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Villages C LOMR-SY 920128 • ELM FORK TRINITY R I VER AND D ENTON CREEK CITY OF C O P P E LL DALLAS COUNTY , TEXAS FLOOD PLA 1 N RE C L.A MAT I ON STUDY N7•11-1-AGES OF Go P P ELL PI-LASES 3 Se REQIJE S T FOR C OND 1 T I ONAL LO11R PREPARED BY: DON A. TIPTON, INC. 6330 Belt Line Rd., Suite C Garland, Texas 75043 214 - 226 -2967 PREPARED FOR: GRAND /LAKES OF COPPELL III 8800 N. Central Expwy, #330 Dallas, Texas 75231 214- 750 -6528 3344.fld/wp10 THIS RECLAMATION STUDY IS BASED ON THE CITY OF COPPELL ADOPTED REGULATORY FLOODWAY, WHICH IS BASED ON THE PRINCIPLE THAT THE AREA CHOSEN FOR THE REGULATORY FLOODWAY MUST BE DESIGNED TO CARRY THE WATERS OF THE BASED FLOOD, WITHOUT INCREASING THE WATER ELEVATION OF THAT FLOOD MORE THAN ONE FOOT AT ANY POINT. DON A. TIPTON P.E. TABLE OF CONTENTS A. INTRODUCTION B. METHODOLOGY C. 404 PERMIT LETTER D. WATER SURFACE PROFILES - DENTON CREEK E. WATER SURFACE PROFILES - ELM FORK F. CONCLUSIONS G. HEC -2 MODELS H. EXHIBITS ELM FORK TRINITY RIVER AND DENTON CREEK VILLAGES OF COPPELL PHASES 3 & 4 A. INTRODUCTION The 40.98 acre tract located on the East side of Lake Forest Drive, South of Deforest Road and Denton Creek, and West of Elm Fork Trinity River is being developed into single family residential lots (see Exhibit "B "). This reclamation study presents the results of the proposed fill along the North property line adjacent to Deforest Road and the East property line adjacent to the Elm Fork, as shown on Exhibit "B ". • ELM FORK TRINITY RIVER AND DENTON CREEK VILLAGES OF COPPELL PHASES 3 & 4 B. METHODOLOGY The hydraulic parameters for this project are the same as the current effective City of Coppell HEC -2 Computer Model for Denton Creek and Elm Fork Trinity River. These models were obtained from the City Engineering Department Floodplain Management Section. The Ultimate 2 -Year and 100 -Year discharges and starting water surface elevations were included in this data. The water surface elevations shown for Denton Creek are Based on the existing water surface elevations of the Elm Fork Trinity River. C_ 4 0 4 P ERM I T LETTER ,+ 3 4I( 1 %T. OF O �c 4 :4% DEPARTMENT OF THE ARMY • 4 / \ z FORT WORTH DISTRICT, CORPS OF ENGINEERS a ' t - -4 ; ;: � P. O. BOX 17300 -� fie !,, FORT WORTH, TEXAS 76102 -0300 0 \ 7 y�rf , .J p��r REPLY TO STA7ES OF ATTENTION OF December 30, 1991 Operations Division Office Operations Branch SUBJECT: Project Number 199100515 Robert Porter Don A. Tipton, Inc. Consulting Engineers 6330 Belt Line Road, Suite C Garland, Texas 75043 Dear Mr. Porter: Thank you for your correspondence of November 15, 1991, concerning a proposal by Grand Homes to develop a residential subdivision known as the Villages of Coppell, Phases 3 & 4, south of Deforest Road and west of Denton Creek in the city of Coppell, Dallas County, Texas. This project has been assigned Project Number 199100515. Please include the project number in all future correspondence concerning this project. Failure to reference the project number on future correspondence may result in delay. Please note that we previously addressed the area for which this project is proposed as Project Number 198503050. We have reviewed this project in accordance with Section 404 of the Clean Water Act and Section 10 of the Rivers and Harbors Act of 1899. Under Section 404, the U.S. Army Corps of Engineers regulates the discharge of dredged and fill material into waters of the United States, including wetlands. The Corps responsibility under Section 10 is to regulate any work in, or affecting, navigable waters of the United States. Based on your description of the proposed work, and other information available to us, we have determined that this project will not involve any of the above activities. Therefore, it will not require Department of the Army authorization. Thank you for your interest in our nation's water resources. Please continue to check with us prior to initiating construction in, or affecting, waters of the United States. If you have any aR -2- questions concerning our regulatory program, please contact Mr. Presley Hatcher at the address above or telephone (817)334 -3990. Sincerely, Wayne A. a Chief, P mits Section Copies Furnished: Ms. Shohre Daneshmand Engineering Department City of Coppell 255 Parkway Boulevard Coppell, Texas 75019 Mr. Rollin MacRae Texas Parks and Wildlife Department 4200 Smith School Road Austin, Texas 78444 Mr. Hobert M. Short U.S. Fish and Wildlife Service Ecological Services Stadium Centre Building 711 Stadium Drive East, Suite 252 Arlington, Texas 76011 Mr. Norm Thomas U.S. Environmental ProtecCion Agency, Region 6 1445 Ross Avenue Dallas, Texas 75202 ELM FORK TRINITY RIVER AND DENTON CREEK VILLAGES OF COPPELL PHASES 3 & 4 D. WATER SURFACE PROFILES - DENTON CREEK The City of Coppell Floodplain Criteria requires that any new construction be built using ultimate watershed development to establish minimum fill and finish floor elevations. The computer models used in this study utilize this ultimate discharge to determine the resultant water surface elevations. Following is a summary table comparing the existing 100 -year and proposed 100 -year water surface elevations , velocities, and storage volume for FIS "Q" -100 and Ultimate "Q" -100. DENTON CREEK FIS "Q" - 100 SUMMARY TABLE CROSS 1 FIS WATER SURFACE ELEVATION VELOCITIES • 1 STORAGE VOLUME SECTION "Q" NUMBER EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED 18440 20600 452.12 452.12 2.77 2.77 0.00 ' 0.00 19930 20600 452.24 452.24 1.93 1.93 192.82 192.82 19930 20600 452.25 452.28 2.82 2.82 389.30 389.30 21560 20600 452.39 452.39 4.11 4.11 633.09 633.09 22370 20600 452.58 452.58 4.51 4.51 721.84 721.84 23800 20600 452.98 452.98 2.54 2.54 845.55 845.55 24700 20600 453.45 453.45 3.81 3.81 928.97 928.97 24700 , 20600 , 453.67 , 453.67 6.16 , 6.16 , 1006.04 1 1006.04 ULTIMATE "Q" - 100 SUMMARY TABLE CROSS 1 ULTIMATE WATER SURFACE ELEVATION 1 WITH FLOODWAY CHANNEL VELOCITIES STORAGE VOLUME SECTION "Q" NUMBER EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED 18440 23083 452.38 452.38 452.10 1 452.10 2.85 2.85 0.00 0.00 19930 23083 452.51 452.51 452.20 452.20 2.07 2.07 203.96 200.85 19930 23083 452.52 452.52 452.20 452.20 3.06 3.06 409.80 407.20 21560 23083 452.68 452.68 452.40 452.40 4.51 4.51 663.74 661.52 22370 23083 452.90 452.90 452.60 452.60 4.94 4.94 755.16 753.02 23800 23083 453.39 453.39 453.00 453.00 2.68 2.68 885.04 883.05 24700 23083 453.91 453.91 453.50 453.50 4.08 4.08 974.47 972.60 25530 23083 454.17 454.17 1 453.70 , 453.70 1 6.31 6.31 1 1061.44 , 1059.71 • ELM FOR TRINITY RIVER AND DENTON CREEK VILLAGES OF COPPELL PHASES 3 & 4 E. WATER SURFACE PROFILES - ELM FORK The City of Coppell Floodplain Criteria requires that any new construction be built using ultimate watershed development to establish minimum fill and finish floor elevations. The computer models used in this study utilize this ultimate discharge to determine the resultant water surface elevations. Following is a summary table comparing the existing 100 -year and proposed 100 -year water surface elevations, velocities, and storage volume for F.I.S. "Q" -100. and Ultimate "Q" -100. E SUMMARY TABLE - ELM FORK TRINITY RIVER (F.I.S. 'Q °) CROSS 1 FIS 1 WATER SURFACE ELEVATION ; CHANNEL VELOCITIES ; STORAGE VOLUME 1 ; SECTION 1 'O' 1 ' 1 NUMBER ; 1 EXISTING ; PROPOSED ; EXISTING 1 PROPOSED 1 EXISTING 1 PROPOSED ; , 1 ; 1 1 ; , i 1 1 1 100040 ; 48600 1 447.06 1 447.06 1 2.63 1 2.63 1 4316.10 ; 4316.10 1 1 1 ; ; ; 1 1 ; 1 ' ' 103060 1 52800 1 448.45 1 448.45 1 4.67 1 4.67 1 5783.80 1 5783.80 1 1 1 ; , *104880 ; 52800 1 449.98 1 449.98 ; 4.16 1 4.16 1 6238.50 1 6238.00 1 , , 1 i ; 1 ; ; 1 *105000 1 52800 1 450.18 1 450.18 1 4.00 1 4.01 1 6296.30 1 6295.70 1 1 1 ; 1 *105500 1 52800 1 451.00 1 451.00 1 3.51 1 3.52 1 6623.90 1 6622.80 1 ' 106080 1 37400 1 451.39 1 451.39 1 2.93 1 2.93 1 6841.30 1 6840.10 1 , i ; 1 1 1 1 : ; ' 110580 1 37400 1 452.53 1 452.53 1 1.63 1 1.63 1 9495.40 1 9495.10 1 ; 1 1 1 ; ; ' 110720 1 37400 1 452.55 1 452.55 1 2.11 1 2.11 1 9612.10 1 9611.80 1 1 1 ; 1 ' ' 110750 1 37400 1 452.56 1 452.56 1 2.10 1 2.10 1 9634.10 1 9633.90 1 110790 1 37400 1 452.50 1 452.50 1 4.18 1 4.18 1 9654.10 1 9653.90 1 *ADDED SECTIONS SUMMARY TABLE - ELM FORK TRINITY RIVER (ULTIMATE 'Q') CROSS ULTIMATE 1 WATER SURFACE ELEVATION 1 CHANNEL VELOCITIES 1 STORAGE VOLUME 1 SECTION 1 '8 1 1 1 1 NUMBER 1 1 EXISTING 1 PROPOSED 1 EXISTING 1 PROPOSED 1 EXISTING 1 PROPOSED 1 , , ; 1 , 1 100040 1 55000 1 447.52 1 447.52 1 2.67 1 2.67 1 4762.10 1 4762.10 1 1 103060 1 61100 1 448.87 1 448.87 1 4.67 1 4.67 ; 63 ; 6392.00 1 1 1 1 1 1 ; 1 ; *104880 ; 61100 1 450.39 1 450.39 1 4.35 1 4.35 1 6901.80 1 6901.10 1 ; 1 1 1 1 ' ' ' ; *105000 1 61100 1 450.61 1 450.61 1 4.19 1 4.19 1 6966.10 1 6966.30 1 ; ; ; 1 1 ; 1 1 ' *105500 61100 1 451.47 1 451.47 1 3.62 1 3.63 1 7329.50 1 7328.20 1 1 1 3 i , , 1 106080 1 43000 1 451.86 1 451.86 1 2.95 1 2.94 1 7570.90 1 7569.50 1 ' ' i 1 ' 1 1 1 1 1 1 1 1 110580 1 43000 1 453.01 ; 453.01 ; 1.70 1 1.70 ; 10470.30 1 10469.90 , 1 ; 3 1 1 ; i ; 110720 1 43000 1 453.03 1 453.03 1 2.17 1 2.17 1 10598.10 1 10597.70 1 1 1 1 1 1 ; 110750 1 43000 1 453.04 ; 453.04 1 2.17 1 2.17 ; 10622.50 1 10622.10 1 i 1 1 I 1 1 1 110790 1 43000 ; 452.97 ; 452.97 1 4.54 1 4.54 1 10644.30 1 10643.90 ; 1 1 1 1 1 ; 1 ; *ADDED SECTIONS ELM FORK TRINITY RIVER AND DENTON CREEK VILLAGES OF COPPELL PHASES 3 & 4 F. CONCLUSIONS The 40.98 acre tract known as Villages of Coppell Phases 3 & 4 will be developed into a Planned Development consisting of single family lots. The fill will be placed on Lots 8 through 46, Block A, in Villages of Coppell Phase 3 and on Lot 37, Block A, in Villages of Coppell Phase 4, as shown on Exhibits "A" & "B ". This report shows that no negative effects are created for properties upstream, through, or downstream of the development. ELM FORK TRINITY RIVER AND DENTON CREEK VILLAGES OF COPPELL PHASES 3 & 4 G. HEC -2 MODELS Computer runs are attached that demonstrate compliance with the City of Coppell criteria as follows: I. DENTON CREEK A. F.I.S. Existing Conditions Duplication 1. 100 -Year National Profile 2. 100 -Year Floodway Existing FEMA 3. 2 -Year Ultimate 4. 100 -Year Ultimate B. Existing Conditions Updated From 1991 City Management Study 1. 100 -Year National Profile 2. 100 -Year Floodway Existing FEMA 3. 2 -Year Ultimate 4. 100 -Year Ultimate C. Proposed Reclamation Conditions 1. 100 -Year Natural Profile 2. 100 -Year Floodway 3. 2 -Year Ultimate 4. 100 -Year Ultimate D. Multiple Profiles with Existing Conditions 1. 10 -Year FEMA 2. 50 -Year FEMA 3. 100 -Year FEMA 4. 500 -Year FEMA E. Multiple Profiles With Existing Conditions Updated From 1991 City Management Study 1. 10 -Year FEMA 2. 50 -Year FEMA 3. 100 -Year FEMA 4. 500 -Year FEMA F. Multiple Profiles With Proposed Reclamation 1. 10 -Year FEMA 2. 50 -Year FEMA 3. 100 -Year FEMA 4. 500 -Year FEMA 5. 2 -Year Ultimate 6. 100 -Year Ultimate II. ELM FORK A. Existing Conditions 1. 2 -Year Ultimate 2. 100 -Year Ultimate 3. Standard Project Flood B. Existing Conditions with Added Sections 1. 2 -Year Ultimate 2. 100 -Year Ultimate 3. Standard Project Flood C. Proposed Reclamation Conditions 1. 2 -Year Ultimate 2. 100 -Year Ultimate 3. Standard Project Flood D. Multiple Profiles With Existing Conditions 1. 2 -Year Ultimate 2. 100 -Year Ultimate 3. Standard Project Flood E. Multiple Profiles With Added Sections 1. 2 -Year Ultimate 2. 100 -Year Ultimate 3. Standard Project Flood F. Multiple Profiles With Proposed Reclamation 1. 2 -Year Ultimate 2. 100 -Year Ultimate 3. Standard Project Flood G. Existing Conditions 1. 2,5,10,25,50,100 & 500 Year Ultimate Discharges H. Existing Conditions With Added Sections 1. 2,5,10,25,50,100 & 500 Year Ultimate Discharges I. Proposed Reclamation Conditions 1. 2,5,10,25,50,100 & 500 Year Ultimate Discharges • D NZ' ON' CREEK IA F_ 1_ S_ EX 1 S T INC C OND IT I ONS DUPL S CAT =-ON 28JAN92 18:52:17 PAGE 1 THIS RUN ExECUTEO 28JAN92 13:52:17 HEC WATER SURFACE PROFILES Version 4.6.0: February 1991 T1 DENTON CREEK - F.I.S. UPDATE - EXISTING CONDITIONS T2 DENTON CREEK - 100 YR FLOODWAY (NATURAL PROFILE) T3 DENTON CREEK. TEXAS (DAT3344A) J1 'CHECK 'NO NINV IDIR STRT METRIC HVINS Q WSEL FO 0 4 U 0 .) 0 0 0 452.12 J2 NPROF IPLOT PRFVS xSECV XSECM FN ALLOC IBM CMNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 43 39 26 4 21 22 42 53 54 7 200 NC .035 .055 .045 .1 .3 QT 6 12800 182UJ 206)0 36200 20600 7412 23093 1670 ET 3750 7650 2.1 2.1 2.1 FEMA CROSS SECTION START OF THE LEVEE DISTRICT X1 18440 31 5487 5585 10010 4500 5880 X3 3750 470 GR 460 1000 449 1330 448 1900 447 2250 445 2300 GR 440 2330 440 2500 445 2600 448 2750 448 5250 GR 450 5350 451 5460 449 5480 446 5515 440 5525 GR 434 5535 431.4 5545 431.4 5555 447 5560 451 5595 GR 450 5700 45u 5850 448 6000 450 623C 452 6500 GR 450 5700 447 6730 466 6780 450 6940 460 7440 GR 470 7650 NC .035 .055 .035 .1 .3 ET 4000 8250 2.1 2.1 2.1 FEMA CROSS SECTION START OF THE PROPOSED CHANNEL IMPROVEMENTS X1 19330 61 5551.8 5965 650 650 650 X3 4090 470 GR 454 1000 450 1050 448 1070 447.6 1750 447 2210 GR 446 2410 445 2450 443 2600 443 2670 445 2630 GR 445 2710 445 2860 444 2900 443 2920 445 2960 28JAN42 18:52:17 PASS_ 2 GR 446 2970 446 3020 445 3040 443 3070 447 3130 GR 446.7 3250 447 3350 447 3500 446 3550 444 3690 GR 447 3550 445 3710 446 3850 447 3940 447 4050 GR 446 4090 446 .169 446 4450 445 4550 446 47)0 GR 447 4740 447 4890 447.3 5010 448 5040 446.0 5210 GR 448.0 5490 446.0 5551.8 431.7 5617 431.7 5777 448 5842.2 GR 448.0 5860 445 5870 440 5880 431.7 5877 440 5915 GR 453 5965 453 5975 452 6205 451 6315 450 6435 GR 449 7035 449 7135 450 7185 455 7915 455 3215 GR 460 8250 NM 5 .045 5704 .C35 5996 .045 6070 .015 5190 .055 NM 7350 ET 5208 7350 2.1 2.1 2.1 DANNENBAUM (D.E.C.) CROSS SECTION X1 19930 55 5704 6190 800 550 600 X3 5208 470 GR 454.3 1000 450 1040 448 1160 449 1140 449 1210 GR 448 1220 448 1320 449 1330 450 1450 450 1520 GR 449 1530 447.2 19)0 447 2170 446.2 2290 446.4 2420 GR 447 2540 447 3070 446.3 3240 446 3350 445 3350 GR 445 3370 445 3390 447 3460 447.5 3750 447 4070 GR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960 GR 448.5 5130 448.5 5430 448.5 5600 448.5 5700 448.5 5704 GR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070 GR 437 5110 432 5130 437 6150 453 5190 453 5220 GR 452 6440 451 6550 450 6650 449 6840 449 5990 GR 450 5920 451 7030 452 7070 453 7130 460 7350 NC .055 .055 .035 .1 .3 ET 4939 6540 2.1 2.1 2.1 D.E.C. CROSS SECTION x1 21360 54 4939.61 5300 1630 1150 1450 X3 4939 470 GR 460 1000 455 1230 454 1250 454 1290 453 1320 GR 452 1360 451 1450 450 1480 449 1570 448 1890 GR 448.2 2050 449 2500 449 2730 448.5 3050 449 3260 GR 449 3400 449.7 3520 450 3700 449 3830 449 3990 GR 450 3920 448 4170 449 4250 430 4290 451 4340 GR 451 4420 452 4500 452 4820 452.8 4939.61 432.7 5020 GR 432.7 5100 432.51 5140 432.46 5180 432.4 5200 438 5220 GR 454.0 5270 455. 5300 455 5340 455 5360 454 5450 GR 453 5630 452 5780 452 5790 451 5850 451 5870 GR 453 5830 453 5920 453 5970 432 6150 452 6220 GR 453 6270 455 6340 460 6450 465 6540 26JAN92 18:52:17 PAGE 3 NH 5 .05 1300 .75 5094 .035 5460 .035 6610 .05 NH 6780 ET 5094 6787 2.1 2.1 2.1 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL x1 22370 28 5094 5460 800 400 8)0 x3 5094 470 GR 460 1000 449 1300 449 1750 448 1950 448 2550 GR 450 2950 450 3670 449 4010 448 4070 449.5 4370 GR 450.5 4970 450.5 5094 434.04 5160 434.04 5220 434.04 5230 GR 432.5 5320 435 5345 445 5360 446 5330 452.7 54)5 GR 454.5 5460 454 5870 452.5 6310 452 6430 453.5 6550 GR 457 6610 459.5 6630 466 6790 NC .055 .055 .035 .1 .3 NH 5 .055 5468.04 .035 5694.28 .055 6610 .055 7000 .055 NM 7550 ET 5467 7550 2.1 2.1 2.1 0.E.C. CROSS SECTION X1 23800 52 6010 7000 720 680 1430 X3 5467 470 GR 465 1000 400 1110 457 1190 456 1290 455 1340 GR 455 1480 454 1590 453 1740 452 1960 45 1950 GR 450 2110 449 2820 449 2850 450 3230 450 3300 GR 450 3350 450 3410 451 3440 451 3540 451 3630 GR 451 4140 454.4 4190 451 4240 451 4390 450.6 4900 GR 451 5280 451 5380 451.42 5468.04 434.68 5535 434.68 5625 GR 452 5694.28 454 5820 454 5940 455 5970 455 6310 GR 454 6390 455 6410 455 6510 450 6610 450 6620 GR 440. 6640 433.3 6660 440 6680 450 6700 454 7000 GR 453 7070 454 7239 454 7240 450 7230 455 7350 GR 460 7470 470 7550 NC .055 .055 .035 .1 .3 NM 5. .055 4186.16 .035 4424.39 .055 5060. .035 5200. .055 NM 6690. ET 4137. 6690. 2.1 2.1 2.1 KM- PARCME MODEL COORDINATION 24700 - 39440 ** CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. X1 24700. 53. 5000. 5200. 740. 310. 900. X3 4187. 470. GR 465. 1000. 462. 1120. 462. 1140. 460. 1230. 460. 1300. GR 457. 1410. 455. 1550. 454. 1650. 453. 1670. 452. 2090. GR 451. 2180. 450. 2260. 451. 2630. 451. 2910. 451. 2990. GR 452. 3180. 452. 3340. 452. 3530. 453. 3800. 453. 40)0. GR 453. 4110. 453. 4198.16 435.04 4160. 435.04 4350. 453.63 4424.39 GR 454. 4450. 455. 4460. 455. 4510. 454. 47d0. 454. 48'00. 28JAN92 18:52:17 PAGE 4 GR 455. 4850. 451. 5000. 451. 5060. 440. 5140. 433. 5155. GR 440. 5170. 456. 5290. 456. 5240. 455. 5340. 455. 5430. GR 455. 5550. 454. 5700. 453. 5800. 454. 5850. 454. 6050. GR 453. 6130. 454. 6360. 452. 6410. 453. 6430. 451. 6500. GR 455. o580. 4oU. 6670. .62. 6890. NC .055 .055 .035 .1 .3 ET 2494. 4600. 2.1 2.1 1.1 FROM KIMLEV -HORN MODEL. CHANNEL DISTANCE REVISED. X1 25530 45 2495.2 2742.67 700 560 7)0 x3 2444 470 GR 469.5 500 460.5 600 455.6 700 452.9 8)0 450.4 900 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 19)0 GR 453.1 2000 453.4 2100 454.2 2200 454.3 23)0 4i5 2490 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 2670 GR 454.6 2742.67 455.6 2800. 454.7 2900. 453.8 3000. 453.2 3100. GR 453.3 3207. 452.9 3300. 452.7 3400. 452.2 3500. 452.3 3600. GR 452.3 3700. 452.4 3800. 452.2 3900. 451.6 4000. 451.7 4100. GR 452.0 4200. 451.5 4300. 452.1 4400. 451.9 45)0. 453.9 4600. 2dJAN92 18:52:17 PAGE 5 SECNO DEPTH CWSEL CRLWS WSELK EG Hy HL OLOSS L-0ANK ELEV 0 OL08 UCH OR06 AL)8 4CH AROB VOL TWA R -BANK ELEV TIME VL08 VCM VR06 XNL XNCM XNR WTN ELMIN SSTA SLOPE XL08L RICH KL08R ITRIAL IDC ICONT CORAR TO ?WIC ENDST *PROF 1 CCHV= .100 CEHV= .300 * SECNO 18440.000 3265 DIVIDEO FLOW 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= -3750.030 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE LEVEE DISTRICT 18440.000 20.72 452.12 .)0 45'.12 452.20 .08 .30 .00 449.30 20600.0 15258.9 2644.3 2696.8 0712.6 948.1 2640.7 .0 .0 451.30 . U0 2.27 2.79 1.02 .035 .045 .055 .000 431.40 3750.00 . 000456 10000. 5880. 4500. 0 0 0 .00 3157.20 7046.30 CCHV= .100 CEHV= .300 *SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.84 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET= -4000.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED CMANN =L IMPROVENNTS 19330.000 20.55 452.25 .00 .00 452.28 .04 .08 .00 445.00 20600.0 8334.0 11253.4 1012.6 5357.0 5996.3 2775.4 204.7 48.4 453.00 . 12 1.00 1.88 .36 .035 .035 .055 .000 431.70 4000.30 . 000057 650. 650. 650. 2 0 0 .30 3325.35 7512.32 1490 NH CARD USED 28JANS2 18:52:17 PAGE 6 SECNO DEPTH CWSEL CRIWS 4SELK EG Hy HL OLOSS L -9ANK EIEV Q JLOB JCH Jk0B AI06 ACH AROB VOL TWA R-8ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IOC ICONT CORAR TOPWID ENOST *SECNO 19930.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .67 3470 ENCROACHMENT STATIONS= 520e.0 7350.0 TYPE= 1 TARGET= - 5208.000 ELENCL= 470.00 ELENCR= 100000.00 OANNENBAUM (D.E.C.) CROSS SECTION 19930.000 20.25 452.25 .00 .00 452.36 .11 .05 .02 448.50 20600.0 1651.6 18296.9 651.5 1857.8 6490.1 1258.2 409.8 36.4 453.00 .19 .89 2.92 .53 .045 .033 .055 .000 432.00 5203.00 .000126 800. 600. 550. 2 0 0 .00 1678.98 7)84.74 CCHV= .100 CEHV= .300 *SECNO 21560.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4939.0 5540.0 TYPE= 1 TARGET= - 4939.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 21560.000 19.99 452.39 .00 .00 452.65 .26 .25 .05 452.30 20600.0 .0 20552.3 47.7 .0 4999.0 143.4 653.5 122.3 455.00 .29 .00 4.11 .33 .000 .035 .055 .000 432.40 4941.28 .000249 1600. 1450. 1150. 1 0 0 .00 635.48 6239.07 1490 NH CARD USED *SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET= -50;4.000 28JAN92 18:52:17 PAGE 7 SECNO DEPTH CWSEL CRIWS WSELK EG HV Hl OIOSS L-3ANK ELEV 0 GLOB 1CH OROB ALOE ACH AROB VOL TWA R -SANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 22370.000 20.38 452.58 .00 .90 452.39 .32 .23 .02 45J.50 20600.0 .0 20585.4 14.6 .0 4553.9 64.4 742.2 130.5 454.50 . 34 .00 4.52 .23 .000 .035 .055 .000 432.50 5094.00 . 000326 800. 000. 400. 2 0 0 .00 533.40 6506.97 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= -5467.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 23800.000 19.68 452.98 .00 .00 453.39 .41 .46 .33 450.00 20600.0 17130.5 3383.3 86.2 30999.1 1334.1 106.3 865.9 145.9 454.00 . 40 5.53 2.54 .81 .035 .035 .055 .000 433.30 5467.00 . 000532 723. 1430. 680. 2 0 0 .00 732.95 7321.67 COO= .100 CEHV= .300 1490 NN CARD USED * SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= - 4187.000 ELENCL= 470.00 ELENCR= 100000.00 KH-PARCHE MODEL COORDINATION 24730 - 39440 CROSS SECTION 24700 IS FROM THE KIMLEY - HORN MODEL. 24700.000 .19.55 453.45 .00 .00 455.76 .31 .36 .01 451.00 20600.0 15377.0 4956.4 266.7 3272.1 1300.5 469.4 949.3 158.9 456.00 .45 4.70 3.81 .57 .035 .035 .055 .000 433.90 4187.00 .000419 740. 900. 310. 2 0 0 .00 1046.00 6548.98 28JAN9G 18:52:17 PA,E 9 SECNO DEPTH CWSEL CRIUS *S_LK EG HV Hl OLOSS L -SANK ELEV Q .LO8 OCH UROb ALDB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN tIMIN SSTA SLOPE XLOBL XLCH XL08R ITRIAL IOC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 *SECNO 25530.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= - 2494.000 ELENCI= 470.00 ELENCR= 100000.00 FROM KIMLEI-HORN MODEL. CHANNEL DISTA'C`_ REVISED. 25530.000 19.26 453.66 .00 .30 454.20 .54 .37 .37 455.33 20600.0 .0 18712.1 1887.9 .0 3035.1 2005.7 1026.3 178.5 454.30 .49 .30 6.17 .94 .000 .035 .055 .030 434.40 2501.16 .000724 700. 700. 560. 2 0 0 .30 1807.12 4592.139 28JAN72 16:52:17 PAGE 9 T1 DENTON CREEK — F.I.S. UPDATE T2 DENTON CREEK — 100 YR FL00DWAY MODEL — ExIST(FEMA)101YR DISCHARGE T3 OENTON CREEK, TEXAS (OAT3344A) J1 ICHECK INJ NINV IDIR STRT METRIC HVINS Q 4SEL FG 0 6 0 0 .0 0 0 0 452.12 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBM CMNIM [TRACE c 0 —1 28JAN92 18:52:17 PAGF 10 SECNO DEPTH CWSEL CRIWS WSdLK EG HV ML OLOSS l-3ANK ELEV Q JL08 QCH QR08 ALOE ACH AROB VOL TWA '-SANK ELEV TIME VLOB VCH VROB XNL )(NCH XNR WTN ELMIN SSTA SLOPE ALOBL XLCH xL08R ITRIAL IOC ICONT CORAR TOPWIO ENOST *PROF 2 CCHV= .100 CEMV= .300 * SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= - 3750.0)0 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE LEVEE OISTRICT 18440.000 20.72 452.12 .00 452.12 452.20 .08 .00 .0C 44).)0 20600.0 15258.9 2644.3 2646.8 6712.6 948.1 2640.7 .0 .0 451.30 .00 2.27 2.79 1.02 .035 .045 .055 .000 431.40 3750.30 .000456 10000. 5880. 4500. 0 0 0 .00 3157.20 7046.)0 CCHV= .100 C °_MV= .30u *SECNO 19330.0)0 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CMANuE OUTSIDc OF ACCEPTABLE RANGE, KRATIO = 2.84 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET= -4000.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED CHANNEL IMPROVEMENTS 19330.000 20.55 452.25 .00 452.25 452.28 .04 .08 .00 443.00 206J0.0 8334.0 11253.4 1012.6 8357.0 5996.3 2775.4 204.7 48.4 453.00 .12 1.00 1.88 .36 .035 .035 .055 .000 431.70 4000.00 .000057 65). 650. 650. Z 0 0 .00 3326.35 7512.82 1490 NM CARD USED 28JAN92 18:52:17 PAGE 11 SECNO DEPTH CWSEL CRIWS WSEIK EG HV Ml OLOSS L -SANK ELEY Q OL08 QCH OROB 4L0B ACH AROB VOL TWA R -3ANK ELEV TIME VLOB VCM VROB XNL XNCH XNR WTN tLMIN SSTA SLOPE KLOBL XLCH *L08R ITRIAI IDC ICONT CORAR TOPWID ENOST *SECNO 19930.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= -5208.000 ELENCL= 470.00 ELENCR= 100000.00 OANNENBAUM (D.E.C.) CROSS SECTION 19930.000 20.25 452.25 .00 452.25 452.36 .11 .05 .02 448.50 20600.0 1651.6 19286.9 651.5 1857.8 6480.1 1258.2 409.8 3e.4 453.0G .19 .39 2.92 .53 .045 .033 .055 .000 432.00 5209.00 .000120 800. 600. 555. 2 0 0 .00 1678.88 7084.74 CCHV= .100 CEHV= .300 *SECNO 21560.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYPE= 1 TARGET= -4939.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 21560.000 19.99 452.39 .00 452.39 452.65 .26 .25 .05 452.30 20600.0 .0 20552.3 47.7 .0 4999.0 143.4 653.5 122.3 455.00 .29 .00 4.11 .33 .000 .035 .055 .030 432.40 4941.28 .000249 1600. 1450. 1150. 1 0 0 .00 035.48 623 1490 NH CARO USED * SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6790.0 TYPE= 1 TARGET= -5094.000 2dJAN92 18:52:17 RAGE 12 SECNO DEPTH CWSEI CRIWS WSELK EG HV ML GLOSS L -SANK ELEV 0 GLOB 3CH OR08 ALOB ACM AROB VOL TWA .t-3ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN cLMIN SSTA SLOPE XLOBL XLCH XLOBR ITUTAI IDC ICONT CORAR TOPWID ENOST ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CMANN,I 22370.000 20.38 452.58 .00 452.58 452.89 .32 .23 .02 450.50 20600.0 .0 20565.4 14.6 .0 4558.9 64.4 742.2 130.5 454.50 .34 .00 4.52 .23 .000 .035 .055 .000 432.50 5094.00 .000326 800. 800. 400. 2 0 0 .00 533.40 6506.97 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= -5467.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 23800.000 19.68 452.96 .00 452.98 453.39 .41 ..6 .03 450.30 20600.0 17130.5 3383.3 66.2 3079.1 1334.1 106.3 865.9 145.9 454.30 .40 5.53 2.54 .91 .035 .035 .055 .000 433.30 5467.00 .000532 720. 1430. 680. 2 0 0 .30 732.85 7321.67 CCHV= .100 CEHV= .300 1490 NM CARD USED *SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4137.0 5690.0 TYPE= 1 TARGET= -4167.000 ELENCL= 470.00 ELENCR= 100000.00 KH- PARCHE MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FROM THE KIMLEY -HORN MOUEL. 24700.000 19.55 453.45 .00 455.45 453.76 .31 .36 .01 451.00 20600.0 15377.0 4956.4 266.7 3272.1 1300.5 469.4 949.3 158.9 456.00 .45 4.70 3.11 .57 .035 .035 .055 .000 433.80 4187.00 .000419 740. 900. 310. 2 0 0 .00 1045.00 6543.98 28JAN92 18:52:17 PAGE 1S SECNO DEPTH CWSEL CRIWS WSELK EG HV Hl OLOSS L - 3W( ELEV O QLOB QCH UROB ALOE ACH AROB VOL TWA R - SANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH xLOBR ITRIAL IOC ICONT CORAR TOPWID ENOST CCHV= .100 CEHV= .300 *SECNO 25530.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= - 2494.000 ELENCL= 470.00 ELENCR= 100000.00 FROM KIMLEY -HORN MODEL. CHANNEL GISTANCE REVISED. 25530.000 19.26 453.o6 .00 453.56 454.20 .54 .37 .07 455.33 20600.0 .0 18712.1 1887.9 .0 3035.1 2005.7 1026.3 178.5 454.80 .49 .30 0.17 .94 .000 .035 .055 .000 434.40 2501.36 .000724 700. 700. 560. 2 0 0 .00 1807.12 4592.99 28JAN ?2 18:52:17 PAGE 14 T1 DENTON CREEK - F.I.S. UPDATE T2 OENTON CREEK - 1)0 YR FL00DUAY - 2YR ULT DISCHARGE T3 DENTON CREEK, TEXAS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS .Q WSEL FQ 0 7 G 0 0.0000)0 0 0 0 450.19 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBM CHNIM ITRACE 3 0 -1 28JAN92 18:52:17 PAGE 15 SECNO DEPTH CWSEL CRIWS wSELK EG MV ML OLOSS l-dANK ELEV U QLOB UCH UkOB ALJB AGM AROB VOL TWA R -SANK ELEV TIME VLOB VC4 VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCM XLOBR ITRIAL IOC ICONT CORAR TO °WI0 ENOST *PROF 3 CCHV= .100 CEHV= .300 *SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= -3750.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE LEVEE DISTRICT 18440.000 18.79 453.19 .J0 452.12 450.24 .05 .00 .70 449.00 7432.0 5177.9 1844.3 409.8 3413.1 747.5 623.3 .0 .0 451./0 .00 1.52 2.47 .66 .035 .045 .055 .000 431.40 3750.00 .000462 1000u. 5880. 4500. 0 0 0 .00 2423.64 6940.50 CCHV= .100 CEHV= .300 *SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIOE OF ACCEPTABLE RANGE. KRATIO = 5.02 3470 ENCROACHMENT STATIONS= 4000.0 3250.0 TYPE= 1 TARGET= -4000.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED CHANNEL IMPROVEMFNTS 19330.000 18.56 450.2o .00 452.25 450.28 .01 .J3 .00 444.30 7432.0 2268.1 5098.5 65.4 5233.0 5191.1 632.7 118.6 38.8 453.J0 .22 .43 .98 .10 .035 .035 .055 .000 431.70 4000.30 .000018 650. 650. 550. 2 0 0 .00 2774.83 7223.51 1490 NM CARD USED 28JAN92 18:52:17 PACE 16 SECNO DEPTH CWSEL CRIWS wSEIK EG HV HL OIOSS I-BANK ELEV 0 JLOB JCH QROB ALDO ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCM XLOBR ITRIAL IOC ICONT CORAR TOPWIO ENOST * SECNO 19930.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= -5208.000 ELENCL= 470.00 ELENCR= 100000.00 DANNENBAUM (D.E.C.) CROSS SECTION 19930.000 18.27 450.27 .00 452.25 450.29 .03 .01 .00 448.50 7432.0 234.3 7163.7 34.0 877.6 5528.3 245.4 254.5 70.9 453.00 .36 .27 1.30 .14 .045 .032 .055 .000 432.00 5209.00 .000031 803. 600. 550. 2 0 0 .00 1301.76 6949.64 CCHV= .100 CEHV= .300 * SECNO 21560.000 3470 ENCROACHMENT STATIONS= 4939.0 5540.0 TYPE= 1 TARGET= -4959.000 ELENCL= 470.00 ELENCR= 100000.60 D.E.C. CROSS SECTION 21560.000 17.91 450.31 .00 452.39 450.36 .05 .J6 .'J1 452.30 7432.0 .0 7432.0 .0 .0 4342.0 .0 438.1 97.4 455.00 .60 .00 1.71 .00 .000 .035 .000 .000 432.40 4949.59 .000049 1600. 1450. 1150. 0 0 0 .00 308.36 5253.45 1490 NM CARD USED *SECNO 2e370.000 3470 ENCROACHMENT STATIONS= 5094.0 6790.0 TYPE= 1 TARGET= -5094.000 ELENCL= 470.00 ELENCR= 100000.03 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 22370.000 17.85 450.35 .00 452.58 450.41 .06 .05 .00 450.50 7432.0 .0 7432.0 .0 .0 3874.2 .0 513.6 1u3.0 454.50 .72 .00 1.92 .00 .000 .035 .000 .000 432.50 5094.63 .000070 800. d00. 400. 1 0 0 .00 301.58 5396.21 28JAN92 18:52:17 PAGE 17 SECNO DEPTH CWSEL CRIWS wSELK EG HV HL OLOSS l -SANK ELEV Q 012. JCH UROB ALOE! AGM *ROB VOL TWA R-9ANK ELEV TIME VLOB VCH VRO9 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDS!' CCHV= .100 CEHV= .300 1490 NH CARD USED * SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= -5467.030 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 23800.000 17.13 453.43 .00 452.98 450.52 .09 .11 .01 450.)C 7432.0 6179.7 1252.1 .2 2411.6 779.7 2.2 609.9 111.9 454.00 .85 2.56 1.61 .11 .035 .035 .055 .000 433.30 5472.30 .000130 720. 1430. 680. 2 0 0 .00 357.20 7286.02 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= - 4187.000 ELENCL= 470.00 ELENCR= 100000.00 KH-PARCHE MODEL COORDINATION 24700 - 30440 CROSS SECTION 2470) IS FROM THE KIMLEY - HORN MODEL. 24700.000 16.54 450.54 .00 453.45 45,3.62 .09 .10 .00 .51.)0 7432.0 5855.6 1576.4 .0 2355.1 915.2 .0 667.9 118.2 456.00 .94 2.49 1.72 .00 .035 .035 .000 .030 433.90 41 .000125 74). 900. 310. 2 0 0 .00 340.35 5189.75 CCHV= .100 CEHV= .300 *SECNO 25530.0)0 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= -24 ELENCL= 470.00 ELENCR= 100000.00 28JAN92 18:52:17 PAGE 13 FROM KIMLE ►-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 16.20 450.60 .00 453.56 450.76 .16 .12 .02 455.33 7432.0 .0 7432.0 .0 .0 2347.2 .0 713.1 122.7 454.30 1.00 .00 3.17 .00 .000 .035 .000 .000 434.40 2514.u9 .000234 700. 700. 560. 1 0 0 .J0 213.57 2727.75 28JAN92 18:52:17 PAGE 1 Ti DENTON CREEK - F.I.S. UPDATE T2 DENTON CREEK - 100 YR FLOO'JMAV - 170YR ULT DISCHARGE T3 DENTON CREEK, TEXAS J1 ICHECK INQ NINV ICIR STRT METRIC .HVINS Q MSEL FQ 0 8 0 0 .0000)0 0 0 0 +52.33 J2 NPROF IPIOT PRFVS xSECV XSECH FN ALLDC IBM CHNIM 'TRACE 15 0 -1 28JAN92 18:52:17 PAGE 20 SECNO DEPTH CWSEL CRIWS WSEIK EG HV ML OLOSS L - YANK ELEY Q QL08 QCH OROt ALB ACH AR08 VOL TWA R-3ANK ELEV TIME VLOb VCH vR08 XNL )(NCH XNR WON tLMIN SSTA SLOPE XL081 XLCH XLOBR ITPIAL IOC ICONT CORAR TOPWID ENOST *PROF 4 CCMV= .100 CEMV= .300 *SECNO 11440.030 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.) 7650.0 TYPE= 1 TARGET= - 3750.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE LEVEE DISTRICT 18440.000 20.98 45[.38 .00 452.12 452.46 .08 .J0 .00 447.00 , 23083.0 17055.5 2787.6 3239.9 7152.4 975.4 2986.5 .0 .0 451.00 .u0 2.38 2.86 1.08 .035 .045 .055 .000 431.40 3750.00 .000461 10000. 5880. 4500. 0 0 0 .00 3172.30 7059.00 CCMV= .10C CEMV= .300 * SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.70 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET= - 4000.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED CHANNtL IMPROVEMENTS 19330.000 20.81 452.51 .00 452.25 452.55 .04 .09 .30 443.00 23083.0 9547.9 12255.5 1279.6 8773.7 5106.6 3155.4 217.6 49.3 453.00 .12 1.39 2.01 .41 .035 .035 .055 .000 431.70 4300.00 .000063 653. e50. 650. 2 0 0 .J0 3423.36 7552.03 1490 NM CARD USED 18JAN . 02 18:52:17 PAGE 22 SECNO DEPTH CWSEL CPIWS wSELK EG HV ML OLDSS 1-3ANK ELEV 41 0108 9CH uR06 ALDB ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCM VROB xNL XNCH XNR WTN tLMIN SSTA SLOPE XLOBL XLCH *LOBR ITRIAL IDC ICONT CORAR TOPWID ENOST ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 22370.000 20.40 452.90 .00 452.58 453.28 .38 .27 .02 45).50 23083.0 .0 23028.8 54.2 .0 4659.1 152.4 778.2 136.1 454.50 . 32 .00 4.94 .36 .000 .035 .055 .000 432.50 5094.30 . 000390 803. 900. 400. 2 0 0 .00 645.99 6521.93 CCHV= .100 CEHV= .300 1490 NH CARO USED * SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= - 5467.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 23800.060 20.08 453.38 .00 452.98 453.84 .46 .54 .02 450.00 23083.0 19010.1 3941.1 131.8 3247.6 1467.7 154.9 908.0 154.0 454.00 . 38 5.85 2.69 .35 .035 .035 .055 .000 433.30 5467.00 . 000593 720. 1430. 680. 2 0 0 .00 894.38 7327.36 CCHV= .100 CEHV= .300 1490 NM CARD USED *SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= - 4157.000 ELENCL= 470.00 ELENCR= 100000.00 KH- PARCHE MODEL COORDINATION 24730 - 39440 CROSS SECTION 24709 IS FROM THE KIMLEY-HORN MODEL. 24700.000 20.01 453.91 .00 453.45 454.25 .34 .40 .01 451.30 23083.0 16999.0 5563.0 520.9 3458.4 1363.1 737.0 997.4 168.7 456.00 .42 4.92 4.08 .71 .035 .035 .055 .000 433.90 4187.00 .000456 747. 900. 310. 2 0 0 .00 1199.57 6558.21 28JAN92 18:52:17 PAGE 23 SECNO DEPTH CWSEL CRIwS WSELK EG MV Hl OLOSS L-9ANK ELEV Q GLOB QCH UROB ALl8 ACM AROB VOL TWA Q -SANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XICH XL0BR ITUTAL IDC ICONT CORAR TODW!D ENDST CCHV= .100 CEHV= .300 *SECNO 25530.000 3265 DIVIDED FLOW 3280 CROSS SECTION 25530.00 EXTENDED .37 FEET 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= -2494.000 ELENCL= 470.00 ELENCR= 100000.00 FROM KIMLEY -HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 19.77 454.17 .00 453.66 454.70 .54 .39 .06 455.33 23083.0 .0 19920.9 3162.1 .0 3154.5 2812.0 1084.3 189.8 454.80 .46 .00 6.31 1.12 .000 .035 .055 .000 434.40 2499.d6 .000738 709. 700. 560. 2 0 0 .00 1381.15 4500.J0 28JAN92 18:52:17 PAGE 24 THIS RUN EXECUTE) 28JAN92 19:52:22 MEC -2 wuTER SURFACE PROFILES Version 4.6.0; February 1991 NOTE- ASTERISK ( *) AT LEFT OF CROSS-SECTION NU48ER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK. TEXAS SUMMARY PRINTOUT SECNO CWSEL 0 XLCM VCH TOPWIO STCML STCHR ELMIN SSTA ENOST VOL 18440.000 452.12 20600.00 .00 2.79 3157.20 5480.00 5585.00 431.40 3750.00 7046.00 .00 18440.000 452.12 20600.00 .00 2.79 3157.20 5480.00 5585.00 431.40 3750.00 7046.00 .70 18440.000 450.19 7432.30 .00 2.47 2420.64 5480.00 5585.00 431.40 3750.00 6949.50 .00 18440.000 452.39 23083.00 .00 2.96 3172.30 5480.00 5585.00 431.40 3750.00 7059.00 .00 * 19330.000 452.25 20600.00 650.00 1.88 3326.35 5551.80 5965.00 431.70 4000.00 7512.82 204.66 * 19330.000 452.25 20600.00 650.00 1.88 3326.35 5551.80 5965.00 431.70 4000.00 7512.32 204.66 * 19330.000 457.26 7432.00 650.00 .98 2774.83 5551.80 5965.00 431.70 4000.00 7223.51 118.56 * 19330.000 452.51 23u83.00 650.00 2.01 3428.36 5551.80 5965.00 431.70 4000.00 7)52.03 217.56 * 19930.000 452.25 20600.00 600.00 2.82 1678.88 5704.00 6190.00 432.00 5204.00 7084.74 409.94 * 19930.000 452.25 20600.00 600.00 2.82 1678.88 5704.00 6190.00 432.00 5204.00 7084.74 409.94 19930.000 457.27 7432.00 600.00 1.30 1301.76 5704.00 6190.00 432.70 5209.00 6949.64 254.50 * 19930.000 452.51 23083.00 600.00 3.06 1754.08 5704.00 6190.00 432.30 5208.00 7100.71 433.07 21560.000 452.39 20600.00 1450.30 4.11 635.48 4939.61 5300.00 432.40 4941.28 6239.67 553.52 21560.000 452.39 20600.00 1450.00 4.11 635.48 4939.61 5300.00 432.40 4441.28 6239.37 653.52 21560.000 450.31 7432.00 1450.00 1.71 308.86 4939.61 5303.00 432.40 4949.59 5258.45 438.13 21560.000 452.67 23083.00 1450.00 4.51 746.83 4939.61 5300.00 432.40 494).15 6253.27 686.82 22370.000 452.58 20600.00 800.00 4.52 530.40 5094.00 5460.00 432.50 5094.00 6505.97 741.24 22370.000 452.58 20600.00 800.00 4.52 530.40 5094.00 5460.00 432.50 5094.00 6506.77 742.24 22370.000 457.35 7432.00 300.00 1.92 301.58 5094.00 5460.00 432.50 5094.63 5396.21 513.58 22370.000 452.90 23383.00 800.00 4.94 645.89 5094.00 5460.00 432.50 5094.00 6521.93 778.19 23800.000 452.98 20600.00 1430.00 2.54 732.85 6610.00 7000.00 433.30 5467.30 7321.67 865.92 23800.000 452.98 20600.00 1430.00 2.54 732.85 6610.00 7000.00 433.50 5467.00 7321.67 365.92 23800.000 457.43 7432.00 1430.00 1.61 357.20 6610.00 7000.)0 433.30 5472.00 7286.02 A09.92 23800.000 453.38 23083.00 1430.00 2.69 898.38 6610.00 7000.00 433.30 546/.00 7327.36 907.99 24700.000 453.45 20600.00 900.00 3.31 1046.00 5060.00 5200.00 433.90 4187.00 o549.98 949.30 24700.000 453.45 20600.00 900.00 3.91 1046.00 5060.00 5200.00 433.70 4187.00 6549.98 949.30 24700.000 450.54 7432.00 900.00 1.72 340.35 5060.00 5200.00 433.90 4193.02 5189.75 667.92 24700.000 453.91 23083.00 900.00 4.38 1199.67 5060.00 5200.00 .33.90 4187.30 6559.21 997.37 28JAN92 18:52:17 PAGE 25 SECNO CWSEL Q XLCH VCH TOPWIO STCHL STCHR tLMIN SSTA ENDST VOL 25530.000 453.66 20600.00 700.00 6.17 1807.12 2495.20 2742.67 434.40 2501.96 4592.89 1026.34 25530.000 453.66 20600.00 700.00 6.17 1307.12 2495.20 2742.67 434.40 2501.96 4592.39 1026.34 25530.000 450.60 7432.00 700.00 3.17 213.67 2495.20 2742.67 434.40 2514.08 2727.75 713.06 25530.000 454.17 23083.00 700.00 6.31 1d81.15 2495.20 2742.67 434.40 2.99.36 4500.00 1084.27 28JAN92 18:52:17 PA;E 25 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 19330.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 28JAN92 18:52:17 PAGE 27 FL00DWAY DATA. DENTON CREEK. TEXAS PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FI000wAY FL000wAY 18440.000 3296. 10301. 2.0 452.1 452.1 .0 19330.000 3513. 17129. 1.2 452.2 452.2 .0 19930.000 1477. 9596. 2.1 452.2 452.2 .0 21560.000 1299. 5142. 4.0 452.4 452.4 .0 22370.000 1413. 4623. 4.5 452.6 452.6 .0 23800.000 1655. 4540. 4.5 453.0 453.0 .0 24700.000 2362. 5042. 4.1 453.4 453.4 .0 25530.000 2091. 5041. 4.1 453.7 453.7 .0 • .•._.:_,. �. ,.. .- r.. +.x�- . ..•, ..-r .s:y>., .. «+.. rT .�r.s+.v. - .2. eay%Mw... fi .,. ...,�y ,. ., >.�., .._ .,,... D ENT ON GREEK IB EX I STING CONDITIONS UPDATED PROM 1991 CITY MANAGEMENT STUDY • • • • • 28JAN92 11:09:00 PAGE 1 THIS RUN EXECUTED 28JAN92 11:09:01 MEC-2 wATER SURFACE PROFILES Version 4.6.0: February 1991 T1 DENTON CREEK - EXIST CONDITIONS UPOATEO FROM 1991 CITY MANAGEMENT STUDY T2 DENTON CREEK - 100 YR FLOODMAY (NATURAL PROFILE) T3 DENTON CREEK COPPEIL,TEXAS (OENCKEX) J1 ICHECK INQ NINV IDIR STRT METRIC HVLNS 0 WSEL FQ 0 4 0 0 .0 0 0 0 452.12 J2 NPROF IPLOT PRFVS XSECV xSECH FN ALLDC IBM CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 43 39 26 4 21 22 42 53 54 7 200 NC .035 .055 .045 .1 .3 QT 8 12800 18200 20600 36200 20600 7432 23093 1670 ET 3750 7650 2.1 2.1 2.1 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY START OF THE LEVEE DISTRICT X1 18440 33 5480 5585 10000 4500 5830 X3 3750 470 GR 460 1000 448 1300 448 1800 447 2250 445 2300 GR 440 2330 440 2500 445 2600 448 2750 448 5250 GR 450 5350 451 5460 449 5480 446 5515 440 5525 GR 434 5535 431.4 5545 431.4 5555 447 5560 451 5595 GR 450 5700 450 5850 448 5920 448 6125 450 6130 GR 450 6500 448 6508 448 6515 450 6520 452 6522 GR 454 7100 460 7440 476 7650 NC .035 .055 .035 .1 .3 ET 4000 8250 2.1 2.1 2.1 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY X1 19330 65 5551.8 5965 650 650 650 X3 4000 470 GR 454 1000 450 1050 448 1070 447.6 1750 447 2210 GR 446 2410 445 2450 443 2600 443 2670 445 2690 GR 445 2710 445 2860 444 2900 443 2920 445 2960 28JAN92 11:09 :00 PAGE 2 GR 446 2970 446 3020 445 3040 443 3070 447 3100 GR 446.7 3250 447 3350 447 3500 446 3550 444 3600 GR 447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 47)0 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 52 4 0 GR 448.0 5490 448.0 5551.8 451.7 5617 431.7 5777 448 5842.2 GR 448.0 5860 445 5870 440 5880 431.7 5897 440 5915 GR 453 5965 453 5975 452 6205 451 5315 450 6435 GR 450 6800 450 6840 449 6845 450 6850 450 6892 GR 452 6942 454 6980 455 7915 455 8215 460 9250 NH 5 .045 5704 .035 5996 .045 6070 .035 6190 .055 NH 7350 ET 5208 7550 2.1 2.1 2.1 START OF CHANNEL IMPROVEMENTS OANNENBAUM (D.E.C.) CROSS SECTION X1 19930 55 5704 6190 800 550 600 X3 5208 470 GR 454.3 1000 450 1040 448 1160 449 1190 449 1210 GR 448 1220 448 1320 449 1330 450 1460 450 1520 GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 GR 447 2540 447 3070 446.3 3240 446 3350 445 3350 GR 445 3370 446 3380 447 3460 447.5 3750 447 4070 GR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960 GR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 GR 432 570 432 5930 448.5 5996 448.5 6050 448.5 6070 GR 437 5110 432 6130 437 6150 453 6190 453 5220 GR 452 6440 451 6550 450 6650 449 6840 449 6900 GR 450 6920 451 7030 452 7070 453 7130 460 7350 NC .055 .055 .035 .1 .3 ET 4939 6540 2.1 2.1 2.1 D.E.C. CROSS SECTION X1 21560 54 4939.61 5300 1600 1150 1450 X3 4939 470 GR 460 1000 455 1200 454 1250 454 1290 453 1320 GR 452 1360 451 1450 450 1480 449 1570 448 1800 GR 448.2 2050 449 2500 449 2730 448.5 3050 449 3250 GR 449 3400 449.7 3520 450 3700 449 3800 449 3900 GR 450 3920 448 4170 449 4250 450 4280 451 4340 GR 451 4420 452 4500 452 4820 452.8 4939.61 432.7 5020 GR 432.7 5100 432.59 5140 432.46 5180 432.4 5200 438 5220 GR 454.0 5270 455. 5300 455 5340 455 5360 454 5460 GR 453 5630 452 5780 452 5790 451 5850 451 5870 GR 453 5880 453 5920 453 5970 452 6150 452 6220 GR 453 6270 455 6340 450 6450 465 6540 28JAN92 11:09:30 PA,E 3 NH 5 .05 1300 .06 5094 .035 5460 .055 6610 .05 NH 6780 ET 5094 6780 2.1 2.1 2.1 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL X1 22370 28 5094 5460 800 400 830 X3 5094 470 GR 4o0 1000 449 1300 449 1750 448 1950 448 2550 GR 450 2950 450 3670 449 4010 448 4070 449.5 4370 GR 450.5 4970 450.5 5094 434.04 5160 434.04 5220 434.04 5230 GR 432.5 5320 435 5345 445 5360 446 5380 452.7 5405 GR 454.5 5460 454 5870 452.5 6310 452 6480 453.5 6550 GR 457 6610 45/.5 6630 466 6780 NC .055 .055 .035 .1 .3 NH 5 .055 5468.04 .035 5694.28 .055 6610 .035 7000 .055 NH 7550 ET 5467 7550 2.1 2.1 2.1 D.E.C. CROSS SECTION X1 23800 52 6610 7000 720 680 1430 X3 5467 470 GR 465 1000 460 1110 457 1190 456 1280 455 1340 GR 455 1480 454 1590 453 1740 452 1860 451 1950 GR 450 2110 449 2820 449 2850 450 3280 450 3300 GR 450 3350 450 3410 451 3440 451 3540 451 3630 GR 451 4140 450.4 4190 451 4240 451 4380 450.6 4900 GR 451 5280 451 5380 451.42 5468.04 434.58 5535 434.68 5625 GR 452 5694.28 454 5820 454 5940 455 5970 455 6310 GR 454 6390 455 6410 455 6510 450 6610 450 6620 GR 440. 6640 433.3 6660 440 6680 450 6700 454 7090 GR 453 7070 454 7239 454 7240 450 7290 455 7330 GR 460 7470 470 7550 NC .055 .055 .035 .1 .3 NH 5. .055 4188.16 .035 4424.38 .055 5060. .035 5200. .055 NM 6690. ET 4187. 6690. 2.1 2.1 2.1 KM- PARCHE MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FROM THE KIMLET-HORN MODEL. X1 24700. 53. 5060. 5200. 74U. 310. 900. X3 4167. 470. GR 465. 1000. 462. 1120. 462. 1140. 460. 1230. 460. 1300. GR 457. 1410. 455. 1550. 454. 1650. 453. 1670. 452. 2030. GR 451. 2180. 450. 2260. 451. 2630. 451. 2910. 451. 2980. GR 452. 3180. 452. 3340. 452. 3530. 453. 38)0. 453. 4000. GR 453. 4110. 453. 4198.16 435.04 4c60. 435.04 4350. 453.63 4424.33 GR 454. 4450. 455. 4480. 455. 4510. 454. 4730. 454. 4800. 28JAN92 11:09:00 PA,E 4 GR 455. 4850. 451. 5000. 451. 5060. 440. 5140. 433.9 5155. GR 440. 5170. 456. 5200. 456. 5240. 455. 5390. 455. 5430. GR 455. 5550. 454. 5700. 453. 5800. 454. 5850. 454. 6050. GR 453. 6130. 452. 6360. 452. 6410. 453. 6480. 451. 6500. GR 455. 6580. 460. 6670. 462. 6690. NC .055 .055 .035 .1 .3 ET 2494. 4600. 2.1 2.1 2.1 FROM KIMLEY - HORN MODEL. CHANNEL DISTANCE REVISED. *1 25530 45 2495.2 2742.67 700 560 730 X3 2494 470 GR 469.5 500 460.5 600 455.6 700 452.9 800 450.4 900 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2400 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 2670 GR 454.8 2742.67 455.6 2800. 454.7 2900. 453.8 3000. 453.2 3100. GR 453.3 3200. 452.9 3300. 452.7 3400. 452.2 3500. 452.8 3600. GR 452.3 3700. 452.4 3800. 452.2 3900. 451.6 4000. 451.7 4100. GR 452.0 4200. 451.5 4300. 452.1 4400. 451.9 4 500. 453.8 4600. 28JAN92 11:09:)0 °AGE 5 SECNO DEPTH CWSEL CRIWS WSELK EG HV Hl OLOSS L-BANK ELEV () QIOB 7CH ()ROB ALOB ACM AROB VOL TWA R -5ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH KL08R ITRIAL IOC ICONT CORAR TOPwIO ENOST *PROF 1 CCHV= .100 CEHV= .300 * SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= - 3750.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY START OF THE LEVEE DISTRICT 18440.000 20.72 452.12 .00 452.12 452.20 .08 .00 .00 449.00 20600.0 15161.5 2627.4 2811.1 6712.6 948.1 2441.0 .0 .0 451.00 .00 2.26 2.77 1.15 .035 .045 .055 .000 431.40 3750.00 .000450 10000. 5880. 4500. 0 0 0 .00 2806.68 6556.68 CCHV= .100 CEHV= .300 * SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGES KRATI0 = 2.74 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET= - 4000.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY 19330.000 20.54 452.24 .00 .00 452.28 .04 .08 .00 449.00 20600.0 8566.6 11569.9 463.5 8355.3 5995.8 1391.5 192.8 41.5 453.00 .12 1.03 1.93 .33 .035 .035 .055 .000 431.70 4000.00 .000060 650. 650. 650. 2 0 0 .00 2759.92 6946.64 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 28JAN92 11:09:00 PAGE 5 SECNO DEPTH CWSEL CREWS WSELK EG HV HL OLOSS L-BANK ELEV a GLOB QCM OROS AL)B ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENOST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .69 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= - 5208.000 ELENCL= 470.00 ELENCR= 100000.00 START OF CHANNEL IMPROVEMENTS DANNENBAUM (D.E.C.) CROSS SECTION 19930.000 20.25 452.25 .00 .00 452.36 .11 .05 .02 448.50 20600.0 1653.0 18284.3 662.7 1859.3 6481.5 1260.3 389.3 76.0 453.00 .19 .99 2.82 .53 .045 .033 .055 .000 432.00 5203.00 .000126 800. 600. 550. 2 0 0 .00 1679.74 7084.92 CCHV= .100 CEHV= .300 * SECNO 21560.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYPE= 1 TARGET= - 4939.000 ELENCL= 470.00 ELENCR= 100000.00 0.E.C. CROSS SECTION 21560.000 19.99 452.39 .00 .00 452.05 .26 .25 .05 452.90 20600.0 .0 20551.9 48.1 .0 5000.3 144.7 633.1 111.9 455.00 .29 .00 4.11 .33 .000 .035 .055 .0)0 432.40 4941.27 .000249 1600. 1450. 1150. 1 0 0 .00 637.06 6239.27 1490 NH CARD USED * SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET= -5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 28JAN91 11:09 :00 PAGE 7 22370.000 20.08 452.58 .00 .00 452.x0 .32 .23 .02 457.50 20600.0 .0 20585.2 14.8 .0 4559.7 65.0 721.8 120.2 454.50 .34 .30 4.51 .23 .000 .035 .055 .000 432.50 5094.00 .000326 800. d00. 400. 2 0 0 .00 531.31 6507.10 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET'. - 5467.000 ELENCL= 470.00 ELENCR= 100000.00 O.E.C. CROSS SECTION 23800.000 19.68 452.98 .00 .00 453.39 .41 .66 .03 450.00 20600.0 17129.6 3384.1 86.3 3100.0 1334.9 106.5 845.6 135.6 654.00 .40 5.53 2.54 .81 .035 .035 .055 .000 433.30 5467.00 .000532 720. 1430. 680. 2 0 0 .30 733.31 7321.71 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= -4187.000 ELENCL= 470.00 ELENCR= 100000.00 KH-PARCHE MODEL COORDINATION 24770 - 39440 CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MOOED. 24700.000 19.55 453.45 .00 .00 453.76 .31 .36 .01 451.00 20600.0 15376.0 4956.5 267.4 3272.9 1300.8 470.5 929.0 148.6 456.00 .45 4.70 3.81 .57 .035 .035 .055 .000 433.90 4187.00 .000419 740. 900. 310. 2 0 0 .00 1046.61 6549.02 CCHV= .100 CEHV= .300 *SECNO 25530.000 3265 DIVIDED FLOW 28JAN92 11:09:00 PAGE 9 SECNO DEPTH CWSEL CRIWS WSEIK EG HV ML OLOSS L -BANK ELEV Q GLOB OCH OROB AL08 ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAI IDC ICONT CORAR TOPwIO ENOST 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= - 2494.000 ELENCL= 470.00 EIENCR= 100000.00 FROM KIMLEY -HORN MODEL. CHANNEL DISTANCE REVISEO. 25530.000 19.27 453.67 .00 .00 454.20 .54 .37 .07 455.33 20600.0 .0 18708.4 1891.6 .0 3035.6 2009.0 1006.0 168.1 454.80 .48 .00 6.16 .94 .000 .035 .055 .000 434.40 2501.85 .000724 700. 700. 560. 2 0 0 .00 1807.59 4593.00 28JAN92 11:0?:00 PAGE 9 T1 OENTON CREEK - EXIST CONDITIONS UPDATED FROM 1991 CITY MANAGEMENT STUDY T2 OENTON CREEK - 100 YR FLOODWAY MODEL - EXIST(FEMA)100YR DISCHARGE T3 DENTON CREEK. COPPELL.TEXAS J1 ICMECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL FQ 0 6 0 0 .0 0 0 0 452.12 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC Iaw CHNIM ITRACE 2 0 -1 28JAN92 11:09:00 PAGE 10 SECNO DEPTH CWSEL GRINS WSELK EG MV ML OIOSS L-3ANK ELEV Q OL08 QCH 0R08 AL38 ACH AR08 VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XIOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST *PROF 2 CCMV= .100 CEMV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= -3750.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY START OF THE LEVEE DISTRICT 18440.000 20.72 452.12 .00 452.12 452.20 .08 .00 .00 449.00 20600.0 15161.5 2627.4 2811.1 6712.6 948.1 2441.0 .0 .0 451.00 .00 2.26 2.77 1.15 .035 .045 .055 .000 431.40 3750.00 .000450 10000. 5880. 4500. 0 0 0 .00 2806.68 6556.68 CCMY= .100 CEMV= .300 * SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.74 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET= -4000.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITT 1991 MANAGEMENT STUDY 19330.000 20.54 452.24 .00 452.24 452.28 .04 .08 .00 443.00 20600.0 8566.6 11569.9 463.5 8355.3 5995.6 1391.5 192.8 41.5 453.00 .12 1.03 1.93 .33 .035 .035 .055 .000 431.70 4000.00 .000060 650. 650. 650. 2 0 0 .J0 2759.92 6946.54 1490 NH CARD USED * SECNO 19930.000 3265 DIVIDED FLOW 28JAN92 11:09:00 PAGE 11 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q 0108 QCH QROB AL7B ACM AR08 VOL TWA R-BANK ELEV TIME VLO8 VCH VROB XNL KNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= -5208.000 ELENCL= 470.00 ELENCR= 100000.00 START OF CHANNEL IMPROVEMENTS OANNENBAUM (D.E.C.) CROSS SECTION 19930.000 20.25 452.25 .00 452.25 452.36 .11 .05 .02 448.50 20600.0 1653.0 18284.3 662.7 1859.3 6481.5 1260.3 389.3 76.0 453.00 .10 .99 2.82 .53 .045 .033 .055 .000 432.00 5208.00 .000126 800. 600. 550. 2 0 0 .00 1679.74 7084.92 CCHV= .100 CEHV= .300 *SECNO 21560.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYPE= 1 TARGET= -4939.000 ELENCL= 470.00 ELENCR= 100000.00 0.E.C. CROSS SECTION 21560.000 19.99 452.39 .00 452.39 452.65 .26 .25 .05 452.30 20600.0 .0 20551.9 48.1 .0 5000.3 144.7 633.1 111.9 455.00 .29 .30 4.11 .33 .000 .035 .055 .000 432.40 4941.27 .000249 1600. 145J. 1150. 1 0 0 .J0 637.06 6239.27 1490 NH CARD USED *SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE. 1 TARGET- - 5004.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 2dJAN92 11:09:00 PAGE 12 22370.000 20.08 452.58 .00 452.58 452.90 .32 .23 .02 450.50 20600.0 .0 20585.2 14.8 .0 4559.7 65.0 721.8 120.2 454.50 .34 .00 4.51 .23 .000 .035 .055 .000 432.50 5094.00 .000326 800. 800. 400. 2 0 0 .00 531.31 6507.10 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET* - 5467.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.G. CROSS SECTION 23800.000 19.68 452.98 .00 452.98 453.39 .41 .46 .03 450.00 20600.0 17129.6 3384.1 36.3 3100.0 1334.9 106.5 845.6 135.6 454.00 .40 5.53 2.54 .81 .035 .035 .055 .000 433.30 5467.00 .000532 720. 1430. 680. 2 0 0 .00 733.31 7521.71 CCHV= .100 CEHV= .300 1490 NH CARO USED * SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET° -4187.000 ELENCL= 470.00 ELENCR= 100000.00 KM- PARCHE MODEL COORDINATION 24700 - 39440 •* CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 19.55 453.45 .00 453.45 453.76 .31 .36 .01 451.00 20600.0 15376.0 4956.5 267.4 3272.9 1300.8 470.5 929.0 148.6 456.00 .45 4.70 3.81 .57 .035 .035 .055 .000 433.90 4187.00 .000419 740. 900. 310. 2 0 0 .00 1046.61 6549.02 CCHV= .100 CEHV= .300 * SECNO 25530.000 3265 DIVIDED FLOW 28JAN92 11:09 :00 PAGE 13 SECNO DEPTH CWSEL CRIWS WSEIK EG HV Hl OLOSS L -BANK ELEV Q GLOB QCH QROB ALOB ACH *ROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH xLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= - 2494.000 ELENCL= 470.00 ELENCR= 100000.00 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 19.27 453.67 .00 453.67 454.20 .54 .37 .07 455.33 20600.0 .0 18708.4 1891.6 .0 3035.6 2009.0 1006.0 166.1 454.80 .48 .00 6.16 .94 .000 .035 .055 .000 434.40 2501.35 .000724 700. 700. 560. 2 0 0 .00 1807.59 4593.00 28JAN92 11:09:00 PAGE 14 T1 DENTON CREEK - EXIST CONDITIONS UPDATED FROM 1991 CITY MANAGEMENT STUDY T2 DENTON CREEK - 100 YR FLOODMAY - 2YR ULT DISCHARGE T3 DENTON CREEK, COPPELL,TEXAS J1 ICHECK INQ NINY IOIR STRT METRIC HYINS Q WSEI FD 0 7 0 0 0.0000)0 0 0 0 450.19 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC IOM CHNIM ITRACE 3 0 -1 28JAN92 11:09:00 PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG HV ML OLOSS 1-9ANK ELEV a 4108 QCM OROB AL08 AGM *ROB VOL TWA R -SANK ELEV TIME VLOB VCH VROB XNL XNCM XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST *PROF 3 CCHV= .100 CEMV= .300 *SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET* -3750.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF MIGM BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY START OF THE LEVEE DISTRICT 18440.000 1b.79 459.19 .00 452.12 450.24 .05 .00 .00 449.00 7432.0 50d7.6 1812.1 532.3 3413.1 747.5 669.9 .0 .0 451.00 .00 1.49 2.42 .79 .035 .045 .055 .000 431.40 3750.00 .000446 1000). 5880. 4500. 0 0 0 .00 2574.78 6520.19 CCHV= .100 CEMV= .300 *SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 4.89 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET= -4000.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY 19330.000 18.56 450.26 .00 452.24 450.17 .01 .03 .00 448.00 7432.0 2284.9 5140.6 6.5 5279.3 519u.1 129.8 115.1 37.5 453.00 .22 .43 .99 .05 .035 .035 .055 .000 431.70 4000.00 .000019 650. 650. 650. 2 0 0 .00 2449.47 6999.55 1490 NH CARD USED 28JAN92 11:09:00 PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK EIEV O QLO8 QCH OROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IOC ICONT CORAR TOPWID ENOST * SECNO 19930.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= - 5208.000 ELENCL= 470.00 ELENCR= 100000.00 START OF CHANNEL IMPROVEMENTS OANNENBAUM (D.E.C.) CROSS SECTION 19930.000 18.27 450.27 .00 452.25 450.29 .03 .01 .00 448.50 7432.0 234.0 7164.2 33.9 876.6 5527.3 244.7 247.8 67.5 453.00 .36 .27 1.30 .14 .045 .032 .055 .000 432.00 5203.00 .000031 800. 600. 550. 2 0 0 .00 1301.32 6949.41 CCHV= .100 CEHV= .300 * SECNO 21560.000 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYRE= 1 TARGET= -4939.000 ELENCL= 470.00 ELENCR= 100000.00 0.E.C. CROSS SECTION 21560.000 17.91 450.31 .00 452.39 450.35 .05 .go .01 452.90 7432.0 .0 7432.0 .0 .0 4341.4 .0 431.4 94.1 455.00 .60 .00 1.71 .00 .000 .U35 .000 .000 432.40 4949.60 .000049 1600. 1450. 1150. 0 0 0 .00 309.84 5258.44 1490 NH CARO USED * SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 6790.0 TYPE= 1 TARGET* -5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 22370.000 17.95 450.35 .00 452.58 450.40 .06 .05 .00 450.50 7432.0 .0 7432.0 .0 .0 3873.6 .0 506.8 99.7 454.50 .71 .00 1.92 .00 .000 .035 .000 .000 432.50 5094.64 .000070 800. 800. 400. 1 0 0 .00 301.56 5396.20 28JAN92 11:09 :00 PAGE 17 SECNO DEPTH CWSEL GRINS NSELK EG MY Ml OLOSS L-BANK ELEV Q QLOB QCH OROB ALDB ACH AROB VOL TWA R-dANK ELEV TIME VLOB VCM VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH xLOBR ITRIAL IOC ICONT CORAR TOPWID ENOST CCHY= .100 CEMV= .300 1490 NM CARD USED *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= - 5467.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.G. CROSS SECTION 23800.000 17.13 450.43 .00 452.98 450.52 .09 .11 .01 450.90 7432.0 6179.2 1252.6 .2 2411.2 779.4 2.2 603.2 108.6 454.00 .84 2.56 1.61 .11 .035 .035 .055 .000 433.30 5472.01 .000130 720. 1430. 680. 2 0 0 .00 356.94 7285.99 CCMV= .100 CEHV= .300 1490 NH CARO USED *SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET* -4187.000 ELENCL= 470.00 ELEENCR= 100000.00 KH- PARCHE MODEL COOROINATION 247)0 - 39440 CROSS SECTION 24700 IS FROM THE KIMLEY -HORN MODEL. 24700.000 16.53 450.53 .00 453.45 450.62 .09 .10 .00 451.00 7432.0 5855.7 1576.3 .0 2354.6 914.9 .0 661.2 114.9 456.00 .94 2.49 1.72 .00 .035 .u35 .000 .000 433.90 4199.03 .000125 740. 900. 310. 2 0 0 .00 340.31 5189.75 CCMV= .100 CEMV= .300 * SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET* -2494.000 ELENCL= 470.00 ELENCR= 100000.00 28JAN92 11:09:00 PAGE 13 FROM KIMLEY -MORN MODEL. CHANNEL DISTANCE REVISEO. 25530.000 16.20 450.60 .00 453.67 450.76 .16 .12 .02 455.33 7432.0 .0 7432.0 .0 .0 2346.8 .0 706.3 119.4 454.80 1.00 .00 3.17 .00 .000 .035 .000 .000 434.40 2514.09 .000235 700. 700. 560. 1 0 0 .00 213.65 2727.74 28JAN92 11 :09 :00 PAGE 17 Ti DENTON CREEK - EXIST CONDITIONS UPOATED FROM 1991 CITY MANAGEMENT STUDY T2 DENTON CREEK - 100 YR FL000WAY - 100YR ULT DISCHARGE T3 DENTON CREEK. COPPELL,TEXAS J1 ICHECK INO NINV IDIR STRT METRIC HVINS 0 WSEL FO 0 8 0 0 .000030 0 0 0 452.38 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBM CHNIM ITRACE 15 0 -1 28JAN92 11:09:00 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS L-BANK EIEV 0 GLOB QCH QROB ALDB ACH AROB VOL TWA R -BANK ELEV TIME VL08 YCH VROB KNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IOC ICONT CORAR TOPWID ENOST *PROF 4 CCHV= .100 CEO= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= - 3750.000 ELENCL= 470.00 ELENCR= 100000.00 FEMN CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY START OF THE LEVEE DISTRICT 18440.000 20.98 452.38 .00 452.12 452.46 .08 .00 .00 449.00 23083.0 17008.8 2780.0 3296.2 7162.4 975.4 2703.4 .0 .0 451.00 .00 2.37 2.85 1.22 .035 .045 .055 .000 431.40 3750.00 .000458 10000. 5880. 4500. 0 0 0 .00 2881.82 6631.82 CCHV= .100 CENV= .300 *SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.61 3470 ENCROACHMENT STATIONS= 4000.0 3250.0 TYPE. 1 TARGET= -4000.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY 19330.000 20.31 452.51 .00 452.24 452.56 .04 .09 .90 448.00 23083.0 9840.8 12632.3 609.9 8773.2 6106.5 1615.4 204.0 42.6 453.00 .11 1.12 2.07 .38 .035 .035 .055 .000 431.70 4000.00 .000067 650. 650. 650. 2 0 0 .00 2828.02 6951.76 1490 NH CARD USED * SECNO 19930.000 3265 DIVIDED FLOW 28JAN92 11:09:00 PATE 21 SECNO DEPTH CWSEL CRIMS WSELK EG HV Hl OLOSS L -SANK ELEV Q QLOB QCH OROB AL)B ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENOST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .68 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= - 5208.000 ELENCL= 470.00 ELENCR= 100000.00 START OF CHANNEL IMPROVEMENTS DANNENBAUM (D.E.C.) CROSS SECTION 19930.000 20.52 452.52 .00 452.25 452.65 .13 .06 .03 448.50 23083.0 1991.6 20227.2 864.2 1992.2 6611.4 1457.8 409.8 77.9 453.00 .18 1.00 3.06 .59 .045 .033 .055 .000 432.00 5208.00 .000145 800. 600. 550. 2 0 0 .00 1755.44 7101.00 CCHV= .100 CEHV= .300 *SECNO 21560.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4939.0 5540.0 TYPE= 1 TARGET= - 4939.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 21560.000 20.28 452.68 .00 45'.39 452.99 .31 .29 .06 452.80 23083.0 .0 22983.7 99.3 .0 5093.2 250.0 663.7 116.3 455.00 .27 .00 4.51 .40 .000 .035 .055 .000 432.40 4940.12 .000295 1600. 1450. 1150. 1 0 0 .00 749.16 6253.56 1490 NH CARD USED * SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET= - 5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 28JAN92 11:09 :00 PAGE 22 22370.000 20.40 452.90 .00 452.58 453.28 .38 .27 .02 450.50 23083.0 .0 23028.1 54.9 .0 4660.5 153.8 755.2 125.7 454.50 .31 .00 4.94 .36 .000 .035 .055 .000 432.50 5094.00 .000396 803. 800. 400. 2 0 0 .00 647.46 6522.13 CCMY= .100 CEHV= .300 1490 NH CARO USED * SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= - 5467.000 ELENCI= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 23800.000 20.09 453.39 .00 452.98 453.84 .46 .54 .02 450.00 23083.0 19008.1 3942.7 132.2 3249.1 1469.1 155.6 885.0 143.7 454.00 .37 5.85 2.68 .85 .035 .035 .055 .000 433.30 5467.30 .000592 720. 1430. 680. 2 0 0 .00 900.05 7327.42 CCMY= .100 CEHV= .300 1490 NM CARO USED *SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4197.0 6690.0 TYPE= 1 TARGET= -4187.000 ELENCL= 470.00 ELENCR= 100000.00 KM- PARCHE MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FROM THE KINLEY-HORN MODEL. 24700.000 20.01 453.91 .00 453.45 454.25 .34 .40 .01 451.00 23083.0 16997.3 5563.0 522.7 3459.8 1363.5 739.1 974.5 158.4 456.00 .42 4.91 4.08 .71 .035 .035 .055 .000 433.90 4197.00 .000455 740. 900. 310. 2 0 0 .00 1200.85 6558.28 CCHV= .100 CEHV= .300 * SECNO 25530.000 3265 DIVIDED FLOW 28JAN92 11:09:00 PAGE 23 SECNO DEPTH CwSEL CRIWS WSELK EG HV HL GLOSS L-BANK ELEV O GLOB OCH OROB ALOB AGM AROB VOL TwA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST 3280 CROSS SECTION 25530.00 EXTENDED .37 FEET 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= -2494.000 ELENCL= 470.00 ELENCR= 100000.00 FROM KIMLET-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 19.77 454.17 .00 453.67 454.70 .54 .39 .06 455.33 23083.0 .0 19913.9 3169.1 .0 3155.3 2817.3 1061.4 179.5 454.80 .45 .00 6.31 1.12 .000 .035 .055 .000 434.40 2499.35 .000737 700. 700. 560. 2 0 0 .00 1881.53 4600.00 28JAN92 11:09:00 PAGE 24 THIS RUN EXECUTED 28JAN92 11:09 :06 HEC - 2 WATER SURFACE PROFILES Version 4.6.0; February 1991 NOTE- ASTERISK ( *) AT LEFT OF CROSS NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST OENTON CREEK SUMMARY PRINTOUT SECNO CwSEL 0 XLCH VCM TOPWIO STCHL STCHR ELMIN SSTA ENDST VOL 18440.000 452.12 20600.00 .00 2.77 2806.68 5480.00 5585.00 431.40 3750.00 6556.68 .00 18440.000 452.12 20600.00 .00 2.77 2806.68 5480.00 5585.00 431.40 3750.00 6556.68 .70 18440.000 450.19 7432.00 .00 2.42 2574.78 5480.00 5585.00 431.40 3750.00 6520.19 .00 18440.000 452.38 23083.00 .00 2.85 2881.82 5480.00 5585.00 431.40 3750.00 6631.92 .00 * 19330.000 452.24 20600.00 650.00 1.93 2759.92 5551.80 5965.00 431.70 4000.00 6946.64 197.92 * 19330.000 452.24 20000.00 650.00 1.93 2759.92 5551.80 5965.00 431.70 4000.00 6946.54 192.92 * 19330.000 450.26 7432.00 650.00 .99 2449.47 5551.80 5965.00 431.70 4000.00 6895.55 115.12 * 19330.000 452.51 230b3.00 650.00 2.07 2826.02 5551.80 5965.00 431.70 4000.00 6951.76 203.96 * 19930.000 452.25 20600.00 600.00 2.82 1679.74 5704.00 6190.00 432.00 5208.00 7084.92 389.30 * 19930.000 452.25 20600.00 600.00 2.82 1679.74 5704.00 6190.00 432.00 5208.00 7084.92 389.30 19930.000 450.27 7432.00 600.00 1.30 1301.32 5704.00 6190.00 432.00 5208.00 6949.41 247.82 * 19930.000 452.52 23083.00 600.00 3.06 1755.44 5704.00 6190.00 432.00 5209.00 7101.00 409.90 21560.000 452.39 20600.00 1450.00 4.11 637.06 4939.61 5300.00 432.40 4941.27 623 633.09 21560.000 452.39 20600.00 1450.00 4.11 637.06 4939.61 5300.00 432.40 4941.27 6239.27 633.09 21560.000 450.31 7432.00 1450.00 1.71 308.84 4939.61 5300.00 432.40 4949.60 5258.44 431.41 21560.000 452.68 23083.00 1450.00 4.51 749.16 4939.61 5300.00 432.40 4940.12 6253.56 663.74 22370.000 452.58 20600.00 900.00 4.51 531.31 5094.00 5460.00 432.50 5794.00 6507.10 721.94 22370.000 452.58 20600.00 800.00 4.51 531.31 5094.00 5460.00 432.50 5094.00 6507.10 721.84 22370.000 450.35 7432.00 800.00 1.92 301.56 5094.00 5460.00 432.50 5094.64 5396.20 506.84 22370.000 452.90 23083.00 800.00 4.94 647.46 5094.00 5460.00 432.50 5094.00 6522.13 755.16 23800.000 452.98 20600.00 1430.00 2.54 733.31 6610.00 7000.00 433.30 5467.10 7321.71 845.55 23800.000 452.98 20500.00 1430.00 2.54 753.31 6610.00 7000.00 433.30 5467.00 7321.71 845.55 23800.000 450.43 7432.00 1430.00 1.51 355.94 6610.00 7000.00 433.30 5472.01 7285.99 603.16 23800.000 453.39 23083.00 1430.00 2.68 900.05 6610.00 7000.00 433.30 5467.00 7327.42 885.04 24700.000 453.45 20600.00 900.00 3.81 1046.61 5060.00 5200.00 433.90 4187.00 6549.02 928.97 24700.000 453.45 20600.00 900.00 3.81 1046.61 5060.00 5200.00 433.90 4187.00 6549.02 928.97 24700.000 450.53 7432.00 900.00 1.72 340.31 5060.00 5200.00 433.90 4199.03 5189.75 661.15 24700.000 453.91 23083.00 900.00 4.08 1200.85 5060.00 5200.00 433.90 4187.00 6558.28 974.47 28JAN92 11:09:00 PAGE 25 SECNO CMSEL a XLCH VCH TOPwID STCHL STCHR ELMIN SSTA ENOST VOL 25530.000 453.67 20600.00 700.00 6.16 1807.59 2495.20 2742.67 434.40 2501.85 4593.00 1006.04 25530.000 453.67 20600.00 700.00 6.16 1807.59 2495.20 2742.67 434.40 2501.45 4593.00 1006.04 25530.000 450.60 7432.00 700.00 3.17 215.65 2495.20 2742.67 434.40 2514.J9 2727.74 70 25530.000 454.17 23083.00 700.00 6.31 1881.53 2495.20 2742.67 434.40 2499.85 4600.30 1061.44 28JAN42 11:09:10 PAGE 25 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 19330.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 28JAN92 11:09:00 PAGE 27 FLOODWAY DATA. DENTON CREEK PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 18440.000 2807. 10102. 2.0 452.1 452.1 .0 19330.000 2947. 15743. 1.3 452.2 452.2 .0 19930.000 1877. 9601. 2.1 452.2 452.2 .0 21560.000 1298. 5145. 4.0 452.4 452.4 .0 22370.000 1413. 4625. 4.5 452.6 452.6 .0 23800.000 1855. 4541. 4.5 453.0 453.0 .0 24700.000 2362. 5044. 4.1 453.5 453.5 .0 25530.000 2091. 5045. 4.1 453.7 453.7 .0 D ENT ON CREEK IC_ PROPOSED RECLA.MA=I • 28JAN92 11:15:35 P4GE 1 THIS RUN EXECUTED 28JAN92 11:15 :35 HEC MATER SURFACE PROFILES Version 4.6.0; February 1991 T1 DENTON CREEK - PROPOSED RECLAMATION FOR VILLAGES OF COPPELL PHASE 3 II 4 T2 DENTON CREEK - 100 YR FIOODwAY (NATURAL PROFILE) T3 OENTON CREEK COPPEIL.TEXAS (OENCKPR) J1 ICHECK INQ NINV IDIR STRT METRIC HYINS Q WSEL FQ 0 4 0 0 .7 0 0 0 452.12 J2 NPROF IPLOT PRFVS XSECY XSECH FN ALLOC IBM CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 43 39 26 4 21 22 42 53 54 7 200 NC .035 .055 .045 .1 .3 QT 8 12800 18200 20600 36100 20600 7432 23033 1670 ET 3750 6515 2.1 2.1 2.1 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY START OF THE LEVEE OISTRICT X1 18440 33 5480 5585 10000 4500 5830 x3 3750 470 GR 460 1000 448 1300 448 1800 447 2250 445 2300 GR 440 2330 440 2500 445 2600 448 2750 448 5250 GR 450 5350 451 5460 449 5480 446 5515 440 5525 GR 434 5535 431.4 5545 431.4 5555 447 5560 451 5535 GR 450 5700 450 5850 448 5920 448 6125 450 6130 GR 450 6500 448 6508 448 6515 450 6520 452 6522 GR 454 7100 460 7440 476 7650 NC .035 .055 .035 .1 .3 ET 4000 635 2.1 2.1 2.1 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY X1 19330 65 5551.8 5965 650 650 650 X3 4000 470 GR 454 1000 450 1050 448 1070 447.6 1750 447 2210 GR 446 2410 445 2450 443 2600 443 2670 445 2630 GR 445 2710 445 2850 444 2900 443 2920 445 2960 28JAN92 11 :15 :35 PAGE 2 GR 446 2970 446 3020 645 3060 443 3070 447 3100 GR 446.7 3250 447 3350 447 3500 446 3550 444 36)0 GR 447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4090 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5230 GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 5777 448 5542.2 GR 448.0 5860 445 5870 440 5880 431.7 5897 440 5915 GR 453 5965 453 5975 452 6205 451 6315 450 6435 _ GR 450 6800 450 6840 449 6845 450 6850 450 6892 GR 452 6942 454 6980 455 7915 455 9215 460 8250 NH 5 .045 5704 .035 5996 .045 6070 .035 6190 .055 NH 7350 ET 5208 7350 2.1 2.1 2.1 START OF CHANNEL IMPROVEMENTS OANNENBAUM (D.E.C.) CROSS SECTION X1 19930 55 5704 6190 800 550 600 x3 5208 470 GR 454.3 1000 450 1040 448 1160 449 1190 449 1210 GR 448 1220 448 1320 449 1330 450 1460 450 1520 GR 449 1530 447.2 1900 447 2170 446.2 2190 446.4 2420 GR 447 2540 447 3070 446.3 3240 446 3350 445 3360 GR 445 3370 446 3390 447 3460 447.5 3750 447 4070 GR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960 GR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5794 GR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070 GR 437 6110 432 6130 437 6150 453 6190 453 6220 GR 452 6440 451 6550 450 6650 449 6840 449 6900 GR 450 6920 451 7030 452 7070 453 7130 460 7350 NC .0S5 .055 .035 .1 .3 ET 4939 6540 2.1 2.1 2.1 D.E.C. CROSS SECTION X1 21560 54 4939.61 5300 1600 1150 1450 X3 4939 470 GR 460 1000 455 1200 454 1250 454 1290 453 1320 GR 452 1360 451 1450 450 1480 449 1570 448 1800 GR 448.2 2050 449 2500 449 2730 448.5 3050 449 3260 GR 449 3400 449.7 3520 450 3700 449 3800 449 3900 GR 450 3920 448 4170 449 4250 450 4290 451 4340 GR 451 4420 452 4500 452 4820 452.8 4939.51 432.7 5020 GR 432.7 5100 432.58 5140 432.46 5180 432.4 5200 438 5220 GR 454.0 5270 455. 5300 455 5340 455 5360 454 5460 GR 453 5630 452 5790 452 5790 451 5850 451 5870 GR 453 5880 453 5920 453 5970 452 6150 452 6220 GR 453 6270 455 6340 460 6450 465 6540 28JAN92 11:15:35 PAGE 3 NH 5 .05 1300 .06 5094 .035 5460 .055 6610 .05 NH 6780 ET 5094 6780 2.1 2.1 2.1 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL X1 22370 28 5094 5460 800 400 80 X3 5094 470 (D7g© 47 GR 460 1000 449 1300 449 1750 448 1950 448 2550 GR 450 2950 450 3670 449 4010 448 4070 449.5 4370 GR 450.5 4970 450.5 5094 434.04 5160 434.04 5220 434.04 5280 GR 432.5 5320 435 5345 445 5360 446 5380 452.7 5405 GR 454.5 5460 454 5870 452.5 6310 452 6480 453.5 6550 GR 457 6610 459.5 6630 466 6780 NC .055 .055 .035 .1 .3 NN 5 .055 5468.04 .035 5694.28 .055 6610 .035 7000 .055 NH 7550 ET 5467 7550 2.1 2.1 2.1 D.E.C. CROSS SECTION X1 23800 52 6610 7000 720 680 1430 X3 5467 470 GR 465 1000 460 1110 457 1190 456 1280 455 1340 GR 455 1480 454 1590 453 1740 452 1860 451 1950 GR 450 2110 449 2820 449 2850 450 3290 450 3300 GR 450 3350 450 3410 451 3440 451 3540 451 3630 GR 451 4140 450.4 4190 451 4240 451 4380 450.6 4900 GR 451 5280 451 5380 451.42 5468.04 434.68 5535 434.68 5625 GR 452 5694.28 454 5820 454 5940 455 5970 455 6310 GR 454 6390 455 6410 455 6510 450 6610 450 6620 GR 440. 6640 433.3 6660 440 6680 450 6700 454 7000 GR 453 7070 454 7239 454 7240 450 7290 455 7350 GR 460 7470 470 7550 NC .055 .055 .035 .1 .3 NH 5. .055 4188.16 .035 4424.38 .055 5060. .035 5200. .055 NH 6690. ET 4187. 6690. 2.1 2.1 2.1 KH-PARCHE MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FROM THE KIMLET -HORN MODEL. X1 24700. 