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FS9904-SY020624❑�❑ Klmley -Hofn Payne Family Interests 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 © June 2002 ❑�❑ Kimley -Horn Payne Family Interests and Associates, Inc. - Table of Contents 1. Introduction ................................... ......................................................................................... .............................. 1.1 Authority .................................................. ..............................4 1.2 History ................................................................................................................................ .............................. — 1.3 Purpose of Stud ............................... ..............................4 1.4 Location .............................................................................................................................. .............................. 1.5 General Site Characteristics .............................................................................................. ............................... 5 1.5.1 Topography ................................................................................................................ .............................. 1.5.2 Geotechnical Information ......................................................................................... ............................... 5 — 1.6 Methodology ..................................................................................................................... ............................... 5 1.7 Results ............................................................. ................................................................... ..............................5 2. Hydrology ............................................................................................................................... .............................. _ 2.1 Method Description ........................................................................................................... ............................... 6 2.2 Model Description .............................................................................................................. .............................. — 3. Hydraulics ............................ ........................................ ............................... ............................ ..............................7 3 .1 Method Description ........................................................................................................... ............................... 7 — 3.2 Work Study Maps .............................................................................................................. ............................... 7 3.3 Parameter Estimation ......................................................................................................... ............................... 7 3.3.1 Roughness Coefficients ............................................................................................. .............................. 3.4 Cross Section Description ................................................................................................ ............................... 8 3.4.1 Duplicate Effective Model ........................................................................................ ............................... 8 3.4.2 Corrected Effective Models ...................................................................................... ............................... 8 3 .4.3 Post Project Models ................................................................................................... .............................. 3 .5 Floodway Modeling ........................................................................................................... ............................... 9 — 3.6 Final Hydraulic Analysis Results ....................................................................................... ............................... 9 4 . References ............................................................................................................................. ............................. Denton Creek / Schreiber Tract CLOMR Submittal June 2002 G:\HYDRO\PROJECTS\ 63093006 \4thSubm\Report\denton "1- ❑�❑ Kimley Ho n and Associates, Inc. Payne Family Interests Appendices Appendix A Vicinity Map Appendix B Hydrology FIS Effective Regulatory Information City -Wide Storm Water Management Study Information Appendix C Duplicate Effective Condition Hydraulics 100 -year Floodplain and Floodway Model Duplicate Effective Condition HEC -2 Output Duplicate Effective Condition Stream Profile Duplicate Effective Condition Affected Cross Sections Appendix D Duplicate Effective Condition Hydraulics Multiple Profile Model HEC -2 Output Appendix E Corrected Effective Condition Hydraulics 100 -year Floodplain and Floodway Model Revised Existing Condition HEC -2 Output Revised Existing Condition Stream Profile Revised Existing Condition Affected Cross Sections Appendix F Corrective Effective Condition Hydraulics Multiple Profile Model HEC -2 Output Appendix G Post Project Condition Hydraulics 100 -year Floodplain and Floodway Model Post Project Condition HEC -2 Output Post Project Condition Stream Profile Post Project Condition Affected Cross Sections Appendix H Post Project Condition Hydraulics Multiple Profile Model HEC -2 Output Appendix I FEMA Submittal Work Maps Corrected Effective Condition 100 -Year Floodplain/Floodway Limits Post Project Condition 100 - Year Floodplain/Floodway Limits Appendix J FEMA Information Effective FEMA FIRM Panel Corrected Effective FEMA FIRM Panel FEMA Forms Appendix K Fully Developed Hydrologic Condition Models Fully Developed 100 -Year Floodplain for Corrected Effective Condition Hydraulics Fully Developed 100 - Year Floodplain for Post Project Condition Hydraulics Appendix L Diskette — FEMA Models Denton Creek / Schreiber Tract CLOMR Submittal June 2002 G: \HYDRO \PROJECTS\ 63093006 \4thSubm\Report\denton2.doc -2- ❑�❑ Kimley -Horn Payne Family Interests and Associates, Inc. List of Tables Table 1: FEMA Existing Condition Discharge Values ................................................................... ............................... 6 Table 2: Ultimate Condition* Discharge Values ............................................................................. .............................. Table Manning's ..n„ Values ........................................................................................................ .............................. Table 4: Comparison of Water Surface Elevations for Existing Discharges ................................... ..............................9 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. Denton Creek / Schreiber Tract CLOMR Submittal June 2002 G:\HYDRO\ PROJECTS\ 63093006 \4thSubm\Report\denton2.doc -3- ❑ Kimley Hom Payne Family Interests �❑ and Associates, Inc. 1. Introduction 1.1 Authority 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 post project 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. Christopher B. Seely, 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 an effective 100 -year FEMA discharge at its confluence with the Elm Fork Trinity River of 17,800 cubic feet per second (cfs). This drainage area includes the Grapevine Lake drainage area of 695 square miles. The remaining 24 square miles of drainage area includes portions of the cities of Grapevine, Flower Mound, Lewisville, Carrollton, and Coppell. Also included is a 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 factors determined. The remaining portion of the property is designated as Zone X, which is an area outside the 100 -year floodplain, which measures seven square miles. Denton Creek / Schreiber Tract CLOMR Submittal June 2002 G:\HYDRO\PROJECTS\ 63093006 \4thSubm\Report\denton2.doc -4- ❑�❑ Kimley -Horn and Associates, Inc. Payne Family Interests The purpose of this study is to propose a plan to reclaim portions of the subject property from both the 100 -year FEMA floodplain as defined by the Flood Insurance Study (FIS) for Dallas County, the Flood Insurance Rate Map (FIRM) numbered 48113CO135J and the City of Coppell fully developed 100 -year floodplain. The analysis confirms that the planned improvements will remove the post project development from both floodplains without increasing the existing water surface elevations. 1.4 Location The site is located in the City of Coppell, Texas, in Dallas County, near the northeast comer 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 A). 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 and the effective Dallas County FIS. 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 corrected limits of flooding for the 100 -year FEMA regulatory flood event along with the post project improvements are shown in Appendix I. Denton Creek / Schreiber Tract CLOMR Submittal June 2002 G:\HYDRO\ PROJECTS \63093006\4thSubm \Report \denton2.doc -5- ❑Kimley-Horn Payne Family Interests �❑ and Associates, Inc. 2. Hydrology 2.1 Method Description The FEMA regulatory flow values were obtained from the effective FEMA FIS (August 23, 200 1) 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. The ultimate condition flows were obtained form the ultimate condition model included with the CLOMR submittal for The Mansions by the Lake Development and accepted by the City of Coppell. These flows are also consistent with the City-Wide flood study information. 