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FS9904-SY 990923
Conditional Letter of Map Revision (CLOMR) for Denton Creek Schreiber Tract Coppell, Texas Prepared For: Payne Family Interests 5400 Renaissance Tower 1201 Elm Street Dallas, Texas 75270 Prepared By Kimley -Horn and Associates, Inc. Suite 1800 12700 Park Central Drive Dallas, Texas 75251 (972)- 770 -1300 0 August 1999 Kimley -Horn ❑� and Associates, Inc. Conditional Letter of Map Revision (CLOMR) for Denton Creek Schreiber Tract Coppell, Texas Prepared For: Payne Family Interests 5400 Renaissance Tower 1201 Elm Street Dallas, Texas 75270 Prepared By: Kimley -Horn and Associates, Inc. Suite 1800 12700 Park Central Drive Dallas, Texas 75251 (972)- 770 -1300 Payne Family Interests 0 August 1999 Kimley -Horn ❑� and Associates, Inc. Payne Family Interests Table of Contents 1 Introduction ............................................................................................................................ ..............................3 1.1 Authority ............................................................................................................................. ..............................3 1.2 History ................................................................................................................................ ..............................3 1.3 Purpose of Study ................................................................................................................. ..............................3 1.4 Location .............................................................................................................................. ..............................4 1.5 General Site Characteristics ................................................................................................ ..............................4 1.5.1 Topography ................................................................................................................ ..............................4 1.5.2 Geotechnical Information .......................................................................................... ..............................4 1.6 Methodology ....................................................................................................................... ..............................4 1.7 Results ................................................................................................................................ ..............................4 2. Hydrology ............................................................................................................................... ..............................5 2.1 Method Description ............................................................................................................ ..............................5 2.2 Model Description .............................................................................................................. ..............................5 3. Hydraulics ............................................................................................................................... ..............................6 3.1 Method Description ............................................................................................................ ..............................6 3.2 Work Study Maps ............................................................................................................... ..............................6 3.3 Parameter Estimation .......................................................................................................... ..............................6 3.3.1 Roughness Coefficients ............................................................................................. ..............................6 3.4 Cross Section Description .................................................................................................. ..............................7 3.4.1 Duplicate Effective Model ......................................................................................... ..............................7 3.4.2 Corrected Effective Models ....................................................................................... ..............................7 3 .4.3 Post Project Models ................................................................................................... ..............................7 3.5 Floodway Modeling ............................................................................................................ ..............................8 3.6 Storage ................................................................................................................................ ..............................8 3.7 Final Results ....................................................................................................................... ..............................8 3.7.1 Hydraulic Analysis Results ........................................................................................ ..............................8 3.7.2 Verification of Results ............................................................................................... ..............................9 4. References .............................................................................................................................. .............................12 Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL 1 \ PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc ❑ � ❑ Kimley -Horn and Associates, Inc. Payne Family Interests Appendix A: HEC -2 Models Duplicate Effective Models: - Duplicate Effective Floodplain - Duplicate Effective Floodway - Duplicate Effective Ultimate Conditions Corrected Effective Models: - Corrected Effective Floodplain - Corrected Effective Floodway - Corrected Effective Ultimate Conditions Post Project Models: - Post Project Floodplain - Post Project Floodway - Post Project Ultimate Conditions Storage Models - Corrected Effective Storage - Post Project Storage Appendix B: Exhibit Maps, Stream Profiles, and Cross - Sections Appendix C: FEMA Forms Appendices List of Tables Table Manning's "n" Values ........................................................................................................ ..............................6 Table 2: Comparison of Culmulative Volume /Storage for Ultimate ............................................... ..............................8 Table 3: Comparison of Water Surface Elevations for Existing Discharges ................................... ..............................9 Table 4: Summary of Corrected Effective and Post - Project Hydraulics for Existing Discharges ... ..............................9 Table 5: Comparison of Water Surface ELevations for Utimate Discharges ............................... .............................10 Table 6: Summary of Corrected Effective and Post Project Hydraulics for Ulitimate Discharges .............................10 Table 7: Floodway Data Table — Post Project ....................................................... .............................11 Table 8: Floodway Comparison Table .............................................................. .............................11 This document, together with the concepts and designs presented herein, as an instrument of services intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley - Horn and Associates, Inc. shall be without liability to Kimley -Horn and Associates, Inc. Schreiber Tract (Denton Creek) \ \RANGER \VOL 1 \PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc August 1999 -2- Kimley -Horn and Associates, Inc. Payne Family Interests 1.1 Authority Introduction Mr. Robert B. Payne, Sr. of Payne Family Interests retained the services of Kimley -Horn and Associates, Inc. for the evaluation of floodplain impacts to the Schreiber Tract located east of State Highway 121 and north of Denton Creek. This report will describe the overall characteristics of the proposed channel improvements to Denton Creek and the associated adjustments to the floodplain. It will also include all supporting technical documentation for the floodplain delineation. Acting on behalf of the client, contacts for the study are as follows: Roy Wilshire, P.E. William G. Pembroke, P.E. Michelle Evans, E.I.T. Kimley -Horn and Associates, Inc. 12700 Park Central Drive, Suite 1800 Dallas, Texas 75251 1.2 History Denton Creek and its watershed are located in portions of Dallas, Tarrant and Denton Counties. Denton Creek is a tributary of The Elm Fork of the Trinity River. Denton Creek encompasses a total drainage area of 719 square miles, with a current 100 -year discharge of 23,083 cubic feet per second (cfs). This drainage area includes the Grapevine Lake drainage area of 695 square miles. The remaining 24 square mile drainage area includes portions of the cities of Grapevine, Flower Mound, Lewisville, Carrollton, and Coppell. Also included is a 7 square mile watershed area draining to Cottonwood Branch, a major tributary of Denton Creek. 1.3 Purpose of Study Portions of the affected property currently lie within a Federal Emergency Management Agency (FEMA) designated Zone AE, which is an area of 100 -year flooding with base flood elevations and flood hazard Schreiber Tract (Denton Creek) \ \RANGER \VOL 1 \PROD\HYDRO \projects \06309306 \4ths ubm \Report\denton2. doc August 1999 -3- CI M FI Kimley -Horn IIIIIIIIIIIIIIIN and Associates, Inc. Payne Family Interests factors determined. The remaining portion of the property is designated as Zone X, which is an area outside the 100 -year floodplain. The purpose of this study is to quantify the portion of the site which can be reclaimed from the 100 -year floodpla.in and to request a Conditional Letter of Map Revision based on the results of this analysis . 1.4 Location The site is located near the northeast corner of the intersection of SH 121 and Denton Creek. The site is bounded by SH 121 to the west, SH 121 Bypass to the north, Denton Creek to the south, and undeveloped property to the east (see Appendix B). 1.5 General Site Characteristics 1.5.1 Topography The upland areas of the site are vegetated with medium to dense brush and trees along with some grassy open areas. The low -lying areas adjacent to the channel are a combination of light to medium brush and trees. The existing Denton Creek channel varies in bottom width from 20 to 30 feet with side slopes from 1:1 to 2:1 and is moderately eroded throughout the property. 1.5.2 Geotechnical Information Soils within the site are primarily of the Frio and Bastrop series which consist of clays and loams 1.6 Methodology This flood study was completed using standard hydrologic and hydraulic methods. The hydrologic values were obtained from the effective FEMA hydraulic models. These values are based on an existing watershed. Hydraulic conditions were modeled using the standard methods for the City of Coppell and the HEC -2 computer model. Details of this methodology are provided in the following chapters of this report. 1.7 Results The limits of flooding for the 100 -year flood event are shown in Appendix B. Schreiber Tract (Denton Creek) \ \RANGER \VOL I\ PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc August 1999 -4- ❑�❑ Kimley -Horn and Associates, Inc. Payne Family Interests 2. Hydrology 2.1 Method Description Discharge values were obtained from the effective FEMA FIS and are consistent with the City -Wide Stormwater Management Study completed for the City of Coppell by Albert H. Halff Associates, Inc, in January 1991. 2.2 Model Description The Floodplain Models (Duplicate Effective, Corrected Effective and Post Project) discharge values within project limits: 10 year 10,000 cfs 50 year 13,800 cfs 100 year 15,600 cfs 500 year 36,200 cfs The Floodway Models (Duplicate Effective, Corrected Effective and Post Project) discharge values within project limits: 100 year 15,600 cfs The Ultimate Conditions* Models (Duplicate Effective, Corrected Effective and Post Project) discharge values within project limits: 2 year 5,645 cfs Base Flows 10,168 cfs Standard Project Flood 14,753 cfs 100 year Fully Developed 16,681 cfs 500 year 36,200 cfs * per City of Coppell Floodplain Management Ordinance No. 94639 Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL I \ PROD\ HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc -5- Kimley -Horn ❑ ❑ and Associates, Inc. 3. 3.1 Method Description Payne Family Interests Hydraulics The hydraulic models for this study are based on models approved for a LOMR at Mansions by the Lake multi - family development. The LOMR was approved in July 1999. These models can be found in Appendix A and will hereafter be referred to as the effective models. 3.2 Work Study Maps The floodplain limits for the study are shown in Appendix B. 3.3 Parameter Estimation 3.3.1 Roughness Coefficients Roughness coefficients ( Manning's "n" values) used in the hydraulic computations are the same as those in the effective models, except where proposed grading will change roughness values. A summary of the Manning's "n" values used for the proposed conditions hydraulic analysis is shown in Table 1. Table 1: Manning's "n" Values River Station Manning's "n" Value Source /Location Left Overbank Main Channel Right Overbank 349 +50 .05 -.06 .045 .055 Effective Model 357 +00 .05 -.06 .045 .055 Effective Model 362 +50 .055 -.06 .045 .04 Effective Model 369+70 .05 -.06 .045 .05 -.06 Effective Model 376 +00 .045 -.055 .045 .04 -.055 Proposed Project 378 +00 .045 -.055 .045 -.055 .04 Proposed Project 379 -90 .045 -.06 .045 .04 Proposed Project 380 +50 .045 -.06 .045 .04 Proposed Project 382 +00 .045 -.06 .045 .045 -.055 Proposed Project 385 +50 .045 -.06 .045 .045 -.05 Proposed Project 392 +90 .045 -.05 .045 .05 -.055 Proposed Project 394 +40 .055 -.06 .045 .055 -.06 Effective Model 394 +90 .045 -.055 .045 .045 -.055 Effective Model 395 +40 1 .055 .045 .05 -.055 Effective Model Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL1\ PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc -6- E _" Kimley -Horn IIIIIIIIIIIIIIIIIN and Associates, Inc. 3.4 Cross Section Description 3.4.1 Duplicate Effective Model Payne Family Interests The Existing Conditions FIS Models ( Floodplain, Floodway, and Ultimate Conditions) were obtained from Dunaway Associates. Dunaway Associates received a Letter of Map Revision (LOMR) from FEMA in July 1999 for the Mansions by the Lake multi- family development located opposite the Schreiber Tract on Denton Creek. The HEC -2 computer models obtained from Dunaway Associates were run to verify results. The three models were subsequently relabeled "Duplicate Effective Models ". Model results for the 100 year discharge, within project limits, are summarized in Table 3 with computer output files located in Appendix A. 3.4.2 Corrected Effective Models The Duplicate Effective Models were revised slightly by moving the NC record before the NH record at sections 39290, 39440, 39490, 39540, and 40650. Also, the ultimate conditions model was revised to incorporate changes made by Dunaway Associates for the Mansions by the Lake LOMR. The ultimate conditions model obtained from Dunaway was approved as part of the CLOMR; however only the floodplain and floodway models were revised for the LOMR. In addition, cross - section data within the Schreiber Tract limits were revised to match the 1992 aerial topo. The resulting models were used to determine the baseline existing conditions 100 -year water surface elevation within the project limits. 3.4.3 Post Project Models The Post Project models are based on modifications to the Corrected Effective models to reflect proposed channel improvements. The modifications to the Corrected Effective models consist of lowering the ground points in the left overbank to an elevation of approximately 458.5 ft. from section 376 +00 to 392-90. A portion of the floodplain will be filled to approximately 467 ft. and sloped (4:1) down to the left overbank elevation of 458.5 ft. The modified overbank will be revegetated to stabilize the side slopes. Cross sections 376 +00 to 392 +90 were modified in order to properly model the proposed modifications. Model results are summarized in Tables 3, 4, 5,and 6 with computer output files in Appendix A. Tables 3 and 4 contain existing discharge data. Tables 5 and 6 contain ultimate discharge data. FEMA forms and cross section plots can be found in Appendix B. Schreiber Tract (Denton Creek) \ \RANGER \VOL 1\ PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc August 1999 -7- Kimley -Horn and Associates, Inc. Payne Family Interests year discharge for Denton Creek from cross section 369 +70 to cross section 394 +40. 3.7.2 Verification of Results The results were evaluated by comparing them with available FEMA FIS and other reports mentioned previously in this study. The results reflect no increase in the BFE's in the subject property. This is consistent with expectations and indicates the reasonableness of the overall results of this analysis. Table 3: Comparison of Water Surface Elevations for Existing Discharges River Station 100 -Year Discharge (cfs) Water Surface Elevations Duplicate Effective Corrected Effective Post - Project 369 +70 15600 464.59 464.59 464.59 376 +00 15600 465.24 465.28 465.26 378 +00 15600 465.27 465.29 465.29 379 +90 15600 465.31 465.35 465.34 380 +50 15600 465.38 465.44 465.38 382 +00 15600 465.43 465.52 465.42 385 +50 15600 465.58 465.65 465.51 392 +90 15600 465.91 465.96 465.75 394 +40 15600 465.59 465.63 465.32 Table 4: Summary of Corrected Effective and Post - Project Hydraulics for Existing Discharge River Station 100 year Water Surface Elevations Net Change in Water Surface (ft) 100 -Year Velocity Corrected Effective Post - Project Corrected Effective Post - Project 369 +70 464.59 464.59 0.0 6.31 6.31 376 +00 465.28 465.26 -0.02 2.88 3.04 378 +00 465.29 465.29 0.00 3.12 2.86 379 +90 465.35 465.34 -0.01 3.92 3.37 380 +50 465.44 465.38 -0.06 3.11 2.90 382 +00 465.52 465.42 -0.10 3.50 3.32 385 +50 465.65 465.51 -0.14 3.50 3.63 392 +90 465.96 465.75 -0.21 4.09 3.91 394 +40 1 465.63 465.32 -0.31 1 9.13 9.49 Schreiber Tract (Denton Creek) \ \RANGER \VOL 1 \ PROD \HYDRO \projects \06309306 \4thS ubm \Report\denton2. doc August 1999 -9- EM" Kimley -Horn and Associates, Inc. Payne Family Interests Table 5: Comparison of Water Surface Elevations for Ultimate Discharges River Station 100 -Year Discharge (cfs) Water Surface Elevations Duplicate Effective Corrected Effective Post - Project 369 +70 16681 464.56 465.78 465.78 376 +00 16681 466.45 466.28 466.26 378 +00 16681 466.48 466.28 466.28 379 +90 16681 - -- 466.33 466.33 380 +50 16681 466.54 466.40 466.37 382 +00 16681 466.58 466.47 466.39 385 +50 16681 466.70 466.58 466.47 392 +90 16681 466.94 466.82 466.67 394 +40 16681 466.60 466.48 466.30 Table 6: Summary of Corrected Effective and Post - Project Hydraulics for Ultimate Discharges River Station 100 year Water Surface Elevations Net Change in Water Surface (ft) 100 -Year Velocity Corrected Effective Post - Project Corrected Effective Post - Project 369 +70 465.78 465.78 0.00 5.60 5.60 376 +00 466.28 466.26 -0.02 2.66 2.85 378 +00 466.28 466.28 0.00 2.93 2.75 379 +90 466.33 466.33 0.00 3.66 3.18 380 +50 466.40 466.37 -0.03 2.87 2.76 382 +00 466.47 466.39 -0.08 3.28 3.15 385 +50 466.58 466.47 -0.11 3.28 3.44 392 +90 466.82 466.67 -0.15 3.50 3.71 394 +40 466.48 466.30 -0.18 8.78 8.98 Schreiber Tract (Denton Creek) August 1999 G:MDRO \projects\ 06309306 \4thSubm \Report\denton2.doe -10- ❑ � ❑ Kimley -Horn and Associates, Inc. Table 7: Floodway Data Table - Post Project Payne Family Interests Table 8: Floodway Comparison Table River Station Floodway Base Flood Water Surface Elevation River Station Width Section Area (ft-2) Mean Velocity W/O F W ithout odway With Floodway Increase 369 +70 916 3973 3.9 464.6 465.2 0.6 376 +00 789 6433 2.4 465.3 465.9 0.6 378 +00 621 6321 2.5 465.3 465.9 0.6 379 +90 647 5917 2.6 465.3 465.9 0.6 380 +50 661 6340 2.5 465.4 466.0 0.6 382 +00 693 6223 2.5 465.4 466.0 0.6 385 +50 664 6325 2.5 465.5 466.0 0.5 392 +90 691 6136 2.5 465.7 466.2 0.5 394 +40 593 2330 6.7 465.3 465.9 0.6 Table 8: Floodway Comparison Table River Station Corrected Effective with Floodway Post Project with Floodway Net Floodway Elevation Change 369 +70 465.2 465.2 0.0 376 +00 465.8 465.8 0.0 378 +00 465.9 465.9 0.0 379 +90 465.9 465.9 0.0 380 +50 466.0 465.9 0.0 382 +00 466.0 466.0 0.0 385 +50 466.2 466.1 _0.1 392 +90 466.5 466.3 -0.2 394 +40 466.2 465.9 -0.3 Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL 1 \ PROD \HYDRO \projects \06309306 \4thSubm \Report \denton2.doc E MPI Kimley -Horn IIIIIIIIIIIIIIIIIN and Associates, Inc. Payne Family Interests References 1. Albert H. Halff Associates, Inc. City -Wide Storm Water Management Study, Coppell, Texas, 1991. 2. Flood Insurance Rate Map, City of Coppell, Texas, Panel 480170 0010E 3. Army Corp of Engineers., User Manual for HEC -2, September 1991 4. Ven Te Chow, Open- Channel Hydraulics 1959 Schreiber Tract (Denton Creek) \ \RANGER \VOL 1 \PROD \HYDRO \projects \063 09306 \4thSubm \Report\denton2. doc August 1999 -12- Kimley -Horn ❑ ❑ and Associates, Inc. Payne Family Interests Appendix A: HEC -2 Models `M Schreiber Tract (Denton Creek) \ \RANGER \VOL 1 \ PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc August 1999 ❑�❑ Kimley -Horn and Associates, Inc. Payne Family Interests Duplicate Effective Models Duplicate Effective Floodplain Duplicate Effective Floodway Duplicate Effective Ultimate Conditions Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL 1 \ PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc E _" Kimley -Horn M and Associates, Inc. Payne Family Interests Duplicate Effective Floodplain Schreiber Tract (Denton Creek) \ \RANGER \VOL I \ PROD \HYDRO \projects\ 06309306 \4thSubm \Report \denton2.doc 1 I August 1999 ASBLTMP2.DAT + xxxxxxx++ xx+ + + +xxxxxxxxx + + + +x + +xxxx + +x + +xxx * HEC -2 WATER SURFACE PROFILES x * * Version 4.6.2; May 1991 x * * RUN DATE 16JUL99 TIME 08:28:02 + x+++ xxxx+ xxxx + + +x + +xxxxxx + + + + + +xxxxxxxxx + +x X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 ++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ASBLTMP2.DAT 16JUL99 08:28:02 PAGE 1 THIS RUN EXECUTED 16JUL99 08:28:02 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 150 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 34850 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268 +80 THROUGH 313 +35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. FQ ITRACE QT 4 12800 18200 20600 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NC .055 .055 .035 T1 DENTON CREEK - MANSIONS BY LAKE AS -BUILT MULTI -PROF DAI /RES 12/98 T2 DENTON CREEK - 10 YR DISCHARGE PROFILE FIS MBJ /BMS 6/99 45 T3 DENTON CREEK, TEXAS FILE: ASBLTMP2.IH2 700 560 700 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 2 0 0 0 0 0 0 451.01 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 1 0 -1 500 460.5 600 455.6 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 150 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 34850 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268 +80 THROUGH 313 +35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. FQ ITRACE QT 4 12800 18200 20600 36200 NC .055 .055 .035 .1 .3 X1 25530 45 2495.2 2742.67 700 560 700 X3 2494 470.0 2742 470.0 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 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 3100 GR 457.8 3240 457.8 3315 457.8 3395 457,2 3540 455.9 3620 GR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 4100 GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 4600 X1 25770 40 2495.2 2780 240 240 240 X3 2495 470.0 2780 470.0 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 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 ASBLTMP2.DAT PAGE 2 3210 16JUL99 08:28:02 3490 457.1 3515 3600 457.7 GR 456.0 2780 456.8 2845 456.8 3060 457.6 GR 457.7 3370 457.7 3420 457.3 3445 457.3 GR 457.1 3540 456 3555 456 3590 459.6 QT 4 13300 18900 21300 36200 1909.0 2360.0 NH 5 .055 2619.58 .035 2818.65 .055 2900 NH 5200 NOTE: GR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY -DAVIS FIS UPDATE CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AHHA. X1 26830 42 2619.58 3100 1030 960 1010 X3 2619 470.0 5200 470.0 GR 464.9 550 461.9 600 459.1 700 455.9 GR 451.7 1000 451.3 1100 451.2 1200 450.9 GR 452.8 1500 452.8 1600 452.4 1700 453.2 GR 453.3 2000 454.2 2100 454.4 2200 455.3 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 GR 436.5 3062 452 3100 454 3200 452 GR 452.0 3500 452 3650 452.0 3920 456.3 GR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268 +80 THRU 313 +35 FROM PROPOSED GRADING PLAN FORTHE COPPELL COMMUNITY PARK. AHRA. BEGIN PROPOSED PARK IMPROVEMENTS NH 6 .05 1060.0 .04 1241.0 .065 1444.0 NH 1634.0 .045 2761.0 X1 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 X1 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 GR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 GR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 PAGE 2 3210 457.8 3230 3490 457.1 3515 3600 457.7 4360 .035 3100 .055 800 452.9 900 1300 451.1 1400 1800 453,1 1900 2300 456 2400 2702 436.74 2738 3005 436.3 3027 3230 452 3290 4000 460 4250 .04 1521.0 .07 1113.0 436.76 1188.0 1286.0 458.7 1304.0 1468.0 436.4 1488.0 1634.0 456.0 1666.0 1889.0 453.8 2084.0 2327.0 454.0 2342.0 2683.0 459.0 2761.0 .0400 2658.0 1090.0 436.1 1137.0 1270.0 459.0 1308.0 1408.0 453.0 1420.0 1808.0 448.5 1909.0 2360.0 450.0 2460.0 ASBLTMP2.DAT 16JUL99 08:28:02 PAGE 3 NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 X1 27449 39.0 1014.0 1534.0 240 248 284 GR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 - GR 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 GR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 GR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 GR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION FIS SECTION 280 +80 'n' VALUE LOWERED THROUGH LAKE EXPANSION AREA NH 8 .05 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 Xi 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 GR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 1371.0 459.0 1426.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 GR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 2789.0 'n' VALUE LOWERED THROUGH LAKE EXPANSION AREA NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 X1 27992 42.0 1041.0 1543.0 213 309 244 GR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 446.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 GR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 GR 455.0 2587.0 460.0 2617.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 NH 2496.0 X1 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 GR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 ASBLTMP2.DAT PAGE 4 449.0 2339.0 450.0 2384.0 451.0 2437.0 36200 16JUL99 08:28:02 GR 446.6 2297.0 448.0 2319.0 GR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIS SECTION 288 +70 QT 4 13300 18900 21300 NH 8 O5 1259.0 .04 NH 1605.0 .040 1842.0 .035 X1 28492 32.0 1215.0 1605.0 GR 460.0 1215.0 460.0 1216.0 GR 437.50 1351.0 450.0 1401.0 GR 457.0 1465.0 455.0 1492.0 GR 450.0 1572.0 455.0 1583.0 GR 450.0 1735.0 449.0 1782.0 GR 448.0 2447.0 449.0 2490.0 GR 455.0 2576.0 460.0 2599.0 NH 10 .05 1321.0 .04 NH 1689.0 .040 1830.0 .035 NH 2543.0 458.0 1495.0 459.0 X1 28720 40.0 1280.0 1689.0 GR 460.0 1280.0 460.0 1281.0 GR 437.62 1415.0 450.0 1466.0 GR 459.7 1537.0 459.0 1552.0 GR 436.8 1609.0 450.0 1643.0 GR 450.0 1746.0 449.0 1758.0 GR 448.0 1985.0 449.0 2010.0 GR 446.6 2350.0 450.0 2388.0 GR 450.0 2456.0 450.0 2486.0 NH 6 .05 1339.0 .04 NH 1699.0 .040 2703.0 X1 28890 45.0 1289.0 1696.0 X3 455.0 1499.0 459.0 1516.0 GR 462.0 1289.0 460.0 1297.0 GR 437.71 1433.0 450.0 1482.0 GR 459.0 1564.0 456.0 1581.0 GR 437.1 1637.0 450.0 1666.0 GR 460.0 1709.0 455.0 1732.0 GR 448.0 1802.0 449.0 1837.0 GR 450.0 2253.0 448.0 2268.0 GR 451.0 2457.0 451.2 2459.0 GR 456.5 2555.0 453.6 2555.0 APPROXIMATE LOCATION FIS SECTION 296 +10 NH 4 .05 1318.0 .04 X1 29124 29 1264.0 1620.0 GR 462.0 1264.0 460.0 1272.0 GR 437.83 1409.0 449.5 1456.0 GR 455.0 1577.0 459.0 1620.0 GR 450.5 1705.0 451.0 1715.0 PAGE 4 449.0 2339.0 450.0 2384.0 451.0 2437.0 36200 1401.0 .065 1503.0 .04 1572.0 .07 2384.0 .040 2599.0 406 307 324 455.0 1237.0 450.0 1259.0 437.50 1309.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 1537.0 .065 1576.0 .04 1643.0 .07 1945 .040 2150 .035 2350 .04 173 338 228 455.0 1301.0 450.0 1321.0 437.62 1372.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 1482.0 .065 1610.0 .04 1666.0 .075 153 194 170 2526 470.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 1542.0 .07 1654.0 .040 2490.0 161 337 234 455.0 1293.0 450.0 1318.0 437.83 1367.0 437.4 1488.0 437.6 1512.0 450.0 1542.0 459.0 1654.0 455.0 1673.0 451.0 1693.0 452.0 1755.0 453.0 1846.0 453.8 2015.0 ASBLTMP2.DAT PAGE 5 451.8 16JUL99 08:28:02 2328.0 453.0 GR 453.0 2184.0 452.0 2284.0 GR 454.0 2340.0 455.0 2345.0 NH 10 .05 1219.0 .04 NH 1620.0 .040 1735.0 .040 NH 2777.0 1377.0 455.0 1409.0 X1 29651 48.0 1168.0 1615.0 GR 462.0 1168.0 460.0 1176.0 ` GR 438.06 1320.0 450.0 1368.0 GR 458.0 1471.0 455.0 1497.0 GR 450.0 1597.0 455.0 1605.0 GR 455.0 1625.0 450.0 1670.0 GR 450.8 1932.0 450.0 2102.0 GR 449.9 2162.0 450.0 2170.0 GR 458.0 2403.0 455.0 2486.0 GR 457.0 2558.0 455.0 2566.0 GR 459.0 2604.0 459.0 2772.0 NH 10 .05 1175.0 .04 NH 1654.0 .040 1770.0 .035 NH 2771.0 .045 2396.0 .075 X1 29831 47 1147.0 1570.0 GR 462.0 1147.0 460.0 1155.0 GR 438.14 1296.0 450.0 1343.0 GR 460.0 1421.0 459.0 1444.0 GR 439.3 1518.0 450.0 1543.0 GR 459.8 1586.0 455.0 1607.0 GR 449.0 1735.0 447.9 1770.0 GR 457.0 2139.0 458.0 2239.0 GR 458.0 2388.0 455.0 2396.0 GR 459.0 2434.0 459.0 2476.0 GR 458.0 2763.0 460.0 2771.0 APPROXIMATE 458.0 LOCATION PIS SECTION 305 +70 NH 8 .05 1176.0 .04 NH 1672.0 .045 1940.0 .035 X1 30027 34 1128.0 1525.0 GR 462.0 1128.0 460.0 1136.0 GR 438.23 1267.0 450.0 1314.0 GR 450.0 1420.0 439.8 1434.0 GR 460.0 1525.0 460.5 1548.0 GR 459.0 1740.0 457.0 1758.0 GR 450.0 1908.0 447.9 1940.0 GR 454.0 2116.0 455.0 2131.0 NH 9 .05 1095.0 .04 NH 1668.0 .045 1694.0 .07 X1 30384 46.0 1045.0 1447.0 GR 462.0 1045.0 460.0 1053.0 GR 438.14 1178.0 450.0 1225.0 GR 455.0 1307.0 450.0 1320.0 GR 450.0 1377.0 - 455.0 1391.0 ASBLTMP2.DAT PAGE 5 451.8 2318.0 452.0 2328.0 453.0 2333.0 459.0 2426.0 460.0 2490.0 1410.0 .065 1529.0 .04 1597.0 .07 1780.0 .040 2486.0 .075 2604.0 .045 600 404 527 1377.0 455.0 1409.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 460.0 2777.0 459.0 1270.0 460.0 1287.0 1421.0 .065 1480.0 .04 1543.0 .07 2090.0 .045 2396.0 .075 2434.0 .045 171 197 180 455.0 1175.0 450.0 1197.0 438.14 1244.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 1314.0 .065 1420.0 .04 1476.0 .07 1975.0 .045 2190.0 148 299 196 455.0 1156.0 450.0 1176.0 438.23 1223.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 459.0 2159.0 460.0 2190.0 1225.0 .065 1320.0 .04 1377.0 .07 1951.0 .045 1977.0 .07 2150.0 371 410 357 455.0 1073.0 450.0 1095.0 438.14 1142.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 ASBLTMP2.DAT 16JUL99 08:28 :02 GR 460.0 1504.0 460.0 1570.0 459.8 1640.0 GR 450.0 1668.0 445.0 1673.0 445.0 1689.0 GR 460.0 1716.0 460.0 1756.0 461.3 1788.0 GR 458.0 1888.0 455.0 1930.0 450.0 1951.0 GR 450.0 1977.0 455.0 1982.0 458.0 2004.0 GR 460.0 2150.0 452.0 1730 458.0 1863 APPROXIMATE LOCATION FIS SECTION 312 +30 455.0 1917 NH 10 .05 1063 .04 1187 .065 NH 1469 .045 1496 .07 1601 .040 NH 2395 460.0 1252.0 462.0 1285.0 446.5 Xl 30604 49 1014 1350 269 319 GR 461.0 1014 460.0 1022 455.0 1042 GR 438.55 1141 450.0 1187 455.0 1211 GR 450.0 1244 449.0 1247 448.0 1273 GR 446.0 1295 447.0 1297 450.0 1301 GR 461.0 1350 461.0 1454 460.0 1457 GR 446.0 1473 446.0 1488 450.0 1496 GR 461.0 1582 461.0 1601 460.0 1618 GR 452.0 1751 455.0 1796 458.0 1831 GR 450.0 1876 447.0 1885 447.0 1895 GR 456.0 2048 458.0 2191 459.0 2247 NH 7.0 .0500 1093.0 .0400 1183.0 .0700 NH 2157 .045 2173 .07 2504.0 X1 30958 33 1048.0 1285.0 303 302 GR 461.0 1048.0 460.0 1056.0 455.0 1076.0 GR 438.55 1142.0 450.0 1183.0 455.0 1192.0 GR 465.3 1298.0 450.0 1346.0 447.0 1362.0 GR 448.0 1496.0 448.0 1636.0 450.0 1682.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 GR 455.0 2146.0 448.0 2157.0 448.0 2173.0 GR 457.0 2232.0 459.0 2380.0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 NH 2103 .045 2124 .07 2193.0 X1 31335 32 1037.0 1204.0 377 344 GR 461.0 1037.0 460.0 1045.0 455.0 1065.0 GR 438.55 1140.0 450.0 1176.0 455.0 1184.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 GR 460.0 2180.0 461.0 2193.0 END AHH CROSS SECTION CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. PAGE 6 459.0 1650.0 455.0 1658.0 450.0 1694.0 455.0 1697.0 461.0 1800.0 459.0 1815.0 445.0 1958.0 445.0 1967.0 458.0 2077.0 458.0 2096.0 1247 .04 1301 .07 1831 .045 1895 .07 220 450.0 1063 438.55 1109 455.8 1220 455.0 1230 447.0 1276 446.0 1282 455.0 1316 460.0 1340 455.0 1464 450.0 1469 455.0 1506 460.0 1527 455.0 1653 452.0 1730 458.0 1863 455.0 1867 450.0 1898 455.0 1917 461.0 2395 1346.0 .0400 2028.0 .0700 354 450.0 1093.0 438.55 1134.0 460.0 1252.0 462.0 1285.0 446.5 1395.0 446.5 1456.0 451.5 1732.0 451.5 1800.0 458.0 2028.0 455.0 2071.0 450.0 2177.0 456.0 2196.0 1283.0 .040 2090.0 .0700 377 450.0 1094.0 438.55 1130.0 460.0 1193.0 461.0 1204.0 458.0 1283.0 455.0 1310.0 455.0 1560.0 456.0 1600.0 457.6 2090.0 455.0 2097.0 456.0 2141.0 457.0 2168.0 ASBLTMP2.DAT 16JUL99 08:28:02 NC .055 .055 .035 .5 .7 X1 32150 40 3400 3525 160 180 170 X3 3040 470.0 6180 470.0 GR 470 1000 461 1600 461 1800 458 GR 457 2200 457 2220 459 2320 456.5 GR 457 2650 456.5 2680 459 2900 459 GR 461.5 3300 460.5 3400 437 3427 437 GR 437 3475 437 3489 447 3505 460 GR 458 3920 459 3980 458 4240 456 GR 452 4350 453.5 4380 457.5 4400 458 GR 461 5110 462 5200 462 5460 464 NC 0.055 0.055 0.015 0. 0. 0. 0. 0. NH 5. .055 3390.5 .015 3539.5 .055 4366. .02 NH 5734. X1 32200. 62. 3390.5 3539.5 50. 50. 50. 0. X3 3050 470.0 6260 470.0 BT -9. 3380. 465. 463. 3552. 465. 463. 3600 BT 3740. 464. 3880. 463.6 3960 BT 4190. 466. 4340. 466.9 465.4 4411 GR 472. 900. 467. 1310. 462. 1700. 460.5 2000 GR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430 GR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000 GR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425 GR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455 GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498 GR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600 GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340 GR 463.5 4340. 452.8 4365. 465.4 4365, 465.4 4366 GR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396 GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411 GR 465.7 4534. 465.1 4634. 464. 4734. 463.2 4834 GR 464.4 5014. 466. 5734. X1 32230. 0. 0. 0. 50. 50. 50. 0. X2 0. 0. 0. 1 X3 3050 470.0 6260 470.0 QT 4. 9400. 13200. 14900, 36200. NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. X1 32250. 41. 3400. 3525. 1. 1. 1. X3 3040 470.0 6180 470.0 GR 470. 1000. 461. 1600. 461. 1800. 458. 2000 GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620 GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100 GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427 GR 437. 3470. 437. 3475. 437. 3489. 447. 3505 GR 461.5 3650. 458. 3920. 459. 3980. 458. 4240 GR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400 GR 461. 4720. 461. 5100. 462. 5200. 462. 5460 GR 470. 6180. 0. 0. 0. 0. 0. 0. PAGE 7 2000 0. 459 2100 2620 2640. 455 2640 3100 3440. 460 3200 3440 4280. 437 3470 3525 461.5 3650 4280 456 4350 4520 461 4720 5800 470 6180 0. 0. 4411. .05 0. 0. 466. 464. 466.8 465.4 461.5 2200. 459.5 2520. 462. 3280. 446.5 3432. 435. 3475. 450.0 3505. 464. 3740. 465.4 4340. 450.7 4366. 465.4 4397. 466.8 4434. 463.5 4934. 0. 0. 0. 0. 459. 2100. 455. 2640. 460. 3200. 437. 3440. 460. 3525. 456. 4280. 458. 4520. 464. 5800. 0. 0. ASBLTMP2.DAT 16JUL99 08:28:02 NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. X1 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. GR 460. 2160. 455. 2175. 450. 2204, 445. 2218. 440. 2225. GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253, 450. 2263. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NH 3840. 0.050 3960. X1 32725. 53. 1940. 2150. 380. 520. 420. GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285. GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460, 2885. GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459. 3677. 458. 3681. 457. 3689. 457. 3694, 458. 3702. GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. GR 464. 3875. 465. 3890. 470, 3960. QT 4. 9400. 13200. 14900. 36200. NH 5. 0.050 1305.9 0.055 1420.6 0.060 1752. 0.045 1960. 0.055 NH 3560. X1 33145. 42. 1390. 1960. 385. 290. 420. X3 10. GR 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. GR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 GR 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. GR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. GR 450. 1825. 445. 1835. 440. 1848. 439. 1852. 438.4 1862. GR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. GR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. GR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. GR 462. 3510. 470. 3560. NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 2537. X1 33470. 43. 1135. 1603. 315. 260. 325. X3 10. GR 470. 0.0 465, 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. PAGE 8 ASBLTMP2.DAT 16JUL99 08:28:02 PAGE 9 GR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1628. GR 456.2 1650. 454. 1670. 454. 1745. 456.2 1765. 458. 1785. GR 460. 1815. 460. 1965. 458. 2005. 458. 2065. 460. 2100, GR 461.2 2245. 461. 2515. 466. 2537. NH 5. 0.055 1201. 0.060 1280. 0.045 1392. 0.055 1825. 0.050 NH 1845. X1 34260. 34. 868. 1520. 830. 250. 790. X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. GR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. GR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439, 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. GR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. GR 461, 1620. 461. 1825. 462. 1830. 466. 1845. NH 5. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1533. 0.055 NH 1575. X1 34850. 25. 1310. 1533. 520. 640. 590. 0.0 0.0 0.0 X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. GR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. GR 462.0 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1470. GR 462. 1484. 464. 1533. 465. 1548. 466. 1560. 467. 1575. NH S. .050 355. .055 1005. .060 1310. .045 1520. .055 NH 1575. X1 34950. 28. 1310. 1520. 110. 90. 100. GR 470. -380. 465. -380. 464. -260. 463. -240. 463. -70. GR 463.48 0. 463. 62. 462. 190. 461. 355. 461. 1005. GR 462. 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455, 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. GR 464. 1520. 466. 1560. 467. 1575. NH 5. .050 1370. .055 2057. .060 3106. .045 3233. .055 NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X1 35700 30 3106 3233 750 750 750 GR 470.00 1000 468.00 1250 465.60 1370 463.20 1754 462.20 1754 GR 463.10 2057 462.00 2127 460.40 2331 460.40 2471 462.00 2524 GR 462.00 2962 460.00 3106 458.00 3127 450.00 3153 444.00 3158 GR 439.50 3188 444.00 3219 450.00 3223 460.00 3233 462.00 3273 GR 462.50 3303 460.30 3348 462.00 3401 464.00 3426 467.00 3428 GR 467.20 3549 468.00 3678 469.00 3815 470.00 3957 472.00 4220 NH 5. .060 2260. .055 2720. .060 3028. .045 3170. .040 NH 3550. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO GR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERBANK ASBLTMP2.DAT 16JUL99 08:28:02 NH S. .05 1540. .06 2100. 461.2 .045 2260. .055 NH 2595 ADDED FOR S.H. 121 2240, NH 5. .05 1275. .055 1540. SECTION ADDED FROM TOPO. RES 3/8/97 .045 1675. NH 2310. X1 38050. 36. 2100. 2260. 60 60 .3 60 .5 GR 473.2 1000. 472. 1250. 470. 6.1 1360. 468. 1360 1400. GR 468. 1540. 464. 1560. 466. 1600. 464. GR 1650. GR 462. 1900. 464. 2000. 466. 468. 2050. 467. 1275. 2100. GR 464. 2120. 462. 2125. 460. 464. 2130. 450. 1540. 2160. GR 441. 2200. 444. 2208. 450. 445. 2220. 460. 2250. GR 462. 2260. 462. 2320. 459. 460. 2345. 457. 462. 2365. GR 451. 2480. 457. 2505. 459. 2200. 2540. 463. RECORD AND INEFFECTIVE FLOW 2575. GR 473. 2595. NH 5. .05 1540. .06 2100. .045 2270. .055 NH 2640. X1 38200. 40. 2100. 2270. 150. 150. 150. GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. GR 468. 1540. 466. 1570. 464. 1600. 462. 1650. GR 462. 1930. 464. 2050. 466. 2070. 467.4 2100. GR 464. 2125. 462. 2135. 460. 2142. 450. 2160. GR 441, 2185. 444, 2200. 450. 2215. 460. 2255. GR 462. 2295. 462. 2330. 457. 2375. 451. 2395. GR 457. 2425. 464. 2465. 464. 2480. 457. 2530. GR 451. 2570. 457. 2588. 459. 2605. 464. 2640. NH 6. .06 1900 .05 2040 .06 2100 .045 NH 2300 .045 2620 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38550. 32 2100 2225 340 330 350 GR 473.2 1340 470 1340 466 1490 466 1600 GR 462 1700 461 1850 460.8 1900 462 1960 GR 466 2040 466 2100 464 2110 462 2130 GR 444 2175 441.2 2190 444 2205 460 2225 GR 457 2355 457 2450 460 2480 457 2505 GR 451 2555 457 2575 459 2595 462 2610 GR 463 2620 473 2620 2140 461.2 2300 451 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 2240, NH 5. .05 1275. .055 1540. .045 1675. NH 2310. NC .3 .5 ET 6.1 6.1 6.1 6.1 1360 2064 X1 39290. 30. 1525. 1675. 600. 800. 740. GR 474. 1000. 472. 1030. 470. 1070. 468. GR 464. 1275. 462. 1320. 460.3 1345. 462. GR 464. 1525. 462. 1540. 460. 1550. 450. GR 441.88 1580. 445. 1600. 450. 1615. 460. GR 458. 1750. 458. 1950. 460. 2000. 462. GR 466. 2180. 468. 2190. 470. 2200. 472. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 2260 468. 462. 466. 444. 462. 451. 464. 0* 468. 461. 466. 444. 462. 451. 451. 473. 2225 PAGE 11 040 1450. 1670. 2110. 2170. 2260. 2385. 2595. 045 1450. 1760. 2120. 2170. 2270. 2410. 2550. 2640. 05 468 1640 464 2000 460 2140 461.2 2300 451 2525 462 2610 055 2175. .05 1115. 466. 1200. 1400. 464. 1450. 1560. 445. 1565. 1675. 460. 1710. 2150. 464. 2175. 2240, 474. 2310. ASBLTMP2.DAT 16JUL99 08:26:02 PAGE 12 NH 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 NH 4710. 0.055 6040. 0. 0. 0. 0. 0. 0. 0. NC .3 .5 ET 6.1 6.1 6.1 6.1 3921 4514 X1 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. GR 464. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 6 .05 1090 .05 2380 .055 3760 .045 4670 .05 NH 4950 .055 6200 NC .3 .5 ET 6.1 6.1 6.1 6.1 3880 4505 X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 GR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 GR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 GR 495 5940 499 6120 500 6200 QT 4 9900 13700 15400 36200 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 NC .3 .5 ET 6.1 6.1 6.1 6.1 3900 4600 X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4 97 0 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. HMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 4 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 16JUL99 08:28:02 T1 DENTON CREEK - MANSIONS BY LAKE AS -BUILT MULTI -PROF T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: ASBLT- MP.IH2 J1 ICHECK INQ NINV IDIR STRT METRIC 0 4 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN 3 0 -1 ASBLTMP2.DAT DAI /RES 12/98 HVINS Q WSEL 0 0 453.5205 ALLDC IBW CHNIM FQ ITRACE PAGE 16 16JUL99 08:28:02 T1 DENTON CREEK T2 DENTON CREEK T3 DENTON CREEK J1 ICHECK INQ 0 5 J2 NPROF IPLOT 15 0 - MANSIONS BY LAKE AS -BUILT MULTI -PROF - 500 YR DISCHARGE PROFILE FIS TEXAS FILE: ASBLT- MP.IH2 NINV IDIR STRT METRIC 0 0 0 0 PRFVS XSECV XSECH FN -1 ASBLTMP2.DAT DAI /RES 12/98 HVINS Q WSEL 0 0 455.89 ALLDC IBW CHNIM FQ ITRACE PAGE 17 16JUL99 08:28:02 SECNO CWSEL DIFKWS EG .00 TOPWID 27992.000 5315.01 452.61 .00 452.70 9578.19 1257.10 9321.81 27992.000 .00 454.35 .00 454.44 12841.08 1310.22 .00 27992.000 10869.34 455.48 .00 455.55 .00 1344.42 4904.60 27992.000 8395.40 458.99 .00 459.09 5856.45 1468.71 13043.55 28168.000 .00 452.69 .00 452.74 15376.46 1210.32 .00 28168.000 7734.27 454.42 .00 454.48 .00 1269.55 5006.55 28168.000 8293.45 455.53 .00 455.59 6019.54 1313.08 12880.46 28168.000 .00 459.04 .00 459.12 15203.61 1463.68 .00 28492.000 8009.23 452.74 .00 452.80 .00 1114.02 5911.16 28492.000 7388.84 454.47 .00 454.54 7147.71 1177.01 11752.29 28492.000 .00 455.57 .00 455.64 13961.61 1220.21 .00 28492.000 9935.91 459.08 .00 459.18 .00 1372.92 8561.37 28720.000 4738.63 452.80 .00 452.88 9547.67 1024.32 9352.33 28720.000 2526.00 454.52 .00 454.61 11946.35 1064.62 2526.00 28720.000 11678.25 455.62 .00 455.71 2526.00 1095.73 13045.19 28720.000 254.81 459.12 .00 459.25 16893.40 1217.36 2006.60 * 28890.000 .00 452.80 .00 452.99 4752.81 1019.57 .00 * 28890.000 20273.36 454.55 .00 454.71 .00 1049.40 9521.14 * 28890.000 3778.86 455.65 .00 455.78 11421.57 1077.65 7478.43 28890.000 .00 459.15 .00 459.32 9555.78 1172.57 .00 29124.000 14812.16 452.85 .00 453.27 .00 540.02 7498.20 29124.000 5801.80 454.53 .00 455.00 9442.72 945.77 9457.28 29124.000 .00 455.70 .00 456.03 11299.95 984.06 .00 29124.000 13612.30 459.25 .00 459.51 .00 1166.19 10268.69 29651.000 3031.31 453.50 .00 453.67 12971.14 841.65 5928.86 29651.000 .00 455.22 .00 455.39 7750.98 942.76 .00 29651.000 19570.11 456.24 .00 456.39 .00 1020.00 11557.92 29651.000 1742.08 459.65 .00 459.81 15413.09 1597.87 3486.91 29831.000 .00 453.65 .00 453.77 4201.36 727.21 .00 29831.000 26476.39 455.34 .00 455.49 .00 825.86 29831.000 456.33 .00 456.48 857.57 29831.000 459.73 .00 459.89 1561.92 * 30027.000 453.68 .00 453.95 555.16 * 30027.000 455.38 .00 455.69 627.76 * 30027.000 456.38 .00 456.67 680.98 * 30027.000 459.75 .00 460.11 965.40 30384.000 453.95 .00 454.42 325.16 30384.000 455.78 .00 456.35 384.19 30384.000 456.74 .00 457.32 429.26 * 30364.000 460.20 .00 460.84 1011.48 ASBLTMP2.DAT QLOB QCH QROB PERENC .00 7984.99 1543.00 5315.01 .00 .00 .00 9578.19 .00 9321.81 1543.00 .00 .00 8458.92 1543.00 12841.08 .00 .00 .00 10869.34 .00 25330.66 1419.00 .00 .00 4904.60 1419.00 8395.40 .00 .00 .00 5856.45 .00 13043.55 1605.00 .00 .00 5923.54 1605.00 15376.46 .00 .00 .00 7734.27 .00 28465.73 1605.00 .00 .00 5006.55 1689.00 8293.45 .00 .00 .00 6019.54 .00 12880.46 1689.00 .00 .00 6096.39 1689.00 15203.61 .00 .00 .00 8009.23 .00 28190.77 1696.00 .00 .00 5911.16 1696.00 7388.84 .00 .00 .00 7147.71 .00 11752.29 1620.00 .00 .00 7338.39 1620.00 13961.61 .00 .00 .00 9935.91 .00 26264.09 1620.00 .00 .00 8561.37 1615.00 4738.63 .00 2526.00 .00 9547.67 .00 9352.33 1615.00 2526.00 .00 9353.65 1615.00 11946.35 .00 2526.00 .00 11678.25 .00 24521.76 1570.00 2526.00 .00 13045.19 1570.00 254.81 .00 .00 .00 16893.40 .00 2006.60 1525.00 .00 .00 16547.19 1525.00 4752.81 .00 .00 .00 20273.36 .00 15926.64 1525.00 .00 .00 9521.14 1447.00 3778.86 .00 .00 .00 11421.57 .00 7478.43 1447.00 .00 .00 11744.22 1447.00 9555.78 .00 .00 14812.16 21387.84 .00 .00 7498.20 5801.80 .00 .00 9442.72 9457.28 .00 .00 10000.05 11299.95 .00 .00 13612.30 22587.70 .00 .00 10268.69 3031.31 .00 .00 12971.14 5928.86 .00 .00 13549.02 7750.98 .00 .00 19570.11 16629.89 .00 .00 11557.92 1742.08 .00 .00 15413.09 3486.91 .00 .00 17098.64 4201.36 .00 .00 26476.39 9723.60 .00 PAGE 19 STENCL STCHL STCHR STENCR .00 1041.00 1543.00 .00 .00 1041.00 1543.00 .00 .00 1041.00 1543.00 .00 .00 1041.00 1543.00 .00 .00 1021.00 1419.00 .00 .00 1021.00 1419.00 .00 .00 1021.00 1419.00 .00 .00 1021.00 1419.00 .00 .00 1215.00 1605.00 .00 .00 1215.00 1605.00 .00 .00 1215.00 1605.00 .00 .00 1215.00 1605.00 .00 .00 1280.00 1689.00 .00 .00 1280.00 1689.00 .00 .00 1280.00 1689.00 .00 .00 1280.00 1689.00 .00 .00 1289.00 1696.00 2526.00 .00 1289.00 1696.00 2526.00 .00 1289.00 1696.00 2526.00 .00 1289.00 1696.00 2526.00 .00 1264.00 1620.00 .00 .00 1264.00 1620.00 .00 .00 1264.00 1620.00 .00 .00 1264.00 1620.00 .00 .00 1168.00 1615.00 .00 .00 1168.00 1615.00 .00 .00 1168.00 1615.00 .00 .00 1168.00 1615.00 .00 .00 1147.00 1570.00 .00 .00 1147.00 1570.00 .00 .00 1147.00 1570.00 .00 .00 1147.00 1570.00 .00 .00 1128.00 1525.00 .00 .00 1128.00 1525.00 .00 .00 1128.00 1525.00 .00 .00 1128.00 1525.00 .00 .00 1045.00 1447.00 .00 .00 1045.00 1447.00 .00 .00 1045.00 1447.00 .00 .00 1045.00 1447.00 .00 A5BLTMP2.DAT 16JUL99 08:28:02 PAGE 20 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 30604.000 454.33 .00 454.78 447.02 .00 11002.26 2297.74 .00 .00 1014.00 1350.00 .00 30604.000 456.44 .00 456.87 721.55 .00 14003.59 4896.41 .00 .00 1014.00 1350.00 .00 30604.000 457.42 .00 457.80 825.02 .00 14980.47 6319.53 .00 .00 1014.00 1350.00 .00 * 30604.000 461.01 .00 461.34 1381.00 .00 20512.48 15687.52 .00 .00 1014.00 1350.00 .00 * 30958.000 454.95 .00 455.08 831.58 .00 3826.59 9473.41 .00 .00 1048.00 1285.00 .00 * 30958.000 457.03 .00 457.14 1035.29 .00 3454.15 15445.85 .00 .00 1048.00 1285.00 .00 * 30958.000 457.93 .00 458.04 1140.63 .00 3542.99 17757.01 .00 .00 1048.00 1285.00 .00 * 30958.000 461.41 .00 461.55 1421.05 .00 4713.60 31486.40 .00 .00 1048.00 1285.00 .00 * 31335.000 454.23 .00 456.41 332.36 .00 11723.24 1576.76 .00 .00 1037.00 1204.00 .00 * 31335.000 456.64 .00 457.81 953.24 .00 12454.94 6445.06 .00 .00 1037.00 1204.00 .00 * 31335.000 457.83 .00 458.49 1022.21 .00 11147.37 10152.63 .00 .00 1037.00 1204.00 .00 * 31335.000 461.47 .00 461.82 1156.00 .00 10525.38 25674.62 .00 .00 1037.00 1204.00 .00 * 32150.000 456.60 .00 457.45 242.69 .00 13029.12 270.88 3140.00 3040.00 3400.00 3525.00 6180.00 * 32150.000 456.99 .00 458.60 253.67 .00 18413.92 486.08 3140.00 3040.00 3400.00 3525.00 6180.00 32150.000 457.91 .00 459.64 375.99 .00 20414.29 885.70 3140.00 3040.00 3400.00 3525.00 6180.00 32150.000 461.35 .00 463.00 2053.18 682.16 27272.62 8245.22 3140.00 3040.00 3400.00 3525.00 6180.00 32200.000 456.50 .00 457.80 153.82 .00 12521.37 778.63 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 456.80 .00 459.29 156.84 .00 17736.25 1163.75 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 457.71 .00 460.36 165.96 .00 19803.74 1496.26 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 460.56 .00 465.15 202.51 .49 32832.32 3367.19 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 456.54 .00 457.84 154.20 .00 12516.32 783.68 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 456.98 .00 459.38 158.65 .00 17702.58 1197.42 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 457.91 .00 460.46 168.00 .00 19764.42 1535.58 3210.00 3050.00 3390.50 3539.50 6260.00 * 32230.000 463.79 .00 466.28 823.63 1024.61 29655.74 5519.65 3210.00 3050.00 3390.50 3539.50 6260.00 * 32250.000 457.58 .00 457.93 290.55 .00 8978.24 421.76 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 459.11 .00 459.58 951.58 1.17 11814.65 1384.18 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 460.31 .00 460.68 1263.17 116.95 11910.53 2872.52 3140.00 3040.00 3400.00 3525.00 6180.00 * 32250.000 466.42 .00 466.52 2913.10 3208.71 11661.86 21329.44 3140.00 3040.00 3400.00 3525.00 6180.00 * 32305.000 457.39 .00 458.11 264.81 .00 7956.56 1443.44 .00 .00 2110.00 2325.00 .00 * 32305.000 458.94 .00 459.77 320.89 .00 10433.99 2766.01 .00 .00 2110.00 2325.00 .00 * 32305.000 460.15 .00 460.85 506.02 .00 11155.67 3744.13 .00 .00 2110.00 2325.00 .00 32305.000 466.45 .00 466.54 3881.69 6537.39 9848.21 19814.40 .00 .00 2110.00 2325.00 .00 * 32725.000 458.54 .00 458.71 721.03 2964.92 5760.13 674.95 .00 .00 1940.00 2150.00 .00 * 32725.000 460.23 .00 460.37 1427.19 4534.07 6673.99 1991.94 .00 .00 1940.00 2150.00 .00 * 32725.000 461.24 .00 461.35 2160.90 5098.79 6434.68 3366.53 .00 .00 1940.00 2150.00 .00 * 32725.000 466.62 .00 466.68 3912.75 11293.13 8432.64 16474.23 .00 .00 1940.00 2150.00 .00 33145.000 458.88 .00 459.05 372.01 .00 9400.00 .00 .00 .00 1390.00 1960.00 .00 33145.000 460.51 .00 460.74 401.68 .00 13200.00 .00 .00 .00 1390.00 1960.00 .00 * 33145.000 461.44 .00 461.67 500.04 58.17 14841.83 .00 .00 .00 1390.00 1960.00 .00 33145.000 466.70 .00 466.78 3714.41 2823.72 17268.61 16107.67 .00 .00 1390.00 1960.00 .00 A5BLTMP2.DAT 16JUL99 08:28:02 PAGE 21 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 33470.000 459.10 .00 459.38 296.32 .00 9400.00 .00 .00 .00 1135.00 1603.00 .00 33470.000 460.79 .00 461.14 517.61 86.56 13113.44 .00 .00 .00 1135.00 1603.00 .00 33470.000 461.72 .00 462.06 559.63 342.60 14557.40 .00 .00 .00 1135.00 1603.00 .00 33470.000 466.78 .00 466.90 2537.00 3508.45 18165.44 14526.11 .00 .00 1135.00 1603.00 .00 34260.000 459.83 .00 459.95 420.45 .00 9400.00 .00 .00 .00 868.00 1520.00 .00 34260.000 461.66 .00 461.81 568.51 .10 13199.90 .00 .00 .00 868.00 1520.00 .00 34260.000 462.54 .00 462.70 596.93 1.75 14898.25 .00 .00 .00 868.00 1520.00 .00 34260.000 467.04 .00 467.26 1845.00 2023.57 30356.65 3819.77 .00 .00 868.00 1520.00 .00 * 34850.000 460.00 .00 460.74 132.05 .00 9400.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 461.74 .00 462.78 155.47 .00 13200.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 462.56 .00 463.68 176.52 .00 14900.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 467.42 .00 467.91 1575.00 16180.99 19865.80 153.21 .00 .00 1310.00 1533.00 .00 34950.000 460.23 .00 460.95 131.76 .00 9400.00 .00 .00 .00 1310.00 1520.00 .00 34950.000 462.49 .00 463.07 1172.02 1825.08 11374.92 .00 .00 .00 1310.00 1520.00 .00 * 34950.000 463.65 .00 463.97 1702.77 4532.32 10367.68 .00 .00 .00 1310.00 1520.00 .00 * 34950.000 467.87 .00 468.05 1955.00 22749.63 13270.27 180.10 .00 .00 1310.00 1520.00 .00 * 35700.000 461.58 .00 462.03 667.16 266.73 9088.18 45.09 .00 .00 3106.00 3233.00 .00 * 35700.000 463.65 .00 463.96 1740.21 2873.48 9825.17 501.35 .00 .00 3106.00 3233.00 .00 * 35700.000 464.39 .00 464.63 1863.13 4434.17 9726.62 739.21 .00 .00 3106.00 3233.00 .00 35700.000 468.31 .00 468.49 2508.35 20264.21 12942.62 2993.17 .00 .00 3106.00 3233.00 .00 * 36250.000 462.13 .00 462.17 724.58 113.56 2488.03 6798.41 .00 .00 3028.00 3170.00 .00 * 36250.000 464.03 .00 464.09 1008.18 518.06 3419.35 9262.59 .00 .00 3028.00 3170.00 .00 * 36250.000 464.69 .00 464.75 1361.70 786.74 3808.74 10304.52 .00 .00 3028.00 3170.00 .00 * 36250.000 468.50 .00 468.66 2437.57 6359.95 8038.49 21801.56 .00 .00 3028.00 3170.00 .00 * 36970.000 461.85 .00 462.51 275.16 .00 8682.57 1317.43 .00 .00 2900.00 3060.00 .00 * 36970.000 463.87 .00 464.39 1026.83 581.34 10187.07 3031.60 .00 .00 2900.00 3060.00 .00 * 36970.000 464.59 .00 465.03 1239.68 1034.91 10545.85 4019.24 .00 .00 2900.00 3060.00 .00 * 36970.000 468.60 .00 468.98 1461.16 6052.22 15406.91 14740.87 .00 .00 2900.00 3060.00 .00 * 37600.000 462.83 .00 462.96 1072.09 251.66 7182.61 2565.73 .00 .00 2000.00 2160.00 .00 * 37600.000 464.61 .00 464.73 1169.22 1012.26 8221.66 4566.08 .00 .00 2000.00 2160.00 .00 * 37600.000 465.24 .00 465.35 1178.52 1410.42 8737.66 5451.92 .00 .00 2000.00 2160.00 .00 * 37600.000 469.11 .00 469.31 1403.14 6333.24 14827.82 15038.94 .00 .00 2000.00 2160.00 .00 37800.000 462.90 .00 463.00 850.91 142.43 5446.20 4411.37 .00 .00 2020.00 2185.00 .00 37800.000 464.65 .00 464.77 1021.34 1036.87 6770.59 5992.55 .00 .00 2020.00 2185.00 .00 37800.000 465.27 .00 465.39 1036.73 1550.50 7345.11 6704.39 .00 .00 2020.00 2185.00 .00 37800.000 469.13 .00 469.37 1246.26 8251.37 13475.95 14472.68 .00 .00 2020.00 2185.00 .00 37990.000 462.94 .00 463.10 687.36 109.47 5407.35 4483.18 .00 .00 2100.00 2260.00 .00 37990.000 464.69 .00 464.86 855.33 743.40 6676.58 6380.02 .00 .00 2100.00 2260.00 .00 37990.000 465.31 .00 465.49 904.65 1120.39 7217.88 7261.73 .00 .00 2100.00 2260.00 .00 37990.000 469.19 .00 469.52 1193.82 6680.17 13077.01 16442.82 .00 .00 2100.00 2260.00 .00 A5BLTMP2.DAT 16JUL99 08:28:02 CWSEL 463.01 464.76 465.38 469.28 463.04 464.80 465.43 469.40 463.21 464.96 465.58 469.59 463.58 465.29 465.91 470.01 463.39 465.00 465.59 469.55 464.22 466.06 466.71 470.99 464.05 465.92 466.59 471.03 464.70 466.57 467.24 471.83 465.78 467.65 468.30 473.10 468.74 470.19 470.77 476.46 DIFKWS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1.72 2.33 6.43 .00 1.61 2.20 6.16 .00 1.84 2.49 6.77 .00 1.86 2.54 6.98 .00 1.87 2.54 7.13 .00 1.86 2.52 7.32 .00 1.45 2.03 7.72 EG TOPWID QLOB QCH QROB 463.12 743.05 102.89 4510.82 5386.29 464.89 885.82 651.40 5616.05 7532.54 465.51 935.14 978.80 6102.57 8518.63 469.55 1220.64 5958.87 11456.40 18784.72 463.18 845.40 327.29 5205.32 4467.39 464.94 987.32 1289.12 6211.86 6299.02 465.57 1004.32 1786.72 6680.98 7132.31 469.64 1267.92 8172.90 11770.28 16256.83 463.34 798.42 408.99 4319.50 5271.50 465.09 863.60 1263.32 4941.07 7595.61 465.71 885.26 1686.81 5293.27 8619.92 469.83 1264.32 7807.95 9571.01 18821.04 463.74 615.27 109.43 6406.86 3483.71 465.47 704.00 426.80 7796.55 5576.65 466.10 704.00 618.57 6476.79 6504.64 470.39 704.00 3140.92 16210.90 16848.18 464.27 253.73 .40 9977.76 21.84 466.11 411.68 183.22 13037.09 579.69 466.78 443.17 341.33 14281.63 977.04 471.43 593.00 2856.01 25545.33 7798.66 464.51 349.87 99.45 9900.55 .00 466.41 389.97 566.40 13233.61 .00 467.10 403.95 827.98 14772.02 .00 471.85 478.55 4373.97 31749.43 76.60 464.79 467.92 41.00 9717.76 141.24 466.67 567.39 478.63 11901.36 1320.01 467.34 603.32 723.11 12685.46 1991.43 471.98 700.00 3819.54 20965.72 11414.74 465.39 497.72 190.96 9049.01 660.03 467.26 609.96 1200.54 10752.91 1746.55 467.92 617.80 1757.53 11337.49 2304.99 472.67 796.37 8758.23 17952.69 9489.08 466.07 582.50 89.52 5894.14 616.33 467.90 790.91 848.96 6772.73 1478.31 468.54 830.51 1266.62 7022.16 1911.22 4'73.60 1035.87 10746.87 14941.99 10511.13 468.83 1286.98 1430.00 3316.54 553.46 470.27 1490.60 2715.86 3805.71 1478.44 470.86 1546.92 3540.67 4193.59 2065.74 476.57 1778.86 15959.87 7396.04 12844.09 PAGE 22 PERENC STENCL STCHL STCHR STENCR .00 .00 2100.00 2260.00 .00 .00 .00 2100.00 2260.00 .00 .00 .00 2100.00 2260.00 .00 .00 .00 2100.00 2260.00 .00 .00 .00 2100.00 2270.00 .00 .00 .00 2100.00 2270.00 .00 .00 .00 2100.00 2270.00 .00 .00 .00 2100.00 2270.00 .00 .00 .00 2100.00 2225.00 .00 .00 .00 2100.00 2225.00 .00 .00 .00 2100.00 2225.00 .00 .00 .00 2100.00 2225.00 .00 704.00 1360.00 1525.00 1675.00 2064.00 704.00 1360.00 1525.00 1675.00 2064.00 704.00 1360.00 1525.00 1675.00 2064.00 704.00 1360.00 1525.00 1675.00 2064.00 593.00 3921.00 4040.00 4150.00 4514.00 593.00 3921.00 4040.00 4150.00 4514.00 593.00 3921.00 4040.00 4150.00 4514.00 593.00 3921.00 4040.00 4150.00 4514.00 625.00 3880.00 4030.00 4310.00 4505.00 625.00 3880.00 4030.00 4310.00 4505.00 625.00 3880.00 4030.00 4310.00 4505.00 625.00 3880.00 4030.00 4310.00 4505.00 700.00 3900.00 4040.00 4150.00 4600.00 700.00 3900.00 4040.00 4150.00 4600.00 700.00 3900.00 4040.00 4150.00 4600.00 700.00 3900.00 4040.00 4150.00 4600.00 .00 .00 1420.00 1500.00 .00 .00 .00 1420.00 1500.00 .00 .00 .00 1420.00 1500.00 .00 .00 .00 1420.00 1500.00 .00 .00 .00 4730.00 4815.00 .00 .00 .00 4730.00 4815.00 .00 .00 .00 4730.00 4815.00 .00 .00 .00 4730.00 4815.00 .00 .00 .00 2370.00 2445.00 .00 .00 .00 2370.00 2445.00 .00 .00 .00 2370.00 2445.00 .00 .00 .00 2370.00 2445.00 .00 A5BLTMP2.DAT 16JUL99 08:28:02 PAGE 23 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 51350.000 469.51 .00 469.58 653.32 107.23 3892.77 .00 .00 .00 4160.00 4515.00 .00 * 51350.000 471.35 1.84 471.42 1384.47 1679.55 5319.20 1.25 .00 .00 4160.00 4515.00 .00 51350.000 472.03 2.53 472.11 1441.45 2865.54 6529.92 4.54 .00 .00 4160.00 4515.00 .00 51350.000 477.64 8.13 477.73 2462.77 22041.06 14005.13 153.81 .00 .00 4160.00 4515.00 .00 53350.000 469.79 .00 469.85 330.80 717.49 3276.21 6.30 .00 .00 5570.00 5670.00 .00 * 53350.000 471.83 2.04 471.92 1397.48 1895.90 5069.69 34.42 .00 .00 5570.00 5670.00 .00 * 53350.000 472.59 2.80 472.71 2214.81 3204.51 6129.25 66.24 .00 .00 5570.00 5670.00 .00 * 53350.000 478.04 8.26 478.10 4234.34 26291.71 7831.50 2076.79 .00 .00 5570.00 5670.00 .00 * 55590.000 470.14 .00 470.38 88.80 .00 4000.00 .00 .00 .00 4250.00 4340.00 .00 * 55590.000 472.34 2.20 472.77 1170.48 451.31 6548.34 AS .00 .00 4250.00 4340.00 .00 * 55590.000 473.26 3.13 473.69 1416.06 1887.89 7490.57 21.53 .00 .00 4250.00 4340.00 .00 * 55590.000 478.52 8.38 478.74 2314.02 24234.60 10698.33 1267.07 .00 .00 4250.00 4340.00 .00 56940.000 470.89 .00 471.07 169.99 331.87 3668.13 .00 .00 .00 4335.00 4415.00 .00 56940.000 473.52 2.63 473.79 878.98 1351.31 5647.61 1.09 .00 .00 4335.00 4415.00 .00 56940.000 474.51 3.62 474.79 1475.58 2741.79 6630.50 27.71 .00 .00 4335.00 4415.00 .00 56940.000 479.38 8.49 479.54 2587.57 25509.79 9015.43 1674.79 .00 .00 4335.00 4415.00 .00 A5BLTMP2.DAT 16JUL99 08:28:02 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 PAGE 24 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 25530.000 .00 .00 .00 434.40 12800.00 451.01 .00 451.44 6.28 5.26 2433.14 5105.79 25530.000 .00 .00 .00 434.40 18200.00 452.29 .00 452.99 9.33 6.70 2716.70 5957.31 25530.000 .00 .00 .00 434.40 20600.00 453.52 .00 454.25 9.06 6.86 3000.97 6843.65 25530.000 .00 .00 .00 434.40 36200.00 455.89 .00 457.48 16.69 10.12 3577.77 8860.49 25770.000 240.00 .00 .00 434.60 12800.00 451.29 .00 451.57 3.67 4.21 3038.09 6682.62 25770.000 240.00 .00 .00 434.60 18200.00 452.74 .00 453.18 5.33 5.34 3411.19 7884.46 25770.000 240.00 .00 .00 434.60 20600.00 453.97 .00 454.44 5.25 5.50 3742.11 8992.90 25770.000 240.00 .00 .00 434.60 36200.00 456.85 .00 457.83 8.99 7.95 4551.38 12075.56 * 26830.000 1010.00 .00 .00 436.30 13300.00 451.71 .00 452.16 8.35 5.40 2464.86 4602.21 26830.000 1010.00 .00 .00 436.30 18900.00 453.40 .00 453.94 10.17 6.07 3977.25 5927.09 26830.000 1010.00 .00 .00 436.30 21300.00 454.69 .00 455.09 7.89 5.48 5477.10 7583.05 26830.000 1010.00 .00 .00 436.30 36200.00 458.31 .00 458.61 5.80 5.15 10273.40 15029.79 26880.000 50.00 .00 .00 436.20 13300.00 451.88 .00 452.21 6.74 4.62 2875.93 5122.77 26880.000 50.00 .00 .00 436.20 18900.00 453.51 .00 454.00 8.51 5.59 3378.64 6478.99 26880.000 50.00 .00 .00 436.20 21300.00 454.71 .00 455.17 7.62 5.53 4341.02 7717.00 26880.000 50.00 .00 .00 436.20 36200.00 458.55 .00 458.77 11.24 4.25 10017.14 10799.85 27165.000 284.00 .00 .00 436.10 13300.00 452.17 .00 452.40 7.00 4.73 4397.73 5028.57 27165.000 284.00 .00 .00 436.10 18900.00 454.03 .00 454.19 4.65 4.18 6830.90 8769.29 27165.000 284.00 .00 .00 436.10 21300.00 455.24 .00 455.35 3.89 3.07 8518.81 10794.94 * 27165.000 284.00 .00 .00 436.10 36200.00 458.80 .00 458.91 2.97 2.31 13788.93 20993.43 * 27449.000 284.00 .00 .00 435.60 13300.00 452.45 .00 452.54 3.08 2.61 5788.23 7572.46 27449.000 284.00 .00 .00 435.60 18900.00 454.21 .00 454.29 2.83 2.52 8109.07 11241.65 27449.000 284.00 .00 .00 435.60 21300.00 455.35 .00 455.43 2.48 1.99 9814.38 13531.77 27449.000 284.00 .00 .00 435.60 36200.00 458.88 .00 458.97 2.01 1.71 15747.87 25537.71 27748.000 299.00 .00 .00 435.20 13300.00 452.55 .00 452.62 2.69 2.49 6257.29 8104.71 27748.000 299.00 .00 .00 435.20 18900.00 454.29 .00 454.37 2.43 2.39 8657.44 12122.07 27748.000 299.00 .00 .00 435.20 21300.00 455.42 .00 455.49 1.97 2.13 10267.72 15167.97 27748.000 299.00 .00 .00 435.20 36200.00 458.93 .00 459.03 1.96 1.60 15662.89 25853.45 27992.000 244.00 .00 .00 435.60 13300.00 452.61 .00 452.70 2.47 2.87 6341.18 8456.04 27992.000 244.00 .00 .00 435.60 18900.00 454.35 .00 454.44 2.21 2.91 8574.51 12704.22 27992.000 244.00 .00 .00 435.60 21300.00 455.48 .00 455.55 2.26 2.32 10070.53 14159.87 27992.000 244.00 .00 .00 435.60 36200.00 458.99 .00 459.09 2.11 2.22 14983.22 24924.34 28168.000 176.00 .00 .00 436.60 13300.00 452.69 .00 452.74 1.83 2.05 7281.66 9820.41 28168.000 176.00 .00 .00 436.60 18900.00 454.42 .00 454.48 1.75 2.06 9422.91 14271.77 28168.000 176.00 .00 .00 436.60 21300.00 455.53 .00 455.59 1.50 1.88 10846.48 17409.68 28168.000 176.00 .00 .00 436.60 36200.00 459.04 .00 459.12 1.51 1.77 15731.42 29417.87 A5BLTMP2.DAT 16JUL99 08:28:02 PAGE 25 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 28492.000 324.00 .00 .00 436.30 13300.00 452.74 .00 452.80 1.98 2.13 6873.19 9453.20 28492.000 324.00 .00 .00 436.30 18900.00 454.47 .00 454.54 1.93 2.16 8847.05 13592.46 28492.000 324.00 .00 .00 436.30 21300.00 455.57 .00 455.64 1.67 1.98 10160.06 16479.82 28492.000 324.00 .00 .00 436.30 36200.00 459.08 .00 459.18 1.72 1.87 14734.64 27630.93 - 28720.000 228.00 .00 .00 436.80 13300.00 452.80 .00 452.88 2.83 2.55 5951.54 7903.87 28720.000 228.00 .00 .00 436.80 18900.00 454.52 .00 454.61 2.72 2.59 7750.48 11463.76 28720.000 228.00 .00 .00 436.80 21300.00 455.62 .00 455.71 2.31 2.40 8935.39 14007.18 28720.000 228.00 .00 .00 436.80 36200.00 459.12 .00 459.25 2.32 2.37 12978.79 23754.98 * 28890.000 170.00 .00 .00 437.10 13300.00 452.80 .00 452.99 7.67 3.99 4363.35 4801.90 * 28890.000 170.00 .00 .00 437.10 18900.00 454.55 .00 454.71 6.34 3.71 6173.07 7508.99 * 28890.000 170.00 .00 .00 437.10 21300.00 455.65 .00 455.78 5.10 3.26 7339.11 9432.74 28890.000 170.00 .00 .00 437.10 36200.00 459.15 .00 459.32 4.35 2.94 11264.00 17350.80 29124.000 234.00 .00 .00 437.40 13300.00 452.85 .00 453.27 8.89 5.24 2711.07 4460.37 29124.000 234.00 .00 .00 437.40 18900.00 454.53 .00 455.00 9.12 5.74 4084.17 6256.93 29124.000 234.00 .00 .00 437.40 21300.00 455.70 .00 456.03 10.12 5.05 5207.67 6694.40 29124.000 234.00 .00 .00 437.40 36200.00 459.25 .00 459.51 7.83 4.60 8948.25 12935.28 29651.000 527.00 .00 .00 438.06 13300.00 453.50 .00 453.67 6.35 3.72 4370.48 5276.95 29651.000 527.00 .00 .00 438.06 18900.00 455.22 .00 455.39 6.14 3.73 5901.02 7627.35 29651.000 527.00 .00 .00 438.06 21300.00 456.24 .00 456.39 5.28 3.48 6900.58 9273.76 29651.000 527.00 .00 .00 438.06 36200.00 459.65 .00 459.81 4.98 3.18 11312.96 16220.84 29831.000 180.00 .00 .00 438.14 13300.00 453.65 .00 453.77 3.90 3.04 4795.23 6736.53 29831.000 180.00 .00 .00 438.14 18900.00 455.34 .00 455.49 4.10 3.23 6091.51 9330.22 29831.000 180.00 .00 .00 438.14 21300.00 456.33 .00 456.48 3.72 3.11 6925.88 11049.77 29831.000 180.00 .00 .00 438.14 36200.00 459.73 .00 459.89 3.84 3.15 11185.31 18476.99 * 30027.000 196.00 .00 .00 438.23 13300.00 453.68 .00 453.95 10.58 4.53 3312.54 4088.47 * 30027.000 196.00 .00 .00 438.23 18900.00 455.38 .00 455.69 11.92 4.78 4321.19 5474.12 * 30027.000 196.00 .00 .00 