53. 5060. 5200. 740. 310. 900. X3 4157. 470. GR 465. 1000. 462. 1120. 462. 1140. 460. 1230. 460. 1300. GR 457. 1410. 455. 1550. 454. 1650. 453. 1870. 452. 2090. GR 451. 2180. 450. 2260. 451. 2630. 451. 2910. 451. 2980. GR 452. 3180. 452. 3340. 452. 3530. 453. 3800. 453. 4000. GR 453. 4110. 453. 4188.16 435.04 4260. 435.04 4350. 453.63 4424.39 GR 454. 4450. 455. 4480. 455. 4510. 454. 4730. 454. 4800. 28JAN92 11:15:35 PAGE 4 GR 455. 4850. 451. 5000. 451. 5060. 440. 5140. 433.9 5155. GR 440. 5170. 456. 5200. 456. 5240. 455. 5390. 455. 5430. GR 455. 5550. 454. 5700. 453. 5800. 454. 5850. 454. 6050. GR 453. 6130. 452. 6360. 452. 6410. 453. 6480. 451. 6500. GR 455. 6580. 460. 6670. 462. 6690. NC .055 .055 .035 .1 .3 ET 2494. 4600. 2.1 2.1 2.1 FROM KIMLEM -HORN MODEL. CHANNEL DISTANCE REVISED. X1 25530 45 2495.2 2742.67 700 560 730 X3 2494 470 GR 469.5 500 460.5 600 455.6 700 452.9 800 450.4 900 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 GR 453.1 2000 453.4 2100 454.2 2200 454.3 23)0 455 2400 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 2670 GR 454.8 2742.67 455.6 2800. 454.7 2900. 453.8 3000. 453.2 3100. GR 453.3 3200. 452.9 3300. 452.7 3400. 452.2 3500. 452.9 3600. GR 452.3 3700. 452.4 3800. 452.2 3900. 451.6 4000. 451.7 4100. GR 452.0 4200. 451.5 4300. 452.1 4400. 451.9 4500. 453.9 4670. 28JAN9e 11:15:35 PAGE 5 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-3ANK ELEV Q QLOB 3CH QROB ALOB ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCM VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST *PROF 1 CCHV= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= -3750.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY START OF THE LEVEE DISTRICT 18440.000 20.72 452.12 .00 452.12 452.20 .08 .00 .00 449.00 20600.0 15161.5 2627.4 2811.1 6712.6 948.1 2441.0 .0 .0 451.00 .00 2.26 2.77 1.15 .035 .045 .055 .000 431.40 3750.00 .000450 10000. 5880. 4500. 0 0 0 .00 2806.68 6556.68 CCHV= .100 CEHV= .300 * SECNO 19330.000 3265 DIVIDED FLOM 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.74 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET= -4000.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY 19330.000 20.54 452.24 .00 .00 452.28 .04 .08 .00 448.00 20600.0 8566.6 11569.9 463.5 8355.3 5995.8 1391.5 192.8 41.5 453.00 .12 1.03 1.93 .33 .035 .055 .055 .000 431.70 4000.00 .000060 650. 650. 650. 2 0 0 .00 2759.92 6946.64 1490 NM CARD USED * SECNO 19930.000 3265 DIVIDED FLOW 28JAN92 11:15:35 PAo;E 5 SECNO OEPTH CWSEL CRIWS WS`_LK EG HV ML OLOSS L-8ANK ELEV Q GLOB QCH UROB ALDB ACH AROB VOL TWA R -HANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SST4 SLOPE XLOBL XLCM XLOBR ITRIAL IOC ICONT CORAR TOPWIO ENOST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .69 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= -5208.000 ELENCL= 470.00 ELENCR= 100000.00 START OF CHANNEL IMPROVEMENTS DANNENBAUM (D.E.C.) CROSS SECTION 19930.000 20.25 452.25 .00 .00 452.36 .11 .05 .02 449.50 20600.0 1653.0 18284.3 662.7 1859.3 6481.5 1260.3 389.3 78.0 455.00 .19 .59 2.82 .53 .045 .033 .055 .030 432.00 5208.00 .000126 800. 600. 550. 2 0 0 .00 1679.74 7084.92 CCMV= .100 CEHV= .300 * SECNO 21560.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYPE= 1 TARGET= -4939.000 ELENCL= 470.00 ELENCR= 100000.00 O.E.C. CROSS SECTION 21560.000 19.99 452.39 .00 .00 452.65 .26 .25 .05 452.80 20600.0 .0 20551.9 48.1 .0 5000.3 144.7 633.1 111.9 455.00 .29 .00 4.11 .33 .000 .035 .055 .030 432.40 4941.27 .000249 1603. 1450. 1150. 1 0 0 .30 637.06 6239.27 1490 NH CARO USED * SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET= -5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 28JAN92 11:15:35 PASS 7 22370.000 20.08 452.58 .00 .00 452.70 .32 .23 .02 450.50 20600.0 .0 20585.2 14.8 .0 4559.7 65.0 721.8 120.2 454.50 .34 .30 4.51 .23 .000 .035 .055 .000 432.50 5094.00 .000326 800. 800. 400. 2 0 0 .00 531.31 6507.10 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 23600.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= - 5467.000 ELENCL= 470.00 ELENCR= 100000.00 O.E.C. CROSS SECTION 23800.000 19.68 452.98 .00 .00 453.39 .41 .46 .03 450.00 20600.0 17129.6 3384.1 86.3 3100.0 1334.9 106.5 845.6 135.6 454.00 .40 5.53 2.54 .81 .035 .035 .055 .000 433.30 5467.00 .000532 720. 1430. 680. 2 0 0 .30 733.31 7321.71 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= -4187.000 ELENCL= 470.00 ELENCR= 100000.00 KH-PARCHE MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FROM THE KIMLEY-MORN MODEL. 24700.000 19.55 453.45 .00 .00 453.76 .31 .36 .01 451.00 20600.0 15376.0 4956.5 267.4 3272.9 1300.8 470.5 929.0 148.6 456.00 .45 4.70 3.81 .57 .035 .035 .055 .000 433.90 4187.00 .000419 740. 900. 310. 2 0 0 .00 1046.61 6549.02 CCMY= .100 CEHV= .300 *SECNO 25530.000 3265 DIVIDED FLOW 28JAN91 11:15:35 PAGE 8 SECNO DEPTH CwSEL CRIwS WSELK EG HV ML OLOSS L -BANK EIEV 0 GLOB OCH OROB ALOB ACH AROB VOl TWA R -BANK ELEV TIME VLOB VCN VROB xNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPwID ENDST 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= -2494.000 ELENCL= 470.00 ELENCR= 100000.00 FROM KIMLEY -HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 19.27 453.67 .00 .00 454.20 .54 .37 .07 455.33 20600.0 .0 18708.4 1891.6 .0 3035.6 2009.0 1006.0 168.1 454.80 .48 .00 6.16 .94 .000 .035 .055 .000 434.40 2501.85 .000724 700. 700. 560. 2 0 0 .00 1807.59 4593.00 28JAN92 11:15:35 PAGE o T1 DENTON CREEK — PROPOSED RECLAMATION FOR VILLAGES OF COPPELL PHASE 3 1 4 T2 DENTON CREEK — 100 TR FL000WAT (NATURAL PROFILE) T3 OtNTON CREEK, COPPELL,TEXAS J1 ICHECK INQ NINV IOIR STRT METRIC MVINS Q WSEL FO 0 6 0 0 .0 C 0 0 452.12 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC IBM CHNIM ITRACE 2 0 —1 28JAN92 11:15:35 PAGE 10 SECNO DEPTH CWSEL CRIWS WS_LK EG NV HL OLOSS L ELEV Q GLOB OCM QROB AL0B ACH AR08 VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLObL XLCH XLOBR ITRIAL IDC ICONT CORAR TCPWIO ENOST *PROF 2 CCHV= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= - 3750.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY START OF THE LEVEE OISTRICT 18440.000 20.72 452.12 .00 452.12 452.20 .08 .00 .00 449.00 20600.0 15161.5 2627.4 2811.1 5712.6 948.1 2441.0 .0 .0 451.00 .00 2.26 2.77 1.15 .035 .U45 .055 .000 431.40 3750.00 .000450 1000J. 5880. 4500. 0 0 0 .J0 2806.68 6556.68 CCHVa .100 CEHV= .300 *SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.74 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET. - 4000.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY 19330.000 20.54 452.24 .00 452.24 452.28 .04 .08 .00 449.00 20600.0 8566.6 11569.9 463.5 8355.3 5995.8 1391.5 192.8 41.5 453.00 .12 1.03 1.93 .33 .035 .035 .055 .000 431.70 4000.00 .000060 650. 650. 650. 2 0 0 .00 2759.92 6946.64 1490 NH CARO USED * SECNO 19930.000 3265 DIVIDED FLOW 28JAN92 11:15:35 PAGE 11 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L - BANK ELEV Q QLOB CH QR08 ALB ACM ARO8 VOL TWA R -BANK ELEV TIME VLOB VCH VROB XN. XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENOST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .69 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= - 5208.000 ELENCL= 470.00 ELENCR= 100000.00 START OF CHANNEL IMPROVEMENTS DANNENBAUM (0.E.C.) CROSS SECTION 19930.000 20.25 452.25 .00 452.25 452.36 .11 .05 .02 448.50 20600.0 1653.0 18284.3 662.7 1859.3 6481.5 1260.3 389.3 76.0 453.00 .19 .89 2.82 .53 .045 .033 .055 .000 432.00 5208.00 .000126 800. 600. 550. 2 0 0 .00 1679.74 7084.92 CCMV= .100 CEMV= .300 *SECNO 21560.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYPE= 1 TARGET= - 4939.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.G. CROSS SECTION 21560.000 19.99 452.39 .00 452.39 452.65 .26 .25 .05 452.80 20600.0 .0 20551.9 48.1 .0 5000.3 144.7 633.1 111.9 455.00 .29 .30 4.11 .33 .000 .G35 .055 .030 432.40 4941.27 .000249 1603. 1450. 1150. 1 0 0 .00 637.06 6239.27 1490 NH CARD USED *SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET= - 5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 28JAN92 11 :15:35 PAGE 12 22370.000 20.08 452.58 .00 452.58 452.90 .32 .23 .02 450.50 20600.0 .0 20585.2 14.8 .0 4559.7 65.0 721.8 120.2 454.50 .34 .00 4.51 .23 .000 .035 .055 .000 432.50 5094.30 .000326 800. 900. 400. 2 r 0 .00 531.31 6507.10 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLON 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET. -5467.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 23800.000 19.68 452.98 .00 452.98 453.39 .41 .46 .03 450.00 20600.0 17129.6 3384.1 86.3 3100.0 1334.9 106.5 845.6 135.6 454.00 .40 5.53 2.54 .81 .035 .035 .055 .000 433.30 5467.00 .000532 720. 1430. 680. 2 0 0 .00 733.31 7321.71 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= - 4187.000 ELENCL= 470.00 ELENCR= 100000.00 KM PARCHE MODEL COORDINATION 24700 - 39440 * CROSS SECTION 24700 IS FROM THE KIMLEY-MORN MODEL. 24700.000 19.55 453.45 .00 453.45 453.76 .31 .36 .01 451.30 20600.0 15376.0 4956.5 267.4 3272.9 1300.8 470.5 929.0 148.6 456.00 .45 4.70 3.81 .57 .035 .035 .055 .000 433.90 4187.00 .000419 74). 900. 310. 2 0 0 .00 1046.61 6549.02 CCHV= .100 CEHV= .300 *SECNO 25530.000 3265 DIVIDED FLOW 28JAN92 11:15 :35 PA,E 13 SECNO DEPTH CWSEI CRIWS WSEIK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -SANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE X1OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENOST 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= - 2494.000 ELENCL= 470.00 ELENCR= 100000.00 FROM KIMLEY MODEL. CHANNEL DISTANCE REVISED. 25530.000 19.27 453.67 .00 453.67 454.20 .54 .37 .07 455.33 20600.0 .0 18708.4 1891.6 .0 3035.6 2009.0 1006.0 168.1 454.80 .48 .00 6.16 .94 .000 .035 .055 .000 434.40 2501.d5 .000724 700. 700. 560. 2 0 0 .00 1807.59 4593.00 28JAN92 11:15 :35 PAGE 1. T1 DENTON CREEK - PROPOSED RECLAMATION FOR YILIAGES OF COPPELI PHASE 3 & 4 T2 DENTON CREEK - 100 YR FLOODWAY - 2YR ULT DISCHARGE T3 DENTON CREEK. COPPELL.TEXAS J1 ICHECK IND NINV 1011 STRT METRIC MVINS Q WSEL FO 0 7 0 0 0.0000)0 0 0 0 450.19 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC I8W CHNIM ITRACE 3 0 -1 28JAN92 11:15 :35 PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG MV HL OLOSS L-BANK ELEV O OLOb OCH 4R0B ALB ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROb XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENOST *PROF 3 CCHV= .100 CEHV= .30u * SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= -3750.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY START OF THE LEVEE DISTRICT 18440.000 18.79 450.19 .00 452.12 450.24 .05 .00 .00 449.00 7432.0 5087.6 1812.1 532.3 3413.1 747.5 669.9 .0 .0 451.00 .00 1.49 2.42 .79 .035 .045 .055 .000 431.40 3750.00 .000446 10000. 5880. 4500. 0 0 0 .00 2574.78 6520.19 CCHV= .100 CEHV= .300 * SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 4.89 3470 ENCROACHMENT STATIONS= 4000.0 9250.0 TYPE= 1 TARGET= - 4000.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY 19330.000 18.56 450.26 .00 452.24 450.27 .01 .03 .00 448.00 7432.0 2284.9 5140.6 6.5 5279.3 5190.1 129.8 115.1 37.5 453.00 .22 .43 .99 .05 .035 .035 .055 .000 431.70 4000.00 .000019 650. 650. 650. 2 0 0 .00 2449.47 6898.55 1490 NH CARD USED 28JAN92 11:15:35 PAGE 16 SECNO DEPTH CWSEL GRINS wSELK EG HV HL OLOSS l -BANK ELEV Q QLOB QCH QROB ALDB ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAI IDC ICONT CORAR TOPwIO ENOST *SECNO 19930.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= - 5208.000 ELENCL= 470.00 ELENCR= 100000.00 START OF CHANNEL IMPROVEMENTS OANNENBAUM (D.E.C.) CROSS SECTION 19930.000 13.27 450.27 .00 452.25 450.29 .03 .01 .00 444.50 7432.0 234.0 7164.2 33.9 876.6 55c7.3 244.7 247.8 67.5 453.00 . 36 .27 1.30 .14 .045 .032 .055 .000 432.00 5208.)0 .000031 800. 600. 550. 2 0 0 .00 1301.32 6949.41 CCHV= .100 CEHV= .300 *SECNO 21560.000 3470 ENCROACHMENT STATIONS= 4939.0 5540.0 TYPE= 1 TARGET= -4939.000 ELENCL= 470.00 EIENCR= 100000.00 D.E.C. CROSS SECTION 21560.000 17.91 450.31 .00 452.39 450.35 .05 .06 .01 452.80 7432.0 .0 7432.0 .0 .0 4341.4 .0 431.4 94.1 455.00 . 60 .00 1.71 .00 .000 .U35 .000 .000 432.40 4949.60 . 000049 1600. 1450. 1150. 0 0 0 .00 308.94 5258.44 1490 NH CARD USED * SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET= -5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 22370.000 17.85 450.35 .00 452.58 450.40 .06 .05 .00 450.50 7432.0 .0 7432.0 .0 .0 3873.6 .0 506.8 99.7 454.50 .71 .00 1.92 .00 .000 .035 .000 .000 432.50 5J94.64 . 000070 800. 800. 400. 1 0 0 .00 301.56 5396.20 28.141492 11:15:35 PAGE 17 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L-dANK ELEV Q QL06 QCH QROB ALOB ACM AROB VOL TWA R-dANK ELEV TIME VLOB VCH VROB XNL XNCH XNR NTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWIO ENDST CCMV= .100 CEHV= .300 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= - 5467.000 ELENCL= 470.00 ELENCR= 100000.00 0.E.C. CROSS SECTION 23800.000 17.13 450.43 .00 452.98 450.52 .09 .11 .01 450.00 7432.0 6179.2 1252.6 .2 2411.2 779.4 2.2 603.2 108.6 454.00 .84 2.56 1.61 .11 .035 .035 .055 .000 433.30 5472.01 .000130 720. 1430. 680. 2 0 0 .00 356.94 7285.99 CCHY= .100 CEMV= .300 1490 NM CARD USED * SECNO 24700.000 3265 DIVIOED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= -4187.000 ELENCL= 470.00 ELENCR= 100000.00 KM-PARCHE MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FROM THE KIMLEY °MORN MODEL. 24700.000 16.63 450.53 .00 453.45 450.62 .09 .10 .00 451.00 7432.0 5855.7 1576.3 .0 2354.6 914.9 .0 661.2 114.9 456.00 .94 2.49 1.72 .00 .035 .035 .000 .000 433.90 4199.03 .000125 740. 900. 310. 2 0 0 .00 340.31 5189.75 CCHY= .100 CEHV= .300 * SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= -2494.000 ELENCL= 470.00 ELENCR= 100000.00 28JAN92 11:15:35 PAGE 11 FROM KIMLET -MORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 16.20 450.60 .00 453.67 450.76 .16 .12 .02 455.33 7432.0 .0 7432.0 .0 .0 2346.8 .0 706.3 119.4 454.80 1.00 .00 3.17 .00 .000 .035 .000 .000 434.40 2514.09 .000235 700. 700. 560. 1 0 0 .00 213.65 2727.74 28JAN92 11:15 :35 PAGE 19 T1 DENTON CREEK - PROPOSED RECLAMATION FOR VILLAGES OF COPPELL PHASE 3 1 T2 DENTON CREEK - 100 YR FLOODMAY - 100YR ULT DISCHARGE T3 DENTON CREEK. COPPELL.TEXAS J1 ICHECK INS NINV IDIR STRT METRIC MVINS 0 WSEL FO 0 8 0 0 .000000 0 0 0 452.38 J2 NPROF IPLOT PREYS XSECV XSECH FN ALLDC IOM CHNIM ITRACE 15 0 -1 28JAN92 11:15:35 PAGE 20 SECNO DEPTH CWSEL CRIWS WSELK EG HV Hl OLOSS L-BANK ELEV 0 (LOB (CH QRO8 AL06 ACM AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL )(NCH XNR WIN ELMIN SSTA SLOPE XLOBL KILN XLOBR ITRIAL IOC ICONT CORAR TOPWIO ENOST *PROF 4 CCHV= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= - 3750.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION REVISED SOUTH OF NIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY START OF THE LEVEE DISTRICT 18440.000 20.98 452.38 .00 452.12 452.46 .08 .00 .00 449.00 23083.0 17008.8 2780.0 3294.2 7152.4 975.4 2703.4 .0 .0 451.00 .00 2.37 2.85 1.22 .035 .045 .055 .000 431.40 3750.00 .000458 10000. 5880. 4500. 0 0 0 .00 2881.82 6631.82 CCHV= .100 CEHV= .300 * SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.61 3470 ENCROACHMENT STATIONS= 400.0 8250.0 TYPE= 1 TARGET= - 4000.000 ELENCL= 470.00 ELENCR= 103000.00 FEMA CROSS SECTION REVISED SOUTH OF HIGH BANK TO REFLECT AERIAL TOPO FROM CITY 1991 MANAGEMENT STUDY 19330.000 20.91 452.51 .00 452.24 452.56 .04 .09 .00 449.00 23083.0 9840.8 12632.3 609.9 8773.2 6106.5 1615.4 204.0 42.6 453.00 .11 1.12 2.U7 .38 .035 .035 .055 .000 431.70 4000.00 .000067 650. 650. 650. 2 0 0 .00 2828.02 6951.76 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 28JAN92 11 :15:35 PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS L -SANK ELEV 0 OL08 OCH ()ROB AL)B ACH AROB VOL TWA R-8ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENOST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO • .68 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= -5208.000 ELENCL= 470.00 ELENCR= 100000.00 START OF CHANNEL IMPROVEMENTS DANNENBAUM (D.E.C.) CROSS SECTION 19930.000 20.52 452.52 .00 452.25 452.65 .13 .06 .03 448.50 23083.0 1991.6 20227.2 864.2 19)2.2 6611.4 1457.8 409.8 77.9 453.70 .18 1.00 3.06 .59 .045 .033 .055 .000 432.00 5203.30 .000145 800. 600. 550. 2 0 0 .00 1755.44 7101.00 CCHV= .100 CEHV= .300 * SECNO 21560.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYPE= 1 TARGET= -4939.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 21560.000 20.28 452.68 .00 452.39 452.9? .31 .29 .06 452.90 23083.0 .0 22983.7 99.3 .0 5093.2 250.0 663.7 116.3 455.00 .27 .00 4.51 .40 .000 .035 .055 .000 432.40 4940.12 .000295 1603. 1450. 1150. 1 0 0 .00 749.16 6253.56 1490 NM CARD USED *SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET= - 5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 28JAN92 11:15:35 PAGE 22 22370.000 20.40 452.90 .00 452.58 453.28 .38 .27 .02 450.50 23083.0 .0 23028.1 54.9 .0 4660.5 153.8 755.2 125.7 454.50 .31 .00 4.94 .36 .000 .035 .055 .000 432.50 5094.30 .000390 800. 800. 400. 2 0 0 .00 647.46 6522.13 CCMV= .100 CEHV= .300 1490 NM CARD USED * SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= -5467.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 23800.000 20.09 453.39 .00 452.98 453.84 .46 .54 .02 450.00 23083.0 19008.1 3942.7 132.2 3249.1 1469.1 155.6 885.0 143.7 454.00 .37 5.85 2.68 .85 .035 .035 .055 .000 433.30 5467.00 .000592 720. 1430. 680. 2 0 0 .00 900.05 7327.42 CCMV= .100 CEHV= .300 1490 NM CARD USED *SECNO 24700.000 3265 DIVIDEO FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET* -4187.000 ELENCL= 470.00 ELENCR= 100000.00 KH- PARCME MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 20.01 453.91 .00 453.45 454.25 .34 .40 .01 451.00 23083.0 16997.3 5563.0 522.7 3459.8 1363.5 739.1 974.5 158.4 455.00 .42 4.91 4.08 .71 .035 .035 .055 .000 433.90 4187.00 .000455 740. 900. 310. 2 0 0 .00 1200.85 6558.28 CCMV= .100 CEHV= .300 *SECNO 25530.000 3265 DIVIDED FLOW 28JAN92 11:15:35 PAGE 23 SECNO DEPTH CMSEL CRIWS wSELK EG HV HI GLOSS L-BANK EIEV Q QLOB QCH ()ROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENOST 3280 CROSS SECTION 25530.00 EXTENOED .37 FEET 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= - 2494.000 ELENCL= 470.00 ELENCR= 100000.00 FROM KIMLET-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 19.77 454.17 .00 453.67 454.70 .54 .39 .06 455.33 23083.0 .0 19913.9 3169.1 .0 3155.3 2817.3 1061.4 179.5 454.90 .45 .00 6.31 1.12 .000 .035 .055 .000 434.40 2499.85 .000737 700. 700. 560. 2 0 0 .00 1881.53 4600.00 28JAN92 11:15:35 PAGE 24 THIS RUN EXECUTED 28JAN92 11:15:41 HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 NOTE- ASTERISK ( *) AT LEFT OF CROSS NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK SUMMARY PRINTOUT SECNO CWSEL Q XLCH VCH TOPMIO STCML STCHR ELMIN SSTA ENOST VOL 18440.000 452.12 20600.00 .00 2.77 2306.68 5480.00 5585.00 431.40 3750.00 6556.68 .00 18440.000 452.12 20600.00 .00 2.77 2906.68 5480.00 5585.00 431.40 3750.00 6556.68 .00 18440.000 450.19 7432.00 .00 2.42 2574.78 5480.00 5585.00 431.40 3750.00 6520.19 .00 18440.000 452.38 23083.00 .00 2.85 2881.82 5480.00 5585.00 431.40 3750.00 6631.92 .00 * 19330.000 452.24 20600.00 650.00 1.93 2759.92 5551.80 5965.00 431.70 4000.00 6946.64 192.82 * 19330.000 452.24 20600.00 650.00 1.93 2759.92 5551.80 5965.00 431.70 4000.00 6946.64 192.82 * 19330.000 450.26 7432.00 650.00 .99 2449.47 5551.80 5965.00 431.70 4000.00 6893.55 115.12 * 19330.000 452.51 23083.00 650.00 2.07 2828.02 5551.80 5965.00 431.70 4000.00 6951.76 203.96 * 19930.000 452.25 20600.00 600.00 2.82 1679.74 5704.00 6190.00 432.00 5208.00 7084.92 389.30 * 19930.000 452.25 20600.00 600.00 2.82 1679.74 5704.00 6190.00 432.00 5208.00 7084.92 389.30 19930.000 450.27 7432.00 600.00 1.30 1301.32 5704.00 6190.00 432.00 5208.00 6949.41 247.82 * 19930.000 452.52 23083.00 600.00 3.06 1755.44 5704.00 6190.00 432.00 5203.00 7101.00 409.80 21560.000 452.39 20600.00 1450.00 4.11 637.06 4939.61 5300.00 432.40 4941.27 6239.27 633.09 21560.000 452.39 20600.00 1450.00 4.11 637.06 4939.61 5300.00 432.40 4941.27 6239.27 633.09 21560.000 450.31 7432.00 1450.00 1.71 308.84 4939.61 5300.00 432.40 4949.60 5259.44 431.41 21560.000 452.58 23083.00 1450.00 4.51 749.16 4939.61 5300.00 432.40 4240.12 6253.56 663.74 22370.000 452.58 20600.00 900.00 4.51 531.31 5094.00 5460.00 432.50 5094.00 6507.10 721.84 22370.000 452.58 20600.00 800.00 4.51 531.31 5094.00 5460.00 432.50 5094.J0 6507.10 721.94 22370.000 450.35 7432.00 800.00 1.92 301.56 5094.00 5460.00 432.50 5094.64 5396.20 506.34 22370.000 452.90 23083.00 800.00 4.94 647.46 5094.00 5460.00 432.50 5094.00 6522.13 755.16 23800.000 452.98 20600.00 1430.00 2.54 733.31 6610.00 7000.00 433.30 5467.00 7321.71 845.55 23800.000 452.98 20600.00 1430.00 2.54 733.31 6610.00 7000.00 433.30 5467.00 7321.71 945.55 23800.000 450.43 7432.00 1430.00 1.61 356.94 6610.00 7000.00 433.30 5472.01 7285.99 603.16 23800.000 453.39 23083.00 1430.00 2.68 900.05 6610.00 7000.00 433.30 5467.00 7327.42 885.04 24700.000 453.45 20600.00 900.00 3.81 1046.61 5060.00 5200.00 433.90 4187.00 6549.02 928.97 24700.000 453.45 20600.00 900.00 3.81 1046.61 5060.00 5200.00 433.90 4187.00 6549.02 928.97 24700.000 450.53 7432.00 900.00 1.72 340.31 5060.00 5200.00 433.90 4198.03 5189.75 661.15 24700.000 453.91 23083.00 900.00 4.08 1200.85 5060.00 5200.00 433.90 4187.00 6558.28 074.47 28JAN92 11:15:35 PAGE 25 SECNO CWSEL Q XLCH VCH TOPNID STCHL STCHR ELMIN SSTA ENOST VOL 25530.000 453.67 20600.00 700.00 6.16 1807.59 2495.20 2742.67 434.40 2501.85 4593.90 1006.04 25530.000 453.67 20600.00 700.00 6.16 1807.59 2495.20 2742.67 434.40 2501.85 4593.00 1006.04 25530.000 457.60 7432.00 700.00 3.17 213.65 2495.20 2742.67 434.40 2514.09 2727.74 706.28 25530.000 454.17 23083.00 700.00 6.31 1881.53 2495.20 2742.67 434.40 2499.85 4600.00 1061.44 28JAN92 11:15 :35 PAGE 25 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 19330.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 28JAN92 11:15:35 PAGE 27 FL00DWAY DATA. DENTON CREEK PROFILE NO. 2 FL000WAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FL0004AY FL00DWAT 18440.000 2807. 10102. 2.0 452.1 452.1 .0 19330.000 2947. 15743. 1.3 452.2 452.2 .0 19930.000 1877. 9601. 2.1 452.2 452.2 .0 21560.000 1298. 5145. 4.0 452.4 452.4 .0 22370.000 1413. 4625. 4.5 452.6 452.6 .0 23800.000 1855. 4541. 4.5 453.0 453.0 .0 24700.000 2362. 5044. 4.1 453.5 453.5 .0 25530.000 2091. 5045. 4.1 453.7 453.7 .0 • • DENTON CREEK ID. MULTI PROFILES WITH EX I STING CONDITIONS • • • • • • • 02FE892 14:03:34 PAGE 1 THIS RUN EXECUTED )2FE992 14:33:34 HEC WATER SURFACE PROFILES Version 4.6.0. Februvey 1991 T1 OENTON CREEK - EXISTING CONDITION - MULTIPLE PROFILE 10 T2 JtNTON CREEK - 10 YR DISCHARGE PROFILE T3 OtNTON CREEKS TEXAS (OCMPEX) J1 ICrIECK INO NINV IUIR STRT METRIC MVINS 0 WSEL FO U 2 0 0 . 0 0 0 449.70 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC 18W CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 3o 1 43 39 26 4 21 22 4:. 53 54 J5 LPRNT NUMSEC REQUESTED SECTION NUMBERS -1J NC .035 .055 .045 .1 .3 OT 4 12800 18200 20600 3o200 FEMA CROSS SECTION START OF THE LEVEE DISTRICT X1 18440 31 54d0 5585 10000 4500 5890 X3 0 0 0 3750 470 7650 470 GR 460 1000 448 13)0 448 1800 447 2250 445 2300 GR 44U 2330 440 2530 445 2600 448 2750 448 5250 GR 450 5350 451 5460 449 5490 446 5515 440 5525 GR 434 5535 431.4 5545 431.4 5555 447 5560 451 5535 GR 450 5700 450 5850 448 6000 450 6230 452 6500 GR 450 5700 447 6790 466 6780 450 6940 460 7440 GR 470 7650 NC .035 .055 .J3S .1 .3 02FE892 14:03:34 PAGE 2 FEMA CROSS SECTION START OF THE PROPOSED CHANNEL IMPROVEMENTS X1 19330 61 5551.8 5965 650 650 650 X3 0 0 0 4000 470 8250 470 GR 454 1000 450 1050 448 1070 447.6 1750 447 2210 GR 446 2410 445 2.450 443 2600 443 2670 445 2630 GR 445 2710 445 2860 444 2900 443 2v20 445 2950 GR 446 2970 446 3020 445 3040 443 3070 447 31)0 GR 440.7 3250 447 3350 447 3500 446 3550 444 3600 GR 447 3650 445 3710 446 3850 447 3940 447 4050 GR 446 4090 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 48)0 447.3 5010 448 5040 448.0 5230 GR 448.0 5490 449.) 5551.8 431.7 5617 431.7 5777 448 5842.2 GR 448.J 5860 445 5870 440 5880 431.7 5877 440 5915 GR 453 5965 453 5975 452 6205 451 o315 450 6435 GR 449 7035 447 7135 450 7185 455 7915 455 8215 GR 460 8250 NH 5 .045 5704 .035 5996 .045 6070 .U35 5170 .055 NH 735J DANNENBAUM (D.E.C.) CROSS SECTION X1 19930 55 5704 6190 800 550 600 X3 0 0 0 5208 470 7350 470 GR 454.3 1000 450 1040 448 1160 449 1190 449 1210 GR 448 1220 448 1320 449 1330 450 1450 450 1520 GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 GR 447 2540 447 3070 446.3 3240 446 3350 445 3350 GR 445 3370 446 3390 447 3460 447.5 3750 447 4070 GR 447 4090 446 4150 448.5 4300 448.5 4660 448.5 4960 GR 440.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 GR 432 5770 432 5930 448.5 5996 448.5 5050 448.5 6070 GR 437 5110 432 6130 437 6150 453 01 453 6220 GR 452 5440 451 6550 450 6650 449 5840 449 6970 GR 450 6920 451 7030 452 7070 453 7130 460 7350 NC .055 .055 .035 .1 .3 D.E.C. CROSS SECTION X1 21560 54 4939.61 5300 1600 1150 1450 X3 0 0 0 4939 470 0540 470 GR 460 1000 455 1200 454 1250 454 12 453 1320 GR 451 1360 451 1450 450 1480 449 1570 448 1900 GR 448.2 2050 449 2500 449 2730 448.5 3050 449 3250 GR 449 3400 449.7 3520 450 3700 449 3800 449 3 GR 450 3920 448 4170 449 4250 450 4280 451 4340 GR 451 4420 452 4590 452 4820 452.8 4939.61 432.7 5020 GR 432.7 5100 432.59 5140 43[.46 5180 432.4 5200 438 5220 GR 454.J 5270 455. 5300 455 5340 455 5360 454 5460 GR 453 5630 452 5790 452 5790 451 5950 451 5870 GR 453 5880 453 5920 453 5970 452 5150 452 6220 GR 453 5270 455 6340 460 6450 455 5540 02FE892 14:03:34 PAGE 3 NH 5 .05 130J .06 5094 .035 5460 .055 5610 .)5 NH 6780 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL X1 22370 28 5094 5460 800 400 8)0 X3 J 0 0 5094 470 6780 470 GR 460 1000 449 1300 449 1750 448 1950 448 2550 GR 450 2950 450 3670 449 4010 446 4070 449.5 4370 GR 450.5 4970 450.5 5094 434.04 5160 434.04 5220 434.04 5280 GR 432.5 5320 435 5345 445 5360 446 5330 452.7 54)5 GR 454.5 5460 454 5870 452.5 6310 452 6490 453.5 6550 GR 457 6610 459.5 6630 466 6790 NC .055 .055 .035 .1 .3 NH 5 .055 5468.04 .035 5694.28 .055 6610 .035 70)0 .055 NH 7350 D.E.C. CROSS SECTION X1 23600 52 6610 7010 720 680 1430 x3 0 0 0 5467 470 7550 470 GR 465 1000 46J 1110 457 1190 456 1260 455 1340 GR 455 1430 454 1590 453 1740 452 1 &60 451 1950 GR 450 2110 449 2820 449 2850 450 3230 450 3310 GR 450 3350 450 3410 451 3440 451 3540 451 3630 GR 451 4140 450.4 4190 451 4240 451 4390 450.6 49)0 GR 451 5280 451 5330 451.42 5468.04 434.68 5535 434.68 5625 GR 452 5694.28 454 5820 454 5940 455 5 455 6310 GR 454 6390 455 6410 455 6510 450 6610 450 6620 GR 44U. 6640 433.3 6660 440 6680 450 67)0 454 7000 GR 453 7070 454 7239 454 7240 450 7230 455 7350 GR 460 7470 470 7550 NC .055 .055 .035 .1 .3 NM 5. .055 4185.10 .035 4424.38 .055 5060. .035 5200. .055 NH 6690. * KM PARCH: MODEL COORDINATION 247)0 - 39440 CROSS SECTION 24700 IS FROM THE KIMLEY M00EL. X1 24700. 53. 5060. 5200. 740. 310. 900. X3 0 0 0 4197 470 6690 470 GR 465. 1000. 462. 1120. 462. 1140. 460. 1230. 460. 1300. GR 457. 1410. 455. 1550. 454. 1650. 453. 1670. 452. 2080. GR 451. 2180. .50. 2260. 451. 2630. 451. 2910. 451. 2930. GR 4.2. 3110. 452. 3340. 452. 3530. 453. 3800. 453. 4000. GR 453. 4110. 453. 4198.16 435.04 4260. 435.04 4350. 453.o3 4424.39 GR 454. 4450. 455. 4430. 455. 4510. 454. 4790. 454. 4800. GR 455. 4850. 451. 5000. 451. 5060. 440. 5140. 433.9 5155. GR 440. 5170. 456. 5200. 456. 5240. 455. 5390. 455. 5430. GR 455. 5550. 454. 5700. 453. 5800. 454. 5850. 454. 6050. 02FEB92 14:03:54 PAGE 4 GR 453. 6130. 452. 6350. 452. 6410. 453. 6490. 451. 5530. GR 455. 6580. 460. 6670. 462. 6690. NC .U55 .055 .035 .1 .3 FROM KIMLEY -HORN MODEL. CHANNEL DISTANCE REVISED. X1 [5530 45 2495.2 2742.57 700 560 700 X3 0 0 0 2494 470 4600 470 GR 469.5 500 460.5 600 455.6 700 452.9 890 450.4 900 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1490 GR 451 1500 451.4 1670 451.6 1700 451.5 1830 452.7 1900 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2470 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 2670 GR 454.8 2742.67 455.6 2800 454.7 2900 453.8 3000 453.2 5100 GR 453.3 3200 452.9 3300 452.7 3400 452.2 3530 452.8 3600 GR 452.3 3700 452.4 38)0 452.2 3900 451.6 4000 451.7 4100 GR 452 4200 451.5 4300 452.1 4400 451.9 4500 453.8 4690 02FE892 14:03:34 RAGE 5 T1 DENTON CREEK - F.I.S. UPDATE T2 DENTON CREEK - 50 TR DISCHARGE PROFILE FIS T3 OENTON CREEK, TEXAS (DCMPEX) J1 ICHECK INQ NINV IDIR STRT METRIC HVIMS Q wSEL FQ 0 3 0 0 0 0 0 450.50 J2 NPROF IPLOT PRFVS XSECV XS_CH FN ALLDC INV CHNIM ITRACE 2 0 -1 02FE1392 14:03:34 PAGE 6 T1 DENTON CREEK - F.I.S. UPDATE T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS (OCMPEX) J1 ICHECK INS NINV IDIR STRT METRIC HVINS 0 WSEL FO 0 4 0 0 .00)452 0 0 0 450.70 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IOW CHNIM ITRACE 3 0 -1 02FEB92 14:03:34 PAGE 7 T1 DENTON CREEK - F.I.S. UPDATE T2 OENTON CREEK - 500 YR DISCHARGE PROFIL= FIS T3 DENTON CREEK. TEXAS (OCMPEX) J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q NSEL FO 0 5 0 0 .000452 0 0 0 451.60 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBM CHNIM ITRACE 15 0 -1 02FE892 14 :03:34 PAGE 9 THIS RUN EXECUTED 02FE892 14:03:39 HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 NOTE- ASTERISK ( *) AT LEFT OF CROSS NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK. TEXAS (OCM SUMMARY PRINTOUT sECNO CWSEL 0 XLCH VCH TOPWIO STCHL STCHR :AMIN SSTA ENOST 18440.000 449.70 12800.00 .J0 5.84 2083.88 5480.00 5585.00 431.40 3750.00 6780.30 18440.000 450.50 18200.00 .00 5.04 2586.18 5480.00 5585.00 431.40 3750.00 6965.00 18440.000 452.12 20600.00 .00 2.79 3157.43 5480.00 5585.00 431.40 3750.00 7045.19 18440.000 453.64 36200.00 .00 3.10 3248.62 5480.00 5585.00 431.40 3750.00 7122.18 * 19330.300 453.07 12900.00 650.00 1.76 2721.78 5551.80 5965.00 431.70 4003.00 7194.91 * 19330.000 450.82 18200.00 650.00 2.16 2925.01 5551.80 5965.00 431.70 4000.00 7304.37 * 19330.000 452.25 20500.00 650.00 1.88 3327.68 5551.80 5965.00 431.70 4000.00 7513.33 * 19330.000 453.81 36200.00 650.00 2.55 3740.99 5551.80 5965.00 431.70 4000.00 7740.99 19930.000 450.09 12800.00 600.00 2.28 1263.84 5704.00 6190.00 432.00 5208.00 6930.01 19930.000 450.84 18200.00 )00.00 2.96 1423.04 5704.00 6190.00 432.30 5203.00 7012.42 * 19930.000 452.25 20600.00 600.70 2.82 1679.87 5704.00 6190.00 432.30 5201.00 7084.05 * 19930.000 453.79 36200.00 600.00 4.11 1946.30 5704.00 6190.00 432.00 5203.30 7154.30 21560.000 450.22 12900.00 1450.00 2.97 308.26 4939.61 5300.00 432.40 4949.73 5253.19 21560.000 451.04 18200.00 1450.00 5.98 356.65 4939.61 5300.00 432.40 4940.65 5370.20 21560.000 452.39 20600.00 145J.00 4.11 636.77 4939.61 5300.00 432.40 4941.27 6239.23 * 215o0.000 454.01 36200.00 1450.00 6.36 1179.48 4939.61 5300.00 432.40 4939.00 6305.74 22370.000 453.34 12800.00 300.00 3.31 301.52 5094.00 5460.00 432.50 5094.66 5395.18 22370.600 451.24 18200.00 100.00 4.39 505.53 5094.00 5460.00 432.50 5094.00 5399.53 22370.000 452.58 20600.00 300.30 4.51 531.48 5094.00 5460.00 432.50 5094.00 6507.12 22370.000 454.46 36200.00 300.00 6.77 1436.71 5094.00 5460.00 432.50 5094.00 6566.42 23800.000 450.58 12800.00 1430.00 2.63 375.94 6610.00 7000.00 433.30 5471.41 7289.29 23800.000 451.63 18200.00 1430.00 2.83 510.15 6610.00 7003.00 433.30 5467.00 7302.96 23800.600 452.98 20600.00 1430.00 2.53 733.39 6610.00 7000.00 433.30 5467.00 7321.71 23800.000 455.59 36200.00 1430.00 3.57 1897.18 6610.00 7000.00 433.30 5467.00 7364.18 24700.000 453.89 12803.00 900.00 2.37 346.35 5060.00 5200.00 433.40 4196.52 5193.41 24700.000 452.15 18200.00 900.00 3.74 594.00 5060.00 5200.00 433.90 4191.54 6523.39 24700.000 453.45 20600.00 900.00 3.81 1046.72 5060.00 5200.00 433.90 4187.00 6549.03 24700.000 456.12 36200.00 900.00 4.85 2413.22 5060.00 5200.00 433.90 4187.00 6600.22 4 • U2FE642 14:03:34 PAGE 9 • • SECNO CMSEI 0 KICH VCH TOPNID STCHI STCHR cIMIN SSTA ENOST 25530.000 451.0o 12500.00 700.00 5.24 217.10 2495.20 2742.67 434.40 2512.26 2729.36 25530.000 452.36 18200.00 700.00 5.58 1094.53 2495.20 2742.67 434.40 2507.02 4525.02 • 25530.000 453.57 2060J.00 700.00 6.16 1807.68 2495.20 2742.07 434.40 2501.35 4593.01 25530.0u0 450.41 36200.00 700.00 6.58 2106.00 2495.20 2742.07 +34.40 2494.00 4600.00 • • • • • • • • • • • • • • • • • m. 02FEe92 14:03:34 PAGE 10 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 19330.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 21560.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE DENTON CREEE: IF_ MUL TIPLE PROFILES WITH PROPOS RECT _AMAT1ON • • 28JAN92 12:18:58 PAGE 1 THIS RUN EXECUTED 28JAN92 12:18 :59 HEC-2 WATER SURFACE PROFILES Version 4.6.0; February 1991 T1 DENTON CREEK - F.I.S. UPDATE(INCLUDES VILLAGES OF COPPELL) XOENCKMP T2 DENTON CREEK - 10 YR (MULTIPLE PROFILE 10.50.10035O0 T3 DENTON CREEK, COPPELL.TEXAS ALSO ULT 2YR d ULT 100YR Ji ICHECK INQ NINV IDLR STRT METRIC HVINS Q WSEI F0 0 7 0 0 .0 0 0 0 449.70 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC ION CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 43 39 26 4 21 22 42 53 54 7 NC .035 .055 .045 .1 .3 QT 8 7432 23083 23083 36200 20600 12800 18200 7432 ET 3750 6515 2.1 2.1 2.1 2.1 2.1 2.1 FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE LEVEE DISTRICT ENCROACHMENT MOVED TO 6515 FOR LAKES OF COPPELL RECLAMATION X1 18440 33 5480 5585 10000 4500 5810 X3 3750 470 6515 470 GR 460 1000 448 1300 448 1800 447 2250 445 2300 GR 440 2330 440 2500 445 2600 448 2750 448 5250 GR 450 5350 451 5460 449 5480 446 5515 440 5525 GR 434 5535 431.4 5545 431.4 5555 447 5560 451 5535 GR 450 5700 450 5850 448 5920 448 6125 450 5130 GR 450 6500 448 6508 448 6515 450 6520 452 6522 GR 454 7100 460 7440 476 7650 NC .035 .055 .035 .1 .3 ET 4000 6950 2.1 2.1 2.1 2.1 2.1 2.1 ENCROACHMENT MOVED TO 6850 FOR LAKES OF COPPELL RECLAMATION FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE PROPOSED CHANNEL IMPROVEMENTS X1 19330 65 5551.8 5965 650 650 650 X3 4000 470 6850 470 GR 454 1000 450 1050 448 1070 447.6 1750 447 2210 GR 446 2410 445 2450 443 2600 443 2670 445 2690 GR 445 2710 445 2860 444 2900 443 2920 445 2960 28J4N92 12:18:58 PAGE 2 GR 446 2970 446 3020 445 3040 443 3070 447 3100 GR 446.7 3250 447 3350 447 3500 446 3550 444 3600 GR 447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280 GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 5777 448 5942.2 GR 448.0 5860 445 5870 440 5880 431.7 5897 440 5915 GR 453 5965 453 5975 452 6205 451 6315 450 6435 GR 450 6800 450 6840 449 6845 450 6850 450 5892 GR 452 6942 454 6980 455 7915 455 8215 460 9250 NH 5 .045 5704 .035 5996 .045 6070 .035 61)0 .055 NH 7350 ET 5208 7350 2.1 2.1 2.1 2.1 2.1 2.1 DANNENBAUM (D.E.C.) CROSS SECTION X1 19930 55 5704 6190 800 550 600 X3 5208 470 GR 454.3 1000 450 1040 448 1160 449 1190 449 1210 GR 448 1220 448 1320 449 1330 450 1460 450 1520 GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 GR 447 2540 447 3070 446.3 3240 446 3350 445 3360 GR 445 3370 446 3380 447 3460 447.5 3750 447 4070 GR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960 GR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 GR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070 GR 437 6110 432 6130 417 6150 453 6190 453 6220 GR 452 5440 451 6550 450 6650 449 6840 449 6900 GR 450 6920 451 7030 452 7070 453 7150 460 7350 NC .055 .055 .035 .1 .3 ET 4939 6540 2.1 2.1 2.1 2.1 2.1 2.1 D.E.C. CROSS SECTION X1 21560 54 4939.61 5300 1600 1150 1450 X3 4939 470 GR 460 1000 455 1200 454 1250 454 1290 453 1320 GR 452 1360 451 1450 450 1480 449 1570 448 1800 GR 448.2 2050 449 2500 449 2730 448.5 3050 449 3260 GR 449 3400 449.7 3520 450 3700 449 3800 449 3900 GR 450 3920 448 4170 449 4250 450 4280 451 4340 GR 451 4420 452 4500 452 4820 452.8 4939.61 432.7 5020 GR 432.7 5100 432.58 5140 432.46 5180 432.4 5200 438 5220 GR 454.0 5270 455. 5300 455 5340 455 5360 454 5460 GR 453 5630 452 5780 452 5790 451 5850 451 5870 GR 453 5880 453 5920 453 5970 452 6150 452 6220 GR 453 6270 455 6340 460 6450 465 6540 28JAN92 12 :18:58 PAGE 3 NH 5 .05 1300 .06 5094 .035 5460 .055 6610 .05 NH 6780 ET 5094 6780 2.1 2.1 2.1 2.1 2.1 2.1 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL X1 22370 28 5094 5460 800 400 800 X3 5094 470 GR 460 1000 449 1300 449 1750 448 1950 448 2550 GR 450 2950 450 3670 449 4010 448 4070 449.5 4370 GR 450.5 4970 450.5 5094 434.04 5160 434.04 5220 434.04 5280 GR 432.5 5320 435 5345 445 5360 446 5380 452.7 5405 GR 454.5 5460 454 5870 452.5 6310 452 6480 453.5 5550 GR 457 6610 459.5 6630 466 6780 NC .055 .055 .035 .1 .3 NH 5 .055 5468.04 .035 5694.28 .055 6610 .035 7000 .055 NH 7550 ET 5467 7550 2.1 2.1 2.1 2.1 2.1 2.1 0.E.C. CROSS SECTION X1 23800 52 6610 7000 720 680 1430 X3 5467 470 GR 465 1000 460 1110 457 1190 456 1280 455 1340 GR 455 1480 454 1590 453 1740 452 1850 451 1950 GR 450 2110 449 2820 449 2850 450 3280 450 3300 GR 450 3350 450 3410 451 3440 451 3540 451 3630 GR 451 4140 450.4 4190 451 4240 451 4380 450.6 4900 GR 451 5280 451 5380 451.42 5468.04 434.68 5535 434.68 5625 GR 452 5694.28 454 5820 454 5940 455 5970 455 6310 GR 454 6390 455 6410 455 6510 450 5610 450 6620 GR 44U. 6640 433.3 6660 440 6680 450 6700 454 70)0 GR 453 7070 454 7239 454 7240 450 7280 455 7350 GR 460 7470 470 7550 NC .055 .055 .035 .1 .3 NH 5. .055 4188.16 .035 4424.38 .055 5060. .035 5200. .055 NH 6690. ET 4187. 6690. 2.1 2.1 2.1 2.1 2.1 2.1 KH-PARCHE MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FROM THE KIMLEY-MORN MODEL. X1 24700. 53. 5060. 5200. 740. 310. 900. X3 4187. 470. GR 465. 1000. 462. 1120. 462. 1140. 460. 1230. 460. 1390. GR 457. 1410. 455. 1550. 454. 1650. 453. 1870. 452. 2080. GR 451. 2180. 450. 2260. 451. 2630. 451. 2910. 451. 2930. GR 452. 3180. 452. 3340. 452. 3530. 453. 3800. 453. 4000. GR 453. 4110. 453. 4188.16 435.04 4260. 435.04 4350. 453.63 4424.38 GR 454. 4450. 455. 4480. 455. 4510. 454. 4730. 454. 4800. 28JAN92 12:18:58 PAGE 4 GR 455. 4850. 451. 5000. 451. 5050. 440. 5140. 433.0 5155. GR 440. 5170. 456. 5200. 456. 5240. 455. 5390. 455. 5430. GR 455. 5550. 454. 5700. 453. 5800. 454. 5850. 454. 6050. GR 453. 6130. 452. 6360. 452. 6410. 453. 6480. 451. 6500. GR 455. 6580. 460. 6670. 462. 6690. NC .055 .055 .035 .1 .3 ET 2494. 4600. 2.1 2.1 2.1 2.1 2.1 2.1 FROM KINLEY -HORN MODEL. CHANNEL DISTANCE REVISED. X1 25530 45 2495.2 2742.67 700 560 700 X3 2494 470 GR 469.5 500 460.5 600 455.6 700 452.9 300 450.4 900 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2370 455 2400 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 2670 GR 454.8 2742.67 455.6 2800 454.7 2900 453.8 3000 453.2 3100 GR 453.3 3200 452.9 3300 452.7 3400 452.2 3500 452.8 3600 GR 452.3 3700 452.4 3800 452.2 3900 451.6 4000 451.7 4100 GR 452 4200 451.5 4300 452.1 4400 451.9 4590 453.8 4600 28JAN92 12:18:58 PAGE 5 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q OLOB OCH (ROB ALDB ACM ARM VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST *PROF 1 CCHV= .100 CEHV= .300 * SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 6515.0 TYPE= 1 TARGET= 2755.000 ELENCL= 470.00 ELENCR: 470.00 FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE LEVEE DISTRICT ENCROACHMENT MOVED TO 6515 FOR LAKES OF COPPELL RECLAMATION 18440.000 18.30 449.70 .00 .00 449.95 .25 .30 .00 449.00 12800.0 8022.5 3997.5 780.0 2624.7 699.3 420.4 .0 .0 451.00 .00 3.06 5.72 1.96 .035 .045 .055 .000 431.40 3750.J0 .002614 10000. 5880. 4500. 0 0 0 .00 1971.42 6515.00 CCHV= .100 CEHV= .300 * SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 6.55 3470 ENCROACHMENT STATIONS= 4000.0 6850.0 TYPE= 1 TARGET' 2850.000 ELENCL= 470.00 ELENCR= 470.00 ENCROACHMENT MOVED TO 6850 FOR LAKES OF COPPELL RECLAMATION FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE PROPOSED CHANNEL IMPROVEMENTS 19330.000 18.36 450.06 .00 .00 450.09 .04 .12 .02 449.00 12800.0 3739.0 9059.6 1.4 4953.7 5105.7 26.$ 103.2 32.4 453.00 .12 .75 1.77 .05 .035 .035 .055 .000 431.70 4000.00 .000061 650. 650. 650. 2 0 0 .00 2374.93 6850.00 1490 NH CARD USED 28JAN92 12:18:58 °AGE o SECNO DEPTH CWSEI GRINS wSELK EG HY HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R-8ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR 'TRIAL IOC ICONT CORAR TOPwID ENOST * SECNO 19930.000 3265 DIYIOED FLOW 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= -5208.000 ELENCL= 470.00 ELENCR= 100000.00 DANNENBAUM (O.E.C.) CROSS SECTION 19930.000 18.08 450.08 .00 .00 453.15 .08 .05 .J1 449.50 12800.0 343.1 12416.6 40.3 791.6 5435.5 186.1 229.8 61.8 453.00 .20 .44 2.28 .22 .045 .032 .055 .000 432.00 5208.00 . 000097 800. 600. 550. 2 0 0 .00 1260.60 6928.34 CCHV= .100 CEHV= .300 *SECNO 21560.000 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYPE= 1 TARGET= -4939.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 21560.000 17.81 450.21 .00 .00 450.34 .14 .17 .02 452.80 12800.0 .0 12800.0 .0 .0 4311.9 .0 408.8 87.7 455.00 .34 .00 2.97 .00 .000 .035 .000 .030 432.40 4949.98 . 000148 1600. 1450. 1150. 2 0 0 .00 308.16 5258.15 1490 NH CARD USED * SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET* -5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 22370.000 17.82 450.32 .00 .00 450.49 .17 .14 .01 450.50 12800.0 .0 12800.0 .0 .0 3867.9 .0 484.0 93.3 454.50 .40 .00 3.31 .00 .000 .035 .000 .000 43 - .50 5094.71 . 000207 800. 80U. 400. 2 0 0 .00 301.42 5396.13 28JAN92 12:18:58 PAGE 7 SECNO DEPTH CWSEI CRIWS WSELK EG HY ML OLOSS L -SANK ELEV 0 0108 QCH QROB AL08 ACM *ROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCM XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CENT= .300 1490 NH CARD USED * SECNO 23800.000 3265 DIVIDED FLOW 1470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= -5467.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 23800.000 17.26 450.56 .00 .00 450.83 .27 .31 .03 450.00 12800.0 10697.3 2101.9 .9 2442.1 796.8 3.8 580.7 102.5 454.00 .48 4.38 2.64 .23 .035 .035 .055 .000 433.30 5471.46 .000377 720. 1430. 680. 2 0 0 .00 374.25 7287.90 CCHV= .100 CEHV= .300 1490 NM CARD USED *SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= -4187.000 ELENCL= 470.00 ELENCR= 100000.00 KH-PARCME MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FROM THE KIMLET - HORN M00EL. 24700.000 16.97 450.87 .00 .00 451.11 .24 .27 .00 451.00 12800.0 10045.1 2754.9 .0 2427.7 958.4 .0 640.2 109.0 456.00 .54 4.94 2.87 .00 .035 .035 .000 .000 433.90 4196.67 .000337 740. 900. 310. 2 0 0 .00 346.14 5190.39 CCHV= .100 CEHV= .300 * SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= -2494.000 ELENCL= 470.00 ELENCR= 100000.00 28JAN92 12:18:58 PA;E 1 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISEO. 25530.000 16.65 451.05 .00 .00 451.48 .43 .31 .06 455.33 12800.0 .0 12800.0 .0 .0 2442.3 .0 687.1 113.5 454.80 .57 .00 5.24 .00 .000 .035 .000 .000 434.40 2512.31 .000622 700. 700. 560. 2 0 0 .00 217.01 2729.32 28JAN92 12:18:58 PAvE 0 T1 DENTON CREEK - F.I.S. UPDATE (INCLUDES LAKES OF CORPELL) T2 DENTON CREEK - 50 TR PROFILE T3 DENTON CREEK. COPPELL. TEXAS J1 'CHECK INQ NINV IDIR STRT METRIC MVINS Q wSEL FQ 0 8 0 0 .0 0 0 0 450.50 J2 NPROF IPLOT PREYS XSECY XSECH FN ALLOC IBM CHNIM ITRACE 2 0 -1 28JAN92 12:13:58 PATE 1) SECNO DEPTH CWSEL CRIWS WSELK EG HV Hl OLOSS l -dANK ELEV Q QLOB QCH 008 ALOB ACM AROB VOL TWA R -SANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XIOBL XLCM XLOBR ITRIAL IOC ICONT CORAR TOPWID ENOST *PROF 2 CCHV= .100 CEHV= .300 * SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 6515.0 TYPE= 1 TARGET= 2765.000 ELENCL= 470.00 ELENCR= 470.00 FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE LEVEE DISTRICT ENCROACHMENT MOVED TO 6515 FOR LAKES OF COPPELL RECLAMATION 18440.000 19.10 450.50 .00 449.70 450.70 .20 .00 .00 449.00 18200.0 12840.5 3863.3 1496.2 3925.0 778.8 928.9 .0 .0 451.00 .00 3.27 4.96 1.61 .035 .045 .055 .000 431.40 3150.00 .001809 10000. 5880. 4500. 0 0 0 .00 2644.37 6515.00 CCHV= .100 CEHV= .300 *SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTS /OE OF ACCEPTABLE RANGE. KRATIO f 4.56 3470 ENCROACHMENT STATIONS= 4000.0 6850.0 TYPE= 1 TARGET= 2850.000 ELENCL= 470.00 ELENCR= 470.00 ENCROACHMENT MOVED TO 6850 FOR LAKES OF COPPELL RECLAMATION FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE PROPOSED CHANNEL IMPROVEMENTS 19330.000 19.11 450.81 .00 450.06 450.87 .05 .15 .01 449.00 18200.0 6261.0 11857.6 81.4 6133.7 5412.4 381.9 131.0 38.2 453.00 .10 1.02 2.19 .21 .035 .035 .055 .000 431.70 4000.00 .000087 650. 650. 650. 2 0 0 .00 2469.11 6850.00 1490 NM CARD USED 28JAN92 12:18:58 PAGE 11 SECNO DEPTH CWSEL CRIWS wSELK EG HV HL OLOSS L -HANK ELEV Q 0100 QCM UROB ALOB ACM AR08 VOL TWA R -HANK ELEV TIME VLOB VCM VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENOST * SECNO 19930.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= - 5208.000 ELENCL= 470.00 ELENCR= 100000.00 OANNENBAUM (D.E.C.) CROSS SECTION 19930.000 18.83 450.83 .00 450.08 450.96 .13 .07 .02 449.50 18200.0 832.1 17185.2 182.8 1158.0 5799.5 463.5 280.5 69.1 453.00 .16 .72 2.96 .39 .045 .032 .055 .000 432.00 5203.00 .000154 800. 600. 550. 2 0 0 .00 1421.85 7011.81 CCHV= .100 CEHV= .300 * SECNO 21560.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYPE= 1 TARGET= -4939.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.G. CROSS SECTION 21560.000 18.63 451.03 .00 457.21 451.28 .25 .28 .04 452.90 18200.0 .0 18200.0 .0 .0 4569.5 .7 480.5 97.6 455.00 .27 .00 3.98 .04 .000 .035 .055 .000 432.40 4946.67 .000253 1600. 1450. 1150. 2 0 0 .00 336.28 5870.17 1490 NH CARD USED * SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET* - 5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 22370.000 18.73 451.23 .00 45).32 451.53 630 .23 .02 450.50 18200.0 .0 18200.0 .0 .0 4143.8 .0 560.5 103.4 454.50 .32 .00 4.39 .00 .000 .035 .000 .000 432.50 5094.00 .000340 800. 800. 400. 2 0 0 .00 305.52 5399.52 28JAN92 12:18:58 PAGE 12 SECNO DEPTH CWSEL CRIWS WSELK EG MV ML OLOSS L-BANK ELEV Q QLOB QCM pROB AL08 ACH AR08 VOL TWA R -BANK ELEV TIME VLOB VCM VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH xLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST CCMV= .100 CEMV= .300 1490 NM CARO USED *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET* -5467.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 23800.000 18.33 451.63 .00 45).56 452.08 .45 .50 .04 450.00 18200.0 15407.6 2774.0 18.4 2701.1 980.0 31.8 667.2 114.3 454.00 .38 5.70 2.83 .58 .035 .035 .055 .000 433.30 5467.00 .000603 720. 1430. 680. 2 0 0 .00 509.60 7302.80 CCMV= .100 CEMV= .300 1490 NM CARD USED * SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= -4187.000 ELENCL= 470.00 ELENCR= 100000.00 KM-PARCHE MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 I5 FROM THE KIMLEY-HORN MODEL. 24700.000 18.25 452.15 .00 453.87 452.50 .35 .41 .01 451.30 18200.0 13978.4 4212.0 9.7 2805.0 1126.5 30.8 735.9 123.5 456.00 .42 4.98 3.74 .32 .035 .035 .055 .000 433.90 4191.56 .000476 740. 900. 310. 2 0 0 .00 592.48 6525.01 CCMV= .100 CEHV= .300 * SECNO 25530.000 3265 DIVIDED FLOW 28JAN92 12 :18 :58 PA;E 13 SECNO DEPTH CWSEL GRINS WSEIK EG HV HL OLOSS L -BANK ELEV Q QLOB UCH QR08 ALB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= 2494.000 ELENCL= 470.00 ELENCR= 100000.00 FROM KIMLEY -HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 17.97 452.37 .00 451.05 453.04 .67 .45 .10 455.33 18200.0 .0 18014.4 185.6 .0 2735.2 349.7 792.0 135.4 454.90 .45 .00 6.59 .53 .000 .035 .05S .000 434.40 2507.03 .000897 700. 700. 560. 2 0 0 .00 1086.68 4524.83 28JAN92 12:19:58 PAGE 14 T1 DENTON CREEK - F.I.S. UPDATE(INCLUOES LAKES OF COPPELL) T2 DENTON CREEK - 100 rR PROFILE T3 DENTON CREEK. COPPELL.,TEKAS J1 ICMECK INJ NINV IDIR STRT METkIC KVINS 0 WSEL FO 0 6 0 0 .0 0 0 0 452.12 J2 NPROF IPLOT PRFVS KSECV KSECH FN *UDC ISM CMNIM ITRACE 3 0 -1 28JAN92 12:18:58 PAGE 15 SECNO DEPTH CWSEL GRINS WSELK EG HY HL OLOSS l-BANK (LEV Q QLOB QCH QROB ALOE ACM ARMS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST *PROF 3 CCHY= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 6515.0 TYPE= 1 TARGET= 2765.000 ELENCL= 470.00 ELENCR= 470.00 FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE LEVEE DISTRICT ENCROACHMENT MOPED TO 6515 FOR LAKES OF COPPELL RECLAMATION 16440.000 20.72 452.12 .00 449.70 452.20 .08 .00 .00 449.00 20600.0 15184.2 2631.3 2784.5 6712.6 948.1 2421.1 .0 .0 451.00 .00 2.26 2.78 1.15 .035 .045 .055 .000 431.40 3750.00 .000451 10000. 5880. 4500. 0 0 0 .00 2765.00 6515.00 CCMV= .100 CEHV= .300 *SECNO 19330.000 3265 DIVIOED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO * 2.74 3470 ENCROACHMENT STATIONS= 4000.0 6850.0 TYPE= 1 TARGET= 2850.000 ELENCL= 470.00 ELENCR= 470.00 ENCROACHMENT MOVED TO 6850 FOR LAKES OF COPPELL RECLAMATION FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE PROPOSED CHANNEL IMPROVEMENTS 19330.000 20.54 452.24 .00 450.06 452.28 .04 .08 .00 449.00 20600.0 8587.8 11597.6 414.6 9356.0 5996.0 1234.7 191.5 40.5 453.00 .12 1.33 1.93 .34 .035 .035 .055 .000 431.70 4000.00 .000060 650. 650. 650. 2 0 0 .00 2663.38 6850.00 1490 NM CARD USED *SECNO 19930.000 3265 DIVIDED FLOM 28JAN92 12:18:58 PAGE 16 SECNO DEPTH CWSEL CRIWS NSELK EG HV HL OLOSS 1-9ANK ELEV Q QLOB OCH OROB ALOE ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .69 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= -5208.000 ELENCL= 470.00 ELENCR= 100000.00 OANNENBAUM (D.E.C.) CROSS SECTION 19930.000 20.25 452.25 .00 450.08 452.36 .11 .05 .02 448.50 20600.0 1653.4 18283.6 663.0 1859.7 6481.9 1260.8 387.0 74.3 453.00 .19 .89 2.82 .53 .045 .033 .055 .000 432.00 5208.00 .000126 800. 600. 550. 2 0 0 .00 1679.94 7084.96 CCMY= .100 CEHV= .300 * SECNO 21560.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYPE= 1 TARGET= -4939.000 ELENCL= 470.00 ELENCR= 100000.00 0.E.C. CROSS SECTION 21560.000 19.99 452.39 .00 450.21 452.65 .26 .25 .05 452.80 20600.0 .0 20551.8 48.2 .0 5000.6 144.9 630.8 110.2 455.00 .29 .00 4.11 .33 .000 .035 .055 .000 432.40 4941.27 .000249 1600. 1450. 1150. 1 0 0 .00 637.37 6239.31 1490 NH CARD USED *SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET= -5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 28JAN92 12:18:58 PAGE 17 22370.000 20.08 452.58 .00 45).32 452.90 .32 .23 .J2 453.50 20600.0 .0 20585.1 14.9 .0 4559.9 65.2 719.6 118.5 454.50 .34 .00 4.51 .23 .000 .035 .055 .0)0 432.50 5094.00 .000325 800. 800. 400. 2 0 0 .00 531.54 6507.13 CCHY= .100 CEHV= .300 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= -5467.000 ELENCL= 470.00 ELENCR= 100000.00 O.E.C. CROSS SECTION 23800.000 19.68 452.98 .00 45).56 453.39 .41 .46 .03 450.00 20600.0 17129.4 3384.2 86.4 3190.2 1335.1 106.5 843.3 133.9 454.00 .40 5.53 2.53 .81 .035 .035 .055 .000 433.30 5467.00 .000532 729. 1430. 680. 2 0 0 .J0 733.42 7321.71 CCHY= .100 CEHV= .300 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= -4187.000 ELENCL= 470.00 ELENCR= 100000.00 KH-PARCHE MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 19.55 453.45 .00 45).97 453.76 .31 .36 .01 451.00 20600.0 15375.8 4956.5 267.7 3273.2 1300.8 470.8 926.7 146.9 456.00 .45 4.70 3.81 .57 .035 .035 .055 .000 433.90 4187.00 .000419 740. 900. 310. 2 0 0 .00 1046.79 6549.04 CCHY= .100 CEHV= .300 * SECNO 25530.000 3265 DIVIDED FLOW 28JAN92 12:18:58 PAGE 1 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BANK ELEV Q QLOB QCH QROB A108 ACM AR08 VOL TWA R -SANK ELEV TIME VLO8 VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAI IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= -24.74.000 ELENCL= 470.00 ELENCR= 100000.00 FROM KIMLEY -MORN MODEL. CHANNEL OISTANCE REVISED. 25530.000 19.27 453.67 .00 451.05 454.20 .54 .37 .07 455.33 20600.0 .0 18707.5 1892.5 .0 3035.7 2009.8 1003.8 166.5 454.80 .48 .00 6.16 .94 .000 .035 .055 .000 434.40 2501.85 .000724 700. 700. 560. 2 0 0 .00 1807.71 4593.02 28JAN92 12:18 :58 PAGE 1? T1 DENTON CREEK - F.I.S. UPDATE(INCLUDES LAKES OF COPPEIL) T2 DENTON CREEK - 500 YR PROFILE T3 DENTON CREEK. COPPELL.TEXAS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 .0 0 0 0 453.04 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBM CHNIM ITRACE 4 0 -1 1 28JAN92 12:18 :58 PAGE 20 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L ELEV Q QLOB UCH OROB A106 ACM AROB VOL TWA R-BANK ELEV TIME VLOB VCH VRO8 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENOST *PROF 4 CCHV= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 6515.0 TYPE= 1 TARGET= 2765.000 ELENCL= 470.00 ELENCR= 470.00 FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE LEVEE OISTRICT ENCROACHMENT MOVED TO 6515 FOR LAKES OF COPPELL RECLAMATION 18440.000 22.24 453.64 .00 449.70 453.76 .12 .00 .00 449.00 36200.0 26775.3 3498.0 5926.7 9342.2 1107.7 3834.7 .0 .0 451.00 .00 2.87 3.16 1.55 .035 .045 .055 .000 431.40 3750.00 .000475 10000. 5880. 4500. 0 0 0 .00 2765.00 6515.00 CCHV= .100 CEHV= .300 *SECNO 19330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.16 3470 ENCROACHMENT STATIONS= 4000.0 6850.0 TYPE= 1 TARGET* 2850.000 ELENCL= 470.00 ELENCR= 470.00 ENCROACHMENT MOVED TO 6850 FOR LAKES OF COPPELL RECLAMATION FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE PROPOSED CHANNEL IMPROVEMENTS 19330.000 22.11 453.81 .00 450.06 453.48 .07 .12 .00 448.00 36200.0 16924.6 17764.9 1510.5 10785.5 6641.8 2547.1 255.6 41.9 453.00 .09 1.57 2.67 .59 .035 .035 .055 .000 431.70 4000.00 .000101 650. 650. 650. 2 0 0 .00 2850.00 6850.00 1490 NH CARO USED * SECNO 19930.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .65 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= - 5208.000 ELENCL= 470.00 ELENCR= 100000.00 28JAN92 12:18:58 PAGE 21 OANNENBAUM (D.E.C.) CROSS SECTION 19930.000 21.80 453.80 .00 450.08 454.02 .22 .10 .04 448.50 36200.0 4050.3 29723.7 2426.0 2631.0 7237.0 2631.4 507.1 78.6 453.00 .14 1.54 4.11 .92 .045 .033 .055 .000 432.00 5208.00 .000238 800. 600. 550. 2 0 0 .00 1947.28 7155.28 CCHV= .100 CEHV= .300 *SECNO 21560.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .67 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYPE= 1 TARGET= -4939.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 21560.000 21.63 454.03 .00 453.21 454.64 .61 .49 .12 452.80 36200.0 .3 35170.4 1029.3 .8 5541.0 1182.2 818.4 125.3 455.00 .20 .34 6.35 .87 .055 .035 .055 .000 432.40 4939.00 .000535 1600. 1450. 1150. 1 0 0 .00 1181.78 6306.23 1490 NH CARD USED *SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET= - 5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 22370.000 21.97 454.47 .00 453.32 455.16 .69 .50 .02 450.50 36200.0 .0 35104.5 1095.5 .0 5195.5 1134.4 927.7 140.5 454.50 .24 .00 6.76 .97 .000 .035 .055 .000 432.50 5094.00 .000762 800. 800. 400. 2 0 0 .00 1448.07 6566.65 CCHV= .100 CEHV= .300 28JAN92 12:18:58 PAGE 22 SECNO DEPTH CNSEL CRINS WSELK EG HY HL OLOSS L -BANK ELEV 0 GLOB QCM QROB ALOE ACM AROB VOL TWA R-8ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR NTH ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPNID ENDST 1490 NH CARD USED * SECNO 23800.000 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= -5467.000 ELENCL= 470.00 ELENCR= 100000.00 O.E.C. CROSS SECTION 23800.000 22.30 455.60 .00 45).56 456.00 .40 .82 .03 450.00 36200.0 26794.7 8267.5 1137.8 4814.4 2318.6 869.3 1106.4 173.7 454.00 .30 5.57 3.57 1.31 .036 .035 .055 .000 433.30 5467.00 .000670 720. 1430. 680. 3 0 0 .00 1897.43 7364.43 CCMV= .100 CEHV= .300 1490 NH CARD USED *SECNO 24700.000 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= -4187.000 ELENCL= 470.00 ELENCR= 100000.00 KH- PARCHE MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FROM THE KIMLEY -MORN MODEL. 24700.000 22.23 456.13 .00 45).87 456.45 .32 .43 .01 451.00 36200.0 24257.2 8083.8 3859.0 5133.6 1669.9 3197.5 1246.6 202.5 456.00 .35 4.73 4.84 1.21 .036 .035 .055 .000 433.90 4187.00 .000510 740. 900. 310. 2 0 0 .00 2413.36 6600.36 CCHV= .100 CEHV= .300 * SECNO 25530.000 3280 CROSS SECTION 25530.00 EXTENDED 2.61 FEET 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= -2494.000 ELENCL= 470.00 ELENCR= 100000.00 FROM KIMLEV-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 22.01 455.41 .00 451.05 456.88 .47 .39 .05 455.33 36200.0 .6 24387.0 11812.4 1.3 3707.7 6815.8 1395.4 233.6 454.80 .38 .48 6.58 1.73 .055 .035 .035 .000 434.40 2494.00 .000670 700. 700. 560. 2 0 0 .00 2106.00 4600.00 28JAN92 12 :18:58 PAGE 23 T1 DENTON CREEK - F.I.S. UPDATE(INCLUDES LAKES OF COPPELI) T2 DENTON CREEK - 2TR ULT PROFILE T3 DENTON CREEK, COPPELL.TEXAS J1 ICHECK INQ NINV IOIR STRT METRIC HVINS Q MSEL FQ 0 9 0 0 .0000)0 0 0 0 450.19 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBM CHNIM 'TRACE 5 0 -1 28JAN92 12:18:58 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG MV Ml OLOSS L-dANK ELEV Q QLOB OCH QROB AL08 ACM AROB VOL TWA R °SANK ELEV TIME VLO8 VCH VRO8 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 5 CCMY= .100 CEHV= .300 *SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 6515.0 TYPE= 1 TARGET* 2765.000 ELENCL= 470.00 ELENCR= 470.00 FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE LEVEE DISTRICT ENCROACHMENT MOPED TO 6515 FOR LAKES OF COPPELL RECLAMATION 18440.000 18.79 450.19 .00 449.70 450.24 .05 .00 .00 449.00 7432.0 5091.8 1813.6 526.6 3413.1 747.5 663.9 .0 .0 451.00 .00 1.49 2.43 .79 .035 .045 .055 .000 431.40 3750.00 .000447 10000. 5880. 4500. 0 0 0 .00 2569.59 6515.00 CCHV= .100 CEHV= .300 * SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.90 3470 ENCROACHMENT STATIONS= 4000.0 6850.0 TYPE= 1 TARGET. 2850.000 ELENCL= 470.00 ELENCR= 470.00 ENCROACHMENT MOVED TO 6850 FOR LAKES OF COPPELI RECLAMATION FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE PROPOSED CHANNEL IMPROVEMENTS 19330.000 18.56 450.26 .00 450.06 450.27 .01 .03 .00 448.00 7432.0 2285.2 5140.9 5.9 5279.5 5190.2 117.9 115.0 37.1 453.00 .22 .43 .99 .05 .035 .035 .055 .000 431.70 4000.00 .000019 650. 650. 650. 2 0 0 .00 2400.93 6950.00 1490 NH CARD USED 28JAN92 12:13:58 PAGE 25 SECNO DEPTH CWSEL CRIWS WS_LK EG HV HL OLOSS L-BANK EIEV Q 4LOB UCH QROB ALOB ACH AR08 VOL TWA R-84NK EIEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH xL08R ITRIAL IOC ICONT CORAR TOPWID ENOST *SECNO 19930.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= -5208.000 ELENCL= 470.00 ELENCR= 103000.00 DANNENBAUM (D.E.C.) CROSS SECTION 19930.0u0 19.27 453.27 .G0 453.08 450.29 .03 .01 .70 449.50 7432.0 234.0 7154.1 33.9 876.7 5527.3 244.7 247.6 56.8 453.00 . 36 .27 1.30 .14 .045 .u32 .055 .000 432.00 5203.00 .000031 900. 600. 550. 2 0 0 .00 1301.35 6949.43 CCHV= .100 CEHV= .300 *SECNO 21560.000 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYPE= 1 TARGET= -4939.000 ELENCL= 470.00 ELENCR= 100000.00 0.E.C. CROSS SECTION 21560.000 17.91 450.31 .00 450.21 450.35 .05 .06 .01 452.80 7432.0 .0 7432.0 .0 .0 4341.5 .0 431.2 93.4 455.70 . 60 .00 1.71 .00 .000 .U35 .000 .000 432.40 4949.60 .000049 160). 1450. 1150. 0 0 0 .J0 303.84 5259.44 1490 Ni CARD USED * SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 5780.0 TYPE= 1 TARGET= -5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 22370.000 17.35 459.35 .00 457.32 450.40 .06 .05 .00 450.50 7432.0 .0 7432.0 .0 .0 3873.6 .0 506.6 49.0 454.50 . 71 .00 1.92 .00 .000 .035 .000 .000 432.50 5094.64 .000070 800. 800. 400. 1 0 0 .00 301.56 5396.20 28JAN92 12:18:58 'A,c 2'5 SECNO OEPTH CwSEL CRIWS wS`LK EG HV HL OLOSS L-1ANK ELEV Q 0108 QCH OROB ALO8 ACH AROB VOL TWA R -9ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAQ TOPWIO ENOST CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= - 5467.000 ELENCL= 470.00 ELENCR= 100000.00 0.E.C. CROSS SECTION 23800.000 17.13 450.43 .00 450.56 450.52 .09 .11 .01 450.30 7432.0 6179.2 1252.6 .2 2411.2 779.4 2.2 603.0 107.9 454.30 .d4 2.56 1.61 .11 .035 .035 .055 .000 .33.30 5472.91 .000130 72J. 1430. 680. 2 0 0 .30 353.95 7285.30 CCHV= .100 CEHV= .300 1490 NM CARD USED *SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= - 4137.000 ELENCL= 470.00 ELENCR= 100000.00 KM- PARCHE MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FkOM THE KIMLEY -HORN MODEL. 24700.000 16.63 450.53 .00 457.97 450.62 .09 .10 .00 451.30 7432.0 5855.7 1570.3 .0 2354.7 915.0 .0 661.0 114.2 456.30 .94 2.49 1.72 .00 .035 .055 .000 .000 433.90 4198.03 .000125 743. 900. 310. 2 0 0 .00 343.32 5199.75 CCHV= .100 CEHV= .300 *SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= - 2494.000 ELENCL= 470.00 ELENCR= 100000.00 28JAN92 12:18:58 PAGE 27 FROM KIMLEY - MORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 16.20 453.60 .00 451.05 450.76 .16 .12 .02 455.53 7432.0 .0 7432.0 .0 .0 2340.8 .0 706.1 118.0 454.90 1.00 .00 3.17 .00 .000 .035 .000 .000 434.40 2514.39 .000234 700. 70J. 560. 1 0 0 .30 213.65 2727.74 4 28JAN92 12:19:58 PAGE 29 T1 DENTON CREEK - F.I.S. UPOATE(INCLUDES LAKES OF COPPEIL) T2 DENTON CREEK - 100YR ULT PROFILE T3 DENTON CREEK, COPPELL.TEXAS J1 ICHECK INJ NINV IDIR STRT METP(C HYINS Q NSEL FQ 0 4 0 0 .0000)0 u 0 0 452.38 J2 NPROF IPLOT PRFVS XSECV KSECH FN ALLOC IOM CHNIM ITRACE 15 0 -1 26JAN92 12:18:58 GAGE 2 SECNO DEPTH CWSEL CRIWS wSELK EG MV Hl OLOSS L-dANK ELEV Q OL08 QCH OROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWIO ENOST *PROF 6 CCHV= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 6515.0 TYPE= 1 TARGET= 2765.000 ELENCL= 470.00 ELENCR= 470.00 FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUOY TOPO START OF THE LEVEE 0IaTRICT ENCROACHMENT MOVED TO 6515 FOR LAKES OF COPPELL RtCLAMATION 18440.000 20.98 452.38 .00 449.70 452.46 .08 .00 .00 449.30 23083.0 17038.1 2784.8 3260.1 7152.4 975.4 2662.9 .0 .0 451.00 .00 2.38 2.86 1.22 .035 .045 .055 .000 431.40 3750.00 .000460 1000). 5880. 4500. 0 0 0 .30 2765.00 6515.00 CCHV= .100 CEHV= .300 *SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.60 3470 ENCROACHMENT STATIONS= 4000.0 6850.0 TYPE= 1 TARGET= 2850.000 ELENCL= 470.00 ELENCR= 470.00 ENCROACHMENT MOVED TO 6850 FOR LAKES OF COPPELL RtCLAMATION FEMA CROSS SECTION REVISED PER CITY MANAGEMENT STUDY TOPO START OF THE PROPOSED CHANNEL IMPROVEMENTS 19330.000 20.81 452.51 .00 450.76 452.56 .05 .09 .30 449.30 23083.0 9870.1 12668.5 544.4 3774.0 5100.7 1432.0 202.3 41.0 455.00 .11 1.12 2.07 .38 .035 .035 .055 .000 431.70 4000.00 .000068 650. 650. 650. 2 0 0 .30 2725.38 6850.00 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 28JAN92 12:13:58 DACE 3) SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-3ANK ELEV Q (MOB acH 0R08 ALOB ACH AROB VOL TWA R-3ANK ELEV TIME VLOB VCH VROB XNL XNCh XNR WTN CLNIN 5STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPw10 ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= - 5208.000 ELENCL= 470.00 ELENCR= 100000.00 OANNENBAUM (0.E.C.) CROSS SECTION 19930.000 20.52 452.52 .00 450.38 452.55 .13 .06 .03 449.50 23083.0 1992.2 20226.1 864.7 19?2.8 6611.9 1458.6 407.0 75.7 453.00 .18 1.30 3.06 .59 .045 .033 .055 .000 432.)0 5203.00 .000145 300. 600. 550. 2 0 0 .00 1755.74 7101.06 CCHV= .100 CEHV= .100 *SECNO 21560.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4939.0 6540.0 TYPE= 1 TARGET= - 4939.000 ELENCL= 470.30 ELENCR= 10)000.00 D.E.G. CROSS SECTION 21560.000 20.28 452.68 .00 45].21 452.99 .31 .29 .u6 452.60 23083.0 .0 22983.5 09.5 .0 5093.5 250.5 661.0 114.1 455.00 .27 .J0 4.51 .40 .000 .035 .055 .000 432.40 4943.12 .000295 1600. 1450. 1150. 1 0 0 .30 749.59 6253.02 1490 NH CARD USED * SECNO 22370.000 3265 DIVIDED FLOw 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET= -5094.000 ELENCL= 470.00 ELENCR= 100000.00 FEMA CROSS SECTI04 START OF THE PROPOSED RELOCATED CHANNEL 28JAN92 12:18:58 PAGE 1 _ 1 22370.000 20.40 452.90 .00 45).32 453.28 .38 .27 .J2 450.50 23083.0 .0 23028.0 55.0 .0 4660.7 154.1 752.4 123.4 454.50 . 31 .00 4.94 .36 .000 .055 .055 .000 432.50 5094.00 . 000390 800. 800. 400. 2 0 0 .J0 647.79 6522.17 CCMV= .100 CEHV= .300 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7550.0 TYPE= 1 TARGET= -5467.000 ELENCL= 470.00 ELENCR= 100000.00 D.E.C. CROSS SECTION 23800.000 20.09 453.39 .00 45).56 453.84 .46 .54 .02 450.00 23093.0 19007.7 3943.0 132.3 3249.4 1469.3 155.7 882.3 141.4 454.00 .37 5.95 2.68 .95 .035 .035 .055 .030 433.30 5467.00 . 000592 720. 1430. 680. 2 0 0 .00 900.40 7327.43 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4187.0 6690.0 TYPE= 1 TARGET= - 4137.000 ELENCL= 470.00 ELENCR= 100000.00 KH- PAPCHE MODEL COORDINATION 24700 - 39440 CROSS SECTION 24700 IS FROM THE KIMLEY MODEL. 24700.000 20.01 453.91 .00 45).87 454.25 .34 .40 .01 451.00 23083.0 16996.9 5563.0 523.1 3460.1 1363.6 739.6 971.7 156.1 456.70 . 42 4.91 4.08 .71 .035 .055 .055 .000 433.90 4187.00 .000455 740. 900. 310. 2 0 0 .J0 1201.13 6558.2 CCMV= .100 CEHV= .300 * SECNO 25530.000 3265 DIVIDED FLOW 28JAN92 12:19:58 'A;E 32 SECNO DEPTH CWSEL CRIBS BSELK EG HV ML OLOSS L ELEV 0 GLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR BTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST 3280 CROSS SECTION 25530.00 EXTENDED .37 FEET 3470 ENCROACHMENT STATIONS= 2494.0 4600.0 TYPE= 1 TARGET= - 2494.000 ELENCL= 470.00 ELENCR= 100000.00 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 19.77 454.17 .00 451.05 454.71 .54 .39 .96 455.33 23083.0 .0 19912.5 3170.5 .0 3155.5 2818.4 1058.7 177.2 454.90 .45 .00 6.31 1.12 .090 .035 .055 .000 434.40 2499.d4 .000736 700. 700. 560. 2 0 0 .00 1081.61 4500.30 28JAN92 12:18:58 PAGE 33 THIS RUN ExECUTE0 28JA492 12:19 :05 MEC WATER SURFACE PROFILES Version 4.6.0; February 1991 NOTE ASTERISK ( *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST OENTON CREEK. COPPELL.TE SUMMARY P✓INTOUT SECNO CWSEL 0 XLCH VCH TOPWIO STCML STCHR �LMIN SSTA ENOST VOL 18440.000 447.70 12800.00 .00 5.72 1971.42 5480.00 5585.00 431.40 3750.00 6515.00 .00 18440.000 450.50 18200.00 .00 4.96 2644.37 5480.00 5585.00 431.40 3750.00 6515.30 .00 18440.000 452.12 20600.00 .00 2.78 2765.00 5480.00 5585.00 431.40 3750.00 6515.00 .00 18440.000 453.64 36200.00 .00 3.16 2765.00 5480.00 5585.00 431.40 3750.00 6515./0 .00 18440.000 453.19 7432.00 .00 2.43 2567.59 5480.00 5585.30 431.40 3750.00 6515.00 .00 18440.000 452.38 23083.00 .00 2.86 2765.00 5480.00 5585.00 431.40 3750.00 6515.70 .00 * 19330.000 450.06 12800.00 650.00 1.77 2374.93 5551.80 5965.00 431.70 4000.00 6350.10 103.19 * 19330.000 450.31 18200.00 650.00 2.19 2469.11 5551.80 5965.00 431.70 4000.00 6153.70 131.02 * 19330.000 452.24 20600.00 650.00 1.93 2663.38 5551.80 5965.00 431.70 4000.00 6850.00 191.51 * 19330.000 453.81 36200.00 650.00 2.67 2550.00 5551.80 5965.00 431.70 4000.00 6850.00 255.61 * 19330.000 450.26 7432.00 650.00 .99 2400.93 5551.80 5965.00 431.70 4000.00 6350.00 114.99 * 19330.000 452.51 23083.00 650.00 2.07 2726.38 5551.80 5965.00 431.70 4000.00 6350.00 202.29 19930.000 453.08 12800.00 600.00 2.28 126 .1.60 5704.00 6190.00 432.00 5209.00 6923.34 229. 19930.000 450.83 18200.00 600.00 2.96 1421.95 5704.00 6190.00 432.00 5205.00 7011.91 280.53 * 19930.000 451.25 20600.00 600.00 2.82 1679.94 5704.00 6190.00 432.00 5208.00 7084.96 387.01 * 19930.000 453.80 36200.00 600.00 4.11 1947.28 5704.00 6190.00 432.30 5209.30 7155.28 507.08 19930.000 453.27 7432.00 600.00 1.30 1301.35 5704.00 6190.00 432.30 5209.00 6949.43 247.62 * 19930.000 452.52 23083.00 600.00 3.06 1755.74 5704.00 6190.00 432.00 5203.00 7101.06 407.00 21560.000 450.21 12800.00 1450.00 2.97 301.16 4939.61 5300.00 432.40 4944.98 5253.15 409.34 21560.000 451.03 18200.00 1450.00 5.98 336.2E 4939.61 5300.00 432.40 4446.57 5373.17 48).50 21560.000 452.39 20600.00 1450.00 4.11 637.37 4939.61 5300.00 432.40 4941.27 6239.31 630.93 * 21560.000 454.03 36200.00 1450.00 5.35 1181.78 4939.61 5300.00 432.40 4939.00 630.23 313.43 21560.000 450.31 7432.00 1450.00 1.71 303.84 4939.61 5300.30 432.40 4949.60 5253.44 431.21 21560.000 452.68 23083.00 1450.00 4.51 749.59 4939.61 5300.00 432.40 4940.12 6253.52 660.08 22370.000 450.32 12800.00 800.00 3.31 301.42 5094.00 5460.00 432.50 5094.71 5396.13 483.95 22370.000 451.23 18200.00 900.00 4.39 305.52 5094.00 5460.0U 432.50 5094.00 5399.52 560.52 22370.000 452.58 20600.00 800.00 4.51 531.54 5094.00 5460.00 .32.50 5094.30 6507.13 719.59 22370.000 454.47 36200.00 900.00 6.76 1448.07 5094.00 5460.00 432.50 5094.00 6566.65 927.66 22370.000 450.35 7432.00 300.00 1.92 301.56 5094.00 5460.00 432.50 5094.64 5396.20 506.64 22370.000 452.90 230°3.00 900.00 4.94 647.79 5094.00 5460.00 432.50 5094.10 6522.17 752.41 28J4N92 12:19:58 9 AG,E 34 SECNO CNSEI Q XLCH VCH TOP.I0 STCHL STCHR ELNIN SSTA ENDST VOL 23800.000 450.56 12800.00 1430.00 2.64 374.25 6610.00 7000.00 433.30 5471.46 7287.90 580.73 23800.000 451.63 18200.00 1430.00 2.83 509.60 6610.00 7000.00 433.30 5467.00 7302.90 667.19 23800.000 452.98 20600.00 1430.00 2.53 735.42 6610.00 7000.00 433.50 5467.00 7321.71 843.31 23800.000 455.60 36200.00 1430.30 3.57 1897.43 6610.00 ' 7000.00 433.30 5467.00 7364.43 1106.43 23800.000 453.43 7432.00 1430.00 1.61 350.95 6610.00 7000.00 433.30 5472.01 7286.00 60. 23800.000 453.39 23083.00 1430.00 2.68 90).40 6610.00 7000.00 433.30 5467.30 7327.43 982.30 24700.000 450.37 12900.00 900.00 2.87 346.14 5060.00 5200.00 433.90 4196.67 5190.39 547.24 24700.000 452.15 19200.00 900.00 3.74 592.48 5060.00 5200.00 433.90 4191.56 6523.01 735.94 24700.000 453.45 20600.00 900.00 3.81 1046.79 5060.00 5200.00 433.90 4187.00 6549.04 925.73 24700.000 456.13 36200.00 900.00 4.94 2413.36 5060.00 5200.00 433.90 4187.00 6603.36 1246.60 24700.000 450.53 7432.00 900.00 1.72 34).32 5060.00 5200.00 433.00 4199.03 5189.75 660.96 24700.000 453.91 23083.00 900.00 4.08 1201.13 5060.00 5200.00 433.90 4187.00 6555.29 971.75 25530.000 451.05 12800.00 700.00 5.24 217.01 2495.20 2742.67 434.40 2512.31 2729.32 687.07 25530.000 452.37 18200.00 700.00 6.59 1086.68 2495.20 2742.67 434.40 2507.03 4524.93 791.96 25530.000 453.67 20600.00 700.00 6.16 1907.71 2495.20 2742.67 434.40 2501.55 4593.02 1003.92 25530.000 456.41 36200.00 700.00 6.58 2106.00 2495.20 2742.67 434.40 2494.00 4600.00 1395.43 25530.000 453.60 7432.0U 700.00 3.17 213.65 2495.20 2742.67 434.40 2514.09 2727.74 706.08 25530.000 454.17 23083.00 700.00 6.31 1981.61 2495.20 2742.67 434.40 2499.94 4600.10 1054.73 28JAN92 12:13:58 PA ;E 35 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 19330.