2.2 Model Description The FEMA Multi- Profile and Floodway models (duplicate effective, corrected effective and post project) include the following existing discharge values within the project limits: Table 1:FEMA Existing Condition Discharge Values Storm Duplicate Corrected Post Base Flows Event Effective Effective Project Floodway 10 -Year 10,000 cfs 10,000 cfs 10,000 cfs none 50 -Year 13,800 cfs 13,800 cfs 13,800 cfs none 100 -Year 15,600 cfs 15,600 cfs 15,600 cfs 15,600 cfs 500 -year 1 36,200 cfs 36,200 cfs 36,200 cfs none The Ultimate Condition* Models (Duplicate Effective, Corrected Effective and Post Project) include the following discharge values within project limits: Table 2: Ultimate Condition* Discharge Values Storm Event Discharge Flows 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 Denton Creek / Schreiber Tract CLOMR Submittal June 2002 G:\HYDRO\PROJECTS\ 63093006 \4thSubm\Report\denton2.doc -6- _ KirnI Horn Payne Family Interests ❑�❑ and Associates, Inc. 3. Hydraulics 3.1 Method Description 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 granted by FEMA in July 1999. These models can be found in Appendix C 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 I. 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 post project grading will change roughness values. At these locations, - the Manning's "n" values have been based on "open channel hydraulics" (Chow, 1959) and engineering judgement. A summary of the Manning's "n" values used for the post project condition hydraulic analysis is shown in Table 3. Table 3: Manning's "n" Values River Station Manning's "n" Value Souree/Location Lett 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 1 .045-.055 .045 .04 -.055 Post Project 378+00 .045 -.055 .045 -.055 .04 Post Project 379 -90 .045 -.06 .045 .04 Post Project 380 +50 .045 -.06 .045 .04 Post Project 382+00 .045 -.06 .045 .045-.055 Post Project 385 +50 .045 -.06 .045 .045 -.05 Post Project 392 +90 .045 -.05 .045 .05 -.055 Post Project 394 +40 .055 -.06 .045 .055 -.06 Effective Model 394 +90 .045 -.055 .045 .045 -.055 Effective Model 395 +40 .055 .045 .05 -.055 Effective Model - Denton Creek / Schreiber Tract CLOMR Submittal June 2002 G:\HYDRO\ PROJECTS\ 63093006 \4thSubm\Report\denton2.doc -7- _ ❑ Kimley -Horn Payne Family Interests �❑ and Associates, Inc. 3.4 Cross Section Description 3.4.1 Duplicate Effective Model The existing conditions FIS models (floodplain, floodway, and ultimate condition) 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 west of 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 ". The model output is located in Appendix C and D. 3.4.2 Corrected Effective Models The Duplicate Effective Models were revised by moving the NC record before the NH record at sections 392 +90, 394 +40, 394 +90, 395 +40, and 406 +50. In addition, the ultimate condition model was revised to incorporate As -Built changes made by Dunaway Associates for the Mansions by the Lake LOMR. The ultimate condition 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. No additional modifications have been made in the area since the effective model was created. The corrected effective model will serve as the existing model. Model results for the 100 -year discharge within the project limits are summarized in Table 4. The model output is located in Appendix E and F. 3.4.3 Post Project Models The post project models are based on modifications to the corrected effective models to reflect post project 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 post project modifications. Model results are summarized in Tables 4. FEMA forms can be found in Appendix J. Denton Creek / Schreiber Tract CLOMR Submittal June 2002 G:\HYDRO\PROJECTS\ 63093006 \4thSubm\Report\denton2.doe -8- Kimley-Horn Payne Family Interests ❑ ❑ and Associates, Inc. 3.5 Floodway Modeling A floodway analysis was conducted according to FEMA criteria. The floodway was optimized to attempt to reach 1.0 -ft. over the 100 -year BFE, but no encroachments were taken within the bank stations. See Appendices E and F for the corrected effective condition and Appendices G and H for post project condition floodway modeling results. 3.6 Final Hydraulic Analysis Results As a result of the post project grading within the 100 -year floodplain, FEMA and fully developed post project Base Flood Elevations' (BFE) did not increase when compared to the corrected effective BFE's. Table 4 shows the hydraulic modeling results of the 100 year discharge for Denton Creek from cross section 369 +70 to cross section 394 +40. Table 4: Comparison of Water Surface Elevations for FEMA Regulatory Flows Denton Creek / Schreiber Tract CLOMR Submittal June 2002 G:\HYDRO\PROJECTS\ 63093006 \4thSubm\Report\denton2.doc -9- 100 -Year Water Surface Elevation feet FEMA Regulatory Flows Fully Developed Flows Stream Cross Corrected Effective Proposed Corrected Effective Proposed Section Condition Condition Condition Condition 369 +70 464.59 464.59 465.78 465.78 376 +00 465.28 465.26 466.28 466.26 378 +00 465.29 465.29 466.28 466.28 379 +90 465.35 465.34 466.33 466.33 380 +50 465.44 465.38 466.40 466.37 382 +00 465.52 465.42 466.47 466.39 385 +50 465.65 465.51 466.58 466.47 392 +90 465.96 465.75 466.82 466.67 394 +40 1 465.63 1 465.32 1 466.48 1 466.30 Denton Creek / Schreiber Tract CLOMR Submittal June 2002 G:\HYDRO\PROJECTS\ 63093006 \4thSubm\Report\denton2.doc -9- ❑ MM❑ Kim Horn � and Associates, Inc. Payne Family Interests 4. References 1. Albert H. Halff Associates, Inc. City -Wide Storm Water Management Study, Coppell, Texas, 1991. 2. Ven Te Chow, Open - Channel Hydraulics 1959 Denton Creek / Schreiber Tract CLOMR Submittal June 2002 G:\HYDRO\PROJECTS\ 63093006 \4thSubm\Report\denton2.doc -10- VICINITY MAP N.T.S. • • W N �o Ln �O �O m O\ O �o 00 O m --� --� O o O\ d' r Ln Ln r W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O o O O z Y w z (r Q } kn m o0 C r to kn ON 00 '• U F ° m 1 �6 00 O, V1 1 .6 �O 00 M M �O M M Ll1 r V1 00 Z W 00 M d v') Ln �o r r r 00 O to N N N d' d' d' d' d' d' v) kn In to � W) L V) �� r d' d• d' d' d' d• �. O ° > O w U. a z O W V z W W w U. Q> } >� `� <t O r o N d W o M �o d; d �t 00 d: r t- m It m d Q I m y 0 ° = O N to r 00 V1 O 4 In M lO o0 M m �O M d' �n vl �o r r r 00 O ^-� N N N N N v1 to 'n v� �O 1 .0 r O �t d' Nt d' d' �t d' T V . . . to vl <t d' 7 � d• V d• W W LL F- Q O Lu 0 �o t� �O cu d: oo m I'0 It d: d: 00 d• r r M d: m d: LL. a g N vi r 00 v O d' r- M 0 06 M m N �t vl D r r r oo O N N N Cl) v� � N N d' LO v 00 O ' n v7 W) IC IO r O �n kn d' <t d• � � d' d• d• d' �n kn kn Ln It d' d d' d• It d• d• a W LU } F- U W ° OJ n. 0 N r C --� N O1 00 O\ 0 0\ 0 rn N 00 vl r N �O > O (1 0O Ln Ln �O 00 r r O� �--� r vl M V1 V1 N N m --� W 4 LLJ Q LL U u W > C r F Q �W Q LL ON m 00 O\ d' Ln 'V N r m \O w �O ZO -+ �O N Ln 00 •--� -� O N m r U Ln �o •-. 00 r 00 00 O\ �o E V ❑ d• r o0 N--� d' N M M —+ �D M �D .-� O) Z O F ? .--� N N .-� .-. .--� .--� V') C m 00 r M 1n W U) J U. W N N 3 u Q W v x c' Z W a c W = F It O r m M vi O O to O d' 00 m 0 M M > F- W F W .-+ d• " Wn — m N m�o ON m It ON kn N �O r m O+ O In $ Q Z ° W m m N m m N (`l N M N 00 T M Z 0O v > a a _ O O O O O O Ln pp O O O O O O N N N N N N N 0 0 0 0 0 0 0 O N 00 �O O Ln ur a O %O d' Q\ M N" ON O d' d' d' M O N 'ct ON d' v1 N N d^ J W N N It N m O W) r F W J U z 00 O� O N M V1 r N d" � � � vl �O � O� O �D M Z W Q .-. --� N N C1 m M m m N N N N M d' W a U N w 0 _ 0 ° 3 Z o a 3 u W Z z y �G L ' ❑ O O a c' O w U � ¢caUAwwc7x��aC �Z c ¢wUAwwc7 > LL. N U) C o � a v A cL F¢m�w m • • TABLE E -11 DENTON CREEK SUMMARY OF HYDRAULIC DATA (continued) E -28 Approx. Cumulative Cumulative Flooded Q CWSEL Velocity Storage Area Section f cfs 0 Lf s� Acre -Ft Acres 31230.000 7870.00 452.20 4.08 1148.11 191.08 31230.000 22468.00 457.02 7.02 2024.24 320.64 32150.000 7870.00 452.58 6.06 1182.25 194.64 32150.000 22468.00 457.64 11.63 2084.50 330.56 32200.000 7870.00 452.39 8.38 1183.55 194.77 32200.000 22468.00 457.31 14.08 2086.70 330.83 32230.000 7870.00 452.48 8.28 1184.66 194.90 32230.000 22468.00 457.86 13.35 2088.63 331.02 32305.000 7870.00 452.15 14.23 1185.63 195.04 32305.000 22468.00 458.20 16.07 2090.78 331.30 32725.000 7870.00 456.94 4.50 1200.21 198.32 32725.000 22468.00 463.25 3.83 2141.30 339.88 33145.000 5645.00 457.47 2.42 1222.79 202.36 33145.000 16681.00 463.50 3.20 2203.27 349.59 33470.000 5645.00 457.61 3.16 1238.16 204.58 33470.000 16681.00 463.71 3.43 2245.48 356.51 34260.000 5645.00 458.06 2.18 1277.89 210.43 34260.000 16681.00 464.11 2.90 2343.93 370.03 34850.000 5645.00 458.30 4.92 1303.22 213.92 34850.000 16681.00 464.38 6.21 2408.50 380.86 34950.000 5645.00 458.43 4.86 1305.87 214.19 34950.000 16681.00 464.60 6.00 2417.65 382.98 D 36970.000 5645.00 460.80 5.30 1357.71 219.91 36970.000 16681.00 467.33 5.83 2618.39 431.74 38200.000 5645.00 461.78 2.44 1409.14 229.55 38200.000 16681.00 468.11 2.48 2799.28 464.08 39290.000 5645.00 462.09 2.84 1481.79 246.05 39290.000 16681.00 468.31 2.98 3025.44 493.82 39440.000 5645.00 461.99 4.81 1490.73 248.14 39440.000 16681.00 468.16 6.05 3058.04 498.94 E -28 - TABLE E-11 DENTON CREEK SUMMARY OF HYDRAULIC DATA (continued) - Approx Cumulative Cumulative Flooded _ Q CWSEL Velocity Storage Area Section (cam M 0 ksl Acre -Ft Acres 39490.000 5645.00 462.26 3.07 1492.46 248.32 - 39490.000 16681.00 468.37 4.20 3063.44 499.82 39540.000 5645.00 462.15 4.74 1494.19 248.49 - 39540.000 16681.00 468.34 5.65 3068.93 500.71 40650.000 5645.00 463.12 5.00 1524.27 251.26 40650.000 16681.00 469.17 6.28 3185.54 523.14 48000.000 2994.00 466.91 2.44 1746.83 288.73 48000.000 10837.00 471.98 2.81 3914.24 646.66 51350.000 3166.00 467.49 2.09 1874.47 315.25 51350.000 11721.00 472.99 3.00 4441.60 746.79 53350.000 3166.00 467.76 1.97 1949.20 321.54 53350.000 11721.00 473.72 4.35 4629.28 784.00 - 55590.000 2700.00 468.12 3.22 2016.22 327.99 55590.000 12101.00 474.80 6.76 4798.41 824.79 - 56940.000 2700.00 468.69 2.96 2044.24 330.75 56940.000 12101.00 476.27 5.57 4897.19 850.87 E -29 Duplicate Effective Floodway /Floodplain 1 ,} af,fffff.