438.23 21300.00 456.38 .00 456.67 11.41 4.50 4970.55 6305.02 * 30027.000 196.00 .00 .00 438.23 36200.00 459.75 .00 460.11 11.44 4.64 7585.20 10702.76 30384.000 357.00 .00 .00 438.14 13300.00 453.95 .00 454.42 11.69 5.75 2469.73 3890.45 30384.000 357.00 .00 .00 438.14 18900.00 455.78 .00 456.35 21.58 6.22 3106.47 4068.82 30384.000 357.00 .00 .00 438.14 21300.00 456.74 .00 457.32 21.47 6.22 3499.60 4597.06 * 30384.000 357.00 .00 .00 438.14 36200.00 460.20 .00 460.84 28.80 6.79 5681.12 6745.37 30604.000 220.00 .00 .00 438.55 13300.00 454.33 .00 454.78 20.51 5.64 2533.29 2936.76 30604.000 220.00 .00 .00 438.55 18900.00 456.44 .00 456.87 19.46 5.57 3742.43 4284.92 30604.000 220.00 .00 .00 438.55 21300.00 457.42 .00 457.80 16.45 5.35 4497.97 5251.69 * 30604.000 220.00 .00 .00 438.55 36200.00 461.01 .00 461.34 12.63 5.23 8179.48 10184.77 * 30958.000 354.00 .00 .00 438.55 13300.00 454.95 .00 455.08 4.24 3.57 4879.68 6459.27 * 30958.000 354.00 .00 .00 438.55 18900.00 457.03 .00 457.14 4.03 2.57 6869.53 9420.19 * 30958.000 354.00 .00 .00 438.55 21300.00 457.93 .00 458.04 3.64 2.39 7850.71 11162.54 * 30958.000 354.00 .00 .00 438.55 36200.00 461.41 .00 461.55 3.37 2.19 12360.65 19714.85 A5BLTMP2.DAT 16JUL99 08:28:02 PAGE 26 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K * 31335.000 377.00 .00 .00 438.55 13300.00 454.23 454.23 456.41 88.00 12.47 1231.77 1417.78 * 31335.000 377.00 .00 .00 438.55 18900.00 456.64 .00 457.81 50.89 10.10 2560.06 2649.28 * 31335.000 377.00 .00 .00 438.55 21300.00 457.83 .00 458.49 30.20 8.02 3733.31 3875.89 * 31335.000 377.00 .00 .00 438.55 36200.00 461.47 .00 461.82 13.21 5.45 7720.16 9959.58 -* 32150.000 170.00 .00 .00 437.00 13300.00 456.60 .00 457.45 9.62 7.49 1924.65 4288.34 * 32150.000 170.00 .00 .00 437.00 18900.00 456.99 .00 458.60 17.86 10.31 2023.06 4472.34 32150.000 170.00 .00 .00 437.00 21300.00 457.91 .00 459.64 18.62 10.78 2287.90 4936.08 32150.000 170.00 .00 .00 437.00 36200.00 461.35 459.95 463.00 18.32 11.77 6031.40 8458.23 32200.000 50.00 463.60- 999999.00 435.00 13300.00 456.50 .00 457.80 5.54 9.40 1510.25 5653.12 32200.000 50.00 463.60- 999999.00 435.00 18900.00 456.80 .00 459.29 10.46 12.98 1556.98 5843.30 32200.000 50.00 463.60 - 999999.00 435.00 21300.00 457.71 .00 460.36 10.91 13.44 1703.79 6448.17 32200.000 50.00 463.60- 999999.00 435.00 36200.00 460.56 .00 465.15 17.51 17.83 2221.51 8651.76 32230.000 50.00 463.60- 999999.00 435.00 13300.00 456.54 .00 457.84 5.49 9.37 1515.99 5676.41 32230.000 50.00 463.60 - 999999.00 435.00 18900.00 456.98 .00 459.38 10.06 12.76 1585.47 5959.83 32230.000 50.00 463.60 - 999999.00 435.00 21300.00 457.91 .00 460.46 10.45 13.20 1737.87 6590.11 * 32230.000 50.00 463.60- 999999.00 435.00 36200.00 463.79 459.20 466.28 17.23 13.56 3447.82 8721.79 * 32250.000 1.00 .00 .00 437.00 9400.00 457.56 .00 457.93 6.31 4.84 2179.50 3743.31 32250.000 1.00 .00 .00 437.00 13200.00 459.11 .00 459.58 8.41 5.80 3053.35 4552.74 32250.000 1.00 .00 .00 437.00 14900.00 460.31 .00 460.68 6.99 5.45 4379.17 5637.62 * 32250.000 1.00 .00 .00 437.00 36200.00 466.42 .00 466.52 2.47 3.95 19441.05 23013.97 * 32305.000 55.00 .00 .00 437.70 9400.00 457.39 .00 458.11 31.07 7.22 1483.61 1686.46 * 32305.000 55.00 .00 .00 437.70 13200.00 458.94 .00 459.77 34.17 7.89 1935.94 2258.09 * 32305.000 55.00 .00 .00 437.70 14900.00 460.15 .00 460.85 27.71 7.36 2375.01 2830.75 32305.000 55.00 .00 .00 437.70 36200.00 466.45 .00 466.54 4.25 3.61 17805.18 17564.51 * 32725.000 420.00 .00 .00 438.20 9400.00 458.54 .00 458.71 6.86 3.89 3532.58 3587.78 * 32725.000 420.00 .00 .00 438.20 13200.00 460.23 .00 460.37 6.43 3.83 5301.66 5206.11 * 32725.000 420.00 .00 .00 438.20 14900.00 461.24 .00 461.35 5.10 3.32 6957.59 6597.42 * 32725.000 420.00 .00 .00 438.20 36200.00 466.62 .00 466.68 2.06 2.76 22589.42 25211.92 33145.000 420.00 .00 .00 438.40 9400.00 458.88 .00 459.05 10.18 3.31 2842.72 2946.54 33145.000 420.00 .00 .00 438.40 13200.00 460.51 .00 460.74 11.28 3.80 3473.41 3930.18 * 33145.000 420.00 .00 .00 438.40 14900.00 461.44 .00 461.67 10.66 3.85 3925.54 4564.62 33145.000 420.00 .00 .00 438.40 36200.00 466.70 .00 466.78 3.47 2.59 19239.26 19426.96 33470.000 325.00 .00 .00 439.00 9400.00 459.10 .00 459.38 8.54 4.29 2191.23 3216.86 33470.000 325.00 .00 .00 439.00 13200.00 460.79 .00 461.14 11.22 4.79 2855.17 3940.79 33470.000 325.00 .00 .00 439.00 14900.00 461.72 .00 462.06 11.14 4.71 3361.25 4464.33 33470.000 325.00 .00 .00 439.00 36200.00 466.78 .00 466.90 3.95 3.34 15137.55 18213.37 34260.000 790.00 .00 .00 438.80 9400.00 459.83 .00 459.95 5.88 2.83 3316.14 3876.19 34260.000 790.00 .00 .00 438.80 13200.00 461.66 .00 461.81 6.34 3.16 4171.45 5244.45 34260.000 790.00 .00 .00 438.80 14900.00 462.54 .00 462.70 5.92 3.16 4687.55 6124.94 34260.000 790.00 .00 .00 438.80 36200.00 467.04 .00 467.26 6.51 4.01 11130.10 14189.68 A5BLTMP2.DAT 16JUL99 08:28:02 PAGE 27 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K * 34850.000 590.00 .00 .00 439.30 9400.00 460.00 .00 460.74 21.63 6.87 1367.48 2021.22 * 34850.000 590.00 .00 .00 439.30 13200.00 461.74 .00 462.78 29.89 8.16 1616.71 2414.58 * 34850.000 590.00 .00 .00 439.30 14900.00 462.56 .00 463.68 34.07 8.50 1752.68 2552.67 * 34850.000 590.00 .00 .00 439.30 36200.00 467.42 .00 467.91 17.05 7.10 8119.87 8766.89 - 34950.000 100.00 .00 .00 439.30 9400.00 460.23 .00 460.95 20.70 6.79 1384.91 2065.93 34950.000 100.00 .00 .00 439.30 13200.00 462.49 .00 463.07 20.74 6.56 2932.49 2898.38 * 34950.000 100.00 .00 .00 439.30 14900.00 463.65 .00 463.97 13.54 5.31 4624.61 4049.31 * 34950.000 100.00 .00 .00 439.30 36200.00 467.87 .00 468.05 6.75 4.68 12659.06 13937.03 * 35700.000 750.00 .00 .00 439.50 9400.00 461.58 .00 462.03 10.13 5.48 2090.27 2953.57 * 35700.000 750.00 .00 .00 439.50 13200.00 463.65 .00 463.96 7.24 5.11 4910.60 4906.59 * 35700.000 750.00 .00 .00 439.50 14900.00 464.39 .00 464.63 6.05 4.83 6243.85 6057.86 35700.000 750.00 .00 .00 439.50 36200.00 468.31 .00 468.49 5.14 5.15 14609.76 15972.03 * 36250.000 550.00 .00 .00 439.80 9400.00 462.13 .00 462.17 .77 1.45 5901.88 10690.19 * 36250.000 550.00 .00 .00 439.80 13200.00 464.03 .00 464.09 .90 1.73 7534.95 13943.31 * 36250.000 550.00 .00 .00 439.80 14900.00 464.69 .00 464.75 .95 1.84 8317.66 15263.00 * 36250.000 550.00 .00 .00 439.80 36200.00 468.50 .00 468.66 1.96 3.07 14876.16 25859.54 * 36970.000 720.00 .00 .00 440.00 10000.00 461.85 .00 462.51 24.39 6.93 1692.50 2024.88 * 36970.000 720.00 .00 .00 440.00 13800.00 463.87 .00 464.39 17.56 6.54 3243.59 3293.50 * 36970.000 720.00 .00 .00 440.00 15600.00 464.59 .00 465.03 15.28 6.31 4052.46 3990.67 * 36970.000 720.00 .00 .00 440.00 36200.00 468.60 .00 468.98 12.09 6.66 9390.33 10409.01 * 37600.000 630.00 .00 .00 440.00 10000.00 462.83 .00 462.96 3.09 3.26 4379.36 5685.74 * 37600.000 630.00 .00 .00 440.00 13800.00 464.61 .00 464.73 2.70 3.30 6403.44 8401.03 * 37600.000 630.00 .00 .00 440.00 15600.00 465.24 .00 465.35 2.68 3.38 7131.52 9537.82 * 37600.000 630.00 .00 .00 440.00 36200.00 469.11 .00 469.31 3.77 4.62 11980.46 18655.60 37800.000 200.00 .00 .00 440.00 10000.00 462.90 .00 463.00 2.68 2.58 4111.77 6112.40 37800.000 200.00 .00 .00 440.00 13800.00 464.65 .00 464.77 2.69 2.82 5774.70 8408.27 37800.000 200.00 .00 .00 440.00 15600.00 465.27 .00 465.39 2.76 2.94 6408.52 9389.17 37800.000 200.00 .00 .00 440.00 36200.00 469.13 .00 469.37 4.36 4.30 10661.19 17337.23 37990.000 190.00 .00 .00 441.00 10000.00 462.94 .00 463.10 3.98 3.31 3309.95 5009.90 37990.000 190.00 .00 .00 441.00 13800.00 464.69 .00 464.86 4.03 3.55 4673.40 6872.07 37990.000 190.00 .00 .00 441.00 15600.00 465.31 .00 465.49 4.15 3.67 5215.93 7659.03 37990.000 190.00 .00 .00 441.00 36200.00 469.19 .00 469.52 6.21 5.08 9288.81 14527.03 38050.000 60.00 .00 .00 441.00 10000.00 463.01 .00 463.12 2.72 2.75 3919.71 6060.71 38050.000 60.00 .00 .00 441.00 13800.00 464.76 .00 464.89 2.81 2.97 5348.77 8228.64 38050.000 60.00 .00 .00 441.00 15600.00 465.38 .00 465.51 2.92 3.08 5910.10 9122.38 38050.000 60.00 .00 .00 441.00 36200.00 469.28 .00 469.55 4.68 4.42 10127.09 16738.47 38200.000 150.00 .00 .00 441.00 10000.00 463.04 .00 463.18 4.69 3.40 3695.26 4617.78 38200.000 150.00 .00 .00 441.00 13800.00 464.80 .00 464.94 4.26 3.48 5342.21 6686.93 38200.000 150.00 .00 .00 441.00 15600.00 465.43 .00 465.57 4.23 3.56 5957.81 7583.44 38200.000 150.00 .00 .00 441.00 36200.00 469.40 .00 469.64 5.80 4.66 10420.29 15025.82 A5BLTMP2.DAT 16JUL99 08:28:02 PAGE 28 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 38550.000 350.00 .00 .00 441.20 10000.00 463.21 .00 463.34 4.48 3.42 3924.74 4725.39 38550.000 350.00 .00 .00 441.20 13800.00 464.96 .00 465.09 4.12 3.37 5380.39 6796.44 38550.000 350.00 .00 .00 441.20 15600.00 465.58 .00 465.71 4.14 3.44 5921.58 7671.19 38550.000 350.00 .00 .00 441.20 36200.00 469.59 .00 469.83 5.41 4.69 10525.70 15563.15 39290.000 740.00 .00 .00 441.88 10000.00 463.58 .00 463.74 5.79 3.86 3635.21 4155.53 39290.000 740.00 .00 .00 441.88 13800.00 465.29 .00 465.47 5.46 4.06 4808.76 5906.68 39290.000 740.00 .00 .00 441.88 15600.00 465.91 .00 466.10 5.51 4.21 5243.84 6643.77 39290.000 740.00 .00 .00 441.88 36200.00 470.01 .00 470.39 8.29 6.17 8130.26 12575.82 * 39440.000 150.00 .00 .00 442.00 10000.00 463.39 .00 464.27 20.58 7.54 1364.05 2204.16 * 39440.000 150.00 .00 .00 442.00 13800.00 465.00 .00 466.11 23.55 8.69 1941.61 2843.94 * 39440.000 150.00 .00 .00 442.00 15600.00 465.59 .00 466.78 24.53 9.12 2193.97 3149.46 * 39440.000 150.00 .00 .00 442.00 36200.00 469.55 .00 471.43 34.59 12.76 4334.55 6154.88 * 39490.000 50.00 .00 .00 442.00 10000.00 464.22 .00 464.51 8.73 4.37 2381.85 3384.46 * 39490.000 50.00 .00 .00 442.00 13800.00 466.06 .00 466.41 9.66 4.88 3064.10 4439.99 * 39490.000 50.00 .00 .00 442.00 15600.00 466.71 .00 467.10 10.28 5.13 3319.35 4865.31 * 39490.000 50.00 .00 .00 442.00 36200.00 470.99 .00 471.85 16.47 7.82 5202.60 8920.22 39540.000 50.00 .00 .00 442.00 9900.00 464.05 .00 464.79 16.65 6.96 1620.77 2426.30 39540.000 50.00 .00 .00 442.00 13700.00 465.92 .00 466.67 15.81 7.43 2586.21 3445.45 39540.000 50.00 .00 .00 442.00 15400.00 466.59 .00 467.34 15.45 7.57 2980.62 3918.24 39540.000 50.00 .00 .00 442.00 36200.00 471.03 .00 471.98 17.98 9.69 6000.53 8536.57 39940.000 400.00 .00 .00 442.00 9900.00 464.70 .00 465.39 13.04 6.98 1807.59 2741.07 39940.000 400.00 .00 .00 442.00 13700.00 466.57 .00 467.26 12.80 7.44 2837.16 3829.90 39940.000 400.00 .00 .00 442.00 15400.00 467.24 .00 467.92 12.59 7.56 3249.68 4339.40 39940.000 400.00 .00 .00 442.00 36200.00 471.83 .00 472.67 15.21 9.62 6322.68 9280.86 40650.000 700.00 .00 .00 440.00 6600.00 465.78 .00 466.07 6.18 4.52 1896.15 2655.56 40650.000 700.00 .00 .00 440.00 9100.00 467.65 .00 467.90 5.57 4.63 3203.39 3857.05 40650.000 700.00 .00 .00 440.00 10200.00 468.30 .00 468.54 5.26 4.63 3736.11 4438.21 40650.000 700.00 .00 .00 440.00 36200.00 473.10 .00 473.60 10.81 7.76 8184.51 11010.05 48000.000 7350.00 .00 .00 445.60 5300.00 468.74 .00 468.83 2.71 2.97 3398.47 3217.01 48000.000 7350.00 .00 .00 445.60 8000.00 470.19 .00 470.27 2.62 3.11 5452.85 4942.44 48000.000 7350.00 .00 .00 445.60 9800.00 470.77 .00 470.86 2.83 3.31 6341.73 5826.74 * 48000.000 7350.00 .00 .00 445.60 36200.00 476.46 .00 476.57 3.35 4.37 15757.70 19773.15 51350.000 3350.00 .00 .00 446.50 4000.00 469.51 .00 469.58 1.72 2.23 2106.15 3051.74 * 51350.000 3350.00 .00 .00 446.50 7000.00 471.35 .00 471.42 4.51 2.35 4064.46 3295.71 51350.000 3350.00 .00 .00 446.50 9400.00 472.03 .00 472.11 4.83 2.61 5035.44 4277.00 51350.000 3350.00 .00 .00 446.50 36200.00 477.64 .00 477.73 3.16 3.12 17230.04 20359.62 53350.000 2000.00 .00 .00 448.00 4000.00 469.79 .00 469.85 1.06 2.07 2360.43 3893.07 * 53350.000 2000.00 .00 .00 448.00 7000.00 471.83 .00 471.92 1.69 2.84 4024.30 5386.51 * 53350.000 2000.00 .00 .00 448.00 9400.00 472.59 .00 472.71 2.15 3.29 5361.10 6416.45 * 53350.000 2000.00 .00 .00 448.00 36200.00 478.04 .00 478.10 1.49 3.25 26206.98 29658.97 ASBLTMP2.DAT 16JUL99 08:28:02 PAGE 36 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 26830.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27165.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27449.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28890.000 WARNING SECNO= 28890.000 WARNING SECNO= 28890.000 WARNING SECNO= 30027.000 WARNING SECNO= 30027.000 WARNING SECNO= 30027.000 WARNING SECNO= 30027.000 WARNING SECNO= 30384.000 WARNING SECNO= 30604.000 WARNING SECNO= 30958.000 WARNING SECNO= 30958.000 WARNING SECNO= 30958.000 WARNING SECNO= 30958.000 CAUTION SECNO= 31335.000 CAUTION SECNO= 31335.000 WARNING SECNO= 31335.000 WARNING SECNO= 31335.000 WARNING SECNO= 31335.000 WARNING SECNO= 32150.000 WARNING SECNO= 32150.000 CAUTION SECNO= 32230.000 WARNING SECNO= 32250.000 WARNING SECNO= 32250.000 WARNING SECNO= 32305.000 WARNING SECNO= 32305.000 WARNING SECNO= 32305.000 WARNING SECNO= 32725.000 WARNING SECNO= 32725.000 WARNING SECNO= 32725.000 WARNING SECNO= 32725.000 WARNING SECNO= 33145.000 WARNING SECNO= 34850.000 WARNING SECNO= 34850.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CRITICAL DEPTH ASSUMED PROFILE= 1 MINIMUM SPECIFIC ENERGY PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ASBLTMP2.DAT 16JUL99 08:28:02 WARNING SECNO= 34850.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34950.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34950.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 WARNING SECNO= 36250.000 WARNING SECNO= 36250.000 WARNING SECNO= 36250.000 WARNING SECNO= 36970.000 WARNING SECNO= 36970.000 WARNING SECNO= 36970.000 WARNING SECNO= 36970.000 WARNING SECNO= 37600.000 WARNING SECNO= 37600.000 WARNING SECNO= 37600.000 WARNING SECNO= 37600.000 WARNING SECNO= 39440.000 WARNING SECNO= 39440.000 WARNING SECNO= 39440.000 WARNING SECNO= 39440.000 WARNING SECNO= 39490.000 WARNING SECNO= 39490.000 WARNING SECNO= 39490.000 WARNING SECNO= 39490.000 WARNING SECNO= 48000.000 WARNING SECNO= 51350.000 WARNING SECNO= 53350.000 WARNING SECNO= 53350.000 WARNING SECNO= 53350.000 WARNING SECNO= 55590.000 WARNING SECNO= 55590.000 WARNING SECNO= 55590.000 WARNING SECNO= 55590.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE =2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 37 ❑�❑ Kimley -Horn and Associates, Inc. Payne Family Interests Duplicate Effective Floodway Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL I \PROD \HYDRO \projects \06309306 \4thSubm \Report\denton2.doc ASBLTFW2.DAT +++++++++++++ + + + + + + + + + + + + + + + + * * + + + + + + + + + * + ++ * HEC -2 WATER SURFACE PROFILES + + * Version 4.6.2; May 1991 + + * RUN DATE 15JUL99 TIME 09:13:31 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 ++++++++ + + + + + * + + * + + + + + + + + + + * + + + + + + + + + ++ ASBLTFW2.DAT 15JUL99 09:13:31 *+++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 DENTON CREEK T2 DENTON CREEK T3 DENTON CREEK, J1 ICHECK INQ 0 4 J2 NPROF IPLOT 1 0 PAGE 1 THIS RUN EXECUTED 15JUL99 09:13:31 MANSIONS BY LAKE AS -BUILT - DAI /RES 12/98, MBJ /BMS 6/99 100 YR DISCHARGE PROFILE FIS W/ FLOODWAY TEXAS FILE: "ASBLTFW2.IH2" NINV IDIR STRT METRIC HVINS Q WSEL 0 0 0 0 0 0 453.5205 PRFVS XSECV XSECH FN ALLDC IBW CHNIM -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 115 150 200 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 34850 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268 +80 THROUGH 313 +35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. FQ ITRACE QT 8 20600 20600 20600 20600 20600 20600 20600 20600 NC .055 .055 .035 .1 .3 ET 2494. 2742. 2.1 7.1 2494. 2743. X1 25530 45 2495.2 2742.67 700 560 700 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 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 3100 GR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 3620 GR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 4100 GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 4600 ET 2495 2780 2.1 7.1 2495 2780 0 X1 25770 40 2495.2 2780 240 240 240 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 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 ASBLTFW2.DAT ISJUL99 09:13:31 PAGE 2 GR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 457.8 3230 GR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 457.1 3515 GR 457.1 3540 456 3555 456 3590 459.6 3600 457.7 4360 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 .055 NH 5200 - NOTE: GR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY -DAVIS FIS UPDATE CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AHHA. ET 2619. 5200. 2.1 7.1 2619.58 3200. X1 26830 42 2619.58 3100 1030 960 1010 GR 464.9 550 461.9 600 459.1 700 455.9 800 452.9 900 GR 451.7 1000 451.3 1100 451.2 1200 450.9 1300 451.1 1400 GR 452.8 1500 452.8 1600 452.4 1700 453.2 1800 453.1 1900 GR 453.3 2000 454.2 2100 454.4 2200 455.3 2300 456 2400 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 2702 436.74 2738 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 3005 436.3 3027 GR 436.5 3062 452 3100 454 3200 452 3230 452 3290 GR 452.0 3500 452 3650 452.0 3920 456.3 4000 460 4250 GR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268 +80 THRU 313 +35 FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. AHHA. NOTE: SECTIONS 268 +80 THROUGH 313 +35 R.O.B. FLOODWAY SET AT 100 YEAR CWSEL END STATION BEGIN PROPOSED PARK IMPROVEMENTS NH 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 1521.0 .07 NH 1634.0 .045 2761.0 ET 7.1 1012.0 2668.71 X1 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 1113.0 436.76 1188.0 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 1634.0 456.0 1666.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 453.8 2084.0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 2658.0 ET 7.1 985.0 2610.10 Xi 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 1137.0 GR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 459.0 1308.0 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 453.0 1420.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 1808.0 448.5 1909.0 GR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 450.0 2460.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 ASBLTFW2.DAT ISJUL99 09:13:31 PAGE 3 NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 ET 7.1 1014.0 2736.39 X1 27449 39.0 1014.0 1534.0 240 248 284 GR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 GR 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 GR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 GR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 GR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION FIS SECTION 280 +80 'n' VALUE LOWERED FOR PROPOSED CONDS. THRU LAKE EXPANSION AREA NH 8 .05 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 ET 7.1 1071.0 2767.54 X1 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 GR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 1371.0 459.0 1426.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 GR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 2789.0 'n' VALUE LOWERED THRU LAKE EXPANSION AREA NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 ET 7.1 1041.0 2589.88 X1 27992 42.0 1041.0 1543.0 213 309 244 GR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 GR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 GR 455.0 2587.0 460.0 2617.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 NH 2496.0 ET 7.1 1021.0 2470.91 X1 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 GR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 ASBLTFW2.DAT 15JUL99 09:13:31 PAGE 4 GR 446.6 2297.0 448.0 2319.0 449.0 2339.0 450.0 2384.0 451.0 2437.0 GR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIS SECTION 288 +70 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 8 .05 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 NH 1605.0 .040 1642.0 .035 2384.0 .040 2599.0 - ET 7.1 1215.0 2578.64 Xl 28492 32.0 1215.0 1605.0 406 307 324 GR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 GR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 GR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 GR 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 GR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 GR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 GR 455.0 2576.0 460.0 2599.0 NH 10 .05 1321.0 .04 1537.0 .065 1576.0 .04 1643.0 .07 NH 1689.0 .040 1830.0 .035 1945.0 .040 2150.0 .035 2350.0 .04 NH 2543.0 ET 7.1 1280.0 2516.67 X1 28720 40.0 1280.0 1689.0 173 338 228 GR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 GR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 GR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 GR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 GR 450.0 1746.0 449.0 1758.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 GR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 GR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 GR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 NH 6 .05 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 NH 1699.0 .040 2703.0 ET 2526 2.1 7.1 1289.0 2526.00 X1 28890 45.0 1289.0 1696.0 153 194 170 GR 462.0 1289.0 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 GR 437.71 1433.0 450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 GR 459.0 1564.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 GR 437.1 1637.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 GR 460.0 1709.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 GR 448.0 1802.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 GR 450.0 2253.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 GR 451.0 2457.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 GR 456.5 2555.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 APPROXIMATE LOCATION FIS SECTION 296 +10 NH 4 .0S 1318.0 .04 1542.0 .07 1654.0 .040 2490.0 ET 7.1 1264.0 2359.22 X1 29124 29 1264.0 1620.0 161 337 234 GR 462.0 1264.0 460.0 1272.0 455.0 1293.0 450.0 1318.0 437.83 1367.0 GR 437.83 1409.0 449.5 1456.0 437.4 1488.0 437.6 1512.0 450.0 1542.0 GR 455.0 1577.0 459.0 1620.0 459.0 1654.0 455.0 1673.0 451.0 1693.0 GR 450.5 1705.0 451.0 1715.0 452.0 1755.0 453.0 1846.0 453.8 2015.0 GR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 453.0 2333.0 15JUL99 09:13:31 GR 454.0 2340.0 455.0 2345.0 NH 10 .05 1219.0 .04 NH 1620.0 .040 1735.0 .040 NH 2777.0 ET X1 29651 48.0 1168.0 1615.0 GR 462.0 1168.0 460.0 1176.0 GR 438.06 1320.0 450.0 1368.0 GR 458.0 1471.0 455.0 1497.0 GR 450.0 1597.0 455.0 1605.0 GR 455.0 1625.0 450.0 1670.0 GR 450.8 1932.0 450.0 2102.0 GR 449.9 2162.0 450.0 2170.0 GR 458.0 2403.0 455.0 2486.0 GR 457.0 2558.0 455.0 2566.0 GR 459.0 2604.0 459.0 2772.0 NH 10 .05 1175.0 .04 NH 1654.0 .040 1770.0 .035 NH 2771.0 ET X1 29831 47 1147.0 1570.0 GR 462.0 1147.0 460.0 1155.0 GR 438.14 1296.0 450.0 1343.0 GR 460.0 1421.0 459.0 1444.0 GR 439.3 1518.0 450.0 1543.0 GR 459.8 1586.0 455.0 1607.0 GR 449.0 1735.0 447.9 1770.0 GR 457.0 2139.0 458.0 2239.0 GR 458.0 2388.0 455.0 2396.0 GR 459.0 2434.0 459.0 2476.0 GR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION PIS SECTION 305 +70 NH 8 .05 1176.0 .04 NH 1672.0 .045 1940.0 .035 ET Xi 30027 34 1128.0 1525.0 GR 462.0 1128.0 460.0 1136.0 GR 438.23 1267.0 450.0 1314.0 GR 450.0 1420.0 439.8 1434.0 GR 460.0 1525.0 460.5 1548.0 GR 459.0 1740.0 457.0 1758.0 GR 450.0 1908.0 447.9 1940.0 GR 454.0 2116.0 455.0 2131.0 NH 9 .05 1095.0 .04 NH 1668.0 .045 1694.0 .07 ET ASBLTFW2.DAT PAGE 5 459.0 2426.0 460.0 2490.0 1410.0 .065 1529.0 .04 1597.0 .07 1780.0 .040 2486.0 .075 2604.0 .045 7.1 1168.0 2590.89 600 404 527 455.0 1196.0 450.0 1219.0 438.06 1267.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 460.0 2777.0 1421.0 .065 1480.0 .04 1543.0 .07 2090.0 .045 2396.0 .075 2434.0 .045 7.1 1147.0 2421.32 171 197 180 455.0 1175.0 450.0 1197.0 438.14 1244.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 1314.0 .065 1420.0 .04 1476.0 .07 1975.0 .045 2190.0 7.1 1128.0 2140.64 148 299 196 455.0 1156.0 450.0 1176.0 438.23 1223.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 459.0 2159.0 460.0 2190.0 1225.0 .065 1320.0 .04 1377.0 .07 1951.0 .045 1977.0 .07 2150.0 7.1 1045.0 1994.78 ASBLTFW2.DAT PAGE 6 371 15JUL99 09:13:31 X1 30384 46.0 1045.0 1447.0 GR 462.0 1045.0 460.0 1053.0 GR 438.14 1178.0 450.0 1225.0 GR 455.0 1307.0 450.0 1320.0 GR 450.0 1377.0 455.0 1391.0 GR 460.0 1504.0 460.0 1570.0 GR 450.0 1668.0 445.0 1673.0 GR 460.0 1716.0 460.0 1756.0 GR 458.0 1888.0 455.0 1930.0 GR 450.0 1977.0 455.0 1982.0 GR 460.0 2150.0 458.0 2096.0 APPROXIMATE LOCATION FIS SECTION 312 +30 NH 10 .05 1063 .04 NH 1469 .045 1496 .07 NH 2395 269 ET 220 X1 30604 49 1014 1350 GR 461.0 1014 460.0 1022 GR 438.55 1141 450.0 1187 GR 450.0 1244 449.0 1247 GR 446.0 1295 447.0 1297 GR 461.0 1350 461.0 1454 GR 446.0 1473 446.0 1488 GR 461.0 1582 461.0 1601 GR 452.0 1751 455.0 1796 GR 450.0 1876 447.0 1885 GR 456.0 2048 458.0 2191 NH 7.0 .0500 1093.0 .0400 NH 2157 .0450 2173 .0700 ET 2504.0 X1 30958 33 1048.0 1285.0 GR 461.0 1048.0 460.0 1056.0 GR 438.55 1142.0 450.0 1183.0 GR 465.3 1298.0 450.0 1346.0 GR 448.0 1496.0 448.0 1636.0 GR 451.0 1940.0 453.0 1987.0 GR 455.0 2146.0 448.0 2157.0 GR 457.0 2232.0 459.0 2380.0 NH 7.0 .0500 1094.0 .0400 NH 2103.0 .0450 2124.0 .0700 ET 2504.0 X1 31335 32 1037.0 1204.0 GR 461.0 1037.0 460.0 1045.0 GR 438.55 1140.0 450.0 1176.0 GR 461.0 1228.0 460.0 1231.0 GR 453.0 1342.0 453.0 1396.0 GR 456.0 1739.0 456.0 1889.0 GR 449.0 2103.0 449.0 2117.0 GR 460.0 2180.0 461.0 2193.0 ASBLTFW2.DAT PAGE 6 371 410 357 455.0 1073.0 450.0 1095.0 438.14 1142.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 1187 .065 1247 .04 1301 .07 1601 .040 1831 .045 1895 0.07 7.1 1014 2149.69 269 319 220 455.0 1042 450.0 1063 438.55 1109 455.0 1211 455.8 1220 455.0 1230 448.0 1273 447.0 1276 446.0 1282 450.0 1301 455.0 1316 460.0 1340 460.0 1457 455.0 1464 450.0 1469 450.0 1496 455.0 1506 460.0 1527 460.0 1618 455.0 1653 452.0 1730 458.0 1831 458.0 1863 455.0 1867 447.0 1895 450.0 1898 455.0 1917 459.0 2247 461.0 2395 1183.0 .0700 1346.0 .0400 2028.0 .0700 2504.0 7.1 1048.0 2300.64 303 302 354 455.0 1076.0 450.0 1093.0 438.55 1134.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 461.0 2504.0 1176.0 .0700 1283.0 .040 2090.0 .0700 2193.0 7.1 1037.0 2171.32 377 344 377 455.0 1065.0 450.0 1094.0 438.55 1130.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 END AHH CROSS SECTION ASBLTFW2.DAT 15JUL99 09:13:31 PAGE 7 CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. NC .055 .055 .035 .5 .7 ET 3040. 6180. 2.1 7.1 3040. 4400. - X1 32150 40 3400 3525 160 180 170 GR 470 1000 461 1600 461 1800 458 2000 459 2100 GR 457 2200 457 2220 459 2320 456.5 2620 455 2640 GR 457 2650 456.5 2680 459 2900 459 3100 460 3200 GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 GR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GR 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720 GR 461 5110 462 5200 462 5460 464 5800 470 6180 NC 0.055 0.055 0.015 0.0 0.0 0. 0. 0. 0. 0. NH S. .055 3390.5 .015 3539.5 .055 4366. .02 4411. .05 NH 5734. ET 0. 3050. 6260. 2.1 7.1 3050. 4440. 0. 0. X1 32200. 62. 3390.5 3539.5 50. 50. 50. 0. 0. 0. BT -9. 3380. 465. 463. 3552. 465. 463. 3600. 466. BT 3740. 464. 3880. 463.6 3960. 464. BT 4190. 466. 4340. 466.9 465.4 4411. 466.8 465.4 GR 472. 900. 467. 1310. 462. 1700. 460.5 2000. 461.5 2200. GR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430. 459.5 2520. GR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000. 462. 3280. GR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425. 446.5 3432. GR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455. 435. 3475. GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498. 450.0 3505. GR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600. 464. 3740. GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. 465.4 4340. GR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366. GR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397. GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411. 466.8 4434. GR 465.7 4534. 465.1 4634. 464. 4734. 463.2 4834. 463.5 4934. GR 464.4 5014. 466. 5734. ET 0. 3050. 6260. 2.1 7.1 3050. 4440. 0. 0. X1 32230. 0. 0. 0. 50. 50. 50. 0. 0. 0. X2 0. 0. 0. 1. QT 8. 14900. 14900. 14900. 14900. 14900. 14900. 14900, 14900. NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. 0. 0. ET 0. 3040. 6180. 2.1 7.1 3040. 4400. 0. 0. X1 32250. 41. 3400. 3525. 1. 1. 1. GR 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100. GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620. 455. 2640. GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200. GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. GR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525. GR 461.5 3650. 458. 3920. 459. 3980. 458. 4240. 456. 4280. GR 456. 4350. 458. 4350. 453.5 4380. 457.5 4400. 458. 4520. ASBLTFW2.DAT 462. 15JUL99 09:13:31 5460. 464. GR 461. 4720. 461. 5100. GR 470. 6180. 0. 0. NH 6. 0.050 1323. 0.055 NH 3570. 0.050 4000. 55. ET 0. 0.0 0.0 0.0 X1 32305. 53. 2110. 2325. - GR 470. 50. 470. 50. GR 467. 50. 466. 135. GR 461. 1740. 461. 1740. GR 464. 1975. 465. 2045. GR 460. 2160. 455. 2175. GR 437.7 2232. 438. 2239. GR 455. 2281. 460. 2325. GR 458. 3200. 457. 3218. GR 451. 3292. 452. 3308. GR 461. 3369. 462. 3400. GR 464. 3940. 465. 3970. NH 6. 0.050 1273. 0.055 NH 3840. 0.050 3960. 0.045 ET 0. 0.0 0.0 0.0 X1 32725. 53. 1940. 2150. GR 470. 0.0 470. 0.0 GR 465. 0.0 464. 90. GR 461. 1568. 453. 1592. GR 463. 1940. 460. 1960. GR 440. 2025. 439. 2030. GR 445. 2070. 450. 2080. GR 461. 2165. 461. 2500. GR 459. 3350. 455. 3605. GR 459. 3677. 458. 3681. GR 459. 3710. 460. 3825. GR 464, 3875. 465. 3890. QT 8. 14900. 14900. 14900 NH 5. 0.050 1305.9 0.055 NH 3560. ET 0. 0.0 0.0 0.0 Xi 33145. 42. 1390. 1960. X3 10. 7.1 1390. GR 470. -175. 470. -175. GR 465. 1305.9 460.33 1315. GR 452. 1485. 451.75 1515. GR 463. 1752. 462. 1779. GR 450. 1825. 445. 1835. GR 439. 1870. 440. 1878. GR 460. 1930. 461. 1938. GR 462. 2005. 461. 2039. GR 462. 3510. 470. 3560. ASBLTFW2.DAT 462. 5200. 462. 5460. 464. 5800. 0. 0. 0. 0. 0. 0. 1740. 0.060 2110. .045 2325. 0.055 7.1 1825. 3316. 55. 55. 55. 470. 50. 470. 50. 470. 50. 465. 220. 465. 1323. 461. 1335. 461. 1740. 462. 1825. 463. 1890. 465. 2110. 464. 2125. 463. 2140. 450. 2204. 445. 2218. 440. 2225. 440. 2245. 445. 2253. 450. 2263. 461. 3050. 460. 3140. 459. 3180. 455. 3265. 452. 3283. 451. 3289. 455. 3329. 459. 3350. 460. 3360. 461. 3570. 462. 3910. 463. 3930. 470. 4000. 1568. 0.060 1940. 0.045 2150. 0.055 7.1 1634. 3632. 380. 520. 420. 470. 0.0 470. 0.0 470. 0.0 465. 180. 465. 1273. 461. 1285. 453. 1842. 464. 1895. 464. 1895. 455. 1981. 450. 2002. 445. 2018. 438.2 2040. 439. 2050. 440. 2053. 455. 2090. 460. 2124. 461. 2150. 463. 2700. 463. 2805. 460. 2885. 452. 3615. 455. 3628. 459. 3632. 457. 3689. 457. 3694. 458. 3702. 461. 3840. 462. 3850. 463. 3865. 470. 3960. 14900. 14900. 14900. 14900. 14900. 1420.6 0.060 1752. 0.045 1960. 0.055 7.1 1390. 1960. 385. 290. 420. 470. -175. 470. -175.. 465. -175. 460.55 1350.1 460.64 1390. 453. 1420.6 452. 1545. 453. 1620. 463. 1660. 461. 1789. 460. 1795. 455. 1810. 440, 1848. 439. 1852. 438.4 1862. 445. 1889. 450. 1898. 455. 1903. 462. 1951. 463. 1960. 463. 1969. 461. 2750. 460. 2800. 460. 3500. PAGE 8 ASBLTFW2.DAT 15JUL99 09:13:31 PAGE 9 NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 2537. ET 0. 0.0 0.0 0.0 7.1 1135. 1603. X1 33470. 43. 1135, 1603. 315. 260. 325. X3 10. GR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. - GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. GR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1628. GR 456.2 1650. 454. 1670. 454. 1745. 456.2 1765. 458. 1785. GR 460. 1815. 460, 1965. 458. 2005. 458. 2065. 460. 2100. GR 461.2 2245. 461. 2515. 466. 2537. NH 5. 0.055 1201. 0.060 1280. 0.045 1392. 0.055 1825. 0.050 NH 1845. ET 0. 0.0 0.0 0.0 7.1 868. 1480. X1 34260. 34. 868. 1520. 830. 250. 790. X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. GR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. GR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. GR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. GR 461. 1620. 461. 1825. 462. 1830. 466. 1845. NH 5. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1533. 0.055 NH 1575. ET 0. 0.0 0.0 0.0 7.1 660. 1500. X1 34850. 25. 1310. 1533. 520. 640. 590. 0.0 0.0 0.0 X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. GR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. GR 462.0 1036. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1470. GR 462. 1484. 464. 1533. 465. 1548. 466. 1560. 467. 1575. ET 0. 0.0 0.0 0.0 7.1 660. 1520. NH 5. .050 355. .055 1005. .060 1310. .045 1520. .055 NH 1575. X1 34950. 28. 1310. 1520. 110. 90. 100. GR 470. -380. 465. -380. 464. -260. 463. -240. 463. -70. GR 463.48 0. 463. 62. 462. 190. 461. 355. 461. 1005. GR 462. 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. GR 464. 1520. 466. 1560. 467. 1575. ASBLTFW2.DAT 15JUL99 09:13:31 ET 0. 0.0 0.0 0.0 2524 7.1 2700 NH 5. .050 1370. .055 2057, .060 3106. NH 4220. 3525 15600. 045 3170. .040 SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO 3060. LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES /DAI 12/98 0. X1 35700 30 3106 3233 750 750 750 -13R 470.00 1000 468.00 1250 465.60 1370 463.20 GR 463.10 2057 462.00 2127 460.40 2331 460.40 GR 462.00 2962 460.00 3106 458.00 3127 450.00 GR 439.50 3188 444.00 3219 450.00 3223 460.00 GR 462.50 3303 460.30 3348 462.00 3401 464.00 GR 467.20 3549 468.00 3678 469.00 3815 470.00 ET 0. 0.0 0.0 0.0 7.1 2825 NH 5. .060 2260. .055 2720. .060 3028. NH 3550. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO GR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERBANK LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO AND INEFF. FLOW AREA. RES /DA X1 36250 29 3028 3170 530 530 550 GR 472.00 1000 470.00 1000 468.00 1150 467.30 GR 464.00 2140 464.80 2260 462.00 2460 460.70 GR 464.70 2720 464.00 2903 462.00 2965 460.00 GR 450.00 3051 444.00 3055 439.80 3086 444.00 GR 460.00 3138 462.00 3150 462.00 3170 448.00 GR 463.00 3495 463.00 3505 468.00 3550 472.00 QT 8. 15600. 15600. 15600. 15600. 15600. 15600. ET 0. 0.0 0.0 0.0 7,1 2900. NC .1 .3 0. 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2900. NH 3960. 0.050 4070. 0. 0. 0. 0. LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES /DAI 12/98 EXIS. POND IN RT. OVERBANK Xi 36970. 36. 2900. 3060, 600. 600. 720. GR 483. 1000. 477.5 1050. 475. 1200. 475. GR 466. 2530. 462. 2620. 462. 2750. 463.5 GR 465. 2900. 458. 2930. 453.5 2930. 444. GR 442.7 2970. 450.6 2975. 454. 2985. 456. GR 463.3 3200. 462. 3300. 462. 3400. 464. GR 463.0 3645. 460. 3658. 457. 3690. 457. GR 463.0 3790 465. 3815. 468.5 3835. 469. GR 473. 4070. ET 7.1 1780 NH 4. .055 2000. .045 2160. .055 2400. SECTION ADDED FROM TOPO. RES 3/8/97 X1 37600. 22. 2000. 2160. 570. 350. 630. GR 471. 650. 470. 1220. 468. 1460. 466. GR 462. 1720. 461.5 1900. 461. 1950. 460. GR 440. 2105. 445. 2120. 460. 2160. 460. GR 461 2570. 462 2610 461 2650 458 GR 452 2730. 470 2730 PAGE 10 3400 045 3233. .055 1754 462.20 1940 2471 462.00 2524 3153 444.00 3158 3233 462.00 3273 3426 467.00 3428 3957 472.00 4220 3525 15600. 045 3170. .040 1500 467.00 2100 2500 460.70 2600 2993 458.00 3028 3116 450.00 3123 3250 448.00 3470 3550 15600. 15600. 3835. 0. 0. 0. 0.045 3060. 0.060 0. 0. 0. 1430. 470. 2330. 2600. 462. 2850. 2930. 440. 2937. 2990. 462. 3060. 3430. 464.5 3570. 3730. 460. 3765. 3960, 469. 3990. 2710 .040 2730 1540. 464. 1570. 2000. 445. 2065. 2400 460 2400 2680 452 2700 ASBLTFW2.DAT 15JUL99 09:13:31 PAGE 11 ET 7.1 1630 2430 NH 4. .055 2055. .045 2135. .055 2185 .040 2455 SECTION ADDED FROM TOPO. RES 3/8/97 Xl 37800 25 2020. 2185. 50. 100. 200. GR 470. 1100. 468 1350 466 1400 464 1450 462 1600 GR 462. 1720. 461.5 1800 462 1850 463 1900 462 2020 -GR 450. 2055 445. 2 07 7 440 2100 445 2125 450 2135 GR 460. 2185 461. 2215 457 2260 451 2280 451 2360 GR 457 2380 459.7 2400 464 2401 464 2455 470 2455 ET 7.1 1700 2520 NH S. .05 1540. .06 2100. .045 2260. .040 2320 .040 NH 2570 SECTION ADDED FROM TOPO, AS -BLT SURVEY. RES 12/98 X1 37990. 36. 2100. 2260. 210 280 190 GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. GR 468. 1540. 464. 1560. 466. 1600. 464. 1650. 462. 1670. GR 462. 1900. 464. 2000. 466. 2050. 467. 2100. 466. 2110. GR 464. 2120. 462. 2125. 460. 2130. 450. 2160. 444. 2170. GR 441. 2200. 444. 2208. 450. 2220. 460. 2250. 462. 2260. GR 462. 2260. 462. 2320. 459. 2345. 457. 2370. 451. 2390. GR 451. 2455. 458. 2475. 460. 2475. 463. 2525. 464. 2570. GR 473. 2570. ET 7.1 1700 2530 NH 5. .05 1540. .06 2100. .045 2260. .055 2260. .04 NH 2595 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38050. 36. 2100. 2260. 60 60 60 GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468, 1450. GR 468. 1540. 464. 1560. 466. 1600. 464. 1650. 462. 1670. GR 462. 1900. 464. 2000. 466. 2050. 467. 2100. 466. 2110. GR 464. 2120. 462. 2125. 460. 2130. 450. 2160. 444. 2170. GR 441. 2200. 444. 2208. 450. 2220. 460. 2250. 462. 2260. GR 462. 2260. 462. 2320. 459. 2345. 457. 2365. 451. 2385. GR 451. 2480. 457. 2505. 459. 2540. 463. 2575. 464. 2595. GR 473. 2595. ET 7.1 1751. 2600. NH 5. .05 1540. .06 2100. .045 2270. .055 2295. .045 NH 2640. X1 38200. 40. 2100. 2270. 150. 150. 150. GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. GR 468. 1540. 466. 1570. 464. 1600. 462. 1650. 461. 1760. GR 462. 1930. 464. 2050. 466. 2070. 467.4 2100. 466. 2120. GR 464. 2125. 462. 2135. 460. 2142. 450. 2160. 444. 2170. GR 441. 2185. 444. 2200. 450. 2215. 460. 2255. 462. 2270. GR 462. 2295. 462. 2330. 457. 2375. 451. 2395. 451. 2410. GR 457. 2425. 464. 2465. 464. 2480. 457. 2530. 451. 2550. GR 451. 2570. 457. 2588. 459. 2605. 464. 2640. 473. 2640. ASBLTFW2.DAT 15JUL99 09:13:31 ET 1640 464 2000 460 2140 7.1 1810 2610 NH 6. .06 1900 .05 2040 .06 2100 .045 NH 2300 .045 2620 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38550. 32 2100 2225 340 330 350 GR 473.2 1340 470 1340 466 1490 466 1600 GR 462 1700 461 1850 460.8 1900 462 1960 GR 466 2040 466 2100 464 2110 462 2130 GR 444 2175 441.2 2190 444 2205 460 2225 GR 457 2355 457 2450 460 2480 457 2505 GR 451 2555 457 2575 459 2595 462 2610 GR 463 2620 473 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 5. .05 1275. .055 1540. .045 1675. .055 NH 2310. NC .3 .5 ET 1360 2064 2.1 7.1 1360. 2064. X1 39290. 30. 1525. 1675. 600. 800. 740. GR 474. 1000. 472. 1030. 470. 1070. 468. 1115. GR 464. 1275. 462. 1320. 460.3 1345. 462. 1400. GR 464. 1525. 462. 1540. 460. 1550. 450. 1560. GR 441.88 1580. 445. 1600. 450. 1615. 460. 1675. GR 458. 1750. 458. 1950. 460. 2000. 462. 2150. GR 466. 2180. 468. 2190. 470. 2200. 472. 2240. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 NH 4710. 0.055 6040. 0. 0. 0. 0. 0. NC .3 .5 ET 0. 3921 4514 2.1 7.1 3921. 4514. Xl 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. GR 464. 4000. 468. 4025. 464. 4040. 444. 4090. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 6 .05 1090 .05 2380 .055 3760 .045 NH 4950 .055 6200 NC .3 .5 ET 3880 4505 2.1 7.1 3887.8 4447.8 X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 GR 477.5 3060 478.2 3175 477 3320 477 3470 GR 465 3782 462.7 3885 462.3 3895 463 3914 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 GR 495 5940 499 6120 500 6200 PAGE 12 2225 .05 468 1640 464 2000 460 2140 461.2 2300 451 2525 462 2610 2175. .05 466. 1200. 464. 1450. 445. 1565. 460. 1710. 464. 2175. 474. 2310. 4150. 0.060 0. 0. 487. 1530. 477. 2480. 463. 3900. 442. 4110. 466.5 4710. 482. 5460. 0. 0. 4670 .05 478 2670 478 3760 464 3965 442 4183 478.5 4505 483.5 5520 ASBLTFW2.DAT 15JUL99 09:13:31 PAGE 13 QT 8 15400 15400 15400 15400 15400 15400 15400 15400 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 6 .OS 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 NC .3 .5 ET 3900 4600 2.1 7.1 3989.26 4465.4 -X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. BMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 ET 7.1 1280 1680 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 QT 8 10200 10200 10200 10200 10200 10200 10200 10200 NC RECORD ADDED FOR S.H. 121 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 NC .1 .3 ET 7.1 4546.9 5045.9 Xi 40650 32 4730 4815 1000 400 700 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT 8 9800 9800 9800 9800 9800 9800 9800 9800 NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 ET 7.1 1739 3039 X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 ASBLTFW2.DAT 15JUL99 09:13:31 PAGE 14 GR 498.4 5020 501.5 5200 QT 8 9400 9400 9400 9400 9400 9400 9400 9400 NH 6 .05 1400 AS 2930 .055 4160 .045 4515 .058 NH 4585 .06 5420 ET 7.1 3915 4515 X1 51350 30 4160 4515 3600 3700 3350 - GR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 GR 482 4615 484 4675 498 5215 500 5330 505.5 5420 NH 6 .05 1300 .055 3400 .05 5570 .045 5670 .058 NH 6120 .055 6230 ET 7.1 4470 5670 X1 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 474 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 NH 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 ET 7.1 3590 4340 X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 487 1300 484 1500 486 1550 GR 489 1900 480 2000 475 2500 475 2600 471 3000 GR 472 3600 472 3900 473 4000 476 4240 470 4250 GR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 GR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 ET 7.1 3665 4415 X1 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 ASBLTFW2.DAT 15JUL99 09:13:31 T1 DENTON CREEK T2 DENTON CREEK T3 DENTON CREEK, J1 ICHECK INQ 0 6 J2 NPROF IPLOT 15 0 - MANSIONS BY LAKE AS -BUILT - 100 YR DISCHARGE PROFILE FIS TEXAS FILE: "ASBL' NINV IDIR STRT 0 0 0 PRFVS XSECV XSECH -1 DAI /RES 12/98 W/ FLOODWAY C- FW.IH2" METRIC HVINS Q 0 0 FN ALLDC IBW WSEL FQ 0 454.11 CHNIM ITRACE PAGE 15 A5BLTFW2.DAT 15JUL99 09:13:31 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE 16 THIS RUN EXECUTED 15JUL99 09:13:31 NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 25530.000 453.52 .00 454.25 235.67 .00 20600.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 25530.000 454.11 .59 454.78 240.13 .00 20600.00 .00 249.00 2494.00 2495.20 2742.67 2743.00 25770.000 453.97 .00 454.44 272.69 .00 20600.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 25770.000 454.51 .54 454.95 276.63 .00 20600.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 26830.000 454.69 .00 455.09 1199.25 .00 18285.60 3014.40 2581.00 2619.00 2619.58 3100.00 5200.00 26830.000 455.08 .39 455.64 438.77 .00 21020.09 279.91 580.42 2619.58 2619.58 3100.00 3200.00 26880.000 454.71 .00 455.17 1173.21 .00 20894.04 405.96 .00 .00 1012.00 1585.00 .00 26880.000 455.38 .67 455.73 1313.36 .00 19816.87 1483.13 1656.71 1012.00 1012.00 1585.00 2668.71 27165.000 455.24 100 455.35 1418.55 .00 7005.48 14294.52 .00 .00 985.00 1308.00 .00 * 27165.000 455.80 .56 455.89 1428.82 .00 6509.82 14790.18 1625.10 985.00 985.00 1308.00 2610.10 27449.000 455.35 .00 455.43 1551.59 .00 6474.64 14825.36 .00 .00 1014.00 1534.00 .00 27449.000 455.89 .53 455.95 1603.13 .00 5825.05 15474.95 1722.39 1014.00 1014.00 1534.00 2736.39 27748.000 455.42 .00 455.49 1445.81 .00 6740.86 14559.14 .00 .00 1071.00 1606.00 .00 27748.000 455.95 .52 456.00 1465.06 .00 6306.32 14993.68 1696.54 1071.00 1071.00 1606.00 2767.54 27992.000 455.48 .00 455.55 1344.42 .00 8458.92 12841.08 .00 .00 1041.00 1543.00 .00 27992.000 455.99 .51 456.05 1356.80 .00 8052.81 13247.19 1548.88 1041.00 1041.00 1543.00 2589.88 28168.000 455.53 .00 455.59 1313.08 .00 5923.54 15376.46 .00 .00 1021.00 1419.00 .00 28168.000 456.03 .50 456.09 1332.72 .00 5618.06 15681.94 1449.91 1021.00 1021.00 1419.00 2470.91 28492.000 455.57 .00 455.64 1220.21 .00 6096.39 15203.61 .00 .00 1215.00 1605.00 .00 28492.000 456.07 .50 456.13 1239.28 .00 5792.10 15507.90 1363.64 1215.00 1215.00 1605.00 2578.64 28720.000 455.62 .00 455.71 1095.73 .00 7338.39 13961.61 .00 .00 1280.00 1689.00 .00 28720.000 456.11 .49 456.19 1108.64 .00 7047.87 14252.13 1236.67 1280.00 1280.00 1689.00 2516.67 A5BLTFW2.DAT 15JUL99 09:13:31 PAGE 17 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR * 28890.000 455.65 .00 455.78 1077.66 .00 9353.64 11946.36 2526.00 .00 1289.00 1696.00 2526.00 * 28890.000 456.13 .49 456.25 1091.73 .00 8838.48 12461.52 1237.00 1289.00 1289.00 1696.00 2526.00 29124.000 455.70 .00 456.03 984.06 .00 16547.19 4752.81 .00 .00 1264.00 1620.00 .00 29124.000 456.19 .49 456.46 993.63 .00 15734.20 5565.80 1095.22 1264.00 1264.00 1620.00 2359.22 29651.000 456.24 .00 456.39 1020.00 .00 11744.22 9555.78 .00 .00 1168.00 1615.00 .00 29651.000 456.62 .38 456.76 1047.29 .00 11378.35 9921.65 1422.89 1168.00 1168.00 1615.00 2590.89 29831.000 456.33 .00 456.48 857.57 .00 10000.05 11299.95 .00 .00 1147.00 1570.00 .00 29831.000 456.70 .37 456.83 867.61 .00 9792.25 11507.75 1274.32 1147.00 1147.00 1570.00 2421.32 * 30027.000 456.38 .00 456.67 680.98 .00 13549.02 7750.98 .00 .00 1128.00 1525.00 .00 * 30027.000 456.74 .36 457.00 700.64 .00 13206.31 8093.69 1012.64 1128.00 1128.00 1525.00 2140.64 30384.000 456.74 .00 457.32 429.26 .00 17098.64 4201.36 .00 .00 1045.00 1447.00 .00 30384.000 457.07 .32 457.60 441.98 .00 17010.75 4289.25 949.78 1045.00 1045.00 1447.00 1994.78 30604.000 457.42 .00 457.80 825.02 .00 14980.47 6319.53 .00 .00 1014.00 1350.00 .00 30604.000 457.69 .27 458.04 834.36 .00 14755.85 6544.15 1135.69 1014.00 1014.00 1350.00 2149.69 * 30958.000 457.93 .00 458.04 1140.63 .00 3542.99 17757.01 .00 .00 1048.00 1285.00 .00 * 30958.000 458.15 .22 458.26 1146.62 .00 3471.52 17828.48 1252.64 1048.00 1048.00 1285.00 2300.64 * 31335.000 457.83 .00 458.49 1022.21 .00 11147.37 10152.63 .00 .00 1037.00 1204.00 .00 * 31335.000 458.09 .26 458.65 1059.21 .00 10593.17 10706.83 1134.32 1037.00 1037.00 1204.00 2171.32 32150.000 457.91 .00 459.64 375.99 .00 20414.29 885.70 3140.00 3040.00 3400.00 3525.00 6180.00 32150.000 458.12 .21 459.79 328.64 .00 20335.43 964.56 1360.00 3040.00 3400.00 3525.00 4400.00 32200.000 457.71 .00 460.36 165.96 .00 19803.74 1496.26 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 457.93 .22 460.47 168.18 .00 19761.06 1538.94 1390.00 3050.00 3390.50 3539.50 4440.00 32230.000 457.91 .00 460.46 168.00 .00 19764.42 1535.58 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 458.10 .19 460.57 169.91 .00 19728.49 1571.51 1390.00 3050.00 3390.50 3539.50 4440.00 32250.000 460.31 .00 460.68 1263.17 116.95 11910.53 2872.52 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 460.36 .05 460.77 998.25 128.70 12338.01 2433.29 1360.00 3040.00 3400.00 3525.00 4400.00 * 32305.000 460.15 .00 460.85 506.02 .00 11155.87 3744.13 .00 .00 2110.00 2325.00 .00 * 32305.000 460.17 .02 460.96 479.26 .00 11684.26 3215.74 1491.00 1825.00 2110.00 2325.00 3316.00 * 32725.000 461.24 .00 461.35 2160.90 5098.79 6434.68 3366.53 .00 .00 1940.00 2150.00 .00 * 32725.000 461.39 .15 461.52 1620.52 4469.34 7048.58 3382.07 1998.00 1634.00 1940.00 2150.00 3632.00 * 33145.000 461.44 .00 461.67 500.04 58.17 14841.83 .00 .00 .00 1390.00 1960.00 .00 33145.000 461.63 .19 461.85 427.88 .00 14900.00 .00 570.00 1390.00 1390.00 1960.00 1960.00 33470.000 461.72 .00 462.06 559.63 342.60 14557.40 .00 .00 .00 1135.00 1603.00 .00 33470.000 461.89 .17 462.23 402.00 .00 14900.00 .00 468.00 1135.00 1135.00 1603.00 1603.00 ISJUL99 09:13:31 CWSEL 462.54 462.84 462.56 463.03 463.65 463.85 464.39 464.81 464.69 465.31 464.59 465.22 465.24 465.80 465.27 465.84 465.31 465.87 465.38 465.92 465.43 465.96 465.58 466.11 465.91 466.41 465.60 466.14 466.71 467.04 466.59 466.81 467.24 467.64 DIFKWS .00 .30 .00 .47 .00 .20 .00 .42 .00 .62 .00 .63 .00 .56 .00 .57 .00 .56 .00 .54 .00 .54 .00 .53 .00 .50 .00 .55 .00 .33 .00 .22 .00 .40 ASBLTFW2.DAT EG TOPWID QLOB QCH QROB 462.70 596.93 462.98 599.64 463.68 176.52 464.06 181.77 463.97 1702.77 464.34 806.21 464.63 1863.15 465.23 700.00 464.75 1362.09 465.37 700.00 465.03 1239.73 465.62 916.26 465.35 1178.53 465.92 930.00 465.39 1036.75 465.95 800.00 465.49 904.69 466.04 756.10 465.51 935.18 466.06 767.65 465.57 1004.33 466.11 798.61 465.71 885.27 466.24 800.00 466.10 704.00 466.57 704.00 466.78 443.19 467.15 472.48 467.10 403.95 467.41 403.55 467.34 603.34 467.77 391.08 467.92 617.80 468.43 400.00 1.75 14898.25 .0c .00 14900.00 .oc .00 14900.00 .00 .00 14900.00 .00 4532.32 10367.68 .00 2706.52 12193.48 .00 4424.75 9735.34 739.91 1995.43 11890.42 1014.15 786.99 3808.68 10304.33 330.82 3933.59 10635.59 1035.35 10544.68 4019.98 .00 10628.39 4971.61 1410.65 8737.19 5452.16 1159.63 9066.75 5373.62 1550.85 7344.83 6704.32 1450.80 7320.74 6828.46 1120.65 7217.59 7261.76 1176.61 7112.36 7311.02 978.99 6102.38 8518.63 1046.38 6203.78 8349.84 1786.98 6680.71 7132.31 1439.07 6906.32 7254.61 1686.96 5293.11 8619.93 1269.58 5337.64 8992.78 618.66 8476.58 6504.76 725.80 8231.34 6642.86 341.41 14281.34 977.25 473.02 13832.09 1294.89 828.07 14771.93 .00 852.47 14747.53 .00 723.20 12685.12 1991.68 116.09 13950.98 1332.93 1757.65 11337.25 2305.09 1386.17 12156.12 1857.72 PAGE 18 PERENC STENCL STCHL STCHR STENCR .00 .00 868.00 1520.00 .00 612.00 868.00 868.00 1520.00 1480.00 .00 .00 1310.00 1533.00 .00 840.00 660.00 1310.00 1533.00 1500.00 .00 .00 1310.00 1520.00 .00 860.00 660.00 1310.00 1520.00 1520.00 .00 .00 3106.00 3233.00 .00 700.00 2700.00 3106.00 3233.00 3400.00 .00 .00 3028.00 3170.00 .00 700.00 2825.00 3028.00 3170.00 3525.00 .00 .00 2900.00 3060.00 .00 935.00 2900.00 2900.00 3060.00 3835.00 .00 .00 2000.00 2160.00 .00 930.00 1780.00 2000.00 2160.00 2710.00 .00 .00 2020.00 2185.00 .00 800.00 1630.00 2020.00 2185.00 2430.00 .00 .00 2100.00 2260.00 .00 820.00 1700.00 2100.00 2260.00 2520.00 .00 .00 2100.00 2260.00 .00 830.00 1700.00 2100.00 2260.00 2530.00 .00 .00 2100.00 2270.00 .00 849.00 1751.00 2100.00 2270.00 2600.00 .00 .00 2100.00 2225.00 .00 800.00 1810.00 2100.00 2225.00 2610.00 704.00 1360.00 1525.00 1675.00 2064.00 704.00 1360.00 1525.00 1675.00 2064.00 593.00 3921.00 4040.00 4150.00 4514.00 593.00 3921.00 4040.00 4150.00 4514.00 625.00 3880.00 4030.00 4310.00 4505.00 560.00 3887.80 4030.00 4310.00 4447.80 700.00 3900.00 4040.00 4150.00 4600.00 476.14 3989.26 4040.00 4150.00 4465.40 .00 .00 1420.00 1500.00 .00 400.00 1280.00 1420.00 1500.00 1680.00 A5BLTFW2.DAT 15JUL99 09:13:31 CWSEL 468.30 468.82 470.77 471.26 472.03 472.56 472.59 473.33 473.26 474.12 474.51 475.42 PAGE 19 DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR .00 468.54 830.52 1266.70 7022.03 1911.27 .00 .00 4730.00 4815.00 .00 .52 469.09 499.00 1003.94 7450.76 1745.30 499.00 4546.90 4730.00 4815.00 5045.90 .00 470.86 1546.92 3540.68 4193.57 2065.75 .00 .00 2370.00 2445.00 .00 .49 471.34 1300.00 3566.08 4207.61 2026.32 1300.00 1739.00 2370.00 2445.00 3039.00 .00 472.11 1441.45 2865.57 6529.89 4.54 .00 .00 4160.00 4515.00 .00 .53 472.71 600.00 696.67 8703.33 .00 600.00 3915.00 4160.00 4515.00 4515.00 .00 472.71 2214.86 3204.54 6129.22 66.24 .00 .00 5570.00 5670.00 .00 .74 473.48 895.07 2483.15 6916.85 .00 1200.00 4470.00 5570.00 5670.00 5670.00 .00 473.69 1416.05 1887.85 7490.62 21.53 .00 .00 4250.00 4340.00 .00 .85 474.62 596.12 1110.56 8289.44 .00 750.00 3590.00 4250.00 4340.00 4340.00 .00 474.79 1475.72 2741.86 6630.43 27.71 .00 .00 4335.00 4415.00 .00 .91 475.73 633.30 2407.43 6992.57 .00 750.00 3665.00 4335.00 4415.00 4415.00 A5BLTFW2.DAT 15JUL99 09:13:31 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 PAGE 20 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 25530.000 .00 .00 .00 434.40 20600.00 453.52 .00 454.25 9.06 6.86 3000.97 6843.65 25530.000 .00 .00 .00 434.40 20600.00 454.11 .00 454.78 7.98 6.56 3141.22 7292.26 25770.000 240.00 .00 .00 434.60 20600.00 453.97 .00 454.44 5.25 5.50 3742.11 8992.90 25770.000 240.00 .00 .00 434.60 20600.00 454.51 .00 454.95 4.70 5.30 3890.40 9501.79 26830.000 1010.00 .00 .00 436.30 21300.00 454.69 .00 455.09 7.89 5.48 5477.10 7583.05 26830.000 1010.00 .00 .00 436.30 21300.00 455.08 .00 455.64 9.50 6.06 3677.15 6911.18 26880.000 50.00 .00 .00 436.20 21300.00 454.71 .00 455.17 7.62 5.53 4341.02 7717.00 26880.000 50.00 .00 .00 436.20 21300.00 455.38 .00 455.73 10.59 4.94 5155.39 6546.34 27165.000 284.00 .00 .00 436.10 21300.00 455.24 .00 455.35 3.89 3.07 8518.81 10794.94 * 27165.000 284.00 .00 .00 436.10 21300.00 455.80 .00 455.89 3.01 2.71 9315.63 12267.11 27449.000 284.00 .00 .00 435.60 21300.00 455.35 .00 455.43 2.48 1.99 9814.38 13531.77 27449.000 284.00 .00 .00 435.60 21300.00 455.89 .00 455.95 2.08 1.69 10657.26 14769.19 27748.000 299.00 .00 .00 435.20 21300.00 455.42 .00 455.49 1.97 2.13 10267.72 15167.97 27748.000 299.00 .00 .00 435.20 21300.00 455.95 .00 456.00 1.63 1.89 11042.74 16670.81 27992.000 244.00 .00 .00 435.60 21300.00 455.48 .00 455.55 2.26 2.32 10070.53 14159.87 27992.000 244.00 .00 .00 435.60 21300.00 455.99 .00 456.05 1.88 2.11 10764.75 15551.91 28168.000 176.00 .00 .00 436.60 21300.00 455.53 .00 455.59 1.50 1.88 10846.48 17409.68 28168.000 176.00 .00 .00 436.60 21300.00 456.03 .00 456.09 1.27 1.70 11516.70 18901.05 28492.000 324.00 .00 .00 436.30 21300.00 455.57 .00 455.64 1.67 1.98 10160.06 16479.82 28492.000 324.00 .00 .00 436.30 21300.00 456.07 .00 456.13 1.42 1.79 10782.82 17868.54 28720.000 228.00 .00 .00 436.80 21300.00 455.62 .00 455.71 2.31 2.40 8935.39 14007.18 28720.000 228.00 .00 .00 436.80 21300.00 456.11 .00 456.19 1.96 2.20 9477.26 15208.21 * 28890.000 170.00 .00 .00 437.10 21300.00 455.65 .00 455.78 5.10 3.26 7339.12 9432.75 * 28890.000 170.00 .00 .00 437.10 21300.00 456.13 .00 456.25 4.23 2.94 7865.83 10355.83 29124.000 234.00 .00 .00 437.40 21300.00 455.70 .00 456.03 10.12 5.05 5207.67 6694.40 29124.000 234.00 .00 .00 437.40 21300.00 456.19 .00 456.46 8.36 4.60 5688.48 7368.68 29651.000 527.00 .00 .00 438.06 21300.00 456.24 .00 456.39 5.28 3.48 6900.58 9273.76 29651.000 527.00 .00 .00 438.06 21300.00 456.62 .00 456.76 4.58 3.25 7297.50 9954.39 29831.000 180.00 .00 .00 438.14 21300.00 456.33 .00 456.48 3.72 3.11 6925.88 11049.77 29831.000 180.00 .00 .00 438.14 21300.00 456.70 .00 456.83 3.30 2.95 7243.56 11731.66 * 30027.000 196.00 .00 .00 438.23 21300.00 456.38 .00 456.67 11.41 4.50 4970.55 6305.02 * 30027.000 196.00 .00 .00 438.23 21300.00 456.74 .00 457.00 10.25 4.23 5222.31 6651.56 A5BLTFW2.DAT 15JUL99 09:13:31 PAGE 22 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K * 36970.000 720.00 .00 .00 440.00 15600.00 464.59 .00 465.03 15.27 6.31 4053.52 3991.59 * 36970.000 720.00 .00 .00 440.00 15600.00 465.22 .00 465.62 13.04 6.00 3973.31 4320.01 * 37600.000 630.00 .00 .00 440.00 15600.00 465.24 .00 465.35 2.67 3.38 7132.17 9538.87 * 37600.000 630.00 .00 .00 440.00 15600.00 465.80 .00 465.92 2.57 3.39 6843.30 9729.73 37800.000 200.00 .00 .00 440.00 15600.00 465.27 .00 465.39 2.76 2.94 6409.12 9390.13 37800.000 200.00 .00 .00 440.00 15600.00 465.84 .00 465.95 2.43 2.82 6371.91 10015.64 37990.000 190.00 .00 .00 441.00 15600.00 465.31 .00 465.49 4.15 3.67 5216.43 7659.77 37990.000 190.00 .00 .00 441.00 15600.00 465.87 .00 466.04 3.60 3.47 5354.29 8226.23 38050.000 60.00 .00 .00 441.00 15600.00 465.38 .00 465.51 2.92 3.08 5910.55 9123.12 38050.000 60.00 .00 .00 441.00 15600.00 465.92 .00 466.06 2.71 3.01 5870.31 9479.47 38200.000 150.00 .00 .00 441.00 15600.00 465.43 .00 465.57 4.23 3.56 5958.34 7584.23 38200.000 150.00 .00 .00 441.00 15600.00 465.96 .00 466.11 3.98 3.53 5685.74 7819.08 38550.000 350.00 .00 .00 441.20 15600.00 465.58 .00 465.71 4.13 3.44 5921.90 7671.73 38550.000 350.00 .00 .00 441.20 15600.00 466.11 .00 466.24 3.73 3.32 5793.01 8075.23 39290.000 740.00 .00 .00 441.88 15600.00 465.91 .00 466.10 5.51 4.21 5244.12 6644.26 39290.000 740.00 .00 .00 441.88 15600.00 466.41 .00 466.57 4.60 3.95 5595.67 7272.15 * 39440.000 150.00 .00 .00 442.00 15600.00 465.60 .00 466.78 24.53 9.12 2194.13 3149.66 * 39440.000 150.00 .00 .00 442.00 15600.00 466.14 .00 467.15 20.28 8.51 2445.54 3463.74 * 39490.000 50.00 .00 .00 442.00 15600.00 466.71 .00 467.10 10.26 5.13 3319.47 4865.52 * 39490.000 50.00 .00 .00 442.00 15600.00 467.04 .00 467.41 9.44 4.97 3424.34 5076.59 39540.000 50.00 .00 .00 442.00 15400.00 466.59 .00 467.34 15.45 7.57 2980.82 3918.49 39540.000 50.00 .00 .00 442.00 15400.00 466.81 .00 467.77 17.82 8.21 2380.15 3648.12 39940.000 400.00 .00 .00 442.00 15400.00 467.24 .00 467.92 12.59 7.56 3249.82 4339.57 39940.000 400.00 .00 .00 442.00 15400.00 467.64 .00 468.43 13.50 7.94 2768.33 4191.42 40650.000 700.00 .00 .00 440.00 10200.00 468.30 .00 468.54 5.28 4.63 3736.24 4438.36 40650.000 700.00 .00 .00 440.00 10200.00 468.82 .00 469.09 5.40 4.77 3198.18 4387.94 48000.000 7350.00 .00 .00 445.60 9800.00 470.77 .00 470.86 2.83 3.31 6341.78 5826.79 48000.000 7350.00 .00 .00 445.60 9800.00 471.26 .00 471.34 2.59 3.22 6189.93 6091.14 51350.000 3350.00 .00 .00 446.50 9400.00 472.03 .00 472.11 4.83 2.61 5035.48 4277.04 * 51350.000 3350.00 .00 .00 446.50 9400.00 472.56 .00 472.71 6.80 3.23 3257.71 3604.64 * 53350.000 2000.00 .00 .00 448.00 9400.00 472.59 .00 472.71 2.15 3.29 5361.17 6416.50 * 53350.000 2000.00 .00 .00 448.00 9400.00 473.33 .00 473.48 2.60 3.57 3736.87 5834.56 * 55590.000 2240.00 .00 .00 452.40 9400.00 473.26 .00 473.69 10.56 5.80 3113.70 2892.26 * 55590.000 2240.00 .00 .00 452.40 9400.00 474.12 .00 474.62 10.97 6.06 2248.90 2838.10 ASBLTFW2.DAT 15JUL99 09:13:31 PAGE 23 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 56940.000 1350.00 .00 .00 449.00 9400.00 474.51 .00 474.79 6.66 5.05 3401.03 3642.73 56940.000 1350.00 .00 .00 449.00 9400.00 475.42 .00 475.73 6.31 5.05 2667.25 3740.90 ASBLTFW2.DAT 15JUL99 09:13:31 PAGE 28 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 27165.000 WARNING SECNO= 28890.000 WARNING SECNO= 28890.000 WARNING SECNO= 30027.000 WARNING SECNO= 30027.000 WARNING SECNO= 30958.000 WARNING SECNO= 30958.000 WARNING SECNO= 31335.000 WARNING SECNO= 31335.000 WARNING SECNO= 32305.000 WARNING SECNO= 32305.000 WARNING SECNO= 32725.000 WARNING SECNO= 32725.000 WARNING SECNO= 33145.000 WARNING SECNO= 34850.000 WARNING SECNO= 34850.000 WARNING SECNO= 34950.000 WARNING SECNO= 35700.000 WARNING SECNO= 35700.000 WARNING SECNO= 36250.000 WARNING SECNO= 36250.000 WARNING SECNO= 36970.000 WARNING SECNO= 36970.000 WARNING SECNO= 37600.000 WARNING SECNO= 37600.000 WARNING SECNO= 39440.000 WARNING SECNO= 39440.000 WARNING SECNO= 39490.000 WARNING SECNO= 39490.000 WARNING SECNO= 51350.000 WARNING SECNO= 53350.000 WARNING SECNO= 53350.000 WARNING SECNO= 55590.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ASBLTFW2.DAT 15JUL99 09:13:31 PAGE 29 WARNING SECNO= 55590.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE A5BLTFW2.DAT 15JUL99 09:13:31 PAGE 30 Floodway width summary: DENTON CREEK, TEXAS Profile No. 2 Left Sta Right Sta Left Distance Distance Right Section Elevation Top Encroach From Center From Encroach Number --------------------------------------------------------------------------------- Increase Width Station Center Station Center Station 25530.000 .59 249.00 2494.00 124.93 2618.94 124.06 2743.00 25770.000 .54 285.00 2495.00 142.60 2637.60 142.40 2780.00 26830.000 .39 580.42 2619.58 240.21 2859.79 340.21 3200.00 26880.000 .67 1656.71 1012.00 286.50 1298.50 1370.21 2668.71 27165.000 .56 1625.10 985.00 161.50 1146.50 1463.60 2610.10 27449.000 .53 1722.39 1014.00 260.00 1274.00 1462.39 2736.39 27748.000 .52 1696.54 1071.00 267.50 1338.50 1429.04 2767.54 27992.000 .51 1548.88 1041.00 251.00 1292.00 1297.88 2589.88 28168.000 .50 1449.91 1021.00 199.00 1220.00 1250.91 2470.91 28492.000 .50 1363.64 1215.00 195.00 1410.00 1168.64 2578.64 28720.000 .49 1236.67 1280.00 204.50 1484.50 1032.17 2516.67 28890.000 .49 1237.00 1289.00 203.50 1492.50 1033.50 2526.00 29124.000 .49 1095.22 1264.00 178.00 1442.00 917.22 2359.22 29651.000 .38 1422.89 1168.00 223.50 1391.50 1199.39 2590.89 29831.000 .37 1274.32 1147.00 211.50 1358.50 1062.82 2421.32 30027.000 .36 1012.64 1128.00 198.50 1326.50 814.14 2140.64 30384.000 .32 949.78 1045.00 201.00 1246.00 748.78 1994.78 30604.000 .27 1135.69 1014.00 168.00 1182.00 967.69 2149.69 30958.000 .22 1252.64 1048.00 118.50 1166.50 1134.14 2300.64 31335.000 .26 1134.32 1037.00 83.50 1120.50 1050.82 2171.32 32150.000 .21 1360.00 3040.00 422.50 3462.50 937.50 4400.00 32200.000 .22 1390.00 3050.00 415.00 3465.00 975.00 4440.00 32230.000 .19 1390.00 3050.00 415.00 3465.00 975.00 4440.00 32250.000 .05 1360.00 3040.00 422.50 3462.50 937.50 4400.00 32305.000 .02 1491.00 1825.00 392.50 2217.50 1098.50 3316.00 32725.000 .15 1998.00 1634.00 411.00 2045.00 1587.00 3632.00 33145.000 .19 570.00 1390.00 285.00 1675.00 285.00 1960.00 33470.000 .17 468.00 1135.00 234.00 1369.00 234.00 1603.00 34260.000 .30 612.00 868.00 326.00 1194.00 286.00 1480.00 34850.000 .47 840.00 660.00 761.50 1421.50 78.50 1500.00 34950.000 .20 860.00 660.00 755.00 1415.00 105.00 1520.00 35700.000 .42 700.00 2700.00 469.50 3169.50 230.50 3400.00 36250.000 .62 700.00 2825.00 274.00 3099.00 426.00 3525.00 36970.000 .63 935.00 2900.00 80.00 2980.00 855.00 3835.00 37600.000 .56 930.00 1780.00 300.00 2080.00 630.00 2710.00 37800.000 .57 800.00 1630.00 472.50 2102.50 327.50 2430.00 37990.000 .56 820.00 1700.00 480.00 2180.00 340.00 2520.00 38050.000 .54 830.00 1700.00 480.00 2180.00 350.00 2530.00 38200.000 .54 849.00 1751.00 434.00 2185.00 415.00 2600.00 38550.000 .53 800.00 1810.00 352.50 2162.50 447.50 2610.00 39290.000 .50 704.00 1360.00 240.00 1600.00 464.00 2064.00 39440.000 .55 593.00 3921.00 174.00 4095.00 419.00 4514.00 39490.000 .33 560.00 3887.80 282.20 4170.00 277.80 4447.80 39540.000 .22 476.14 3989.26 105.74 4095.00 370.40 4465.40 39940.000 .40 400.00 1280.00 180.00 1460.00 220.00 1680.00 40650.000 .52 499'.00 4546.90 225.60 4772.50 273.40 5045.90 48000.000 .49 1300.00 1739.00 668.50 2407.50 631.50 3039.00 ASBLTFW2.DAT 15JUL99 09:13:31 51350.000 .53 600.00 3915.00 53350.000 .74 1200.00 4470.00 55590.000 .85 750.00 3590.00 56940.000 .91 750.00 3665.00 422.50 4337.50 177.50 4515.00 1150.00 5620.00 50.00 5670.00 705.00 4295.00 45.00 4340.00 710.00 4375.00 40.00 4415.00 PAGE 31 ASBLTFW2.DAT 15JUL99 09:13:31 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 - - - - - -- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 25530.000 240. 3141. 6.6 454.1 453.5 .6 25770.000 277. 3890. 5.3 454.5 454.0 .5 26830.000 571. 3677. 5.8 455.1 454.7 .4 26880.000 1632. 5155. 4.1 455.4 454.7 .7 27165.000 1602. 9316. 2.3 455.8 455.2 .6 27449.000 1705. 10657. 2.0 455.9 455.4 .5 27748.000 1680. 11043. 1.9 455.9 455.4 .5 27992.000 1533. 10765. 2.0 456.0 455.5 .5 28168.000 1434. 11517. 1.8 456.0 455.5 .5 28492.000 1346. 10783. 2.0 456.1 455.6 .5 28720.000 1220. 9477. 2.2 456.1 455.6 .5 28890.000 1214. 7866. 2.7 456.1 455.6 .5 29124.000 1071. 5688. 3.7 456.2 455.7 .5 29651.000 1401. 7297. 2.9 456.6 456.2 .4 29831.000 1253. 7244. 2.9 456.7 456.3 .4 30027.000 992. 5222. 4.1 456.8 456.4 .4 30384.000 930, 3641. 5.9 457.0 456.7 .3 30604.000 1118. 4723. 4.5 457.7 457.4 .3 30958.000 1237. 8106. 2.6 458.1 457.9 .2 31335.000 1119. 4010. 5.3 458.1 457.8 .3 32150.000 997. 2330. 9.1 458.1 457.9 .2 32200.000 1000. 1741. 12.2 457.9 457.7 .2 32230.000 1001. 1770. 12.0 458.1 457.9 .2 32250.000 1360. 3934. 3.8 460.3 460.3 .0 32305.000 1157. 2234. 6.7 460.1 460.1 .0 32725.000 1998. 6244. 2.4 461.3 461.2 .1 33145.000 556. 3934. 3.8 461.6 461.4 .2 33470.000 456. 3157. 4.7 461.9 461.7 .2 34260.000 600. 4861. 3.1 462.8 462.5 .3 34850.000 182. 1838. 8.1 463.1 462.6 .5 34950.000 858. 3310. 4.5 463.9 463.7 .2 35700.000 700. 3929. 3.8 464.8 464.4 .4 36250.000 700. 7660. 1.9 465.3 464.7 .6 36970.000 916. 3973. 3.9 465.2 464.6 .6 37600.000 930. 6843. 2.3 465.8 465.2 .6 37800.000 800. 6372. 2.4 465.9 465.3 .6 37990.000 820. 5354. 2.9 465.9 465.3 .6 38050.000 830. 5870. 2.7 465.9 465.4 .5 38200.000 849. 5686. 2.7 465.9 465.4 .5 38550.000 800. 5793. 2.7 466.1 465.6 .5 39290.000 704. 5596. 2.8 466.4 465.9 .5 39440.000 593. 2446. 6.4 466.1 465.6 .5 PAGE 32 ASBLTFW2.DAT 15JUL99 09:13:31 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 - - - - - -- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 39490.000 409. 3424. 4.6 467.0 466.7 .3 39540.000 476. 2380. 6.5 466.8 466.6 .2 39940.000 400. 2768. 5.6 467.6 467.2 .4 40650.000 499. 3198. 3.2 468.8 468.3 .5 48000.000 1300. 6190. 1.6 471.3 470.8 .5 51350.000 600. 3258. 2.9 472.5 472.0 .5 53350.000 1200. 3737. 2.5 473.3 472.6 .7 55590.000 750. 2249. 4.2 474.2 473.3 .9 56940.000 750. 2667. 3.5 475.4 474.5 .9 PAGE 33 Payne Family Interests ffective Ultimate Conditions Schreiber Tract (Denton Creek) \ \RANGER \VOL ] \ PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc August 1999 DCULDUP.DAT xxxx *x **x*xxxxx *xxxxxxxxxxxx *xxxxxxxxxxxxx* * HEC -2 WATER SURFACE PROFILES x * * Version 4.6.2; May 1991 x * * RUN DATE 16JUL99 TIME 08:04:03 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx «xxxxxxxxxxxxx X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx DCULDUP.DAT 16JUL99 08:04:03 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 •��. +,tom +:t ,t�xx :,t���xxw «r■.r� ■.+. + +��r• PAGE 1 THIS RUN EXECUTED 16JUL99 08:04:03 T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 2 YEAR DISCHARGE CROSS SECTIONS 35700 & 36250 ADDED TO CITY MODEL PROPOSED LAKE AND BACK OF LOT FILL ADDED FOR VILLAGE AT COTTONWOOD CREEK SECTION VI FOR SECTIONS 35700,36250 & 36970 STUDY FOR MANSIONS. FILE: "9714UPC7" ADDED SECTS, PROP. COND.11 /97 T3 DENTON CREEK -- FROM FILE "DCPLULT3.DAT" DAI:97514UPC7 T4 DENTON CREEK - DUPLICATE CONDITION FROM DCULDUP.DAT KHA /DAB 10/26/98 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 2 0 0 0 0 0 457.47 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 38 43 1 26 7 37 NC .055 .055 .025 .3 .5 2620. 463. QT 5 5645. 10168. 14753. 16681. 36200. 2898. NH 5. 0.050 2305.9 0.055 2420.6 0.060 2752. NH 4435. CROSS SECTION 33145 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. BEGIN SEPARATE MODELLING OF DENTON CRK. & COTTONWOOD BR. - -AHH X1 33145. 42. 2390. 2960. 385. 290. 420. X3 3250. GR 470. 825. 470. 825. 470. 825. 470. GR 465. 2305.9 460.33 2315. 460.55 2350.1 460.64 GR 452. 2485. 451.75 2515. 452. 2545. 453. GR 463. 2752. 462. 2779. 461. 2789. 460. GR 450. 2825. 445. 2835. 440. 2849. 439. GR 439. 2870. 440. 2878. 445. 2889. 450. GR 460. 2930. 461. 2938. 462. 2951. 463. GR 462. 3005. 461. 3039. 461. 3750. 460. GR 463.6 4310.8 469. 4435. FQ ITRACE 0.045 2960. 0.055 825. 465. 825. 2390. 453. 