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 6 CONVEYANCE CHANGe OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 21560.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ELM FORK IIA_ EXISTING CONDITIONS 31JAN92 11:37 :11 PAGE 1 THIS RUN EXECUTED 31JAN92 11:37:11 HEC WATER SURFACE PROFILES Version 4.6.0; February 1591 T1 U.S. ARMY CORPS OF ENGINEERS - FORT WORTH DISTRICT T2 UPPER TRINLTY RECON STUDY *ELM FORK TRINITY RIVER* EXISTING CONDITIONS T3 ELM FORK FL000WAY MODEL /NATURAL PROFILE FILE:ELM21EX J1 'CHECK IN7 NINV IDIR STRT METRIC HVINS Q WSEL FQ - 1 2 0.00000 445.13 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC I8W CHNIM ITRACE 1 -1 J3 VARIAtLE CODES FOR SUMMARY PRINTOUT 38 43 1 50 53 21- 27 28 22 54 110 200 QT 2 48600 48600 NC .07 .1 .C6 0.1 0.3 ET 4.1 2 8650 X1 93670 42 8200 847). 50 50 50. GR 445 1000 445 1630 446 1180 446 1240 441 1530. GR 440 2300 439.5 27)0 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 470.0 4370 470.0 5750. GR 448.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 9225 437.5 8274 434 8275 434.3 8390 437.2 8391. GR 437.5 8420 439 3470 443.5 8620 444.5 9620 443.5 10000. GR 442 13140 445 10220 NC .3 .5 ET 4.1 3000 8800 SANDY LAKE ROAD X1 93730 40. 8490 8800 60 60 60. BT c 3490 443.5 439.6 9830 448.5 444.6 GR 450 1000 447 1420 447 1620 443 2020 442 24 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220. GR 447 5420 443.5 5820 443.5 6120 445 6390 442 6890 GR 445 7290 443.5 7860 441 7920 439.5 8010 437.5 8030 GR 431 3050 436.5 8090 441.5 8110 444 3120 443.5 8170 GR 443 3370 445.5 3490 439.6 8490 436 3640 418 3650 GR 420 3670 414.5 8700 444.6 8800 448.5 88)0 446 a 44o.5 9110 445.5 931u 446 9610 445.5 10320 9420 445 10420 31J4N92 11:37:11 PAGE 2 ET 4.1 3030 38)0 X1 93760 30 30 30 X2 1 NC .07 .37 .0 ET 4.1 2900 965U X1 93810 49 820U 8450 50 50 50 GR 445 1000 445 1090 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3330 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 .45 5970 444 6280 442 6470 444 6650 GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 9230 42u 8260 414.5 8280 437.5 8330 439 8400 GR 439 8450 443.5 3590 444.5 9620 443.5 100)0 442 10140 GR 443 10540 444 10650 444 10800 445 10930 NC .07 .09 .05 .1 .3 ET 4.1 3100 10700 X1 97i70 56 5490 5630 c100 1700 3760 x3 10700 470 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2130 440 3800 442 3420 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5450 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5690 440 5920 442 6030 442 6690 GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 7500 442 5030 442 8150 GR 440 3160 440 8175 433.2 8200 433.2 3265 440 8270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 423 9695 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11030 446 12100 GR 450 12170 ET 4.1 1950 11111 X1 9845J 49 14135 14215 800 700 840 X3 19600 470 X4 1 441.5 9790 GR 4)1 7600 444 7630 441.5 11190 439.7 11230 439.7 11830 GR 4 42 11840 440.5 12570 441.2 12925 442.5 13030 443 13190 GR 443 13700 444.5 13840 444.9 14000 445.7 14035 426.9 14090 GR 426 14130 443 14215 442.9 14290 444.5 14390 442.9 15415 GR 443.4 15500 442.1 15600 444.5 15685 443 16640 442.5 16700 GR 442.5 15800 441.4 17000 440.2 17115 439.8 17500 440 17600 GR 441.6 17800 442 18210 443.6 18800 443.5 199)0 446.5 19070 GR 446.5 19130 447.5 19185 447.3 19235 428.3 192')5 428.5 19305 GR 446 19325 447.5 19830 446 20400 446.9 20900 446.5 21000 GR 448 21100 455 21200 457.5 21300 459.2 21420 31JANr2 11:37 :11 PAGE 3 ET 4.1 24)0 9497 X1 99280 49 4035 4215 750 750 830 X3 9600 470 X4 1 441.5 090 GR 451 590 444 1050 441.5 1190 439.7 12)0 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3030 443 3190 GR 443 3700 444.5 3830 444.9 4000 445.7 4055 428.9 4090 GR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5635 443 6640 442.5 6700 GR 442.5 6800 441.4 7070 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8270 443.6 8800 443.5 89)0 446.5 9200 GR 44o.5 9300 447.5 9355 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 98)0 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2300 9750 X1 10004J 49 4035 4215 760 760 760 X3 9900 470 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3030 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7070 440.2 7115 439.8 75)0 440 7630 GR 441.6 7800 442 3230 443.6 8800 443.5 8970 446.5 0 200 GR 446.5 9350 447.5 9600 447.3 9650 428.3 4630 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 10930 447 11000 GR 44d 11100 455 11270 457.5 11300 459.2 11420 ET 4.1 2840 17)0 QT 2 52800 32300 x1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. GR 444.8 1630. 444.9 1533. 446.0 1646. 445.7 2153. 445.8 2245. GR 440.0 2479. 447.5 2590. 447.9 2675. 448.0 [745. 445.2 2946. GR 445.2 2946. 440.3 3061. 448.3 3075. 449.0 3213. 449.2 3305. GR 449.6 3333. 433.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3493. 447.5 3535. 448.2 3574. 446.5 3584. 446.9 3605. GR 440.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 444.0 4664. GR 444.3 4700. 445.3 4787. 445.6 4870. 445.5 4880. 446.4 4962. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. GR 443.3 5549. 442.3 5567. 442.3 5570. 443.8 5590. 444.0 5901. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. GR 443.3 6727. 443.5 6925. 443.6 6846. 444.2 7019. 444.2 7402. GR 444.2 7409. 444.8 7323. 445.2 7947. 444.7 7992. 444.3 8019. GR 444.6 8389. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 8564. GR 447.4 8770. 447.4 8819. 437.9 8948. 438.1 8997. 446.9 8904. GR 447.5 8964. 447.8 9399. 445.0 9182. 446.4 9223. 447.1 9235. GR 447.8 9315. 439.8 9326. 433.2 9367. 439.7 9399. 440.9 9439. GR 444.9 9460. 447.6 949 447.4 9548. 447.3 9655. 446.6 9912. GR 447.5 10334. 448.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. GR 457.1 10540. 31JAN92 11:37:11 PAGE 4 OT 2 37400 37400 ET 4.1 2530 8630 X1 1060o0 52 2630. 2853. 1850.0 1775.0 3020.0 X3 J 0 0 0 0 8300 GR 460 1000 453.5 1150 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2350 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2750 444 2800 452 2850 453.5 2870 GR 45J 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 457) 444 4620 441.5 4630 441.5 4670 GR 445 4030 444 4810 441 4820 441 4 .'30 444 4840 GR 446 5450 447 5070 446.5 6610 446.5 7020 447 7140 GR 445 7210 445.5 7360 446.5 7740 448.5 5250 443 3340 GR 446 3380 447.5 8440 449 8470 433 8490 420 8520 GR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8800 GR 446.5 7050 455 9660 NC 0.070 0.070 0.700 ET 4.1 6330 11930 X1 110580 40 9030 9340 1700 4300 4500 X3 0 0 0 4600 GR 44? 3800 449.5 3850 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 449 53)0 448 5940 449 6300 446.5 7000 GR 447.5 7220 441.5 7260 447 7330 448.5 7560 446.5 7570 GR 44o 7750 447.5 8 170 446.5 8680 449.5 9030 447 9090 GR 441 9110 443 9150 429 9180 424 9220 437.5 9250 GR 445 9300 448 9340 448.5 9550 447 9800 446.5 10470 GR 444.5 10480 444.5 10630 447.5 10650 447.5 108)0 445.5 10870 GR 44d.5 11170 449 11490 442 11500 441.5 11900 449 11930 NC 0.075 0.075 J.060 .3 .5 ET 4.1 5450 10070 X1 110720 45 7237 7635 140 140 140 BT 2 7237 458 455.5 7635 457.7 455.2 GR 449.3 2318 449.4 2776 447 3171 442.4 3552 445.5 3571 GR 447.5 3600 442., 3643 449.5 4000 450.2 43)4 449 4795 GR 447.7 5114 445.6 5361 446.3 5552 444.5 5o24 445.9 5700 GR 449.8 5157 449.9 6642 458 7237 455.5 7237 447.8 7256 GR 446.6 7311 442.3 7337 440.9 7375 435 7395 426.4 7437 GR 433.2 7474 439.2 7437 443.6 7535 446.7 7597 448.9 7635 GR 457.7 7635 451.7 3075 450.9 8531 449.3 3922 450.8 9217 GR 445.6 9804 443.1 9827 442.7 9895 437.8 9915 437.2 9932 GR 433.7 7945 441.7 9955 442.2 10000 444.9 10057 450 10090 ET 4.1 5450 10070 X1 110750 30 30 3U X2 1 ET 4.1 7130 1175 31JAN92 11:37:11 0 04E 5 IH 35E X1 110790 67 9050 9448 40 40 40 61 2 9050 451.5 455.4 9448 458.5 455.4 GR 457 4000 457 5150 454.4 5150 448.3 5165 446.9 5200 GR 446.7 5225 447.o 5244 447.6 5264 446.4 527° 446.7 `235 GR 454.4 5305 457 5325 45e 7180 4'4.7 7230 445.8 7225 GR 445.4 7250 445.2 73j0 445 7350 444.4 7400 444.8 7410 611 442.2 7422 441.6 7427 442 7433 444.5 7450 446 7495 GR 454.5 7516 458 7556 458 8600 458.5 9050 455.4 9050 GR 447.8 9069 446.6 91)0 445.4 9124 442.3 9150 440.9 9198 GR 435 9198 426.4 9250 453.2 9287 439.2 9390 443.8 7 350 GR 446.7 7400 448.9 9448 458.5 9448 457 9900 458 10345 GR 454 13375 447.1 10395 446.1 10425 445.6 10475 444.9 10500 GR 445.6 13525 446.7 10575 447.3 10609 454.5 10619 458 10639 GR 457 11450 448 11490 443.1 11500 442.7 11548 437.8 11558 GR 437.2 11585 438.7 11598 441.7 11608 442.2 11653 444.9 11720 GR 448 11750 457 11770 ET 4.1 7130 11755 X1 110910 120 120 120 X2 1 ET 4.1 5870 10450 X1 110930 39 7 ?u4 7450 20 20 20 8T 2 7204 456.5 454 7430 458.2 455.7 GR 449.6 2451 451 2850 451.4 3149 448.4 3392 447.9 3608 GR 449.8 4001 45).5 44'00 449.9 4702 449.5 4949 448 5541 GR 446.7 5631 447.8 5705 449.2 6095 449.5 6448 456.5 7204 GR 445.4 7204 442.3 7230 440.9 7268 435 7278 426.4 7330 GR 433.2 7367 434.2 7390 443.8 7430 458.2 7430 458.1 7605 GR 457.4 7614 450.6 9138 449.4 8695 448.7 3750 449.5 9811 GR 449 9827 450.5 9214 446.2 9730 444.9 9799 442.5 9922 GR 442.3 10061 447.4 10459 451 10807 452.1 11204 ET 4.1 7100 11970 X1 1109b0 40 903J 9340 50 50 50 GR 44? 3250 447.5 3950 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 448 5300 448 5940 449 6300 446.5 7000 GR 447.5 7220 441.5 7250 447 7330 448.5 7560 446.5 7570 GR 446 7750 447.5 8100 446.5 8680 449.5 9030 447 7090 GR 441 9110 443 9153 429 9180 424 9220 437.5 9250 GR 445 9370 449 9340 448.5 9550 447 9900 446.5 10470 GR 444.5 10480 444.5 1)63' 447.5 10650 447.5 105)0 445.5 10370 GR 448.5 11170 441 11490 442 11500 441.5 119)0 449 11930 NC 0.060 0.085 0.06) .1 .3 ET 4.1 5900 111)0 x1 113000 45 853) 87)0 1250 1800 2020 GR 451 4400 451 4410 446 4480 452 4560 450 4690 GR 451 5000 451 5220 449 5410 444 5470 447 5430 GR 450 5720 448 6090 449 6260 449 6470 447.5 6650 GR 449 6760 445 7340 446.5 7630 445.5 7870 438.5 7900 GR 439 7960 447 7990 447.5 8020 446 8200 450 9300 GR 446 8350 445 940; 446 8530 428.5 8570 421.5 9520 31JAN,2 11:37:11 PAGE 6 GR 421 dt70 449 37)0 449.5 8850 447.5 4020 448.5 9600 GR 44d 9760 448.5 98)0 444.5 9810 444.5 9850 448 0 970 GR 448.5 11000 444.5 11030 445 11060 448.5 11090 450.5 116)0 ET 4.1 6900 11130 MKT RAILROAD *1 11309U 39 8380 8700 90 90 9U ST 2 9390 455.5 452.8 8700 456 452.4 GR 451.5 4400 452 4430 452.5 4450 446.5 4450 446 4490 GR 452.5 4510 452 5020 452 5430 446 5440 444 5470 GR 440.5 5430 452 5490 452 6930 451 7430 452.5 7990 GR 438.5 7890 43? 7950 . 453 7990 455.5 8390 432.8 9390 GR 446 5420 445.5 8540 428.5 8570 421.5 8620 421 9570 GR 452.4 9700 450 87)0 453 9210 452.5 9790 444.5 9810 GR 444.5 9860 452.5 9870 451.5 10620 452.5 10820 452.5 11020 GR 444.5 11030 444 11060 452.5 11070 452.5 11630 ET 4.1 6900 11100 x1 113110 0 0 0 20 20 20 X2 1 31JANa2 11:37 :11 PAGE 7 StCNu DEPTH CWSEL CRIWS eSSLK tG HV HL 0L'JSS L -5ANK ELEV 0 OL08 4CH OROB ALOB ACH AROB VOL TWA R-9ANK ELEV TIME VLOB VCH VROB KW_ )(NCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCM XLOBR [TRIAL IDC ICONT CORAR IOPWI0 ENDST *PROF 1 CCHV= .100 COW= .309 *SECNO 93670.000 3265 DIYIDEO FLOW 3280 CROSS SECTION 93670.00 EXTENDED .13 FEET 93670.000 14.13 445.13 .00 445.13 445.22 .09 .00 .00 439.00 48600.0 37039.2 9907.4 2053.4 13137.4 2397.0 2605.0 .0 .0 439.00 .00 2.08 3.72 .79 .070 .050 .100 .000 431.00 1000.00 .001254 50. 50. 50. 0 0 0 .00 7038.27 10220.00 CCHV= .300 CEHV= .500 * SECNO 93730.000 3265 DIVIDED FLOW 3280 CROSS SECTION 93730.00 EXTENDED .21 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .55 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 SANDY LAKE ROAD 93730.000 30.71 445.21 .00 .00 445.39 .18 .13 .04 443.50 48600.0 33921.5 14677.7 .9 11806.8 3348.6 4.2 26.4 8.6 448.50 .01 2.97 4.38 .21 .070 .060 .100 .000 414.50 1799.48 .004195 60. 00. 6). 0 0 0 -372.47 5476.33 10420.00 * SECNO 93700.000 3265 DIVIDED FLOW 3280 CROSS SEECTION 93760.90 EXTENDED .35 FEET 31JAN92 11:37:11 PAGE 3 SECNO DEPTH CWSEL CRIwS WSELK EG HV HL GLOSS L -SANK ELEV Q SLOB QCH OROB AL)8 ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VPOb XNL XNCH XNR NTN ELMIN SSTA SLOPE XLOBL XLCH XLObR ITRIAL IOC ICONT CORAR TOPwID ENOST 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 443.50 MAx ELLC= 444.60 93760.000 30.36 445.36 .00 .00 445.52 .16 .12 .01 443.50 48600.0 34777.9 13819.5 3.6 12536.3 3355.4 12.7 37.1 12.4 449.50 .01 2.76 4.11 .29 .070 .000 .100 .000 414.50 1784.34 .003719 30. 30. 30. 2 0 0 - 902.70 5550.92 10420.00 * SECNO 93810.000 3265 DIVIDED FLOW 3280 CROSS SECTION 93310.00 ExTENDEO .51 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.68 93810.000 31.01 445.51 .00 .00 445.59 .08 .05 .02 439.50 48600.0 28924.6 15612.4 4063.0 21455.4 4284.8 4893.2 63.8 20.5 439.00 .01 1.35 3.64 .83 .070 .060 .070 .000 415.50 1000.00 .000517 50. 50. 50. 2 0 0 .00 8454.87 10930.00 CCHV= .1)0 CEHV= .300 *SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.60 3470 ENCROACHMENT STATIONS= .0 197)0.0 TYPE= 1 TARGET= 10700.000 97570.000 23.31 446.31 .00 .00 446.33 .02 .73 .01 433.00 48600.0 22729.5 6952.6 18917.9 24055.9 3099.1 23602.9 2035.9 436.9 440.00 .63 .94 2.24 .80 .070 .050 .090 .000 423.00 802.88 .000203 2103. 3760. 1700. 4 0 0 .00 9897.11 10700.00 *SECNO 96450.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 17600.0 TYPE= 1 TARGET= 19600.000 31JAN72 11:37:11 PAGE SECNO DEPTH CWSEL CRIWS 4SSLK EG HY HL OLOSS L -ANK ELEV Q GLOB NCH QPOB ALOE ACH AROB VOL TWA R-3ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST 98450.000 23.50 446.50 .00 .J0 446.53 .03 .20 .00 445.70 48600.0 24933.4 7635.3 16031.3 21553.3 2785.9 19234.4 2858.4 605.7 443.30 .80 1.16 2.74 .33 .070 .060 .090 .000 425.90 9619.28 .00)334 80J. 980. 700. 2 0 0 .00 9728.74 19484.08 * SECNO 99200.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9549.999 99280.000 13.77 446.77 .00 .00 445.81 .03 .27 .00 445.70 48600.0 21257.0 7096.3 20236.8 16976.0 2564.4 21989.9 3596.1 766.7 443.00 .96 1.25 2.77 .92 .070 .060 .090 .000 423.00 584.57 .000376 750. 830. 750. 2 0 0 .00 8939.10 9600.00 *SECNO 100040.700 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 13.76 447.06 .00 .00 447.09 .03 .29 .30 445.70 48600.0 21447.0 6165.3 20997.7 16212.5 2344.8 22425.4 4316.1 919.7 443..10 1.12 1.32 c.63 .94 .070 .060 .090 .000 428.30 1016.92 .000379 760. 760. 760. 1 0 0 .30 8602.70 9782.37 * SECNO 103060.300 3265 DIVIDEC FLO" 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 103060.000 13.45 449.45 .00 .00 449.55 .10 1.43 .02 449.60 52800.0 6872.7 9000.0 36927.3 4316.3 1929.3 20941.8 5783.8 1232.9 447.50 1.36 1.59 4.67 1.76 .070 .060 .090 .000 430.00 1149.01 .001713 1350. 3020. 1775. 2 0 0 .00 8743.41 10163.J9 31JAN92 11:37:11 PAGE 11 SECNO DEPTH ChSEL CRIW5 WSELK EG MV HL OLOSS L -SANK ELEV Q JLOB 3C' OROb AL1B ACM AROB VOL TWA -8ANK ELEV TIME VLOB VCH VROB xNL XNCM XNR MTN ELMIN SSTA SLOPE XLOBL JLCH xLJBR ITRIAL IOC ICONT CORAR TGPWID ENOST *SECNO 110750.000 3265 DIVIDED FLOW 3280 CROis SECTION 110750.00 ExTENuEO 3.11 FEET 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 26.01 452.41 .00 .00 452.45 .03 .01 .00 459.00 37400.0 19639.0 95J0.9 3260.1 19251.9 4369.3 7424.2 9553.7 2130.1 457.70 2.75 1.02 2.17 1.11 .075 .060 .075 .000 426.40 2318.00 .000318 3J. 30. 30. 0 0 0 .00 6956.09 10093.00 *SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .51 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 459.50 MAX ELLC= 455.40 IM 35E 110790.000 25.95 452.35 .00 .00 452.55 .20 .02 .U8 458.50 37400.0 6923.2 13705.8 11770.9 2327.0 4398.6 4083.5 9573.1 2133.9 453.50 2.75 2.45 4.25 2.38 .075 .050 .075 .000 426.40 5155.03 .00120" 40. 43. 40. 2 0 0 .00 1369.56 11759.57 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 459.50 MAX ELLC= 455.40 110910.000 26.10 4'52.50 .00 .00 452.59 .19 .14 .00 453.50 37400.0 6992.9 19605.6 11801.5 2E74.6 4457.3 4163.4 9604.6 2137.7 455.50 2.76 2.42 4.17 2.33 .075 .060 .075 .000 426.40 5154.66 .001142 120. 120. 120. 2 0 0 .30 1372.97 117t0.01 31JAN 11:37:11 PAGE 12 SECNJ DEPTH CWSEL CRIWS NS_LK EG HV HL OLOSS L -BANK ELEV Q QLOB )CH QPOB AL)B ACH AROB VOL TWA 9 -5ANK ELEV TIMt VLOB VCH VROB xNL xNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL0BR IT'IAL IOC ICONT CORAR TOPWID ENOST *SECNO 110930.000 3265 DIVIDED FLO.' 3280 CROSS SECTION 110930.00 EXTENDED 3.10 FFET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.71 3370 NORMAL BRIDGE, NRO= 2 M1N ELTRD= 455.50 MAX ELLC= 455.70 110930.000 26.30 452.70 .00 .00 452.75 .05 .01 .04 456.50 37400.0 12185.0 10342.6 14872.4 13696.5 3565.4 12642.0 9614.1 2139.8 454.20 2.77 .89 2.90 1.18 .075 .060 .075 .000 426.40 2451.00 .000390 23. 20. 20. 2 0 0 .00 7796.60 11204.00 *SECNO 110980.000 3280 CROSS SECTION 110980.00 EXTENDED 3.75 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.70 110980.000 20.76 452.76 .'JO .00 452.77 .01 .01 .01 449.50 37400.0 17133.1 6103.2 14163.6 26133.7 3954.4 16779.9 9658.1 2149.3 443.00 2.7d .56 1.54 .34 .075 .050 .075 .000 424.00 3250.00 .000135 50. 50. 5). 1 0 0 .00 8680.00 11930.00 CCHV= .100 CEHV= .300 * SECNO 113000.000 3280 CROSS SECTION 113)00.00 EXTENDED 2.49 FEET 113000.000 31.99 452.99 .00 .00 453.03 .04 .25 .01 446.00 37400.0 17003.0 11240.6 9156.4 20833.3 4156.0 13464.2 11144.9 2416.0 449.00 3.11 .92 2.70 .58 .090 .060 .085 .000 421.00 4400.00 .000188 1250. 20220. 1900. 2 0 0 .00 7200.00 11500.00 * SECNO 113090.003 31JAN2 11:37:11 PAGE 13 SECNO DEPTH CWSEL CRIWS dS'_LK EG HV HL OLOSS L-3ANK ELEV U GLOB OCH .ROB ALOB ACM AROB VOL TWA R -9ANK ELEV TIME VLOB VCH VRJB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO8! xLCM XLOBR ITPIAL IOC ICONT CORAR TOPWIO ENOST 3265 DIVIOcO FL0 3280 CROSS SECTION 113090.00 EXTENDED 1.40 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .28 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 455.50 MAX ELLC= 452.80 MKT RAILROAD 113090.000 31.90 452.90 .00 .00 453.13 .23 .04 .06 455.50 37400.0 11208.9 2241.9 3769.2 5209.6 4842.5 2148.8 11197.3 2429.8 456.00 3.12 2.15 4.63 1.75 .080 .060 .085 .000 421.00 4400.00 .002440 90. 90. 90. 2 0 0 -96.79 6187.36 11600.00 * SECNO 113110.000 3265 DIVIDED FLOW 3280 CROSS SECTION 113110.00 EXTENDED 1.45 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRO= 455.50 MAX ELLC= 452.80 113110.000 31.96 452.96 .00 .00 453.18 .22 .05 .00 455.50 37400.0 11420.6 22105.1 3874.3 5417.7 4842.5 2282.8 11202.9 2432.7 456.00 3.12 2.11 4.5o 1.70 .050 .060 .085 .000 421.00 4400.30 .00[377 23. 20. 20. 2 0 0 - 115.54 6254.75 11600.00 31JAN92 11:37:11 PAGE 14 T1 U.S. ARMY CORPS OF ENGINEERS - FORT wORTM DISTRICT T2 UPPER TRINITY RECON STUDY • ELM FORK TRINITY RIVER * EXISTING CONDITIONS T3 ELM FORK FLOOD4AY MODEL /ENCROACHED PROFILE J1 ICHECK INO NI`JV ICIR STRT METRIC HVINS 0 NStL FO 0 3 0.000)0 -1 445.59 J2 NPROF IPLOT PRFVS xSECV XSECH FN ALLOC IBM CHNIM ITRACE 15 -1 31JAN92 11:37:11 PAGE 15 SECNO DEPTH CWSEL CRIwS wSELK EG HV HL OLOSS L-8ANK ELEV Q JLOB ;CH CROP ALJB ACH AROB VOL TWA R -LANK ELEV TIME VLOB VCH VPOB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR IT4IAL IDC ICONT CORAR TOPWIO ENOST *PROF 2 CCHV= .10U CEHV= .300 * SECNO 93670.0uC 3265 DIVIDED FLOW 3280 CROSS SECTION 93670.00 EXTENDED .69 FEET 3470 ENCROACHMENT STATIONS = 2950.0 8650.0 TYPE= 1 TARGET= 5700.000 93670.000 14.69 445.69 .00 445.13 445.98 .19 .00 .00 439.00 48600.0 34585.9 12722.5 1271.6 12472.7 2548.2 731.2 .0 .0 439.00 .00 2.77 4.99 1.77 .070 .060 .100 .000 431.00 2950.00 .002086 50. 50. 50. 0 0 0 .00 3730.33 6650.30 CCHV= .300 CEHV= .500 * SECNO 93730.000 3265 DIYID80 FLOG 3260 CROSS SECTION 93730.00 EXTENDED .85 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 441.50 MAX ELLC= 444.60 3470 ENCROACHMENT STATIONS= 3000.0 8600.0 TYPE= 1 TARGET= 5800.000 4677 BRIDGE OECK DEFINITION ERROR AT STATIONS 8700.00 8800.00 SANDY LAKE ROAO 93730.000 31.35 445.35 .00 445.21 446.04 .19 .16 .00 443.50 48600.0 32252.6 16347.4 .0 11155.7 3634.8 .0 21.0 5.6 1)0000.00 .00 2.89 4.50 .00 .070 .060 .000 .00U 414.50 3000.30 .003537 60. 60. 60. 2 0 0 - 785.53 4356.95 8300.00 * SECNO 93760.000 3265 DIVIDED FLOW 31JAN92 11:37:11 PAGE 15 SECNJ DEPTH Cw5EL CRIWS wSELK EG HV HL OLJSS L-3ANK ELEV Q 0108 4CH uR06 ALOB ACM AROB VOL TWA R -SANK ELEV TIME vL08 VCH vROB XNL XNCH XNR MTN cLMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TCPWID ENOST 3280 CROSS SECTION 93760.00 ExTENDE3 .97 FEET 3370 NORMAL BRIDGE. NRO= 2 PIN ELTRD= 443.50 MAX ELLC= 444.60 3470 ENCROACHMENT STATIONS= 5000.0 3900.0 TYPE= 1 TARGET= 5800.000 4677 BRIDGE DECK DEFINITION ERROR AT STATIONS 8700.00 8800.00 93760.000 31.47 445.97 .00 445.36 446.15 .18 .10 .00 443.50 48600.0 32918.5 15731.5 .0 1154E.0 3665.1 .0 31.4 8.6 100003.00 .01 2.82 4.31 .00 .070 .060 .000 .00U 414.50 3000.)0 .0032)4 30. 30. 30. 2 0 0 - 792.89 4379.91 8900.30 •SECNO 93810.000 3265 DIVIDED FLOW 3260 CROSS SECTION 93810.00 EXTENDED 1.05 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.03 3470 ENCROACHMENT STATIONS= 2900.0 3650.0 TYPE= 1 TARGET= 5750.000 93810.0J6 31.56 446.06 .00 445.51 446.22 .16 .07 .00 43.50 46600.0 20916.8 20374.1 1309.1 15822.P 4421.7 824.6 52.3 13.8 439.30 .u1 1.70 4.61 1.59 .070 .060 .070 .0)0 41..50 2900.)0 .00./793 53. 50. 5J. 2 0 0 .00 4749.77 8050.00 CCHV= .100 CEHV= .300 •SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.32 3470 ENCROACHMENT STATIONS= .0 10700.0 TYPE= 1 TARGET= 10700.000 97570.000 23.93 +46.93 .00 445.31 446.95 .02 .71 .01 433.:0 48600.0 23231.5 6315.6 19052.9 26976.6 3217.1 26719.7 1951.1 352.1 440.00 .74 .86 1.96 .71 .070 .060 .090 .000 423.00 768.74 .005146 2100. 3710. 1700. 4 0 0 .J0 9931.26 10700.00 31J4N2 11:37 :11 P4 17 SECNO DEPTH CWSLL CRIBS WSELK EG HV HL GLOSS L -3A4K ELEV Q .1LOB NCH OR08 AL08 ACH AROB VOL TWA R -SANK ELEV TIME VLOB VCH VROB XN.. XNCH XNR WTN ELMIN SSTA SLOPE XLO8L XLCH XLJBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 96450.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 19600.0 TYPE= 1 TARGET= 19600.000 98450.000 21.07 447.07 .00 445.50 447.09 .02 .14 .00 445.70 48600.0 25142.5 6854.2 16603.4 24054.9 2888.1 22205.9 2874.6 522.7 443.00 .93 1.04 2.37 .75 .070 .060 .090 .000 425.00 9616.84 .000239 300. 880. 700. 2 0 0 .30 9896.23 19600.00 *SECNO 99260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 7600.0 TYPE= 1 TARGET= 9599.999 99280.00u 19.27 447.27 .00 445.77 447.29 .03 .20 .00 445.70 49600.0 21403.5 6503.5 20693.0 18703.0 2653.3 24616.9 3698.7 635.4 443.00 1.11 1.14 2.45 .94 .070 .060 .090 .000 428.00 574.69 .000282 759. 830. 753. 2 0 0 .00 8967.05 960.00 *SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 19.19 447.49 .00 447.06 447.51 .03 .22 .00 445.70 48630.0 21428.4 5750.5 21421.0 17522.7 2422.9 24805.6 4490.1 840.9 443.00 1.28 1.22 2.37 .96 .070 .060 .090 .0)0 423.30 1315.06 .000296 763. 760. 760. 2 0 0 .00 8860.14 9900.00 * SECNO 103u60.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIOE OF ACCEPTABLE RANGE. KRATIO = .43 31JAN92 11:37:11 PAGE 18 SECNO CEPTH CWSEL CRIWS WS;LK EG HV ML OL05S L -SANK ELEV 0 4L013 0CM OROB AL98 ACM AROB VOL TWA 4-3ANK ELEV TIME VLOB VCH VROB xNL XNCH XNR WTN EIMIN SSTA SLOPE XLOdL xLCH xLOtR STRIAE IOC ICONT CORAR TOPWID ENLIST 3470 ENCROACHMENT STATIONS= 2840.0 9770.0 TYPE= 1 TARGET= 6860.000 103060.000 18.67 448.07 .90 449.45 448.79 .12 1.25 .03 449.50 52800.0 1u89.7 7788.1 41922.2 6)7.5 1972.8 21742.2 5975.9 1155.6 447.50 1.50 1.79 4.9e 1.93 .070 .060 .090 .000 43J.00 2840.30 .001895 135). 3020. 1775. 2 0 0 .00 6673.95 9700.00 *SECNO 106080.000 3265 DIVILED FLOW 3470 ENCROACHMENT STATIONS= .0 9300.0 TYPE= 1 TARGET= 8219.999 106080.000 31.30 451.30 .00 451.09 451.34 .05 2.55 .01 453.50 37400.0 783.2 5380.9 31235.8 873.0 1789.7 22625.6 7041.7 1433.5 452.00 1.85 .y0 3.01 1.38 .070 .060 .090 .000 420.00 1336.36 .000825 1550. 3U2u. 1775. 2 0 0 .00 6157.1.5 8500.00 *SECNO 110580.000 3280 CROSS SECTION 110580.90 EXTENOED 3.43 FEET 3302 WAUNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANuE, KRATIO = 2.28 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= -4600.000 110580.000 29.48 452.48 .00 452.38 452.50 .02 1.15 .00 449.50 37400.0 15592.5 6339.1 15418.4 20216.5 3872.1 16092.7 9658.2 1945.7 448.00 1.89 .77 1.65 . +6 .070 .060 .070 .000 424.00 4500.00 .000158 1703. 4500. 4400. 4 0 0 .00 7330.00 11930.00 CCMV= .300 CEHv= .500 *SECNO 110720.000 3265 DIVIOtO FLOW 3280 CROSS SECTION 110720.00 EXTENOED 2.48 FEET 31JAN92 11:37:11 PAGE 19 SECNO DEPTH CWSEL CRIWS wSELK EG MV ML OLOSS L -LANK ELEV I.) QLOB OCH OROB AIOB ACH AROB VOL TWA R -TANK ELEV TIME VLOB VC4 VROB XNL XNCH XNR WIN EIMIN SSTA SLOPE xIOBL XLCH xLOBR ITUTAL IOC ICONT CORAR TOPWID ENOST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .44 3370 NORMAL dRIOGE, NRJ= 2 MIN ELTPD= 457.70 MAX ELLC= 455.50 3470 ENCROACHMENT STATIONS= 5450.0 10070.0 TYPE= 1 TARGET= 4620.000 110720.000 26.08 452.48 .00 452.40 452.59 .11 .04 .05 458.00 37400.0 8312.0 15510.7 13577.3 5321.5 4396.0 7520.7 9750.6 1963.6 457.70 2.71 1.56 3.53 1.81 .075 .060 .075 .0)0 426.40 5450.30 .000831 143. 140. 140. 2 0 0 .00 3324.30 10070.00 * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 2.50 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 3470 ENCROACHMENT STATIONS= 54;0.0 10070.0 TYPE= 1 TARGET= 4620.000 110750.000 26.11 452.51 .00 457.41 452.61 .11 .02 .00 454.00 37400.0 8331.2 15474.4 13594.4 5349.6 4404.0 7562.4 9762.5 1966.2 457.70 2.91 1.5o 3.51 1.30 .075 .060 .075 .000 425.40 5450.00 .000822 33. 30. 30. 1 0 0 .00 3827.33 10070.00 *SECNO 110790.000 3265 DIVIDtD FLOW 3376 NORMAL 8RIDGE, NRO= 2 MIN ELTRD= 459.50 MAX ELLC= 455.40 3470 ENCROACHMENT STATIONS= 7180.0 11755.0 TYPE= 1 TARGET= 4575.000 IM 3iE 110790.000 25.09 452.49 .00 45'.35 452.71 .21 .04 .75 45 0 .50 37400.0 5838.6 19319.2 12242.2 2193.3 4453.3 4152.3 9775.4 1968.5 458.50 2.92 2.66 4.34 2.95 .075 .060 .075 .000 426.40 7205.20 .001234 40. 40. 40. 2 0 0 .00 1222.40 11755.30 31JAN92 11:37:11 PAGE 20 SELNO DEPTH CuSEL CPIUS wS_LK EG HV ML OLOSS L-iANK ELEV 0 JLOB UCH 0ROB ALOE ACM AROB VOL TW. R-3ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR UTN ELMIN SST* . SLOPE xLOBI XLCH XLOBR !TRIAL IDC ICONT CORAR TOPUIO ENDST *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN tLTRO= 454.50 MAX ELLC= 455.40 3470 ENCROACHMENT STATIONS= 7180.0 11755.0 TYPE= 1 TARGET= 4575.030 110910.000 26.25 452.65 .00 452.50 452.85 .20 .14 .90 453.50 37400.0 5893.6 19232.3 12234.0 2240.3 4513.5 4233.6 9805.5 1971.9 458.50 2.93 2.63 4.26 2.70 .075 .060 .075 .000 426.40 7205.77 .001112 120. 120. 120. 2 0 0 .00. 1224.77 11755.30 *SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 EXTENDED .63 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 455.50 MAX ELLC= 455.70 3470 ENCROACHMENT STATIONS= 5800.0 10450.0 TYPE= 1 TARGET= 4650.000 110930.000 26.38 452.78 .00 452.70 452.90 .12 .02 .03 456.50 37400.0 3546.4 14249.3 19604.3 3000.5 3592.5 11471.4 9812.1 1973.0 45 2.93 1.18 3.78 1.71 .075 .060 .075 .000 425.40 5900.00 .000729 29. 20. 20. 2 0 0 .00 3707.57 10450.00 *SECNO 110980.000 3280 CROSS SECTION 110980.00 EXTENDED 3.92 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.82 3470 ENCROACHMENT STATIONS= 7100.0 11900.0 TYPE= 1 TARGET= 4800.000 110980.000 28.92 452.92 . 452.76 452.94 .03 .02 .03 449.50 37430.0 10939.5 7960.1 15450.4 11377.3 4006.3 16983.9 9841.1 1977.9 443.00 2.94 .97 1.99 1.09 .075 .060 .075 .000 424.00 7100.00 .000219 50. 50. 50. 2 0 0 .00 4800.00 11900.00 31JAN92 11 :37:11 PAGE 21 SIGN° DEPTH CwSEL CRIWS uS EC HV ML OLOSS L-3ANK ELEV Q GLOB )CH QROB ALDB ACM AROB VOL TWA R -3ANK ELEV TIME VLOB VCH VRO8 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST CCHV= .100 CEHV= .300 *SECNO 113000.000 3280 CROSS SECTION 113000.00 EXTENDEO 2.7? FEET 3470 ENCROACHMENT STATIONS= 6900.0 111)0.0 TYPE= 1 TARGET= 4200.000 113000.000 32.28 453.28 .00 452.99 453.35 .07 .40 .01 446.00 37400.0 13576.2 13327.0 10496.8 119)0.8 4205.8 12441.6 10973.4 2142.6 449.00 3.10 1.14 3.17 .94 .090 .060 .085 .000 421.00 6900.00 .000254 1250. 2020. 1800. 2 0 0 .00 4200.00 11100.30 *SECNO 113090.0u) 3265 DIVIDED FLOW 3280 CROSS SECTION 113090.00 EXTENDED .69 FEET 3302 WARNING: CONVEYANCE_ CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .30 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 455.50 MAX ELLC= 452.80 3470 ENCROACHMENT STATIONS= 6900.0 11100.0 TYPE= 1 TARGET= 4200.000 MKT RAILROAD 113090.000 32.19 453.19 .00 452.90 453.47. .28 .05 .07 455.50 37400.0 3813.9 23877.7 4708.4 283'2.8 4842.5 2480.1 11013.4 2150.4 456.00 3.21 3.11 4.93 1. +0 .090 .060 .085 .000 421.00 6900.30 .002774 90. 90. 90. 2 0 0 -187.63 3360.75 11100.00 * SECNO 113110.000 3265 DIVIDED FLOa 3280 CROSS SECTION 113110.00 ExTENDEO .75 FEET 3370 NORMAL 6RIOGE. NR1= 2 MIN ELTRD= 455.50 MAX ELLC= 452.80 31JAN92 11:37 :11 PAGE 22 SECNO DEPTH CWSEL CPIWS .SELK EG HV ML OLDSS L - DANK ELEV Q QLOB JCH 4ROB ALDB ACH AROB VOL TWA R-1ANK ELEV TIME VLOB VCH YROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH xLOBR ITRIAI IDC ICONT CORAR TOPWIO ENDST 3470 ENCROACHMENT STATIONS= 6900.0 11100.0 TYPE= 1 TARGET= 4200.0J0 113110.000 32.25 453.25 .90 452.96 453.53 .28 .05 .00 455.50 37400.0 8914.3 23625.1 4860.7 2902.4 4842.5 2602.8 11018.1 2152.0 456.)0 3.21 3.07 4.86 1.57 .050 .060 .085 .000 421.00 6900.00 .002716 2 J. 20. 20. 2 0 0 - 208.00 3381.50 11100.00 31JAN92 11:37:11 PASE 23 THIS RUN EXECUTED 31JAN92 11:37:13 HEC MATER SURFACE PROFILES Version 4.0.0; February 1941 NOTE ASTERISK ( *) AT LEFT Or CROSS-SECTION NU1B:R INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK FL000NAY MODEL/ SUMMARY PRINTOUT SECNO Q CWSEL DIFNSP SSTA STCHL STENO. STENCR STCHR ENOST 93670.000 48003.00 445.13 .00 1)00.00 8200.00 .00 .00 8470.00 10220.00 93670.000 4860).00 445.69 .56 2950.00 8200.00 2950.00 8650.00 8470.00 8650.00 * 93730.000 48600.00 445.21 .00 1799.48 8490.00 .00 .00 8900.00 10429.00 * 93730.000 .8600.00 445.15 .64 3300.00 8490.00 3000.00 8800.00 8800.00 8300.00 93760.000 48603.00 445.36 .00 1784.34 8490.00 .00 .00 8300.90 10420.00 * 93750.000 48600.00 445.97 .61 '.)00.00 8490.00 3000.00 8800.00 8300.00 8300.00 * 93810.000 4860).00 445.51 .30 1)00.00 8200.00 .00 .00 8450.00 10930.00 * 93810.000 48600.00 448.0e .55 2)09.00 8200.00 2900.00 8050.00 8450.70 9550.00 * 97570.000 48603.00 446.31 .00 302.88 5490.00 .00 10700.00 5680.00 10700.00 * 97570.000 48600.00 440.93 .52 768.74 5490.00 .00 10700.00 5580.00 10700.00 98450.000 48600.00 446.50 .30 9619.28 14035.00 .00 19600.00 14215.70 19484.08 98450.000 48600.00 447.07 .57 9515.84 14035.00 .00 19603.30 14215.00 1060).)0 99280.000 48603.00 446.77 .00 584.57 4035.00 .00 9600.00 4215.70 9600.00 99280.000 48603.00 447.27 .49 576.69 4035.00 .00 9600.00 4215.00 9000.00 100040.000 48600.00 447.06 .00 1)15.92 4035.90 .00 9900.00 4215.00 9782.77 100040.000 48600.00 447.49 .42 1915.00 4035.00 .00 9900.00 4215.00 9900.00 * 103050.000 52300.00 443.45 .00 1149.01 3333.00 .00 .00 3533.70 10103.09 * 103060.000 52303.00 443.57 .[2 2 940.00 3333.00 2840.00 9700.00 3533.J0 9700.70 106080.000 3740).00 451.09 .00 1352.60 2639.00 .00 8301.00 2350.70 8303.)0 10006U.000 37400.00 451.30 .21 1335.00 2630.00 .00 8300.00 2850.70 9300.70 * 110560.000 37400.00 452.38 .00 4500.00 9030.30 4600.00 11930.00 9340.00 11930.70 * 110560.000 37400.00 452.48 .10 4500.00 9030.00 4600.00 11930.00 9340.00 11930.30 31JAN92 11:37:11 PAGE 24 SECNO 0 CwSEL 0IF4SP SSTA STCHL STENCL STENCR STCHR ENOST 110720.000 37400.00 452.40 .00 2318.00 7237.00 .00 .00 7635.00 10080.30 * 110720.000 37400.00 452.48 .08 5 +50.00 7237.00 5450.00 10070.00 7635.00 10070.00 110750.000 37400.00 452.41 .30 2313.00 7237.00 .00 .00 7635.00 10060.00 110750.000 37403.00 452.51 .09 5.50.00 7237.00 5450.00 10070.00 7035.00 10070.30 * 110790.000 37400.00 452.35 .00 5155.03 9050.00 .00 .00 9448.00 11759.67 110790.000 37400.00 452.49 .14 7206.20 9050.00 7180.00 11755.00 9443.00 11755.00 110910.000 37400.00 452.50 .00 5154.66 9050.00 .00 .00 9448.00 11760.01 110910.000 37400.00 452.65 .14 7205.77 9050.00 7180.00 11755.00 9443.00 11755.00 * 110930.000 37400.00 452.70 .00 2451.00 7204.00 .00 .00 7430.00 11204.00 110930.000 37400.00 452.78 .08 5900.00 7204.00 5800.00 10450.00 7430.00 10450.00 * 110980.000 37403.00 452.76 .00 3250.00 9030.00 .00 .00 9540.70 11930.00 * 110930.000 37400.00 452.2 .16 7100.00 9030.00 7100.00 11900.00 934U.)0 11900.30 113000.000 37400.00 452.99 .00 4400.00 8530.00 .00 .00 8700.00 11 113000.000 37400.00 453.26 .29 6900.00 8530.00 6900.00 11100.00 8700.00 11100.00 * 113090.000 37400.00 452.90 .00 4400.00 8380.00 .00 .00 8700.00 11600.00 * 113090.000 37400.00 453.1? .28 6700.00 8380.00 6900.00 11100.00 8700.00 11100.00 113110.000 37400.00 452.96 .00 4400.00 8380.00 .00 .00 8700.00 11600.00 113110.000 37403.00 453.25 .29 6907.00 8380.00 6900.00 11100.00 8700.00 11100.00 31JAN92 11:37 :11 PAGE 25 ELM FORK FL000HAY MODEL/ SUMMARY PRINTOUT TABLE 110 SECNO CWSEI DIFKWS EG TOPWID 0100 QCH QROd PERENC STENCL STCHL STCHR ST_VC9 93670.000 445.13 .00 445.22 7)35.27 37639.23 8907.41 2053.37 .70 .00 6203.70 8470.00 .00 93670.000 445.69 .56 445.88 3730.33 34585.93 12722.46 1291.61 5700.00 295.3.00 8200.70 8470.00 8650.00 * 93730.000 445.21 .00 445.39 5475.93 33921.46 14677.66 .39 .00 .00 8493.70 8900.00 .00 * 93730.000 445.85 .64 446.04 4356.95 32252.58 16347.42 .00 5800.70 3000.00 8490.00 8800.00 8800.00 93730.000 445.36 .00 445.52 5550.92 34777.90 13818.47 3.64 .00 .00 8490.70 8500.00 .00 * 93760.000 445.97 .61 448.15 4379.91 32818.47 15781.53 .00 5800.00 3000.00 8490.70 8800.00 3800.00 * 93810.000 445.51 .30 445.59 8454.97 28924.57 15612.44 4062.99 .10 .70 8200.00 8457.00 .03 • 93810.030 445.06 .55 445.22 4749.97 26416.81 20374.09 1309.10 5750.00 2900.00 8200.00 8450.00 3650.00 * 97570.000 445.31 .70 446.33 9997.11 22729.49 6952.64 18917.87 10700.00 .00 5490.00 5680.00 10700.00 * 97570.000 446.93 .62 446.95 9931.26 23231.51 6315.60 19052.89 10700.00 .00 5490.00 5680.00 10700.00 98450.000 445.50 .00 445.53 9723.74 24933.37 7635.34 16031.29 19600.70 .00 14035.00 14215.00 19600.0u 93450.000 447.07 .57 447.39 9395.23 25142.48 6854.16 16603.36 19300.00 .00 14035.00 14215.00 19630.00 99290.000 446.77 .00 446.81 8939.10 21266.98 7096.27 20236.76 9600.70 .00 4035.00 4215.00 9600.00 99280.000 447.27 .49 447.29 8967.05 21403.49 6503.46 20693.05 9600.30 .00 4035.30 4215.00 9600.00 100040.000 447.06 .00 447.09 8502.70 21446.95 6165.32 20987.73 9900.70 .00 4035.00 4215.00 9900.00 100040.000 447.49 .42 447.51 3860.14 21428.45 5750.53 21421.02 9900.00 .00 4035.70 4215.00 990C.00 * 103060.000 449.45 .00 443.55 8749.41 6872.66 9000.04 36927.30 .00 .00 3333.10 3533.00 .00 * 103060.000 443.67 .22 445.79 6370.95 1089.69 9788.12 41922.20 6860.00 2340.00 3333.00 3533.00 9700.00 106080.000 451.09 .00 451.14 6)71.73 685.30 5592.99 31121.72 8300.00 .00 2530.70 2950.00 3300.00 106030.0100 451.30 .21 451.34 6157.65 783.23 5380.94 31235.33 8300.30 .00 2530.70 2850.00 53u3.00 * 110580.000 452.38 .00 452.40 7330.70 15469.63 6479.59 15450.78 - 4600.00 4600.00 9030.00 9340.00 11930.00 * 110580.000 452.48 .10 452.50 7330.00 15592.54 6389.07 15418.39 - 4600.00 4600.00 9030.00 9340.00 11930.00 110720.000 452.40 .OU 452.44 6955.00 19630.79 9511.03 8258.18 .00 .00 7237.00 7535.00 .00 * 110720.000 452.48 .08 452.59 3324.30 8312.00 15510.73 13577.27 4620.90 5450.70 7237.30 7635.00 10070.00 110750.000 452.41 .00 452.45 6955.79 19638.98 9500.89 8260.13 .00 .00 7237.30 7635.00 .00 110750.000 452.51 .09 452.61 3927.33 8331.17 15474.43 13594.39 4620.00 5450.00 7237.70 7635.00 10070.00 * 110790.000 452.35 .00 452.55 1369.56 6923.22 18705.84 11770.94 .00 .00 9053.00 0449.00 .00 110790.000 452.49 .14 452.71 1222.40 5838.61 19319.24 12242.15 4575.00 7180.00 9057.00 9449.00 11755.00 110910.000 452.50 .00 452.69 1372.97 6992.90 18605.57 11801.53 .00 .70 9050.00 9448.00 .00 110910.000 452.65 .14 452.85 124.77 5883.60 19232.35 12284.05 4575.00 7180.00 9050.00 9448.00 11755.00 * 110930.000 452.70 .00 452.75 7796.50 12195.05 10342.57 14972.38 .00 .00 7204.30 7437.70 .0) 110930.000 452.78 .J8 452.40 3707.57 3546.43 14249.31 19604.26 4650.00 5800.00 7204.00 7430.00 10450.0! 31JAN92 11:37:11 PAGE 25 SECNO CWSEL OIFKwS EG TOP4ID OL06 OCH ORJ8 PERENC STENCI STCHL STCHR ST;4CF * 110980.000 452.76 .00 452.77 8580.00 17133.14 6103.21 14163.65 .J0 .00 9030.00 9340.00 .00 * 110980.000 452.92 .16 452.94 4300.00 10989.51 7960.06 18450.43 4800.10 7100.00 9030.30 9340.00 119)0.0! 113000.000 452.99 .00 453.03 7700.00 17003.00 11240.59 9156.41 .10 .00 8533.10 8700.00 113030.000 453.28 .29 453.35 4200.00 13576.18 13327.05 10495.77 4200.00 6900.00 8530.0 8700.00 11100.03 * 113090.0)0 452.90 .00 453.13 6187.36 11208.95 22421.85 3769.20 .00 .00 8380.30 8700.00 .0. * 113090.000 453.19 .28 453.47 3360.75 8813.87 23877.73 4708.39 4200.00 6900.00 8380.00 9700.00 11100.00 113110.000 452.96 .00 453.18 6254.75 11420.65 22105.06 3874.29 .00 .00 8380.00 8700.00 .0) 113110.000 453.25 .29 453.53 3381.50 8914.25 23625.08 4860.67 4200.00 6900.00 8380.00 8700.00 11130.00 o 1 , 31JANee 11 :37:11 PAGE 27 1 1 SJMMAk) OF ERRORS AND SPECIAL NOTES 1 .ARNINu SECNJ= 93730.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CAUTION StCNO= 93730.000 PROFILE= 2 BRIDGE DECK DEFINITION ERROR 1 LAUTION iECNO= 937o).J00 PROFILE= 2 BRIDGE DECK DEFINITION ERROR .AkNINi SECNO= 93317.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE i .ARNING SECNJ= 73310.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE , ,1ARNING StCNJ= 97570.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 SECNO= 9757).000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 AARNING SECNO= 103J60.J0 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .A hih. SECNO= 103J60.J0J PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .ARVIN, SECNJ= 110530.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 4ARNIN4 AECNJ= 110590.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE i .AKNING SECNJ= 110727.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 4 WARNING StCNO= 110790.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 aARNING AECNO= 110930.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 4ARNING SECNO= 110990.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ► .A�NIN. SECNO= 110990.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 .AkN[NG SECNO= 113990.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 .ARMING S[CNO= 11339).)00 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 1 1 1 1 1 1 I 1 1 1 0 1 31JAN92 11:37:11 PAGE 28 FL000WAY DATA ELM FORK FL000WAY MODEL/ PROFILE NO. 2 FL000WAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODwAY FL00DWAY 93670.000 5700. 15752. 3.1 445.7 445.1 .6 93730.000 53C0. 14791. 3.3 445.6 445.2 .6 93760.000 5800. 15313. 3.2 446.0 445.4 .6 93810.000 5750. 21069. 2.3 446.9 445.5 .5 97570.000 9931. 56913. .9 446.9 446.3 .6 98450.000 9983. 49159. 1.0 447.1 446.5 .6 99280.000 9025. 45973. 1.1 447.3 446.8 .5 100040.000 8885. 44751. 1.1 447.5 447.1 .4 103060.000 6860. 24322. 2.2 448.6 448.4 .2 106080.000 6964. 25288. 1.5 451.3 451.1 .2 110580.000 7330. 40261. .9 452.5 452.4 .1 110720.000 4620. 17238. 2.2 452.5 452.4 .1 110750.000 4620. 17316. 2.2 452.5 452.4 .1 110790.000 4549. 10799. 3.5 452.5 452.4 .1 110910.000 4549. 10987. 3.4 452.6 452.5 .1 110930.000 4650. 18054. 2.1 452.8 452.7 .1 110980.000 4800. 32368. 1.2 453.0 452.8 .2 113000.000 4200. 28548. 1.3 453.3 453.0 .3 113090.000 4200. 10153. 3.7 453.2 452.9 .3 113110.000 4200. 10348. 3.6 453.3 453.0 .3 ELM FORK IIB_ EXISTING CONDITIONS WITH ADDED SECTIONS 31JAN/2 12:19:42 PA,E 1 THIS RUN EXECUTED 31JAN92 12:10:42 HEC-2 WATER SURFACE PROFILES V.rsion 4.6.0; February 19'1 T1 COPPELL CITY WIDE STORM WATER MANAGEMENT STUDY T2 RtCON STUDY *ELM FORK TRINITY RIVER••A005D XSECTIONS T3 ELM FORK FL00DWAY MODEL /NATURAL PROFIT= FILE:OATELM2.FW J1 ICHECK INJ NINV IDIR SToT METRIC MVINS 0 WSEL FQ -1 2 0.000)0 445.13 J2 NPROF IPLOT PRFVS XSECV XSEC4 FN ALLOC IdW CHNIM ITRACE 1 -1 J3 VA2IAbLE CODES FOR SUMMARY PRINTOUT 3, 43 1 50 53 21 27 28 22 54 110 200 J5 LPRNT NUMSEC REQUESTED SECTION NUMBERS •* - 10. 13. 99230. 100040. 133060. 104380. 105000. 105500. 106080. 110580. 110720 110750 11079J. 110910. 110930. OT 2 48600 48507 NC .07 .1 .05 0.1 0.3 ET 4.1 293', 3650 X1 93070 42 800 8477. 50 50 57. GR 445 1000 445 101'9 446 1180 446 1240 441 1530. GR 440 2300 439.5 27)0 440.5 2900 439 3010 439.5 3300. GR 443 3720 445.5 3810 449.5 4200 470.0 4300 470.0 5750. GR 442.5 5760 445 5970 444 6280 442 5470 444 6569. GR 440 7100 445 7320 439.5 7580 437.5 7610 431 7539. GR 430.5 7670 441., 7690 440.5 7830 441 7940 439 °20). GR 437.5 9225 437.5 8274 434 8275 434.3 9390 437.2 9391. GR 437.5 8420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 1)140 445 10220 NC .5 ET 4.1 30)0 58)0 SANDY LAKE ROAO X1 93730 40. 8490 8800 60 60 60. BT 2 8490 443.5 439.6 8800 448.5 444.6 GR 45U 1000 447 1420 447 1620 443 2020 442 2480 GR 441.5 3620 442 3820 450 4420 451 4310 447 522). GR 447 5420 443.5 5820 443.5 6120 445 6330 442 0 GR 445 7290 443.5 7850 441 7920 439.5 8010 457.5 3030 31JAN92 12:19:42 PAGE 2 GR 451 3050 435.5 3090 441.5 3110 4.4 D120 443.5 9179 GR 443 3370 445.5 94.)5 439.6 3490 456 3640 418 9650 GR 420 8670 414.5 3700 444.6 8800 448.5 c870 446 3670 GR 446.5 9110 445.5 v31) 446 9610 • 445.5 10320 445 10420 • ET 4.1 3000 3800 X1 93760 50 30 50 X2 1 NC .07 .07 .U6 ET 4.1 2970 8650 X1 93810 49 8'00 3450 50 50 30 GR 44i 1000. 445 1030 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 33)0 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.8 5000 446 5090 444 5249 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 5550 GR 444 7100 445 7320 459.5 7580 437.5 7610 431 7630 GR 430.5 7670 441.5 7690 440.5 7830 441 7947 439.5 3290 GR 418 3230 420 8260 414.5 3280 437.5 3330 439 34)0 GR 439 3450 443.5 9590 444.5 9620 443.5 10000 442 10140 GR 443 10540 444 10650 444 10800 445 10950 NC .07 .09 .06 .1 .3 ET 4.1 31)0 107)0 X1 97570 56 5490 5680 2100 1700 3760 X3 10700 470 GR 450 600 445 820 444 880 444 1150 442 1420 GR 442 1870 440 2139 440 3800 442 3420 444 4030 GR 444 4220 44•) 4350 440 5200 442 5350 442 5460 GR 440 5470 431 5470 423 5525 425 5575 433 5610 GR 436 5630 440 5630 440 5920 442 60)0 442 5630 GR 440 5750 436 5830 438 7200 440 7350 433.2 7350 GR 433.2 7440 440 7470 440 7500 442 8000 442 8150 GR 440 9100 440 3175 433.2 8200 433.2 3255 440 8270 GR 442 8350 442 9230 444 9520 440 9630 434 9555 GR 423 9670 428 9635 434 9700 440 9710 444 9750 GR 446 10005 446.3 10275 446 10560 446 11000 446 12170 GR 450 12170 ET 4.1 1050 10111 X1 98450 49 14935 14215 800 700 830 x3 19600 470 X4 1 441.5 9790 GR 451 9600 444 9630 441.5 11190 439.7 112)0 439.7 11830 GR 442 11840 440.5 12500 441.2 12925 442.5 13030 443 13190 GR 443 13700 444.5 13890 444.9 14000 445.7 14035 426.9 1400 GR 426 14130 443 14215 442.9 14290 444.5 14370 442.9 15415 GR 443.4 15500 442.1 15600 444.5 15685 443 16640 442.5 16700 GR 442.5 15800 441.4 17000 440.2 17115 439.8 17500 440 17600 GR 441.o 17800 442 132)0 443.6 18800 443.5 139)0 446.5 19000 GR 446.5 19100 447.5 19185 447.3 19235 428.3 192)5 428.5 19305 GR 445 19325 447.5 19800 446 20400 446.9 209)0 446.5 210)0 GR 443 211)0 455 21290 457.5 21300 459.2 21420 31JAN92 12:19:42 PAGE 3 ET 4.1 240) 9497 X1 99280 49 4u35 4215 750 750 830 X3 9600 470 X4 1 441.5 542 GR 451 500 444 1030 441.5 1190 439.7 1210 459.7 1330 GR 442 1040 440.5 251C 441.2 2925 442.5 303) 443 3130 GR 443 3700 444.5 3890 444.9 4000 445.7 4035 428.9 40)0 GR 428 418C 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5685 443 0640 442.5 6700 GR 442.5 5800 441.4 7000 440.2 7115 439.8 75)0 440 7670 GR 441.o 7930 442 9200 443.6 8800 443.5 9930 446.5 92)0 GR 445.5 9300 »47.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 109)0 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2300 9750 X1 100u40 49 4035 4215 760 760 750 X3 9900 470 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3090 443 3190 GR 443 3700 444.5 3839 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5630 444.5 5695 443 6640 442.5 6770 GR 442.5 5800 441.4 7000 440.2 7115 439.8 75)0 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 89)0 446.5 9200 GR 446.5 9350 447.5 9600 447.3 9650 428.3 9630 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 109)0 447 110)0 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2840 97)0 QT 2 52800 52800 EXISTING FEMA /COE CROSS SECTION X1 103060 96 3333. 3535. 185u.0 1775.0 3020.0 GR 455.5 1000. 451.7 1025. 448.7 1146. 447.7 1154. 446.6 1229. GR 444.8 1630. 444.9 1033. 446.0 1646. 445.7 2153. 445.8 2245. GR 446.6 2479. 447.5 2599. 447.9 2675. 448.0 2745. 445.2 2946. GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449.2 3305. GR 449.o 3333. 439.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3605. GR 446.4 3555. 445.5 3703. 447.6 3851. 446.6 4331. 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 436). 446.4 4962. GR 444.7 5302. 443.7 5354. 442.7 5364. 442.o 5405. 444.4 5415. GR 443.3 554 442.3 556j. 442.3 5570. 443.8 558). 444.0 5391. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 0353. GR 443.3 6727. 443.5 6325. 443.6 6846. 444.2 7019. 444.2 7402. GR 444.2 7408. 444.9 7923. 445.2 7947. 444.7 7492. 444.3 801 GR 444.6 8989. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 3564. GR 447.4 8770. 447.4 8819. 457.9 8848. 438.1 3987. 446.9 990 GR 447.3 8964. 447.8 9087. 445.0 9182. 446.4 9223. 447.1 0285. GR 447.3 9315. 439.9 9326. 413.2 9367. 439.7 9393. 440.9 9439. GR 444.9 9460. 447.5 949). 447.4 9548. 447.3 9655. 446.6 9912. GR 447.5 10034. 449.0 10132. 449.4 10229. 453.6 10325. 455.5 10423. GR 457.1 10540. 31JAN92 12:10:42 PAGE 4 NH 5 J.07 2630. 0.05 2 "50. 0.09 8670. 0.05 8950. .090 NH 915J ET 4.1 253C 3e4G 400E0 XSECTION AT LAKES OF COPPELL X1 104330 53 2650. 2353. 1050.0 715.0 1810.0 GR 46) 1000 453.5 1150 450 1440 4i1 1370 433 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3320 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4630 444 4810 441 4820 441 4830 444 4940 GR 446 5450 447 6070 446.5 5610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 9250 430 9330 GR 45J 3570 449.0 8670 433 8680 420 8720 433 8750 GR 435.5 8790 443.5 8810 446 9840 448 8850 450.0 8910 GR 452.0 3915 454 9045 456 9150 NH 5 0.07 2o3J 0.16 2850 0.09 8670 0.06 3855 .0 NH 9105 ET 4.1 2560 8840 ADDED XSECTION AT LAKES OF COPPELL X1 105000 53 2630. 2850. 120.0 120.0 120.0 GR 460 1000 453.5 1160 4 1440 451 1870 453 2220 GR 447.5 2290 447.5 2350 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2e50 453.5 2890 GR 45J 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4650 441.5 4670 GR 445 4630 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7350 446.5 7740 448.5 8050 450 8120 GR 450 3570 449 8670 433 8680 420 8720 433 8750 GR 435.5 3790 443.5 8810 446 9840 448 2855 450.0 9875 GR 452.0 8895 454 9090 456.0 9105 ET 4.1 25i0 0640 AOOED XSECTION AT LAKES OF COPPELL X1 10550U 52 2630 2950 305 600 5)0 GR 460 1000 453.5 1160 450 1440 451 1970 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2990 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 44? 4150 445.5 4570 444 4620 441.5 4650 441.5 4670 GR 445 4630 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 1250 443 3340 GR 446 3330 447.5 3440 449 8470 453 8490 420 9520 GR 433 8550 435.5 3579 443.5 8610 448 9640 450.0 3670 GR 452.0 9690 454 9275 31JAN92 12:19:42 D4(,E 3 QT 2 37400 3740) ET 4.1 2580 9610 X1 100060 52 263u. 2950. 355.0 340.0 580.0 x3 0 0 0 0 0 8300 GR 460 1000 453.5 1160 450 1440 451 1670 453 2 220 GR 447.5 2290 447.5 2350 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 275u 444 2800 432 2650 433.5 29 GR 45U 2900 453 2970 451 3160 450 3920 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4690 444 4810 441 4820 441 4330 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 440.5 7360 446.5 7740 448.5 9250 443 9340 GR 446 3380 447.5 8440 449 9470 453 9480 420 9520 GR 433 3550 435.5 8590 443.5 8610 449 3640 448.5 '800 GR 446.5 9050 455 9660 NC 0.070 0.070 0.060 ET 4.1 6330 11930 X1 110580 40 9030 9340 1700 4300 4530 X3 0 0 0 4670 GR 449 3800 449.5 3850 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 449 5300 448 5940 449 6300 446.5 70)0 GR 447.5 7220 441.5 7260 447 7330 448.5 7560 446.5 7570 GR 446 7750 447.5 8100 , 446.5 8690 449.5 9030 447 9090 GR 441 9110 443 9150 429 9180 424 9220 437.5 9250 GR 445 9300 448 9340 448.5 9550 447 9830 446.5 10470 GR 444.5 10480 444.5 10630 447.5 10650 447.5 10870 445.5 10870 GR 443.5 11170 448 11460 442 11500 441.5 11900 449 11930 NC 0.075 0.075 0.000 .3 .5 ET 4.1 5450 10070 X1 110720 4 5 7237 7635 140 140 140 81 2 7237 459 455.5 7035 457.7 455.2 GR 449.3 2318 449.3 2776 447 3171 442.4 3562 445.5 3591 GR 447.5 3600 442.' 3643 449.5 4000 450.2 43J4 449 4735 GR 447.7 5114 446.6 5301 446.3 5552 444.5 5024 445.9 5 GR 449.8 6157 449.4 5642 458 7237 455.5 7237 447.8 7256 GR 44o.6 7311 442.3 7337 440.9 7375 435 7335 426.4 7437 GR 433.2 7474 439.2 7437 443.8 7535 446.7 7597 448.9 7635 GR 457.7 7035 451.7 3075 450.9 8531 449.3 3922 450.8 9217 GR 445.0 9904 443.1 9827 442.7 9895 437.8 9915 437.2 9032 GR 433.7 9945 441.7 9955 442.2 10000 444.9 10067 450 1)090 ET 4.1 5450 10070 X1 110750 3U 30 30 X2 1 ET 4.1 7190 11755 31JAN9c 12:19:42 PAGE 6 1M 33E X1 110790 67 90>'1 944 40 40 40 dT 2 9050 451.5 455.4 9448 458.5 455.4 GR 457 4000 .57 5130 454.4 5150 448.3 5155 446.9 5290 GR 446.7 5225 447.5 )244 447.6 5264 446.4 5.279 446.7 5295 GR 454.4 53u5 457 5325 45d 7180 454.7 72)0 445.e 7225 GR 445.4 7250 445.? 73 445 7350 444.4 74)0 444.8 7410 GR 442.2 7 422 441.6 7427 442 7433 444.5 7450 446 7495 GR 454.5 7516 458 7536 458 9600 458.5 9050 4)5.4 9050 GR 447.8 9069 446.6 9100 445.4 9124 442.3 9150 440.9 9188 GR 435 9198 45.4 9230 433.2 9287 439.2 9330 443.8 9350 GR 445.7 7400 440.9 9446 458.5 9448 457 99)0 458 10345 GR 454 10375 447.1 10395 446.1 10425 445.6 10475 444.9 13500 GR 445.o 10525 446.7 10575 447.3 10609 454.5 10619 458 10639 GR 457 11450 449 11480 443.1 11500 442.7 1154d 437.8 11558 GR 437.2 11545 438.7 11598 441.7 11608 442.2 11653 444.9 11720 GR 44d 11750 457 11770 ET 4.1 7190 11755 X1 110910 120 120 120 x2 1 ET 4.1 5300 10450 x1 110930 39 72u4 7430 20 20 20 eT 2 7204 456.5 454 7430 458.2 455.7 GR 449.6 2451 451 2850 451.4 3149 448.4 3392 447.9 3608 GR 449.8 4001 450.5 4400 449.9 4702 449.5 4949 448 5541 GR 440.7 5631 447.8 5705 449.2 6095 449.5 6448 456.5 72)4 GR 445.4 7234 442.3 7230 440.9 7268 435 7278 425.4 733') GR 433.2 7367 439.2 7380 443.8 7430 458.2 7430 458.1 76)5 GR 457.4 7614 450.5 8133 449.4 8695 448.7 9750 449.5 9811 GR 449 9827 450.5 9214 446.2 9730 444.9 9799 442.5 9922 GR 442.3 10061 449.4 10459 451 10807 452.1 112)4 ET 4.1 7130 119)0 X1 110160 40 9030 /340 50 50 50 GR 449 3250 449.5 3950 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 44d 5300 448 5940 449 6330 446.5 7000 GR 447.5 7220 441.5 7250 447 7330 448.5 7550 446.5 7570 GR 44o 7750 447.5 8100 44o.5 8680 449.5 9030 447 9030 GR 441 9110 443 9130 429 9180 424 9220 437.5 9250 GR 445 9330 441 9340 448.5 9550 447 9890 441.5 10470 GR 444.5 1.1430 444.5 10630 447.5 1)650 447.5 108)0 445.5 10871 GR 448.5 11170 449 11430 442 11500 441.5 119)0 449 11930 NC 0.080 0.085 0.0oU .1 .3 ET 4.1 69:0 111)0 x1 113000 45 8530 87,0 1250 1800 2020 GR 451 4400 451 4410 446 4480 452 4550 450 46 GR 4)1 5000 451 5220 449 5410 444 5470 447 5490 GR 450 5720 449 6030 449 6260 449 54)0 447.5 5650 GR 449 0760 445 7340 446.5 7630 445.5 7890 438.5 7900 GR 439 7950 447 7990 447.5 8020 446 92)0 450 9300 GR 440 9350 445 8400 446 8530 428.5 '570 421.5 3520 31JAN92 12:19:42 DOSE 7 GR 441 3670 4 »9 3700 449.5 8850 447.5 9020 448.5 9690 GR 448 2750 44).5 98)0 444.5 9810 444.5 9863 443 9870 GR 448.) 11000 444.5 11030 445 11060 448.5 11030 450.5 116)0 ET 4.1 5900 11130 MKT RAIL4040 x1 11309J 39 8383 3700 90 90 a0 8T 2 3330 455.5 452.3 9700 456 452.4 GR 451.i 4400 .5, 4430 452.5 4450 446.S 4460 446 4450 GR 452.5 4510 4,2 5020 452 5430 446 5440 444 5470 GR 446.5 5480 452 5490 452 6930 4i1 7410 452.5 7890 GR 436.5 7890 439 7960 453 7990 455.5 8330 452.3 3330 GR 446 3420 445.5 8540 428.5 8570 421.5 3620 421 5670 GR 452.4 • 8700 456 8700 453 9210 452.5 9740 444.5 9810 GR 444.5 9860 452.5 9870 451.5 10620 452.5 10820 452.5 11020 GR 444.5 11030 444 11060 452.5 11070 452.5 11600 ET 4.1 6910 11130 x1 113110 0 J 0 20 20 20 x2 1 31JAN92 12:19:42 PAGE 3 SECNU DEPTH CWSEL CRIWS wS_LK EG HY HL OLJSS L-6ANK ELEV u ULOB UCH UPOB ALOB ACH AROB VOL TWA q -TANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN tLMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDS!' *SECNO 99[60.000 3265 DIVIDED FLOW 3470 EPCRUACHMtNT STATIONS= .0 9500.0 TYPE= 1 TARGET= 959 99280.000 11.77 446.7" .00 .00 446.81 .03 .27 .U0 445.70 48600.0 21267.0 7096.3 20236.8 169/6.0 2554.4 21989.9 3596.1 706.7 443.00 .96 1.25 2.77 .92 .070 .050 .090 .000 428.00 584.57 .000376 750. 930. 750. 2 0 0 .00 893/.10 9600.30 *SECNO 100040.009 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 98/9.999 100040.000 19.76 447.06 .00 .00 447.09 .03 .29 .90 445.70 48600.0 21447.0 6165.3 20987.7 15212.5 2344.8 22425.4 4316.1 919.7 443.00 1.12 1.32 c.63 .94 .070 .060 .090 .000 428.30 1016.92 .000379 760. 760. 760. 1 0 0 .00 8502.70 9782.07 *SECNO 103060.003 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANUE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 EXISTING FEMA /COE CROSS SECTION 103060.000 18.45 449.45 .00 .30 449.55 .10 1.43 .02 449.60 52800.0 6872.7 9000.0 36927.3 4316.3 1929.3 20941.8 5783.8 1282.9 447.50 1.36 1.39 4.67 1.76 .070 .050 .090 .000 430.00 1143.01 .001713 1950. 3020. 1775. 2 0 0 .00 8749.41 10163.09 *SECNO 104880.000 3265 DIVIDED FLCW ADOEO XSECTION AT LAKES OF COPPELL 31JAN92. 12:19:42 PAGE 9 SECNO DEPTH CwStl CkIWS 4SELK EG HY HL OLOSS L-HANK ELEV U JL06 JCH 0808 ALOE ACM AROB VOL TWA 4 -3ANK ELEV TIME VLOB VCH Vk08 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO6L xLCh XL084 IT?IAL IOC ICONT CORAR TOPWID ENOST 104830.000 29.98 449.98 .00 .30 450.09 .11 1.54 .j0 455.50 52800.0 359.8 6396.3 46043.9 253.2 1536.9 18909.7 6238.5 1410.0 452.00 1.46 1.42 4.10 2.43 .07U .060 .078 .000 420.00 2254..9 .001716 1060. 1910. 715. 2 0 0 .30 5151.88 8909.29 *SECNO 105000.000 3265 DIVIDED FLOW ADOED XSECTION AT LAKES OF COPPELL 105000.000 30.18 450.18 .00 .00 450.29 .11 .20 .00 453.50 52800.0 401.8 6302.3 40095.9 290.1 1574.8 19435.8 6296.3 1424.8 452.00 1.47 1.38 4.00 2.37 .070 .060 .078 .000 420.30 1425.37 .0015o6 129. 120. 120. 0 0 0 .00 5603.39 9376.83 * SECNO 105500.003 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105500.000 31.00 451.00 .00 .00 451.07 .07 .78 .00 453.50 52800.0 690.1 6082.8 4o027.1 651.4 1731.0 24895.7 6623.9 1504.0 452.00 1.55 1.04 3.51 1.95 .070 .060 .090 .000 420.00 1359.78 .001148 305. 500. 603. 2 0 0 .00 6414.45 8680.03 *SECNO 100080.00) 3265 DIVIDED FLOd 3470 ENCROACHMENT STATIONS= .0 8300.0 TYPE= 1 TARGET= 8299.999 106080.000 31.39 451.39 .00 .90 451.43 .04 .36 .90 453.50 37400.0 828.8 529i.7 3178.5 942.9 1807.9 23099.2 6841.3 1554.6 452.00 1.02 .38 2.93 1.35 .070 .060 .090 .000 420.30 1323.79 .003778 355. 580. 340. 2 0 0 .30 6195.45 8300.00 * SECNO 110580.000 3260 CROSS SECTION 110580.00 ExTENOE0 3.53 FEET 31JAN92 12:19 :42 PAGE 10 SECNO DEPTH CWSEL CRIWS .S =LK EG HV Ml OLJSS L-1ANK ELEV 0 DLOB 0CH OP.OB 4L)8 ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB xNL XNCH XNR MTN ELMIN SSTA SLOPL XLOBL XICH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENJST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO s 2.25 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.0u0 29.53 451.53 .30 .90 452.54 .02 1.11 .00 449.50 37400.0 15062.6 6344.9 1)402.4 205'3.5 3888.0 16225.4 9495.4 2057.8 403.)0 2.07 . 7 6 1.63 .95 .070 .060 .070 .000 424.30 4500.00 .000154 1700. 4500. 4300. 3 0 0 .00 7330.00 11930.•J0 *SECNO 110720.000 3265 DIVIDc0 FLOW 3260 CROSS SECTION 110720.00 EXTENDED 3.25 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110720.000 26.15 452.55 .J0 .00 452.58 .03 .03 .01 458.00 37400.0 19790.6 9311.8 8297.6 19857.4 4423.4 7709.9 9612.1 2090.8 457.70 2.70 1.30 2.11 1.08 .075 .050 .075 .000 426.40 2319.00 .000293 143. 140. 140. 2 0 0 .00 6976.77 10083.00 *SECNO 110750.000 3265 DIVIDED FLOM 3260 CROSS SECTION 11075u.0U EXTENDED 3.25 FEET 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 25.10 452.50 .)0 .20 452.59 .03 .01 .JC 453.60 37400.0 11797.7 9302.8 1299.5 198'.7.7 4426.1 7723.8 9634.1 1095.6 457.70 2.11 1.00 2.10 1.07 .075 .060 .075 .000 426.40 2318.00 .000292 33. 30. 30. 0 0 0 .00 6977.77 10083.)0 * SECNO 110793.003 31JAN92 12:19 :42 PAGE 11 SECNU DEPTH CWSEL CRIWS 4SELK EG MV HL 0LUS5 L-dANK ELEV 0 :1LOB OCH GROB ALDO ACM *ROB VOL TWA P -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XL08L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .51 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRO= 458.50 MAX ELLC= 455.40 IN 35E 110790.000 2 6.10 452.50 .00 .00 452.69 .19 .J2 .08 453.50 37400.0 6991.0 14608.3 11E00.7 2892.7 4455.6 4161.1 9654.1 ..099.5 455.50 2.71 2.42 4.15 2.34 .075 .060 .075 .000 426.40 5154.07 .001143 47. 40. 40. 2 0 0 .00 1372.38 11760.00 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL 8RIDGE. NRD= 2 MIN ELTRO= 458.50 MAX ELLC= 455.40 110910.00) 26.24 452.64 .00 .00 452.33 .18 .13 .00 453.50 37400.0 7055.5 13515.5 11829.0 2956.9 4511.3 4237.0 9686.1 2103.3 45'..50 2.72 2.39 4.10 2.79 .075 .060 .075 .000 425.40 5154.32 .001048 120. 120. 120. 2 0 0 .00 1375.11 11767.31 *SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 ExTENOED 3.24 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.74 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 455.50 MAX ELLC= 455.70 110930.000 25.43 452.33 .00 .00 452.68 .04 .01 .1)4 .55.50 37400.0 12453.4 10044.2 14902.3 14230.8 3595.8 13076.2 9695.9 2105.4 453.20 2.73 .37 2.79 1.14 .075 .060 .075 .000 426.40 2451.00 .000359 20. 20. 20. 2 0 0 .00 7321.45 11204.00 31JAN42 12:19 :42 PAGE 12 T1 CJPPELL CITY WIDE STORM WATER MANAGEMENT STUDY T2 RtC0N STUDY *ELM FORK TRINITY RIVER* A)DEO XSECTIONS T3 ELM FORK FLOOOWAY MODEL /ENCROACHED PROFILE 01 ICHECK INO NINV IuIR STRT METRIC HVINS 0 WSEL f0 0 3 0.010)0 -1 445.69 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC IBW CHNIM ITRACE 15 -1 *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 0 600.0 TYPE= 1 TARGET= 9599.999 99280.000 19.27 447.27 .00 445.77 447.29 .03 .20 .00 445.70 43600.0 21403.5 6503.5 2)693.0 117)3.0 2653.3 24616.9 3698.7 635.4 443.00 1.11 1.14 2.45 .34 .070 .060 .090 .000 423.70 574.69 .U0.i /02 750. h3u. 'So. 2 0 0 .J0 8967.05 9500.50 * SECNO 100040.000 3265 DIVIuED FLOW 3470 ENCROACHMENT STATIONS= .0 7900.0 TYPE= 1 TARGET= 9899.999 100040.000 19.19 447.49 .90 447.96 447.51 .03 .22 .00 445.70 43■00.'j 21428.4 5750.5 21421.0 17522.7 2422.9 24805.6 4490.1 840.9 443.00 1.28 1.22 2.57 .36 .070 .060 .090 .000 423.30 1015.46 .0002v8 760. 760. 707. 2 0 0 .00 8350.14 9900.00 * SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .43 3470 ENCROACHMENT STATIONS= 28 -0.0 1 700.7 TYPE= 1 TARGET= 6860.000 EXISTING FEMA /COE CROSS SE,TION 103060.000 13.67 444.67 .00 443.45 448.79 .12 1.25 .03 447.00 52800.0 1C39.7 9798.1 41922.2 607.5 1972.8 21742.2 5975.9 1155.6 .47.50 1.50 1.79 4. • 1. 43 .070 .0,0 .090 .000 430.70 2440.00 .0018+5 1'51. J', .. 1775. 2 0 0 .J0 6o7J.95 )70).)0 31JAN92 12:19:42 PAGE 13 SECNO DEPTH CWSEL CRIWS WSELK EG Hy HL OLOSS L -SANK ELFV 4 GLOB JCN ORCB ALOE ACH AROD VOL TWA R-3ANK ELEV TIME VLO6 VCH VR08 XNL *NCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL08R ITPIAL IDC ICONT CORAR TOPWIO ENDST *SECNO 1u4880.JOJ 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2530.0 3840.0 TYPE= 1 TARGET= 6260.030 ADDED XSECTION AT LAKES JF COPPELL 104880.000 30.20 450.20 .00 442.98 450.30 .10 1.51 .00 453.50 52800.0 .0 6277.9 45522.1 .0 1577.5 19938.9 6399.1 1270.2 45c.J0 1.60 .00 3.98 2.33 .000 .060 .078 .000 420.00 2653.59 .001548 1060. 1e13. 715. 2 0 0 .00 5343.54 8340.00 *SECNO 105000.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2530.0 3840.0 TYPE= 1 TARGET= 6260.000 AODEG XSECTION AT LAKES OF COPPELL 105000.000 30.38 453.38 .00 453.18 450.48 .10 .18 .00 453.50 52800.0 .0 621c.6 46583.4 .0 1612.0 20404.4 6459.0 1285.1 452.00 1.01 .00 3.96 2. 7 8 .000 .060 .078 .000 .20.30 2652.27 .001437 120. 120. 12J. 2 0 0 .00 546,.47 8 °43.30 *SECNO 105500.OUJ 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2580.0 9640.0 TYPE= 1 TARGET= 6060.000 ADDED *SECTION AT LAKES OF COPPELL 105500.000 31.15 451.15 .00 451.00 451.22 .07 .73 .:0 453.50 52800.0 .0 6051.1 45743.9 .0 1760.1 25645.4 6795.5 1361.7 452.30 1.o9 .30 3.44 1.32 .000 .050 .090 .000 420.00 2646.78 .0010,1 301. 500. 5Uu. 2 0 0 .00 5722.33 854).)0 *SECNO 106080.300 3265 DIVIDED FLOW 31JAN92 12:19 :42 PAGE 14 SECNO DEPTH CWSEI CRIWS WSELK EG HV Hl OLOSS L-dANK EIEV Q JLO8 QCH )ROB AL)8 ACM AROB VOL Twa R-3ANK ELEV TIME VLOB VCH VROB XNL )(NCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENOST 3470 ENCROACHMENT STATIONS= .0 9300.0 TYPE= 1 TARGET= 8299.999 106080.000 31.52 451.52 .00 451.39 451.56 .04 .34 .00 .53.50 37400.0 d94.0 5175.5 31330.6 1043.5 1833.3 23756.8 7016.5 1409.7 452.00 1.76 .36 2.32 1.32 .070 .050 .090 .0)0 42J.j0 1318.71 .00071d 355. 580. 34). 1 0 0 .10 6247.80 8300.J0 * SECNO 110580.100 3i80 CR055 SECTION 110580.00 EXTENOEO 3.6) FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.20 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= -4600.000 110580.000 28.60 452.60 .10 452.53 452.61 .02 1.05 .00 449.50 37410.0 15729.3 6236.7 15382.0 2J81P.5 3908.7 16397.9 9721.6 1024.4 443.00 2.33 .76 1.51 .94 .070 .060 .070 .010 424.30 460J.'J0 .000149 1707. 4500. 4300. 3 0 0 .JU 7330.00 11 * SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENDEO 2.59 FEET 3302 WARNING: CONVEYANCE CHANGE OuTSIOE OF ACCEPTABLE RANGE, KRATIO = .44 3370 NORMAL BRIDGE. NRD= 2 MIN 4LTRO= 457.79 MAX ELLC= 455.50 3470 ENCROACHMcNT STATIONS= 5430.0 10070.0 TYPE= 1 TARGET= 4620.000 110720.000 25.19 452.59 .00 452.55 452.70 .10 .04 .04 453.00 37400.0 8417.8 15309.6 13672.6 5478.8 4440.4 7754.1 9816.1 1942.4 457.70 i.d5 1.54 3.45 1.76 .075 .060 .075 .000 426.40 5450.00 .0007d4 140. 140. 140. 2 0 0 .00 3841.24 10070.30 31JAN92 12:19:42 PAGE 15 SECNO DEPTH CWSEL CRIWS a5 LK EG HV HL OLOSS L-9ANK ELEV Q 3106 JCM 60208 ALDB ACM AROB VOL TWA R - BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPW10 ENOST * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 2.61 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 3470 ENCROACHMENT STATIONS= 3450.0 10070.0 TYPE= 1 TARGET= 4620.000 110750.000 20.22 452.62 .J0 454.56 452.72 .10 .02 .00 459.00 37400.0 3435.3 15276.2 13088.5 5505.4 4447.9 7793.5 9828.3 1945.0 457.70 2.85 1.53 3.43 1.76 .075 .060 .075 .000 425.40 5450.30 .00377o 3D. 30. 30. 1 0 0 .00 3344.09 10070.00 *SECNO 110790.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 PUN ELTRD= 459.50 MAX ELLC= 455.40 3470 ENCROACHMENT STATIONS= 7180.0 11755.0 TYPE= 1 TARGET= 4575.000 IH 35E 110790.000 26.20 452.60 .00 451.50 452.81 .21 .J4 .05 458.50 37400.G 3870.9 19250.9 12272.2 2226.9 4496.3 4210.4 9841.5 1947.4 453.50 2.256 2.64 4.28 2.91 .075 .060 .075 .030 426.40 7205.89 .001139 40. 40. 4). 2 0 0 .J0 1224.J9 11755.00 * SECNO 110910.000 3255 DIVIO:D FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 3470 ENCROACHMENT STATIONS= 7130.0 11755.0 TYPE= 1 TARGET= 4575.000 110910.000 26.35 452.75 .J0 452.64 452.25 .20 .14 .DC 453.50 37400.0 5913.4 19174.7 12311.9 2272.3 4554.4 4288.8 9871.9 1950.7 453.50 2.37 2.60 6.21 2.87 .075 .060 .075 .000 425.40 7205.47 .001132 120. 120. 120. 2 0 0 .J0 1225.3m 11755.00 31JAN92 12:19 :42 PAGE 15 SECNJ DEPTH CWScL CRIWS 4SELK EG MV ML OLOSS L-GANK ELEV U .LO8 JCH OPOB ALJ9 ACH *ROB VOL TWA R -iANK ELEV TIME VLOB VCH Vk08 XNL XNCH XNR MTN ELMIN SSTA SLOP. XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWIO ENOST • SECNO 110930.J00 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.0(., EXTENUED .73 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 455.50 MAX ELLC= 455.70 3470 ENCROACHMENT STATIONS= 5800.0 10450.0 TYPE= 1 TARGET= 4650.030 110930.000 26.48 452.38 .)0 452.93 452.99 .11 .02 .13 456.30 37400.0 3637.0 14039.3 17723.7 31Je.1 3606.2 11731.7 9878.6 19)1.9 451.20 2.87 1.17 3.89 1.68 .075 .060 .075 .030 426.40 5800.00 .00)693 20. 20. 20. 2 0 0 .00 372o.97 10450.00 31JAN92 12:19:42 PAGE 17 THIS RUN EXECUTED 31J4N92 12:19 :50 McC - 2 WATER SURFACE PROFILES Version 4.6.0; February 1901 NOTE- ASTERISK ( AT LEFT OF CROSS-SECTION NU4BER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK FL000NAT MOOEL/ SUMMARY PRINTOUT SECNO 1.1 CWSEL DIF4SP >STA STCML STENCL STENCR STCHR ENOST 99280.000 48603.00 446.77 .00 584.57 4035.00 .00 9600.00 4215.00 9600.00 99280.000 48600.00 447.27 .49 574.59 4035.00 .00 9600.00 4215.00 9607.00 10004U.030 4800 / 447.06 .00 1)15.92 4035.00 .00 9900.00 4215.00 9782.07 100040.000 48603.00 447.49 .42 1015.06 4035.00 .00 9700.00 4215.00 9903.00 * 103050.000 52100.00 446.45 .00 1149.01 3333.00 .00 .00 3533.00 10163.09 * 103050.000 32800.00 448.57 .22 2340.00 3333.00 2840.00 9700.00 3533.00 9700.•j0 104860.000 ;2800.00 449.91- ..0 2759.49 2030.00 .00 .U0 2950.00 590 104850.000 52300.00 450.20 .22 2553.59 2630.00 2580.00 8840.00 2650.00 8340.00 105000.000 52303.00 450.18 .00 1425.37 2630.00 .00 .00 2350.00 8375.83 105000.000 52300.70 453.31 .20 2652.27 2630.00 2580.00 8840.00 2350.00 8340.00 105500.000 52300.00 451.00 .00 1359.78 2630.00 .00 .00 2350.00 8680.33 105500.000 5.803.00 451.15 .15 2546.78 2530.00 2580.00 8640.00 2850.00 3540.00 106080.000 37403.00 451.39 .00 1329.79 2630.00 .00 8300.00 2350.30 8300.00 106030.000 37400.00 451.52 .13 1318.71 2630.00 .00 8300.00 2350.00 8300.00 * 110560.000 37403.00 452.53 .00 4800.00 9030.00 4600.00 11930.00 9340.00 11730.00 * 110530.000 37407.00 452.60 .07 4500.00 9030.00 4600.00 1193).00 9340.00 11 110720.000 37400.00 452.55 .00 2319.00 7237.00 .00 .00 7535.00 10380.00 * 110720.000 3740 452.59 .04 5450.00 7237.00 5450.00 10070.00 7535.30 10070.00 110750.000 3740).00 452.56 .00 2519.00 7237.70 .00 .)0 753 .)0 1030.20 110750.000 ,7403.00 452.62 .06 5.50.00 7237.00 5450.00 1007).00 70,5.00 1007).)0 * 110790.000 37403.00 452.50 .00 5154.67 9050.70 .00 .00 9.43.10 11760.30 1107YU.000 37400.00 452.00 .10 7,05.99 9050.00 7180.00 1175).J0 x.43.70 11753.0u 31JAN92 12:19 :42 PAGE 13 SECNO CNSEL DIF.SP SSTA STCHL STENCL STENCR STCHR ENOST 110910.000 37400.00 452.64 .00 5154.32 9050.00 .00 .00 9448.00 11760.31 110910.000 37400.00 452.75 .11 7205.47 9050.00 7180.00 11755.00 9443.00 11755.00 * 110930.000 37400.00 .52.33 .00 2451.00 7204.00 .00 .00 7430.00 11204.10 110930.000 37400.00 452.38 .05 5300.00 7204.00 5800.00 10450.00 7430.00 10450.)0 310AN92 12:19:42 PAGE 1 ELM FORK FL000dAY 400E17 SUMMARY PRINTOUT TAtLE 110 SECNO CWSEL OIFKw, EG TOPWIO 0108 OCH 0R08 PERENC STENCL STCHL STCHR STEvC 99280.000 445.77 .00 446.91 3939.10 21266.98 7096.27 20236.76 9800.30 .00 4035.30 4215.00 9600.00 99280.000 447.27 .49 447.29 8967.05 21403.49 6503.46 20693.05 9600.30 .00 4035.00 4215.00 9630.0' 100040.000 447.06 .00 447.09 8502.70 21446.95 6165.32 20987.73 9900.00 .00 4035.00 4215.00 9 900.00 100040.000 447.49 .4c 447.51 8960.14 21429.45 5750.53 21421.02 9900.00 .00 4035.70 4215.00 99)0.00 * 103060.000 443.45 .u0 443.55 5749.41 6372.66 9000.04 36927.30 .00 .00 3333.70 3533.70 .00 * 103080.000 443.67 .22 449.79 6579.95 1089.69 9748.12 41922.20 6360.00 2940.00 3333.00 3533.00 9700.03 104880.000 449.98 .00 450.09 5151.88 359.33 6396.26 46043.90 .30 .00 2o30.00 2950.00 .00 104800.000 45j.20 .22 450.30 5340.54 .00 6277.87 46522.13 6260.30 2580.30 2630.30 2850.00 3940.00 105000.000 450.18 .00 450.29 5500.39 401.76 6302.31 46095.93 .30 .00 2530.30 2350.90 .00 105000.000 450.38 .20 450.48 5469.97 .00 6216.63 46583.36 6260.00 2580.00 2630.70 2950.00 3840.00 105500.000 451.00 .00 451.07 6414.45 590.11 6082.78 46027.11 .J0 .30 2837.30 2557.00 .0) 105500.000 451.15 .15 451.22 5722.33 .00 6056.12 46743.88 6060.90 253).00 2630.70 2950.00 9640.00 106080.000 451.39 .00 451.43 6195.45 829.78 5292.75 31278.47 8300.00 .00 2630.00 2550.00 3310.00 106080.000 451.52 .13 451.56 6247.80 893.99 5175.46 31330.56 6300.00 .00 2630.70 2850.90 33)0.00 * 110580.000 452.53 .00 452.54 7330.90 15652.63 6344.93 15402.44 -4600.00 4600.00 9030.30 9340.00 11930.02 * 110580.000 452.60 .U7 452.61 7330.00 15729.34 6288.70 15381.96 - 4500.00 4600.00 9030.00 9340.00 11930.00 110720.000 452.55 .J0 452.58 6476.77 19790.60 9311.77 8297.63 .00 .00 7237.00 7635.00 .02 * 110720.000 452.59 .u4 452.70 3941.24 8417.82 15309.61 13672.57 4620.00 5450.00 7237.70 7635.00 10070.00 110750.000 452.56 .00 452.59 6977.77 19797.73 9302.81 8299.46 .00 .00 7237.30 7635.00 .0' 110750.000 452.62 . j6 452.72 3344.09 8435.29 15276.21 13683.50 4o20.)0 5453. 7237.00 7635.00 10070.03 * 110790.000 452.50 .10 45'.69 1372.98 6990.97 18608.34 11800.68 .00 .30 9050.30 9448.70 .03 110740.000 452.60 .1G 452.81 1224.09 5877.38 19256.94 12272.18 4575.00 7180.00 9050.00 9449.00 11755.00 110910.000 452.54 .00 452.03 1375.11 7355.47 18515.53 11829.90 .30 .90 9050.30 9443.00 .00 110910.000 452.75 .11 652.95 1225.38 5913.42 19174.70 12311.88 4575.30 718).00 9350.30 9443.70 11755.00 * 110930.000 452.83 .00 452.98 7321.45 12453.42 10044.24 14902.34 .30 .90 7204.00 7430.30 .00 110930.000 452.88 .35 451.99 3726.97 3637.01 14039.28 19725.71 4650.00 5800.00 7204.00 7430.00 10450.00 31JAN92 12:19:42 PAGE 20 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 93733.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 9 3730.300 PROFILE= 2 BRIDGE DECK OEFINITION ERROR CAUTION SECNO= 93760.000 PROFILE= 2 BRIDGE OECK DEFINITION ERROR WARNING SECNO= 93810.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.300 PROFILE= 2 CONVEYANCE CHANGE JUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110720.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 31JAN92 12:19:42 PAGE 21 FLOODWAY DATA, ELM FORK FL000WAY MODEL/ PROFILE NO. 2 FLOODwAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FL00DAAY FL000WAY 93670.000 5700. 15752. 5.1 445.7 445.1 .6 93730.0u0 580J. 14791. 3.3 445.8 445.2 .6 93760.000 5800. 15313. 3.2 446.0 445.4 .6 93810.000 5750. 21069. 2.3 446.0 445.5 .5 97570.000 9931. 56913. .9 446.9 446.3 .6 98450.000 9983. 49159. 1.0 447.1 446.5 .6 992d0.0Ju 9025. 45973. 1.1 447.3 446.8 .5 100040.000 8885. 44751. 