«. ,ff..f.lf,.r,.f.ff,f,,..ffff.f. + HEC -2 WATER SURFACE PROFILES ' • Version 4.6.2; May 1991 ' ' RUN DATE 19JIJNO2 TIME 10:30:57 + ,,, af„ fiff# Y ff,,,1f11fff1ffififl•1ff111111f • U.S. ARMY CORPS OF ENGINEERS ' HYDROLOGIC ENGINEERING CENTER ' ' 609 SECOND STREET, SUITE D ' DAVIS, CALIFORNIA 95616 -4687 ' (916) 756 -1104 ' 1•fflfffYYf,ki „} }R }11f iR1f lff Yf if lffYf X X xxxxxxx xxxxx XXXXX X X X x x x x X X x x x XYYYYYY XXXX X XXXXX XXXXX X X X X - DAI /RES 12/98, X X X x X X X X X XXXXXXX XX%%X XXXXXXX 1 19JUNO2 10:30:57 PAGE 1 THIS RUN EXECUTED 19JUNO2 10:30:57 u Rrrf «r „,aa HEC -2 WATER „afarrrrrff lff,ff•R„ SURFACE PROFILES Version 4.6.2; May 1991 T1 DENTON CREEK - MANSIONS BY LAKE AS -BUILT - DAI /RES 12/98, MBJ /HMS 6/99 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE PIS W/ FLOODWAY T3 DENTON CREEK, TEXAS FILE: "ASBLTFW2.IH2" J1 ICHECR INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 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 34850 MODEL DEVELOPED FROM FIE 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 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 OR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 GR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 GR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 OR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 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 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 OR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 GR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 1 19JUNO2 10:30:57 GR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 457.8 GR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 457.1 GR 457.1 3540 456 3555 456 3590 459.6 3600 457.7 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 NH 5200 NOTE: GR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY -DAVIS PIS UPDATE CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AHHA. 900 1400 1900 2400 2670 3100 3620 4100 4600 900 1400 1900 2400 2710 PAGE 2 3230 3515 4360 055 ET 2619. 5200. 2.1 7.1 2619.58 3200. X1 26830 42 2619.58 3100 1030 960 1010 OR 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 _ OR 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 OR 455.9 2500 457.6 2600 457.35 2619.58 436.74 2702 436.74 2738 OR 456.91 2818.65 457.8 2900 451.6 3000 448.7 3005 436.3 3027 OR 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 THEO 313+35 FROM PROPOSED GRADING PLAN FOR THE COPPELL _ COMMUNITY PARK. ANNA. NOTE: SECTIONS 268+80 THROUGH 313 +35 R.O.B. FLOODWAY SET AT 100 YEAR CWSEL END STATION BEGIN PROPOSED PARK IMPROVEMENTS MH 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 OR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 OR 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 OR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1809.0 453.8 2084.0 OR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 - OR 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 OR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 1137.0 - OR 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 1608.0 448.5 1909.0 OR 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 1 - 19.NNO2 10:30:57 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 OR 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 OR 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 OR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION PIS SECTION 280+80 VALUE LOWERED FOR PROPOSED CONDS. THRU LAKE EXPANSION AREA NH 8 .05 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 MR 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 OR 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 OR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 OR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 OR 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 OR 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 OR 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 OR 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 1 19JUNO2 10:30:57 PAGE 4 OR 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 OT 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 OR 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 OR 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 MH 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 OR 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 Xi 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 1 19JUNO2 10:30:57 PAGE 5 GR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 NH 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 ET 7.1 1168.0 2590.89 X1 29651 48.0 1168.0 1615.0 600 404 527 GR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 GR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 GR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 GR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 OR 455.0 1625.0 450.0 1670.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 GR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 GR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 GR 457.0 2558.0 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 OR 459.0 2604.0 459.0 2772.0 460.0 2777.0 NH 10 .05 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 NN 1654.0 .040 1770.0 .035 2090.0 .045 2396.0 .075 2414.0 .045 NM 2771.0 ET 7.1 1147.0 2421.32 X1 29831 47 1147.0 1570.0 171 197 180 OR 462.0 1147.0 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 GR 438.14 1296.0 450.0 1343.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 GR 460.0 1421.0 459.0 1444.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 GR 439.3 1518.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 GR 459.8 1586.0 455.0 1607.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 GR 449.0 1735.0 447.9 1770.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 GR 457.0 2139.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 _ OR 458.0 2388.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 GR 459.0 2434.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 GR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION PIS SECTION 305.70 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 ET 7.1 1128.0 2140.64 X1 30027 34 1128.0 1525.0 148 299 196 GR 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 OR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 _ GR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 GR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 GR 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 GR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 GR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 - NH 9 .05 1095.0 .04 1225.0 .065 1320.0 .04 1377.0 .07 NH 1668.0 .045 1694.0 .07 1951.0 .045 1977.0 .07 2150.0 ET 7.1 1045.0 1994.78 1 19JUNO2 10:30:57 PAGE 6 ' X1 30384 46.0 1045.0 1447.0 371 410 357 GR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.14 1142.0 GR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 OR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 GR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 - OR 460.0 1504.0 460.0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 OR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 GR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 GR 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 GR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 GR 460.0 2150.0 - APPROXIMATE LOCATION PIS SECTION 312.30 NH 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 NH 1469 .045 1496 .07 1601 .040 1831 .045 1895 0.07 NH 2395 ET 7.1 1014 2149.69 ` X1 30604 49 1014 1350 269 319 220 GR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 GR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 GR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 GR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 GR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 GR 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 GR 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 GR 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 GR 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 OR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 MR 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 NH 2157 .0450 2173 .0700 2504.0 ET 7.1 1048.0 2300.64 X1 30958 33 1048.0 1285.0 303 302 354 GR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 43B.55 1134.0 GR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 GR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 GR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 GR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 GR 457.0 2232.0 459.0 2380.0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 NH 2103.0 .0450 2124.0 .0700 2193.0 ET 7.1 1037.0 2171.32 X1 31335 32 1037.0 1204.0 377 344 377 GR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 OR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 GR 460.0 2180.0 461.0 2193.0 END ARH CROSS SECTION 1 19JUNO2 10:30:57 PAGE 7 CONTRACTION AND EXPANSION COEPPICIENTS 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 OR 470 1000 461 1600 461 1800 458 2000 459 2100 OR 457 2200 457 2220 459 2320 456.5 2620 455 2640 OR 457 2650 456.5 2680 459 2900 459 3100 460 3200 OR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 OR 437 3475 437 3489 447 3505 460 3525 461.5 3650 OR 458 3920 459 3980 458 4240 456 4280 456 4350 OR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720 OR 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 NR 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 OR 472. 900. 467. 1310. 462. 1700. 460.5 2000. 461.5 2200. OR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430. 459.5 2520. OR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000. 462. 3280. OR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425. 446.5 3432. OR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455. 435. 3475. OR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498. 450.0 3505. OR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600. 