2420.6 2620. 463. 2660. 2795. 455. 2810. 2852. 438.4 2862. 2898. 455. 2903. 2960. 463. 2969. 3800. 460. 4300. DCULDUP.DAT 16JUL99 08:04:03 NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 3160. CROSS SECTION 33470 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. - ELIMINATED GROUND POINTS AT SECTION 33470. SOUTH OF 2770. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. X1 33470, 38. 1135. 1603. 315. 260. 325. X3 2030. GR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440, 1460. 439. 1465. 439.5 1475. 439. 1485. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. GR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1880. GR 461. 1930. 461. 2040. 461. 2198. 461. 2375. 460.1 2550. GR 463.8 2561. 464.8 2990. 465.2 3160. NH 4. 0.055 1201. 0.060 1280. 0.045 1392. 0.055 2230. CROSS SECTION 34260 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. MODIFIED IN RIGHT OVERBANK AREAS FROM PARKS OF COPPELL TOPOGRAPHY. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. ELIMINATED GROUND POINTS AT SECTION 34260 SOUTH OF 1970. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. Xl 34260. 34. 868. 1520. 830. 250. 790. X3 1660. GR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. GR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. GR 460. 1392, 461. 1415. 462. 1445. 463. 1472. 464. 1520. GR 461. 1620. 461. 1800. 464.5 1810.5 465.5 2230. NH 6. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1520. 0.055 NH 1671. 0.050 1760. CROSS SECTION 34850. FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. NOT MODIFIED SINCE EFFECTIVE FLOW LIMITS PREVENTS FLOWS FROM ENTERING PAGE 2 DCULDUP.DAT 16JUL99 08:04:03 COTTONWOOD BRANCH AREA AT FAR RIGHT END OF THE SECTION EVEN AT HIGH DISCHARGES. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. X3 REMOVED TO ALLOW FLOW OUT OF CHANNEL -AHH X1 34850. 33. 1310. 1520. 520. 640. 590. GR 465. 0.0 465. 648. 461. 660. 461. GR 462.0 1038. 463. 1210. 464. 1270. 464.3 GR 455. 1341. 450. 1380. 445. 1388. 440. GR 440. 1410. 445. 1428. 450. 1435. 455. GR 465. 1520. 466. 1532. 467. 1550. 468. GR 470. 1610. 471. 1630. 472. 1648. 473. GR 475. 1710. 476. 1740. 477.79 1760. NH S. .050 1355. 055 2005. .060 2310. NH 2610. CROSS SECTION 34950 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL MODIFIED TO ELIMINATE FLOW AREAS IN COTTONWOOD BRANCH AT SOUTH END OF THE CROSS SECTION & INEFFECTIVE FLOW AT NORTH END. X1 34950. 31. 2310. 2520. 110. 90. 100. X3 1494. GR 470. 620. 465. 620. 464. 740. 463. GR 463.48 1000. 463. 1062. 462. 1190. 461. GR 462. 2038. 463. 2210. 464. 2270. 464.3 GR 455. 2341. 450. 2380. 445. 2388. 440. GR 440. 2410. 445. 2428. 450. 2435. 455. GR 465. 2520. 466. 2532. 467. 2550. 468. GR 470. 2610. NH 5. .050 1394. .055 2057. .060 3106. NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK X1 35700 30 3106 3233 750 750 750 X3 10000 2281 3430 GR 470.00 1000 468.00 1124 466.00 1326 464.00 GR 463.10 2057 462.00 2127 460.40 2331 460.40 GR 462.00 2962 460.00 3106 458.00 3127 450.00 GR 439.50 3188 444.00 3219 450.00 3223 460.00 GR 462.50 3303 460.30 3348 462.00 3401 464.00 GR 467.20 3549 468.00 3678 469.00 3815 470.00 NH 5. .060 2316. 055 2765. .060 3028. NH 4619. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK GR RECORDS MODIFIED TO SHOW PROPOSED LAKE IN RIGHT OVERBANK PAGE 3 0.0 0.0 0.0 660. 461. 1005. 1310. 460. 1338. 1390. 439.3 1394. 1442. 460. 1465. 1570. 469. 1590. 1671. 474. 1691. .045 2520. .055 760. 463. 930. 1355. 461. 2005. 2310. 460. 2338, 2390. 439.3 2394. 2442. 460. 2465. 2570. 469. 2590. .045 3233. .055 1394 463.20 1754 2471 462.00 2524 3153 444.00 3158 3233 462.00 3273 3426 466.00 3428 3957 472.00 4220 045 3172. .040 DCULDUP.DAT PAGE 4 520 16JUL99 06:04:03 473.8 466.00 2301 464.00 X1 36250 35 3028 3172 500 500 X3 2993 439.80 3086 2288 3116 3625 GR 472.00 1000 470.00 1745 468.00 2288 GR 464.00 2438 462.00 2542 460.70 2581 GR 464.00 2765 464.70 2808 464.00 2903 GR 458.00 3028 450.00 3051 444.00 3055 GR 450.00 3123 460.00 3138 462.00 3172 GR 459.00 3266 448.00 3299 448.00 3525 GR 468.00 3625 468.00 3773 470.00 4071 NC .055 .055 .045 .1 .3 0. NH 6. 0.060 1200. 0.050 2155. 0.060 NH 3960. 0.050 4070. 0. 0. 0. BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK GR RECORDS MODIFIED TO SHOW PROPOSED LAKE IN RIGHT OVERBANK 462 2020 * * * ** SECTION "D" * * * ** 450 CROSS SECTION 36970 FROM FEMA MODEL. 451 2320 UPSTREAM OF PARKS OF COPPELL. 2350 X1 36970. 36. 2900. 3060. 600. 600. X3 1494. GR 483. 1000. 477.5 1050. 475. 1200. GR 473, 1810. 474. 2155. 469. 2360. GR 465. 2900. 458. 2930. 453.5 2930. GR 442.7 2970. 450.6 2975. 454. 2985. GR 466.5 3140. 465. 3280. 462. 3400. GR 463.0 3645. 460. 3658. 457. 3690. GR 463.0 3790 464. 3815. 468.5 3835. GR 473. 4070, NH 4. .055 2000. .045 2160. .055 SECTION ADDED FROM TOPO. RES 3/8/97 X1 37600. 22. 2000. 2160. 570. 350. GR 471. 650. 470. 1220. 46B. 1460. GR 462. 1720. 461.5 1900. 461. 1950. GR 440. 2105. 445. 2120. 460. 2160. GR 461 2570. 462 2610 461 2650 GR 452 2730 470 2730 NH 4. .055 2055. .045 2135. .055 SECTION ADDED FROM TOPO. RES 3/8/97 X1 37800 24 2020. 2185. 50. 100. GR 470. 1100. 468 1350 466 1400 GR 462. 1720. 461.5 1800 462 1850 GR 450. 2055 445. 2077 440 2100 GR 460. 2185 461. 2240 457 2280 GR 457 2380 462. 2425 462 2450 PAGE 4 520 1430. 473.8 466.00 2301 464.00 2316 460.70 2685 462.00 2744 462.00 2965 460.00 2993 439.80 3086 444.00 3116 462.00 3230 460.00 3240 463.00 3595 463.00 3605 471.70 4350 472.00 4619 0. 0. 0. 0. 2900. 0.045 3060. 0.060 0. 0. 0. 0. 720. 475. 1430. 473.8 1510. 466. 2560. 466. 2850. 444. 2930, 440. 2937. 456. 2990. 465. 3060. 462. 3430. 464.5 3570. 457. 3730. 460. 3765. 469. 3960. 469. 3990. 2400 .045 2730 630. 466. 1540. 464. 1570. 460. 2000. 445. 2065. 460. 2400 460 2400 458 2680 452 2700 2185 .045 2450 200. 464 1450 462 1600 463 1900 462 2020 445 2125 450 2135 451 2320 451 2350 470 2450 16JUL99 08:04:03 NH S. .05 1540. .06 NH 2540 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38050. 34. 2100. 2260. GR 473.2 1000. 472. 1250. GR 468. 1540. 464. 1560. GR 462. 1900. 464. 2000. GR 464. 2120. 462. 2125. GR 441. 2200. 444. 2208. GR 462. 2260. 462. 2260. GR 451. 2505. 457. 2525. NH 5. OS 1540. .06 NH 2610. xi 38200. 39. 2100. 2270. GR 473.2 1000. 472. 1250. GR 468. 1540. 466. 1570. GR 462. 1930. 464. 2050. GR 464. 2125. 462. 2135. GR 441. 2185. 444. 2200. GR 462. 2295. 462. 2330. GR 457. 2430. 464. 2465. GR 451. 2565. 457. 2585. NH 6. .06 1900 .05 NH 2300 .045 2620 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38550. 28. 2100. 2225. GR 473.2 1340 470 1340 GR 462 1700 461 1850 GR 466 2040 466 2100 GR 444 2175 441.2 2190 GR 457 2400 461 2460 GR 457 2585 462 2620 NH 5. .05 1275. .055 NH 2310. X1 39290. 30. 1525. 1675. GR 474. 1000. 472. 1030. GR 464. 1275. 462. 1320. GR 464. 1525, 462. 1540. GR 441.88 1580. 445. 1600. GR 458. 1750. 458. 1950. GR 466. 2180. 468. 2190. NH 6. 0.060 1050. 0.060 NH 4710. 0.055 6040. 0. DCULDUP.DAT PAGE 5 2100. .045 2260. .055 2315 .045 270. 340. 250. 470. 1360. 468. 1400. 468. 1450. 466. 1600. 464. 1650, 462. 1670. 466. 2050. 467. 2100. 466. 2110. 460. 2130. 450. 2160. 444. 2170. 450. 2220. 460. 2250. 462. 2260. 464. 2315. 457. 2340. 451. 2358. 460. 2540. 473. 2540. 2100. .045 2270. .055 2330. .045 150. 150. 150. 470. 1360. 468. 1400. 468. 1450. 464. 1600. 462. 1650. 461. 1760. 466. 2070. 467.4 2100. 466. 2120. 460. 2142. 450. 2160. 444. 2170. 450. 2215. 460. 2255. 462. 2270. 457. 2380. 451. 2400. 451. 2410. 464. 2480. 457. 2525. 451. 2545. 462. 2610. 472. 2610. 2040 .06 2100 .045 2225 .05 340 330 350 466 1490 466 1600 468 1640 460.8 1900 462 1960 464 2000 464 2110 462 2130 460 2140 444 2205 460 2225 461 2300 457 2495 451 2520 451 2560 472 2620 1540. .045 1675. .055 2175. .05 600. 800. 740. 470. 1070. 466. 1115. 466. 1200. 460.3 1345. 462. 1400. 464. 1450. 460. 1550. 450. 1560. 445. 1565. 450. 1615. 460. 1675. 460. 1710. 460. 2000. 462. 2150. 464. 2175. 470. 2200. 472. 2240. 474. 2310. 2000. 0.055 4040. 0.045 4150. 0.060 0. 0. 0. 0. 0. 0. DCULDUP.DAT 1330. 16JUL99 08:04:03 2200. 477. 2480. 3790. 463. 3900. CROSS SECTION 39440 FROM FEMA MODEL, 4600. 466.5 4710. 5380. UPSTREAM OF PARKS OF COPPELL. 5460. 6040. 0. 0. .045 * * * * * * * * ** END OF KH- PARCHE COORDINATION MODEL * * * * * * * * * * * * * * * * ** Xi 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. GR 484. 1800. 483. 2000. 480. 2100. 480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. GR 464. 4000. 468. 4025. 464. 4040. 444. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. GR 481.5 4880. 483. 4970. 484. 5080. 482. GR 485. 5600. 488. 5730. 493.5 5830. 500. NH 6 .05 1090 .0S 2380 .055 3760 NH 4950 .055 6200 FEMA CROSS SECTION X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 GR 477.5 3060 478.2 3175 477 3320 477 GR 465 3782 462.7 3885 462.3 3895 463 GR 462.8 3985 467.5 4030 463 4045 454.3 GR 442 4193 443.5 4217 462.5 4257 468.5 GR 464 4635 478.2 4670 478.5 4950 483.5 GR 495 5940 499 6120 500 6200 NH 6 .05 1050 .055 2000 .055 4040 NH 4710 .055 6040 FEMA CROSS SECTION X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 GR 484 1800 483 2000 480 2100 480 GR 477 3450 477.3 3610 471.5 3730 465 GR 464 4000 468 4025 464 4040 444 GR 462.5 4150 468.5 4210 462.8 4400 464 GR 481.5 4880 483 4970 484 5080 482 GR 485 5600 488 5730 493.5 5830 500 NH 6 .06 1200 .055 3750 .06 4730 NH 5410 .04 6200 FEMA CROSS SECTION X1 40650 32 4730 4815 1400 800 1110 GR 501 1000 497 1200 491.5 1800 489 GR 488.5 2950 489 3240 487.8 3750 480 GR 468.2 4320 465 4500 465 4600 465.5 GR 451.2 4770 440 4780 440 4800 449 GR 463 4860 467 4870 464 5080 465 GR 482.5 5410 484.2 5550 483.8 5790 486.8 GR 497.8 6150 499 6200 1330. 487. 1530. 2200. 477. 2480. 3790. 463. 3900. 4090. 442. 4110. 4600. 466.5 4710. 5380. 482. 5460. 6040. 0. 0. .045 4670 .045 PAGE 6 05 2480 478 2670 3470 478 3760 3914 464 3965 4155 442 4183 4310 478.5 4505 5380 483.5 5520 .045 4150 .05 1330 487 1530 2200 477 2480 3790 463 3900 4090 442 4110 4600 466.5 4710 5380 482 5460 6040 .045 4815 .045 2400 490.2 2700 4050 473 4180 4630 464.8 4730 4810 457.8 4815 5120 471 5170 5950 495.5 6130 DCULDUP.DAT 16JUL99 08:04:03 PAGE 7 QT 5 2994. 5761. 9182. 10837, 36200. NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 FEMA CROSS SECTION - X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 GR 498.4 5020 501.5 5200 QT 5. 3166. 5796. 9885. 11721. 36200. NH 6 .05 1400 .05 2930 .055 4160 .045 4515 .058 NH 4585 .06 5420 FEMA CROSS SECTION X1 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 GR 482 4615 484 4675 498 5215 500 5330 505.5 5420 NH 6 .05 1300 .055 3400 .05 5570 .045 5670 .058 NH 6120 .055 6230 FEMA CROSS SECTION X1 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 474 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 QT 5. 2700. 6584. 9918. 12101. 36200. NH 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 FEMA CROSS SECTION DCULDUP.DAT PAGE 8 2200 16JUL99 08:04:03 1300 X1 55590 23 4250 4340 2000 GR 501.5 1000 493 1100 487 GR 489 1900 480 2000 475 GR 472 3600 472 3900 473 GR 452.4 4300 452.4 4325 472 GR 473 4440 483 4480 502 NH 6 .05 1850 .052 4120 NH 4630 .06 4800 3850 469 3880 FEMA CROSS SECTION 4120 472 4290 X1 56940 33 4335 4415 1250 GR 502 1000 499.4 1070 494.5 GR 474.5 2330 474.6 2480 472.4 GR 472 3300 475 3640 475 GR 469 3920 474 3930 475.8 GR 462 4335 454.5 4340 451 GR 452 4370 467 4400 474 GR 476 4630 500 4760 502 DCULDUP.DAT PAGE 8 2200 2240 1300 484 1500 486 1550 2500 475 2600 471 3000 4000 476 4240 470 4250 4340 474 4390 472.5 4410 4540 .055 4335 .045 4415 .058 1250 1350 1720 490.8 1850 477.8 2090 2820 475.6 2980 473.6 3120 3760 473.4 3850 469 3880 3980 475.3 4120 472 4290 4345 449.2 4355 449 4360 4415 473 4440 473.8 4445 4800 DCULDUP.DAT 16JUL99 08:04:03 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 CCHV= .300 CEHV= .500 1490 NH CARD USED * SECNO 33145.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3250.0 TYPE= 1 TARGET= 3249.999 CROSS SECTION 33145 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. BEGIN SEPARATE MODELLING OF DENTON CRK. & COTTONWOOD BR. - -AHH 33145.000 19.07 457.47 .00 457.47 457.56 .09 .00 .00 460.64 5645.0 .0 5645.0 .0 .0 2332.7 .0 .0 .0 463.00 .00 .00 2.42 .00 .000 .045 .000 .000 438.40 2402.70 .000449 385. 420. 290. 0 0 0 .00 348.93 2916.34 1490 NH CARD USED * SECNO 33470.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 2030.0 TYPE= 1 TARGET= CROSS SECTION 33470 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. ELIMINATED GROUND POINTS AT SECTION 33470. SOUTH OF 2770. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. 33470.000 18.58 457.58 .00 .00 457.74 .16 5645.0 .0 5645.0 .0 .0 1781.2 .0 .03 .00 3.17 .00 .000 .036 .000 .000455 315. 325. 260. 2 0 0 2029.999 .15 .03 460.20 15.3 2.2 463.00 .000 439.00 1165.88 .00 245.46 1550.02 PAGE 9 DCULDUP.DAT 16JUL99 08:04:03 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED _ * SECNO 34260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 1660.0 TYPE= 1 TARGET= 1659.999 CROSS SECTION 34260 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. MODIFIED IN RIGHT OVERBANK AREAS FROM PARKS OF COPPELL TOPOGRAPHY. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. ELIMINATED GROUND POINTS AT SECTION 34260 SOUTH OF 1970. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. 34260.000 19.24 458.04 .00 00 458.11 .07 .35 .02 461.20 5645.0 .0 5645.0 .0 .0 2582.8 .0 54.9 8.0 464.00 .13 .00 2.19 .00 .000 .048 .000 .000 438.80 880.65 .000422 830. 790. 250. 2 0 0 .00 397.49 1387.68 1490 NH CARD USED * SECNO 34850.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .59 CROSS SECTION 34850. FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. NOT MODIFIED SINCE EFFECTIVE FLOW LIMITS PREVENTS FLOWS FROM ENTERING COTTONWOOD BRANCH AREA AT FAR RIGHT END OF THE SECTION EVEN AT HIGH DISCHARGES. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. X3 REMOVED TO ALLOW FLOW OUT OF CHANNEL -AHH 34850.000 18.98 458.28 .00 .00 458.66 .38 .39 .15 464.30 5645.0 .0 5645.0 .0 .0 1144.5 .0 80.2 11.5 465.00 .16 .00 4.93 .00 .000 .045 .000 .000 439.30 1339.03 .001220 520. 590. 640. 1 0 0 .00 118.09 1457.12 DCULDUP.DAT 16JUL99 08:04:03 PAGE 11 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED * SECNO 34950.000 3470 ENCROACHMENT STATIONS= 1668.0 3162.0 TYPE= 2 TARGET= 1494.000 CROSS SECTION 34950 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL MODIFIED TO ELIMINATE FLOW AREAS IN COTTONWOOD BRANCH AT SOUTH END OF THE CROSS SECTION & INEFFECTIVE FLOW AT NORTH END. 34950.000 19.11 458.41 .00 .00 458.78 .37 .12 .00 464.30 5645.0 .0 5645.0 .0 .0 1159.4 .0 82.8 11.8 465.00 .17 .00 4.87 .00 .000 .045 .000 .000 439.30 2338.95 .001177 110. 100. 90. 2 0 0 .00 118.74 2457.70 1490 NH CARD USED * SECNO 35700.000 3470 ENCROACHMENT STATIONS= 2281.0 3430.0 TYPE= 1 TARGET= 1149.000 35700.000 19.71 459.21 .00 .00 459.47 .27 .66 .03 460.00 5645.0 .0 5645.0 .0 .0 1360.0 .0 104.5 13.8 460.00 .22 .00 4.15 .00 .000 .045 .000 .000 439.50 3114.34 .000688 750. 750. 750. 2 0 0 .00 117.86 3232.21 1490 NH CARD USED * SECNO 36250.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.73 3470 ENCROACHMENT STATIONS= 2288.0 3625.0 TYPE= 1 TARGET= 1337.000 36250.000 19.79 459.59 .00 .00 459.61 .02 .06 .07 458.00 5645.0 3.3 1706.5 3935.2 22.0 1414.6 3136.8 139.2 17.2 462.00 .33 .15 1.21 1.25 .060 .045 .040 .000 439.80 3000.25 .000050 500. 520. 500. 2 0 0 .00 465.41 3579.07 CCHV= .100 CEHV= .300 1490 NH CARD USED * SECNO 36970.000 DCULDUP.DAT 16JUL99 08:04:03 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .18 3470 ENCROACHMENT STATIONS= 2233.0 3727.0 TYPE= 2 TARGET= 1494.000 * * * ** SECTION "D" * * * ** CROSS SECTION 36970 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. 36970.000 19.32 459.32 .00 .00 459.86 .54 .10 .15 465.00 5645.0 .0 5472.4 172.6 .0 916.3 114.8 181.0 21.8 465.00 .37 .00 5.97 1.50 .000 .040 .060 .000 440.00 2924.33 .001558 600. 720. 600. 2 0 0 .00 153.30 3727.00 1490 NH CARD USED * SECNO 37600.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.26 3470 ENCROACHMENT STATIONS= 1333.0 2827.0 TYPE= 0 TARGET= 1494.000 37600.000 20.15 460.15 .00 .00 460.26 .11 .36 .04 460.00 5645.0 .0 4968.3 676.7 .5 1773.7 407.8 202.5 25.3 460.00 .43 .08 2.80 1.66 .055 .045 .045 .000 440.00 1992.61 .000305 570. 630. 350. 2 0 0 .00 504.01 2730.00 1490 NH CARD USED * SECNO 37800.000 3265 DIVIDED FLOW PAGE 12 DCULDUP.DAT 16JUL99 08:04:03 1355.5 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC HV HL AROB VOL XNR WTN ICONT CORAR OLOSS L -BANK ELEV TWA R -BANK ELEV ELMIN SSTA TOPWID ENDST - 3470 ENCROACHMENT STATIONS= 1355.5 2849.5 TYPE= 0 TARGET= 1494.000 37800.000 20.22 460.22 .00 .00 460.31 .09 .05 .00 462.00 5645.0 .0 4267.5 1377.5 .0 1671.1 812.0 211.9 26.6 460.00 .45 .00 2.55 1.70 .000 .040 .045 .000 440.00 2025.19 .000220 50. 200. 100. 2 0 0 .00 333.18 2408.99 1490 NH CARD USED * SECNO 38050.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1433.0 2927.0 TYPE= 0 TARGET= 1494.000 38050.000 19.31 460.31 .00 .00 460.37 .06 .06 .00 467.00 5645.0 .0 2614.5 3030.5 .0 1287.7 1653.6 230.0 28.9 462.00 .49 .00 2.03 1.83 .000 .045 .045 .000 441.00 2129.24 .000177 270. 250. 340. 1 0 0 .00 334.07 2540.00 1490 NH CARD USED * SECNO 38200.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 3470 ENCROACHMENT STATIONS= 1438.0 2932.0 TYPE= 0 TARGET= 1494.000 38200.000 19.31 460.31 .00 .00 460.42 .12 .04 .02 467.40 5645.0 .0 3551.0 2094.0 .0 1175.1 928.2 238.7 30.0 462.00 .51 .00 3.02 2.26 .000 .045 .045 .000 441.00 2140.93 .000416 150. 150. 150. 2 0 0 .00 313.75 2601.53 1490 NH CARD USED * SECNO 38550.000 3265 DIVIDED FLOW PAGE 13 DCULDUP.DAT 16JUL99 08:04:03 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1415.5 2909.5 TYPE= 0 TARGET= 1494.000 38550.000 19.24 460.44 .00 .00 460.58 .13 .15 .00 466.00 5645.0 .0 3345.6 2299.4 .0 1000.3 1038.2 254.8 32.8 460.00 .54 .00 3.34 2.21 .000 .045 .045 .000 441.20 2137.78 .000456 340. 350. 330. 2 0 0 .00 402.60 2609.11 1490 NH CARD USED * SECNO 39290.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 853.0 2347.0 TYPE= 0 TARGET= 1494.000 39290.000 18.94 460.82 .00 .00 460.99 .18 .40 .01 464.00 5645.0 1.7 4694.2 949.1 6.3 1283.3 780.4 291.0 41.2 460.00 .60 .27 3.66 1.22 .055 .045 .055 .000 441.88 1337.40 .000625 600. 740. 800. 2 0 0 .00 539.63 2061.24 1490 NH CARD USED * SECNO 39440.000 3470 ENCROACHMENT STATIONS= 3348.0 4842.0 TYPE= 0 TARGET= 1494.000 CROSS SECTION 39440 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. * * * * * * * * ** END OF KH- PARCHE COORDINATION MODEL * * * * * * * * * * * * * * * * ** 39440.000 18.76 460.76 .00 .00 461.21 .45 .14 .08 464.00 5645.0 .0 5645.0 .0 .0 1050.1 .0 297.5 42.9 462.50 .61 .00 5.38 .00 .000 .045 .000 .000 442.00 4048.09 .001251 150. 150. 280. 2 0 0 .00 98.52 4146.61 1490 NH CARD USED * SECNO 39490.000 3470 ENCROACHMENT STATIONS= 3423.0 4917.0 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION DCULDUP.DAT 16JUL99 08:04:03 39490.000 19.09 461.09 .00 .00 461.28 .19 .04 .03 467.50 5645.0 .0 5645.0 .0 .0 1611.0 .0 299.0 43.1 468.50 .62 .00 3.50 .00 .000 .045 .000 .000 442.00 4069.12 .000659 50. 50. 50. 2 0 0 .00 184.92 4254.04 -.1490 NH CARD USED *SECNO 39540.000 3470 ENCROACHMENT STATIONS= 3348.0 4842.0 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION 39540.000 18.97 460.97 .00 .00 461.40 .43 .04 .07 464.00 5645.0 .0 5645.0 .0 .0 1070.1 .0 300.6 43.2 462.50 .62 .00 5.28 .00 .000 .045 .000 .000 442.00 4047.58 .001190 50. 50. 50. 2 0 0 .00 99.42 4147.01 1490 NH CARD USED *SECNO 40650.000 3470 ENCROACHMENT STATIONS= 4025.5 5519.5 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION 40650.000 22.23 462.23 .00 .00 462.68 .45 1.27 .00 464.80 5645.0 .0 5486.3 158.7 .0 1011.4 85.0 327.9 45.8 457.80 .68 .00 5.42 1.87 .000 .045 .045 .000 440.00 4737.55 .001118 1400. 1110. 800. 2 0 0 .00 115.80 4853.35 1490 NH CARD USED *SECNO 48000.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1660.5 3154.5 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION 48000.000 21.09 466.69 .00 .00 466.77 .08 4.06 .04 457.00 2994.0 524.7 2438.6 30.6 551.4 961.3 113.0 537.0 81.3 466.50 1.56 .95 2.54 .27 .055 .045 .060 .000 445.60 1694.46 .000241 5700. 7350. 2900. 2 0 0 .00 495.15 2948.75 PAGE 15 DCULDUP.DAT 16JUL99 08:04:03 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB 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 TOPWID ENDST 1490 NH CARD USED - * SECNO 51350.000 3470 ENCROACHMENT STATIONS= 3590.5 5084.5 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION 51350.000 20.81 467.31 .00 .00 467.38 .07 .61 .00 470.30 3166.0 .0 3166.0 .0 .0 1497.4 .0 659.1 105.9 470.20 2.00 .00 2.11 .00 .000 .045 .000 .000 446.50 4165.02 .000142 3600. 3350. 3700. 2 0 0 .00 109.48 4274.50 1490 NH CARD USED * SECNO 53350.000 3470 ENCROACHMENT STATIONS= 4873.0 6367.0 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION 53350.000 19.59 467.59 .00 .00 467.64 .06 .26 .00 456.00 3166.0 437.9 2728.0 .1 419.5 1363.7 .9 732.8 112.2 467.00 2.30 1.04 2.00 .12 .050 .045 .058 .000 448.00 5497.58 .000121 1650. 2000. 1750. 2 0 0 .00 175.35 5672.93 1490 NH CARD USED * SECNO 55590.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .41 3470 ENCROACHMENT STATIONS= 3548.0 5042.0 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION 55590.000 15.57 467.97 .00 .00 468.14 .17 .46 .03 470.00 2700.0 .0 2700.0 .0 .0 826.6 .0 798.7 118.6 472.00 2.49 .00 3.27 .00 .000 .045 .000 .000 452.40 4255.76 .000520 2000. 2240. 2200. 2 0 0 .00 81.16 4336.92 16JUL99 08:04:03 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1490 NH CARD USED - - * SECNO 56940.000 3470 ENCROACHMENT STATIONS= 3628.0 5122.0 TYPE= FEMA CROSS SECTION 56940.000 19.56 468.56 .00 .00 468.69 2700.0 103.3 2596.7 .0 96.8 867.4 2.62 1.07 2.99 .00 .055 .045 .000331 1250. 1350. 1250. 2 0 DCULDUP.DAT HV HL AROB VOL XNR WTN ICONT CORAR 0 TARGET= 1494.000 OLOSS L -BANK ELEV TWA R -BANK ELEV ELMIN SSTA TOPWID ENDST .13 .55 .00 462.00 .0 826.4 121.3 474.00 000 .000 449.00 4305.49 0 .00 97.85 4403.34 PAGE 17 DCULDUP.DAT 16JUL99 08 :04:03 T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 100 YEAR DISCHARGE CROSS SECTIONS 35700 & 36250 ADDED TO CITY MODEL PROPOSED LAKE AND BACK OF LOT FILL ADDED FOR VILLAGE AT COTTONWOOD CREEK SECTION VI FOR SECTIONS 35700,36250 & 36970 T3 DENTON CREEK -- DCPLULT3.DAT Jl ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 5 0 0 0 0 0 463.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 15 0 -1 FQ ITRACE PAGE 18 DCULDUP.DAT 16JUL99 08:04:03 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 2 CCHV= .300 CEHV= .500 1490 NH CARD USED *SECNO 33145.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS= .0 3250.0 TYPE= 1 TARGET= 3249.999 CROSS SECTION 33145 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. BEGIN SEPARATE MODELLING OF DENTON CRK. & COTTONWOOD BR. - -AHH 33145.000 25.10 463.50 .00 463.50 463.65 .15 .00 .00 460.64 16681.0 365.3 15461.0 854.7 233.1 4836.7 636.0 .0 .0 463.00 .00 1.57 3.20 1.34 .055 .054 .055 .000 438.40 2308.82 .000811 385. 420. 290. 0 0 0 .00 941.18 3250.00 1490 NH CARD USED *SECNO 33470.000 3470 ENCROACHMENT STATIONS= .0 2030.0 TYPE= 1 TARGET= CROSS SECTION 33470 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. ELIMINATED GROUND POINTS AT SECTION 33470. SOUTH OF 2770. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. 33470.000 24.71 463.71 .00 .00 463.86 .16 16681.0 897.6 13700.1 2083.3 605.8 3996.6 1449.1 .03 1.48 3.43 1.44 .055 .042 .055 .000548 315. 325. 260. 2 0 0 1490 NH CARD USED *SECNO 34260.000 3470 ENCROACHMENT STATIONS= 2029.999 .21 .00 460.20 42.2 6.9 463.00 .000 439.00 963.92 .00 1066.08 2030.00 0 1660.0 TYPE= 1 TARGET= 1659.999 PAGE 19 DCULDUP.DAT 16JUL99 08:04:03 CROSS SECTION 34260 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. NOT MODIFIED SINCE EFFECTIVE FLOW LIMITS PREVENTS FLOWS MODIFIED IN RIGHT OVERBANK AREAS FROM PARKS OF COPPELL TOPOGRAPHY. COTTONWOOD BRANCH AREA AT FAR RIGHT END OF THE SECTION ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL DISCHARGES. TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE ELIMINATED GROUND POINTS AT SECTION 34260 SOUTH OF 1970. TO BETTER - MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. 34260.000 25.31 464.11 .00 .00 464.24 .13 .37 .01 461.20 16681.0 11.8 16403.3 265.9 16.7 5656.5 285.2 140.6 20.4 464.00 .10 .71 2.90 .93 .055 .044 .055 .000 438.80 856.52 .000433 830. 790. 250. 2 0 0 .00 803.48 1660.00 1490 NH CARD USED *SECNO 34850.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .50 CROSS SECTION 34850. FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. NOT MODIFIED SINCE EFFECTIVE FLOW LIMITS PREVENTS FLOWS FROM ENTERING COTTONWOOD BRANCH AREA AT FAR RIGHT END OF THE SECTION EVEN AT HIGH DISCHARGES. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. X3 REMOVED TO ALLOW FLOW OUT OF CHANNEL -AHH 34850.000 25.08 464.38 .00 .00 464.86 .48 .45 .18 464.30 16681.0 3754.2 12926.8 .0 1668.7 2080.3 .0 205.2 31.3 465.00 .13 2.25 6.21 .00 .056 .045 .000 .000 439.30 649.84 .001731 520. 590. 640. 1 0 0 .00 863.43 1513.26 1490 NH CARD USED *SECNO 34950.000 3470 ENCROACHMENT STATIONS= 1668.0 3162.0 TYPE= 2 TARGET= 1494.000 CROSS SECTION 34950 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL MODIFIED TO ELIMINATE FLOW AREAS IN COTTONWOOD BRANCH AT SOUTH END OF THE CROSS SECTION & INEFFECTIVE FLOW AT NORTH END. 34950.000 25.30 464.60 .00 .00 465.04 .45 .17 .01 464.30 16681.0 3929.5 12751.5 .0 1758.9 2123.1 .0 214.4 33.4 465.00 .14 2.23 6.01 .00 .056 .045 .000 .000 439.30 1668.00 .001596 110. 100. 90. 2 0 0 .00 847.57 2515.57 PAGE 20 DCULDUP.DAT 16JUL99 08:04:03 PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED * SECNO 35700.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.71 3470 ENCROACHMENT STATIONS= 2281.0 3430.0 TYPE= 1 TARGET= 1149.000 35700.000 26.02 465.52 .00 .00 465.76 .24 .65 .06 460.00 16681.0 5081.7 10382.0 1217.3 3387.1 2158.7 760.6 302.1 50.6 460.00 .20 1.50 4.81 1.60 .060 .045 .055 .000 439.50 2281.00 .000548 750. 750. 750. 2 0 0 .00 1146.52 3427.52 1490 NH CARD USED * SECNO 36250.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.63 3470 ENCROACHMENT STATIONS= 2288.0 3625.0 TYPE= 1 TARGET= 1337.000 36250.000 26.04 465.84 .00 .00 465.90 .05 .08 .05 458.00 16681.0 1339.1 3993.0 11348.9 2326.5 2267.7 5645.2 398.0 64.7 462.00 .27 .58 1.76 2.01 .057 .045 .040 .000 439.80 2302.17 .000079 500. 520. 500. 2 0 0 .00 1314.21 3616.38 CCHV= .100 CEHV= .300 1490 NH CARD USED * SECNO 36970.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .19 3470 ENCROACHMENT STATIONS= 2233.0 3727.0 TYPE= 2 TARGET= 1494.000 * * * ** SECTION "D" * * * ** CROSS SECTION 36970 FROM FEMA MODEL. DCULDUP.DAT 16JUL99 08:04:03 UPSTREAM OF PARKS OF COPPELL 36970.000 25.56 465.56 .00 16681.0 3.9 12665.7 4011.5 .30 .49 7.36 2.80 .002084 600. 720. 600. .00 466.23 .67 8.0 1720.6 1434.1 060 .041 .060 2 0 0 .15 .18 465.00 495.8 79.2 465.00 .000 440.00 2871.76 .00 718.08 3727.00 1490 NH CARD USED *SECNO 37600.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.20 3470 ENCROACHMENT STATIONS= 1333.0 2827.0 TYPE= 0 TARGET= 1494.000 38050.000 25.54 466.54 .00 .00 466.65 37600.000 26.45 466.45 .00 .00 466.54 .09 .26 .06 460.00 462.00 16681.0 2072.0 8607.4 6001.6 1968.8 2782.1 3826.8 562.5 89.2 460.00 0 .37 1.05 3.09 1.57 .055 .045 .048 .000 440.00 1521.98 .000204 570. 630. 350. 2 0 0 .00 1208.02 2730.00 1490 NH CARD USED *SECNO 37800.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS= 1355.5 2849.5 TYPE= 0 TARGET= 1494.000 37800.000 26.48 466.48 .00 .00 466.58 .10 .03 .00 462.00 16681.0 2681.8 8071.6 5927.6 2425.0 2698.4 2390.9 584.7 91.5 460.00 .38 1.11 2.99 2.48 .055 .050 .045 .000 440.00 1388.12 .000258 50. 200. 100. 2 0 0 .00 1061.88 2450.00 1490 NH CARD USED *SECNO 38050.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1433.0 2927.0 TYPE= 0 TARGET= 1494.000 38050.000 25.54 466.54 .00 .00 466.65 .11 .07 .00 467.00 16681.0 1573.4 6053.8 9053.7 1708.8 2153.7 3227.6 633.4 98.2 462.00 .41 .92 2.81 2.81 .060 .045 .045 .000 441.00 1547.29 .000233 270. 250. 340. 0 0 0 .00 965.20 2540.00 PAGE 22 DCULDUP.DAT 16JUL99 08:04:03 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED * SECNO 38200.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1438.0 2932.0 TYPE= 0 TARGET= 1494.000 38200.000 25.58 466.58 .00 .00 466.70 .12 .04 .00 467.40 16681.0 2596.4 6611.5 7473.1 2115.3 2052.1 2804.1 657.6 101.6 462.00 .43 1.23 3.22 2.67 .060 .045 .046 .000 441.00 1561.32 .000334 150. 150. 150. 0 0 0 .00 1019.33 2610.00 1490 NH CARD USED * SECNO 38550.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1415.5 2909.5 TYPE= 0 TARGET= 1494.000 38550.000 25.50 466.70 .00 .00 466.81 .11 .11 .00 466.00 16681.0 2320.6 5291.6 9068.8 1846.2 1679.2 3480.6 711.8 109.9 460.00 .47 1.26 3.15 2.61 .057 .045 .045 .000 441.20 1463.83 .000316 340. 350. 330. 2 0 0 .00 1117.10 2620.00 1490 NH CARD USED * SECNO 39290.000 3470 ENCROACHMENT STATIONS= 853.0 2347.0 TYPE= 0 TARGET= 1494.000 39290.000 25.06 466.94 .00 .00 467.06 .12 .25 .00 464.00 16681.0 1567.7 7801.6 7311.7 1218.6 2164.1 3741.7 831.9 127.2 460.00 .55 1.29 3.61 1.95 .055 .044 .055 .000 441.88 1160.48 .000344 600. 740. 800. 0 0 0 .00 1024.17 2184.65 1490 NH CARD USED * SECNO 39440.000 3265 DIVIDED FLOW DCULDUP.DAT 16JUL99 08:04:03 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .45 3470 ENCROACHMENT STATIONS= 3348.0 4842.0 TYPE= 0 TARGET= 1494.000 CROSS SECTION 39440 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. * * * * * * * * ** END OF KH- PARCHE COORDINATION MODEL * * * * * * * * * * * * * * * * ** 39440.000 24.60 466.60 .00 .00 467.38 .77 .12 .19 464.00 16681.0 1384.4 13188.6 2108.0 643.7 1676.9 1117.3 857.3 131.8 462.50 .55 2.15 7.86 1.89 .055 .045 .060 .000 442.00 3775.15 .001664 150. 150. 280. 2 0 0 .00 840.19 4711.23 1490 NH CARD USED *SECNO 39490.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3423.0 4917.0 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION 39490.000 25.14 467.14 .00 .00 467.48 .34 .06 .04 467.50 16681.0 1888.4 14717.3 75.3 825.5 2992.1 56.4 861.5 132.6 468.50 .56 2.29 4.92 1.33 .045 .045 .045 .000 442.00 3778.38 .000920 50. 50. 50. 2 0 0 .00 550.91 4642.74 1490 NH CARD USED *SECNO 39540.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3348.0 4842.0 TYPE= 0 TARGET= 1494.000 DCULDUP.DAT 16JUL99 08:04:03 FEMA CROSS SECTION 39540.000 25.01 467.01 .00 .00 467.61 .60 .05 .08 464.00 16681.0 1552.4 12270.6 2858.0 747.1 1721.5 1316.1 865.9 133.5 462.50 .56 2.08 7.13 2.17 .055 .045 .050 .000 442.00 3771.41 .001320 50. 50. 50. 2 0 0 .00 870.15 4715.82 1490 NH CARD USED *SECNO 40650.000 3470 ENCROACHMENT STATIONS= 4025.5 5519.5 TYPE= 0 TARGET= FEMA CROSS SECTION 40650.000 28.44 468.44 .00 .00 469.00 .56 16681.0 1938.4 10949.1 3793.5 1099.1 1529.1 1219.2 .61 1.76 7.16 3.11 .060 .045 .045 .001253 1400. 1110. 800. 2 0 0 1490 NH CARD USED *SECNO 48000.000 3301 HV CHANGED MORE THAN HVINS 1494.000 1.39 .00 464.80 960.3 154.5 457.80 .000 440.00 4313.12 .00 835.52 5148.63 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.64 3470 ENCROACHMENT STATIONS= 1660.5 3154.5 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION 48000.000 26.27 471.87 .00 .00 471.93 .06 2.88 .05 457.00 10837.0 4258.0 3884.7 2694.2 3559.8 1350.1 2951.9 1646.9 276.4 466.50 1.56 1.20 2.88 .91 .055 .045 .060 .000 445.60 1660.50 .000197 5700. 7350, 2900. 4 0 0 .00 1494.00 3154.50 1490 NH CARD USED *SECNO 51350.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .64 PAGE 25 3470 ENCROACHMENT STATIONS= 3590.5 5084.5 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION DCULDUP.DAT 16JUL99 08:04:03 51350.000 26.43 472.93 .00 .00 473.04 .11 1.10 .02 470.30 11721.0 3155.3 8551.7 14.1 2056.5 2821.4 19.2 2165.5 376.5 470.20 1.92 1.53 3.03 .73 .055 .045 .058 .000 446.50 3590.50 .000556 3600. 3350. 3700. 3 0 0 .00 938.55 4529.05 1490 NH CARD USED *SECNO 53350.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4873.0 6367.0 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION 53350.000 25.68 473.68 .00 .00 473.91 .23 .83 .04 456.00 11721.0 2785.2 8620.5 315.4 1430.1 1972.9 468.7 2351.4 413.5 467.00 2.07 1.95 4.37 .67 .050 .045 .058 .000 448.00 4873.00 .000351 1650. 2000. 1750. 2 0 0 .00 899.26 6013.58 1490 NH CARD USED *SECNO 55590.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .54 3470 ENCROACHMENT STATIONS= 3548.0 5042.0 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION 55590.000 22.37 474.77 .00 .00 475.35 .58 1.33 .11 470.00 12101.0 2166.8 9694.6 239.6 1347.5 1426.1 185.6 2519.1 454.1 472.00 2.17 1.61 6.80 1.29 .060 .045 .060 .000 452.40 3548.00 .001269 2000. 2240, 2200. 2 0 0 .00 798.48 4447.07 1490 NH CARD USED *SECNO 56940.000 3470 ENCROACHMENT STATIONS= 3628.0 5122.0 TYPE= 0 TARGET= 1494.000 FEMA CROSS SECTION PAGE 26 16JUL99 08:04:03 OLOSS L -BANK ELEV AROB VOL SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 56940.000 27.26 476.26 .00 .00 476.60 12101.0 3673.0 8104.0 324.0 1872.6 1452.1 2.26 1.96 5.58 .96 .054 .045 .000709 1250. 1350. 1250. 2 0 DCULDUP.DAT RV HL OLOSS L -BANK ELEV AROB VOL TWA R -BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .34 1.23 .02 462.00 335.9 2617.4 480.1 474.00 .058 .000 449.00 3628.00 0 .00 1003.43 4631.43 PAGE 27 DCULDUP.DAT 16JUL99 08:04:03 ++++++ + + + + + + + + * + + + + + + + + + + + + + + + + + + + + ++ HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE 28 THIS RUN EXECUTED 16JUL99 08:04:04 NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK -- FROM SUMMARY PRINTOUT SECNO Q CWSEL VCH VOL TWA 33145.000 5645.00 457.47 2.42 .00 .00 33145.000 16681.00 463.50 3.20 .00 .00 33470.000 5645.00 457.58 3.17 15.35 2.22 33470.000 16681.00 463.71 3.43 42.21 6.92 34260.000 5645.00 458.04 2.19 54.92 8.05 34260.000 16681.00 464.11 2.90 140.65 20.45 * 34850.000 5645.00 458.28 4.93 80.16 11.54 * 34850.000 16681.00 464.38 6.21 205.20 31.28 34950.000 5645.00 458.41 4.87 82.81 11.81 34950.000 16681.00 464.60 6.01 214.35 33.39 35700.000 5645.00 459.21 4.15 104.49 13.85 * 35700.000 16681.00 465.52 4.81 302.06 50.56 * 36250.000 5645.00 459.59 1.21 139.18 17.25 * 36250.000 16681.00 465.84 1.76 398.04 64.74 * 36970.000 5645.00 459.32 5.97 180.99 21.79 * 36970.000 16681.00 465.56 7.36 495.83 79.16 * 37600.000 5645.00 460.15 2.80 202.55 25.25 * 37600.000 16681.00 466.45 3.09 562.46 89.20 37800.000 5645.00 460.22 2.55 211.86 26.58 37800.000 16681.00 466.48 2.99 584.70 91.54 38050.000 5645.00 460.31 2.03 229.97 28.89 38050.000 16681.00 466.54 2.81 633.36 98.19 DCULDUP.DAT 16JUL99 08:04:03 SECNO Q CWSEL VCH VOL TWA * 38200.000 5645.00 460.31 3.02 238.66 30.01 38200.000 16681.00 466.58 3.22 657.58 101.61 38550.000 5645.00 460.44 3.34 254.84 32.77 38550.000 16681.00 466.70 3.15 711.83 109.89 39290.000 5645.00 460.82 3.66 290.98 41.21 39290.000 16681.00 466.94 3.61 831.91 127.16 39440.000 5645.00 460.76 5.38 297.52 42.89 * 39440.000 16681.00 466.60 7.86 657.34 131.84 39490.000 5645.00 461.09 3.50 299.05 43.05 39490.000 16681.00 467.14 4.92 861.54 132.64 39540.000 5645.00 460.97 5.28 300.59 43.21 39540.000 16681.00 467.01 7.13 865.93 133.46 40650.000 5645.00 462.23 5.42 327.89 45.82 40650.000 16681.00 468.44 7.16 960.30 154.47 48000.000 2994.00 466.69 2.54 536.98 81.27 * 48000.000 10837.00 471.87 2.88 1646.86 276.38 51350.000 3166.00 467.31 2.11 659.11 105.94 * 51350.000 11721.00 472.93 3.03 2165.52 376.50 53350.000 3166.00 467.59 2.00 732.76 112.18 53350.000 11721.00 473.68 4.37 2351.42 413.55 * 55590.000 2700.00 467.97 3.27 798.72 118.58 * 55590.000 12101.00 474.77 6.80 2519.10 454.08 56940.000 2700.00 468.56 2.99 826.36 121.32 56940.000 12101.00 476.26 5.58 2617.39 480.13 PAGE 29 DCULDUP.DAT 16JUL99 08:04:03 DENTON CREEK -- FROM SUMMARY PRINTOUT TABLE 150 PAGE 30 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K - 33145.000 .00 .00 .00 438.40 5645.00 457.47 .00 457.56 4.49 2.42 2332.73 2663.54 33145.000 .00 .00 .00 438.40 16681.00 463.50 .00 463.65 8.11 3.20 5705.81 5857.32 33470.000 325.00 .00 .00 439.00 5645.00 457.58 .00 457.74 4.55 3.17 1781.25 2647.17 33470.000 325.00 .00 .00 439.00 16681.00 463.71 .00 463.86 5.48 3.43 6051.48 7123.91 34260.000 790.00 .00 .00 438.80 5645.00 458.04 .00 458.11 4.22 2.19 2582.76 2747.94 34260.000 790.00 .00 .00 438.80 16681.00 464.11 .00 464.24 4.33 2.90 5958.41 8012.50 * 34850.000 590.00 .00 .00 439.30 5645.00 458.28 .00 458.66 12.20 4.93 1144.45 1616.38 * 34850.000 590.00 .00 .00 439.30 16681.00 464.38 .00 464.86 17.31 6.21 3748.94 4009.74 34950.000 100.00 .00 .00 439.30 5645.00 458.41 .00 458.78 11.77 4.87 1159.39 1645.42 34950.000 100.00 .00 .00 439.30 16681.00 464.60 .00 465.04 15.96 6.01 3882.03 4175.62 35700.000 750.00 .00 .00 439.50 5645.00 459.21 .00 459.47 6.88 4.15 1359.99 2152.54 * 35700.000 750.00 .00 .00 439.50 16681.00 465.52 .00 465.76 5.48 4.81 6306.37 7125.78 * 36250.000 520.00 .00 .00 439.80 5645.00 459.59 .00 459.61 .50 1.21 4573.42 8020.73 * 36250.000 520.00 .00 .00 439.80 16681.00 465.84 .00 465.90 .79 1.76 10239.39 18759.46 * 36970.000 720.00 .00 .00 440.00 5645.00 459.32 .00 459.86 15.58 5.97 1031.08 1430.00 * 36970.000 720.00 .00 .00 440.00 16681.00 465.56 .00 466.23 20.84 7.36 3162.66 3653.87 * 37600.000 630.00 .00 .00 440.00 5645.00 460.15 .00 460.26 3.05 2.80 2182.01 3234.41 * 37600.000 630.00 .00 .00 440.00 16681.00 466.45 .00 466.54 2.04 3.09 8577.65 11682.23 37800.000 200.00 .00 .00 440.00 5645.00 460.22 .00 460.31 2.20 2.55 2483.17 3803.43 37800.000 200.00 .00 .00 440.00 16681.00 466.48 .00 466.58 2.58 2.99 7514.34 10380.23 38050.000 250.00 .00 .00 441.00 5645.00 460.31 .00 460.37 1.77 2.03 2941.38 4248.69 38050.000 250.00 .00 .00 441.00 16681.00 466.54 .00 466.65 2.33 2.81 7090.10 10925.42 * 38200.000 150.00 .00 .00 441.00 5645.00 460.31 .OD 460.42 4.16 3.02 2103.29 2767.76 38200.000 150.00 .00 .00 441.00 16681.00 466.58 .00 466.70 3.34 3.22 6971.57 9123.22 38550.000 350.00 .00 .00 441.20 5645.00 460.44 .00 460.58 4.56 3.34 2038.44 2642.87 38550.000 350.00 .00 .00 441.20 16681.00 466.70 .00 466.81 3.16 3.15 7006.06 9379.95 39290.000 740.00 .00 .00 441.88 5645.00 460.82 .00 460.99 6.25 3.66 2070.00 2258.49 39290.000 740.00 .00 .00 441.88 16681.00 466.94 .00 467.06 3.44 3.61 7124.35 8987.59 39440.000 150.00 .00 .00 442.00 5645.00 460.76 .00 461.21 12.51 5.38 1050.08 1595.77 * 39440.000 150.00 .00 .00 442.00 16681.00 466.60 .00 467.38 16.64 7.86 3437.92 4088.88 39490.000 50.00 .00 .00 442.00 5645.00 461.09 .00 461.28 6.59 3.50 1611.02 2198.51 39490.000 50.00 .00 .00 442.00 16681.00 467.14 .00 467.48 9.20 4.92 3873.95 5500.11 DCULDUP.DAT 16JUL99 08:04:03 PAGE 31 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCR AREA .01K 39540.000 50.00 .00 .00 442.00 5645.00 460.97 .00 461.40 11.90 5.28 1070.13 1636.74 39540.000 50.00 .00 .00 442.00 16681.00 467.01 .00 467.61 13.20 7.13 3784.70 4591.35 40650.000 1110.00 .00 .00 440.00 5645.00 462.23 .00 462.68 11.18 5.42 1096.35 1688.63 40650.000 1110.00 .00 .00 440.00 16681.00 468.44 .00 469.00 12.53 7.16 3847.33 4713.18 48000.000 7350.00 .00 .00 445.60 2994.00 466.69 .00 466.77 2.41 2.54 1625.71 1929.27 * 48000.000 7350.00 .00 .00 445.60 10837.00 471.87 .00 471.93 1.97 2.88 7861.71 7720.55 51350.000 3350.00 .00 .00 446.50 3166.00 467.31 .00 467.38 1.42 2.11 1497.43 2656.93 * 51350.000 3350.00 .00 .00 446.50 11721.00 472.93 .00 473.04 5.56 3.03 4897.15 4971.26 53350.000 2000.00 .00 .00 448.00 3166.00 467.59 .00 467.64 1.21 2.00 1784.06 2883.59 53350.000 2000.00 .00 .00 448.00 11721.00 473.68 .00 473.91 3.51 4.37 3871.67 6252.16 * 55590.000 2240.00 .00 .00 452.40 2700.00 467.97 .00 468.14 5.20 3.27 826.55 1183.89 * 55590.000 2240.00 .00 .00 452.40 12101.00 474.77 .00 475.35 12.69 6.80 2959.26 3396.74 56940.000 1350.00 .00 .00 449.00 2700.00 468.56 .00 468.69 3.31 2.99 964.19 1484.61 56940.000 1350.00 .00 .00 449.00 12101.00 476.26 .00 476.60 7.09 5.58 3660.53 4544.80 DCULDUP.DAT 16JUL99 08:04:03 DENTON CREEK -- FROM SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKSS TOPWID XLCH 33145.000 5645.00 457.47 .00 .00 .00 348.93 .00 33145.000 16681.00 463.50 6.03 .00 .00 941.18 .00 33470.000 5645.00 457.58 .00 .11 .00 245.46 325.00 33470.000 16681.00 463.71 6.12 .21 .00 1066.08 325.00 34260.000 5645.00 458.04 .00 .45 .00 397.49 790.00 34260.000 16681.00 464.11 6.07 .40 .00 803.48 790.00 * 34850.000 5645.00 458.28 .00 .24 .00 118.09 590.00 * 34850.000 16681.00 464.38 6.10 .27 .00 863.43 590.00 34950.000 5645.00 458.41 .00 .13 .00 118.74 100.00 34950.000 16681.00 464.60 6.18 .22 .00 847.57 100.00 35700.000 5645.00 459.21 .00 .79 .00 117.86 750.00 * 35700.000 16681.00 465.52 6.32 .93 .00 1146.52 750.00 * 36250.000 5645.00 459.59 .00 .38 .00 465.41 520.00 * 36250.000 16681.00 465.84 6.26 .32 .00 1314.21 520.00 * 36970.000 5645.00 459.32 .00 -.26 .00 153.30 720.00 * 36970.000 16681.00 465.56 6.24 -.28 .00 718.08 720.00 * 37600.000 5645.00 460.15 .00 .82 .00 504.01 630.00 * 37600.000 16681.00 466.45 6.30 .89 .00 1208.02 630.00 37800.000 5645.00 460.22 .00 .07 .00 333.18 200.00 37800.000 16681.00 466.48 6.25 .02 .00 1061.88 200.00 38050.000 5645.00 460.31 .00 .09 .00 334.07 250.00 38050.000 16681.00 466.54 6.23 .07 .00 965.20 250.00 * 38200.000 5645.00 460.31 .00 .00 .00 313.75 150.00 38200.000 16681.00 466.58 6.27 .04 .00 1019.33 150.00 38550.000 5645.00 460.44 .00 .14 .00 402.60 350.00 38550.000 16681.00 466.70 6.25 .12 .00 1117.10 350.00 39290.000 5645.00 460.82 .00 .37 .00 539.63 740.00 39290.000 16681.00 466.94 6.12 .24 .00 1024.17 740.00 39440.000 5645.00 460.76 .00 -.05 .00 98.52 150.00 * 39440.000 16681.00 466.60 5.84 -.33 .00 840.19 150.00 39490.000 5645.00 461.09 .00 .33 .00 184.92 50.00 39490.000 16681.00 4.67.14 6.05 .54 .00 550.91 50.00 PAGE 32 DCULDUP.DAT 16JUL99 08:04:03 SECNO Q CWSEL DIFWSP DIFWSX DIFWSS TOPWID XLCH 39540.000 5645.00 460.97 .00 -.13 .00 99.42 50.00 39540.000 16681.00 467.01 6.05 -.13 .00 870.15 50.00 40650.000 5645.00 462.23 .00 1.27 .00 115.80 1110.00 40650.000 16681.00 468.44 6.21 1.43 .00 835.52 1110.00 48000.000 2994.00 466.69 .00 4.46 .00 495.15 7350.00 * 48000.000 10837.00 471.87 5.18 3.43 .00 1494.00 7350.00 51350.000 3166.00 467.31 .00 .62 .00 109.48 3350.00 * 51350.000 11721.00 472.93 5.62 1.06 .00 938.55 3350.00 53350.000 3166.00 467.59 .00 .27 .00 175.35 2000.00 53350.000 11721.00 473.68 6.09 .75 .00 899.26 2000.00 * 55590.000 2700.00 467.97 .00 .39 .00 81.16 2240.00 * 55590.000 12101.00 474.77 6.80 1.09 .00 798.48 2240.00 56940.000 2700.00 468.56 .00 .59 .00 97.85 1350.00 56940.000 12101.00 476.26 7.70 1.49 .00 1003.43 1350.00 PAGE 33 DCULDUP.DAT 16JUL99 08:04:03 PAGE 34 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 34850.000 WARNING SECNO= 34850.000 WARNING SECNO= 35700.000 WARNING SECNO= 36250.000 WARNING SECNO= 36250.000 WARNING SECNO= 36970.000 WARNING SECNO= 36970.000 WARNING SECNO= 37600.000 WARNING SECNO= 37600.000 WARNING SECNO= 38200.000 WARNING SECNO= 39440.000 WARNING SECNO= 48000.000 WARNING SECNO= 51350.000 WARNING SECNO= 55590.000 WARNING SECNO= 55590.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE E M" Kimley -Horn ® and Associates, Inc. Corrected Effective Corrected Effective Floodway Corrected Effective Ultimate Conditions Corrected Effective Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL 1 \ PROD\ HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc ❑�❑ Kimley -Horn and Associates, Inc. Payne Family Interests Corrected Effective Floodplain Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL 1 \ PROD \HYDRO\ projects\ 06309306 \4thSubm \Report \denton2.doc Corrected - Multiple Profile * HEC -2 WATER SURFACE PROFILES * Version 4.6.2; May 1991 + + * RUN DATE 26AUG99 TIME 13:02:53 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX X X X XXXXX XXXXX X X XXXXXXX * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D + * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 Corrected - Multiple Profile 26AUG99 13:02:53 ++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE 1 THIS RUN EXECUTED 26AUG99 13:02:53 T1 DENTON CREEK - SCHREIBER TRACT CORRECTED EFFECTIVE 7/99 T2 DENTON CREEK - 10 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: DCMPCOR.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 0 451.01 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 150 38 1 42 7 53 54 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 34850 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268 +80 THROUGH 313 +35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. QT 4 12800 18200 20600 36200 NC .055 .055 .035 .1 .3 X1 25530 45 2495.2 2742.67 700 560 700 X3 2494 470.0 2742 470.0 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 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 3100 GR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 3620 GR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 4100 GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 4600 X1 25770 40 2495.2 2780 240 240 240 X3 2495 470.0 2780 470.0 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 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 Corrected - Multiple Profile PAGE 2 3210 457.8 3230 3490 457.1 3515 3600 457.7 4360 035 3100 .055 800 26AUG99 13:02:53 1300 451.1 1400 1800 453.1 GR 456.0 2780 456.8 2845 456.8 3060 457.6 GR 457.7 3370 457.7 3420 457.3 3445 457.3 GR 457.1 3540 456 3555 456 3590 459.6 QT 4 13300 18900 21300 36200 1909.0 2360.0 NH 5 .055 2619.58 .035 2818.65 .055 2900 NH 5200 NOTE: GR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY -DAVIS FIS UPDATE CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AHHA. X1 26830 42 2619.58 3100 1030 960 1010 X3 2619 470.0 5200 470.0 GR 464.9 550 461.9 600 459.1 700 455.9 GR 451.7 1000 451.3 1100 451.2 1200 450.9 GR 452.8 1500 452.8 1600 452.4 1700 453.2 GR 453.3 2000 454.2 2100 454.4 2200 455.3 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 GR 436.5 3062 452 3100 454 3200 452 GR 452.0 3500 452 3650 452.0 3920 456.3 GR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268 +80 THRU 313 +35 FROM PROPOSED GRADING PLAN FORTHE COPPELL COMMUNITY PARK. AHHA. BEGIN PROPOSED PARK IMPROVEMENTS NH 6 .05 1060.0 .04 1241.0 .065 1444.0 NH 1634.0 .045 2761.0 Xi 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 X1 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 GR 450.0 1189.0 455.0 1216.0 458.0 1239.0 458.5 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 GR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 PAGE 2 3210 457.8 3230 3490 457.1 3515 3600 457.7 4360 035 3100 .055 800 452.9 900 1300 451.1 1400 1800 453.1 1900 2300 456 2400 2702 436.74 2738 3005 436.3 3027 3230 452 3290 4000 460 4250 .04 1521.0 .07 1113.0 436.76 1188.0 1286.0 458.7 1304.0 1468.0 436.4 1488.0 1634.0 456.0 1666.0 1889.0 453.8 2084.0 2327.0 454.0 2342.0 2683.0 459.0 2761.0 .0400 2658.0 1090.0 436.1 1137.0 1270.0 459.0 1308.0 1408.0 453.0 1420.0 1808.0 448.5 1909.0 2360.0 450.0 2460.0 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 3 NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 X1 27449 39.0 1014.0 1534.0 240 248 264 GR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 GR 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 GR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 GR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 GR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION FIS SECTION 280 +80 'n' VALUE LOWERED THROUGH LAKE EXPANSION AREA NH 8 .05 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 X1 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 GR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 1371.0 459.0 1426.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 GR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 2789.0 'n' VALUE LOWERED THROUGH LAKE EXPANSION AREA NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 X1 27992 42.0 1041.0 1543.0 213 309 244 GR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 GR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 GR 455.0 2587.0 460.0 2617.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 NH 2496.0 X1 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 GR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 Corrected - Multiple Profile PAGE 4 449.0 2339.0 450.0 2384.0 451.0 2437.0 36200 26AUG99 13:02:53 GR 446.6 2297.0 448.0 2319.0 GR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIS SECTION 288 +70 QT 4 13300 18900 21300 NH 8 .05 1259.0 .04 NH 1605.0 .040 1842.0 .035 X1 28492 32.0 1215.0 1605.0 GR 460.0 1215.0 460.0 1216.0 GR 437.50 1351.0 450.0 1401.0 GR 457.0 1465.0 455.0 1492.0 GR 450.0 1572.0 455.0 1583.0 GR 450.0 1735.0 449.0 1782.0 GR 448.0 2447.0 449.0 2490.0 GR 455.0 2576.0 460.0 2599.0 NH 10 .05 1321.0 .04 NH 1689.0 .040 1830.0 .035 NH 2543.0 458.0 1495.0 459.0 X1 28720 40.0 1280.0 1689.0 GR 460.0 1280.0 460.0 1281.0 GR 437.62 1415.0 450.0 1466.0 GR 459.7 1537.0 459.0 1552.0 GR 436.8 1609.0 450.0 1643.0 GR 450.0 1746.0 449.0 1758.0 GR 448.0 1985.0 449.0 2010.0 GR 446.6 2350.0 450.0 2388.0 GR 450.0 2456.0 450.0 2486.0 NH 6 .05 1339.0 .04 NH 1699.0 .040 2703.0 X1 28890 45.0 1289.0 1696.0 X3 455.0 1499.0 459.0 1516.0 GR 462.0 1289.0 460.0 1297.0 GR 437.71 1433.0 450.0 1482.0 GR 459.0 1564.0 456.0 1581.0 GR 437.1 1637.0 450.0 1666.0 GR 460.0 1709.0 455.0 1732.0 GR 448.0 1802.0 449.0 1837.0 GR 450.0 2253.0 448.0 2268.0 GR 451.0 2457.0 451.2 2459.0 GR 456.5 2555.0 453.6 2555.0 APPROXIMATE 1654.0 LOCATION FIS SECTION 296 +10 NH 4 .05 1318.0 .04 X1 29124 29 1264.0 1620.0 GR 462.0 1264.0 460.0 1272.0 GR 437.83 1409.0 449.5 1456.0 GR 455.0 1577.0 459.0 1620.0 GR 450.5 1705.0 451.0 1715.0 PAGE 4 449.0 2339.0 450.0 2384.0 451.0 2437.0 36200 1401.0 .065 1503.0 .04 1572.0 .07 2384.0 .040 2599.0 406 307 324 455.0 1237.0 450.0 1259.0 437.50 1309.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 1537.0 .065 1576.0 .04 1643.0 .07 1945 .040 2150 .035 2350 .04 173 338 228 455.0 1301.0 450.0 1321.0 437.62 1372.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 1482.0 .065 1610.0 .04 1666.0 .075 153 194 170 2526 470.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 455.0 1596.0 450.0 1610.0 437.5 '1633.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 1542.0 .07 1654.0 .040 2490.0 161 337 234 455.0 1293.0 450.0 1318.0 437.83 1367.0 437.4 1488.0 437.6 1512.0 450.0 1542.0 459.0 1654.0 455.0 1673.0 451.0 1693.0 452.0 1755.0 453.0 1846.0 453.8 2015.0 Corrected - Multiple Profile PAGE 5 451.8 26AUG99 13:02:53 2328.0 453.0 GR 453.0 2184.0 452.0 2284.0 GR 454.0 2340.0 455.0 2345.0 NH 10 .05 1219.0 .04 NH 1620.0 .040 1735.0 .040 NH 2777.0 X1 29651 48.0 1168.0 1615.0 GR 462.0 1168.0 460.0 1176.0 GR 438.06 1320.0 450.0 1368.0 GR 458.0 1471.0 455.0 1497.0 GR 450.0 1597.0 455.0 1605.0 GR 455.0 1625.0 450.0 1670.0 GR 450.8 1932.0 450.0 2102.0 GR 449.9 2162.0 450.0 2170.0 GR 458.0 2403.0 455.0 2486.0 GR 457.0 2558.0 455.0 2566.0 GR 459.0 2604.0 459.0 2772.0 NH 10 .05 1175.0 .04 NH 1654.0 .040 1770.0 .035 NH 2771.0 .045 2396.0 .075 X1 29831 47 1147.0 1570.0 GR 462.0 1147.0 460.0 1155.0 GR 438.14 1296.0 450.0 1343.0 GR 460.0 1421.0 459.0 1444.0 GR 439.3 1518.0 450.0 1543.0 GR 459.8 1586.0 455.0 1607.0 GR 449.0 1735.0 447.9 1770.0 GR 457.0 2139.0 458.0 2239.0 GR 458.0 2388.0 455.0 2396.0 GR 459.0 2434.0 459.0 2476.0 GR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION FIS SECTION 305 +70 NH 8 .OS 1176.0 .04 NH 1672.0 .045 1940.0 .035 X1 30027 34 1128.0 1525.0 GR 462.0 1128.0 460.0 1136.0 GR 438.23 1267.0 450.0 1314.0 GR 450.0 1420.0 439.8 1434.0 GR 460.0 1525.0 460.5 1548.0 GR 459.0 1740.0 457.0 1758.0 GR 450.0 1908.0 447.9 1940.0 GR 454.0 2116.0 455.0 2131.0 NH 9 .05 1095.0 .04 NH 1668.0 .045 1694.0 .07 X1 30384 46.0 1045.0 1447.0 GR 462.0 1045.0 460.0 1053.0 GR 438.14 1178.0 450.0 1225.0 GR 455.0 1307.0 450.0 1320.0 GR 450.0 1377.0 455.0 1391.0 PAGE 5 451.8 2318.0 452.0 2328.0 453.0 2333.0 459.0 2426.0 460.0 2490.0 1410.0 .065 1529.0 .04 1597.0 .07 1780.0 .040 2486.0 .075 2604.0 .045 600 404 527 455.0 1196.0 450.0 1219.0 438.06 1267.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 460.0 2777.0 1421.0 .065 1480.0 .04 1543.0 .07 2090.0 .045 2396.0 .075 2434.0 .045 171 197 180 455.0 1175.0 450.0 1197.0 438.14 1244.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 1314.0 .065 1420.0 .04 1476.0 .07 1975.0 .045 2190.0 148 299 196 455.0 1156.0 450.0 1176.0 438.23 1223.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 459.0 2159.0 460.0 2190.0 1225.0 .065 1320.0 .04 1377.0 .07 1951.0 .045 1977.0 .07 2150.0 371 410 357 455.0 1073.0 450.0 1095.0 438.14 1142.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 Corrected - Multiple Profile PAGE 6 459.0 26AUG99 13:02:53 1658.0 450.0 1694.0 455.0 GR 460.0 1504.0 460.0 1570.0 459.8 1640.0 GR 450.0 1668.0 445.0 1673.0 445.0 1689.0 GR 460.0 1716.0 460.0 1756.0 461.3 1788.0 GR 458.0 1888.0 455.0 1930.0 450.0 1951.0 GR 450.0 1977.0 455.0 1982.0 458.0 2004.0 GR 460.0 2150.0 1898 455.0 1917 461.0 APPROXIMATE LOCATION FIS SECTION 312 +30 .0400 2028.0 NH 10 .05 1063 .04 1187 .065 NH 1469 .045 1496 .07 1601 .040 NH 2395 1456.0 451.5 1732.0 451.5 1800.0 X1 30604 49 1014 1350 269 319 GR 461.0 1014 460.0 1022 455.0 1042 GR 438.55 1141 450.0 1187 455.0 1211 GR 450.0 1244 449.0 1247 448.0 1273 GR 446.0 1295 447.0 1297 450.0 1301 GR 461.0 1350 461.0 1454 460.0 1457 GR 446.0 1473 446.0 1488 450.0 1496 GR 461.0 1582 461.0 1601 460.0 1618 GR 452.0 1751 455.0 1796 458.0 1831 GR 450.0 1876 447.0 1885 447.0 1895 GR 456.0 2048 458.0 2191 459.0 2247 NH 7.0 .0500 1093.0 .0400 1183.0 .0700 NH 2157 .045 2173 .07 2504.0 X1 30958 33 1048.0 1285.0 303 302 GR 461.0 1048.0 460.0 1056.0 455.0 1076.0 GR 438.55 1142.0 450.0 1183.0 455.0 1192.0 GR 465.3 1298.0 450.0 1346.0 447.0 1362.0 GR 448.0 1496.0 448.0 1636.0 450.0 1682.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 GR 455.0 2146.0 448.0 2157.0 448.0 2173.0 GR 457.0 2232.0 459.0 2380.0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 NH 2103 .045 2124 .07 2193.0 X1 31335 32 1037.0 1204.0 377 344 GR 461.0 iO37.0 460.0 1045.0 455.0 1065.0 GR 438.55 1140.0 450.0 1176.0 455.0 1184.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 GR 460.0 2180.0 461.0 2193.0 END AHH CROSS SECTION CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. PAGE 6 459.0 1650.0 455.0 1658.0 450.0 1694.0 455.0 1697.0 461.0 1800.0 459.0 1815.0 445.0 1958.0 445.0 1967.0 458.0 2077.0 458.0 2096.0 1247 .04 1301 .07 1831 .045 1895 .07 220 450.0 1063 438.55 1109 455.8 1220 455.0 1230 447.0 1276 446.0 1282 455.0 1316 460.0 1340 455.0 1464 450.0 1469 455.0 1506 460.0 1527 455.0 1653 452.0 1730 458.0 1863 455.0 1867 450.0 1898 455.0 1917 461.0 2395 1346.0 .0400 2028.0 .0700 354 450.0 1093.0 438.55 1134.0 460.0 1252.0 462.0 1285.0 446.5 1395.0 446.5 1456.0 451.5 1732.0 451.5 1800.0 458.0 2028.0 455.0 2071.0 450.0 2177.0 456.0 2196.0 1283.0 .040 2090.0 .0700 377 450.0 1094.0 438.55 1130.0 460.0 1193.0 461.0 1204.0 458.0 1283.0 455.0 1310.0 455.0 1560.0 456.0 1600.0 457.6 2090.0 455.0 2097.0 456.0 2141.0 457.0 2168.0 Corrected - Multiple Profile 26AUG99 13:02:53 NC .055 .055 .035 .5 .7 3100 460 3200 X1 32150 40 3400 3525 160 180 170 4350 X3 461 4720 5800 3040 470.0 6180 470.0 0. GR 470 1000 461 1600 461 1800 458 GR 457 2200 457 2220 459 2320 456.5 GR 457 2650 456.5 2680 459 2900 459 GR 461.5 3300 460.5 3400 437 3427 437 GR 437 3475 437 3489 447 3505 460 GR 458 3920 459 3980 458 4240 456 GR 452 4350 453.5 4380 457.5 4400 458 GR 461 5110 462 5200 462 5460 464 NC 0.055 0.055 0.015 0. 0. 0. 0. 0. NH 5. .055 3390.5 .015 3539.5 .055 4366. .02 NH 5734. X1 32200. 62. 3390.5 3539.5 50. 50. 50. 0. X3 3050 470.0 6260 470.0 BT -9. 3380. 465. 463. 3552. 465. 463. 3600 BT 3740. 464. 3880. 463.6 3960 BT 4190. 466. 4340. 466.9 465.4 4411 GR 472. 900. 467. 1310. 462. 1700. 460.5 2000 GR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430 GR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000 GR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425 GR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455 GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498 GR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600 GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340 GR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366 GR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396 GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411 GR 465.7 4534. 465.1 4634. 464. 4734. 463.2 4834 GR 464.4 5014. 466. 5734. X1 32230. 0. 0. 0. 50. 50. 50. 0. X2 0. 0. 0. 1. X3 3050 470.0 6260 470.0 QT 4. 9400. 13200. 14900. 36200. NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. X1 32250. 41. 3400. 3525. 1. 1. 1. X3 3040 470.0 6180 470.0 GR 470. 1000. 461. 1600. 461. 1800. 458. 2000 GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620 GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100 GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427 GR 437. 3470. 437. 3475. 437. 3489. 447. 3505 GR 461.5 3650. 458. 3920. 459. 3980. 458. 4240 GR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400 GR 461. 4720. 461. 5100. 462. 5200. 462. 5460 GR 470. 6180. 0. 0. 0. 0. 0. 0. PAGE 7 2000 459 2100 2620 455 2640 3100 460 3200 3440 437 3470 3525 461.5 3650 4280 456 4350 4520 461 4720 5800 470 6180 0. 0. 4411. .05 0. 0. 466. 464. 466.8 465.4 461.5 2200. 459.5 2520. 462. 3280. 446.5 3432. 435. 3475. 450.0 3505. 464. 3740. 465.4 4340. 450.7 4366. 465.4 4397. 466.8 4434. 463.5 4934. 0. 0. 0. 0. 459. 2100. 455. 2640. 460. 3200. 437. 3440. 460. 3525. 456. 4280. 458. 4520. 464. 5800. 0. 0. Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 8 NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. X1 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. - - GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NH 3840. 0.050 3960. X1 32725. 53. 1940. 2150. 380. 520. 420. GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285. GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885. GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. GR 464. 3875. 465. 3890. 470. 3960. QT 4. 9400. 13200. 14900. 36200. NH 5. 0.050 1305.9 0.055 1420.6 0.060 1752. 0.045 1960. 0.055 NH 3560. X1 33145. 42. 1390. 1960. 385. 290. 420. X3 10. GR 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. GR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 GR 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. GR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. GR 450. 1825. 445. 1835. 440. 1848. 439. 1852. 438.4 1862. GR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. GR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. GR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. GR 462. 3510. 470. 3560. NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 2537. X1 33470. 43. 1135. 1603. 315. 260. 325. X3 10. GR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 9 GR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1628. GR 456.2 1650. 454. 1670. 454. 1745. 456.2 1765. 458. 1785. GR 460. 1815. 460. 1965. 458. 2005. 458. 2065. 460. 2100. GR 461.2 2245. 461. 2515. 466. 2537. NH 5. 0.055 1201. 0.060 1280. 0.045 1392. 0.055 1825. 0.050 NH 1845. X1 34260. 34. 868. 1520. 830. 250. 790. X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. GR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. GR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. GR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. GR 461. 1620. 461. 1825. 462. 1830. 466. 1845. NH 5. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1533. 0.055 NH 1575. Xi 34850. 25. 1310. 1533. 520. 640. 590. 0.0 0.0 0.0 X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. GR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. GR 462.0 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1470. GR 462. 1484. 464. 1533. 465. 1548. 466. 1560. 467. 1575. NH S. .050 355. .055 1005. .060 1310. .045 1520. .055 NH 1575. Xi 34950. 28. 1310. 1520. 110. 90. 100. GR 470. -380. 465. -380. 464. -260. 463. -240. 463. -70. GR 463.48 0. 463. 62. 462. 190. 461. 355. 461. 1005. GR 462. 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. GR 464. 1520. 466. 1560. 467. 1575. NH 5. .050 1370. .055 2057. .060 3106. .045 3233. .055 NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X1 35700 30 3106 3233 750 750 750 GR 470.00 1000 468.00 1250 465.60 1370 463.20 1754 462.20 1754 GR 463.10 2057 462.00 2127 460.40 2331 460.40 2471 462.00 2524 GR 462.00 2962 460.00 3106 458.00 3127 450.00 3153 444.00 3158 GR 439.50 3188 444.00 3219 450.00 3223 460.00 3233 462.00 3273 GR 462.50 3303 460.30 3348 462.00 3401 464.00 3426 467.00 3428 GR 467.20 3549 468.00 3678 469.00 3815 470.00 3957 472.00 4220 NH 5. .060 2260. .055 2720. .060 3028. .045 3170. .040 NH 3550. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO GR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERBANK Corrected - Multiple Profile 26AUG99 13:02:53 X1 36250 29 3028 3170 530 530 GR 472.00 1000 470.00 1000 468.00 1150 GR 464.00 2140 464.80 2260 462.00 2460 GR 464.70 2720 464.00 2903 462.00 2965 GR 450.00 3051 444.00 3055 439.80 3086 GR 460.00 3138 462.00 3150 462.00 3170 GR 463.00 3495 463.00 3505 468.00 3550 QT 4. 10000. 13800. 15600. 36200. NC .1 .3 0. NH 6. 0.060 1200. 0.050 2330. 0.060 NH 3960. 0.050 4070. 0. 0. 0. LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES /DAI 12/98 EXIS. POND IN RT. OVERBANK Xi 36970. 36. 2900. 3060. 600. 600. GR 483. 1000. 477.5 1050. 475. 1200. GR 466. 2530. 462. 2620. 462. 2750. GR 465. 2900. 458. 2930. 453.5 2930. GR 442.7 2970. 450.6 2975. 454. 2985. GR 463.3 3200. 462. 3300. 462. 3400. GR 463.0 3645. 460. 3658. 457. 3690. GR 463.0 3790 465. 3815. 468.5 3835. GR 473. 4070. NH 4 .05S 1876 .045 2160 .055 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 Xl 37600 21 1876 2160 550 350 GR 468 1601 468 1601 466 1628 GR 460 1924 455 2038 450 2058 GR 445 2120 460 2160 460 2400 GR 462 2610 461 2650 458 2680 GR 470 2730 NH 4 .055 2068 .045 2135 .055 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 37800 24 2024 2185 70 100 GR 470 1046 468 1392 466 1422 GR 464 1892 464 2024 462 2032 GR 445 2077 440 2100 445 2125 GR 461 2215 457 2260 451 2280 GR 459.7 2400 464 2401 464 2455 NH 4 .06 2142 .045 2260 .04 SECTION ADDED FROM TOPO, AS -BLT SURVEY. RES 12/14/98 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KRA 8/99 X1 37990 28 2133 2260 210 280 GR 468 1425 466 1498 464 1586 GR 466 2018 466 2090 464 2133 GR 450 2170 444 2175 441 2200 GR 460 2250 462 2260 462 2260 GR 457 2370 451 2390 451 2455 PAGE 10 550 467.30 1500 467.00 2100 460.70 2500 460.70 2600 460.00 2993 458.00 3028 444.00 3116 450.00 3123 448.00 3250 448.00 3470 472.00 3550 0. 0. 0. 0. 2900. 0.045 3060. 0.060 0. 0. 0. 0. 720. 475. 1430. 470. 2330. 463.5 2800. 462. 2850. 444. 2930. 440. 2937. 456. 2990. 462. 3060. 464. 3430. 464.5 3570. 457. 3730. 460. 3765. 469. 3960. 469. 3990. 2400 .040 2730 630 464 1669 462 1876 445 2065 440 2105 460 2400 461 2570 452 2700 452 2730 2185 .040 2455 200 464 1470 462.3 1660 460 2042 450 2068 450 2135 460 2185 451 2360 457 2380 470 2455 2320 .040 2570 190 462 1778 464 1897 462 2142 460 2155 444 2208 450 2220 462 2320 459 2345 458 2475 460 2475 Corrected - Multiple Profile PAGE 11 2260 26AUG99 13:02:53 .05 60 GR 463 2525 464 2570 473 2570 NH 4 .06 2089 .045 2260 .055 SECTION ADDED FROM TOPO. RES 3/8/97 457 2365 451 2385 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 2595 X1 38050 31 2089 2260 60 60 GR 468 1509 466 1545 464 1567 GR 464 1893 466 1987 468 2072 GR 464 2130 462 2140 460 2148 GR 441 2200 444 2208 450 2220 GR 462 2260 462 2320 459 2345 GR 451 2480 457 2505 459 2540 GR 473 2595 468 2069 468 2103 NH 4 .06 2117 .045 2270 .055 2355 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KRA B/99 2555 X1 38200 34 2117 2270 150 150 GR 468 1555 466 1583 464 1627 GR 460 1847 462 1876 464 1951 GR 468 2117 460 2135 450 2157 GR 444 2200 450 2215 460 2255 GR 462 2330 457 2375 451 2395 GR 464 2465 464 2480 457 2530 GR 457 2588 459 2605 464 2640 NH 6. .06 1901 .05 2069 .06 NH 2300 .045 2620 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 38550. 36 2103 2225 340 330 GR 468 1415 466.3 1521 468 1580 GR 466 1688 464 1730 462 1754 GR 462 1919 464 1964 466 2027 GR 466 2107 464 2120 462 2130 GR 441.2 2190 444 2205 460 2225 GR 457 2450 460 2480 457 2505 GR 457 2575 459 2595 462 2610 GR 473 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 5 .05 1249 .055 1506 .045 NH 2310 ET 6.1 6.1 6.1 6.1 1360 X1 39290 28 1506 1675 600 800 GR 468 977 466 1199 464 1249 GR 460 1328 462 1359 464 1404 GR 460 1537 450 1553 445 1565 GR 450 1615 460 1675 460 1710 GR 460 2000 462 2150 464 2175 GR 470 2200 472 2240 474 2310 PAGE 11 2260 .04 2595 .05 60 462 1590 462 1809 468 2089 466 2118 450 2176 444 2180 460 2250 462 2260 457 2365 451 2385 464 2575 464 2595 2295 .045 2640 150 462 1666 460 1741 466 2018 468 2065 444 2163 441 2185 462 2270 462 2295 451 2410 457 2425 451 2550 451 2570 473 2640 2103 .045 2225 .05 350 469 1614 468 1659 460 1774 460 1901 468 2069 468 2103 460 2139 444 2160 461.2 2300 457 2355 451 2525 451 2555 462 2610 463 2620 1675 .055 2175 .05 2064 740 462 1301 460 1309 466 1430 466 1506 441.88 1580 445 1600 458 1750 458 1950 466 2180 468 2190 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 12 NC .3 .5 NH 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 NH 4710. 0.055 6040. 0. 0. 0. 0. 0. 0. 0. ET 6.1 6.1 6.1 6.1 3921 4514 Xl 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. - GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. GR 464. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1090 .05 2380 .055 3760 .045 4670 .05 NH 4950 .055 6200 ET 6.1 6.1 6.1 6.1 3880 4505 X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 GR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 GR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 GR 495 5940 499 6120 500 6200 QT 4 9900 13700 15400 36200 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 ET 6.1 6.1 6.1 6.1 3900 4600 X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. BMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 13 QT 4 6600 9100 10200 36200 NC .1 .3 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 X1 40650 32 4730 4815 1000 400 700 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT 4 5300 8000 9800 36200 NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 GR 498.4 5020 501.5 5200 QT 4 4000 7000 9400 36200 NH 6 .05 1400 AS 2930 .055 4160 .045 4515 .058 NH 4585 .06 5420 X1 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 GR 482 4615 484 4675 498 5215 500 5330 505.5 5420 NH 6 .05 1300 .055 3400 .05 5570 .045 5670 .058 NH 6120 .055 6230 X1 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 474 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 NH 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 14 X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 487 1300 484 1500 486 1550 GR 489 1900 480 2000 475 2500 475 2600 471 3000 GR 472 3600 472 3900 473 4000 476 4240 470 4250 GR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 GR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 X1 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 Corrected - Multiple Profile 26AUG99 13:02:53 T1 DENTON CREEK - SCHREIBER TRACT CORRECTED EFFECTIVE 7/99 T2 DENTON CREEK - 50 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: DCMPCOR.