1.1 447.5 447.1 .4 103060.000 6360. 24322. 2.2 448.6 448.4 .2 104880.000 6186. 21516. 2.5 450.2 450.0 .2 105000.000 6188. 22016. 2.4 450.4 450.2 .2 105500.000 5993. 27405. 1.7 451.1 451.0 .1 106080.000 6981. 26634. 1.4 451.5 451.4 .1 110580.000 7330. 41125. .9 452.6 452.5 .1 11U720.000 4620. 17673. 2.1 452.6 452.6 .0 110750.000 4620. 17747. 2.1 452.7 452.6 .1 110790.000 4549. 10934. 3.4 452.6 452.5 .1 110910.000 4550. 11115. 3.4 452.7 452.6 .1 110930.0J0 4057. 13444. 2.3 452.8 452.8 .0 110980.000 4800. 32836. 1.1 453.0 452.9 .1 113000.000 4200. 23898. 1.3 453.4 453.1 .3 113090.000 4200. 10422. 3.6 453.2 453.0 .2 113110.000 4200. 10612. 3.5 453.4 453.1 .3 ELM FORK IIC_ PROPOSED RECLAMATION • 31JAN92 11:03:34 PAGE 1 THIS RUN ExECUTEO 31JAN92 11:03:34 MEC-2 WATER SURFACE PROFILES Version 4.6.0; February 1941 T1 COPPELL ST)RM WATER MANAGEMENT STUDY *RECLAMATION FOR VILLAGES OF LOPPELL T2 RELON STUDY *ELM FORK TRINITY RIVER* A)OED XSECTIONS T3 ELM FORK FL00DWAY MODEL /NATURAL PROFILE FILE:DATELM3.FW J1 ICHECK INQ NINV ID1R STRT METRIC MVINS Q WSEL FQ -1 2 0.000)0 445.13 J2 NPROF IPLOT PRFVS XSECV xSECH FN ALLOC I8w CMNIM [TRACE 1 - 1 J3 VARIAbLE CODES FOR SUMMARY PRINTOUT 38 43 1 50 53 21 27 28 22 54 110 200 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS - 10. 13. 90230. 190040. 10306). 104980. 105000. 105500. 106080. 1105d0. 110720 110750 11079). 110910. 11093). QT 2 43600 48600 NC .07 .1 .0e 0.1 0.3 ET 4.1 2950 8650 X1 93670 42 8200 8477. 50 50 5J. GR 445 1000 445 1030 446 1180 446 1240 441 1537. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3307. GR 443 3720 446.5 3810 449.5 4200 470.0 4300 470.0 5750. GR 442.5 5760 445 5970 444 6280 442 6470 444 6560. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 43o.6 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 9225 437.5 3274 434 8275 434.3 9390 437.2 8391. GR 437.5 1420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 1)140 445 10220 NC .3 .5 ET 4.1 30)0 98)0 SANDY LAKE ROAD • X1 93730 40. 8490 8800 60 60 60. 8T 2 8490 443.5 439.6 9890 448.5 444.6 GR 45J 1000 447 1420 447 1620 443 2020 442 2490 GR 441.5 3620 442 3820 450 4420 451 420 447 5220. GR 447 5420 ..43.5 5820 445.5 6120 445 6)30 442 )8 GR 445 72 445.5 7860 441 7920 439.5 2010 437.5 9030 31JAN92 11:03:34 RAGE 2 GR 431 30,0 435.5 5090 441.5 8110 4.4 :120 443.5 9170 GR 443 3370 443.5 9490 439.6 9490 436 )600 418 3650 GR 42U 3670 414.5 3700 444.6 8800 448.5 38v0 446 3970 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 ET 4.1 30)0 3830 X1 93760 30 30 3U X2 1 NC .07 .07 .06 ET 4.1 29)0 8650 X1 93810 49 8200 3450 50 50 50 GR 445 1000 445 1030 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.3 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 44. 7100 445 7320 439.5 7580 437.5 7610 431 7630 GR 430.5 7670 441.5 7690 440.5 7830 441 7940 439.5 3200 GR 413 8230 420 8260 414.5 8280 437.5 8330 439 8400 GR 439 8450 443.5 8590 444.5 9620 443.5 10000 442 10140 GR 443 10540 444 10650 444 10800 445 10930 NC .07 .09 .05 .1 .3 ET 4.1 3100 10700 X1 97570 56 5490 5030 2100 1700 3760 X3 10700 470 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2150 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5450 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5680 440 5920 442 60)0 442 6630 GR 440 6750 434 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 7500 442 4000 442 8150 GR 440 3160 44J 8175 433.2 8200 433.2 3255 440 8270 GR 442 9350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9635 454 9700 440 3710 4.4 9760 GR 4.6 10005 446.5 10275 446 10560 446 11000 446 12190 GR 45J 12170 ET 4.1 1950 1)111 X1 98450 49 14)35 14215 800 700 880 x3 19600 470 X4 1 441.5 979) GR 451 9000 444 9630 441.5 11190 439.7 11230 439.7 11930 GR 442 11840 .440.5 12500 441.2 12925 442.5 13090 443 13180 GR 443 13700 444.5 13850 444.9 14000 445.7 14035 426.9 14090 GR 426 14180 443 14215 442.9 14290 444.5 1430 442.9 15415 GR 445.4 15500 442.1 15610 444.5 15685 443 1to40 442.5 15700 GR 442.5 15800 441.4 17000 440.2 17115 439.8 175)0 440 17600 GR 441.6 17800 442 182)0 443.6 18800 443.5 18900 446.5 19090 GR 446.5 19100 447.5 19135 447.3 19235 428.3 19265 428.5 19305 GR 446 19325 447.5 19900 446 20400 446.9 20900 446.5 21000 GR 448 21100 455 212)0 457.5 21300 459.2 21420 31JAN92 11:03:34 °AGE 3 ET 4.1 24)0 9497 X1 99280 49 4035 4215 750 750 83U X3 9600 470 X4 1 441.5 090 GR 4)1 500 444 1030 441.5 1190 439.7 12)0 439.7 1830 GR 442 1640 443.5 25)0 441.2 2925 442.5 3030 443 3130 GR 443 3700 444.5 3830 444.9 4000 445.7 4035 428.9 4090 GR 428 4190 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 70)0 440.2 7115 439.8 7530 440 7600 GR 441.o 7800 442 8200 443.6 8800 443.5 89)0 446.5 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 98)0 447 10400 446.9 10900 447 110)0 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2300 9750 X1 100040 49 4035 4215 760 760 760 X3 9900 470 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2570 441.2 2925 442.5 3030 443 3190 GR 443 3700 444.5 3830 444.9 4000 445.7 4035 430.9 4090 GR 43U 4180 443 4215 442.9 4290 444.5 430 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 5800 441.4 7030 440.2 7115 439.8 7500 440 76)0 GR 441.6 7800 442 8200 443.6 8800 443.5 3900 446.5 92 GR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2840 97)0 QT 2 52800 52800 EXISTING FEMA /COE CROSS SECTION X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. GR 444.8 1630. 444.9 1038. 446.0 1646. 445.7 2153. 445.8 2245. GR 446.6 2479. 447.5 2599. 447.9 2675. 448.0 2745. 445.2 2846. GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449.2 3306. GR 449.6 3333. 431.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3564. 446.9 3505. GR 448.4 3656. 442.5 3703. 447.6 3951. 446.6 4531. 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 4970. 445.5 4580. 446.4 4962. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. GR 443.8 5549. 442.3 556). 442.3 5570. 443.8 5580. 444.0 5391. GR 443.d 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. GR 443.3 6727. 443.5 6825. 443.0 6846. 444.2 7014. 444.2 7402. GR 444.2 7408. 444.o 7823. 445.2 7947. 444.7 7)92. 444.3 801 GR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 3564. GR 447.4 8770. 447.4 8319. 437.9 8848. 438.1 8367. 446.9 8900. GR 447.8 8964. 447.5 9089. 445.0 9182. 446.4 9223. 447.1 9285. GR 447.8 9315. 439.8 9326. 433.2 9367. 439.7 9393. 440.9 9439. GR 444.9 9460. 447.6 9490. 447.4 9548. 447.3 9o55. 446.6 9 GR 447.5 10)34. 445.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. GR 457.1 10540. 31JAN92 11:03:34 °AGE 4 NH 5 0.07 2630. 0.05 2850. 0.09 8670. 0.050 8845. . NH 9150 ET 4.1 2540 8840 ADULO XSECTION AT LAKES OF COPPELI X1 104860 53 2030. 2850. 1060.0 715.0 1810.0 GR 400 1000 453.5 1160 450 1440 451 1o7U 453 2220 GR 447.5 2290 447.5 2350 453.5 2440 453.5 2630 4!9.5 2730 GR 432.5 2740 430 27oC 444 2800 452 2650 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4690 444 4810 441 4820 441 4530 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7300 446.5 7740 448.5 8250 450 8320 GR 450 8570 449.0 8670 433 8680 420 8720 433 8750 GR 435.5 8790 443.5 8810 446 8840 447 8845 451.0 8851 GR 451.0 8853 452.0 8856 454 3865 456 9150 NH 5 0.07 2030 0.06 2850 0.09 8670 0.060 8847 .075 NH 9105 ET 4.1 2530 8840 ADDED XSECTION AT LAKES OF COPPELL X1 105000 54 2630. 2350. 120.0 120.0 120.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4030 441.5 4670 GR 445 4680 444 4410 441 4820 441 4930 444 4840 GR 446 5450 447 607J 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7350 446.5 7740 448.5 3050 450 3120 GR 450 8570 449 3670 433 8680 420 9720 433 3750 GR 435.5 3790 443.5 8810 446 8840 447 8847 451.0 8853 GR 451.6 8855 452.0 3858 454 8867 456.0 0175 ET 4.1 2580 9640 A00E0 XSECTION AT LAKES OF COPPEIL X1 105500 52 2530 2850 305 600 500 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2350 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2750 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 44? 4150 445.5 45 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 445.5 7350 446.5 7740 448.5 9250 443 8340 GR 446 3380 447.5 8440 449 8470 433 8490 420 8520 GR 433 3550 435.5 65 443.5 8610 448 9640 449.0 8643 GR 452.0 8652 454 9275 31JAN92 11:03:34 PAGE 5 QT 2 37400 3746) ET 4.1 2590 8630 X1 106080 52 2o30. 2850. 355.0 340.0 580.0 X3 0 0 0 0 0 8300 GR 4oU 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 43) 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 44o 5450 447 607C 446.5 6610 446.5 7020 447 7140 GR 445 7210 445.5 7350 446.5 7740 448.5 8250 443 3340 GR 446 9380 447.5 8440 409 8470 433 3490 420 9520 GR 433 8550 435.5 8590 443.5 8610 449 9640 448.5 9900 GR 446.5 9050 455 966) NC 0.070 0.070 0.1.1e0 ET 4.1 6330 11930 X1 110580 40 9030 9340 1700 4300 4500 x3 0 0 0 4600 GR 449 3800 449.5 3850 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 443 5300 448 5940 449 6330 446.5 7000 GR 447.5 7220 441.5 7260 447 7330 448.5 7560 446.5 7570 GR 446 7750 447.5 8130 446.5 8680 449.5 9030 447 9090 GR 441 9110 443 9150 429 9190 424 9220 437.5 9250 GR 445 9300 448 9340 448.5 9550 447 9800 446.5 10470 GR 444.5 10480 444.5 10630 447.5 10650 447.5 10800 445.5 10970 GR 44/.5 11170 449 11430 442 11500 441.5 11900 449 11930 NC 0.075 0.075 0.060 .3 .5 ET 4.1 5450 10070 x1 110720 45 7237 7635 140 140 140 87 2 7237 459 455.5 7635 457.7 455.2 GR 449.3 2318 449.5 2796 447 3171 442.4 3562 445.5 3591 GR 447.5 3600 442.9 3643 449.5 4000 450.2 4304 449 4735 GR 447.7 5114 446.5 5351 446.3 5552 444.5 5624 445.9 5700 GR 449.8 6157 449.9 6642 458 7237 455.5 7237 447.8 7256 GR 446.6 7311 442.3 7337 440.9 7375 435 7395 426.4 7437 GR 433.2 7474 439.2 7497 443.8 7535 446.7 7537 448.9 7635 GR 457.7 7635 451.7 8075 450.9 8531 449.3 3922 450.8 9217 GR 445.6 9804 443.1 9827 442.7 9895 437.8 9915 437.2 9932 GR 433.7 9945 441.7 9955 442.2 10000 444.9 10057 450 10090 ET 4.1 5450 10070 X1 110750 30 30 30 X2 1 ET 4.1 7180 11755 31J*N92 11:03:34 PAGE 6 IH 35E X1 110790 67 9050 9448 40 40 40 8T 2 9050 458.5 455.4 9448 458.5 455.4 GR 457 4000 457 5130 454.4 5150 448.3 5165 446.9 5200 GR 446.7 5225 447.o 5244 447.6 5264 446.4 5278 4.6.7 5255 GR 454.4 5305 457 5325 458 7150 454.7 7200 445.8 7225 GR 445.4 7250 445.2 73)0 445 7350 444.4 7400 444.8 7410 GR 442.2 7422 441.6 7427 442 7433 444.5 7450 446 7495 GR 454.5 7516 45h 7536 458 8600 458.5 9050 455.4 9050 GR 447.8 9069 446.6 9100 445.4 9124 442.3 9150 440.9 9138 GR 435 9198 425.4 9250 433.2 9287 439.2 93)0 403.8 9350 GR 446.7 9400 448.9 9448 458.5 9448 457 9910 458 10345 GR 454 10375 447.1 10395 446.1 10425 445.6 10475 444.9 10500 GR 445.6 10525 445.7 10575 447.3 10609 454.5 10619 458 10639 GR 457 11450 448 11430 443.1 11500 442.7 11548 437.8 11558 GR 437.2 11595 438.7 11579 441.7 11608 442.2 11653 444.9 11720 GR 448 11750 457 11770 ET 4.1 7180 11755 X1 110910 120 1 120 x2 1 ET 4.1 5830 10450 x1 110930 39 7204 7430 20 20 20 8T 2 7204 456.5 454 7430 459.2 455.7 GR 449.6 2451 451 2850 451.4 3149 448.4 3392 447.9 3608 GR 449.8 4001 450.5 4400 449.9 4702 449.5 4949 448 5541 GR 446.7 5631 447.8 5705 449.2 6095 449.5 6448 456.5 7 "04 GR 445.4 7204 442.3 7230 440.9 7268 435 7278 426.4 7330 GR 433.2 7367 439.2 739 443.8 7430 458.2 7430 458.1 7605 GR 457.4 '614 450.5 3138 449.4 8695 448.7 3750 449.5 8811 GR 449 8827 450.5 9214 446.2 9730 444.9 9789 442.5 9922 GR 442.3 10061 44.4 10459 451 10807 452.1 11234 ET 4.1 7100 11900 x1 110980 40 9030 9340 50 50 50 GR 449 3250 449.5 3850 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 443 5330 448 5940 449 6300 446.5 7000 GR 447.5 7220 441.5 7260 447 7330 448.5 7560 445.5 7570 GR 446 7750 447.5 8130 446.5 8680 449.5 9030 447 9030 GR 441 9110 ..43 9150 429 9180 424 9220 437.5 9250 GR 445 9300 443 934J 448.5 9550 447 98)C 446.5 10470 GR 444.5 10480 444.5 10630 447.5 10650 447.5 10800 445.5 10870 GR 448.5 11170 449 11430 442 11500 441.5 119)0 449 11930 NC 0.080 0.085 0.060 .1 .3 ET 4.1 6900 11100 X1 113000 45 8530 8700 1250 1800 2020 GR 451 4400 451 4410 446 4480 452 4550 450 4690 GR 451 5000 451 522C 449 5410 444 5470 447 5490 GR 450 5720 448 6000 449 6260 449 5400 447.5 6650 GR 449 6760 445 7340 446.5 7630 445.5 7890 438.5 7900 GR 43? 7960 447 7990 447.5 8020 446 3200 450 9300 GR 44o 8350 445 8400 446 8530 428.5 8570 421.5 8620 31JAN92 11 :03:34 PAGE 7 GR 421 8670 449 3710 449.5 8850 447.5 9020 448.5 9630 GR 44o 9760 445.5 9890 444.5 9810 444.5 9 550 448 9370 GR 448.5 11000 444.5 11030 445 11060 448.5 11080 450.5 116)0 ET 4.1 5990 11100 MKT RAILROAD X1 113090 39 8550 5700 90 90 90 8T 2 8330 455.5 452.9 8700 456 452.4 GR 451.5 4400 452 4430 452.5 4450 446.5 4450 446 4490 GR 452.5 4510 452 5020 452 5430 446 5440 444 5470 GR 446.5 5480 .52 5490 452 6930 451 7430 452.5 7990 GR 438.5 7890 439 7960 453 7990 455.5 8380 452.8 9330 GR 446 3420 445.5 3540 428.5 8570 421.5 3620 421 8670 GR 452.4 8700 456 97)0 453 9210 452.5 9790 444.5 7810 GR 444.5 9860 452.5 9870 451.5 10620 452.5 10820 452.5 11020 GR 444.5 11030 444 11060 452.5 11070 452.5 116)0 ET 4.1 5900 111)0 X1 113110 0 0 U 20 20 20 X2 1 31JAN91 11:03:34 PAGE 9 SECNO DEPTH Cw,FL CRIWS wS`LK EG HV Hl OLOSS L -!ANK ELEV 0 ULOB OCH UR08 AL99 ACM ARO8 VOL TWA R -SANK ELEV TIME VLOB VCH VROB XNL xNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENOST *SECNO 99280.0J0 3265 DIVIDED FLOW 3470 ENCROACHMcNT STATIONS= .0 /600.0 TYPE= 1 TARGET= 9599.999 99280.000 18.77 446.77 .00 .00 446.81 .03 .27 .00 445.70 48600.0 21267.0 7096.3 20236.8 119'6.0 2564.4 21989.9 3596.1 766.7 443.30 .96 1.25 2.77 .92 .070 .060 .090 .000 428.00 584.57 .00037o 750. 830. 750. 2 0 0 .J0 8939.10 9600.00 * SECNO 100040.000 3265 OIVIDEO FLOW 3470 ENCROACHMENT STATIONS= .0 7730.0 TYPE= 1 TARGET= 9899.979 100040.000 18.76 447.0o .00 .00 +47.09 .03 .29 .00 445.70 48600.0 21447.0 6165.3 20987.7 15212.5 2344.8 22425.4 4316.1 919.7 443.30 1.12 1.32 2.63 .94 .070 .060 .090 .000 428.30 1016.92 .000379 760. 760. 760. 1 0 0 .00 8602.70 9782.07 * SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .51 EXISTING FEMA /COE CROSS SECTION 103060.000 19.45 448.45 .00 .30 443.55 .10 1.43 .02 449.0 52800.0 6872.7 9000.0 36927.3 4316.3 1929.3 20941.8 5783.8 1232.9 447.50 1.36 1.59 4.07 1.76 .070 .060 .090 .000 430.00 1149.01 .001713 1850. 3020. 1775. 2 0 0 .00 8748.41 10163.09 * SECNO 104580.000 3265 DIVIDED FLOW .DOEC XSECTION AT LAKES OF COPPELL 31JAN92 11:03:34 PAGE SECNO DEPTH CNSLL CRIWS w5=LK Et, HV HL OLJSS 1-3ANK ELEV 0 JL06 ]CH UR08 ALO8 ACH AROB VOL TWA q-3ANK ELEV TIME VL08 VCH VRO8 xNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH xL08R ITRIAL IDC ICONT CORAR TOPWID ENOST 104880.000 29.48 449.98 .00 .00 450.09 .11 1.54 .01 455.50 52800.0 360.3 6401.5 45658.2 253.3 1537.0 18849.0 6238.0 14,39.5 452.00 1.46 1.42 4.16 2.44 .070 .060 .078 .000 420.00 2253.48 .001718 1060. 1817. 715. 2 0 0 .00 5092.22 8349.47 * SECNO 105000.300 3265 DIVIDED FLO. ADDEO XSECTION AT LAKES OF COPPELL 105000.000 30.18 450.18 .00 .00 450.29 .11 .20 .00 453.50 52800.0 402.3 6307.7 460 290.3 1575.0 19402.4 6295.7 1424.2 452.00 1.47 1.39 4.00 2.38 .070 .060 .078 .030 420.00 1425.30 .001569 120. 120. 120. 0 0 0 .J0 5576.47 8851.78 * SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105500.000 31.00 451.00 .00 .00 451.07 .07 .78 .00 453.50 52800.0 691.8 6086.1 46022.1 652.9 1731.4 24856.4 6622.8 1503.1 452.00 1.55 1 3.52 1.95 .070 .050 .090 .000 420.00 1359.60 .001149 305. 50J. 600. 2 0 0 .00 6384.37 8649.31 * SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9300.0 TYPE= 1 TARGET= 8299.999 106080.000 31.39 451.34 .00 .00 451.44 .04 .36 .00 453.50 37400.0 829.9 5290.6 31279.5 944.6 1808.3 23111.0 6840.1 1553.5 452.00 1.62 .88 2.93 1.35 .070 .060 .090 .000 420.00 1323.61 .000777 355. 580. 340. 2 0 0 .00 6196.39 9300.00 * SECNO 110580.000 3280 CROSS SECTION 110530.30 EXTENDED 1.54 FEET 31JAN92 11:03:34 PAGE 13 SECNO OEPTH CwiEL LKIWS wSELK EG HV HL OLOSS l -9ANK ELEV Q )LOB JCH 9k08 ALOB ACH AROB VOL TWA R -jANK ELEV TIME VLOB VCH VkOB XNL )(NCH XNR WIN ELMIN SSTA SIOPt XLOBL XLCH XLOBR ITRIAL LOC ICONT CORAR TOPwIO ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.25 3470 ENCROACHMCNT STATIONS. 4600.0 11930.0 TYPE= 1 TARGET= -4600.0u0 110580.0u0 23.53 452.53 .30 .90 452.55 .02 1.11 .00 449.50 37400.0 15654.0 6343.9 154)2.1 20528.8 3888.4 16228.5 9495.1 266.8 448.J0 2.o7 .76 1.53 .95 .070 .060 .070 .0)0 424.00 4600.J0 .0001,4 1703. 4500. 4300. 3 0 0 .J0 7330.00 11930.00 *SECNO 110720.300 3265 DIVIDED FLOW 3260 CROSS SECTION 110720.00 EXTENDED 3.25 FEET 3370 NUkMAL BRIDGE. NRO= c MIN ELTRD= 457.70 MAX ELLC= 455.50 110720.000 26.15 452.55 .00 .00 452.58 .03 .03 .01 458.00 37400.0 19791.9 9310.1 3298.0 19852.9 4423.9 7712.5 9611.8 2039.8 457.70 2.70 1.90 2.10 1.08 .075 .050 .075 .000 420.40 2318.00 .000293 143. 140. 140. 2 0 0 .00 6976.95 10080.30 *SECNO 110750.000 3205 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENOEO 3.2 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRC= 457.70 MAX ELLC= 455.50 110750.000 26.16 452.56 .06 .00 452.59 .03 .01 .00 453.00 37400.0 19799.0 9301.2 8299.8 19373.2 4426.5 7726.3 9633.9 2094.6 457.70 2.71 1.00 2.10 1.07 .075 .060 .075 .000 426.40 2318.00 .000292 30. 30. 3). 0 0 0 .00 6977.96 10080.00 *SECNO 110790.300 31JAN92 11:03:34 PAGE 11 StCNO DEPTH CWSEL CRIWS RS`LK EG HV HL OLOSS L-IANK ELEV 0 3L06 UCH 3R08 AL09 ACH AROB VOL TWA R -SANK ELEV TIME VLOB VCH VR08 XNL )(NCH XNR WTN tLMIN SSTA SLOPE XL08L XLCH XioeR ITTIAL IOC ICONT CORA4 TCPWID ENOST 3265 DIVIOED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIOE OF ACCEPTABLE RANGE. KRATIO = .51 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 453.50 MAX ELLC= 455.40 YH 35E 110790.000 26.10 452.50 .00 .00 452.69 .19 .02 .09 458.50 37400.0 6991.5 18607.6 11800.9 2873.2 4456.1 4161.7 9653.9 2098.4 453.50 2.71 2.42 4.18 2.34 .075 .050 .075 .030 425.40 5154.57 .001143 40. 40. 40. 2 0 0 .00 1372.90 11750.00 ASECNO 110910.003 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 110910.000 26.24 452.64 .00 .00 452.33 .18 .13 .00 453.50 37400.0 7056.0 18514.8 11829.2 2957.5 4511.6 4237.6 9685.9 2102.2 453.50 2.72 2.39 4.10 2.79 .075 .050 .075 .000 426.40 5154.32 .001087 120. 120. 120. 2 0 0 .00 1375.13 11763.32 *SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 EXTENDED 3.24 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.74 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 455.50 MAX ELLC= 455.70 110930.000 26..4 452.84 .00 .00 +52.38 .04 .01 .04 455.50 37400.0 12455.5 10041.9 14 14255.4 359o.0 13079.7 9695.6 2104.3 453.20 2.73 .87 2.79 1.14 .075 .060 .075 .000 426.40 2451.30 .000358 20. 20. 20. 2 0 0 .00 7821.65 11204.00 31JAN92 11:03:34 PAGE 12 Ti COPPELL STORM wATt‘. MANAGEMENT STUDY *RECLAMATION FOF VILLAGES OF COPPELL T2 RECON STUDY *ELM FORK TRINITY RIVER* ADDED XSECTIONS T3 ELM FORK FLOOD.IAY MODEL /ENCROACHED PROFILE 01 ICHECK IN0 NINV IUIR STRT METRIC HVINS 0 WSEL FO U 3 0.0 -1 445.59 J2 NPROF IPLOT PRFVS XSECV KSECH FN ALLOC IBM CHNIM ITRACE 15 -1 * SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9579.9)9 99280.000 19.27 447.27 .00 445.77 447.29 .03 .20 .00 445.70 48600.0 21403.5 6503.5 20693.0 19793.0 2653.3 24616.9 3698.7 635.4 445.00 1.11 1.14 2.45 .84 .070 .060 .090 .000 423.J0 574.69 .000282 750. 930. 75J. 2 0 0 .00 8967.05 9000.00 * SECNO 100040.003 3265 DIVIDED FLO4 3470 ENCROACHMENT STATIONS= .0 7900.9 TYPE= 1 TARGET= 9899.999 100040.000 19.19 447.49 .00 447.06 447.51 .03 .22 .00 445.70 48600.0 21428.4 5750.5 21421.0 17522.7 2422.9 24805.6 4490.1 840.9 443.30 1.28 1.22 2.37 .36 .070 .000 .090 .00U 423.30 1015.06 .000226 760. 760. 760. 2 0 0 .00 8460.14 9900.50 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTAbLE RANGE, KRATIO = .43 3470 ENCROACHMENT STATIONS= 2840.0 97.0.0 TYPE= 1 TARGET= 6860.000 cXISTING FEMA /COE CROSS SECTION 103060.000 18.67 448.67 .00 449.45 449.79 .12 1.25 . 449.50 52800.0 1089.7 9788.1 41922.2 637.5 1972.8 21742.2 5975.9 1165.6 447.50 1.5U 1.79 4.96 1.93 .070 .060 .090 .000 435.00 2340.00 .001895 1350. 3020. 1775. 2 0 0 .00 6070.95 9700.00 31JAN92 11:03:34 0.113E 13 SECNO DEPTH CWSEL CRLwS 4SELK EG HV HL OLOS5 1 -4ANK ELEV Q QLOB OCH QF08 4L08 ACH AROB VOL TWA R -SANK ELEV TIME VLOB VCH VROH xNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH AL009 ITUTAL I01 ICONT CORAR TOPWID ENOST * SECNO 104880.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 25d0.0 8840.0 TYPE= 1 TARGET= 6250.000 A00ED XSECTION AT LAKES OF COPPELL 104880.000 30.20 450.20 .00 449.98 450.30 .10 1.51 .00 453.50 52800.0 .0 6277.9 46522.1 .0 1577.5 19938.9 6399.1 1270.2 452.00 1.60 .J0 3.98 2.33 .000 .050 .078 .000 420.00 2553.59 .001548 1060. 1310. 715. 2 0 0 .00 5349.54 8840.00 * SECNO 105000.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2550.0 9840.0 TYPE= 1 TARGET= 6260.000 ADDED XSECTION AT LAKES OF COPPELL 105000.000 30.38 450.38 .00 45i.18 450.48 .10 .18 .00 453.50 52800.0 .0 6216.6 46583.4 .0 1612.0 20404.4 6459.0 1235.1 452.00 1.61 .D0 3.86 2.28 .090 .060 .078 .000 420.00 2652.27 .001437 120. 120. 120. 2 0 0 .J0 5469.97 8340.00 * SECNO 105500.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2580.0 8540.0 TYPE= 1 TARGET= 6060.000 ADDED XSECTION AT LAKES OF COPPELL 105500.000 31.15 451.15 .00 451.10 451.22 .07 .73 .00 453.50 52800.0 .0 5056.1 46743.9 .0 1760.1 25645.4 6795.5 1351.7 452.90 1.69 .00 3.44 1.82 .090 .050 .090 .000 420.10 2846.76 .001091 305. 500. 600. 7 0 0 .00 5722.33 8540.00 * SECNO 106050.000 3265 DIVIDcG FLOW 31JAN92 11:03:34 PAGE 14 SIGNO DEPTH CWSEL CPIwS 4ScLK EG MV HL OLOSS L - BANK ELEV u JLOB UCH JR08 AL08 ACM AROB VOL TWA R -SANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPc XLOBL XLCH XLOBR IT2IAL IOC ICONT CORAR TOPWID ENOST 3470 ENCROACHMENT STATIONS= .0 ?300.0 TYPE= 1 TARGET= 8299.999 106080.000 31.52 451.52 .00 451.39 451.56 .04 .34 .00 453.50 37400.0 874.0 5175.5 31330.6 1043.5 1833.3 23756.8 7016.5 1409.7 452.00 1.76 .36 2.32 1.32 .070 .000 .090 .000 420.00 1318.71 .00071d 355. 5E0. 540. 2 0 0 .)0 6247.40 8300.30 *SECNO 110580.000 3280 CROSS SECTION 110583.00 EXTENDED 3.60 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.20 3470 ENCROACHMENT STATIONS= 46u0.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 23.50 45c.60 .J0 452.53 452.61 .02 1.05 .00 447.50 37400.0 15729.3 625E.7 15382.0 20818.5 3908.7 16397.9 9721.6 1924.4 443.00 2.83 .76 1.61 .74 .0 .060 .070 .000 424.00 4500.00 .000149 1700. 4500. 4300. 3 0 0 .00 7330.00 11930.00 *SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.30 EXTENDED 2.59 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .44 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 3470 ENCROACHMENT STATIONS= 5450.0 10070.0 TYPE= 1 TARGET= 4620.000 110720.000 26.19 452.59 .00 452.55 452.70 .10 .J4 .04 .59.)0 37400.0 8417.8 15309.o 13172.6 5478.8 4440.4 7754.1 9816.1 1942.4 457.70 2.85 1.54 3.45 1.76 .075 .060 .075 .000 426.40 5450.30 .000784 140. 140. 14). 2 0 0 .00 3841.24 10070.00 31JAN9[ 11:03:34 PAGE 15 SECNO DEPTH CWSEL CRIWS WS`LX EG MV ML OLOSS L-dANK ELEV 0 QLOb QCH .1P08 AL39 ACH AR08 VOL TWA R-3ANK ELEV TIME VLOB VCH VP08 XNL XNCH XNR WTN ELIIN SSTA SLOPE ALOBL XLCH )(LOUR ITOIAL IOC ICONT CORAR TOPWID ENDST *SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 2.61 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 3470 ENCROACHMENT STATIONS= 5450.0 10070.0 TYPE= 1 TARGET= 4620.000 110750.000 26.22 452.62 .00 452.56 452.72 .10 .02 .00 453.00 37400.0 8435.3 15276.2 13638.5 5535.4 4447.9 7793.5 9828.3 1945.0 457.70 2.85 1.53 3.43 1.76 .075 .060 .075 .000 425.40 5450.00 .000776 30. 30. 30. 1 0 0 .00 3944.09 10070.00 *SECNO 110790.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= .58.50 MAX ELLC= 455.40 3470 ENCROACHMENT STATIONS= 7180.0 11755.0 TYPE= 1 TARGET= 4575.030 IM 35E 110790.000 26.20 452.60 .00 45'.50 452.81 .21 .J4 .u5 458.50 37400.0 5870.9 19256.9 12272.2 2226.9 4496.3 4210.4 9841.5 1947.4 456.50 2.86 2.64 4.24 2.91 .075 .060 .075 .000 426.40 7205.99 .001189 40. 40. 43. 2 0 0 .00 1224.39 11755.00 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 459.50 MAX ELLC= 455.40 3470 ENCROACHMENT STATIONS= 7130.0 11755.0 TYPE= 1 TARGET= 4575.000 110910.000 26.35 452.75 .00 452.64 452.95 .20 .14 .0G 455.50 37400.0 5913.4 19174.7 12311.9 2272.3 4554.4 4288.8 9871.9 19.30.7 453.50 2.87 2.50 4.21 2.37 .075 .060 .075 .000 46.40 7205.47 .001132 120. 120. 120. 2 0 0 .00 1226.38 11755.00 31JAN92 11:03:54 PAGE 16 SECNO DEPTH CWSEL CRIBS 4SELK EG HV HL OLOSS L-3ANK ELEV Q QLOB NCH ROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB KNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TCPWID ENDST *SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 11093C.OG EXTENDED .71 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 3470 ENCROACHMENT STATIONS= 580C.0 10450.0 TYPE= 1 TARGET= 4650.000 110930.000 26.48 452.88 .00 452.34 452.99 .11 .32 .03 456.50 37400.0 3637.0 14039.3 19723.7 3106.1 3606.2 11731.7 9878.6 1951.9 458.20 2.87 1.17 3.89 1.68 .075 .060 .075 .000 426.40 5800.00 .000693 20. 20. 20. 2 0 0 .00 3726.97 10450.00 31JAN92 11:03 :34 PAGE 17 THIS RUN EXECUTED 31JAN92 11:03:43 HEC -2 WATER SURFACE PROFILES Yersion 4.6.0; February 1991 NOTE- ASTtRISK ( *) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK FLOODWAY MODEL/ SUMMARY PRINTOUT 5E040 3 C.Stl LIF4SP SSTA STGHL STENCL STENCR STCHR ENOST 99280.000 48603.00 446.77 .00 584.57 4035.00 .00 9600.00 4215.70 9500.00 99280.000 48600.00 447.27 .49 574.69 4035.00 .00 9600.00 4215.00 9600.00 100040.000 48500.00 447.06 .00 1716.92 4035.00 .00 9900.00 4215.00 9782.07 100040.000 48600.00 447.49 .42 1715.06 4035.00 .00 9900.00 4215.00 99 00.00 * 103060.000 52900.00 448.45 .00 1149.01 3333.00 .00 .00 3533.70 10163.09 * 103060.000 52803.00 448.67 .22 2940.00 3333.00 2840.00 9700.00 3533.00 9700.00 104880.000 52800.00 449.98 .00 2259.48 2630.00 .00 .00 2850.00 8349.47 104880.000 52800.00 450.20 .22 2553.59 2630.00 2580.00 8840.00 2350.00 8840.30 105000.000 52300.00 450.16 .00 1425.30 2630.00 .00 .00 2950.90 8851.78 105000.000 52800.00 450.38 .20 2652.27 2630.00 2580.00 8840.00 2850.00 8340.00 105500.000 32800.00 451.00 .00 1359.50 2630.00 .00 .00 2850.30 8649.01 105500.000 )230).00 451.15 .15 2545.78 2630.00 2580.00 8540.00 2350.70 9640.00 106080.000 37400.00 451.39 .j0 1329.51 2530.00 .00 8300.00 2350.30 8300.00 106080.000 37400.00 451.52 .12 1318.71 2830.70 .00 8300.00 2)50.70 8303.00 * 110580.000 37407.00 452.i3 .00 4500.00 9030.00 4600.00 11930.00 9340.90 11930.10 * 110580.000 37400.00 452.50 .07 4509.00 9030.00 4600.00 11930.00 9340.00 11)37.30 110720.000 37400.00 452.55 .00 2313.00 7237.00 .00 .00 7635.00 10080.00 * 110720.000 37400.00 452.59 .04 5450.00 7237.00 5450.00 10070.00 7535.00 10070.00 110750.000 37400.00 452.56 .00 2319.00 7237.00 .00 .00 7635.00 10080.00 110750.000 37400.00 452.62 .06 5450.00 7237.00 5450.00 10070.00 7635.00 10070.00 * 110790.000 37400.00 452.50 .00 5154.67 9050.00 .00 .00 9449.30 11760.00 110790.000 37400.00 452.60 .10 7205.59 9050.00 7180.00 11755.00 9443.00 11755.00 31JANi1 11:03:34 PAGE 1. SECNO 0 C..SEL 'IFWSP SSTA 'TCHL STENCL STENCR STCH2 ENJST 110910.000 37400.00 4S2.6. .00 5154.32 9050.00 .00 .00 9443.00 11760.32 110910.000 37400.00 452.75 .11 7105.47 9050.00 7180.00 11755.uU 94.3. 11755.00 • 110930.030 37403.00 452.84 .00 2451.00 7204.00 .00 .00 7430.00 11204.30 110930.000 37400.00 452.86 .05 5300.00 7204.00 5800.00 10450.00 7430.00 10450.00 31JAN92 11:03:34 PAGE 19 ELM FORK FL000dAY MODEL/ SUMMARY PRINTOUT TABLE 110 SECNO CNSEL DIFKNS EG T0PUI0 QLOB QCH QROB PERENC STENCL STCHL STCHR STt'1CR 99230.600 446.77 .00 445.81 8939.10 21266.98 7096.27 20236.70 9500.90 .00 4035.10 4215.00 96)0.03 99280.000 447.27 .49 447.29 8967.35 21403.49 6503.46 20693.05 9500.00 .00 4035.30 4215.00 0630.03 100040.000 447.06 .00 447.09 8502.70 21445.95 6165.32 20987.73 9900.30 .00 4035.10 4215.00 9906.03 100040.000 447.49 .41 447.51 936).14 21423.45 5750.53 21421.02 9700.30 .00 4035.00 4215.00 990C.00 * 103060.000 449.45 .06 448.55 8743.41 6872.66 9000.04 36927.30 .00 .00 3333.00 3533.00 .00 * 103060.000 449.67 .22 448.79 6670.95 1089.69 9788.12 41922.20 6860.00 2840.00 3333.00 3533.00 97)u.00 104880.000 449.98 .00 450.09 5)92.22 360.30 6401.47 46038.24 .00 .00 2633.10 2850.00 .02 1048o0.000 450.20 .22 450.30 5340.54 .00 6277.87 46522.13 6260.00 2580.30 2630.10 2950.00 9840.0' 105000.000 450.18 .00 450.29 5576.47 402.33 6307.66 46090.02 .00 .00 2630.00 2950.00 .00 105000.000 450.38 .20 450.48 5469.97 .00 6216.63 46583.36 6260.30 2580.00 2630.30 2950.00 98.0.03 105500.000 451.00 .00 451.07 6384.37 691.82 6086.11 46022.08 .00 .00 2630.30 2950.00 .0C 105500.000 451.15 .15 451.22 5722.33 .00 6056.12 46743.88 6060.36 2580.00 2530.30 2850.00 3640.01 106080.000 451.39 .00 451.44 6196.39 929.93 5290.60 31279.47 8300.00 .00 2630.00 2950.00 9300.00 106080.000 451.52 .12 451.56 6247.30 893.99 5175.46 31330.56 8300.30 .00 2630.30 2850.00 8330.00 * 110580.000 452.53 .30 452.55 7330.00 15554.02 6343.92 15402.07 - 4600.30 4600.00 9030.00 9340.00 11930.00 * 110580.030 452.60 .07 452.61 7330.00 15729.34 6288.70 15381.96 - 4600.00 4600.00 9033.00 9340.00 11930.0C 110720.000 452.55 .70 452.58 6976.95 19791.90 9310.14 8297.96 .00 .J0 7237.00 7535.00 .00 * 110720.000 452.59 .04 452.70 3341.24 8417.82 15309.61 13672.57 4620.00 5450.10 7237.00 7635.00 10070.00 110750.000 452.56 .00 452.59 6777.96 19799.02 9301.18 8299.80 .30 .00 7237.00 7635.00 .00 110750.000 452.62 .06 452.72 3944.09 8435.29 15276.21 13688.50 4620.30 5450.00 7237.00 7635.00 10070.00 * 110790.000 452.50 .00 452.69 1372.90 6991.52 18607.56 11800.92 .70 .00 9050.30 9448.00 .00 110790.000 452.60 .10 452.81 1224.09 5870.98 19256.94 12272.18 4575.00 7180.00 9050.00 9449.00 11755.00 110910.000 452.64 .uu 452.83 1375.13 7055.99 18514.79 11829.23 .00 .J0 9057.00 9449.00 .0( 110910.000 452.75 .11 452.75 1225.38 5913.42 19174.70 12311.88 4575.00 7180.00 9053.00 9449.00 11755.00 * 110930.000 452.84 .00 452.88 7921.55 12455.50 10041.93 14902.58 .00 .70 7204.00 7430.00 .00 110930.000 452.89 .05 452.99 3725.97 3637.01 14039.28 19723.71 4650.00 5800.00 7204.00 7430.00 10450.01 31JAN92 11:03:34 PA,E 20 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 93730.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 93730.)00 PROFILE= 2 BRIDGE DECK DEFINITION ERROR CAUTION SECNO= 93760.000 PROFILE= 2 BRIDGE DECK DEFINITION ERROR WARNING SECNO= 93310.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.00J PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING StCNO= 103060.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110720.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.301 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING StCNO= 113090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 31JAN 42 11 :03:34 PAGE 21 FL000WAY DATA, ELM FORK FL000WAY MODEL/ PROFILE NO. 2 FL00DwAY WATER SURFACE ELEVATION STATION wIDTM SECTION MtAN WITH WITHOUT DIFFERENCE AREA VELOCITY FL0004AI FIOODWAY 93670.000 5700. 15752. 3.1 445.7 445.1 .6 93730.00u 5600. 147/1. 3.3 445. 445.1 .6 93760.00u 5300. 15313. 5.2 446.0 445.4 .6 93810.000 5750. 21069. 2.3 446.0 445.5 .5 97570.000 9931. 56913. .9 446.9 446.3 .6 98450.000 9983. 49159. 1.0 447.1 446.5 .6 99280.001 9025. 45973. 1.1 447.3 446.8 .5 100040.00u 8685. 44751. 1.1 447.5 447.1 .4 103060.000 6860. 24322. 2.2 448.6 448.4 .2 104880.000 6186. 21516. 2.5 450.2 450.0 . 105000.000 6188. 22016. 2.4 450.4 450.2 .2 105500.000 5993. 27405. 1.9 451.1 451.0 .1 106080.600 6981. 26634. 1.4 451.5 451.4 .1 110580.000 7330. 41125. .9 452.6 452.5 .1 110720.000 4620. 17673. 2.1 452.6 452.6 .0 110750.000 4620. 17747. 2.1 452.7 452.6 .1 110790.000 4549. 10934. 3.4 452.6 452.5 .1 110910.000 4550. 11115. 3.4 452.7 452.6 .1 110930.000 4053. 18444. 2.0 452.8 452.8 .0 110980.000 4800. 32836. 1.1 453.0 452.9 .1 113000.000 4200. 28896. 1.3 453.4 453.1 .3 113090.000 4200. 10422. 3.6 453.2 453.0 .2 113110.000 4200. 10612. 3.5 453.4 453.1 .3 ELM FORK 1ID_ MUL.T 1 P LE PRO F 1 LE S W 1 TH EX 1ST 1 NG C OND I T 1 ON S 28JAN92 14:07 :52 PASE 1 THIS PUN EXECUTED 23JAN92 14:07 :32 MEC-2 WATER SURFACE PROFILES Version 4.6.0; February 1991 T1 U.S. ARMY CORPS OF ENGINEERS - FORT MOgTH DISTRICT T2 UPPER TRINITY RECON STUDY *ELM FORK TRINITY RIVER• EXISTING CONDITIONS T3 CONVEYANCE MODEL UISCMARGES: 2-YR 5-Y' 10-YR 25 50-YR 100-YR SPF J1 ICMECK 1NQ NINV IDIR STRT METRIC MVINS Q WSEL FQ -10 2 0.00030 4J9.3 J2 NPROF IPLOT PRFVS XSECV %SECM FN ALLOC IBM CHNIM ITRACE 1 -1 J3 VARIABLE COOS FOR SUMMARY PRINTOUT 3d 43 1 50 26 42 4 53 54 J5 LPRNT NUMSEC REQUESTED SECTION NUMBERS -10 -10 28JAN92 14:07 :32 'A,E 2 T1 U.S. ARMY CORPS OF ENGINEERS - FORT wORTH DISTRICT T2 UPPER TRINITY RECON STUDY • ELM FORK TRINITY RIV -R * T3 CONVEYANCE MODEL DISCHARGES: 2 -YR S 1C -YR 25 -YR 50-YR 100 SPF J1 !CHECK IND NINV IDIR STRT METRIC HVINS Q WS =L FQ - 10 4 0.000)0 -1 410.2 J2 NPROF IPLOT PRFVS XSECV KSECH FN ALLDC I8W CHNIM [TRACE 2 -1 28JAN9c 14 :07 :32 PAGE 3 • T1 U.S. ARMY CORPS OF ENGINEERS - FORT WORTH DISTRICT T2 UPPER TRINITY RECON STUDY * ELM FORK TRINITY RIVED T3 CONVEYANCE MODEL DISCHARGES: 2 -YR 5-YR 10 25 50 - YR 100-YR SPF J1 ICHECK INQ NINV ILIR STRT METKIC HVINS 0 4SEL F0 -10 6 0.00030 -1 421.5 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOG IdM CHNIH [TRACE 3 -1 23JAN92 14:07 :32 PA;E w T1 U.S. ARMY CORPS OF ENGINEERS - FORT 4ORT' DISTRICT T2 UPPER TRINITY RECON STUDY * ELM FORK TRINITY RIV'R * T3 CONVEYANCE MODEL JISCHARGtS: a -YR 5-YR 10-YR 15 -YR 50-YR 100-YR SPF J1 ICMECK INQ NIkV IGIR STRT METRIC HVINS 0 WScL FO -10 7 0.00090 -1 424.0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 4 -1 28JAN92 14:07:32 PAGE 5 T1 U.S. ARMY CORPS OF ENGINEERS — FORT WORTH DISTRICT T2 UPPER TRINITY RECON STUDY • ELM FORK TRINITY RIVER * T3 CONVEYANCE MODEL DISCHARGES: 2 —YR 5 —Y? 10—YR 25—YR 50—YR 100 —YR SPF J1 ICMECK INQ NINV IDIR STRT METRIC MVINS Q .ScL c —10 8 0.00070 —1 433.5 J2 NPROF IPLOT PRFVS XSECV XSEECM FN ALLDC IBM CMNIM ITRACE 15 —1 28JAN92 14:07 :32 PAGE h THIS RJN EXFCUTEJ 28JAN92 1 +:09 :01 MEC - 2 WATER SURFACE PROFILLS Version 4.6.0; February 1991 NOTE ASTERISK (•) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST CONVEYANCE MODEL DISCHA SUMMARY PRINTOUT SECNO U CWSEL DIFWSP VCH ELMIN TOPWID SSTA cNOJT 3270.000 0900.00 409.30 .00 2.79 585.7G 178.66 144J.14 1613.10 3270.000 19307.00 41o.20 6.90 3.29 385.70 1510.09 666.18 2186.13 3270.000 34500.00 421.50 5.30 3.42 385.70 1626.23 637.27 2,63.50 3270.000 2400).70 44.00 2.50 1.95 385.70 1676.36 623.64 23u3.30 3270.000 44500.00 433.50 9.50 2.06 385.70 1757.87 571.82 2329.59 3305.000 6900.00 409.31 .00 2.79 395.70 176.88 1440.13 1623.01 3305.000 19003.00 416.21 6.90 3.32 385.70 1479.57 664.73 2180.23 3305.000 34500.00 421.51 5.30 3.39 385.70 1596.95 634.63 2263.58 3305.000 24009.00 424.90 2.49 1.91 385.70 1647.56 62J.45 2300.01 3305.000 44503.00 433.51 9.50 1.93 385.70 1739.84 566.47 2333.31 3335.000 6900.00 409.31 .00 2.79 385.70 176.93 144).12 1o23.04 3335.000 19000.00 41o.21 6.90 ,.31 s83.70 1479.79 664.70 2186.31 3335.000 '4500.00 421.51 5.30 3.39 315.70 1597.13 634.58 2,03.71 3335.000 24000.00 424.J1 2.49 1.91 5 1647.59 62).43 2300.)2 3335.000 44503.00 433.51 9.50 1.93 595.70 1739.89 566.44 2331.33 3370.000 6909.00 409.32 .00 2.78 395.70 178.94 1447.10 1013.94 3370.000 19000.00 416.22 5.90 3.28 305.70 1510.39 666.07 2180.43 3370.000 34500.00 421.54 5.30 3.41 585.70 1626.64 637.16 2263.30 3370.000 24003.00 424.01 2.49 1.95 385.70 1676.42 623.00 230).02 3370.000 44500.00 433.51 9.50 2.06 385.70 1757.94 571,.77 2329.71 3750.000 6900.00 40v.42 .00 2.18 385.00 198.94 1413.10 1617.10 3750.000 19000.00 416.29 o.87 3.09 585.00 1519.56 670.04 2189.90 3750.000 34500.00 421.50 5.28 3.42 385.00 1625.15 640.16 2265.31 3750.000 24000.00 424.u2 2.45 1.98 385.00 1674.09 626.29 2303.38 3750.000 44500.00 433.52 9.50 2.09 385.00 1837.24 572.54 2409.77 28JAN92 14:07:32 °A(,E 7 SECNO 0 CNSEL OIFASP VCM eLMIN TOPWIO SSTA ENDSt 4950.000 6900.00 409.55 .00 2.25 3053.00 226.23 1701.51 1927.74 4950.000 19009.00 416.45 6.90 2.95 383.00 1408.99 104J.27 2444.26 4950.000 34500.00 421.71 5.26 3.36 383.00 1434.91 103J.056 24o5.77 4950.000 [4000.00 424.06 2.35 1.98 333.30 1446.48 1026.67 2473.15 4950.000 44500.00 433.55 9.49 2.21 383.00 1493.17 1009.73 2)02.90 4970.000 6900.00 409.55 .30 2.25 383.00 226.25 1701.50 1427.75 4970.000 19000.00 416.45 6.90 2.99 383.00 1388.34 1034.40 2450.74 4970.000 34500.00 421.70 5.25 3.45 385.00 1413.63 1027.22 2469.85 4970.000 24000.00 424.06 2.36 2.04 365.00 1432.19 1021.21 2478.40 4970.000 44500.00 433.54 9.48 2.33 363.00 1486.86 1002.03 2512.89 5030.000 690).00 409.56 .00 2.25 383.00 226.31 1701.48 1927.79 5030.u00 19000.00 416.46 6.90 2.99 383.70 1389.37 1033.39 2450.76 5030.000 3450).00 421.71 5.25 3.45 383.30 1418.64 1027.21 2464.:5 5030.000 24000.00 424.06 2.35 2.04 365.01 1432.19 1021.21 2479.40 5030.000 44503.00 433.54 9.49 2.33 363.00 1486.86 1002.03 2512.39 5050.000 6907.00 409.56 .00 2.25 383.00 226.33 1701.47 1927.30 5050.000 19000.00 416.47 6.91 2.85 383.00 1409.07 104).24 2449.31 5050.000 34500.00 421.74 5.26 3.18 333.90 1435.01 1030.43 2465.94 5050.030 24000.00 424.07 2.33 1.87 363.00 1446.46 1026.68 2473.13 5050.000 44500.00 433.56 9.49 2.06 363.00 1493.17 1009.73 2502.40 6750.000 6900.00 409.63 .00 2.76 363.60 171.54 1623.12 1799.55 * 6750.000 19007.00 416.72 5.39 4.50 385.50 1039.58 1113.80 2251.45 * 6750.000 34500.0C 421.96 5.24 4.91 365.60 1212.40 1050.00 2282.40 * 6750.000 24000.00 424.14 2.18 2.94 385.60 1216. 1050.00 2265.95 * 6750.000 44500.00 433.61 9.47 2.88 395.60 1236.69 1050.00 2486.69 6790.000 6900.00 409.64 .00 2.76 345.60 171.57 1623.09 1799.57 6790.000 19000.00 416.73 6.89 4.51 385.60 1199.77 1127.93 2451.51 6790.000 34503.00 421.98 5.25 4.84 385.60 1319.52 1112.93 2462.45 6790.000 24000.00 424.15 2.16 2.90 385.60 1330.22 1106.74 2466.96 6790.000 44500.00 433.61 9.47 2.68 385.60 1377.01 1079.68 2485.69 6805.000 690).00 409.34 .00 2.75 365.50 171.60 1628.08 1799.8 6805.000 19000.00 416.74 6.89 4.51 595.60 1199.97 1127.90 2451.53 6805.000 34500.00 421.49 5.25 4.34 365.50 1319.59 1112.89 2462.45 6805.000 24007.00 424.15 2.16 2.90 385.60 1330.25 1106.72 2466.97 6805.000 44503.00 433.62 9.47 2.98 385.60 1377.03 1079.67 2485.70 6850.000 6903.00 409.85 .00 2.75 385.50 171.65 1623.05 1799.70 6850.000 19003.00 416.76 5.91 4.48 385.50 1040.44 1112.76 2251.57 6850.000 34503.00 4 5.24 4.99 38 1212.51 1050.00 2262.51 6850.000 24000.00 424.15 2.15 2.63 385.6J 1216.98 1050.00 2266.98 6850.000 44503.00 433.62 9.47 2.98 365.60 1236.71 1050.00 2236.71 28JAN92 14:07:32 PACE SECNO J CWSEL CIFWSP VCH eLMIN TOPNIO SSTA ENOST 11100.000 6900.00 410.78 .00 3.25 391.00 512.87 4405.27 494). * 11160.000 19003.00 417. 7.17 3.92 591.00 1451.22 2705.40 3.56.62 * 11160.000 34500.00 423.05 5.10 4.17 391.00 1531.35 1970.15 3>C2.01 * 11160.000 44200.00 424.58 1.63 4.6? 391.00 1552.44 1966.70 3519.13 11160.000 44500.00 433.55 9.17 2.68 391.00 1681.67 1947.26 3645.93 14040.000 6900.00 411.40 .30 3. 393.30 940.96 1632.53 2332./3 14040.000 19000.00 413.42 7.73 3.39 393.30 1511.34 1544.o9 3056.74 14040.000 34500.00 423.47 5.04 3.30 393.30 1546.34 1517.12 3)63.45 14040.000 44200.00 425.17 1.70 4.27 393.30 1552.69 1513.26 316).95 14040.000 44503.00 433.96 3.80 2.58 393.30 1582.73 1493.27 3076.00 14075.000 7000.00 411.37 .00 3.45 393.30 162.95 2047.05 2214.70 * 14075.000 19500.00 418.42 7.05 3.58 393.30 1151.39 1549.54 270).92 * 14075.000 35000.00 423.48 5.06 3.39 393.30 1303.48 1517.11 2823.59 * 14075.000 44503.00 425.19 1.70 3.65 593.30 1347.84 1513.23 2361.77 * 14075.000 44500.00 433.97 3.78 1.90 393.30 1506.73 1493.27 3JuU.00 14105.000 7000.00 411.38 .00 3.44 393.30 162.96 2047.04 4214.)0 14105.000 19500.00 419.44 7.06 3.55 393.30 1151.52 1549.48 [701.)0 14105.000 3500).00 423.50 5.06 3.39 3 1303.97 1517.06 2321.03 14105.000 44500.00 425.20 1.71 3.54 3x3.30 1348.31 1513.19 2(361.50 14105.000 44503.00 433.97 3.77 1.99 393.30 1506.76 1493.24 3000.10 * 14140.000 7000.00 411.48 .00 2.77 3x3.30 1392.93 1631.51 3026.35 * 14140.000 19500.00 418.52 7.04 2.90 393.30 1512.61 1543.56 3)55.17 * 14140.000 35000.00 423.53 5.02 3.35 593.30 1546.54 1516.99 3)63.53 * 14140.000 4450).00 425.24 1.70 3.78 393.30 1552.93 1513.12 3065.04 * 14140.000 44503.70 433.98 8.74 2.36 393.30 1582.77 1493.23 3075.00 14530.000 7000.00 411.56 .00 2.34 391.70 1384.04 1571.19 2 14530.000 19500.00 418.56 7.00 1.75 391.70 1423.70 1543.56 2972.27 14530.000 35000.00 423.57 5.01 3.31 391.70 1452.13 1532.35 2984.48 14530.000 44500.00 425.28 1.71 3.7o 391.70 1461.83 1526.01 2933.54 14530.000 44500.00 433.99 8.71 2.41 391.70 1506.37 1498.63 3005.00 14560.000 7000.00 411.54 .00 2.76 39 1314.31 1589.93 2960.07 14560.000 19500.30 418.54 7.00 3.23 390.40 1403.40 1555.13 2273.53 14560.000 35003.00 423.56 5.01 3.94 370.40 1432.11 1539.63 2'91.74 14560.000 44500.00 425.7 1.71 4.36 390.40 1441.90 1534.35 2995.25 14560.000 44500.00 433.98 3.72 2.78 39).40 1476.65 1507.49 300..15 14680.000 7000.00 411.56 .00 2.76 390.40 1315.42 1589.63 296j.10 14680.000 19503.00 418.56 7.00 3.22 390.40 1403.42 1555.12 2973.54 14680.000 35000.00 423.57 5.02 3.54 39u.40 1432.13 1531.62 27 14680.000 44500.00 425.28 1.71 4.36 393.40. 1441.92 1534.34 29 26 14680.000 44500.00 433.99 3.71 2.78 393.40 1476.65 1507.50 3004.15 28JAN92 14 :07:32 pA•;E o SECNO 1 CWSEI DIFMSP VCM EIMIN TOPMID SST* t•JST 14700.000 7000.00 411.59 .00 2.53 391.70 1384.22 1571.09 2955.31 14700.000 19500.00 413.53 5.99 2.75 391.70 1423.94 1543.49 2972.32 14700.000 35000.00 423.60 5.02 3.30 591.70 1452.27 1532.26 2954.54 14700.000 44500.00 425.31 1.72 3.75 5 1462.00 1526.72 2738.71 14700.000 44507.00 434.)0 3.69 2.41 391.70 1506.35 149x.65 300.30 17360.000 7003.00 411.33 .00 2.13 391.70 1711.67 1102.39 2326.53 17360.000 1950).00 418.77 6.94 2.37 391.90 1778.39 1073.55 2357.24 17360.000 35003.30 423.31 5.34 2.91 391.70 1904.47 1061.44 2355.91 11360.000 44500.00 425.57 1.7o 3.18 391.90 1913.58 1055.36 2363.93 17360.000 44503.00 434.08 3.51 2.04 391.9U 1854.03 1025.97 2380.00 18520.000 7000.00 411.90 .00 2.60 392.70 2295.01 2300.00 5580.49 18520.000 19500.00 419.64 6.94 2.00 39c.70 3397.94 2300.00 5o97.94 185[0.000 35000.00 423.88 5.05 2.05 392.70 3410.63 2300.00 5713.53 18520.000 44500.00 425.65 1.77 2.25 392.70 3415.07 2300.00 5715.07 * 18520.000 44500.00 434.10 8.45 1.33 3x2.70 3431.00 2300.00 5731.00 * 18620.000 7000.00 411.59 .00 6.40 399.70 1770.16 2300.00 5575.06 18620.000 19500.00 413.85 7.26 1.92 3°9.70 3397.94 2300.00 5597.94 18620.000 3500).00 423.39 5.04 1.93 397.70 3410.62 2303.00 5713.52 18620.000 44500.00 425.06 1.77 2.11 397.70 3415.07 2300.00 5715.37 18620.000 44503.00 434.10 3.44 1.27 399.70 3431.00 2300.00 5731.00 * 18670.000 700).00 412.15 .00 2.49 392.70 2558.14 2300.00 5581.13 * 18670.000 19500.00 419.85 0.70 2.00 392.70 3397.97 2300.30 5597.77 18670.000 35000.00 423.89 5.04 ?.05 392.70 3410.63 2300.00 5710.53 18670.000 44500.00 425.06 1.77 2.25 5 3415.09 2300.00 571..39 18670.000 44500.00 434.10 3.44 1.33 392.70 3431.00 2300.00 5731.J0 * 19000.000 7100.00 412.20 .00 3.23 395.70 2574.64 2300.00 5561.26 * 19000.000 19800.00 413.38 6.68 1.39 395.70 3398.03 2300.00 5693.33 19030.000 34603.00 423.72 5.03 1.30 395.70 3410.68 2300.00 5710.68 19030.000 43503.00 425.69 1.78 1.39 395.70 3415.14 2300.00 5715.14 19000.000 44500.00 434.11 8.42 .82 395.70 3431.00 2300.00 5731.10 * 21000.000 7103.00 413.14 .00 1.71 318.30 2343.23 1495.52 4354.57 21000.000 19803.00 419.05 5.92 1.33 389.30 2938.98 1928.76 4867.75 21000.000 34600.00 424.02 4.97 1.30 388.30 2979.74 1897.24 4870.78 21000.000 43600.00 425.60 1.78 1.41 338.30 2998.63 1884.37 4383.00 21000.000 44500.00 434.14 8.33 .83 38 3397.00 1500.00 4697.30 * 22400.000 710).00 413.51 .00 2.57 389.10 913.11 3398.05 4336.17 * 22400.000 19803.00 419.18 5.67 2.35 389.10 2251.23 2600.00 4351.23 * 22400.000 34600.00 424.11 4.93 2.19 389.10 2264.27 2600.00 4164.27 * 22400.000 43600.00 425.69 1.78 2.33 3b9.10 2269.00 2600.00 4369.00 * 22400.000 44500.00 434.16 9.27 1.35 Sc9.10 2281.00 2500.00 43b1.)0 28JAN92 14:07:32 °A,E 1) SECNO Q CNSEL DIFMSP VCM ELMIN TOPWID SSTA cNOST 22470.000 7100.00 413.57 .00 2.29 383.40 1919.22 2565.20 4998.41 22470.000 19303.00 419.21 5.64 2.05 394.40 2364.20 2539.85 5309.90 22470.000 34600.00 424.12 4.92 1.99 311.40 2410.58 2523.56 5019.73 22470.000 43600.00 425.91 1.78 2.14 381.40 2427.39 2524.86 5023.33 * 22470.000 44500.00 434.16 8.25 1.43 363.40 2519.00 2511.00 5330.30 22570.000 7100.00 413.00 .00 2.27 388.40 2005.63 2565.64 4993.50 22570.000 19800.00 419.22 5.62 1.34 383.40 2364.46 2533.79 5007.35 22570.000 34600.00 444.13 4.91 1.98 396.40 2410.79 2523.54 5317.78 22570.000 43603.00 425.9c 1.78 2.13 30.40 2427.61 2524.81 5023.38 12570.000 44500.00 434.17 9.25 1.43 383.40 2519.00 2511.00 503J.)0 22680.000 7100.00 413.53 .U0 2. "1 349.10 1018.00 3363.20 4335.59 22680.000 19800.00 419.24 5.61 2.32 349.10 2249.53 2603.30 4349.53 22690.000 34600.00 424.15 4.91 2.18 367.10 2261.63 2600.00 4.61.53 22630.000 43600.00 425.93 1.78 2.32 349.10 2266.03 2600.00 4666.33 * 22660.000 44500.00 434.16 8.25 1.35 369.10 2281.00 2603.00 4381.30 * 26300.000 8600.00 414.64 .00 2.34 390.00 1460.78 3300.00 4990.53 26300.000 21600.00 419.39 5.04 1.44 390.00 2558.10 3300.00 5372.44 26300.000 37300.00 424.56 4.67 2.32 390.00 2581.54 3300.00 53E1.54 26300.000 46100.00 426.34 1.78 1.41 393.00 2585.02 3300.00 5865.32 26300.000 93800.00 434.36 9.02 2.76 390.00 2598.00 3300.00 5391.30 29350.000 8600.00 415.74 .00 2.92 389.70 1597.77 5915.72 7617.78 29350.000 21600.00 420.52 4.78 3.91 384.70 1825.16 5903.00 7525.16 29350.000 37300.00 424.99 4.48 3.01 348.70 1832.08 5800.30 7632.98 29350.000 46100.00 426.77 1.78 3.15 383.70 1834.82 5800.00 7534.92 29350.000 93800.00 434.75 7.98 3.59 366.70 1846.00 5900.00 7646.30 29400.000 8600.00 415.80 .00 2.40 369.20 1609.15 6055.00 7701.15 29400.000 21600.00 420.54 4.74 2.68 357.20 1692.39 6003.00 77(3.39 29400.000 37300.00 425.x1 4.46 2.12 369.20 1718.06 6000.30 7754.36 29400.000 46100.00 426.78 1.77 2.99 3e ?.20 1729.00 600J.Ju 7775.21 * 29400.000 93900.00 434.75 7.97 4.30 369.20 1787.00 6003.00 7787.30 29520.000 8600.00 415.53 .00 2.38 349.20 1609.73 6055.64 7701.38 29520.000 21600.00 420.57 4.74 2.57 389.2) 1692.52 6000.30 7723.52 295[0.000 3730).00 425.03 4.46 7.31 389.20 1719.26 6000.00 7754.2o 29520.000 46103.00 426.91 1.77 2.99 369.20 1729.50 6000.0G 7773.30 29520.000 93803.00 434.92 9.11 4.26 389.40 1787.00 6000.00 7767.00 29560.000 8600.00 415.92 .00 2.77 388.70 1604.95 5913.48 7617.72 29560.000 21500.00 420.59 4.76 1.79 383.70 1825.27 5800.00 7)2).27 29560.000 37303.00 425.04 4.46 7.78 398.70 1332.16 5803.00 7632.16 29560.000 46100.00 426.62 1.78 2.91 399.70 1834.90 5800.00 7634.90 * 29560.030 93800.00 434.98 9.16 3.36 368.70 1846.00 5800.00 7645.90 28JAN92 14:07:52 °Ar,E 11 SECNO U Cw EL 01F05P VCM tLMIN TOPNIO SSTA ENOSr 31300.000 8600.00 415.56 .00 2.72 383.50 2213.46 7300.30 9187.13 31300.000 21603.00 421.L 4.46 2.32 363.50 2796.20 7300.00 10153. 31300.000 37307.00 425.35 4.33 2.08 383.50 3129.08 7300.00 10500.70 31300.000 46107.00 427.12 1.77 2.10 354.50 3200.00 7300.00 10500.00 31300.000 93800.00 435.20 9.14 2.21 383.50 3200.70 7300.00 10500.00 34160.000 8600.00 417.97 .00 2.84 394.70 2278.41 7109.27 9603.39 34160.000 2160).00 421.76 3.78 2.70 394.70 2969.48 6944.27 9913.74 34160.000 37300.00 425.77 4.02 2.35 394.70 3363.49 6895.)0 10259.49 34160.000 46103.00 427.50 1.72 2.33 394.70 3429.65 6995.00 10325.55 34160.000 93803.00 435.52 3.03 2.29 394.70 3566.31 6395.u0 10.62.31 * 34190.000 8603.00 417.38 .00 4.56 395.10 581.06 7232'.45 9021.37 * 34190.000 21600.00 421.70 3.92 4.58 395.10 2199.69 6904.76 9029.00 * 34190.000 37300.30 4c5.77 4.07 1.88 595.10 3345.48 6724.00 10069.43 * 34190.000 46100.00 427.49 1.73 1.56 395.10 3514.63 6724.00 1023,.53 34190.000 93800.00 435.52 9.03 1.27 395.10 3845.41 6724.00 10569.41 34230.000 8603.00 417.98 .00 4.51 395.10 620.99 7223.46 9021.59 34230.000 21600.00 421.79 3.81 4.47 595.10 2219.42 6902.18 9027.00 34230.000 37300.00 4e5.31 ..v2 1.87 595.10 3351.33 6724.00 10)75.33 34230.000 46100.70 4c7.52 1.71 1.56 395.10 3515.53 6724.00 10239.33 34230.000 93800.00 435.53 3.01 1.27 395.10 3845.50 6724.00 16569.50 * 34260.000 8600.00 418.35 .00 2.49 394.70 2525.46 7095.08 9620.54 * 34260.000 21600.00 422.00 3.65 2.49 394.70 3022.75 6932.97 9955.73 * 34260.000 37300.00 425.96 3.36 2.23 394.70 3562.90 6700.00 10262.90 * 34260.000 46100.00 427.57 1.70 2.20 394.70 3626.84 6700.00 10325.34 * 34260.000 93300.00 435.56 7.99 2.15 394.70 3762.73 6700.00 10462.73 * 37250.000 8600.00 419.83 .00 2.03 394.20 2122.53 8700.00 11716.20 37250.000 21600.00 422.46 3.63 '.86 3 +4.20 3019.70 8700.00 11719.70 37250.000 37300.00 426.18 3.72 2.95 394.20 3023.28 8700.00 11723.28 37250.000 46100.00 427.85 1.57 3.32 394.20 3024.39 8700.00 11724.39 37250.000 93400.00 435.75 7.90 3.21 394.20 3032.50 8700.00 11732.50 37290.000 8600.00 418.84 .00 1.99 395.50 940.06 8923.28 11730.31 37290.000 21600.00 422.44 3.60 3.44 395.50 1025.60 8914.82 11736.76 * 37290.000 37300.00 426.13 3.68 4.27 395.50 1059.73 8906.16 1174.2.45 * 37290.000 46103.00 427.79 1.06 4.54 395.50 1074.69 8902.27 11743.77 * 37290.000 93800.00 435.55 7.96 5.73 395.50 2064.72 8700.00 11149.J3 37310.000 8603.00 419.34 .00 1.99 395.50 840.53 8923.27 11736.31 37310.000 21600.00 422.45 3.60 3.44 395.50 1025.65 8914.80 117'5.76 37310.000 37300.00 426.13 3.09 4.27 395.50 1059.78 8906.15 11740.46 37310.000 46103.00 427.79 1.66 4.53 355.50 1074.74 8902.25 11743.73 37310.000 93803.00 435.06 7.86 5.73 3'45.50 2065.79 8700.00 11749.04 28JAN94 14:07:32 0A .E 12 SECNO 4 CMSE1 0IF4SP VCH °1MIN TOPMIO SSTA cNOST 37350.000 8000.00 418.65 .90 1.99 394.20 2133.96 8703.00 11716.22 37350.000 21600.00 422.55 3.70 2.53 39..20 3019.78 8700.30 11719.75 * 37350.000 37300.00 42o.32 3.78 2.51 394. 20 3023.42 8700.00 11723.42 * 37350.0)0 46100.00 .23.02 1.70 2.55 394.20 3025.06 8700.00 11725.06 * 37350.000 93800.00 435.96 7.96 2.76 394.20 3032.72 8700.30 11732.72 * 42860.000 8600.00 420.14 .00 3.41 395.30 1559.21 10081.75 11959.07 * 42860.000 21600.00 423.74 3.60 3.19 395.30 2776.85 9800.00 12576.35 * 42860.000 37300.00 427.11 3.37 1.38 393.30 2806.66 9803.00 12606.56 * 42860.000 40100.70 428.73 1.61 2.63 395.30 2820.91 980).00 1252).91 * 42860.000 93800.00 435.45 7.73 2.79 395.30 2889.16. 9800.00 1.589.16 42930.000 8000.00 420.18 .00 4.30 395.00 159.73 11809.59 11475.32 * 42930.000 21600.00 423.74 3.56 4.39 345.90 2514.67 9809.00 12559.51 * 42930.000 37300.00 427.15 3.41 _.90 395.00 2774.28 9800.0C 12594.32 42930.000 46100.00 428.76 1.01 2.09 395.00 2910.33 9800.00 1261).53 42930.000 93600.00 430.47 7.71 1.58 395.00 2888.56 9800.00 12693.56 42990.000 8600.00 .20.28 .70 4.27 395.00 160.16 11809.32 11975.48 42990.000 21609.00 423.36 3.58 4.71 595.70 2523.85 9800.00 12380.76 42990.000 37300.00 427.21 3.35 2.76 395.39 2778.56 9800.00 1259..50 42990.030 46100.00 425.20 1.50 2.07 395.)C 2810.81 9903.00 12514.31 42990.000 93300.00 436.48 7.58 1.!7 395.00 2988.74 9600.00 125t3.74 43010.000 8600.00 420.50 .00 3.10 395.30 2174.64 10052.40 12341.26 • 43010.000 21600.00 424.07 3.57 2.85 391.30 2779.78 9800.00 12579.78 * 43010.000 37300.00 427.25 3.18 2.70 393.30 2807.85 990).00 12607.95 * 43010.000 46100.00 428.33 1.59 2.67 39,.30 2321.79 9800.00 12021.79 43010.000 93800.00 436.51 7.67 2.64 395.30 2889.57 9300.00 12559.57 * 44000.000 8600.00 420.63 .00 1.76 393.40 984.46 9265.67 11445.58 44000.000 2160).00 424.55 3.52 2.90 393.40 2310.91 9252.39 12903.70 44000.000 3730).90 427.47 3.12 3.23 393.40 2752.88 9247.12 12000.10 44000.000 46103.00 427.u3 1.56 3.27 3 2755.52 9244.48 12000.00 44000.000 93800.00 436.54 7.60 3.26 393.40 2758.00 9242.00 12000.00 • 44150.000 8603.00 420.45 .00 6.89 411.30 709.53 9267.62 10893.58 * 44150.000 21600.00 424.54 3.69 5.33 411.30 2527.84 8665.39 12000.00 44150.000 37300.00 427.52 3.18 4.38 411.30 3399.23 8584.32 12000.30 44150.000 46100.00 429.08 1.57 4.10 411.30 3409.89 8577.52 12000.00 44150.000 93300.00 436.68 7.50 5.54 411.30 3504.66 8493.34 12000.00 * 44250.000 8600.00 421.14 .00 3.21 347.60 1110.85 9264.46 11377.76 44250.000 2160).00 424.52 3.38 3.95 397.60 2563.39 8659.99 12000.70 44250.000 37300.00 427.59 3.u8 5.56 597.60 3398.31 8583.98 1h003.J0 44250.000 46100.00 429.14 1.55 5.39 397.60 3410.39 8577.23 14300.10 44250.000 73303.00 436.71 7.57 ?.95 397.50 3504.73 8495.27 12007.00 28JAN92 14:07 :32 PAE 13 SECNO 3 CWSEL CIFUSP 4CH FL1IN TOPMIO SSTA cNOS1 * 48500.000 8603.30 442.59 .00 2.07 394.30 3383.21 8185.72 11603.33 * 48500.000 21600.00 445.79 3.21 2.29 394.90 3437.04 8151.51 11606.21 * 48500.000 37303.00 425.56 2.77 2.44 394.50 3469.03 8141.82 11510.35 48500.000 .6100.30 429.1 1.42 2.48 394.30 3476.41 8135.63 11013.24 48500.000 93803.00 437.20 7.22 2.51 394.30 3513.45 8111.35 11525.30 48560.000 8500.00 422.59 .00 2.55 395.20 1360.44 8744.30 11120.32 * 48560.000 2160).30 425.77 3.19 3.66 395.20 1475.00 8744.00 11187.30 * 48560.000 37303.00 426.52 2.74 4.81 395.20 1495.00 874..00 111b7.)0 * 48560.000 .6100.00 429.13 1.41 5.15 395.20 1600.00 8744.30 11167.)C * 48560.000 93800.00 437.19 7.26 3.99 395.20 4202.37 7423.o3 11620.30 48640.000 8603.00 422.62 .30 2.53 395.20 1362.43 8744.00 11122.37 48640.000 21603.00 425.33 3.21 3.64 395.20 1475.00 8744.30 11187.30 48640.000 37300.00 423.59 2.76 4.99 595.20 1495.00 8744.3u 11167.00 48640.000 46100.00 430.1[ 1.53 5.15 395.20 1600.00 8744.00 11187.)0 48640.000 93300.00 437.34 7.22 3.89 395.20 4207.46 7414.54 11626.30 48700.000 8600.00 422.69 .00 1.90 394.30 3330.48 8174.30 11536.74 * 48730.000 21600.00 445. 3.27 2.07 394.80 3381.95 8150.94 11549.33 * 48700.000 37300.00 423.11 2.65 2.18 394.30 3420.28 8140.90 11561.23 * 48700.000 46103.00 410.37 1.57 2.18 394.30 3460.64 8135.47 11596.11 * 48700.000 93800.00 437.45 7.08 1.27 394.30 3515.34 8110.66 11626.00 55300.000 8400.00 423.84 .00 1.55 397.70 3585.38 7203.30 10)54.44 55300.000 22000.00 427.01 3.17 1.75 397.70 4111.60 7200.30 11311.50 55300.000 36900.00 429.76 2.75 1.90 347.70 4124.80 7200.30 11324.10 55300.000 45200.00 431.24 1.48 1.80 397.70 4131.95 7200.00 11331.45 55300.030 87400.00 438.10 6.36 1.81 397.70 4150.00 7200.00 11350.00 * 57890.000 8400.00 424.c1 .00 2.85 400.00 1364.45 1850.00 5176.60 * 57890.000 22003.30 47.67 5.06 2.77 400.30 3026.32 1850.00 5224.32 * 57890.000 36900.00 430.27 2.60 2.53 .00.00 3383.09 1350.00 0233.3 * 57890.000 45200.00 431.66 1.41 2.41 400.00 3394.10 1850.00 5244.10 57890.000 87400.00 438.35 6.67 2.12 400.30 3420.00 1850.00 5270.30 58650.000 8400.00 425.32 .00 3.39 400.00 1232.07 3200.00 5246.96 58650.000 22000.00 428._9 2.97 3.73 40).00 2035.90 3200.30 5255.37 * 58650.000 36900.00 430.09 2.40 3.55 400.00 2066.39 3200.00 5265.39 * 586,0.000 45203.00 432.02 1.33 3.43 400.00 2076.75 3203.00 5276.75 * 58650.000 87400.00 438.51 6.49 3.10 400.00 2100.00 3200.00 5300.30 59170.000 8400.00 425.92 .00 3.33 403.90 1168.35 7000.00 8400.00 59170.000 22000.00 423.34 2.92 3.78 403.90 1400.00 7000.00 8400.30 59170.000 36900.00 431.14 2.27 3.95 403.90 1400.00 7000.00 8.00.30 59170.000 45200.00 432.37 1.26 3.94 403.10 1400.00 7000.30 840..)0 59170.000 37400.00 438.65 6.28 3.78 400.90 1400.00 7000.00 8400.30 28JAN92 14:07 :52 SASE 14 SECNO 3 CNSEL DIFWSP VCM ELMIN TOPUID SSTA ENOST 59215.000 8400.70 425. .00 3.18 460.90 986.27 7000.00 8710.27 59215.000 22000.30 429.86 Z.88 4.40 403.90 992.67 700).00 8022.57 59215.000 36900.00 431.11 2.25 5.10 407.90 997.57 7000.00 8J27.t7 59215.000 45203.00 432.30 1.25 5.28 407.90 1300.44 7000.00 8030.44 59215.000 87400.00 433.60 0.24 5.58 403.90 1014.29 7000.00 8J44.29 59216.000 8400.00 425.4d .00 3.17 407.90 986.28 7000.30 8316.28 59216.030 22000.00 429.36 2.38 4.40 40:.90 992.68 7000.30 8)22.68 59210.030 36900.00 431.11 2.25 5.10 40).90 997.68 7000.00 tJ27.68 59216.000 45200.00 432.36 1.25 5.28 400.90 1000.44 7000.00 bJ3 59216.000 37400.00 438.50 6.24 5.58 40).90 1014.29 7000.00 8J4..29 59314.000 8403.00 426.04 .00 3.13 403.90 986.41 7000.00 dj1d.41 59314.000 22000.00 428.95 2.91 4.33 400.90 992.87 7000.00 8722.37 59314.000 36900.00 431.c2 2.27 5.02 40).90 997.90 7000.00 8727. 59314.000 45200.00 432.47 1.25 5.21 400.90 1000.67 7000.00 8030.)7 59314.000 87403.00 438.69 6.22 5.54 400.90 1014.48 7000.00 8344.48 59315.000 8400.00 426.04 .00 3.12 407.90 986.42 7000.00 8016.42 59315.000 22000.00 428.95 2.91 4.32 407.4U 992.39 7000.00 c022.19 59315.000 36900.00 431.22 2.27 5.02 40).90 997.92 7000.00 o327.92 59315.000 45203.00 432.47 1.25 5.21 40).90 1000.68 7000.00 803,..53 59315.000 87400.00 438.69 5.22 5.54 400.90 1014.50 7000.00 8J44.50 59320.000 8403.00 420.06 .00 2.31 400.90 1026.39 7026.81 8353.19 59320.000 22000.00 443.96 2.90 4.14 40).90 1043.75 7013.13 9761.97 59320.000 36900.00 431.22 2.26 5.04 400.90 1057.36 7011.32 370_.65 59320.000 45200.00 432.47 1.24 5.35 400.90 1064.83 7007.18 8372.42 59320.000 87403.00 438.70 6.23 6.07 40j.90 1181.00 6899.00 8380.30 * 59800.000 8400.00 426.18 .00 1.23 400.30 1174.59 6925.95 8100.53 * 59800.000 22003.00 429.17 2.99 [.56 400.00 1192.34 6917.16 0109.50 * 59800.000 36900.00 431.49 2.32 3.58 409.30 1206.12 6910.34 8110.46 * 59800.000 45203.00 432.74 1.26 4.16 400.00 1213.58 690o.65 8123.22 * 59800.000 87403.00 438.94 5.20 5.67 400.00 1327.00 6800.00 81.7.00 * 60500.000 8400.0G 426.20 .00 .66 400.00 1654.80 5750.Ju 7404.10 * 60500.000 22000.00 429.-6 3.06 1.45 400.00 1667.03 5753.00 7417.03 * 60500.000 36900.00 431.05 2..0 2.11 400.00 1676.62 5750.30 7.26.62 * 60500.000 45203.00 432. 1.29 2.42 403.30 1681.79 5750.00 7.31.79 * 60500.000 37400.00 439.27 6.32 3.45 400.00 1690.00 5750.30 7440.70 * 61500.000 8400.00 425.21 .00 .37 400.00 966.64 747.14 1713.77 * 61500.000 22000.00 429.29 3.08 .85 400.00 1177.55 734.35 1912.40 * 61500.000 36900.00 431.71 2.43 1.31 400.00 1194.64 725.14 1919.73 61500.000 45200.00 433.02 1.31 1.53 400.00 1203.85 719.91 1 61500.000 37400.00 439.38 6.36 . 1.39 400.00 1248.65 694.47 1943.12 28JAN92 14:07 :I2 °A;E 15 SECNO 0 CWSEL DIFWSP VCM ELMIN TOPWID SSTA ENOST * 61830.000 6403.00 420.21 .30 .55 400.00 863.32 747.16 151).48 * 61830.000 22003.00 424.29 3.30 1.26 407.00 991.05 734.33 1725. * 61880.030 36907.00 431.71 2.42 1.91 400./0 1009.02 723.13 1733.15 * 61880.000 45200.00 433.12 1.31 2.22 400.00 1017.17 714.40 1737.37 * 61660.000 87400.00 439.36 6.35 3.41 400.00 1061.55 694.54 1756.79 62100.000 8400.00 426.21 .00 .75 400.00 827.97 835.16 1063.13 62100.000 22000.00 4,9.28 3.08 1.57 400.30 996.02 822.35 1313.17 62100.000 36903.30 431.70 2.42 2.49 400.0C 1012.97 813.16 132 ^.13 62100.000 45203.00 433.71 1.30 2.98 400.00 1022.11 307.94 133/.15 62100.000 67403.00 437.35 6.34 4.25 400.00 1066.46 782.59 1349.18 * 62350.000 8400.00 42o.21 .00 .47 400.00 922.52 1174.67 210).30 * 62350.000 22003.00 429.31 3.10 1.08 400.00 945.92 1174.79 2127.71 * 62350.000 36400.00 »31.77 2.46 1.55 400.,10 961.57 1173.93 2132.50 * 62350.000 45203.00 433.09 1.12 1.92 400.00 969.99 1163.85 2133.35 * 62350.000 87400.00 437.51 6.42 3.01 400.00 1010.87 1153.77 2169.64 62950.000 8300.00 426.22 .00 .49 400.00 1106.53 1)83.35 2194.57 62950.000 22100.00 429.32 3.11 1.14 400.00 1128.31 1074.0 12 07.32 62950.000 37103.00 431.79 2.46 1.72 400.00 1145.56 1071.62 2217.18 62950.000 45300.00 »33.11 1.33 1.99 400.30 1154.86 1067.63 222.40 62950.000 66700.00 439.50 6.44 3.01 400.00 1199.89 1043.33 2243.22 * 63750.000 8300.00 428.22 .00 .77 400.00 900.77 1155.07 2183.56 * 63750.000 2210).00 429.32 3.11 1.73 400.30 1196.36 996.02 2192.93 * 63750.000 37100.00 431.79 2.46 2.55 407.00 1211.03 989.33 2_0/.36 * 63750.000 45303.00 433.12 1.33 2.91 400.00 1218.95 985.40 2204.35 * 63750.000 86703.00 439.56 0.45 4.13 400.00 1257.39 960.29 2223.59 63920.000 8303.00 426.22 .00 .56 400.00 849.11 1371.92 2345.42 63920.000 22100.00 429.32 3.11 1.93 400.00 1185.04 1162.02 241.93 63920.000 37103.00 431.79 2.47 2.93 400.00 1263.76 1154.61 2413.39 63920.000 45303.00 433.12 1.33 3.21 403.30 1271.76 1157.62 2 »22.39 63920.000 86700.00 439.57 o.45 4.49 400.00 1310.45 1131.27 2441.73 64450.000 8300.00 426.22 .00 .91 400.00 1341.95 1393.14 2541.67 64450.000 22100.00 8.29.37 3.14 1.88 .00.00 1779.06 1072.01 2851.37 64450.000 37103.00 431.99 2.52 2.59 400.70 1794.24 1004.41 2855.55 64450.000 45303.00 433.24 1.35 2.57 401.00 1802.38 106).34 4362.71 64450.000 88703.00 439.79 6.55 5.72 400.00 1841.71 1040.64 2182.36 * 64820.000 8300.00 426.16 .00 3.44 400.00 564.38 10700.00 12 77.86 * 64820.000 22103.00 429.21 3.06 5.01 400.00 2100.00 10700.00 12903.00 * 64820.000 37103.00 431.76 2.57 5.64 400.00 2100.00 10700.00 12300.30 * 64620.000 45303.00 433.17 1.39 6.69 400.00 2100.00 1070 12300.10 * 64820.000 86703.00 439.30 5.63 5.58 400.00 2100.00 10700.00 12300.10 28JAN92 14:07 :32 PAGE 15 SECNO 3 Cw.EL DIF4SP VCM tLMIN TOPUID SSTA =NJST 64900.000 8300.00 426.20 .00 3.46 400.00 455.59 1360.94 2771.25 64900.000 Z210).00 419.40 3.20 5.59 400.00 1745.08 1213.81 2903.39 64900.000 37100.00 431.97 2.57 5.01 400.00 1796.43 1211.10 3007.54 64900.000 4530).00 433.34 1.37 5.02 403.00 1805.74 1207.01 3.12.76 64900.000 36700.00 439.99 6.55 5.87 400.00 1850.39 1187.40 3037.79 65000.000 8303.70 425.25 .00 3.48 400.00 464.74 1360.33 2774.77 65000.000 22100.00 42.9.56 3.31 5.43 400.30 1696.34 1213.66 2978.48 65000.000 37100.00 432.12 2.56 5.91 403.10 1732.00 1212.5c 3)03.12 65000.000 45303.00 .33.47 1.35 5.61 403.00 1740.60 120 313.28 65000.000 86707.00 439.98 6.50 5.59 400.00 1781.98 1193.71 3339.13 65300.000 8300.00 426.42 .00 3.41 400.00 509.89 1359.66 2785.40 65300.000 22107.00 4'G.00 3.38 4.99 400.00 1718.48 1217.60 3300.0 65300.000 3710).00 412.53 2.52 5.46 40).00 1734.55 1211.56 300 65300.000 45300.00 433.84 1.31 5.53 400.00 1742.90 1203.41 3)14.57 65300.000 86700.00 440.21 0.38 5.48 400.00 1783.49 1193.14 333'.)3 65400.000 8300.00 425.48 .00 3.36 400.30 539.06 1359.80 2789.75 65400.000 22100.00 430.11 3.62 4.90 400.00 1783.76 1215.07 3000.43 65400.000 37103.00 432.61 1.51 5.46 400.00 1800.61 1209.10 3009.99 65400.000 45300.00 433.92 1.31 5.58 400.00 1809.71 1205.27 3J14. 65400.000 86707.00 440.27 6.35 5.70 400.00 1852.97 1185.26 3334.24 67180.000 8600.00 427.48 .30 2.87 402.00 238.88 3357.55 3396.43 67180.000 22100.07 431.73 4.24 4.18 402.00 1950.00 2050.00 4000.30 67180.000 36703.00 434.18 c.45 4.33 47).30 1950.00 2050.00 4J00.)0 67180.000 44900.00 435.38 1.21 4.34 402.00 1950.00 2050.00 4300.)0 67180.000 80500.00 441.26 5.37 4.16 402.70 1950.00 2050.00 4000.00 67880.000 8600.00 429.02 .00 3.38 393.00 1034.09 4571.39 6000.30 * 67880.0)0 22100.00 432.30 4.29 2.85 3 1398.13 4101.87 6000.30 67880.000 36700.00 434.65 2.35 3.05 394.00 1912.94 4087.16 6000.30 67830.000 44903.00 435.9: 1.17 3.14 398.00 1920.14 4079.86 6000.00 67880.000 86500.00 441.54 5.72 3.24 393.00 1940.00 4060.00 5000.)0 * 67980.000 8603.00 428.08 .00 3.58 393.00 990.96 1592.50 2224.50 67980.000 22100.00 432.31 4.24 4.11 391.00 1292.53 1573.73 2938.27 67980.000 36700.00 434.56 2.35 4.63 393.00 1307.90 1571.10 2945.90 67980.000 44900.00 435.32 1.16 4.80 395.00 1315.36 1567.32 2944.08 * 67980.000 86500.0C 441.49 5.67 6.35 398.00 1403.00 1557.uO 2960.J0 68080.000 8000.00 428.13 .00 3.55 5 999.06 1592.32 2924.58 68080.000 22100.00 432.37 4.24 4.08 393.00 1292.87 1573.57 2934.43 68030.000 36700.00 434.73 2.36 4.59 504.30 1308.19 1570.90 1945.10 68080.000 44903.00 435.89 1.17 4.76 393.30 1315.76 1567.12 1949.38 68080.000 86503.00 441.68 5.79 5.35 398.0G 1403.00 1557.00 2960.30 28JAN92 14:07:32 SA,E 17 SECNO 0 CWS €L CIFWSP VCH ELMIN TOPWID SSTA ENDST 68180.000 8503.00 423.18 .70 3.62 393.00 639.79 4559.25 5944.75 68180.000 22103.00 432.46 4.27 3.54 3 ;3.J0 1879.10 4100.90 5980.70 68130.000 36700.00 434.35 2.40 3.97 399.00 1994.10 4085.90 5950.70 68130.000 44900.00 436.04 1.18 3.97 399.00 1901.48 4073.51 5780.30 * 68180.000 86500.00 442.03 5.99 3.98 393.00 1920.00 4060.00 5960.30 * 68350.000 8600.00 425.34 .00 3.91 402.00 270.46 2613.33 2939.20 * 68350.000 22107.00 432.55 4.22 3.98 40:.90 2207.67 1022.33 3230.10 68350.000 3670).00 434.90 2.41 5.67 402.00 2214.99 1015.11 3230.30 68350.000 44900.00 435.14 1.18 3.52 402.00 2218.44 1011.56 3233.30 68350.000 86500.00 442.11 5.97 3.31 402.00 2230.00 1000.00 3230.30 68600.000 8600.00 428.67 .00 3.93 402.00 338.33 2404.95 2743 .28 68600.000 22100.00 432.75 4.08 3.93 40,.70 2365.26 1021.74 3390.70 66600.000 3670).00 435.10 2.35 3.73 402.30 2375.29 1014.71 3390.)0 68600.000 4490u.00 436.27 1.17 5.66 402.00 2378.91 1011.19 3393..50 68600.000 86507.70 442.19 5.92 3.27 402.00 2390.00 1000.00 339 69480.000 8600.00 429.62 .00 3.37 393.00 895.71 1033.46 2352.32 69460.000 22107.00 433.41 3.79 3.59 393.00 1999.09 1023.96 3411.30 69480.000 36700.00 435.50 2.19 3.63 340.00 2395.17 1025.50 341_.57 69480.000 44900.00 436.71 1.11 3.57 398.00 2401.65 102 3 +22.37 69480.000 86503.00 442.43 5.72 3.11 398.70 2435.02 1005.42 3441.44 * 71280.000 8600.00 430.53 .00 1.93 400.50 1852.79 11037.33 13000.30 * 71230.000 22103.00 434.30 3.76 2.28 400.50 3000.00 10000.00 13303.30 * 71280.000 36700.00 436.46 2.17 2.45 400.50 3000.00 10000.00 13300.00 * 71250.000 44903.00 437.54 1.07 2.51 400.50 3000.00 10000.00 13000.30 71280.000 86500.00 442.49 5.46 2.46 400.50 3000.00 10000.00 13000.30 * 72920.000 8607.00 430.76 .J0 1.32 404.00 2792.92 947.73 4202.52 * 72920.030 22100.00 434.52 3.7t 1.66 403.00 3273.63 930.44 4215.77 * 72920.000 36703.00 436.71 2.18 1.97 401.00 3292.47 929.66 422,.35 * 72920.000 44900.00 437.78 1.73 2.10 403.00 3299.28 926.65 422).44 * 72920.000 86500.00 443.10 5.42 2.37 403.00 3333.60 910.40 4244.00 75620.000 8600.00 430.90 .00 1.31 403.00 1861.49 8506.95 11502..1 75620.000 22103.00 434.56 3.76 1.61 406.00 3116.65 8495.77 11512.43 75620.000 36703.00 436.96 2.20 1.86 403.00 3129.07 8489.22 11015.20 75620.000 44900.00 437.94 1.08 1.96 404.00 3135.16 8485.31 11521.17 75620.000 116503.00 443.33 5.39 2.14 403.00 3165.58 8469.97 11535.55 77490.000 9200.00 431.06 .00 1.11 407.50 600.70 7502.25 9693.19 77490.000 22300.00 434.83 3.77 1.61 407.50 2990.54 7493.32 10716.99 77440.000 36500.00 437.04 2.21 1.95 407.50 3237.78 7484.13 10721.91 77490.000 44600.00 438.12 1.08 1.93 407.50 3243.50 7480.86 10724.56 77490.000 86200.00 443.47 5.35 2.00 407.50 3271.83 7464.67 10736.50 28JAN92 14:07:52 oaGE 13 SECNO 0 Cw3EL CIFWSP VCM ELMIN TOPWIO SSTA EN ?ST 80970.000 9200.00 431.34 .00 1.41 408. 513.26 303.58 1702.)5 80970.000 22300.00 435.26 3.92 ?.06 401.00 3404.53 33.32 3561.)2 80970.000 36500.00 437.49 2.23 2.24 403.00 3644.72 26.14 3571.16 80970.000 44500.00 413.50 1.07 2.29 403.00 3652.73 22.64 3675.37 80970.000 86200.00 443.78 5.23 2.23 435.00 3691.93 5.70 3598.53 83400.000 7300.00 431.56 .00 .91 413.00 892.56 9995.69 13345.09 83400.000 22400.00 435.60 4.10 1.25 41).00 3062.61 9983.42 13560.72 83400.000 36500.00 437.39 2.23 1.43 410.JC 3947.18 9919.75 13866.92 83400.000 44200.00 433.95 1.06 1.48 10.00 3953.05 9915.61 13369.36 83400.000 84300.00 444.07 5.12 1.57 410.00 3981.51 9902.58 1388..)9 84750.000 7300.00 431.53 .00 .76 412.30 917.97 1037.46 5135.37 84750.000 22400.00 435.30 4.17 1.22 412.00 1531.56 1027.15 517J.15 84750.000 36500.00 438.07 2.26 1.42 412.00 3822.30 102).47 5176.20 84750.000 44200.00 439.13 1.06 1.46 412.00 4161.69 1017.34 5179.03 84750.000 84303.00 444.22 5.09 1.52 412.00 4190.37 1002.28 519.56 * 85000.000 7300.00 431.54 .00 1.26 .12.00 681.83 1145.27 5135.44 * 85000.000 22403.00 433.79 4.15 2.04 412.00 1113.66 1103.06 5170.11 * 85000.000 36500.00 .33.10 2.31 2.23 41.00 3975.43 883.00 5175.30 * 85000.000 44203.00 419.17 1.07 2.19 414.30 4299.13 88).00 5174.13 85000.000 84300.00 444.26 5.09 2.08 412.30 4312.73 880.30 5192.73 * 86560.000 7300.00 431.78 .00 .99 413.01j 1797.30 2161.11 7100.30 * 86560.000 22400.00 .35.09 4.31 1.24 410.30 2521.43 2099.13 7100.30 * 66560.000 36503.30 439.35 2.26 1.49 410.00 3225.52 2022.11 7100.30 * 86560.000 44200.00 434.40 1.05 1.50 410.30 3447.90 2013.71 7100.)0 * 86560.000 84300.00 .44.41 5.02 1.88 410.00 3470.27 2000.00 7103.30 * 87530.000 7500.00 431.81 .30 3.27 410.00 424.75 2221.25 5230.16 * 87530.000 24407.00 430.34 4.24 5.80 410.00 1733.37 2091.70 7392.51 * 87530.000 39900.00 438.37 -.33 5.90 410.00 2137.50 2029.79 7603.25 * 87530.000 48600.00 439.44 1.37 5.54 41).00 2284.05 2020.29 7503.71 * 87530.000 91200.00 444.48 5.04 3.16 410.00 3477.55 2)00.00 7620.10 87800.000 7500.00 431.97 .00 2.62 410.00 306.16 1220.41 4)39.36 87800.000 24400.00 435.30 4.33 5.65 410.00 916.44 1125.43 6340.30 87800.000 39900.00 433.52 2.21 5.86 410.00 1580.03 1089.55 8450.00 87800.000 48600.00 439.55 1.03 7.16 410.30 1592.73 1089.o5 6460.00 87800.000 91200.00 444.49 4.94 7.08 410.30 1691.22 108..36 6483.)0 87869.000 7500.00 432.00 .00 2.71 410.70 346.77 1997.81 6980.15 87809.000 24403.00 436.40 4.40 5.68 410.00 788.73 1907.08 7055.79 * 87869.000 39900.00 433.53 2.23 7.22 410.00 842.31 1882.53 7062.40 * 87869.000 48000.00 439.65 1.02 7.89 410.00 858.03 1879.99 7)64.95 * 87809.000 91200.00 444.5, 4.96 9.23 410.00 1703.64 1862.94 7489.43 28JAN92 14 :07:52 'AGE 19 SECNO ;1 CWSEL OIFWSP VCM ELMIN TOPWIO SSTA ENOST 87870.000 7500.00 432.00 .00 2.78 410.00 346.64 1997.87 698).15 87870.000 24400.00 436.40 4.40 5.74 41).00 788.98 1905.95 7)55.32 87870.000 3990).00 433.53 2.23 7.25 410.00 842.34 1882.52 7J82.41 87870.000 48600.00 439.66 1.03 7.90 410.00 859.19 1879.97 7J64.98 * 87870.000 91200.00 444.51 4.35 9.42 410.00 1703.52 1862.98 7.09.73 87960.000 7500.00 432.07 .00 2.76 410.00 349.95 1996.33 690.25 87960.000 24400.00 436.70 4.63 5.54 411.0C 797.01 1902.74 7)57.36 87960.000 39900.00 439.09 2.39 5.89 410.)0 849.40 1881.39 7003.56 87960.000 48500.00 440.19 1.10 7.47 410.00 866.40 1373.64 7066.31 87960.000 91200.00 445.43 5.24 7.63 410.00 1728.57 1955.53 7.69.94 87961.000 7500.00 432.98 .00 2.70 410.10 350.28 1995.18 808�.27 87961.000 24400.00 436.71 4.53 5.48 .10.00 797.08 1902.70 7)57.36 87961.000 3990).00 439.09 2.39 5.87 410.00 849.45 1981.38 7)63.56 87961.000 48600.00 440.1 1.10 7.46 410.00 366.45 1873.64 7)60.32 * 87981.000 91200.00 446.06 5.87 7.82 413.)0 1746.24 185).28 7409.95 88000.000 750).00 432.09 .00 3.01 410.00 288.69 1223.77 4J05.25 88000.000 2440).00 .35.75 4.66 5.06 410.)0 584.26 1J75.93 0310.50 88000.00C 39900.00 439.16 2.41 7.42 410.30 774.32 1075.75 031).37 88000.000 48600.00 440.28 1.12 7.91 410.00 1568.45 1075.07 0500.00 88000.000 9120.00 446.31 6.03 7.39 41).00 1608.38 1075.13 60).00 88030.000 7500.00 432.13 .00 2.36 410.)0 363.39 6017.06 11)32.92 88030.000 24400.00 436.86 4.73 5. '85 419.00 787.85 593,.72 1110.1.22 88030.000 39903.00 439.30 2.44 7.28 410.7,0 833.49 5925.43 11103.35 88030.030 48600.00 443.42 1.12 7.64 410.30 1565.19 5921.49 114.7.10 88030.000 91200.00 446.41 5.99 7.29 410.00 1675.04 590).42 11477.)5 88050.000 7500.00 432.14 .00 2.86 41).)0 364.68 6017.24 11)33.45 89050.000 24403.00 436.0 4.76 5.32 410.00 788.93 5935.51 11100.23 88050.000 39900.0G 419.30 2.46 7.23 41,00 934.36 5925.22 1110).36 88050.000 48603.00 440.50 1.13 7.78 410.30 1566.44 5921.25 11447.44 88050.000 91200.00 446.46 5.96 7.25 410.00 1675.84 590).26 11477.27 88150.000 7500.00 432.21 .00 2.51 410.00 332.46 1212.51 6210.54 88150.000 2440).00 437.17 4.95 5.37 410.00 1285.40 1112.51 640).29 88150.000 39900.00 437.83 2.66 5.29 410.00 1350.30 110).00 040..96 88150.000 4860).00 441.05 1.22 6.59 410.00 2618.78 1100.00 oivo.52 88150.000 91200.00 446.83 5.79 6.43 410.00 2632.96 1100.00 6393.42 89050.000 7503.00 432.76 .00 2.61 419.00 552.53 1852.63 5,55.17 * 89050.000 24400.00 438.64 5.33 3.27 410.00 4798.13 1485.29 7)34.53 * 89050.000 3940).00 441.21 2.58 2.32 41).00 5616.15 1004.39 7)73.17 * 89050.000 48800.00 442.35 1.14 2.68 410.50 5634.50 1005.82 709).26 * 89050.000 9110).00 447.63 5.28 2.25 410.00 5681.76 1001.19 7130.00 28JAN92 14:07:32 PAGE 2) SECNO 0 CWSEL OIFWSP VCM ELMIN TOPWIO SSTA ENJST 90000.000 7500.00 433.72 .00 3.18 407.60 252.98 9467.94 972).91 * 90000.000 24407.00 439.58 5.87 5.12 409.60 1857.60 3803.00 10706.96 * 90000.000 39900.00 441.78 2.19 5.29 409.60 2685.75 3800.00 10730.53 * 90000.000 48600.00 442.61 1.04 5.23 409.60 3036.94 3800.00 10741.64 * 90000.000 91209.00 447.84 5.03 4.24 409.60 4476.19 3800.00 10765.30 * 90880.000 7500.00 434.02 .00 2.39 414.50 468.69 7777.51 8535.36 * 90880.000 24400.00 440.69 6.07 7.60 414.50 4442.85 1703.30 8507.58 * 90880.000 39900.00 442.71 2.02 2.70 414.50 4760.57 1703.30 6613.43 * 90860.000 48500.00 443.05 .95 2.74 414.50 4815.90 1700.00 0016.15 * 90860.000 91200.00 448.48 4.52 2.62 414.50 4996.91 1700.00 8620.30 92090.000 7500.30 435.14 .00 2.06 41u.oG 560.07 4675.38 9885.45 92090.000 24403.00 441.26 5.92 2.25 41). 