464. 3740. OR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. 465.4 4340. OR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366. OR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397. OR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411. 466.8 4434. OR 465.7 4534. 465.1 4634. 464. 4734. 463.2 4834. 463.5 4934. OR 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. 340D. 3525. 1. 1. 1. OR 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100. OR 457. 2200. 457. 2220. 459. 2320. 456.5 2620. 455. 2640. OR 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200. OR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. OR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525. OR 461.5 3650. 458. 3920. 459. 3980. 458. 4240. 456. 4280. OR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400. 458. 4520. 1 19JVNO2 10:30:57 PAGE 8 OR 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800. OR 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. OR 470. 50. 470. 50. 470. 50. 470. 50. 470, 50. OR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. OR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. OR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. OR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. OR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263. OR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180. OR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. OR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. OR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. OR 464. 3940. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NN 3840. 0.050 3960. XT 0. 0.0 0.0 0.0 7.1 1634. 3632. X1 32725. 53. 1940. 2150. 380. 520. 420. OR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. O.D OR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285. OR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. OR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. OR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. OR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885. OR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. OR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. OR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. OR 464. 3875. 465. 3890. 470. 3960. QT B. 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. OR 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. OR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 142D.6 OR 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. OR 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. OR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. OR 462. 3510. 470. 3560. 1 19JUNO2 10:30:57 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. OR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 OR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. OR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. OR 445. 1432, 440. 1460. 439. 1465. 439.5 1475. 439. 1485. OR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. OR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1628. OR 456.2 1650. 454. 1670. 454. 1745. 456.2 1765. 458. 1785. OR 460. 1815. 460. 1965. 458. 2005. 458. 2065. 460. 2100. OR 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. OR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 OR 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. OR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. OR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. OR 461. 1620. 461. 1825. 462. 1830. 466. 1845. NH S. 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. %1 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. OR 462.0 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. OR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. OR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1470. OR 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. Xi 34950. 28. 1310. 1520. 110. 90. 100. OR 470. -380. 465. -380. 464. -260. 463. -240. 463. -70. OR 463.48 0. 463. 62. 462. 190. 461. 355. 461. 1005. OR 462. 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. OR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. OR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. OR 464. 1520. 466. 1560. 467. 1575. 1 19JUNO2 10:30:57 PAGE 10 ET 0. 0.0 0.0 0.0 7.1 2700 3400 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 LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES /DAI 12/98 X1 35700 30 3106 3233 750 750 750 OR 470.00 1000 468.00 1250 465.60 1370 463.20 1754 462.20 1940 OR 463.10 2057 462.00 2127 460.40 2331 460.40 2471 462.00 2524 OR 462.00 2962 460.00 3106 458.00 3127 450.00 3153 444.00 3158 OR 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 OR 467.20 3549 468.00 3678 469.00 3815 470.00 3957 472.00 4220 ET 0. 0.0 0.0 0.0 7.1 2825 3525 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 OR RECORDS MODIFIED TO SNOW SKIS. 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 OR 472.00 1000 470.00 1000 468.00 1150 467.30 1500 467.00 2100 OR 464.00 2140 464.80 2260 462.00 2460 460.70 2500 460.70 2600 OR 464.70 2720 464.00 2903 462.00 2965 460.00 2993 458.00 3028 OR 450.00 3051 444.00 3055 439.80 3086 444.00 3116 450.00 3123 OR 460.00 3138 462.00 3150 462.00 3170 448.00 3250 448.00 3470 OR 463.00 3495 463.00 3505 468.00 3550 472.00 3550 QT B. 15600. 15600. 15600. 15600. 15600. 15600. 15600. 15600. ET 0. 0.0 0.0 0.0 7.1 2900. 3835. NC .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. 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. OR 483. 1000. 477.5 1050. 475. 1200. 475. 1430. 470. 2330. .�. GR 466. 2530. 462. 2620. 462. 2750. 463.5 2800. 462. 2850. OR 465. 2900. 458. 2930. 453.5 2930. 444. 2930. 440. 2937. OR 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. OR 463.0 3645. 460. 3658. 457. 3690. 457. 3730. 460. 3765. OR 463.0 3790 465. 3815. 468.5 3835. 469. 3960. 469, 3990. GR 473, 4070. ET 7.1 1780 2710 NH 4. .055 200D. .045 2160. .055 2400. .040 2730 SECTION ADDED FROM TORO. RES 3/8/97 X1 37600. 22. 2000. 2160. 570. 350. 630. -- GR 471. 650. 470. 1220. 468. 1460. 466. 1540. 464. 1570. GR 462. 1720. 461.5 1900. 461. 1950, 460. 2000. 445. 2065. OR 440. 2105. 445. 2120. 460. 216D. 460. 2400 460 2400 GR 461 2570. 462 2610 461 2650 458 2680 452 2700 GR 452 2730. 470 2730 1 -' 19JUNO2 10:30:57 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 Xi 37800 25 2020. 2185. 50. 100. 200. OR 470. 1100. 468 1350 466 1400 464 1450 462 1600 OR 462. 1720. 461.5 1800 462 1850 463 1900 462 2020 OR 450. 2055 445. 2077 440 2100 445 2125 450 2135 _ OR 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 5. .05 1540. .06 2100. .045 226D. .040 2320 .040 NH 2570 SECTION ADDED FROM TOPO, AS -BLT SURVEY. RES 12/98 K1 37990. 36. 2100. 2260. 210 280 190 OR 473.2 1000. 472. 1250. 470. 1360. 468. 1400, 468. 1450. GR 468. 1540. 464. 1560. 466. 1600. 464. 1650. 462. 1670. OR 462. 1900. 464. 2000. 466. 2050. 467. 2100. 466. 2110. OR 464. 2120. 462. 2125. 460. 2130. 450. 2160. 444. 2170. _ OR 441. 2200. 444. 2208- 450. 2220. 460. 2250. 462. 2260. OR 462. 2260. 462. 2320. 459. 2345. 457. 2370. 451. 2390. GR 451. 2455. 458. 2475. 460. 2475. 463. 2525. 464. 2570. OR 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 3/8197 X1 38050. 36. 210D. 2260. 60 60 60 OR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. OR 468. 1540. 464. 1560. 466. 1600. 464. 1650. 462. 1670. OR 462. 1900. 464. 2000. 466. 2050. 467. 2100. 466. 2110. OR 464. 2120. 462. 2125. 460. 2130. 450. 2160. 444. 2170. OR 441. 2200. 444. 2208. 450. 2220. 460. 2250. 462. 2260. OR 462. 2260. 462. 2320. 459. 2345. 457. 2365. 451. 2385. OR 451. 2480. 457. 2505. 459. 2540. 463. 2575. 464. 2595. OR 473. 2595. ET 7.1 1751. 2600. NH 5. .05 1540. .06 2100. .045 2270. .055 2295. .045 NH 2640. X1 38200. 40. 210D. 2270. 150. 150, 150. OR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. OR 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. OR 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. OR 451. 2570. 457. 2588. 459. 2605. 464. 2640. 473. 2640. 1 19JUNO2 10:30:57 PAGE 12 ET 7.1 1810 2610 NH 6. .06 1900 .05 2040 .06 2100 .045 2225 .05 NH 2300 .045 2620 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38550. 32 2100 2225 340 330 350 OR 473.2 1340 470 1340 466 1490 466 1600 468 1640 OR 462 1700 461 1850 460.8 1900 462 1960 464 2000 GR 466 2040 466 2100 464 2110 462 2130 460 2140 OR 444 2175 441.2 2190 444 2205 460 2225 461.2 2300 GR 457 2355 457 2450 460 2480 457 2505 451 2525 GR 451 2555 457 2575 459 2595 462 2610 462 2610 _ OR 463 2620 473 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH S. .05 1275. .055 1540. .045 1675. .055 2175. .05 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. 466. 1200. OR 464. 1275. 462. 1320. 460.3 1345. 462. 1400. 464. 1450. GR 464. 1525. 462. 1540. 460. 1550. 450. 1560. 445. 1565. GR 441.88 1580. 445. 1600. 450. 1615. 460. 1675. 460. 1710. GR 458. 1750. 458. 1950. 460. 2000. 462. 2150. 464. 2175. GR 466. 2180. 468. 2190. 470. 2200. 472. 2240. 474. 2310, NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 6. O.O60 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 0. 3921 4514 2.1 7.1 3921. 4514. X1 39440. 34. 4040. 4150. 150. 280. 