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 3 0 0 0 0 0 0 452.29 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 2 0 -1 FQ ITRACE PAGE 15 Corrected - Multiple Profile 26AUG99 13:02:53 T1 DENTON CREEK - SCHREIBER TRACT CORRECTED EFFECTIVE T2 DENTON CREEK- 100 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: DCMPCOR.DAT J1 ICHECK INQ NINV IDIR STRT METRIC 0 4 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN 3 0 -1 7/99 HVINS Q WSEL 0 0 453.5205 ALLDC IBW CHNIM FQ ITRACE PAGE 16 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 17 T1 DENTON CREEK - SCHREIBER TRACT CORRECTED EFFECTIVE 7/99 T2 DENTON CREEK - 500 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: DCMPCOR.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 0 455.89 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 Corrected - Multiple Profile 26AUG99 13:02:53 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE 18 THIS RUN EXECUTED 26AUG99 13:02:55 NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK, TEXAS SUMMARY PRINTOUT SECNO CWSEL ELMIN VOL SSTA ENDST 25530.000 451.01 434.40 .00 2512.48 2729.17 25530.000 452.29 434.40 .00 2507.36 2733.73 25530.000 453.52 434.40 .00 2502.44 2738.11 25530.000 455.89 434.40 .00 2494.00 2742.00 25770.000 451.29 434.60 15.07 2511.44 2764.60 25770.000 452.74 434.60 16.88 2505.63 2769.32 25770.000 453.97 434.60 18.58 2500.67 2773.36 25770.000 456.85 434.60 22.39 2495.00 2780.00 * 26830.000 451.71 436.30 78.87 2642.14 3099.29 26830.000 453.40 436.30 101.94 2635.40 3945.96 26830.000 454.69 436.30 124.23 2630.24 3969.96 26830.000 458.31 436.30 191.10 2619.00 4135.80 26880.000 451.88 436.20 81.93 1051.73 1524.38 26880.000 453.51 436.20 111.30 1044.54 1527.32 26880.000 454.71 436.20 143.17 1039.28 2668.71 26880.000 458.55 436.20 252.61 1023.80 2752.21 27165.000 452.17 436.10 103.07 1026.27 2510.86 27165.000 454.03 436.10 140.01 1016.23 2574.04 27165.000 455.24 436.10 178.62 1010.03 2610.10 * 27165.000 458.80 436.10 315.65 995.80 2655.44 * 27449.000 452.45 435.60 133.77 1044.68 2670.60 27449.000 454.21 435.60 184.58 1038.04 2706.76 27449.000 455.35 435.60 233.09 1033.60 2736.39 27449.000 458.88 435.60 403.05 1019.62 2760.21 27748.000 452.55 435.20 172.05 1099.83 2738.82 27748.000 454.29 435.20 237.45 1093.55 2757.44 27748.000 455.42 435.20 296.21 1089.31 2767.54 27748.000 458.93 435.20 501.49 1075.26 2788.60 Corrected - Multiple Profile 26AUG99 13 :02:53 SECNO CWSEL ELMIN VOL SSTA ENDST 27992.000 452.61 435.60 212.86 1070.55 2569.49 27992.000 454.35 435.60 293.99 1063.59 2582.25 27992.000 455.48 435.60 363.27 1059.08 2589.88 27992.000 458.99 435.60 603.20 1045.06 2610.91 - 28168.000 452.69 436.60 244.94 1050.24 2450.09 28168.000 454.42 436.60 336.75 1043.33 2463.48 28168.000 455.53 436.60 413.14 1038.92 2470.91 28168.000 459.04 436.60 676.82 1024.87 2490.58 28492.000 452.74 436.30 295.75 1246.88 2563.29 28492.000 454.47 436.30 402.23 1239.30 2573.38 28492.000 455.57 436.30 488.38 1234.59 2578.64 28492.000 459.08 436.30 785.87 1219.88 2594.76 28720.000 452.80 436.80 339.61 1309.83 2504.17 28720.000 454.52 436.80 459.62 1302.95 2511.05 28720.000 455.62 436.80 554.71 1298.55 2516.67 28720.000 459.12 436.80 882.68 1284.53 2537.70 * 28890.000 452.80 437.10 361.35 1326.66 2526.00 * 28890.000 454.55 437.10 489.16 1318.96 2526.00 * 28890.000 455.65 437.10 589.31 1314.39 2526.00 28890.000 459.15 437.10 934.41 1300.37 2526.00 29124.000 452.85 437.40 383.24 1303.75 2332.25 29124.000 454.53 437.40 522.31 1295.33 2342.67 29124.000 455.70 437.40 630.58 1290.05 2359.22 29124.000 459.25 437.40 1002.68 1275.19 2441.38 29651.000 453.50 438.06 423.21 1202.90 2579.00 29651.000 455.22 438.06 577.09 1195.12 2586.05 29651.000 456.24 438.06 696.13 1191.04 2590.89 29651.000 459.65 438.06 1109.45 1177.39 2775.26 29831.000 453.65 438.14 442.96 1180.99 2411.82 29831.000 455.34 438.14 603.04 1173.64 2416.61 29831.000 456.33 438.14 726.11 1169.68 2421.32 29831.000 459.73 438.14 1158.57 1156.07 2769.93 * 30027.000 453.68 438.23 465.18 1161.29 2106.98 * 30027.000 455.38 438.23 632.11 1154.47 2133.68 * 30027.000 456.38 438.23 759.58 1150.49 2140.64 * 30027.000 459.75 438.23 1212.90 1136.99 2182.33 30384.000 453.95 438.14 489.79 1077.61 1980.95 30384.000 455.78 438.14 663.90 1069.90 1987.69 30384.000 456.74 438.14 795.94 1066.03 1994.78 * 30384.000 460.20 438.14 1270.39 1052.22 2150.00 PAGE 19 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 20 SECNO CWSEL ELMIN VOL SSTA ENDST 30604.000 454.33 438.55 503.61 1044.82 1914.45 30604.000 456.44 438.55 683.31 1036.22 2079.83 30604.000 457.42 438.55 818.92 1032.31 2149.69 * 30604.000 461.01 438.55 1312.26 1014.00 2395.00 - * 30958.000 454.95 438.55 531.11 1076.16 2192.68 * 30958.000 457.03 438.55 722.40 1067.90 2233.90 * 30958.000 457.93 438.55 864.28 1064.29 2300.64 * 30958.000 461.41 438.55 1387.09 1048.00 2504.00 * 31335.000 454.23 438.55 556.01 1069.46 2135.99 * 31335.000 456.64 438.55 760.61 1058.40 2158.56 * 31335.000 457.83 438.55 911.11 1053.68 2171.32 * 31335.000 461.47 438.55 1467.93 1037.00 2193.00 * 32150.000 456.60 437.00 562.22 3404.48 4395.48 * 32150.000 456.99 437.00 769.73 3404.03 4397.46 32150.000 457.91 437.00 923.18 3402.97 4498.93 32150.000 461.35 437.00 1495.76 3040.00 5141.66 32200.000 456.50 435.00 564.19 3405.51 4399.19 32200.000 456.80 435.00 771.79 3404.61 4399.69 32200.000 457.71 435.00 925.47 3401.88 4401.23 32200.000 460.56 435.00 1500.49 3380.89 4406.05 32230.000 456.54 435.00 565.93 3405.40 4399.25 32230.000 456.98 435.00 773.59 3404.07 4400.00 32230.000 457.91 435.00 927.44 3401.27 4401.57 * 32230.000 463.79 435.00 1503.75 3050.00 4958.63 * 32250.000 457.58 437.00 565.97 3403.35 4420.87 32250.000 459.11 437.00 773.64 3040.00 4593.71 32250.000 460.31 437.00 927.51 3040.00 4673.93 * 32250.000 466.42 437.00 1504.01 3040.00 5953.10 * 32305.000 457.39 437.70 568.28 2167.83 3341.55 * 32305.000 458.94 437.70 776.79 2163.19 3349.67 * 32305.000 460.15 437.70 931.78 2159.03 3361.31 32305.000 466.45 437.70 1527.53 96.99 3978.68 * 32725.000 458.54 438.20 592.84 1575.38 3706.33 * 32725.000 460.23 438.20 813.24 1570.33 3828.37 * 32725.000 461.24 438.20 979.67 1284.27 3842.45 * 32725.000 466.62 438.20 1740.95 .00 3912.75 33145.000 458.88 438.40 622.16 1397.06 1923.93 33145.000 460.51 438.40 852.43 1390.52 1934.09 * 33145.000 461.44 438.40 1027.23 1312.84 1943.72 33145.000 466.70 438.40 1906.72 - 175.00 3539.41 PAGE 20 Corrected - Multiple Profile 26AUG99 13:02:53 SECNO CWSEL ELMIN VOL SSTA ENDST 33470.000 459.10 33470.000 460.79 33470.000 461.72 33470.000 466.78 34260.000 459.83 34260.000 461.66 34260.000 462.54 34260.000 467.04 * 34850.000 460.00 * 34850.000 461.74 * 34850.000 462.56 * 34850.000 467.42 34950.000 460.23 34950.000 462.49 * 34950.000 463.65 * 34950.000 467.87 * 35700.000 461.58 * 35700.000 463.65 * 35700.000 464.39 35700.000 468.31 * 36250.000 462.13 * 36250.000 464.03 * 36250.000 464.69 * 36250.000 468.50 * 36970.000 461.85 * 36970.000 463.87 * 36970.000 464.59 * 36970.000 468.60 * 37600.000 462.92 * 37600.000 464.67 * 37600.000 465.28 * 37600.000 469.14 37800.000 462.96 37800.000 464.68 37800.000 465.29 37800.000 469.13 37990.000 463.00 37990.000 464.74 37990.000 465.35 37990.000 469.22 439.00 439.00 439.00 439.00 438.80 438.80 438.80 438.80 439.30 439.30 439.30 439.30 439.30 439.30 439.30 439.30 439.50 439.50 439.50 439.50 439.80 439.80 439.80 439.80 440.00 440.00 440.00 440.00 440.00 440.00 440.00 440.00 440.00 440.00 440.00 440.00 441.00 441.00 441.00 441.00 640.93 876.02 1054.37 2022.06 690.87 939.79 1127.48 2209.05 722.59 978.99 1171.09 2334.82 725.75 984.35 1178.72 2360.36 755.67 1051.87 1272.29 2595.11 805.06 1128.48 1361.81 2775.67 861.45 1207.59 1452.16 2949.58 898.39 1262.26 1514.50 3062.28 912.72 1280.77 1534.62 3092.83 930.14 1305.12 1561.99 3141.93 1148.01 1559.41 972.80 1576.65 969.95 1588.61 .00 2537.00 873.48 1391.63 866.20 1434.70 862.70 1459.63 .00 1845.00 1337.98 1470.03 1326.69 1482.16 1321.30 1497.82 .00 1575.00 1336.47 1468.23 127.45 1499.22 - 252.96 1515.16 - 380.00 1575.00 2180.89 3387.82 1681.46 3421.67 1563.13 3426.26 1211.67 3720.01 2450.81 3493.55 2139.62 3514.26 2130.81 3520.20 1112.43 3550.00 2913.50 3780.41 2577.74 3800.98 2561.68 3809.90 2399.81 3860.96 1780.86 2730.00 1655.28 2730.00 1642.72 2730.00 1601.00 2730.00 1586.55 2400.76 1453.65 2455.00 1439.05 2455.00 1197.06 2455.00 1682.02 2525.00 1553.16 2570.00 1526.37 2570.00 1425.00 2570.00 PAGE 21 Corrected - Multiple Profile 26AUG99 13:02:53 SECNO CWSEL ELMIN VOL SSTA ENDST 38050.000 463.09 38050.000 464.83 38050.000 465.44 38050.000 469.33 38200.000 463.16 38200.000 464.91 38200.000 465.52 38200.000 469.47 38550.000 463.29 38550.000 465.04 38550.000 465.65 38550.000 469.66 39290.000 463.58 39290.000 465.33 39290.000 465.96 39290.000 470.08 * 39440.000 463.38 * 39440.000 465.03 * 39440.000 465.63 * 39440.000 469.59 * 39490.000 464.21 * 39490.000 466.10 * 39490.000 466.77 * 39490.000 471.21 39540.000 464.04 39540.000 465.97 39540.000 466.66 39540.000 471.27 39940.000 464.68 39940.000 466.56 39940.000 467.24 39940.000 471.88 40650.000 465.78 40650.000 467.64 40650.000 468.30 40650.000 473.11 48000.000 468.70 48000.000 470.13 48000.000 470.71 48000.000 476.36 441.00 441.00 441.00 441.00 441.00 441.00 441.00 441.00 441.20 441.20 441.20 441.20 441.88 441.88 441.88 441.88 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 440.00 440.00 440.00 440.00 445.60 445.60 445.60 445.60 934.64 1311.41 1569.00 3154.57 947.75 1329.33 1588.80 3188.09 979.28 1371.49 1635.06 3266.16 1047.80 1460.08 1731.19 3420.24 1059.35 1475.90 1748.69 3450.70 1061.50 1478.79 1751.88 3456.25 1063.79 1482.05 1755.53 3462.83 1079.48 1507.07 1784.34 3520.32 1107.65 1554.64 1839.71 3638.32 1453.13 2076.87 2435.93 4951.31 1577.42 2568.66 1557.82 2595.00 1551.11 2595.00 1509.00 2595.00 1643.43 2634.10 1607.20 2640.00 1593.63 2640.00 1555.00 2640.00 1738.63 2620.00 1708.40 2620.00 1695.42 2620.00 1415.00 2620.00 1360.00 2064.00 1360.00 2064.00 1360.00 2064.00 1360.00 2064.00 3921.00 4495.87 3921.00 4514.00 3921.00 4514.00 3921.00 4514.00 3880.00 4272.11 3880.00 4288.87 3880.00 4294.70 3880.00 4362.87 3900.00 4600.00 3900.00 4600.00 3900.00 4600.00 3900.00 4600.00 1174.89 1744.56 1147.19 1757.08 1143.81 1761.59 1120.62 1920.64 4456.38 5126.46 4351.52 5142.00 4317.20 5147.47 4178.00 5213.99 1665.77 3178.71 1645.21 3192.70 1636.92 3198.34 1576.07 3354.21 PAGE 22 Corrected - Multiple Profile 26AUG99 13:02:53 SECNO CWSEL ELMIN VOL SSTA ENDST 51350.000 469.44 446.50 1669.26 3435.52 4420.02 * 51350.000 471.32 446.50 2457.35 3138.27 4520.78 51350.000 472.01 446.50 2892.30 3084.97 4524.30 51350.000 477.57 446.50 6291.74 2093.34 4552.96 - 53350.000 469.71 448.00 1765.87 3422.89 5683.56 * 53350.000 471.81 448.00 2625.75 3401.92 5694.04 * 53350.000 472.57 448.00 3105.42 2480.25 5957.41 * 53350.000 477.99 448.00 7137.38 1866.82 6099.82 * 55590.000 470.07 452.40 1849.69 4249.89 4338.52 * 55590.000 472.33 452.40 2769.55 2867.37 4348.16 * 55590.000 473.25 452.40 3307.76 2774.66 4441.01 * 55590.000 478.48 452.40 8055.77 2152.24 4461.91 56940.000 470.83 449.00 1884.98 3867.51 4408.21 56940.000 473.52 449.00 2831.86 2647.30 4443.23 56940.000 474.50 449.00 3403.90 2329.55 4504.39 56940.000 479.36 449.00 8464.18 2061.25 4648.18 PAGE 23 Corrected - Multiple Profile 26AUG99 13:02:53 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 PAGE 24 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 25530.000 451.01 .00 451.44 216.69 .00 12800.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 25530.000 452.29 .00 452.99 226.37 .00 18200.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 25530.000 453.52 .00 454.25 235.67 .00 20600.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 25530.000 455.89 .00 457.48 248.00 .39 36199.61 .00 248.00 2494.00 2495.20 2742.67 2742.00 25770.000 451.29 .00 451.57 253.17 .00 12800.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 25770.000 452.74 .00 453.18 263.69 .00 18200.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 25770.000 453.97 .00 454.44 272.69 .00 20600.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 25770.000 456.85 .00 457.83 285.00 .08 36199.93 .00 285.00 2495.00 2495.20 2780.00 2780.00 * 26830.000 451.71 .00 452.16 256.77 .00 13300.00 .00 2581.00 2619.00 2619.58 3100.00 5200.00 26830.000 453.40 .00 453.94 1104.81 .00 17809.16 1090.84 2581.00 2619.00 2619.58 3100.00 5200.00 26830.000 454.69 .00 455.09 1199.25 .00 18285.60 3014.40 2581.00 2619.00 2619.58 3100.00 5200.00 26830.000 458.31 .00 458.61 1516.80 .18 24509.63 11690.19 2581.00 2619.00 2619.58 3100.00 5200.00 26880.000 451.88 .00 452.21 292.57 .00 13300.00 .00 .00 .00 1012.00 1585.00 .00 26880.000 453.51 .00 454.00 322.64 .00 18900.00 .00 .00 .00 1012.00 1585.00 .00 26880.000 454.71 .00 455.17 1173.21 .00 20894.04 405.96 .00 .00 1012.00 1585.00 .00 26880.000 458.55 .00 458.77 1710.09 .00 22981.99 13218.01 .00 .00 1012.00 1585.00 .00 27165.000 452.17 .00 452.40 1255.42 .00 7998.49 5301.51 .00 .00 985.00 1308.00 .00 27165.000 454.03 .00 454.19 1362.34 .00 8509.23 10390.77 .00 .00 985.00 1308.00 .00 27165.000 455.24 .00 455.35 1418.55 .00 7005.48 14294.52 .00 .00 985.00 1308.00 .00 * 27165.000 458.80 .00 458.91 1604.14 .00 7182.69 29017.30 .00 .00 985.00 1308.00 .00 * 27449.000 452.45 .00 452.54 1170.49 .00 6346.40 6953.60 .00 .00 1014.00 1534.00 .00 27449.000 454.21 .00 454.29 1417.15 .00 7298.35 11601.65 .00 .00 1014.00 1534.00 .00 27449.000 455.35 .00 455.43 1551.59 .00 6474.64 14825.36 .00 .00 1014.00 1534.00 .00 27449.000 458.88 .00 458.97 1740.59 .00 8413.46 27786.54 .00 .00 1014.00 1534.00 .00 27748.000 452.55 .00 452.62 1345.54 .00 5983.33 7316.67 .00 .00 1071.00 1606.00 .00 27748.000 454.29 .00 454.37 1404.20 .00 6833.15 12066.85 .00 .00 1071.00 1606.00 .00 27748.000 455.42 .00 455.49 1445.81 .00 6740.86 14559.14 .00 .00 1071.00 1606.00 .00 27748.000 458.93 .00 459.03 1691.04 .00 7106.93 29093.07 .00 .00 1071.00 1606.00 .00 27992.000 452.61 .00 452.70 1257.10 .00 7984.99 5315.01 .00 .00 1041.00 1543.00 .00 27992.000 454.35 .00 454.44 1310.22 .00 9578.19 9321.81 .00 .00 1041.00 1543.00 .00 27992.000 455.48 .00 455.55 1344.42 .00 8458.92 12841.08 .00 .00 1041.00 1543.00 .00 27992.000 458.99 .00 459.09 1468.71 .00 10869.34 25330.66 .00 .00 1041.00 1543.00 .00 28166.000 452.69 .00 452.74 1210.32 .00 4904.60 8395.40 .00 .00 1021.00 1419.00 .00 28168.000 454.42 .00 454.48 1269.55 .00 5856.45 13043.55 .00 .00 1021.00 1419.00 .00 28168.000 455.53 .00 455.59 1313.08 .00 5923.54 15376.46 .00 .00 1021.00 1419.00 .00 28168.000 459.04 .00 459.12 1463.68 .00 7734.27 28465.73 .00 .00 1021.00 1419.00 .00 Corrected - Multiple Profile 26AUG99 13:02:53 SECNO CWSEL DIFKWS EG TOPWID 28492.000 452.74 .00 452.80 1114.02 28492.000 454.47 .00 454.54 1177.01 28492.000 455.57 .00 455.64 1220.21 28492.000 459.08 .00 459.18 1372.92 28720.000 452.80 .00 452.88 1024.32 28720.000 454.52 .00 454.61 1064.62 28720.000 455.62 .00 455.71 1095.73 28720.000 459.12 .00 459.25 1217.36 * 28890.000 452.80 .00 452.99 1019.57 * 28890.000 454.55 .00 454.71 1049.40 * 28890.000 455.65 .00 455.78 1077.65 28890.000 459.15 .00 459.32 1172.57 29124.000 452.85 .00 453.27 540.02 29124.000 454.53 .00 455.00 945.77 29124.000 455.70 .00 456.03 984.06 29124.000 459.25 .00 459.51 1166.19 29651.000 453.50 .00 453.67 841.65 29651.000 455.22 .00 455.39 942.76 29651.000 456.24 .00 456.39 1020.00 29651.000 459.65 .00 459.81 1597.87 29831.000 453.65 .00 453.77 727.21 29831.000 455.34 .00 455.49 825.86 29831.000 456.33 .00 456.48 857.57 29831.000 459.73 .00 459.89 1561.92 * 30027.000 453.68 .00 453.95 555.16 * 30027.000 455.38 .00 455.69 627.76 * 30027.000 456.38 .00 456.67 680.98 * 30027.000 459.75 .00 460.11 965.40 30384.000 453.95 .00 454.42 325.16 30384.000 455.78 .00 456.35 384.19 30384.000 456.74 .00 457.32 429.26 * 30384.000 460.20 .00 460.84 1011.48 30604.000 454.33 .00 454.78 447.02 30604.000 456.44 .00 456.87 721.55 30604.000 457.42 .00 457.80 825.02 * 30604.000 461.01 .00 461.34 1381.00 * 30958.000 454.95 .00 455.08 831.58 * 30958.000 457.03 .00 457.14 1035.29 * 30958.000 457.93 .00 458.04 1140.63 * 30958.000 461.41 .00 461.55 1421.05 QLOB QCH QROB PERENC .00 5006.55 8293.45 .00 .00 6019.54 12880.46 .00 .00 6096.39 15203.61 .00 .00 8009.23 28190.77 .00 .00 5911.16 7388.84 .00 .00 7147.71 11752.29 .00 .00 7338.39 13961.61 .00 .00 9935.91 26264.09 .00 .00 8561.37 4738.63 2526.00 .00 9547.67 9352.33 2526.00 .00 9353.65 11946.35 2526.00 .00 11678.25 24521.76 2526.00 .00 13045.19 254.81 .00 .00 16893.40 2006.60 .00 .00 16547.19 4752.81 .00 .00 20273.36 15926.64 .00 .00 9521.14 3778.86 .00 .00 11421.57 7478.43 .00 .00 11744.22 9555.78 .00 .00 14812.16 21387.84 .00 .00 7498.20 5801.80 .00 .00 9442.72 9457.28 .00 .00 10000.05 11299.95 .00 .00 13612.30 22587.70 .00 .00 10268.69 3031.31 .00 .00 12971.14 5928.86 .00 .00 13549.02 7750.98 .00 .00 19570.11 16629.89 .00 .00 11557.92 1742.08 .00 .00 15413.09 3486.91 .00 .00 17098.64 4201.36 .00 .00 26476.39 9723.60 .00 .00 11002.26 2297.74 .00 .00 14003.59 4896.41 .00 .00 14980.47 6319.53 .00 .00 20512.48 15687.52 .00 .00 3826.59 9473.41 .00 .00 3454.15 15445.85 .00 .00 3542.99 17757.01 .00 .00 4713.60 31486.40 .00 PAGE 25 STENCL STCHL STCHR STENCR .00 1215.00 1605.00 .00 .00 1215.00 1605.00 .00 .00 1215.00 1605.00 .00 .00 1215.00 1605.00 .00 .00 1280.00 1689.00 .00 .00 1280.00 1689.00 .00 .00 1280.00 1689.00 .00 .00 1280.00 1689.00 .00 .00 1289.00 1696.00 2526.00 .00 1289.00 1696.00 2526.00 .00 1289.00 1696.00 2526.00 .00 1289.00 1696.00 2526.00 .00 1264.00 1620.00 .00 .00 1264.00 1620.00 .00 .00 1264.00 1620.00 .00 .00 1264.00 1620.00 .00 .00 1168.00 1615.00 .00 .00 1168.00 1615.00 .00 .00 1168.00 1615.00 .00 .00 1168.00 1615.00 .00 .00 1147.00 1570.00 .00 .00 1147.00 1570.00 .00 .00 1147.00 1570.00 .00 .00 1147.00 1570.00 .00 .00 1128.00 1525.00 .00 .00 1128.00 1525.00 .00 .00 1128.00 1525.00 .00 .00 1128.00 1525.00 .00 .00 1045.00 1447.00 .00 .00 1045.00 1447.00 .00 .00 1045.00 1447.00 .00 .00 1045.00 1447.00 .00 .00 1014.00 1350.00 .00 .00 1014.00 1350.00 .00 .00 1014.00 1350.00 .00 .00 1014.00 1350.00 .00 .00 1048.00 1285.00 .00 .00 1048.00 1285.00 .00 .00 1048.00 1285.00 .00 .00 1048.00 1285.00 .00 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 26 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR * 31335.000 454.23 .00 456.41 332.36 .00 11723.24 1576.76 .00 .00 1037.00 1204.00 .00 * 31335.000 456.64 .00 457.81 953.24 .00 12454.94 6445.06 .00 .00 1037.00 1204.00 .00 * 31335.000 457.83 .00 458.49 1022.21 .00 11147.37 10152.63 .00 .00 1037.00 1204.00 .00 * 31335.000 461.47 .00 461.82 1156.00 .00 10525.38 25674.62 .00 .00 1037.00 1204.00 .00 * 32150.000 456.60 .00 457.45 242.69 .00 13029.12 270.88 3140.00 3040.00 3400.00 3525.00 6180.00 * 32150.000 456.99 .00 458.60 253.67 .00 18413.92 486.08 3140.00 3040.00 3400.00 3525.00 6180.00 32150.000 457.91 .00 459.64 375.99 .00 20414.29 885.70 3140.00 3040.00 3400.00 3525.00 6180.00 32150.000 461.35 .00 463.00 2053.18 682.16 27272.62 8245.22 3140.00 3040.00 3400.00 3525.00 6180.00 32200.000 456.50 .00 457.80 153.82 .00 12521.37 778.63 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 456.80 .00 459.29 156.84 .00 17736.25 1163.75 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 457.71 .00 460.36 165.96 .00 19803.74 1496.26 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 460.56 .00 465.15 202.51 .49 32832.32 3367.19 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 456.54 .00 457.84 154.20 .00 12516.32 783.68 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 456.98 .00 459.38 158.65 .00 17702.58 1197.42 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 457.91 .00 460.46 168.00 .00 19764.42 1535.58 3210.00 3050.00 3390.50 3539.50 6260.00 * 32230.000 463.79 .00 466.28 823.63 1024.61 29655.74 5519.65 3210.00 3050.00 3390.50 3539.50 6260.00 * 32250.000 457.58 .00 457.93 290.55 .00 8978.24 421.76 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 459.11 .00 459.58 951.58 1.17 11814.65 1384.18 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 460.31 .00 460.68 1263.17 116.95 11910.53 2872.52 3140.00 3040.00 3400.00 3525.00 6180.00 * 32250.000 466.42 .00 466.52 2913.10 3208.71 11661.86 21329.44 3140.00 3040.00 3400.00 3525.00 6180.00 * 32305.000 457.39 .00 458.11 264.81 .00 7956.56 1443.44 .00 .00 2110.00 2325.00 .00 * 32305.000 458.94 .00 459.77 320.89 .00 10433.99 2766.01 .00 .00 2110.00 2325.00 .00 * 32305.000 460.15 .00 460.85 506.02 .00 11155.87 3744.13 .00 .00 2110.00 2325.00 .00 32305.000 466.45 .00 466.54 3881.69 6537.39 9848.21 19814.40 .00 .00 2110.00 2325.00 .00 * 32725.000 458.54 .00 458.71 721.03 2964.92 5760.13 674.95 .00 .00 1940.00 2150.00 .00 * 32725.000 460.23 .00 460.37 1427.19 4534.07 6673.99 1991.94 .00 .00 1940.00 2150.00 .00 * 32725.000 461.24 .00 461.35 2160.90 5098.79 6434.68 3366.53 .00 .00 1940.00 2150.00 .00 * 32725.000 466.62 .00 466.68 3912.75 11293.13 8432.64 16474.23 .00 .00 1940.00 2150.00 .00 33145.000 458.88 .00 459.05 372.01 .00 9400.00 .00 .00 .00 1390.00 1960.00 .00 33145.000 460.51 .00 460.74 401.68 .00 13200.00 .00 .00 .00 1390.00 1960.00 .00 * 33145.000 461.44 .00 461.67 500.04 58.17 14841.83 .00 .00 .00 1390.00 1960.00 .00 33145.000 466.70 .00 466.78 3714.41 2823.72 17268.61 16107.67 .00 .00 1390.00 1960.00 .00 33470.000 459.10 .00 459.38 296.32 .00 9400.00 .00 .00 .00 1135.00 1603.00 .00 33470.000 460.79 .00 461.14 517.61 86.56 13113.44 .00 .00 .00 1135.00 1603.00 .00 33470.000 461.72 .00 462.06 559.63 342.60 14557.40 .00 .00 .00 1135.00 1603.00 .00 33470.000 466.78 .00 466.90 2537.00 3508.45 18165.44 14526.11 .00 .00 1135.00 1603.00 .00 34260.000 459.83 .00 459.95 420.45 .00 9400.00 .00 .00 .00 868.00 1520.00 .00 34260.000 461.66 .00 461.81 566.51 .10 13199.90 .00 .00 .00 868.00 1520.00 .00 34260.000 462.54 .00 462.70 596.93 1.75 14898.25 .00 .00 .00 868.00 1520.00 .00 34260.000 467.04 .00 467.26 1845.00 2023.57 30356.65 3819.77 .00 .00 868.00 1520.00 .00 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 27 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR * 34850.000 460.00 .00 460.74 132.05 .00 9400.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 461.74 .00 462.78 155.47 .00 13200.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 462.56 .00 463.68 176.52 .00 14900.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 467.42 .00 467.91 1575.00 16180.99 19865.80 153.21 .00 .00 1310.00 1533.00 .00 34950.000 460.23 .00 460.95 131.76 .00 9400.00 .00 .00 .00 1310.00 1520.00 .00 34950.000 462.49 .00 463.07 1172.02 1825.08 11374.92 .00 .00 .00 1310.00 1520.00 .00 * 34950.000 463.65 .00 463.97 1702.77 4532.32 10367.68 .00 .00 .00 1310.00 1520.00 .00 * 34950.000 467.87 .00 468.05 1955.00 22749.63 13270.27 180.10 .00 .00 1310.00 1520.00 .00 * 35700.000 461.58 .00 462.03 667.16 266.73 9088.18 45.09 .00 .00 3106.00 3233.00 .00 * 35700.000 463.65 .00 463.96 1740.21 2873.48 9825.17 501.35 .00 .00 3106.00 3233.00 .00 * 35700.000 464.39 .00 464.63 1863.13 4434.17 9726.62 739.21 .00 .00 3106.00 3233.00 .00 35700.000 468.31 .00 468.49 2508.35 20264.21 12942.62 2993.17 .00 .00 3106.00 3233.00 .00 * 36250.000 462.13 .00 462.17 724.58 113.56 2488.03 6798.41 .00 .00 3028.00 3170.00 .00 * 36250.000 464.03 .00 464.09 1008.18 518.06 3419.35 9262.59 .00 .00 3028.00 3170.00 .00 * 36250.000 464.69 .00 464.75 1361.70 786.74 3808.74 10304.52 .00 .00 3028.00 3170.00 .00 * 36250.000 468.50 .00 468.66 2437.57 6359.95 8038.49 21801.56 .00 .00 3028.00 3170.00 .00 * 36970.000 461.85 .00 462.51 275.16 .00 8682.57 1317.43 .00 .00 2900.00 3060.00 .00 * 36970.000 463.87 .00 464.39 1026.83 581.34 10187.07 3031.60 .00 .00 2900.00 3060.00 .00 * 36970.000 464.59 .00 465.03 1239.68 1034.91 10545.85 4019.24 .00 .00 2900.00 3060.00 .00 * 36970.000 468.60 .00 468.98 1461.16 6052.22 15406.91 14740.87 .00 .00 2900.00 3060.00 .00 * 37600.000 462.92 .00 463.02 949.14 13.67 7041.15 2945.18 .00 .00 1876.00 2160.00 .00 * 37600.000 464.67 .00 464.76 1074.72 232.70 8583.10 4984.20 .00 .00 1876.00 2160.00 .00 * 37600.000 465.28 .00 465.38 1087.28 391.94 9314.25 5893.81 .00 .00 1876.00 2160.00 .00 * 37600.000 469.14 .00 469.33 1129.00 2637.22 17685.39 15877.39 .00 .00 1876.00 2160.00 .00 37800.000 462.96 .00 463.08 535.73 12.34 5110.19 4877.46 .00 .00 2024.00 2185.00 .00 37800.000 464.68 .00 464.83 1001.35 467.23 6518.41 6814.36 .00 .00 2024.00 2185.00 .00 37800.000 465.29 .00 465.45 1015.95 872.56 7107.32 7620.13 .00 .00 2024.00 2185.00 .00 37800.000 469.13 .00 469.42 1257.94 6929.69 13128.16 16142.15 .00 .00 2024.00 2185.00 .00 37990.000 463.00 .00 463.19 542.96 27.28 4853.29 5119.43 .00 .00 2133.00 2260.00 .00 37990.000 464.74 .00 464.95 842.05 459.13 5955.31 7385.55 .00 .00 2133.00 2260.00 .00 37990.000 465.35 .00 465.57 918.77 794.07 6486.52 8319.41 .00 .00 2133.00 2260.00 .00 37990.000 469.22 .00 469.59 1145.00 6739.84 11632.99 17827.17 .00 .00 2133.00 2260.00 .00 38050.000 463.09 .00 463.23 711.65 125.65 3784.64 6089.71 .00 .00 2089.00 2260.00 .00 38050.000 464.83 .00 464.98 844.41 710.79 4717.43 8371.78 .00 .00 2089.00 2260.00 .00 38050.000 465.44 .00 465.60 883.47 1046.48 5137.59 9415.93 .00 .00 2089.00 2260.00 .00 38050.000 469.33 .00 469.64 1086.00 6006.17 9624.27 20569.56 .00 .00 2089.00 2260.00 .00 38200.000 463.16 .00 463.28 756.34 545.41 5299.12 4155.47 .00 .00 2117.00 2270.00 .00 38200.000 464.91 .00 465.04 889.97 1358.30 6453.45 5988.25 .00 .00 2117.00 2270.00 .00 38200.000 465.52 .00 465.66 925.59 1774.38 6980.52 6845.10 .00 .00 2117.00 2270.00 .00 38200.000 469.47 .00 469.73 1085.00 7298.26 12811.37 16090.37 .00 .00 2117.00 2270.00 .00 Corrected - Multiple Profile 26AUG99 13:02:53 SECNO 38550.000 38550.000 38550.000 38550.000 39290.000 39290.000 39290.000 39290.000 * 39440.000 * 39440.000 * 39440.000 * 39440.000 * 39490.000 * 39490.000 * 39490.000 * 39490.000 39540.000 39540.000 39540.000 39540.000 39940.000 39940.000 39940.000 39940.000 40650.000 40650.000 40650.000 40650.000 48000.000 48000.000 48000.000 * 48000.000 51350.000 * 51350.000 51350.000 51350.000 53350.000 * 53350.000 * 53350.000 * 53350.000 CWSEL 463.29 465.04 465.65 469.66 463.58 465.33 465.96 470.08 463.38 465.03 465.63 469.59 464.21 466.10 466.77 471.21 464.04 465.97 466.66 471.27 464.68 466.56 467.24 471.88 465.78 467.64 468.30 473.11 468.70 470.13 470.71 476.36 469.44 471.32 472.01 477.57 469.71 471.81 472.57 477.99 DIFKWS .00 .00 .00 .00 .00 1.75 2.37 6.50 .00 1.65 2.25 6.21 .00 1.89 2.56 7.00 .00 1.93 2.62 7.22 .00 1.88 2.55 7.20 .00 1.86 2.52 7.33 .00 1.44 2.02 7.66 .00 1.88 2.57 8.14 .00 2.10 2.86 8.28 EG TOPWID QLOB QCH QROB 463.41 705.60 514.05 465.16 794.69 1194.52 465.78 831.14 1546.86 469.91 1205.00 6760.62 463.74 580.18 13.15 465.50 615.82 107.70 466.14 627.20 169.32 470.47 704.00 1690.87 464.26 248.76 .32 466.14 412.83 188.01 466.82 444.89 350.80 471.54 593.00 2918.31 464.50 349.64 119.57 466.44 390.89 699.06 467.14 405.26 1021.26 472.00 482.87 5311.00 464.78 467.35 39.72 466.69 570.05 486.24 467.37 607.12 732.47 472.10 700.00 3768.68 465.38 493.34 188.15 467.25 609.90 1197.78 467.92 617.79 1757.10 472.71 800.02 8786.71 466.05 581.31 78.89 467.88 790.48 754.25 468.52 830.27 1122.95 473.58 1035.99 9476.86 468.79 1271.56 1419.18 470.21 1485.01 2696.64 470.80 1540.85 3519.65 476.48 1778.14 15943.43 469.51 620.10 88.23 471.39 1382.51 1662.45 472.09 1439.33 2844.88 477.66 2459.62 21975.63 469.77 324.98 710.10 471.90 1387.29 1886.90 472.69 2190.25 3187.02 478.05 4233.00 26235.60 4732.97 4752.97 5485.79 7119.69 5861.79 8191.35 10500.47 18938.91 6743.41 3243.44 8287.18 5405.12 9035.33 6395.35 17715.97 16793.16 9980.97 18.71 13069.59 542.40 14331.96 917.23 25971.77 7309.93 9880.43 .00 13100.94 .00 14578.75 .00 30777.89 111.12 9708.81 151.48 11739.29 1474.47 12448.03 2219.49 19990.48 12440.84 9056.10 655.75 10757.99 1744.24 11338.28 2304.62 17888.94 9524.35 5784.46 736.64 6591.56 1754.19 6814.66 2262.39 14366.23 12356.91 3342.42 538.40 3847.06 1456.29 4240.45 2039.90 7456.08 12800.48 3911.77 .00 5336.36 1.20 6550.71 4.41 14072.06 152.32 3283.99 5.91 5078.90 34.20 6147.61 65.36 7897.27 2067.13 PAGE 28 PERENC STENCL STCHL STCHR STENCR .00 .00 2103.00 2225.00 .00 .00 .00 2103.00 2225.00 .00 .00 .00 2103.00 2225.00 .00 .00 .00 2103.00 2225.00 .00 704.00 1360.00 1506.00 1675.00 2064.00 704.00 1360.00 1506.00 1675.00 2064.00 704.00 1360.00 1506.00 1675.00 2064.00 704.00 1360.00 1506.00 1675.00 2064.00 593.00 3921.00 4040.00 4150.00 4514.00 593.00 3921.00 4040.00 4150.00 4514.00 593.00 3921.00 4040.00 4150.00 4514.00 593.00 3921.00 4040.00 4150.00 4514.00 625.00 3880.00 4030.00 4310.00 4505.00 625.00 3880.00 4030.00 4310.00 4505.00 625.00 3880.00 4030.00 4310.00 4505.00 625.00 3880.00 4030.00 4310.00 4505.00 700.00 3900.00 4040.00 4150.00 4600.00 700.00 3900.00 4040.00 4150.00 4600.00 700.00 3900.00 4040.00 4150.00 4600.00 700.00 3900.00 4040.00 4150.00 4600.00 .00 .00 1420.00 1500.00 .00 .00 .00 1420.00 1500.00 .00 .00 .00 1420.00 1500.00 .00 .00 .00 1420.00 1500.00 .00 .00 .00 4730.00 4815.00 .00 .00 .00 4730.00 4815.00 .00 .00 .00 4730.00 4815.00 .00 .00 .00 4730.00 4815.00 .00 .00 .00 2370.00 2445.00 .00 .00 .00 2370.00 2445.00 .00 .00 .00 2370.00 2445.00 .00 .00 .00 2370.00 2445.00 .00 .00 .00 4160.00 4515.00 .00 .00 .00 4160.00 4515.00 .00 .00 .00 4160.00 4515.00 .00 .00 .00 4160.00 4515.00 .00 .00 .00 5570.00 5670.00 .00 .00 .00 5570.00 5670.00 .00 .00 .00 5570.00 5670.00 .00 .00 .00 5570.00 5670.00 .00 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 29 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR * 55590.000 470.07 .00 470.31 88.63 .00 4000.00 .00 .00 .00 4250.00 4340.00 .00 * 55590.000 472.33 2.26 472.76 1167.30 438.78 6560.91 .31 .00 .00 4250.00 4340.00 .00 * 55590.000 473.25 3.19 473.68 1413.44 1871.04 7508.00 20.95 .00 .00 4250.00 4340.00 .00 * 55590.000 478.48 8.41 478.70 2309.67 24174.59 10762.82 1262.59 .00 .00 4250.00 4340.00 .00 56940.000 470.83 .00 471.02 169.12 325.94 3674.06 .00 .00 .00 4335.00 4415.00 .00 56940.000 473.52 2.68 473.78 875.23 1347.56 5651.39 1.05 .00 .00 4335.00 4415.00 .00 56940.000 474.50 3.67 474.79 1467.80 2738.10 6634.38 27.52 .00 .00 4335.00 4415.00 .00 56940.000 479.36 8.52 479.52 2586.93 25475.49 9055.04 1669.46 .00 .00 4335.00 4415.00 .00 Corrected - Multiple Profile 26AUG99 13:02:53 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 PAGE 30 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K - 25530.000 .00 .00 .00 434.40 12800.00 451.01 .00 451.44 6.28 5.26 2433.14 5105.79 25530.000 .00 .00 .00 434.40 18200.00 452.29 .00 452.99 9.33 6.70 2716.70 5957.31 25530.000 .00 .00 .00 434.40 20600.00 453.52 .00 454.25 9.06 6.86 3000.97 6843.65 25530.000 .00 .00 .00 434.40 36200.00 455.89 .00 457.48 16.69 10.12 3577.77 8860.49 25770.000 240.00 .00 .00 434.60 12800.00 451.29 .00 451.57 3.67 4.21 3038.09 6682.62 25770.000 240.00 .00 .00 434.60 18200.00 452.74 .00 453.18 5.33 5.34 3411.19 7884.46 25770.000 240.00 .00 .00 434.60 20600.00 453.97 .00 454.44 5.25 5.50 3742.11 8992.90 25770.000 240.00 .00 .00 434.60 36200.00 456.85 .00 457.83 8.99 7.95 4551.38 12075.56 * 26830.000 1010.00 .00 .00 436.30 13300.00 451.71 .00 452.16 8.35 5.40 2464.86 4602.21 26830.000 1010.00 .00 .00 436.30 18900.00 453.40 .00 453.94 10.17 6.07 3977.25 5927.09 26830.000 1010.00 .00 .00 436.30 21300.00 454.69 .00 455.09 7.89 5.48 5477.10 7583.05 26830.000 1010.00 .00 .00 436.30 36200.00 458.31 .00 458.61 5.80 5.15 10273.40 15029.79 26880.000 50.00 .00 .00 436.20 13300.00 451.88 .00 452.21 6.74 4.62 2875.93 5122.77 26880.000 50.00 .00 .00 436.20 18900.00 453.51 .00 454.00 8.51 5.59 3378.64 6478.99 26880.000 50.00 .00 .00 436.20 21300.00 454.71 .00 455.17 7.62 5.53 4341.02 7717.00 26880.000 50.00 .00 .00 436.20 36200.00 458.55 .00 458.77 11.24 4.25 10017.14 10799.85 27165.000 284.00 .00 .00 436.10 13300.00 452.17 .00 452.40 7.00 4.73 4397.73 5028.57 27165.000 284.00 .00 .00 436.10 18900.00 454.03 .00 454.19 4.65 4.18 6830.90 8769.29 27165.000 284.00 .00 .00 436.10 21300.00 455.24 .00 455.35 3.89 3.07 8518.81 10794.94 * 27165.000 284.00 .00 .00 436.10 36200.00 458.80 .00 458.91 2.97 2.31 13788.93 20993.43 * 27449.000 284.00 .00 .00 435.60 13300.00 452.45 .00 452.54 3.08 2.61 5788.23 7572.46 27449.000 284.00 .00 .00 435.60 18900.00 454.21 .00 454.29 2.83 2.52 8109.07 11241.65 27449.000 284.00 .00 .00 435.60 21300.00 455.35 .00 455.43 2.48 1.99 9814.38 13531.77 27449.000 284.00 .00 .00 435.60 36200.00 458.88 .00 458.97 2.01 1.71 15747.87 25537.71 27748.000 299.00 .00 .00 435.20 13300.00 452.55 .00 452.62 2.69 2.49 6257.29 8104.71 27748.000 299.00 .00 .00 435.20 18900.00 454.29 .00 454.37 2.43 2.39 8657.44 12122.07 27748.000 299.00 .00 .00 435.20 21300.00 455.42 .00 455.49 1.97 2.13 10267.72 15167.97 27748.000 299.00 .00 .00 435.20 36200.00 458.93 .00 459.03 1.96 1.60 15662.89 25853.45 27992.000 244.00 .00 .00 435.60 13300.00 452.61 .00 452.70 2.47 2.87 6341.18 8456.04 27992.000 244.00 .00 .00 435.60 18900.00 454.35 .00 454.44 2.21 2.91 8574.51 12704.22 27992.000 244.00 .00 .00 435.60 21300.00 455.48 .00 455.55 2.26 2.32 10070.53 14159.87 27992.000 244.00 .00 .00 435.60 36200.00 458.99 .00 459.09 2.11 2.22 14983.22 24924.34 28168.000 176.00 .00 .00 436.60 13300.00 452.69 .00 452.74 1.83 2.05 7281.66 9820.41 28168.000 176.00 .00 .00 436.60 18900.00 454.42 .00 454.48 1.75 2.06 9422.91 14271.77 28168.000 176.00 .00 .00 436.60 21300.00 455.53 .00 455.59 1.50 1.88 10846.48 17409.68 28168.000 176.00 .00 .00 436.60 36200.00 459.04 .00 459.12 1.51 1.77 15731.42 29417.87 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 31 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K 28492.000 324.00 .00 .00 436.30 13300.00 452.74 .00 452.80 1.98 2.13 6873.19 9453.20 28492.000 324.00 .00 .00 436.30 18900.00 454.47 .00 454.54 1.93 2.16 8847.05 13592.46 28492.000 324.00 .00 .00 436.30 21300.00 455.57 .00 455.64 1.67 1.98 10160.06 16479.82 28492.000 324.00 .00 .00 436.30 36200.00 459.08 .00 459.18 1.72 1.87 14734.64 27630.93 28720.000 226.00 .00 .00 436.80 13300.00 452.80 .00 452.88 2.83 2.55 5951.54 7903.87 28720.000 228.00 .00 .00 436.80 18900.00 454.52 .00 454.61 2.72 2.59 7750.48 11463.76 28720.000 228.00 .00 .00 436.80 21300.00 455.62 .00 455.71 2.31 2.40 8935.39 14007.18 28720.000 228.00 .00 .00 436.80 36200.00 459.12 .00 459.25 2.32 2.37 12978.79 23754.98 * 28890.000 170.00 .00 .00 437.10 13300.00 452.80 .00 452.99 7.67 3.99 4363.35 4801.90 * 28890.000 170.00 .00 .00 437.10 18900.00 454.55 .00 454.71 6.34 3.71 6173.07 7508.99 * 28890.000 170.00 .00 .00 437.10 21300.00 455.65 .00 455.78 5.10 3.26 7339.11 9432.74 28890.000 170.00 .00 .00 437.10 36200.00 459.15 .00 459.32 4.35 2.94 11264.00 17350.80 29124.000 234.00 .00 .00 437.40 13300.00 452.85 .00 453.27 8.89 5.24 2711.07 4460.37 29124.000 234.00 .00 .00 437.40 18900.00 454.53 .00 455.00 9.12 5.74 4084.17 6256.93 29124.000 234.00 .00 .00 437.40 21300.00 455.70 .00 456.03 10.12 5.05 5207.67 6694.40 29124.000 234.00 .00 .00 437.40 36200.00 459.25 .00 459.51 7.83 4.60 8948.25 12935.28 29651.000 527.00 .00 .00 438.06 13300.00 453.50 .00 453.67 6.35 3.72 4370.48 5276.95 29651.000 527.00 .00 .00 438.06 18900.00 455.22 .00 455.39 6.14 3.73 5901.02 7627.35 29651.000 527.00 .00 .00 438.06 21300.00 456.24 .00 456.39 5.28 3.48 6900.58 9273.76 29651.000 527.00 .00 .00 438.06 36200.00 459.65 .00 459.81 4.98 3.18 11312.96 16220.84 29831.000 180.00 .00 .00 438.14 13300.00 453.65 .00 453.77 3.90 3.04 4795.23 6736.53 29831.000 180.00 .00 .00 438.14 18900.00 455.34 .00 455.49 4.10 3.23 6091.51 9330.22 29831.000 180.00 .00 .00 438.14 21300.00 456.33 .00 456.48 3.72 3.11 6925.88 11049.77 29831.000 180.00 .00 .00 438.14 36200.00 459.73 .00 459.89 3.84 3.15 11185.31 18476.99 * 30027.000 196.00 .00 .00 438.23 13300.00 453.68 .00 453.95 10.58 4.53 3312.54 4088.47 * 30027.000 196.00 .00 .00 438.23 18900.00 455.38 .00 455.69 11.92 4.78 4321.19 5474.12 * 30027.000 196.00 .00 .00 438.23 21300.00 456.38 .00 456.67 11.41 4.50 4970.55 6305.02 * 30027.000 196.00 .00 .00 438.23 36200.00 459.75 .00 460.11 11.44 4.64 7585.20 10702.76 30384.000 357.00 .00 .00 438.14 13300.00 453.95 .00 454.42 11.69 5.75 2469.73 3890.45 30384.000 357.00 .00 .00 438.14 18900.00 455.78 .00 456.35 21.58 6.22 3106.47 4068.82 30384.000 357.00 .00 .00 438.14 21300.00 456.74 .00 457.32 21.47 6.22 3499.60 4597.06 * 30384.000 357.00 .00 .00 438.14 36200.00 460.20 .00 460.84 28.80 6.79 5681.12 6745.37 30604.000 220.00 .00 .00 438.55 13300.00 454.33 .00 454.78 20.51 5.64 2533.29 2936.76 30604.000 220.00 .00 .00 438.55 18900.00 456.44 .00 456.87 19.46 5.57 3742.43 4284.92 30604.000 220.00 .00 .00 438.55 21300.00 457.42 .00 457.80 16.45 5.35 4497.97 5251.69 * 30604.000 220.00 .00 .00 438.55 36200.00 461.01 .00 461.34 12.63 5.23 8179.48 10184.77 * 30958.000 354.00 .00 .00 438.55 13300.00 454.95 .00 455.08 4.24 3.57 4879.68 6459.27 * 30958.000 354.00 .00 .00 438.55 18900.00 457.03 .00 457.14 4.03 2.57 6869.53 9420.19 * 30958.000 354.00 .00 .00 438.55 21300.00 457.93 .00 458.04 3.64 2.39 7850.71 11162.54 * 30958.000 354.00 .00 .00 438.55 36200.00 461.41 .00 461.55 3.37 2.19 12360.65 19714.85 Corrected - Multiple Profile 26AUG99 13 :02:53 PAGE 32 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA OlK * 31335.000 377.00 .00 .00 438.55 13300.00 454.23 454.23 456.41 88.00 12.47 1231.77 1417.78 * 31335.000 377.00 .00 .00 438.55 18900.00 456.64 .00 457.81 50.89 10.10 2560.06 2649.28 * 31335.000 377.00 .00 .00 438.55 21300.00 457.83 .00 458.49 30.20 8.02 3733.31 3875.89 * 31335.000 377.00 .00 .00 438.55 36200.00 461.47 .00 461.82 13.21 5.45 7720.16 9959.58 * 32150.000 170.00 .00 .00 437.00 13300.00 456.60 .00 457.45 9.62 7.49 1924.65 4288.34 * 32150.000 170.00 .00 .00 437.00 18900.00 456.99 .00 458.60 17.86 10.31 2023.06 4472.34 32150.000 170.00 .00 .00 437.00 21300.00 457.91 .00 459.64 18.62 10.78 2287.90 4936.08 32150.000 170.00 .00 .00 437.00 36200.00 461.35 459.95 463.00 18.32 11.77 6031.40 8458.23 32200.000 50.00 463.60- 999999.00 435.00 13300.00 456.50 .00 457.80 5.54 9.40 1510.25 5653.12 32200.000 50.00 463.60 - 999999.00 435.00 18900.00 456.80 .00 459.29 10.46 12.98 1556.98 5843.30 32200.000 50.00 463.60 - 999999.00 435.00 21300.00 457.71 .00 460.36 10.91 13.44 1703.79 6448.17 32200.000 50.00 463.60- 999999.00 435.00 36200.00 460.56 .00 465.15 17.51 17.83 2221.51 8651.76 32230.000 50.00 463.60- 999999.00 435.00 13300.00 456.54 .00 457.84 5.49 9.37 1515.99 5676.41 32230.000 50.00 463.60 - 999999.00 435.00 18900.00 456.98 .00 459.38 10.06 12.76 1585.47 5959.83 32230.000 50.00 463.60- 999999.00 435.00 21300.00 457.91 .00 460.46 10.45 13.20 1737.87 6590.11 * 32230.000 50.00 463.60- 999999.00 435.00 36200.00 463.79 459.20 466.28 17.23 13.56 3447.82 8721.79 * 32250.000 1.00 .00 .00 437.00 9400.00 457.58 .00 457.93 6.31 4.84 2179.50 3743.31 32250.000 1.00 .00 .00 437.00 13200.00 459.11 .00 459.58 8.41 5.80 3053.35 4552.74 32250.000 1.00 .00 .00 437.00 14900.00 460.31 .00 460.68 6.99 5.45 4379.17 5637.62 * 32250.000 1.00 .00 .00 437.00 36200.00 466.42 .00 466.52 2.47 3.95 19441.05 23013.97 * 32305.000 55.00 .00 .00 437.70 9400.00 457.39 .00 458.11 31.07 7.22 1483.61 1686.46 * 32305.000 55.00 .00 .00 437.70 13200.00 458.94 .00 459.77 34.17 7.89 1935.94 2258.09 * 32305.000 55.00 .00 .00 437.70 14900.00 460.15 .00 460.85 27.71 7.36 2375.01 2830.75 32305.000 55.00 .00 .00 437.70 36200.00 466.45 .00 466.54 4.25 3.61 17805.18 17564.51 * 32725.000 420.00 .00 .00 438.20 9400.00 458.54 .00 458.71 6.86 3.89 3532.58 3587.78 * 32725.000 420.00 .00 .00 438.20 13200.00 460.23 .00 460.37 6.43 3.83 5301.66 5206.11 * 32725.000 420.00 .00 .00 438.20 14900.00 461.24 .00 461.35 5.10 3.32 6957.59 6597.42 * 32725.000 420.00 .00 .00 438.20 36200.00 466.62 .00 466.68 2.06 2.76 22589.42 25211.92 33145.000 420.00 .00 .00 438.40 9400.00 458.88 .00 459.05 10.18 3.31 2842.72 2946.54 33145.000 420.00 .00 .00 438.40 13200.00 460.51 .00 460.74 11.28 3.80 3473.41 3930.18 * 33145.000 420.00 .00 .00 438.40 14900.00 461.44 .00 461.67 10.66 3.85 3925.54 4564.62 33145.000 420.00 .00 .00 438.40 36200.00 466.70 .00 466.78 3.47 2.59 19239.26 19426.96 33470.000 325.00 .00 .00 439.00 9400.00 459.10 .00 459.38 8.54 4.29 2191.23 3216.86 33470.000 325.00 .00 .00 439.00 13200.00 460.79 .00 461.14 11.22 4.79 2855.17 3940.79 33470.000 325.00 .00 .00 439.00 14900.00 461.72 .00 462.06 11.14 4.71 3361.25 4464.33 33470.000 325.00 .00 .00 439.00 36200.00 466.78 .00 466.90 3.95 3.34 15137.55 18213.37 34260.000 790.00 .00 .00 438.80 9400.00 459.83 .00 459.95 5.88 2.83 3316.14 3876.19 34260.000 790.00 .00 .00 438.80 13200.00 461.66 .00 461.81 6.34 3.16 4171.45 5244.45 34260.000 790.00 .00 .00 438.80 14900.00 462.54 .00 462.70 5.92 3.18 4687.55 6124.94 34260.000 790.00 .00 .00 438.80 36200.00 467.04 .00 467.26 6.51 4.01 11130.10 14189.68 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 33 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCR AREA .01K * 34850.000 590.00 .00 .00 439.30 9400.00 460.00 .00 460.74 21.63 6.87 1367.48 2021.22 * 34850.000 590.00 .00 .00 439.30 13200.00 461.74 .00 462.78 29.89 8.16 1616.71 2414.58 * 34850.000 590.00 .00 .00 439.30 14900.00 462.56 .00 463.68 34.07 8.50 1752.68 2552.67 * 34850.000 590.00 .00 .00 439.30 36200.00 467.42 .00 467.91 17.05 7.10 8119.87 8766.89 34950.000 100.00 .00 .00 439.30 9400.00 460.23 .00 460.95 20.70 6.79 1384.91 2065.93 34950.000 100.00 .00 .00 439.30 13200.00 462.49 .00 463.07 20.74 6.56 2932.49 2898.38 * 34950.000 100.00 .00 .00 439.30 14900.00 463.65 .00 463.97 13.54 5.31 4624.61 4049.31 * 34950.000 100.00 .00 .00 439.30 36200.00 467.87 .00 468.05 6.75 4.68 12659.06 13937.03 * 35700.000 750.00 .00 .00 439.50 9400.00 461.58 .00 462.03 10.13 5.48 2090.27 2953.57 * 35700.000 750.00 .00 .00 439.50 13200.00 463.65 .00 463.96 7.24 5.11 4910.60 4906.59 * 35700.000 750.00 .00 .00 439.50 14900.00 464.39 .00 464.63 6.05 4.83 6243.85 6057.86 35700.000 750.00 .00 .00 439.50 36200.00 468.31 .00 468.49 5.14 5.15 14609.76 15972.03 * 36250.000 550.00 .00 .00 439.80 9400.00 462.13 .00 462.17 .77 1.45 5901.88 10690.19 * 36250.000 550.00 .00 .00 439.80 13200.00 464.03 .00 464.09 .90 1.73 7534.95 13943.31 * 36250.000 550.00 .00 .00 439.80 14900.00 464.69 .00 464.75 .95 1.84 8317.66 15263.00 * 36250.000 550.00 .00 .00 439.80 36200.00 468.50 .00 468.66 1.96 3.07 14876.16 25859.54 * 36970.000 720.00 .00 .00 440.00 10000.00 461.85 .00 462.51 24.39 6.93 1692.50 2024.88 * 36970.000 720.00 .00 .00 440.00 13800.00 463.87 .00 464.39 17.56 6.54 3243.59 3293.50 * 36970.000 720.00 .00 .00 440.00 15600.00 464.59 .00 465.03 15.28 6.31 4052.46 3990.67 * 36970.000 720.00 .00 .00 440.00 36200.00 468.60 .00 468.98 12.09 6.66 9390.33 10409.01 * 37600.000 630.00 .00 .00 440.00 10000.00 462.92 .00 463.02 3.78 2.74 4423.77 5146.33 * 37600.000 630.00 .00 .00 440.00 13800.00 464.67 .00 464.76 3.11 2.80 6224.60 7825.68 * 37600.000 630.00 .00 .00 440.00 15600.00 465.28 .00 465.38 3.05 2.88 6886.86 8938.30 * 37600.000 630.00 .00 .00 440.00 36200.00 469.14 .00 469.33 4.16 4.08 11185.94 17749.60 37800.000 200.00 .00 .00 440.00 10000.00 462.96 .00 463.08 3.20 2.69 3615.43 5588.22 37800.000 200.00 .00 .00 440.00 13800.00 464.68 .00 464.83 3.45 2.99 4988.01 7428.31 37800.000 200.00 .00 .00 440.00 15600.00 465.29 .00 465.45 3.54 3.12 5601.45 8287.33 37800.000 200.00 .00 .00 440.00 36200.00 469.13 .00 469.42 5.43 4.54 9732.97 15537.95 37990.000 190.00 .00 .00 441.00 10000.00 463.00 .00 463.19 5.06 3.58 2886.88 4444.21 37990.000 190.00 .00 .00 441.00 13800.00 464.74 .00 464.95 5.29 3.78 4125.96 5998.80 37990.000 190.00 .00 .00 441.00 15600.00 465.35 .00 465.57 5.35 3.92 4661.97 6743.19 37990.000 190.00 .00 .00 441.00 36200.00 469.22 .00 469.59 7.23 5.42 8903.24 13465.88 38050.000 60.00 .00 .00 441.00 10000.00 463.09 .00 463.23 3.38 2.82 3643.33 5435.31 38050.000 60.00 .00 .00 441.00 13800.00 464.83 .00 464.98 3.43 3.00 4997.35 7446.09 38050.000 60.00 .00 .00 441.00 15600.00 465.44 .00 465.60 3.55 3.11 5524.63 8284.66 38050.000 60.00 .00 .00 441.00 36200.00 469.33 .00 469.64 5.62 4.23 9458.96 15271.87 38200.000 150.00 .00 .00 441.00 10000.00 463.16 .00 463.28 3.86 3.21 3970.06 5091.19 38200.000 150.00 .00 .00 441.00 13800.00 464.91 .00 465.04 3.71 3.39 5413.08 7166.67 38200.000 150.00 .00 .00 441.00 15600.00 465.52 .00 465.66 3.76 3.50 5972.94 8039.83 38200.000 150.00 .00 .00 441.00 36200.00 469.47 .00 469.73 5.57 4.94 10006.07 15335.68 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 34 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K 38550.000 350.00 .00 .00 441.20 10000.00 463.29 .00 463.41 3.51 3.34 4135.03 5336.90 38550.000 350.00 .00 .00 441.20 13800.00 465.04 .00 465.16 3.52 3.42 5438.77 7355.25 38550.000 350.00 .00 .00 441.20 15600.00 465.65 .00 465.78 3.64 3.50 5940.99 8179.37 38550.000 350.00 .00 .00 441.20 36200.00 469.66 .00 469.91 5.37 4.87 10116.16 15625.21 39290.000 740.00 .00 .00 441.88 10000.00 463.58 .00 463.74 5.00 3.70 3708.86 4474.27 39290.000 740.00 .00 .00 441.88 13800.00 465.33 .00 465.50 5.04 3.94 4755.04 6149.83 39290.000 740.00 .00 .00 441.88 15600.00 465.96 .00 466.14 5.22 4.09 5144.08 6826.19 39290.000 740.00 .00 .00 441.88 36200.00 470.08 .00 470.47 8.07 6.09 8045.26 12746.67 * 39440.000 150.00 .00 .00 442.00 10000.00 463.38 .00 464.26 20.68 7.55 1360.05 2199.21 * 39440.000 150.00 .00 .00 442.00 13800.00 465.03 .00 466.14 23.54 8.70 1950.48 2844.33 * 39440.000 150.00 .00 .00 442.00 15600.00 465.63 .00 466.82 24.52 9.13 2208.28 3150.25 * 39440.000 150.00 .00 .00 442.00 36200.00 469.59 .00 471.54 35.60 12.96 4348.37 6066.75 * 39490.000 50.00 .00 .00 442.00 10000.00 464.21 .00 464.50 8.72 4.37 2378.18 3386.52 * 39490.000 50.00 .00 .00 442.00 13800.00 466.10 .00 466.44 9.37 4.81 3080.64 4508.62 * 39490.000 50.00 .00 .00 442.00 15600.00 466.77 .00 467.14 9.87 5.04 3343.77 4965.86 * 39490.000 50.00 .00 .00 442.00 36200.00 471.21 .00 472.00 14.71 7.46 5309.25 9437.59 39540.000 50.00 .00 .00 442.00 9900.00 464.04 .00 464.78 16.66 6.96 1615.81 2425.16 39540.000 50.00 .00 .00 442.00 13700.00 465.97 .00 466.69 15.21 7.31 2614.67 3513.06 39540.000 50.00 .00 .00 442.00 15400.00 466.66 .00 467.37 14.65 7.40 3023.72 4024.15 39540.000 50.00 .00 .00 442.00 36200.00 471.27 .00 472.10 15.72 9.13 6163.20 9130.01 39940.000 400.00 .00 .00 442.00 9900.00 464.68 .00 465.38 13.10 6.99 1800.96 2735.15 39940.000 400.00 .00 .00 442.00 13700.00 466.56 .00 467.25 12.82 7.44 2834.11 3826.32 39940.000 400.00 .00 .00 442.00 15400.00 467.24 .00 467.92 12.60 7.56 3249.23 4338.82 39940.000 400.00 .00 .00 442.00 36200.00 471.88 .00 472.71 15.01 9.57 6359.04 9344.27 40650.000 700.00 .00 .00 440.00 6600.00 465.78 .00 466.05 5.96 4.44 1891.11 2703.36 40650.000 700.00 .00 .00 440.00 9100.00 467.64 .00 467.88 5.28 4.51 3198.08 3960.48 40650.000 700.00 .00 .00 440.00 10200.00 468.30 .00 468.52 4.98 4.49 3730.77 4570.60 40650.000 700.00 .00 .00 440.00 36200.00 473.11 .00 473.58 9.99 7.46 8187.74 11453.93 48000.000 7350.00 .00 .00 445.60 5300.00 468.70 .00 468.79 2.78 3.01 3340.96 3176.03 48000.000 7350.00 .00 .00 445.60 8000.00 470.13 .00 470.21 2.71 3.15 5366.50 4860.36 48000.000 7350.00 .00 .00 445.60 9800.00 470.71 .00 470.80 2.93 3.36 6244.44 5726.59 * 48000.000 7350.00 .00 .00 445.60 36200.00 476.36 .00 476.48 3.45 4.42 15599.87 19485.63 51350.000 3350.00 .00 .00 446.50 4000.00 469.44 .00 469.51 1.56 2.25 2061.93 3203.32 * 51350.000 3350.00 .00 .00 446.50 7000.00 471.32 .00 471.39 4.60 2.37 4031.82 3264.84 51350.000 3350.00 .00 .00 446.50 9400.00 472.01 .00 472.09 4.92 2.63 4998.60 4237.68 51350.000 3350.00 .00 .00 446.50 36200.00 477.57 .00 477.66 3.25 3.15 17073.43 20093.30 53350.000 2000.00 .00 .00 448.00 4000.00 469.71 .00 469.77 1.08 2.08 2335.16 3852.40 * 53350.000 2000.00 .00 .00 448.00 7000.00 471.81 .00 471.90 1.70 2.84 3999.66 5367.87 * 53350.000 2000.00 .00 .00 448.00 9400.00 472.57 .00 472.69 2.17 3.30 5321.78 6387.08 * 53350.000 2000.00 .00 .00 448.00 36200.00 477.99 .00 478.05 1.53 3.28 25980.09 29303.01 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 35 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K * 55590.000 2240.00 .00 .00 452.40 4000.00 470.07 .00 470.31 6.73 3.98 1004.50 1541.76 * 55590.000 2240.00 .00 .00 452.40 7000.00 472.33 .00 472.76 10.15 5.44 1899.18 2196.66 * 55590.000 2240.00 .00 .00 452.40 9400.00 473.25 .00 473.68 10.64 5.82 3097.21 2881.66 * 55590.000 2240.00 .00 .00 452.40 36200.00 478.48 .00 478.70 7.76 6.12 13250.67 12995.59 56940.000 1350.00 .00 .00 449.00 4000.00 470.83 .00 471.02 4.10 3.57 1291.98 1974.56 56940.000 1350.00 .00 .00 449.00 7000.00 473.52 .00 473.78 5.85 4.58 2248.19 2893.37 56940.000 1350.00 .00 .00 449.00 9400.00 474.50 .00 474.79 6.67 5.06 3395.68 3639.22 56940.000 1350.00 .00 .00 449.00 36200.00 479.36 .00 479.52 5.24 5.33 14937.06 15816.99 Corrected - Multiple Profile 26AUG99 13:02:53 PAGE 42 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 26830.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27165.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27449.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28890.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28890.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28890.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30027.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30027.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30027.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30027.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30384.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30604.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30958.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30958.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30958.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30958.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 31335.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 31335.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 31335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31335.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31335.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32150.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32150.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 32230.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 32250.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32250.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32305.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32305.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32305.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32725.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32725.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32725.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32725.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 33145.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Corrected - Multiple Profile 26AUG99 13:02:53 WARNING SECNO= 34850.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34950.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34950.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39490.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39490.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39490.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39490.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48000.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 51350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 53350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 53350.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 53350.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 43 Jcnretber 1 tact (Denton Creek) August 1999 \ \RANGER \VOL 1 \PROD \HYDRO \projects\ 06309306 \4thSubm \Report \denton2.doc Corrected - Floodway +++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ * HEC -2 WATER SURFACE PROFILES + + * Version 4.6.2; May 1991 + + * RUN DATE 26AUG99 TIME 13:02:00 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 Corrected - Floodway 26AUG99 13:02:00 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ++++++ + + + + + + + + + * + + + + +** + + + + + + + + + + + + ++ PAGE 1 THIS RUN EXECUTED 26AUG99 13:02:00 T1 DENTON CREEK - SCHREIBER TRACT CORRECTED EFFECTIVE 7/99 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS W/ FLOODWAY T3 DENTON CREEK, TEXAS FILE: DCFWCOR.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 0 0 0 0 453.5205 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 115 150 200 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268 +80 THROUGH 313 +35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. QT 8 20600 20600 20600 20600 20600 20600 20600 20600 NC .055 .055 .035 .1 .3 ET 2494. 2742. 2.1 7.1 2494. 2743. X1 25530 45 2495.2 2742.67 700 560 700 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 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 3100 GR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 3620 GR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 4100 GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 4600 ET 2495 2780 2.1 7.1 2495 2780 0 X1 25770 40 2495.2 2780 240 240 240 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 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 Corrected - Floodway 26AUG99 13:02:00 PAGE 2 GR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 457.8 3230 GR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 457.1 3515 GR 457.1 3540 456 3555 456 3590 459.6 3600 457.7 4360 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 .055 NH 5200 NOTE: GR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY -DAVIS FIS UPDATE CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AHHA. ET 2619. 5200. 2.1 7.1 2619.58 3200. X1 26830 42 2619.58 3100 1030 960 1010 GR 464.9 550 461.9 600 459.1 700 455.9 800 452.9 900 GR 451.7 1000 451.3 1100 451.2 1200 450.9 1300 451.1 1400 GR 452.8 1500 452.8 1600 452.4 1700 453.2 1800 453.1 1900 GR 453.3 2000 454.2 2100 454.4 2200 455.3 2300 456 2400 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 2702 436.74 2738 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 3005 436.3 3027 GR 436.5 3062 452 3100 454 3200 452 3230 452 3290 GR 452.0 3500 452 3650 452.0 3920 456.3 4000 460 4250 GR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268 +80 THRU 313 +35 FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. AHHA. NOTE: SECTIONS 268 +80 THROUGH 313 +35 R.O.B. FLOODWAY SET AT 100 YEAR CWSEL END STATION BEGIN PROPOSED PARK IMPROVEMENTS NH 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 1521.0 .07 NH 1634.0 .045 2761.0 ET 7.1 1012.0 2668.71 X1 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 1113.0 436.76 1188.0 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 1634.0 456.0 1666.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 453.8 2084.0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 2658.0 ET 7.1 985.0 2610.10 X1 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 1137.0 GR 450.0 1169.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 459.0 1308.0 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 453.0 1420.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 1808.0 448.5 1909.0 GR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 450.0 2460.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 Corrected - Floodway 26AUG99 13:02:00 PAGE 3 NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 ET 7.1 1014.0 2736.39 Xi 27449 39.0 1014.0 1534.0 240 248 284 GR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 GR 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 GR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 GR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 GR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION FIS SECTION 280 +80 'n' VALUE LOWERED FOR PROPOSED CONDS. THRU LAKE EXPANSION AREA NH 8 .05 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 ET 7.1 1071.0 2767.54 X1 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 GR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 1371.0 459.0 1426.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 GR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 2789.0 'n' VALUE LOWERED THRU LAKE EXPANSION AREA NH 8 .0S 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 ET 7.1 1041.0 2589.88 X1 27992 42.0 1041.0 1543.0 213 309 244 GR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 GR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 GR 455.0 2587.0 460.0 2617.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 NH 2496.0 ET 7.1 1021.0 2470.91 X1 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 GR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 .448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 Corrected - Floodway 26AUG99 13:02:00 PAGE 4 GR 446.6 2297.0 448.0 2319.0 449.0 2339.0 450.0 2384.0 451.0 2437.0 GR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION PIS SECTION 288 +70 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 8 .0S 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 NH 1605.0 .040 1842.0 .035 2384.0 .040 2599.0 ET 7.1 1215.0 2578.64 Xl 28492 32.0 1215.0 1605.0 406 307 324 GR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 GR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 GR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 GR 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 GR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 GR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 GR 455.0 2576.0 460.0 2599.0 NH 10 .05 1321.0 .04 1537.0 .065 1576.0 .04 1643.0 .07 NH 1689.0 .040 1830.0 .035 1945.0 .040 2150.0 .035 2350.0 .04 NH 2543.0 ET 7.1 1280.0 2516.67 X1 28720 40.0 1280.0 1689.0 173 338 228 GR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 GR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 GR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 GR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 GR 450.0 1746.0 449.0 1758.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 GR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 GR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 GR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 NH 6 .05 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 NH 1699.0 .040 2703.0 ET 2526 2.1 7.1 1289.0 2526.00 X1 28890 45.0 1289.0 1696.0 153 194 170 GR 462.0 1289.0 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 GR 437.71 1433.0 450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 GR 459.0 1564.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 GR 437.1 1637.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 GR 460.0 1709.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 GR 448.0 1802.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 GR 450.0 2253.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 GR 451.0 2457.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 GR 456.5 2555.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 APPROXIMATE LOCATION FIS SECTION 296 +10 NH 4 .05 1318.0 .04 1542.0 .07 1654.0 .040 2490.0 ET 7.1 1264.0 2359.22 X1 29124 29 1264.0 1620.0 161 337 234 GR 462.0 1264.0 460.0 1272.0 455.0 1293.0 450.0 1318.0 437.83 1367.0 GR 437.83 1409.0 449.5 1456.0 437.4 1488.0 437.6 1512.0 450.0 1542.0 GR 455.0 1577.0 459.0 1620.0 459.0 1654.0 455.0 1673.0 451.0 1693.0 GR 450.5 1705.0 451.0 1715.0 452.0 1755.0 453.0 1846.0 453.8 2015.0 GR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 453.0 2333.0 26AUG99 13:02:00 GR 454.0 2340.0 455.0 2345.0 NH 10 .05 1219.0 .04 NH 1620.0 .040 1735.0 .040 NH 2777.0 ET X1 29651 48.0 1168.0 1615.0 GR 462.0 1168.0 460.0 1176.0 GR 438.06 1320.0 450.0 1368.0 GR 458.0 1471.0 455.0 1497.0 GR 450.0 1597.0 455.0 1605.0 GR 455.0 1625.0 450.0 1670.0 GR 450.8 1932.0 450.0 2102.0 GR 449.9 2162.0 450.0 2170.0 GR 458.0 2403.0 455.0 2486.0 GR 457.0 2558.0 455.0 2566.0 GR 459.0 2604.0 459.0 2772.0 NH 10 .05 1175.0 .04 NH 1654.0 .040 1770.0 .035 NH 2771.0 ET X1 29831 47 1147.0 1570.0 GR 462.0 1147.0 460.0 1155.0 GR 438.14 1296.0 450.0 1343.0 GR 460.0 1421.0 459.0 1444.0 GR 439.3 1518.0 450.0 1543.0 GR 459.8 1586.0 455.0 1607.0 GR 449.0 1735.0 447.9 1770.0 GR 457.0 2139.0 458.0 2239.0 GR 458.0 2388.0 455.0 2396.0 GR 459.0 2434.0 459.0 2476.0 GR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION FIS SECTION 305 +70 NH 8 .OS 1176.0 .04 NH 1672.0 .045 1940.0 .035 ET X1 30027 34 1128.0 1525.0 GR 462.0 1128.0 460.0 1136.0 GR 438.23 1267.0 450.0 1314.0 GR 450.0 1420.0 439.8 1434.0 GR 460.0 1525.0 460.5 1548.0 GR 459.0 1740.0 457.0 1758.0 GR 450.0 1908.0 447.9 1940.0 GR 454.0 2116.0 455.0 2131.0 NH 9 .05 1095.0 .04 NH 1668.0 .045 1694.0 .07 ET Corrected - Floodway PAGE 5 459.0 2426.0 460.0 2490.0 1410.0 .065 1529.0 .04 1597.0 .07 1780.0 .040 2486.0 .075 2604.0 .045 7.1 1168.0 2590.89 600 404 527 455.0 1196.0 450.0 1219.0 438.06 1267.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 460.0 2777.0 1421.0 .065 1480.0 .04 1543.0 .07 2090.0 .045 2396.0 .075 2434.0 .045 7.1 1147.0 2421.32 171 197 180 455.0 1175.0 450.0 1197.0 438.14 1244.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 1314.0 .065 1420.0 .04 1476.0 .07 1975.0 .045 2190.0 7.1 1128.0 2140.64 148 299 196 455.0 1156.0 450.0 1176.0 438.23 1223.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 459.0 2159.0 460.0 2190.0 1225.0 .065 1320.0 .04 1377.0 .07 1951.0 .045 1977.0 .07 2150.0 7.1 1045.0 1994.78 Corrected - Floodway PAGE 6 371 26AUG99 13:02:00 X1 30384 46.0 1045.0 1447.0 GR 462.0 1045.0 460.0 1053.0 GR 438.14 1178.0 450.0 1225.0 GR 455.0 1307.0 450.0 1320.0 GR 450.0 1377.0 455.0 1391.0 GR 460.0 1504.0 460.0 1570.0 GR 450.0 1668.0 445.0 1673.0 GR 460.0 1716.0 460.0 1756.0 GR 458.0 1888.0 455.0 1930.0 GR 450.0 1977.0 455.0 1982.0 GR 460.0 2150.0 458.0 2096.0 APPROXIMATE LOCATION FIS SECTION 312 +30 NH 10 .05 1063 .04 NH 1469 .045 1496 .07 NH 2395 269 ET 220 X1 30604 49 1014 1350 GR 461.0 1014 460.0 1022 GR 438.55 1141 450.0 1187 GR 450.0 1244 449.0 1247 GR 446.0 1295 447.0 1297 GR 461.0 1350 461.0 1454 GR 446.0 1473 446.0 1488 GR 461.0 1582 461.0 1601 GR 452.0 1751 455.0 1796 GR 450.0 1876 447.0 1885 GR 456.0 2048 458.0 2191 NH 7.0 .0500 1093.0 .0400 NH 2157 .0450 2173 .0700 ET 2504.0 X1 30958 33 1048.0 1285.0 GR 461.0 1048.0 460.0 1056.0 GR 438.55 1142.0 450.0 1183.0 GR 465.3 1298.0 450.0 1346.0 GR 448.0 1496.0 448.0 1636.0 GR 451.0 1940.0 453.0 1987.0 GR 455.0 2146.0 448.0 2157.0 GR 457.0 2232.0 459.0 2380.0 NH 7.0 .0500 1094.0 .0400 NH 2103.0 .0450 2124.0 .0700 ET 2504.0 X1 31335 32 1037.0 1204.0 GR 461.0 1037.0 460.0 1045.0 GR 438.55 1140.0 450.0 1176.0 GR 461.0 1228.0 460.0 1231.0 GR 453.0 1342.0 453.0 1396.0 GR 456.0 1739.0 456.0 1889.0 GR 449.0 2103.0 449.0 2117.0 GR 460.0 2180.0 461.0 2193.0 Corrected - Floodway PAGE 6 371 410 357 455.0 1073.0 450.0 1095.0 438.14 1142.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 1187 .065 1247 .04 1301 .07 1601 .040 1831 .045 1895 0.07 7.1 1014 2149.69 269 319 220 455.0 1042 450.0 1063 438.55 1109 455.0 1211 455.8 1220 455.0 1230 448.0 1273 447.0 1276 446.0 1282 450.0 1301 455.0 1316 460.0 1340 460.0 1457 455.0 1464 450.0 1469 450.0 1496 455.0 1506 460.0 1527 460.0 1618 455.0 1653 452.0 1730 458.0 1831 458.0 1863 455.0 1867 447.0 1895 450.0 1898 455.0 1917 459.0 2247 461.0 2395 1183.0 .0700 1346.0 .0400 2028.0 .0700 2504.0 7.1 1048.0 2300.64 303 302 354 455.0 1076.0 450.0 1093.0 438.55 1134.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 461.0 2504.0 1176.0 .0700 1283.0 .040 2090.0 .0700 2193.0 7.1 1037.0 2171.32 377 344 377 455.0 1065.0 450.0 1094.0 438.55 1130.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 END AHH CROSS SECTION Corrected - Floodway 26AUG99 13:02:00 PAGE 7 CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. NC .055 .055 .035 .5 .7 ET 3040. 6180. 2.1 7.1 3040. 4400. X1 32150 40 3400 3525 160 180 170 GR 470 1000 461 1600 461 1800 458 2000 459 2100 GR 457 2200 457 2220 459 2320 456.5 2620 455 2640 GR 457 2650 456.5 2680 459 2900 459 3100 460 3200 GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 GR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GR 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720 GR 461 5110 462 5200 462 5460 464 5800 470 6180 NC 0.055 0.055 0.015 0.0 0.0 0. 0. 0. 0. 0. NH 5. .055 3390.5 .015 3539.5 .055 4366. .02 4411. .05 NH 5734. ET 0. 3050. 6260. 2.1 7.1 3050. 4440. 0. 0. X1 32200. 62. 3390.5 3539.5 50. 50. 50. 0. 0. 0. BT -9. 3380. 465. 463. 3552. 465. 463. 3600. 466. BT 3740. 464. 3880. 463.6 3960. 464. BT 4190. 466. 4340. 466.9 465.4 4411. 466.8 465.4 GR 472. 900. 467. 1310. 462. 1700. 460.5 2000. 461.5 2200, GR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430. 459.5 2520. GR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000. 462. 3280. GR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425. 446.5 3432. GR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455. 435. 3475. GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498. 450.0 3505. GR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600. 464. 3740. GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. 465.4 4340. GR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366. GR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397. GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411. 466.8 4434. GR 465.7 4534. 465.1 4634. 464. 4734. 463.2 4834. 463.5 4934. GR 464.4 5014. 466. 5734. ET 0. 