5287.97 2201.75 9714.60 92090.000 39900.OG 443.21 1.75 2.28 41).50 6223.31 1700.00 9927.35 92090.000 48603.00 444.13 .91 2.50 413.60 6350.12 1700.00 9734.35 92070.000 71200.00 448.58 4.45 2.15 410.60 6823.03 1703.00 9940.00 92300.000 7500.00 435.46 .00 2.23 415.10 515.90 7710.80 6604.04 92300.000 24400.00 441.3' 5.90 2.03 415.10 5904.00 300.00 6563.51 92330.000 39900.00 443.30 1.94 2.07 415.10 6127.19 300.00 6563.05 92300.000 48603.00 444.21 .91 7.10 415.10 6161.99 300.00 8592.13 92300.000 91203.00 443.63 4.42 2.06 415.10 6295.05 300.00 8500.30 93620.000 7500.90 436.37 .00 3.37 414.50 226.22 7613.49 8375.07 * 93620.000 24400.00 442.17 5.80 5.02 414.50 3397.63 1462.39 10144.42 * 93620.000 3990 444.12 1.96 5.03 414.50 5963.47 1348.76 10196.66 * 93620.000 48600.00 445.01 .39 4.65 414.50 7016.60 1000.00 10220.00 93620.000 71200.00 449.15 4.14 3.66 414.50 7617.12 1000.00 10220.70 * 93670.000 7500.30 438.25 .L0 3.42 431.00 311.02 7598.69 8445.13 * 93670.000 24400.00 442.36 4.10 4.68 431.00 3533.74 1451.27 10147.53 93670.000 39900.00 444.28 1.92 3.94 431.00 6263.29 1337.38 10203.74 93670.000 4860).00 445.13 .85 3.71 431.30 7038.71 1000.00 10220.00 93670.000 71203.00 449.18 4.05 2.89 431.00 7619.99 1000.00 10220.80 * 93730.000 7500.00 439.98 .00 2.58 414.50 417.50 7981.09 0754.66 93730.000 24403.00 442.45 2.46 6.07 414.50 2244.79 2275.07 8792.64 * 93760.000 39900.00 444.36 1.02 5.20 414.50 4639.01 1384.28 8799.19 * 93730.000 48603.00 445.21 .85 4.37 414.50 5481.20 1796.59 10420.00 * 93730.000 91200.00 447.21 4.00 2.07 414.50 8669.89 1111.16 10420.30 93760.000 7500.00 440.00 .00 7.57 414.50 418.97 7979.78 8784.73 93760.000 24403.00 442.61 2.67 5.75 414.50 2446.04 2166.62 8793.61 93760.000 39900.00 444.58 1.90 4.71 414.50 4891.05 1862.35 8799.'2 93760.000 48603.00 445.36 .78 4.11 414.50 5551.18 1784.29 1G420.30 93760.000 91200.00 449.24 3.99 2.06 414.50 8679.02 1107.10 10420. 18JAN92 14:07:32 PAGE 21 SECNO 0 CWSEL DIFUSP VCH ELMIN TOPWID SSTA ENDST * 93810.000 7500.00 440.00 .00 ?.30 414.50 1579.10 2264.28 8.82.55 * 93810.000 24400.00 443.12 3.07 3.57 414.50 4772.69 1400.78 10553.70 * 93810.000 39900.00 444.78 1.66 3.67 414.50 8091.25 1313.5u 10'01.77 * 93810.030 48600.00 445.51 .73 3.64 414.50 8455.15 1000.00 10930.30 * 93810.000 91200.00 449.30 3.79 2.93 414.50 9569.36 1000.00 10730.30 97570.000 7500.00 440.49 .00 1.02 423.00 4520.10 2027.26 9722.32 * 97570.000 24400.00 444.09 3.10 2.02 423.00 8893.57 877.33 9770.90 * 97570.000 39900.00 445.63 1.54 2.16 423.00 9128.76 931.06 v959.33 * 97570.000 48600.00 446.31 .68 2.24 423.00 9897.13 102.37 10700.30 97570.000 91200.00 449.76 3.45 2.26 423.00 10086.43 613.57 10700.)0 * 98450.000 7500.00 441.22 .00 2.30 426.00 2359.30 11191.59 15319.53 * 98450.000 24400.00 444.29 3.08 2.33 426.00 8911.52 9623.75 19323.75 98450.000 39900.00 445.62 1.53 ?.72 426.00 9442.72 9622.19 19324.80 98450.000 48600.00 .46.50 .68 2.74 425.00 9728.79 9619.28 19434.12 98450.000 91200.00 449.90 3.39 2.54 426.00 9995.27 9604.73 19500.30 99280.000 7500.00 441.56 .30 2.52 428.00 2313.50 686.88 9.70.04 99280.000 24403.00 444.53 2.97 2.72 428.30 8350.57 627.39 9473.43 99260.000 39907.30 446.10 1.47 _.72 4,3.30 8673.27 597.91 9497.53 99280.000 4800).00 445.77 .07 2.77 421.00 8939.11 564.5o 9600.30 99260.000 91200.00 450.38 3.30 2.67 428.00 9081.51 518.49 9003.30 100040.000 7500.00 442.C7 .00 2.36 428.30 3457.73 1154.10 7735.)0 100040.000 24403.00 444.95 2.69 2.46 4Z8.30 8069.30 1025.39 9739.31 100040.300 39900.00 446.40 1.44 2.50 423.30 8273.90 1019.74 9755.'3 100040.00Q 48600.00 447.36 .66 2.63 423.30 8602.72 1015.1 9782.77 100040.000 91200.00 453.28 3.22 2.63 423.30 8896.92 1003.07 9700.00 * 103060.000 970).00 444.46 .00 4.53 430.00 2763.56 3357.32 9457.59 * 103060.000 29103.00 446.74 2.27 5.14 430.00 6294.54 1214.63 9933.54 * 103060.000 44700.00 447.90 1.16 4.35 430.00 8408.41 1152.40 10112.35 * 103060.000 52800.00 443.45 .55 4.66 430.00 8748.47 1143.01 1C163.10 * 103050.000 97500.00 451.18 2.73 4.01 430.00 9225.68 1044.39 10270.37 106080.000 7500.00 447.71 .00 2.54 420.00 4219.22 2287.20 8300.30 106080.000 2090).00 449.76 2.04 2.78 420.00 4781.88 2261.25 8300.30 106080.000 31703.30 450.69 .93 5.07 420.00 5652.77 1384.64 8300.30 106080.000 37400.00 451.39 .40 3.20 420.00 6071.73 1352.60 8300.30 * 106060.000 69000.00 453.94 1.95 5.57 420.00 6990.15 1196.83 8300.10 * 110580.000 7500.00 448.64 .00 1.07 424.30 6305.23 5276.19 11429.36 * 110580.000 20900.00 451.83 2.19 1.39 424.00 7151.67 4600.00 11930.30 * 110580.000 31700.00 451.91 1.08 1.59 42..)0 7330.00 4600.00 11933.)0 * 110580.000 37403.00 452.38 .47 1.69 4 9 4.00 T330.00 4600.00 11430.30 * 110580.000 09000.00 454.52 2.14 2.08 424.00 7330.00 4600.00 11930.30 28JAN92 14:07 :32 PAGE 2? SECNO 0 .CWSEL DIFa$P VCM ELMIN TOPNID SSTA ENLIST 110720.000 7500.00 443.65 .00 1.17 425.40 3146.38 2949.78 10)76.36 110720.000 20900.00 450.85 2.20 1.82 420.40 6316.75 2313.00 10080.00 110720.000 31700.00 451.93 1.08 2.07 425.40 6884.58 2313.00 10030.00 110720.000 37407.00 452.40 .47 2.18 426.40 6955.00 2313.00 10080. 1 0 110720.000 69003.00 454.55 2.14 2.58 420.40 7274.63 2313.00 10030.00 110750.000 7500.00 446.65 .00 1.17 425.40 3149.96 2949.29 10075.57 110750.000 20903.00 450.16 2.20 1.52 42).40 6319.69 2313.00 10080.00 110750.000 3170).00 451.94 1.38 2.07 425.40 6885.61 2313.00 10050.00 110750.000 37400.00 452.41 .47 2.17 426.40 6956.09 2313.00 10030.00 110750.000 69000.00 454.56 2.14 2.58 426.40 7275.89 2313.00 10330.30 110790.000 7500.00 449.66 .00 1.51 425.40 1280.67 5164.11 11751.47 * 110790.000 20900.00 450.84 2.18 2.92 425.40 1335.21 5153.76 11756.31 * 1107)0.000 31700.00 451.90 1.06 3.82 420.40 1359.21 5156.10 11753.56 * 110790.000 3740).00 452.35 .46 4.25 426.40 1369.56 5155.03 11759.57 * 110790.000 69003.00 454.40 2.04 6.22 426.40 1417.75 5150.01 11764.22 110910.000 7500.00 448.69 .00 1.50 426.40 1281.48 5164.06 11751.51 110910.000 20900.00 450. 2.23 2.98 426.40 1337.07 5153.56 11756.40 110910.000 31700.00 452.02 1.10 3.76 425.40 1362.08 5155.84 11753.94 110910.000 37400.00 452.50 .48 4.17 426.40 1372.97 5154.66 11760.01 110910.000 69000.00 454.67 2.17 6.04 426.40 1429.28 5147.92 11754.32 110930.000 7500.90 449.68 .00 1.85 425.40 2301.81 3363.46 1041 110930.000 20700.00 450.47 2.29 2.77 425.40 6733.79 2451.00 10001.44 * 110930.000 31700.70 452.17 1.20 2.37 425.40 7698.44 2451.00 11204.30 * 110930.000 37407.00 452.70 .53 2.90 4e5.40 7796.60 2451.00 11204.00 * 110930.000 69000.00 455.16 2.46 2.24 426.40 8251.55 2451.00 11204.00 * 110980.000 7500.00 443.73 .00 1.07 424.00 6497.66 4142.91 11922.02 * 110930.000 20900.00 451.05 2.32 1.53 424.0 8558.98 3250.00 11930.00 * 110980.000 31700.00 452.23 1.18 1.47 424.00 8680.00 3250.00 11930.00 * 110980.000 37400.00 452.7o .53 1.54 424.00 8680.00 3250.00 11930.30 * 110980.000 6900).30 455.19 2.43 1.81 424.00 8680.00 3250.u0 11 113000.000 7500.00 448.97 .00 1.51 421.00 5128.97 4439.77 11177.09 113000.030 20900.00 451.25 2.38 2.26 021.00 7141.20 4400.00 11600.00 113000.000 31700.00 452.46 1.21 2.58 421.00 7200.00 4400.00 11000.00 113000.000 37400.00 452.99 .54 2.70 421.00 7200.00 4400.00 11500.00 113000.000 6900).00 455.45 2.46 3.16 421.00 7200.00 4400.00 11600.00 * 113090.000 7500.00 448.37 .30 1.66 421.00 586.23 4455.03 11365.74 * 113090.000 20900.00 451.17 2.30 3.77 421.00 780.34 4452.22 11056.43 * 113090.000 31700.00 452.30 1.13 5.07 421.00 4509.70 4400.00 11069.76 * 113090.000 37400.00 452.90 .51 4.63 421.00 6187.36 4400.00 11500.30 * 113090.000 69000.00 455.44 2.54 4.09 421.90 7095.51 4400.00 11500.00 24041492 14 :07 :52 PAGE 23 SECNO 41 CWSEL DIFWSP VCH ` _1MIN TOPWID SSTA tNOST 113110.000 7500.00 448.38 .00 1.69 421.70 586.10 4456.04 11)65.74 113110.600 20903.70 451.19 2.31 3.76 421.00 787.54 4452.20 1105:.44 113110.000 31700.00 452.32 1.14 5.06 421.00 4556.88 4403.00 11369.78 113110.000 37400.00 452.96 .64 4.51 421.00 6254.75 4400.00 11500.00 113110.000 59003.00 455.48 2.52 4.05 421.00 7105.45 4400.00 11600.00 * 113180.000 7500.00 448.90 .00 1.45 421.00 4974.72 4439.46 11003.70 * 113180.000 20900.00 451.38 2.48 1.99 421.00 7896.67 2803.00 11000.00 * 113180.000 31700.70 452.66 1.28 2.14 421.00 8200.00 2900.00 11000.30 * 113180.000 37407.00 453.19 .54 2.22 421.00 8200.00 2800.00 11000.30 * 113180.000 59000.00 455.61 2.41 2.53 421.00 8200.00 2900.00 11307.30 * 118580.000 5800.00 449.37 .00 1.42 42 .5.50 3700.02 2400.00 7552.79 * 118580.000 14403.30 451.90 2.53 1.59 .26.50 5700.00 2800.00 8503.00 * 118580.000 2110).00 453.17 1.27 1.68 420.50 5700.00 2300.00 3500.00 * 118580.000 24303.00 453.71 .54 1.71 425.50 5700.00 2800.J0 8500.79 * 118580.000 62000.00 456.30 2.59 2.74 426.50 5700.00 2400.00 8100.00 * 119960.000 5803.00 449.52 .00 .90 427.70 2653.14 7451.00 10340.43 119960.000 14400.00 452.06 2.54 1.30 427.70 3969.00 7451.70 11.20.00 119960.000 21103.00 453.33 1.27 1.51 427.70 3969.00 7451.00 11420.00 119960.000 24300.00 453.47 .54 1.59 4e7.70 3969.00 7451.00 11420.30 119960.000 62000.00 456.63 2.76 2.76 427.70 3969.00 7451.00 11420.30 123260.000 5300.00 449.76 .00 1.36 427.30 375.60 6012.55 8698.13 * 123260.000 14400.00 452.48 2.72 2.22 427.30 2730.00 5990.00 8720.30 * 123260.000 21100 .00 453.01 1.33 2.54 4[7.30 2730.00 5990.00 8723.30 * 123260.000 24300.00 45...37 .56 2.66 427.30 2730.00 5993.30 0723. )0 123260.000 62000.00 457.70 3.33 4.19 427.30 2730.00 5990.00 8720.)0 125570.000 4400.00 449.90 .30 1.00 4,5.50 1925.50 7354.30 110.3.51 125570.000 6500.00 452.72 2.7o .35 4e6.50 3219.00 7331.00 11050.30 125570.000 9503.00 454.01 1.36 .95 426.50 3219.00 7331.00 11050.00 125570.000 21000.00 454.74 .66 1.96 420.56 3219.00 7331.00 11050.)C 125570.000 62003.00 451.44 3.70 3.25 425.50 3219.00 7831.00 11050.10 * 126550.000 4400.00 450.00 .70 1.rr6 425.50 364.93 6697.20 7143. * 120550.000 5700.00 452.70 2.70 1.33 425.50 639.00 6672.00 7380.30 * 126550.000 6500.00 454.10 1.40 1.02 426.50 708.00 6672.00 7380.•70 * 126550.000 11500.00 454.70 .50 1.70 426.50 708.00 6672.00 7380.30 * 126550.000 27003.00 455.40 3.70 2.92 420.50 708.00 6672.00 7380.)0 130500.000 4400.00 450.32 .00 1.22 423.50 345.87 4234.14 4750.95 130500.000 5700.00 452.93 2.62 1.20 423.50 405.53 4209.00 4758.79 130500.000 6500.00 454.30 1.37 1.21 423.50 553.90 4209.00 4782.0 130500.000 11500.00 455.1 .91 1.96 428.50 556.64 4209.00 4765.04 130500.000 27000.00 459.48 4.27 3.27 425.50 569.44 4209.00 4773.44 28JAN92 14 :07:32 P80E 24 SECNO 3 CwSEL DIF.SP VCN ELHIN TOPNIO SSTA _N ST * 131930.000 4400.00 450.55 .00 2.31 429.50 164.15 1270.12 1434.47 * 131930.000 5700.00 453.12 2.57 2.37 424.50 223.39 1262.79 1480.39 * 131930.000 6500.00 454.46 1.34 2.39 429.50 252.91 1251.19 1)04.10 * 131930.000 11500.00 455.00 1.13 3.84 429.50 287.33 1223.75 1511.78 * 131930.000 27000.00 460.15 4.55 6.41 429.50 425.74 1113.43 1539.17 133780.000 4400.00 451.33 .00 2.32 421.50 171.62 1583.36 1754.)8 133780.000 570).00 453.43 2.51 2.99 421.50 457.80 1174.56 1764.38 133780.000 6500.30 454.49 1.15 1.68 421.50 614.08 1156.39 1792.06 * 133780.000 11500.00 456.38 1.39 1.88 429.50 755.80 1144.20 1700.70 * 133780.000 27003.00 460.90 4.53 1.48 428.50 784.49 1115.51 1)00.)0 135450.000 4400.00 452.07 .00 2.90 427.60 192.61 1626.10 1323.71 135450.000 5700.00 454.43 2.36 2.12 427.60 246.90 1620.24 1367.14 135450.000 6500.00 455.42 .99 2.16 427.60 437.52 997.98 1900.00 * 135450.000 11500.00 456.90 1.48 2.63 427.60 785.19 990.86 1903.30 135450.000 27000.00 461.10 4.19 1.79 417.50 929.29 970.71 1900.00 137040.030 4403.00 452.71 .00 2.17 426.70 203.14 1112.15 1341.29 137040.000 5700.00 454.99 2.28 2.10 45.70 239.52 1103.00 1366.14 137040.000 6503.00 455.44 .94 2.13 426.70 254.42 1097.25 1377.30 137040.000 11500.00 457.60 1.67 2.94 426.70 393.14 998.,7 1.12.'1 * 137040.000 27000.00 400.94 3.33 3.58 410.70 482.84 980.32 1483.10 * 138180.000 4400.00 453.11 .00 1.46 428.10 276.15 6915.71 7092.8o * 138180.000 5700.00 455.41 2.30 1.51 428.10 504.36 660).21 7104.58 * 138130.000 6500.00 456.37 .95 1.45 426.10 780.82 6335.08 7115.50 * 138180.000 11503.00 458.19 1.52 1.36 426.10 1289.71 5834.29 7124.00 * 138180.030 27000.00 462.25 4.06 1.03 426.10 1291.95 5932.05 7124.70 * 138970.000 4400.00 453.30 .00 2.25 .26.50 161.27 1780.56 1941.93 * 138970.000 570).00 455.60 2.30 2.36 426.50 868.55 1770.49 4300.00 * 138970.000 650).00 456.53 .93 2.28 428.50 1224.36 1766.40 4300.30 * 138970.000 11500.90 459.34 1.81 2.53 420.50 3209.15 984.24 4300.00 * 138970.000 27003.30 462.44 4.10 1.90 428.50 3336.49 963.51 4300.00 141800.000 4400.00 454.23 .00 1.97 427.50 2614.57 1145.26 6574.82 * 141800.000 5703.00 456.21 1.95 1.41 427.5U 4003.37 1134.53 7303.00 * 141800.030 6509.00 457.01 .10 1.24 417.50 4330.40 1130.34 7)00.)0 • 141800.000 11500.00 458.79 1.78 1.32 427.50 5955.54 987.06 700).00 * 141800.000 27000.00 462.67 3.89 1.40 427.50 6032.41 967.59 70.'0.10 143800.000 4400.00 454.74 .00 .41 423.20 1107.08 4904.08 7737.05 • 143800.000 8100.00 458.58 1.81 3.24 429.20 2431.27 4990.27 8300.00 * 143800.000 11300.00 457.3o .78 3.92 426.20 2651.51 4984.53 5300.10 * 143800.000 21000.00 459.14 1.77 4.49 428.20 4194.21 3674.05 8300.30 * 143800.000 62000.00 463.01 3.37 6.00 423.20 4646.74 3653.e6 8300.00 28JAN42 14:07:32 DA;E 25 SECNO CWSEL DIF.SP VCH _LMIN TOPWIO SSTA EN35 144570.000 4400.00 455.71 .00 2.01 429.90 221.05 2605.22 4440.16 144570.000 8100.00 457.01 2.01 2.97 423.33 2221.76 988.93 5003.30 144570.060 11800.00 458.02 1.01 5.44 426.90 3227.46 985.68 5000.30 * 144570.000 21003.00 450.45 1.93 3.70 428.80 3888.22 974.25 500).30 * 144570.000 62003.00 464.10 4.14 4.79 428.90 4046.47 953.53 5300.00 145560.000 3500.00 455.21 .00 1.52 429.50 150.49 2677.54 2328.03 145560.000 8103.00 457.48 2.27 3.19 4x9.50 456.70 2667.34 4300.)0 145560.000 11800.00 458.65 1.17 4.75 424.50 2022.71 980.77 4300.30 * 145560.000 13500.00 460.49 1.85 3.17 429.50 2956.81 977.53 4300.30 145560.000 22600.00 404.56 4.17 2.29 429.50 3343.30 956.70 4300.70 146250.000 3500.00 455.34 .30 1.75 430.70 149.43 4621.67 4771.10 146250.000 8100.00 457.95 2.61 3.31 430. .,0 698.48 3453.68 4304.22 146250.000 11800.00 459.35 1.40 3.97 430.00 1734.01 2900.00 5313.91 146250.000 13500.00 460.;7 1.52 3.34 430.00 2878.83 2900.00 5300.30 146250.000 22600.00 464.90 3.93 2.58 430.00 2900.00 2900.00 5300.70 147440.000 3500.00 455.63 .00 1.99 431.20 133.63 5463.52 5597.14 147440.000 8100.00 459.37 3.44 3.31 431.2.0 215.76 5443.23 5053.49 147440.000 11300.00 460.48 1.02 4.06 431.20 478.20 5000.00 5695.01 147440.000 13500.00 462.05 1.06 4.14 431.20 800.00 5000.00 5300.70 * 147440.000 22600.00 465.36 3.32 4.79 431.20 800.00 5000.00 5800.30 147550.000 3500.00 455.06 .00 1.89 431.20 134.00 5463.36 5597.35 147550.000 8100.00 459.18 3.52 3.28 431.20 218.51 5442.58 5661.39 147550.000 11900.00 461.16 1.98 3.99 431.20 699.27 5000.00 569 147550.000 13500.00 462.22 1.36 4.06 431.20 800.00 5000.00 5600.30 147550.000 22600.00 405.53 3.31 4.71 431.20 900.00 5000.00 5800.30 147600.000 3500.00 455.69 .00 1.63 423..0 142.37 6103.00 624 147600.000 8100.00 459.26 3.58 2.99 429.40 188.16 6090.12 628.27 147600.000 11303.00 461.26 2.00 3.80 423.40 201.66 6082.93 6793.59 147600.000 13500.00 462.29 1.03 4.J6 421.40 224.98 6059.59 6292.57 * 147600.000 22600.00 465.51 3.21 5.51 423.40 255.29 6037.95 6301.74 147640.000 350).00 455.70 .00 1.53 428.40 142.48 6102.93 624 +.41 147640.000 8103.00 45 3.61 2.98 4,3.40 189.10 6084.97 0285.37 147640.000 11800.00 461.32 2.02 3.79 423.40 202.00 6082.71 629..71 147640.000 1350.00 462.37 1.04 ;.05 423.40 227.12 6057.59 6242.71 147640.000 22600.30 465.63 3.27 5.46 426.40 257.62 6335.56 6302.27 * 147690.000 3500.00 455.71 .00 1.58 430.70 150.53 1283.34 1430.57 * 147690.000 6103.00 459.34 3.63 2.98 43).)0 175.51 1281.23 1455.73 * 147690.000 11803.00 461.38 ?.J5 3.66 430.J0 446.29 1273.34 1350.30 * 147690.000 13503.00 462.45 1.j6 3.82 43).30 582.27 1267.73 1350.30 * 147640.000 22603.0C 465.67 3.42 4.70 430.00 834.69 1015.31 1850.)U 28JAN42 14:07 :32 PATE 26 SECNO 0 CNSEL CIF.SP VCH ELMIN TOPwID SSTA ENCST * 148900.000 3500.00 455.31 .00 1.13 430.u0 329.99 2426.77 .2756.77 • 148900.000 8100.00 459.53 3.82 2.01 430.00 655.54 1687.04 2357.94 * 148900.000 11300.00 461.63 2.20 2.38 430.00 1509.23 1340.77 2450.30 * 148900.000 13500.00 462.92 1.08 2.39 430.00 1774.49 1175.51 2450.)0 * 148900.000 22600.00 466.44 3.53 2.59 430.00 1944.06 1005.94 2450.00 * 151600.000 2000.00 455.96 .00 1.48 432.00 139.45 1865.20 2004.55 * 151600.000 4500.00 460.01 4.05 2.28 432.00 171.46 1009.99 2020.06 * 151600.000 6400.00 462.29 2.28 2.52 432.00 521.73 1007.70 2..32.21 * 151600.000 7300.00 463.35 1.06 2.66 432.00 699.52 1005.65 2043.13 • 151600.000 12400.00 466.66 3.51 2.75 432.00 1046.86 1003.14 2050.30 * 153290.000 2000.00 456.08 .00 .75 430.30 208.07 5623.17 5454.75 * 153290.000 4500.00 460.28 4.20 1.25 430.30 247.98 5604.12 5462.15 * 153240.000 6400.00 462.04 2.36 1.51 430.30 294.73 5601.20 5965.31 * 153290.000 7300.00 463.69 1.05 1.62 435.30 337.52 5580.15 5404.17 153290.000 12400.00 467.19 3.49 2.25 430.30 507.73 5516.45 6024.17 28JAN92 14:U7 :32 PAGE 27 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 6750.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6750.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6750.)0) PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6750.000 PROFILF= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11160.000 PROFILt= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11160.000 PROFILE= 3 COJVEYINCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11160.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14375.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14075.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14375.000 PROFILE= 4 CONvEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14)75.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14140.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14140.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14140.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14140.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14140.00) PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18520.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18620.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18570.00) PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19670.00) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19000.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19000.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 21000.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22400.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22400.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN SECNO= 22403.000 PROFILL= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN„ SECNO= 22400.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22407.00) PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22470.909 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22580.000 P?O -ALE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING sECNO= 26300.309 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 29400.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 29560.00') PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 28JAN91 14:07:32 PAGE 2i WARNING SECNO= 34190.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34190.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34190.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36193.J00 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34260.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34260.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING iECNO= 34260.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34260.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34260.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANUE WARNING SECNO= 37250.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37290.300 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37290.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37290.00) PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37350.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37350.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37350.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42960.00) PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42360.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42960.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42360.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42960.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42930.000 PRGFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42930.300 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 43010.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 43010.00J PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 43010.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44000.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44150.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44150.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44250.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48500.•000 PRGFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48500.00) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 46500.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANUE WARNING SECNO= 46560.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 46560.,00 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48560.00J PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48560.900 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48700.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 28JAN92 14:07 :32 PAGE 2 WARNING SECNO= 48700.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48700.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48700.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 57890.00) PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 57390.700 PROFILE= 2 CONvEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 57890.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 57890.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 56650.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 58650.00) PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RaN;E WARNING SECNO= 58650.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 59900.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 59800.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 59900.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 59900.70) PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 59800.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 60500.003 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 60500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 60500.00) PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 60500.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 60500.300 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 61500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 61500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 61500.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 61980.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 61380.003 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 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WARNING SECNO= 148900.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 148900.000 PROFILc= 4 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 148900.009 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 151600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 151500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 151600.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 151600.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 151600.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 153290.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .ARNING SECNO= 153290.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 153290.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 153290.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ELM FORK IIE_ MULTIPLE PROFILES WITH ADDED SECTIONS 28JAN92 17:36:44 PAGE 1 THIS RUN EXECUTED 28JAN92 17 :36:44 HEC WATER SURFACE PROFILES Version 4.6.0; February 1991 T1 COPPELL CITY -WIDE STORM WATER MANASEMENT STUDY T2 EXISTING C)NOITIONS WITH RECON STUDY 2 YEAR DISCHA4Gc T3 ELM FORK OF THE TRINITY RIVER -- ADDED XSECTN J1 ICHECK INO NINV IDIR STRT METR[C HVINS Q wSEL FO 2 0.000)0 433.25 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC IBW CHNIM [TRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 50 51 2 40 42 10 11 53 54 0 J5 LPRNT NOMSEC REUUESTEO S._CTION NUMBERS - 10. 13. 99280. 100040. 103060. 104880. 105000. 105500. 106080. 110553. • 110720 110750 110790. 110910. 110930. 07 7 7500 17300 24400 32570 39900 49630 91230 NC .u7 .1 .06 .1 .3 X1 93670 42 8200 8470: 50 50 53. GR 445 10)0 445 1090 446 1180 446 1240 441 153•). GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 330). GR 443 3720 446.5 3810 449.5 4200 470.0 4300 470.0 5750. GR 442.5 5760 445 597) 444 6280 442 6470 444 6560. GR 444 7100 443 7320 439.5 7580 437.5 7E10 431 7530. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 6390 437.2 5391. GR 437.5 5420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 445 10220 NC .3 .5 SANDY LAKE R3AO X1 93730 40. 8490 8800 60 60 6). 8T 2 8490 443.5 439.6 8800 448.5 444.6 GR 450 1000 447 1420 447 1620 443 2020 442 2430 GR 441.5 3620 442 3820 450 4420 451 4520 447 522). GR 447 5420 443.5 5820 443.5 5120 445 8330 442 6e0 GR 445 7290 443.5 7850 441 7920 439.5 7010 437.5 9050 GR 431 8050 436.5 8090 441.5 9110 444 3120 443.5 9170 GR 443 3370 443.5 8490 439.6 9490 456 °640 418 3650 28JAN92 17.36.44 nn 2 GR 420 3670 414.5 6700 444.6 3800 448.5 '8)0 446 3H70 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 1)420 X1 93760 30 30 30 X2 1 NC .07 .07 .05 X1 93810 49 8200 3450 50 50 50 GR 445 1000 445 1030 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 458.5 3390 GR 443 372U 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.9 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 444 7100 443 7320 439.5 7580 437.5 7610 431 765C GR 436.5 7670 441.5 7690 440.5 7830 441 7940 459.5 92)0 GR 418 9230 420 3260 414.5 9280 437.5 3330 41,9 3430 GR 439 6450 443.5 6590 444.5 9620 443.5 10030 442 1)140 GR 443 10540 444 10650 444 108)0 445 10930 NC .07 .09 .06 .1 .3 X1 97570 56 5490 5630 2130 1700 3760 X3 10700 470 GR 450 630 446 820 444 890 444 1150 442 1420 GR 442 1870 440 2130 440 3800 442 3820 444 4030 GR 444 42 440 4360 440 5200 442 5350 442 5450 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5680 440 5920 442 60)0 442 6630 GR 440 6750 438 6830 438 7200 440 7350 453.2 7350 GR 433.2 7440 440 7470 440 7500 442 5030 442 8150 GR 440 6160 440 8175 453.2 8200 433.2 3255 440 9270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 429 9635 454 9700 440 9710 444 9750 GR 446 10005 446.3 10275 446 10560 446 11010 446 12190 GR 450 12170 X1 98450 49 14U35 14215 6)0 700 810 X3 19600 470 X4 1 441.5 9790 GR 451 9600 444 9630 441.5 11190 439.7 11200 439.7 11530 GR 442 11840 440.5 125)0 441.2 12925 442.5 15090 443 13110 GR 443 13700 444.5 13830 444.9 14000 445.7 14055 426.9 140 GR 426 14160 443 14215 442.9 14290 444.5 14390 442.9 15415 GR 443.4 15500 442.1 15610 444.5 15685 443 16640 442.5 16700 GR 442.5 10800 441.4 17000 440.2 17115 439.8 175 440 17600 GR 441.6 17800 442 19200 443.6 18800 443.5 14900 446.5 190)0 GR 446.5 19100 447.5 19185 447.3 19235 428.3 19255 428.5 10315 GR 446 11325 447.5 198)0 446 20400 446.9 209)0 446.5 21000 GR 448 21130 455 212)0 457.5 21300 459.2 21420 28JAN92 17:36:44 'AGE 3 X- SECTION 0 X1 9929) 49 4335 4215 750 750 850 X3 7600 470 x4 1 441.5 6 GR 451 500 444 1030 441.5 1190 439.7 12)0 439.7 1830 GR 442 1840 440.5 25)0 441.2 2925 442.5 3030 443 3130 GR 443 3700 444.5 3830 444.9 4000 445.7 4035 428.9 40 GR 428 4130 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5685 445 6640 442.5 67)0 GR 442.5 5600 441.. 7000 440.2 7115 439.8 75)0 440 76)0 GR 441.6 7800 442 8200 443.6 3800 443.5 3930 446.5 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10990 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 x1 100040 49 4055 4215 760 760 7o0 X3 9900 470 GR 451 1000 444 1030 441.5 1190 439.7 12)0 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3030 443 3130 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 40 GR 43U 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 o640 442.5 57)0 GR 442.5 5800 441.4 7000 440.2 7115 439.8 75)0 440 76)0 GR 441.o 7800 442 8200 443.6 9800 443.5 39)0 446.5 92)0 GR 446.5 9350 447.5 9600 447.5 9650 428.3 7630 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 QT 7 9700 21800 29100 37200 44700 52800 975)0 EXISTING FEMA /COE CROSS SECTION X1 103060 96 3353. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1227. GR 444.8 1630. 444.9 1633. 446.0 1646. 445.7 2153. 445.8 2245. GR 44o.6 2479. 447.5 2599. 447.9 2675. 448.0 2745. 445.2 2846. GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449.2 3305. GR 449.6 3333. 433.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3534. 446.9 3605. GR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4830. 446.4 4962. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5415. GR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 558). 444.0 5391. GR 443.3 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 o353. GR 443.3 6727. 445.5 6325. 443.6 6846. 444.2 7019. 444.2 7402. GR 444.2 7408. 444.8 7323. 445.c 7947. 444.7 7792. 444.3 901 GR 444.6 8089. 445.4 9173. 446.5 8381. 446.5 8527. 446.6 3564. GR 447.4 8770. 447.4 8817. 457.9 8848. 438.1 8387. 446.9 8905. GR 447.8 8964. 447.4 9089. 445.0 9182. 446.4 9223. 447.1 9285. GR 447.8 9315. 439.8 9326. 453.2 9367. 439.7 9391. 440.9 9439. GR 444.9 9460. 447.6 949). 447.4 9548. 447.3 9555. 446.6 9912. GR 447.5 10034. 443.0 10132. 449.4 10229. 453.6 10325. 455.5 10423. GR 457.1 10540. • 28J4N92 17 :36:44 PAGE 4 NH 5 0.07 2030. 0.06 2850. 0.09 8670. 0.05 8950. .)90) NN 9157 ADDEO XSECTION AT LAKES OF COPPELL X1 104860 53 2630. 2357. 1060.0 715.0 1810.0 GR 460 1000 453.5 1190 450 1440 451 1370 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 45J 2900 453 Z970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4690 444 4810 441 4820 441 4530 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 8250 450 3320 GR 450 8570 449.0 8670 433 8650 420 5720 433 3750 GR 435.5 8790 443.5 8810 446 8840 448 5850 450.0 8910 GR 452.0 3915 454 9045 456 9150 NM 5 0.07 2)30 0.J6 2850 0.09 8670 0.)6 3855 .090 NN 9105 A00E0 XSECTION AT LAKES OF COPPELL X1 105000 53 2630. 2850. 120.0 120.0 120.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2350 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR v45 4630 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 3050 450 3120 GR 45J 3570 449 8670 433 8680 420 3720 433 3750 GR 435.5 3790 443.5 8810 446 8840 448 8855 450.0 3875 GR 452.0. 8895 454 9090 456.0 9105 A00E0 XSECTION AT LAKES OF COPPELL X1 105500 52 2630 2850 305 600 500 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3620 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 6'50 443 9340 GR 446 9380 447.5 8440 449 8470 433 8490 420 8520 GR 433 8550 435.5 3590 443.5 8610 448 8640 450.0 8670 GR 452.0 9690 454 9275 OT 7 7500 15500 20900 26700 31700 374)0 690)0 X1 106080 52 2630. 2850. 355.0 340.0 580.0 X3 0 0 0 0 0 8300 GR 40J 1600 453.5 1150 450 1440 451 1670 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 ?630 43 2730 GR 432.5 2740 v30 2760 444 2800 452 2350 453.5 2890 GR 450 2900 453 2970 451 3160 450 3520 445 5950 28J4N92 17:36:44 ?A ,F: 5 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4630 444 4810 441 4820 441 4330 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 9250 443 1340 GR 44o 3330 447.5 8440 449 8470 433 3430 420 3520 GR 433 8550 435.5 9590 443.5 8610 449 1640 448.5 99!0 GR 44o.5 9050 455 9660 NC 0.070 0.070 0.060 X1 110580 40 9030 9340 1700 4300 4500 x3 0 0 0 4670 GR 449 3800 449.5 3850 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 448 5300 448 5940 449 0390 446.5 70)0 GR 447.5 7220 441.5 7250 447 7330 448.5 7560 446.5 7570 GR 446 7750 447.5 9100 446.5 8680 449.5 9030 447 9080 GR 441 9110 443 9150 429 9180 424 9220 437.5 9250 GR 445 4 300 443 9340 446.5 9550 447 9900 446.5 10470 GR 444.5 10480 444.5 10630 447.5 10650 447.5 108)0 445.5 10870 GR 448.5 11170 448 11430 442 11500 441.5 11900 449 11930 NC 0.075 0.075 0.060 .3 .5 X1 110/20 45 7237 7635 140 140 140 87 2 7237 458 455.5 7635 457.7 455.2 GR 449.3 2318 449.3 2796 447 3171 442.4 3562 445.5 3591 GR 447.5 3600 442.9 3643 449.5 4000 450.2 43)4 449 4795 GR 447.7 5114 446.6 5361 446.3 5552 444.5 5624 445.9 5700 GR 449.8 8157 449.9 6642 458 7237 455.5 7237 447.8 7256 GR 446.6 7311 442.3 7337 440.9 7375 435 7395 426.4 7437 GR 433.2 7474 439.2 7487 443.8 7535 446.7 7587 448.9 7635 GR 457.7 7635 451.7 8075 450.9 4531 449.3 9922 450.8 9217 GR 445.6 9804 443.1 9827 442.7 9895 437.8 9915 437.2 9932 GR 433.7 9945 441.7 9955 442.2 10000 444.9 10057 450 19090 X1 110750 30 30 30 X2 1 18 35E X1 110790 67 9050 9448 40 40 40 8T 2 9050 458.5 455.4 9448 458.5 455.4 GR 457 4000 457 5130 454.4 5150 448.3 5165 446.9 5200 GR 44o.7 5225 447.6 5244 447.6 5264 446.4 5278 446.7 5295 GR 454.4 5305 457 5325 458 7180 454.7 72)0 445.8 7225 GR 445.4 7250 445.2 7300 445 7350 444.4 74)0 444.8 7410 GR 442.2 7422 441.6 7427 442 7433 444.5 7450 446 7495 GR 454.5 7516 458 7536 458 8600 458.5 9050 455.4 9050 GR 447.8 9069 446.6 9100 445.4 9124 442.3 ?150 440.9 9198 GR 435 91 426.4 9250 433.2 9287 439.2 4300 443.8 9350 GR 446.7 9400 448.9 9448 458.5 9448 457 9970 458 10345 GR 454 10375 447.1 10395 446.1 10425 445.6 10475 444.9 10590 GR 445.6 10525 446.7 10575 447.3 10609 454.5 10619 456 10639 GR 457 11450 443 11430 443.1 11500 442.7 11548 437.8 11568 GR 437.2 11585 438.7 11598 441.7 11608 442.2 11653 444.9 11720 GR 448 11750 457 11770 28JAN92 17:36:44 PAGE x1 110910 120 120 120 x2 1 X1 110930 39 7204 743C 20 20 20 BT 2 7204 456.5 454 7430 458.2 455.7 GR 449.6 2451 451 2850 451.4 3149 448.4 3392 447.9 3639 GR 449.8 4001 450.5 44J0 449.9 4702 449.5 4949 448 5541 GR 440.7 5631 447.8 5705 449.2 6095 449.5 6448 459.5 72)4 GR 445.4 7204 442.3 7230 440.9 7268 435 7278 426.4 7330 GR 433.e 7367 439.! 7390 443.8 7430 458.2 7430 458.1 76)5 GR 457.4 7614 450.6 6138 449.4 9695 448.7 3750 449.5 3811 GR 449 3827 450.5 9214 446.2 9730 444.9 9739 442.5 9922 GR 442.3 10061 449.4 1045 451 10807 452.1 11234 X1 110993 40 9930 9340 50 50 50 GR 449 3250 449.5 3850 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 443 5300 448 5940 449 0300 446.5 70)0 GR 447.5 7220 441.5 7260 447 7330 448.5 7550 446.5 7570 GR 446 7750 447.5 8100 446.5 8680 449.5 9030 447 9030 GR 441 9110 443 9150 429 9180 424 9220 437.5 9250 GR 445 9300 449 9340 448.5 9550 447 9900 446.5 1)470 GR 444.5 10480 444.5 10630 447.5 10650 447.5 10800 445.5 10870 GR 448.5 11170 446 11430 442 11500 441.5 11930 449 11930 NC 0.080 0.085 0.060 .1 .3 X1 113000 45 8530 8700 1250 1800 2020 GR 451 4400 451 4410 446 4480 452 4560 450 4690 GR 451 5000 451 5220 449 5410 444 5470 447 5430• GR 450 5720 445 6000 449 6260 449 64)0 447.5 6650 GR 449 0760 445 7340 446.5 7630 445.5 7890 438.5 7900 GR 439 7960 447 7990 447.5 8020 446 82)0 450 9300 GR 446 8350 445 8400 44o 8530 428.5 8570 421.5 8620 GR 421 8670 449 8730 449.5 3850 447.5 9020 448.5 0 600 GR 449 9760 448.5 9800 444.5 9810 444.5 9860 448 9870 GR 448.5 11000 444.5 11030 445 11060 448.5 11090 450.5 11600 MKT RAILROAD X1 113090 39 8380 8700 90 90 90 8T 2 9390 455.5 452.8 8700 456 452.4 GR 451.5 4400 452 4430 452.5 4450 446.5 4460 446 4430 GR 452.5 4510 452 5020 452 5430 446 5440 444 5470 GR 446.5 5490 452 5490 452 6930 451 7430 452.5 7880 GR 438.5 7890 439 7960 453 7990 455.5 8380 452.8 3380 GR 446 8420 445.5 8540 428.5 8570 421.5 3620 421 9670 GR 452.4 3700 456 8700 453 9210 452.5 9790 444.5 9810 GR 444.5 9860 .5e.5 9870 451.5 10620 452.5 10620 452.5 11020 GR 444.5 11030 444 11060 482.5 11070 452.5 11830 28JAN92 17:36:44 PA E 7 X1 11311G 0 0 0 20 20 20 X2 1 • 28JAN92 17:36:44 PAGE 9 SECNO DEPTH CwSEL CRIWS wSELK EL, HV Hl OLOSS L-6ANK EIEV Q JLJB OCH OROS AL)5 ACH AROB VOL T.4 R -TANK ELEV TIME VL08 VCH VROB XN_ XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XLOBR IT&IAL [DC ICONT CORAR TCPWID ENLIST *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.909 X-SECTION 0 99280.000 13.66 441.66 .00 .)0 441.72 .07 .42 .00 445.70 7500.0 1192.1 4361.6 1926.3 1903.8 1672.6 1860.9 607.2 255.5 443.00 .96 .53 2.62 1.04 .070 .060 .090 .030 429.00 680.87 . 000524 750. 930. 750. 2 0 0 .J0 2314.40 9470.)4 *SECNO 100040.000 3265 DIVIDt0 FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 13.77 442.07 .00 .00 442.11 .05 .39 .00 445.70 7500.0 1780.0 3471.6 2248.4 2618.7 1472.3 2352.9 710.8 310.2 443.00 1.10 .68 2.36 .96 .070 .060 .090 .010 423.30 1154.08 . 000500 760. 760. 760. 1 0 0 .00 3457.93 9735.50 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYAMCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .60 EXISTING FEMA /C0E CROSS SECTION 103060.000 14.46 444.46 .00 .00 444.66 .20 2.50 .05 449.50 9700.0 .0 5499.5 4200.5 .0 1212.7 2667.3 961.8 443.3 447.50 1.31 .00 4.54 1.57 .000 .080 .090 .000 430.00 3357.52 . 002346 1850. 3020. 1775. 3 0 0 .00 2783.49 9457.69 *SECNO 104880.000 3265 DIVIDED FLOW 28JAN9 17:36:44 7 A:E J SECNO DEPTH CWSEL GRINS wSELK EG HV HL ()LOSS 1-9ANK ELEV 0 QLON OCH JROB ALO8 ACH AROB V0L TwA 4 -3ANK ELEV TIME VLOB VCH VROB xNL XNC9 XNR w1N ELMIN SSTA SLOPE XLOBL XLCH xL08R ITRIAL IOC ICONT CORA4 TOPWID ENJST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.02 ADDEO XSECTION AT LAKES OF COPPELL 104880.000 25.74 445.74 .J0 .00 445.34 .09 1.10 .01 453.50 9700.0 .0 1853.5 7816.5 .0 885.9 3087.4 1052.6 430.1 452.J0 1.43 .J0 2.13 2.53 .000 .060 .062 .000 420.00 2595.40 . 000575 1063. 1310. 715. 2 0 0 .J0 1278.97 8835.93 * SECNO 105000.001 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105000.000 25.91 445.91 .90 .00 445.90 .09 .37 . 00 453.50 9700.0 .0 1982.7 7817.3 .0 894.S 3170.4 1063.7 433.o 452.00 1.45 .J0 2.10 2.47 .000 .050 .062 .000 421.00 25P4.39 . 000561 120. 120. 120. 2 0 0 .00 1325.60 8937.78 * SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105500.000 26.23 446.23 .00 .00 446.29 .07 .39 .90 453.50 9700.0 .0 2432.7 72o7.3 .0 948.1 3864.2 1122.7 504.6 452.00 1.53 .00 2.57 1.88 .000 .050 .090 .000 420.00 2A81.94 .000817 305. 500. 600. 2 0 0 .00 1757.92 9623.18 * SECNO 106080.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .45 3470 ENCROACHMENT STATIONS= .0 3310.0 TYPE= 1 TARGET= 8299.999 106080.000 26.68 446.58 .00 .10 445.87 .19 .54 .04 453.50 7500.0 .0 4494.9 3005.1 .0 1009.1 2527.2 1160.7 523.9 452.00 1.56 .00 4.45 1.19 .000 .0o0 .090 .000 420.00 2673.72 .002401 355. 580. 340. 2 0 0 .00 3009.77 8300.00 28JAN92 17 :35: +4 PAGE 10 SIGNO UEPTH CWSEL CRIWS wSELK EG HV HL OIOSS L-BANK ELEV Q 4L08 JCH OR0B AL 10 ACH AROB VOL TW4 R -BANK ELEV TIME VLOB VCH VR08 XNL xNCH XNR WIN ELNIN SSTA SLOPE xLOBL XICH xLOBR IT IOC ICONT CORAR TOPwLD ENDST *SECNO 110580.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RAN,E. KRATIO = 4.29 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 , 110580.000 24.32 449.32 .00 .00 440.33 .01 1.44 .02 449.50 7500.0 1102.3 3135.7 3262.0 3443.9 2590.0 5336.5 1802.2 835.1 443.00 2.99 .32 1.21 .61 .070 .050 .070 .000 424.00 52e3.07 .000130 170). 4500. 4300. 5 0 0 .J0 5782.C1 11927.29 * SECNO 110720.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110720.000 21.94 449.34 .00 .90 448.36 .02 .02 .JU 453.00 7500.0 2117.9 3592.2 1789.9 4159.7 ?804.0 2129.6 1835.1 879.1 457.70 3.04 .51 1.28 .34 .075 .0e0 .075 .000 426.40 2991.40 .000182 140. 140. 140. 2 0 0 .00 2929.52 10)75.77 * SECNO 110750.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRD= t MIN ELTRD: 457.70 MAX ELLC= 455.50 110750.000 21.95 449.35 .:J0 .00 443.36 .02 .01 .J0 458.00 7500.0 2120.7 3589.7 1789.7 4139.9 2805.7 2132.3 1841.3 881.1 457.70 3.04 .51 1.28 .84 .075 .000 .075 .000 425.40 2990.78 .000181 30. 30. 30. 0 0 0 .00 2932.75 10075.78 * SECNO 110790.000 28JAN92 17:36:44 pA;E 11 SECNO DEPTH CWSEL CRIWS 4SELK EG MV HL OLOSS L - YANK ELEV Q QLOB .JCH .'0B 4L)8 ACH AR08 VOL TwA R-ANK ELEV TIME VLO6 VCH VROB XNL XNLH XNR WTN ELMIN SSTA SLOPE XL08L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 455.50 MAX ELLC= 455.40 IH 35E 110790.000 21.95 448.35 .00 .00 446.38 .03 .J1 .01 .53.50 7500.0 819.5 4594.7 2095.8 1115.0 2860.6 2041.0 1848.2 833.0 453.50 3.05 .73 1.51 1.32 .075 .060 .075 .0)0 426.40 5164.57 .000278 43. 4J. 40. 0 0 0 .J0 1266. 11750.79 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRO= 458.50 MAX ELLC= 455.40 110910.000 21.98 443.38 .00 .00 448.41 .03 .03 .)0 455.50 7500.0 824.3 4596.7 2039.1 1124.1 2818.8 2051.9 1864.8 886.5 459.50 3.06 .73 1.60 1.02 .075 .060 .075 .000 426.40 5164.51 .000275 120. 1e0. 120. 0 0 0 .00 1267.93 11750.84 *SECNO 110930.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELT4D= 456.50 MAX ELLC= 455.70 110930.000 21.98 443.36 .30 . 445.42 .04 .01 .01 451.50 7500.0 79.4 505c.5 2338.1 351.2 2590.6 2948.9 1867.6 837.3 454.20 3.08 .24 1.96 .79 .075 .060 .075 .000 428.40 3397.38 .000260 20. 20. 20. 0 0 0 .J0 1952.84 10402.25 28JAN92 17:36:44 PAC,E 1' T1 COPPELL CITY -WIDE STOkM WATER MANAGEMENT STUDY T2 EXISTING CONDITIONS WITH RECON STUDY 1) YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- ADDED xSECTN J1 ICHECK INO NINV IDIR STRT METRIC HVINS 0 wSEL FQ -10 4 0.0',000 -1 442.36 J2 NPROF IPLOT PRFVS XSECV xSECH FN ALLOC IiW CHNIM 'TRACE 2 -1 * SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9549.949 X- SECTION 0 99280.000 15.53 444.63 .00 .00 444.67 .04 .33 .00 445.70 24400.J /838.7 5921.1 8640.2 9691.2 2131.0 11220.3 2018.0 628.8 443.00 1.08 1.02 2.71 .77 .070 .060 .090 .000. 423.30 527.37 .000438 750. 930. 75j. 2 0 0 .00 8350./0 9473.44 *SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 16.56 444.96 .00 .00 444.99 .03 .32 .J0 445.70 24400.0 10497.2 4837.5 9065.3 9916.4 1959.1 11783.2 2425.9 772.0 443.00 1.25 1.06 2.46 .77 .070 .050 .090 .000 429.30 1./25.39 .000409 760. 760. 760. 0 0 0 .00 8069.,4 9733.81 * SECNO 103060.000 3265 DIVIDED FLON 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 EXISTING FEMA /COt CROSS SECTION 103060.000 16.74 446.74 .00 .00 44.39 .15 1.36 .04 449.60 29100.0 1393.2 8240.7 19466.1 1349.7 1604.7 10883.5 3250.9 1073.7 447.50 1.46 1.33 5.14 1.79 .070 .060 .090 .000 430.30 1219.63 .002444 1859. 3320. 1775. 3 0 0 .00 6194.54 9933.64 28JAN9l 17:35:44 PAGE 13 SECNO DEPTH CWSEL CRIWS wSELK EG MV ML OLOSs L -HANK ELEV Q OLOb NCH URO8 AL38 ACM ARO8 VOL TWA R -BANK ELEV TIME VLOb VCM VROn KNL XNCH XNR WTN ELMIN SSTA SLOPE XL08L XLCM KL084 ITUTAL IDC ICONT CORAR TOPWID ENJST * SECNO 104880.300 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 104880.000 26.47 443.47 .90 .J0 448.56 .08 1.56 .u1 453.50 29130.0 55.7 4392.2 24652.1 79.4 1270.5 11833.5 3514.6 1174.? 452.30 1.38 .70 3.44 2.08 .070 .060 .073 .000 420.00 2277.75 .001288 1060. 1310. 715. 1 0 0 .J0 4739.03 8963.38 *SECNO 105000.000 3265 DIVIDED FLOW ADDE0 XSECTION AT LAKES OF COPPELL 105000.030 28.63 448.63 .30 .J0 449.70 .08 .15 .00 453.50 29100.0 70.4 4303.6 24726.1 75.4 1303.3 12354.4 3551.7 1137.7 452.00 1.60 .74 3.30 2.00 .070 .060 .073 .000 423.00 2275.66 .001174 120. 12u. 12). 2 0 0 .00 4591.33 8361.27 * SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105500.000 29.29 449.29 .90 .00 440.54 .05 .63 .00 453.50 29100.0 149.0 4390.4 24560.6 155.5 1414.2 16226.9 3765.0 1253.4 452.30 1.69 .89 3.10 1.51 .070 .080 .090 .030 423.00 2257.28 .000997 305. 500. 500. 2 0 0 .00 5110.15 8659.28 *SECNO 106080.000 3265 DIVIDED FLOG 3470 ENCROACHMENT STATIONS= .0 8390.0 TYPE= 1 TARGET= 8299.999 106080.000 29.65 449.85 .00 .00 449.09 .04 .36 .J0 453.50 20900.0 194.3 4279.8 16425.9 211.1 1478.7 14697.9 3906.5 1293.0 452.90 1.76 .72 2.89 1.12 .070 .G60 .090 .030 42J.00 2262.60 .000847 355. 580. 340. 2 0 0 .30 4774.93 8300.00 28J.AN92 17:36:44 PAGE 1. SECNO DEPTH CWSLL CRIWS wSELK EG HV Ml OLOSS L -BANK EIEV O .LOB JCH (iROB ALOB *Cm AROB VOL TWA R -aANK ELEV TIME VLOB VCH VROB XNL XNCH XNR wTN ELMIN SSTA SIOPt xLUBL xLCr XLOBR 'TRIAL IOC ICONT CORAR TOPWID ENOST * SECNO 110580.000 3265 DIVIDED FLOw 3280 CROSS SECTION 110580.00 EXTENDED 1.79 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE 0= ACCEPTABLE RANGE, KRATIO = 2.46 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 46)0.000 110580.000 26.78 450.78 .J0 .00 450.79 .01 1.10 .30 449.50 20900.0 7245.9 4704.3 8949.8 12831.6 3344.9 11688.1 5712.5 1751.9 443.30 3.04 .56 1.41 .77 .070 .060 .070 .000 424.00 4600.00 .000140 1700. 4500. 4301. 4 0 0 .00 7133.21 11930.00 * SECNO 110720.000 3265 DIVIDED FLCW 3280 CROSS SECTION 110720.00 EXTENDED 1.53 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 24.40 457.30 .00 .00 450.33 .03 .03 .U1 453.00 20900.0 9510.5 6903.2 4455.7 12070.3 3744.2 4406.6 5789.8 1773.5 457.70 3.03 .79 1.84 1.02 .075 .060 .075 .000 4,6.40 2313.30 .000275 14). 140. 140. 2 0 0 .J0 6301.30 10080.00 *SECNO 110750.003 • 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 1.51 FEET 3370 NORMAL 8RIDGE, NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.0U0 24.41 450.91 .00 .00 453.34 .03 .J1 .00 453.30 20900.0 9518.3 6896.2 4485.5 12077.8 3746.6 4416.1 5803.7 1777.8 457.70 3.08 .79 1.84 1.02 .075 .060 .075 .000 426.40 2318.00 .000274 30. 30. 3). 0 0 0 .00 6303.80 10080.00 28JAN92 17:36:44 PAGE 1, SECNO DEPTH CWSEL CRIWS WSELK tG HV HL OLOSS L - YANK ELEV Q %1L06 7CH OROB AL)B ACH AROB VOL TwA R -DANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN 5STA SLOPE XLOBL XLCH XLOBR IT2IAL IOC ICONT CORAR TCPWID ENDST *SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHAN(E OUTSIDE OF ACCEPTABLE RANC,E. KRATIO = .63 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRO= 459.50 MAX ELLC= 455.40 IM 35E 110790.000 24.39 4/0.79 .00 .90 450.39 .10 .J[ .u4 451.50 20900.0 3396.8 11132.3 6370.9 2139.1 3792.2 3267.5 5817.2 1731.3 .58.50 3.09 1.59 2.94 1.95 .075 .060 .075 .000 426.40 5159.37 .000686 4J. 40. 4). 2 0 0 .00 1334.16 11755.20 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 453.50 MAX ELLC= 455.40 110910.000 24.48 450.88 .00 .00 450.97 .09 .08 .J0 458.50 20900.0 3425.8 11090.6 6383.6 2175.5 3824.7 3310.8 5842.7 1785.0 453.50 3.10 1.57 2.90 1.93 .075 .060 .075 .000 426.40 5153.67 .000662 120. 120. 12). 2 0 0 .00 1336.06 11756.39 *SECNO 110930.000 3265 OIVIDED FLOW 3280 CROSS SECTION 110930.00 ExTENDEO 1.35 FEET 3370 NORMAL 8RIDGE. NRD= 2 MIN ELTRD= 455.50 MAX ELLC= 455.70 , 110930.000 24.53 450.93 .00 .90 459.79 .06 .01 .J1 453.50 20900.0 4037.7 3901.6 7960.7 6257.8 3164.9 7289.7 5848.7 1786.8 451.20 3.11 .54 4.81 1.09 .075 .060 .075 .000 426.40 2451.00 .000422 2 20. 20. 2 0 0 .00 6698.63 10791.50 28JAN92 17 :36:44 PAGE 16 T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 EXISTING CONOITIONS WITH RECON STUDY 53 YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- ADDEO XSECTN J1 ICHECK LNO NINv ILIR STRT METRIC HVINS J .SEL FW -10 6 0.000)0 -1 444.28 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC IBM CHNIM ITRACE 3 -1 *SECNO 992d0.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.949 X-SECTION D 99280.060 13.10 446.10 .00 .00 446.14 .03 .28 .00 445.70 39900.0 17222.9 6645.4 16027.7 14643.7 2444.1 18518.1 3079.6 727.4 443.00 1.01 1.17 2.72 .57 .070 .060 .090 .000 423.00 597.94 . 000388 750. 830. 75U. 2 0 0 .J0 6672.82 9497.33 *SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 18.10 446.40 .00 .00 446.43 .03 .29 .00 445.70 39900.0 17585.4 5694.5 16620.1 14223.4 222o.1 18940.5 3699.4 b75.3 443.00 1.17 1.24 2.56 .98 .070 .060 .090 .000 423.30 1019.75 . 000385 76U. 760. 76). 1 0 0 .30 8273.75 9755.70 * SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .50 EXISTING FEMA /COE CROSS SECTION 103060.000 17.90 447.90 .00 .00 443.01 .11 1.55 .02 444.80 44700.0 4834.5 8843.9 31021.6 32,9.5 1823.2 17373.9 4951.1 1224.6 447.30 1.41 1.48 4.35 1.79 .070 .0,0 .090 .0)0 430.70 1152.40 .001962 185). 3020. 1775. 2 0 0 .40 8405.20 10112.33 28JAN92 17:36:44 PAGE 17 SELNO DEPTH CNSEL GRINS NSELK EG HV ML °LOSS L -SANK ELEV 0 WL0B JCH )ROB 4208 ACM AROB VOL TWA R-94NK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL08R ITRIAL IOC ICONT CORAR TOPWIO ENDST *SECNO 104880.000 3265 DIVIDED FLOW ADDEO xSECTION AT LAKES OF COPPELL 104880.000 29.52 449.52 .00 .00 449.62 .10 1.52 .00 453.50 44700.0 236.7 5767.6 38695.7 174.2 1454.7 16710.6 5341.1 1347.3 452.00 1.51 1.22 3.96 2.32 .070 .060 .076 .000 420.00 2264.33 . 001603 1060. 1910. 715. 2 0 0 .00 5040.69 8395.51 * SECNO 105000.000 3265 0'9'00) FLOW ADDEO XSECTION AT LAKES OF COPPELL 105000.000 29.71 449.71 .00 .00 449.81 .10 .18 .J0 455.50 44700.0 268.0 5672.5 38759.5 218.2 1498.7 17168.3 5392.4 1361.0 452.00 1.52 1.23 3.31 2.26 .070 .000 .077 .000 440.00 2261.68 . 001462 120. 120. 120. 2 0 0 .J0 4853.05 8572.09 * SECNO 105500.000 3265 DIVIDED FLOW ADOEO XSECTION AT LAKES OF COPPELL 105500.000 30.49 450.49 .00 .00 45).55 .06 .74 .00 453.50 44700.0 430.0 5540.9 38729.1 315.9 1651.7 22127.3 5683.0 1432.0 452.00 1.01 1.11 3.40 1.75 .070 .000 .090 .0)0 420.00 1401.34 .001107 3U5. 500. 600. 2 0 0 .30 5774.36 8674.97 *SECNO 106080.000 3265 DIVIDED FLOG 3470 ENCROACHMENT STATIONS= .0 8300.0 TYPE= 1 TARGET= 8299.999 106080.000 30.37 450.87 .00 .00 450.71 .04 .36 .00 453.50 31700.0 506.6 4949.7 26243.7 575.8 1704.7 20399.2 5875.1 1478.7 452.00 1.67 .38 2.90 1.29 .070 .060 .090 .000 420.00 137).55 .000790 355. 580. 340. 2 0 0 .00 5870.35 8300.00 23JAN92 17:35:44 PAi;F 1+ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-9ANK ELEV 0 1.11.0B OCH .R08 ALOB ACH AROB VOL TWA R -SANK ELEV TIME VIOB VCH VROB XNL KNCP xNR WTN ELMIN SSTA SLOPE XLO8L XLCH XLOBR ITRIAL IOC ICONT CORAR T0PWI0 ENDST *SECNO 110580.000 3280 CROSS SECTION 110580.00 EXTENDED 3.03 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.31 3470 ENCROACHMENT STATIONS= 4600.0 11950.0 TYPE= 1 TARGET= -4600.000 110580.000 27.99 451.99 .00 .00 452.01 .02 1.10 .30 449.50 31700.0 12676.9 5800.4 13202.6 13157.8 3723.2 14848.1 3250.9 1931.2 445.30 2.80 .70 1.56 .89 .070 .050 .070 .000 424.30 4600.30 .000149 1700. 4500. 4300. 3 0 0 .00 7330.00 11933.70 * SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENDED 2.72 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110720.000 25.62 452.U2 .00 .30 452.04 .03 .03 .01 45 ?.)0 31700.0 16235.8 8549.0 6915.2 17455.6 4215.2 6616.7 8365.4 2004.1 457.70 2.33 .93 2.03 1.05 .075 .050 .075 .000 425.40 2318 .30 .000289 140. 140. 14 2 0 0 .00 6397.09 10080.00 *SECNO 110750.300 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 ExTENOEO 2.72 F'ET 3370 NORMAL BRIDGE• NRO= 2 MIN ELTRO= .57.70 MAX ELLC= 455.50 110750.000 25.63 452.03 .00 .00 452.05 .03 .01 .00 455.30 31700.0 16243.1 8540.4 6916.6 17434.7 4217.7 6629.9 8394.9 2008.5 457.70 2.84 .93 2.02 1.04 .075 .060 .075 .000 425.40 2313.00 .000267 30. 30. 3). 0 0 0 .00 6393.06 10080.)0 23JAN92 17 :36:44 PAGE 1 SECNO DEPTH CWSEL CRIWS WS=LK EG HV HL OLJSS L - BANK ELEV Q QL08 QCH OROb AL09 ACM AROB VOL TWA R -BANK ELEV TIME VLOd VCH VROb XNL XNCM XNR WIN ELMIN SSTA SLOPE XLOBL XLCH xLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST + SECNO 110790.003 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO . .54 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELEC.. 455.40 IH 35E 110790.000 25.58 451.98 .00 .10 452.14 .16 .J2 .J6 453.50 31700.0 5714.8 16075.5 9909.7 2650.4 4253.2 3886.4 4402.9 2012.0 453.50 2.84 2.15 3.78 2.55 .075 .060 .075 .030 425.40 5155.95 .000990 40. 40. 40. 2 0 0 .00 1301.10 11753.84 •SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRICGE. NRO= 2 MIN ELTRD= 459.50 MAX ELLC= 455.40 110910.000 25.70 452.10 .00 .30 452.25 .15 .12 .i0 453.5U 31700.0 5766.3 16001.4 9932.3 2715.0 4301.0 3951.1 8432.9 2018.4 458.50 2.85 2.12 3.72 2.51 .075 .050 .075 .000 428.40 5155.65 .000940 127. 120. 120. 2 0 0 .J0 1363.89 11759.12 * SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.06 ExTENDED 2.65 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.58 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 25.85 452.25 .00 .00 452.30 .05 .01 .J3 456.50 31700.0 9475.2 9710.3 12506.5 11745.9 3463.3 11191.8 8441.5 2018.5 458.20 2.86 .31 2.81 1.12 .075 .000 .075 .000 426.40 2451.30 .000377 20. 20. 20. 2 0 0 .00 7713.00 11204.00 28JAN9e 17:36:44 PAGE 20 T1 COPPELL CITY - WIDE STORM WATER MANAGEMENT STUDY T2 EXISTING CONOITIONS WITH RECON STUDY 1)0 YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- ADDED XSECTN J1 ICMECK INQ NINV IL'IR STRT METRIC MVINS 0 wSEL , 0 -10 7 0.03070 -1 44i.13 J2 NPROF IPLOT PRFVS XSECV XSECM FN ALLDC IOW CMNIM ITRACE 4 -1 *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 x-SECTION D 99280.000 18.77 446.77 .90 .70 446.81 .03 .27 .J0 445.70 48600.0 21267.0 7096.3 20236.8 16906.0 2564.4 21989.9 3596.1 766.7 443.00 .96 1.25 2.77 .92 .070 .060 .090 .000 423.00 584.57 .000376 753. 930. 750. 2 0 0 .00 8939.10 9600.00 *SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 13.76 447.06 .00 .00 447.09 .03 .19 .00 445.70 48600.0 21447.0 6165.3 20987.7 1621/.5 2344.8 22425.4 4316.1 919.7 443.00 1.12 1.32 2.63 .94 .070 .060 .090 .000 423.30 1)16.92 .000379 760. 760. 760. 1 0 0 .30 8602.70 9782.)7 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIOE OF ACCEPTABLE RANGE. KRATIO = .51 EXISTING FEMA /COr CROSS SECTION 103060.000 19.45 443.45 .30 .00 443.55 .10 1.43 .02 449.60 52800.0 6872.7 9006.0 36927.3 4316.3 1929.3 20941.8 5783.8 1232.9 447.30 1.36 1.59 4.67 1.76 .070 .060 .090 .000 430.10 1143.01 .001713 1850. 302u. 1775. 2 0 0 .00 87413.41 10163.09 28JAN92 17:36:44 PAGE 21 SECNO DEPTH CWSEL CRIWS wS_1K EG HV HL OLOSS L-BANK ELEV Q OLOB OCH OROB ALB ACH AROB VOL TWA R -SANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XL08L XLCH XLOBR ITRIAL IOC ICONT CORAR T0Pw10 ENOST *SECNO 104880.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 104880.000 29.98 449.98 .00 .U0 450.09 .11 1.54 .30 453.50 52800.0 359.8 6396.3 46043.9 253.2 153o.9 18909.7 6238.5 1410.0 452.00 1.46 1.42 4.16 2.43 .070 .060 .078 .000 420.00 2253.49 .001716 1960. 1910. 715. 2 0 0 .00 5151.88 8909.29 *SECNO 105000.090 3265 DIVIDED FLOW 400E0 XSECTION AT LAKES OF COPPELL 105000.000 30.18 453.18 .00 .00 450.29 .11 .20 .30 453.50 52800.0 401.8 6302.3 46C95.9 290.1 1574.8 19435.8 6296.3 1424.8 452.00 1.47 1.38 4.00 2.37 .070 .050 .078 .000 420.00 1425.37 .001566 120. 12G. 120. 0 0 0 .00 5600.39 8876.33 *SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105500.000 31.00 451.00 .00 .90 451.07 .07 .78 .30 453.50 52800.0 690.1 6032.8 46027.1 651.4 1731.0 24895.7 6623.9 1504.0 452..50 1.55 1.04 5.51 1.35 .070 .000 .090 .000 420.90 1359.79 .001148 305. 503. 500. 2 0 0 .00 6414.45 8580.03 *SECNO 106080.009 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9300.0 TYPE= 1 TARGET= 8299.999 106080.000 31.39 451.39 .00 .30 451.43 .04 .36 .00 453.50 37400.0 828.8 5292.7 31278.5 942.9 1807.9 23099.2 6841.3 1554.6 452.00 1.62 .d8 2.93 1.35 .070 .060 .090 .000 420.10 1323.79 .000778 355. 580. 340. 2 0 0 .00 6195.45 8300.00 28JAN92 17:36:44 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L ELEV Q 0108 ]CH OROB AL08 ACH AROB VOL TNA R-iANK ELEV TIME VL0B VCH VROB xNL XNCH xNR WTN ELIIN SSTA SLOPE XLOBL xLCM xLOBR ITRIAL IDC ICONT CORAR T0Pw.0 ENOST * SECNO 110580.000 3280 CROSS SECTION 110580.00 ExTENOED 3.53 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.25 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 28.53 452.53 .00 .00 452.54 .02 1.11 .00 444.50 37400.0 15652.6 6344.9 15402.4 20523.5 3888.0 16225.4 9495.4 2067.8 443.90 2.67 .76 1.63 .95 .070 .060 .070 .000 424.00 4607.00 .000154 170J. 4500. 4300. 3 0 0 .00 7330.00 11930.30 *SECNO 110720.000 3265 DIVIDED FLOw 3280 CROSS SECTION 110720.00 ExTENDLO 3.25 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRO= 457.70 MAx ELLC= 455.50 110720.000 26.15 452.55 .00 .00 452.58 .03 .03 .U1 453.00 37400.0 17790.6 9311.8 8297.6 19857.4 4423.4 7709.9 9612.1 2090.8 457.70 2.70 1.70 2.11 1.08 .075 .060 .075 .000 426.40 2318.00 .000293 14J. 140. 140. 2 0 0 .00 6976.77 10080.00 *SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 3.25 FEET 3370 NORMAL 4RIOGE• NRD= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 26.16 452.56 .00 .00 452.59 .03 .31 .00 453.70 37400.0 19797.7 930[.9 e299.5 19837.7 4426.1 7723.8 9634.1 2095.6 .57.70 1.71 1.00 2.10 1.07 .075 .060 .075 .030 425.40 2313.J0 .000292 30. 3J. 3). 0 0 0 .00 6977.77 10080. ^_0 28JAN92 17 :35:44 PAGE 23 SECNO OEPTM CWSEL CRIWS wSELK EG MV ML OLOSS L-BANK ELEV 0 4LOB OCn OROB ALDB ACH AROB VOL TWA R -SANK ELEV TIME VLOB VCM VP09 XNL XNCH XNR WTN tLMIN SSTA SLOPE XLOBL XLCH XLObR ITRIAL IDC ICONT CORAR TOPWIO ENOST *SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .51 3370 NORMAL BRIDGE. NRD= 2 MIN EITRO= 459.50 MAX ELLC= 455.40 IM 35E 110790.000 26.10 452.50 .00 .00 452.69 .19 .02 .08 456.50 37400.0 6991.0 13608.3 11800.7 28)2.7 4455.6 4161.1 9654.1 2099.5 458.50 2.71 2.42 4.18 2.94 .075 .060 .075 .000 426.40 5154.67 .001143 43. 40. 40. 2 0 0 .00 1372.38 11760.00 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRO= 453.50 MAX ELLC= 455.40 110910.UOu 26.24 452.64 .00 .70 452.63 .18 .13 .90 453.50 37400.0 7055.5 16515.5 11929.0 2956.9 4511.3 4237.0 9696.1 2103.3 453.50 2.72 2.39 4.10 2.79 .075 .000 .075 .000 426.40 5154.32 .001088 120. 1c0. 123. 2 0 0 .00 1375.11 11760.31 *SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 ExTENDED 3.24 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.74 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRO= 456.50 MAx ELLC= 455.70 110930.000 26.43 452.83 .00 .30 452.38 .04 .01 .J4 .56.50 37400.0 12453.4 10044.2 14902.3 14230.8 3595.8 13076.2 9695.9 2105.4 .53.20 2.73 .37 2.79 1.14 .075 .060 .075 .030 426.40 2451.30 .000358 20. 20. 20. 2 0 0 .00 7321.45 11204.00 28JAN92 17:36:44 PA,E 24 T1 COPPELL CITY - WIDE STORM WATER MANAGEMENT STUDY T2 EXISTING CONDITIONS WITH RECON STUDY SPF DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- ADDEO XSECTN J1 ICHECK INJ NINV IDIR STRT METKIC HVINS 0 WSEL FG -10 8 0.00000 -1 449.11 J2 NPROF IPLOT PRFVS xSECV XSECH FN ALLOC IBM CHNIM ITRACE 15 -1 *SECNO 99280.000 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 x 0 99280.000 22.07 450.07 .00 .00 450.11 .03 .18 .30 445.70 91200.0 40709.8 8440.3 42049.8 29499.2 3158.7 39729.9 6401.2 812.8 443.00 .d8 1.43 2.67 1.06 .070 .050 .090 .000 423.00 519.53 . 000266 750. 830. 750. 2 0 0 .00 9081.47 9600.00 *SECNO 100040.000 3470 ENCROACHMENT STATIONS= .0 7900.0 TYPE= 1 TARGET= 9899.979 100040.000 21.98 450.28 .00 .00 450.31 .03 .21 .00 445.70 91200.0 39500.1 7699.6 44010.3 25990.9 2946.1 40696.3 7631.1 959.6 443.)0 1.03 1.52 2.63 1.08 .070 .060 .090 .000 423.30 1005.08 . 000282 760. 760. 760. 2 0 0 .00 8896.92 9900.00 *SECNO 103060.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .58 EXISTING FEMA /COE CROSS SECTION 103060.000 21.18 451.18 .00 .00 451.25 .07 .7t ?1 449.60 97500.0 19176.7 9919.9 63403.4 10272.6 2471.8 39215.2 10216.o 1348.3 447.50 1.19 1.95 4.01 1.74 .070 .060 .090 .000 430.00 1044.44 .000946 1857. 3020. 1775. 2 0 0 .00 9225.60 10270.04 * SECNO 104880.000 3265 DIVIDED FL04 ADDEO XSECTION AT LAKES OF COPPELL 28JAN92 17:36:44 PA;E 25 SECNO DEPTH CWSEL CRIWS wS =LK EG MV HL OIOSS L ELEV Q QLOB OCH QROB AL)B ACM AROB VOL TwA R-9ANK ELEV TIME VLOB VCH VROt XNL XNCH XNR WTN cLMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST 104880.000 32.22 452.22 .00 .00 452.55 .13 1.09 .J2 453.50 97500.0 2510.3 9006.0 85993.7 1637.0 1979.1 31599.6 11036.0 1501.7 452.00 1.38 1.49 4.55 2.72 .070 .060 .082 .000 420.00 1262.45 . 001773 1060. 1810. 715. 2 0 0 .00 7173.84 8929.26 *SECNO 105000.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105000.000 32.43 452.43 .00 .00 452.56 .13 .20 .00 453.50 97500.0 2822.6 8962.6 85714.8 1908.7 2024.1 32282.4 11134.5 1521.6 454.)0 1.39 1.48 4.43 2.66 .070 .050 .082 .000 420.00 1245.46 .001644 123. 120. 120. 2 0 0 .00 7274.29 8937.09 *SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105500.000 33.28 453.28 .00 .00 453.37 .09 .31 .2U 455.50 97500.0 42u0.3 8735.1 34594.6 2917.4 22 ,J7.5 38136.4 11660.7 1616.2 452.30 1.46 1.44 3.94 2.22 .070 .050 .090 .000 420.00 1177.33 . 001205 305. 500. 000. 2 0 0 .00 7087.22 9065.38 *SECNO 106080.000 3470 ENCROACHMENT STATIONS. .0 5300.0 TYPE= 1 TARGET= d299.999 106080.000 33.67 453.67 .00 .00 455.73 .05 .35 .00 453.50 69000.0 4102.8 7173.5 57723.7 3449.8 2293.5 35336.6 12003.3 1675.8 452.00 1.51 1.19 3.13 1.63 .070 .060 .090 .000 420.00 1155.70 . 000727 355. 530. 340. 2 0 0 .00 7144.30 8300.00 *SECNO 110580.000 3280 CROSS SECTION 110580.70 ExTENDEO 5.e7 FEET 3302 WARNING: CONVEYAVCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.02 28JANa2 17 :36:44 =AGE 20 SECNO DEPTH CWSCL CRIWS WSELK EG HV HL OLOSs L-BANK ELEV Q JLOB OCH OROB AL ACH AROB VOL TWA 4 -'ANK ELEV TIME VLOB VCH VROB XNL ;INCH XNR WIN `_LMIN SSTA SLOPE XLObL ALCM XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENOST 3470 ENCROACHMENT STATIONS= 4630.0 11930.0 TYPE= 1 TARGET= -4600.000 110580.000 30.87 454.87 .00 .00 454.19 .03 1.16 .J0 449.'0 69000.0 32539.9 9091.0 27369.1 3852.8 4611.5 22270.3 15872.8 2215.? 443.30 2.33 1.35 1.97 1.23 .070 .000 .070 .000 42.00 4500.00 .000179 1703. 4500. 4303. 3 0 0 .00 7330.00 11930.30 *SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENOEO 5.59 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 23.49 454.39 .00 .90 454.93 .04 .J3 .01 453.30 69000.0 39553.7 12995.4 16451.0 30638.5 5345.0 12751.3 16043.9 2238.7 457.70 2.35 1.29 2.43 1.29 .075 .060 .075 .000 426.40 2313.30 .000313 143. 140. 140. 2 0 0 .00 732e.23 10080.30 *SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 5.60 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110750.000 28.50 454.90 .00 .00 454.94 .04 .01 .00 453.00 69000.0 39559.8 12986.0 16454.2 30673.1 5347.9 12767.9 16077.5 2243.8 457.70 2.36 1.29 2.43 1.29 .075 .060 .075 .000 426.40 2313.00 .000312 30. 30. 30. 0 0 0 .00 7327.34 10080.30 * SECNO 110790.000 3265 DIVIDED FLOW 28JAN92 17:35:44 PAGE 27 SECNO DEPTH CWSEL CRIWS wSLK EG MV HL OLOSS L -BANK ELEY Q 4LOB NCH .ROB AL09 ACH AROB VOL TWA R -BANK ELEY TIME VIOB VCH VPOB XNL xNCH xNR WTN EIMIN SSTA SLOPE xLOBL KLCH *LOBR ITRIAL IDC ICONT CORAR TOPwIO ENOST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .41 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 IH 35E 110790.000 28.35 454.75 .00 .00 455.14 .39 .03 .13 455.50 69000.0 14504.3 32016.0 22479.6 3933.1 5341.5 5394.7 16106.7 2247.8 453.50 2.36 3.69 5.99 4.17 .075 .050 .075 .000 425.40 5147.31 .001900 40. 40. 40. 2 0 0 .00 1433.04 11765.30 * SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 455.50 MAX ELLC= 455.40 110910.000 28.59 454.99 .00 .00 455.37 .37 .22 .01 458.50 69000.0 14657.8 31800.0 22542.2 4051.0 5438.6 5522.0 16147.5 2251.8 453.50 2.37 3.62 5.35 4.08 .075 .050 .075 .000 42o.40 5145.42 .001771 120. 120. 120. 2 0 0 .00 1444.90 11765.54 * SECNO 110930.000 3265 DIVIDED FLOw 3280 CROSS SECTION 110930.00 ExTENDEO 5.85 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.29 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 29.05 455.45 .00 .00 455.48 .03 .01 .10 456.50 69000.0 31041.0 8050.7 29908.3 26052.1 4047.1 21821.0 16162.9 2254.0 458.20 2.37 1.19 1.99 1.37 .075 .050 .07* .000 42'.'0 2451.30 .000339 20. 20. 1 0. 2 0 0 -140.55 8305.09 11204.00 28JAN92 17:36:44 PA;E 2; THIS RUN EXECUTE) 28JAN92 17 :37:02 HEC-2 WATER SURFACE PROFILES Version 4.6.0; February 1991 NOTE- ASTERISK ( *) AT LEFT OF CROSS NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK OF THE TRINITY SUMMARY PRINTOUT SECNO 0 CwSEL DIFWSP DIFWSX GRINS ELTRO ELMIN HV HL SSTA ENOST 99280.000 7500.00 441.66 .00 .44 .00 .00 428.00 .07 .42 685.37 9470.04 99280.000 24400.00 444.63 2.97 .34 .00 .00 428.00 .04 .33 527.37 9473.44 99280.000 39900.00 446.10 1.47 .28 .00 .00 428.00 .03 .29 597.94 9497.33 99280.000 48600.00 446.77 .67 .27 .00 .00 423.00 .)3 .27 584.57 9500.00 99280.000 91203.00 450.07 3.30 .18 .00 .00 428.00 .03 .18 518.53 9600.00 100040.000 7507.00 442.07 .00 .41 .00 .00 423.30 .05 .39 1154.78 9735.50 100040.000 24400.00 444.96 2.89 .33 .00 .00 428.30 .33 .32 1025.39 9738.91 100040.000 39900.00 446.40 1.44 .50 .00 .00 428.30 .03 .29 1)19.75 9755.70 100040.000 48600.00 447.06 .66 .29 .00 .00 428.30 .03 .29 1016.72 9782.07 100040.000 91200.00 450.28 3.22 .21 .00 .00 428.30 .03 .21 1003.08 9900.00 * 103060.000 9700.00 444.46 .00 2.39 .00 .00 431.00 .20 Z.50 3357.52 9457.69 * 103060.000 29100.00 446.74 2.27 1.78 .00 .00 430.00 .15 1.36 1219.63 9930.54 * 103060.000 44700.00 447.90 1.16 1.50 .00 .00 430.00 .11 1.55 1152.40 10112.33 * 103060.000 52800.00 448.45 .55 1.3 .00 .00 430.00 .10 1.43 1148.71 10163.09 * 103060.u00 97500.00 451.16 2.73 .90 .00 .00 430.00 .07 .72 1044.44 10270.04 * 104890.000 9700.00 445.74 .00 1.28 .00 .00 420.00 .09 1.16 2585.40 8836.93 104880.000 29100.00 443.47 2.73 1.73 .00 .00 420.00 .J8 1.66 2277.75 8363.38 104880.000 44700.00 449.52 1.05 1.52 .00 .00 420.00 .10 1.62 2264.33 8995.51 104880.000 52800.00 449.48 .46 1.53 .J0 .00 420.30 .11 1.54 2259.49 8909.29 104880.000 97500.00 452.22 2.24 1.04 .00 .00 420.00 .13 1.09 1262.45 8929.26 105000.000 9700.00 445.81 .00 .07 .30 .00 420.00 .19 .07 2684.19 8837.78 105000.000 29100.00 448.63 2.91 .16 .00 .00 420.00 .08 .15 2275.56 8961.27 105000.000 44700.00 449.71 1.08 .19 .00 .00 420.00 .10 .18 2261.38 8872.09 105000.000 52803.00 450.18 .47 .20 .00 .00 429.00 .11 .20 1425.37 8376.93 105000.000 97500.00 452.43 2.25 .21 .00 .00 420.00 .13 .20 1245.46 8937.09 28JAN92 17 :36:44 PA(E 27 SECNO Q CWSEL DIFWSP OIFASX CMIMS ELTRO SLAIN Hy HL SSTA ENOST 105500.000 9700.00 446.23 .00 .41 .00 .00 42).00 .J7 .39 2581.94 8623.18 105500.000 29103.00 449.29 3.06 .66 .70 .00 420.00 .75 .53 2267.28 965 105500.000 44707.00 450.49 1.20 .78 .00 .00 420.00 .76 .74 1401.74 967..37 105500.000 52803.00 451.00 .52 .82 .00 .00 420.00 .77 .75 1357.73 8580. 105500.000 9750).00 453.28 2.28 .85 .00 .00 420.00 .04 .51 1177.33 9065.38 * 106080.000 7500.00 446.68 .70 .45 .00 .00 420.00 .19 .54 .2679.72 8300.00 106080.000 20900.00 44 2.97 .37 .00 .00 420.00 .74 .36 2262.50 3300.00 106080.000 3170).00 450.27 1.22 .38 .00 .00 420.00 .J4 .36 137).55 8300.00 106080.000 3740).00 451.34 .52 .39 .00 .00 420.00 .04 .36 1323.79 8300.00 106080.000 69000.00 453.57 2.28 .39 .00 .00 420.00 .05 .35 1155.70 9300.00 * 110580.000 7500.00 448.32 .00 1.64 .00 .00 424.00 .01 1.44 5283.77 11927.29 * 110580.000 20903.00 450.78 2.46 1.13 .00 .00 424.70 .01 1.10 4600.00 11930.00 * 110580.000 3170).00 451.49 1.21 1.13 .00 .00 424.00 .02 1.10 4600.70 11933.00 + 110580.000 37400.00 452.53 .53 1.14 .00 .00 424.00 .02 1.11 4600.00 11930.00 * 110580.000 69000.00 454.07 2.34 1.19 .00 .00 424.00 .03 1.16 4600.00 11930.00 110720.000 7500.00 443.34 .00 .02 .30 457.70 426.40 .02 .02 2991.40 10075.77 110720.000 20900.00 450.80 2.46 .02 .00 457.70 425.40 .03 .)3 2313.00 10080.00 110720.000 31700.00 452.02 1.21 .02 .00 457.70 426.40 .73 .03 2319.00 10080.30 110720.000 37400.00 452.5, .53 .02 .00 457.70 426.40 .03 .J3 2313.00 10030.00 110720.000 69700.00 454.39 2.34 .03 .00 457.70 426.40 .04 .03 2318.00 10080.00 110750.000 7500.00 443.35 .00 .01 .00 457.70 426.40 .02 .01 2990.71 10075.78 110750.000 20900.00 457.81 2.46 .01 .00 457.70 425.40 .03 .01 2318.30 10080.00 110750.000 31700.00 452.03 1.21 .01 .00 457.70 425.40 .03 .01 2318.70 10380.00 110750.000 37403.00 452.56 .53 .01 .00 457.70 426.40 .03 .71 2319.30 10)20.00 110750.000 69000.00 454.90 2.34 .01 .00 457.70 426.40 .04 .01 2519.70 10080.00 110790.000 7500.00 448.35 .00 .00 .00 458.50 426.40 .73 .01 5164.97 11750.79 * 110790.000 20900.00 450.79 2.44 -.02 .00 458.50 425.40 .10 .02 5153.97 11756.20 * 110790.000 31700.00 451.98 1.19 -.95 .00 458.50 425.40 .16 .02 5155.95 11758.94 * 110790.000 37403.00 452.50 .52 -.06 .00 458.50 426.40 .19 .72 5154.57 11767.30 * 110790.000 69000.00 454.75 2.25 -.15 .00 458.50 426.40 .39 .)3 5147.31 11765.00 110910.000 7500.00 448.38 .00 .03 .00 458.50 426.40 .03 .03 5164.31 11750.34 110910.000 20900.00 450.88 2.49 .08 .00 458.50 426.40 .09 .08 5158.57 11756.39 110910.000 31700.00 452.10 1.23 .12 .00 458.50 426.40 .15 .12 5155.55 11759.12 110910.000 37400.00 452.64 .54 .14 .30 458.50 426.40 .18 .13 5154.32 11760.31 110910.000 69000.00 454.49 2.35 .24 .00 458.50 426.40 .37 .22 5145.42 11765.54 110930.000 7500.00 448.38 .00 .00 .00 456.50 426.40 .04 .01 3397.38 104C2.25 110930.000 20900.00 450.93 2.55 .05 .30 456.50 426.40 .06 .01 2451.00 10791.50 * 110930.000 31700.00 452.25 1.32 .15 .00 456.50 426.40 .75 .71 2451.00 11204.00 * 110930.000 3740).00 452.63 .59 .19 .00 456.50 426.40 .74 .01 2451.00 11204.00 * 110930.000 69000.00 455.45 2.62 .46 .00 456.50 426.40 .33 .01 2451.70 11204.00 28JAN92 17:35:44 an 3) SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 93739.