150. OR 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. OR 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. OR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. NC RECORD AND INEFFECTIVE FLAW (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 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 OR 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 OR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 OR 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 OR 495 5940 499 6120 500 6200 1 19=02 10:30:57 PAGE 13 QT 8 15400 15406 15400 15400 15400 15400 15400 15400 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 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 OR 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 OR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. EMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 MH 4 .055 1420 .045 1500 .055 1780 .035 2010 ET 7.1 1280 1680 X1 39940 24 1420 1500 400 400 400 OR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 OR 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 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 $120 471 5170 OR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT B 9800 9800 9800 9800 9800 9800 9800 9800 MH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 ET 7.1 1739 3039 XI 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 OR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 OR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 OR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 OR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 1 19JUNO2 10:30:57 PAGE 14 OR 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 4515 .058 - NH 4585 .06 5420 ET 7.1 3915 4515 X1 51350 30 4160 4515 3600 3700 3350 OR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 OR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 OR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 OR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 OR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 OR 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 OR 510 1000 498 1200 492 1300 479 1850 476 1900 OR 474 2100 472.5 2500 474 2750 472 3400 467 3450 OR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 OR 475 5170 470 5300 473 5360 472 5470 456 5570 _ OR 450 5580 448 5590 450 5600 450 5620 451 5630 OR 460 5650 467 5670 473 5700 472 5900 473 6000 OR 478 6100 481.4 6120 490 6170 510 6230 HE 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 ET 7.1 3590 4340 XI 55590 23 4250 4340 2000 2200 2240 OR 501.5 1000 493 1100 487 1300 484 1500 486 1550 OR 489 1900 480 2000 475 2500 475 2600 471 3000 DR. 472 3600 472 3900 473 4000 476 4240 470 4250 - OR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 OR 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 OR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 OR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 OR 472 3300 475 3640 475 3760 473.4 3850 469 3890 OR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 OR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 -.. DR. 452 4370 467 4400 474 4415 473 4440 473.8 4445 DR. 476 4630 500 4760 502 4800 1 19JUNO2 10:30:57 - PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH MOB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORM TOPWID ENDST - •SECNO 34850.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42 3495 OVEREANK AREA ASSUMED NON- EPPECTIVE, ELLEA= 464.30 ELREA= 464.00 34850.000 23.26 462.56 .00 .00 463.68 1.12 .70 .29 464.30 14900.0 .0 14900.0 .0 .0 1752.7 .0 1171.1 190.0 464.00 - .70 .00 8.50 .00 .000 .045 .000 .000 439.30 1321.30 .003407 520. 590. 640. 2 0 0 .00 176.52 1497.82 1490 NH CARD USED -SECNO 34950.000 3265 DIVIDED PLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 1.59 34950.000 24.35 463.65 .00 .00 463.97 .32 .21 .08 464.30 14900.0 4532.3 10367.7 .0 2672.0 1952.6 .0 1178.7 192.4 464.00 - .71 1.70 5.31 .00 .054 .045 .000 .000 439.30 - 252.96 .001354 110. 100. 90. 3 0 0 .00 1702.77 1515.16 1490 NH CARD USED -SECNO 35700.000 3302 WARNING: CONVE 35700.000 24.89 14900.0 4424.7 .76 1.20 .000606 750. !ANCE CHANGE OUTSIDE OF ACCEPT, 464.39 .00 .00 9735.3 739.9 3678.1 4.83 1.37 .059 750. 750. 2 OLE RANGE, KRATIO = 1.49 464.63 .24 .65 .01 460.00 2015.2 541.5 1272.2 223.1 460.00 .045 .055 .000 439.50 1563.11 0 0 .00 1863.15 3426.26 1 19JUNO2 10:30:57 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL %NCH XNR WTN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED • SECNO 36250.000 3265 DIVIDED PLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.52 36250.000 24.89 464.69 .00 .00 464.75 .07 .11 .02 458.00 14900.0 787.0 3808.7 10304.3 1538.1 2074.1 4706.5 1361.7 242.7 462.00 .84 .51 1.84 2.19 .057 .045 .040 .000 439.80 2130.80 .000095 530. 550. 530. 2 0 0 .00 1362.09 3520.21 CCHV= .100 CEHV= .300 1490 NH CARD USED -SECNO 36970.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .26 36970.000 24.59 464.59 .00 .00 465.03 .44 .16 .11 465.00 15600.0 1035.3 10544.7 4020.0 653.1 1670.4 1730.0 1452.0 261.1 462.00 .88 1.59 6.31 2.32 .060 .041 .060 .000 440.00 2561.66 .001527 600. 720. 600. 2 0 0 .00 1239.73 3809.91 1490 NH CARD USED - SECNO 37600.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.39 37600.000 25.24 465.24 .00 .00 465.35 .12 .29 .03 460.00 15600.0 1410.7 8737.2 5452.2 1410.2 2587.7 3134.3 1515.9 273.8 460.00 .93 1.00 3.38 1.74 .055 .045 .045 .000 440.00 1551.47 .000267 570. 630. 350. 2 0 0 .00 1178.53 2730.00 1490 NH CARD USED -SECNO 37800.000 1 19JUNO2 10:30:57 PAGE 17 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L- BANK ELEV Q GLOB QCH QROB ALOB ACH MOB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 37800.000 25.27 465.27 .00 .00 465.39 .12 .04 .00 462.00 15600.0 1550.9 7344.8 6704.3 1681.5 2499.5 2228.0 1535.5 276.1 460.00 .95 .92 2.94 3.01 .055 .050 .040 .000 440.00 1418.25 .000276 50. 200. 100. 2 0 0 .00 1036.75 2455.00 1490 MR CARD USED - SECNO 37990.000 3265 DIVIDED FLOW 37990.000 24.31 465.31 .00 .00 465.49 .18 .08 .02 467.00 15600.0 1120.6 7217.6 7261.8 1102.3 1968.5 2145.7 1566.0 281.2 462.00 .97 1.02 3.67 3.38 .060 .045 .040 .000 441.00 1553.46 .000415 210. 190. 280. 2 0 0 .00 904.69 2570.00 1490 NH CARD USED *SECNO 38050.000 3265 DIVIDED PLOW 38050.000 24.38 465.38 .00 .00 465.51 .14 .02 .00 467.00 15600.0 979.0 6102.4 8518.6 1133.1 1978.5 2798.9 1573.7 282.4 462.00 .97 .86 3.08 3.04 .060 .045 .040 .000 441.00 1553.11 .000292 60. 60. 60. 2 0 0 .00 935.18 2595.00 1490 NH CARD USED - SECNO 38200.000 3265 DIVIDED PLOW 38200.000 24.43 465.43 .00 .00 465.57 .14 .05 .00 467.40 15600.0 1787.0 6680.7 7132.3 1539.2 1877.9 2541.2 1594.1 285.8 462.00 .99 1.16 3.56 2.81 .060 .045 .045 .000 441.00 1578.55 .000423 150. 150. 150. 0 0 0 .00 1004.33 2640.00 1490 NH CARD USED • SECNO 38550.000 1 - 19JUNO2 10:30:57 PAGE 18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL KNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED PLOW 38550.000 24.38 465.58 .00 .00 465.71 .13 .14 .00 466.00 15600.0 1687.0 5293.1 8619.9 1288.8 1539.8 3093.3 1640.2 293.1 460.00 1.02 1.31 3.44 2.79 .057 .045 .045 .000 441.20 1664.21 .000413 340. 350. 330. 2 0 0 .00 885.27 2620.00 1490 NH CARD USED CCHV= -300 CEHV= .500 - SECNO 39290.000 3470 ENCROACHMENT STATIONS- 1360.0 2064.0 TYPE= 1 TARGET= 704.000 39290.000 24.03 465.91 .00 .00 466.10 .19 .36 .03 464.00 15600.0 618.7 8476.6 6504.8 470.2 2011.4 2762.5 1736.3 306.3 460.00 1.08 1.32 4.21 2.35 .055 .045 .055 .000 441.88 1360.00 .000551 600. 740. 800. 2 0 0 .00 704.00 2064.00 1490 NH CARD USED CCHV= .300 CEHV= .500 - SECNO 39440.000 3265 DIVIDED PLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .47 3470 ENCROACHMENT STATIONS. 3921.0 4514.0 TYPE= 1 TARGET= 593.000 39440.000 23.60 465.60 .00 .00 466.78 1.19 .18 .50 464.00 15600.0 341.4 14281.3 977.2 170.1 1565.7 458.3 1753.9 309.2 462.50 1.09 2.01 9.12 2.13 .055 .045 .055 .000 442.00 3921.00 .002453 150. 150. 280. 2 0 0 .00 443.19 4514.00 1490 HE CARD USED CCHV- .300 CEHV= .500 1 19JUNO2 10:30:57 PAGE 19 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -HANK ELEV TIME VLOB VCH VROB KNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECNO 39490.000 3265 DIVIDED PLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.54 3470 ENCROACHMENT STATIONS= 3880.0 4505.0 TYPE= 1 TARGET. 625.000 39490.000 24.71 466.71 .00 .00 467.10 .39 .08 .24 467.50 15600.0 828.1 14771.9 .0 441.9 2877.6 .0 1757.0 309.7 468.50 1.09 1.87 5.13 .00 .055 .045 .000 .000 442.00 3880.00 .001028 50. 50. 50. 3 0 0 .00 403.95 4294.17 1490 WE CARD USED CCHV= .300 CEHV= .500 - SECNO 39540.000 3265 DIVIDED PLOW 3470 ENCROACHMENT STATIONS= 3900.0 4600.0 TYPE. 1 TARGET- 700.000 39540.000 24.59 466.59 .00 .00 467.34 .75 .06 .18 464.00 15400.0 723.2 12685.1 1991.7 343.0 1675.3 962.5 1760.7 310.2 462.50 1.09 2.11 7.57 2.07 .055 .045 .055 .000 442.00 3900.00 .001545 50. 50. 50. 2 0 0 .00 603.34 4600.00 CCHV- .300 CEHV= .500 1490 WE CARD USED - SECNO 39940.000 39940.000 25.24 467.24 .00 .00 467.92 .68 .56 .02 460.00 15400.0 1757.7 11337.3 2305.1 838.1 1499.2 912.5 1789.3 315.9 458.00 1.11 2.10 7.56 2.53 .055 -045 .055 .000 442.00 1143.80 .001259 400. 400. 400. 2 0 0 .00 617.80 1761.60 1490 NH CARD USED 1 19JVNO2 10:70:57 PAGE 20 SECNO DEPTH CWSEL CRIWS WSELE EG HV HL OLOSS L -BANK ELEV Q QLOB QCH OROS ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XHL %NCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH KLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CERV= .300 -SECNO 40650.000 40650.000 28.30 468.30 .00 .00 468.54 .24 .58 .04 464.80 10200.0 1266.7 7022.0 1911.3 1043.7 1517.7 1174.8 1844.7 327.8 457.80 1.16 1.21 4.63 1.63 .055 .045 .055 .000 440.00 4317.01 �,. .000528 1000. 700. 400. 2 0 0 .00 830.52 5147.52 1490 NH CARD USED - SECNO 48000.000 3265 DIVIDED FLOW 48000.000 25.17 470.77 .00 .00 470.86 .08 2.30 .02 457.00 9800.0 3540.7 4193.6 2065.8 2805.7 1268.1 2267.9 2446.2 452.0 466.50 1.98 1.26 3.31 .91 .055 .045 .060 .000 445.60 1636.02 .000283 5700. 7350. 2900. 3 0 0 .00 1546.92 3198.96 1490 NH CARD USED - SECNO 51350.000 51350.000 25.53 472.03 .00 .00 472.11 .08 1.25 .00 470.30 9400.0 2865.6 6529.9 4.5 2523.6 2503.2 8.6 2908.1 575.1 470.20 2.43 1.14 2.61 .52 .055 .045 .058 .000 446.50 3082.98 .000483 3600. 3350. 3700. 2 0 0 .00 1441.45 4524.44 1490 NH CARD USED -SECNO 53350.000 3265 DIVIDED PLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.50 53350.000 24.59 472.59 .00 .00 472.71 .11 .58 .01 456.00 9400.0 3204.5 6129.2 66.2 3366.2 1864.2 130.7 3122.7 646.4 467.00 2.64 .95 3.29 .51 .050 .045 .058 .000 448.00 2475.48 .000215 1650. 2000. 1750. 