3050. 6260. 2.1 7.1 3050. 4440. 0. 0. X1 32230. 0. 0. 0. 50. 50. 50. 0. 0. 0. X2 0. 0. 0. 1. QT 8. 14900. 14900. 14900. 14900. 14900. 14900. 14900. 14900. NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. 0. 0. ET 0. 3040. 6180. 2.1 7.1 3040. 4400. 0. 0. Xi 32250. 41. 3400. 3525. 1. 1. 1. GR 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100. GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620. 455. 2640. GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200. GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. GR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525. GR 461.5 3650. 458. 3920. 459. 3980. 458. 4240. 456. 4280. GR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400. 458. 4520. Corrected - Floodway PAGE 8 26AUG99 13:02:00 GR 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800. 3R 470. 6180. 0. 0. 0. 0. 0. 0. 0. 0. vH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. ET 0. 0.0 0.0 0.0 7.1 1825. 3316. {1 32305. 53. 2110. 2325. 55. 55. 55. 3R 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. 3R 464. 1975, 465. 2045. 465. 2110. 464. 2125. 463. 2140. 3R 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. 3R 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NH 3840. 0.050 3960. ET 0. 0.0 0.0 0.0 7.1 1634. 3632. X1 32725. 53. 1940. 2150. 380. 520. 420. GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 3R 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285. OR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460, 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2080. 455. 2090. 460_ 2124. 461. 2150. 3R 461. 2165, 461. 2500. 463. 2700. 463. 2805. 460. 2885. 3R 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. 3R 464. 3875. 465. 3890. 470. 3960. QT 8. 14900. 14900. 14900. 14900. 14900. 14900. 14900. 14900. NH 5. 0.050 1305.9 0.055 1420.6 0.060 1752. 0.045 1960. 0.055 NH 3560. ET 0. 0.0 0.0 0.0 7.1 1390. 1960. K1 33145. 42. 1390. 1960. 385. 290. 420. X3 10. GR 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. GR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 3R 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. 3R 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. GR 450. 1825. 445. 1835. 440. 1848. 439. 1852. 438.4 1862. GR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. GR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. GR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. GR 462. 3510. 470. 3560. PAGE 8 26AUG99 13:02:00 NH 4. 0.055 1310.0 0.060 1360. ET 0. 0.0 0.0 0.0 325. X1 33470. 43. 1135. 1603. 315. X3 10. 1135. 453. 1220. 462. GR 470. 0.0 465. 0.0 465. GR 459.72 976.00 460.0 1010. 460.2 GR 462. 1360. 461, 1382. 460. GR 445. 1432. 440. 1460. 439. GR 440. 1491. 445. 1510. 450. GR 461. 1580. 462. 1592. 463. GR 456.2 1650. 454. 1670. 454. GR 460. 1815. 460. 1965. 458. GR 461.2 2245. 461. 2515. 466. NH 5. 0.055 1201. 0.060 1280. NH 1845. 452. 1075. 452. 1075. ET 0. 0.0 0.0 0.0 1337. X1 34260. 34. 868. 1520. 830. X3 10. 0. 0. 0. 0. GR 470. 0.0 465. 0.0 465. GR 452. 1000.0 451.5 1037.5 452. GR 453. 1166.4 461.64 1201.0 461.0 GR 450. 1319. 445. 1328. 440. GR 439. 1350. 440. 1357. 445. GR 460. 1392. 461. 1415. 462. GR 461. 1620. 461. 1825. 462. NH 5. 0.050 648. 0.055 1005. NH 1575. 467. 1575. 7.1 660. ET 0. 0.0 0.0 0.0 .045 X1 34850. 25. 1310. 1533. 520. X3 10. 0. 0. 0. 0. GR 465. 0.0 465. 648. 461. GR 462.0 1038. 463. 1210. 464. GR 455. 1341. 450. 1380. 445. GR 440. 1410. 445. 1428. 450. GR 462. 1484. 464. 1533. 465. ET 0. 0.0 0.0 0.0 NH 5. .050 355. .055 1005. NH 1575. X1 34950. 28. 1310. 1520. 110. GR 470. -380. 465. -380. 464. GR 463.48 0. 463. 62. 462. GR 462. 1038. 463. 1210. 464. GR 455. 1341. 450. 1380. 445. GR 440. 1410. 445. 1428. 450. GR 464. 1520. 466. 1560. 467. Corrected - Floodway 0.045 1603. 0.055 2537. 7.1 1135. 1603. 260. 325. 958.00 465.00 959.00 465. 960.00 1135. 453. 1220. 462. 1310. 1391. 455. 1419. 450. 1432. 1465. 439.5 1475. 439. 1485. 1520. 455. 1534. 460. 1565. 1603. 460. 1609. 460. 1628. 1745. 456.2 1765. 458. 1785. 2005. 458. 2065. 460. 2100. 2537. 0.045 1392. 0.055 1825. 0.050 7.1 868. 1480. 250. 790. 0. 0. 0. 0. 0. 853. 461.2 868. 453. 900.8 1075. 452. 1075. 452. 1075. 1280. 460. 1291. 455. 1304. 1337. 439. 1340. 438.8 1345. 1363. 450. 1372. 455. 1381. 1445. 463. 1472. 464. 1520. 1830. 466. 1845. 0.060 1310. 0.045 1533. 0.055 7.1 660. 1500. 640. 590. 0.0 0.0 0.0 0. 0. 0. 0. 0. 660. 461. 660. 461. 1005. 1270. 464.3 1310. 460. 1338. 1388. 440. 1390. 439.3 1394. 1435. 455. 1442. 460. 1470. 1548. 466. 1560. 467. 1575. 7.1 660. 1520. .060 1310. .045 1520. .055 90. 100. -260. 463. -240. 463. -70. 190. 461. 355. 461. 1005. 1270. 464.3 1310. 460. 1338. 1388. 440. 1390. 439.3 1394. 1435. 455. 1442. 460. 1465. 1575. PAGE 9 Corrected - Floodway 26AUG99 13:02:00 ET 0. 0.0 0.0 0.0 7.1 2700 NH 5. .050 1370. .055 2057. .060 3106. NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES /DAI 12/98 X1 35700 30 3106 3233 750 750 750 GR 470.00 1000 468.00 1250 465.60 1370 463.20 GR 463.10 2057 462.00 2127 460.40 2331 460.40 GR 462.00 2962 460.00 3106 458.00 3127 450.00 GR 439.50 3188 444.00 3219 450.00 3223 460.00 GR 462.50 3303 460.30 3348 462.00 3401 464.00 GR 467.20 3549 468.00 3678 469.00 3815 470.00 ET 0. 0.0 0.0 0.0 7.1 2825 NH 5. .060 2260. .055 2720. .060 3028. NH 3550. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO GR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERBANK LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO AND INEFF. FLOW AREA. RES /DA X1 36250 29 3028 3170 530 530 550 GR 472.00 1000 470.00 1000 468.00 1150 467.30 GR 464.00 2140 464.80 2260 462.00 2460 460.70 GR 464.70 2720 464.00 2903 462.00 2965 460.00 GR 450.00 3051 444.00 3055 439.80 3086 444.00 GR 460.00 3138 462.00 3150 462.00 3170 448.00 GR 463.00 3495 463.00 3505 468.00 3550 472.00 QT 8. 15600. 15600. 15600. 15600. 15600. 15600. ET 0. 0.0 0.0 0.0 7.1 2900. NC .1 .3 0. 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2900. NH 3960. 0.050 4070. 0. 0. 0. 0. LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES /DAI 12/98 EXIS. POND IN RT. OVERBANK X1 36970. 36. 2900. 3060. 600. 600. 720. GR 483. 1000. 477.5 1050. 475. 1200. 475. GR 466. 2530. 462. 2620. 462. 2750. 463.5 GR 465. 2900. 458. 2930. 453.5 2930. 444. GR 442.7 2970. 450.6 2975. 454. 2985. 456. GR 463.3 3200. 462. 3300. 462. 3400. 464. GR 463.0 3645. 460. 3658. 457. 3690. 457. GR 463.0 3790 465. 3815. 468.5 3835. 469. GR 473. 4070. ET 7.1 1780 NH 4 .055 1876 .045 2160 .055 2400 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 PAGE 10 3400 045 3233. .055 1754 462.20 1940 2471 462.00 2524 3153 444.00 3158 3233 462.00 3273 3426 467.00 3428 3957 472.00 4220 3525 15600. 045 3170. .040 1500 467.00 2100 2500 460.70 2600 2993 458.00 3028 3116 450.00 3123 3250 448.00 3470 3550 15600. 15600. 3835. 0. 0. 0. 0.045 3060. 0.060 0. 0. 0. 1430. 470. 2330. 2800. 462. 2850. 2930. 440. 2937. 2990. 462. 3060. 3430. 464.5 3570. -3730. 460. 3765. 3960. 469. 3990. 2710 .040 2730 Corrected - Floodway 26AUG99 13:02:00 PAGE 11 X1 37600 21 1876 2160 550 350 630 GR 468 1601 468 1601 466 1628 464 1669 462 1876 GR 460 1924 455 2038 450 2058 445 2065 440 2105 GR 445 2120 460 2160 460 2400 460 2400 461 2570 GR 462 2610 461 2650 458 2680 452 2700 452 2730 GR 470 2730 ET 7.1 1630 2430 NH 4 .055 2068 .045 2135 .055 2185 .040 2455 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 37800 24 2024 2185 70 100 200 GR 470 1046 468 1392 466 1422 464 1470 462.3 1660 GR 464 1892 464 2024 462 2032 460 2042 450 2068 GR 445 2077 440 2100 445 2125 450 2135 460 2185 GR 461 2215 457 2260 451 2280 451 2360 457 2380 GR 459.7 2400 464 2401 464 2455 470 2455 ET 7.1 1700 2520 NH 4 .06 2142 .045 2260 .04 2320 .040 2570 SECTION ADDED FROM TOPO, AS -BLT SURVEY. RES 12/14/98 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 37990 28 2133 2260 210 280 190 GR 468 1425 466 1498 464 1586 462 1778 464 1897 GR 466 2018 466 2090 464 2133 462 2142 460 2155 GR 450 2170 444 2175 441 2200 444 2208 450 2220 GR 460 2250 462 2260 462 2260 462 2320 459 2345 GR 457 2370 451 2390 451 2455 458 2475 460 2475 GR 463 2525 464 2570 473 2570 ET 7.1 1700 2530 NH 4 .06 2089 .045 2260 .055 2260 .04 2595 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 38050 31 2089 2260 60 60 60 GR 468 1509 466 1545 464 1567 462 1590 462 1809 GR 464 1893 466 1987 468 2072 468 2089 466 2118 GR 464 2130 462 2140 460 2148 450 2176 444 2180 GR 441 2200 444 2208 450 2220 460 2250 462 2260 GR 462 2260 462 2320 459 2345 457 2365 451 2385 GR 451 2480 457 2505 459 2540 464 2575 464 2595 GR 473 2595 ET 7.1 1751. 2600. NH 4 .06 2117 .045 2270 .055 2295 .045 2640 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 38200 34 2117 2270 150 150 150 GR 468 1555 466 1583 464 1627 462 1666 460 1741 GR 460 1847 462 1876 464 1951 466 2018 468 2065 GR 468 2117 460 2135 450 2157 444 2163 441 2185 GR 444 2200 450 2215 460 2255 462 2270 462 2295 GR 462 2330 457 2375 451 2395 451 2410 457 2425 GR 464 2465 464 2480 457 2530 451 2550 451 2570 Corrected - Floodway 26AUG99 13:02:00 PAGE 12 GR 457 2588 459 2605 464 2640 473 2640 ET 7.1 1810 2610 NH 6. .06 1901 .05 2069 .06 2103 .045 2225 .05 NH 2300 .045 2620 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 38550. 36 2103 2225 340 330 350 GR 468 1415 466.3 1521 468 1580 469 1614 468 1659 GR 466 1688 464 1730 462 1754 460 1774 460 1901 GR 462 1919 464 1964 466 2027 468 2069 468 2103 GR 466 2107 464 2120 462 2130 460 2139 444 2160 GR 441.2 2190 444 2205 460 2225 461.2 2300 457 2355 GR 457 2450 460 2480 457 2505 451 2525 451 2555 GR 457 2575 459 2595 462 2610 462 2610 463 2620 GR 473 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 5 .05 1249 .055 1506 .045 1675 .055 2175 .05 NH 2310 ET 1360 2064 2.1 7.1 1360. 2064. X1 39290 28 1506 1675 600 800 740 GR 468 977 466 1199 464 1249 462 1301 460 1309 GR 460 1328 462 1359 464 1404 466 1430 466 1506 GR 460 1537 450 1553 445 1565 441.88 1580 445 1600 GR 450 1615 460 1675 460 1710 458 1750 458 1950 GR 460 2000 462 2150 464 2175 466 2180 468 2190 GR 470 2200 472 2240 474 2310 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 NH 4710. 0.055 6040. 0. 0. 0. 0. 0. 0. 0. ET 0. 3921 4514 2.1 7.1 3921. 4514. X1 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. GR 464. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1090 .05 2380 .055 3760 .045 4670 .05 NH 4950 .055 6200 ET 3880 4505 2.1 7.1 3887.8 4447.8 Corrected - Floodway 26AUG99 13:02:00 PAGE 13 X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 GR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 GR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 GR 495 5940 499 6120 500 6200 QT 8 15400 15400 15400 15400 15400 15400 15400 15400 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 ET 3900 4600 2.1 7.1 3989.26 4465.4 X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. BMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 ET 7.1 1280 1680 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 QT 8 10200 10200 10200 10200 10200 10200 10200 10200 NC RECORD ADDED FOR S.H. 121 NC .1 .3 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 ET 7.1 4546.9 5045.9 X1 40650 32 4730 4815 1000 400 700 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 Corrected - Floodway 26AUG99 13:02:00 PAGE 14 QT 8 9800 9800 9800 9800 9800 9800 9800 9800 NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 ET 7.1 1739 3039 X1 46000 32 2370 2445 5700 2900 7350 GR S03 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 GR 46S.S 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 GR 498.4 5020 501.5 5200 QT 8 9400 9400 9400 9400 9400 9400 9400 9400 NH 6 .05 1400 .05 2930 .055 4160 .045 4S15 .058 NH 4585 .06 5420 ET 7.1 3915 4515 X1 513SO 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 GR 482 4615 484 4675 498 5215 500 5330 505.5 5420 NH 6 .05 1300 .05S 3400 .05 5570 .045 S670 .058 NH 6120 .05S 6230 ET 7.1 4470 5670 X1 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 474 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 NH 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 ET 7.1 3590 4340 X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 487 1300 484 1500 486 1550 GR 489 1900 480 2000 475 2500 475 2600 471 3000 GR 472 3600 472 3900 473 4000 476 4240 470 4250 GR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 GR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 ET 7.1 3665 4415 Corrected - Floodway 26AUG99 13:02:00 PAGE 15 X1 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 - GR 476 4630 500 4760 502 4800 Corrected - Floodway 26AUG99 13:02:00 PAGE 16 T1 DENTON CREEK - SCHREIBER TRACT CORRECTED EFFECTIVE 7/99 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS W/ FLOODWAY T3 DENTON CREEK, TEXAS FILE: DCFWCOR.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 6 0 0 0 0 0 0 454.11 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 Corrected - Floodway 26AUG99 13:02:00 PAGE 17 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 THIS RUN EXECUTED 26AUG99 13:02:01 NOTE- ASTERISK ( *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 25530.000 453.52 .00 454.25 235.67 .00 20600.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 25530.000 454.11 .59 454.78 240.13 .00 20600.00 .00 249.00 2494.00 2495.20 2742.67 2743.00 25770.000 453.97 .00 454.44 272.69 .00 20600.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 25770.000 454.51 .54 454.95 276.63 .00 20600.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 26830.000 454.69 .00 455.09 1199.25 .00 18285.60 3014.40 2581.00 2619.00 2619.58 3100.00 5200.00 26830.000 455.08 .39 455.64 438.77 .00 21020.09 279.91 580.42 2619.58 2619.58 3100.00 3200.00 26880.000 454.71 .00 455.17 1173.21 .00 20894.04 405.96 .00 .00 1012.00 1585.00 .00 26880.000 455.38 .67 455.73 1313.36 .00 19816.87 1483.13 1656.71 1012.00 1012.00 1585.00 2668.71 27165.000 455.24 .00 455.35 1418.55 .00 7005.48 14294.52 .00 .00 985.00 1308.00 .00 * 27165.000 455.80 .56 455.89 1428.82 .00 6509.82 14790.18 1625.10 985.00 985.00 1308.00 2610.10 27449.000 455.35 .00 455.43 1551.59 .00 6474.64 14825.36 .00 .00 1014.00 1534.00 .00 27449.000 455.89 .53 455.95 1603.13 .00 5825.05 15474.95 1722.39 1014.00 1014.00 1534.00 2736.39 27748.000 455.42 .00 455.49 1445.81 .00 6740.86 14559.14 .00 .00 1071.00 1606.00 .00 27748.000 455.95 .52 456.00 1465.06 .00 6306.32 14993.68 1696.54 1071.00 1071.00 1606.00 2767.54 27992.000 455.48 .00 455.55 1344.42 .00 8458.92 12841.08 .00 .00 1041.00 1543.00 .00 27992.000 455.99 .51 456.05 1356.80 .00 8052.81 13247.19 1548.88 1041.00 1041.00 1543.00 2589.88 28168.000 455.53 .00 455.59 1313.08 .00 5923.54 15376.46 .00 .00 1021.00 1419.00 .00 28168.000 456.03 .50 456.09 1332.72 .00 5618.06 15681.94 1449.91 1021.00 1021.00 1419.00 2470.91 28492.000 455.57 .00 455.64 1220.21 .00 6096.39 15203.61 .00 .00 1215.00 1605.00 .00 28492.000 456.07 .50 456.13 1239.28 .00 5792.10 15507.90 1363.64 1215.00 1215.00 1605.00 2578.64 28720.000 455.62 .00 455.71 1095.73 .00 7338.39 13961.61 .00 .00 1280.00 1689.00 .00 28720.000 456.11 .49 456.19 1108.64 .00 7047.87 14252.13 1236.67 1280.00 1280.00 1689.00 2516.67 Corrected - Floodway 26AUG99 13 :02:00 PAGE 18 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR * 28890.000 455.65 .00 455.78 1077.66 .00 9353.64 11946.36 2526.00 .00 1289.00 1696.00 2526.00 * 28890.000 456.13 .49 456.25 1091.73 .00 8838.48 12461.52 1237.00 1289.00 1289.00 1696.00 2526.00 29124.000 455.70 .00 456.03 984.06 .00 16547.19 4752.81 .00 .00 1264.00 1620.00 .00 29124.000 456.19 .49 456.46 993.63 .00 15734.20 5565.80 1095.22 1264.00 1264.00 1620.00 2359.22 29651.000 456.24 .00 456.39 1020.00 .00 11744.22 9555.78 .00 .00 1168.00 1615.00 .00 29651.000 456.62 .38 456.76 1047.29 .00 11378.35 9921.65 1422.89 1168.00 1168.00 1615.00 2590.89 29831.000 456.33 .00 456.48 857.57 .00 10000.05 11299.95 .00 .00 1147.00 1570.00 .00 29831.000 456.70 .37 456.83 867.61 .00 9792.25 11507.75 1274.32 1147.00 1147.00 1570.00 2421.32 * 30027.000 456.38 .00 456.67 680.98 .00 13549.02 7750.98 .00 .00 1128.00 1525.00 .00 * 30027.000 456.74 .36 457.00 700.64 .00 13206.31 8093.69 1012.64 1128.00 1128.00 1525.00 2140.64 30384.000 456.74 .00 457.32 429.26 .00 17098.64 4201.36 .00 .00 1045.00 1447.00 .00 30384.000 457.07 .32 457.60 441.98 .00 17010.75 4289.25 949.78 1045.00 1045.00 1447.00 1994.78 30604.000 457.42 .00 457.80 825.02 .00 14980.47 6319.53 .00 .00 1014.00 1350.00 .00 30604.000 457.69 .27 458.04 834.36 .00 14755.85 6544.15 1135.69 1014.00 1014.00 1350.00 2149.69 * 30958.000 457.93 .00 458.04 1140.63 .00 3542.99 17757.01 .00 .00 1048.00 1285.00 .00 * 30958.000 458.15 .22 458.26 1146.62 .00 3471.52 17828.48 1252.64 1048.00 1048.00 1285.00 2300.64 * 31335.000 457.83 .00 458.49 1022.21 .00 11147.37 10152.63 .00 .00 1037.00 1204.00 .00 * 31335.000 458.09 .26 458.65 1059.21 .00 10593.17 10706.83 1134.32 1037.00 1037.00 1204.00 2171.32 32150.000 457.91 .00 459.64 375.99 .00 20414.29 885.70 3140.00 3040.00 3400.00 3525.00 6180.00 32150.000 458.12 .21 459.79 328.64 .00 20335.43 964.56 1360.00 3040.00 3400.00 3525.00 4400.00 32200.000 457.71 .00 460.36 165.96 .00 19803.74 1496.26 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 457.93 .22 460.47 168.18 .00 19761.06 1538.94 1390.00 3050.00 3390.50 3539.50 4440.00 32230.000 457.91 .00 460.46 168.00 .00 19764.42 1535.58 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 458.10 .19 460.57 169.91 .00 19728.49 1571.51 1390.00 3050.00 3390.50 3539.50 4440.00 32250.000 460.31 .00 460.68 1263.17 116.95 11910.53 2872.52 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 460.36 .05 460.77 998.25 128.70 12338.01 2433.29 1360.00 3040.00 3400.00 3525.00 4400.00 * 32305.000 460.15 .00 460.85 506.02 .00 11155.87 3744.13 .00 .00 2110.00 2325.00 .00 * 32305.000 460.17 .02 460.96 479.26 .00 11684.26 3215.74 1491.00 1825.00 2110.00 2325.00 3316.00 * 32725.000 461.24 .00 461.35 2160.90 5098.79 6434.68 3366.53 .00 .00 1940.00 2150.00 .00 * 32725.000 461.39 .15 461.52 1620.52 4469.34 7048.58 3382.07 1998.00 1634.00 1940.00 2150.00 3632.00 * 33145.000 461.44 .00 461.67 500.04 58.17 14841.83 .00 .00 .00 1390.00 1960.00 .00 33145.000 461.63 .19 461.85 427.88 .00 14900.00 .00 570.00 1390.00 1390.00 1960.00 1960.00 33470.000 461.72 .00 462.06 559.63 342.60 14557.40 .00 .00 .00 1135.00 1603.00 .00 33470.000 461.89 .17 462.23 402.00 .00 14900.00 .00 468.00 1135.00 1135.00 1603.00 1603.00 Corrected - Floodway 26AUG99 13:02:00 SECNO 34260.000 34260.000 * 34850.000 * 34850.000 * 34950.000 34950.000 * 35700.000 * 35700.000 * 36250.000 * 36250.000 * 36970.000 * 36970.000 * 37600.000 * 37600.000 37800.000 37800.000 37990.000 37990.000 38050.000 38050.000 38200.000 38200.000 38550.000 38550.000 39290.000 39290.000 * 39440.000 * 39440.000 * 39490.000 * 39490.000 39540.000 39540.000 39940.000 39940.000 CWSEL 462.54 462.84 462.56 463.03 463.65 463.85 464.39 464.81 464.69 465.31 464.59 465.22 465.28 465.84 465.29 465.85 465.35 465.89 465.45 465.96 465.52 466.04 465.65 466.18 465.96 466.45 465.63 466.17 466.77 467.10 466.66 466.88 467.24 467.65 DIFKWS .00 .30 .00 .47 .00 .20 .00 .42 .00 .62 .00 .63 .00 .56 .00 .56 .00 .54 .00 .52 .00 .52 .00 .52 .00 .49 .00 .55 .00 .34 .00 .22 .00 .41 EG TOPWID QLOB QCH QROB 462.70 596.93 1.75 14898.25 .00 462.98 599.64 .00 14900.00 .00 463.68 176.52 .00 14900.00 .00 464.06 181.77 .00 14900.00 .00 463.97 1702.77 4532.32 10367.68 .00 464.34 806.21 2706.52 12193.48 .00 464.63 1863.15 4424.75 9735.34 739.91 465.23 700.00 1995.43 11890.42 1014.15 464.75 1362.09 786.99 3808.68 10304.33 465.37 700.00 330.82 3933.59 10635.59 465.03 1239.73 1035.35 10544.68 4019.98 465.62 916.26 .00 10628.39 4971.61 465.38 1087.29 392.06 9313.90 5894.04 465.93 930.00 321.65 9628.28 5650.07 465.45 1015.96 872.88 7107.08 7620.04 465.99 800.00 850.21 7056.29 7693.50 465.57 918.84 794.33 6486.30 8319.37 466.10 738.99 774.03 6474.23 8351.74 465.60 883.50 1046.67 5137.44 9415.88 466.13 696.95 762.16 5364.43 9473.40 465.66 925.62 1774.58 6980.26 6845.16 466.19 746.60 1332.61 7255.67 7011.72 465.78 831.17 1547.01 5861.54 8191.45 466.30 723.92 1176.20 5860.08 8563.73 466.14 627.21 169.36 9035.09 6395.56 466.61 704.00 221.20 8822.63 6556.17 466.82 444.91 350.92 14331.59 917.49 467.19 473.99 483.27 13905.95 1210.78 467.14 405.27 1021.36 14578.64 .00 467.45 404.91 1049.83 14550.17 .00 467.37 607.14 732.56 12447.68 2219.76 467.80 394.86 119.86 13786.63 1493.52 467.92 617.79 1757.17 11338.15 2304.68 468.44 400.00 1389.75 12148.47 1861.78 PAGE 19 PERENC STENCL STCHL STCHR STENCR .00 .00 612.00 868.00 .00 .00 840.00 660.00 .00 .00 860.00 660.00 .00 .00 700.00 2700.00 .00 .00 700.00 2825.00 .00 .00 935.00 2900.00 .00 .00 930.00 1780.00 .00 .00 800.00 1630.00 .00 .00 820.00 1700.00 .00 .00 830.00 1700.00 .00 .00 849.00 1751.00 .00 .00 800.00 1810.00 704.00 1360.00 704.00 1360.00 593.00 3921.00 593.00 3921.00 625.00 3880.00 560.00 3887.80 700.00 3900.00 476.14 3989.26 .00 .00 400.00 1280.00 868.00 868.00 1310.00 1310.00 1310.00 1310.00 3106.00 3106.00 3028.00 3028.00 2900.00 2900.00 1876.00 1876.00 2024.00 2024.00 2133.00 2133.00 2089.00 2089.00 2117.00 2117.00 2103.00 2103.00 1506.00 1506.00 4040.00 4040.00 4030.00 4030.00 4040.00 4040.00 1420.00 1420.00 1520.00 .00 1520.00 1480.00 1533.00 .00 1533.00 1500.00 1520.00 .00 1520.00 1520.00 3233.00 .00 3233.00 3400.00 3170.00 .00 3170.00 3525.00 3060.00 .00 3060.00 3835.00 2160.00 .00 2160.00 2710.00 2185.00 .00 2185.00 2430.00 2260.00 .00 2260.00 2520.00 2260.00 .00 2260.00 2530.00 2270.00 .00 2270.00 2600.00 2225.00 .00 2225.00 2610.00 1675.00 2064.00 1675.00 2064.00 4150.00 4514.00 4150.00 4514.00 4310.00 4505.00 4310.00 4447.80 4150.00 4600.00 4150.00 4465.40 1500.00 .00 1500.00 1680.00 26AUG99 13:02:00 SECNO CWSEL DIFKWS 40650.000 468.30 .00 40650.000 468.82 .53 48000.000 470.71 .00 48000.000 471.20 .49 51350.000 472.01 .00 * 51350.000 472.54 .53 * 53350.000 472.57 .00 * 53350.000 473.31 .74 * 55590.000 473.25 .00 * 55590.000 474.10 .85 56940.000 474.50 .00 56940.000 475.41 .91 Corrected - Floodway PAGE 20 EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 468.52 830.27 1123.00 6814.56 469.08 499.00 894.18 7233.67 470.80 1540.86 3519.66 4240.43 471.29 1300.00 3549.52 4247.08 472.09 1439.33 2844.88 6550.71 472.69 600.00 688.76 8711.24 472.69 2190.29 3187.05 6147.58 473.47 891.80 2473.50 6926.50 473.68 1413.43 1871.00 7508.05 474.61 595.02 1100.51 8299.49 474.79 1467.87 2738.14 6634.34 475.72 631.03 2403.14 6996.86 2262.44 .00 2072.16 499.00 2039.91 .00 2003.40 1300.00 4.41 .00 .00 600.00 65.36 .00 .00 1200.00 20.95 .00 .00 750.00 27.52 .00 .00 750.00 .00 4546.90 .00 1739.00 .00 3915.00 .00 4470.00 .00 3590.00 .00 3665.00 4730.00 4815.00 .00 4730.00 4815.00 5045.90 2370.00 2445.00 .00 2370.00 2445.00 3039.00 4160.00 4515.00 .00 4160.00 4515.00 4515.00 5570.00 5670.00 .00 5570.00 5670.00 5670.00 4250.00 4340.00 .00 4250.00 4340.00 4340.00 4335.00 4415.00 .00 4335.00 4415.00 4415.00 Corrected - Floodway 26AUG99 13:02:00 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 PAGE 21 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 25530.000 .00 .00 .00 434.40 20600.00 453.52 .00 454.25 9.06 6.86 3000.97 6843.65 25530.000 .00 .00 .00 434.40 20600.00 454.11 .00 454.78 7.98 6.56 3141.22 7292.26 25770.000 240.00 .00 .00 434.60 20600.00 453.97 .00 454.44 5.25 5.50 3742.11 8992.90 25770.000 240.00 .00 .00 434.60 20600.00 454.51 .00 454.95 4.70 5.30 3890.40 9501.79 26830.000 1010.00 .00 .00 436.30 21300.00 454.69 .00 455.09 7.89 5.48 5477.10 7583.05 26830.000 1010.00 .00 .00 436.30 21300.00 455.08 .00 455.64 9.50 6.06 3677.15 6911.18 26880.000 50.00 .00 .00 436.20 21300.00 454.71 .00 455.17 7.62 5.53 4341.02 7717.00 26880.000 50.00 .00 .00 436.20 21300.00 455.38 .00 455.73 10.59 4.94 5155.39 6546.34 27165.000 284.00 .00 .00 436.10 21300.00 455.24 .00 455.35 3.89 3.07 8518.81 10794.94 * 27165.000 284.00 .00 .00 436.10 21300.00 455.80 .00 455.89 3.01 2.71 9315.63 12267.11 27449.000 284.00 .00 .00 435.60 21300.00 455.35 .00 455.43 2.48 1.99 9814.38 13531.77 27449.000 284.00 .00 .00 435.60 21300.00 455.89 .00 455.95 2.08 1.69 10657.26 14769.19 27748.000 299.00 .00 .00 435.20 21300.00 455.42 .00 455.49 1.97 2.13 10267.72 15167.97 27748.000 299.00 .00 .00 435.20 21300.00 455.95 .00 456.00 1.63 1.89 11042.74 16670.81 27992.000 244.00 .00 .00 435.60 21300.00 455.48 .00 455.55 2.26 2.32 10070.53 14159.87 27992.000 244.00 .00 .00 435.60 21300.00 455.99 .00 456.05 1.88 2.11 10764.75 15551.91 28168.000 176.00 .00 .00 436.60 21300.00 455.53 .00 455.59 1.50 1.88 10846.48 17409.68 28168.000 176.00 .00 .00 436.60 21300.00 456.03 .00 456.09 1.27 1.70 11516.70 18901.05 28492.000 324.00 .00 .00 436.30 21300.00 455.57 .00 455.64 1.67 1.98 10160.06 16479.82 28492.000 324.00 .00 .00 436.30 21300.00 456.07 .00 456.13 1.42 1.79 10782.82 17868.54 28720.000 228.00 .00 .00 436.80 21300.00 455.62 .00 455.71 2.31 2.40 8935.39 14007.18 28720.000 228.00 .00 .00 436.80 21300.00 456.11 .00 456.19 1.96 2.20 9477.26 15208.21 * 28890.000 170.00 .00 .00 437.10 21300.00 455.65 .00 455.78 5.10 3.26 7339.12 9432.75 * 28890.000 170.00 .00 .00 437.10 21300.00 456.13 .00 456.25 4.23 2.94 7865.83 10355.83 29124.000 234.00 .00 .00 437.40 21300.00 455.70 .00 456.03 10.12 5.05 5207.67 6694.40 29124.000 234.00 .00 .00 437.40 21300.00 456.19 .00 456.46 8.36 4.60 5688.48 7368.68 29651.000 527.00 .00 .00 438.06 21300.00 456.24 .00 456.39 5.28 3.48 6900.58 9273.76 29651.000 527.00 .00 .00 438.06 21300.00 456.62 .00 456.76 4.58 3.25 7297.50 9954.39 29831.000 180.00 .00 .00 438.14 21300.00 456.33 .00 456.48 3.72 3.11 6925.88 11049.77 29831.000 180.00 .00 .00 438.14 21300.00 456.70 .00 456.83 3.30 2.95 7243.56 11731.66 * 30027.000 196.00 .00 .00 438.23 21300.00 456.38 .00 456.67 11.41 4.50 4970.55 6305.02 * 30027.000 196.00 .00 .00 438.23 21300.00 456.74 .00 457.00 10.25 4.23 5222.31 6651.56 Corrected - Floodway 26AUG99 13:02:00 PAGE 22 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K 30384.000 357.00 .00 .00 438.14 21300.00 456.74 .00 457.32 21.47 6.22 3499.60 4597.06 30384.000 357.00 .00 .00 438.14 21300.00 457.07 .00 457.60 19.79 5.98 3640.58 4788.26 30604.000 220.00 .00 .00 438.55 21300.00 457.42 .00 457.80 16.45 5.35 4497.97 5251.69 30604.000 220.00 .00 .00 438.55 21300.00 457.69 .00 458.04 14.73 5.12 4723.49 5548.89 * 30958.000 354.00 .00 .00 438.55 21300.00 457.93 .00 458.04 3.64 2.39 7850.71 11162.54 * 30958.000 354.00 .00 .00 438.55 21300.00 458.15 .00 458.26 3.36 2.28 8105.86 11625.05 * 31335.000 377.00 .00 .00 438.55 21300.00 457.83 .00 458.49 30.20 8.02 3733.31 3875.89 * 31335.000 377.00 .00 .00 438.55 21300.00 458.09 .00 458.65 25.55 7.43 4010.27 4214.11 32150.000 170.00 .00 .00 437.00 21300.00 457.91 .00 459.64 18.62 10.78 2287.90 4936.08 32150.000 170.00 .00 .00 437.00 21300.00 458.12 .00 459.79 17.81 10.60 2329.60 5047.71 32200.000 50.00 463.60 - 999999.00 435.00 21300.00 457.71 .00 460.36 10.91 13.44 1703.79 6448.17 32200.000 50.00 463.60- 999999.00 435.00 21300.00 457.93 .00 460.47 10.41 13.17 1740.83 6602.46 32230.000 50.00 463.60- 999999.00 435.00 21300.00 457.91 .00 460.46 10.45 13.20 1737.87 6590.11 32230.000 50.00 463.60- 999999.00 435.00 21300.00 458.10 .00 460.57 10.03 12.97 1770.00 6724.46 32250.000 1.00 .00 .00 437.00 14900.00 460.31 .00 460.68 6.99 5.45 4379.17 5637.62 32250.000 1.00 .00 .00 437.00 14900.00 460.36 .00 460.77 7.44 5.63 3933.63 5461.19 * 32305.000 55.00 .00 .00 437.70 14900.00 460.15 .00 460.85 27.71 7.36 2375.01 2830.75 * 32305.000 55.00 .00 .00 437.70 14900.00 460.17 .00 460.96 30.18 7.69 2234.04 2712.30 * 32725.000 420.00 .00 .00 438.20 14900.00 461.24 .00 461.35 5.10 3.32 6957.59 6597.42 * 32725.000 420.00 .00 100 438.20 14900.00 461.39 .00 461.52 5.87 3.59 6243.69 6152.08 * 33145.000 420.00 .00 .00 438.40 14900.00 461.44 .00 461.67 10.66 3.85 3925.54 4564.62 33145.000 420.00 .00 .00 438.40 14900.00 461.63 .00 461.85 10.20 3.79 3934.46 4666.25 33470.000 325.00 .00 .00 439.00 14900.00 461.72 .00 462.06 11.14 4.71 3361.25 4464.33 33470.000 325.00 .00 .00 439.00 14900.00 461.89 .00 462.23 11.23 4.72 3157.05 4447.08 34260.000 790.00 .00 .00 438.80 14900.00 462.54 .00 462.70 5.92 3.18 4687.55 6124.94 34260.000 790.00 .00 .00 438.80 14900.00 462.84 .00 462.98 7.78 3.07 4860.57 5340.63 * 34850.000 590.00 .00 .00 439.30 14900.00 462.56 .00 - 463.68 34.07 8.50 1752.68 2552.67 * 34850.000 590.00 .00 .00 439.30 14900.00 463.03 .00 464.06 30.27 8.11 1837.60 2708.31 * 34950.000 100.00 .00 .00 439.30 14900.00 463.65 .00 463.97 13.54 5.31 4624.61 4049.31 34950.000 100.00 .00 .00 439.30 14900.00 463.85 .00 464.34 17.92 6.11 3310.36 3520.22 * 35700.000 750.00 .00 .00 439.50 14900.00 464.39 .00 464.63 6.06 4.83 6234.78 6052.51 * 35700.000 750.00 .00 .00 439.50 14900.00 464.81 .00 465.23 8.29 5.75 3929.17 5176.25 * 36250.000 550.00 .00 .00 439.80 14900.00 464.69 .00 464.75 .95 1.84 8318.66 15264.54 * 36250.000 550.00 .00 .00 439.80 14900.00 465.31 .00 465.37 .89 1.82 7660.24 15834.14 Corrected - Floodway 26AUG99 13:02:00 PAGE 23 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA OIK * 36970.000 720.00 .00 .00 440.00 15600.00 464.59 .00 465.03 15.27 6.31 4053.52 3991.59 * 36970.000 720.00 .00 .00 440.00 15600.00 465.22 .00 465.62 13.04 6.00 3973.31 4320.01 * 37600.000 630.00 .00 .00 440.00 15600.00 465.28 .00 465.38 3.05 2.88 6887.49 8939.39 * 37600.000 630.00 .00 .00 440.00 15600.00 465.84 .00 465.93 2.78 2.84 6919.99 9361.62 37800.000 200.00 .00 .00 440.00 15600.00 465.29 .00 465.45 3.54 3.12 5602.01 8288.15 37800.000 200.00 .00 .00 440.00 15600.00 465.85 .00 465.99 3.07 2.98 5674.44 8903.35 37990.000 190.00 .00 .00 441.00 15600.00 465.35 .00 465.57 5.35 3.92 4662.48 6743.90 37990.000 190.00 .00 .00 441.00 15600.00 465.89 .00 466.10 4.66 3.76 4686.88 7224.83 38050.000 60.00 .00 .00 441.00 15600.00 465.45 .00 465.60 3.55 3.11 5525.06 8285.36 38050.000 60.00 .00 .00 441.00 15600.00 465.96 .00 466.13 3.45 3.11 5196.63 8403.39 38200.000 150.00 .00 .00 441.00 15600.00 465.52 .00 465.66 3.76 3.50 5973.42 8040.59 38200.000 150.00 .00 .00 441.00 15600.00 466.04 .00 466.19 3.62 3.50 5668.81 8199.31 38550.000 350.00 .00 .00 441.20 15600.00 465.65 .00 465.78 3.64 3.50 5941.40 8180.04 38550.000 350.00 .00 .00 441.20 15600.00 466.18 .00 466.30 3.32 3.38 5896.41 8567.70 39290.000 740.00 .00 .00 441.88 15600.00 465.96 .00 466.14 5.22 4.09 5144.38 6826.74 39290.000 740.00 .00 .00 441.88 15600.00 466.45 .00 466.61 4.41 3.85 5488.83 7430.17 * 39440.000 150.00 .00 .00 442.00 15600.00 465.63 .00 466.82 24.52 9.13 2208.50 3150.51 * 39440.000 150.00 .00 .00 442.00 15600.00 466.17 .00 467.19 20.37 8.54 2458.97 3456.37 * 39490.000 50.00 .00 .00 442.00 15600.00 466.77 .00 467.14 9.87 5.04 3343.89 4966.08 * 39490.000 50.00 .00 .00 442.00 15600.00 467.10 .00 467.45 9.06 4.88 3449.63 5183.89 39540.000 50.00 .00 .00 442.00 15400.00 466.66 .00 467.37 14.64 7.40 3023.93 4024.41 39540.000 50.00 .00 .00 442.00 15400.00 466.88 .00 467.80 17.14 8.08 2408.02 3719.90 39940.000 400.00 .00 .00 442.00 15400.00 467.24 .00 467.92 12.60 7.56 3249.31 4338.91 39940.000 400.00 .00 .00 442.00 15400.00 467.65 .00 468.44 13.46 7.93 2772.37 4197.75 40650.000 700.00 .00 .00 440.00 10200.00 468.30 .00 468.52 4.98 4.49 3730.87 4570.72 40650.000 700.00 .00 .00 440.00 10200.00 468.82 .00 469.08 5.09 4.63 3199.29 4520.54 48000.000 7350.00 .00 .00 445.60 9800.00 470.71 .00 470.80 2.93 3.36 6244.49 5726.64 48000.000 7350.00 .00 .00 445.60 9800.00 471.20 .00 471.29 2.67 3.27 6114.23 6000.92 51350.000 3350.00 .00 .00 446.50 9400.00 472.01 .00 472.09 4.92 2.63 4998.60 4237.68 * 51350.000 3350.00 .00 .00 446.50 9400.00 472.54 .00 472.69 6.89 3.25 3242.81 3581.88 * 53350.000 2000.00 .00 .00 448.00 9400.00 472.57 .00 472.69 2.17 3.30 5321.85 6387.13 * 53350.000 2000.00 .00 .00 448.00 9400.00 473.31 .00 473.47 2.61 3.58 3720.89 5818.09 * 55590.000 2240.00 .00 .00 452.40 9400.00 473.25 .00 473.68 10.64 5.82 3097.16 2881.63 * 55590.000 2240.00 .00 .00 452.40 9400.00 474.10 .00 474.61 11.03 6.07 2240.86 2830.71 Corrected - Floodway 26AUG99 13:02:00 PAGE 24 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K 56940.000 1350.00 .00 .00 449.00 9400.00 474.50 .00 474.79 6.67 5.06 3395.73 3639.25 56940.000 1350.00 .00 .00 449.00 9400.00 475.41 .00 475.72 6.33 5.06 2662.58 3736.14 Corrected - Floodway 26AUG99 13:02:00 PAGE 29 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 27165.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28890.000 WARNING SECNO= 28890.000 WARNING SECNO= 30027.000 WARNING SECNO= 30027.000 WARNING SECNO= 30958.000 WARNING SECNO= 30958.000 WARNING SECNO= 31335.000 WARNING SECNO= 31335.000 WARNING SECNO= 32305.000 WARNING SECNO= 32305.000 WARNING SECNO= 32725.000 WARNING SECNO= 32725.000 WARNING SECNO= 33145.000 WARNING SECNO= 34850.000 WARNING SECNO= 34850.000 WARNING SECNO= 34950.000 WARNING SECNO= 35700.000 WARNING SECNO= 35700.000 WARNING SECNO= 36250.000 WARNING SECNO= 36250.000 WARNING SECNO= 36970.000 WARNING SECNO= 36970.000 WARNING SECNO= 37600.000 WARNING SECNO= 37600.000 WARNING SECNO= 39440.000 WARNING SECNO= 39440.000 WARNING SECNO= 39490.000 WARNING SECNO= 39490.000 WARNING SECNO= 51350.000 WARNING SECNO= 53350.000 WARNING SECNO= 53350.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Corrected - Floodway 26AUG99 13:02:00 PAGE 30 WARNING SECNO= 55590.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Corrected - Floodway 26AUG99 13:02:00 PAGE 31 Floodway width summary: DENTON CREEK, TEXAS Profile No. 2 Left Sta Right Sta Left Distance Distance Right Section Elevation Top Encroach From Center From Encroach Number Increase Width Station Center Station Center Station 25530.000 .59 249.00 2494.00 124.93 2618.94 124.06 2743.00 25770.000 .54 285.00 2495.00 142.60 2637.60 142.40 2780.00 26830.000 .39 580.42 2619.58 240.21 2859.79 340.21 3200.00 26880.000 .67 1656.71 1012.00 286.50 1298.50 1370.21 2668.71 27165.000 .56 1625.10 985.00 161.50 1146.50 1463.60 2610.10 27449.000 .53 1722.39 1014.00 260.00 1274.00 1462.39 2736.39 27748.000 .52 1696.54 1071.00 267.50 1338.50 1429.04 2767.54 27992.000 .51 1548.88 1041.00 251.00 1292.00 1297.88 2589.88 28168.000 .50 1449.91 1021.00 199.00 1220.00 1250.91 2470.91 28492.000 .50 1363.64 1215.00 195.00 1410.00 1168.64 2578.64 28720.000 .49 1236.67 1280.00 204.50 1484.50 1032.17 2516.67 28890.000 .49 1237.00 1289.00 203.50 1492.50 1033.50 2526.00 29124.000 .49 1095.22 1264.00 178.00 1442.00 917.22 2359.22 29651.000 .38 1422.89 1168.00 223.50 1391.50 1199.39 2590.89 29831.000 .37 1274.32 1147.00 211.50 1358.50 1062.82 2421.32 30027.000 .36 1012.64 1128.00 198.50 1326.50 814.14 2140.64 30384.000 .32 949.78 1045.00 201.00 1246.00 748.78 1994.78 30604.000 .27 1135.69 1014.00 168.00 1182.00 967.69 2149.69 30958.000 .22 1252.64 1048.00 118.50 1166.50 1134.14 2300.64 31335.000 .26 1134.32 1037.00 83.50 1120.50 1050.82 2171.32 32150.000 .21 1360.00 3040.00 422.50 3462.50 937.50 4400.00 32200.000 .22 1390.00 3050.00 415.00 3465.00 975.00 4440.00 32230.000 .19 1390.00 3050.00 415.00 3465.00 975.00 4440.00 32250.000 .05 1360.00 3040.00 422.50 3462.50 937.50 4400.00 32305.000 .02 1491.00 1825.00 392.50 2217.50 1098.50 3316.00 32725.000 .15 1998.00 1634.00 411.00 2045.00 1587.00 3632.00 33145.000 .19 570.00 1390.00 285.00 1675.00 285.00 1960.00 33470.000 .17 468.00 1135.00 234.00 1369.00 234.00 1603.00 34260.000 .30 612.00 868.00 326.00 1194.00 286.00 1480.00 34850.000 .47 840.00 660.00 761.50 1421.50 78.50 1500.00 34950.000 .20 860.00 660.00 755.00 1415.00 105.00 1520.00 35700.000 .42 700.00 2700.00 469.50 3169.50 230.50 3400.00 36250.000 .62 700.00 2825.00 274.00 3099.00 426.00 3525.00 36970.000 .63 935.00 2900.00 80.00 2980.00 855.00 3835.00 37600.000 .56 930.00 1780.00 238.00 2018.00 692.00 2710.00 37800.000 .56 800.00 1630.00 474.50 2104.50 325.50 2430.00 37990.000 .54 820.00 1700.00 496.50 2196.50 323.50 2520.00 38050.000 .52 830.00 1700.00 474.50 2174.50 355.50 2530.00 38200.000 .52 849.00 1751.00 442.50 2193.50 406.50 2600.00 38550.000 .52 800.00 1810.00 354.00 2164.00 446.00 2610.00 39290.000 .49 704.00 1360.00 230.50 1590.50 473.50 2064.00 39440.000 .55 593.00 3921.00 174.00 4095.00 419.00 4514.00 39490.000 .34 560.00 3887.80 282.20 4170.00 277.80 4447.80 39540.000 .22 476.14 3989.26 105.74 4095.00 370.40 4465.40 39940.000 .41 400.00 1280.00 180.00 1460.00 220.00 1680.00 40650.000 .53 499.00 4546.90 225.60 4772.50 273.40 5045.90 48000.000 .49 1300.00 1739.00 668.50 2407.50 631.50 3039.00 Corrected - Floodway 26AUG99 13:02:00 PAGE 32 51350.000 .53 600.00 3915.00 422.50 4337.50 177.50 4515.00 53350.000 .74 1200.00 4470.00 1150.00 5620.00 50.00 5670.00 55590.000 .85 750.00 3590.00 705.00 4295.00 45.00 4340.00 56940.000 .91 750.00 3665.00 710.00 4375.00 40.00 4415.00 Corrected - Floodway 26AUG99 13:02:00 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 - - - - - -- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 25530.000 240. 3141. 6.6 454.1 453.5 .6 25770.000 277. 3890. 5.3 454.5 454.0 .5 26830.000 571. 3677. 5.8 455.1 454.7 .4 26880.000 1632. 5155. 4.1 455.4 454.7 .7 27165.000 1602. 9316. 2.3 455.8 455.2 .6 27449.000 1705. 10657. 2.0 455.9 455.4 .5 27748.000 1680. 11043. 1.9 455.9 455.4 .5 27992.000 1533. 10765. 2.0 456.0 455.5 .5 28168.000 1434. 11517. 1.8 456.0 455.5 .5 28492.000 1346. 10783. 2.0 456.1 455.6 .5 28720.000 1220. 9477. 2.2 456.1 455.6 .5 28890.000 1214. 7866. 2.7 456.1 455.6 .5 29124.000 1071. 5688. 3.7 456.2 455.7 .5 29651.000 1401. 7297. 2.9 456.6 456.2 .4 29831.000 1253. 7244. 2.9 456.7 456.3 .4 30027.000 992. 5222. 4.1 456.8 456.4 .4 30384.000 930. 3641. 5.9 457.0 456.7 .3 30604.000 1118. 4723. 4.5 457.7 457.4 .3 30958.000 1237. 8106. 2.6 458.1 457.9 .2 31335.000 1119. 4010. 5.3 458.1 457.8 .3 32150.000 997. 2330. 9.1 458.1 457.9 .2 32200.000 1000. 1741. 12.2 457.9 457.7 .2 32230.000 1001. 1770. 12.0 458.1 457.9 .2 32250.000 1360. 3934. 3.8 460.3 460.3 .0 32305.000 1157. 2234. 6.7 460.1 460.1 .0 32725.000 1998. 6244. 2.4 461.3 461.2 .1 33145.000 556. 3934. 3.8 461.6 461.4 .2 33470.000 456. 3157. 4.7 461.9 461.7 .2 34260.000 600. 4861. 3.1 462.8 462.5 .3 34850.000 182. 1838. 8.1 463.1 462.6 .5 34950.000 858. 3310. 4.5 463.9 463.7 .2 35700.000 700. 3929. 3.8 464.8 464.4 .4 36250.000 700. 7660. 1.9 465.3 464.7 .6 36970.000 916. 3973. 3.9 465.2 464.6 .6 37600.000 930. 6920. 2.3 465.9 465.3 .6 37800.000 800. 5674. 2.7 465.9 465.3 .6 37990.000 820. 4687. 3.3 465.8 465.3 .5 38050.000 830. 5197. 3.0 465.9 465.4 .5 38200.000 849. 5669. 2.8 466.0 465.5 .5 38550.000 800. 5896. 2.6 466.2 465.7 .5 39290.000 704. 5489. 2.8 466.5 466.0 .5 39440.000 593. 2459. 6.3 466.1 465.6 .5 PAGE 33 Corrected - Floodway 26AUG99 13:02:00 PAGE 34 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 - - - - - -- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE 39490.000 410. 3450. 4.5 467.1 466.8 .3 39540.000 476. 2408. 6.4 466.9 466.7 .2 39940.000 400. 2772. 5.6 467.6 467.2 .4 40650.000 499. 3199. 3.2 468.8 468.3 .5 48000.000 1300. 6114. 1.6 471.2 470.7 .5 51350.000 600. 3243. 2.9 472.5 472.0 .5 53350.000 1200. 3721. 2.5 473.3 472.6 .7 55590.000 750. 2241. 4.2 474.1 473.3 .8 56940.000 750. 2663. 3.5 475.4 474.5 .9 ❑�❑ Kimley -Horn and Associates, Inc. Payne Family Interests Corrected Effective Ultimate Conditions Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL 1 \ PROD\ HYDRO \projects\ 06309306 \4thSubm \Report \denton2.doc Corrected - Ultimate +++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ * HEC -2 WATER SURFACE PROFILES + + * Version 4.6.2; May 1991 + + * RUN DATE 26AUG99 TIME 13:03:40 +++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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 ++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 ++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Corrected - Ultimate 26AUG99 13:03:40 PAGE 1 THIS RUN EXECUTED 26AUG99 13:03:40 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 2 YEAR DISCHARGE CROSS SECTIONS 35700 & 36250 ADDED TO CITY MODEL PROPOSED LAKE AND BACK OF LOT FILL ADDED FOR VILLAGE AT COTTONWOOD CREEK SECTION VI FOR SECTIONS 35700,36250 & 36970 STUDY FOR MANSIONS. FILE: "9714UPC7" ADDED SECTS, PROP. COND.11 /97 ABOVE COMPLETED AS PART OF MANISIONS BY THE LAKE LOMR REVISIONS TO ABOVE DAI MODEL COMPLETED BY KHA IN 7/99 REVISIONS INCLUDE CHANGING THE ORDER OF NC /NH CARDS AT SECTIONS 39290, 39440, 39490, 39540, 40650 ADDING AS -BLT MODIFICATIONS MADE IN FEMA MODELS BY DAI FOR SECTIONS 36970 TO 56940 THIS MODEL DOES NOT INLCUDE PROPOSED SCHREIBER TRACT FILL T3 DENTON CREEK SCHREIBER TRACT FILE:DCULDUPI.DAT 7/99 J1 ICHECK INQ NINV IDIR 0 2 0 0 J2 NPROF IPLOT PRFVS XSECV 1 0 -1 STRT METRIC HVINS Q WSEL 0 0 0 457.47 XSECH FN ALLDC IBW CHNIM FQ ITRACE J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 38 43 1 26 7 53 54 JS LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 NC .055 .055 .025 .3 .5 QT 5 5645. 10168. 14753. 16681. 36200. NH S. 0.050 2305.9 0.055 2420.6 0.060 2752. 0.045 2960 NH 4435. CROSS SECTION 33145 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. 0.055 Corrected - Ultimate 26AUG99 13:03:40 PAGE 2 CROSS SECTION 33470 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. ELIMINATED GROUND POINTS AT SECTION 33470. SOUTH OF 2770. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. X1 BEGIN SEPARATE MODELLING OF DENTON CRK. & COTTONWOOD BR. - -AHH 260. 325. X1 33145. 42. 2390. 2960. 385. 290. 420. X3 GR 470. 0.0 465. 0.0 3250. 958.00 465.00 959.00 465. GR 470. 825. 470. 825. 470. 825. 470. 825. 465. 825. GR 465. 2305.9 460.33 2315. 460.55 2350.1 460.64 2390. 453. 2420.6 GR 452. 2485. 451.75 2515. 452. 2545. 453. 2620. 463. 2660. GR 463. 2752. 462. 2779. 461. 2789. 460. 2795. 455. 2810. GR 439. 2870. 440. 2878. 445. 2889. 450. 2898. 455. 2903. GR 460. 2930. 461. 2938. 462. 2951. 463. 2960. 463. 2969. GR 462. 3005. 461. 3039. 461. 3750. 460. 3800. 460. 4300. GR 463.6 4310.8 469. 4435. 0.060 1280. 0.045 1392. 0.055 2230. NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 3160. CROSS SECTION 33470 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. ELIMINATED GROUND POINTS AT SECTION 33470. SOUTH OF 2770. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. X1 33470. 38. 1135. 1603. 315. 260. 325. X3 2030. GR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. GR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1880. GR 461. 1930. 461. 2040. 461. 2198. 461. 2375. 460.1 2550. GR 463.8 2561. 464.8 2990. 465.2 3160. NH 4. 0.055 1201. 0.060 1280. 0.045 1392. 0.055 2230. CROSS SECTION 34260 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. MODIFIED IN RIGHT OVERBANK AREAS FROM PARKS OF COPPELL TOPOGRAPHY. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. ELIMINATED GROUND POINTS AT SECTION 34260 SOUTH OF 1970. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. X1 34260. 34. 868. 1520. 830. 250. 790. X3 1660. GR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. GR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. GR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. Corrected - Ultimate 26AUG99 13:03:40 PAGE 3 GR 461. 1620. 461. 1800. 464.5 1810.5 465.5 2230. NH 6. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1520. 0.055 NH 1671. 0.050 1760. CROSS SECTION 34850. FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. NOT MODIFIED SINCE EFFECTIVE FLOW LIMITS PREVENTS FLOWS FROM ENTERING DISCHARGES. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. X3 REMOVED TO ALLOW FLOW OUT OF CHANNEL -AHH X1 34850. 33. 1310. 1520. 520. 640. 590. 0.0 0.0 0.0 GR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. GR 462.0 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. GR 465. 1520. 466. 1532. 467. 1550. 468. 1570. 469. 1590. GR 470. 1610. 471. 1630. 472. 1648. 473. 1671. 474. 1691. GR 475. 1710. 476. 1740. 477.79 1760. NH 5. .050 1355. .055 2005. .060 2310. .045 2520. .055 NH 2610. CROSS SECTION 34950 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL MODIFIED TO ELIMINATE FLOW AREAS IN COTTONWOOD BRANCH AT SOUTH END OF THE CROSS SECTION & INEFFECTIVE FLOW AT NORTH END. X1 34950. 31. 2310. 2520. 110. 90. 100. X3 1494. GR 470. 620. 465. 620. 464. 740. 463. 760. 463. 930. GR 463.48 1000. 463. 1062. 462. 1190. 461. 1355. 461. 2005. GR 462. 2038. 463. 2210. 464. 2270. 464.3 2310. 460. 2338. GR 455. 2341. 450. 2380. 445. 2388. 440. 2390. 439.3 2394. GR 440. 2410. 445. 2428. 450. 2435. 455. 2442. 460. 2465. GR 465. 2520. 466. 2532. 467. 2550. 468. 2570. 469. 2590. GR 470. 2610. NH 5. .050 1394. .055 2057. .060 3106. .045 3233. .055 NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK X1 35700 30 3106 3233 750 750 750 X3 10000 2281 3430 GR 470.00 1000 468.00 1124 466.00 1326 464.00 1394 463.20 1754 GR 463.10 2057 462.00 2127 460.40 2331 460.40 2471 462.00 2524 GR 462.00 2962 460.00 3106 458.00 3127 450.00 3153 444.00 3158 GR 439.50 3188 444.00 3219 450.00 3223 460.00 3233 462.00 3273 GR 462.50 3303 460.30 3348 462.00 3401 464.00 3426 466.00 3428 GR 467.20 3549 468.00 3678 469.00 3815 470.00 3957 472.00 4220 Corrected - Ultimate 26AUG99 13:03:40 PAGE 4 NH 5. .060 2316. .055 2765. .060 3028. .045 3172. .040 NH 4619. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK GR RECORDS MODIFIED TO SHOW PROPOSED LAKE IN RIGHT OVERBANK X3 !102. lti2 2288 900 900 3625 920 GR 472.00 1000 470.00 1745 468.00 2288 466.00 2301 464.00 2316 GR 464.00 2438 462.00 2542 460.70 2581 460.70 2685 462.00 2744 GR 464.00 2765 464.70 2808 464.00 2903 462.00 2965 460.00 2993 GR 458.00 3028 450.00 3051 444.00 3055 439.80 3086 444.00 3116 GR 450.00 3123 460.00 3138 462.00 3172 462.00 3230 460.00 3240 GR 459.00 3266 448.00 3299 448.00 3525 463.00 3595 463.00 3605 GR 468.00 3625 468.00 3773 470.00 4071 471.70 4350 472.00 4619 NC .055 .055 .045 .1 .3 0. 0. 0. 0. 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2900. 0.045 3060. 0.060 NH 3960. 0.050 4070. 0. 0. 0. 0. 0. 0. 0. BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK EXISTING POND IN RIGHT OVERBANK * * * ** SECTION "D" * * * ** CROSS SECTION 36970 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. X1 36970. 36. 2900. 3060. 600. 600. 720. X3 1494. GR 483 1000 477.5 1050 475 1200 475 1430 470 2330 GR 466 2530 462 2620 462 2750 463.5 2800 462 2850 GR 465 2900 458 2930 453.5 2930 444 2930 440 2937 GR 442.7 2970 450.6 2975 454 2985 456 2990 462 3060 GR 463.3 3200 462 3300 462 3400 464 3430 464.5 3570 GR 463 3645 460 3658 457 3690 457 3730 460 3765 GR 463 3790 465 3815 468.5 3835 469 3960 469 3990 GR 473 4070 NH 4 .055 1876 .045 2160 .055 2400 .040 2730 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 37600 21 1876 2160 550 350 630 GR 468 1601 468 1601 466 1628 464 1669 462 1876 GR 460 1924 455 2038 450 2058 445 2065 440 2105 GR 445 2120 460 2160 460 2400 460 2400 461 2570 GR 462 2610 461 2650 458 2680 452 2700 452 2730 GR 470 2730 Corrected - Ultimate 26AUG99 13:03:40 PAGE 5 NH 4 .055 2068 .045 2135 .055 2185 .040 2455 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 Xi 37800 24 2024 2185 70 100 200 GR 470 1046 468 1392 466 1422 464 1470 462.3 1660 GR 464 1892 464 2024 462 2032 460 2042 450 -160 2068 2±85 UK GR 1 1q3 461 ZVI/ 2215 440 457 ZTuu 2260 443 451 Z�zo 2280 430 451 2T.55 2360 457 2380 GR 459.7 2400 464 2401 464 2455 470 2455 NH 4 .06 2142 .045 2260 .04 2320 .040 2570 SECTION ADDED FROM TOPO, AS -BLT SURVEY. RES 12/14/98 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 37990 28 2133 2260 210 280 190 GR 468 1425 466 1498 464 1586 462 1778 464 1897 GR 466 2018 466 2090 464 2133 462 2142 460 2155 GR 450 2170 444 2175 441 2200 444 2208 450 2220 GR 460 2250 462 2260 462 2260 462 2320 459 2345 GR 457 2370 451 2390 451 2455 458 2475 460 2475 GR 463 2525 464 2570 473 2570 NH 4 .06 2089 .045 2260 .055 2260 .04 2595 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 38050 31 2089 2260 60 60 60 GR 468 1509 466 1545 464 1567 462 1590 462 1809 GR 464 1893 466 1987 468 2072 468 2089 466 2118 GR 464 2130 462 2140 460 2148 450 2176 444 2180 GR 441 2200 444 2208 450 2220 460 2250 462 2260 GR 462 2260 462 2320 459 2345 457 2365 451 2385 GR 451 2480 457 2505 459 2540 464 2575 464 2595 GR 473 2595 NH 4 .06 2117 .045 2270 .055 2295 .045 2640 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 38200 34 2117 2270 150 150 150 GR 468 1555 466 1583 464 1627 462 1666 460 1741 GR 460 1847 462 1876 464 1951 466 2018 468 2065 GR 468 2117 460 2135 450 2157 444 2163 441 2185 GR 444 2200 450 2215 460 2255 462 2270 462 2295 GR 462 2330 457 2375 451 2395 451 2410 457 2425 GR 464 2465 464 2480 457 2530 451 2550 451 2570 GR 457 2588 459 2605 464 2640 473 2640 NH 6. .06 1901 .05 2069 .06 2103 .045 2225 .05 NH 2300 .045 2620 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KRA 8/99 X1 38550. 36 2103 2225 340 330 350 GR 468 1415 466.3 1521 46B 1580 469 1614 468 1659 GR 466 1688 464 1730 462 1754 460 1774 460 1901 GR 462 1919 464 1964 466 2027 468 2069 468 2103 GR 466 2107 464 2120 462 2130 460 2139 444 2160 Corrected - Ultimate 26AUG99 13 :03:40 PAGE 6 GR 441.2 2190 444 2205 460 2225 461.2 2300 457 2355 GR 457 2450 460 2480 457 2505 451 2525 451 2555 GR 457 2575 459 2595 462 2610 462 2610 463 2620 GR 473 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 5 .05 1249 .055 1506 .045 1675 .055 2175 .05 NH 2310 6.1 6.1 6.1 6.1 1360 2064 X1 39290 28 1506 1675 600 800 740 XS 1 466.82 GR 468 977 466 1199 464 1249 462 1301 460 1309 GR 460 1328 462 1359 464 1404 466 1430 466 1506 GR 460 1537 450 1553 445 1565 441.88 1580 445 1600 GR 450 1615 460 1675 460 1710 458 1750 458 1950 GR 460 2000 462 2150 464 2175 466 2180 468 2190 GR 470 2200 472 2240 474 2310 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 NH 4710. 0.055 6040. 0. 0. 0. 0. 0. 0. 0. ET 6.1 6.1 6.1 6.1 3921 4514 CROSS SECTION 39440 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. * * * * * * * * ** END OF KH- PARCHE COORDINATION MODEL * * * * * * * * * * * * * * * * ** Xl 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. GR 464. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1090 .05 2380 .055 3760 .045 4670 .05 NH 4950 .055 6200 ET 6.1 6.1 6.1 6.1 3880 4505 FEMA CROSS SECTION X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 GR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 GR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 Corrected - Ultimate 26AUG99 13:03:40 PAGE 7 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 GR 495 5940 499 6120 500 6200 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 FEMA CROSS SECTION X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 461.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. HMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 NC .1 .3 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 FEMA CROSS SECTION X1 40650 32 4730 4815 1000 400 700 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT 5 2994. 5761. 9182. 10837. 36200. NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 Corrected - Ultimate 26AUG99 13:03:40 PAGE 8 FEMA CROSS SECTION X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 462.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 GR 498.4 5020 501.5 5200 QT 5. 3166. 5796. 9885. 11721. 36200. NH 6 .05 1400 .0S 2930 .055 4160 .045 4515 .058 NH 4585 .06 5420 FEMA CROSS SECTION X1 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 GR 482 4615 484 4675 498 5215 500 5330 505.5 5420 NH 6 .05 1300 .055 3400 .05 5570 .045 5670 .058 NH 6120 .055 6230 FEMA CROSS SECTION X1 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 474 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 NH 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 QT 5. 2700. 6584. 9918. 12101. 36200. FEMA CROSS SECTION X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 487 1300 484 1500 486 1550 GR 489 1900 480 2000 475 2500 475 2600 471 3000 GR 472 3600 472 3900 473 4000 476 4240 470 4250 GR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 GR 473 4440 483 4480 502 4540 Corrected - Ultimate 26AUG99 13:03:40 PAGE NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 FEMA CROSS SECTION Xi 56940 33 4335 4415 1250 1250 1350 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 Corrected - Ultimate 26AUG99 13:03:40 PAGE 11 THIS RUN EXECUTED 26AUG99 13:03:41 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE - ASTERISK ( *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK SCHREIBE SUMMARY PRINTOUT SECNO Q CWSEL 33145.000 5645.00 457.47 33145.000 16681.00 463.50 33470.000 5645.00 457.58 33470.000 16681.00 463.71 34260.000 5645.00 458.04 34260.000 16681.00 464.11 * 34850.000 5645.00 458.28 * 34850.000 16681.00 464.38 34950.000 5645.00 458.41 34950.000 16681.00 464.60 35700.000 5645.00 459.21 * 35700.000 16681.00 465.52 * 36250.000 5645.00 459.59 * 36250.000 16681.00 465.84 * 36970.000 5645.00 459.34 * 36970.000 16681.00 465.78 * 37600.000 5645.00 460.25 * 37600.000 16681.00 466.28 37800.000 5645.00 460.32 37800.000 16681.00 466.28 37990.000 5645.00 460.35 37990.000 16681.00 466.33 VCH VOL SSTA ENDST 2.42 .00 2402.70 2916.34 3.20 .00 2308.82 3250.00 3.17 15.35 1165.88 1550.02 3.43 42.21 963.92 2030.00 2.19 54.92 880.65 1387.68 2.90 140.65 856.52 1660.00 4.93 80.16 1339.03 1457.12 6.21 205.20 649.84 1513.26 4.87 82.81 2338.95 2457.70 6.01 214.35 1668.00 2515.57 4.15 104.49 3114.34 3232.21 4.81 302.06 2281.00 3427.52 1.21 139.18 3000.25 3579.07 1.76 398.04 2302.17 3616.38 5.81 181.20 2924.23 3727.00 5.60 509.55 2534.87 3727.00 2.56 203.57 1918.13 2730.00 2.66 583.64 1624.22 2730.00 2.11 213.02 2040.38 2400.15 2.93 606.41 1417.77 2455.00 2.91 225.11 2152.69 2480.91 3.66 638.99 1485.81 2570.00 Corrected - Ultimate 26AUG99 13:03:40 SECNO Q CWSEL VCH VOL SSTA ENDST 38050.000 5645.00 460.42 2.37 228.10 2146.34 2549.91 38050.000 16681.00 466.40 2.87 647.28 1537.76 2595.00 38200.000 5645.00 460.45 2.79 236.17 1723.80 2615.21 38200.000 16681.00 466.47 3.28 670.13 1576.53 2640.00 38550.000 5645.00 460.56 3.09 254.57 1768.42 2602.79 38550.000 16681.00 466.58 3.28 722.95 1504.07 2620.00 39290.000 5645.00 460.85 3.36 294.97 1305.60 2063.78 39290.000 16681.00 466.82 3.50 840.70 1108.13 2184.09 * 39440.000 5645.00 460.82 5.35 301.82 4047.94 4146.73 * 39440.000 16681.00 466.48 8.78 863.78 3921.00 4514.00 39490.000 5645.00 461.20 3.46 303.36 4067.71 4254.27 * 39490.000 16681.00 467.45 4.98 867.36 3880.00 4300.83 39540.000 5645.00 461.13 5.20 304.92 4047.18 4147.32 39540.000 16681.00 467.37 7.21 871.43 3900.00 4600.00 39940.000 5645.00 461.55 5.36 314.90 1412.25 1525.50 39940.000 16681.00 467.87 7.46 904.06 1140.65 1765.80 40650.000 5645.00 462.29 5.39 332.10 4737.36 4853.92 40650.000 16661.00 468.80 6.70 966.17 4302.47 5151.68 48000.000 2994.00 466.70 2.53 541.99 1694.32 2949.76 * 48000.000 10837.00 471.89 2.83 1679.68 1620.12 3209.78 51350.000 3166.00 467.32 2.11 664.36 4165.01 4274.51 51350.000 11721.00 472.85 2.65 2266.11 2462.73 4528.65 53350.000 3166.00 467.59 2.00 738.18 3444.06 5672.97 * 53350.000 11721.00 473.38 3.39 2547.03 2265.08 6007.62 * 55590.000 2700.00 467.98 3.26 804.36 4255.74 4336.92 * 55590.000 12101.00 474.07 5.98 2829.02 2692.62 4444.29 56940.000 2700.00 468.56 2.99 832.01 4305.46 4403.35 56940.000 12101.00 475.29 5.30 2964.19 2271.85 4571.10 PAGE 12 Corrected - Ultimate 26AUG99 13:03:40 DENTON CREEK SCHREIBE SUMMARY PRINTOUT TABLE 150 PAGE 13 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K . 'S 33145.000 .00 .00 .00 438.40 16681.00 463.50 .00 463.65 8.11 3.20 5705.81 5857.32 33470.000 325.00 .00 .00 439.00 5645.00 457.58 .00 457.74 4.55 3.17 1781.25 2647.17 33470.000 325.00 .00 .00 439.00 16681.00 463.71 .00 463.86 5.48 3.43 6051.48 7123.91 34260.000 790.00 .00 .00 438.80 5645.00 458.04 .00 458.11 4.22 2.19 2582.76 2747.94 34260.000 790.00 .00 .00 438.80 16681.00 464.11 .00 464.24 4.33 2.90 5958.41 8012.50 * 34850.000 590.00 .00 .00 439.30 5645.00 458.28 .00 458.66 12.20 4.93 1144.45 1616.38 * 34850.000 590.00 .00 .00 439.30 16681.00 464.38 .00 464.86 17.31 6.21 3748.94 4009.74 34950.000 100.00 .00 .00 439.30 5645.00 458.41 .00 458.78 11.77 4.87 1159.39 1645.42 34950.000 100.00 .00 .00 439.30 16681.00 464.60 .00 465.04 15.96 6.01 3882.03 4175.62 35700.000 750.00 .00 .00 439.50 5645.00 459.21 .00 459.47 6.88 4.15 1359.99 2152.54 * 35700.000 750.00 .00 .00 439.50 16681.00 465.52 .00 465.76 5.48 4.81 6306.37 7125.78 * 36250.000 520.00 .00 .00 439.80 5645.00 459.59 .00 459.61 .50 1.21 4573.42 8020.73 * 36250.000 520.00 .00 .00 439.80 16681.00 465.84 .00 465.90 .79 1.76 10239.39 18759.46 * 36970.000 720.00 .00 .00 440.00 5645.00 459.34 .00 459.85 17.01 5.81 1056.24 1368.88 * 36970.000 720.00 .00 .00 440.00 16681.00 465.78 .00 466.11 10.77 5.60 5125.90 5083.82 * 37600.000 630.00 .00 .00 440.00 5645.00 460.25 .00 460.34 4.16 2.56 2284.58 2768.40 * 37600.000 630.00 .00 .00 440.00 16681.00 466.28 .00 466.36 2.33 2.66 7982.46 10927.74 37800.000 200.00 .00 .00 440.00 5645.00 460.32 .00 460.40 2.40 2.11 2606.39 3646.63 37800.000 200.00 .00 .00 440.00 16681.00 466.28 .00 466.42 2.86 2.93 6621.40 9870.23 37990.000 190.00 .00 .00 441.00 5645.00 460.35 .00 460.48 3.73 2.91 1977.77 2921.61 37990.000 190.00 .00 .00 441.00 16681.00 466.33 .00 466.51 4.23 3.66 5640.57 8112.79 38050.000 60.00 .00 .00 441.00 5645.00 460.42 .00 460.50 2.74 2.37 2362.61 3410.31 38050.000 60.00 .00 .00 441.00 16681.00 466.40 .00 466.54 2.96 2.87 6400.88 9699.88 38200.000 150.00 .00 .00 441.00 5645.00 460.45 .00 460.55 3.44 2.79 2323.16 3044.46 38200.000 150.00 .00 .00 441.00 16681.00 466.47 .00 466.59 3.08 3.28 6872.24 9512.52 38550.000 350.00 .00 .00 441.20 5645.00 460.56 .00 460.67 3.34 3.09 2383.58 3091.03 38550.000 350.00 .00 .00 441.20 16681.00 466.58 .00 466.69 3.04 3.28 6735.09 9574.95 39290.000 740.00 .00 .00 441.88 5645.00 460.85 .00 461.00 5.11 3.36 2233.07 2496.97 39290.000 740.00 .00 .00 441.88 16681.00 466.82 .00 466.94 3.52 3.50 7006.05 8885.90 * 39440.000 150.00 .00 .00 442.00 5645.00 460.82 .00 461.27 12.32 5.35 1056.08 1608.01 * 39440.000 150.00 .00 .00 442.00 16681.00 466.48 .00 467.54 20.99 8.78 2607.45 3641.21 Corrected - Ultimate 26AUG99 13:03:40 PAGE 14 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K 39490.000 50.00 .00 .00 442.00 5645.00 461.20 .00 461.39 6.39 3.46 1631.64 2232.70 * 39490.000 50.00 .00 .00 442.00 16681.00 467.45 .00 467.81 9.26 4.98 3629.86 5482.04 39540.000 50.00 .00 .00 442.00 5645.00 461.13 .00 461.55 11.43 5.20 1086.26 1669.90 39540.000 50.00 .00 .00 442.00 16681.00 467.37 .00 468.01 13.11 7.21 3466.19 4607.90 39940.000 400.00 .00 .00 442.00 5645.00 461.55 .00 461.99 10.23 5.36 1087.48 1764.54 39940.000 400.00 .00 .00 442.00 16681.00 467.87 .00 468.50 11.74 7.46 3641.48 4868.48 40650.000 700.00 .00 .00 440.00 5645.00 462.29 .00 462.73 11.00 5.39 1104.05 1702.03 40650.000 700.00 .00 .00 440.00 16681.00 468.80 .00 469.28 10.69 6.70 4154.84 5101.58 48000.000 7350.00 .00 .00 445.60 2994.00 466.70 .00 466.78 2.40 2.53 1630.71 1933.49 * 48000.000 7350.00 .00 .00 445.60 10837.00 471.89 .00 471.95 1.91 2.83 8095.25 7843.16 51350.000 3350.00 .00 .00 446.50 3166.00 467.32 .00 467.39 1.42 2.11 1498.28 2658.97 51350.000 3350.00 .00 .00 446.50 11721.00 472.85 .00 472.93 4.30 2.65 6297.37 5651.89 53350.000 2000.00 .00 .00 448.00 3166.00 467.59 .00 467.65 1.20 2.00 1792.38 2887.38 * 53350.000 2000.00 .00 .00 448.00 11721.00 473.38 .00 473.49 2.15 3.39 7506.88 7984.77 * 55590.000 2240.00 .00 .00 452.40 2700.00 467.98 .00 468.14 5.19 3.26 827.05 1184.85 * 55590.000 2240.00 .00 .00 452.40 12101.00 474.07 .00 474.46 10.44 5.98 4331.93 3745.07 56940.000 1350.00 .00 .00 449.00 2700.00 468.56 .00 468.70 3.30 2.99 964.71 1485.58 56940.000 1350.00 .00 .00 449.00 12101.00 475.29 .00 475.57 6.86 5.30 4869.76 4619.01 Corrected - Ultimate 26AUG99 13:03:40 DENTON CREEK SCHREIBE SUMMARY PRINTOUT TABLE 150 PAGE 15 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH - 33145-.088 5645.00 457.47 .00 .00 .00 348.93 :40 33145.000 16681.00 463.50 6.03 .00 .00 941.18 .00 33470.000 5645.00 457.58 .00 .11 .00 245.46 325.00 33470.000 16681.00 463.71 6.12 .21 .00 1066.08 325.00 34260.000 5645.00 458.04 .00 .45 .00 397.49 790.00 34260.000 16681.00 464.11 6.07 .40 .00 803.48 790.00 * 34850.000 5645.00 458.28 .00 .24 .00 118.09 590.00 * 34850.000 16681.00 464.38 6.10 .27 .00 863.43 590.00 34950.000 5645.00 458.41 .00 .13 .00 118.74 100.00 34950.000 16681.00 464.60 6.18 .22 .00 847.57 100.00 35700.000 5645.00 459.21 .00 .79 .00 117.86 750.00 * 35700.000 16681.00 465.52 6.32 .93 .00 1146.52 750.00 * 36250.000 5645.00 459.59 .00 .38 .00 465.41 520.00 * 36250.000 16681.00 465.84 6.26 .32 .00 1314.21 520.00 * 36970.000 5645.00 459.34 .00 -.24 .00 166.82 720.00 * 36970.000 16681.00 465.78 6.44 -.06 .00 1192.13 720.00 * 37600.000 5645.00 460.25 .00 .90 .00 595.87 630.00 * 37600.000 16681.00 466.28 6.03 .50 .00 1105.78 630.00 37800.000 5645.00 460.32 .00 .08 .00 331.90 200.00 37800.000 16681.00 466.28 5.96 .00 .00 1037.23 200.00 37990.000 5645.00 460.35 .00 .03 .00 246.29 190.00 37990.000 16681.00 466.33 5.97 .04 .00 1084.19 190.00 38050.000 5645.00 460.42 .00 .06 .00 322.45 60.00 38050.000 16681.00 466.40 5.99 .08 .00 949.18 60.00 38200.000 5645.00 460.45 .00 .04 .00 465.13 150.00 38200.000 16681.00 466.47 6.02 .07 .00 971.88 150.00 38550.000 5645.00 460.56 .00 .11 .00 555.36 350.00 38550.000 16681.00 466.58 6.01 .11 .00 899.78 350.00 39290.000 5645.00 460.85 .00 .29 .00 566.76 740.00 39290.000 16681.00 466.82 5.97 .24 .00 1075.96 740.00 * 39440.000 5645.00 460.82 .00 -.03 .00 98.79 150.00 * 39440.000 16681.00 466.48 5.66 -.34 5.66 490.41 150.00 PAGE 15 Corrected - Ultimate 26AUG99 13:03:40 PAGE 17 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 34850.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39490.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48000.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 53350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Corrected - Ultimate 26AUG99 13:03:40 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 39490.000 5645.00 461.20 .00 .38 .00 186.56 50.00 * 39490.000 16681.00 467.45 6.25 .97 6.25 420.33 50.00 39540.000 5645.00 461.13 .00 -.07 .00 100.14 50.00 39540.000 16681.00 467.37 6.24 -.08 6.24 644.82 50.00 39940.000 5645.00 461.55 .00 .42 .00 113.24 400.00 39940.000 16681.00 467.87 6.33 .50 6.33 625.15 400.00 40650.000 5645.00 462.29 .00 .74 .00 116.56 700.00 40650.000 16681.00 468.80 6.51 .93 6.51 849.21 700.00 48000.000 2994.00 466.70 .00 4.41 .00 497.09 7350.00 * 48000.000 10837.00 471.89 5.19 3.09 5.19 1589.67 7350.00 51350.000 3166.00 467.32 .00 .62 .00 109.50 3350.00 51350.000 11721.00 472.85 5.53 .96 5.53 1792.83 3350.00 53350.000 3166.00 467.59 .00 .27 .00 199.19 2000.00 * 53350.000 11721.00 473.38 5.79 .53 5.79 3142.43 2000.00 * 55590.000 2700.00 467.98 .00 .38 .00 81.18 2240.00 * 55590.000 12101.00 474.07 6.10 .69 6.10 1594.36 2240.00 56940.000 2700.00 468.56 .00 .59 .00 97.89 1350.00 56940.000 12101.00 475.29 6.73 1.22 6.73 2109.26 1350.00 PAGE 16 ❑�❑ Kimley -Horn and Associates, Inc. Payne Family Interests Post Project Models Post Project Floodplain Post Project Floodway Post Project Ultimate Conditions Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL 1 \ PROD \HYDRO \projects\ 06309306 \4tiiSubm \Report\denton2. doc Payne Family Interests Schreiber Tract (Denton Creek) \ \RANGER\VOL 1 \ PROD \HYDRO \projects \06309I I114thSubm \Report\denton2.doc Post Project Floodplain August 1999 Proposed Multiple Profile +++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ * HEC -2 WATER SURFACE PROFILES + + * Version 4.6.2; May 1991 + + * RUN DATE 26AUG99 TIME 12:50:36 +++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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 * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 ******** # * * # # # * * * * * * * * * * * * * * * # # * * * * * * ** Proposed Multiple Profile 26AUG99 12:50:36 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ T1 DENTON CREEK T2 DENTON CREEK T3 DENTON CREEK, J1 ICHECK INQ 0 2 J2 NPROF IPLOT 1 0 PAGE 1 THIS RUN EXECUTED 26AUG99 12:50:36 SCHREIBER TRACT PROPOSED CONDITIONS JULY 1999 10 YR DISCHARGE PROFILE FIS MBJ /BMS 6/99 TEXAS FILE: DENPRMP.DAT KHA /MRE 7/99 NINV IDIR STRT METRIC HVINS Q WSEL 0 0 0 0 0 0 451.01 PRFVS XSECV XSECH FN ALLDC IBW CHNIM -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 150 38 1 42 7 53 54 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 34850 MODEL DEVELOPED FROM PIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268 +80 THROUGH 313 +35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. FQ ITRACE QT 4 12800 18200 20600 36200 NC .055 .055 .035 .1 .3 X1 25530 45 2495.2 2742.67 700 560 700 X3 2494 470.0 2742 470.0 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 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 3100 GR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 3620 GR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 4100 GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 4600 X1 25770 40 2495.2 2780 240 240 240 X3 2495 470.0 2780 470.0 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 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 Proposed Multiple Profile PAGE 2 3210 26AUG99 12:50:36 3490 457.1 3515 3600 457.7 GR 456.0 2780 456.8 2845 456.8 3060 457.6 GR 457.7 3370 457.7 3420 457.3 3445 457.3 GR 457.1 3540 456 3555 456 3590 459.6 QT 4 13300 18900 21300 36200 1909.0 2360.0 NH 5 .055 2619.58 .035 2818.65 .055 2900 NH 5200 -- NOTE: GR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY -DAVIS FIS UPDATE CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AHHA. X1 26830 42 2619.58 3100 1030 960 1010 X3 2619 470.0 5200 470.0 GR 464.9 550 461.9 600 459.1 700 455.9 GR 451.7 1000 451.3 1100 451.2 1200 450.9 GR 452.8 1500 452.8 1600 452.4 1700 453.2 GR 453.3 2000 454.2 2100 454.4 2200 455.3 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 GR 436.5 3062 452 3100 454 3200 452 GR 452.0 3500 452 3650 452.0 3920 456.3 GR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268 +80 THRU 313 +35 FROM PROPOSED GRADING PLAN FORTHE COPPELL COMMUNITY PARK. AHHA. BEGIN PROPOSED PARK IMPROVEMENTS NH 6 .05 1060.0 .04 1241.0 .065 1444.0 NH 1634.0 .045 2761.0 X1 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 X1 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 GR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 GR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 PAGE 2 3210 457.8 3230 3490 457.1 3515 3600 457.7 4360 .035 3100 .055 800 452.9 900 1300 451.1 1400 1800 453.1 1900 2300 456 2400 2702 436.74 2738 3005 436.3 3027 3230 452 3290 4000 460 4250 .04 1521.0 .07 1113.0 436.76 1188.0 1286.0 458.7 1304.0 1468.0 436.4 1488.0 1634.0 456.0 1666.0 1889.0 453.8 2084.0 2327.0 454.0 2342.0 2683.0 459.0 2761.0 .0400 2658.0 1090.0 436.1 1137.0 1270.0 459.0 1308.0 1408.0 453.0 1420.0 1808.0 448.5 1909.0 2360.0 450.0 2460.0 Proposed Multiple Profile 26AUG99 12:50:36 PAGE 3 NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 X1 27449 39.0 1014.0 1534.0 240 248 284 GR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 - -GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 GR 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 GR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 GR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 GR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION PIS SECTION 280 +80 'n' VALUE LOWERED THROUGH LAKE EXPANSION AREA NH 8 .05 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 X1 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 GR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 1371.0 459.0 1426.