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 2 CONVEYANCE CHANGE ')UTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103360.300 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 104380.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 106380.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110530.000 PROFILE= 4 CONvEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING )ECNO= 110980.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113790.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113390.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ELM FORK IIF. MULTIPLE PROFILES WITH PROPOSED RECLAMATION 28JAN92 18:2E:07 PA;E 1 THIS RuN EXECUTE) 28JAN92 11:28:07 HEC WATER SURFACE PROFILES Version 4.6.0; February 1991 T1 COPPELL CITY-WIDE STORM WATER MANAGEMENT STUDY T2 PROP FILL CONDITIONS WITH FULLY DEVELOPED 2 YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER --FILL ADOED FOR VILLAGES OF COPPELL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 2 0.00000 439.25 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRALE 1 -1 J3 VARIAOLE COOES FOR SUMMARY PRINTOUT 38 43 1 50 51 2 40 42 10 11 53 54 0 J5 LPRNT NUMSEC REQUESTED StCTION NUMBERS -10. 13. 99230. 100040. 103060. 104880. 105000. 105500. 106080. 110580. 110720 110750 110790. 110910. 110930. QT 7 7500 17300 24400 325)0 39900 48600 91200 NC .07 .1 .06 .1 .3 X1 93670 42 8200 8470. 50 50 5J. GR 445 1000 445 1080 446 1180 446 1240 441 1530. GR 440 2300 439.5 2700 440.5 2900 439 301C 438.5 330). GR 443 3720 446.5 3810 449.5 4200 470.0 4300 470.0 5750. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 e391. GR 437.5 9420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 445 10220 NC .3 .5 SANDY LAKE ROAO X1 93730 40. 8490 88)0 60 60 60. BT 2 8490 443.5 439.6 8800 448.5 444.6 GR 450 1000 447 1420 447 1620 443 202U 442 24 °0 GR 441.5 3620 442 3820 450 4420 451 48!0 447 5220. GR 447 5420 443.5 5820 443.5 6120 445 6330 442 6890 GR 445 7290 443.5 7860 441 7920 439.5 9010 437.5 3030 GR 431 3050 436.5 8090 441.5 8110 444 8120 443.5 3170 GR 443 3370 443.5 8490 459.6 8490 436 3640 418 8650 28JAN92 18:28:07 PA'E 2 GR 420 8670 414.5 3700 444.6 8800 448.5 38)0 446 9870 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 X1 93760 30 30 j0 X2 1 NC .07 .07 .06 X1 93810 49 8200 8450 50 50 50 GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 43 2700 440.5 2900 439 3010 458.5 3330 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.3 5000 446 5090 444 5240 4.2.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6650 GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 4290 GR 418 3230 420 3250 414.5 8280 437.5 8390 439 44000 GR 439 8450 443.5 8590 444.5 9620 443.5 10000 442 10140 GR 443 10540 444 10650 444 10800 445 1)950 NC .07 .09 .06 .1 .3 X1 97570 56 5490 5690 2100 1700 3760 X3 10700 470 GR 450 600 446 820 444 880 444 110 442 1420 GR 442 1870 440 2130 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5450 GR 440 5470 433 5440 423 5525 423 5575 433 5510 GR 436 5630 440 5680 440 5920 442 60)0 442 6630 GR 440 5750 439 6830 438 7200 440 7350 433.2 7350 GR 433.2 7440 440 7470 440 7500 442 9000 442 9150 GR 440 8100 44) 8175 433.2 8200 433.2 3265 440 9270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9635 434 9700 440 9710 444 9750 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 GR 45J 12170 X1 98450 49 14035 14215 800 700 830 x3 19600 470 X4 1 441.5 9790 GR 451 9600 444 9630 441.5 11190 439.7 112)0 439.7 11830 GR 442 11840 440.5 12590 441.2 12925 442.5 13090 443 13140 GR 443 13700 444.5 13830 444.9 14000 445.7 14035 426.9 140 GR 42o 14180 443 14215 442.9 14290 444.5 14390 442.9 15415 GR 443.4 15500 442.1 15600 444.5 15685 443 16640 442.5 167)0 GR 442.5 16800 441.4 17000 440.2 17115 439.8 17500 440 17600 GR 441.6 17800 442 13200 443.6 18800 443.5 19900 446.5 19000 GR 446.5 19100 447.5 19185 447.3 19235 428.3 19255 428.5 19305 GR 446 19325 447.5 19800 446 20400 446.9 20900 446.5 21000 GR 448 21100 455 21200 457.5 21300 459.2 21420 28JAN92 18:28:v7 PAGE 3 X SECTION 0 X1 99280 49 4035 4215 750 750 830 X3 9600 470 X4 1 441.5 690 GR 451 500 444 1030 441.5 1190 439.7 12)0 459.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3050 443 3130 GR 443 3700 444.5 3830 444.9 4000 445.T 4035 428.9 4040 GR 428 4180 443 4215 442.9 4290 444.5 43/0 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 75)0 4.0 76)0 GR 441.6 7800 442 3200 443.6 8800 443.5 5900 446.5 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 425.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 110)0 GR 448 11100 455 11200 457.5 11300 459.2 11420 X1 100040 49 4)35 4215 760 760 760 X3 9900 470 GR 451 1000 444 1030 441.5 1190 439.7 12)0 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3030 443 3130 GR 443 3700 444.5 3830 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 5800 441.4 7000 440.2 7115 439.8 75)0 440 76)0 GR 441.6 7800 442 8200 443.6 8800 443.5 6970 446.5 92)0 GR 446.5 9350 447.5 9600 447.3 7650 428.3 9630 428.5 9770 GR 446 9740 447.5 9800 447 10400 446.9 10930 447 110)0 GR 448 11100 455 11270 457.5 11300 459.2 11420 pT 7 0700 21500 27100 37200 44700 52800 97510 EXISTING FEMA /COE CROSS SECTION X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. v51.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. GR 444.8 1630. 444.9 1633. 446.0 1646. 445.7 2153. 445.8 2245. GR 446.6 2479. 447.5 2599. 447.9 2675. 448.0 2745. 445.2 2345. GR 445.2 2946. 441.3 3061. 448.3 3075. 449.0 3213. 449.2 3306. GR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3554. 446.9 3605. GR 448.4 3656. 445.5 3703. 447.6 3851. 446.6 4531. 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 438). 446.4 4962. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. GR 443.3 5549. 442.3 5560. 442.3 5570. 443.8 558). 444.0 5391. GR 443.8 5949. 444.9 6047. 443.8 6208. 443.7 6241. 443.2 6353. GR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7017. 444.2 7402. GR 444.2 7408. 444.8 7823. 445.2 7947. 444.7 7 444.3 8019. GR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 1527. 446.6 3564. GR 447.4 8770. 447.4 8819. 437.9 8848. 438.1 8387. 446.9 8905. GR 447.8 8964. 447.8 9087. 445.0 9182. 446.4 9223. 447.1 9285. GR 447.8 9315. 439.8 9326. 413.2 9367. 439.7 9393. 440.9 9439. GR 444.9 9460. 447.6 9499. 447.4 9548. 447.3 9655. 446.6 9912. GR 447.5 10034. 443.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. GR 457.1 10540. 28JaN92 18:28:07 PAGE 4 NH 5 0.07 2630. 0.06 2850. 0.09 8670. 0.050 834). .035 NH 915U ADDED XSECTION (FILL ADDED FOR VILLE;ES OF COPPELL) X1 104880 53 2630. 2350. 10e0.0 715.0 1810.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2750 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4E30 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7350 446.5 7740 448.5 8250 450 8320 GR 450 8570 449.0 8670 433 8680 42U 8720 433 8750 GR 435.5 9790 443.5 8810 446 8840 447 6345 451.0 9951 GR 451.0 3953 452.0 3855 454 8865 456 9150 NH 5 0.07 2630 3.36 2850 0.09 8670 0.050 8347 .075 NH 9105 ADDED XSECTION (FILL ADDED FOR VILLA ;ES OF COPPELL) X1 105000 54 2630. 2850. 120.0 120.0 120.0 GR 460 1000 453.5 1150 450 1440 451 1970 453 2220 GR 447.5 2290 447.5 2350 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4850 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 8050 450 3120 GR 450 8570 449 8670 433 8690 420 5720 433 9750 GR 435.5 8790 445.5 9810 446 8840 447 8847 451.0 9953 GR 451.0 9855 452.3 9858 454 8867 456.0 91)5 ADDED XSECTION (FILL 4UDE0 FOR VILLA;ES OF COPPELL) X1 105500 52 2630 2850 305 600 500 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 28 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 3340 GR 446 3380 447.5 8440 449 8470 433 9480 420 9520 GR 433 8550 435.5 8590 443.5 8610 448 8640 449.0 3643 GR 452.0 8652 454 9275 QT 7 7500 15500 20900 26700 31700 374)0 69000 X1 106080 52 2630. 2850. 355.0 340.0 590.0 x3 0 0 0 0 0 8300 GR 460 1000 453.5 1160 450 1440 451 1870 453 22 ?0 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2750 444 2800 452 235C 433.5 2990 GR 450 2900 451 2970 451 3160 450 5310 445 3050 28JAN92 18:23:07 °AGE 5 GR 449 4150 445.5 4570 444 4620 441.5 4650 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4340 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7350 446.5 7740 448.5 9250 443 9340 GR 446 8390 447.5 3440 449 8470 433 8410 420 9520 GR 433 8550 435.5 3590 443.5 8610 449 9640 448.5 3900 GR 446.5 9050 455 9560 NC 0.070 0.070 0.060 X1 110580 40 903) 9340 1700 4300 4500 x3 0 0 0 4600 GR 449 3800 449.5 3850 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 448 5300 448 5940 449 6300 446.5 70)0 GR 447.5 7220 441.5 7260 447 7330 448.5 7500 446.5 7570 GR 446 7750 447.5 8100 446.5 8680 449.5 9030 447 9090 GR 441 9110 443 9 150 429 9180 424 9220 437.5 9250 GR 445 9300 443 9340 448.5 9550 447 98)0 446.5 1)470 GR 444.5 10480 444.5 10630 447.5 10650 447.5 10300 445.5 10870 GR 448.5 11170 448 11490 442 11500 441.5 119)0 449 11930 NC 0.075 0.075 0.060 .3 .5 X1 110720 45 7237 7635 14U 140 140 BT 2 7237 458 455.5 7635 457.7 455.2 GR 449.3 2318 444.8 2776 447 3171 442.4 3552 445.5 3591 GR 447.5 3600 442.9 3643 449.5 4000 450.2 43)4 449 4795 GR 447.7 5114 446.6 5361 446.3 5552 444.5 5624 445.9 5700 GR 449.8 6157 449.9 6642 458 7237 455.5 7237 447.8 7256 GR 446.6 7311 442.3 7337 440.9 7375 435 7395 426.4 7437 GR 433.2 7474 439.2 7497 443.8 7535 446.7 7537 448.9 7635 GR 457.7 7635 451.7 8075 450.9 9531 449.3 3922 430.8 9217 GR 445.6 9904 445.1 9827 442.7 9895 457.8 9915 437.2 9932 GR 433.7 9945 441.7 9955 442.2 10000 444.9 10057 450 10090 x1 110750 30 30 30 X2 1 IN 35E X1 110790 67 9050 9449 40 40 40 BT 2 9050 453.5 455.4 9448 458.5 455.4 GR 457 4000 457 5130 454.4 5150 448.3 5165 446.9 5270 GR 446.7 5225 447.6 5244 447.6 5264 446.4 5278 446.7 5295 GR 454.4 5305 457 5325 458 7180 454.7 72)0 445.8 7225 GR 445.4 7250 445.2 7300 445 7350 444.4 74)0 444.8 7410 GR 442.2 7422 441.6 7427 442 7433 444.5 7450 446 7475 GR 454.5 7516 458 7536 458 8600 458.5 9050 455.4 9050 GR 447.8 9069 446.6 9170 445.4 9124 442.3 9150 440.9 9198 GR 435 9198 420.4 9250 433.2 9287 439.2 9300 443.8 9350 GR 446.7 9400 449.9 9448 458.5 9448 457 79)0 458 10345 GR 454 10375 447.1 10395 446.1 10425 445.o 10475 444.9 10500 GR 445.6 1)525 440.7 10575 447.3 10609 454.5 10619 458 10639 GR 457 11450 448 11490 443.1 11500 442.7 11548 437.8 11558 GR 437.2 11535 438.7 1159! 441.7 11608 442.2 11653 444.9 11720 GR 448 11750 457 11770 28JAN92 18:28:07 PAGE 6 X1 110910 120 120 110 X2 1 X1 110930 39 7204 7430 20 20 20 8T 2 7204 450.5 454 7430 458.2 455.7 GR 449.6 2451 451 2850 451.4 3149 448.4 3392 447.9 36)8 GR 449.8 4001 459.5 4400 449.9 4702 449.5 4949 448 5541 GR 446.7 5631 447.8 5705 449.2 0095 449.5 6448 456.5 72)4 GR 445.4 7204 442.3 7230 440.9 7268 435 7279 426.4 7330 GR 433.2 7367 439.2 7330 443.8 7430 458.2 7430 456.1 76)5 GR 457.4 7614 450.6 8138 449.4 8695 448.7 3750 449.5 9911 GR 449 8827 450.5 9214 446.2 9730 444.9 9719 442.5 9922 GR 442.3 10061 449.4 10459 451 10807 452.1 112)4 X1 110980 40 9030 9340 50 50 50 GR 449 3250 449.5 3850 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 443 5300 448 5940 449 63)0 446.5 7090 GR 447.5 7220 441.5 7260 447 7330 448.5 7560 446.5 7570 GR 446 7750 447.5 9100 446.5 8680 449.5 4030 447 9080 GR 441 9110 443 9150 429 9180 424 9220 437.5 9250 GR 445 9300 448 9340 448.5 9550 447 4890 446.5 1)470 GR 444.5 10480 444.5 10630 447.5 10650 447.5 10800 445.5 10870 GR 448.5 11170 448 11480 442 11500 441.5 119)0 449 11930 NC 0.080 0.085 0.060 .1 .3 X1 113000 45 2530 9700 1250 1800 2020 GR 451 4400 451 4410 446 4480 452 4550 450 4690 GR 451 5000 451 5220 449 5410 444 5470 447 5430 GR 450 5720 446 6000 449 6260 449 6400 447.5 6650 GR 449 6760 445 7340 446.5 7630 445.5 7390 438.5 7900 GR 439 7960 447 7990 447.5 8020 446 82)0 450 9300 GR 446 9350 445 8400 446 8530 428.5 3570 421.5 3620 GR 421 3670 449 8700 449.5 8850 447.5 9020 448.5 9600 GR 448 9750 443.5 9800 444.5 9810 444.5 9360 448 9870 GR 448.5 11000 444.5 11030 445 11060 448.5 11030 450.5 116)0 MKT RAILROAD X1 113090 39 8380 8700 90 90 90 8T 2 8380 455.5 452.8 8700 456 452.4 GR 451.5 4400 452 4430 452.5 4450 446.5 4460 446 4430 GR 452.5 4510 452 5020 452 5430 446 5440 4.4 5470 GR 440.5 5480 452 5490 452 6930 451 7430 452.5 7890 GR 438.5 7890 439 7950 453 7990 455.5 9330 452.8 8380 GR 446 8420 445.5 8540 428.5 8570 421.5 3620 421 9670 GR 452.4 3700 456 8790 453 9210 452.5 97)0 444.5 9910 GR 444.5 9860 452.5 9870 451.5 10620 452.5 17820 452.5 11020 GR 444.5 11030 444 11060 452.5 11070 452.5 11600 28JAN92 18:23:07 PAGE 7 X1 113110 0 0 0 20 20 20 X2 1 28JAN92 18:28 :37 PAJE SECNO DEPTH CwSEL CRIwS wSELK EG HV Hl GLOSS L-HANK ELEV Q GLOB JCH QROB ALDB ACM AROB VOL TWA R -SANK ELEV TIME VLOB VCH VROB xNL XNCH XNR WTN EIMIN SSTA SLOPE XL08L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.979 X-SECTION 0 99280.000 13.66 441.66 .00 .00 441.72 .07 .42 .00 445.70 7500.0 1192.1 4381.6 1926.3 1933.8 1672.6 1860.9 607.2 255.5 443.J0 .96 .63 2.62 1.04 .070 .060 .090 .030 423.00 696.97 . 000524 753. 830. 750. 2 0 0 .30 2314.40 9470.04 * SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 13.77 442.07 .00 .00 442.11 .05 .39 .00 445.70 7500.0 1780.0 3471.6 2248.4 2618.7 1472.3 2352.9 710.8 310.2 443.00 1.10 .68 2.36 .96 .070 .060 .090 .030 423.30 1154.08 . 000500 763. 760. 760. 1 0 0 .00 3457.93 9735.50 * SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .60 EXISTING FEMA /COE CROSS SECTION 103060.000 14.46 444.46 .00 .00 444.56 .20 2.50 .05 444.50 9700.0 .0 5499.5 4200.5 .0 1212.7 2667.3 961.8 443.3 447.50 1.31 .00 4.54 1.57 .000 .060 .090 .000 430..0 5157.52 .002346 1850. 3020. 1775. 3 0 0 .00 2763.49 9457.69 *SECNO 104880.000 3265 DIVIDED FLOW 28JAN92 18:28:07 PAGE SECNO OEPTH CWSEL GRINS .ISELK EG Hy HL OLOSS L-BANK ELEV 0 GLOB 0CH OROB ALOE ACH AROB VOL TWA R -SANK ELEV TIME VLOB VCH VROb XNl XNCH XNR WTN ELMIN SSTA SLOPE XLOBL xLCH XLOBR ITRIAL IDC ICONT CORAR T0PNI0 ENOST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.02 ADDED XSECTION (FILL ADDED FOR V1LLE,ES OF COPPELL) 104880.000 25.74 445.74 .00 .30 445.34 .09 1.10 .01 453.50 9700.0 .0 1883.5 7810.5 .0 895.9 3087.4 1052.6 430.1 452.00 1.43 .00 2.13 2.53 .000 .000 .062 .000 420.00 2585.40 .000575 1063. 1810. 715. 2 0 0 .00 1278.87 8836.93 *SECNO 105000.300 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLA;ES OF COPPELL) 105000.000 25.81 445.81 .00 .90 445. ?0 .09 .07 .00 453.50 9700.0 .0 1882.7 7817.3 .0 894.8 3170.4 1063.7 433.6 452.00 1.45 .00 2.10 2.47 .000 .060 .062 .000 420.00 2594.89 . 000561 120. 120. 120. 2 0 0 .00 1325.60 8937.78 *SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLA OF COPPELL) 105500.000 26.23 446.23 .00 .30 445.29 .07 .39 .00 453.50 9700.0 .0 2432.7 7207.3 .0 948.1 3864.2 1122.7 504.5 452.30 1.53 .00 c.57 1.98 .000 .050 .090 .000 420.00 2681.)4 . 000817 305. 500. 500. 2 0 0 .30 1757.92 8528.18 *SECNO 106080.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .45 3470 ENCROACHMENT STATIONS= .0 9300.0 TYPE= 1 TARGET= 82 ?9.999 106080.000 26.68 446.65 .30 .30 445.37 .19 .54 .04 453.5U 7500.0 .0 4494.9 3005.1 .0 100/.1 2527.2 1100.7 523.9 452.30 1.56 .J0 4.45 1.19 .000 .050 .090 .000 420.00 2578.72 . 002401 355. 580. 340. 2 0 0 .00 330 8300.00 28JAN92 18:28 :07 PAGE 1u SECNO DEPTH CWSEL CRIWS WSELK EG HV Hl OLOSS L-3ANK ELEV Q GLOB OCH OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL xNCH XNR WTN ELMIN SSTA SLOPE xIOBL KICK x1061 ITRIAI IDC ICONT CORA. TOPWIO ENOST * SECNO 110580.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIOE OF ACCEPTABLE RANGE. KRATIO = 4.29 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 24.32 448.32 .00 .)0 448.33 .01 1.44 .22 449.50 7500.0 1102.3 3135.7 3262.0 3443.9 259..0 5336.5 1802.2 865.1 443.00 2.99 .32 1.21 .61 .070 .06U .070 .000 424.00 5239.07 .000130 1700. 4500. 4300. 5 0 0 .00 5782.01 11927.29 * SECNO 110720.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 21.94 448.34 .00 .30 448.36 .02 .02 .00 458.30 7500.0 2117.9 359c.2 1789.9 4150.7 2804.0 2129.6 1835.1 579.1 457.70 3.04 .51 1.28 .84 .075 .060 .075 .000 426.40 2/91.40 .000182 14). 140. 143. 2 0 0 .00 2929.52 10075.77 * SECNO 110750.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRO= 457.70 MAX E110= 455.50 110750.000 21.95 448.35 .00 .00 443.36 .02 .01 .00 453.30 7500.0 2120.7 3589.7 1789.7 4159.9 2805.7 2132.3 1841.3 881.1 457.70 3.04 .51 1.28 .84 .075 .060 .075 .000 426.40 2990.75 .000181 30. 30. 30. 0 0 0 .00 2932.75 10075.78 *SECNO 110790.000 28JAN92 18:28:07 oA;E 11 SECNO OEPTH CWSEL CRIWS WSELK EG HV HL OLOSS 1-3ANK ELEV Q 0LOB QCH UROB ALOE ACM AROB VOL TWA R -3ANK ELEV TIME VL08 VCH VROB XNL XNCM XNR WTN ELMIN SSTA SLOPE XLOBL XLCH KLOBR ITRIAL IOC ICONT CORAR TOPWIO ENOST 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 459.50 MAX ELLC= 455.40 IN 35E 110790.000 21.95 448.35 .00 .00 443.38 .03 .01 .01 458.50 7500.0 819.5 4594.7 2085.8 1115.0 2860.6 2041.0 1848.2 883.0 459.50 3.05 .73 1.61 1.02 .075 .060 .075 .000 426.40 5164.87 .000278 4). 40. 40. 0 0 0 .00 1e66.95 11750.79 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 459.50 MAX ELLC= 455.40 110910.000 21.98 449.38 .00 .00 448.41 .03 .03 .00 453.50 7500.0 824.3 4586.7 2099.1 1124.1 2868.8 2051.9 1864.8 936.5 459.50 3.08 .73 1.60 1.02 .075 .060 .075 .000 420.40 5164.91 .000275 123. 120. 120. 0 0 0 .00 12o7.93 11750.94 *SECNO 110930.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 21.98 445.38 .00 .)0 443.42 .04 .01 .01 456.50 7500.0 79.4 5032.5 2339.1 351.2 2540.6 2948.9 1867.6 837.3 453.20 3.08 .24 1.96 .79 .075 .060 .075 .000 420.40 3397.38 .000260 20. 20. 20. 0 0 0 .00 1952.84 10402.25 28JAN92 18:29:77 °A;E 12 T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 PROP FILL CONDITIONS WITH RECON STUDY 10 YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- FILL ADDED FOR VILLAGES OF COPPELI J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q .SEL FC -10 4 0.00000 -1 442.36 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBM CHNIM ITRACE 2 -1 *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9670.0 TYPE= 1 TARGET= 9599.999 X-SECTION 0 99280.000 16.63 444.63 .00 .70 444.67 .04 .33 .00 445.70 24400.0 9838.7 5921.1 8640.2 9691.2 2131.0 11220.3 2018.0 628.8 443.30 1.08 1.02 2.71 .77 .070 .050 .090 .000 429.00 627.37 . 000438 750. 830. 750. 2 0 0 .00 8350.90 9473.44 *SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9879.999 100040.000 16.66 444.96 .00 .00 444.99 .03 .32 .00 445.70 24400.0 10497.2 4837.5 9065.3 9916.4 1964.1 11783.2 2425.9 772.0 443.00 1.25 1.06 2.46 .77 .070 .050 .090 .000 423.30 1025.39 . 000409 760. 760. 760. 0 0 0 .00 8069.38 9738.81 *SECNO 103060.00-0 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .49 EXISTING FEMA /COE CROSS SECTION 103060.000 16.74 446.74 .00 .00 440.89 .15 1.86 .C4 449.00 29100.0 1393.2 8240.7 19466.1 1349.7 1604.7 10883.5 3250.9 1073.7 447.50 1.46 1.03 5.14 1.79 .070 .1,00 .090 .000 430.00 1219.63 .002444 1850. 3010. 1775. 3 0 0 .30 6294.54 9930.64 28JAN92 18 :28 :07 PA;E 13 SECNO DEPTH CWSEL CRIWS WS_LK EG HV HL OLOSS L - 3ANK ELEV Q ULOB UCH 4R0B ALO8 AC4 AROB VOL TWA R -3ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XL08R ITRIAL IOC ICONT CORAR TDPWIO ENOST * SECNO 104880.000 3265 DIVIDED FLOW ADOED XSECTION (FILL ADDED FOR VILLE3ES OF COPPELL) 104880.000 28.47 448.47 .00 .)0 448.56 .08 1.06 .01 053.50 29100.0 55.7 4392.5 24651.8 79.5 1276.5 11827.2 3514.5 1174.7 452.00 1.58 .70 3.44 2.08 .070 .060 .073 .000 420.00 2277.75 .001288 1063. 1810. 715. 1 0 0 .00 4722.96 8847.19 * SECNO 105000.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLASES OF COPPELL) 105000.000 24.63 443.63 .00 .00 448.70 .08 .15 .,0 453.50 29100.0 70.4 4304.6 24725.0 95.4 1303.3 12345.1 3551.6 1137.5 432.00 1.00 .74 5.30 2.00 .070 .060 .073 .000 420.00 2275.66 .001175 120. 120. 120. 2 0 0 .00 4579.52 8849.44 * SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLA;ES OF COPPELL) 105500.000 29.29 44/.29 .00 .J0 449.34 .05 .63 .70 453.50 29100.0 149.1 4390.8 24560.2 166.5 1414.3 16218.3 3764.8 1253.0 452.00 1.69 .90 3.10 1.51 .070 .060 .090 .000 420.00 2261.77 .000997 305. 500. 600. 2 0 0 .00 5094.75 8043.06 * SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9300.0 TYPE= 1 TARGET= 8299.999 106080.000 29.65 449.65 .00 .90 44/.70 .04 .36 .U0 453.50 20900.0 194.4 4279.5 1o426.2 211.1 1470.8 14699.3 3906.3 1292.o 452.00 1.7o .92 2.39 1.12 .070 .050 .090 .000 420.00 2262.60 .000847 355. 580. 340. 2 0 0 .J0 4774.95 8300.00 28JAN92 18:28 :77 PAGE 14 SECNO DEPTH CWSEL CRIWS wSELK EG HV Hl OLJSS 1 -8ANK ELEV Q 0108 3CH UROB AL08 ACH AROB VOL TWA R-1ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IDC ICONT CORAR TOPWID ENUST *SECNO 110580.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110580.00 EXTENDED 1.78 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.46 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= -4600.000 110580.000 26.78 450.78 .00 .00 450.79 .01 1.10 .G0 449.50 20900.0 7246.0 4704.2 8949.8 12832.1 3345.0 11688.4 5712.4 1751.4 443.00 3.04 .56 1.41 .77 .070 .060 .070 .000 424.00 4603.00 . 000140 1700. 4500. 4300. 4 0 0 .J0 7138.24 11930.00 *SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENDED 1.50 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 24.40 459.90 .00 .00 450.33 .03 .03 .01 453.00 20900.0 9510.6 6903.6 4485.7 12070.9 3744.2 4406.7 5789.7 1773.0 457.70 3.08 .79 1.54 1.32 .075 .000 .075 .000 420.40 2313.00 . 000275 140. 140. 143. 2 0 0 .00 6301.54 10080.00 * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 1.51 FEET 3370 NORMAL BRIDGE. NRO= e MIN ELTRO= 457.70 MAX ELLC= 455.50 110750.000 24.41 450.81 .00 .00 450.84 .03 .01 .00 455.J0 20900.0 9518.5 6896.0 4485.5 12078.3 3746.6 4416.3 5803.6 1777.4 457.70 3.08 .79 1.84 1.02 .075 .060 .075 .000 420.40 2318.00 . 000274 33. 30. 33. 0 0 0 .00 6303.24 10080.00 28JAN92 18:29:07 PA,E 15 SECNO DEPTH CWSEL CRIWS wSELK EG MV HL OLOSS L - TANK EIEV 0 0108 JCH UROB ALOB ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCM XNR WTN ELMIN SSTA SLOPE XLOEL XLCM XLOBR ITRIAL IOC ICONT CORAR TGPWID ENDST *SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .63 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 IM 35E 110790.000 24.39 450.79 .00 .00 450.39 .10 .J2 .u4 453.50 20900.0 3396.8 11132.3 6370.9 2139.1 3792.3 3267.5 5817.1 1730.9 4513.50 3.09 1.59 2.94 1.95 .075 .060 .075 .000 425.40 5158.87 . 000686 40. 40. 40. 2 0 0 .00 1334.16 11756.20 * SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRO= 459.50 MAx ELLC= 455.40 110910.000 24.48 450.88 .00 .00 450.97 .09 .08 .00 .59.50 20900.0 3425.8 11090.6 6383.6 2175.5 3824.7 3310.9 5842.6 1734.6 459.50 3.10 1.57 2.90 1.93 .075 .050 .075 .000 426.40 5153.67 . 000662 120. 120. 120. 2 0 0 .00 1536.07 11756.39 *SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 EXTENOED 1.33 FEET 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 24.53 450.93 .00 .00 450.79 .06 .01 .01 456.50 20900.0 4037.9 9901.4 7900.7 6251.1 3154.9 7289.9 5848.6 1736.4 453.20 3.11 .64 2.31 1.09 .075 .060 .075 .000 425.40 2451.00 . 000422 20. 20. 20. 2 0 0 .10 6693.70 10791.31 28JAN92 18:29:37 PAGE 15 T1 COPPELL CITY -WIDE STORM WATER MANAGEMEYT STUDY T2 PROP FILL CONDITIONS WITH RECON STUDY 50 YEAR OISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- FILL ADDED FOR VILLAGES OF COPPELL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 wSEL F0 -10 6 0.000)0 - 1 444.28 J2 NPROF IPLOT PRFVS xSECV XSECH FN ALLOC IOW CHNIM ITRALE 3 -1 *SECNO 99280.030 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 X- SECTION D 99280.000 18.10 446.10 .00 .00 446.14 .03 .28 .00 445.70 39900.0 17222.9 6649.4 15027.7 14693.7 2444.1 18518.1 3079.6 727.4 443.30 1.01 1.17 2.72 .87 .070 .060 .090 .000 428.00 507.94 . 000388 750. 830. 750. 2 0 0 .00 8672.32 9497.33 *SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9849.999 100040.000 18.10 446.40 .00 .J0 446.43 .03 .29 .00 445.70 39900.0 17585.4 5694.5 16620.1 14223.4 2220.1 18940.5 3699.4 875.3 443.00 1.17 1.24 2.56 .88 .070 .050 .090 .000 428.30 1019.75 . 000385 760. 760. 760. 1 0 0 .00 8273.75 9755.70 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .50 EXISTING FEMA /COE CROSS SECTION 103060.000 17.90 447.90 .00 .00 448.31 .11 1.55 .,2 449.50 44700.0 4834.5 8843.9 31021.6 325 1825.2 17373.9 4951.1 1224.e 447.50 1.41 1.48 4.85 1.79 .070 .050 .090 .030 433.30 1152.40 .001962 1853. 3020. 1775. 2 0 0 .30 8403.20 10112.33 28JAN92 19 :23:07 RAGE 17 SECNO DEPTH CWS[L CRIWS WS_LK EG MV HL OLOSS L - dANK ELEV Q QLOB UCH ROB AL)B ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH xLOBR ITRIAL IDC ICONT CORAR TOPWIO ENOST * SECNO 104880.000 3265 DIVIDED FLOW ADDEO XSECTI0N (FILL ADDED FOR VILLE;ES OF COPPELL) 104880.000 29.52 449.52 .00 .00 449.62 .10 1.62 .J0 453.50 44700.0 236.9 5770.5 38692.5 194.2 1454.7 16672.6 5340.8 1346.9 452.30 1.51 1.22 3.97 2.32 .070 .050 .076 .000 .23.30 2264.32 .001604 1060. 1910. 715. 2 0 0 .J0 4994.04 8843.7E *SECNO 105000.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLA ;ES OF COPPELL) 105000.000 29.71 449.71 .00 .00 449.81 .10 .18 .30 453.50 44700.0 268.3 5676.1 38755.6 218.3 1438.9 17144.2 5392.0 1350.5 452.00 1.52 1.23 3.81 2.26 .070 .060 .077 .000 420.00 2251.87 . 001464 120. 120. 120. 2 0 0 .00 4837.17 8851.36 * SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLA;ES OF COPPELL) 105500.000 30.49 450.49 .90 .00 450.55 .06 .74 .00 453.50 44700.0 430.6 5543.0 33726.4 396.4 1632.0 22097.7 5682.3 1431.2 452.00 1.51 1.11 3.40 1.75 .070 .060 .090 .000 420.00 1403.93 . 001107 305. 500. 500. 2 0 0 .J0 5743.51 8547.46 * SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 1300.0 TYPE= 1 TARGET= 8299.999 106080.000 30.87 450.87 .00 .00 450.71 .04 .36 .00 453.50 31700.0 507.0 4948.3 26244.8 576.7 1705.0 20406.8 5874.3 1477.8 452.30 1.57 .88 2.90 1.29 .070 .060 .090 .000 .20.30 1170.43 .000790 355. 580. 349. 2 0 0 .00 5372.20 8300.00 28JAN92 18 :28:]7 PAGE 13 SECNO DEPTH CWSEL CRIWS dSELK EG Hy HL OLO.)S L -BANK ELEV Q GLOB JCH .R08 ALOE ACH AROB VOL TWA R -6ANK ELEV TIME VLOB VCN VR08 XNL *NCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XL08R ITRIAL IDC ICONT CORAR TOPWID =N0ST *SECNO 110580.000 3280 CROSS SECTION 110580.00 EXTENDED 3.00 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.31 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 28.00 452.00 .00 .00 451.01 .02 1.10 .00 444.50 31700.0 12697.8 5799.8 13202.4 19171.0 3723.4 14850.0 8250.7 1990.4 443.00 2.80 .70 1.56 .d9 .070 .060 .070 .000 424.00 4000.00 .000149 1700. 4560. 4300. 3 0 0 .00 7333.00 11430.00 *SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENDED 2.72 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 25.62 452.02 .00 .00 452.05 .03 .03 .01 459..0 31700.0 16236.5 8548.1 6915.4 17453.6 4215.5 6618.1 8365.2 2003.3 457.70 2.83 .93 2.03 1.04 .075 .060 .075 .000 426.40 2318.30 .000288 143. 140. 140. 2 0 0 .00 6897.19 10090.00 *SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 2.72 FEET 3370 NORMAL BRIDGE. NRD= 4 MIN ELTRO= 457.70 MAX ELLC= 455.50 110750.000 25.63 452.03 .00 .00 452.15 .03 .01 .00 453.00 31700.0 16243.9 8539.3 0916.7 17499.1 4218.0 6631.5 8384.7 2008.0 457.70 2.64 .93 2.02 1.04 .075 .000 .075 .000 426.40 2 .000287 33. 30. 30. 0 0 0 .00 6893.18 10080.00 28JAN92 18:28:)7 PAGE 19 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-3ANK EIEV Q 0LOB ./CH ■JP08 AL08 ACM AROB VOL TWA R-3ANK ,EIEV TIME VLOB VCM VROB XNL XNCH xNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRI4l IDC ICONT CORAR TOPWID ENOST *SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .54 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAx ELLC= 455.40 1H 35E 110790.000 25.58 451.98 .J0 .J0 452.14 .16 .02 .J6 453.50 31700.0 5715.1 16075.0 9909.9 2660.7 4253.5 3886.8 8402.7 2011.8 459.50 2.84 2.15 3.78 2.55 .075 .060 .075 .000 42o.40 5155.95 .000990 40. 40. 40. 2 0 0 .J0 1361.12 11758.85 * SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 459.50 MAX ELLL= 455.40 110910.000 25.70 452.10 .90 .00 452.26 .15 .12 .00 453.50 31700.0 5766.6 16001.0 9932.4 2715.3 4301.2 3951.5 8432.7 2015.6 453.50 2.85 2.12 3.72 2.51 .075 .060 .075 .000 420.40 5155.65 .00094o 123. 120. 120. 2 0 0 .00 1363.90 11759.12 *SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 EXTENDED 2.65 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.58 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 456.5C MAX ELLC= 455.70 110930.000 25.85 452.25 .00 .00 452.30 .05 .01 .J3 456.50 31700.0 9476.8 9714.6 12508.7 11749.2 3463.5 11194.2 8441.2 2017.6 459.20 2.86 .91 2.80 1.12 .075 .000 .075 .000 420.40 2451.30 .000377 20. 20. 2J. 2 0 0 .00 7713.14 11204.30 28JAN92 18:29:37 RAGE 2) T1 COPPELL CITY-WIDE STORM dATER MANAGEMENT STUDY T2 PROP FILL CONDITIONS WITH RECON STUDY 100 YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- FILL ADDED FOR VILLAGES OF COPPELL J1 ICHECK INS NINV IDIR STRT METRIC MVINS 0 wSEL FO -10 7 0.00000 -1 445.13 J2 NPROF IPLOT PRFVS XSECV xSECM FN ALIDC IBM CHNIM ITRACE 4 -1 *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 X-SECTION 0 99280.000 18.77 446.77 .00 .00 446.81 .03 .27 .00 445.70 48600.0 21267.0 7096.3 20236.8 169)6.0 2564.4 21989.9 3596.1 766.7 443.00 .96 1.25 2.77 .92 .070 .060 .090 .000 423.00 584.57 .000376 750. 830. 750. 2 0 0 .00 8939.10 9600.30 •SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 18.76 447.06 .00 .00 447.09 .03 .29 .00 445.70 48600.0 21447.0 6165.3 20987.7 15212.5 2344.8 22425.4 4316.1 919.7 443.00 1.12 1.32 2.63 .94 .070 .060 .090 .030 4c8.30 1)16.92 .000379 767. 760. 760. 1 0 0 .00 8602.70 9782.07 •SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .51 EXISTING FEMA /COE CROSS SECTION 103060.000 19.45 448.45 .00 .00 443.55 .10 1.43 .02 449.60 52800.0 6872.7 9000.G 36927.3 4316.3 1929.3 20941.8 5783.8 1232.9 447.50 1.36 1.59 4.67 1.76 .070 .060 .090 .000 430.00 1143.01 .001713 1850. 3020. 1775. 2 0 0 .00 8748.41 10163.09 28JAN92 18:23:)7 °A 21 SECNO DEPTH CWSEL CRIWS WS`L% tG HV ML OLOSS 1-9A4K ELEV Q OL08 OCM OPOB ALOB ACH AROB VOL TwA R -BANK ELEV TIME VL08 VCH VROB XNL XNCM XNR 4TN `LMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPUIO ENUST * SECNO 104880.000 3265 DIVIDED FLOW ADDEO XSECTION (FILL AODEO FOR VILLE,ES OF COPPELL) 104880.000 29.98 449.98 .70 .00 450.39 .11 1.54 .01 453.50 52800.0 360.3 6401.5 46038.2 253.3 1537.0 18849.0 6238.0 1409.5 452. 1.46 1.42 4.16 2.44 .07U .060 .078 .000 420.00 2258.48 .001718 1063. 1810. 715. 2 0 0 .00 5092.22 8949.47 * SECNO 105000.000 3265 DIVIDED FLOW ADDEO %SECTION (FILL ADDED FOR VILLA;ES OF COPPELL) 105000.000 30.18 450.18 .00 .00 450.29 .11 .20 .00 453.50 52800.0 402.3 6307.7 46090.0 290.3 1575.0 19402.4 6295.7 1424.2 452.00 1.47 1.39 4.00 2.38 .070 .060 .078 .000 420.00 1425.30 .001569 120. 120. 120. 0 0 0 .00 5376.47 8851.78 * SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDEO FOR VILLA;ES OF COPPELL) 105500.000 31.00 451.00 .00 .00 451.07 .07 .78 .00 453.50 52800.0 691.8 6086.1 46022.1 662.9 1731.4 24856.4 6622.8 1503.1 »52.00 1.55 1.04 3.52 1.95 .070 .060 .090 .000 420.00 1359.60 .001149 305. 500. 600. 2 0 0 .00 6384.37 8649.01 * SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9300.0 TYPE= 1 TARGET= 8299.9/9 106080.000 31.39 451.39 .30 .00 451.44 .04 .36 . 453.50 37400.0 829.9 5290.6 31279.5 944.6 1806.3 23111.0 6840.1 1553.5 452.30 1.62 .38 2.93 1.35 .070 .050 .090 .000 423.U0 1123.61 .000777 355. 580. 340. 2 0 0 .J0 6196.39 8300.00 28JAN92 18:23:07 PAGE 2? SECNO DEPTH CWSEL CRIWS 4SELK EG MV HL GLOSS 1 ANK ELEV 0 QLOB ICH OROB AL09 ACH AROB VOL Two R-ANK ELEV TIME VL09 VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCM ALOBR ITRIAL IOC ICONT CORAR TOPWID ENOST * SECNO 110580.000 3280 CROSS SECTION 110580.u0 ExTENOEO 3.54 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.25 3470 ENCROACHMENT STATIONS= 4000.0 11950.0 TYPE= 1 TARGET= - 4600.000 110580.000 28.53 452.53 .00 .00 452.55 .02 1.11 .00 449.50 37400.0 15654.0 6343.9 15402.1 20528.8 3833.4 16228.5 9495.1 2066.8 443.30 2.67 .76 1.63 .95 .070 .060 .070 .000 424.00 4600.30 .000154 1700. 4500. 4300. 3 0 0 .00 7330.30 11930.00 * SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 ExTENDEO 3.25 FEET 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 26.15 452.55 .00 .u0 452.58 .03 .03 .u1 453.)0 37400.0 19791.9 9310.1 8.98.0 1 4423.9 7712.5 9611.8 zuJ9.8 457.70 2.70 1.70 2.10 1.08 .075 .060 .075 .000 426.40 2318.00 .000293 140. 140. 140. 2 0 0 .00 6976.95 10)80.00 * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 3.26 FEET 3370 NORMAL BRIDGE, NRD = 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 26.16 452.56 .00 .30 452.59 .03 .01 .00 458.00 37400.0 19799.0 9301.2 8299.8 198 ?3.2 4426.5 7726.3 9633.9 2044.6 457.70 2.71 1.00 2.10 1.07 .075 .060 .075 .000 42.40 2313.00 .000292 30. 30. 30. 0 0 0 .00 6977.96 10080.00 28JAN92 18:28:D7 PAGE 25 SECNO DEPTH CWSEL CRIWS wS LK cG MV HL OLOSS L-3ANK ELEV Q :108 JCH CR08 A1D8 ACH AROB VOL TWA R -3ANK ELEV TIME VLOB VCM VR0t X■L XNCH XNR WTN cLMIN SSTA SLOPE XLOBL XLCh XLOSR ITRIAL IDC ICONT CORAR TOPWIO ENOST *SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .51 3370 NORMAL BRIDGE• NRD= 2 MIN ELTRO= 458.50 MAX ELLC= 455.40 IM 35E 110790.000 26.10 452.50 .00 .90 452..89 .19 .02 .08 458.50 37400.0 6991.5 18607.6 11800.9 2893.2 4456.1 4161.7 9653.9 2098.4 459.50 2.71 2.42 4.18 2.34 .075 .060 .075 .000 426.40 5154.67 .001143 40. 40. 40. 2 0 0 .00 1372.90 11760.00 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 110910.000 26.24 452.64 .00 .00 452.53 .18 .13 .90 458.50 37400.0 7056.0 18514.8 11829.2 2957.5 4511.8 4237.6 9685.9 2102.2 458.50 2.72 2.39 4.10 2.79 .075 .060 .075 .000 426.40 5154.32 .001087 120. 120. 120. 1 0 0 .00 1378.13 11760.32 *SECNO 110930.000 3265 DIVIDED FLOW 3260 CROSS SECTION 110930.00 ExTENDED 3.24 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.74 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 456.50 MAX ELLC= 455.70 110930.000 26.44 452.84 .00 .00 452.88 .04 .01 .04 .56.50 37400.0 12455.5 10041.9 14902.6 14285.4 3596.0 13079.7 9695.6 2104.3 459.20 2.73 .87 2.79 1.14 .075 .060 .075 .000 426.40 2451.00 .000358 20. 20. 20. 2 0 0 .00 7821.85 11204.30 28JAN92 18:23:37 PAGE 24 T1 COPPELL CITY-WIDE STORM wATER MANAGEMENT STUOY T2 PROP FILL CONDITIONS WITH RECON STUDY SPF DISCHARGE" T3 ELM FORK OF THE TRINITY RIVER -- FILL ADDED FOR VILLAGES OF COPPELL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q w5EL FQ -10 8 0.09030 -1 449.18 J2 NPROF IPLOT PRFVS xSECV XSECH FN ALLOC IoW CMNIM ITRALE 15 -1 * SECNO 99280.000 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE. 1 TARGET= 9599.999 X-SECTION 0 99280.000 22.07 450.07 .00 .00 450.11 .03 .16 .00 .45.70 91200.0 40709.8 8440.3 42049.8 28498.2 3158.7 39729.9 6401.2 812.5 443.30 .88 1.43 2.57 1.06 .070 .030 .090 .030 423.90 518.53 .000266 750. b30. 750. 2 0 0 .U0 9081.47 9600.30 *SECNO 100040.000 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 21.98 450.28 .00 .00 450.51 .03 .21 .00 445.70 91200.0 39500.1 7689.6 44010.3 25990.9 2926.1 40696.3 7631.1 969.6 .43.00 1.03 1.52 2.63 1.08 .070 .080 .090 .030 428.30 1003.08 . 000282 763. 760. 760. 2 0 0 .00 8396.92 9900.00 * SECNO 103060.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF AC:EPTABLE RANGE. KRATIO = .58 EXISTING FEMA /COE CROSS SECTION 103060.000 21.18 451.18 .30 .00 451.25 .07 .92 .,1 449.80 97500.0 19176.7 9919.9 68403.4 10292.6 2471.8 39215.2 10216.6 1348.3 447.50 1.29 1.96 4.01 1.74 .070 .080 .090 .000 430.00 1044.44 . 000946 1850. 3020. 1775. 2 0 0 .00 9225.60 10270.04 * SECNO 104880.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLE.ES OF COPPELL) 28JAN92 18:28:07 PAGE 25 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS 1-3ANK ELEV Q JL08 NCH OROB ALOE ACH AROB VOL TWA q -BANK ELEV TIME VLOB VCM VROb XNL XNCM XNR NTN =LHIN SSTA SLOPE XLOBL XLCM XLOBR ITRIAL IOC ICONT CORAR TOPWIC ENOST 104880.000 32.22 452.22 .00 .00 452.35 .13 1.09 .02 453.50 97500.0 2519.8 9031.6 85948.o 1638.6 1979.4 31408.5 11034.5 1501.1 .52.00 1.38 1.49 4.56 2.74 .070 .050 .082 .000 420.00 1262.33 . 001782 1060. 1910. 715. 2 0 0 .00 7102.27 8956.99 *SECNO 105000.000 3265 DIVI0E0 FLOW ADDEO XSECTION (FILL AOOEO FOR VILLAGES OF COPPELL) 105000.000 32.43 45-.43 .00 .00 452.56 .13 .21 .00 453.50 97500.0 2832.9 8979.1 85688.0 1912.2 2024.7 32181.8 11132.6 1520.8 452.00 1.39 1.48 4.43 2.66 .070 .050 .082 .0)0 420.00 1245.20 . 001649 120. 12u. 120. 2 0 0 .J0 7198.57 8359.96 * SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLA;ES OF COPPELL) 105500.000 33.29 453.29 .00 .00 453.38 .09 .91 .u0 453.50 97500.0 4216.1 8717.4 84566.5 2923.8 2218.6 38049.0 11657.5 1614.8 452.00 1.46 1.44 3.95 2.22 .070 .060 .090 .000 420.00 1176.92 . 001207 305. 500. 500. 2 0 0 .00 7675.97 9053.36 * SECNO 106080.000 3470 ENCROACHMENT STATIONS= .0 8300.0 TYPE= 1 TARGET= 8299.999 106080.000 33.68 453.68 .00 .00 453.73 .05 .35 .00 453.50 69000.0 4110.0 7169.9 57720.1 3457.8 2294.6 35365.8 12000.0 1074.3 452.00 1.51 1.19 3.12 1.53 .070 .06U .090 .000 420.00 1155.56 . 000725 355. 580. 340. 2 0 0 .00 7144.43 8300.J0 *SECNO 110580.000 3280 CROSS SECTION 110580.00 EXTENDED 5.87 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.01 28JAN92 18:28:07 PAGE 26 SECNO DEPTH CWSEL CRI.S WSELK EG HV HL OLOSS L -3ANK ELEV Q GLOB QCH QROo ALOE ACM AROB VOL TWd R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN cLMIN SSTA SLOPE XLO8L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENOST 3470 ENCROACHMENT STATIONS= 46u0.0 11930.0 TYPE= 1 TARGET= -4600.000 110580.000 30.37 454.87 .00 .00 45..39 .03 1.16 .00 449.50 69000.0 32543.6 9058.4 27368.0 30877.0 4612.5 22278.6 15871.9 2213.8 443.00 2.32 1.05 1.97 1.23 .070 .060 .070 .00U 424.30 4000.00 . 000179 1700. 4500. 4300. 3 0 0 .)0 7330.00 11930.)0 * SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENDED 5.59 FEET 3370 NORMAL BRIDGE• NRD= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 28.49 454.89 .00 .30 454.93 .04 .J3 .01 453.0U 69000.0 39556.3 12991.3 16452.4 30653.4 5346.3 12758.4 16043.1 2237.3 457.70 2.35 1.29 2.43 1.29 .075 .060 .075 .000 426.40 2318.00 . 000312 140. 140 140. 2 0 0 .30 7326.71 10080.00 * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 5.6) FEET 3370 NORMAL BRIDGE• NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110750.000 28.50 454.90 .00 .70 454.94 .04 .01 .U0 453.00 69000.0 39562.4 12982.0 16455.6 30637.9 5349.2 12774.9 16076.7 2242.4 457.70 2.36 1.29 2.43 1.29 .075 .000 .075 .000 426.40 2518.00 . 000311 30. 30. 3). 0 0 0 .00 7327.81 10080.00 * SECNO 110790.000 3265 DIVIDED FLOW 28JAN92 18:28:07 PAGE 27 SECNO DEPTH CWSEL CRIwS wSELK EG HV HL OLOSS L-dANK ELEV Q %MOB OCH OROB AIDS ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH xLOBR ITRIAl IOC ICONT CORAR TORwIO ENOST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .41 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 IM 35E 110790.000 28.35 454.75 .00 .00 455.14 .39 .J3 .13 453.50 69000.0 14506.4 32013.1 22480.5 3954.7 5342.8 5386.5 16105.6 2246.4 458.50 2.36 3.69 5.99 4.17 .075 .000 .075 .000 426.4E 5147.23 .00189# 4J. 40. 40. 2 0 0 .)0 1433.20 11765.31 * SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELT40= 458.50 MAX ELLC= 455.40 110910.000 28.60 455.00 .00 .00 455.37 .37 .22 .u1 458.50 69000.0 14659.6 31797.4 22543.0 4052.4 5439.8 5523.7 16146.7 2250.3 453.50 2.37 3.62 5.85 4.09 .C75 .000 .075 .000 420.40 5145.40 .001769 120. 120. 121. 2 0 0 .00 1445.05 11765.55 *SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 EXTENDED 5.85 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.29 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 29.06 455.46 .00 .70 455.49 .03 .01 .10 456.50 69000.0 31047.5 8042.0 29910.6 26075.0 4047.2 21830.6 16162.1 2252.6 459.'0 2.37 1.19 1.99 1.37 .075 .060 .075 .000 425.40 2451.00 .000339 23. CO. 20. 2 0 0 - 141.08 8300.61 11204.30 28JAN92 18:28:37 PATE 23 THIS RUN EXECUTED 28JAN92 13:28:24 NEC-2 WATER SURFACE PROFILES Version 4.6.0; February 1991 NOTE- ASTERISK ( *) AT LEFT OF CROSS NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK OF THE TRINITY SUMMARY PRINTOUT SECNO Q LWSEL OIF4SP OIFWSX CRIWS ELTRD ELMIN MV HL SSTA ENOST 99280.000 7500.00 441.66 .00 .44 .00 .00 423.00 .37 .42 586.97 9470.04 99280.000 24400.00 444.63 2.97 .34 .00 .00 423.00 .J4 .33 627.37 9473.44 99280.000 39900.00 446.10 1.47 .28 .00 .00 423.00 .33 .28 597.44 9497.33 99280.000 v8600.00 446.77 .67 .27 .00 .30 423.00 .03 .27 584.57 9600.00 99280.000 91200.00 450.u7 3.30 .18 .00 .00 429.00 .03 .18 513.53 9600.00 100040.000 7500.00 442.07 .90 .4 .00 .00 423.30 .)5 .39 1154.08 9735.50 100040.000 24407.00 444.46 2.99 .33 .00 .00 423.30 .13 .32 1025.39 9733.31 100040.000 39900.30 446.40 1.44 .30 .00 .00 428.30 .03 .29 1)19.75 9755.70 100040.000 48600.00 447.Jo .66 .29 .00 .00 428.30 .03 .29 1x16.92 9782.07 100040.000 91203.00 450.2b 3.22 .21 .00 .00 428.30 .33 .21 1703.08 9900.00 * 103060.000 9700.00 444.46 .00 2.39 .00 .00 430.00 .20 2.50 3357.52 9457.69 * 103060.000 2910).00 446.74 2.27 1.78 .00 .00 430.00 .15 1.16 1219.53 9033.64 * 103060.000 44700.00 447.Y0 1.16 1.50 .00 .00 430.00 .11 1.55 1152.40 10112.33 * 103060.000 52800.00 449.45 .55 1.39 .00 .00 430.00 .10 1..3 1143.31 10163.09 * 103060.000 97500.00 451.18 2.73 .90 .00 .00 430.00 .J7 .92 1044.44 10270.04 * 104880.000 9700.00 445.74 .00 1.28 .00 .00 420.00 .09 1.16 2685.40 8836.93 104880.000 29100.00 448.47 2.73 1.73 .00 .00 420.00 .08 1.66 2277.75 8347.19 104880.000 44700.00 449.52 1.05 1.62 .)0 .00 420.00 .10 1.62 2264.32 8843.78 104880.000 52800.00 449.48 .46 1.53 .30 .00 420.30 .11 1.54 2259.48 8949.47 104880.000 97500.00 452.22 2.24 1.04 .00 .00 420.00 .13 1.09 1262.33 8356.99 105000.000 9700.00 445.81 .00 .07 .00 .00 420.00 .39 .07 2684.89 8337.78 105000.000 29103.00 443.63 2.81 .16 .00 .00 420.00 .38 .15 2275.66 8949.44 105000.000 44700.00 449.71 1.08 .19 .00 .00 420.00 .10 .18 2261.37 8851.06 105000.000 52800.00 450.16 .47 .20 .00 .00 420.00 .11 .20 125.30 8951.78 105000.000 97500.00 452.43 2.25 .21 .00 .00 420.00 .13 .21 1245 .20 9959.96 28JAN92 18:28:07 'AGE 20 SECNO 0 CWSEL OIFWSP DIFwSX CRIWS ELTRD ELMIN HV HL SSTA ENOST 105500.000 9700.00 446.23 .00 .41 .00 .00 420.00 .07 .39 2.581.94 8623.18 105500.000 29100.00 449.29 3.06 .66 .00 .00 420.00 .15 .53 .267.27 8643.96 105500.000 44700.00 450.49 1.20 .78 .00 .00 420.00 .06 .74 1400.93 8647.45 105500.000 52800.00 451.00 .52 .82 .U0 .00 420.00 .37 .78 1359.60 8549.71 105500.000 97500.00 453.29 2.28 .85 .30 .00 420.00 .J9 .31 1175.92 9053.36 * 106060.000 7500.00 446.68 .00 .45 .00 .00 420.00 .19 .54 2573.72 8300.00 106080.000 20903.00 449.65 2.93 .37 .00 .00 420.00 .04 .36 2202.,0 6300.00 106080.000 31703.00 450.07 1.22 .38 .00 .00 420.00 .J4 .3c 1373.43 8300.00 106080.000 37400.00 451.39 .52 .39 .00 .00 420.00 .04 .36 1323.51 8300.00 106080.000 69000.00 453.68 2.29 .39 .00 .00 420.00 .J5 .35 1155.56 9300.00 * 110580.000 7500.00 448.32 .00 1.64 .00 .00 424.00 .01 1.44 5283.07 11927.29 * 110580.000 20900.00 450.78 2.46 1.13 .30 .00 424.00 .31 1.10 4500.70 11930.00 * 110560.000 31700.00 452.J0 1.21 1.13 .00 .00 424.00 .02 1.10 4600.90 11930.00 * 110580.000 37400.00 452.53 .53 1.14 .00 .00 424.00 .02 1.11 4600.00 11930.00 * 110580.000 69000.00 454.37 2.34 1.19 .00 .00 424.00 .03 1.16 4600.00 11930.00 110720.000 7500.00 448.34 .00 .02 .00 457.70 426.40 .02 .02 2991.40 10075.77 110720.000 20900.00 450.80 2.46 .02 .00 457.70 42s.40 .J3 .03 2318.30 10080.30 110720.000 31703.00 452.02 1.21 .02 .00 457.70 426.40 .J3 .J3 2314.00 10080.00 110720.000 37400.00 452.55 .53 .02 .00 457.70 428.40 .33 .03 2313.00 10080.00 110720.000 69000.00 454.89 2.34 .03 .00 457.70 428.40 .04 .03 2313.30 10080.00 110750.000 7500.00 448.35 .00 .01 .00 457.70 426.40 .02 .01 2990.78 10075.78 110750.000 20900.00 450.31 2.46 .01 .00 457.70 426.40 .03 .01 2313.00 10080.00 110750.000 31703.00 452.03 1.22 .01 .30 457.70 426.40 .J3 .01 2313.00 10080.30 110750.000 37400.00 452.56 .53 .01 .00 457.70 426.40 .03 .01 2313.00 10080.00 110750.000 69000.00 454.90 7.34 .01 .00 457.70 426.40 .04 .01 2918.00 10080.00 110790.000 7500.00 448.35 .00 .00 .70 458.50 425.40 .73 .31 5164.37 11750.79 * 110790.000 20900.00 450.79 7.44 -.02 .00 458.50 425.40 .10 .02 5153.97 11756.20 * 110790.000 31700.00 451.96 1.19 -.05 .30 458.50 426.40 .16 .04 5155.95 11759.95 * 110790.000 37400.00 452.50 .52 -.06 .00 458.50 425.40 .19 .02 5154.57 11767.30 * 110790.000 69000.00 454.75 2.25 -.15 .00 458.50 426.40 .39 .03 5147.28 11765.01 110910.000 7500.00 443.38 .00 .03 .00 458.50 426.40 .03 .03 5164.41 11750.94 110910.000 20900.00 450.88 2.49 .08 .U0 458.50 426.40 .09 .J8 5158.67 11756.39 110910.000 31700.00 452.10 1.23 .12 .00 458.50 426.40 .15 .12 5155.65 11759.12 110910.000 37400.00 452.64 .54 .14 .00 458.50 426.40 .18 .13 5154.32 11769.32 110910.000 69003.00 455.00 2.36 .24 .00 458.50 426.40 .37 .22 5145.40 11765.55 110930.000 7500.00 448.38 .00 .00 .00 456.50 428.40 .04 .01 3397.38 10402.25 110930.000 20900.00 450.93 2.55 .05 .00 456.50 426.40 .06 .01 2451.00 10791.51 * 110930.000 31700.00 452.25 1.32 .15 .00 456.50 426.40 .75 .01 2451.00 11204.00 * 110930.000 37400.00 452.94 .59 .19 .30 456.50 425.40 .34 .31 2451.00 11204.00 * 110930.000 69000.00 455.46 2.62 .46 .00 456.50 426.40 .73 .01 2.51.30 11204.00 28JAN92 18:28:07 PAGE 31 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 93730.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PRO , EILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.003 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PRoFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 78450.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.007 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1)3060.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103360.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 104880.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 106080.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.300 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAN;;E WARNING SECNO= 110930.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.00 PQOFILt_= 1 CONVEYANCF CHANGE OUTSIDE ACCEPTABLE RANGt NA 11 11 lU r 1 L T. r141 , 1 , ' ll 1 28JAN92 18:28:07 PAGE 31 WARNING SECNO= 113090.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113J93.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.)00 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE G_ EXISTING CONE) I T I ON S ( ULT I MATE `• Q " ) * * MEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * Version 4.6.0; February 1991 * * 6U9 SECOND STREET. SUITE D * * * * * DAVIS. CALIFORNIA 95510-4637 • * RUN DATE 15APR92 TIME 14:58:39 * * (916) 756 - 1104 x x xxxxxxx xxxxx xxxxx x x x x x x x x x x x x xxxxxxx xxxx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx 15APR92 14:58 :39 PAGE 1 THIS RUN EXECUTED 15APR92 14 :58:39 ** HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 ** T1 CITY OF COPPELL FL000PLAIN MANAGEMENT STUDY FILE ELMEX.URB T2 ULTIMATE DISCHARGES *ELM FORK TRINITY RIVER* EXISTING CONDITIONS T3 ELM FORK TRINITY DISCHARGES: 2 -YR S 10-YR 25 - YR 50-YR 100 500-YR J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL FQ - 10 2 0.00000 427.45 J2 NPROF IPLOT PRFVS XSECV XSECH FN AILDC IBM CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 50 26 42 4 53 54 J5 LPRNT NUMSEC REQUESTED SECTION NUMBERS - 10 -10 15APR92 14:58:39 PAGE 2 T1 CITY OF COPPELL FL00DPLAIN MANAGEMENT STUDY FILE ELMEX.URB T2 ULTIMATE DISCHARGES *ELM FORK TRINITY RIVER* EXISTING CONDITIONS T3 ELM FORK TRINITY 5-YEAR DISCHARGE J1 ICHECK INO NINV IDIR STRT METRIC HVINS 0 wSEL Fp -10 3 0.00000 429.29 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC IBM CHNIM ITRACE 2 -1 15APR92 14:53:39 PAGE 3 T1 CITY OF COPPELL FL000PLAIN MANAGEMENT STUDY FILE ELMEX.URS T2 ULTIMATE DISCHARGES *ELM FORK TRINITY RIVER* EXISTING CONDITIONS T3 ELM FORK TRINITY 10 -YEAR DISCHARGE J1 ICHECK INQ NINV ICIR STRT METRIC HVINS Q WSEL FQ -10 4 0.00000 433.52 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC I8W CMNIM ITRACE 3 -1 15APR92 14:59:39 PAGE 4 T1 CITY OF COPPELL FL00DPLAIN MANAGEMENT STUDY FILE ELMEX.URB T2 ULTIMATE DISCHARGES *ELM FORK TRINITY RIVER* EXISTING CONDITIONS T3 ELM FORK TRINITY c5 —YEAR DISCHARGE J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL Fp —10 5 0.00000 431.53 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBM CHNIM ITRACE 4 —1 15APR92 14:53:39 PAGE 5 T1 CITY OF COPPELL FLOOOPLAIN MANAGEMENT STUDY FILE ELMEX.UR8 T2 ULTIMATE DISCHARGES *ELM FORK TRINITY RIVER* EXISTING CONDITIONS T3 ELM FORK TRINITY 50 -YEAR DISCHARGE J1 ICHECK INO NINV IDIR STRT METRIC HVINS 0 WSEL FQ - 10 6 0.00000 433.02 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IOW CMNIM ITRACE 5 -1 15APR92 14:59:39 PAGE 6 T1 CITY OF COPPELL FLOOOPLAIN MANAGEMENT STUDY FILE ELMEX.URB T2 ULTIMATE DISCHARGES *ELM FORK TRINITY RIVER* EXISTING CONDITIONS T3 ELM FORK TRINITY 100—YEAR DISCHARGE J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL FO —10 7 0.00000 434.34 J2 NPROF IPLOT PRFVS XSECV XSECM FN ALLOC IBW CHNIM ITRACE o —1 1SAPR92 14:58:39 PAGE 7 T1 CITY OF COPPELL FL00DPIAIN MANAGEMENT STUDY FILE ELMEX.URd T2 ULTIMATE DISCHARGES *ELM FORK TRINITY RIVER* EXISTING CONDITIONS T3 ELM FORK TRINITY 50U -YEAR DISCHARGE J1 ICr1ECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FD - 10 8 0.00000 441.16 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC IBW" CHNIM ITRACE 15 -1 15APR92 14 :58:39 PAGE 3 THIS RUN EXECUTED 15APR92 14:59 :23 HEC -2 WATER SURFACE PROFILES Version 4.6.US February 1991 NOTE- ASTERISK ( *) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY DISCMA SUMMARY PRINTOUT SECNO Q CWSEL OIFWSP VCM EIMIN TOPMIO SSTA ENDST 65000.000 13300.00 427.45 .00 4.77 400.00 1087.89 1355.81 2651.17 65000.000 20703.00 429.29 1.84 5.35 400.00 1680.61 1219.31 2957.53 65000.000 27300.00 430.52 1.23 5.60 400.00 1721.79 1216.36 3001.99 05000.000 35500.00 431.53 1.01 6.11 400.00 1728.22 1213.94 3005.35 65000.000 42600.00 433.02 1.49 5.83 400.00 1737.70 1210.37 3011.54 65000.000 50300.00 434.34 1.32 5.75 400.00 1746.10 1207.21 3016.59 65000.000 93600.00 441.16 o.82 5.50 400.00 1789.51 1190.87 3042.55 65300.000 1330).00 427.84 .00 4.48 400.00 1289.56 1354.35 2873.74 653)0.000 20700.00 429.73 1.89 4.92 400.00 1704.79 1218.26 2987.00 65300.000 27300.00 430.95 1.22 5.19 400.00 1724.52 1215.33 3003.53 65300.000 35500.00 432.00 1.05 5.66 400.00 1731.22 1212.81 3007.65 65300.000 4460).00 433.40 1.39 5.52 400.00 1740.10 1209.47 3012.98 65300.000 50300.00 434.o7 1.28 5.53 400.00 1748.17 1205.43 3017.33 65300.000 93600.00 441.38 6.70 5.41 400.00 1790.86 1190.37 3043.46 65400.000 13303.00 427.95 .00 4.37 400.00 1398.99 1354.38 2876.98 65400.000 20700.00 429.33 1.89 4.82 400.00 1772.94 1217.48 2990.42 65400.000 27300.00 431.05 1.21 5.12 400.00 1790.20 1213.84 3004.04 65400.000 3550).00 432.11 1.06 5.63 400.00 1797.34 1210.70 3008.04 65400.000 42600.00 433.48 1.38 5.55 400.00 1806.73 1206.58 3013.31 65400.000 50300.00 434.75 1.27 5.59 400.00 1815.38 1202.78 3018.16 65400.000 93600.00 441.43 6.68 5.64 400.00 1860.88 1182.79 3043.67 67180.000 13200.00 429.52 .00 3.64 402.00 750.90 2050.00 4000.00 67180.000 21400.00 431.48 1.96 4.26 402.00 1950.00 2053.00 4000.00 67180.000 27100.00 432.55 1.17 4.25 402.00 1950.00 2050.00 4000.00 67180.000 35200.00 433.82 1.17 4.42 402.00 1950.00 2050.00 4000.00 67180.000 42300.00 434.99 1.17 4.36 402.00 1950.00 2050.00 4000.00 67180.000 50003.00 436.13 1.15 4.33 402.00 1950.00 2050.00 4000.00 67150.000 93500.00 442.33 6.20 4.09 402.00 1950.00 2050.00 4000.00 15APR92 14 :59:39 PAGE 9 SECNO Q CWSEL OIFWSP vCH ELMIN TOPMIO SSTA ENOST 67850.000 13200.00 430.14 .00 2.93 398.00 1875.58 4124.42 6000.30 * 67880.000 21400.00 432.09 1.96 2.89 398.00 1896.84 4103.16 6000.00 * 67880.000 27103.00 433.19 1.09 2.92 399.00 1903.66 4096.34 6000.00 67880.000 35200.00 434.33 1.15 3.09 395.00 1910.84 4089.16 6000.00 67860.030 42300.00 435.44 1.11 3.12 398.00 1917.75 4082.24 6000.30 67850.000 50000.00 436.55 1.11 3.16 398.00 1924.66 4075.34 6300.00 67890.000 93500.30 442.59 6.35 3.21 396.00 1940.00 4063.00 6000.00 67950.000 13200.00 430.16 .00 3.76 393.00 1278.53 1585.74 2931.26 67990.000 21400.00 432.11 1.95 4.14 398.00 1291.19 1579.41 2937.59 67930.000 27100.00 433.20 1.09 4.32 398.00 1298.27 1575.86 2941.14 67980.000 35200.00 434.34 1.15 4.66 398.00 1305.72 1572.14 2944.86 67980.000 42300.00 435.44 1.10 4.7o 394.00 1312.89 1568.56 2948.44 67980.000 50000.00 436.55 1.10 4.86 395.00 1320.05 1564.98 2952.02 * 67980.000 93500.00 442.52 5.97 6.86 398.00 1403.00 1557.00 2960.00 68050.000 13200.00 430.21 .00 3.72 398.00 1278.89 1585.56 2931.44 68080.000 21400.00 432.16 1.95 4.10 398.00 1291.53 1579.24 2937.76 68060.000 27100.00 433.26 1.09 4.28 398.00 1298.61 1575.69 2941.31 68090.000 35200.00 434.41 1.15 4.62 398.00 1306.13 1571.94 2945.06 68090.000 42300.00 435.51 1.10 4.72 398.00 1313.30 1563.35 2943.65 68090.000 50000.00 436.62 1.10 4.82 398.00 1320.45 1564.77 2952.23 68080.000 93503.00 442.74 6.12 0.86 398.00 1403.00 1557.00 2960.30 68150.000 13200.00 430.26 .00 3.65 398.00 1825.23 4122.36 5947.00 68110.000 21400.00 432.25 1.99 3.68 394.00 1877.81 4102.19 5980.00 68180.000 27100.00 433.36 1.11 3.72 398.00 1884.74 4095.26 5980.30 68180.000 35200.00 434.54 1.18 3.91 395.00 1892.11 4087.99 5980.30 68180.000 42300.00 435.65 1.12 3.95 398.00 1899.08 4080.92 5980.00 68130.000 50000.00 436.77 1.11 4.00 398.00 1906.05 4071.95 5980.00 * 68180.000 93500.00 443.16 6.40 3.93 398.00 1920.00 4060.00 5980.30 * 68350.000 13200.00 430.34 .00 4.45 402.00 1995.86 1023.98 3215.46 * 68350.000 21400.00 432.35 2.01 3.97 402.00 2207.06 1022.94 3230.30 68350.000 27103.00 433.46 1.11 3.76 402.00 2210.38 1014.62 3230.30 68350.000 35200.00 434.64 1.19 3.75 402.00 2213.94 1015.06 3230.00 68350.000 42300.00 435.7o 1.11 3.64 402.00 2217.28 1012.72 3230.00 68350.000 50000.00 436.E7 1.11 3.58 402.00 2220.62 1009.38 3230.00 68350.000 93500.00 443.24 6.37 3.24 402.00 2230.00 1000.00 3233.00 68600.000 13200.00 430.71 .00 4.27 402.00 2114.79 1027.87 3390.00 65630.000 21400.00 432.57 1.96 4.01 402.00 2367.70 1022.30 3390.00 68600.030 27100.00 433.03 1.07 3.83 402.00 2370.87 1019.13 3390.30 68600.000 35200.00 434.80 1.17 3.11 402.00 2374.37 1015.63 3390.00 68600.000 42300.00 435.89 1.09 3.69 402.00 2377.67 1012.33 3390.30 68600.000 50000.00 436.99 1.10 3.61 402.00 2380.97 1009.03 3390.30 68630.000 93500.00 443.32 6.33 5.18 402.00 2390.00 1003.30 3390.30 15APR92 14:58:39 PAGE 10 SECNO J CWSEL DIF VCH ELMIN TOPWIO SSTA ENOST 69460.000 13200.00 431.62 .J0 3.37 398.00 1496.68 1033.45 3405.40 69460.000 21400.00 433.26 1.64 3.61 398.00 1994.74 1029.36 3410.65 69480.000 27100.00 434.22 .96 3.64 398.00 2387.09 1026.96 3414.05 69480.000 35200.00 435.33 1.11 3.59 398.00 2393.58 1024.18 3417.76 69460.000 42300.00 436.35 1.02 3.60 398.00 2399.56 1021.62 3421.18 69450.000 50000.00 437.40 1.05 3.52 393.00 2405.66 1019.00 3424.56 69480.070 93500.00 443.53 6.13 3.00 398.00 2441.44 1003.67 3445.11 * 71280.000 13207.00 432.47 .00 2.08 400.50 3000.00 10000.00 13000.70 * 71260.000 2140).00 434.15 1.69 2.28 400.50 3000.00 10000.00 13000.70 * 71230.000 2710).00 435.10 .95 2.35 400.50 3000.00 1000).00 13000.70 * 71260.000 3520u.00 436.22 1.11 2.46 400.50 3000.00 10000.00 13000.00 * 71280.000 42300.00 437.19 .98 2.50 400.50 3000.00 10000.00 13000.00 * 71280.000 50003.00 438.19 1.00 2.52 400.50 3000.00 10000.00 13000.00 71260.000 93500.00 444.04 5.85 2.41 400.50 3000.00 10000.00 13000.00 * 72920.000 13200.00 432.58 .00 1.39 408.00 3266.95 941.97 4208.92 * 72920.000 21400.00 434.3E 1.70 1.64 408.00 3277.74 936.86 4214.60 * 72920.000 27100.00 435.34 .95 1.78 408.00 3283.79 934.00 4217.7E * 72920.000 35200.00 436.46 1.13 1.96 408.0'" 320.93 930.61 4221.54 * 72920.000 42300.00 437.44 .98 2.07 403.00 3297.11 927.68 4224.30 * 72920.000 '000'..0 438.44 1.00 2.16 403.00 3303.44 924.68 4228.13 * 72920.000 93500.00 444.24 5.40 2.36 408.00 3340.16 907.29 4247.45 75620.000 13203.00 434.80 .00 1.39 408.00 3106.16 8501.31 11607.47 75620.000 21407.00 434.52 1.72 1.60 408.00 3115.86 8496.19 11612.75 75620.000 27103.00 435.48 .96 1.71 408.00 3121.29 8493.33 11614.62 75620.000 35200.00 436.62 1.14 1.85 408.00 3127.71 8489.94 11617.55 75620.000 42300.00 437.60 .98 1.93 403.00 3133.23 8487.03 11620.26 75620.000 50000.00 436.60 1.00 2.01 408.00 3138.87 8484.06 11622.92 75620.000 93500.00 444.36 5.76 2.13 408.00 3171.38 8466.91 11639.29 77490.000 13100.00 432.95 .00 1.26 407.50 1792.45 7496.52 9696.49 77490.000 21800.00 434.69 1.74 1.61 407.50 2960.61 7491.24 10716.57 77490.000 27300.00 435.66 .97 1.73 407.50 3161.84 7483.31 10718.77 77490.000 35003.00 436.60 1.14 1.84 407.50 3236.51 7484.95 10721.36 77490.000 42107.00 437.78 .98 1.91 407.50 3241.69 7481.89 10723.58 77490.000 49300.00 438.77 1.00 1.97 407.50 3246.97 7473.88 10725.84 77490.000 93100.00 444.48 5.71 1.98 407.50 3277.21 7461.59 10738.91 80970.000 13103.00 433.25 .00 1.60 408.30 533.51 297.84 1706.13 80970.000 21800.00 435.13 1.97 2.07 408.00 3384.08 33.44 3560.43 80970.000 27300.00 436.11 .98 2.16 408.00 3634.36 37.40 3664.77 80970.000 35000.00 437.26 1.15 2.24 408.00 3642.97 26.86 3669.83 80970.000 42100.00 438.22 .96 2.28 408.00 3650.21 23.88 3674.09 80970.000 49800.00 439.20 .98 2.30 403.00 3657.57 2).85 3573.42 60970.000 93100.00 444.77 5.57 2.18 408.00 3697.02 6.00 3703.72 15APR92 14:58:39 PAGE 11 SECNO 4 CWSEL DIFNSP VCM ELMIN TOPWIO SSTA ENOST 83400.000 13000.00 433.54 .00 1.03 410.00 949.02 9989.77 13854.33 83400.000 21000.00 435.52 1.98 1.20 410.00 3028.91 9983.84 13360.33 83400.000 27500.00 436.52 1.00 1.33 410.00 3814.63 9923.56 13863.11 E3400.000 35200.00 437.67 1.15 1.43 410.00 3945.92 9920.37 13066.29 83400.000 42000.00 438.02 .96 1.48 410.30 3951.22 9917.72 13868.95 83400.000 49500.00 439.59 .97 1.52 410.00 3956.60 9915.04 13371.63 83400.000 91500.00 445.04 5.45 1.56 410.00 3986.77 9903.00 13386.77 84750.000 13000.00 433.65 .00 .96 412.00 1110.75 1033.51 5144.33 84750.000 21000.00 435.66 2.01 1.16 412.00 1336.31 1027.59 5169.75 84750.000 2750).00 436.08 1.33 1.32 412.00 3185.45 1024.56 5172.50 84750.000 35200.00 437.34 1.16 1.42 412.00 3757.90 1021.13 5175.60 84750.030 42000.00 438.80 .96 1.46 412.00 4088.59 1018.30 5173.16 84750.000 49500.00 439.77 .97 1.51 412.00 4165.29 1015.45 5180.74 84750.000 91500.00 445.17 5.41 1.62 412.00 4195.21 1000.00 5195.21 * 85000.000 13000.00 433.65 .00 1.60 412.00 769.54 1125.39 5144.33 * 85030.000 21000.00 435.64 1.99 1.95 412.00 923.70 1104.60 5169.72 * 85000.000 27500.00 436.09 1.04 2.18 412.00 3120.00 1093.69 5172.51 * 85000.000 35200.00 437.87 1.19 2.24 412.00 3707.35 1081.24 5175.70 * 85000.000 42003.00 433.64 .97 2.21 412.00 4240.87 380.00 5178.26 * 85000.000 49503.00 439.52 .97 2.21 412.00 4300.84 380.00 5180.84 85000.000 91500.00 445.21 5.40 7.04 412.00 4315.28 880.00 5195.28 * 86560.000 13000.00 433.84 .00 1.10 410.00 1899.55 2111.46 7100.00 * 86560.000 21000.00 435.92 2.07 1.20 410.00 2439.27 210).42 7100.00 * 86550.000 27500.00 436.97 1.06 1.35 410.00 2715.32 2090.28 7100.30 * 86560.000 35200.00 438.13 1.16 1.48 410.00 3135.01 2045.77 7100.00 * 86560.000 42000.00 439.06 .95 1.58 410.00 3443.01 2017.66 7100.30 * 86500.000 49500.00 440.03 .96 1.67 410.00 3452.63 2011.82 7100.00 * 86560.000 91500.00 445.35 5.32 1.89 410.00 3471.52 2000.00 7100.00 * 87530.u00 14500.00 433.80 .00 4.94 410.00 650.57 2129.86 5262.54 * 87530.000 22900.00 435.57 2.37 5.62 410.00 1691.81 2101.28 7591.71 * 87530.030 30103.00 436.95 1.08 5.93 410.00 1826.40 2071.72 7596.72 * 87530.000 38800.00 438.14 1.19 6.00 410.00 2127.90 2036.52 7602.21 * 87530.000 46600.00 439.11 .97 5.96 410.00 2265.86 2022.27 7606.59 * 87530.000 55000.00 440.39 .97 5.87 410.00 2355.52 2016.38 7611.19 * 87530.000 100003.00 445.42 5.33 5.04 410.00 3478.85 2000.00 7520.30 87800.000 14503.00 434.10 .00 4.19 410.00 474.01 1149.02 6215.25 87830.000 22900.00 436.13 2.03 5.41 410.00 907.03 1128.10 6340.13 87800.000 30100.00 437.17 1.04 6.29 410.00 1520.84 1112.48 6480.)0 87800.000 38900.00 433.31 1.14 5.90 410.00 1577.32 1089.74 6480.30 87800.000 46600.00 439.24 .94 7.19 410.00 1588.89 1083.92 6480.30 87800.000 55000.00 440.13 .94 7.39 410.00 1660.14 1086.10 6480.00 87800.000 100000.00 445.41 5.23 7.04 410.00 1692.88 1083.56 6480.90 15APR92 14:53:39 PAGE 12 SECNO 3 CWSEL OIFWSP VCH _LMIN TOPWIO SSTA ENOST 87869.000 14500.00 434.16 .00 4.29 410.00 497.15 1946.82 6995.33 87809.000 22900.00 430.22 2.06 5.44 410.00 783.72 1909.71 7056.33 87869.000 30100.00 437.28 1.06 6.33 410.00 812.90 1894.41 7059.02 87869.000 38800.00 439.42 1.14 7.18 410.00 839.08 1383.05 7761.38 * 87869.000 46600.00 439.35 .93 7.81 410.00 853.28 1880.76 7)64.18 * 87809.000 55000.00 440.28 .93 9.37 410.00 867.67 1878.44 7066.52 * 87809.000 100000.00 445.44 5.16 9.18 410.00 1728.87 1355.44 7469.94 87870.000 14500.00 434.16 .00 4.38 410.00 497.26 1946.81 6995.36 87870.000 22900.00 436.22 2.06 5.51 410.00 783.93 1909.60 705o.35 87870.000 30100.00 437.28 1.06 6.39 410.00 812.95 1894.38 7059.02 87870.000 38800.00 438.42 1.14 7.22 410.00 839.11 1883.04 7061.39 87870.000 46600.00 439.35 .93 7.82 410.00 853.46 1880.73 7064.21 87870.000 55000.00 440.28 .93 9.37 410.00 867.84 1873.41 7066.54 * 87870.000 100000.00 445.38 5.09 10.57 410.00 1727.14 1955.96 7469.94 87900.000 14500.00 434.33 .00 4.30 410.00 548.90 1942.72 7307.44 87960.000 22900.00 436.49 2.15 5.33 410.00 791.29 1905.74 7057.03 87900.000 30100.00 437.64 1.16 0.12 410.00 822.82 1889.21 7059.93 87950.000 36300.00 438.68 1.24 6.86 410.00 946.19 1981.90 7063.03 87960.000 46603.00 439.88 1.00 7.40 410.00 861.64 1879.41 7065.54 87900.000 55300.00 440.87 .99 7.88 410.00 877.00 1875.94 7063.03 87960.000 100000.00 446.73 5.36 10.37 410.00 1764.26 1844.92 7469.96 87981.000 14500.00 434.35 .00 4.22 410.00 551.56 1942.51 7008.06 87961.000 22903.00 436.50 2.15 5.27 410.00 791.35 1905.71 7057.34 87951.000 30100.00 437.c5 1.15 6.08 410.00 822.90 1889.17 7059.94 87901.000 38800.00 438.89 1.23 6.83 410.0C 346.24 1881.90 7063.04 87961.000 46603.00 439.58 1.00 7.38 410.00 861.70 1879.40 7065.55 87951.000 55000.00 440.38 .99 7.88 410.00 677.05 1876.93 7068.04 * 87961.000 100003.00 447.30 6.92 7.16 410.00 1793.41 1830.25 7469.97 88000.000 14503.00 434.37 .00 4.74 410.00 594.96 1145.46 6310.13 68000.000 22900.00 430.53 2.16 5.84 410.00 678.15 1075.95 6310.47 88000.000 30100.00 437.70 1.17 6.68 410.30 711.64 1075.36 6310.65 88000.000 38800.00 438.95 1.25 7.41 410.00 766.39 1075.77 6310.84 88000.000 48600.00 439.97 1.02 7.87 410.00 804.90 1075.70 6310.99 88000.000 55000.00 441.00 1.03 8.16 410.00 1576.78 1075.62 6500.30 88000.000 100000.00 447.95 6.96 6.99 410.00 1612.18 1075.11 6500.00 88030.000 1450).00 434.47 .00 4.45 410.00 498.39 5977.67 11384.66 83030.000 22900.00 436.04 2.17 5.62 410.00 770.22 5936.82 11100.16 86030.000 30100.00 437.83 1.19 6.46 410.00 810.76 5933.37 11100.47 83030.000 38800.00 439.09 1.27 7.24 410.00 830.54 5926.16 11100.79 88030.000 46600.00 440.11 1.02 7.79 410.00 1559.54 5922.58 11445.55 88030.000 55003.00 441.13 1.02 9.14 410.00 1578.18 5914.00 11450.64 * 88030.000 100000.00 447.99 6.87 7.77 410.00 1679.95 5900.05 11480.00 15APR92 14:58:39 PAGE 13 SECNO .) CwSEL DIFWSP VCM `_LMIN TOPWID SSTA ENOST 88050.000 14500.00 434.49 .00 4.44 410.00 499.47 5977.54 11084.92 88050.000 22900.00 436.68 2.19 5.60 410.00 778.75 5936.62 11100.17 88050.000 30100.00 437.88 1.20 6.43 410.00 811.92 5930.52 11100.48 83050.000 38300.00 439.16 1.28 7.19 410.00 831.40 5925.95 11100.11 88050.000 46600.00 440.19 1.03 7.73 410.00 1560.79 5922.33 11445.39 880)0.000 55000.00 441.21 1.02 3.06 410.00 1579.58 5913.73 11451.02 88050.000 100000.00 444.11 6.90 7.77 410.00 1679.95 5900.05 11480.00 88150.000 14500.00 434.04 .00 4.15 410.00 518.91 1143.60 6216.60 88150.030 22900.00 436.92 2.28 5.20 410.00 1272.48 1110.25 6400.23 88150.000 30100.00 439.24 1.32 5.77 410.00 1331.44 1100.00 6400.56 83150.000 38300.00 439.62 1.38 6.27 410.00 1347.80 1100.00 6400.90 88150.000 46600.00 440.73 1.11 6.58 410.00 2618.01 1100.00 6390.37 88150.000 55000.00 441.30 1.06 6.77 410.00 2620.62 1100.00 6890.90 * 88150.000 100000.00 448.71 6.91 5.98 410.00 2637.55 1100.00 6894.35 89050.000 14500.00 435.75 .00 3.30 410.00 1288.78 1665.35 5260.77 * 89050.000 22900.00 438.35 2.60 3.29 410.00 4713.93 1503.34 7030.20 * 89050.000 30100.00 439.70 1.35 3.08 410.00 5040.22 1419.05 7050.43 * 89050.000 38800.00 441.03 1.33 2.86 410.00 5613.14 1004.49 7070.40 * 89050.000 46o03.00 442.08 1.05 2.72 410.00 5630.31 1003.96 7086.14 * 89050.000 55000.00 443.07 .99 2.64 410.00 5646.51 1003.47 7100.99 * 89050.000 100000.00 449.34 6.27 2.05 410.00 5684.08 100).34 7130.70 * 90000.000 14500.00 436.97 .00 4.40 409.60 468.31 3300.00 9726.71 * 90000.000 22900.00 439.33 2.36 5.04 409.60 1775.97 3800.00 10704.24 * 90000.000 30100.00 440.47 1.14 5.25 409.60 2193.14 3800.00 10716.52 * 90000.000 38903.00 441.02 1.15 5.31 409.60 2632.34 3900.00 10728.34 * 90000.000 40600.00 442.50 .95 5.26 409.60 2952.53 3800.00 10738.97 * 90000.000 55000.00 443.49 .92 5.20 409.60 3265.13 3800.00 10748.86 * 90000.000 100000.00 449.49 6.00 3.72 409.60 4551.39 3800.00 10765.00 * 90880.000 14500.00 438.18 .00 2.63 414.50 2257.71 1700.00 8600.52 * 90880.000 22900.00 440.44 2.26 2.59 414.50 4395.43 1700.00 8606.98 * 90810.000 30100.00 441.51 1.07 2.63 414.50 4656.09 1700.00 8610.36 * 90880.000 38800.00 442.57 1.06 2.70 414.50 4752.72 1700.00 8613.04 * 90880.000 46600.00 443.43 .86 2.73 414.50 4802.94 1700.00 8615.51 * 90860.000 55003.00 444.28 .85 2.77 414.50 4847.23 1700.00 8617.95 * 90880.000 100000.00 449.81 5.52 2.43 414.50 5053.50 1703.00 8520.00 92090.000 14500.00 433.93 .00 2.29 410.60 2462.79 2391.90 9899.32 92090.000 22900.00 441.02 2.10 2.24 410.60 5222.95 2220.99 9913.00 92090.000 30100.00 442.05 1.03 2.27 410.60 5833.95 1700.00 9920.01 92090.000 38800.00 443.08 1.03 2.28 410.60 6212.89 1700.00 9926.96 92090.000 46003.00 443.91 .83 2.30 410.60 6310.80 1700.00 9932.50 92090.000 55000.00 444.74 .83 2.32 410.60 6492.67 1700.00 9938.21 92090.000 100000.00 450.04 5.31 1.98 410.60 6828.98 1700.00 9940.00 15APR92 14:58:39 PAGE 14 SECNO J CMSEL DIFwSP VCM ELMIN TOPWIO SSTA ENOST 92300.000 14500.00 439.03 .00 2.33 415.10 4493.05 300.00 8516.21 92300.000 22903.00 441.12 2.09 2.03 415.10 5857.83 300.00 8561.26 92330.000 30100.00 442.15 1.03 2.04 415.10 6059.76 300.00 8571.53 92300.000 38300.00 443.17 1.02 2.07 415.10 6122.23 300.00 8581.75 92300.000 4660).00 443.99 .52 2.10 415.10 6153.45 300.00 8590.01 91300.000 55000.00 444.82 .82 2.13 415.10 6185.39 300.00 8598.24 92300.000 100000.00 450.08 5.27 1.93 415.10 6336.23 300.00 8600.00 93620.000 14504.00 439.97 .00 4.69 414.50 1462.76 2327.32 8480.35 * 93620.000 22900.00 441.93 1.96 4.99 414.50 3284.97 1475.24 8541.)6 * 93620.000 30103.00 442.97 1.04 5.07 414.50 3893.95 1415.66 10165.90 * 93620.000 38800.00 444.00 1.03 5.05 414.50 5283.12 1356.04 10193.51 * 93620.000 46600.00 444.81 .81 4.91 414.50 6838.30 1309.04 10214.93 * 93620.000 55003.00 445.60 .79 4.71 414.50 7125.34 1000.00 10220.00 93620.000 100000.00 450.49 4.39 3.23 414.50 7667.74 1000.00 10220.00 * 93670.000 14500.00 439.88 .00 3.94 431.00 1412.82 2393.73 8499.43 * 93670.000 22900.00 442.11 2.23 4.86 431.00 3395.56 1465.36 10143.05 * 93670.000 30100.00 443.16 1.04 4.28 431.00 4056.07 1404.92 10170.84 93670.000 38800.00 444.10 1.00 3.98 431.00 6035.41 1346.90 10197.52 93670.000 46600.00 444.94 .78 3.77 431.00 6902.95 1301.61 10218.34 93670.000 55000.00 445.70 .77 3.59 431.00 7143.73 1000.00 10220.00 93670.000 100000.00 450.51 4.31 2.59 431.00 7667.79 1000.00 10220.00 * 93730.000 14500.00 441.08 .00 4.38 414.50 488.40 7918.19 8788.29 93730.000 22903.00 442.22 1.15 5.97 414.50 2049.54 2373.35 8792.10 * 93730.000 30100.00 443.22 1.00 6.11 414.50 2980.26 1997.97 8795.42 * 93730.000 38800.00 444.24 1.02 5.34 414.50 4495.49 1896.77 8798.78 * 93730.000 46600.00 445.02 .78 4.55 414.50 5387.45 1817.75 10420.00 * 93730.000 55000.00 445.78 .75 3.90 414.50 6312.56 1742.44 10420.00 93730.000 100000.00 450.53 4.76 1.72 414.50 9183.69 1000.00 10420.30 93760.000 14503.00 441.15 .00 4.34 414.50 490.74 7916.40 8788.54 93760.000 22900.00 442.43 1.28 5.72 414.50 2230.91 2282.41 8792.79 93760.000 30100.00 443.49 1.06 5.60 414.50 3290.44 1973.99 8796.31 93760.000 38803.00 444.47 .98 4.81 414.50 4765.45 1873.28 8799.56 93760.000 46605.00 445.18 .71 4.25 414.50 5464.05 1802.09 10420.00 93760.000 55000.00 445.39 .71 3.72 414.50 6596.44 1731.13 10420.30 93760.000 100)00.00 457.55 4.66 1.72 414.50 9193.30 1000.00 10420.00 * 93810.000 12600.00 441.42 .00 2.89 414.50 3144.39 1505.48 8525.37 * 93810.000 22903.00 442.89 1.46 3.58 414.50 4518.92 1420.58 10494.64 * 93810.000 31100.00 443.85 .96 3.73 414.50 5919.36 1364.80 10633.32 * 93810.000 38500.00 444.69 .94 3.67 414.50 8024.64 1316.16 10589.29 * 93810.000 46600.00 445.34 .66 3.66 414.50 8406.97 1000.00 10930.30 * 93810.000 55300.00 446.32 .68 3.50 414.50 8921.53 1003.00 10930.00 * 93810.000 100003.30 450.59 4.57 2.59 414.50 9930.00 1003.00 10930.30 1SAPR92 14 :58:59 PAGE 15 SECNO 1 CWSEL DIFWSP VCH ELMIN TOPWIO SSTA ENDST * 97570.000 12603.00 442.38 .30 1.67 423.00 7673.62 1369.05 9739.72 * 97570.000 22900.00 443.38 1.51 2.02 423.00 8367.01 1165.55 9759.56 * 97570.000 51100.00 444.79 .91 2.10 423.00 9000.50 856.29 9356.30 * 97570.000 38900.00 445.54 .75 2.15 423.00 9114.90 933.81 9943.81 * 97570.000 46600.00 440.16 .62 2.23 423.00 9623.71 811.38 10700.70 * 97570.000 5500).00 446.78 .53 2.29 423.70 9923.41 775.59 10700.70 97570.000 130000.00 450.93 4.15 2.10 423.00 10100.00 600.00 10700.00 * 98450.000 12600.00 442.59 .J0 2.89 426.00 5414.03 972).21 19321.10 * 93450.000 22900.00 444.09 1.50 2.37 426.00 8604.42 9624.6G 19322.32 93450.000 51100.00 444.99 . 