2 0 0 .00 2214.86 5959.19 1490 NH CARD USED 1 19JUNO2 10:30:57 PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L- BANK ELEV Q QLOB QCH QROB ALOE ACE ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL MCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR IVPWID ENDST - SECNO 55590.000 3265 DIVIDED PLOW 3302 WARNING: CONVE'. 55590.000 20.86 9400.0 1887.8 2.76 1.06 .001056 2000. 1490 NH CARD USED • SECNO 56940.000 3265 DIVIDED PLOW 56940.000 25.51 9400.0 2741.9 2.86 1.35 .000666 1250. 'ANCE CHANGE OUTSIDE OF ACCEPTI 473.26 .00 .00 7490.6 21.5 1783.3 5.80 .55 .060 2240. 2200. 2 474.51 .00 .00 6630.4 27.7 2037.3 5.05 .53 .053 1350. 1250. 2 1BLE RANGE, KRATIO 473.69 .42 1290.9 39.5 .045 .060 0 0 474.79 .29 1311.8 52.0 .045 .058 0 0 .45 .89 .09 470.00 3326.4 730.9 472.00 .000 452.40 2773.45 .00 1416.05 4441.0E 1.10 .01 462.00 3422.8 772.6 474.0( .000 449.00 2329.25 .00 1475.72 4504.6'. 1 19JUNO2 10:30:57 PAGE 22 T1 DENTON CREEK - MANSIONS BY LAKE AS -BUILT DAI /RES 12/98 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE PIS W/ PLOODWAY T3 DENTON CREEK, TEXAS PILE: "ASBLT- FW.IH2= J1 ICHECK INQ NINV IDIR STRT METRIC BVINS Q WSEL PQ 0 6 0 0 0 0 0 0 454.11 J2 NPROP IPLOT PRFVS XSECV XSECH PH ALL DC IBW CHNIM ITRACE is 0 -1 • SECNO 34850.000 3301 KV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 3470 ENCROACHMENT STATIONS= 660.0 1500.0 TYPE= 1 TARGET= 840.000 3495 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLEA= 464.30 ELREA= 100000.00 34850.000 23.73 463.03 .00 462.56 464.06 1.02 .81 .26 464.30 14900.0 .0 14900.0 .0 .0 1837.6 .0 1191.7 172.5 100000.00 .72 .00 8.11 .00 .000 .045 .000 .000 439.30 1318.23 .003027 520. 590. 640. 2 0 0 .00 181.77 1500.00 1490 NH CARD USED - SECNO 34950.000 3265 DIVIDED PLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 660.0 1520.0 TYPE- 1 TARGET= 860.000 34950.000 24.55 463.85 .00 463.65 464.34 .49 .23 .05 464.30 14900.0 2706.5 12193.5 .0 1316.2 1994.1 .0 1197.8 173.7 100000.00 .72 2.06 6.11 .00 .056 .045 .000 .000 439.30 660.00 .001792 110. 100. 90. 3 0 0 .00 806.21 1517.97 1 19JUND2 10:30:57 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH 1490 NH CARD USED • SECNO 35700.000 3302 WARNING: CONVEYANCE CHAN 3470 ENCROACHMENT STATIONS - 35700.000 25.31 464.81 14900.0 1995.4 11890.4 .76 1.55 5.75 .000829 750. 750. PAGE 23 CRIWS WSELK EG IIV HL OLOSS L -BANK ELEV GROB ALOE ACE MOB VOL TWA R- BANK ELEV VROB XNL XNCH XNR WTN ELMIN SETA XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST IS OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 2700.0 3400.0 TYPE= I TARGET= 700.000 .00 464.39 465.23 .42 .88 .01 460.00 1014.1 1286.2 2068.6 574.4 1260.1 186.7 460.00 1.77 .060 .045 .055 .000 439.50 2700.00 750. 2 0 0 .00 700.00 3400.00 1490 WE CARD USED = SECNO 36250.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ERATIO - 3.06 3470 ENCROACHMENT STATIONS= 2825.0 3525.0 TYPE= 1 TARGET= 700.000 36250.000 25.51 465.31 .00 464.69 465.37 .07 .11 .04 458.00 14900.0 330.8 3933.6 10635.6 574.6 2161.6 4924.1 1331.6 195.2 462.00 .84 .58 1.82 2.16 .060 .045 .040 .000 439.80 2825.00 .000089 530. 550. 530. 2 0 0 .00 700.00 3525.00 CCHV. .100 CEHV= .300 1490 NH CARD USED -SECNO 36970.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .27 3470 ENCROACHMENT STATIONS= 2900.0 3835.0 TYPE- 1 TARGET= 935.000 36970.000 25.22 465.22 .00 464.59 465.62 .41 .15 .10 465.00 15600.0 .0 10628.4 4971.6 .0 1770.5 2202.8 1417.1 206.8 462.00 .88 .00 6.00 2.26 .000 .041 .060 .000 440.00 2900.00 .001304 600. 720. 600. 2 0 0 .00 916.26 3816.26 1490 NH CARD USED - SECNO 37600.000 1 19JUNO2 10:30:57 SECNO DEPTH CWSEL CRIWS WSELE EG HV HL GLOSS L -BANE ELEV Q QLOB QCH QROB ALOE ACE AROB VOL TWA R -BANE ELEV TIME VLOB VCH VROB XNL %NCH %NR WTN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.25 _ 3470 ENCROACHMENT STATIONS= 1780.0 2710.0 TYPE= 1 TARGET= 930.000 37600.000 25.80 465.80 .00 465.24 465.92 .12 .26 .03 460.00 15600.0 1159.6 9066.7 5373.6 987.7 2677.5 3178.1 1477.3 215.8 460.00 .93 1.17 3.39 1.69 .055 .045 .045 .000 440.00 1780.00 .000257 570. 630. 350. 2 0 0 .00 930.00 2710.00 1490 WE CARD USED -SECNO 37800.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS= 1630.0 2430.0 TYPE. 1 TARGET= 800.000 37800.000 25.84 465.84 .00 465.27 465.95 .12 .04 .00 462.00 15600.0 1450.8 7320.7 6828.5 1443.8 2593.0 2335.1 1497.2 217.8 460.00 .95 1.00 2.82 2.92 .055 .050 .040 .000 440.00 1630.00 .000243 50. 200. 100. 2 0 0 .00 800.00 2430.00 -- 1490 HE CARD USED -SECNO 37990.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1700.0 2520.0 TYPE= 1 TARGET- 820.000 37990.000 24.87 465.67 .00 465.31 466.04 .17 .07 .01 467.00 15600.0 1176.6 7112.4 7311.0 1104.8 2051.6 2196.0 1528.0 221.9 462.00 .97 1.07 3.47 3.33 .060 .045 .040 .000 441.00 1700.00 .000360 210. 190. 280. 2 0 0 .00 756.10 2520.00 1490 NH CARD USED -SECNO 38050.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1700.0 2530.0 TYPE= 1 TARGET= 830.000 38050.000 24.92 465.92 .00 465.38 466.06 .14 .02 .00 467.00 15600.0 1046.4 6203.8 8349.8 1122.6 2059.2 2688.5 1535.7 222.9 462.00 .97 .93 3.01 3.11 .060 .045 .040 .000 441.00 1700.00 .000271 60. 60. 60. 2 0 0 .00 767.65 2530.00 1 19JUNO2 10:30:57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANE ELEV Q OWE QCH ONCE ALOE ACE ARCS VOL TWA R - BANK ELEV PAGE 24 PAGE 25 TIME VLOB VCH VROB XNL KNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH KLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED -SECNO 38200.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1751.0 2600.0 TYPE= 1 TARGET. 849.000 38200.000 24.96 465.96 .00 465.43 466.11 .15 .05 .00 467.40 15600.0 1439.1 6906.3 7254.6 1179.7 1958.3 2547.7 1555.6 225.6 462.00 .99 1.22 3.53 2.85 .060 .045 .045 .000 441.00 1751.00 .000398 150. 150. 150. 0 0 0 .00 798.61 2600.00 1490 NH CARD USED -SECNO 38550.000 3470 ENCROACHMENT STATIONS= 1810.0 2610.0 TYPE= 1 TARGET. 800.000 38550.000 24.91 466.11 .00 465.58 466.24 .13 .13 .00 466.00 15600.0 1269.6 5337.6 8992.8 918.6 1606.2 3268.2 1600.2 231.8 460.00 1.02 1.38 3.32 2.75 .055 .045 .045 .000 441.20 1810.00 .000373 340. 350. 330. 2 0 0 .00 800.00 2610.00 1490 MR CARD USED CCHV= .300 CEHV= .500 -SECNO 39290.000 3470 ENCROACHMENT STATIONS- 1360.0 2064.0 TYPE= I TARGET= 704.000 39290.000 24.53 466.41 .00 465.91 466.57 .16 .31 .02 464.00 15600.0 725.8 8231.3 6642.9 552.6 2086.3 2956.7 1698.8 244.4 460.00 1.09 1.31 3.95 2.25 .055 .045 .055 .000 441.88 1360.00 .000460 600. 740. 800. 2 0 0 .00 704.00 2064.00 1490 WE CARD USED CCHV= .300 CEHV= .500 -SECNO 39440.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN "INS 1 19JUNO2 10:30:57 PAGE 26 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH MOB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH ME WTN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .48 3470 ENCROACHMENT STATIONS= 3921.0 4514.0 TYPE= 1 TARGET= 593.000 39440.000 24.14 466.14 .00 465.60 467.15 1.00 .15 .42 464.00 15600.0 473.0 13832.1 1294.9 223.8 1626.1 595.6 1718.0 247.4 462.50 1.09 2.11 8.51 2.17 .055 .045 .055 .000 442.00 3921.00 .002028 150. 150. 280. 2 0 0 .00 472.48 4514.00 1490 MH CARD USED CCHV= .300 CERV= .500 -SECNO 39490.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 3470 ENCROACHMENT STATIONS= 3887.8 4447.8 TYPE= 1 TARGET= 560.000 39490.000 25.04 467.04 .00 466.71 467.41 .37 .07 .19 467.50 15600.0 852.5 14747.5 .0 457.1 2967.3 .0 1721.4 247.9 468.50 1.10 1.87 4.97 .00 .055 .045 .000 .000 442.00 3887.80 .000944 50. 50. 50. 2 0 0 .00 403.55 4297.18 1490 NH CARD USED CCHV= .30D CEHV- .500 -SECNO 39540.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN RVINS 3470 ENCROACHMENT STATIONS- 3989.3 4465.4 TYPE= 1 TARGET= 476.140 39540.000 24.81 466.81 .00 466.59 467.77 .95 .06 .29 464.00 15400.0 116.1 13951.0 1332.9 70.3 1699.2 610.6 1724.7 248.3 462.50 1.10 1.65 8.21 2.18 .055 .045 .055 .000 442.00 3989.26 .001782 50. 50. 50. 2 0 0 .00 391.08 4465.40 - 1 19JMO2 10:30:57 PAGE 27 SECNO DEPTH CWSEL CRIWS WSELK ED 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 CCHV= .300 CEHV- .500 1490 NH CARD USED -SECNO 39940.000 3470 ENCROACHMENT STATIONS- 1280.0 1680.0 TYPE= 1 TARGET- 400.000 39940.000 25.64 467.64 .00 467.24 468.43 .80 .62 .05 460.00 15400.0 1386.2 12156.1 1857.7 552.6 1531.0 684.7 1748.3 252.0 458.00 _ 1.12 2.51 7.94 2.71 .055 .045 .055 .000 442.00 1280.00 .001350 400. 400. 400. 2 0 0 .00 400.00 1680.00 1490 NH CARD USED CCHV= .100 CEHV- .300 - SECNO 40650.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 4546.9 5045.9 TYPE- 1 TARGET= 499.000 _ 40650.000 28.82 468.82 .00 468.30 469.09 .27 .61 .05 464.80 10200.0 1003.9 7450.8 1745.3 677.4 1561.9 958.8 1794.8 258.9 457.80 1.16 1.48 4.77 1.82 .055 .045 .055 .000 440.00 4546.90 .000540 1000. 700. 400. 2 0 0 .00 499.00 5045.90 1490 NH CARD USED - SECNO 48000.000 3470 ENCROACHMENT STATIONS= 1739.0 3039.0 TYPE= 1 TARGET= 1300.000 48000.000 25.66 471.26 .00 470.77 471.34 .08 2.23 .02 457.00 9800.0 3566.1 4207.6 2026.3 2762.6 1305.0 2122.3 2364.3 353.1 466.50 1.99 1.29 3.22 .95 .055 .045 .060 .000 445.60 1739.00 .000259 5700. 7350. 2900. 3 0 0 .00 1300.00 3039.00 1490 NH CARD USED - SECNO 51350.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE PANGS, KRATIO .59 3470 ENCROACHMENT STATIONS- 3915.0 4515.0 TYPE- 1 TARGET- 600.000 51350.000 26.06 472.56 .00 472.03 472.71 .15 1.35 .02 470.30 - 9400.0 696.7 8703.3 .0 566.8 2691.0 .0 2745.7 431.1 100000.00 2.30 1.23 3.23 .00 .055 .045 .000 .000 446.50 3915.00 .000680 3600. 3350. 3700. 2 0 0 .00 600.00 4515.00 1 - 19JUNO2 10:30:57 PAGE 28 SECNO DEPTH CWSEL CRIWS WSELK EG HV RL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL )INCH 7048 WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED ` SECNO 53350.000 3265 DIVIDED PLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.62 3470 ENCROACHMENT STATIONS= 4470.0 567D.0 TYPE- 1 TARGET= 1200.000 53350.000 25.33 473.33 .00 472.59 473.48 .15 .77 .00 456.00 94DD.0 2483.2 6916.8 .0 1798.8 1938.1 .0 2896.8 461.2 100000.00 2.48 1.38 3.57 .00 .050 .045 .000 .000 448.00 4470.00 .000260 1650. 