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 GR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 2789.0 'n' VALUE LOWERED THROUGH LAKE EXPANSION AREA NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 X1 27992 42.0 1041.0 1543.0 213 309 244 GR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 GR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 GR 455.0 2587.0 460.0 2617.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 NH 2496.0 X1 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 GR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 Proposed Multiple Profile 26AUG99 12:50:36 GR 446.6 2297.0 448.0 2319.0 GR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIS SECTION 288 +70 QT 4 13300 18900 21300 NH 8 .05 1259.0 .04 NH 1605.0 .040 1842.0 .035 X1 28492 32.0 1215.0 1605.0 GR 460.0 1215.0 460.0 1216.0 GR 437.50 1351.0 450.0 1401.0 GR 457.0 1465.0 455.0 1492.0 GR 450.0 1572.0 455.0 1583.0 GR 450.0 1735.0 449.0 1782.0 GR 448.0 2447.0 449.0 2490.0 GR 455.0 2576.0 460.0 2599.0 NH 10 .05 1321.0 .04 NH 1689.0 .040 1830.0 .035 NH 2543.0 X1 28720 40.0 1280.0 1689.0 GR 460.0 1280.0 460.0 1281.0 GR 437.62 1415.0 450.0 1466.0 GR 459.7 1537.0 459.0 1552.0 GR 436.8 1609.0 450.0 1643.0 GR 450.0 1746.0 449.0 1758.0 GR 448.0 1985.0 449.0 2010.0 GR 446.6 2350.0 450.0 2388.0 GR 450.0 2456.0 450.0 2486.0 NH 6 .05 1339.0 .04 NH 1699.0 .040 2703.0 X1 28890 45.0 1289.0 1696.0 X3 GR 462.0 1289.0 460.0 1297.0 GR 437.71 1433.0 450.0 1482.0 GR 459.0 1564.0 456.0 1581.0 GR 437.1 1637.0 450.0 1666.0 GR 460.0 1709.0 455.0 1732.0 GR 448.0 1802.0 449.0 1837.0 GR 450.0 2253.0 448.0 2268.0 GR 451.0 2457.0 451.2 2459.0 GR 456.5 2555.0 453.6 2555.0 APPROXIMATE LOCATION FIS SECTION 296 +10 NH 4 .05 1318.0 .04 X1 29124 29 1264.0 1620.0 GR 462.0 1264.0 460.0 1272.0 GR 437.83 1409.0 449.5 1456.0 GR 455.0 1577.0 459.0 1620.0 GR 450.5 1705.0 451.0 1715.0 PAGE 4 449.0 2339.0 450.0 2384.0 451.0 2437.0 36200 1401.0 .065 1503.0 .04 1572.0 .07 2384.0 .040 2599.0 406 307 324 455.0 1237.0 450.0 1259.0 437.50 1309.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 1537.0 .065 1576.0 .04 1643.0 .07 1945 .040 2150 .035 2350 .04 173 338 228 455.0 1301.0 450.0 1321.0 437.62 1372.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 1482.0 .065 1610.0 .04 1666.0 .075 153 194 170 2526 470.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 1542.0 .07 1654.0 .040 2490.0 161 337 234 455.0 1293.0 450.0 1318.0 437.83 1367.0 437.4 1488.0 437.6 1512.0 450.0 1542.0 459.0 1654.0 455.0 1673.0 451.0 1693.0 452.0 1755.0 453.0 1846.0 453.8 2015.0 26AUG99 12:50:36 GR 453.0 2184.0 452.0 2284.0 GR 454.0 2340.0 455.0 2345.0 NH 10 .05 1219.0 .04 NH 1620.0 .040 1735.0 .040 NH 2777.0 X1 29651 48.0 1168.0 1615.0 GR 462.0 1168.0 460.0 1176.0 GR 438.06 1320.0 450.0 1368.0 GR 458.0 1471.0 455.0 1497.0 GR 450.0 1597.0 455.0 1605.0 GR 455.0 1625.0 450.0 1670.0 GR 450.8 1932.0 450.0 2102.0 GR 449.9 2162.0 450.0 2170.0 GR 458.0 2403.0 455.0 2486.0 GR 457.0 2558.0 455.0 2566.0 GR 459.0 2604.0 459.0 2772.0 NH 10 .05 1175.0 .04 NH 1654.0 .040 1770.0 .035 NH 2771.0 X1 29831 47 1147.0 1570.0 GR 462.0 1147.0 460.0 1155.0 GR 438.14 1296.0 450.0 1343.0 GR 460.0 1421.0 459.0 1444.0 GR 439.3 1518.0 450.0 1543.0 GR 459.8 1586.0 455.0 1607.0 GR 449.0 1735.0 447.9 1770.0 GR 457.0 2139.0 458.0 2239.0 GR 458.0 2388.0 455.0 2396.0 GR 459.0 2434.0 459.0 2476.0 GR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION FIS SECTION 305 +70 NH 8 .05 1176.0 .04 NH 1672.0 .045 1940.0 .035 X1 30027 34 1128.0 1525.0 GR 462.0 1128.0 460.0 1136.0 GR 438.23 1267.0 450.0 1314.0 GR 450.0 1420.0 439.8 1434.0 GR 460.0 1525.0 460.5 1548.0 GR 459.0 1740.0 457.0 1758.0 GR 450.0 1908.0 447.9 1940.0 GR 454.0 2116.0 455.0 2131.0 NH 9 .05 1095.0 .04 NH 1668.0 .045 1694.0 .07 X1 30384 46.0 1045.0 1447.0 GR 462.0 1045.0 460.0 1053.0 GR 438.14 1178.0 450.0 1225.0 GR 455.0 1307.0 450.0 1320.0 GR 450.0 1377.0 455.0 1391.0 Proposed Multiple Profile PAGE 5 451.8 2318.0 452.0 2328.0 453.0 2333.0 459.0 2426.0 460.0 2490.0 1410.0 .065 1529.0 .04 1597.0 .07 1780.0 .040 2486.0 .075 2604.0 .045 600 404 527 455.0 1196.0 450.0 1219.0 438.06 1267.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 450.0 1529.0 436.8 1550.0 438.9 1571.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 460.0 2777.0 1421.0 .065 1480.0 .04 1543.0 .07 2090.0 .045 2396.0 .075 2434.0 .045 171 197 180 455.0 1175.0 450.0 1197.0 438.14 1244.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 1314.0 .065 1420.0 .04 1476.0 .07 1975.0 .045 2190.0 148 299 196 455.0 1156.0 450.0 1176.0 438.23 1223.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 459.0 2159.0 460.0 2190.0 1225.0 .065 1320.0 .04 1377.0 .07 1951.0 .045 1977.0 .07 2150.0 371 410 357 455.0 1073.0 450.0 1095.0 438.14 1142.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 Proposed Multiple Profile PAGE 6 459.0 26AUG99 12:50:36 1658.0 450.0 1694.0 455.0 GR 460.0 1504.0 460.0 1570.0 459.8 1640.0 GR 450.0 1668.0 445.0 1673.0 445.0 1689.0 GR 460.0 1716.0 460.0 1756.0 461.3 1788.0 GR 458.0 1888.0 455.0 1930.0 450.0 1951.0 GR 450.0 1977.0 455.0 1982.0 458.0 2004.0 GR 460.0 2150.0 1898 455.0 1917 461.0 APPROXIMATE LOCATION FIS SECTION 312 +30 1346.0 .0400 NH 10 .05 1063 .04 1187 .065 NH 1469 .045 1496 .07 1601 .040 NH 2395 446.5 1456.0 451.5 1732.0 451.5 X1 30604 49 1014 1350 269 319 GR 461.0 1014 460.0 1022 455.0 1042 GR 438.55 1141 450.0 1187 455.0 1211 GR 450.0 1244 449.0 1247 448.0 1273 GR 446.0 1295 447.0 1297 450.0 1301 GR 461.0 1350 461.0 1454 460.0 1457 GR 446.0 1473 446.0 1488 450.0 1496 GR 461.0 1582 461.0 1601 460.0 1618 GR 452.0 1751 455.0 1796 458.0 1831 GR 450.0 1876 447.0 1885 447.0 1895 GR 456.0 2048 458.0 2191 459.0 2247 NH 7.0 .0500 1093.0 .0400 1183.0 .0700 NH 2157 .045 2173 .07 2504.0 X1 30958 33 1048.0 1285.0 303 302 GR 461.0 1048.0 460.0 1056.0 455.0 1076.0 GR 438.55 1142.0 450.0 1183.0 455.0 1192.0 GR 465.3 1298.0 450.0 1346.0 447.0 1362.0 GR 448.0 1496.0 448.0 1636.0 450.0 1682.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 GR 455.0 2146.0 448.0 2157.0 448.0 2173.0 GR 457.0 2232.0 459.0 2380.0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 NH 2103 .045 2124 .07 2193.0 X1 31335 32 1037.0 1204.0 377 344 GR 461.0 1037.0 460.0 1045.0 455.0 1065.0 GR 438.55 1140.0 450.0 1176.0 455.0 1184.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 GR 460.0 2180.0 461.0 2193.0 END AHH CROSS SECTION CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. PAGE 6 459.0 1650.0 455.0 1658.0 450.0 1694.0 455.0 1697.0 461.0 1800.0 459.0 1815.0 445.0 1958.0 445.0 1967.0 458.0 2077.0 458.0 2096.0 1247 .04 1301 .07 1831 .045 1895 .07 220 450.0 1063 438.55 1109 455.8 1220 455.0 1230 447.0 1276 446.0 1282 455.0 1316 460.0 1340 455.0 1464 450.0 1469 455.0 1506 460.0 1527 455.0 1653 452.0 1730 458.0 1863 455.0 1867 450.0 1898 455.0 1917 461.0 2395 1346.0 .0400 2028.0 .0700 354 450.0 1093.0 438.55 1134.0 460.0 1252.0 462.0 1285.0 446.5 1395.0 446.5 1456.0 451.5 1732.0 451.5 1800.0 458.0 2028.0 455.0 2071.0 450.0 2177.0 456.0 2196.0 1283.0 .040 2090.0 .0700 377 450.0 1094.0 438.55 1130.0 460.0 1193.0 461.0 1204.0 458.0 1283.0 455.0 1310.0 455.0 1560.0 456.0 1600.0 457.6 2090.0 455.0 2097.0 456.0 2141.0 457.0 2168.0 Proposed Multiple Profile 26AUG99 12:50:36 NC .055 .055 .035 .5 .7 3100 460 3200 X1 32150 40 3400 3525 160 180 170 4350 X3 461 4720 5800 3040 470.0 6180 470.0 0. GR 470 1000 461 1600 461 1800 458 GR 457 2200 457 2220 459 2320 456.5 GR 457 2650 456.5 2680 459 2900 459 GR 461.5 3300 460.5 3400 437 3427 437 GR 437 3475 437 3489 447 3505 460 GR 458 3920 459 3980 458 4240 456 GR 452 4350 453.5 4380 457.5 4400 458 GR 461 5110 462 5200 462 5460 464 NC 0.055 0.055 0.015 0. 0. 0. 0. 0. NH 5. .055 3390.5 .015 3539.5 .055 4366. .02 NH 5734. X1 32200. 62. 3390.5 3539.5 50. 50. 50. 0. X3 3050 470.0 6260 470.0 BT -9. 3380. 465. 463. 3552. 465. 463. 3600 BT 3740. 464. 3880. 463.6 3960 BT 4190. 466. 4340. 466.9 465.4 4411 GR 472. 900. 467. 1310. 462. 1700. 460.5 2000 GR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430 GR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000 GR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425 GR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455 GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498 GR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600 GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340 GR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366 GR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396 GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411 GR 465.7 4534. 465.1 4634. 464. 4734. 463.2 4834 GR 464.4 5014. 466. 5734. X1 32230. 0. 0. 0. 50. 50. 50. 0. X2 0. 0. 0. 1. X3 3050 470.0 6260 470.0 QT 4. 9400. 13200. 14900. 36200. NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. X1 32250. 41. 3400. 3525. 1. 1. 1. X3 3040 470.0 6180 470.0 GR 470. 1000. 461. 1600. 461. 1800. 458. 2000 GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620 GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100 GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427 GR 437. 3470. 437. 3475. 437. 3489. 447. 3505 GR 461.5 3650. 458. 3920. 459. 3980. 458. 4240 GR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400 GR 461. 4720. 461. 5100. 462. 5200. 462. 5460 GR 470. 6180. 0. 0. 0. 0. 0. 0. PAGE 7 2000 459 2100 2620 455 2640 3100 460 3200 3440 437 3470 3525 461.5 3650 4280 456 4350 4520 461 4720 5800 470 6180 0. 0. 4411. .05 0. 0 466. 464. 466.8 465.4 461.5 2200. 459.5 2520. 462. 3280. 446.5 3432. 435. 3475. 450.0 3505. 464. 3740. 465.4 4340. 450.7 4366. 465.4 4397. 466.8 4434. 463.5 4934. 0. 0. 0. 0. 459. 2100. 455. 2640. 460. 3200. 437. 3440. 460. 3525. 456. 4280. 458. 4520. 464. 5800. 0. 0. Proposed Multiple Profile 26AUG99 12:50:36 NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. X1 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NH 3840. 0.050 3960. X1 32725. 53. 1940. 2150. 380. 520. 420. GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285. GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885. GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. GR 464. 3875. 465. 3890. 470. 3960. QT 4. 9400. 13200. 14900. 36200. NH 5. 0.050 1305.9 0.055 1420.6 0.060 1752. 0.045 1960. 0.055 NH 3560. X1 33145. 42. 1390. 1960. 385. 290. 420. X3 10. GR 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. GR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 GR 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. GR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. GR 450. 1825. 445. 1835. 440. 1848. 439. 1852. 438.4 1862. GR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. GR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. GR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. GR 462. 3510. 470. 3560. NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 2537. X1 33470. 43. 1135. 1603. 315. 260. 325. X3 10. GR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. PAGE 8 Proposed Multiple Profile 26AUG99 12:50:36 GR 461. 1580. 462. 1592. 463. 1603. GR 456.2 1650. 454. 1670. 454. 1745. GR 460. 1815. 460. 1965. 458. 2005. GR 461.2 2245. 461. 2515. 466. 2537. NH 5. 0.055 1201. 0.060 1280. 0.045 NH 1845. - X1 34260. 34. 868. 1520. 830. 250. X3 10. 0. 0. 0. 0. 0. GR 470. 0.0 465. 0.0 465. 853. GR 452. 1000.0 451.5 1037.5 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. GR 450. 1319. 445. 1328. 440. 1337. GR 439. 1350. 440. 1357. 445. 1363. GR 460. 1392. 461. 1415. 462. 1445. GR 461. 1620. 461. 1825. 462. 1830. NH 5. 0.050 648. 0.055 1005. 0.060 NH 1575. X1 34850. 25. 1310. 1533. 520. 640. X3 10. 0. 0. 0. 0. 0. GR 465. 0.0 465. 648. 461. 660. GR 462.0 1038. 463. 1210. 464. 1270. GR 455. 1341. 450. 1380. 445. 1388. GR 440. 1410. 445. 1428. 450. 1435. GR 462. 1484. 464. 1533. 465. 1548. NH 5. .050 355. .055 1005. .060 NH 1575. Xl 34950. 28. 1310. 1520. 110. 90. GR 470. -380. 465. -380. 464. -260. GR 463.48 0. 463. 62. 462. 190. GR 462. 1038. 463. 1210. 464. 1270. GR 455. 1341. 450. 1380. 445. 1388. GR 440. 1410. 445. 1428. 450. 1435. GR 464. 1520. 466. 1560. 467. 1575. NH 5. .050 1370. .055 2057. .060 NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X1 35700 30 3106 3233 750 750 GR 470.00 1000 468.00 1250 465.60 1370 GR 463.10 2057 462.00 2127 460.40 2331 GR 462.00 2962 460.00 3106 458.00 3127 GR 439.50 3188 444.00 3219 450.00 3223 GR 462.50 3303 460.30 3348 462.00 3401 GR 467.20 3549 468.00 3678 469.00 3815 NH 5. .060 2260. .055 2720. .060 NH 3550. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO GR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERBANK PAGE 9 460. 1609. 460. 1628. 456.2 1765. 458. 1785. 458. 2065. 460. 2100. 1392. 0.055 1825. 0.050 790. 0. 0. 0. 0. 461.2 868. 453. 900.8 452. 1075. 452. 1075. 460. 1291. 455. 1304. 439. 1340. 438.8 1345. 450. 1372. 455. 1381. 463. 1472. 464. 1520. 466. 1845. 1310. 0.045 1533. 0.055 590. 0.0 0.0 0.0 0. 0. 0. 0. 461. 660. 461. 1005. 464.3 1310. 460. 1338. 440. 1390. 439.3 1394. 455. 1442. 460. 1470. 466. 1560. 467. 1575. 1310. .045 1520. .055 100. 463. -240. 463. -70. 461. 355. 461. 1005. 464.3 1310. 460. 1338. 440. 1390. 439.3 1394. 455. 1442. 460. 1465. 3106. .045 3233. .055 750 463.20 1754 462.20 1754 460.40 2471 462.00 2524 450.00 3153 444.00 3158 460.00 3233 462.00 3273 464.00 3426 467.00 3428 470.00 3957 472.00 4220 3028. .045 3170. .040 Proposed Multiple Profile 26AUG99 12:50:36 X1 36250 29 3028 3170 530 530 55C GR 472.00 1000 470.00 1000 468.00 1150 467.3C 3R 464.00 2140 464.80 2260 462.00 2460 460.7( 3R 464.70 2720 464.00 2903 462.00 2965 460.0( GR 450.00 3051 444.00 3055 439.80 3086 444.00 GR 460.00 3138 462.00 3150 462.00 3170 448.00 3R 463.00 3495 463.00 3505 468.00 3550 472.00 QT 4. 10000. 13800. 15600. 36200. NC .1 .3 0. 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2900. vH 3960. 0.050 4070. 0. 0. 0. 0. LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES /DAI 12/98 EXIS. POND IN RT. OVERBANK X1 36970. 36. 2900. 3060. 600. 600. 720. GR 483_ 1000. 477.5 1050. 475. 1200. 475. GR 466. 2530. 462. 2620. 462. 2750. 463.5 GR 465. 2900. 458. 2930. 453.5 2930. 444. GR 442.7 2970. 450.6 2975. 454. 2985. 456. GR 463.3 3200. 462. 3300. 462. 3400. 464. GR 463.0 3645. 460. 3658. 457. 3690. 457. GR 463.0 3790 465. 3815. 468.5 3835. 469. GR 473. 4070. NH 5 .055 1850 .045 1931 .045 2160 NH 2730 SECTION ADDED FROM TOPO. RES 3/8/97 SECTIONS 37600 TO 39290 MODIFIED BY KHA 7/99 TO INCLUDE SCREIBER TRACT CLOMR X1 37600. 19 1931 2160 550 350 630 GR 468 1601 467 1850 458.5 1884 458.5 GR 450 2058 445 2065 440 2105 445 GR 460 2400 460 2400 461 2570 462 GR 458 2680 452 2700 452 2730 470 NH 6 .055 1790 .045 2046 .055 2068 NH 2185 .04 2455 SECTION ADDED FROM TOPO. RES 3/8/97 K1 37800 20 2046 2185 70 100 200 GR 470 1046 468 1392 467.5 1790 458.5 GR 450 2068 445 2077 440 2100 445 GR 460 2185 461 2215 457 2260 451 GR 457 2380 459.7 2400 464 2401 464 NH 4 .06 1850 .045 2157 .045 2260 SECTION ADDED FROM TOPO, AS -BLT SURVEY. RES 12/14/98 X1 37990 23 2157 2260 210 280 190 GR 468 1425 467.5 1850 458.5 1886 458.5 GR 450 2170 444 2175 441 2200 444 GR 460 2250 462 2260 462 2260 462 GR 457 2370 451 2390 451 2455 458 GR 463 2525 464 2570 473 2570 PAGE 10 1500 467.00 2100 2500 460.70 2600 2993 458.00 3028 3116 450.00 3123 3250 448.00 3470 3550 458.5 2046 0. 0. 0. 0.045 3060. 0.060 0. 0. 0. 1430. 470. 2330. 2800. 462. 2850. 2930. 440. 2937. 2990. 462. 3060. 3430. 464.5 3570. 3730. 460. 3765. 3960. 469. 3990. .055 2400 .04 1931 455 2038 2120 460 2160 2610 461 2650 2730 .045 2135 .055 1826 458.5 2046 2125 450 2135 2280 451 2360 2455 470 2455 .04 2570 2133 458.5 2157 2208 450 2220 2320 459 2345 2475 460 2475 Proposed Multiple Profile 26AUG99 12:50:36 PAGE 11 NH 5 .06 1850 .045 2160 .045 2260. .055 2260 .04 NH 2595 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38050. 23 2160 2260 60 60 60 GR 468 1509 467.5 1850 458.5 1886 458.5 2133 458.5 2160 GR 450 2176 444 2180 441 2200 444 2208 450 2220 GR 460 2250 462 2260 462 2260 462 2320 459 2345 GR 457 2365 451 2385 451 2480 457 2505 459 2540 GR 463 2575 464 2595 473 2595 NH 5 .06 1893 .045 2139 .045 2270 .055 2295 .045 NH 2640 Xi 38200 27 2139 2270 150 150 150 GR 468 1555 467.5 1893 458.5 1927 458.5 2040 458.5 2139 GR 450 2157 444 2163 441 2186 444 2200 450 2215 GR 460 2255 462 2270 462 2295 462 2330 457 2375 GR 451 2395 451 2410 457 2425 464 2465 464 2480 GR 457 2530 451 2550 451 2570 457 2588 459 2605 GR 464 2640 473 2640 NH 5 .06 1915 .045 2142 .045 2225 .05 2300 .045 NH 2620 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38550. 23 2142 2225 340 330 350 GR 468 1415 467.5 1430 467.5 1915 458.5 1951 458.5 2048 GR 458.5 2142 444 2160 441.2 2190 444 2205 460 2225 GR 461.2 2300 457 2355 457 2450 460 2480 457 2505 GR 451 2525 451 2555 457 2575 459 2595 462 2610 GR 462 2610 463 2620 473 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 5 .05 1345 .045 1551 .045 1675 .055 2175 .05 NH 2310 ET 6.1 6.1 6.1 6.1 1360 2064 X1 39290 22 1551 1675 600 800 740 GR 468 977 468 1345 459 1381 459 1485 459 1551 GR 450 1560 445 1565 441.88 1580 445 1600 450 1615 GR 460 1675 460 1710 458 1750 458 1950 460 2000 GR 462 2150 464 2175 466 2180 468 2190 470 2200 GR 472 2240 474 2310 END STUDY BY KRA FOR SCHREIBER TRACT NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 NH 4710. 0.055 6040. 0. 0. 0. 0. 0. 0. 0. ET 6.1 6.1 6.1 6.1 3921 4514 Proposed Multiple Profile 26AUG99 12:50:36 PAGE 12 X1 39440. 34. 4040. 4150. 150. 280, 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. GR 464. 4000, 468. 4025. 464. 4040. 444. 4090. 442. 4110. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1090 .05 2380 .055 3760 .045 4670 .05 NH 4950 .055 6200 ET 6.1 6.1 6.1 6.1 3880 4505 X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 GR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 GR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 GR 495 5940 499 6120 500 6200 QT 4 9900 13700 15400 36200 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 ET 6.1 6.1 6.1 6.1 3900 4600 X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 4B4 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. BMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 Proposed Multiple Profile 26AUG99 12:50:36 PAGE 13 QT 4 6600 9100 10200 36200 NC .1 .3 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 X1 40650 32 4730 4815 1000 400 700 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT 4 5300 8000 9800 36200 NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 X1 48000 32 2370 2445 5 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 GR 498.4 5020 501.5 5200 QT 4 4000 7000 9400 36200 NH 6 .05 1400 .05 2930 .055 4160 .045 4515 .058 NH 4585 .06 5420 X1 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 GR 482 4615 484 4675 498 5215 500 5330 505.5 5420 NH 6 .05 1300 .055 3400 .05 5570 .045 5670 .058 NH 6120 .055 6230 X1 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 474 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 NH 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 Proposed Multiple Profile 12:50:36 PAGE 14 23 4250 4340 2000 2200 2240 1000 493 1100 487 1300 484 1500 486 1550 1900 480 2000 475 2500 475 2600 471 3000 3600 472 3900 473 4000 476 4240 470 4250 4300 452.4 4325 472 4340 474 4390 472.5 4410 4440 483 4480 502 4540 .05 1850 .052 4120 .055 4335 .045 4415 .058 .06 4800 33 4335 4415 1250 1250 1350 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 3300 475 3640 475 3760 473.4 3850 469 3880 3920 474 3930 475.8 3980 475.3 4120 472 4290 4335 454.5 4340 451 4345 449.2 4355 449 4360 4370 467 4400 474 4415 473 4440 473.8 4445 4630 500 4760 502 4800 Proposed Multiple Profile 26AUG99 12:50:36 T1 DENTON CREEK - SCHREIBER TRACT PROPOSED CONDITIONS JULY 1999 T2 DENTON CREEK - 50 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: DENPRMP2.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 0 0 0 0 452.29 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 0 -1 PAGE 15 Proposed Multiple Profile 26AUG99 12:50:36 T1 DENTON CREEK - SCHREIBER TRACT PROPOSED CONDITIONS JULY 1999 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: DENPRMP2.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 0 0 0 0 453.5205 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 0 -1 PAGE 16 Proposed Multiple Profile 26AUG99 12:50:36 PAGE 17 T1 DENTON CREEK - SCHREIBER TRACT PROPOSED CONDITIONS JULY 1999 T2 DENTON CREEK - 500 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: DENPRMP2.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 0 455.89 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 Proposed Multiple Profile 26AUG99 12:50:36 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE 18 THIS RUN EXECUTED 26AUG99 12:50:38 NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK, TEXAS SUMMARY PRINTOUT SECNO CWSEL ELMIN VOL SSTA ENDST 25530.000 451.01 434.40 .00 2512.48 2729.17 25530.000 452.29 434.40 .00 2507.36 2733.73 25530.000 453.52 434.40 .00 2502.44 2738.11 25530.000 455.89 434.40 .00 2494.00 2742.00 25770.000 451.29 434.60 15.07 2511.44 2764.60 25770.000 452.74 434.60 16.88 2505.63 2769.32 25770.000 453.97 434.60 18.58 2500.67 2773.36 25770.000 456.85 434.60 22.39 2495.00 2780.00 * 26830.000 451.71 436.30 78.87 2642.14 3099.29 26830.000 453.40 436.30 101.94 2635.40 3945.96 26830.000 454.69 436.30 124.23 2630.24 3969.96 26830.000 458.31 436.30 191.10 2619.00 4135.80 26880.000 451.88 436.20 81.93 1051.73 1524.38 26880.000 453.51 436.20 111.30 1044.54 1527.32 26880.000 454.71 436.20 143.17 1039.28 2668.71 26880.000 458.55 436.20 252.61 1023.80 2752.21 27165.000 452.17 436.10 103.07 1026.27 2510.86 27165.000 454.03 436.10 140.01 1016.23 2574.04 27165.000 455.24 436.10 178.62 1010.03 2610.10 * 27165.000 458.80 436.10 315.65 995.80 2655.44 * 27449.000 452.45 435.60 133.77 1044.68 2670.60 27449.000 454.21 435.60 184.58 1038.04 2706.76 27449.000 455.35 435.60 233.09 1033.60 2736.39 27449.000 458.88 435.60 403.05 1019.62 2760.21 27748.000 452.55 435.20 172.05 1099.83 2738.82 27748.000 454.29 435.20 237.45 1093.55 2757.44 27748.000 455.42 435.20 296.21 1089.31 2767.54 27748.000 458.93 435.20 501.49 1075.26 2788.60 Proposed Multiple Profile 26AUG99 12:50:36 SECNO CWSEL ELMIN VOL SSTA ENDST 27992.000 27992.000 27992.000 27992.000 28168.000 28168.000 28168.000 28168.000 28492.000 28492.000 28492.000 28492.000 28720.000 28720.000 28720.000 28720.000 * 28890.000 * 28890.000 * 28890.000 28890.000 29124.000 29124.000 29124.000 29124.000 29651.000 29651.000 29651.000 29651.000 29831.000 29831.000 29831.000 29831.000 * 30027.000 * 30027.000 * 30027.000 * 30027.000 30384.000 30384.000 30384.000 * 30384.000 452.61 454.35 455.48 458.99 452.69 454.42 455.53 459.04 452.74 454.47 455.57 459.08 452.80 454.52 455.62 459.12 452.80 454.55 455.65 459.15 452.85 454.53 455.70 459.25 453.50 455.22 456.24 459.65 453.65 455.34 456.33 459.73 453.68 455.38 456.38 459.75 453.95 455.78 456.74 460.20 435.60 435.60 435.60 435.60 436.60 436.60 436.60 436.60 436.30 436.30 436.30 436.30 436.80 436.80 436.80 436.80 437.10 437.10 437.10 437.10 437.40 437.40 437.40 437.40 438.06 438.06 438.06 438.06 438.14 438.14 438.14 438.14 438.23 438.23 438.23 438.23 438.14 438.14 438.14 438.14 212.86 1070.55 2569.49 293.99 1063.59 2582.25 363.27 1059.08 2589.88 603.20 1045.06 2610.91 244.94 1050.24 2450.09 336.75 1043.33 2463.48 413.14 1038.92 2470.91 676.82 1024.87 2490.58 295.75 1246.88 2563.29 402.23 1239.30 2573.38 488.38 1234.59 2578.64 785.87 1219.88 2594.76 339.61 1309.83 2504.17 459.62 1302.95 2511.05 554.71 1298.55 2516.67 882.68 1284.53 2537.70 361.35 1326.66 2526.00 489.16 1318.96 2526.00 589.31 1314.39 2526.00 934.41 1300.37 2526.00 383.24 1303.75 2332.25 522.31 1295.33 2342.67 630.58 1290.05 2359.22 1002.68 1275.19 2441.38 423.21 1202.90 2579.00 577.09 1195.12 2586.05 696.13 1191.04 2590.89 1109.45 1177.39 2775.26 442.96 1180.99 2411.82 603.04 1173.64 2416.61 726.11 1169.68 2421.32 1158.57 1156.07 2769.93 465.18 1161.29 2106.98 632.11 1154.47 2133.68 759.58 1150.49 2140.64 1212.90 1136.99 2182.33 489.79 1077.61 1980.95 663.90 1069.90 1987.69 795.94 1066.03 1994.78 1270.39 1052.22 2150.00 PAGE 19 Proposed Multiple Profile 26AUG99 12:50:36 PAGE 20 SECNO CWSEL ELMIN VOL SSTA ENDST 30604.000 454.33 438.55 503.61 1044.82 1914.45 30604.000 456.44 438.55 683.31 1036.22 2079.83 30604.000 457.42 438.55 818.92 1032.31 2149.69 * 30604.000 461.01 438.55 1312.26 1014.00 2395.00 * 30958.000 454.95 438.55 531.11 1076.16 2192.68 * 30958.000 457.03 438.55 722.40 1067.90 2233.90 * 30958.000 457.93 438.55 864.28 1064.29 2300.64 * 30958.000 461.41 438.55 1387.09 1048.00 2504.00 * 31335.000 454.23 438.55 556.01 1069.46 2135.99 * 31335.000 456.64 438.55 760.61 1058.40 2158.56 * 31335.000 457.83 438.55 911.11 1053.68 2171.32 * 31335.000 461.47 438.55 1467.93 1037.00 2193.00 * 32150.000 456.60 437.00 562.22 3404.48 4395.48 * 32150.000 456.99 437.00 769.73 3404.03 4397.46 32150.000 457.91 437.00 923.18 3402.97 4498.93 32150.000 461.35 437.00 1495.76 3040.00 5141.66 32200.000 456.50 435.00 564.19 3405.51 4399.19 32200.000 456.80 435.00 771.79 3404.61 4399.69 32200.000 457.71 435.00 925.47 3401.88 4401.23 32200.000 460.56 435.00 1500.49 3380.89 4406.05 32230.000 456.54 435.00 565.93 3405.40 4399.25 32230.000 456.98 435.00 773.59 3404.07 4400.00 32230.000 457.91 435.00 927.44 3401.27 4401.57 * 32230.000 463.79 435.00 1503.75 3050.00 4958.63 * 32250.000 457.58 437.00 565.97 3403.35 4420.87 32250.000 459.11 437.00 773.64 3040.00 4593.71 32250.000 460.31 437.00 927.51 3040.00 4673.93 * 32250.000 466.42 437.00 1504.01 3040.00 5953.10 * 32305.000 457.39 437.70 568.28 2167.83 3341.55 * 32305.000 458.94 437.70 776.79 2163.19 3349.67 * 32305.000 460.15 437.70 931.78 2159.03 3361.31 32305.000 466.45 437.70 1527.53 96.99 3978.68 * 32725.000 458.54 438.20 592.84 1575.38 3706.33 * 32725.000 460.23 438.20 813.24 1570.33 3828.37 * 32725.000 461.24 438.20 979.67 1284.27 3842.45 * 32725.000 466.62 438.20 1740.95 .00 3912.75 33145.000 458.88 438.40 622.16 1397.06 1923.93 33145.000 460.51 438.40 852.43 1390.52 1934.09 * 33145.000 461.44 438.40 1027.23 1312.84 1943.72 33145.000 466.70 438.40 1906.72 - 175.00 3539.41 PAGE 20 Proposed Multiple Profile 26AUG99 12:50:36 SECNO CWSEL ELMIN VOL SSTA ENDST 33470.000 459.10 439.00 640.93 1148.01 1559.41 33470.000 460.79 439.00 876.02 972.80 1576.65 33470.000 461.72 439.00 1054.37 969.95 1588.61 33470.000 466.78 439.00 2022.06 .00 2537.00 34260.000 459.83 438.80 690.87 873.48 1391.63 34260.000 461.66 438.80 939.79 866.20 1434.70 34260.000 462.54 438.80 1127.48 862.70 1459.63 34260.000 467.04 438.80 2209.05 .00 1845.00 * 34850.000 460.00 439.30 722.59 1337.98 1470.03 * 34850.000 461.74 439.30 978.99 1326.69 1482.16 * 34850.000 462.56 439.30 1171.09 1321.30 1497.82 * 34850.000 467.42 439.30 2334.82 .00 1575.00 34950.000 460.23 439.30 725.75 1336.47 1468.23 34950.000 462.49 439.30 984.35 127.45 1499.22 * 34950.000 463.65 439.30 1178.72 - 252.96 1515.16 * 34950.000 467.87 439.30 2360.36 - 380.00 1575.00 * 35700.000 461.58 439.50 755.67 2180.89 3387.82 * 35700.000 463.65 439.50 1051.87 1681.46 3421.67 * 35700.000 464.39 439.50 1272.29 1563.13 3426.26 35700.000 468.31 439.50 2595.11 1211.67 3720.01 * 36250.000 462.13 439.80 805.06 2450.81 3493.55 * 36250.000 464.03 439.80 1128.48 2139.62 3514.26 * 36250.000 464.69 439.80 1361.81 2130.81 3520.20 * 36250.000 468.50 439.80 2775.67 1112.43 3550.00 * 36970.000 461.85 440.00 861.45 2913.50 3780.41 * 36970.000 463.87 440.00 1207.59 2577.74 3800.98 * 36970.000 464.59 440.00 1452.16 2561.68 3809.90 * 36970.000 468.60 440.00 2949.58 2399.81 3860.96 * 37600.000 462.86 440.00 899.06 1866.56 2730.00 * 37600.000 464.64 440.00 1261.16 1859.45 2730.00 * 37600.000 465.26 440.00 1512.59 1856.98 2730.00 * 37600.000 469.11 440.00 3056.93 1601.00 2730.00 37800.000 462.92 440.00 914.02 1808.34 2400.75 37800.000 464.67 440.00 1279.70 1801.31 2455.00 37800.000 465.29 440.00 1532.40 1798.85 2455.00 37800.000 469.14 440.00 3085.59 1195.58 2455.00 37990.000 462.96 441.00 936.35 1868.13 2524.45 37990.000 464.72 441.00 1308.23 1861.08 2570.00 37990.000 465.34 441.00 1563.21 1858.61 2570.00 37990.000 469.24 441.00 3133.99 1425.00 2570.00 PAGE 21 Proposed Multiple Profile 26AUG99 12:50:36 SECNO CWSEL ELMIN VOL SSTA ENDST 38050.000 463.00 38050.000 464.76 38050.000 465.38 38050.000 469.31 38200.000 463.04 38200.000 464.80 38200.000 465.42 38200.000 469.37 38550.000 463.13 38550.000 464.89 38550.000 465.51 38550.000 469.53 39290.000 463.37 39290.000 465.12 39290.000 465.75 39290.000 469.89 * 39440.000 463.12 * 39440.000 464.73 * 39440.000 465.32 * 39440.000 469.20 * 39490.000 463.99 * 39490.000 465.91 * 39490.000 466.59 * 39490.000 471.13 39540.000 463.81 39540.000 465.76 39540.000 466.47 39540.000 471.18 39940.000 464.51 39940.000 466.42 39940.000 467.10 39940.000 471.81 40650.000 465.66 40650.000 467.56 40650.000 468.21 40650.000 473.06 48000.000 468.67 48000.000 470.11 48000.000 470.69 * 48000.000 476.35 441.00 441.00 441.00 441.00 441.00 441.00 441.00 441.00 441.20 441.20 441.20 441.20 441.88 441.88 441.88 441.88 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 442.00 440.00 440.00 440.00 440.00 445.60 445.60 445.60 445.60 942.22 1315.83 1571.42 3146.93 957.39 1335.38 1592.55 3180.01 991.26 1378.83 1639.44 3255.25 1063.97 1472.08 1740.06 3411.04 1076.03 1488.56 1758.28 3441.97 1078.10 1491.33 1761.34 3447.36 1080.29 1494.49 1764.89 3453.89 1095.13 1518.57 1792.77 3510.83 1122.04 1564.89 1846.89 3628.00 1462.08 2082.23 2437.94 4937.41 1867.99 2575.04 1860.95 2595.00 1858.47 2595.00 1509.00 2595.00 1909.83 2633.31 1903.19 2640.00 1900.84 2640.00 1555.00 2640.00 1932.48 2620.00 1925.46 2620.00 1922.96 2620.00 1415.00 2620.00 1363.51 2064.00 1360.00 2064.00 1360.00 2064.00 1360.00 2064.00 4042.21 4452.92 3921.00 4514.00 3921.00 4514.00 3921.00 4514.00 3880.00 4270.17 3880.00 4287.10 3880.00 4293.12 3880.00 4361.16 3900.00 4568.74 3900.00 4600.00 3900.00 4600.00 3900.00 4600.00 1228.49 1743.37 1147.90 1756.13 1144.49 1760.68 1120.99 1915.16 4463.03 5125.48 4356.27 5141.29 4319.61 5146.78 4178.81 5213.08 1666.12 3178.47 1645.46 3192.54 1637.19 3198.17 1576.15 3354.18 PAGE 22 26AUG99 12:50:36 CWSEL 469.40 471.31 472.00 477.57 469.66 471.80 472.57 477.98 470.03 472.32 473.25 478.47 470.80 473.51 474.50 479.35 Proposed Multiple Profile ELMIN VOL SSTA ENDST 446.50 1675.85 3444.85 4278.34 446.50 2461.22 3138.89 4520.73 446.50 2892.66 3085.61 4524.26 446.50 6276.07 2093.72 4552.91 448.00 1771.65 3423.36 5683.32 448.00 2629.24 3401.98 5694.01 448.00 3105.31 2481.74 5956.85 448.00 7120.71 1866.94 6099.68 452.40 1855.01 4249.96 4338.49 452.40 2772.73 2867.83 4348.04 452.40 3307.24 2775.02 4441.00 452.40 8038.09 2152.81 4461.89 449.00 1890.15 3867.74 4408.14 449.00 2834.93 2647.62 4443.22 449.00 3403.29 2329.64 4504.29 449.00 8446.18 2061.32 4648.17 PAGE 23 Proposed Multiple Profile 26AUG99 12:50:36 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 PAGE 24 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 25530.000 451.01 .00 451.44 216.69 .00 12800.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 25530.000 452.29 .00 452.99 226.37 .00 18200.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 25530.000 453.52 .00 454.25 235.67 .00 20600.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 25530.000 455.89 .00 457.48 248.00 .39 36199.61 .00 248.00 2494.00 2495.20 2742.67 2742.00 25770.000 451.29 .00 451.57 253.17 .00 12800.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 25770.000 452.74 .00 453.18 263.69 .00 18200.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 25770.000 453.97 .00 454.44 272.69 .00 20600.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 25770.000 456.85 .00 457.83 285.00 .08 36199.93 .00 285.00 2495.00 2495.20 2780.00 2780.00 * 26830.000 451.71 .00 452.16 256.77 .00 13300.00 .00 2581.00 2619.00 2619.58 3100.00 5200.00 26830.000 453.40 .00 453.94 1104.81 .00 17809.16 1090.84 2581.00 2619.00 2619.58 3100.00 5200.00 26830.000 454.69 .00 455.09 1199.25 .00 18285.60 3014.40 2581.00 2619.00 2619.58 3100.00 5200.00 26830.000 458.31 .00 458.61 1516.80 .18 24509.63 11690.19 2581.00 2619.00 2619.58 3100.00 5200.00 26880.000 451.88 .00 452.21 292.57 .00 13300.00 .00 .00 .00 1012.00 1585.00 .00 26880.000 453.51 .00 454.00 322.64 .00 18900.00 .00 .00 .00 1012.00 1585.00 .00 26880.000 454.71 .00 455.17 1173.21 .00 20894.04 405.96 .00 .00 1012.00 1585.00 .00 26880.000 458.55 .00 458.77 1710.09 .00 22981.99 13218.01 .00 .00 1012.00 1585.00 .00 27165.000 452.17 .00 452.40 1255.42 .00 7998.49 5301.51 .00 .00 985.00 1308.00 .00 27165.000 454.03 .00 454.19 1362.34 .00 8509.23 10390.77 .00 .00 985.00 1308.00 .00 27165.000 455.24 .00 455.35 1418.55 .00 7005.48 14294.52 .00 .00 985.00 1308.00 .00 * 27165.000 458.80 .00 458.91 1604.14 .00 7182.69 29017.30 .00 .00 985.00 1308.00 .00 * 27449.000 452.45 .00 452.54 1170.49 .00 6346.40 6953.60 .00 .00 1014.00 1534.00 .00 27449.000 454.21 .00 454.29 1417.15 .00 7298.35 11601.65 .00 .00 1014.00 1534.00 .00 27449.000 455.35 .00 455.43 1551.59 .00 6474.64 14825.36 .00 .00 1014.00 1534.00 .00 27449.000 458.88 .00 458.97 1740.59 .00 8413.46 27786.54 .00 .00 1014.00 1534.00 .00 27748.000 452.55 .00 452.62 1345.54 .00 5983.33 7316.67 .00 .00 1071.00 1606.00 .00 27748.000 454.29 .00 454.37 1404.20 .00 6833.15 12066.85 .00 .00 1071.00 1606.00 .00 27748.000 455.42 .00 455.49 1445.81 .00 6740.86 14559.14 .00 .00 1071.00 1606.00 .00 27748.000 458.93 .00 459.03 1691.04 .00 7106.93 29093.07 .00 .00 1071.00 1606.00 .00 27992.000 452.61 .00 452.70 1257.10 .00 7984.99 5315.01 .00 .00 1041.00 1543.00 .00 27992.000 454.35 .00 454.44 1310.22 .00 9578.19 9321.81 .00 .00 1041.00 1543.00 .00 27992.000 455.48 .00 455.55 1344.42 .00 8458.92 12841.08 .00 .00 1041.00 1543.00 .00 27992.000 458.99 .00 459.09 1468.71 .00 10869.34 25330.66 .00 .00 1041.00 1543.00 .00 28168.000 452.69 .00 452.74 1210.32 .00 4904.60 8395.40 .00 .00 1021.00 1419.00 .00 28168.000 454.42 .00 454.48 1269.55 .00 5856.45 13043.55 .00 .00 1021.00 1419.00 .00 28168.000 455.53 .00 455.59 1313.08 .00 5923.54 15376.46 .00 .00 1021.00 1419.00 .00 28168.000 459.04 .00 459.12 1463.68 .00 7734.27 28465.73 .00 .00 1021.00 1419.00 .00 26AUG99 12:50:36 SECNO CWSEL DIFKWS EG TOPWID 28492.000 452.74 .00 452.80 1114.02 28492.000 454.47 .00 454.54 1177.01 28492.000 455.57 .00 455.64 1220.21 28492.000 459.08 .00 459.18 1372.92 28720.000 452.80 .00 452.88 1024.32 28720.000 454.52 .00 454.61 1064.62 28720.000 455.62 .00 455.71 1095.73 28720.000 459.12 .00 459.25 1217.36 * 28890.000 452.80 .00 452.99 1019.57 * 28890.000 454.55 .00 454.71 1049.40 * 28890.000 455.65 .00 455.78 1077.65 28890.000 459.15 .00 459.32 1172.57 29124.000 452.85 .00 453.27 540.02 29124.000 454.53 .00 455.00 945.77 29124.000 455.70 .00 456.03 984.06 29124.000 459.25 .00 459.51 1166.19 29651.000 453.50 .00 453.67 841.65 29651.000 455.22 .00 455.39 942.76 29651.000 456.24 .00 456.39 1020.00 29651.000 459.65 .00 459.81 1597.87 29831.000 453.65 .00 453.77 727.21 29831.000 455.34 .00 455.49 825.86 29831.000 456.33 .00 456.48 857.57 29831.000 459.73 .00 459.89 1561.92 * 30027.000 453.68 .00 453.95 555.16 * 30027.000 455.38 .00 455.69 627.76 * 30027.000 456.38 .00 456.67 680.98 * 30027.000 459.75 .00 460.11 965.40 30384.000 453.95 .00 454.42 325.16 30384.000 455.78 .00 456.35 384.19 30384.000 456.74 .00 457.32 429.26 * 30384.000 460.20 .00 460.84 1011.48 30604.000 454.33 .00 454.78 447.02 30604.000 456.44 .00 456.87 721.55 30604.000 457.42 .00 457.80 825.02 * 30604.000 461.01 .00 461.34 1381.00 * 30958.000 454.95 .00 455.08 831.58 * 30958.000 457.03 .00 457.14 1035.29 * 30958.000 457.93 .00 458.04 1140.63 * 30958.000 461.41 .00 461.55 1421.05 Proposed Multiple Profile QLOB QCH QROB PERENC .00 5006.55 8293.45 .00 .00 6019.54 12880.46 .00 .00 6096.39 15203.61 .00 .00 8009.23 28190.77 .00 .00 5911.16 7388.84 .00 .00 7147.71 11752.29 .00 .00 7338.39 13961.61 .00 .00 9935.91 26264.09 .00 .00 8561.37 4738.63 2526.00 .00 9547.67 9352.33 2526.00 .00 9353.65 11946.35 2526.00 .00 11678.25 24521.76 2526.00 .00 13045.19 254.81 .00 .00 16893.40 2006.60 .00 .00 16547.19 4752.81 .00 .00 20273.36 15926.64 .00 .00 9521.14 3778.86 .00 .00 11421.57 7478.43 .00 .00 11744.22 9555.78 .00 .00 14812.16 21387.84 .00 .00 7498.20 5801.80 .00 .00 9442.72 9457.28 .00 .00 10000.05 11299.95 .00 .00 13612.30 22587.70 .00 .00 10268.69 3031.31 .00 .00 12971.14 5928.86 .00 .00 13549.02 7750.98 .00 .00 19570.11 16629.89 .00 .00 11557.92 1742.08 .00 .00 15413.09 3486.91 .00 .00 17098.64 4201.36 .00 .00 26476.39 9723.60 .00 .00 11002.26 2297.74 .00 .00 14003.59 4896.41 .00 .00 14980.47 6319.53 .00 .00 20512.48 15687.52 .00 .00 3826.59 9473.41 .00 .00 3454.15 15445.85 .00 .00 3542.99 17757.01 .00 .00 4713.60 31486.40 .00 PAGE 25 STENCL STCHL STCHR STENCR .00 1215.00 1605.00 .00 .00 1215.00 1605.00 .00 .00 1215.00 1605.00 .00 .00 1215.00 1605.00 .00 .00 1280.00 1689.00 .00 .00 1280.00 1689.00 .00 .00 1280.00 1689.00 .00 .00 1280.00 1689.00 .00 .00 1289.00 1696.00 2526.00 .00 1289.00 1696.00 2526.00 .00 1289.00 1696.00 2526.00 .00 1289.00 1696.00 2526.00 .00 1264.00 1620.00 .00 .00 1264.00 1620.00 .00 .00 1264.00 1620.00 .00 .00 1264.00 1620.00 .00 .00 1168.00 1615.00 .00 .00 1168.00 1615.00 .00 .00 1168.00 1615.00 .00 .00 1168.00 1615.00 .00 .00 1147.00 1570.00 .00 .00 1147.00 1570.00 .00 .00 1147.00 1570.00 .00 .00 1147.00 1570.00 .00 .00 1128.00 1525.00 .00 .00 1128.00 1525.00 .00 .00 1128.00 1525.00 .00 .00 1128.00 1525.00 .00 .00 1045.00 1447.00 .00 .00 1045.00 1447.00 .00 .00 1045.00 1447.00 .00 .00 1045.00 1447.00 .00 .00 1014.00 1350.00 .00 .00 1014.00 1350.00 .00 .00 1014.00 1350.00 .00 .00 1014.00 1350.00 .00 .00 1048.00 1285.00 .00 .00 1048.00 1285.00 .00 .00 1048.00 1285.00 .00 .00 1048.00 1285.00 .00 Proposed Multiple Profile 26AUG99 12:50:36 CWSEL 454.23 456.64 457.83 461.47 456.60 456.99 457.91 461.35 456.50 456.80 457.71 460.56 456.54 456.98 457.91 463.79 457.58 459.11 460.31 466.42 457.39 458.94 460.15 466.45 458.54 460.23 461.24 466.62 458.88 460.51 461.44 466.70 459.10 460.79 461.72 466.78 459.83 461.66 462.54 467.04 PAGE 26 DIPKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR .00 456.41 332.36 .00 11723.24 1576.76 .00 .00 1037.00 1204.00 .00 .00 457.81 953.24 .00 12454.94 6445.06 .00 .00 1037.00 1204.00 .00 .00 458.49 1022.21 .00 11147.37 10152.63 .00 .00 1037.00 1204.00 .00 .00 461.82 1156.00 .00 10525.38 25674.62 .00 .00 1037.00 1204.00 .00 .00 457.45 242.69 .00 13029.12 270.86 3140.00 3040.00 3400.00 3525.00 6180.00 .00 458.60 253.67 .00 18413.92 486.08 3140.00 3040.00 3400.00 3525.00 6180.00 .00 459.64 375.99 .00 20414.29 885.70 3140.00 3040.00 3400.00 3525.00 6180.00 .00 463.00 2053.18 682.16 27272.62 8245.22 3140.00 3040.00 3400.00 3525.00 6180.00 .00 457.80 153.82 .00 12521.37 778.63 3210.00 3050.00 3390.50 3539.50 6260.00 .00 459.29 156.84 .00 17736.25 1163.75 3210.00 3050.00 3390.50 3539.50 6260.00 .00 460.36 165.96 .00 19803.74 1496.26 3210.00 3050.00 3390.50 3539.50 6260.00 .00 465.15 202.51 .49 32832.32 3367.19 3210.00 3050.00 3390.50 3539.50 6260.00 .00 457.84 154.20 .00 12516.32 783.68 3210.00 3050.00 3390.50 3539.50 6260.00 .00 459.38 158.65 .00 17702.58 1197.42 3210.00 3050.00 3390.50 3539.50 6260.00 .00 460.46 168.00 .00 19764.42 1535.58 3210.00 3050.00 3390.50 3539.50 6260.00 .00 466.28 823.63 1024.61 29655.74 5519.65 3210.00 3050.00 3390.50 3539.50 6260.00 .00 457.93 290.55 .00 8978.24 421.76 3140.00 3040.00 3400.00 3525.00 6180.00 .00 459.58 951.58 1.17 11814.65 1384.18 3140.00 3040.00 3400.00 3525.00 6180.00 .00 460.68 1263.17 116.95 11910.53 2872.52 3140.00 3040.00 3400.00 3525.00 6180.00 .00 466.52 2913.10 3208.71 11661.86 21329.44 3140.00 3040.00 3400.00 3525.00 6180.00 .00 458.11 264.81 .00 7956.56 1443.44 .00 .00 2110.00 2325.00 .00 .00 459.77 320.89 .00 10433.99 2766.01 .00 .00 2110.00 2325.00 .00 .00 460.85 506.02 .00 11155.87 3744.13 .00 .00 2110.00 2325.00 .00 .00 466.54 3881.69 6537.39 9848.21 19814.40 .00 .00 2110.00 2325.00 .00 .00 458.71 721.03 2964.92 5760.13 674.95 .00 .00 1940.00 2150.00 .00 .00 460.37 1427.19 4534.07 6673.99 1991.94 .00 .00 1940.00 2150.00 .00 .00 461.35 2160.90 5098.79 6434.68 3366.53 .00 .00 1940.00 2150.00 .00 .00 466.68 3912.75 11293.13 8432.64 16474.23 .00 .00 1940.00 2150.00 .00 .00 459.05 372.01 .00 9400.00 .00 .00 .00 1390.00 1960.00 .00 .00 460.74 401.68 .00 13200.00 .00 .00 .00 1390.00 1960.00 .00 .00 461.67 500.04 58.17 14841.83 .00 .00 .00 1390.00 1960.00 .00 .00 466.78 3714.41 2823.72 17268.61 16107.67 .00 .00 1390.00 1960.00 .00 .00 459.38 296.32 .00 9400.00 .00 .00 .00 1135.00 1603.00 .00 .00 461.14 517.61 86.56 13113.44 .00 .00 .00 1135.00 1603.00 .00 .00 462.06 559.63 342.60 14557.40 .00 .00 .00 1135.00 1603.00 .00 .00 466.90 2537.00 3508.45 18165.44 14526.11 .00 .00 1135.00 1603.00 .00 .00 459.95 420.45 .00 9400.00 .00 .00 .00 868.00 1520.00 .00 .00 461.81 568.51 .10 13199.90 .00 .00 .00 868.00 1520.00 .00 .00 462.70 596.93 1.75 14898.25 .00 .00 .00 868.00 1520.00 .00 .00 467.26 1845.00 2023.57 30356.65 3819.77 .00 .00 868.00 1520.00 .00 Proposed Multiple Profile 26AUG99 12:50:36 PAGE 27 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR * 34850.000 460.00 .00 460.74 132.05 .00 9400.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 461.74 .00 462.78 155.47 .00 13200.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 462.56 .00 463.68 176.52 .00 14900.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 467.42 .00 467.91 1575.00 16180.99 19865.80 153.21 .00 .00 1310.00 1533.00 .00 34950.000 460.23 .00 460.95 131.76 .00 9400.00 .00 .00 .00 1310.00 1520.00 .00 34950.000 462.49 .00 463.07 1172.02 1825.08 11374.92 .00 .00 .00 1310.00 1520.00 .00 * 34950.000 463.65 .00 463.97 1702.77 4532.32 10367.68 .00 .00 .00 1310.00 1520.00 .00 * 34950.000 467.87 .00 468.05 1955.00 22749.63 13270.27 180.10 .00 .00 1310.00 1520.00 .00 * 35700.000 461.58 .00 462.03 667.16 266.73 9088.18 45.09 .00 .00 3106.00 3233.00 .00 * 35700.000 463.65 .00 463.96 1740.21 2873.48 9825.17 501.35 .00 .00 3106.00 3233.00 .00 * 35700.000 464.39 .00 464.63 1863.13 4434.17 9726.62 739.21 .00 .00 3106.00 3233.00 .00 35700.000 468.31 .00 468.49 2508.35 20264.21 12942.62 2993.17 .00 .00 3106.00 3233.00 .00 * 36250.000 462.13 .00 462.17 724.58 113.56 2488.03 6798.41 .00 .00 3028.00 3170.00 .00 * 36250.000 464.03 .00 464.09 1008.18 516.06 3419.35 9262.59 .00 .00 3028.00 3170.00 .00 * 36250.000 464.69 .00 464.75 1361.70 786.74 3808.74 10304.52 .00 .00 3028.00 3170.00 .00 * 36250.000 468.50 .00 468.66 2437.57 6359.95 8038.49 21801.56 .00 .00 3028.00 3170.00 .00 * 36970.000 461.85 .00 462.51 275.16 .00 8682.57 1317.43 .00 .00 2900.00 3060.00 .00 * 36970.000 463.87 .00 464.39 1026.83 581.34 10187.07 3031.60 .00 .00 2900.00 3060.00 .00 * 36970.000 464.59 .00 465.03 1239.68 1034.91 10545.85 4019.24 .00 .00 2900.00 3060.00 .00 * 36970.000 468.60 .00 468.98 1461.16 6052.22 15406.91 14740.87 .00 .00 2900.00 3060.00 .00 * 37600.000 462.86 .00 462.96 863.44 354.49 7041.48 2604.03 .00 .00 1931.00 2160.00 .00 * 37600.000 464.64 .00 464.74 870.55 615.69 8536.81 4647.51 .00 .00 1931.00 2160.00 .00 * 37600.000 465.26 .00 465.36 873.02 735.44 9276.54 5588.02 .00 .00 1931.00 2160.00 .00 * 37600.000 469.11 .00 469.33 1129.00 2457.73 17648.32 16093.94 .00 .00 1931.00 2160.00 .00 37800.000 462.92 .00 463.00 592.41 1340.52 4561.28 4098.20 .00 .00 2046.00 2185.00 .00 37800.000 464.67 .00 464.78 653.69 2414.96 5719.67 5665.37 .00 .00 2046.00 2185.00 .00 37800.000 465.29 .00 465.40 656.15 2911.39 6268.80 6419.82 .00 .00 2046.00 2185.00 .00 37800.000 469.14 .00 469.41 1259.42 9008.12 12252.92 14938.96 .00 .00 2046.00 2185.00 .00 37990.000 462.96 .00 463.07 656.31 1969.59 4006.28 4024.13 .00 .00 2157.00 2260.00 .00 37990.000 464.72 .00 464.84 708.92 3377.90 4853.88 5568.22 .00 .00 2157.00 2260.00 .00 37990.000 465.34 .00 465.47 711.39 4012.51 5264.51 6322.99 .00 .00 2157.00 2260.00 .00 37990.000 469.24 .00 469.52 1145.00 11498.82 9807.83 14893.34 .00 .00 2157.00 2260.00 .00 38050.000 463.00 .00 463.09 707.05 1761.04 3170.31 5068.64 .00 .00 2160.00 2260.00 .00 38050.000 464.76 .00 464.86 734.05 3028.23 3899.19 6872.58 .00 .00 2160.00 2260.00 .00 38050.000 465.38 .00 465.49 736.53 3606.89 4252.60 7740.50 .00 .00 2160.00 2260.00 .00 38050.000 469.31 .00 469.55 1086.00 10482.51 8182.07 17535.42 .00 .00 2160.00 2260.00 .00 38200.000 463.04 .00 463.13 696.18 1575.13 4795.41 3629.46 .00 .00 2139.00 2270.00 .00 38200.000 464.80 .00 464.90 736.81 2684.47 5865.58 5249.95 .00 .00 2139.00 2270.00 .00 38200.000 465.42 .00 465.53 739.16 3186.26 6377.37 6036.37 .00 .00 2139.00 2270.00 .00 38200.000 469.37 .00 469.62 1085.00 9229.67 12065.32 14905.02 .00 .00 2139.00 2270.00 .00 Proposed Multiple Profile 26AUG99 12:50:36 SECNO 38550.000 38550.000 38550.000 38550.000 39290.000 39290.000 39290.000 39290.000 * 39440.000 * 39440.000 * 39440.000 * 39440.000 CWSEL 463.13 464.89 465.51 469.53 463.37 465.12 465.75 469.89 463.12 464.73 465.32 469.20 * 39490.000 * 39490.000 * 39490.000 * 39490.000 39540.000 39540.000 39540.000 39540.000 39940.000 39940.000 39940.000 39940.000 40650.000 40650.000 40650.000 40650.000 48000.000 48000.000 48000.000 * 48000.000 51350.000 * 51350.000 51350.000 51350.000 53350.000 * 53350.000 * 53350.000 * 53350.000 463.99 465.91 466.59 471.13 463.81 465.76 466.47 471.18 464.51 466.42 467.10 471.81 465.66 467.56 468.21 473.06 468.67 470.11 470.69 476.35 469.40 471.31 472.00 477.57 469.66 471.80 472.57 477.98 164S AIR .00 .00 .00 .00 .00 1.75 2.38 6.52 .00 1.61 2.20 6.08 .00 1.92 2.60 7.14 .00 1.95 2.66 7.36 .00 1.91 2.60 7.30 .00 1.90 2.56 7.41 .00 1.44 2.02 7.68 .00 1.92 2.60 8.17 .00 2.14 2.90 8.32 EG TOPWID QLOB QCH QROB 463.24 687.52 1406.31 465.00 694.54 2404.58 465.64 697.04 2865.28 469.78 1205.00 8879.15 463.51 700.49 1409.26 465.26 704.00 2397.52 465.90 704.00 2852.84 470.21 704.00 8016.40 464.04 177.47 .00 465.94 396.82 132.31 466.62 428.35 277.95 471.39 593.00 2746.25 464.30 344.27 86.11 466.27 386.54 637.50 466.98 401.36 958.62 471.93 481.16 5269.02 464.60 406.39 20.56 466.54 559.07 436.04 467.22 596.84 681.88 472.03 700.00 3743.86 465.24 434.98 155.26 467.15 608.23 1118.64 467.81 616.19 1675.86 472.66 794.17 8740.88 465.94 565.09 58.33 467.80 785.02 722.41 468.45 827.17 1085.73 473.54 1034.27 9441.50 468.77 1263.04 1413.22 470.20 1483.39 2691.00 470.78 1539.09 3513.45 476.46 1778.04 15941.11 469.47 600.35 77.86 471.38 1381.84 1656.61 472.08 1438.65 2838.26 477.66 2459.19 21966.74 469.72 321.39 705.61 471.90 1384.03 1884.03 472.68 2182.56 3181.56 478.04 4232.74 26227.91 4487.55 4106.14 5260.78 6134.63 5656.40 7078.32 9971.95 17348.9C 5784.81 2805.93 6851.23 4551.25 7396.65 5350.51 13784.04 14399.56 9995.55 4.45 13249.19 418.50 14564.95 757.10 26660.69 6793.06 9913.89 .00 13162.50 .00 14641.38 .00 30828.00 102.97 9789.40 90.04 11938.83 1325.13 12653.08 2065.04 20116.57 12339.57 9145.74 599.00 10903.20 1678.16 11487.58 2236.56 17991.30 9467.82 5834.14 707.53 6659.71 1717.88 6886.45 2227.82 14423.24 12335.26 3356.71 530.07 3859.18 1449.81 4254.23 2032.32 7464.53 12794.36 3922.14 .00 5342.22 1.18 6557.36 4.37 14081.15 152.12 3288.72 5.68 5081.84 34.13 6153.35 65.09 7906.16 2065.93 PAGE 28 PERENC STENCL STCHL STCHR STENCR .00 .00 2142.00 2225.00 .00 .00 .00 2142.00 2225.00 .00 .00 .00 2142.00 2225.00 .00 .00 .00 2142.00 2225.00 .00 704.00 1360.00 1551.00 1675.00 2064.00 704.00 1360.00 1551.00 1675.00 2064.00 704.00 1360.00 1551.00 1675.00 2064.00 704.00 1360.00 1551.00 1675.00 2064.00 593.00 3921.00 4040.00 4150.00 4514.00 593.00 3921.00 4040.00 4150.00 4514.00 593.00 3921.00 4040.00 4150.00 4514.00 593.00 3921.00 4040.00 4150.00 4514.00 625.00 3880.00 4030.00 4310.00 4505.00 625.00 3880.00 4030.00 4310.00 4505.00 625.00 3880.00 4030.00 4310.00 4505.00 625.00 3880.00 4030.00 4310.00 4505.00 700.00 3900.00 4040.00 4150.00 4600.00 700.00 3900.00 4040.00 4150.00 4600.00 700.00 3900.00 4040.00 4150.00 4600.00 700.00 3900.00 4040.00 4150.00 4600.00 .00 .00 1420.00 1500.00 .00 .00 .00 1420.00 1500.00 .00 .00 .00 1420.00 1500.00 .00 .00 .00 1420.00 1500.00 .00 .00 .00 4730.00 4815.00 .00 .00 .00 4730.00 4815.00 .00 .00 .00 4730.00 4815.00 .00 .00 .00 4730.00 4815.00 .00 .00 .00 2370.00 2445.00 .00 .00 .00 2370.00 2445.00 .00 .00 .00 2370.00 2445.00 .00 .00 .00 2370.00 2445.00 .00 .00 .00 4160.00 4515.00 .00 .00 .00 4160.00 4515.00 .00 .00 .00 4160.00 4515.00 .00 .00 .00 4160.00 4515.00 .00 .00 .00 5570.00 5670.00 .00 .00 .00 5570.00 5670.00 .00 .00 .00 5570.00 5670.00 .00 .00 .00 5570.00 5670.00 .00 Proposed Multiple Profile 26AUG99 12:50:36 PAGE 29 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR * 55590.000 470.03 .00 470.27 88.53 .00 4000.00 .00 .00 .00 4250.00 4340.00 .00 * 55590.000 472.32 2.30 472.75 1166.26 434.69 6565.01 .30 .00 .00 4250.00 4340.00 .00 * 55590.000 473.25 3.22 473.67 1412.63 1865.81 7513.42 20.77 .00 .00 4250.00 4340.00 .00 * 55590.000 478.47 8.45 478.70 2309.08 24166.40 10771.61 1261.98 .00 .00 4250.00 4340.00 .00 -- 56940.000 470.80 .00 470.98 168.59 322.36 3677.64 .00 .00 .00 4335.00 4415.00 .00 56940.000 473.51 2.72 473.78 874.02 1346.35 5652.61 1.04 .00 .00 4335.00 4415.00 .00 56940.000 474.50 3.70 474.79 1465.21 2736.88 6635.67 27.46 .00 .00 4335.00 4415.00 .00 56940.000 479.35 8.56 479.51 2586.85 25470.90 9060.35 1668.75 .00 .00 4335.00 4415.00 .00 Proposed Multiple Profile 26AUG99 12:50:36 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 PAGE 30 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K 25530.000 .00 .00 .00 434.40 12800.00 451.01 .00 451.44 6.28 5.26 2433.14 5105.79 25530.000 .00 .00 .00 434.40 18200.00 452.29 .00 452.99 9.33 6.70 2716.70 5957.31 25530.000 .00 .00 .00 434.40 20600.00 453.52 .00 454.25 9.06 6.86 3000.97 6843.65 25530.000 .00 .00 .00 434.40 36200.00 455.89 .00 457.48 16.69 10.12 3577.77 8860.49 25770.000 240.00 .00 .00 434.60 12800.00 451.29 .00 451.57 3.67 4.21 3038.09 6682.62 25770.000 240.00 .00 .00 434.60 18200.00 452.74 .00 453.18 5.33 5.34 3411.19 7884.46 25770.000 240.00 .00 .00 434.60 20600.00 453.97 .00 454.44 5.25 5.50 3742.11 8992.90 25770.000 240.00 .00 .00 434.60 36200.00 456.85 .00 457.83 8.99 7.95 4551.38 12075.56 * 26830.000 1010.00 .00 .00 436.30 13300.00 451.71 .00 452.16 8.35 5.40 2464.86 4602.21 26830.000 1010.00 .00 .00 436.30 18900.00 453.40 .00 453.94 10.17 6.07 3977.25 5927.09 26830.000 1010.00 .00 .00 436.30 21300.00 454.69 .00 455.09 7.89 5.48 5477.10 7583.05 26830.000 1010.00 .00 .00 436.30 36200.00 458.31 .00 458.61 5.80 5.15 10273.40 15029.79 26880.000 50.00 .00 .00 436.20 13300.00 451.88 .00 452.21 6.74 4.62 2875.93 5122.77 26880.000 50.00 .00 .00 436.20 18900.00 453.51 .00 454.00 8.51 5.59 3378.64 6478.99 26880.000 50.00 .00 .00 436.20 21300.00 454.71 .00 455.17 7.62 5.53 4341.02 7717.00 26880.000 50.00 .00 .00 436.20 36200.00 458.55 .00 458.77 11.24 4.25 10017.14 10799.85 27165.000 284.00 .00 .00 436.10 13300.00 452.17 .00 452.40 7.00 4.73 4397.73 5028.57 27165.000 284.00 .00 .00 436.10 18900.00 454.03 .00 454.19 4.65 4.18 6830.90 8769.29 27165.000 284.00 .00 .00 436.10 21300.00 455.24 .00 455.35 3.89 3.07 8518.81 10794.94 * 27165.000 284.00 .00 .00 436.10 36200.00 458.80 .00 458.91 2.97 2.31 13788.93 20993.43 * 27449.000 284.00 .00 .00 435.60 13300.00 452.45 .00 452.54 3.08 2.61 5788.23 7572.46 27449.000 284.00 .00 .00 435.60 18900.00 454.21 .00 454.29 2.83 2.52 8109.07 11241.65 27449.000 284.00 .00 .00 435.60 21300.00 455.35 .00 455.43 2.48 1.99 9814.38 13531.77 27449.000 284.00 .00 .00 435.60 36200.00 458.88 .00 458.97 2.01 1.71 15747.87 25537.71 27748.000 299.00 .00 .00 435.20 13300.00 452.55 .00 452.62 2.69 2.49 6257.29 8104.71 27748.000 299.00 .00 .00 435.20 18900.00 454.29 .00 454.37 2.43 2.39 8657.44 12122.07 27748.000 299.00 .00 .00 435.20 21300.00 455.42 .00 455.49 1.97 2.13 10267.72 15167.97 27748.000 299.00 .00 .00 435.20 36200.00 458.93 .00 459.03 1.96 1.60 15662.89 25853.45 27992.000 244.00 .00 .00 435.60 13300.00 452.61 .00 452.70 2.47 2.87 6341.18 8456.04 27992.000 244.00 .00 .00 435.60 18900.00 454.35 .00 454.44 2.21 2.91 8574.51 12704.22 27992.000 244.00 .00 .00 435.60 21300.00 455.48 .00 455.55 2.26 2.32 10070.53 14159.87 27992.000 244.00 .00 .00 435.60 36200.00 458.99 .00 459.09 2.11 2.22 14983.22 24924.34 28168.000 176.00 .00 .00 436.60 13300.00 452.69 .00 452.74 1.83 2.05 7281.66 9820.41 28168.000 176.00 .00 .00 436.60 18900.00 454.42 .00 454.48 1.75 2.06 9422.91 14271.77 28168.000 176.00 .00 .00 436.60 21300.00 455.53 .00 455.59 1.50 1.88 10846.48 17409.68 28168.000 176.00 .00 .00 436.60 36200.00 459.04 .00 459.12 1.51 1.77 15731.42 29417.87 Proposed Multiple Profile 26AUG99 12:50:36 PAGE 32 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K * 31335.000 377.00 .00 .00 438.55 13300.00 454.23 454.23 456.41 88.00 12.47 1231.77 1417.78 * 31335.000 377.00 .00 .00 438.55 18900.00 456.64 .00 457.81 50.89 10.10 2560.06 2649.28 * 31335.000 377.00 .00 .00 438.55 21300.00 457.83 .00 458.49 30.20 8.02 3733.31 3875.89 * 31335.000 377.00 .00 .00 438.55 36200.00 461.47 .00 461.82 13.21 5.45 7720.16 9959.58 * 32150.000 170.00 .00 .00 437.00 13300.00 456.60 .00 457.45 9.62 7.49 1924.65 4288.34 * 32150.000 170.00 .00 .00 437.00 18900.00 456.99 .00 458.60 17.86 10.31 2023.06 4472.34 32150.000 170.00 .00 .00 437.00 21300.00 457.91 .00 459.64 18.62 10.78 2287.90 4936.08 32150.000 170.00 .00 .00 437.00 36200.00 461.35 459.95 463.00 18.32 11.77 6031.40 8458.23 32200.000 50.00 463.60- 999999.00 435.00 13300.00 456.50 .00 457.80 5.54 9.40 1510.25 5653.12 32200.000 50.00 463.60 - 999999.00 435.00 18900.00 456.80 .00 459.29 10.46 12.98 1556.98 5843.30 32200.000 50.00 463.60- 999999.00 435.00 21300.00 457.71 .00 460.36 10.91 13.44 1703.79 6448.17 32200.000 50.00 463.60 - 999999.00 435.00 36200.00 460.56 .00 465.15 17.51 17,83 2221.51 8651.76 32230.000 50.00 463.60 - 999999.00 435.00 13300.00 456.54 .00 457.84 5.49 9.37 1515.99 5676.41 32230.000 50.00 463.60- 999999.00 435.00 18900.00 456.98 .00 459.38 10.06 12.76 1585.47 5959.83 32230.000 50.00 463.60- 999999.00 435.00 21300.00 457.91 .00 460.46 10.45 13.20 1737.87 6590.11 * 32230.000 50.00 463.60 - 999999.00 435.00 36200.00 463.79 459.20 466.28 17.23 13.56 3447.82 8721.79 * 32250.000 1.00 .00 .00 437.00 9400.00 457.58 .00 457.93 6.31 4.84 2179.50 3743.31 32250.000 1.00 .00 .00 437.00 13200.00 459.11 .00 459.58 8.41 5.80 3053.35 4552.74 32250.000 1.00 .00 .00 437.00 14900.00 460.31 .00 460.68 6.99 5.45 4379.17 5637.62 * 32250.000 1.00 .00 .00 437.00 36200.00 466.42 .00 466.52 2.47 3.95 19441.05 23013.97 * 32305.000 55.00 .00 .00 437.70 9400.00 457.39 .00 458.11 31.07 7.22 1483.61 1686.46 * 32305.000 55.00 .00 .00 437.70 13200.00 458.94 .00 459.77 34.17 7.89 1935.94 2258.09 * 32305.000 55.00 .00 .00 437.70 14900.00 460.15 .00 460.85 27.71 7.36 2375.01 2830.75 32305.000 55.00 .00 .00 437.70 36200.00 466.45 .00 466.54 4.25 3.61 17805.18 17564.51 * 32725.000 420.00 .00 .00 438.20 9400.00 458.54 .00 458.71 6.86 3.89 3532.58 3587.78 * 32725.000 420.00 .00 .00 438.20 13200.00 460.23 .00 460.37 6.43 3.83 5301.66 5206.11 * 32725.000 420.00 .00 .00 438.20 14900.00 461.24 .00 461.35 5.10 3.32 6957.59 6597.42 * 32725.000 420.00 .00 .00 438.20 36200.00 466.62 .00 466.68 2.06 2.76 22589.42 25211.92 33145.000 420.00 .00 .00 438.40 9400.00 458.88 .00 459.05 10.18 3.31 2842.72 2946.54 33145.000 420.00 .00 .00 438.40 13200.00 460.51 .00 460.74 11.28 3.80 3473.41 3930.18 * 33145.000 420.00 .00 .00 438.40 14900.00 461.44 .00 461.67 10.66 3.85 3925.54 4564.62 33145.000 420.00 .00 .00 438.40 36200.00 466.70 .00 466.78 3.47 2.59 19239.26 19426.96 33470.000 325.00 .00 .00 439.00 9400.00 459.10 .00 459.38 8.54 4.29 2191.23 3216.86 33470.000 325.00 .00 .00 439.00 13200.00 460.79 .00 461.14 11.22 4.79 2855.17 3940.79 33470.000 325.00 .00 .00 439.00 14900.00 461.72 .00 462.06 11.14 4.71 3361.25 4464.33 33470.000 325.00 .00 .00 439.00 36200.00 466.78 .00 466.90 3.95 3.34 15137.55 18213.37 34260.000 790.00 .00 .00 438.80 9400.00 459.83 .00 459.95 5.88 2.83 3316.14 3876.19 34260.000 790.00 .00 .00 438.80 13200.00 461.66 .00 461.81 6.34 3.16 4171.45 5244.45 34260.000 790.00 .00 .00 438.80 14900.00 462.54 .00 462.70 5.92 3.18 4687.55 6124.94 34260.000 790.00 .00 .00 438.80 36200.00 467.04 .00 467.26 6.51 4.01 11130.10 14189.68 Proposed Multiple Profile 26AUG99 12:50:36 PAGE 33 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K * 34850.000 590.00 .00 .00 439.30 9400.00 460.00 .00 460.74 21.63 6.87 1367.48 2021.22 * 34850.000 590.00 .00 .00 439.30 13200.00 461.74 .00 462.78 29.89 8.16 1616.71 2414.58 * 34850.000 590.00 .00 .00 439.30 14900.00 462.56 .00 463.68 34.07 8.50 1752.68 2552.67 * 34850.000 590.00 .00 .00 439.30 36200.00 467.42 .00 467.91 17.05 7.10 8119.87 8766.89 34950.000 100.00 .00 .00 439.30 9400.00 460.23 .00 460.95 20.70 6.79 1384.91 2065.93 34950.000 100.00 .00 .00 439.30 13200.00 462.49 .00 463.07 20.74 6.56 2932.49 2898.38 * 34950.000 100.00 .00 .00 439.30 14900.00 463.65 .00 463.97 13.54 5.31 4624.61 4049.31 * 34950.000 100.00 .00 .00 439.30 36200.00 467.87 .00 468.05 6.75 4.68 12659.06 13937.03 * 35700.000 750.00 .00 .00 439.50 9400.00 461.58 .00 462.03 10.13 5.48 2090.27 2953.57 * 35700.000 750.00 .00 .00 439.50 13200.00 463.65 .00 463.96 7.24 5.11 4910.60 4906.59 * 35700.000 750.00 .00 .00 439.50 14900.00 464.39 .00 464.63 6.05 4.83 6243.85 6057.86 35700.000 750.00 .00 .00 439.50 36200.00 468.31 .00 468.49 5.14 5.15 14609.76 15972.03 * 36250.000 550.00 .00 .00 439.80 9400.00 462.13 .00 462.17 .77 1.45 5901.88 10690.19 * 36250.000 550.00 .00 .00 439.80 13200.00 464.03 .00 464.09 .90 1.73 7534.95 13943.31 * 36250.000 550.00 .00 .00 439.80 14900.00 464.69 .00 464.75 .95 1.84 8317.66 15263.00 * 36250.000 550.00 .00 .00 439.80 36200.00 468.50 .00 468.66 1.96 3.07 14876.16 25859.54 * 36970.000 720.00 .00 .00 440.00 10000.00 461.85 .00 462.51 24.39 6.93 1692.50 2024.88 * 36970.000 720.00 .00 .00 440.00 13800.00 463.87 .00 464.39 17.56 6.54 3243.59 3293.50 * 36970.000 720.00 .00 .00 440.00 15600.00 464.59 .00 465.03 15.28 6.31 4052.46 3990.67 * 36970.000 720.00 .00 .00 440.00 36200.00 468.60 .00 468.98 12.09 6.66 9390.33 10409.01 * 37600.000 630.00 .00 .00 440.00 10000.00 462.86 .00 462.96 3.10 2.81 4526.63 5680.58 * 37600.000 630.00 .00 .00 440.00 13800.00 464.64 .00 464.74 2.76 2.93 6066.55 8310.66 * 37600.000 630.00 .00 .00 440.00 15600.00 465.26 .00 465.36 2.78 3.04 6605.27 9357.61 * 37600.000 630.00 .00 .00 440.00 36200.00 469.11 .00 469.33 4.31 4.49 10391.60 17431.84 37800.000 200.00 .00 .00 440.00 10000.00 462.92 .00 463.00 2.30 2.45 4520.46 6599.47 37800.000 200.00 .00 .00 440.00 13800.00 464.67 .00 464.78 2.39 2.72 5604.44 8922.08 37800.000 200.00 .00 .00 440.00 15600.00 465.29 .00 465.40 2.52 2.86 6007.39 9834.33 37800.000 200.00 .00 .00 440.00 36200.00 469.14 .00 469.41 4.64 4.50 9219.06 16807.02 37990.000 190.00 .00 .00 441.00 10000.00 462.96 .00 463.07 3.17 3.04 4012.89 5616.72 37990.000 190.00 .00 .00 441.00 13800.00 464.72 .00 464.84 3.03 3.23 5233.40 7933.29 37990.000 190.00 .00 .00 441.00 15600.00 465.34 .00 465.47 3.10 3.37 5671.50 8860.34 37990.000 190.00 .00 .00 441.00 36200.00 469.24 .00 469.52 5.03 4.99 9094.12 16138.39 38050.000 60.00 .00 .00 441.00 10000.00 463.00 .00 463.09 2.42 2.58 4517.34 6434.62 38050.000 60.00 .00 .00 441.00 13800.00 464.76 .00 464.86 2.34 2.77 5794.41 9024.22 38050.000 60.00 .00 .00 441.00 15600.00 465.38 .00 465.49 2.41 2.90 6250.20 10050.69 38050.000 60.00 .00 .00 441.00 36200.00 469.31 .00 469.55 4.05 4.40 9698.74 17993.36 38200.000 150.00 .00 .00 441.00 10000.00 463.04 .00 463.13 3.10 2.98 4291.60 5678.47 38200.000 150.00 .00 .00 441.00 13800.00 464.80 .00 464.90 2.97 3.19 5559.22 8010.06 38200.000 150.00 .00 .00 441.00 15600.00 465.42 .00 465.53 3.04 3.32 6017.49 8951.44 38200.000 150.00 .00 .00 441.00 36200.00 469.37 .00 469.62 4.90 4.95 9513.02 16348.27 Proposed Multiple Profile 26AUG99 12:50:36 PAGE 34 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 38550.000 350.00 .00 .00 441.20 10000.00 463.13 .00 463.24 2.83 3.30 4412.67 5939.31 38550.000 350.00 .00 .00 441.20 13800.00 464.89 .00 465.00 2.77 3.49 5626.53 8284.72 38550.000 350.00 .00 .00 441.20 15600.00 465.51 .00 465.64 2.87 3.63 6060.15 9214.62 38550.000 350.00 .00 .00 441.20 36200.00 469.53 .00 469.78 4.67 5.27 9894.98 16759.19 39290.000 740.00 .00 .00 441.88 10000.00 463.37 .00 463.51 4.33 3.62 4153.83 4806.61 39290.000 740.00 .00 .00 441.88 13800.00 465.12 .00 465.26 3.97 3.78 5381.77 6922.53 39290.000 740.00 .00 .00 441.88 15600.00 465.75 .00 465.90 4.03 3.91 5824.61 7775.33 39290.000 740.00 .00 .00 441.88 36200.00 469.89 .00 470.21 6.28 5.73 8736.36 14440.70 * 39440.000 150.00 .00 .00 442.00 10000.00 463.12 .00 464.04 22.09 7.73 1305.88 2127.79 * 39440.000 150.00 .00 .00 442.00 13800.00 464.73 .00 465.94 26.05 9.01 1828.95 2703.79 * 39440.000 150.00 .00 .00 442.00 15600.00 465.32 .00 466.62 27.25 9.49 2072.90 2988.38 * 39440.000 150.00 .00 .00 442.00 36200.00 469.20 .00 471.39 40.29 13.59 4119.45 5702.79 * 39490.000 50.00 .00 .00 442.00 10000.00 463.99 .00 464.30 9.32 4.48 2302.07 3275.63 * 39490.000 50.00 .00 .00 442.00 13800.00 465.91 .00 466.27 9.94 4.93 3002.82 4376.86 * 39490.000 50.00 .00 .00 442.00 15600.00 466.59 .00 466.98 10.40 5.14 3271.46 4838.47 * 39490.000 50.00 .00 .00 442.00 36200.00 471.13 .00 471.93 15.06 7.52 5266.97 9328.90 39540.000 50.00 .00 .00 442.00 9900.00 463.81 .00 464.60 17.91 7.15 1513.53 2339.16 39540.000 50.00 .00 .00 442.00 13700.00 465.76 .00 466.54 16.49 7.54 2498.44 3373.58 39540.000 50.00 .00 .00 442.00 15400.00 466.47 .00 467.22 15.78 7.61 2907.67 3876.15 39540.000 50.00 .00 .00 442.00 36200.00 471.18 .00 472.03 16.16 9.23 6101.06 9005.43 39940.000 400.00 .00 .00 442.00 9900.00 464.51 .00 465.24 13.87 7.14 1718.02 2658.69 39940.000 400.00 .00 .00 442.00 13700.00 466.42 .00 467.15 13.52 7.61 2747.06 3725.71 39940.000 400.00 .00 .00 442.00 15400.00 467.10 .00 467.81 13.25 7.72 3164.84 4230.45 39940.000 400.00 .00 .00 442.00 36200.00 471.81 .00 472.66 15.34 9.65 6300.81 9242.76 40650.000 700.00 .00 .00 440.00 6600.00 465.66 .00 465.94 6.22 4.51 1823.27 2645.94 40650.000 700.00 .00 .00 440.00 9100.00 467.56 .00 467.80 5.48 4.58 3131.54 3887.90 40650.000 700.00 .00 .00 440.00 10200.00 468.21 .00 468.45 5.16 4.56 3662.33 4488.13 40650.000 700.00 .00 .00 440.00 36200.00 473.06 .00 473.54 10.13 7.50 8142.41 11371.93 48000.000 7350.00 .00 .00 445.60 5300.00 468.67 .00 468.77 2.82 3.02 3309.52 3153.69 48000.000 7350.00 .00 .00 445.60 8000.00 470.11 .00 470.20 2.74 3.17 5341.49 4836.74 48000.000 7350.00 .00 .00 445.60 9800.00 470.69 .00 470.78 2.96 3.37 6216.24 5697.72 * 48000.000 7350.00 .00 .00 445.60 36200.00 476.35 .00 476.46 3.47 4.43 15577.89 19445.75 51350.000 3350.00 .00 .00 446.50 4000.00 469.40 .00 469.47 1.46 2.26 2036.29 3305.06 * 51350.000 3350.00 .00 .00 446.50 7000.00 471.31 .00 471.38 4.63 2.38 4020.73 3254.38 51350.000 3350.00 .00 .00 446.50 9400.00 472.00 .00 472.08 4.95 2.63 4986.88 4225.20 51350.000 3350.00 .00 .00 446.50 36200.00 477.57 .00 477.66 3.26 3.15 17052.34 20057.54 53350.000 2000.00 .00 .00 448.00 4000.00 469.66 .00 469.72 1.09 2.09 2319.84 3827.59 * 53350.000 2000.00 .00 .00 448.00 7000.00 471.80 .00 471.90 1.70 2.85 3991.79 5361.92 * 53350.000 2000.00 .00 .00 448.00 9400.00 472.57 .00 472.68 2.17 3.30 5309.57 6377.94 * 53350.000 2000.00 .00 .00 448.00 36200.00 477.98 .00 478.04 1.53 3.29 25949.61 29255.43 Payne Family Interests A Schreiber Tract (Denton Creek) \ \RANGER \VOL 1 \ PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc Post Project Floodway August 1999 Proposed Floodway +++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ * HEC -2 WATER SURFACE PROFILES + * * Version 4.6.2; May 1991 + * * RUN DATE 27AUG99 TIME 09:44:48 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXX)Dm XXXXX XXXXX X X X XXXXX X X XXXXXXX xxxx++++ + + +x + +xx + +xxxx + + + + + +x +x + + +xxr ++ * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 xxx++ x++ + + +x + + +x + + +x +xx + + + + +xxx + + + + + +xx Proposed Floodway 27AUG99 09:44:48 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE 1 THIS RUN EXECUTED 27AUG99 09:44:48 T1 DENTON CREEK - SCHREIBER TRACT PROPOSED CONDITIONS MBJ /BMS 6/99 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS W /FLOODWAY KHA /MRE 7/99 T3 DENTON CREEK, TEXAS FILE: DENPRFW.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 0 0 0 0 453.5205 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 115 150 200 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268 +80 THROUGH 313 +35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. QT 8 20600 20600 20600 20600 20600 20600 20600 20600 NC .055 .055 .035 .1 .3 ET 2494. 2742. 2.1 7.1 2494. 