2.79 420.00 9376.00 9025.76 19323.35 93450.000 38800.00 445.73 .74 2.72 426.00 9439.03 9622.58 19324.59 98450.030 46600.00 445.35 .62 2.74 426.00 9573.89 9619.93 19435.37 98450.000 55000.00 446.97 .62 2.75 426.30 9 9617.26 19500.30 984)0.000 100003.00 451.04 4.07 2.33 426.00 10000.00 960).00 19600.70 99260.000 12803.00 443.00 .J0 2.69 428.00 6297.54 660.00 9471.57 99230.000 22900.00 444.45 1.45 2.74 428.00 8242.86 o31.10 9473.22 99230.000 31103.00 445.30 .16 2.72 426.00 8533.68 613.95 9474.20 99230.000 38800.00 446.12 .71 2.71 428.00 8642.98 599.70 9478.23 99290.000 4660).00 445.02 .51 2.76 423.00 8930.58 587.58 9603.00 99230.000 55000.00 447.23 .61 2.90 423.00 8965.23 575.33 9600.00 99230.000 100000.00 451.18 3.95 2.48 428.00 9100.00 503.00 9500.30 100040.000 12600.00 443.37 .00 2.34 428.30 5383.85 1069.73 9737.00 100040.000 22903.00 444.78 1.41 2.46 428.3C 8013.41 1026.64 9731.61 100040.000 31100.30 445.o2 .83 2.50 423.30 8171.19 1023.08 9739.56 100040.000 38307.00 440.31 .69 2.55 428.30 8261.05 1020.12 9752.21 100040.000 46600.00 446. .60 2.62 423.30 8558.60 1017.56 9776.13 100040.000 55000.00 447.52 .60 2.07 423.30 8885.07 1014.93 9900.00 100040.000 100000.00 451.35 3.83 2.46 423.30 8900.00 1000.00 9903.70 * 103050.000 17200.00 445.54 .00 5.16 430.30 4070.73 1465.92 9467.07 * 103080.000 2830).30 446.84 1.10 5.21 430.00 6108.03 1220.24 9917.48 * 103060.000 3620).00 447.23 .53 5.14 430.00 7352.62 1182.59 10304.52 * 103000.000 45103.00 447.66 .58 4.97 430.00 8380.95 1152.70 10105.75 * 103060.000 52603.00 443.56 .50 4.30 430.00 8683.74 1143.74 10156.30 * 103050.000 0110 449.17 .51 4.67 430.00 8903.78 1139.08 10192.20 * 103050.030 111 +00.00 452.08 3.21 3.12 430.00 9270.25 102).69 10290.94 * 106030.000 14000.00 4443.70 .70 2.49 42).00 4660.64 2274.78 8300.30 106030.030 20003.70 449.69 .99 2.73 420.00 4777.51 2262.10 8300.00 100080.000 25700.00 450.22 .53 2.91 420.30 5059.99 1423.02 6300.00 106080.000 31603.00 450.71 .49 3.04 420.00 5676.79 1383.08 8300.30 106030.030 37001.00 451.u9 .38 3.17 420.00 6068.51 1353.22 8300.00 106080.000 43007.00 451.47 .39 3.29 420.00 6229.40 1322.26 8300.00 * 100060.000 77400.30 453.57 2.20 3.51 420.00 7144.17 1155.33 8300. 15APR92 14:59 :39 PAGE 16 SECNO ) C6SEL DIF.SP VCM ELMIN TOPWID SSTA ENOST * 110560.000 12000.00 449.62 .00 1.16 424.00 6742.27 4685.49 11930.70 * 110530.000 20000.00 450.73 1.12 1.36 424.00 7126.55 4600.00 11930.30 * 110560.000 25700.00 451.35 .o2 1.48 424.00 7291.15 4600.00 11930.70 * 110560.000 31603.00 451.91 .56 1.59 424.00 7330.00 4600.00 11930.70 * 110580.000 37003.00 452.36 .45 1.68 424.00 7330.00 4600.00 11930.30 * 110530.000 43000.00 452.81 .45 1.77 424.70 7330.00 4500.00 11930.00 * 110560.070 77400.00 455.09 2.28 2.14 424.00 7330.00 4600.00 11930.00 110720.000 12700.00 449.63 .00 1.46 425.40 4426.37 2313.00 10079.07 110720.000 20000.00 450.75 1.12 1.79 426.40 6272.15 2313.00 10089.00 110720.000 25700.00 451.37 .62 1.94 426.40 6639.23 2313.00 10080.30 110720.000 31603.00 451.93 .56 2.06 426.40 6884.90 2313.00 10080.70 110720.000 37000.00 452.38 .45 2.17 426.40 6951.61 2313.00 10080.30 110720.000 43000.00 452.34 .45 2.27 425.4G 7019.42 2313.00 10380.00 110720.000 77400.00 455.12 2.28 2.02 425.40 7359.92 2313.30 10060.70 110750.000 12003.00 449.64 .00 1.45 426.40 4438.52 2318.00 10079.38 1107)0.000 20000.00 450.76 1.12 1.78 426.40 6275.86 2313.00 10080.00 110750.000 25700.00 451.36 .02 1.94 426.40 6643.39 2318.30 10080.00 110750.000 31600.00 451.44 .56 2.06 425.40 6885.93 2318.00 10080.00 110750.000 37000.00 452.39 .45 2.16 420.40 6952.69 2313.00 10080.00 110750.000 43000.00 452.35 .45 2.2o 426.40 7020.55 2318.00 10080.00 110750.000 77403.00 455.13 2.28 2.62 426.40 7361.18 2319.00 10080.00 1107 90.000 12000.00 449.04 .00 2.02 425.40 1308.08 5161.70 11753.55 * 110790.000 20003.00 450.74 1.11 2.63 426.40 1333.09 5153.99 11756.10 * 110790.030 25707.00 451.35 .51 3.33 426.40 1346.37 5157.49 11757.45 * 110790.000 31600.00 451.90 .55 3.61 42o.40 1359.26 5155.15 11758.56 * 110790.000 37300.00 452.33 .43 4.22 426.40 1369.07 5155.09 11759.53 * 110790.000 43000.00 452.77 .44 4.65 420.40 1378.99 5154.01 11760.50 * 110790.000 77400.00 454.94 2.17 5.59 426.40 1442.40 5145.82 11765.43 110910.000 12000.00 449.58 .00 2.31 426.40 1308.87 5161.61 11753.73 110910.000 20000.00 450.82 1.14 2.80 426.40 1334.87 5158.30 11755.27 110910.000 25700.00 451.45 .63 3.29 426.40 1349.18 5157.24 11757.58 110910.000 31600.00 452.02 .57 3.75 426.40 1362.11 5155.64 11753.94 110910.000 37003.00 452.48 .45 4.14 420.40 1372.43 5154.72 11759.95 110910.000 43000.00 452.94 .46 4.55 426.40 1382.91 5153.59 11760.98 110910.000 77400.00 455.24 2.30 0.40 426.40 1456.71 5143.55 11766.79 110930.000 12000.00 449.09 .0G 2.35 426.40 4233.31 2451.00 10521.99 110930.000 20000.00 450.37 1.19 2.74 425.40 6653.60 2451.00 10778.75 * 110930.000 25700.00 451.55 .68 2.03 420.40 7384.68 2451.00 11005.22 * 110930.000 31600.00 452.17 .02 2.96 426.40 7698.53 2451.00 11204.00 * 110930.000 37000.00 452.67 .50 2.39 426.40 7791.50 2451.00 11204.30 * 110930.000 43003.00 453.19 .51 2.92 426.40 7886.78 2451.00 11204.00 * 110930.000 77400.00 455.79 2.60 1.98 426.40 8363.62 2451.00 11204.70 15APR92 14:53:39 PAGE 17 SECNO 0 CWSEL DIF SP VCM ELMIN T0P4I0 SSTA ENDST * 110930.000 12000.00 449.75 .00 1.16 424.00 7962.43 3250.00 11930.10 * 110960.000 20000.00 450.94 1.19 1.31 424.00 8531.15 3250.00 11930.00 * 110930.000 25700.00 451.62 .67 1.40 424.00 8680.00 3250.30 11930.00 * 110960.000 31600.00 452.23 .62 1.47 424.00 8680.00 3250.00 11730.30 * 110960.000 37)0).00 452.73 .30 1.54 424.00 8680.00 325).00 11930.10 * 110910.000 43000.00 453.24 .51 1.60 424.00 8680.00 325).00 11930.00 * 110930.000 77400.00 455.82 2.58 1.85 424.00 8680.00 3250.00 11930.00 113030.00u 12000.00 449.92 .00 1.86 421.00 6214.11 4425.10 11449.59 113030.000 20000.00 451.14 1.22 2.24 421.00 7132.75 4400.00 11600.30 113000.000 25700.00 451.33 .69 2.43 421.00 7186.55 4403.30 11600.00 113000.0)0 31600.00 452.45 .63 2.57 421.00 7200.00 4400.00 11600.00 113000.030 3700/.00 452.96 .51 2.69 421.00 7200.00 4400.00 11500.00 113000.000 .43003.00 453.48 .52 2.81 421.00 7200.00 440).00 11600.00 113000.000 77400.00 456.06 2.60 3.21 421.00 7200.00 4400.00 11600.)0 * 113090.000 12000.00 449.90 .00 2.44 421.00 612.43 4454.33 11066.95 * 113090.000 20000.00 451.07 1.17 3.64 421.00 697.39 4452.39 11068.32 * 113090.000 25700.00 451.71 .64 4.40 421.00 1435.86 4400.00 11069.37 * 113090.000 31600.00 452.29 .59 5.06 421.00 4508.99 4400.00 11069.76 * 113090.000 37303.00 452.37 .58 4.61 421.10 6153.28 4400.00 11600.00 * 113090.000 43000.00 453.41 .54 4.65 421.30 6433.33 4400.00 11600.00 * 113090.000 77400.00 456.09 2.68 3.13 421.00 7200.00 4400.00 11500.00 113110.000 12003.00 449.91 .30 2.43 421.00 612.54 4454.32 11066.95 113110.000 20000.00 451.08 1.17 3.64 421.00 704.22 4452.37 11)63.33 113110.000 25700.00 451.73 .65 4.40 421.00 1456.37 4400.00 11069.08 113110.000 31603.00 452.32 .59 5.04 421.00 4555.96 4403.00 11069.78 113110.000 37000.00 452.93 .61 4.55 421.00 6220.02 4400.00 11600.00 113110.000 43001.00 453.47 .54 4.57 421.00 6452.79 4400.30 11600.00 113110.000 7740).00 456.13 2.66 3.11 421.00 7200.00 4400.00 11600.30 * 113130.000 12000.00 449.98 .00 1.72 421.00 5768.16 4424.28 11000.00 * 113130.000 20003.00 451.26 1.2b 1.97 421.00 7855.04 2300.00 11000.00 * 113130.000 25700.00 451.99 .73 2.06 421.00 8199.53 2800.00 11000.00 * 113130.000 31503.00 452.66 .66 2.14 421.00 8200.00 2800.00 11000.30 * 113160.000 37000.00 453.16 .51 2.21 421.00 8200.00 2800.00 11000.10 * 113130.000 43000.00 453.66 .52 2.29 421.00 8200.00 2800.00 11000.30 * 113160.000 77400.00 456.22 2.54 2.57 421.00 8200.00 2900.00 11000.00 15APR92 14:53:39 PAGE 1? SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 67880.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 07880.700 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE wARNING SECNO= 67980.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 68180.300 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 68350.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 88350.000 PROFILE = 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 71280.003 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 71280.900 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 71280.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING sECNO= 71280.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 71280.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 71280.000 PROFILE= 6 CONVEYANCE CHANGE_ OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 72920.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 72920.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 72920.300 PRCFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 72920.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 72920.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 72920.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 72920.30) PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 85000.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 65000.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 85000.300 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35003.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35000.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 85000.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 86560.003 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 86560.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 86560.300 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 86560.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDEE ACCEPTABLE RANGE WARNING SECNO= 86560.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36560.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36560.00) PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37530.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37530.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37530.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97330.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37530.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 87530.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97530.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE wAl SE 8, ,JLJ Or I1 5 EYa ,MAN UTS 4CCE LE ARN ,ECh' 378o JO ILE CC ANC ANG_ SID CEP RA WARNING SECNO= 87964.)03 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 15APR92 14:53:39 PAGE 19 WARNING SECNO= 37970.009 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37961.300 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98030.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38150.300 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN. SECNO= 39050.30) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE aARNING SECNO= 39050.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 89050.)U0 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 99050.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE wARNING SECNO= 89050.300 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 89)50.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90000.009 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90300.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90000.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90000.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= Y0000.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90000.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90300.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90380.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE aARNING SECNO= 90380.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90880.303 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90980.009 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90380.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90880.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90580.00) PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93520.)00 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93520.909 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 43520.303 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93520.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE wARNING SECNO= 93520.000 PROFILE= 0 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 93570.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 93570.300 PROFILE= 1 PROBABL.E MINIMUM SPECIFIC ENERGY CAUTION SECNO= 93570.300 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 93570.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNJ= 93570.303 PROFILE= 3 CONVEYANCE CHANGE OUIS'D. ACCEPTABLE RANGE W..RNING SECNO= 93730.003 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.003 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN;; SECNO= 93730.003 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE aARNING SECNO= 93730.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9301).000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE wARNIN, SECNO= 93310.00) PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGE WARNING iECNO= 93)19. )09 PROFILh= 4 CONVFYANCF (HANG G OUT�TOF ACCFPTABI F PAN:F IA.... SL 15APR92 14:53:39 PAGE 20 WARNING SECNO= 93810.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.700 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.300 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.70) PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.00) PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.JOu PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103)60.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103760.700 PROFILE= 5 CONVEY :NCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.703 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103067.00) PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 106080.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 106080.007 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SUNG= 110580.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.007 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN, SECNO= 110580.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110530.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.003 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN, SECNO= 110790.700 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.003 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.709 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.700 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.uOO PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.700 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.700 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.003 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110960.007 PROFILC= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 15APRV2 14:58:39 PAGE 21 WARNING SECNO= 113)90.)00 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.300 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.003 PRCFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113180.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113180.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113180.003 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113180.003 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113180.00•) PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113180.00) PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113180.003 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE H- EXISTING CONDITIONS WITH ADDED SECTIONS (ULTIMATE "Q") . ** *.* * MEC WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.0; February 1991 * * 609 SECOND STREET, SUITE 0 * * * * DAVIS. CALIFORNIA 95615 -4697 * * RUN DATE 15APR92 TIME 15 :19 :31 * * (916) 756-1104 * .*44* X X XXXXXXX XXXXx XXXXX x x x x x x x x x x x x xxxxxxx xxxx x xxxxx xxxxx x x x x x X X X X X X x x xxxxxxx xxxxx xxxxxxx 15APR92 15:19:31 PAGE 1 THIS RUN EXECUTED 15APR92 15 :19:31 HEC-2 WATER SURFACE PROFILES Version 4.6.0; February 1991 T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY ELM2.UR8 T2 EXISTING CONDITIONS WITH ULTIMAT2 WATERSHED 2 -YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- ADDED XSECTN J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEI FQ 2 0.00000 439.88 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC I8W CMNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 50 51 2 40 42 10 11 53 54 0 J5 LPRNT NUMSEC REQUESTED SECTION NUMBERS -10. 13. 99230. 100040. 103060. 104880. 105000. 105500. 106080. 110580. 110720 110750 110790. 110910. 110930. QT 7 14500 22900 30100 38800 46600 55000 100000 NC .07 .1 .06 .1 .3 X1 93670 42 8200 8473. 50 50 5). GR 445 1000 445 1080 446 1180 446 1240 441 1530. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 470.0 4300 470.0 5750. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 820J. GR 437.5 8225 437.5 8274 434 8275 434.3 9390 437.2 8391. GR 437.5 8420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 445 10220 NC .3 .5 SANDY LAKE ROAD X1 93730 40. 8490 4800 60 60 60. 8T 2 8490 443.5 439.6 8800 448.5 444.6 GR 450 1000 447 1420 447 1620 443 2020 442 2430 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220. GR 447 5420 443.5 5820 443.5 6120 445 6330 442 6940 GR 445 7290 443.5 7860 441 7920 439.5 9010 437.5 8030 GR 431 3050 436.5 8090 441.5 8110 444 3120 443.5 3170 GR 443 337CP 443.5 8490 439.6 8490 436 3640 418 3650 15APR92 15:19:31 PAGE 2 GR 42J 3670 414.5 87)0 444.6 8800 448.5 8800 446 8870 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 X1 93760 30 30 30 X2 1 UT 7 12600 22900 31100 38800 46600 55000 100000 NC .07 .07 .06 X1 93810 49 8200 8450 50 50 50 GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.3 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 76 440.5 7830 441 7940 439.5 8200 GR 418 8230 42U 3260 414.5 8280 437.5 8330 439 34)0 GR 439 3450 443.5 8590 444.5 9620 443.5 10000 442 10140 GR 443 10540 444 10650 444 10800 445 10930 NC .07 .09 .06 .1 .3 X1 97570 56 5490 5630 2100 1700 3760 X3 10700 470 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4350 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5680 440 5920 442 6000 442 6630 GR 440 6750 438 6830 438 7200 440 7350 433.2 7350 GR 433.2 7440 440 7470 440 7500 442 8000 442 6150 GR 440 3160 440 8175 433.2 8200 433.2 3265 440 3270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 GR 450 12170 X1 98450 49 14035 14215 800 700 830 x3 19600 470 X4 1 441.5 9790 GR 451 9600 444 9630 441.5 11190 439.7 11200 439.7 11830 GR 442 11840 440.5 12500 441.2 12925 442.5 13030 443 13150 GR 443 13700 444.5 13830 444.9 14000 445.7 14035 426.9 14090 GR 426 14180 443 14215 442.9 14290 444.5 14390 442.9 15415 GR 443.4 15500 442.1 15600 444.5 15685 443 16640 442.5 16700 GR 442.5 16800 441.4 17000 440.2 17115 439.8 17500 440 17600 GR 441.6 17800 442 18200 443.6 18800 443.5 18900 446.5 19000 GR 446.5 19100 447.5 19135 447.3 19235 428.3 19265 428.5 19305 GR 446 19325 447.5 19800 446 20400 446.9 20900 446.5 210)0 GR 448 21100 455 21200 457.5 21300 459.2 21420 15APR92 15:19:31 PAGE 3 X-SECTION 0 X1 99280 49 4035 4215 750 750 830 X3 9600 470 x4 1 441.5 690 GR 451 500 444 1030 441.5 1190 439.7 12)0 439.7 1830 GR 442 1840 44u.5 2500 441.2 2925 442.5 3030 443 3130 GR 443 3700 444.5 3830 444.9 4000 445.7 4035 428.9 4090 GR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 75)0 440 7600 GR 441.6 7800 442 9200 443.6 8800 443.5 39)0 446.5 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 112)0 457.5 11300 459.2 11420 X1 100040 49 4035 4215 760 760 750 x3 9900 470 GR 451 1000 444 1030 441.5 1190 439.7 120u 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3090 443 3130 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 5640 442.5 5700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 75)0 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 3900 446.5 92)0 GR 440.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 QT 7 17200 283u0 36200 45100 52600 61100 111400 EXISTING FEMA /COE CROSS SECTION X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. GR 444.6 1530. 444.9 1633. 446.0 1646. 445.7 2153. 445.8 2245. GR 446.6 2479. 447.5 2599. 447.9 2675. 448.0 2746. 445.2 2346. GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449.2 3306. GR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3o05. GR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4380. 446.4 4962. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. GR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 558). 444.0 5391. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. GR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. GR 444.2 7408. 444.8 7823. 445.2 7947. 444.7 7992. 444.3 8019. GR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 8564. GR 447.4 8770. 447.4 6819. 437.9 8848. 438.1 8987. 446.9 8906. GR 447.8 8964. .47.8 9089. 445.0 9182. 446.4 9223. 447.1 9285. GR 447.8 9315. 439.8 9326. 433.2 9367. 439.7 9399. 440.9 9434. GR 444.9 9460. 447.0 9490. 447.4 9548. 447.3 9655. 446.6 9912. GR 447.5 10034. 443.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. GR 457.1 10540. 15APR92 15:19 :31 PAGE 4 NH 5 0.07 2630. 0.06 2850. 0.09 8670. 0.05 835 .). .09) NH 9150 ADDEO XSECTION AT LAKES OF COPPELL X1 104880 53 2630. 2850. 1060.0 715.0 1810.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2350 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4630 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 3250 450 3320 GR 450 8570 449.0 8670 433 8680 420 8720 433 3750 GR 435.5 8790 443.5 3810 446 8840 448 8850 450.0 3910 GR 452.0 3915 454 9045 456 9150 NH 5 0.07 2630 0.06 2850 0.09 8670 0.06 3855 .090 NH 9105 ADDED XSECTION AT LAKES OF COPPELL X1 135000 53 2630. 2850. 120.0 120.0 120.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 43J 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2973 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 8050 450 3120 GR 450 3570 449 8670 433 8680 420 8720 433 6750 GR 435.5 8790 443.5 8810 446 8840 448 8855 450.' 3875 GR 452.0 8895 454 9000 456.0 9105 ADDED XSECTION AT LAKES OF COPPELL X1 105500 52 2630 2850 305 600 530 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 3250 443 3340 GR 446 8380 447.5 8440 449 8470 433 8430 420 8520 GR 433 8550 435.5 8590 443.5 8610 448 8640 450.0 8670 GR 452.0 3690 454 9275 QT 7 12000 20000 25700 31600 37000 43000 77400 x1 106080 52 2630. 2850. 355.0 340.0 580.0 x3 0 0 0 0 0 8300 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 15APR92 15:19:31 PAGE 5 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 445.5 7360 446.5 7740 448.5 8250 443 8340 GR 446 3330 447.5 8440 449 8470 433 8430 420 3520 GR 433 8550 435.5 8590 443.5 8610 449 3640 448.5 8800 GR 446.5 9050 455 9660 NC 0.070 0.070 0.060 X1 110580 40 9030 9340 1700 4300 4530 x3 0 0 0 4600 GR 449 3830 449.5 3850 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 443 5300 448 5940 449 6300 446.5 70)0 GR 447.5 7220 441.5 7260 447 7330 448.5 7560 446.5 7570 GR 446 7750 447.5 8100 446.5 8680 449.5 9030 447 9030 GR 441 9110 443 4150 429 9180 424 9220 437.5 9250 GR 445 9300 443 9340 448.5 9550 447 9800 446.5 10470 GR 444.5 10480 444.5 10630 447.5 10650 447.5 108)0 445.5 10870 GR 448.5 11170 448 11430 442 11500 441.5 11900 449 11930 NC 0.075 0.075 0.060 .3 .5 X1 110720 45 7237 7635 140 140 140 BT 2 7237 458 455.5 7635 457.7 455.2 GR 449.3 2318 449.8 2796 447 3171 442.4 3562 445.5 3591 GR 447.5 3600 442.9 3643 449.5 4000 450.2 43)4 449 4735 GR 447.7 5114 446.6 5361 44o.3 5552 444.5 5624 445.9 5700 GR 449.8 6157 449.9 6642 458 7237 455.5 7237 447.8 7256 GR 446.6 7311 442.3 7337 440.9 7375 435 7335 426.4 7437 GR 433.2 7474 439.2 7487 443.8 7535 446.7 7537 448.9 7635 GR 457.7 7635 451.7 8075 450.9 3531 449.3 5922 450.8 9217 GR 445.6 9804 443.1 9827 442.7 9895 437.8 9915 437.2 9932 GR 433.7 9945 441.7 9955 442.2 10000 444.9 10067 450 10030 X1 110750 30 30 30 X2 1 IM 35E X1 110793 67 9u50 9448 40 40 40 8T 2 9050 455.5 455.4 9448 458.5 455.4 GR 457 4000 457 5130 454.4 5150 448.3 5165 446.9 5200 GR 446.7 5225 447.6 5244 447.6 5264 446.4 5278 446.7 5285 GR 454.4 5305 457 5325 458 7180 454.7 7200 445.8 7225 GR 445.4 7250 445.2 73)0 445 7350 444.4 7400 444.8 7410 GR 442.2 7422 441.6 7427 442 7433 444.5 7450 446 7495 GR 454.5 7516 458 7536 458 8600 458.5 9050 455.4 9050 GR 447.8 9069 446.6 9130 445.4 9124 442.3 9150 440.9 9138 GR 435 9198 426.4 9250 433.2 9287 439.2 9330 443.8 9350 GR 446.7 9400 443.9 9448 458.5 9448 457 9900 458 10345 GR 454 10375 447.1 10395 446.1 10425 445.6 10475 444.9 10530 GR 445.6 10525 446.7 10575 447.3 10609 454.5 10619 458 10639 GR 457 11450 448 11480 443.1 11500 442.7 11548 437.8 11568 GR 437.2 11585 438.7 11578 441.7 11608 442.2 11653 444.9 11720 GR 448 11750 457 11770 15APR92 15:19:31 PAGE 6 x1 110910 120 120 120 X2 1 X1 110 930 39 7204 7430 20 20 20 BT 2 7204 450.5 454 7430 458.2 455.7 GR 449.6 2451 451 2850 451.4 3149 448.4 3392 447.9 3608 GR 449.8 4001 450.5 4400 449.9 4702 449.5 4949 448 5541 GR 446.7 5631 447.8 5705 449.2 6095 449.5 6448 456.5 7204 GR 445.4 7204 442.3 7230 440.9 7268 435 7278 426.4 7330 GR 433.2 73o7 439.2 7380 443.8 7430 458.2 7430 458.1 7605 GR 457.4 7614 450.6 8138 449.4 9695 448.7 8750 449.5 3811 GR 449 8827 450.5 9214 446.2 9730 444.9 9759 442.5 9922 GR 442.3 10061 449.4 10459 451 10807 452.1 11204 1 x1 110980 40 9030 9340 50 50 50 GR 449 3250 449.5 3850 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 449 5300 448 5940 449 0300 446.5 7000 GR 447.5 7220 441.5 7260 447 7330 448.5 7550 446.5 7570 GR 446 7750 447.5 3100 446.5 8680 449.5 0030 447 9030 GR 441 9110 443 9150 429 9180 424 9220 437.5 9250 GR 445 9300 448 9340 448.5 9550 447 9800 446.5 10470 GR 444.5 10480 444.5 10630 447.5 10650 447.5 10800 445.5 10870 GR 448.5 11170 448 11430 442 11500 441.5 11900 449 11930 NC 0.080 0.085 0.000 .1 .3 x1 113000 45 8530 8700 1250 1800 2020 GR 451 4400 451 4410 446 4480 452 4560 450 4690 GR 451 5000 451 5220 449 5410 444 5470 447 5480 GR 450 5720 448 6000 449 6260 449 6400 447.5 6650 GR 449 6760 445 7340 446.5 7630 445.5 7890 438.5 7900 GR 439 7960 447 7990 447.5 8020 446 9200 450 8300 GR 446 13350 445 8400 446 8530 428.5 8570 421.5 8620 GR 421 8670 449 8700 449.5 8850 447.5 9020 448.5 9600 GR 448 9760 448.5 9800 444.5 9810 444.5 9860 448 9870 GR 448.5 11000 444.5 11030 445 11060 448.5 11090 450.5 11600 MKT RAILROAD X1 113090 39 8380 8700 90 90 90 BT 2 8380 455.5 452.8 8700 456 452.4 GR 451.5 4400 452 4430 452.5 4450 446.5 4450 446 4490 GR 452.5 4510 452 5040 452 5430 446 5440 444 5470 GR 446.5 5490 452 5490 452 6930 451 7430 452.5 7850 GR 438.5 7890 439 7960 453 7990 455.5 8330 452.8 8380 GR 446 9420 445.5 3540 428.5 8570 421.5 8620 421 3670 GR 452.4 9700 456 8700 453 9210 452.5 9790 444.5 9810 GR 444.5 9860 452.5 9870 451.5 10620 452.5 10820 452.5 11020 GR 444.5 11030 444 11060 452.5 11070 452.5 11600 15APR92 15:19 :31 PAGE 7 X1 113110 0 0 0 20 20 20 X2 1 15APR92 15:19:31 PAGE 3 SECNO DEPTH CWSEL CRIWS WSELK EG HY HL OLOSS L - SANK ELEV Q QLOB QCH 0ROB AL06 ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 x- SECTION 0 99280.000 15.00 443.00 .00 .00 443.05 .05 .39 .00 445.70 12600.0 3916.8 5102.2 3581.0 4638.0 1897.0 4304.2 1094.0 465.6 443.00 1.06 .84 2.69 .83 .070 .060 .090 .000 428.00 660.05 .000497 750. 830. 750. 2 0 0 .J0 5765.73 9471.57 * SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 15.07 443.37 .00 .30 443.40 .03 .35 .00 445.70 12600.0 4641.6 3956.8 4001.6 5466.0 1693.5 5032.1 1295.0 567.2 443.00 1.23 .85 2.34 .80 .070 .060 .090 .000 423.30 1069.82 .000433 760. 760. 760. 0 0 0 .00 5880.51 9737.00 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .54 EXISTING FEMA /COE CROSS SECTION 103060.000 15.54 445.54 .00 .30 445.73 .20 2.28 .05 449.60 17230.0 59.5 7178.0 9962.5 135.2 1391.9 6055.0 1746.1 777.4 447.50 1.43 .57 5.16 1.65 .070 .060 .090 .000 430.00 1465.88 .002737 1850. 3020. 1775. 3 0 0 .00 4070.93 9467.07 * SECNO 104880.000 3265 DIVIDED FLOW 15APR92 15:19:31 PAGE 9 SECNO DEPTH CWSEL CRIWS wSELK EG MY HL OLOSS L-6ANK ELEV Q QLOB QCH QROB ALOE ACM AR08 VOL TWA R-dANK ELEV TIME VLOB VCM VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL08R ITRIAL IOC ICONT CORAR TOPWIO ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.70 ADDED XSECTION AT LAKES OF COPPELL 104880.000 27.23 447.23 .00 .00 447.31 .08 1.56 .01 453.50 17200.0 .0 3067.5 14112.5 .0 1087.1 6665.6 1903.3 849.2 452.00 1.55 .00 2.84 2.12 .000 .060 .067 .000 420.00 2674.79 . 000945 1060. 1810. 715. 2 0 0 .30 4053.51 8846.15 *SECNO 105000.000 3265 DIVIDED FLOW ADDEO XSECTION AT LAKES OF COPPELL 105000.000 27.35 447.35 .00 .00 447.42 .07 .11 .00 453.50 17200.0 .0 3044.2 14155.8 .0 1104.4 7097.9 1925.3 860.4 452.00 1.57 .00 2.76 1.99 .000 .060 .068 .000 420.00 2673.94 . 000884 120. 120. 120. 2 0 0 .00 4027.74 8850.11 *SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105500.000 27.90 447.90 .00 .00 447.95 .05 .52 .00 453.50 17200.0 10.1 3395.6 13794.3 29.8 1157.0 9735.7 2054.5 919.3 452.00 1.67 .34 2.86 1.42 .070 .060 .090 .000 420.00 2284.96 .000922 305. 500. 600. 2 0 0 .00 4625.04 8639.31 *SECNO 100080.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .66 3470 ENCROACHMENT STATIONS= .0 5300.0 TYPE= 1 TARGET= 8299.999 106080.000 28.28 448.28 .00 .00 448.33 .05 .38 .00 453.50 12000.0 34.1 3788.2 8177.6 52.5 1247.2 8634.9 2142.7 955.9 452.00 1.73 .55 3.04 .95 .070 .060 .090 .000 420.00 2280.07 . 001015 355. 560. 340. 0 0 0 .00 4502.07 8300.00 15APR92 15:19:31 PAGE 10 SECNO DEPTH CWSEL CRIWS WSr:IK EG HV HL OLOSS L-BANK ELEV 0 )LOB 3CH 0O8 ALOE ACM AROB VOL TWA R-8ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL0BR ITRIAL IOC ICONT CORAR TOPWID ENDST * SECNO 110580.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110580.00 EXTENDED .45 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.81 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 25.45 449.45 .00 .00 449.40 .01 1.12 .00 449.50 120)0.0 3079.1 3627.1 5293.7 7463.7 2932.3 8240.4 3338.4 1393.3 448.00 3.20 .41 1.24 .64 .070 .060 .070 .000 424.00 5246.11 .000128 1700. 4500. 4300. 4 0 0 .00 6o77.19 11930.00 *SECNO 110720.000 3265 DIVIDED FLOW 3260 CROSS SECTION 110720.00 EXTENDED .17 FEET 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110720.000 23.07 449.47 .00 .00 449.49 .02 .02 .00 458.00 12000.0 4348.1 4904.8 2747.1 6748.6 3231.1 2864.7 3389.0 1410.5 457.70 3.24 .64 1.52 .96 .075 .060 .075 .000 426.40 2313.00 .003223 143. 140. 140. 2 0 0 .00 4009.28 10078.65 * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED .17 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 23.38 449.48 .00 .00 449.50 .02 .01 .00 453.00 12030.0 4352.2 4901.3 2746.4 6703.8 3233.1 2869.0 3397.8 1413.2 457.70 3.24 .64 1.52 .96 .075 .060 .075 .000 426.40 2318.00 .00)223 30. 30. 30. 0 0 0 .00 4021.14 10078.66 1SAPR92 15:19 :31 PAGE 11 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q WLOB WCH QROB ALOB ACM AROB VOL TWA R-BANK ELEV TIME VIOB VCH VRO8 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR 'TRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 110790.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 IM 35E 110790.000 23.07 449.47 .00 .00 449.52 .05 .01 .01 454.50 12000.0 1651.6 6821.9 3526.5 1579.9 3286.9 2599.7 3407.2 1415.7 459.50 3.25 1.05 2.08 1.36 .075 .060 .075 .000 426.40 5162.10 .000408 40. 40. 47. 1 0 0 .00 1304.38 11753.29 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 110910.000 23.12 449.52 .00 .00 449.57 .05 .05 .00 458.50 12000.0 1661.3 6807.9 3530.8 1595.8 3301.4 2618.6 3427.8 1419.3 455.50 3.27 1.04 2.06 1.35 .075 .050 .075 .000 426.40 5162.J1 .000401 120. 120. 120. 1 0 0 .00 1305.24 11753.37 *SECNO 110930.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 23.12 449.52 .00 .00 449.58 .06 .01 .01 456.50 12000.0 787.4 6973.3 4239.3 1917.9 2848.9 4231.1 3431.6 1420.5 453.20 3.27 .41 2.45 1.00 .075 .060 .075 .000 426.40 3300.43 .000362 2J. t0. 20. 0 0 0 .00 3878.48 10487.39 15APR92 15:19 :31 PAGE 12 T1 COPPELL CITY-WIDE STORM WATER MANA,EMENT STUDY T2 EXISTING CONDITIONS WITH ULTIMATE 'WATERSHED 5 - YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- ADDED XSECTN J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL Fp - 10 3 0.00070 -1 442.11 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC I8W CHNIM ITRACE 2 -1 *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 X- SECTION D 99280.000 16.44 444.44 .00 .90 444.48 .04 .34 .00 445.70 22900.0 9093.1 5877.2 7929.7 9092.2 2148.1 10312.0 1889.4 598.9 443.00 1.07 1.00 2.74 .77 .070 .060 .090 .000 428.00 631.10 .000452 750. 830. 750. 2 0 0 .70 8242.51 9473.22 *SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 16.48 444.78 .00 .00 444.81 .03 .33 .00 445.70 22900.0 9787.8 4763.2 8349.0 9400.1 1938.2 10928.0 2271.6 740.7 443.00 1.24 1.34 2.46 .76 .070 .060 .090 .000 428.30 1026.64 .003416 760. 760. 760. 0 0 0 .30 8013.31 9738.61 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .50 EXISTING FEMA /COE CROSS SECTION 103060.000 16.64 446.64 .00 .00 446.80 .16 1.95 .04 449.60 28300.0 1194.4 8276.3 18829.3 1206.4 1587.0 10442.7 3054.4 1037.3 447.50 1.46 .99 5.21 1.80 .070 .060 .090 .000 430.00 1226.24 .002541 1657. 3020. 1775. 3 0 0 .00 6103.03 9917.48 15APR92 15:19:31 PAGE 13 SECNO DEPTH CWSEL CRIwS .SELK EG MV HL OLOSS L -BANK ELEV Q J108 JCH 0O8 ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VR08 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL08R ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 104880.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATXO = 1.42 ADDEO XSECTION AT LAKES OF COPPELL 104880.000 28.40 448.40 .00 .00 448.48 .08 1.68 .01 453.50 28300.0 49.6 4306.7 23943.7 74.2 1267.6 11586.6 3310.1 1136.6 452.00 1.57 .57 3.40 2.07 .070 .060 .072 .000 420.00 2278.45 . 001260 1060. 1810. 715. 0 0 0 .00 4710.85 8862.22 *SECNO 105000.000 3265 0191080 FLOW ADDEO XSECTION AT LAKES OF COPPELL 105000.000 28.55 446.55 .00 .00 443.63 .08 .15 .00 453.50 28300.0 61.8 4232.1 24006.0 97.9 1290.8 12025.0 3346.4 1149.3 452.00 1.59 .70 3.28 2.00 .070 .060 .073 .000 420.00 2276.63 . 001163 120. 120. 120. 2 0 0 .00 4569.01 8863.51 * SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105500.000 29.21 449.21 .00 .00 449.26 .05 .53 .00 453.50 28300.0 136.9 4333.3 23829.8 157.3 1400.5 15841.6 3554.6 1214.9 452.00 1.68 .37 3.09 1.50 .070 .060 .090 .000 420.00 2268.30 .000995 305. 500. 600. 2 0 0 .00 5103.72 8658.08 * SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3300.0 TYPE= 1 TARGET* 8299.999 106080.000 29.57 449.57 .00 .00 449.61 .04 .35 .00 453.50 20000.0 179.0 4184.8 15636.2 200.9 1464.2 14332.7 3692.9 1254.4 452.00 1.75 .89 2.86 1.09 .070 .060 .090 .000 420.00 2263.64 .000830 355. 580. 340. 2 0 0 .00 4769.58 6300.00 15APR92 15:19:31 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK cG HV HL OLOSS L -BANK ELEV Q GLOB QCH OROB AL36 ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCM vROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO8L XLCM XLOBR ITRIAL IOC ICONT CORAR TOPWID ENOST + SECNO 110580.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110580.00 EXTENDED 1.64 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.46 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 26.58 450.68 .00 .00 450.69 .01 1.08 .J0 449.50 20000.0 6825.7 4589.9 8534.3 12407.8 3313.8 11428.3 5457.2 1712.5 448.00 3.06 .55 1.39 .75 .070 .060 .070 .030 424.00 4600.00 .000137 1700. 4500. 4300. 4 0 0 .00 7111.41 11930.00 * SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENOED 1.40 FEET 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 457.7U MAX ELLC= 455.50 110720.000 24.30 450.70 .00 .00 450.73 .02 .03 .01 459.00 20000.0 8971.8 6720.2 4308.0 11628.4 3705.3 4255.7 5532.4 1734.0 457.70 3.09 .77 1.81 1.01 .075 .060 .075 .000 425.40 2318.00 .003270 14J. 140. 140. 2 0 0 .00 6239.05 10080.00 *SECNO 110750.000 3265 DIVIDED FLOW 3260 CROSS SECTION 110750.00 EXTENDED 1.41 FEET 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 24.31 450.71 .00 .30 450.73 .02 .01 .00 459.00 20000.0 8979.8 6713.2 4307.0 11655.2 3707.6 4264.6 5545.9 1738.3 457.70 3.10 .77 1.31 1.01 .075 .060 .075 .000 426.40 2318.30 .000269 30. 30. 30. 0 0 0 .00 6242.89 10080.00 15APR92 15:19 :31 PAGE 15 SECNO OEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-HANK ELEV G GLOB GCH OROB 4LOB ACM AROB VOL TWA R - BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TCPWID ENOST * SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .64 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 IH 35E 110790.000 24.29 450.69 .00 .00 450.78 .09 .02 .v3 453.50 20000.0 3217.2 10700.8 6031.9 209o.3 3754.0 3216.6 5559.0 1741.8 458.50 3.10 1.53 2.35 1.89 .075 .060 .075 .030 426.40 5159.12 .000655 40. 40. 40. 2 0 0 .00 1331.91 11755.98 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 453.50 MAX ELLC= 455.40 110910.000 24.37 450.77 .00 .00 450.86 .09 .08 .00 453.50 20000.0 3244.2 10662.1 6093.8 2130.9 3784.9 3257.7 5584.2 1745.4 458.50 3.12 1.52 2.92 1.97 .075 .060 .075 .000 426.40 5159.92 .000633 120. 120. 120. 2 0 0 .00 1333.73 11756.16 *SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 ExTENDED 1.22 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 24.42 450.82 .00 .00 450.88 .06 .01 .01 456.50 20000.0 3658.9 8759.4 7581.7 5845.2 3140.0 6996.0 5589.9 1747.3 458.20 3.12 .53 2.79 1.08 .075 .060 .075 .000 426.40 2451.00 .000419 20. 20. 20. 2 0 0 .00 6613.87 10767.51 15APR92 15:19:31 PAGE 15 T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 EXISTING CONDITIONS WITH ULTIMATE WATERSHED 10 -YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- ADDED XSECTN J1 ICHECK IND NINV IDIR STRT METRIC HVINS 0 WSEL FO -10 4 0.00000 -1 443.16 J2 NPROF %PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 -1 *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 X- SECTION D 99280.000 17.30 445.30 .00 .J0 445.34 .03 .31 .00 445.70 31100.0 13051.7 6256.5 11791.8 11954.9 2300.4 14524.4 2473.1 668.7 443.00 1.05 1.39 2.72 .81 .070 .060 .090 .000 423.00 613.93 .000416 750. 630. 750. 2 0 0 .)0 8533.31 9474.20 * SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 17.32 445.62 .00 .00 445.65 .03 .31 .00 445.70 31100.0 13600.2 5219.3 12280.5 11890.6 2086.2 15032.0 2977.2 814.4 443.00 1.22 1.14 2.50 .82 .070 .060 .090 .000 428.30 1023.08 .000400 760. 760. 760. 1 0 0 .30 8171.28 9739.56 * SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 EXISTING FEMA /COE CROSS SECTION 103060.000 17.28 447.28 .00 .30 447.41 .13 1.73 .03 449.60 36200.0 2845.3 8599.4 24755.3 22)4.3 1706.0 13655.0 3992.2 1140.0 447.50 1.44 1.29 5.04 1.31 .070 .060 .090 .000 430.00 1182.38 .002251 1850. 3J2J. 1775. 2 0 0 .30 7352.68 10004.58 15APR92 15:19:31 PAGE 17 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L - SANK ELEV Q QLOE NCH 008 ALOE AGM ARO8 VOL TWA R-8ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENOST *SECNO 104880.000 3265 DIVIDED FLOW ADDEO XSECTION AT LAKES OF COPPELL 104880.000 28.99 443.99 .00 .00 449.08 .09 1.57 .00 453.50 36200.0 128.3 5052.2 31019.5 132.7 1362.9 14217.7 4313.1 1252.0 452.00 1.55 .97 3.71 2.18 .070 .060 .075 .000 420.00 2271.10 .001448 1060. 1810. 715. 2 0 0 .00 4910.90 8879.56 * SECNO 105000.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105000.000 29.16 449.16 .00 .00 449.25 .09 .17 .00 453.50 36200.0 149.9 4958.5\ 31091.6 151.9 1392.4 14688.9 4357.1 1265.3 452.00 1.56 .99 3.56 2.12 .070 .060 .075 .000 420.00 2268.59 .001322 120. 120. 120. 2 0 0 .U0 4735.71 8366.58 * SECNO 105500.000 3265 DIVIDED FLOW ADDEO XSECTION AT LAKES OF COPPELL 105500.000 29.88 449.88 .00 .00 449.93 .06 .69 .00 453.50 36200.0 260.6 4930.1 31009.4 240.0 1518.9 19086.2 4607.8 1332.2 452.00 1.65 1.09 3.25 1.62 .070 .060 .090 .000 420.00 2259.75 .001050 305. 500. 600. 2 0 0 .00 5157.75 8668.15 * SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 8300.0 TYPE= 1 TARGET= 8299.999 106080.000 30.25 450.25 .00 .00 450.29 .04 .35 .00 453.50 25700.0 303.0 4562.3 20834.7 306.7 1537.1 17387.6 4773.1 1373.4 452.00 1.72 .99 2.87 1.20 .070 .060 .090 .000 420.00 1420.09 .000805 355. 580. 340. 2 0 0 .00 5105.17 8300.00 15APR92 15:19:31 PAGE 1* SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOb 4CH QROB ALOE ACM AROB VOL TWA R -SANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLObL XLCH XL08R ITRIAL IOC ICONT CORAR TOPWID ENOST *SECNO 110580.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110580.00 EXTENDEO 2.37 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.37 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= -4600.000 110580.000 27.36 451.36 .00 .00 451.38 .01 1.09 .00 449.50 25700.0 9640.4 5200.7 10859.0 15354.1 3528.2 13219.4 6854.2 1847.4 443.00 2.93 .63 1.47 .82 .070 .060 .070 .000 424.00 4600.00 . 000143 1700. 4500. 4300. 3 0 0 .00 7296.16 11930.00 *SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENDED 2.09 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 24.99 451.39 .00 .00 451.41 .03 .03 .01 458.00 25700.0 12494.5 7676.7 5528.8 14643.0 3969.9 5375.9 6944.3 1869.9 457.70 2.96 .35 1.93 1.03 .075 .060 .075 .0)0 425.40 2313.00 . 000282 140. 14U. 140. 2 0 0 .30 6646.64 10080.00 * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 2.09 FEET 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 24.99 451.39 .00 .00 451.42 .03 .31 .00 453.00 25700.0 12502.2 7668.6 5529.2 14671.1 3972.4 5387.4 6960.9 1874.4 457.70 2.97 .35 1.93 1.03 .075 .060 .075 .000 420.40 2318.00 . 000261 30. 3J. 30. 0 0 0 .00 6650.72 10080.00 15APR92 15:19:31 PAGE 19 SECNO DEPTH CWSEL CRIWS WS`LK EG MV HL OLOSS L-BANK ELEV Q GLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENDST *SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .58 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 453.50 MAX ELLC= 455.40 IH 35E 110790.000 24.96 451.36 .00 .00 451.49 .12 .02 .05 458.50 25700.0 4409.0 13355.3 7935.8 2338.2 4013.7 3563.7 6976.5 1878.0 458.50 2.97 1.85 3.33 2.23 .075 .060 .075 .030 426.40 5157.47 .000823 40. 40. 40. 2 0 0 .00 1347.13 11757.48 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 110910.000 25.07 451.47 .00 .00 451.58 .12 .10 .00 459.50 25700.0 4447.5 13299.8 7952.7 2432.7 4053.0 3616.5 7004.1 1881.8 458.50 2.99 1.83 3.28 2.20 .075 .060 .075 .000 426.40 5157.22 .000791 120. 120. 120. 2 0 0 .00 1349.43 11757.70 *SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 EXTENDED 1.90 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.40 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 25.16 451.56 .00 .00 451.61 .05 .01 .02 456.50 25700.0 6382.0 9320.6 9997.5 3812.9 3307.6 9062.5 7011.3 1833.8 458.20 2.99 .72 2.82 1.10 .075 .060 .075 .000 426.40 2451.00 .000402 20. 2J. 20. 2 0 0 .00 7390.66 11009.17 15APR92 15:19 :31 PAGE 20 T1 COPPELL CITY-WIDE STORM WATER MANAGEMENT STUDY T2 EXISTING CONDITIONS WITH ULTIMATE aATERSHED 25 -YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- AODED XSECTN J1 ICHECK IN0 NINV IDIR STRT METRIC HVINS 0 WSEL F0 -10 5 0.00000 -1 444.16 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC I8W CHNIM ITRACE 4 -1 * SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 8600.0 TYPE= 1 TARGET= 9599.999 X-SECTION 0 99280.000 18.01 446.01 .00 .00 446.05 .03 .28 .00 445.70 38800.0 16708.3 6590.8 15500.9 14345.9 2427.9 18066.5 3011.8 724.7 443.00 1.01 1.16 2.71 .86 .070 .060 .090 .000 423.00 599.73 . 000390 750. 630. 750. 2 0 0 .00 8642.52 9477.93 *SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 18.01 446.31 .00 .00 446.34 .03 .29 .00 445.70 38800.0 17091.5 5632.1 16076.4 13957.4 2210.3 18493.0 3618.5 872.2 443.00 1.18 1.22 2.55 .87 .070 .060 .090 .000 428.30 1020.13 . 000386 760. 760. 760. 1 0 0 .00 8260.89 9752.17 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .50 EXISTING FEMA /COE CROSS SECTION 103060.000 17.36 447.86 .00 .00 447.97 .12 1.61 .03 449.60 45100.0 4804.8 9018.2 31277.0 3201.8 1816.0 17135.5 4848.3 1220.7 447.50 1.41 1.50 4.97 1.63 .070 .060 .090 .000 430.00 1152.70 . 002004 1850. 3020. 1775. 2 0 0 .00 8380.79 10105.01 15APR92 15 :19 :31 PAGE 21 SECNO DEPTH CWSEL CRIWS WS =LK EG MV ML OLOSS L-dANK ELEV Q 31.08 NCH QROB ALAI ACH AROB VOL Ilia R-3ANK ELEV TIME VLOB VCH VROB XNL XNCM XNR WTN ELMIN SSTA SLOPE XLOBL XLCH x[OBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 104880.000 3265 DIVIDED FLOW ADDEO XSECTION AT LAKES OF COPPELL 104880.000 29.53 449.53 .00 .00 449.64 .10 1.66 .00 453.50 45100.0 241.2 5806.2 39052.6 196.1 1457.4 16785.2 5236.0 1343.2 452.)0 1.51 1.23 3.98 2.33 .070 .060 .076 .000 420.00 2264.13 .001616 1060. 1310. 715. 2 0 0 .00 5044.50 8895.98 * SECNO 105000.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105000.000 29.73 449.73 .00 .00 449.82 .10 .19 .00 453.50 451)0.0 272.9 5710.7 39116.4 220.3 1491.7 17243.6 5287.6 1356.8 452.00 1.52 1.24 3.83 2.27 .070 .060 .077 .000 420.00 2261.67 .001475 120. 120. 12). 2 0 0 .00 4861.72 8872.26 * SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105500.000 30.51 450.51 .00 .00 450.57 .06 .75 .00 453.50 45100.0 439.1 5572.4 39088.5 394.7 1635.9 22241.8 5579.6 1428.0 452.00 1.61 1.11 3.41 1.76 .070 .060 .090 .0)0 420.00 1399.27 . 001112 305. 500. 600. 2 0 0 .)0 5801.50 8675.09 *SECNO 106080.000 3265 DIVIOED FLOW 3470 ENCROACHMENT STATIONS= .0 3300.0 TYPE= 1 TARGET= 8299.999 106080.000 30.49 450.89 .00 .00 450.93 .04 .36 .00 453.50 31600.0 511.0 4913.8 20175.2 538.6 1708.9 20507.0 5772.7 1474.9 452.00 1.68 .87 2.88 1.28 .070 .060 .090 .000 420.00 1368.85 . 000774 355. 580. 340. 2 0 0 .00 5396.56 8300.00 15APR92 15 :19 :31 PAGE 22 SECNO DEPTH CWSEL CRIwS WSELK EG MV HL OLOSS L-BANK ELEV Q .LOB OCH QROB ALDB ACH AROB VOL TWA k -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH xLOBR ITRIAL IDC ICONT CORAR T0PWIO ENOST *SECNO 110580.000 3280 CROSS SECTION 110580.00 EXTENDED 3.01 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.29 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= -4600.000 110580.000 28.00 452.00 .00 .00 452.02 .01 1.08 .00 449.50 31600.0 12663.7 5777.0 13159.3 18193.7 3725.0 14863.3 8165.7 1978.4 443.00 2.81 .70 1.55 .89 .070 .060 .070 .000 424.00 4600.00 . 000147 1707. 4500. 4300. 3 0 0 .00 7330.00 11930.00 * SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENDED 2.72 FEET 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110720.000 25.02 452.02 .00 .00 452.05 .03 .03 .01 453.00 31600.0 16191.0 8514.3 6894.6 174 °1.5 4217.5 6628.5 8270.3 2001.3 457.70 2.84 .93 2.02 1.04 .075 .060 .075 .000 426.40 2318.00 . 000286 140. 140. 140. 2 0 0 .00 6897.96 10080.00 * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 2.73 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 25.63 452.03 .00 .00 452.06 .03 .31 .00 458.00 31600.0 16198.3 8505.8 o895.9 17510.5 4220.0 6641.6 8289.8 2006.0 457.70 2.85 .93 2.02 1.04 .075 .060 .075 .0)0 426.40 2318.00 . 000285 30. 30. 30. 0 0 0 .00 6896.92 10080.30 1SAPR92 15:19:31 PAGE 23 SECNO DEPTH CWSEL GRINS WS_LK EG HV HL OLOSS L - BANK ELEV Q GLOB OCH QROB ALOB ACM AROB VOL TWA R-8ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPNIO ENDST *SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .54 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 459.50 MAX ELLC= 455.40 IH 35E 110790.000 25.59 451.99 .00 .00 452.14 .16 .02 .06 458.50 31600.0 5699.3 16021.1 9879.6 2663.1 4255.6 3889.6 8307.8 2009.8 456.50 2.85 2.14 3.76 2.54 .075 .060 .075 .000 426.40 5155.94 .000982 40. 40. 40. 2 0 0 .00 1361.24 11758.86 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 110910.000 25.71 452.11 .J0 .00 452.26 .15 .12 .00 451.50 31600.0 5750.1 15948.0 9901.9 2717.2 4302.9 3953.7 8337.8 2013.6 453.50 2.86 2.12 3.71 2.50 .075 .060 .075 .000 426.40 5155.64 .000939 120. 12J. 120. 2 0 0 .00 1364.00 11759.13 *SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 EXTENDED 2.65 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.58 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 25.35 452.25 .00 .00 452.30 .05 .J1 .03 456.50 31600.0 9453.3 9676.8 12470.0 11762.6 3454.2 11204.2 8346.4 2015.6 458.20 2.86 .90 2.79 1.11 .075 .060 .075 .000 426.40 2451.00 .000374 20. 20. 20. 2 0 0 .00 7713.72 11204.00 15APR92 15:19 :31 PAGE 24 T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUOY T2 EXISTING CONDITIONS WITH ULTIMATE WATERSHED 50-YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- ADDED XSECTN J1 ICHECK IN NINV IDIR STRT METRIC HVINS Q WSEL FQ -10 O 0.00000 -1 444.94 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC I8W CHNIM ITRACE 5 -1 * SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 X-SECTION D 99280.000 18.62 446.62 .00 .00 446.66 .03 .27 .00 445.70 46600.0 20342.5 6998.4 19259.1 16480.5 2537.5 21196.8 3477.6 755.1 443.00 .97 1.23 2.76 .91 .070 .060 .090 .000 428.00 587.56 .003379 750. 030. 750. 2 0 0 .00 8930.65 9600.10 *SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 18.61 446.91 .00 .00 446.94 .03 .29 .00 445.70 46600.0 20565.1 6061.3 19973.6 15757.8 2318.3 21632.3 4174.9 907.7 443.00 1.13 1.30 2.61 .92 .070 .060 .090 .000 428.30 1017.55 .000381 760. 760. 760. 1 0 0 .00 8559.10 9776.18 * SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .51 EXISTING FEMA /COE CROSS SECTION 103060.030 18.36 443.36 .00 .00 448.46 .10 1.49 .02 449.60 52600.0 6668.0 9180.4 36751.7 4139.8 1911.6 20346.2 5599.5 1268.6 447.50 1.37 1.61 4.80 1.81 .070 .060 .090 .000 430.00 1148.74 .001832 1850. 3020. 1775. 2 0 0 .30 8683.84 10156.81 15APR92 15:19:31 PAGE 25 SECNO DEPTH CWSEL CRIWS WSELK EG MV ML OLOSS L-8ANK ELEV Q QLOB JCH QROB ALOB ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR .TN ELMIN SSTA SLOPE XLOBL ALCM xLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 104880.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 104880.000 29.95 449.95 .00 .00 450.07 .11 1.50 .J0 453.50 52630.0 354.0 6393.9 45852.1 249.8 1532.2 18784.8 6045.6 1395.1 452.00 1.46 1.42 4.17 2.44 .070 .060 .078 .000 420.00 2258.81 . 001728 1060. 1810. 715. 2 0 0 .J0 5145.62 8909.51 *SECNO 105000.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105000.000 30.16 453.16 .00 .00 450.26 .11 .20 .00 453.50 52630.0 390.8 6292.9 4)910.3 236.0 1571.5 19342.8 6103.1 1409.8 452.00 1.47 1.39 4.00 2.37 .070 .060 .078 .000 420.00 1420.81 . 001570 120. 120. 120. 0 0 0 .U0 5576.00 8376.65 *SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105500.000 30.98 450.98 .00 .00 451.05 .07 .78 .00 453.50 52600.0 678.0 6077.8 45844.2 647.1 1726.8 24776.1 6429.2 1488.8 452.00 1.55 1.05 3.52 1.85 .070 .060 .090 .000 420.30 1361.51 . 001153 305. 500. 000. 2 0 0 .00 6389.80 8679.31 * SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 8300.0 TYPE= 1 TARGET= 8299.999 106080.000 31.37 451.37 .00 .00 451.41 .04 .36 .00 453.50 37000.0 809.4 5256.1 30934.6 926.5 1803.7 22989.5 6645.5 1539.3 452.00 1.62 .87 2.91 1.35 .070 .060 .090 .000 423.00 1330.47 . 000772 355. 580. 340. 2 0 0 .30 6185.70 8300.00 15APR92 15:19:31 PAGE 26 SECNO DEPTH CWSEL CRIWS WSELK EG HV ML OLOSS L -SANK ELEV Q QLOB OCH QROB ALD8 ACM AROB VOL TWA R -3ANK ELEV TIME VLOB VCH VR08 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL ALCM )LOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 110580.000 3280 CROSS SECTION 110580.00 EXTENDED 3.51 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.25 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 28.50 452.50 .00 .30 452.52 .02 1.10 .00 449.50 37000.0 15452.5 6301.1 15246.4 20398.0 3879.2 16152.0 9287.1 2052.2 448.00 2.68 .76 1.62 .94 .070 .060 .070 .000 424.00 4600.00 .003153 1700. 4500. 4300. 3 0 0 .00 7330.00 11930.90 * SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENOEO 3.22 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110720.000 26.12 452.52 .00 .00 452.55 .03 .03 .01 458.00 37000.0 19548.7 9250.1 8201.2 19728.2 4412.3 7650.9 9403.1 2075.2 457.70 2.71 .99 2.10 1.07 .075 .060 .075 .000 426.40 2318.00 .000292 140. 140. 140. 2 0 0 .J0 6972.50 10080.00 * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 3.23 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 26.13 452.53 .00 .00 452.56 .03 .01 .00 453.00 37000.0 19555.8 9241.2 8203.0 19758.5 4414.9 7664.7 9425.1 2030.0 457.70 2.72 .99 2.09 1.07 .075 .060 .075 .000 425.40 2318.00 .000291 30. 30. 30. 0 0 0 .00 6973.51 10080.00 15APR92 15:19:31 PAGE 27 SECNO DEPTH CWSEL CRIWS wSELK EG HV HL OLOSS L - BANK ELEV Q GLOB OCH OROB AL3B ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCM VROB XNL XNCM XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENOST *SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .51 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRO= 453.50 MAX ELLC= 455.40 IH 35E 110790.000 26.07 452.47 .00 .00 452.66 .19 .02 .08 458.50 37000.0 6903.7 14427.3 11669.0 2830.3 4444.9 4146.5 9444.9 2033.9 453.50 2.72 2.40 4.15 2.81 .075 .060 .075 .000 426.40 5154.74 . 001130 40. 40. 40. 2 0 0 .00 1372.25 11759.94 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRJ= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 110910.000 26.21 452.61 .00 .00 452.79 .18 .13 .00 458.50 370u0.0 6967.0 18336.2 11696.8 2943.7 4499.9 4221.4 9476.8 2087.6 458.50 2.73 2.37 4.07 2.77 .075 .060 .075 .000 426.40 5154.40 . 001076 120. 120. 120. 2 0 0 .00 1375.44 11760.25 *SECNO 110930.000 3265 DIVIDtO FLOW 3280 CROSS SECTION 11073J.j0 EXTENDED 3.2) FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.73 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRO= 456.50 MAX ELLC= 455.70 110930.000 26.40 452.80 .00 .00 452.85 .04 .01 .04 456.50 37000.0 12256.7 10007.4 14735.9 14138.2 3588.4 12970.2 9486.5 2089.8 458.20 2.74 .87 2.79 1.14 .075 .060 .075 .000 426.40 2451.00 . 000358 20. 20. 20. 2 0 0 .00 7815.39 11204.00 1SAPR92 15:19:31 PAGE 29 T1 COPPELL CITY-WLDE STORM WATER MANAGEMENT STUDY T2 cXISTING CONDITIONS WITH ULTIMATE .ATERSMED 100 DISCHARGE T3 ELM FORK OF THt TRINITY RIVER -- ADDED XSECTN J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 3 WSEL FQ -10 7 0.00000 -1 445.70 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC I8W CHNIM ITRACE 6 -1 *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 X-SECTION 0 99280.000 19.23 447.23 .00 .00 447.27 .03 .26 .00 445.70 55000.0 24213.3 7400.6 23386.1 18539.8 2647.4 24442.7 3970.9 793.8 443.00 .93 1.30 2.430 .96 .070 .060 .090 .000 428.00 575.34 .007368 750. 330. 750. 2 0 0 .70 8965.21 9600.30 *SECNO 100040.000 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 19.22 447.52 .00 .70 447.55 .03 .28 .00 445.70 55000.0 24247.6 6477.5 24274.9 17614.4 2428.4 24978.0 4762.1 939.6 443.00 1.08 1.38 2.67 .97 .070 .060 .090 .000 428.30 1014.93 .000373 76). 760. 760. 2 0 0 .00 8885.07 9900.00 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .53 EXISTING FEMA /COE CROSS SECTION 103060.000 18.87 446.87 .00 .00 448.96 .09 1.40 .02 449.60 61100.0 8826.6 9385.8 42887.6 5156.3 2011.4 23731.2 6392.0 1311.7 447.50 1.33 1.71 4.67 1.81 .070 .060 .090 .000 430.00 1139.08 .001644 1350. 3020. 1775. 2 0 0 .00 8903.73 10192.19 *SECNO 104880.000 15APR92 15:19:31 PAGE 29 SECNO DEPTH CWSEL CRIWS wSELK EG HV HL OLOSS L-BANK ELEV Q OLDS OCH OR08 AL08 ACH AR08 VOL TWA R -BANK ELEV TIME VLOB VCn VR06 XNL XNCH XNR WTN ELMIN SSTA SLOPE xLOBL XLCH xLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 104880.000 30.39 453.39 .00 .00 450.51 .12 1.54 .01 453.50 61100.0 508.8 7012.6 53578.6 348.8 1612.8 21045.1 6901.8 1447.4 452.30 1.42 1.46 4.35 2.55 .070 .060 .079 .000 420.00 1409.36 . 001826 1060. 1810. 715. 2 0 0 .30 5886.50 8910.97 *SECNO 105000.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105000.000 30.61 450.61 .00 .00 450.72 .11 .21 .00 453.50 61100.0 579.6 6921.8 53598.6 432.1 1652.4 21635.3 6966.1 1453.9 452.00 1.43 1.34 4.19 2.48 .070 .060 .079 .000 420.00 1392.34 . 001673 120. 120. 120. 0 0 0 .00 6114.80 8380.96 *SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105500.000 31.47 451.47 .00 .00 451.54 .07 .32 .00 453.50 61100.0 1100.2 6606.8 53393.0 1005.0 1823.7 27493.8 7329.5 1546.9 452.00 1.51 1.09 3.62 1.94 .070 .060 .090 .070 420.00 1322.51 . 001186 305. 500. 600. 2 0 0 .30 6512.74 8684.69 *SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 8300.0 TYPE= 1 TARGET= 8299.999 106080.000 31.86 451.86 .00 .00 451.91 .04 .36 .00 453.50 43000.0 1245.6 5610.9 36143.6 1342.6 1904.3 25572.4 7570.9 1599.1 452.00 1.57 .93 2.95 1.41 .070 .060 .090 .0)0 420.00 1291.34 . 000766 355. 580. 340. 2 0 0 .70 6391.55 8300.00 15APR92 15:19:31 PAGE 3J SECNO DEPTH CWSEL CRIWS WSELK EG MY HL OLOSS L -6ANK ELEV Q 0L08 4CH QROB ALOB ACH AROB VOL TWA R -SANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 110580.000 3280 CROSS SECTION 110580.00 EXTENDEO 4.01 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.20 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 29.01 453.01 .00 .00 453.03 .02 1.12 .00 449.50 43000.0 16594.2 6859.4 17546.4 22649.3 4036.8 17468.2 10470.3 2118.0 443.00 2.57 .32 1.70 1.00 .070 .060 .070 .000 424.00 4500.30 .000159 1700. 4500. 4300. 3 0 0 .J0 7330.00 11930.00 * SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENOEO 3.73 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110720.000 26.63 453.03 .00 .00 453.06 .03 .03 .01 458.00 43030.0 23289.3 10017.5 9693.2 22042.1 4611.9 8714.1 10598.1 2141.1 457.70 2.60 1.06 2.17 1.11 .075 .060 .075 .000 426.40 2318.00 .000297 140. 140. 140. 2 0 0 .00 7048.65 10080.00 *SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 3.74 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 26.64 453.04 .00 .00 453.07 .03 .01 .00 458.00 43000.0 23296.1 10008.6 9695.4 22072.9 4614.5 8728.3 10622.5 2146.0 457.70 2.61 1.06 2.17 1.11 .075 .060 .075 .000 426.40 2313.00 .000296 30. 30. 30. 0 0 0 .00 7049.57 10080.00 15APR92 15:19:31 PAGE 31 SECNO OEPTH CWSEL CRIWS WSELK EG MV HL OLUSS L-SANK ELEV Q uLOb UCH QROB ALOB AGM AROB VOL TWA R-8ANK ELEV TIME VLOB VCH VROB XNL XNCM XNR WTN ELMIN SSTA SLOPE XLOBL xLCH XLOBR ITRIAL IOC ICONT CORAR TOPWIO ENOST *SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .48 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRO= 459.50 MAX ELLC= 455.40 IM 35E 110790.000 26.57 452.97 .00 .J0 453.19 .23 .92 .10 458.50 430,0.0 8274.0 21054.6 13671.4 3133.7 4638.1 4410.2 10644.3 2149.9 453.50 2.61 2.57 4.54 3.10 .075 .060 .075 .000 426.40 5153.53 .001288 40. 40. 40. 2 0 0 .00 1383.45 11761.33 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 110910.000 26.73 453.13 .00 .00 453.34 .22 .15 .00 459.50 43000.0 8351.7 20942.7 13705.6 3177.3 4701.4 4496.9 10678.1 2153.7 458.50 2.62 2.63 4.45 3.05 .075 .060 .075 .000 426.40 5153.13 .001220 120. 120. 120. 2 0 0 .00 1387.11 11761.39 * SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 EXTENDED 3.77 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.89 3370 NORMAL BRIDGE. NRD= i MIN ELTRC= 456.50 MAX ELLC= 455.70 110930.000 26.97 453.37 .00 .00 453.41 .04 .31 .05 456.50 43000.0 15400.3 10348.3 17251.5 16637.7 3715.7 14805.1 10689.0 2155.8 458.20 2.62 .93 2.79 1.17 .075 .060 .075 .000 426.40 2451.30 .000343 20. 20. 20. 2 0 0 .00 7919.63 11204.00 15APR92 15:19:31 PAGE 32 T1 COPPELL CITY -WIDE STORM .ATER MANAGEMENT STUDY T2 EXISTING CONOITIONS WITH ULTIMATE WATERSHED 500-YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- ADDED XSECTN J1 ICHECK INJ NINV IDIR STRT METRIC MYINS 0 WSEL FO -10 8 0.00000 -1 450.51 J2 NPROF IPLOT PRFVS XSECV XSECM FN ALLOC IBW CHNIM ITRACE 15 -1 *SECNO 99280.000 3470 ENCROACHMENT STATIONS= .0 7600.0 TYPE= 1 TARGET= 9599.999 X 0 99280.000 23.18 451.18 .00 .00 451.21 .03 .14 .00 445.70 100000.0 44712.3 8340.5 46947.2 32413.9 3358.6 45708.0 7390.9 823.4 443.00 .91 1.38 2.48 1.03 .070 .060 .090 .000 423.00 500.J0 . 000212 753. 830. 750. 2 0 0 .00 9100.00 9600.00 * SECNO 100040.000 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 23.05 451.35 .00 .00 451.38 .03 .17 .D0 445.70 100000.0 43022.5 7686.3 49291.1 29223.3 3118.4 46772.0 8791.8 950.4 443.00 1.07 1.47 2.46 1.05 .070 .060 .090 .000 428.30 1000.00 . 000228 760. 760. 760. 2 0 0 .30 8900.00 9900.00 * SECNO 103060.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .60 EXISTING FEMA /COt CROSS SECTION 103060.000 22.08 452.08 .00 .00 452.15 .06 .76 .01 449.60 111400.0 23317.8 10144.9 77937.3 12376.5 2652.7 45317.6 11751.5 1360.7 447.50 1.34 1.88 3.82 1.72 .070 .060 .090 .000 430.00 1020.69 .003782 1850. 3020. 1775. 2 0 0 .00 9270.24 10290.93 * SECNO 104880.000 3265 DIVIDED FLOW 15APR92 15:19:31 PAGE 33 SECNO DEPTH CWSEL CRIWS WSELK EG MV HL OLOSS L-BANK ELEV 0 GLOB ,CH OROB ALOE ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCM VPOB XNL XNCH XNR WTN ELMIN SSTA SLOPE XL08L XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWIO ENOST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .70 ADDED XSECTION AT LAKES OF COPPELL 104880.000 32.97 452.97 .00 .00 453.09 .13 .93 .32 453.50 111400.0 3991.1 9o29.6 97779.3 2522.7 2138.6 36102.4 12700.5 1517.9 452.00 1.43 1.58 4.50 2.71 .070 .060 .083 .003 420.00 1202.70 . 001617 1060. 1010. 715. 2 0 0 .00 754d.09 8977.81 * SECNO 105000.000 3265 DIVIDED FLOW ADDED XSECTION AT LAKES OF COPPELL 105000.000 33.16 455.16 .00 .00 453.28 .12 .19 .00 453.50 111400.0 4375.6 9603.9 97420.5 2753.3 2130.7 36709.8 12814.1 1538.8 452.00 1.44 1.58 4.40 2.65 .070 .060 .083 .000 420.00 1187.16 . 001520 123. 120. 120. 2 0 0 .00 7614.00 9003.14 *SECNO 105500.000 ADDED XSECTION AT LAKES OF COPPELL 105500.000 33.96 453.96 .OU .00 454.05 .09 .76 .J0 453.50 111430.0 6048.6 9446.7 95934.7 3856.2 2355.4 42386.1 13408.0 1637.4 452.00 1.51 1.56 4.01 2.26 .070 .060 .090 .0u0 420.00 1148.76 .001154 305. 500. 600. 2 0 0 .30 8113.53 9262.29 * SECNO 106080.007 3470 ENCROACHMENT STATIONS= .0 9300.0 TYPE= 1 TARGET= 8299.999 106080.000 34.33 454.33 .00 .00 454.38 .05 .33 .J0 453.50 77400.0 5568.0 7600.2 64231.8 4419.2 2437.3 38900.5 13790.9 1698.7 452.00 1.56 1.26 3.12 1.65 .070 .060 .090 .000 420.00 1139.50 .003667 355. 580. 340. 2 0 0 .J0 7160.40 8300.30 *SECNO 110580.000 3280 CROSS SECTION 110580.00 EXTENDED 6.47 FEET 15APR92 15:19 :31 PAGE 34 SECNO DEPTH CWSEL CRIWS wScLK EG HV HL OLOSS L-3ANK ELEV Q .L08 9CH QROB AL38 ACM AROB VOL TwA R -BANK ELEV TIME VLOB vCH VROB xNL xNCH XNR WIN ELMIN SSTA SLOPE x1OBL XLCH xL08R ITRIAL IOC ICONT CORAR TOPwID ENOST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.93 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 31.47 455.47 .00 .00 455.50 .03 1.12 .00 449.50 77400.0 37221.2 9700.1 30478.8 33546.6 4799.3 23839.4 13002.2 2238.5 448.00 2.34 1.11 2.02 1.28 .070 .060 .070 .000 424.00 4600.00 .003178 1700. 4500. 4300. 3 0 0 .00 7330.00 11930.00 *SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.30 ExTENDEO 6.2J FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110720.000 29.10 455.50 .30 .00 455.54 .03 .03 .00 458.00 77400.0 48094.7 9224.5 20092.7 33521.5 5527.0 14134.7 18187.6 2262.2 457.70 2.37 1.43 1.67 1.42 .075 .060 .075 .030 426.40 2318.30 .000350 14D. 140. 140. 2 0 0 -61.06 7417.53 10080.00 *SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 6.21 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110750.000 29.11 455.51 .00 .00 455.55 .03 .01 .00 453.00 77400.0 4d103.9 9231.3 20057.7 33558.9 5527.0 14152.7 18224.3 2267.3 457.70 2.37 1.43 1.67 1.42 .075 .060 .075 .000 426.40 2313.00 .003349 30. 30. 30. 0 0 0 -64.20 7418.69 10080.00 *SECNO 110790.000 15APR92 15:19:31 PAGE 35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QL08 QCH QROB ALOE ACM AROB VOL TWA R-BANK ELEV TIME VLOB VCn VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH xLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 IM 35E 110790.000 28.94 455.34 .00 .00 455.78 .44 .93 .20 453.50 77400.0 16675.4 35342.8 25331.7 4219.7 5575.7 5717.3 18255.9 2271.3 459.50 2.37 3.95 0.34 4.44 .075 .060 .075 .000 420.40 5142.77 .002022 40. 40. 40. 4 0 0 .00 1461.60 11766.31 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= :53.50 MAX ELLC= 455.40 110910.000 29.31 455.71 .00 .00 456.08 .37 .28 .02 453.50 77400.0 20475.2 26079.1 30845.7 4402.4 5599.7 5926.9 18299.2 2275.4 453.50 2.38 4.65 4.66 5.20 .075 .060 .075 .000 426.40 5139.96 .002680 120. 120. 120. 2 0 0 - 121.58 1473.55 11767.12 * SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 EXTENDED 6.55 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.91 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 29.76 450.16 .00 .00 456.19 .03 .J1 .10 456.50 77400.0 36163.4 7423.4 33813.3 29376.3 4051.1 24277.4 18316.1 2277.7 453.20 2.39 1.23 1.83 1.39 .075 .060 .075 .030 426.40 2451.00 .000316 20. 20. 20. 2 0 0 - 296.53 8437.20 11204.00 15APR92 15:19 :31 PAGE 36 THIS RUN EXECUTED 15APR92 15:19 :55 MEC -2 WATER SURFACE PROFILES Version 4.6.0: February 1991 NOTE- ASTERISK ( *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK OF THE TRINITY SUMMARY PRINTOUT SECNO 0 CWSEL DIFWSP DIFWSX GRINS ELTRO ELMIN MV ML SSTA ENOST 99280.000 12600.00 443.00 .00 .41 .00 .00 426.00 .05 .39 660.05 9471.57 99230.000 22900.00 444.44 1.45 .35 .00 .00 423.00 .04 .34 631.10 9473.22 99280.000 31100.00 445.30 .86 .31 .00 .00 428.00 .03 .31 613.93 9474.20 99260.000 38300.00 446.01 .71 .28 .00 .00 428.00 .03 .28 599.73 9477.93 99280.000 46600.00 446.62 .61 .27 .00 .00 424.00 .03 .27 587.56 9600.00 99260.000 55000.00 447.23 .61 .26 .00 .00 428.00 .03 .26 575.34 9600.00 99280.000 100000.00 451.18 3.95 .14 .00 .00 428.00 .03 .14 500.00 9600.00 100040.000 12600.00 443.37 .00 .37 .00 .00 429.30 .03 .35 1069.32 9737.00 100040.000 22900.00 444.78 1.42 .34 .00 .00 426.30 .33 .33 1026.64 9738.51 100040.000 31100.00 445.6[ .84 .32 .00 .00 428.30 .03 .31 1023.08 9739.56 100040.000 38300.00 446.31 .69 .30 .00 .00 423.30 .03 .29 1020.13 9752.17 100040.000 46600.00 446.91 .60 .29 .00 .00 423.30 .03 .29 1317.55 9776.18 100040.000 55000.00 447.52 .60 .28 .00 .00 423.30 .33 .28 1014.93 9900.00 100040.000 100000.00 451.35 3.83 .17 .00 .00 428.30 .03 .17 1000.00 9900.00 * 103060.000 17200.00 445.54 .00 2.17 .00 .00 430.00 .20 2.28 1465.88 9467.07 * 103060.000 28300.00 446.64 1.10 1.86 .00 .00 430.00 .16 1.95 1226.24 9917.48 * 103050.000 36200.00 447.28 .63 1.66 .00 .00 430.00 .13 1.73 1182.38 10004.68 * 103060.000 45100.00 447.86 .58 1.55 .00 .00 430.00 .12 1.61 1152.70 10105.01 * 103060.000 52600.00 448.36 .50 1.44 .00 .00 430.00 .10 1.49 1143.74 10156.81 * 103050.000 61103.00 448.87 .51 1.35 .00 .00 430.30 .09 1.40 1139.08 10192.19 * 103050.000 111400.00 452.08 3.21 .73 .00 .00 430.00 .)6 .76 1020.69 10290.93 * 104830.000 17200.00 447.23 .00 1.69 .00 .00 420.00 .38 1.56 2674.79 8346.15 * 104880.000 28300.00 448.40 1.17 1.76 .00 .00 420.00 .08 1.68 2278.45 8362.22 104880.000 36200.00 448.99 .59 1.71 .00 .00 420.00 .09 1.67 2271.10 8979.56 104880.000 45100.00 449.53 .55 1.68 .00 .00 420.00 .10 1.56 2264.13 8895.98 104880.000 52600.00 449.95 .42 1.59 .00 .00 420.00 .11 1.50 2258.81 8903.51 104880.000 61100.00 450.39 .44 1.52 .00 .00 420.00 .12 1.54 1409.06 8910.97 * 104880.000 111400.00 452.97 2.58 .88 .00 .00 420.00 .13 .93 1202.70 8977.81 15APR92 15:19 :31 PAGE 37 SECNO 0 CWSEL DIFwSP DIFwSX CRIWS ELTRD ELMIN MV HL SSTA ENDST 105000.000 17200.00 447.35 .00 .12 .00 .00 420.00 .07 .11 2o73.94 8850.11 105000.000 28300.00 448.55 1.20 .15 .00 .00 420.00 .08 .15 2276.63 8860.51 105000.000 36200.00 449.16 .61 .17 .00 .00 420.00 .J9 .17 2268.89 8966.5E 105000.000 45100.00 449.73 .57 .19 .00 .00 420.00 .10 .19 2261.67 8872.26 105000.000 52600.00 450.16 .43 .21 .00 .00 420.00 .11 .20 1426.81 8876.65 105000.000 61100.00 450.61 .45 .22 .00 .00 420.00 .11 .21 1392.34 8880.96 105000.000 111400.00 453.16 2.55 .19 .00 .00 420.00 .12 .19 1187.16 9008.14 105500.000 17200.00 447.90 .00 .55 .00 .00 420.00 .05 .52 2284.96 8639.31 105500.000 28300.00 449.21 1.31 .65 .00 .00 420.00 .05 .53 2268.30 8559.08 105500.000 36200.00 449.88 .67 .72 .00 .00 420.00 .36 .69 2259.75 8666.15 105500.000 45103.00 450.51 .63 .78 .00 .00 420.00 .96 .75 1399.27 8675.09 105500.000 52600.00 450.98 .47 .82 .00 .00 420.00 .07 .78 1361.51 8679.31 105500.000 61100.00 451.47 .49 .86 .00 .00 420.00 .07 .32 1322.51 8684.69 105500.000 111400.00 453.96 2.49 .80 .00 .00 420.00 .09 .76 1148.76 9262.29 * 106080.000 12000.00 449.28 .00 .38 .00 .00 420.00 .05 .38 2280.07 8300.30 106080.000 20000.00 449.57 1.29 .37 .00 .00 420.00 .04 .35 2263.64 8300.00 106080.000 25700.00 450.25 .68 .37 .00 .00 420.00 .04 .35 1420.09 8300.00 106080.000 31600.00 450.89 .64 .38 .00 .00 420.00 .34 .36 1368.35 8300.00 106060.000 37000.00 451.37 .48 .39 .00 .00 420.00 .04 .36 1330.47 8300.00 106080.000 43000.00 451.66 .49 .39 .00 .00 420.00 .04 .36 1291.04 8300.30 106080.000 77400.00 454.33 2.47 .37 .00 .00 420.00 .05 .33 1139.50 8300.00 * 110580.000 12003.00 449.45 .00 1.17 .00 .00 424.00 .01 1.12 5246.11 11930.00 * 110530.000 20003.00 450.68 1.23 1.11 .00 .00 424.00 .01 1.08 4600.00 11930.00 * 110580.000 25700.00 451.36 .68 1.12 .00 .00 424.00 .01 1.09 4600.00 11930.00 * 110580.000 31603.00 452.00 .64 1.11 .00 .00 424.30 .01 1.08 4500.00 11930.00 * 110580.000 37000.00 452.50 .50 1.13 .00 .00 424.00 .02 1.10 4600.00 11930.00 * 110580.000 43000.00 453.01 .51 1.15 .00 .00 424.00 .02 1.12 4500.00 11930.00 * 110580.000 77400.00 455.47 2.46 1.14 .00 .00 424.00 .33 1.12 4600.00 11930.00 110720.000 12000.00 449.47 .00 .02 .00 457.70 426.40 .02 .32 2318.00 10073.65 110720.000 20000.00 450.70 1.23 .02 .00 457.70 425.40 .02 .03 2318.00 10080.00 110720.000 25700.00 451.39 .68 .02 .00 457.70 426.40 .03 .03 2318.30 10080.00 110720.000 31600.00 452.02 .64 .02 .00 457.70 426.40 .03 .03 2318.00 10080.00 110720.000 37000.00 452.52 .50 .02 .00 457.70 425.40 .03 .03 2318.00 10080.00 110720.000 43000.00 453.u3 .51 .02 .00 457.70 426.40 .03 .u3 2318.00 10080.00 110720.000 77400.00 455.50 2.47 .03 .00 457.70 425.40 .03 .03 2313.00 10080.00 110750.000 12003.00 449.48 .00 .01 .00 457.70 426.40 .32 .01 2313.30 10078.56 110750.000 20000.00 450.71 1.23 .01 .00 457.70 425.40 .32 .01 2313.00 10080.00 110750.000 25700.00 451.39 .68 .01 .00 457.70 426.40 .03 .01 2318.00 10080.00 110750.000 31600.00 452.03 .64 .01 .00 457.70 425.40 .03 .01 2318.00 10080.00 110750.000 37000.00 452.53 .50 .01 .00 457.70 425.40 .33 .J1 2318.00 10080.00 110750.000 43000.00 453.04 .51 .01 .00 457.70 426.40 .03 .01 2318.00 10080.00 110750.000 77400.00 455.51 2.47 .01 .00 457.70 426.40 .03 .01 2318.00 10080.30 15APR92 15:19:31 PAGE 35 • SECNO J CNSEL DIFwSP DIFNSX GRINS ELTRO ELMIN HV HL SSTA ENDST 110790.000 12000.00 449.47 .00 .00 .00 458.50 426.40 .05 .01 5162.10 11753.29 * 110790.000 20003.00 450.69 1.22 -.02 .00 458.50 426.40 .09 .02 5159.12 11755.98 * 113790.000 25703.30 451.36 .67 -.03 .00 458.50 426.40 .12 .)2 5157.47 11757.48 * 110790.000 31600.00 451.99 .62 -.04 .00 458.50 426.40 .16 .32 5155.94 11753.36 * 110790.000 37000.00 452.47 .49 -.06 .00 458.50 426.40 .19 .02 5154.74 11759.94 * 110790.000 43000.00 452.97 .49 -.08 .00 458.50 426.40 .23 .02 5153.53 11761.03 * 110790.000 77400.00 455.34 2.37 -.17 .00 458.50 425.40 .44 .J3 5142.77 11766.31 110910.000 12000.00 449.52 .00 .05 .00 458.50 426.40 .05 .05 5162.01 11753.37 110910.000 20000.00 450.77 1.25 .08 .00 458.50 426.40 .J9 .08 5159.92 11756.16 110910.000 25700.00 451.47 .69 .10 .00 458.50 426.40 .12 .10 5157.22 11757.70 110910.000 31600.00 452.11 .64 .12 .00 458.50 426.40 .15 .12 5155.64 11759.13 110910.000 37000.00 452.61 .50 .14 .00 458.50 426.40 .18 .13 5154.40 11760.25 110910.000 43000.00 453.13 .51 .16 .00 458.50 426.40 .22 .15 5153.13 11761.39 110910.000 77403.00 455.71 2.58 .37 .00 458.50 426.40 .37 .28 5139.96 11767.12 110930.000 12000.00 449.52 .00 .00 .00 456.50 426.40 .36 .01 3300.43 10487.39 110930.000 20003.00 450.82 1.29 .05 .00 456.50 426.40 .06 .01 2451.00 10767.51 * 110930.000 25700.00 451.5o .74 .10 .00 456.50 426.40 .05 .01 2.51.00 11009.17 * 110930.000 31600.00 452.25 .69 .15 .00 456.50 426.40 .05 .01 2451.00 11204.00 * 110930.000 37000.00 452.30 .55 .19 .00 456.50 425.40 .04 .01 2451.00 11204.00 * 110930.000 43000.00 453.37 .56 .24 .00 456.50 428.40 .04 .01 2451.30 11204.00 * 110930.000 77400.00 456.16 2.80 .46 .00 456.50 426.40 .03 .01 2451.00 11204.30 15APR92 15:19 :31 PAGE 39 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 93670.700 PROFILE= 1 CRITICAL DEPTH ASSUMED WARNING SECNO= 93730.