2000. 1750. 2 0 0 .00 895.07 5670.00 1490 WE CARD USED * SECNO 55590.000 3265 DIVIDED FLAW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 3470 ENCROACHMENT STATIONS= 3590.0 4340.0 TYPE= 1 TARGET= 750.000 55590.000 21.72 474.12 .00 473.26 474.62 .51 1.03 .11 470.00 9400.0 1110.6 8289.4 .0 881.5 1367.4 .0 3043.3 496.0 100000.00 2.59 1.26 6.06 .00 .060 .045 .000 .000 452.40 3590.00 .001097 2000. 2240. 2200. 2 0 0 .00 596.12 4340.00 1490 NH CARD USED * SECNO 56940.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3665.0 4415.0 TYPE= 1 TARGET= 750.000 56940.000 26.42 475.42 .00 474.51 475.73 .31 1.09 .02 462.00 9400.0 2407.4 6992.6 .0 1282.6 1384.7 .0 3117.0 513.8 100000.00 2.68 1.88 5.05 .00 .054 .045 .000 .000 449.00 3665.00 .000631 1250. 1350. 1250. 2 0 0 .00 633.30 4415.00 1 190UNO2 10:30:57 PAGE 29 . *rrrerr rrru uurr*r rr.r * * * +.r *. * *rr HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 . * *rr *rrrrrrr••rrrrrr »rrrrr a ** * * * ** THIS RUN EXECUTED 19.IUNO2 10:30:57 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 * 34850.000 462.56 .00 463.68 176.52 .00 14900.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 463.03 .47 464.06 181.77 .00 14900.00 .00 840.00 660.00 1310.00 1533.00 1500.00 * 34950.000 463.65 .00 463.97 1702.77 4532.32 10367.68 .00 .00 .00 1310.00 1520.00 .00 34950.000 463.85 .20 464.34 806.21 2706.52 12193.48 .00 860.00 660.00 1310.00 1520.00 1520.00 * 35700.000 464.39 .00 464.63 1863.15 4424.75 9735.34 739.91 .00 .00 3106.00 3233.00 .00 * 35700.000 464.81 .42 465.23 700.00 1995.43 11890.42 1014.15 700.00 2700.00 3106.00 3233.00 3400.00 * 36250.000 464.69 .00 464.75 1362.09 786.99 3808.68 10304.33 .00 .00 302B.00 3170.00 .00 * 36250.000 465.31 .62 465.37 700.00 330.82 3933.59 10635.59 700.00 2825.00 302B.00 3170.00 3525.00 * 36970.000 464.59 .00 465.03 1239.73 1035.35 10544.68 4019.98 .00 .00 2900.00 3060.00 .00 * 36970.000 465.22 .63 465.62 916.26 .00 10628.39 4971.61 935.00 2900.00 2900.00 3060.00 3835.00 * 37600.000 465.24 .00 465.35 1178.53 1410.65 8737.19 5452.16 .00 .00 2000.00 2160.00 .00 * 37600.000 465.80 .56 465.92 930.00 1159.63 9066.75 5373.62 930.00 1780.00 2000.00 2160.00 2710.00 37800.000 465.27 .00 465.39 1036.75 1550.85 7344.83 6704.32 .00 .00 2020.00 2185.00 .00 37800.000 465.84 .57 465.95 800.00 1450.80 7320.74 682B.46 800.00 1630.00 2020.00 2185.00 2430.00 37990.000 465.31 .00 465.49 904.69 1120.65 7217.59 7261.76 .00 .00 2100.00 2260.00 .00 37990.000 465.87 .56 466.04 756.10 1176.61 7112.36 7311.02 B20.00 1700.00 2100.00 2260.00 2520.00 38050.000 465.38 .00 465.51 935.18 978.99 6102.38 8518.63 .00 .00 2100.00 2260.00 .00 38050.000 465.92 .54 466.06 767.65 1046.38 6203.78 8349.34 830.00 1700.00 2100.00 2260.00 2530.00 38200.000 465.43 .00 465.57 1004.33 1786.98 6680.71 7132.31 .00 .00 2100.00 2270.00 .00 38200.000 465.96 .54 466.11 798.61 1439.07 6906.32 7254.61 849.00 1751.00 2100.00 2270.00 2600.00 38550.000 465.58 .00 465.71 885.27 1686.96 5293.11 8619.93 .00 .00 2100.00 2225.00 .00 38550.000 466.11 .53 466.24 800.00 1269.58 5337.64 8992.78 800.00 1810.00 2100.00 2225.00 2610.00 1 19JUNO2 10:30:57 PAGE 30 SSCNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCH 39290.000 465.91 .00 466.10 704.00 618.66 8476.58 6504.76 704.00 1360.00 1525.00 1675.00 2064.00 39290.000 466.41 .50 466.57 704.00 725.80 8231.34 6642.86 704.00 1360.00 1525.00 1675.00 2064.00 * 39440.000 465.60 .00 466.78 443.19 341.41 14281.34 977.25 593.00 3921.00 4040.00 4150.00 4514.00 * 39440.000 XLCB 466.14 ELLC .55 467.15 472.48 CRIWS 473.02 13832.09 VCN 1294.89 593.00 • 34850.000 3921.00 4040.00 4150.00 4514.00 439.30 * 39490.000 466.71 .00 467.10 403.95 8.50 828.07 14771.93 * 34850.000 .00 625.00 .00 3880.00 4030.00 14900.00 4310.00 4505.00 * 39490.000 464.06 467.04 30.27 .33 467.41 403.55 * 34950.000 852.47 100.00 14747.53 .00 .00 .00 560.00 3887.80 4030.00 .00 4310.00 4447.80 13.54 39540.000 4624.61 466.59 4049.31 .00 467.34 100.00 603.34 .00 723.20 439.30 12685.12 1991.68 700.00 464.34 3900.00 4040.00 6.11 4150.00 4600.00 3520.22 39540.000 466.81 .22 467.77 439.50 391.08 116.09 13950.98 464.63 1332.93 6.06 476.14 6234.78 3989.26 4040.00 * 35700.000 4150.00 4465.40 39940.000 .00 467.24 14900.00 .00 467.92 617.80 465.23 1757.65 8.29 11337.25 3929.17 2305.09 5176.25 * 36250.000 .00 .00 1420.00 .00 1500.00 439.80 .00 39940.000 464.69 467.64 .00 .40 468.43 .95 400.00 8318.66 1386.17 15264.54 12156.12 1857.72 400.00 .00 1280.00 1420.00 1500.00 1680.00 .00 40650.000 468.30 1.B2 .00 468.54 15834.14 830.52 1266.70 7022.03 .00 1911.27 15600.00 .00 .00 4730.00 465.03 4815.00 15.27 .00 40650.000 468.82 * 36970.000 .52 469.09 499.00 .00 1003.94 15600.00 7450.76 465.22 1745.30 .00 499.00 4546.90 4730.00 3973.31 4815.00 5045.90 * 37600.000 48000.000 630.00 470.77 .00 .00 470.86 15600.00 1546.92 465.24 3540.68 .00 4193.57 2065.75 3.38 7132.17 .00 .00 2370.00 2445.00 .00 48000.000 440.00 471.26 .49 471.34 .00 1300.00 3566.08 3.39 4207.61 2026.32 37800.000 1300.00 200.00 1739.00 2370.00 .00 2445.00 3039.00 51350.000 472.03 465.39 .00 472.11 2.94 1441.45 2865.57 37800.000 6529.B9 200.00 4.54 .00 .00 .00 .00 4160.00 465.84 4515.00 .00 .00 * 51350.000 2.43 472.56 6371.91 .53 472.71 37990.000 600.00 190.00 696.67 .00 8703.33 441.00 15600.00 .00 600.00 3915.00 4160.00 4515.00 4515.00 5216.43 * 53350.000 7659.77 472.59 .00 472.71 .DO 2214.86 441.00 3204.54 6129.22 66.24 466.04 .00 .00 5570.00 5670.00 38050.000 .00 * 53350.000 473.33 .00 .74 473.48 895.07 2483.15 465.51 6916.85 2.92 3.08 .00 1200.00 9123.12 4470.00 5570.00 60.00 5670.00 5670.00 .00 * 55590.000 15600.00 473.26 465.92 .00 473.69 466.06 1416.05 2.71 1887.85 5870.31 7490.62 9479.47 21.53 150.00 .00 .00 4250.00 441.00 4340.00 .00 * 55590.000 .00 474.12 .85 474.62 5958.34 596.12 7584.23 1110.56 8289.44 .00 .00 750.00 15600.00 3590.00 4250.00 4340.00 4340.00 56940.000 3.53 474.51 .00 474.79 1475.72 2741.86 .00 6630.43 15600.00 27.71 465.58 .00 .00 4335.00 4.13 4415.00 5921.90 .00 56940.000 38550.000 475.42 350.00 .91 475.73 .00 633.30 15600.00 2407.43 466.11 6992.57 .00 466.24 .00 750.00 3.32 3665.00 4335.00 8075.23 4415.00 4415.00 740.00 1 .DO .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 19JUNO2 10:30:57 466.41 .00 466.57 4.60 3.95 5595.67 7272.15 * 39440.000 150.00 .00 .00 PAGE 31 15600.00 DENTON CREEK, TEXAS S0644ARY PRINTOUT TABLE 150 SECNO XLCB ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCN AREA .01K • 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.B2 7660.24 15834.14 * 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 .DO .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 .DO .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 .DO .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 10.28 5.13 3319.47 4865.52 * 39490.000 y 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 1 19JUNO2 10:30:57 PAGE 32 SECNO XLCE ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCE AREA .OIK 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 Q 700.00 CWSEL .00 .00 440.00 TOPWID 10200.00 468.82 .00 469.09 462.56 5.40 4.77 3198.18 .00 4387.94 48000.000 590.00 7350.00 .00 .00 445.60 9800.00 470.77 .47 .00 470.86 590.00 2.83 3.31 6341.78 5826.79 48000.000 .00 7350.00 .00 .00 .00 445.60 34950.000 9800.00 471.26 .00 471.34 .20 2.59 3.22 6189.93 6091.14 51350.000 3350.00 .00 .00 446.50 .73 9400.00 472.03 .00 472.11 4.83 2.61 5035.48 4277.04 ` 51350.000 .42 3350.00 .00 .00 446.50 14900.00 9400.00 472.56 .00 472.71 .00 6.80 3.23 3257.71 ` 36250.000 3604.64 ` 53350.000 2000.00 .00 .00 448.00 700.00 9400.00 472.59 ` 36970.000 .00 472.71 2.15 3.29 5361.17 -.10 6416.50 ` 53350.000 2000.00 ` 36970.000 .00 .00 448.00 465.22 9400.00 473.33 -.09 .00 473.48 2.60 3.57 3736.87 15600.00 5834.56 ` 55590.000 2240.00 .65 .00 .00 452.40 630.00 9400.00 473.26 15600.00 .00 473.69 10.56 5.80 3113.70 930.00 2892.26 • 55590.000 37800.000 2240.00 15600.00 .00 .00 452.40 .00 9400.00 474.12 1036.75 .00 474.62 37800.000 10.97 6.06 2248.90 465.84 2838.10 56940.000 .04 1350.00 800.00 .00 .00 449.00 9400.00 474.51 465.31 .00 474.79 .04 6.66 5.05 3401.03 190.00 3642.73 56940.000 15600.00 1350.00 465.87 .00 .00 449.00 .56 9400.00 475.42 190.00 .00 475.73 15600.00 6.31 5.05 2667.25 .00 3740.90 1 935.18 60.00 38050.000 15600.00 465.92 .54 .05 .54 767.65 60.00 38200.000 15600.00 19SUNO2 10v30:57 .00 .05 .00 1004.33 150.00 38200.000 15600.00 465.96 PAGE 33 .04 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIPWSP DIFWSX DIPKWS TOPWID XLCE - ` 34850.000 14900.00 462.56 .00 .02 .00 176.52 590.00 ` 34850.000 14900.00 463.03 .47 .20 .47 181.77 590.00 ` 34950.000 14900.00 463.65 .00 1.09 .00 1702.77 100.00 34950.000 14900.00 463.85 .20 .82 .20 806.21 100.00 ` 35700.000 14900.00 464.39 .00 .73 .00 1863.15 750.00 ` 35700.000 14900.00 464.81 .42 .96 .42 700.00 750.00 ` 36250.000 14900.00 464.69 .00 .30 .00 1362.09 550.00 ` 36250.000 14900.00 465.31 .62 .50 .62 700.00 550.00 ` 36970.000 15600.00 464.59 .00 -.10 .00 1239.73 720.00 ` 36970.000 15600.00 465.22 .63 -.09 ,63 916.26 720.00 ` 37600.000 15600.00 465.24 .00 .65 .00 1178.53 630.00 * 37600.000 15600.00 465.80 .56 .58 .56 930.00 630.00 37800.000 15600.00 465.27 .00 .03 .00 1036.75 200.00 37800.000 15600.00 465.84 .57 .04 .57 800.00 200.00 37990.000 15600.00 465.31 .00 .04 .00 904.69 190.00 ' 37990.000 15600.00 465.87 .56 .03 .56 756.10 190.00 38050.000 15600.00 465.38 .00 .07 .00 935.18 60.00 38050.000 15600.00 465.92 .54 .05 .54 767.65 60.00 38200.000 15600.00 465.43 .00 .05 .00 1004.33 150.00 38200.000 15600.00 465.96 .54 .04 .54 798.61 150.00 38550.000 15600.00 465.58 .00 .15 .00 885.27 350.00 38550.000 15600.00 466.11 .53 .15 .53 800.00 350.00 39290.000 15600.00 465.91 .00 .33 .00 704.00 740.00 39290.000 15600.00 466.41 .50 .30 .50 704.00 740.00 ` 39440.000 15600.00 465.60 .00 -.32 .00 443.19 150.00 ` 39440.000 