2743. X1 25530 45 2495.2 2742.67 700 560 700 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 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 3100 GR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 3620 GR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 4100 GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 4600 ET 2495 2780 2.1 7.1 2495 2780 0 X1 25770 40 2495.2 2780 240 240 240 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 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 Proposed Floodway 27AUG99 09:44:48 PAGE 2 GR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 457.8 3230 GR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 457.1 3515 GR 457.1 3540 456 3555 456 3590 459.6 3600 457.7 4360 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 .055 NH 5200 NOTE: GR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY -DAVIS PIS UPDATE CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AHHA. ET 2619. 5200. 2.1 7.1 2619.58 3200. X1 26830 42 2619.58 3100 1030 960 1010 GR 464.9 550 461.9 600 459.1 700 455.9 800 452.9 900 GR 451.7 1000 451.3 1100 451.2 1200 450.9 1300 451.1 1400 GR 452.8 1500 452.8 1600 452.4 1700 453.2 1800 453.1 1900 GR 453.3 2000 454.2 2100 454.4 2200 455.3 2300 456 2400 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 2702 436.74 2738 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 3005 436.3 3027 GR 436.5 3062 452 3100 454 3200 452 3230 452 3290 GR 452.0 3500 452 3650 452.0 3920 456.3 4000 460 4250 GR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268 +80 THRU 313 +35 FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. AHHA. NOTE: SECTIONS 268 +80 THROUGH 313 +35 R.O.B. FLOODWAY SET AT 100 YEAR CWSEL END STATION BEGIN PROPOSED PARK IMPROVEMENTS NH 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 1521.0 .07 NH 1634.0 .045 2761.0 ET 7.1 1012.0 2668.71 X1 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 1113.0 436.76 1188.0 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 1634.0 456.0 1666.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 453.8 2084.0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 2658.0 ET 7.1 985.0 2610.1 Xi 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 1137.0 GR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 459.0 1308.0 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 453.0 1420.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 1808.0 448.5 1909.0 GR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 450.0 2460.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 Proposed Floodway 27AUG99 09:44:48 PAGE 3 NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 ET 7.1 1014.0 2736.39 X1 27449 39.0 1014.0 1534.0 240 248 284 GR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 GR 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 GR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 GR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 GR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION FIS SECTION 280 +80 'n' VALUE LOWERED FOR PROPOSED CONDS. THRU LAKE EXPANSION AREA NH 8 .05 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 ET 7.1 1071.0 2767.54 X1 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 GR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 1371.0 459.0 1426.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 GR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 2789.0 'n' VALUE LOWERED THRU LAKE EXPANSION AREA NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 ET 7.1 1041.0 2589.88 X1 27992 42.0 1041.0 1543.0 213 309 244 GR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 GR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 GR 455.0 2587.0 460.0 2617.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 NH 2496.0 ET 7.1 1021.0 2470.91 X1 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 GR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 Proposed Floodway 27AUG99 09:44:48 PAGE 4 GR 446.6 2297.0 448.0 2319.0 449.0 2339.0 450.0 2384.0 451.0 2437.0 GR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIS SECTION 288 +70 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 8 .05 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 NH 1605.0 .040 1842.0 .035 2384.0 .040 2599.0 ET 7.1 1215.0 2578.64 X1 28492 32.0 1215.0 1605.0 406 307 324 GR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 GR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 GR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 GR 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 GR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 GR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 GR 455.0 2576.0 460.0 2599.0 NH 10 .05 1321.0 .04 1537.0 .065 1576.0 .04 1643.0 .07 NH 1689.0 .040 1830.0 .035 1945.0 .040 2150.0 .035 2350.0 .04 NH 2543.0 ET 7.1 1280.0 2516.67 X1 28720 40.0 1280.0 1689.0 173 338 228 GR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 GR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 GR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 GR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 GR 450.0 1746.0 449.0 1758.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 GR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 GR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 GR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 NH 6 .05 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 NH 1699.0 .040 2703.0 ET 2526 2.1 7.1 1289.0 2526.00 X1 28890 45.0 1289.0 1696.0 153 194 170 GR 462.0 1289.0 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 GR 437.71 1433.0 450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 GR 459.0 1564.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 GR 437.1 1637.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 GR 460.0 1709.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 GR 448.0 1802.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 GR 450.0 2253.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 GR 451.0 2457.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 GR 456.5 2555.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 APPROXIMATE LOCATION PIS SECTION 296 +10 NH 4 .05 1318.0 .04 1542.0 .07 1654.0 .040 2490.0 ET 7.1 1264.0 2359.22 X1 29124 29 1264.0 1620.0 161 337 234 GR 462.0 1264.0 460.0 1272.0 455.0 1293.0 450.0 1318.0 437.83 1367.0 GR 437.83 1409.0 449.5 1456.0 437.4 1488.0 437.6 1512.0 450.0 1542.0 GR 455.0 1577.0 459.0 1620.0 459.0 1654.0 455.0 1673.0 451.0 1693.0 GR 450.5 1705.0 451.0 1715.0 452.0 1755.0 453.0 1846.0 453.8 2015.0 GR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 453.0 2333.0 27AUG99 09:44:48 GR 454.0 2340.0 455.0 2345.0 NH 10 .05 1219.0 .04 NH 1620.0 .040 1735.0 .040 NH 2777.0 ET X1 29651 48.0 1168.0 1615.0 GR 462.0 1168.0 460.0 1176.0 GR 438.06 1320.0 450.0 1368.0 GR 458.0 1471.0 455.0 1497.0 GR 450.0 1597.0 455.0 1605.0 GR 455.0 1625.0 450.0 1670.0 GR 450.8 1932.0 450.0 2102.0 GR 449.9 2162.0 450.0 2170.0 GR 458.0 2403.0 455.0 2486.0 GR 457.0 2558.0 455.0 2566.0 GR 459.0 2604.0 459.0 2772.0 NH 10 .05 1175.0 .04 NH 1654.0 .040 1770.0 .035 NH 2771.0 ET X1 29831 47 1147.0 1570.0 GR 462.0 1147.0 460.0 1155.0 GR 438.14 1296.0 450.0 1343.0 GR 460.0 1421.0 459.0 1444.0 GR 439.3 1518.0 450.0 1543.0 GR 459.8 1586.0 455.0 1607.0 GR 449.0 1735.0 447.9 1770.0 GR 457.0 2139.0 458.0 2239.0 GR 458.0 2388.0 455.0 2396.0 GR 459.0 2434.0 459.0 2476.0 GR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION FIS SECTION 305 +70 NH 8 .05 1176.0 .04 NH 1672.0 .045 1940.0 .035 ET X1 30027 34 1128.0 1525.0 GR 462.0 1128.0 460.0 1136.0 GR 438.23 1267.0 450.0 1314.0 GR 450.0 1420.0 439.8 1434.0 GR 460.0 1525.0 460.5 1548.0 GR 459.0 1740.0 457.0 1758.0 GR 450.0 1908.0 447.9 1940.0 GR 454.0 2116.0 455.0 2131.0 NH 9 .05 1095.0 .04 NH 1668.0 .045 1694.0 .07 ET Proposed Floodway PAGE 5 459.0 2426.0 460.0 2490.0 1410.0 .065 1529.0 .04 1597.0 .07 1780.0 .040 2486.0 .075 2604.0 .045 7.1 1168.0 2590.89 600 404 527 455.0 1196.0 450.0 1219.0 438.06 1267.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 460.0 2777.0 1421.0 .065 1480.0 .04 1543.0 .07 2090.0 .045 2396.0 .075 2434.0 .045 7.1 1147.0 2421.32 171 197 180 455.0 1175.0 450.0 1197.0 438.14 1244.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 1314.0 .065 1420.0 .04 1476.0 .07 1975.0 .045 2190.0 7.1 1128.0 2140.64 148 299 196 455.0 1156.0 450.0 1176.0 438.23 1223.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 459.0 2159.0 460.0 2190.0 1225.0 .065 1320.0 .04 1377.0 .07 1951.0 .045 1977.0 .07 2150.0 7.1 1045.0 1994.78 27AUG99 09:44:48 X1 30384 46.0 1045.0 1447.0 GR 462.0 1045.0 460.0 1053.0 GR 438.14 1178.0 450.0 1225.0 GR 455.0 1307.0 450.0 1320.0 GR 450.0 1377.0 455.0 1391.0 GR 460.0 1504.0 460.0 1570.0 GR 450.0 1668.0 445.0 1673.0 GR 460.0 1716.0 460.0 1756.0 GR 458.0 1888.0 455.0 1930.0 GR 450.0 1977.0 455.0 1982.0 GR 460.0 2150.0 1967.0 458.0 APPROXIMATE 458.0 LOCATION FIS SECTION 312 +30 NH 10 .05 1063 .04 NH 1469 .045 1496 .07 NH 2395 7.1 1014 ET 269 319 X1 30604 49 1014 1350 GR 461.0 1014 460.0 1022 GR 438.55 1141 450.0 1187 GR 450.0 1244 449.0 1247 GR 446.0 1295 447.0 1297 GR 461.0 1350 461.0 1454 GR 446.0 1473 446.0 1488 GR 461.0 1582 461.0 1601 GR 452.0 1751 455.0 1796 GR 450.0 1876 447.0 1885 GR 456.0 2048 458.0 2191 NH 7.0 .0500 1093.0 .0400 NH 2157 .0450 2173 .0700 ET 1346.0 .0400 2028.0 .0700 X1 30958 33 1048.0 1285.0 GR 461.0 1048.0 460.0 1056.0 GR 438.55 1142.0 450.0 1183.0 GR 465.3 1298.0 450.0 1346.0 GR 448.0 1496.0 448.0 1636.0 GR 451.0 1940.0 453.0 1987.0 GR 455.0 2146.0 448.0 2157.0 GR 457.0 2232.0 459.0 2380.0 NH 7.0 .0500 1094.0 .0400 NH 2103.0 .0450 2124.0 .0700 ET 2177.0 456.0 2196.0 461.0 X1 31335 32 1037.0 1204.0 GR 461.0 1037.0 460.0 1045.0 GR 438.55 1140.0 450.0 1176.0 GR 461.0 1228.0 460.0 1231.0 GR 453.0 1342.0 453.0 1396.0 GR 456.0 1739.0 456.0 1889.0 GR 449.0 2103.0 449.0 2117.0 GR 460.0 2180.0 461.0 2193.0 Proposed Floodway PAGE 6 371 410 357 455.0 1073.0 450.0 1095.0 438.14 1142.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 1187 .065 1247 .04 1301 .07 1601 .040 1831 .045 1895 0.07 7.1 1014 2149.69 269 319 220 455.0 1042 450.0 1063 438.55 1109 455.0 1211 455.8 1220 455.0 1230 448.0 1273 447.0 1276 446.0 1282 450.0 1301 455.0 1316 460.0 1340 460.0 1457 455.0 1464 450.0 1469 450.0 1496 455.0 1506 460.0 1527 460.0 1618 455.0 1653 452.0 1730 458.0 1831 458.0 1863 455.0 1867 447.0 1895 450.0 1898 455.0 1917 459.0 2247 461.0 2395 1183.0 .0700 1346.0 .0400 2028.0 .0700 2504.0 7.1 1048.0 2300.64 303 302 354 455.0 1076.0 450.0 1093.0 438.55 1134.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 461.0 2504.0 1176.0 .0700 1283.0 .040 2090.0 .0700 2193.0 7.1 1037.0 2171.32 377 344 377 455.0 1065.0 450.0 1094.0 438.55 1130.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 END AHH CROSS SECTION Proposed Floodway 27AUG99 09:44:48 PAGE 7 CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. NC .055 .055 .035 .5 .7 ET 3040. 6180. 2.1 7.1 3040. 4400. X1 32150 40 3400 3525 160 180 170 GR 470 1000 461 1600 461 1800 458 2000 459 2100 GR 457 2200 457 2220 459 2320 456.5 2620 455 2640 GR 457 2650 456.5 2680 459 2900 459 3100 460 3200 GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 GR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GR 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720 GR 461 5110 462 5200 462 5460 464 5800 470 6180 NC 0.055 0.055 0.015 0.0 0.0 0. 0. 0. 0. 0. NH 5. .055 3390.5 .015 3539.5 .055 4366. .02 4411. .05 NH 5734. ET 0. 3050. 6260. 2.1 7.1 3050. 4440. 0. 0. X1 32200. 62. 3390.5 3539.5 50. 50. 50. 0. 0. 0. BT -9. 3380. 465. 463. 3552. 465. 463. 3600. 466. BT 3740. 464. 3880. 463.6 3960. 464. BT 4190. 466. 4340. 466.9 465.4 4411. 466.8 465.4 GR 472. 900. 467. 1310. 462. 1700. 460.5 2000. 461.5 2200. GR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430. 459.5 2520. GR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000. 462. 3280. GR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425. 446.5 3432. GR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455. 435. 3475. GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498. 450.0 3505. GR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600. 464. 3740. GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. 465.4 4340. GR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366. GR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397. GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411. 466.8 4434. GR 465.7 4534. 465.1 4634. 464. 4734. 463.2 4834. 463.5 4934. GR 464.4 5014. 466. 5734. ET 0. 3050. 6260. 2.1 7.1 3050. 4440. 0. 0. X1 32230. 0. 0. 0. 50. 50. 50. 0. 0. 0. X2 0. 0. 0. 1. QT 8. 14900. 14900. 14900. 14900. 14900. 14900. 14900. 14900. NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. 0. 0. ET 0. 3040. 6180. 2.1 7.1 3040. 4400. 0. 0. Xl 32250. 41. 3400. 3525. 1. 1. 1. GR 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100. GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620. 455. 2640. GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200. GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. GR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525. GR 461.5 3650. 458. 3920. 459. 3980. 458, 4240. 456. 4280. GR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400. 458. 4520. Proposed Floodway PAGE 8 27AUG99 09:44:48 GR 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800. GR 470. 6180. 0. 0. 0. 0. 0. 0. 0. 0. NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. ET 0. 0.0 0.0 0.0 7.1 1825. 3316. X1 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NH 3840. 0.050 3960. ET 0. 0.0 0.0 0.0 7.1 1634. 3632. X1 32725. 53. 1940. 2150. 380. 520. 420. GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285. GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885. GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. GR 459. 3710. 460, 3825. 461. 3840. 462. 3850. 463. 3865. GR 464. 3875. 465. 3890. 470. 3960. QT 8. 14900. 14900. 14900. 14900. 14900. 14900. 14900. 14900, NH 5. 0.050 1305.9 0.055 1420.6 0.060 1752. 0.045 1960. 0.055 NH 3560. ET 0. 0.0 0.0 0.0 7.1 1390. 1960. X1 33145. 42. 1390, 1960. 385. 290. 420. X3 10. GR 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. GR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 GR 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. GR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. GR 450. 1825. 445. 1835. 440. 1848. 439. 1852. 438.4 1862. GR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. GR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. GR 462. 2005. 461. 2039, 461. 2750. 460. 2800. 460. 3500. GR 462. 3510. 470. 3560. PAGE 8 27AUG99 09:44:48 NH 4. 0.055 1310.0 0.060 1360. ET 0. 0.0 0.0 0.0 325. X1 33470. 43. 1135. 1603. 315. X3 10. 1135. 453. 1220. 462. GR 470. 0.0 465. 0.0 465. GR 459.72 976.00 460.0 1010. 460.2 GR 462. 1360. 461. 1382. 460. GR 445. 1432. 440. 1460, 439. GR 440. 1491. 445. 1510. 450. GR 461. 1580. 462. 1592. 463. GR 456.2 1650. 454. 1670. 454. GR 460. 1815. 460. 1965. 458. GR 461.2 2245. 461. 2515. 466. NH 5. 0.055 1201. 0.060 1280. NH 1845. 452. 1075. 452. 1075. ET 0. 0.0 0.0 0.0 1337. X1 34260. 34. 868. 1520. 830. X3 10. 0. 0. 0. 0. GR 470. 0.0 465. 0.0 465. GR 452. 1000.0 451.5 1037.5 452. GR 453. 1166.4 461.64 1201.0 461.0 GR 450. 1319. 445. 1328. 440. GR 439. 1350. 440. 1357. 445. GR 460. 1392. 461. 1415. 462. GR 461. 1620. 461. 1825. 462. NH 5. 0.050 648. 0.055 1005. NH 1575. 467. 1575. 7.1 660. ET 0. 0.0 0.0 0.0 .045 X1 34850. 25. 1310. 1533. 520. X3 10. 0. 0. 0. 0. GR 465. 0.0 465. 648. 461. GR 462.0 1038. 463. 1210. 464. GR 455. 1341. 450. 1380. 445. GR 440. 1410. 445. 1428. 450. GR 462. 1484. 464. 1533. 465. ET 0. 0.0 0.0 0.0 NH 5. .050 355. .055 1005. NH 1575. X1 34950. 28. 1310. 1520. 110. GR 470. -380. 465. -380. 464. GR 463.48 0. 463. 62. 462. GR 462. 1038. 463. 1210. 464. GR 455. 1341. 450. 1380. 445. GR 440. 1410. 445. 1428. 450. GR 464. 1520. 466. 1560. 467. Proposed Floodway 0.045 1603. 0.055 2537. 7.1 1135. 1603. 260. 325. 958.00 465.00 959.00 465. 960.00 1135. 453. 1220. 462. 1310. 1391. 455. 1419. 450. 1432. 1465. 439.5 1475. 439. 1485. 1520. 455. 1534. 460. 1565. 1603. 460. 1609. 460. 1628. 1745. 456.2 1765. 458. 1785. 2005. 458. 2065. 460. 2100. 2537. 0.045 1392. 0.055 1825. 0.050 7.1 868. 1480. 250. 790. 0. 0. 0. 0. 0. 853. 461.2 868. 453. 900.8 1075. 452. 1075. 452. 1075. 1280. 460. 1291. 455. 1304. 1337. 439. 1340. 438.8 1345. 1363. 450. 1372. 455. 1381. 1445. 463. 1472. 464. 1520. 1830. 466. 1845. 0.060 1310. 0.045 1533. 0.055 7.1 660. 1500. 640. 590. 0.0 0.0 0.0 0. 0. 0. 0. 0. 660. 461. 660. 461. 1005. 1270. 464.3 1310. 460. 1338. 1388. 440. 1390. 439.3 1394. 1435. 455. 1442. 460. 1470. 1548. 466. 1560. 467. 1575. 7.1 660. 1520. .060 1310. .045 1520. .055 90. 100. -260. 463. -240. 463. -70. 190. 461. 355. 461. 1005. 1270. 464.3 1310. 460. 1338. 1388. 440. 1390. 439.3 1394. 1435. 455. 1442. 460. 1465. 1575. PAGE 9 Proposed Floodway 27AUG99 09:44:48 ET 0. 0.0 0.0 0.0 7.1 2700 NH S. .050 1370. .055 2057. .060 3106. NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES /DAI 12/98 Xl 35700 30 3106 3233 750 750 750 GR 470.00 1000 468.00 1250 465.60 1370 463.20 GR 463.10 2057 462.00 2127 460.40 2331 460.40 GR 462.00 2962 460.00 3106 458.00 3127 450.00 GR 439.50 3188 444.00 3219 450.00 3223 460.00 GR 462.50 3303 460.30 3348 462.00 3401 464.00 GR 467.20 3549 468.00 3678 469.00 3815 470.00 ET 0. 0.0 0.0 0.0 7.1 2825 NH 5. .060 2260. .055 2720. .060 3028. NH 3550. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO GR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERBANK LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO AND INEFF. FLOW AREA. RES /DA X1 36250 29 3028 3170 530 530 550 GR 472.00 1000 470.00 1000 468.00 1150 467.30 GR 464.00 2140 464.80 2260 462.00 2460 460.70 GR 464.70 2720 464.00 2903 462.00 2965 460.00 GR 450.00 3051 444.00 3055 439.80 3086 444.00 GR 460.00 3138 462.00 3150 462.00 3170 448.00 GR 463.00 3495 463.00 3505 468.00 3550 472.00 QT 8. 15600. 15600. 15600. 15600. 15600. 15600. ET 0. 0.0 0.0 0.0 7.1 2900. NC .1 .3 0. 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2900. NH 3960. 0.050 4070. 0. 0. 0. 0. LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES /DAI 12/98 EXIS. POND IN RT. OVERBANK X1 36970. 36. 2900. 3060. 600. 600. 720. GR 483. 1000. 477.5 1050. 475. 1200. 475. GR 466. 2530. 462. 2620. 462. 2750. 463.5 GR 465. 2900. 458. 2930. 453.5 2930. 444. GR 442.7 2970. 450.6 2975. 454. 2985. 456. GR 463.3 3200. 462. 3300. 462. 3400. 464. GR 463.0 3645. 460. 3658. 457. 3690. 457. GR 463.0 3790 465. 3815. 468.5 3835. 469. GR 473. 4070. ET 7.1 1921 NH 5 .055 1850 .045 1931 .045 2160 NH 2730 SECTION ADDED FROM TOPO. RES 3/8/97 SECTIONS 37600 TO 39290 MODIFIED BY KHA 7/99 TO INCLUDE SCREIBER TRACT CLOMR PAGE 10 3400 045 3233. .055 1754 462.20 1940 2471 462.00 2524 3153 444.00 3158 3233 462.00 3273 3426 467.00 3428 3957 472.00 4220 3525 15600. 045 3170. .040 1500 467.00 2100 2500 460.70 2600 2993 458.00 3028 3116 450.00 3123 3250 448.00 3470 3550 15600. 15600. 3835. 0. 0. 0. 0.045 3060. 0.060 0. 0. 0. 1430. 470. 2330. 2800. 462. 2850. 2930. 440. 2937. 2990. 462. 3060. 3430. 464.5 3570. 3730. 460. 3765. 3960. 469. 3990. 2710 .055 2400 .04 Proposed Floodway 350 27AUG99 09:44:48 458.5 2105 445 X1 37600. 19 1931 2160 550 GR 468 1601 467 1850 458.5 GR 450 2058 445 2065 440 GR 460 2400 460 2400 461 GR 458 2680 452 2700 452 ET 458 2570 450 7.1 1869 NH 6 .055 1790 .045 2046 NH 2185 .04 2455 2480 457 SECTION ADDED FROM TOPO. RES 3/8/97 .045 2270 X1 37800 20 2046 2185 70 GR 470 1046 468 1392 467.5 GR 450 2068 445 2077 440 GR 460 2185 461 2215 457 GR 457 2380 459.7 2400 464 ET NH 4 .06 1850 .045 2157 SECTION ADDED FROM TOPO, AS -BLT SURVEY. RES 12/14/98 X1 37990 23 2157 2260 210 GR 468 1425 467.5 1850 458.5 GR 450 2170 444 2175 441 GR 460 2250 462 2260 462 GR 457 2370 451 2390 451 GR 463 2525 464 2570 473 ET NH 5 .06 1850 .045 2160 NH 2595 SECTION ADDED FROM TOPO. RES 3/8/97 Xi 38050. 23 2160 2260 60 GR 468 1509 467.5 1850 458.5 GR 450 2176 444 2180 441 GR 460 2250 462 2260 462 GR 457 2365 451 2385 451 GR 463 2575 464 2595 473 ET NH 5 .06 1893 .045 2139 NH 2640 X1 38200 27 2139 2270 150 GR 468 1555 467.5 1893 458.5 GR 450 2157 444 2163 441 GR 460 2255 462 2270 462 GR 451 2395 451 2410 457 GR 457 2530 451 2550 451 GR 464 2640 473 2640 Proposed Floodway 350 630 1884 458.5 2105 445 2570 462 2730 470 7.1 1809 .055 2068 100 200 1790 458.5 2100 445 2260 451 2401 464 7.1 1873 .045 2260 280 190 1886 458.5 2200 444 2260 462 2455 458 2570 450 7.1 1869 .045 2260. 60 60 1886 458.5 2200 444 2260 462 2480 457 2595 464 7.1 1907 .045 2270 150 150 1927 458.5 2186 444 2295 462 2425 464 2570 457 1931 455 2120 460 2610 461 2730 2430 .045 2135 1826 458.5 2125 450 2280 451 2455 470 2520 .04 2570 2133 458.5 2208 450 2320 459 2475 460 2530 .055 2260 2133 458.5 2208 450 2320 459 2505 459 2600 .055 2295 2040 458.5 2200 450 2330 457 2465 464 2586 459 PAGE 11 2038 2160 2650 .055 2046 2135 2360 2455 2157 2220 2345 2475 .04 2160 2220 2345 2540 .045 2139 2215 2375 2480 2605 Proposed Floodway 27AUG99 09:44:48 ET 0.060 7.1 1946 2610 0.045 NH 5 .06 1915 .045 2142 .045 2225 .0S 2300 NH 2620 0. 0. ET 0. 3921 4514 2.1 SECTION ADDED FROM TOPO. RES 3/8/97 4514. X1 39440. 34. X1 38550. 23 2142 2225 340 330 350 GR GR 468 1415 467.5 1430 467.5 1915 458.5 1951 458.5 GR 458.5 2142 444 2160 441.2 2190 444 2205 460 GR 461.2 2300 457 2355 457 2450 460 2480 457 GR 451 2525 451 2555 457 2575 459 2595 462 GR 462 2610 463 2620 473 2620 4110. GR 462.5 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 464. 4600. 466.5 NC GR 481.5 .3 .5 4970. 484. 5080. 482. NH 5 .05 1345 .045 1551 .045 1675 .055 2175 NH 2310 6040. 0. 0 GR 495 5940 499 ET 1360 2064 2.1 7.1 1373 2064 X1 39290 22 1551 1675 600 800 740 GR 468 977 468 1345 459 1381 459 1485 459 GR 450 1560 445 1565 441.88 1580 445 1600 450 GR 460 1675 460 1710 458 1750 458 1950 460 GR 462 2150 464 2175 466 2180 468 2190 470 GR 472 2240 474 2310 END STUDY BY KHA FOR SCHREIBER TRACT NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 0 060 1050 PAGE 12 045 2048 2225 2505 2610 .05 1551 1615 2000 2200 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC 0.060 2000. 0.055 4040. 0.045 4150. 0.060 NH 4710. 0.055 6040. 0. 0. 0. 0. 0. 0. 0. ET 0. 3921 4514 2.1 7.1 3921. 4514. X1 39440. 34. 4040. 4150. 150. 280. 150. 4447.8 GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. GR 464. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1090 .05 2380 .055 3760 .045 4670 .05 NH 4950 .055 6200 ET 3880 4505 2.1 7.1 3887.8 4447.8 X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 GR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 GR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 GR 495 5940 499 6120 500 6200 Proposed Floodway 27AUG99 09:44:48 PAGE 13 QT 8 15400 15400 15400 15400 15400 15400 15400 15400 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 ET 3900 4600 2.1 7.1 3989.26 4465.4 X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. BMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 ET 7.1 1280 1680 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 QT 8 10200 10200 10200 10200 10200 10200 10200 10200 NC RECORD ADDED FOR S.H. 121 NC .1 .3 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 ET 7.1 4546.9 5045.9 X1 40650 32 4730 4815 1000 400 700 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT 8 9800 9800 9800 9800 9800 9800 9800 9800 NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 ET 7.1 1739 3039 X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 Proposed Floodway 9400 27AUG99 09:44:48 4160 7.1 3915 GR 498.4 5020 501.5 5200 472.5 QT 8 9400 9400 9400 9400 NH 6 .05 1400 .05 2930 NH 4585 .06 5420 2750 472 ET 470 5360 472 5600 450 X1 51350 30 4160 4515 3600 GR 509 1000 504 1100 492.6 GR 479 2030 474.5 2230 472.8 GR 471.3 3140 469.6 3400 468.7 GR 470.5 4000 470.5 4100 470.3 GR 470.3 4280 471 4315 469.4 GR 482 4615 484 4675 498 NH 6 .05 1300 .055 3400 NH 6120 .055 6230 ET X1 53350 34 5570 5670 1650 GR 510 1000 498 1200 492 GR 474 2100 472.5 2500 474 GR 469 3510 472.5 3700 472.5 GR 475 5170 470 5300 473 GR 450 5580 448 5590 450 GR 460 5650 467 5670 473 GR 478 6100 481.4 6120 490 NH 6 .04 1300 .055 1900 NH 4480 .055 4540 ET X1 55590 23 4250 4340 2000 GR 501.5 1000 493 1100 487 GR 489 1900 480 2000 475 GR 472 3600 472 3900 473 GR 452.4 4300 452.4 4325 472 GR 473 4440 483 4480 502 NH 6 .05 1850 .052 4120 NH 4630 .06 4800 ET X1 56940 33 4335 4415 1250 GR 502 1000 499.4 1070 494.5 GR 474.5 2330 474.6 2480 472.4 GR 472 3300 475 3640 475 GR 469 3920 474 3930 475.8 GR 462 4335 454.5 4340 451 GR 452 4370 467 4400 474 GR 476 4630 500 4760 502 Proposed Floodway 9400 9400 .055 4160 7.1 3915 3700 3350 1400 490.5 2470 472.5 3600 468.5 4160 446.5 4415 470.2 5215 500 .05 5570 7.1 4470 1750 2000 1300 479 2750 472 3740 470 5360 472 5600 450 5700 472 6170 510 .06 4250 7.1 3590 2200 2240 1300 484 2500 475 4000 476 4340 474 4540 473.6 .055 4335 7.1 3665 1250 1350 1720 490.8 2820 475.6 3760 473.4 3980 475.3 4345 449.2 4415 473 4800 9400 9400 .045 4515 4515 1600 487 2690 474 3800 468.5 4200 447.5 4515 483.8 5330 505.5 .045 5670 5670 1850 476 3400 467 4000 472 5470 456 5620 451 5900 473 6230 .045 4340 4340 1500 486 2600 471 4240 470 4390 472.5 .045 4415 4415 1850 477.8 2980 473.6 3850 469 4120 472 4355 449 4440 473.8 PAGE 14 .058 1850 2930 3870 4238 4585 5420 .058 1900 3450 4700 5570 5630 6000 .06 1550 3000 4250 4410 .058 2090 3120 3880 4290 4360 4445 Proposed Floodway 27AUG99 09:44:48 PAGE 15 T1 DENTON CREEK - SCHREIBER TRACT PROPOSED CONDITIONS MBJ /BMS 6/99 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE PIS W /FLOODWAY KHA /MRE 7/99 T3 DENTON CREEK, TEXAS FILE: DENPRFW.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 6 0 0 0 0 0 0 454.11 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 Proposed Floodway 27AUG99 09:44:48 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE 16 THIS RUN EXECUTED 27AUG99 09:44:49 NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 25530.000 453.52 .00 454.25 235.67 .00 20600.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 25530.000 454.11 .59 454.78 240.13 .00 20600.00 .00 249.00 2494.00 2495.20 2742.67 2743.00 25770.000 453.97 .00 454.44 272.69 .00 20600.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 25770.000 454.51 .54 454.95 276.63 .00 20600.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 26830.000 454.69 .00 455.09 1199.25 .00 18265.60 3014.40 2581.00 2619.00 2619.58 3100.00 5200.00 26830.000 455.08 .39 455.64 438.77 .00 21020.09 279.91 580.42 2619.58 2619.58 3100.00 3200.00 26880.000 454.71 .00 455.17 1173.21 .00 20894.04 405.96 .00 .00 1012.00 1585.00 26880.000 455.38 .67 455.73 1313.36 .00 19816.87 1483.13 1656.71 1012.00 1012.00 1585.00 .00 2668.71 27165.000 455.24 .00 455.35 1418.55 .00 7005.48 14294.52 .00 .00 985.00 1308.00 * 27165.000 455.80 .56 455.89 1428.82 .00 6509.82 14790.18 1625.10 985.00 985.00 1308.00 .00 2610.10 27449.000 455.35 .00 455.43 1551.59 .00 6474.64 14825.36 .00 .00 1014.00 1534.00 27449.000 455.89 .53 455.95 1603.13 .00 5825.05 15474.95 1722.39 1014.00 1014.00 1534.00 .00 2736.39 27748.000 455.42 .00 455.49 1445.81 .00 6740.86 14559.14 .00 .00 1071.00 1606.00 27748.000 455.95 .52 456.00 1465.06 .00 6306.32 14993.68 1696.54 1071.00 1071.00 1606.00 .00 2767.54 27992.000 455.48 .00 455.55 1344.42 .00 8458.92 12841.08 .00 .00 1041.00 1543.00 27992.000 455.99 .51 456.05 1356.80 .00 8052.81 13247.19 1548.88 1041.00 1041.00 1543.00 .00 2589.88 28168.000 455.53 .00 455.59 1313.08 .00 5923.54 15376.46 .00 .00 1021.00 1419.00 28168.000 456.03 .50 456.09 1332.72 .00 5618.06 15681.94 1449.91 1021.00 1021.00 1419.00 .00 2470.91 28492.000 455.57 .00 455.64 1220.21 .00 6096.39 15203.61 .00 .00 1215.00 1605.00 28492.000 456.07 .50 456.13 1239.28 .00 5792.10 15507.90 1363.64 1215.00 1215.00 1605.00 .00 2578.64 28720.000 455.62 .00 455.71 1095.73 .00 7338.39 13961.61 .00 .00 1280.00 1689.00 28720.000 456.11 .49 456.19 1108.64 .00 7047.87 14252.13 1236.67 1280.00 1280.00 1689.00 .00 2516.67 Proposed Floodway 27AUG99 09:44:48 PAGE 17 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR * 28890.000 455.65 .00 455.78 1077.66 .00 9353.64 11946.36 2526.00 .00 1289.00 1696.00 2526.00 * 28890.000 456.13 .49 456.25 1091.73 .00 8838.48 12461.52 1237.00 1289.00 1289.00 1696.00 2526.00 29124.000 455.70 .00 456.03 984.06 .00 16547.19 4752.81 .00 .00 1264.00 1620.00 29124.000 456.19 .49 456.46 993.63 .00 15734.20 5565.80 1095.22 1264.00 1264.00 1620.00 .00 2359.22 29651.000 456.24 .00 456.39 1020.00 .00 11744.22 9555.78 .00 .00 1168.00 1615.00 29651.000 456.62 .38 456.76 1047.29 .00 11378.35 9921.65 1422.89 1168.00 1168.00 1615.00 .00 2590.89 29831.000 456.33 .00 456.48 857.57 .00 10000.05 11299.95 .00 .00 1147.00 1570.00 29831.000 456.70 .37 456.83 867.61 .00 9792.25 11507.75 1274.32 1147.00 1147.00 1570.00 .00 2421.32 * 30027.000 456.38 .00 456.67 680.98 .00 13549.02 7750.98 .00 .00 1128.00 1525.00 * 30027.000 456.74 .36 457.00 700.64 .00 13206.31 8093.69 1012.64 1128.00 1128.00 1525.00 .00 2140.64 30384.000 456.74 .00 457.32 429.26 .00 17098.64 4201.36 .00 .00 1045.00 1447.00 30384.000 457.07 .32 457.60 441.98 .00 17010.75 4289.25 949.78 1045.00 1045.00 1447.00 .00 1994.78 30604.000 457.42 .00 457.80 825.02 .00 14980.47 6319.53 .00 .00 1014.00 1350.00 30604.000 457.69 .27 458.04 834.36 .00 14755.85 6544.15 1135.69 1014.00 1014.00 1350.00 .00 2149.69 * 30958.000 457.93 .00 458.04 1140.63 .00 3542.99 17757.01 .00 .00 1048.00 1285.00 * 30958.000 458.15 .22 458.26 1146.62 .00 3471.52 17828.48 1252.64 1048.00 1048.00 1285.00 .00 2300.64 * 31335.000 457.83 .00 458.49 1022.21 .00 11147.37 10152.63 .00 .00 1037.00 1204.00 * 31335.000 458.09 .26 458.65 1059.21 .00 10593.17 10706.83 1134.32 1037.00 1037.00 1204.00 .00 2171.32 32150.000 457.91 .00 459.64 375.99 .00 20414.29 885.70 3140.00 3040.00 3400.00 3525.00 6180.00 32150.000 458.12 .21 459.79 328.64 .00 20335.43 964.56 1360.00 3040.00 3400.00 3525.00 4400.00 32200.000 457.71 .00 460.36 165.96 .00 19803.74 1496.26 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 457.93 .22 460.47 168.18 .00 19761.06 1538.94 1390.00 3050.00 3390.50 3539.50 4440.00 32230.000 457.91 .00 460.46 168.00 .00 19764.42 1535.58 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 458.10 .19 460.57 169.91 .00 19728.49 1571.51 1390.00 3050.00 3390.50 3539.50 4440.00 32250.000 460.31 .00 460.68 1263.17 116.95 11910.53 2872.52 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 460.36 .05 460.77 998.25 128.70 12338.01 2433.29 1360.00 3040.00 3400.00 3525.00 4400.00 * 32305.000 460.15 .00 460.85 506.02 .00 11155.87 3744.13 .00 .00 2110.00 2325.00 * 32305.000 460.17 .02 460.96 479.26 .00 11684.26 3215.74 1491.00 1825.00 2110.00 2325.00 .00 3316.00 * 32725.000 461.24 .00 461.35 2160.90 5098.79 6434.68 3366.53 .00 .00 1940.00 2150.00 * 32725.000 461.39 .15 461.52 1620.52 4469.34 7048.58 3382.07 1998.00 1634.00 1940.00 2150.00 .00 3632.00 * 33145.000 461.44 .00 461.67 500.04 58.17 14841.83 .00 .00 .00 1390.00 1960.00 33145.000 461.63 .19 461.85 427.88 .00 14900.00 .00 570.00 1390.00 1390.00 1960.00 .00 1960.00 33470.000 461.72 .00 462.06 559.63 342.60 14557.40 .00 .00 .00 1135.00 1603.00 33470.000 461.89 .17 462.23 402.00 .00 14900.00 .00 468.00 1135.00 1135.00 1603.00 .00 1603.00 Proposed Floodway 27AUG99 09 :44:48 SECNO 34260.000 34260.000 * 34850.000 * 34850.000 * 34950.000 34950.000 * 35700.000 * 35700.000 * 36250.000 * 36250.000 * 36970.000 * 36970.000 * 37600.000 * 37600.000 37800.000 37800.000 37990.000 37990.000 38050.000 38050.000 38200.000 38200.000 38550.000 38550.000 39290.000 39290.000 * 39440.000 * 39440.000 * 39490.000 * 39490.000 39540.000 39540.000 39940.000 39940.000 CWSEL 462.54 462.84 462.56 463.03 463.65 463.85 464.39 464.81 464.69 465.31 464.59 465.22 465.26 465.82 465.29 465.87 465.34 465.91 465.38 465.94 465.42 465.97 465.51 466.06 465.75 466.26 465.32 465.90 466.59 466.93 466.47 466.69 467.10 467.51 DIFKWS .00 .30 .00 .47 .00 .20 .00 .42 .00 .62 .00 .63 .00 .56 .00 .58 .00 .57 .00 .56 .00 .55 .00 .54 .00 .51 .00 .58 .00 .34 .00 .22 .00 .40 EG TOPWID QLOB QCH QROB 462.70 596.93 462.98 599.64 463.68 176.52 464.06 181.77 463.97 1702.77 464.34 806.21 464.63 1863.15 465.23 700.00 464.75 1362.09 465.37 700.00 465.03 1239.73 465.62 916.26 465.36 873.02 465.93 789.00 465.40 656.15 465.97 621.00 465.47 711.39 466.03 647.00 465.49 736.54 466.04 661.00 465.53 739.16 466.08 693.00 465.64 697.04 466.17 664.00 465.90 704.00 466.39 691.00 466.63 428.38 467.00 459.27 466.98 401.37 467.29 401.09 467.22 596.85 467.65 384.73 467.81 616.19 468.33 400.00 1.75 14898.25 .0c .00 14900.00 .00 .00 14900.00 .00 .00 14900.00 .00 4532.32 10367.68 .00 2706.52 12193.48 .00 4424.75 9735.34 739.91 1995.43 11890.42 1014.15 786.99 3808.68 10304.33 330.82 3933.59 10635.59 1035.35 10544.68 4019.98 .00 10628.39 4971.61 735.47 9276.22 5588.30 104.87 9897.85 5597.29 2911.56 6268.61 6419.83 3066.28 6116.31 6417.41 4012.67 5264.32 6323.01 4184.67 5137.79 6277.54 3607.03 4252.49 7740.48 3873.15 4272.63 7454.22 3186.38 6377.17 6036.46 3381.07 6313.04 5905.89 2865.39 5656.18 7078.43 2908.24 5485.35 7206.42 2852.93 7396.43 5350.64 2890.93 7184.16 5524.91 278.05 14564.61 757.33 415.84 14123.36 1060.81 958.72 14641.28 .00 992.47 14607.53 .00 681.93 12652.85 2065.22 107.25 13905.60 1387.15 1676.02 11487.28 2236.70 1339.80 12254.98 1805.22 PAGE 18 PERENC STENCL STCHL STCHR STENCR .00 .00 868.00 1520.00 .00 612.00 868.00 868.00 1520.00 1480.00 .00 .00 1310.00 1533.00 .00 840.00 660.00 1310.00 1533.00 1500.00 .00 .00 1310.00 1520.00 .00 860.00 660.00 1310.00 1520.00 1520.00 .00 .00 3106.00 3233.00 .00 700.00 2700.00 3106.00 3233.00 3400.00 .00 .00 3028.00 3170.00 .00 700.00 2825.00 3028.00 3170.00 3525.00 .00 .00 2900.00 3060.00 .00 935.00 2900.00 2900.00 3060.00 3835.00 .00 .00 1931.00 2160.00 .00 789.00 1921.00 1931.00 2160.00 2710.00 .00 .00 2046.00 2185.00 .00 621.00 1809.00 2046.00 2185.00 2430.00 .00 .00 2157.00 2260.00 .00 647.00 1873.00 2157.00 2260.00 2520.00 .00 .00 2160.00 2260.00 .00 661.00 1869.00 2160.00 2260.00 2530.00 .00 .00 2139.00 2270.00 .00 693.00 1907.00 2139.00 2270.00 2600.00 .00 .00 2142.00 2225.00 .00 664.00 1946.00 2142.00 2225.00 2610.00 704.00 1360.00 1551.00 1675.00 2064.00 691.00 1373.00 1551.00 1675.00 2064.00 593.00 3921.00 4040.00 4150.00 4514.00 593.00 3921.00 4040.00 4150.00 4514.00 625.00 3880.00 4030.00 4310.00 4505.00 560.00 3887.80 4030.00 4310.00 4447.80 700.00 3900.00 4040.00 4150.00 4600.00 476.14 3989.26 4040.00 4150.00 4465.40 .00 .00 1420.00 1500.00 .00 400.00 1280.00 1420.00 1500.00 1680.00 Proposed Floodway 27AUG99 09:44:48 PAGE 19 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 40650.000 468.21 .00 468.45 827.18 1085.82 6886.27 2227.91 .00 .00 4730.00 4815.00 .00 40650.000 468.73 .52 468.99 499.00 871.50 7288.98 2039.51 499.00 4546.90 4730.00 4815.00 5045.90 48000.000 470.69 .00 470.78 1539.10 3513.46 4254.20 2032.33 .00 .00 2370.00 2445.00 .00 48000.000 471.17 .48 471.26 1300.00 3541.04 4267.25 1991.70 1300.00 1739.00 2370.00 2445.00 3039.00 51350.000 472.00 .00 472.08 1438.65 2838.24 6557.39 4.37 .00 .00 4160.00 4515.00 .00 * 51350.000 472.52 .52 472.68 600.00 684.37 8715.63 .00 600.00 3915.00 4160.00 4515.00 4515.00 * 53350.000 472.57 .00 472.68 2182.52 3181.53 6153.38 65.09 .00 .00 5570.00 5670.00 .00 * 53350.000 473.30 .73 473.46 890.01 2468.22 6931.78 .00 1200.00 4470.00 5570.00 5670.00 5670.00 * 55590.000 473.25 .00 473.67 1412.63 1865.81 7513.42 20.77 .00 .00 4250.00 4340.00 .00 * 55590.000 474.09 .84 474.60 594.42 1095.04 8304.96 .00 750.00 3590.00 4250.00 4340.00 4340.00 56940.000 474.50 .00 474.79 1465.27 2736.91 6635.63 27.46 .00 .00 4335.00 4415.00 .00 56940.000 475.41 .91 475.72 629.78 2400.78 6999.22 .00 750.00 3665.00 4335.00 4415.00 4415.00 Proposed Floodway 27AUG99 09:44:48 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 PAGE 20 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 25530.000 .00 .00 .00 434.40 20600.00 453.52 .00 454.25 9.06 6.86 3000.97 6843.65 25530.000 .00 .00 .00 434.40 20600.00 454.11 .00 454.78 7.98 6.56 3141.22 7292.26 25770.000 240.00 .00 .00 434.60 20600.00 453.97 .00 454.44 5.25 5.50 3742.11 8992.90 25770.000 240.00 .00 .00 434.60 20600.00 454.51 .00 454.95 4.70 5.30 3890.40 9501.79 26830.000 1010.00 .00 .00 436.30 21300.00 454.69 .00 455.09 7.89 5.48 5477.10 7583.05 26830.000 1010.00 .00 .00 436.30 21300.00 455.08 .00 455.64 9.50 6.06 3677.15 6911.18 26880.000 50.00 .00 .00 436.20 21300.00 454.71 .00 455.17 7.62 5.53 4341.02 7717.00 26880.000 50.00 .00 .00 436.20 21300.00 455.38 .00 455.73 10.59 4.94 5155.39 6546.34 27165.000 284.00 .00 .00 436.10 21300.00 455.24 .00 455.35 3.89 3.07 8518.81 10794.94 * 27165.000 284.00 .00 .00 436.10 21300.00 455.80 .00 455.89 3.01 2.71 9315.63 12267.11 27449.000 284.00 .00 .00 435.60 21300.00 455.35 .00 455.43 2.48 1.99 9814.38 13531.77 27449.000 284.00 .00 .00 435.60 21300.00 455.89 .00 455.95 2.08 1.69 10657.26 14769.19 27748.000 299.00 .00 .00 435.20 21300.00 455.42 .00 455.49 1.97 2.13 10267.72 15167.97 27748.000 299.00 .00 .00 435.20 21300.00 455.95 .00 456.00 1.63 1.89 11042.74 16670.81 27992.000 244.00 .00 .00 435.60 21300.00 455.48 .00 455.55 2.26 2.32 10070.53 14159.87 27992.000 244.00 .00 .00 435.60 21300.00 455.99 .00 456.05 1.88 2.11 10764.75 15551.91 28168.000 176.00 .00 .00 436.60 21300.00 455.53 .00 455.59 1.50 1.88 10846.48 17409.68 28168.000 176.00 .00 .00 436.60 21300.00 456.03 .00 456.09 1.27 1.70 11516.70 18901.05 28492.000 324.00 .00 .00 436.30 21300.00 455.57 .00 455.64 1.67 1.98 10160.06 16479.82 28492.000 324.00 .00 .00 436.30 21300.00 456.07 .00 456.13 1.42 1.79 10782.82 17868.54 28720.000 228.00 .00 .00 436.80 21300.00 455.62 .00 455.71 2.31 2.40 8935.39 14007.18 28720.000 228.00 .00 .00 436.80 21300.00 456.11 .00 456.19 1.96 2.20 9477.26 15208.21 * 28890.000 170.00 .00 .00 437.10 21300.00 455.65 .00 455.78 5.10 3.26 7339.12 9432.75 * 28890.000 170.00 .00 .00 437.10 21300.00 456.13 .00 456.25 4.23 2.94 7865.83 10355.83 29124.000 234.00 .00 .00 437.40 21300.00 455.70 .00 456.03 10.12 5.05 5207.67 6694.40 29124.000 234.00 .00 .00 437.40 21300.00 456.19 .00 456.46 8.36 4.60 5688.48 7368.68 29651.000 527.00 .00 .00 438.06 21300.00 456.24 .00 456.39 5.28 3.48 6900.58 9273.76 29651.000 527.00 .00 .00 438.06 21300.00 456.62 .00 456.76 4.58 3.25 7297.50 9954.39 29831.000 180.00 .00 .00 438.14 21300.00 456.33 .00 456.48 3.72 3.11 6925.88 11049.77 29831.000 180.00 .00 .00 438.14 21300.00 456.70 .00 456.83 3.30 2.95 7243.56 11731.66 * 30027.000 196.00 .00 .00 438.23 21300.00 456.38 .00 456.67 11.41 4.50 4970.55 6305.02 * 30027.000 196.00 .00 .00 438.23 21300.00 456.74 .00 457.00 10.25 4.23 5222.31 6651.56 Proposed Floodway 27AUG99 09:44:48 PAGE 21 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA OIK 30384.000 357.00 .00 .00 438.14 21300.00 456.74 .00 457.32 21.47 6.22 3499.60 4597.06 30384.000 357.00 .00 .00 438.14 21300.00 457.07 .00 457.60 19.79 5.98 3640.58 4788.26 30604.000 220.00 .00 .00 438.55 21300.00 457.42 .00 457.80 16.45 5.35 4497.97 5251.69 30604.000 220.00 .00 .00 438.55 21300.00 457.69 .00 458.04 14.73 5.12 4723.49 5548.89 * 30958.000 354.00 .00 .00 438.55 21300.00 457.93 .00 458.04 3.64 2.39 7850.71 11162.54 * 30958.000 354.00 .00 .00 438.55 21300.00 458.15 .00 458.26 3.36 2.28 8105.86 11625.05 * 31335.000 377.00 .00 .00 438.55 21300.00 457.83 .00 458.49 30.20 8.02 3733.31 3875.89 * 31335.000 377.00 .00 .00 438.55 21300.00 458.09 .00 458.65 25.55 7.43 4010.27 4214.11 32150.000 170.00 .00 .00 437.00 21300.00 457.91 .00 459.64 18.62 10.78 2287.90 4936.08 32150.000 170.00 .00 .00 437.00 21300.00 458.12 .00 459.79 17.81 10.60 2329.60 5047.71 32200.000 50.00 463.60- 999999.00 435.00 21300.00 457.71 .00 460.36 10.91 13.44 1703.79 6448.17 32200.000 50.00 463.60- 999999.00 435.00 21300.00 457.93 .00 460.47 10.41 13.17 1740.83 6602.46 32230.000 50.00 463.60- 999999.00 435.00 21300.00 457.91 .00 460.46 10.45 13.20 1737.87 6590.11 32230.000 50.00 463.60- 999999.00 435.00 21300.00 458.10 .00 460.57 10.03 12.97 1770.00 6724.46 32250.000 1.00 .00 .00 437.00 14900.00 460.31 .00 460.68 6.99 5.45 4379.17 5637.62 32250.000 1.00 .00 .00 437.00 14900.00 460.36 .00 460.77 7.44 5.63 3933.63 5461.19 * 32305.000 55.00 .00 .00 437.70 14900.00 460.15 .00 460.85 27.71 7.36 2375.01 2830.75 * 32305.000 55.00 .00 .00 437.70 14900.00 460.17 .00 460.96 30.18 7.69 2234.04 2712.30 * 32725.000 420.00 .00 .00 438.20 14900.00 461.24 .00 461.35 5.10 3.32 6957.59 6597.42 * 32725.000 420.00 .00 .00 438.20 14900.00 461.39 .00 461.52 5.87 3.59 6243.69 6152.08 * 33145.000 420.00 .00 .00 438.40 14900.00 461.44 .00 461.67 10.66 3.85 3925.54 4564.62 33145.000 420.00 .00 .00 438.40 14900.00 461.63 .00 461.85 10.20 3.79 3934.46 4666.25 33470.000 325.00 .00 .00 439.00 14900.00 461.72 .00 462.06 11.14 4.71 3361.25 4464.33 33470.000 325.00 .00 .00 439.00 14900.00 461.89 .00 462.23 11.23 4.72 3157.05 4447.08 34260.000 790.00 .00 .00 438.80 14900.00 462.54 .00 462.70 5.92 3.18 4687.55 6124.94 34260.000 790.00 .00 .00 438.80 14900.00 462.84 .00 462.98 7.78 3.07 4860.57 5340.63 * 34850.000 590.00 .00 .00 439.30 14900.00 462.56 .00 463.68 34.07 8.50 1752.68 2552.67 * 34850.000 590.00 .00 .00 439.30 14900.00 463.03 .00 464.06 30.27 8.11 1837.60 2708.31 * 34950.000 100.00 .00 .00 439.30 14900.00 463.65 .00 463.97 13.54 5.31 4624.61 4049.31 34950.000 100.00 .00 .00 439.30 14900.00 463.85 .00 464.34 17.92 6.11 3310.36 3520.22 * 35700.000 750.00 .00 .00 439.50 14900.00 464.39 .00 464.63 6.06 4.83 6234.78 6052.51 * 35700.000 750.00 .00 .00 439.50 14900.00 464.81 .00 465.23 8.29 5.75 3929.17 5176.25 * 36250.000 550.00 .00 .00 439.80 14900.00 464.69 .00 464.75 .95 1.84 8318.66 15264.54 * 36250.000 550.00 .00 .00 439.80 14900.00 465.31 .00 465.37 .89 1.82 7660.24 15834.14 Proposed Floodway 27AUG99 09:44:48 PAGE 22 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA OIK * 36970.000 720.00 .00 .00 440.00 15600.00 464.59 .00 465.03 15.27 6.31 4053.52 3991.59 * 36970.000 720.00 .00 .00 440.00 15600.00 465.22 .00 465.62 13.04 6.00 3973.31 4320.01 * 37600.000 630.00 .00 .00 440.00 15600.00 465.26 .00 465.36 2.78 3.04 6605.75 9358.57 * 37600.000 630.00 .00 .00 440.00 15600.00 465.82 .00 465.93 2.76 3.11 6442.89 9396.14 37800.000 200.00 .00 .00 440.00 15600.00 465.29 .00 465.40 2.52 2.86 6007.79 9835.26 37800.000 200.00 .00 .00 440.00 15600.00 465.87 .00 465.97 2.12 2.70 6320.97 10703.10 37990.000 190.00 .00 .00 441.00 15600.00 465.34 .00 465.47 3.10 3.37 5671.89 8861.19 37990.000 190.00 .00 .00 441.00 15600.00 465.91 .00 466.03 2.61 3.17 5916.56 9650.48 38050.000 60.00 .00 .00 441.00 15600.00 465.38 .00 465.49 2.41 2.90 6250.56 10051.52 38050.000 60.00 .00 .00 441.00 15600.00 465.94 .00 466.04 2.15 2.81 6340.24 10632.61 38200.000 150.00 .00 .00 441.00 15600.00 465.42 .00 465.53 3.04 3.32 6017.87 8952.25 38200.000 150.00 .00 .00 441.00 15600.00 465.97 .00 466.08 2.63 3.17 6222.74 9615.52 38550.000 350.00 .00 .00 441.20 15600.00 465.51 .00 465.64 2.87 3.63 6060.49 9215.37 38550.000 350.00 .00 .00 441.20 15600.00 466.06 .00 466.17 2.45 3.42 6324.82 9965.28 39290.000 740.00 .00 .00 441.88 15600.00 465.75 .00 465.90 4.02 3.91 5824.91 7775.93 39290.000 740.00 .00 .00 441.88 15600.00 466.26 .00 466.39 3.40 3.67 6135.70 8455.32 * 39440.000 150.00 .00 .00 442.00 15600.00 465.32 .00 466.63 27.25 9.49 2073.10 2988.61 * 39440.000 150.00 .00 .00 442.00 15600.00 465.90 .00 467.00 22.37 8.83 2330.18 3298.13 * 39490.000 50.00 .00 .00 442.00 15600.00 466.59 .00 466.98 10.39 5.14 3271.57 4838.66 * 39490.000 50.00 .00 .00 442.00 15600.00 466.93 .00 467.29 9.52 4.97 3378.90 5056.60 39540.000 50.00 .00 .00 442.00 15400.00 466.47 .00 467.22 15.78 7.61 2907.80 3876.31 39540.000 50.00 .00 .00 442.00 15400.00 466.69 .00 467.65 18.17 8.25 2333.98 3613.15 39940.000 400.00 .00 .00 442.00 15400.00 467.10 .00 467.81 13.25 7.72 3165.01 4230.67 39940.000 400.00 .00 .00 442.00 15400.00 467.51 .00 468.33 14.04 8.06 2716.38 4110.68 40650.000 700.00 .00 .00 440.00 10200.00 468.21 .00 468.45 5.16 4.56 3662.51 4488.34 40650.000 700.00 .00 .00 440.00 10200.00 468.73 .00 468.99 5.26 4.69 3153.33 4448.82 48000.000 7350.00 .00 .00 445.60 9800.00 470.69 .00 470.78 2.96 3.37 6216.29 5697.76 48000.000 7350.00 .00 .00 445.60 9800.00 471.17 .00 471.26 2.71 3.29 6076.03 5955.68 51350.000 3350.00 .00 .00 446.50 9400.00 472.00 .00 472.08 4.95 2.63 4986.83 4225.15 * 51350.000 3350.00 .00 .00 446.50 9400.00 472.52 .00 472.68 6.94 3.26 3234.55 3569.31 * 53350.000 2000.00 .00 .00 448.00 9400.00 472.57 .00 472.68 2.17 3.30 5309.51 6377.89 * 53350.000 2000.00 .00 .00 448.00 9400.00 473.30 .00 473.46 2.62 3.58 3712.16 5809.10 * 55590.000 2240.00 .00 .00 452.40 9400.00 473.25 .00 473.67 10.67 5.83 3092.08 2878.36 * 55590.000 2240.00 .00 .00 452.40 9400.00 474.09 .00 474.60 11.06 6.08 2236.49 2826.70 Proposed Floodway 27AUG99 09:44:48 PAGE 23 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K 56940.000 1350.00 .00 .00 449.00 9400.00 474.50 .00 474.79 6.68 5.06 3393.98 3638.10 56940.000 1350.00 .00 .00 449.00 9400.00 475.41 .00 475.72 6.34 5.06 2660.02 3733.53 Proposed Floodway 27AUG99 09:44:48 PAGE 28 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 27165.000 WARNING SECNO= 28890.000 WARNING SECNO= 28890.000 WARNING SECNO= 30027.000 WARNING SECNO= 30027.000 WARNING SECNO= 30958.000 WARNING SECNO= 30958.000 WARNING SECNO= 31335.000 WARNING SECNO= 31335.000 WARNING SECNO= 32305.000 WARNING SECNO= 32305.000 WARNING SECNO= 32725.000 WARNING SECNO= 32725.000 WARNING SECNO= 33145.000 WARNING SECNO= 34850.000 WARNING SECNO= 34850.000 WARNING SECNO= 34950.000 WARNING SECNO= 35700.000 WARNING SECNO= 35700.000 WARNING SECNO= 36250.000 WARNING SECNO= 36250.000 WARNING SECNO= 36970.000 WARNING SECNO= 36970.000 WARNING SECNO= 37600.000 WARNING SECNO= 37600.000 WARNING SECNO= 39440.000 WARNING SECNO= 39440.000 WARNING SECNO= 39490.000 WARNING SECNO= 39490.000 WARNING SECNO= 51350.000 WARNING SECNO= 53350.000 WARNING SECNO= 53350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Proposed Floodway 27AUG99 09:44:48 PAGE 29 WARNING SECNO= SSS90.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Proposed Floodway 27AUG99 09:44:48 PAGE 30 Floodway width summary: DENTON CREEK, TEXAS Profile No. 2 Left Sta Right Sta Left Distance Distance Right Section Elevation Top Encroach From Center From Encroach Number Increase Width Station Center Station Center Station -------------------------------------------------------------------------------- 25530.000 .59 249.00 2494.00 124.93 2618.94 124.06 2743.00 25770.000 .54 285.00 2495.00 142.60 2637.60 142.40 2780.00 26830.000 .39 580.42 2619.58 240.21 2859.79 340.21 3200.00 26880.000 .67 1656.71 1012.00 286.50 1298.50 1370.21 2668.71 27165.000 .56 1625.10 985.00 161.50 1146.50 1463.60 2610.10 27449.000 .53 1722.39 1014.00 260.00 1274.00 1462.39 2736.39 27748.000 .52 1696.54 1071.00 267.50 1338.50 1429.04 2767.54 27992.000 .51 1548.88 1041.00 251.00 1292.00 1297.88 2589.88 28168.000 .50 1449.91 1021.00 199.00 1220.00 1250.91 2470.91 28492.000 .50 1363.64 1215.00 195.00 1410.00 1168.64 2578.64 28720.000 .49 1236.67 1280.00 204.50 1484.50 1032.17 2516.67 28890.000 .49 1237.00 1289.00 203.50 1492.50 1033.50 2526.00 29124.000 .49 1095.22 1264.00 178.00 1442.00 917.22 2359.22 29651.000 .38 1422.89 1168.00 223.50 1391.50 1199.39 2590.89 29831.000 .37 1274.32 1147.00 211.50 1358.50 1062.82 2421.32 30027.000 .36 1012.64 1128.00 198.50 1326.50 814.14 2140.64 30384.000 .32 949.78 1045.00 201.00 1246.00 748.78 1994.78 30604.000 .27 1135.69 1014.00 168.00 1182.00 967.69 2149.69 30958.000 .22 1252.64 1048.00 118.50 1166.50 1134.14 2300.64 31335.000 .26 1134.32 1037.00 83.50 1120.50 1050.82 2171.32 32150.000 .21 1360.00 3040.00 422.50 3462.50 937.50 4400.00 32200.000 .22 1390.00 3050.00 415.00 3465.00 975.00 4440.00 32230.000 .19 1390.00 3050.00 415.00 3465.00 975.00 4440.00 32250.000 .05 1360.00 3040.00 422.50 3462.50 937.50 4400.00 32305.000 .02 1491.00 1825.00 392.50 2217.50 1098.50 3316.00 32725.000 .15 1998.00 1634.00 411.00 2045.00 1587.00 3632.00 33145.000 .19 570.00 1390.00 285.00 1675.00 285.00 1960.00 33470.000 .17 468.00 1135.00 234.00 1369.00 234.00 1603.00 34260.000 .30 612.00 868.00 326.00 1194.00 286.00 1480.00 34850.000 .47 840.00 660.00 761.50 1421.50 78.50 1500.00 34950.000 .20 860.00 660.00 755.00 1415.00 105.00 1520.00 35700.000 .42 700.00 2700.00 469.50 3169.50 230.50 3400.00 36250.000 .62 700.00 2825.00 274.00 3099.00 426.00 3525.00 36970.000 .63 935.00 2900.00 80.00 2980.00 855.00 3835.00 37600.000 .56 789.00 1921.00 124.50 2045.50 664.50 2710.00 37800.000 .58 621.00 1809.00 306.50 2115.50 314.50 2430.00 37990.000 .57 647.00 1873.00 335.50 2208.50 311.50 2520.00 38050.000 .56 661.00 1869.00 341.00 2210.00 320.00 2530.00 38200.000 .55 693.00 1907.00 297.50 2204.50 395.50 2600.00 38550.000 .54 664.00 1946.00 237.50 2183.50 426.50 2610.00 39290.000 .51 691.00 1373.00 240.00 1613.00 451.00 2064.00 39440.000 .58 593.00 3921.00 174.00 4095.00 419.00 4514.00 39490.000 .34 560.00 3887.80 282.20 4170.00 277.80 4447.80 39540.000 .22 476.14 3989.26 105.74 4095.00 370.40 4465.40 39940.000 .40 400.00 1280.00 180.00 1460.00 220.00 1680.00 40650.000 .52 499.00 4546.90 225.60 4772.50 273.40 5045.90 48000.000 .48 1300.00 1739.00 668.50 2407.50 631.50 3039.00 Proposed Floodway 27AUG99 09:44:48 PAGE 31 51350.000 .52 600.00 3915.00 422.50 4337.50 177.50 4515.00 53350.000 .73 1200.00 4470.00 1150.00 5620.00 50.00 5670.00 55590.000 .84 750.00 3590.00 705.00 4295.00 45.00 4340.00 56940.000 .91 750.00 3665.00 710.00 4375.00 40.00 4415.00 Proposed Floodway 27AUG99 09:44:48 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 - - - - - -- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 25530.000 240. 3141. 6.6 454.1 453.5 .6 25770.000 277. 3890. 5.3 454.5 454.0 .5 26830.000 571. 3677. 5.8 455.1 454.7 .4 26880.000 1632. 5155. 4.1 455.4 454.7 .7 27165.000 1602. 9316. 2.3 455.8 455.2 .6 27449.000 1705. 10657. 2.0 455.9 455.4 .5 27748.000 1680. 11043. 1.9 455.9 455.4 .5 27992.000 1533. 10765. 2.0 456.0 455.5 .5 28168.000 1434. 11517. 1.8 456.0 455.5 .5 28492.000 1346. 10783. 2.0 456.1 455.6 .5 28720.000 1220. 9477. 2.2 456.1 455.6 .5 28890.000 1214. 7866. 2.7 456.1 455.6 .5 29124.000 1071. 5688. 3.7 456.2 455.7 .5 29651.000 1401. 7297. 2.9 456.6 456.2 .4 29831.000 1253. 7244. 2.9 456.7 456.3 .4 30027.000 992. 5222. 4.1 456.8 456.4 .4 30384.000 930. 3641. 5.9 457.0 456.7 .3 30604.000 1118. 4723. 4.5 457.7 457.4 .3 30958.000 1237. 8106. 2.6 458.1 457.9 .2 31335.000 1119. 4010. 5.3 458.1 457.8 .3 32150.000 997. 2330. 9.1 458.1 457.9 .2 32200.000 1000. 1741. 12.2 457.9 457.7 .2 32230.000 1001. 1770. 12.0 458.1 457.9 .2 32250.000 1360. 3934. 3.8 460.3 460.3 .0 32305.000 1157. 2234. 6.7 460.1 460.1 .0 32725.000 1998. 6244. 2.4 461.3 461.2 .1 33145.000 556. 3934. 3.8 461.6 461.4 .2 33470.000 456. 3157. 4.7 461.9 461.7 .2 34260.000 600. 4861. 3.1 462.8 462.5 .3 34850.000 182. 1838. 8.1 463.1 462.6 .5 34950.000 858. 3310. 4.5 463.9 463.7 .2 35700.000 700. 3929. 3.8 464.8 464.4 .4 36250.000 700. 7660. 1.9 465.3 464.7 .6 36970.000 916. 3973. 3.9 465.2 464.6 .6 37600.000 789. 6443. 2.4 465.9 465.3 .6 37800.000 621. 6321. 2.5 465.9 465.3 .6 37990.000 647. 5917. 2.6 465.9 465.3 .6 38050.000 661. 6340. 2.5 466.0 465.4 .6 38200.000 693. 6223. 2.5 466.0 465.4 .6 38550.000 664. 6325. 2.5 466.0 465.5 .5 39290.000 691. 6136. 2.5 466.2 465.7 .5 39440.000 593. 2330. 6.7 465.9 465.3 .6 PAGE 32 Proposed Floodway 27AUG99 09:44:48 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 - - - - - -- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 39490.000 408. 3379. 4.6 466.9 466.6 .3 39540.000 476. 2334. 6.6 466.7 466.5 .2 39940.000 400. 2716. 5.7 467.5 467.1 .4 40650.000 499. 3153. 3.2 468.7 468.2 .5 48000.000 1300. 6076. 1.6 471.2 470.7 .5 51350.000 600. 3235. 2.9 472.5 472.0 .5 53350.000 1200. 3712. 2.5 473.3 472.6 .7 55590.000 750. 2236. 4.2 474.0 473.2 .8 56940.000 750. 2660. 3.5 475.4 474.5 .9 PAGE 33 Schreiber Tract (Denton Creek) \ \RANGER \VOL 1 \ PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc Conditions August 1999 Proposed Ultimate Condition * HEC -2 WATER SURFACE PROFILES + + * Version 4.6.2; May 1991 + * * RUN DATE 26AUG99 TIME 12:52:10 x x xxxxxxx xxxxx x x x x x x x x x xxxxxxx xxxx x x x x x x x x X x x x xxxxxxx xxxxx xxxxx x X x xxxxx xxxxx x X xxxxxxx * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4667 * (916) 756 -1104 ++++++++ + + + + * + ++ +* * + + + + + + + + + + + + + + + + + + ++ Proposed Ultimate Condition 26AUG99 12:52:10 ++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 2 YEAR DISCHARGE CROSS SECTIONS 35700 & 36250 ADDED TO CITY MODEL PROPOSED LAKE AND BACK OF LOT FILL ADDED FOR VILLAGE AT COTTONWOOD CREEK SECTION VI FOR SECTIONS 35700,36250 & 36970 STUDY FOR MANSIONS. FILE: "9714UPC7" ADDED SECTS, PROP. COND.11 /97 ABOVE COMPLETED AS PART OF MANISIONS BY THE LAKE LOMR REVISIONS TO ABOVE DAI MODEL COMPLETED BY KHA IN 7/99 REVISIONS INCLUDE CHANGING THE ORDER OF NC /NH CARDS AT SECTIONS 39290, 39440, 39490, 39540, 40650 ADDING AS -BLT MODIFICATIONS MADE IN FEMA MODELS BY DAI FOR SECTIONS 36970 TO 56940 SECTIONS 37600 TO 39290 REVISED TO REFLECT PROPOSED MODIFICATION AT SCHREBIER TRACT COMPLETED AS PART OF CLOMR 7/99 T3 DENTON CREEK SCHREIBER TRACT FILE:DENPRUL.DAT 7/99 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0 2 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 38 43 1 26 7 53 54 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 NC .055 .055 .025 .3 .5 QT 5 5645. 10168. 14753. 16681. 36200. NH 5. 0.050 2305.9 0.055 2420.6 0.060 2752 NH 4435. CROSS SECTION 33145 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. PAGE 1 THIS RUN EXECUTED 26AUG99 12:52:10 WSEL FQ 457.47 CHNIM ITRACE 0.045 2960 0.055 Proposed Ultimate Condition PAGE 2 26AUG99 12:52:10 MODIFIED FOR GRADING IN CITY PARK. BEGIN SEPARATE MODELLING OF DENTON CRK. & COTTONWOOD BR. - -AHH X1 33145. 42. 2390. 2960. 385. 290. 420. X3 3250. GR 470. 825. 470. 825. 470. 825. 470. 825. 465. 825. GR 465. 2305.9 460.33 2315. 460.55 2350.1 460.64 2390. 453. 2420.6 GR 452. 2485. 451.75 2515. 452. 2545. 453. 2620. 463. 2660. GR 463. 2752. 462. 2779. 461. 2789. 460. 2795. 455. 2810. GR 450. 2825. 445. 2835. 440. 2849. 439. 2852. 438.4 2862. GR 439. 2870. 440. 2878. 445. 2889. 450. 2898. 455. 2903. GR 460. 2930. 461. 2938. 462. 2951. 463. 2960. 463. 2969. GR 462. 3005. 461. 3039. 461. 3750. 460. 3800. 460. 4300. GR 463.6 4310.8 469. 4435. NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 3160. CROSS SECTION 33470 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. ELIMINATED GROUND POINTS AT SECTION 33470. SOUTH OF 2770. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. X1 33470. 38. 1135. 1603. 315. 260. 325. X3 2030. GR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. GR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1880. GR 461. 1930. 461. 2040. 461. 2198, 461. 2375. 460.1 2550. GR 463.8 2561. 464.8 2990. 465.2 3160. NH 4. 0.055 1201. 0.060 1280. 0.045 1392. 0.055 2230. CROSS SECTION 34260 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. MODIFIED IN RIGHT OVERBANK AREAS FROM PARKS OF COPPELL TOPOGRAPHY. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. ELIMINATED GROUND POINTS AT SECTION 34260 SOUTH OF 1970. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. X1 34260. 34. 868. 1520. 830. 250. 790. X3 1660. GR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. GR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. PAGE 2 Proposed Ultimate Condition 26AUG99 12:52:10 GR 460. 1392. 461. 1415. 462. 1445. 463. GR 461. 1620. 461. 1800. 464.5 1810.5 465.5 NH 6. 0.050 648. 0.055 1005. 0.060 1310. NH 1671, 0.050 1760. CROSS SECTION 34850. FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. NOT MODIFIED SINCE EFFECTIVE FLOW LIMITS PREVENTS FLOWS FROM ENTERING COTTONWOOD BRANCH AREA AT FAR RIGHT END OF THE SECTION EVEN AT HIGH DISCHARGES. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. X3 REMOVED TO ALLOW FLOW OUT OF CHANNEL -AHH X1 34850. 33. 1310. 1520. 520. 640. 590. GR 465. 0.0 465. 648. 461. 660. 461. GR 462.0 1038. 463. 1210. 464. 1270. 464.3 GR 455. 1341. 450. 1380. 445. 1388. 440. GR 440. 1410. 445. 1428. 450. 1435. 455. GR 465. 1520. 466. 1532. 467. 1550. 468. GR 470. 1610. 471. 1630. 472. 1648. 473. GR 475. 1710. 476. 1740. 477.79 1760. NH S. .050 1355. .055 2005. .060 2310. NH 2610. CROSS SECTION 34950 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL MODIFIED TO ELIMINATE FLOW AREAS IN COTTONWOOD BRANCH AT SOUTH END OF THE CROSS SECTION & INEFFECTIVE FLOW AT NORTH END. X1 34950. 31. 2310. 2520, 110, 90. 100. X3 1494. GR 470. 620. 465. 620. 464. 740. 463. GR 463.48 1000. 463. 1062. 462. 1190. 461. GR 462. 2038. 463. 2210. 464. 2270. 464.3 GR 455. 2341, 450. 2380. 445. 2388. 440. GR 440. 2410. 445. 2428. 450. 2435. 455. GR 465. 2520. 466. 2532. 467. 2550. 468. GR 470. 2610. NH 5. .050 1394. 055 2057. .060 3106. NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK X1 35700 30 3106 3233 750 750 750 X3 10000 2281 3430 GR 470.00 1000 468.00 1124 466.00 1326 464.00 GR 463.10 2057 462.00 2127 460.40 2331 460.40 GR 462.00 2962 460.00 3106 458.00 3127 450.00 GR 439.50 3188 444.00 3219 450.00 3223 460.00 GR 462.50 3303 460.30 3348 462.00 3401 464.00 GR 467.20 3549 468.00 3678 469.00 3815 470.00 PAGE 3 1472. 464. 1520. 2230. 0.045 1520. 0.055 0.0 0.0 0.0 660. 461. 1005. 1310. 460. 1338. 1390. 439.3 1394. 1442. 460. 1465. 1570. 469. 1590. 1671. 474. 1691. .045 2520. .055 760. 463. 930. 1355. 461. 2005. 2310. 460. 2338. 2390. 439.3 2394. 2442. 460. 2465. 2570. 469. 2590. .045 3233. .055 1394 463.20 1754 2471 462.00 2524 3153 444.00 3158 3233 462.00 3273 3426 466.00 3428 3957 472.00 4220 Proposed Ultimate Condition 26AUG99 12:52:10 PAGE 4 NH 5. .060 2316. 055 2765. .060 3028. 3172. NH 4619. .045 .040 SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK GR RECORDS MODIFIED TO SHOW PROPOSED LAKE IN RIGHT OVERBANK X1 36250 35 3028 3172 500 500 520 X3 2288 3625 GR 472.00 1000 470.00 1745 468.00 2288 466.00 2301 464.00 GR 464.00 2438 462.00 2542 460.70 2581 460.70 2685 462.00 2316 GR 464.00 2765 464.70 2808 464.00 2903 462.00 2744 GR 458.00 3028 450.00 3051 444.00 3055 439.80 2965 460.00 2993 GR 450.00 3123 460.00 3138 462.00 3172 462.00 3086 444.00 3116 GR 459.00 3266 448.00 3299 448.00 3525 463.00 3230 460.00 3240 GR 468.00 3625 468.00 3773 470.00 4071 3595 463.00 3605 471.70 4350 472.00 4619 NC .055 .055 .045 .1 .3 0. 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2900. 0. 0.045 3060. NH 3960. 0.050 4070. 0. 0. 0. 0.060 BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK 0 0 0 0 EXISTING POND IN RIGHT OVERBANK * * * ** SECTION "D" * * * ** CROSS SECTION 36970 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. X1 36970. 36. 2900. 3060. 600. 600. 720. X3 1494. GR 483 1000 477.5 1050 475 1200 475 1430 470 GR 466 2530 462 2620 462 2750 463.5 2800 2330 GR 465 2900 458 2930 453.5 2930 444 462 2850 GR 442.7 2970 450.6 2975 454 2985 2930 440 2937 GR 463.3 3200 462 3300 462 3400 456 2990 462 3060 GR 463 3645 460 3656 457 464 3430 464.5 3570 GR 463 3790 465 3815 468.5 3690 457 3730 460 3765 GR 473 4070 3835 469 3960 469 3990 NH 5 .055 1850 .045 1931 .045 2160 2400 NH 2730 .055 .04 SECTION ADDED FROM TOPO. RES 3/8/97 SECTIONS 37600 TO 39290 MODIFIED BY KHA 7/99 TO INCLUDE SCREIBER TRACT CLOMR X1 37600. 19 1931 2160 550 350 630 GR 468 1601 467 1850 458.5 1884 458.5 1931 455 2038 GR 450 2058 445 2065 440 2105 445 2120 460 GR 460 2400 460 2400 461 2570 462 2610 2160 GR 458 2680 452 2700 452 461 2650 2730 470 2730 Proposed Ultimate Condition 26AUG99 12:52:10 PAGE 5 NH 6 .055 1790 .045 2046 .055 2068 .045 2135 NH 2185 .04 2455 .055 SECTION ADDED FROM TOPO. RES 3/8/97 X1 37800 20 2046 2185 70 100 200 GR 470 1046 468 1392 467.5 1790 458.5 1826 458.5 2046 GR 450 2068 445 2077 440 2100 445 2125 450 2135 GR 460 2185 461 2215 457 2260 451 2280 451 2360 GR 457 2380 459.7 2400 464 2401 464 2455 470 2455 NH 4 .06 1850 .045 2157 .045 2260 .04 2570 SECTION ADDED FROM TOPO, AS -HLT SURVEY. RES 12/14/98 X1 37990 23 2157 2260 210 280 190 GR 468 1425 467.5 1850 458.5 1886 458.5 2133 458.5 2157 GR 450 2170 444 2175 441 2200 444 2208 450 2220 GR 460 2250 462 2260 462 2260 462 2320 459 2345 GR 457 2370 451 2390 451 2455 458 2475 460 2475 GR 463 2525 464 2570 473 2570 NH 5 .06 1850 .045 2160 .045 2260. .055 2260 NH 2595 .04 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38050. 23 2160 2260 60 60 60 GR 468 1509 467.5 1850 458.5 1886 458.5 2133 458.5 2160 GR 450 2176 444 2180 441 2200 444 2208 450 2220 GR 460 2250 462 2260 462 2260 462 2320 459 2345 GR 457 2365 451 2385 451 2480 457 2505 459 2540 GR 463 2575 464 2595 473 2595 NH 5 .06 1893 .045 2139 .045 2270 .055 2295 NH 2640 .045 X1 38200 27 2139 2270 150 150 150 GR 468 1555 467.5 1893 458.5 1927 458.5 2040 458.5 2139 GR 450 2157 444 2163 441 2186 444 2200 450 2215 GR 460 2255 462 2270 462 2295 462 2330 457 2375 GR 451 2395 451 2410 457 2425 464 2465 464 2480 GR 457 2530 451 2550 451 2570 457 2588 459 2605 GR 464 2640 473 2640 NH 5 .06 1915 .045 2142 .045 2225 .05 2300 NH 2620 .045 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38550. 23 2142 2225 340 330 350 GR 468 1415 467.5 1430 467.5 1915 458.5 1951 458.5 2048 GR 458.5 2142 444 2160 441.2 2190 444 2205 460 2225 GR 461.2 2300 457 2355 457 2450 460 2480 457 2505 GR 451 2525 451 2555 457 2575 459 2595 462 2610 GR 462 2610 463 2620 473 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 Proposed Ultimate Condition 26AUG99 12:52:10 PAGE 6 NC .3 .5 NH 5 .05 1345 .045 1551 .045 1675 .055 2175 .05 NH 2310 ET 6.1 6.1 6.1 6.1 1360 2064 X1 39290 22 1551 1675 600 800 740 GR 468 977 468 1345 459 1381 459 1485 459 1551 GR 450 1560 445 1565 441.88 1580 445 1600 450 1615 GR 460 1675 460 1710 458 1750 458 1950 460 2000 GR 462 2150 464 2175 466 2180 468 2190 470 2200 GR 472 2240 474 2310 END STUDY BY KRA FOR SCHREIBER TRACT NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 NH 4710. 0.055 6040. 0. 0. 0. 0. 0. 0. 0. ET 6.1 6.1 6.1 6.1 3921 4514 CROSS SECTION 39440 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. * * * * * * * * ** END OF KH- PARCHE COORDINATION MODEL * * * * * * * * * * * * * * * * ** Xi 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. GR 464. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1090 .05 2380 .055 3760 .045 4670 .05 NH 4950 .055 6200 ET 6.1 6.1 6.1 6.1 3880 4505 FEMA CROSS SECTION X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 GR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 GR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 GR 495 5940 499 6120 500 6200 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 Proposed Ultimate Condition 26AUG99 12:52:10 PAGE 7 NC .3 .5 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 ET 6.1 6.1 6.1 6.1 3900 4600 FEMA CROSS SECTION Xi 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. BMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 NC .1 .3 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 FEMA CROSS SECTION X1 40650 32 4730 4815 1000 400 700 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT 5 2994. 5761. 9182. 10837. 36200. NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 FEMA CROSS SECTION X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 Proposed Ultimate Condition NH 6120 .055 6230 FEMA CROSS SECTION X1 26AUG99 12:52:10 5570 5670 1650 1750 GR GR 465.5 2830 467.8 3060 467.8 3170 475 GR 487.8 3380 489 3570 491 3980 491 GR 498.4 5020 501.5 5200 475 5170 470 QT 5. 3166. 5796. 9885. 11721. 36200. 448 NH 6 .05 1400 .05 2930 .055 4160 NH 4585 .06 5420 6100 481.4 6120 490 6170 FEMA CROSS SECTION 6 .04 1300 .055 1900 X1 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 GR 479 2030 474.5 2230 472.8 2470 472.5 GR 471.3 3140 469.6 3400 468.7 3600 468.5 GR 470.5 4000 470.5 4100 470.3 4160 446.5 GR 470.3 4280 471 4315 469.4 4415 470.2 GR 482 4615 484 4675 498 5215 500 NH 6 .05 1300 .055 3400 .05 5570 NH 6120 .055 6230 FEMA CROSS SECTION X1 53350 34 5570 5670 1650 1750 GR 510 1000 498 1200 492 1300 GR 474 2100 472.5 2500 474 2750 GR 469 3510 472.5 3700 472.5 3740 GR 475 5170 470 5300 473 5360 GR 450 5580 448 5590 450 5600 GR 460 5650 467 5670 473 5700 GR 478 6100 481.4 6120 490 6170 NH 6 .04 1300 .055 1900 .06 NH 4480 .055 4540 QT 5. 2700. 6584. 9918. 12101. 36200. FEMA CROSS SECTION X1 55590 23 4250 4340 2000 2200 GR 501.5 1000 493 1100 487 1300 GR 489 1900 480 2000 475 2500 GR 472 3600 472 3900 473 4000 GR 452.4 4300 452.4 4325 472 4340 GR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 NH 4630 .06 4800 FEMA CROSS SECTION 3240 474.5 4330 488.5 .045 4515 1600 487 2690 474 3800 468.5 4200 447.5 4515 483.8 5330 505.5 .045 5670 PAGE 8 3350 4740 .058 1850 2930 3870 4238 4585 5420 .058 2000 479 1850 476 1900 472 3400 467 3450 470 4000 472 4700 472 5470 456 5570 450 5620 451 5630 472 5900 473 6000 510 6230 4250 .045 4340 .06 2240 484 1500 486 1550 475 2600 471 3000 476 4240 470 4250 474 4390 472.5 4410 4335 .045 4415 .058 Proposed Ultimate Condition 26AUG99 12:52:10 PAGE X1 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 Proposed Ultimate Condition 26AUG99 12:52:10 PAGE 10 T1 DENTON CREEK SCREIBER TRACT CLOMR T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 100 YEAR DISCHARGE T3 CITY OF COPPELL FILE: DENPRUL.DAT KHA /MRE 7/99 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 463.