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.700 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE wARNING SECNO= 103060.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 104860.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 104880.300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 104380.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 106380.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.300 PROFILt= 3 CONVEYANCE CHANGE_ OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 15APR92 15 :19 :31 PAGE 40 wARNING SECNO= 110790.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.300 PROFILE= 7 CONVEYANCE CHANGE 0,'T.IOE ACCEPTABLE RANGE WARNING SECNO= 1109+0.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.300 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.700 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.300 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I - PROPOSE D Ft ECLAMAT I ON CO IV D I T I Ca4 S ( ULTIMATE "Q" ) * MEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.0: February 1991 * * 609 SECOND STREET. SUITE D * * * DAVIS. CALIFORNIA 95b1.4617 * * RUN DATE 15APR92 TIME 15:30:19 * * (916) 756-1104 * x x xxxxxxx xxxxx xxxxx x x x x x x x X x x x x xxxxxxx xxxx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx 15APR92 15:30:18 PAGE 1 THIS RUN EXECUTED 154PR92 15:30:18 HEC-2 WATER SURFACE PROFILES Version 4.6.0; February 1991 T1 COPPELL CITY -WIDE STORM MATER MANAGEMENT STUDY ELM3.UR3 T2 PROP FILL CONDITIONS WITH ULTIMATE WATERSHED 2 -YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER --FILL ADDED FOR VILLAGES OF COPPELL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEI FQ 2 0.00000 439.88 J2 NPROF IPLOT PRFVS XSECV XSECM FN ALLDC IBM CMNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 50 51 2 40 42 10 11 53 54 0 J5 LPRNT NUMSEC REQUESTED SECTION NUMBERS -10. 13. 99290. 100040. 103060. 104880. 105000. 105500. 106080. 110580. 110720 110750 110790. 110910. 110930. QT 7 14500 22900 30100 38800 46600 55000 100000 NC .07 .1 .06 .1 .3 X1 93670 42 8200 8470. 50 50 50. GR 445 1000 445 1090 446 1180 446 1240 441 153J. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3309. GR 443 3720 446.5 3810 449.5 4200 470.0 4330 470.0 5750. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 8391. GR 437.5 3420 439 3470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 445 10220 NC .3 .5 SANDY LAKE ROAD X1 93730 40. 8490 8830 60 60 6). 8T 2 8490 443.5 439.6 8800 448.5 444.6 GR 45U 1000 447 1420 447 1620 443 2020 442 1480 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220. GR 447 5420 443.5 5820 443.5 6120 445 6330 442 6890 GR 445 7290 443.5 78o0 441 7920 439.5 8010 437.5 8030 GR 431 3050 436.5 9090 441.5 8110 444 8120 443.5 3170 GR 443 8370 443.5 8490 439.6 8490 436 8640 418 3650 15APR92 15:30:18 PAGE 2 GR 420 9670 414.5 8700 444.6 8800 448.5 8800 446 8870 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 X1 93760 30 30 30 X2 1 QT 7 12600 22900 31100 38800 46600 55000 100000 NC .07 .07 .06 X1 93810 49 8200 8450 50 50 5'1 GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.N 2700 440.5 2900 439 3010 438.5 3300 "41 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 3230 420 8260 414.5 8280 437.5 8380 439 8400 GR 439 4450 443.5 8590 444.5 9620 443.5 100)0 442 13140 GR 443 10540 444 10650 444 10800 445 10930 NC .07 .09 .06 .1 .3 X1 9757U 56 5490 5680 2100 1700 3760 x3 10700 470 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 43o 5630 440 5630 440 5920 442 6000 442 6680 GR 440 5750 438 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 7500 442 8000 442 8150 GR 440 9160 440 3175 433.2 8200 433.2 3255 440 4270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 GR 450 12170 X1 98450 49 14035 14215 800 700 830 x3 19600 470 X4 1 441.5 9790 GR 451 9600 444 9630 441.5 11190 439.7 11200 439.7 11830 GR 442 11840 440.5 12500 441.2 12925 442.5 13030 443 13130 GR 443 13700 444.5 13880 444.9 14000 445.7 14035 426.9 140 GR 426 14180 443 14215 442.9 14290 444.5 14390 442.9 15415 GR 443.4 15500 442.1 15600 444.5 15685 443 16640 442.5 16700 GR 442.5 16800 441.4 17000 440.2 17115 439.8 17500 440 17600 GR 441.6 17800 442 18200 443.6 18800 443.5 13900 446.5 19000 GR 446.5 19100 447.5 19185 447.3 19235 428.3 19265 428.5 19305 GR 446 19325 447.5 19800 446 20400 446.9 20900 446.5 21000 GR 448 21100 455 212)0 457.5 21300 459.2 21420 15APR92 15:30:18 PAGE 3 X 0 X1 99280 49 4035 4215 750 750 830 X3 9600 470 X4 1 441.5 890 GR 451 500 444 1030 441.5 1190 439.7 1230 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3030 443 3130 GR 443 3700 444.5 3390 444.9 4000 445.7 4035 428.9 4090 GR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 75)0 440 7600 GR 441.6 7800 442 3200 443.6 8800 443.5 89)0 446.5 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 110)0 GR 448 11100 455 11200 457.5 11300 459.2 11420 X1 100040 49 4035 4215 750 760 750 X3 9900 470 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3090 443 3130 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7030 440.2 7115 439.8 75)0 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 3900 446.5 9270 GR 446.5 9350 447.5 9630 447.3 9650 428.3 9680 428.5 9720 GR 448 9740 447.5 9800 447 10400 446.9 109)0 447 11030 GR 448 11100 455 112)0 457.5 11300 459.2 11420 QT 7 17200 28300 36200 45100 52600 61100 1114)0 EXISTING FEM4 /COE CROSS SECTION X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. Gk 444.8 1830. 444.9 1633. 446.0 1646. 445.7 2153. 445.8 2245. GR 446.o 2479. 447.5 2599. 447.9 2675. 448.0 2746. 445.2 2346. GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449.2 3306. GR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3605. GR 448.4 3656. 443.5 3703. 447.6 3851. 446.6 4531. 444.0 4564. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 458J. 446.4 4962. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. GR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444.0 5891. GR 443.d 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. GR 443.3 6727. 443.5 6325. 443.6 6846. 444.2 7019. 444.2 7402. GR 444.2 7408. 444.8 7923. 445.2 7947. 444.7 7792. 444.3 8019. GR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 8564. GR 447.4 8770. 447.4 8819. 437.9 8848. 438.1 8887. 446.9 8906. GR 447.8 8964. 447.8 9089. 445.0 9182. 446.4 9223. 447.1 9285. GR 447.8 9315. 439.9 9326. 433.2 9367. 439.7 9393. 440.9 9439. GR 444.9 9460. 447.8 9490. 447.4 9548. 447.3 9655. 446.6 9912. GR 447.5 10034. 443.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. GR 457.1 10540. 15APR92 15:30:18 PAGE 4 NH 5 0.07 2o30. 0.06 2850. 0.09 8670. 0.060 8845. .035 NH 9150 ADDED XSECTION (FILL ADDED FOR VILLEGES OF COPPELL) X1 104880 53 2630. 2350. 1060.0 715.0 1810.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2350 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2750 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4630 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 714G GR 445 7210 446.5 7360 446.5 7740 448.5 8250 450 8320 GR 450 9570 449.9 8670 433 8680 420 8720 433 9750 GR 435.5 5790 443.5 8810 446 8840 447 8845 451.0 8851 GR 451.0 8853 452.0 8856 454 8865 456 9150 NH 5 0.07 2633 0.)6 2850 0.09 9670 0.060 9847 .075 NH 9105 ADDEO XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) X1 105000 54 2630. 2850. 120.0 120.0 120.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 8050 450 8120 GR 450 8570 449 8670 433 8680 420 8720 433 3750 GR 435.5 8790 443.5 8810 446 8840 447 8847 451.0 8853 GR 451.0 8855 452.0 3858 454 8867 456.0 9105 ADDED XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) X1 135500 52 2630 2850 305 600 5)0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 9250 443 8340 GR 446 3380 447.5 3440 449 8470 433 8430 420 3520 GR 433 9550 435.5 3590 443.5 8610 448 8640 449.0 8643 GR 452.0 3652 454 9275 QT 7 12000 20000 25700 31630 37000 430)0 774)0 X1 136080 52 2630. 2350. 355.0 340.0 580.0 X3 0 0 0 0 0 8300 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 15APR92 15:30:18 PAGE 5 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4690 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 o070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7350 446.5 7740 448.5 3250 443 8340 GR 446 9380 447.5 9440 449 8470 433 8490 420 8520 GR 433 3550 435.5 9590 443.5 8610 449 3640 448.5 8800 GR 446.5 9050 455 9660 NC 0.070 0.070 0.060 X1 110580 40 9030 9340 1700 4300 4530 X3 0 0 0 4600 GR 449 3800 449.5 3850 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 448 5300 448 5940 449 6300 446.5 7000 GR 447.5 7220 441.5 7260 447 7330 448.5 7560 446.5 7570 GR 446 7750 447.5 8100 446.5 8680 449.5 9030 447 9030 GR 441 9110 443 9150 429 9180 424 9220 437.5 9250 GR 445 9300 448 9340 448.5 9550 447 9800 446.5 10470 GR 444.5 10480 444.5 10630 447.5 10650 447.5 10800 445.5 10870 GR 448.5 11170 448 11490 442 11500 441.5 11930 449 11930 NC 0.075 0.075 0.060 .3 .5 X1 110720 45 7237 7635 140 140 140 BT 2 7237 459 455.5 7635 457.7 455.2 GR 449.3 2318 449.8 2796 447 3171 442.4 3552 445.5 3591 GR 447.5 3600 442.9 3643 449.5 4000 450.2 4304 449 4785 GR 447.7 5114 446.6 5361 446.3 5552 444.5 5624 445.9 5700 GR 449.8 6157 449.9 6642 458 7237 455.5 7237 447.8 7256 GR 446.o 7311 442.3 7337 440.9 7375 435 7385 426.4 7437 GR 433.2 7474 439.2 7487 443.8 7535 446.7 7597 448.9 7635 GR 457.7 7635 451.7 3075 450.9 8531 449.3 9922 450.8 9217 GR 445.6 9804 443.1 9827 442.7 9895 437.8 9915 437.2 9932 GR 433.7 9945 441.7 9955 442.2 10000 444.9 10067 450 10080 X1 110750 30 30 30 X2 1 IH 35E X1 110790 67 9056 9448 40 40 40 87 2 .9050 453.5 455.4 9448 458.5 455.4 GR 457 4000 457 5130 454.4 5150 448.3 5165 446.9 5200 GR 446.7 5225 447.6 5244 447.6 5264 446.4 5278 446.7 5295 GR 454.4 5305 457 5325 458 7180 454.7 7200 445.8 7225 GR 445.4 7250 445.2 73)0 445 7350 444.4 7400 444.8 7410 GR 442.2 7422 441.6 7427 442 7433 444.5 7450 446 7495 GR 454.5 7516 459 7536 458 8600 458.5 9050 455.4 9050 GR 447.8 9069 446.6 9100 445.4 9124 442.3 9150 440.9 9138 GR 435 9198 426.4 9250 433.2 9287 439.2 9300 443.8 9350 GR 446.7 9400 448.9 9448 458.5 9448 457 9930 458 13345 GR 454 10375 447.1 10395 446.1 10425 445.6 10475 444.9 10500 GR 445.6 10525 446.7 10575 447.3 10609 454.5 10619 458 13639 GR 457 11450 448 11490 443.1 11500 442.7 11548 437.8 11568 GR 437.2 11585 438.7 11598 441.7 11608 442.2 11653 444.9 11720 GR 448 11750 457 11770 15APR92 15:30:18 PAGE 6 X1 110910 120 120 120 x2 1 X1 110930 39 7204 7430 20 20 20 8T 2 7204 45o.5 454 7430 458.2 455.7 GR 449.6 2451 451 2850 451.4 3149 448.4 3392 447.9 3608 GR 449.8 4001 450.5 4400 449.9 4702 449.5 4949 448 5541 GR 446.7 5631 447.8 5705• 449.2 6095 449.5 6448 456.5 7204 GR 445.4 7204 442.3 7230 440.9 7268 435 7278 426.4 7330 GR 433.2 7367 439.2 7380 443.8 7430 458.2 7430 458.1 76)5 GR 457.4 7614 450.5 8138 449.4 8695 448.7 8750 449.5 8811 GR 449 9827 450.5 9214 446.2 9730 444.9 9799 442.5 9922 GR 442.3 10061 449.4 10459 451 10807 452.1 112)4 X1 110980 40 9030 9340 50 50 50 GR 449 3250 449.5 3850 448.5 4230 450.5 4520 449.5 4710 GR 451.5 5170 448 5300 448 5940 449 6300 446.5 7000 GR 447.5 7220 441.5 7260 447 7330 448.5 7550 446.5 7570 GR 446 7750 447.5 8100 446.5 8680 449.5 9030 447 9030 GR 441 9110 443 9150 429 9180 424 9220 437.5 9250 GR 445 9300 443 9340 448.5 9550 447 9800 446.5 10470 GR 444.5 10480 444.5 10630 447.5 10650 447.5 10800 445.5 10870 GR 448.5 11170 443 11430 442 11500 441.5 11900 449 11930 NC 0.080 0.085 0.060 .1 .3 X1 113000 45 8530 8700 1250 1800 2020 GR 451 4400 451 4410 446 4480 452 4560 450 4690 GR 451 5000 451 5220 449 5410 444 5470 447 5430 GR 450 5720 448 6000 449 6260 449 6400 447.5 6650 GR 449 6760 445 7340 446.5 7630 445.5 7890 438.5 7900 GR 439 7960 447 7990 447.5 8020 446 3200 450 8300 GR 446 8350 445 3400 446 8530 428.5 8570 421.5 8620 GR 421 3670 449 3700 449.5 8850 447.5 9020 448.5 9600 GR 448 9760 448.5 9800 444.5 9810 444.5 9860 448 4870 GR 448.5 11000 444.5 11030 445 11060 448.5 11080 450.5 11600 MKT RAILROAD x1 113090 39 8380 3700 90 90 90 8T 2 3380 455.5 452.8 8700 456 452.4 GR 451.5 4400 452 4430 452.5 4450 446.5 4460 446 4490 GR 452.5 4510 452 5020 452 5430 446 5440 444 5470 GR 446.5 5480 452 5490 452 6930 451 7430 452.5 7880 GR 438.5 7890 439 7960 453 7990 455.5 3380 452.8 8390 GR 446 3420 445.5 3540 428.5 8570 421.5 8620 421 8670 GR 452.4 3700 456 8700 453 9210 452.5 9790 444.5 9810 GR 444.5 9860 452.5 9870 451.5 10620 452.5 10820 452.5 11020 GR 444.5 11030 444 11060 452.5 11070 452.5 116)0 15APR92 15:30:16 PAGE 7 X1 113110 0 0 0 20 20 20 X2 1 15APR92 15:30:18 PAGE 3 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 4iL08 UCH QR0b ALOB ACH AROB VOL TWA R -SANK ELEV TIME VLOB VCH VR08 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO8L XLCH xLOBR ITRIAL IOC ICONT CORA. TOPWIO ENDST *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 X- SECTION 0 99280.000 15.00 443.00 .00 .00 443.05 .05 .39 .00 445.70 12600.0 3916.8 5102.2 3581.0 4638.0 1897.0 4304.2 1094.0 465.6 443.00 1.06 .34 2.o9 .83 .070 .060 .090 .000 423.00 560.05 . 000497 750. o30. 750. 2 0 0 .00 5765.73 9471.57 * SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9809.9)9 100040.000 15.07 443.37 .00 .00 443.40 .03 .35 .00 445.70 12600.0 4641.6 3956.8 4001.6 5466.0 1693.5 5032.1 1295.0 5b7.2 443.00 1.23 .85 4.34 .80 .070 .060 .090 .000 428.30 1069.82 . 000433 760. 760. 760. 0 0 0 .00 5380.51 9737.00 *SECNO 103060.300 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .54 EXISTING FEMA /COE CROSS SECTION 103060.000 15.54 445.54 .00 .00 445.73 .20 2.28 .05 449.00 17200.0 59.5 7178.0 9962.5 105.2 1391.9 6055.0 1746.1 777.4 447.50 1.43 .57 5.16 1.65 .070 .060 .090 .000 430.00 1465.38 .002737 185J. 3020. 177'. 3 0 0 .00 4070.93 9467.37 * SECNO 104880.000 3265 DIVIDED FLOW 15APR92 15:30:18 PAGE 9 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV O QLOB 3CH QROB ALOB ACM AROB VOL TWA R-BANK ELEV TIME VLOb VCM VRO6 xNL xNCH XNR NTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPwID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.70 ADDED XSECTION (FILL AODEO FOR VILLE;ES OF COPPELL) 104880.000 27.23 447.23 .00 .00 447.31 .08 1.56 .J1 453.50 17200.0 .0 3037.4 14112.6 .0 1037.0 6665.4 1903.3 849.2 452.00 1.55 .J0 2.34 2.12 .000 .060 .067 .000 420.00 2674.79 . 000945 1063. 1310. 715. 2 0 0 .00 4052.69 8845.34 *SECNO 105000.000 3265 DIVIDED FLOW ADDEO XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) 105000.000 27.35 447.35 .00 .00 447.42 .07 .11 .00 453.50 17200.0 .0 3044.2 14155.8 .0 1104.4 7097.0 1925.3 860.4 452.00 1.57 .00 2.76 1.99 .000 .060 .068 .000 420.00 2673.94 . 000884 120. 120. 120. 2 0 0 .00 4025.14 8947.52 * SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) 105500.000 27.90 447.90 .J0 .00 447.95 .05 .52 .00 453.50 17200.0 10.1 3395.6 13794.3 29.8 1187.0 9735.7 2054.4 919.3 452.00 1.67 .34 2.86 1.42 .070 .060 .090 .000 420.00 2284.96 . 000922 305. 500. 600. 2 0 0 .00 4625.04 8639.31 *SECNO 106080.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 3470 ENCROACHMENT STATIONS= .0 3300.0 TYPE= 1 TARGET= 8299.999 106080.000 28.28 446.28 .00 .00 448.33 .05 .38 .00 453.50 12000.0 34.1 3738.2 8177.6 52.5 1247.2 8634.9 2142.7 955.8 452.00 1.73 .55 3.04 .95 .070 .060 .090 .000 420.00 2280.07 .001015 355. 580. 34J. 0 0 0 .00 4502.97 8300.00 15APR92 15:30:18 PAGE 10 SECNO OEPTH CWSEL CRIWS wSELK cG HV HL OLOSS 1 ELEV 0 OLO8 JCH OROS ALOB ACH AROB VOL TWA R-dANK ELEV TIME VLOB VCH VkOB XNL XNCH XNR WTN ELMIN SSTA SLOPE xLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENOST * SECNO 110580.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110580.00 EXTENDED .45 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.81 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 25.45 449.45 .00 .00 449.46 .01 1.12 .00 449.50 12000.0 3079.1 3627.1 5293.7 7463.7 2932.3 8240.4 3338.4 1393.3 448.00 3.20 .41 1.24 .64 .070 .060 .070 .000 424.00 5246.11 .000128 1700. 4500. 4300. 4 0 0 .00 6677.19 11930.00 * SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENDED .17 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110720.000 23.07 449.47 .00 .00 449.49 .02 .02 .00 458.00 12000.0 4348.1 4904.8 2747.1 6748.6 3231.1 2864.7 3389.0 1410.4 457.70 3.24 .64 1.52 .96 .075 .060 .075 .000 426.40 2318.00 .003223 140. 14J. 140. 2 0 0 .00 4009.28 10078.65 * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED .17 FEET 3370 NORMAL BRIDGE. NRJ= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 23.08 449.48 .00 .30 449.50 .02 .01 .00 459.00 12000.0 4352.2 4901.3 2746.4 6763.8 3233.1 2869.0 3397.8 1413.2 457.70 3.24 .64 1.52 .96 .075 .060 .075 .000 426.40 2318.00 .000223 30. 30. 30. 0 0 0 .00 4021.14 10078.66 15APR92 15:30:18 PAGE 11 SECNO DEPTH CWSEL GRINS WSELK EG HV Ml OLOSS L - BANK ELEV Q GLOB JCH UROB ALOE AGM AROB VOL TWA R -BANK ELEV • TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWIO ENLIST *SECNO 110790.000 3265 DIVIDED FLOW 337C NORMAL BRIDGE• NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 IH 35E 110790.000 23.07 449.47 .00 .00 449.52 .05 .01 .01 458.50 12000.0 1651.6 6821.9 3526.5 1579.9 3286.9 2599.7 3407.2 1415.7 458.50 3.25 1.35 2.08 1.36 .075 .060 .075 .000 426.40 5162.10 .000408 40. 40. 40. 1 0 0 .30 1304.33 11753.29 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 453.50 MAX ELLC= 455.40 110910.000 23.12 449.52 .00 .00 449.57 .05 .05 .00 453.50 12000.0 1661.3 6807.9 3530.8 1595.8 3301.4 2618.6 3427.8 1419.3 458.50 3.27 1.04 2.06 1.35 .075 .060 .075 .000 426.40 5162.01 .000401 12J. 120. 120. 1 0 0 .00 1305.24 11753.37 * SECNO 110930.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 23.12 449.52 .J0 .00 449.58 .06 .01 .01 456.50 12000.0 737.4 6973.3 4239.3 1917.9 2848.9 4231.1 3431.6 1420.4 453.20 3.27 .41 2.45 1.00 .075 .060 .075 .000 425.40 3300.43 .003362 20. 2U. 2v. 0 0 0 .00 3878.48 10487.39 15APR92 15:30:18 PAGE 12 T1 COPPELL CITY-WIDE STORM WATER MANAGEMENT STUDY T2 PROP FILL CONDITIONS WITH ULTIMATE WATERSHED 5-YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- FILL ADUEO FOR VILLAGES OF COPPELL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL FQ -10 3 0.030)0 -1 442.11 J2 NPROF IPLOT PRFVS KSECV KSECH FN ALLOC IBW CMNIM ITRACE 2 -1 *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 0 630.0 TYPE= 1 TARGET= 9599.999 X 0 99280.000 16.44 444.44 .00 .00 444.48 .04 .34 .00 445.70 22900.0 9093.1 5877.2 7929.7 9092.2 2148.1 10312.0 1889.4 598.9 443.00 1.07 1.00 e.74 .77 .070 .060 .090 .000 425.00 631.10 .003452 753. 830. 750. 2 0 0 .90 8242.51 9473.22 *SECNO 100040.000 3265 DIVIDED FLOA 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 16.48 444.78 .00 .00 444.81 .03 .33 .00 445.70 22900.0 9787.8 4783.2 5349.0 9400.1 1938.2 10928.0 2271.6 740.7 443.30 1.24 1.04 2.46 .76 .070 .060 .090 .000 428.30 1026.64 .00u416 760. 760. 760. 0 0 0 .00 8313.31 9738.61 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .50 EXISTING FEMA /COE CROSS SECTION 103060.000 16.64 446.64 .00 .00 446.30 .16 1.95 .04 449.60 28300.0 1194.4 8276.3 19829.3 1236.4 1587.0 10442.7 3054.4 1037.3 447.50 1.46 .99 5.21 1.80 .070 .060 .090 .000 430.00 1226.24 .002541 1850. 3020. 1775. 3 0 0 .00 6108.03 9917.48 15APR92 15:30:18 P408 13 SECNO DEPTH CWSEL CRIBS WSELK EG HV HL OLOSS L-3ANK ELEV Q .L08 UCH QR0b AL05 ACH AR08 VOL TWA R-8ANK ELEV TIME VLOB VCH VROe XNL )(NCH XNR WTN ELMIN SSTA SLDPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST *SECNO 104880.000 3265 DIVIDED FLOW 3302 WARPfL.G: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.42 ADDED XSECTION (FILL ADDED FOR VILLEGES OF COPPELL) 104880.000 28.40 445.40 .00 .00 443.48 .08 1.68 .01 453.50 28300.0 49.6 4306.9 23943.5 74.2 1267.6 11581.1 3310.1 1136.4 452.00 1.57 .67 3.40 2.07 .070 .060 .072 .000 420.00 2273.45 .001260 1060. 1310. 715. 0 0 0 .00 4695.74 8347.11 *SECNO 105000.000 3265 DIVIDED FLOW ADOE0 XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) 105000.000 28.55 445.55 .00 .00 443.63 .08 .15 .00 453.50 28300.0 61.8 4233.0 24005.2 37.9 1290.8 12016.8 3346.3 1149.2 452.00 1.59 .70 3.28 2.00 .070 .060 .073 .000 420.00 2276.63 .001164 120. 120. 120. 2 0 0 .00 4557.85 8849.33 * SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) 105500.000 29.21 449.21 .00 .30 447.26 .05 .53 .30 453.50 28300.0 136.9 4333.6 23829.5 157.3 1400.5 15834.2 3554.5 1214.5 452.00 1.68 .37 3.09 1.50 .070 .060 .090 .000 420.00 2263.29 .000995 305. 503. 600. 2 0 0 .00 5089.28 8643.62 *SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3300.0 TYPE= 1 TARGET= 8299.999 106080.000 29.57 449.57 .30 .00 449.61 .04 .35 .00 453.50 20000.0 179.0 4134.5 15636.5 230.9 1464.3 14333.8 3692.7 1254.0 452.00 1.75 .89 2.36 1.09 .070 .060 .090 .000 420.00 2263.64 .000830 355. 580. 340. 2 0 0 .00 4769.60 8300.30 1SAPR92 15:30:18 PAGE 14 SECNO DEPTH CwSEI CRIWS wS =LK EG HV HL OLOSS L - SANK ELEV 3 QLOB .JCH JROB AL3B ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR wTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST * SECNO 110580.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110580.00 EXTENDED 1.69 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.46 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 26.58 453.68 .00 .00 450.69 .01 1.08 .00 449.50 20000.0 o825.9 45d9.8 8584.3 12408.3 3313.9 11428.6 5457.1 1712.1 443.00 3.06 55 1.39 .75 .070 .060 .070 .000 424.00 4600.00 .003137 1700. 4500. 4300. 4 0 0 .00 7111.45 11930.00 * SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENDED 1.47 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 24.30 450.70 .00 .00 450.73 .02 .J3 .01 458.00 20000.0 8972.0 6720.0 4308.0 11629.0 3705.3 4255.8 5532.2 1733.6 457.70 3.09 .77 1.31 1.01 .075 .060 .075 .000 426.40 2318.00 .000270 140. 140. 140. 2 0 0 .00 6239.12 10080.00 * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 1.41 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 24.31 450.71 .00 .30 450.73 .02 .01 .00 458.00 20000.0 8979.9 6713.1 4307.0 11655.7 3707.7 4264.8 5545.8 1737.9 457.70 3.10 .77 1.81 1.01 .075 .060 .075 .000 420.40 2319.00 .000269 30. 30. 30. 0 0 0 .00 6242.97 10080.30 15APR92 15:30:18 PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG MV HL OL05S L - 3ANK ELEV Q QL08 NCH wROB ALOB ACM AROB VOL TWA 4 -BANK ELEV TIME VLOB VCH VROB XNL XNCM XNR .TN ELMIN SSTA SLOPE XLOBL XLCH XLObR ITRIAL IOC ICONT CORAR TOPWID ENOST * SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .64 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 458.50 MAX ELLC= 455.40 IM 35E 110790.000 24.29 450.69 .00 .30 450.78 .09 .02 .03 458.50 20000.0 3217.3 10700.8 6032.0 2096.4 3754.0 3216.6 5558.9 1741.4 458.50 3.10 1.53 2.35 1.89 .075 .060 .075 .000 426.40 5159.12 .000654 40. 40. 40. 2 0 0 .00 1331.92 11755.98 * SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 110910.000 24.37 450.77 .00 .00 450.36 .09 .08 .00 458.50 20000.0 3244.2 10662.0 6093.8 2130.9 3794.9 3257.8 5584.1 1745.0 458.50 3.12 1.52 2.82 1.87 .075 .000 .075 .030 426.40 5158.92 .000633 120. 120. 120. 2 0 0 .00 1333.73 11756.16 *SECNO 110930.000 3265 DIVIDED FLOW 3260 CROSS SECTION 110930.00 EXTENDED 1.22 FEET 3370 NORMAL BRIDGE. NRO= c MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 24.42 450.32 .00 .00 450.38 .06 .01 .01 450.50 20000.0 3659.1 87)9.2 7531.7 5845.6 3140.0 6996.3 5589.8 1746.9 456.20 3.12 .63 2.79 1.08 .075 .060 .075 .000 426.40 2451.00 .000419 20. 20. 20. 2 0 0 .00 6613.94 10767.53 15APR92 15:30:18 PAGE 16 T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 PROP FILL CONDITIONS WITH ULTIMATE WATERSHED 10 DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- FILL ADDEO FOR VILLAGES OF COPPELL J1 ICHECK INQ NINV IOIR STRT METRIC HVINS 0 WSEL FQ -10 4 0.00000 -1 443.16 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC IBW CHNIM ITRACE 3 -1 * SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 X 0 99280.000 17.30 445.30 .00 .00 445.34 .03 .31 .00 445.70 31100.0 13051.7 6256.5 11791.8 11954.9 2300.4 14524.4 2473.1 668.7 443.00 1.05 1.09 2.72 .81 .070 .060 .090 .000 423.00 613.93 .000416 750. 830. 750. 2 0 0 .30 8533.31 9474.20 *SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 17.32 445.62 .00 .00 445.65 .03 .31 .00 445.70 31100.0 13600.2 5219.3 12280.5 11830.6 2086.2 15032.0 2977.2 814.4 443.00 1.22 1.14 2.50 .92 .070 .060 .090 .000 423.30 1023.08 .000400 760. 760. 760. 1 0 0 .00 8171.28 9739.56 * SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .49 EXISTING FEMA /COE CROSS SECTION 103060.000 17.28 447.28 .00 .00 447.41 .13 1.73 .03 449.60 36200.0 2845.3 8599.4 24755.3 2234.3 1706.0 13655.0 3992.2 1140.0 447.50 1.44 1.z9 5.04 1.51 .070 .060 .090 .000 430.00 1182.36 .002251 1850. 3020. 1775. 2 0 0 .30 7352.68 10004.68 15APR92 15 :30:18 PAGE 17 SECNO OEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 0LOB OC9 OROS AL)8 ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCM XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 104880.000 3265 DIVIDED FLOW A00E0 XSECTION (FILL ADDED FOR VILLEGES OF COPPELL) 104880.000 28.99 449.99 .00 .00 449.08 .09 1.57 .00 453.50 36200.0 128.4 5053.4 31018.3 132.7 1363.0 14199.7 4313.0 1251.8 452.00 1.55 .97 3.71 2.18 .070 .060 .075 .000 420.00 2271.79 .001448 1060. 1110. 715. 2 0 0 .00 4879.39 8847.98 * SECNO 105000.000 3265 DIVIDED FLOW ADDEO XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) 105000.000 29.16 449.16 .00 .00 449.25 .09 .17 .00 453.50 36200.0 150.0 4900.0 31089.4 152.0 1392.5 14673.4 4356.9 1265.0 452.00 1.50 .99 3.56 2.12 .070 .060 .075 .030 420.00 2268.39 .001323 12J. 120. 120. 2 0 0 .J0 4719.43 8550.24 *SECNO 105500.000 3265 DIVIDED FLOW ADDEO XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) 105500.000 29.88 449.88 .00 .00 449.94 .06 .69 .00 453.50 36200.0 200.8 4930.9 31008.4 240.1 1519.0 19068.7 4607.4 1331.6 452.00 1.65 1.09 3.25 1.63 .070 .060 .090 .000 420.00 2259.74 .001050 305. 500. 600. 2 0 0 .00 5135.28 8645.63 *SECNO 106080.000 3265 0IVIDtD FLOW 3470 ENCROACHMENT STATIONS= .0 3300.0 TYPE= 1 TARGET= 8299.999 106080.000 30.25 450.25 .00 .00 450.29 .04 .35 .00 453.50 25700.0 303.1 45o1.5 40835.4 336.9 1587.2 17391.3 4772.6 1372.7 452.00 1.72 .99 2.87 1.20 .070 .060 .090 .030 420.00 1420.03 .000804 355. 580. 340. 2 0 0 .30 5106.15 8300.00 15APR?2 15:30:18 PAGE 18 SECNO DEPTH CWSEL CRIWS WSELK EG MV ML OLOSS L-BANK ELEV Q GLOB 3CM owe AL08 ACM AROB VOL TWA R-3ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCM XLOBR (TRIAL IOC ICONT CORAR TOPwIO ENOST *SECNO 110580.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110580.00 EXTENDED 2.37 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.37 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 27.36 451.36 .00 .00 451.38 .01 1.08 .00 449.50 25730.0 9640.8 5200.3 10858.9 15335.7 3528.3 13220.4 6854.0 1846.8 448.00 2.93 .63 1.47 .82 .070 .060 .070 .000 424.00 4600.00 .000143 1703. 4500. 4303. 3 0 0 .00 7296.26 11930.00 * SECNO 110720.000 3265 DIVIDED FLOG 3280 CROSS SECTION 110720.00 EXTENDED 2.0? FEET 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 24.99 451.39 .00 .00 451.41 .03 .J3 .01 458.00 25700.0 12494.9 7676.3 5528.8 14664.5 3970.1 5376.5 6944.2 1869.2 457.70 2.96 .35 1.93 1.03 .075 .060 .075 .000 426.40 2318.00 .000282 140. 140. 140. 2 0 0 .00 6646.86 10080.00 *SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 2.09 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 24.99 451.39 .00 .00 451.42 .03 .31 .00 458.00 25700.0 12502.6 7668.2 5529.3 14672.5 3972.5 5388.0 6960.7 1873.7 457.70 2.97 .d5 1.93 1.03 .075 .060 .075 .000 426.40 2318.00 .000281 30. 3u. 30. 0 0 0 .00 6650.94 10080.30 15APR92 15:30:18 PAGE 19 SECNO DEPTH CWSEL CRIWS WSELK EG HV ML OLOSS L -SANK ELEV 0 GLOB 0CH QROB ALDB ACM AROB VOL TW4 R -BANK ELEV TIME VLOB VCM VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENOST *SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .58 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 459.50 MAX ELLC= 455.40 IH 35E 110790.000 24.96 451.36 .00 .00 451.49 .12 .32 .05 458.50 257U0.0 4409.1 13355.1 7935.8 2398.4 4013.8 3563.9 6976.3 1877.4 458.50 2.97 1.55 3.33 2.23 .075 .060 .075 .000 42o.40 5157.46 .000822 43. 40. 40. 2 0 0 .00 1347.14 11757.48 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 110910.000 25.07 451.47 .00 .00 451.58 .12 .10 .00 453.50 25700.0 4447.6 13299.6 7952.7 2432.8 4053.1 3616.7 7004.0 1881.1 458.50 2.99 1.83 3.28 2.20 .075 .060 .075 .030 426.40 5157.22 .00J791 120. 120. 120. 2 0 0 .30 1349.43 11757.70 * SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 EXTENDED 1.95 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.40 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 25.16 451.56 .00 .00 451.01 .05 .01 .02 456.50 25700.0 6382.8 9319.7 9997.5 3814.4 3307.7 9063.6 7011.1 1883.1 458.20 2.99 .72 2.32 1.10 .075 .060 .075 .000 426.40 2451.00 .000402 2). 20. 20. 2 0 0 .30 7390.66 11009.31 15APR92 15:30:18 PAGE 20 T1 COPPELL CITY STORM WATER MANAGEMENT STUDY T2 PROP FILL CONDITIONS WITH ULTIMATE WATERSHED 25 -YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- FILL ADDED FOR VILLAGES OF COPPELL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ - 10 5 0.00000 -1 444.10 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC I8W CHNIM ITRACE 4 -1 * SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 X 0 99280.000 16.01 446.01 .00 .00 446.05 .03 .28 .00 445.70 38800.0 16708.3 6590.8 15500.9 14385.9 2427.9 18066.5 3011.8 724.7 443.00 1.01 1.16 2.71 .86 .070 .060 .090 .000 428.00 599.73 .000390 750. 830. 75). 2 0 0 .00 8642.52 9477.93 * SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 99)0.0 TYPE= 1 TARGET= 9899.999 100040.000 13.01 44o.31 .00 .00 446.34 .03 .29 .00 445.70 388)0.0 17091.5 5632.1 16076.4 13957.4 2210.3 18493.0 3618.5 872.2 443.90 1.18 1.22 2.55 .37 .070 .060 .090 .000 42d.30 1020.13 .000386 76). 760. 760. 1 0 0 .00 8260.39 9752.17 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .50 EXISTING FEMA /COE CROSS SECTION 103060.000 17.86 447.96 .00 .00 447.97 .12 1.51 .03 449.60 45100.0 4804.8 9018.2 31277.0 32)1.8 1816.0 17135.5 4848.3 1220.7 447.50 1.41 1.50 4.97 1.93 .070 .060 .090 .000 430.00 1152.70 .002064 1850. 3320. 1775. 2 0 0 .00 8380.79 10105.01 15APR92 15:30:18 PAGE 21 SECNO DEPTH CWSEL CRIWS WS`_LK EG HV HL OLOSS L-9ANK ELEV 4 4L0B 4CH JROB ALOB ACH AROB VOL TWA R-8ANK ELEV TIME VLOB VCH VROB XNL xNCH XNR WTN ELMIN SSTA SLOPE XLOBL xLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST * SECNO 104880.000 3265 DIVIDED FLOW ADOED XSECTION (FILL ADDED FOR VILLEGES OF COPPELL) 104880.000 29.53 449.53 .00 .00 449.64 .11 1.56 .00 453.50 45100.0 241.4 5879.2 39049.4 196.2 1457.5 16746.6 5235.7 1342.8 452.00 1.51 1.23 3.99 2.33 .070 .060 .076 .000 420.00 2264.12 .001618 1063. 1610. 715. 2 0 0 .J0 4997.41 8843.80 * SECNO 105000.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) 105000.000 29.73 449.73 .J0 .00 449.82 .10 .19 .00 453.50 45100.0 273.2 5714.3 39112.5 220.4 1491.8 17219.6 5287.2 1356.3 452.00 1.52 1.24 3.83 2.27 .070 .060 .077 .000 420.00 2261.66 .001476 120. 120. 12J. 2 0 0 .00 4840.72 8851.09 *SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR vILLAGES OF COPPELL) 105500.000 30.51 450.51 .00 .J0 450.57 .06 .75 .00 453.50 45100.0 439.6 5574.6 39085.7 395.2 1636.1 22211.5 5578.8 1427.2 452.00 1.61 1.11 3.41 1.76 .070 .060 .090 .030 420.00 1399.17 .001113 305. 500. 600. 2 0 0 .)0 5775.36 8647.53 *SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3300.0 TYPE= 1 TARGET= 8299.999 106030.000 30.89 45u.89 .00 .00 450.93 .04 .36 .00 453.50 31600.0 511.5 4912.4 26176.2 539.5 1709.1 20514.5 5771.9 1474.0 452.0G 1.68 .87 2.87 1.28 .070 .060 .090 .000 420.00 1368.74 .000773 355. 580. 340. 2 0 0 .J0 5893.37 8300.00 15APR92 15:30:18 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q GLOB QCH QROd ALDB ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH xL082 ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 110580.000 3280 CROSS SECTION 110580.00 EXTENDEO 3.01 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.29 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= - 4600.000 110580.000 28.00 452.00 .00 .00 452.02 .01 1.08 .00 449.50 31600.0 12664.6 5776.4 13159.1 13197.1 3725.2 14865.3 8165.4 1977.6 443.00 2.81 .70 1.55 .89 .070 .060 .070 .0)0 424.00 4600.00 .000147 1700. 4503. 4300. 3 0 0 .00 7330.00 11930.00 *SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENDED 2.72 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 25.62 452.02 .00 .00 452.05 .03 .03 .01 453.00 31600.0 16191.9 8513.4 6804.8 17434.8 4217.7 6630.0 8270.0 2000.4 457.70 2.84 .93 2.02 1.04 .075 .060 .075 .000 426.40 2318.00 .000286 140. 140. 140. 2 0 0 .00 6898.07 10080.00 *SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 2.73 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110750.000 25.03 452.03 .00 .00 452.06 .03 .01 .00 458.00 31600.0 16199.2 65J4.7 6896.1 17514.1 4220.3 6643.2 8289.6 2005.2 457.70 2.84 .92 2.02 1.04 .075 .060 .075 .070 426.40 2318.00 .000285 30. 30. 30. 0 0 0 .00 6899.04 10080.30 15APR92 15:30:18 PAGE 23 SECNO DEPTH CWSEL CRIWS NS_LK EG HV HL OLOSS L -BANK ELEV Q GLOB JCH NROB ALOES AGM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL xNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCM XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDS! * SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .54 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 453.50 MAX ELLC= 455.40 IM 35E 110790.000 25.59 451.99 .00 .00 452.14 .16 .02 .U6 459.50 31600.0 5699.7 16020.6 9879.7 2663.5 4255.9 3890.0 8307.6 2009.0 453.50 2.85 2.14 3.76 2.54 .075 .060 .075 .000 426.40 5155.93 .000981 40. 40. 40. 2 0 0 .00 1361.26 11758.86 * SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 453.50 MAX ELLC= 455.40 110910.000 25.71 452.11 v0 .00 452.26 .15 .12 00 458.50 31600.0 5750.5 15947.5 9902.0 2717.6 4303.2 3954.1 8337.6 2012.7 458.50 2.86 2.12 3.71 2.50 .075 .060 .075 .000 426.40 5155.64 .000939 120. 120. 120. 2 0 0 .30 1364.01 11759.13 * SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 ExTENDEO 2.65 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.58 337C NORMAL BRIDGE. NRO= 2 MIN ELTRD= 455.50 MAX ELLC= 455.70 110930.000 25.85 452.25 .00 .70 452.30 .05 .01 .03 456.50 31600.0 9454.8 9675.6 12470.1 11765.9 3464.4 11206.7 8346.1 2014.8 458.20 2.86 .80 2.79 1.11 .075 .060 .075 .000 426.40 2451.00 .000374 2J. 20. 20. 2 0 0 .J0 7713.86 11204.00 1 SAPR 92 15:30:18 PAGE 24 T1 COPPELL CITY -MIDI STORM WATER MANAGEMENT STUDY T2 PROP FILL CONDITIONS WITH ULTIMATE WATERSHED 50-YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- FILL ADDED FOR VILLAGES OF COPPELL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ -10 6 0.00000 -1 444.94 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC I8W CHNIM ITRACE 5 -1 * SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 X SECTION 0 99280.000 18.62 446.62 .00 .00 446.66 .03 .27 .00 445.70 46600.0 20342.5 6998.4 19259.1 16490.5 2537.5 21196.8 3477.6 755.1 443.00 .97 1.23 ,.76 .91 .070 .060 .090 .000 423.00 587.56 .000379 750. 830. 750. 2 0 0 .30 8930.65 9600.00 * SECNO 100040.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 18.61 446.91 .00 .90 446.94 .03 .29 .00 445.70 46600.0 20565.1 6061.3 19973.6 15767.8 2318.3 21632.3 4174.9 907.7 443.00 1.13 1.30 2.61 .92 .070 .060 .090 .000 428.30 1017.55 .000381 760. 760. 760. 1 0 0 .00 8559.10 9776.18 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 EXISTING FEMA /COE CROSS SECTION 103060.000 15.36 440.36 .00 .00 443.46 .10 1.49 .02 449.60 52600.0 6668.0 9100.4 36751.7 4139.8 1911.6 20346.2 5599.5 1268.6 447.50 1.37 1.61 4.80 1.31 .070 .060 .090 .000 430.00 1148.74 .001832 1850. 3020. 1775. 2 0 0 .00 8683.84 10156.31 15APR92 15:30:18 PAGE 25 SECNO OEPTH CWSEL CRIWS WSELK EG HV HL OL'SS L-BANK ELEV Q GLOB JCn JROB AL08 ACM AROB VOL TWA R-dANK ELEV TIME VLOB VCM VROB XNL XNCH XNR NTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITUTAL IOC ICONT CORAR TOPWID ENOST * SECNO 104880.000 32o5 DIVIDED FLOW AODE0 XSECTION (FILL ADDED FOR VILLEGES OF COPPELL) 104880.000 29.95 449.95 .00 .00 450.07 .11 1.60 .00 453.50 52630.0 354.5 639b.9 45846.6 249.9 1532.3 18725.8 6045.1 1394.6 452.00 1.46 1.42 4.18 2.45 .070 .060 .077 .000 420.00 2258.80 .001730 1060. 1010. 715. 2 0 0 .00 5086.71 8849.43 *SECNO 105000.000 3265 DIVIDED FLOW ADDEO XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) 105000.000 30.16 45u.16 .00 .00 450.26 .11 .20 .00 453.50 52600.0 397.3 6298.1 45904.5 236.2 1571.7 19309.9 6102.5 1409.2 452.00 1.47 1.39 4.01 2.38 .070 .060 .078 .000 420.00 1426.74 . 001572 120. 120. 120. 0 0 0 .00 5554.27 8351.75 *SECNO 105500.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) 105500.000 30.98 450.98 .00 .00 451.05 .07 .78 .00 453.50 52600.0 679.5 6031.2 45839.3 648.5 1727.2 24737.0 6428.1 1487.9 452.00 1.55 1.05 3.52 1.35 .070 .060 .090 .000 420.00 1361.34 . 001154 305. 500. 600. 2 0 0 .30 6361.58 8649.95 * SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 8300.0 TYPE= 1 TARGET= 8299.999 106080.000 31.37 451.37 .00 .00 451.41 .04 .36 .00 453.50 37000.0 810.5 5253.9 30935.6 928.3 1804.1 23001.4 6644.3 1538.2 452.00 1.62 .37 2.91 1.34 .070 .060 .090 .000 423.00 1330.29 .003771 355. 580. 340. 2 0 0 .00 6187.05 8300.00 15APR92 15:30:18 PAGE 26 SECNO DEPTH CNSEL CRIWS 4SELK EG HV Hl OLOSS L-BANK ELEV Q 4LOB QCH ()ROB AL06 ACM AR08 VOL TWA R -BANK ELEV TIME VLOB VCH VROb XNL xNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 110580.000 3280 CROSS SECTION 110580.00 EXTENDED 3.51 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.25 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= -4600.000 110580.000 23.50 452.50 .00 .00 452.52 .02 1.10 .00 449.50 37000.0 15453.9 6300.1 15246.0 20403.3 3879.6 16155.1 9286.8 2051.2 448.00 2.68 .76 1.62 .94 .070 .060 .070 .000 424.00 4600.00 .000153 1700. 4500. 4300. 3 0 0 .30 7330.00 11930.00 * SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 ExTENOEO 3.22 FEET 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 26.12 452.52 .00 .00 452.55 .03 .03 .01 459.00 37000.0 19550.0 9248.4 8201.5 19734.0 4412.8 7653.5 9402.9 2074.2 457.70 2.71 .99 2.10 1.07 .075 .060 .075 .030 426.40 2318.00 .000292 140. 140. 140. 2 0 0 .J0 6972.59 10080.00 *SECNO 110750.000 3265 DIVIDED FLON 3280 CROSS SECTION 110750.00 EXTENDED 3.23 FEET 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110750.000 26.13 452.53 .00 .00 452.56 .03 .01 .U0 453.00 37000.0 19557.1 9239.6 8203.3 1974.0 4415.4 7667.2 9424.8 2079.0 457.70 2.72 .99 2.09 1.07 .075 .060 .075 .000 426.40 2318.00 .000291 30. 30. 30. 0 0 0 .30 6973.69 10080.00 15APR92 15:30:18 PAGE 27 SECNO DEPTH CWSEL CRIWS ISFLK EG MV ML OLOSS 1-bANK ELEV U QLOB 9CH QROB A106 ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL )(NCH XNR WTN ELMIN SSTA SLOPE XLOBL xLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST * SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .51 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 453.50 MAX ELLC= 455.40 IH 35E 110790.000 26.07 452.47 .00 .00 452.66 .19 .02 .08 458.50 37000.0 6904.2 18426.5 11669.2 2830.8 4445.3 4147.1 9444.7 2032.8 458.50 2.72 2.40 4.15 2.81 .075 .060 .075 .000 426.40 5154.74 .001129 40. 40. 40. 2 0 0 .30 1372.28 11759.94 * SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 110910.000 25.21 452.61 .00 .00 452.80 .18 .13 .00 453.50 37000.0 6967.5 13335.5 11o97.0 2944.2 4500.3 4222.0 9476.6 2036.6 453.50 2.73 2.37 4.07 2.77 .075 .060 .075 .000 426.40 5154.39 .001075 120. 120. 120. 2 0 0 .00 1375.47 11760.25 * SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 EXTENDED 3.20 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.73 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 26.40 452.80 .00 .J0 452.85 .04 .01 .04 456.50 37000.0 12258.9 10005.0 14736.1 14143.1 5588.6 12973.9 9486.3 2088.7 458.20 2.74 .87 2.79 1.14 .075 .060 .075 .000 426.40 2451.00 .000358 20. 20. 20. 2 0 0 .00 7315.60 11204.00 15APR92 15:30:18 PAGE 2° T1 COPPELL CITY -WIDE STORM WATER MANA GEMENT STUDY T2 PROP FILL CONDLTIONS WITH ULTIMATE WATERSHED 100 - YEAR DISCHARGE T3 ELM FORK OF THt TRINITY RIVER -- FILL ADDED FOR VILLAGES OF COPPELL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ -10 7 0.00000 -1 445.70 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC IBM CHNIM ITRACE 6 -1 *SECNO 99280.000 3285 DIVIDED FLO. 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 X- SECTION D 99280.000 19.23 447.23 .00 .00 447.27 .03 .26 .00 445.70 55000.0 24213.3 7400.6 23386.1 13589.8 2647.4 24442.7 3970.9 783.8 443.00 .93 1.30 2.80 .96 .070 .060 .090 .000 423.00 575.34 .003368 750. 930. 750. 2 0 0 .00 8965.21 9600.00 * SECNO 100040.000 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET= 9899.999 100040.000 19.22 447.52 .00 .00 447.55 .03 .28 .00 445.70 55000.0 24247.6 6477.5 24274.9 17614.4 2428.4 24978.0 4762.1 939.6 443.00 1.08 1.38 2.67 .97 .070 .060 .090 .000 428.30 1014.93 .003373 763. 760. 76v. 2 0 0 .00 8885.07 9403.00 * SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .53 EXISTING FEMA/COE CROSS SECTION 103060.000 18.87 448.87 .00 .00 443.96 .09 1.40 .02 449.60 61100.0 8826.6 9385.8 4[887.6 5156.3 2011.4 23731.2 6392.0 1311.7 447.50 1.33 1.71 4.67 1.81 .070 .060 .090 .000 430.00 1139.08 .001644 1350. 3020. 1775. 2 0 0 .00 8903.73 10192.19 * SECNO 104880.000 15APR92 15:30:18 PAGE 29 SECNO DEPTH CWSEL CRIWS WS_LK EG MV HL OLOSS L-BANK ELEV 4 OL08 OCH OROb 4L08 ACH AROB VOL TWA R-8ANK ELEV TIME VLO8 VCM VROb XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL08R ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW ADOEO XSECTION (FILL ADDED FOR VILLE,ES OF COPPELL) 104880.000 30.39 450.39 .00 .00 450.51 .12 1.54 .01 453.50 61100.0 509.8 7021.1 53569.1 349.2 1613.1 20962.0 6901.1 1446.9 452.00 1.42 1.46 4.35 2.56 .070 .060 .079 .000 420.00 1468.97 .001830 1060. 1810. 715. 2 0 0 .00 5827.05 8850.08 *SECNO 105000.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLA6E5 OF COPPELL) 105000.000 30.61 453.61 .00 .00 450.72 .11 .21 .00 453.50 61100.0 582.5 6924.4 53593.1 435.1 1653.6 21621.8 6965.3 1463.3 452.00 1.43 1.34 4.19 2.48 .070 .060 .079 .000 420.00 1391.81 .001671 120. 120. 120. 1 0 0 .00 6394.35 8352.40 * SECNO 105500.000 3265 DIVIDED FLOW AODED XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) 105500.000 31.47 451.47 .00 .90 451.54 .07 .32 .00 453.50 61100.0 1102.7 6612.6 53384.7 1006.5 1824.1 27437.2 7328.2 1545.9 452.00 1.51 1.10 3.63 1.95 .070 .060 .090 .000 420.00 1322.37 .001187 305. 500. 600. 2 0 0 .00 6579.22 8650.41 * SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 8300.0 TYPE= 1 TARGET= 8249.999 106080.000 31.96 451.86 .00 .00 451.91 .04 .36 .00 453.50 43000.0 1247.0 5608.8 36144.2 1344.6 1904.7 25584.2 7569.5 1598.0 452.00 1.57 .93 2.94 1.41 .070 .060 .090 .000 420.00 1290.97 .003765 355. 580. 34J. 2 0 0 .J0 6392.48 8300.00 15APR92 15 :30:18 PAGE 30 SECNO DEPTH CWSEL CRIWS wSELK EG HV HL OLOSS L -SANK ELEV Q GLOB OCH WROB ALOB ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST * SECNO 110580.000 3280 CROSS SECTION 110580.00 EXTENDED 4.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.20 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= -4600.000 110580.000 29.01 453.01 .J0 .00 453.03 .02 1.12 .00 449.50 43000.0 18595.6 6858.4 17546.0 22654.8 4037.2 17471.5 10469.9 2117.0 444.00 2.57 .82 1.70 1.00 .070 .060 .070 .000 424.00 4600.00 .000159 170). 4500. 430). 3 0 0 .00 7330.00 11930.00 * SECNO 110720.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENDED 3.75 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRO= 457.70 MAX ELLC= 455.50 110720.000 26.53 453.03 .00 .00 453.06 .03 .03 .01 458.00 43000.0 23290.4 10016.0 9693.6 22047.4 4612.3 8716.5 10597.7 2140.1 457.70 2.60 1.06 2.17 1.11 .075 .060 .075 .000 426.40 2318.00 .00297 140. 140. 140. 2 0 0 .00 7048.83 10080.00 * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 3.74 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 26.54 453.04 .00 .00 453.07 .03 .01 .00 458.00 43000.0 23297.3 10006.9 9695.7 22078.5 4615.0 3730.9 10622.1 2144.9 457.70 2.61 1.06 2.17 1.11 .075 .060 .075 .000 426.40 2313.00 .000296 30. 30. 30. 0 0 0 .00 7049.85 10080.00 15APR92 15:30:18 PAGE 31 SECNO DEPTH CWSEL CRIwS wSELK EG HV HL OLOSS l-dANK ELEV Q QLOB QCH Qk0B Al)8 AGM AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE *LOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 110790.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .48 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 IH 35E 110790.000 26.57 452.97 .00 .J0 453.19 .23 .02 .10 458.50 43000.0 8274.6 21053.7 13671.7 3104.3 4638.6 4410.8 10643.9 2148.8 458.50 2.61 2.67 4.54 3.10 .075 .060 .075 .000 426.40 5153.52 .001267 40. 40. 40. 2 0 0 .00 1383.47 11761.04 *SECNO 110910.000 32o5 DIVIDED FLOW 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRD= 453.50 MAX ELLC= 455.40 110910.000 20.73 453.13 .00 .00 453.34 .22 .15 .00 458.50 43000.0 3352.3 20941.9 13705.E 3177.9 4701.8 4497.5 10677.7 2152.6 458.50 2.02 2.63 4.45 3.05 .075 .060 .075 .000 426.40 5153.13 .001220 123. 120. 123. 2 0 0 .00 1387.14 11761.40 *SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930.00 ExTENDEO 3.77 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.89 3370 NORMAL 3RIDGE, NRD= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.000 26.97 453.37 .00 .00 453.41 .04 .J1 .05 456.50 43030.0 15402.2 10346.1 17251.7 16612.3 3715.9 14808.5 10688.6 2154.7 458.20 2.o2 .93 ,.78 1.16 .075 .060 .075 .000 420.40 2451.00 .003342 20. 20. 20. 2 0 0 .J0 7919.32 11204.00 15APR92 15:30:18 PAGE 32 T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 PROP FILL CONDITIONS WITH ULTIMATE WATERSHED 500-YEAR DISCHARGE T3 ELM FORK OF THE TRINITY RIVER -- FILL ADDED FOR VILLAGES OF COPPELL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ -10 8 0.000)0 -1 450.51 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC ISW CHNIM ITRACE 15 -1 * SECNO 99250.000 3470 ENCROACHMENT STATIONS= .0 9600.0 TYPE= 1 TARGET= 9599.999 X SECTION 0 99260.000 23.18 451.18 .00 .00 451.21 .03 .14 .00 445.70 100030.0 44712.3 8340.5 46947.2 32413.9 3358.6 45708.0 7390.9 823.4 443.00 .91 1.38 2.48 1.03 .070 .060 .090 .000 426.00 500.00 .000212 750. 830. 750. 2 0 0 .00 9100.00 9600.00 *SECNO 100040.000 3470 ENCROACHMENT STATIONS= .0 9900.0 TYPE= 1 TARGET = 9899.999 100040.000 23.05 .51.35 .00 .00 451.38 .03 .17 .30 445.70 100000.0 43022.5 7666.3 49291.1 29223.3 3118.4 46772.0 8791.8 960.4 443.00 1.07 1.47 2.46 1.05 .070 .060 .090 .000 429.30 1000.00 .000228 760. 760. 760. 2 0 0 .00 8900.00 9900.00 *SECNO 103060.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 EXISTING FEMA /CO£ CROSS SECTION 103060.000 22.38 452.08 .00 .00 452.15 .06 .76 .01 449.60 111400.0 23317.8 10144.9 77937.3 12376.5 2652.7 45317.6 11751.5 1360.7 447.50 1.34 1.38 3.82 1.72 .070 .060 .090 .000 430.00 1020.69 .000782 1350. 3020. 1775. 2 0 0 .00 9270.24 10290.93 * SECNO 104880.000 3265 DIVIDED FLOG 1SAPR92 15:30:18 PAGE 33 SECNO DEPTH CWSEL CRIWS WSEIK EG HV ML OLOSS L-SANK ELEV Q ;4L08 QCH QR08 4LOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE xLOBL XICH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 ADDED XSECTION (FILL ADDED FOR VILLEGES OF COPPELL) 104880.000 32.97 452.97 .00 .00 453.10 .13 .73 .02 453.50 111400.0 4007.4 96o2.1 97730.5 2524.5 2138.9 35840.1 12698.4 1517.0 452.00 1.43 1.59 4.52 2.73 .070 .060 .033 .000 420.00 1202.58 .001027 1060. 1810. 715. 2 0 0 .00 7431.29 8860.35 *SECNO 105000.000 3265 DIVIDED FLOW ADDED XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) 105000.000 33.16 453.16 .00 .00 453.29 .12 .19 .00 453.50 111400.0 4392.6 9627.1 97330.3 2757.1 2181.4 36527.8 12811.3 1537.5 452.00 1.44 1.59 4.41 2.67 .070 .060 .083 .000 420.00 1186.92 .001526 120. 120. 120. 2 0 0 .00 7469.50 8863.24 * SECNO 105500.000 ADDED XSECTION (FILL ADDED FOR VILLAGES OF COPPELL) 105500.000 33.96 453.96 .00 .00 454.05 .09 .76 .00 453.50 111400.0 6069.6 9459.4 95871.0 3874.5 2356.7 42297.9 13403.5 1635.1 452.00 1.51 1.57 4.01 2.27 .070 .060 .090 .000 420.00 1148.62 .001155 305. 500. 000. 2 0 0 .30 8114.58 9263.20 * SECNO 10680.000 3470 ENCROACHMENT STATIONS= .0 3300.0 TYPE= 1 TARGET= 8279.999 106080.000 34.33 454.33 .00 .00 454.39 .05 .33 .00 453.50 77400.0 5576.3 7596.5 64227.1 4427.8 2438.6 38931.9 13716.3 1696.4 452.30 1.56 1.26 3.12 1.05 .070 .060 .090 .000 420.00 1139.46 .00J605 355. 580. 340. 2 0 0 .00 7160.54 8300.00 *SECNO 110580.000 3280 CROSS SECTION 110580.30 EXTENDED 6.45 FEET 15APR92 15:30:18 PAGE 34 SECNO DEPTH CWSEL CRIWS WSELK EG HV Hl OLOSS L -BANK ELEV Q SLOB QCH QROB ALOB AGM AROB VOL TWA R-dANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL xLCH XLOBR ITRIAL IOC ICONT CORAR TOPwID ENDS? 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.93 3470 ENCROACHMENT STATIONS= 4600.0 11930.0 TYPE= 1 TARGET= -4600.000 110580.000 31.48 455.48 .00 .00 455.50 .03 1.11 .00 449.50 77400.0 37225.1 9697.3 30477.6 33552.4 4800.5 23848.6 18000.2 2236.2 448.00 2.34 1.11 2.02 1.28 .070 .060 .070 .000 424.00 4600.00 . 000178 1700. 4500. 4300. 3 0 0 .00 7330.00 11930.00 * SECNO 110720.000 3205 DIVIDED FLOW 3280 CROSS SECTION 110720.00 EXTENDED 6.21 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110720.000 29.11 455.51 .00 .00 455.54 .03 .03 .J0 458.00 774u0.0 48098.8 9211.3 20034.9 33538.0 5527.0 14142.6 18185.7 2259.9 457.70 2.37 1.43 1.07 1.42 .075 .060 .075 .030 420.40 2313.00 . 000350 143. 140. 140. 2 0 0 -62.44 7419.04 10080.00 * SECNO 110750.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110750.00 EXTENDED 6.21 FEET 3370 NORMAL BRIDGE, NRO= 2 MIN ELTRD= 457.70 MAX ELLC= 455.50 110750.000 29.12 455.52 .00 .00 455.55 .03 .01 .00 453.00 77400.0 48108.0 9202.0 20090.0 335 5527.0 14160.7 18222.3 2265.0 457.70 2.37 1.43 1.06 1.42 .075 .060 .075 .000 426.40 2318.00 . 000348 30. 30. 3u. 0 0 0 -65.50 7419.20 10080.00 *SECNO 110790.000 15APR92 15:30:18 PAGE 35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q JLOB JCH QROB ALle ACH AROB VOL TWA R -SANK ELEV TIME VLOB VCH VRO8 XNL XNCH XNR WTN ELMIN SSTA SLOPE xLObL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENLIST 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = .42 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 IH 35E 110790.000 28.94 455.34 .30 .00 455.78 .44 .J3 .20 453.50 77400.0 16677.9 35339.4 25382.7 4221.6 5577.1 5719.4 18253.9 2269.0 458.50 2.37 3.95 6.34 4.44 .075 .060 .075 .000 426.40 5142.74 .002020 4J. 40. 40. 4 0 0 .00 1461.78 11766.32 *SECNO 110910.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 458.50 MAX ELLC= 455.40 110910.000 29.31 455.71 .00 .00 456.08 .37 .28 .02 458.50 77400.0 20479.6 2607C.6 33849.8 4403.9 5599.7 5928.8 18297.2 2273.1 453.50 2.38 4.55 4.66 5.20 .075 .060 .075 .030 426.40 5139.93 .002678 120. 120. 120. 2 0 0 - 122.93 1478.70 11767.13 * SECNO 110930.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110930 .30 EXTENDED 6.57 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 2.91 3370 NORMAL BRIDGE. NRO= 2 MIN ELTRD= 456.50 MAX ELLC= 455.70 110930.030 29.77 456.17 .30 .00 456.19 .03 .31 .10 455.50 77400.0 36167.8 7418.7 33813.5 29370.4 4051.1 24287.9 18314.1 2275.4 458.20 2.38 1.23 1.33 1.39 .075 .060 .075 .000 426.40 2451.30 .000316 23. 20. 20. 2 0 0 -297.51 8437.75 11204.00 15APR92 15:30:18 PAGE 35 THIS RUN EXECUTED 154PR92 15:30:42 ** MoC-2 WATER SURFACE PROFILES Version 4.6.0:° February 1991 * * * ** NOTE ASTERISK ( *) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK OF THE TRINITY SUMMARY PRINTOUT SECNO (4 CWSEL DIFWSP DIFWSX CRIWS ELTRO ELMIN HV HL SSTA ENOST 99230.000 12600.00 443.00 .00 .41 .00 .00 423.00 .05 .39 660.05 9471.57 99280.000 22900.00 444.44 1.45 .35 .00 .00 429.00 .04 .34 631.10 9473.22 99280.000 31100.00 445.30 .36 .31 .00 .30 428.00 .03 .31 613.93 9474.20 99240.000 38800.00 446.01 .71 .28 .00 .00 428.00 .03 .28 599.73 9477.93 99230.000 46600.00 446.62 .61 .27 .00 .00 423.00 .J3 .27 587.56 9600.00 99230.000 55000.00 447.23 .61 .26 .00 .00 423.00 .33 .26 575.34 9600.00 99280.000 100000.00 451.18 3.95 .14 .00 .00 423.00 .03 .14 500.00 9o00.00 100040.000 12600.00 443.37 .J0 .37 .00 .00 423.30 .03 .35 10o9.32 9737.00 100040.000 22900.00 444.78 1.42 .34 .00 .00 428.30 .J3 .33 1026.64 9733.51 100040.000 31100.30 445.62 .84 .32 .30 .00 423.30 .03 .31 1023.08 9739.56 100040.000 38900.00 446.31 .o9 .30 .00 .00 423.30 .03 .29 1020.13 9752.17 100040.000 46600.00 446.91 .60 .29 .00 .00 423.30 .33 .29 1017.55 9776.18 100040.000 5500).00 447.52 .60 .28 .00 .00 429.30 .03 .23 1014.93 9900.00 100040.000 100000.00 451.35 3.83 .17 .00 .00 423.30 .03 .17 1000.00 9900.00 * 103060.000 17200.00 445.54 .00 2.17 .00 .00 430.00 .20 2.28 1465.38 9467.07 * 103060.000 28300.00 446.44 1.10 1.30 .00 .00 430.00 .16 1.95 1225.24 9917.48 * 103060.000 36200.00 447.28 .53 1.66 .00 .00 430.00 .13 1.73 1182.38 10004.68 * 103060.000 4510).00 447.00 .58 1.55 .00 .00 430.00 .12 1.61 1152.70 10105.01 * 103060.000 52600.00 448.36 .50 1.44 .00 .00 430.00 .10 1.49 1143.74 10156.31 * 103060.000 61103.00 443.37 .51 1.35 .00 .00 430.00 .39 1.40 1139.08 10192.19 * 103050.000 11140u.00 452.48 3.21 .73 .00 .00 430.00 .36 .76 1020.69 10297.93 * 104830.000 1720).00 447.23 .00 1.69 .00 .00 420.00 .08 1.56 2o74.79 8845.34 * 104830.000 28300.00 448.40 1.17 1.76 .00 .00 420.00 .08 1.68 2278.45 8847.11 104840.000 3620).00 448.99 .59 1.71 .00 .00 420.00 .39 1.67 2271.09 8847.98 104880.000 45100.00 449.53 .55 1.68 .00 .00 420.00 .11 1.66 2264.12 8848.90 104630.000 52600.00 449.95 .42 1.59 .00 .00 420.00 .11 1.60 2253.30 8849.43 104830.000 51100.00 450.39 .44 1.52 .00 .00 420.00 .12 1.54 1409.97 8950.08 * 104880.000 111400.00 452.97 2.58 .89 .00 .00 420.00 .13 .93 1202.58 8860.35 15APR92 15:30:18 PAGE 37 SECNO C CWSEL LIFWSP DIFWS '.RIWS ELTRO ELMIN MY ML SSTA ENDST 105'J..000 17200.00 447.35 .00 .12 .00 .00 420.00 .07 .11 2673.94 8847.52 105000.000 28300.00 448.55 1.20 .15 .00 .00 420.00 .08 .15 2276.63 8849.33 105000.000 36200.00 449.16 .61 .17 .00 .00 420.00 .09 .17 2269.39 8950.24 105000.000 45100.00 449.73 .57 .19 .00 .00 420.00 .10 .19 2261.56 8351.09 105000.000 52600.00 450.16 .43 .21 .00 .00 420.00 .11 .20 1426.74 8851.75 105000.000 61100.00 450.61 .45 .22 .00 .00 420.00 .11 .21 1391.81 8352.40 105000.000 111400.00 453.16 2.56 .20 .00 .00 420.00 .12 .19 1186.92 8863.24 1055)0.000 17200.00 447.90 .00 .55 .00 .00 420.00 .05 .52 2284.96 8639.31 105500.000 28300.00 449.21 1.31 .65 .00 .00 420.00 .05 .63 2263.29 8543.62 105500.000 36200.00 449.68 .67 .72 .00 .00 420.00 .06 .69 2259.74 8645.63 105500.000 45100.00 450.51 .63 .78 .00 .00 420.00 .06 .75 1399.17 8647.53 105500.000 52600.00 450.98 .47 .93 .00 .00 420.00 .07 .78 1361.34 8648.95 105500.000 61100.00 451.47 .49 .86 .00 .00 420.00 .J7 .82 1322.37 8650.41 105500.000 111400.00 453.96 2.49 .80 .00 .00 420.00 .09 .76 1148.62 9263.20 * 106080.000 12000.00 448.24 .00 .38 .00 .00 420.00 .05 .38 2280.07 8300.00 106080.000 20000.00 449.57 1.29 .37 .00 .00 420.00 .04 .35 2263.64 8300.00 106080.000 25700.00 450.5 .68 .37 .00 .00 423.00 .04 .35 1420.03 8300.00 106080.000 31600.00 450.89 .64 .38 .00 .00 420.00 .04 .36 1368.74 8300.00 106080.000 37000.00 451.37 .48 .39 .00 .00 420.00 .04 .36 1330.29 8300.00 106090.000 43003.00 451.86 .49 .39 .00 .00 420.00 .34 .36 1290.37 8300.00 106060.000 77400.00 454.33 2.47 .37 .00 .00 420.00 .05 .33 1139.46 8300.00 * 110560.000 12000.00 449.45 .00 1.17 .00 .00 424.00 .01 1.12 5246.11 11930.00 * 110560.000 20000.00 450.68 1.23 1.11 .00 .00 424.00 .01 1.08 4600.00 11930.00 * 110580.000 25700.00 451.36 .68 1.12 .00 .00 424.00 .01 1.08 4600.00 11430.30 * 110580.000 31600.00 452.00 .54 1.11 .00 .00 424.00 .01 1.08 4600.00 11933.00 * 110530.000 37000.00 452.5u .50 1.13 .00 .00 424.00 .J2 1.10 4600.00 11930.00 * 110560.000 43000.00 453.01 .51 1.15 .00 .00 424.00 .02 1.12 4600.00 11930.00 * 110580.000 77400.00 455.48 2.47 1.14 .00 .00 424.00 .03 1.11 4600.00 11930.00 110720.000 12000.00 449.47 .00 .02 .00 457.70 426.40 .02 .02 2318.00 10078.55 110720.000 20000.00 450.70 1.23 .02 .00 457.70 426.40 .02 .03 2318.00 10080.00 110720.000 25700.00 451.39 .68 .02 .00 457.70 426.40 .03 .03 2318.00 10080.00 110720.000 3160).00 452.02 .64 .02 .00 457.70 426.40 .03 .03 2319.00 10080.00 110720.000 37000.30 452.52 .50 .02 .00 457.70 425.40 .03 .03 2313.00 10080.00 110720.000 43300.00 453.03 .51 .02 .00 457.70 426.40 .03 .03 2318.00 10080.00 110720.000 77400.00 455.51 2.47 .03 .0G 457.70 426.40 .03 .03 2313.00 10080.00 110750.000 1200).00 449.48 .00 .01 .00 457.70 425.40 .02 .01 2318.00 10073.56 110750.000 20000.00 450.71 1.23 .01 .00 457.70 426.40 .02 .01 2313.00 10080.00 110750.000 25700.00 451.39 .68 .01 .00 457.70 426.40 .03 .01 2319.00 10080.00 110750.000 31603.00 452.03 .64 .01 .00 457.70 426.40 .03 .01 2313.00 10080.00 110750.000 37003.00 452.53 .50 .01 .00 457.70 425.40 .03 .01 2313.00 10080.00 110750.000 43000.00 453.04 .51 .01 .00 457.70 426.40 .03 .01 2318.00 10080.00 110750.000 7740).00 455.52 2.48 .01 .00 457.70 426.40 .03 .01 2318.'30 10080.00 15APR92 15:30:18 PAGE 38 SECNO J CwSEL OLFwSP OIFWSX GRINS ELTRO ELMIN HY ML SSTA ENOST 110790.000 12000.00 449.47 .J0 .00 .00 458.50 426.40 .05 .01 5162.10 11753.29 * 110790.000 20000.00 450.69 1.22 -.02 .00 458.50 426.40 .09 .02 5159.12 11755.98 * 110790.000 25700.00 451.36 .67 -.03 .00 458.50 426.40 .12 .02 5157.46 11757.46 * 110790.000 31600.00 451.99 .62 -.04 .00 458.50 426.40 .16 .02 5155.93 11758.86 * 110790.000 37000.00 452.47 .49 -.06 .00 458.50 426.40 .19 .02 5154.74 11759.94 * 110790.000 43000.00 452.97 .49 -.08 .00 458.50 426.40 .23 .02 5153.52 11761.04 * 110790.000 77400.00 455.34 2.38 -.17 .00 458.50 426.40 .44 .03 5142.74 11766.32 110910.000 12000.00 449.52 .00 .05 .00 458.50 426.40 .05 .05 5162.01 11753.37 110910.000 2000).00 450.77 1.25 .08 .00 458.50 426.40 .09 .08 5158.92 11756.16 110910.000 2570).00 .51.47 .69 .10 .00 458.50 426.40 .12 .10 5157.22 11757.70 110910.000 31600.00 452.11 .64 .12 .00 458.50 426.40 .15 .12 5155.64 11759.13 110910.000 37000.00 452.61 .50 .14 .00 458.50 426.40 .18 .13 5154.39 11760.25 110910.030 43000.00 453.13 .51 .16 .00 458.50 426.40 .22 .15 5153.13 11761.40 110910.000 77400.00 455.71 2.58 .37 .00 458.50 426.40 .37 .28 5139.93 11767.13 110930.000 12000.00 449.52 .00 .00 .00 456.50 426.40 .06 .01 3300.43 10487.39 110930.000 20000.00 450.82 1.29 .05 .00 456.50 426.40 .06 .01 2451.00 10767.53 * 110930.000 25700.00 451.56 .74 .10 .00 456.50 426.40 .05 .01 2451.00 11009.31 * 110930.000 31600.00 452.25 .69 .15 .00 456.50 426.40 .05 .01 2451.00 11204.00 * 110930.000 37000.00 452.30 .55 .19 .00 456.50 426.40 .04 .01 2451.00 11204.00 * 110930.000 43000.00 453.37 .56 .24 .00 456.50 426.40 .04 .01 2451.00 11204.00 * 110930.000 77400.00 456.17 2.80 .46 .00 456.50 426.40 .33 .01 2451.00 11204.00 15APR92 15:30:18 PAGE 39 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 93670.000 PROFILE= 1 CRITICAL DEPTH ASSUMED WARNING SECNO= 93730.003 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9 3730.00J PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.300 PROFILEE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.700 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.003 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINL, SECNO= 93310.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.003 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE wARNING SECNO= 93810.30'3 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.300 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93310.700 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.003 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.700 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103360.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.300 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 133060.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103360.300 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 104880.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 104580.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 104380.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 106080.00J PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110530.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE wARNING SECNO= 110583.303 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.003 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.300 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110580.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE AR 1 10 "iJ -IL -"AN - irSI ICE G f 4ARN4,,, .)ECN „- .10750. „J0 C0..,.ANC.. ANGE .SID. - -:EP1- RA,. -. WARNING SECNO= 110790.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 15APR92 15:30:18 PAGE 4J WARNING SECNO= 110790.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110790.003 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110930.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 110980.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.003 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE = 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINt SECNO= 113090.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 113090.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 28JAN92 17:35:44 PAGE 31 WARNING SECNO= 113090.900 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINb StCNO= 113090.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING StCNO= 113090.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ELM FORK TRINITY RIVER AND DENTON CREEK VILLAGES OF COPPELL PHASES 3 & 4 H. EXHIBITS EXHIBIT "A" VICINITY MAP EXHIBIT "B" RECLAMATION PLAN EXHIBIT "C" CROSS SECTIONS EXHIBIT "D" WATER SURFACE PROFILES EXHIBIT "E" CITY LIMITS MAP EXHIBIT "F" FIRM MAP s e a n ° d 101/ 4/ nv d a ! .9 . �, r� t e.4. , ...j ti4 H Pe en�o� D•foreat Drive / SUBJECT TRACT E. � „�I Trinity B1va' • - Ri Ywa Per Par at v p 1••• \. c r 1111 (/ 1 : g Sandy Lake i li PI I ..- El 0 I )) , el '. Road EXHIBIT "A” w 490 T TTTI - 1 111 I 11 1 - 1 - 1 I 1 1 1 ITT - ITT - I 11 1 1 1 1 TT 1 1 TTfT " flT 1111 iTTTT - M 1 "TTT'1 TT - I "1 "1 11 "I T T ITT+ - T"1 1 1 1 1 1 - 1 1" I FT TT 1 1 1 1 1 TTt 490 T _ z - Y..-- - 480 1 -- 480 _ 6 ' _ § 'I' _ 1 - _ _--- -_._ -� 470 470 - -- - -- - -- - -- -- _- -_ -- _. -- .- ,. - _____ __., --- - _ SPF- WATER SJRFACE _ - - 100- WATER SJRFACE 3 .- 50 -YEAR WATER SJRFACE 1 ______ 11 - 10 -YEAR WATER SJRFACE 460 ' J - j- -'460 I --TT 2 - __ _ -- 450 • 450 - • - ---- -- • - - - = _ --- ( - w ' --- _ =_ ( : IL 41■11■ -- 1 _ z Z = 1 / ( - 440 5 440 _ Q IA _ � 1 - w . w _ _ - 430 430 - - -- -� _ '` 1 1 1 ' I - - - I I 1 - LI '; (XD 0 OD 0 w COC n 0 D -O 7 420 420 c `- ;. OC O 0 r 0 - o _ o 0 O o - Cr) o 1- .- _ r _ 410 410 = • - WATER SURFACE PROFILE PLOT 10 -,50- ,100 -,k SPF EVENTS ELM FORK, COPPELL. 400 400 �lIII1I111- 111111 Illllllll 111 111111_IIIIIIIIll111111111 - 111111111 1 tit IIIIi_111111I1! 11111111 IIII 1 11 O IIIII11IIIIII 1 990 1000 1010 1020 1030 1040 1050 1060 1070 1080 DISTANCE IN FT /100 ,.,._ • 490 1 'a 490 J11111 C211 1 1 1 1 1 1 1 1 111111111 111111111 111111111 111111 111 - 11 111111 1 111111111 111111111 11 1111111 111C1 1111 111111111 11111 ` _ _ 480 480 _ I, 1 1 ( j _ • I _ w � 1 j _ 470 W _____ 470 50 —YEAR WATER SURFACE L _ " I 103 —YEAR WATER SPACE{ _ — 50 —YEAR WATER SURFACE = L _ 1D —YEAR WATER SURFACE . l — 460 460 '— J 1 � I - .-. • rte.. 2 _ _• _ - - - -- '- __ - — -j _ — __ _ —450 450 ..__., 1 _ i — 1� — 1 = Z L = _ 440 • 440 = Q . _ i W -_ »fi �_ _'� i�� � - 430 W ! J _ 430 _ I 1 1 _ _ I I o _ 0 0 o 0 1 - • f p O N N N 1 N to II — N N i 420 L_ 420 7 oo ; °' i _ _ j _ _ _ 410 L 410 - -_ — _.____— _ - -. _ __— _. - - - - -- -. --- ----- -• - - -- - __. �'_.' —. WATE�2 SURF ACE PROFILE P L T ' 10 --,50— .100 —.k 500 —YEA _ L = 1 DENTDN CREEK, ELL.TEX•S L._ , { [ _ 400 I I_Ll.l .l l 185.0 1 1 . 1 I 111 _1L1 1 1 1 1 1 1 1 1 1 1.-LL�_LL1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 11111 1 1 1 1 1_1_1 1 1 1_LLI 1 1 1 1 1 1 1 1 1 1 1_I 1 1 1 1 1 LL LLLJ_LLL JJJ C 400 180.0 185.0 190.0 195.0 200.0 205.0 210.0 215.0 220.0 225.0 230.0 235.0 240.0 245.0 250.0 DISTANCE IN FT /100 — i ! ! .--**- \..........._._--..„„N 1 ND I / I .....• iswisvILLE,1 STREET FLOODING IL i. • • AT/ \\ / ____r_ 1 , L • y TRIBUTARIES '..--- 9 0 —...... , , , ,,, CHANNEL t, I ./ \. '....N..-........ DEFICIENCIES INFRASTRUCTURE ...„,./'_,_ ___1 N....__ i .• \\ , 0 ........7- - CI — LOCAL (;) •-■ ..:...•* , ■ ,:\ ---.- _ • I I CD CBW , e C99°- .. \-14,.--,-1-1 ■1 wr c_......„) , TRIBUTARIES 0 CHANNEL 0 . . ,.-, 1 ____,43-- , _ Q , f/2 . Wil -.,_ l) CREEK STUDY _.`. 9 SELECTED 0 CARROLLTON 1.•■,,‘ TRIBUTARIES I / 01. ,..„..,,..„ / \ ' .Q. •' I i C r t ,,,,S -:---tt, —.-----__ C ' Orro 'i 0 LINE , ‘;',:t4-J- • Li 4-, .1)1- 1111 .Av \ . (;), Pri r m z 1 , .. . I- z ) il ad .... t 0 A - ....._ . , • SANDY LAK : • a _ _ =4 r --- I -Wil ' — I - 111' IN NI _ A ......... " ■ k. - - . . ' \ •/ — . -- -- F4 v., • _....,, .,...i_, • / r __.. __ ,,, wir . • / 1 -. ..-...,,,..\ , 0 • \ .°C l'" t. 1 '''' .■ ' 9' A ... .. di ../ -- 0 i 47: kk; 11.11 ,opm• • -..' - 1--- ,%-\,,-,;" -4 I - - -91 - I. _ *Ade / c, _______ ' 7 ._____...,,,Aiz.,.. 9 -74) NNW . . . .. .2"4:-.:.-(-7,i411`_80Aiy... • • ..\-3.7--)---.----• 7 , . ... , ....... _ . 1 . .... - \ 'f• ...._, .. Go ' \ ... 11/4' (1* cs, GRAPEVINE .....___ til . . , .. /Aft .... a . . ; V '' . . . .• IRVINE t 4; cc - • LU ---- '■. a .. 1 -J I- AS )\‘‘,.\ / / 0 DALLAS —, --,--,--.0.,-, % _../11,.• - \ , i f '.-- i j if \\v..„........„..‘ ....... . iv • • . \ • i • - . . . ,a . )zorsiEN• • • • • , . . .. .. ., . -. II■11 “it:ir4.11,10444+11 DENTON COUNTY 02 . ...VW , ' :.", • 4 :11 1.4 01 7 44. 47 0 , 4 " . , irk.14■06, DALLAS COUNTY . . ,/..A4c0V. ELEVATION REFERENCE MARKS ,- 4 C 4 fri-Nr. ' ‘Te : ' 404 -v R v irtP-it - 4.. 0,i, . ), ' ilia, - f;tt: .;:it' + ' ( A v *•-•-.- Tift N ' ...- 'Vb. ■ "1 1_ 44 f •) •••• ex,,t..t.,.. 7 4 0 REFERENCE ELEVATION DESCRIPTION OF LOCA ; • im , - - ' Ai ' i '-,-- •,• * - • . 4i,■ 4 MARK IN FT. INGV131 4 •- ' .; . .1 1 - fe' l / 4 • i ..( 1 . ft-, 1 .0-• -- ...' ." \IT, . . . 4 . ., 1 . , ., _ . c . . • 4 - i -‘4;1 •*. k N L: Vi ' at i A. .. . , . . • ' . .` -. s' ' ;1%)41,4-pi.r.,..%;.,....., ITS RM 196 t 11 1 ,. ' . 467.22 Chiseled square on top of wheel giffl• 1 • of bridge on Denton Tap Road ovf., r_ t ''' : y.s.t t..., •,- ' .12 sl-A , 4 i 1 1/7 F.artr a .,.. i.•-'= -- - • .', --. •,.....,.... .,. . 4 ,,,, : -. -/.. -•• • 0.:',-..i.At.4.•,* ,'• -. ■ r-414:,- v Jk„, . • i* ('''' .s.w..,- -.4, ti ,,, • i , /} F I-GICA715L6 ' 1 4 -ViMizfA I..,'• ' ' 1 ' -., .-,'P - - .- 4•9t 9 q4if, .., ' ‘ RM 197 483.50 Chiseled square on top of wing wall .it s bridge on Sandy Lake Road ovur Cott,. 0 - 1 WC ••- I, t lith.• • te, • • P All ZONE X • 4 N. . 4 4. *Mix . - ,... . (, 1 V ... • V.P14% - . r .• Chiseled square on top of wheel (j: JO r 0 . e, ;.; - RM 198 46.91 I t , ' - --iir ".L.v.s, '..,,, --. 'E../..IST. Ft-ccovVies:( of bridge on Belt Line Road °y --\_,A* DE FOREST RO_A____D ._,.. . ._, , _____, ;....„.. .• .1- ."1 . . • . • I 1WrZilies'ff RM 199 487.17 Chiseled square on top of wheel qua. ! , BRACEBRIDGE . .; ., 4 . of bridge on Denton Tap Road over sr 11 51 - 'I '' , - - DRivEii • • Lups • c RAINTREE ) II rt i SAW A n i CIRCLE I 1 i . _.: - ..--‘ ,• se... ilvE I \ - • • 1 ,‘ •••....:. - -- - ......z ,, rt RM 200 510.71 Chiseled square on top of wheel ,j1,.) ; __,A ,, t :1 _ .. - 1‘.. .. I . I . : ' .., .., - II \‘, - --..; , .-_- ,1 -- CHESHIRE -. , .. A ...„..,0;" of bridge on Coppell Road over Grm .•,• \`''(r - 9 . ,,,.,• r, -•N _.„ DR : „ , q, .. . . _.:, \ ...,, ./ , ) / t, _ -- - c • .. ,t. . '...,.. '--- ./.. ••-•'.;. // ,i ...H_AISSIN RM 201 478.80 • Standard U.S. Geological Survey dick , ,, .,.., 10 Ark . 8 ,\O i l .....;... Ou • / . f -- : /1 .•/' PLA , • set in east end of north abutment of In ' V V\\. L . 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