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 Proposed Ultimate Condition 26AUG99 12 :52:10 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE 11 THIS RUN EXECUTED 26AUG99 12:52:10 NOTE- ASTERISK ( *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK SCHREIBE SUMMARY PRINTOUT SECNO Q CWSEL 33145.000 2.42 5645.00 457.47 33145.000 2916.34 16681.00 463.50 33470.000 2308.82 5645.00 457.58 33470.000 16681.00 463.71 34260.000 42.21 5645.00 458.04 34260.000 2.19 16681.00 464.11 * 34850.000 1387.68 5645.00 458.28 * 34850.000 856.52 16681.00 464.38 34950.000 5645.00 458.41 34950.000 205.20 16681.00 464.60 35700.000 4.87 5645.00 459.21 * 35700.000 2457.70 16681.00 465.52 * 36250.000 1668.00 5645.00 459.59 * 36250.000 16681.00 465.84 * 36970.000 302.06 5645.00 459.34 * 36970.000 1.21 16681.00 465.78 * 37600.000 3579.07 5645.00 460.21 * 37600.000 2302.17 16681.00 466.26 37800.000 5645.00 460.28 37800.000 509.55 16681.00 466.28 37990.000 2.50 5645.00 460.31 37990.000 2730.00 16681.00 466.33 VCH VOL SSTA ENDST 2.42 .00 2402.70 2916.34 3.20 .00 2308.82 3250.00 3.17 15.35 1165.88 1550.02 3.43 42.21 963.92 2030.00 2.19 54.92 880.65 1387.68 2.90 140.65 856.52 1660.00 4.93 80.16 1339.03 1457.12 6.21 205.20 649.84 1513.26 4.87 82.81 2338.95 2457.70 6.01 214.35 1668.00 2515.57 4.15 104.49 3114.34 3232.21 4.81 302.06 2281.00 3427.52 1.21 139.18 3000.25 3579.07 1.76 398.04 2302.17 3616.38 5.81 181.20 2924.23 3727.00 5.60 509.55 2534.87 3727.00 2.50 204.43 1877.18 2730.00 2.85 580.32 1852.95 2730.00 2.04 214.34 1818.87 2400.14 2.75 602.20 1794.86 2455.00 2.74 228.51 1878.74 2480.23 3.18 636.70 1854.66 2570.00 Proposed Ultimate Condition 26AUG99 12:52:10 SECNO Q CWSEL VCH VOL SSTA ENDST 38050.000 5645.00 460.36 2.33 232.14 1878.56 2551.89 38050.000 16681.00 466.37 2.76 645.90 1854.54 2595.00 38200.000 5645.00 460.39 2.68 241.54 1919.82 2614.80 38200.000 16681.00 466.39 3.15 669.51 1897.16 2640.00 38550.000 5645.00 460.49 3.00 262.28 1943.06 2602.42 38550.000 16681.00 466.47 3.44 721.79 1919.12 2620.00 39290.000 5645.00 460.75 3.50 304.82 1373.99 2056.41 39290.000 16681.00 466.67 3.71 833.51 1360.00 2064.00 * 39440.000 5645.00 460.73 5.39 311.76 4048.17 4146.55 * 39440.000 16681.00 466.30 8.98 854.51 3921.00 4514.00 39490.000 5645.00 461.12 3.49 313.29 4068.82 4254.09 * 39490.000 16681.00 467.34 5.04 856.02 3880.00 4299.85 39540.000 5645.00 461.04 5.24 314.84 4047.40 4147.15 39540.000 16681.00 467.25 7.34 862.02 3900.00 4600.00 39940.000 5645.00 461.47 5.39 324.74 1412.64 1524.71 39940.000 16681.00 467.78 7.56 894.05 1141.09 1765.22 40650.000 5645.00 462.22 5.43 341.81 4737.58 4853.28 40650.000 16681.00 468.74 6.78 955.30 4304.21 5151.18 48000.000 2994.00 466.69 2.54 550.81 1694.48 2948.61 * 48000.000 108337.00 471.88 2.84 1665.34 1620.24 3209.70 51350.000 3166.00 467.31 2.11 672.90 4165.02 4274.49 51350.000 11721.00 472.85 2.65 2250.85 2463.42 4528.62 53350.000 3166.00 467.59 2.00 746.67 3444.15 5672.93 * 53350.000 11721.00 473.38 3.39 2531.38 2266.02 6007.55 * 55590.000 2700.00 467.97 3.27 812.78 4255.77 4336.92 * 55590.000 12101.00 474.07 5.99 2813.06 2692.77 4444.29 56940.000 2700.00 468.56 2.99 840.41 4305.49 4403.34 56940.000 12101.00 475.29 5.30 2948.16 2271.92 4571.02 PAGE 12 Proposed Ultimate Condition 26AUG99 12:52:10 DENTON CREEK SCHREIBE SUMMARY PRINTOUT TABLE 150 PAGE 13 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 33145.000 .00 .00 .00 438.40 5645.00 457.47 .00 457.56 4.49 2.42 2332.73 2663.54 33145.000 .00 .00 .00 438.40 16681.00 463.50 .00 463.65 8.11 3.20 5705.81 5857.32 33470.000 325.00 .00 .00 439.00 5645.00 457.58 .00 457.74 4.55 3.17 1781.25 2647.17 33470.000 325.00 .00 .00 439.00 16681.00 463.71 .00 463.86 5.48 3.43 6051.48 7123.91 34260.000 790.00 .00 .00 438.80 5645.00 458.04 .00 458.11 4.22 2.19 2582.76 2747.94 34260.000 790.00 .00 .00 438.80 16681.00 464.11 .00 464.24 4.33 2.90 5958.41 8012.50 * 34850.000 590.00 .00 .00 439.30 5645.00 458.28 .00 458.66 12.20 4.93 1144.45 1616.38 * 34850.000 590.00 .00 .00 439.30 16681.00 464.38 .00 464.86 17.31 6.21 3748.94 4009.74 34950.000 100.00 .00 .00 439.30 5645.00 458.41 .00 458.78 11.77 4.87 1159.39 1645.42 34950.000 100.00 .00 .00 439.30 16681.00 464.60 .00 465.04 15.96 6.01 3882.03 4175.62 35700.000 750.00 .00 .00 439.50 5645.00 459.21 .00 459.47 6.88 4.15 1359.99 2152.54 * 35700.000 750.00 .00 .00 439.50 16681.00 465.52 .00 465.76 5.48 4.81 6306.37 7125.78 * 36250.000 520.00 .00 .00 439.80 5645.00 459.59 .00 459.61 .50 1.21 4573.42 8020.73 * 36250.000 520.00 .00 .00 439.80 16681.00 465.84 .00 465.90 .79 1.76 10239.39 18759.46 * 36970.000 720.00 .00 .00 440.00 5645.00 459.34 .00 459.85 17.01 5.81 1056.24 1368.88 * 36970.000 720.00 .00 .00 440.00 16681.00 465.78 .00 466.11 10.77 5.60 5125.90 5083.82 * 37600.000 630.00 .00 .00 440.00 5645.00 460.21 .00 460.30 3.54 2.50 2408.45 2999.05 * 37600.000 630.00 .00 .00 440.00 16681.00 466.26 .00 466.35 2.22 2.85 7487.14 11201.42 37800.000 200.00 .00 .00 440.00 5645.00 460.28 .00 460.35 2.14 2.04 2986.03 3862.09 37800.000 200.00 .00 .00 440.00 16681.00 466.28 .00 466.39 2.14 2.75 6663.63 11415.44 37990.000 190.00 .00 .00 441.00 5645.00 460.31 .00 460.42 3.13 2.74 2464.69 3190.88 37990.000 190.00 .00 .00 441.00 16681.00 466.33 .00 466.45 2.54 3.18 6375.13 10457.32 38050.000 60.00 .00 .00 441.00 5645.00 460.36 .00 460.44 2.43 2.33 2809.62 3623.91 38050.000 60.00 .00 .00 441.00 16681.00 466.37 .00 466.46 2.00 2.76 6975.79 11792.00 38200.000 150.00 .00 .00 441.00 5645.00 460.39 .00 460.48 3.03 2.68 2651.11 3245.47 38200.000 150.00 .00 .00 441.00 16681.00 466.39 .00 466.50 2.51 3.15 6740.17 10537.51 38550.000 350.00 .00 .00 441.20 5645.00 460.49 .00 460.59 2.97 3.00 2653.60 3276.43 38550.000 350.00 .00 .00 441.20 16681.00 466.47 .00 466.58 2.41 3.44 6731.82 10743.90 39290.000 740.00 .00 .00 441.88 5645.00 460.75 .00 460.91 5.48 3.50 2332.05 2410.77 39290.000 740.00 .00 .00 441.88 16681.00 466.67 .00 466.80 3.36 3.71 6473.35 9105.08 * 39440.000 150.00 .00 .00 442.00 5645.00 460.73 .00 461.18 12.62 5.39 1046.82 1589.13 * 39440.000 150.00 .00 .00 442.00 16681.00 466.30 .00 467.42 22.29 8.98 2521.18 3533.50 Proposed Ultimate Condition 26AUG99 12:52:10 PAGE 14 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA OIK 39490.000 50.00 .00 .00 442.00 5645.00 461.12 .00 461.31 6.55 3.49 1615.38 2205.74 * 39490.000 50.00 .00 .00 442.00 16681.00 467.34 .00 467.71 9.55 5.04 3583.61 5397.32 39540.000 50.00 .00 .00 442.00 5645.00 461.04 .00 461.47 11.68 5.24 1077.46 1651.78 39540.000 50.00 .00 .00 442.00 16681.00 467.25 .00 467.91 13.71 7.34 3389.84 4505.09 39940.000 400.00 .00 .00 442.00 5645.00 461.47 .00 461.92 10.45 5.39 1078.64 1745.90 39940.000 400.00 .00 .00 442.00 16681.00 467.78 .00 468.43 12.12 7.56 3587.00 4792.44 40650.000 700.00 .00 .00 440.00 5645.00 462.22 .00 462.67 11.20 5.43 1095.47 1687.10 40650.000 700.00 .00 .00 440.00 16681.00 468.74 .00 469.23 10.97 6.78 4104.21 5036.45 48000.000 7350.00 .00 .00 445.60 2994.00 466.69 .00 466.77 2.41 2.54 1625.03 1928.69 * 48000.000 7350.00 .00 .00 445.60 10837.00 471.88 .00 471.94 1.92 2.84 8081.53 7826.05 51350.000 3350.00 .00 .00 446.50 3166.00 467.31 .00 467.38 1.42 2.11 1497.26 2656.52 51350.000 3350.00 .00 .00 446.50 11721.00 472.85 .00 472.92 4.31 2.65 6288.57 5642.82 53350.000 2000.00 .00 .00 448.00 3166.00 467.59 .00 467.64 1.21 2.00 1790.63 2883.86 * 53350.000 2000.00 .00 .00 448.00 11721.00 473.38 .00 473.48 2.16 3.39 7495.86 7976.53 * 55590.000 2240.00 .00 .00 452.40 2700.00 467.97 .00 468.14 5.20 3.27 826.42 1183.63 * 55590.000 2240.00 .00 .00 452.40 12101.00 474.07 .00 474.46 10.45 5.99 4329.55 3743.27 56940.000 1350.00 .00 .00 449.00 2700.00 468.56 .00 468.69 3.31 2.99 964.06 1484.37 56940.000 1350.00 .00 .00 449.00 12101.00 475.29 .00 475.57 6.87 5.30 4867.89 4617.68 Proposed Ultimate Condition 26AUG99 12:52:10 PAGE 17 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= 34850.000 34850.000 35700.000 36250.000 36250.000 36970.000 36970.000 37600.000 37600.000 39440.000 39440.000 39490.000 48000.000 53350.000 55590.000 55590.000 PROFILE= 1 PROFILE= 2 PROFILE= 2 PROFILE= 1 PROFILE= 2 PROFILE= 1 PROFILE= 2 PROFILE= 1 PROFILE= 2 PROFILE= 1 PROFILE= 2 PROFILE= 2 PROFILE= 2 PROFILE= 2 PROFILE= 1 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ❑�❑ Kimley -Horn and Associates, Inc. Payne Family Interests Storage Models Corrected Effective Storage Post - Project Storage Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL 1 \ PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc �❑ Kimley -Horn and Associates, Inc. Payne Family Interests Corrected Effective Storage Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL 1 \ PROD \HYDRO \projects \06309306 \4thS ubm \Report\denton2. doc Existing Storage ++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ * HEC -2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * HYDROLOGIC ENGINEERING CENTER * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * DAVIS, CALIFORNIA 95616 -4687 * RUN DATE 26AUG99 TIME 13:10:20 * * + (916) 756 -1104 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX X X X XXXXX XXXXX X X XXXXXXX Existing Storage 26AUG99 13:10:20 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 # # # # * * * # * * * + *kk * ** *kkk * * * * # # # # # # ## # #+ PAGE 1 THIS RUN EXECUTED 26AUG99 13:10:20 Tl COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 2 YEAR DISCHARGE CROSS SECTIONS 35700 & 36250 ADDED TO CITY MODEL PROPOSED LAKE AND BACK OF LOT FILL ADDED FOR VILLAGE AT COTTONWOOD CREEK SECTION VI FOR SECTIONS 35700,36250 & 36970 STUDY FOR MANSIONS. FILE: "9714UPC7" ADDED SECTS, PROP. COND.11 /97 ABOVE COMPLETED AS PART OF MANISIONS BY THE LAKE LOMR REVISIONS TO ABOVE DAI MODEL COMPLETED BY KHA IN 7/99 REVISIONS INCLUDE CHANGING THE ORDER OF NC /NH CARDS AT SECTIONS 39290, 39440, 39490, 39540, 40650 ADDING AS -BLT MODIFICATIONS MADE IN FEMA MODELS BY DAI FOR SECTIONS 36970 TO 56940 THIS MODEL DOES NOT INLLUDE PROPOSED SCHREIBER TRACT FILL T3 DENTON CREEK SCHREIBER TRACT FILE:DCULDUPI.DAT 7/99 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 457.47 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 26 7 53 54 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 NC .055 .055 .025 .3 .5 QT 5 5645. 10168. 14753. 16681. 36200. NH 5. 0.050 2305.9 0.055 2420.6 0.060 2752. 0.045 2960. 0.055 NH 4435. CROSS SECTION 33145 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. BEGIN SEPARATE MODELLING OF DENTON CRK. & COTTONWOOD BR. - -AHH X1 33145. 42. 2390. 2960. 385. 290. 420. X3 3250. GR 470. 825. 470. 825. 470. 825. 470. 825. 465, 825. GR 465. 2305.9 460.33 2315. 460.55 2350.1 460.64 2390. 453. 2420.6 GR 452. 2485. 451.75 2515. 452. 2545. 453. 2620. 463. 2660. GR 463. 2752. 462. 2779. 461. 2789. 460. 2795. 455. 2810. GR 450. 2825. 445. 2835. 440. 2849. 439. 2852. 438.4 2862. Existing Storage PAGE 2 26AUG99 13:10:20 GR 439. 2870. 440. 2878. 445. 2889. 450. 2898. 455. 2903. GR 460. 2930. 461. 2938. 462. 2951. 463. 2960. 463. 2969. GR 462. 3005. 461. 3039. 461. 3750. 460. 3800. 460. 4300. GR 463.6 4310.8 469. 4435. NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 3160. CROSS SECTION 33470 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. ELIMINATED GROUND POINTS AT SECTION 33470. SOUTH OF 2770. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. Xl 33470. 38. 1135. 1603. 315. 260. 325. X3 2030. GR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. GR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1880. GR 461. 1930. 461. 2040. 461. 2198. 461. 2375. 460.1 2550. GR 463.8 2561. 464.8 2990. 465.2 3160. NH 4. 0.055 1201. 0.060 1280. 0.045 1392. 0.055 2230. CROSS SECTION 34260 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. MODIFIED IN RIGHT OVERBANK AREAS FROM PARKS OF COPPELL TOPOGRAPHY. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. ELIMINATED GROUND POINTS AT SECTION 34260 SOUTH OF 1970. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. X1 34260. 34. 868. 1520. 830. 250. 790. X3 1660. GR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. GR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. GR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. GR 461. 1620. 461. 1800. 464.5 1810.5 465.5 2230. NH 6. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1520. 0.055 NH 1671. 0.050 1760. PAGE 2 Existing Storage 26AUG99 13 :10:20 CROSS SECTION 34850. FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. NOT MODIFIED SINCE EFFECTIVE FLOW LIMITS PREVENTS FLOWS FROM ENTERING COTTONWOOD BRANCH AREA AT FAR RIGHT END OF THE SECTION EVEN AT HIGH DISCHARGES. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. X3 REMOVED TO ALLOW FLOW OUT OF CHANNEL -AHH X1 34850. 33. 1310. 1520. 520. 640. 590. GR 465. 0.0 465. 648. 461. 660. 461. GR 462.0 1038. 463, 1210. 464. 1270. 464.3 GR 455. 1341. 450. 1380. 445. 1388. 440. GR 440. 1410. 445. 1428. 450. 1435. 455. GR 465. 1520. 466. 1532. 467. 1550. 468. GR 470. 1610. 471. 1630. 472. 1648. 473. GR 475. 1710. 476. 1740. 477.79 1760. NH 5. .050 1355. .055 2005. .060 2310. NH 2610. CROSS SECTION 34950 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL MODIFIED TO ELIMINATE FLOW AREAS IN COTTONWOOD BRANCH AT SOUTH END OF THE CROSS SECTION & INEFFECTIVE FLOW AT NORTH END. X1 34950. 31. 2310. 2520. 110. 90. 100. X3 1494. GR 470. 620. 465. 620. 464. 740. 463. GR 463.48 1000. 463. 1062. 462. 1190. 461. GR 462. 2038. 463. 2210. 464. 2270. 464.3 GR 455. 2341. 450. 2380. 445. 2388. 440. GR 440. 2410. 445. 2428. 450. 2435. 455. GR 465. 2520. 466. 2532. 467. 2550. 468. GR 470. 2610. NH S. .050 1394. .055 2057. .060 3106. NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK X1 35700 30 3106 3233 750 750 750 X3 10000 2281 3430 GR 470.00 1000 468.00 1124 466.00 1326 464.00 GR 463.10 2057 462.00 2127 460.40 2331 460.40 GR 462.00 2962 460.00 3106 458.00 3127 450.00 GR 439.50 3188 444.00 3219 450.00 3223 460.00 GR 462.50 3303 460.30 3348 462.00 3401 464.00 GR 467.20 3549 468.00 3678 469.00 3815 470.00 NH 5. .060 2316. .055 2765. .060 3028. NH 4619. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK GR RECORDS MODIFIED TO SHOW PROPOSED LAKE IN RIGHT OVERBANK PAGE 3 0.0 0.0 0.0 660. 461. 1005. 1310. 460. 1338. 1390. 439.3 1394. 1442. 460. 1465. 1570. 469. 1590. 1671. 474. 1691. .045 2520. .055 760. 463. 930. 1355. 461. 2005. 2310. 460. 2338. 2390. 439.3 2394. 2442. 460. 2465. 2570. 469. 2590. .045 3233. .055 1394 463.20 1754 2471 462.00 2524 3153 444.00 3158 3233 462.00 3273 3426 466.00 3428 3957 472.00 4220 045 3172. .040 Existing Storage 26AUG99 13:10:20 PAGE 4 X1 36250 35 3028 3172 500 500 520 X3 2288 3625 GR 472.00 1000 470.00 1745 468.00 2288 466.00 2301 464.00 2316 GR 464.00 2438 462.00 2542 460.70 2581 460.70 2685 462.00 2744 GR 464.00 2765 464.70 2808 464.00 2903 462.00 2965 460.00 2993 GR 458.00 3028 450.00 3051 444.00 3055 439.80 3086 444.00 3116 GR 450.00 3123 460.00 3138 462.00 3172 462.00 3230 460.00 3240 GR 459.00 3266 448.00 3299 448.00 3525 463.00 3595 463.00 3605 GR 468.00 3625 468.00 3773 470.00 4071 471.70 4350 472.00 4619 NC .055 .055 .045 .1 .3 0. 0. 0. 0. 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2900. 0.045 3060. 0.060 NH 3960. 0.050 4070. 0. 0. 0. 0. 0. 0. 0. BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK EXISTING POND IN RIGHT OVERBANK * * * ** SECTION "D" * * * ** CROSS SECTION 36970 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. X1 36970. 36. 2900. 3060. 600. 600. 720. X3 1494. GR 483 1000 477.5 1050 475 1200 475 1430 470 2330 GR 466 2530 462 2620 462 2750 463.5 2800 462 2850 GR 465 2900 458 2930 453.5 2930 444 2930 440 2937 GR 442.7 2970 450.6 2975 454 2985 456 2990 462 3060 GR 463.3 3200 462 3300 462 3400 464 3430 464.5 3570 GR 463 3645 460 3658 457 3690 457 3730 460 3765 GR 463 3790 465 3815 468.5 3835 469 3960 469 3990 GR 473 4070 NH 4 .055 1876 .045 2160 .055 2400 .040 2730 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 37600 21 1876 2160 550 350 630 GR 468 1601 468 1601 466 1628 464 1669 462 1876 GR 460 1924 455 2038 450 2058 445 2065 440 2105 GR 445 2120 460 2160. 460 2400 460 2400 461 2570 GR 462 2610 461 2650 458 2680 452 2700 452 2730 GR 470 2730 NH 4 .055 2068 .045 2135 .055 2185 .040 2455 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 37800 24 2024 2185 70 100 200 GR 470 1046 468 1392 466 1422 464 1470 462.3 1660 GR 464 1892 464 2024 462 2032 460 2042 450 2068 GR 445 2077 440 2100 445 2125 450 2135 460 2185 GR 461 2215 457 2260 451 2280 451 2360 457 2380 GR 459.7 2400 464 2401 464 2455 470 2455 Existing Storage 26AUG99 13:10:20 NH 4 .06 2142 .045 2260 .04 SECTION ADDED FROM TOPO, AS -BLT SURVEY. RES 12/14/98 2142 460 2155 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO 462 KHA 8/99 X1 37990 28 2133 2260 2475 210 280 GR 468 1425 466 1498 464 1586 GR 466 2018 466 2090 2118 464 2133 GR 450 2170 444 2175 2260 441 2200 GR 460 2250 462 2260 2595 462 2260 GR 457 2370 451 2390 451 2455 GR 463 2525 464 2570 2065 473 2570 NH 4 .06 2140 .045 2295 2260 .055 SECTION ADDED FROM TOPO. RES 3/8/97 451 2550 451 2570 473 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 Xl 38050 31 2089 2260 60 60 GR 468 1509 466 1545 1901 464 1567 GR 464 1893 466 1987 2160 468 2072 GR 464 2130 462 2140 2555 460 2148 GR 441 2200 444 2208 450 2220 GR 462 2260 462 2320 459 2345 GR 451 2480 457 2505 459 2540 GR 473 2595 NH 4 .06 2117 .045 2270 .055 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 38200 34 2117 2270 150 150 GR 468 1555 466 1583 464 1627 GR 460 1847 462 1876 464 1951 GR 468 2117 460 2135 450 2157 GR 444 2200 450 2215 460 2255 GR 462 2330 457 2375 451 2395 GR 464 2465 464 2480 457 2530 GR 457 2588 459 2605 464 2640 NH 6. .06 1901 .05 2069 .06 NH 2300 .045 2620 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 38550. 36 2103 2225 340 330 GR 468 1415 466.3 1521 468 1580 GR 466 1688 464 1730 462 1754 GR 462 1919 464 1964 466 2027 GR 466 2107 464 2120 462 2130 GR 441.2 2190 444 2205 460 2225 GR 457 2450 460 2480 457 2505 GR 457 2575 459 2595 462 2610 GR 473 2620 PAGE 5 2320 .040 2570 190 462 1778 464 1897 462 2142 460 2155 444 2208 450 2220 462 2320 459 2345 458 2475 460 2475 2260 .04 2595 60 462 1590 462 1809 468 2089 466 2118 450 2176 444 2180 460 2250 462 2260 457 2365 451 2385 464 2575 464 2595 2295 .045 2640 150 462 1666 460 1741 466 2018 468 2065 444 2163 441 2185 462 2270 462 2295 451 2410 457 2425 451 2550 451 2570 473 2640 2103 .045 2225 .05 350 469 1614 468 1659 460 1774 460 1901 468 2069 468 2103 460 2139 444 2160 461.2 2300 457 2355 451 2525 451 2555 462 2610 463 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 Existing Storage 26AUG99 13:10:20 PAGE 7 NC .3 .5 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 ET 6.1 6.1 6.1 6.1 3900 4600 FEMA CROSS SECTION X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. BMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 NC .1 .3 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 FEMA CROSS SECTION X1 40650 32 4730 4815 1000 400 700 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT 5 2994. 5761. 9182. 10837. 36200. NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 FEMA CROSS SECTION X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 Existing Storage NH 6120 .055 6230 FEMA CROSS SECTION X1 26AUG99 13:10:20 5570 5670 1650 1750 GR GR 465.5 2830 467.8 3060 467.8 3170 475 GR 487.8 3380 489 3570 491 3980 491 GR 498.4 5020 501.5 5200 475 5170 470 QT 5. 3166. 5796. 9885. 11721. 36200. 5590 NH 6 .05 1400 .05 2930 .055 4160 NH 4585 .06 5420 481.4 6120 490 6170 NH FEMA CROSS SECTION .04 1300 .055 1900 X1 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 GR 479 2030 474.5 2230 472.8 2470 472.5 GR 471.3 3140 469.6 3400 468.7 3600 468.5 GR 470.5 4000 470.5 4100 470.3 4160 446.5 GR 470.3 4280 471 4315 469.4 4415 470.2 GR 482 4615 484 4675 498 5215 500 NH 6 .05 1300 .055 3400 .05 5570 NH 6120 .055 6230 FEMA CROSS SECTION X1 53350 34 5570 5670 1650 1750 GR 510 1000 498 1200 492 1300 GR 474 2100 472.5 2500 474 2750 GR 469 3510 472.5 3700 472.5 3740 GR 475 5170 470 5300 473 5360 GR 450 5580 448 5590 450 5600 GR 460 5650 467 5670 473 5700 GR 478 6100 481.4 6120 490 6170 NH 6 .04 1300 .055 1900 .06 NH 4480 .055 4540 QT 5. 2700. 6584. 9918. 12101. 36200. FEMA CROSS SECTION X1 55590 23 4250 4340 2000 2200 GR 501.5 1000 493 1100 487 1300 GR 489 1900 480 2000 475 2500 GR 472 3600 472 3900 473 4000 GR 452.4 4300 452.4 4325 472 4340 GR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 NH 4630 .06 4800 FEMA CROSS SECTION 3240 474.5 4330 488.5 .045 4515 1600 487 2690 474 3800 468.5 4200 447.5 4515 483.8 5330 505.5 045 5670 PAGE 8 3350 4740 .058 1850 2930 3870 4238 4585 5420 .058 2000 479 1850 476 1900 472 3400 467 3450 470 4000 472 4700 472 5470 456 5570 450 5620 451 5630 472 5900 473 6000 510 6230 4250 .045 4340 .06 2240 484 1500 486 1550 475 2600 471 3000 476 4240 470 4250 474 4390 472.5 4410 4335 .045 4415 .058 Existing Storage 26AUG99 13:10:20 PAGE X1 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 Existing Storage 26AUG99 13:10:20 PAGE 10 T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 100 YEAR DISCHARGE T3 DENTON CREEK SCHREIBER TRACT CORRECTED ULTIMATE 7/99 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 463.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 Existing Storage 26AUG99 13:10:20 ++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE 11 THIS RUN EXECUTED 26AUG99 13:10:20 NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK SCHREIBE SUMMARY PRINTOUT SECNO Q CWSEL 33145.000 5645.00 457.47 33145.000 16681.00 463.50 33470.000 5645.00 457.58 33470.000 16681.00 463.71 34260.000 5645.00 458.04 34260.000 16681.00 464.11 * 34850.000 5645.00 458.28 * 34850.000 16681.00 464.38 34950.000 5645.00 458.41 34950.000 16681.00 464.60 35700.000 5645.00 459.21 * 35700.000 16681.00 465.52 * 36250.000 5645.00 459.59 * 36250.000 16681.00 465.84 * 36970.000 5645.00 459.34 * 36970.000 16681.00 465.78 * 37600.000 5645.00 460.25 * 37600.000 16681.00 466.28 37800.000 5645.00 460.32 37800.000 16681.00 466.28 37990.000 5645.00 460.35 37990.000 16681.00 466.33 VCH VOL SSTA ENDST 2.42 .00 2402.70 2916.34 3.20 .00 2308.82 3250.00 3.17 15.35 1165.88 1550.02 3.43 42.21 963.92 2030.00 2.19 54.92 880.65 1387.68 2.90 140.65 856.52 1660.00 4.93 80.16 1339.03 1457.12 6.21 205.20 649.84 1513.26 4.87 82.81 2338.95 2457.70 6.01 214.35 1668.00 2515.57 4.15 104.49 3114.34 3232.21 4.81 302.06 2281.00 3427.52 1.21 139.18 3000.25 3579.07 1.76 398.04 2302.17 3616.38 5.81 181.20 2924.23 3727.00 5.60 509.55 2534.87 3727.00 2.56 203.57 1918.13 2730.00 2.66 583.64 1624.22 2730.00 2.11 213.02 2040.38 2400.15 2.93 606.41 1417.77 2455.00 2.91 225.11 2152.69 2480.91 3.66 638.99 1485.81 2570.00 Existing Storage 26AUG99 13:10:20 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 34850.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNO= 39290.000 PROFILE= 2 WSEL BASED ON X5 CARD WARNING SECNO= 39440.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNO= 39440.000 PROFILE= 2 WSEL BASED ON X5 CARD WARNING SECNO= 39440.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48000.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 53350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 13 ❑�❑ Kimley -Horn and Associates, Inc. Payne Family Interests Post - Project Storage Schreiber Tract (Denton Creek) \ \RANGER \VOL 1 \ PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc August 1999 Proposed Storage * HEC -2 WATER SURFACE PROFILES + + * Version 4.6.2; May 1991 + * * RUN DATE 26AUG99 TIME 13:09:19 +++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 Proposed Storage 26AUG99 13:09:19 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 Tl COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 2 YEAR DISCHARGE CROSS SECTIONS 35700 & 36250 ADDED TO CITY MODEL PROPOSED LAKE AND BACK OF LOT FILL ADDED FOR VILLAGE AT COTTONWOOD CREEK SECTION VI FOR SECTIONS 35700,36250 & 36970 STUDY FOR MANSIONS. FILE: "9714UPC7" ADDED SECTS, PROP. COND.11 /97 ABOVE COMPLETED AS PART OF MANISIONS BY THE LAKE LOMR REVISIONS TO ABOVE DAI MODEL COMPLETED BY KHA IN 7/99 REVISIONS INCLUDE CHANGING THE ORDER OF NC /NH CARDS AT SECTIONS 39290, 39440, 39490, 39540, 40650 ADDING AS -BLT MODIFICATIONS MADE IN FEMA MODELS BY DAI FOR SECTIONS 36970 TO 56940 SECTIONS 37600 TO 39290 REVISED TO REFLECT PROPOSED MODIFICATION AT SCHREBIER TRACT COMPLETED AS PART OF CLOMR 7/99 T3 DENTON CREEK SCHREBBER TRACT FILE:DENPRUL.DAT 7/99 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0 2 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 38 43 1 26 7 53 54 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 NC .055 .055 .025 .3 .5 QT 5 5645. 10168. 14753. 16681. 36200. NH 5. 0.050 2305.9 0.055 2420.6 0.060 2752 NH 4435. CROSS SECTION 33145 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. PAGE 1 THIS RUN EXECUTED 26AUG99 13:09:19 WSEL 463.5 CHNIM 0.045 FQ ITRACE 2960. 0.055 Proposed Storage PAGE 2 26AUG99 13:09:19 MODIFIED FOR GRADING IN CITY PARK. BEGIN SEPARATE MODELLING OF DENTON CRK. & COTTONWOOD BR. - -AHH X1 33145. 42. 2390. 2960. 385. 290. 420. X3 3250. GR 470. 825. 470. 825. 470. 825. 470. 825. 465. 825. GR 465. 2305.9 460.33 2315. 460.55 2350.1 460.64 2390. 453. 2420.6 GR 452. 2485. 451.75 2515. 452. 2545. 453. 2620. 463. 2660. GR 463. 2752. 462. 2779. 461. 2789. 460. 2795. 455. 2810. GR 450. 2825. 445. 2835. 440. 2849. 439. 2852. 438.4 2862. GR 439. 2870. 440. 2878. 445. 2889. 450. 2898. 455. 2903. GR 460. 2930. 461. 2938. 462. 2951. 463. 2960. 463. 2969. GR 462. 3005. 461. 3039. 461. 3750. 460. 3800. 460. 4300. GR 463.6 4310.8 469. 4435. NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 3160. CROSS SECTION 33470 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. ELIMINATED GROUND POINTS AT SECTION 33470. SOUTH OF 2770. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. X1 33470. 38. 1135. 1603. 315. 260. 325. X3 2030. GR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. GR 461. 1580. 462. 1592, 463. 1603. 460. 1609. 460. 1880. GR 461. 1930. 461. 2040. 461. 2198. 461. 2375. 460.1 2550, GR 463.8 2561. 464.8 2990. 465.2 3160. NH 4. 0.055 1201. 0.060 1280. 0.045 1392. 0.055 2230. CROSS SECTION 34260 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. MODIFIED IN RIGHT OVERBANK AREAS FROM PARKS OF COPPELL TOPOGRAPHY. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. ELIMINATED GROUND POINTS AT SECTION 34260 SOUTH OF 1970. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. X1 34260. 34. 868. 1520. 830. 250. 790. X3 1660. GR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. GR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. PAGE 2 Proposed Storage 26AUG99 13:09:19 GR 460. 1392. 461. 1415. 462. 1445. 463. GR 461. 1620. 461. 1800. 464.5 1810.5 465.5 NH 6. 0.050 648. 0.055 1005. 0.060 1310. NH 1671. 0.050 1760. CROSS SECTION 34850. FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. NOT MODIFIED SINCE EFFECTIVE FLOW LIMITS PREVENTS FLOWS FROM ENTERING COTTONWOOD BRANCH AREA AT FAR RIGHT END OF THE SECTION EVEN AT HIGH DISCHARGES. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100 -YEAR FLOOD LIMITS. X3 REMOVED TO ALLOW FLOW OUT OF CHANNEL -AHH X1 34850. 33. 1310. 1520. 520. 640. 590. GR 465. 0.0 465. 648. 461. 660. 461. GR 462.0 1038. 463. 1210. 464. 1270. 464.3 GR 455. 1341. 450. 1380. 445. 1388, 440. GR 440. 1410. 445. 1428. 450. 1435. 455. GR 465. 1520. 466. 1532. 467. 1550. 468. GR 470. 1610. 471. 1630. 472. 1648. 473. GR 475. 1710. 476. 1740. 477.79 1760. NH 5. .050 1355. .055 2005. .060 2310. NH 2610. CROSS SECTION 34950 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL MODIFIED TO ELIMINATE FLOW AREAS IN COTTONWOOD BRANCH AT SOUTH END OF THE CROSS SECTION & INEFFECTIVE FLOW AT NORTH END. X1 34950. 31. 2310. 2520. 110. 90. 100. X3 1494. GR 470. 620. 465. 620. 464. 740. 463. GR 463.48 1000. 463. 1062. 462. 1190. 461. GR 462. 2038. 463. 2210. 464. 2270. 464.3 GR 455. 2341. 450. 2380. 445. 2388. 440. GR 440. 2410. 445. 2428. 450. 2435. 455. GR 465. 2520. 466. 2532. 467. 2550. 468. GR 470. 2610. NH S. .050 1394. .055 2057. .060 3106. NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK X1 35700 30 3106 3233 750 750 750 X3 10000 2281 3430 GR 470.00 1000 468.00 1124 466.00 1326 464.00 GR 463.10 2057 462.00 2127 460.40 2331 460.40 GR 462.00 2962 460.00 3106 458.00 3127 450.00 GR 439.50 3188 444.00 3219 450.00 3223 460.00 GR 462.50 3303 460.30 3348 462.00 3401 464.00 GR 467.20 3549 468.00 3678 469.00 3815 470.00 PAGE 3 1472. 464. 1520. 2230. 0.045 1520. 0.055 0.0 0.0 0.0 660. 461. 1005. 1310. 460. 1338. 1390. 439.3 1394. 1442. 460. 1465. 1570. 469. 1590. 1671. 474. 1691. .045 2520. .055 760. 463. 930. 1355. 461. 2005. 2310. 460. 2338. 2390. 439.3 2394. 2442. 460. 2465. 2570. 469. 2590. .045 3233. .055 1394 463.20 1754 2471 462.00 2524 3153 444.00 3158 3233 462.00 3273 3426 466.00 3428 3957 472.00 4220 Proposed Storage 26AUG99 13:09:19 NH S. .060 2316. .055 2765. .060 3028. NH 4619. 444.00 3116 3230 460.00 3240 3595 SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO 472.00 X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK 0. BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK 0. GR RECORDS MODIFIED TO SHOW PROPOSED LAKE IN RIGHT OVERBANK X1 36250 35 3028 3172 500 500 520 X3 2288 3625 GR 472.00 1000 470.00 1745 468.00 2288 466.00 GR 464.00 2438 462.00 2542 460.70 2581 460.70 GR 464.00 2765 464.70 2808 464.00 2903 462.00 GR 458.00 3028 450.00 3051 444.00 3055 439.80 GR 450.00 3123 460.00 3138 462.00 3172 462.00 GR 459.00 3266 448.00 3299 448.00 3525 463.00 GR 468.00 3625 468.00 3773 470.00 4071 471.70 NC .055 .055 .045 .1 .3 0. 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2900. NH 3960. 0.050 4070. 0. 0. 0. 0. BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK EXISTING POND IN RIGHT OVERBANK * * * ** SECTION "D" * * * ** CROSS SECTION 36970 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. X1 36970. 36. 2900. 3060. 600. 600. 720. X3 1494. GR 483 1000 477.5 1050 475 1200 475 GR 466 2530 462 2620 462 2750 463.5 GR 465 2900 458 2930 453.5 2930 444 GR 442.7 2970 450.6 2975 454 2985 456 GR 463.3 3200 462 3300 462 3400 464 GR 463 3645 460 3658 457 3690 457 GR 463 3790 465 3815 468.5 3835 469 GR 473 4070 NH 5 .055 1850 .045 1931 .045 2160 NH 2730 SECTION ADDED FROM TOPO. RES 3/8/97 SECTIONS 37600 TO 39290 MODIFIED BY KHA 7/99 TO INCLUDE SCREIBER TRACT CLOMR X1 37600. 19 1931 2160 550 350 630 X5 1 466.28 GR 468 1601 467 1850 458.5 1884 458.5 GR 450 2058 445 2065 440 2105 445 GR 460 2400 460 2400 461 2570 462 GR 458 2680 452 2700 452 2730 470 PAGE 4 045 3172. .040 2301 464.00 2316 2685 462.00 2744 2965 460.00 2993 3086 444.00 3116 3230 460.00 3240 3595 463.00 3605 4350 472.00 4619 0. 0. 0. 0.045 3060. 0.060 0. 0. 0. 1430 470 2330 2800 462 2850 2930 440 2937 2990 462 3060 3430 464.5 3570 3730 460 3765 3960 469 3990 .055 2400 .04 1931 455 2038 2120 460 2160 2610 461 2650 2730 Proposed Storage 26AUG99 13:09:19 PAGE 5 NH 6 .055 1790 .045 2046 .055 2068 .045 2135 .055 NH 2185 .04 2455 SECTION ADDED FROM TOPO. RES 3/8/97 X1 37800 20 2046 2185 70 100 200 X5 1 466.28 GR 470 1046 468 1392 467.5 1790 458.5 1826 458.5 2046 GR 450 2068 445 2077 440 2100 445 2125 450 2135 GR 460 2185 461 2215 457 2260 451 2280 451 2360 GR 457 2380 459.7 2400 464 2401 464 2455 470 2455 NH 4 .06 1850 .045 2157 .045 2260 .04 2570 SECTION ADDED FROM TOPO, AS -BLT SURVEY. RES 12/14/98 X1 37990 23 2157 2260 210 280 190 X5 1 466.33 GR 468 1425 467.5 1850 458.5 1886 458.5 2133 458.5 2157 GR 450 2170 444 2175 441 2200 444 2208 450 2220 GR 460 2250 462 2260 462 2260 462 2320 459 2345 GR 457 2370 451 2390 451 2455 458 2475 460 2475 GR 463 2525 464 2570 473 2570 NH 5 .06 1850 .045 2160 .045 2260. .055 2260 .04 NH 2595 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38050. 23 2160 2260 60 60 60 X5 1 466.40 GR 468 1509 467.5 1850 458.5 1886 458.5 2133 458.5 2160 GR 450 2176 444 2180 441 2200 444 2208 450 2220 GR 460 2250 462 2260 462 2260 462 2320 459 2345 GR 457 2365 451 2385 451 2480 457 2505 459 2540 GR 463 2575 464 2595 473 2595 NH 5 .06 1893 .045 2139 .045 2270 .055 2295 .045 NH 2640 Xi 38200 27 2139 2270 150 150 150 X5 1 466.47 GR 468 1555 467.5 1893 458.5 1927 458.5 2040 458.5 2139 GR 450 2157 444 2163 441 2186 444 2200 450 2215 GR 460 2255 462 2270 462 2295 462 2330 457 2375 GR 451 2395 451 2410 457 2425 464 2465 464 2480 GR 457 2530 451 2550 451 2570 457 2588 459 2605 GR 464 2640 473 2640 NH 5 .06 1915 .045 2142 .045 2225 .05 2300 .045 NH 2620 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38550. 23 2142 2225 340 330 350 XS 1 466.58 GR 468 1415 467.5 1430 467.5 1915 458.5 1951 458.5 2048 GR 458.5 2142 444 2160 441.2 2190 444 2205 460 2225 GR 461.2 2300 457 2355 457 2450 460 2480 457 2505 GR 451 2525 451 2555 457 2575 459 2595 462 2610 Proposed Storage 26AUG99 13:09:19 GR 462 2610 463 2620 473 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 5 .05 1345 .045 1551 .045 1675 NH 2310 6.1 6.1 6.1 6.1 1360 2064 X1 39290 22 1551 1675 600 800 740 X5 1 466.82 GR 468 977 468 1345 459 1381 459 GR 450 1560 445 1565 441.88 1580 445 GR 460 1675 460 1710 458 1750 458 GR 462 2150 464 2175 466 2180 468 GR 472 2240 474 2310 END STUDY BY KHA FOR SCHREIBER TRACT NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6. 0.060 1050. 0.060 2000. 0.055 4040. NH 4710. 0.055 6040. 0. 0. 0. 0. 6.1 6.1 6.1 6.1 3921 4514 CROSS SECTION 39440 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. * * * * * * * * ** END OF KH- PARCHE COORDINATION MODEL * * * * * * * * * * * * * * * * ** X1 39440. 34. 4040. 4150. 150. 280. 150. X5 1 466.48 GR 502. 1000. 491.6 1050. 490. 1160. 487. GR 484. 1800. 483. 2000. 480. 2100. 480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. GR 464. 4000. 468. 4025. 464. 4040. 444. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. GR 481.5 4880. 483. 4970. 484. 5080. 482. GR 485. 5600. 488. 5730. 493.5 5830. 500. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1090 .05 2380 .055 3760 NH 4950 .055 6200 ET 6.1 6.1 6.1 6.1 3880 4505 FEMA CROSS SECTION X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 GR 477.5 3060 478.2 3175 477 3320 477 GR 465 3782 462.7 3885 462.3 3895 463 GR 462.8 3985 467.5 4030 463 4045 454.3 GR 442 4193 443.5 4217 462.5 4257 468.5 GR 464 4635 478.2 4670 478.5 4950 483.5 GR 495 5940 499 6120 500 6200 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 055 2175 PAGE 6 05 1485 459 1551 1600 450 1615 1950 460 2000 2190 470 2200 0.045 4150. 0.060 0. 0. 0. 1330. 487. 1530. 2200. 477. 2480. 3790. 463. 3900. 4090. 442. 4110. 4600. 466.5 4710. 5380. 482. 5460. 6040. 0. 0. .045 4670 .05 2480 478 2670 3470 478 3760 3914 464 3965 4155 442 4183 4310 478.5 4505 5380 483.5 5520 Proposed Storage 26AUG99 13:09:19 PAGE 7 NC .3 .5 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 ET 6.1 6.1 6.1 6.1 3900 4600 FEMA CROSS SECTION Xl 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. BMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 NC .1 .3 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 FEMA CROSS SECTION X1 40650 32 4730 4815 1000 400 700 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT 5 2994. 5761. 9182. 10837. 36200. NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 FEMA CROSS SECTION X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 Proposed Storage - 26AUG99 13:09:19 30 4160 4515 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 GR 498.4 5020 501.5 5200 2030 474.5 QT 5. 3166. 5796. 9885. 11721. 36200. NH 6 .05 1400 .05 2930 .055 4160 .045 4515 NH 4585 .06 5420 GR 470.5 4000 470.5 FEMA CROSS SECTION 470.3 4160 446.5 - 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 GR 479 2030 474.5 2230 472.8 2470 472.5 GR 471.3 3140 469.6 3400 468.7 3600 468.5 GR 470.5 4000 470.5 4100 470.3 4160 446.5 GR 470.3 4280 471 4315 469.4 4415 470.2 GR 482 4615 484 4675 498 5215 500 NH 6 .05 1300 .055 3400 .05 5570 NH 6120 .055 6230 FEMA CROSS SECTION X1 53350 34 5570 5670 1650 1750 GR 510 1000 498 1200 492 1300 GR 474 2100 472.5 2500 474 2750 GR 469 3510 472.5 3700 472.5 3740 GR 475 5170 470 5300 473 5360 GR 450 5580 448 5590 450 5600 GR 460 5650 467 5670 473 5700 GR 478 6100 481.4 6120 490 6170 NH 6 .04 1300 .055 1900 .06 NH 4480 .055 4540 QT 5. 2700. 6584. 9918. 12101. 36200. FEMA CROSS SECTION X1 55590 23 4250 4340 2000 2200 GR 501.5 1000 493 1100 487 1300 GR 489 1900 480 2000 475 2500 GR 472 3600 472 3900 473 4000 GR 452.4 4300 452.4 4325 472 4340 GR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 NH 4630 .06 4800 FEMA CROSS SECTION 1600 487 2690 474 3800 468.5 4200 447.5 4515 483.8 5330 505.5 .045 5670 PAGE 8 3350 4740 .058 1850 2930 3870 4238 4585 5420 .058 2000 479 1850 476 1900 472 3400 467 3450 470 4000 472 4700 472 5470 456 5570 450 5620 451 5630 472 5900 473 6000 510 6230 4250 .045 4340 .06 2240 484 1500 486 1550 475 2600 471 3000 476 4240 470 4250 474 4390 472.5 4410 4335 .045 4415 .058 Proposed Storage 26AUG99 13:09:19 PAGE X1 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 Proposed Storage 2GAUG99 13:09:19 PAGE 10 T1 DENTON CREEK SCREIHER TRACT CLOMR T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 100 YEAR DISCHARGE T3 CITY OF COPPELL FILE: DENPRUL.DAT KHA /MRE 7/99 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 463.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 Proposed Storage 26AUG99 13:09:19 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE 11 THIS RUN EXECUTED 26AUG99 13:09:20 NOTE- ASTERISK ( *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK SCHREIBE SUMMARY PRINTOUT SECNO Q CWSEL 33145.000 5645.00 463.50 33145.000 16681.00 463.50 33470.000 5645.00 463.52 33470.000 16681.00 463.71 34260.000 5645.00 463.57 34260.000 16681.00 464.11 * 34850.000 5645.00 463.61 * 34850.000 16681.00 464.38 34950.000 5645.00 463.64 34950.000 16681.00 464.60 * 35700.000 5645.00 463.80 * 35700.000 16681.00 465.52 * 36250.000 5645.00 463.89 * 36250.000 16681.00 465.84 * 36970.000 5645.00 463.85 * 36970.000 16681.00 465.78 * 37600.000 5645.00 464.01 * 37600.000 16681.00 466.28 37800.000 5645.00 464.02 * 37800.000 16681.00 466.28 37990.000 5645.00 464.03 * 37990.000 16681.00 466.33 VCH VOL SSTA ENDST 1.08 .00 2308.82 3250.00 3.20 .00 2308.82 3250.00 1.20 41.56 964.46 2030.00 3.43 42.21 963.92 2030.00 1.05 135.34 858.63 1660.00 2.90 140.65 856.52 1660.00 2.46 193.08 652.16 1504.73 6.21 205.20 649.84 1513.26 2.46 200.47 1668.00 2504.93 6.01 214.35 1668.00 2515.57 2.24 264.43 2281.00 3423.54 4.81 302.06 2281.00 3427.52 .72 334.80 2443.86 3608.55 1.76 398.04 2302.17 3616.38 2.88 413.44 2578.39 3727.00 5.60 509.55 2534.87 3727.00 1.32 463.01 1861.97 2730.00 2.85 580.39 1852.88 2730.00 1.20 480.23 1803.90 2455.00 2.75 602.29 1794.88 2455.00 1.46 506.27 1863.89 2570.00 3.18 636.78 1854.68 2570.00 Proposed Storage 26AUG99 13:09 :19 SECNO Q CWSEL VCH VOL SSTA ENDST 38050.000 5645.00 464.04 1.25 513.16 1863.88 2595.00 * 38050.000 16681.00 466.40 2.75 645.99 1854.40 2595.00 38200.000 5645.00 464.04 1.45 530.82 1906.06 2640.00 * 38200.000 16681.00 466.47 3.12 669.74 1896.89 2640.00 38550.000 5645.00 464.06 1.61 569.91 1928.75 2620.00 * 38550.000 16681.00 466.58 3.40 722.51 1918.68 2620.00 39290.000 5645.00 464.12 1.76 654.74 1360.57 2175.27 * 39290.000 16681.00 466.82 3.47 841.10 1349.72 2184.10 * 39440.000 5645.00 464.04 3.97 669.77 3842.58 4601.93 * 39440.000 16681.00 466.48 8.04 866.24 3776.34 4709.12 * 39490.000 5645.00 464.25 2.45 672.09 3880.00 4272.50 39490.000 16681.00 467.09 5.19 870.15 3880.00 4297.62 39540.000 5645.00 464.21 3.89 674.44 3900.00 4600.00 39540.000 16681.00 466.99 7.63 874.00 3900.00 4600.00 39940.000 5645.00 464.39 4.13 689.87 1262.60 1742.61 39940.000 16681.00 467.59 7.77 904.73 1142.03 1763.96 40650.000 5645.00 464.74 4.29 713.41 4730.20 5109.34 40650.000 16681.00 468.62 6.93 964.15 4307.77 5150.16 48000.000 2994.00 467.44 2.22 967.73 1683.69 3024.20 * 48000.000 10837.00 471.87 2.85 1667.28 1620.47 3209.54 51350.000 3166.00 467.93 2.02 1110.54 4163.98 4275.64 51350.000 11721.00 472.84 2.66 2251.06 2464.70 4528.58 53350.000 3166.00 468.17 1.90 1188.48 3438.29 5675.85 * 53350.000 11721.00 473.37 3.40 2530.88 2267.74 6007.42 * 55590.000 2700.00 468.50 3.10 1258.75 4254.27 4337.32 * 55590.000 12101.00 474.07 5.99 2811.98 2693.06 4444.28 56940.000 2700.00 469.01 2.87 1287.75 3879.90 4404.32 56940.000 12101.00 475.29 5.30 2946.96 2272.05 4570.87 PAGE 12 Proposed Storage 26AUG99 13:09:19 DENTON CREEK SCHREIBE SUMMARY PRINTOUT TABLE 150 PAGE 13 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K 33145.000 .00 .00 .00 438.40 5645.00 463.50 .00 463.52 .93 1.08 5705.81 5857.32 33145.000 .00 .00 .00 438.40 16681.00 463.50 .00 463.65 8.11 3.20 5705.81 5857.32 33470.000 325.00 .00 .00 439.00 5645.00 463.52 .00 463.54 .68 1.20 5860.09 6847.19 33470.000 325.00 .00 .00 439.00 16681.00 463.71 .00 463.86 5.48 3.43 6051.48 7123.91 34260.000 790.00 .00 .00 438.80 5645.00 463.57 .00 463.59 .59 1.05 5537.19 7338.97 34260.000 790.00 .00 .00 438.80 16681.00 464.11 .00 464.24 4.33 2.90 5958.41 8012.50 * 34850.000 590.00 .00 .00 439.30 5645.00 463.61 .00 463.69 2.76 2.46 3111.03 3398.18 * 34850.000 590.00 .00 .00 439.30 16681.00 464.38 .00 464.86 17.31 6.21 3748.94 4009.74 34950.000 100.00 .00 .00 439.30 5645.00 463.64 .00 463.72 2.77 2.46 3093.87 3394.60 34950.000 100.00 .00 .00 439.30 16681.00 464.60 .00 465.04 15.96 6.01 3882.03 4175.62 * 35700.000 750.00 .00 .00 439.50 5645.00 463.80 .00 463.86 1.37 2.24 4335.91 4822.81 * 35700.000 750.00 .00 .00 439.50 16681.00 465.52 .00 465.76 5.48 4.81 6306.37 7125.78 * 36250.000 520.00 .00 .00 439.80 5645.00 463.89 .00 463.90 .16 .72 7767.73 14226.48 * 36250.000 520.00 .00 .00 439.80 16681.00 465.84 .00 465.90 .79 1.76 10239.39 18759.46 * 36970.000 720.00 .00 .00 440.00 5645.00 463.85 .00 463.95 3.41 2.86 2943.05 3057.89 * 36970.000 720.00 .00 .00 440.00 16681.00 465.78 .00 466.11 10.77 5.60 5125.90 5083.82 * 37600.000 630.00 .00 .00 440.00 5645.00 464.01 .00 464.03 .60 1.32 5519.80 7313.08 * 37600.000 630.00 .00 .00 440.00 16681.00 466.28 .00 466.37 2.20 2.85 7502.19 11234.22 37800.000 200.00 .00 .00 440.00 5645.00 464.02 .00 464.04 .50 1.20 5181.66 8017.67 * 37800.000 200.00 .00 .00 440.00 16681.00 466.28 .00 466.38 2.14 2.75 6660.33 11407.20 37990.000 190.00 .00 .00 441.00 5645.00 464.03 .00 464.05 .66 1.46 4736.48 6948.97 * 37990.000 190.00 .00 .00 441.00 16681.00 466.33 .00 466.45 2.55 3.18 6372.08 10450.11 38050.000 60.00 .00 .00 441.00 5645.00 464.04 .00 464.06 .51 1.25 5256.60 7884.08 * 38050.000 60.00 .00 .00 441.00 16681.00 466.40 .00 466.50 1.98 2.75 7000.92 11854.59 38200.000 150.00 .00 .00 441.00 5645.00 464.04 .00 464.06 .66 1.45 5000.32 6934.11 * 38200.000 150.00 .00 .00 441.00 16681.00 466.47 .00 466.57 2.45 3.12 6792.09 10656.07 38550.000 350.00 .00 .00 441.20 5645.00 464.06 .00 464.09 .63 1.61 5055.81 7132.98 * 38550.000 350.00 .00 .00 441.20 16681.00 466.58 .00 466.69 2.33 3.40 6809.08 10926.51 39290.000 740.00 .00 .00 441.88 5645.00 464.12 .00 464.15 .95 1.76 4928.60 5779.88 * 39290.000 740.00 .00 .00 441.88 16681.00 466.82 .00 466.93 2.90 3.47 7162.27 9801.64 * 39440.000 150.00 .00 .00 442.00 5645.00 464.04 .00 464.28 5.42 3.97 1645.73 2424.21 * 39440.000 150.00 .00 .00 442.00 16681.00 466.48 .00 467.30 17.59 8.04 3330.69 3977.52 Proposed Storage 26AUG99 13:09:19 PAGE 14 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K * 39490.000 50.00 .00 .00 442.00 5645.00 464.25 .00 464.35 2.74 2.45 2393.88 3409.73 39490.000 50.00 .00 .00 442.00 16681.00 467.09 .00 467.49 10.26 5.19 3478.62 5206.81 39540.000 50.00 .00 .00 442.00 5645.00 464.21 .00 464.43 5.11 3.89 1691.79 2496.87 39540.000 50.00 .00 .00 442.00 16681.00 466.99 .00 467.72 15.16 7.63 3223.69 4284.29 39940.000 400.00 .00 .00 442.00 5645.00 464.39 .00 464.64 4.67 4.13 1670.67 2612.31 39940.000 400.00 .00 .00 442.00 16681.00 467.59 .00 468.29 12.98 7.77 3469.14 4630.62 40650.000 700.00 .00 .00 440.00 5645.00 464.74 .00 465.01 6.10 4.29 1442.73 2286.43 40650.000 700.00 .00 .00 440.00 16681.00 468.62 .00 469.14 11.56 6.93 4001.10 4905.22 48000.000 7350.00 .00 .00 445.60 2994.00 467.44 .00 467.50 1.72 2.22 2061.21 2285.37 * 48000.000 7350.00 .00 .00 445.60 10837.00 471.87 .00 471.92 1.93 2.85 8056.11 7794.42 51350.000 3350.00 .00 .00 446.50 3166.00 467.93 .00 468.00 1.26 2.02 1565.76 2822.98 51350.000 3350.00 .00 .00 446.50 11721.00 472.84 .00 472.92 4.34 2.66 6272.35 5626.10 53350.000 2000.00 .00 .00 448.00 3166.00 468.17 .00 468.22 1.03 1.90 1915.78 3125.52 * 53350.000 2000.00 .00 .00 448.00 11721.00 473.37 .00 473.48 2.17 3.40 7475.57 7961.37 * 55590.000 2240.00 .00 .00 452.40 2700.00 468.50 .00 468.65 4.54 3.10 869.62 1267.86 * 55590.000 2240.00 .00 .00 452.40 12101.00 474.07 .00 474.45 10.47 5.99 4324.93 3739.79 56940.000 1350.00 .00 .00 449.00 2700.00 469.01 .00 469.14 2.96 2.87 1010.01 1569.01 56940.000 1350.00 .00 .00 449.00 12101.00 475.29 .00 475.57 6.88 5.30 4864.09 4614.98 Proposed Storage 26AUG99 13:09:19 DENTON CREEK SCHREIBE SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 33145.000 5645.00 463.50 .00 .00 .00 941.18 .00 33145.000 16681.00 463.50 .00 .00 .00 941.18 .00 33470.000 5645.00 463.52 .00 .02 .00 1065.54 325.00 33470.000 16681.00 463.71 .16 .21 .00 1066.08 325.00 34260.000 5645.00 463.57 .00 .05 .00 766.75 790.00 34260.000 16681.00 464.11 .53 .40 .00 803.48 790.00 * 34850.000 5645.00 463.61 .00 .03 .00 784.81 590.00 * 34850.000 16681.00 464.38 .77 .27 .00 863.43 590.00 34950.000 5645.00 463.64 .00 .03 .00 770.38 100.00 34950.000 16681.00 464.60 .96 .22 .00 847.57 100.00 * 35700.000 5645.00 463.80 .00 .17 .00 1142.54 750.00 * 35700.000 16681.00 465.52 1.72 .93 .00 1146.52 750.00 * 36250.000 5645.00 463.89 .00 .08 .00 1022.01 520.00 * 36250.000 16681.00 465.84 1.96 .32 .00 1314.21 520.00 * 36970.000 5645.00 463.85 .00 -.04 .00 949.73 720.00 * 36970.000 16681.00 465.78 1.93 -.06 .00 1192.13 720.00 * 37600.000 5645.00 464.01 .00 .16 .00 868.03 630.00 * 37600.000 16681.00 466.28 2.27 .50 .00 877.12 630.00 37800.000 5645.00 464.02 .00 .01 .00 651.10 200.00 * 37800.000 16681.00 466.28 2.26 .00 .00 660.12 200.00 37990.000 5645.00 464.03 .00 .01 .00 706.11 190.00 * 37990.000 16681.00 466.33 2.30 .05 .00 715.32 190.00 38050.000 5645.00 464.04 .00 .01 .00 731.12 60.00 * 38050.000 16681.00 466.40 2.36 .07 .00 740.60 60.00 38200.000 5645.00 464.04 .00 .01 .00 733.94 150.00 * 38200.000 16681.00 466.47 2.43 .07 .00 743.11 150.00 38550.000 5645.00 464.06 .00 .02 .00 691.25 350.00 * 38550.000 16681.00 466.58 2.52 .11 .00 701.32 350.00 39290.000 5645.00 464.12 .00 .05 .00 814.71 740.00 * 39290.000 16681.00 466.82 2.70 .24 .00 834.38 740.00 * 39440.000 5645.00 464.04 .00 -.07 .00 526.69 150.00 * 39440.000 16681.00 4.66.48 2.44 -.34 .00 830.05 150.00 PAGE 15 Proposed Storage 26AUG99 13:09:19 SECNO Q CWSEL DIFWSP DIFWSX DIFXWS TOPWID XLCH * 39490.000 5645.00 464.25 .00 .21 .00 350.62 50.00 39490.000 16681.00 467.09 2.84 .61 2.84 412.43 50.00 39540.000 5645.00 464.21 .00 -.05 .00 475.94 50.00 39540.000 16681.00 466.99 2.78 -.11 2.78 624.44 50.00 39940.000 5645.00 464.39 .00 .19 .00 397.83 400.00 39940.000 16681.00 467.59 3.20 .60 3.20 621.93 400.00 40650.000 5645.00 464.74 .00 .35 .00 214.84 700.00 40650.000 16681.00 468.62 3.88 1.03 3.88 842.39 700.00 48000.000 2994.00 467.44 .00 2.70 .00 698.81 7350.00 * 48000.000 10837.00 471.87 4.42 3.25 4.42 1589.07 7350.00 51350.000 3166.00 467.93 .00 .49 .00 111.65 3350.00 51350.000 11721.00 472.84 4.91 .97 4.91 1787.46 3350.00 53350.000 3166.00 468.17 .00 .24 .00 228.74 2000.00 * 53350.000 11721.00 473.37 5.20 .53 5.20 3132.84 2000.00 * 55590.000 2700.00 468.50 .00 .33 .00 83.05 2240.00 * 55590.000 12101.00 474.07 5.57 .70 5.57 1593.55 2240.00 56940.000 2700.00 469.01 .00 .52 .00 141.00 1350.00 56940.000 12101.00 475.29 6.26 1.22 6.28 2108.31 1350.00 PAGE 16 Proposed Storage 26AUG99 13:09:19 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 34850.000 WARNING SECNO= 34850.000 WARNING SECNO= 35700.000 WARNING SECNO= 35700.000 WARNING SECNO= 36250.000 WARNING SECNO= 36250.000 WARNING SECNO= 36970.000 WARNING SECNO= 36970.000 WARNING SECNO= 37600.000 NOTE SECNO= 37600.000 WARNING SECNO= 37600.000 NOTE SECNO= 37800.000 NOTE SECNO= 37990.000 NOTE SECNO= 38050.000 NOTE SECNO= 38200.000 NOTE SECNO= 38550.000 NOTE SECNO= 39290.000 WARNING SECNO= 39440.000 NOTE SECNO= 39440.000 WARNING SECNO= 39440.000 WARNING SECNO= 39490.000 WARNING SECNO= 48000.000 WARNING SECNO= 53350.000 WARNING SECNO= 55590.000 WARNING SECNO= 55590.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 WSEL BASED ON X5 CARD PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 WSEL BASED ON X5 CARD PROFILE= 2 WSEL BASED ON X5 CARD PROFILE= 2 WSEL BASED ON X5 CARD PROFILE= 2 WSEL BASED ON X5 CARD PROFILE= 2 WSEL BASED ON X5 CARD PROFILE= 2 WSEL BASED ON X5 CARD PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 WSEL BASED ON X5 CARD PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 17 ��❑ Kimley -Horn and Associates, Inc. Payne Family Interests Appendix B: Exhibit Maps, Stream Profiles, and Cross - Sections Vicinity Map Floodplain Work Map Annotated FIRM Panel Flood Profiles Cross Sections Overlays Schreiber Tract (Denton Creek) August 1999 \ \RANGER \VOL 1\ PROD \HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc VICINITY MAP N.T.S. - � I o ` I If 1 MINI. = JVV R I In ven. = 4 T[ RS = 37600 .055 045 .055 Legend Ground • Bank Sta 470 465 I 460 ........ C O W 455 450 445 440 1600 1800 2000 2200 2400 2600 2800 3000 Station (ft) I If 1 MINI. = JVV R I In ven. = 4 T[ in rnonz. = JUU n i in vem = 4 n RS =37800 .055 0 0 Legend 4 5 5 5 0 Ground • Bank Sta 470. 465 ,I 460 I c 0 m a�i w 455 450 .. 445 440 1000 1200 1400 1600 1800 2000 2200 2400 Station (ft) in rnonz. = JUU n i in vem = 4 n 1 in Horiz. = 300 ft 1 in Vert. = 4 ft RS = 38050 .06 '' .045 � .04 Legend ■ Ground Bank Sta 470 465 I 460 _ I 1 l N W 455 '.. 450 .. 445 440 1400 1600 1800 2000 2200 2400 2600 2800 Station (ft) 1 in Horiz. = 300 ft 1 in Vert. = 4 ft 1 in Horiz. = 300 ft 1 in Vert. = 4 ft RS =38550 06 >k .05 1<.045 *0 0 Legend 6 Ground Bank Sta 470 - - I 465 1 I 460 1 c O a� W 455 450 445 440 1400 1600 1800 2000 2200 2400 2600 2800 Station (ft) 1 in Horiz. = 300 ft 1 in Vert. = 4 ft 1 in Horiz. = 300 ft 1 in Vert. = 4 ft RS =39290 05 055.045 055 - ------- __ .05 Legend ■ Ground • Bank Sta 470 .. 465 I 460 I c w 455 450 445 440 800 1000 1200 1400 1600 1800 2000 2200 Station (ft) 1 in Horiz. = 300 ft 1 in Vert. = 4 ft Payne Family Interests :7 Schreiber Tract (Denton Creek) \ \RANGER \VOL 1 \YROD\HYDRO \projects\ 06309306 \4thSubm \Report\denton2.doc I Appendix C: FEMA Forms August 1999 I FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 R EVISION REQUESTER AND COMMUNITY OFFICIAL I Expires April 30, 2001 Public reporting burden for this form is estimated to average 2.13 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067-0148), Washin ton, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. 1. REQUESTED RESPONSE FROM FEMA This request is for a: ® CLOMR A letter from FEMA commenting on whether a proposed project, if built as proposed, would justify a map revision, or proposed hydrology changes (See 44 CFR Ch. 1, Parts 60,65 & 72). ❑ LOMR A letter from FEMA officially revising the current NFIP map to show the changes to floodplains, floodway or flood elevations. LOMRs typically decrease flood hazards. (See 44 CFR Ch. 1 Parts 60 & 65.) ❑ Other Describe: 2. OVERVIEW 1. The basis for this revision request is (are): (check all that apply) ® Physical Change ❑ Improved Methodology /Data ❑ F000dway Revision ❑ Other Describe: Note: A photograph is not required, but is very helpful during review. 2. Flooding Source: Denton Creek 3. Project Name /Identifier: Schreiber Tract 4. FEMA zone designations affected: AE,X (example: A, AH, AO, Al -A30, A99, AE, V, V1 -V30, VE, B, C, D, X) 5. The NFIP map panel(s) affected for all impacted communities is (are): Community No. Community Name State Map No. Panel No. Effective Date Ex: 480301 Katy, City TX 480301 0005D 02/08/83 480287 Harris County TX 48201 C 0220G 09/28/90 480170 Coppell, City TX 480170 0010E 04/15/94 480195 Lewisvile, City TX 48121C 0685E 04/02/97 6. The area of revision encompasses the following types of flooding and structures. Check all that apply. Types of Flooding Structures ® Riverine ® Channelization ❑ Coastal ❑ Levee /Floodwall ❑ Alluvial fan ❑ Bridge /Culvert ❑ Shallow Flooding (e.g. Zones AO and AH) ❑ Dam ❑ Lakes ® Fill ❑ Other describe ❑ Other describe PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89 Revision Requester and Community Official Form MT -2 Form 1 Page 1 of 2 4. ENCROACHMENT INFORMATION 1. Does the State have jurisdiction over the floodway or its adoption by communities participating in the NFIP? ❑ Yes ®No If Yes, attach a copy of a letter notifying the appropriate State agency of the floodway revision and documentation of the approval of the revised floodway by the appropriate State agency. 2. Does the development in the floodway cause the 1 % annual chance (base) elevation to increase at any location by more than 0.000 feet? ❑ Yes ® No ❑ N/A 3. Does the cumulative effect of all development that has occurred since the effective SFHA was originally identified cause the base flood elevation to increase at any location by more than one foot (or other increase limit if community or state has adopted more stringent criteria - even if a floodway has not been delineated by FEMA)? ❑ Yes ® No If the answer to either items is Yes, please attach documentation that all requirements of Section 65.12 of the NFIP regulations have been met, regarding evaluation of alternatives, notice to individual legal property owners, concurrence of CEO, and certification that no insurable structures are impacted. 5. MAINTENANCE RESPONSIBILITY The community is willing to assume responsibility for ❑ performing ❑ overseeing compliance with the maintenance and operation plans of the (Name) flood control structure. If not performed promptly by an owner other than the community, the community will provide the necessary services without cost to the Federal government. and maintenance plans are attached. ❑ Yes ❑ No ® N/A 6. REVIEW FEE The review fee for the appropriate request category has been included. ® Yes Fee amount: $ 3100 OR This request is based on a federally sponsored flood - control project where 50 percent or more of the project's cost is federally sponsored, or the request is based on detailed hydrologic and hydraulic studies conducted by Federal, State, or local agencies to replace approximate studies conducted by FEMA and shown on the effective FIRM; thus the project is fee exempt. ❑ Yes Please see Instructions for Fee Amounts 7. SIGNATURE Note: I understand that my signature indicates that all information Note: Signature indicates that the community understands, from the submitted in support of this request is correct revision requester, the impacts of the revision on flooding conditions in the community. Signature of Revision Requester Signature of Community Official Printed Name and Title of Revision Requester Printed Name and Title of Community Official City of Coppell Company Name Community Name Telephone No.: Date: Telephone No.: Date: CERTIFICATION BY REGISTERED PROFESSIONAL Check which forms have been included with this request ENGINEER AND /OR LAND SURVEYOR This certification is in accordance with 44 CFR Ch. 1, Sect 65.2 Form Name and (Number) Required if ...... ❑ Hydrologic (3) new or revised discharges Hydraulic (4) new or revised water - surface elevations Mapping (5) floodplain /floodway changes Signature Channelization (6) channel is modified ❑ Bridge /Culvert (7) addition /revision of bridge /culvert ❑ Levee /Floodwall (8) addition /revision of levee /floodwall Printed Name and Title of Revision Requester ❑ Coastal (9) new or revised coastal elevations ❑ Coastal Structures (10) addition /revision of coastal structure Registr No. Expires (Date) State ❑ Dam (11) addition /revision of dam ❑ Alluvial Fan (12) structures proposed on alluvial fan Type of License /Expertise: FEMA Form 81 -89 Revision Requester and Community Official Form MT -2 Form 1 Page 2 of 2 4. ENCROACHMENT INFORMATION 1. Does the State have jurisdiction over the floodway or its adoption by communities participating in the NFIP? ❑ Yes ® No If Yes, attach a copy of a letter notifying the appropriate State agency of the floodway revision and documentation of the approval of the revised floodway by the appropriate State agency. 2. Does the development in the floodway cause the 1 % annual chance (base) elevation to increase at any location by more than 0.000 feet? ❑ Yes ® No ❑ N/A 3. Does the cumulative effect of all development that has occurred since the effective SFHA was originally identified cause the base flood elevation to increase at any location by more than one foot (or other increase limit if community or state has adopted more stringent criteria - even if a floodway has not been delineated by FEMA)? ❑ Yes ® No If the answer to either items is Yes, please attach documentation that all requirements of Section 65.12 of the NFIP regulations have been met, regarding evaluation of alternatives, notice to individual legal property owners, concurrence of CEO, and certification that no insurable structures are impacted. 5. MAINTENANCE RESPONSIBILITY The community is willing to assume responsibility for ❑ performing ❑ overseeing compliance with the maintenance and operation plans of the (Name) flood control structure. If not performed promptly by an owner other than the community, the community will provide the necessary services without cost to the Federal government. on and maintenance plans are attached. ❑ Yes ❑ No ® N/A 6. REVIEW FEE The review fee for the appropriate request category has been included. ® Yes Fee amount: $ 3100 OR This request is based on a federally sponsored flood - control project where 50 percent or more of the project's cost is federally sponsored, or the request is based on detailed hydrologic and hydraulic studies conducted by Federal, State, or local agencies to replace approximate studies conducted by FEMA and shown on the effective FIRM; thus the project is fee exempt. ❑ Yes Please see Instructions for Fee Amounts 7. SIGNATURE Note: I understand that my signature indicates that all information Note: Signature indicates that the community understands, from the submitted in support of this request is correct revision requester, the impacts of the revision on flooding conditions in the community. Signature of Revision Requester Signature of Community Official Printed Name and Title of Revision Requester Printed Name and Title of Community Official City of Lewisville Company Name Community Name Telephone No.: Date: Telephone No.: Date: CERTIFICATION BY REGISTERED PROFESSIONAL Check which forms have been included with this request ENGINEER AND /OR LAND SURVEYOR This certification is in accordance with 44 CFR Ch. 1, Sect 65.2 Form Name and (Number) Required if ...... ❑ Hydrologic (3) new or revised discharges ® Hydraulic (4) new or revised water - surface elevations ® Mapping (5) floodplain /floodway changes Signature Channelization (6) channel is modified ❑ Bridge /Culvert (7) addition /revision of bridge /culvert ❑ Levee /Floodwall (8) addition /revision of levee /floodwall Printed Name and Title of Revision Requester ❑ Coastal (9) new or revised coastal elevations ❑ Coastal Structures (10) addition /revision of coastal structure Registr No. Expires (Date) State ❑ Dam (11) addition /revision of dam ❑ Alluvial Fan (12) structures proposed on alluvial fan Type of License /Expertise: FEMA Form 81 -89 Revision Requester and Community Official Form MT -2 Form 1 Page 2 of 2 I FEDERAL EMERGENCY MANAGEMENT AGENCY O.M. No. 3067 -0148 RIVERINE HYDRAULIC ANALYSIS Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2.25 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington DC 20472; and to the Office of Mana ement and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Note: Fill out one form for each flooding source studied Community Name: City of Coppell Flooding Source: Denton Creek Project Name /Identifier: Schreiber Tract 1. REACH TO BE REVISED Describe the limits of the revision OR submit a copy of the FIRM with the revision area clearly highlighted. Copy of FIRM(s) attached depicting area of the revision (highlighted, or circled)? ® Yes Downstream Limit: Section 376 +00( Ref HEC -2 Input/Output Appendix C) Upstream Limit: 392 +90 ( Ref HEC -2 Input/Output Appendix C) EMMMI 2. MODELS SUBMITTED Requirements: for areas which have detailed flooding for areas which do not have detailed Full input and output listings along with files on diskette for each of the models flooding listed below (items 1 -4) and a summary of the source of input parameters used in Only the 100 -year (Base) flood profile is the models must be provided. The summary must include a description of any required. A hydraulic model is not required for changes made from model to model (e.g., Duplicate Effective model to Corrected areas which do not have detailed flooding; Effective model). At a minimum, the Duplicate Effective (item 1) and the Revised or however, BFEs may not be added to the Post - Project Conditions (item 4) models must be submitted. See instructions for revised FIRM. If a hydraulic model is developed directions on when other models may be required. for the area, items 3 and 4 described below must be submitted. If hydraulic models are not developed, hydraulic analyses (including all calculations) for existing or pre - project conditions and revised or post-project conditions must be submitted. 1. Duplicate Effective Model ® Natural File Name asbltmp2.dat ® Floodway File Name asbltfw2.dat Copies of the hydraulic analysis used in the effective FIS, referred to as the effective models (10 -, 50 -, 100 -, and 500 -year multi - profile runs and the floodway run) must be obtained and then reproduced on the requester's equipment to produce the Duplicate Effective model. This is required to assure that the effective models input data has been transferred correctly to the requester's equipment and to assure that the revised data will be integrated into the effective data to provide a continuous FIS model upstream and downstream of the revised reach. 2. Corrected Effective Model ® Natural File Name dcmpcor.dat ® Floodway File Name dcfwcor.dat The Corrected Effective model is the model that corrects any errors that occur in the Duplicate Effective model, adds any additional cross sections to the Duplicate Effective model, or incorporates more detailed topographic information than that used in the currently effective model. The Correctly Effective model must not reflect any man -made physical changes since the date of the effective model. An error could be a technical error in the modeling procedures, or any construction in the floodplain that occurred prior to the date of the effective model but was not incorporated into the effective model. 3. Existing or Pre - Project Conditions Model ❑ Natural File Name NA ❑ Floodway File Name NA The Duplicate Effective model or Corrective Effective model is modified to produce the Existing or Pre - Project Conditions model to reflect any modifications that have occurred within the floodplain since the date of the Effective model but prior to the construction of the project for which the revision is being requested. If no modification has occurred since the date of the effective model, then this model would be identical to the Corrected Effective model or Duplicate Effective model. 4. Revised or Post - Protect Conditions Model ® Natural File Name denprmp.dat ® Floodway File Name denprfw.dat The Existing or Pre - Project Conditions model (or Duplicate Effective model or Corrected Effective model, as appropriate) is revised to reflect revised or post - project conditions. This model must incorporate any physical changes to the floodplain since the effective model was produced as well as the effects of the project. When the request is for the proposed project this model must reflect proposed conditions. 5. Other — Please attach a sheet describing all other models submitted along with the file names. ❑ Natural ❑ Floodway PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89C Riverine Hydraulic Analysis Form MT -2 Form 4 Page 1 of 2 3. STARTING WATER- SURFACE ELEVATIONS Explain how they were determined. Explanation Attached? ❑ Yes I NOTE: If the effective study is an approximate study, the slope /area method is recommended. For detailed analysis studies, using a known water - surface elevation is recommended. 4. RESULTS (from the model used to revise the 100 -year water surface elevations) 1-1— ally V1 Lilo iUnvvvniy, audcii an expianation - to tnis form, or to the hydraulic model printout- as to reasonableness of the situation. ❑ Supercritical depth ❑ Critical Depth ❑ Drawdowns ❑ Negative Floodway Surcharge ❑ Floodway Surcharges Greater Than Maximum Allowed by Community /State ❑ Water surface elevations higher than the end points of cross sections. ❑ Floodway discharge is different than the Natural 100 -year (base) flood discharge. ❑ Project causes 100 -year floodplain or floodway elevations to increase (state if increases are located off t requester's property) Explanation attached with Form ❑ Explanation provided on attached printout ❑ If Hydraulic model used is HEC -2, has it been checked with FEMA'S CHECK -2 computer program? ❑ Yes (see instructions for information on how to obtain CHECK -2 5. REVISED FIRM /FBFM AND FLOOD PROFILE j. vrome i ransition a. 100 -Year Water - Surface Elevations - indicate the difference in water surface elevations where the project 10 elevations tie into the existing 100 -year water surface elevations at each end of the project. Downstream End 369 +70 within 0 (feet) Upstream End 394 +40 within .31 (feet) Cross - Section # Cross - Section # b. Floodway Elevations - indicate the difference in water surface elevations where the project floodway elevation the existing floodway water surface elevations at each end of the project. Downstream End 369 +70 within 0 (feet) Upstream End 394 +40 within .3 (feet) Cross - Section # Cross - Section # c. Floodway widths - indicate the difference in Floodway widths where the project floodway widths tie into the exi width at each end of the project. Downstream End 369 +70 within 0 (feet) Upstream End 394 +40 within 0 (feet) Cross - Section # Cross - Section # 2. Profile Checklist (check box if information has been provided on profile) The following information (unless in parentheses) must be included at the same scale as the existing profiles for th ® Stream Name ❑ Confluences labeled ❑ Community Name ® Channel Stationing ® Horizontal /Vertical Scales indicated ❑ Road Crossings ❑ Labeled ❑ Corporate Limits labeled ® Streambed profiled ® 100 -year elevs profiled' ❑ Low Chord Elevations ® Study limits lab . ® Cross Sections I ❑ Top of Road Ele 'All recurrence intervals in the effective study must also be profiled. Floodway Data Table Attach a Floodway Data Table for each cross section listed in the published Floodway Data table in the FIS report. Floodway Data Table Attached ® Yes ❑ Not Required I I - orm 81 -89C Riverine Hydraulic Analysis Form MT -2 For