15600.00 466.14 .55 -.27 .55 472.48 150.00 ` 39490.000 15600.00 466.71 .00 1.11 .00 403.95 50.00 ` 39490.000 15600.00 467.04 .33 .90 .33 403.55 50.00 39540.000 15400.00 466.59 .00 -.12 .00 603.34 50.00 39540.000 15400.00 466.81 .22 -.23 .22 391.08 50.00 39940.000 15400.00 467.24 .00 .65 .00 617.80 400.00 39940.000 15400.00 467.64 .40 .82 .40 400.00 400.00 1 19JUNO2 10,30:57 SECNO Q CWSEL DIFWSP DIFWSX DIPKWS TOPWID XLCH 40650.000 10200.00 468.30 .00 1.06 .00 830.52 700.00 40650.000 10200.00 468.82 .52 1.19 .52 499.00 700.00 48000.000 9800.00 470.77 .00 2.47 .00 1546.92 7350.00 48000.000 9800.00 471.26 .49 2.44 .49 1300.00 7350.00 51350.000 9400.00 472.03 .00 1.26 .00 1441.45 3350.00 ` 51350.000 9400.00 472.56 .53 1.30 .53 600.00 3350.00 ` 53350.000 9400.00 472.59 .00 .56 .00 2214.86 2000.00 ` 53350.000 9400.00 473.33 .74 .77 .74 895.07 2000.00 ` 55590.000 9400.00 473.26 .00 .67 .00 1416.05 2240.00 PAGE 34 * 55590.000 9400.00 474.12 .85 .78 .65 596.12 2240.00 56940.000 9400.00 474.51 .00 1.24 .00 1475.72 1350.00 56940.000 9400.00 475.42 .91 1.30 .91 633.30 1350.00 1 19JUNO2 10:30:57 SUMMARY OF ERRORS AND SPECIAL NOTES PAGE 35 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 WARNING SECNO= 55590.000 1 19JUNO2 10:30:57 PROFILE= PROFILE= PROFILE= PROFILE- PROFILE- PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE- PROFILE- PROFILE- PROFILE= PROFILE = PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE - PROFILE= PROFILE= PROFILE = PROFILE= PROFILE= PROFILE= PROFILE = PROFILE= PROFILE= 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 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 1 2 1 2 1 2 1 a 1 2 1 a 1 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 2 1 2 1 WARNING SECNO- 55590.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 19JUNO2 10:30:57 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 PAGE 36 PAGE 37 29124.000 .49 1095.22 1264.00 - - - - - -- 178.00 SURFACE ELEVATION 1442.00 WIDTH 917.22 MEAN 2359.22 29651.000 .38 1422.89 1168.00 AREA 223.50 FLOODWAY 1391.50 1199.39 2590.89 29831.000 .37 1274.32 453.5 1147.00 25770.000 211.50 277. 1358.50 5.3 1062.82 454.0 2421.32 30027.000 .36 1012.64 3677. 1128.00 455.1 198.50 .4 1326.50 814.14 5155. 2140.64 - 30384.000 .32 949.78 27165.000 1045.00 1602. 201.00 2.3 1246.00 455.2 748.78 27449.000 1994.78 30604.000 .27 1135.69 455.9 1014.00 .5 168.00 1182.00 11043. 967.69 455.9 2149.69 30958.000 .22 1252.64 1533. 1048.00 2.0 118.50 455.5 1166.50 28168.000 1134.14 1434. 2300.64 31335.000 .26 1134.32 .5 1037.00 83.50 10783. 1120.50 456.1 1050.82 .5 2171.32 32150.000 .21 1360.00 2.2 3040.00 455.6 422.50 28890.000 3462.50 1214. 937.50 2.7 4400.00 32200.000 .22 1390.00 3050.00 5688. 415.00 456.2 3465.00 .5 975.00 4440.00 - 32230.000 .19 1390.00 456.2 3050.00 29831.000 415.00 1253. 3465.00 2.9 975.00 456.3 4440.00 32250.000 .05 1360.00 5222. 3040.00 456.8 422.50 .4 3462.50 937.50 3641. 4400.00 32305.000 .02 1491.00 30604.000 1825.00 1118. 392.50 4.5 2217.50 457.4 1098.50 - 30958.000 3316.00 32725.000 .15 1998.00 458.1 1634.00 .2 411.00 2045.00 4010. 1587.00 458.1 3632.00 33145.000 .19 570.00 997. 1390.00 9.1 285.00 457.9 1675.00 32200.000 285.00 1000. 1960.00 33470.000 .17 468.00 .2 1135.00 234.00 1770. 1369.00 458.1 234.00 .2 1603.00 - 34260.000 .30 612.00 3.8 868.00 460.3 326.00 - 32305.000 1194.00 1157. 286.00 6.7 1480.00 34850.000 .47 840.00 660.00 6244. 761.50 461.3 1421.50 .1 78.50 1500.00 34950.000 .20 860.00 461.4 660.00 33470.000 755.00 456. 1415.00 4.7 105.00 461.7 1520.00 35700.000 .42 700.00 4861. 2700.00 462.8 469.50 .3 3169.50 230.50 1838. 3400.00 36250.000 .62 700.00 - 34950.000 2825.00 858. 274.00 4.5 3099.00 463.7 426.00 35700.000 3525.00 36970.000 .63 935.00 464.8 2900.00 .4 80.00 2980.00 7660. 855.00 465.3 3835.00 - 37600.000 .56 930.00 916. 1780.00 3.9 300.00 464.6 2080.00 37600.000 630.00 930. 2710.00 37800.000 .57 800.00 .6 1630.00 472.50 6372. 2102.50 465.9 327.50 .6 2430.00 37990.000 .56 820.00 2.9 1700.00 465.3 480.00 38050.000 2180.00 830. 340.00 2.7 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 1 19JMO2 10:30:57 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 1 19JUNO2 10:30:57 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 PAGE 38 PAGE 39 - - - - - -- 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. 1929. 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 B00. 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 PAGE 38 PAGE 39 38200.000 B49. 5686. 2.7 38550.D00 800. 5793. 2.7 39290.000 704. 5596. 2.8 39440.000 593. 2446. 6.4 1 19JUMO2 10:30:57 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NC. 2 _______ FLOODWAY _______ STATION WIDTH SECTION MEAN AREA VELOCITY 39490.000 409. 3424. 4.6 39540.000 476. 2380. 6.5 39940.000 400. 2768. 5.6 40650.000 499. 3198. 3.2 48000.000 1300. 6190. 1.6 51350.000 600. 3258. 2.9 53350.000 1200. 3737. 2.5 55590.000 750. 2249. 4.2 56940.000 750. 2667. 3.5 465.9 465.4 .5 466.1 465.6 .5 466.4 465.9 .5 466.1 465.6 .5 PAGE 40 WATER SURFACE ELEVATION WITH WITHOUT DIFFERENCE FLOODWAY FLOODWAY 467.0 466.7 .3 466.8 466.6 .2 467.6 467.2 .4 468.8 468.3 .5 471.3 470.8 .5 472.5 472.0 .5 473.3 472.6 .7 474.2 473.3 .9 475.4 474.5 .9 n O V Q) m cn Q O X +' W O N rn Y (O w m w ry U c z O o •H z U W a) O U) co I co O L U O Liz O LIB O L(7 O Q Q Q Q' 'V 'V V UOT�2ABT3 �r 0 O v C•J ca 0 0 0 N } Q 3 O O O J O IL O v (D } � I - o .,1 O O) c G) J I a� O c O c ci Z U H J IL 0 O O J L o } L OD I O o > O c I H I ZD V (1) D '0 N L C7 O v t � 0 O) �f ci l m li 41 I� 41 I� 41 I; �1 I� m �I ICI 41 14 41 I� 41 41 O Ln co li II I� �I m 141 0 cj I; p 0 I I II cn �4 14 �I m 00 1' II I I. CC) 14 41 m 0 I l i II � 41 m I� 41 Ii 11 141 i 4 I qI 0 rl m 4 O Liz O LIB O L(7 O Q Q Q Q' 'V 'V V UOT�2ABT3 �r 0 O v C•J ca 0 0 0 N } Q 3 O O O J O IL O v (D } � I - o .,1 O O) c G) J I a� O c O c ci Z U H J IL 0 O O J L o } L OD I O o > O c I H I ZD V (1) D '0 N L C7 cn o a O x co w N �- m C Y O W •ri W +1 —Q� U U N m z I O 0 H 0 z O — W L C:) U --------- - - - - -- ------------ - - - - --- II I 00 I 'I I i i � I I O I ' I i I I Sb0 I I — �I �I I �I - - - - - - - - - - - - -- L - - - - - I I U' U O O LO r` C'J O } Q Ln O 3 O Q O C N J Li - C +' O! - N U W 01 C }- I .,i cl i C: O LO U O 0 C w `° C.1 00 Q 0 O O L 7 a 0 Lo U O 00 4 , W z H u Q J O U W 0 C L 7,1 O 0 O +, r7 J w Lf) Ln - O � W D- 1 V7 —1 Y O O C - m w m 4 O Lo 4 ED CJ ti O Ln O rn O +' •r1 C +' N U E Ql L CO U U1 c0 "0 00 O C 0 O O L 7 O U O ( O (D L LO IT C L O W Q V V Q V V Q Q I (�J) uoT�LDAB 3 4 I 0 I o I Y I I I t � NO' I I 1Sb0' ; I. II �I i I I I I II I �I I I i i II I i I I LO u� O I O N V O 0 Ln CJ I r a 0 0 0 O m O O - c N J W - E a) L co a W m C m r I •� C•J C 0 0 L � 0 O C F- [0 W ci �`� y I a I a O m ri L Z H a a) U J d O C co 0 O -P U) J W 0 a W r I O ti Y C O I— cu W m 4 � n I 4 I uj O W 0 LO O L C L (D 0 V Lf) Q Q a Q Q Q I (��) UOTTPABT3 4 0 O 4- •H C +' O U E a) L co U m m - 0 C L � '0 y •rl U O uj O W 0 LO O L C L (D 0 V Lf) Q Q a Q Q Q I (��) UOTTPABT3 4 - -- ---- - - - - - -- O I I I b T . I ISb0• �I I I I 'I I �I � I O II I ------- --------- 'f - - - -- LO 0 Q 0 0 m 0 r + CJ LL z 0 O J +-' l N U � 0 C ro O O N U 0 J L 0 Q 0 0 U c0 Y O O o C CJ ti J ] - U O � 0 I 4 -1 Q O1 W c Dl ri I CJ C O c O ro CD LO � L CJ Q i a 0 C + CJ LL z 0 O J +-' l N U � 0 C ro O O N U + 1 ti J L E N Q _c U1 W U Y O o C ro ] ti w m ] I 4® U O � 0 I 4 -1 �-+ LO O) m n .-1 �L C L (D m T 'q 0 V Q V V Q Q' I (�3) UOTTRA813 Q C 0 O +-' l N U E N _c U1 U o) o c ] - O L 7 ] •rl U O �-+ LO O) m n .-1 �L C L (D m T 'q 0 V Q V V Q Q' I (�3) UOTTRA813 Q U1 O Q LOl X O LLI aD �- m C Y O W •'i J +1 _0� U U Cl) U) Z I O 0 F- V1 Z O O C 4 I --------- - - - - -- 7 - - - - -- v :I O i ,I t SSO ,I SbO' �I I i i 'I i it O � 0 I i i ---------- - ----- ��- -- -- LO) O t` t\ V O 0 ti m O } a 0 0 0 co 0 O C CJ J LL. - 4- •� Q W m C 1 PJ C O O O C Lil L N L Q i Q O 0 Q7 co 'O CJ CJ L Z Q C O UJ U J d O O O C 0 O O O +, CO J L O Q) ^- O Q LLJ } In O C O [0 LLI CO 1 4 O Q CO .--1 O O m In O 4- •� C (1) U E QJ L CO U Q7 co 'O O 0) O C O 10 C O O -,A U O LO L C L m LO V V Q V Q Q Q Q Q I (��} UOi ;en8T3 a Lfl V O b sso ' I st7o' O O --------- 17 --- ------ �I i I i ,I I �I i 'I i i 'I. i it i I I I O O m m I C U3 O } O C + 3 O O c0 O O C CJ J LL - U ul i0 O ¢ W O1 C O - 0 I I ,- CJ C O O U O O O C H ro 0 CJ I W Q i a O o C:1 C W Z ¢ J U a. 0 C �p O O O U3 W Ql O ¢ � W O o C -- W m 4 o I 4® m I C U3 O t\ t\ V' -4 L L N O LO Un V V cp W a Q V V Q V V I (�3) UOTIRA813 4 -P •� C + U] U E N L cn U N i0 O Ol O C O - 0 L 7 •. U O t\ t\ V' -4 L L N O LO Un V V cp W a Q V V Q V V I (�3) UOTIRA813 4 — -------------- T ------ LO I I I , V I O • I I I I I II I I SO' I Sb0' b ' 90' I 1 o 'I I I I I I I I --------------- I (D O n 7T Q O v r` N n } O V1 O V O 0 O C CJ J l� - E N I co W U O I N C 0 I L � 0 o C w (a N 7 I 4 I I a 0 N J Q7 U � O C ro 0 0 C +, N J LL- � 0 d } (n I O ti Y C O c F- CO W m Q ED S I Q n C V1 O +J -H co U E N I co U O M L � S "O 7 •rl U O Lo LO V '7 V Q a Q I (�3) UOt }en813 4 co O Q O) X C'J W O) -� m C Y O W i LIJ +� —U� U J a) U) Z I O In GI Z O J C- U --------------- I O I I I I I I I I I I I I I 1 I Q I� I 1 O I . I I _ I I I I I I� I --------------- '� - - - -- 0 n v i L() O) m n co u) u) v v v v (J3) UOtjen8j3 0 O v CJ O O CJ N O O O N O O ti LL u a) U C m 41 O 0 O O O O O V 0 0 cli 0 0 0 v v V IT } Q 3 O O O C J - LL a' Q O7 W C' I C�J C O C O W [0 I a I I I a Z a J a- 0 O O J L Q Li } V) I � Y O C O i0 .-1 W m Q Q C 0 O ++ +1 C +� CD U E (1) L CO U a) m - o 0 o c 'O L D •,-1 U O L C L cn w 4 4 Duplicate Effective Multi - Profile + HEC -2 WATER SURFACE PROFILES + + Version 4.6.2; May 1991 + ` RUN DATE 16JUL99 TIME 08:28:02 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 XYWYYY XXXXX XYYYYYY I 16JUL99 08:28:02 PAGE 1 THIS RUN EXECUTED 16JUL99 08:28:02 ` U.S. ARMY CORPS OF ENGINEERS ` HYDROLOGIC ENGINEERING CENTER ` 609 SECOND STREET, SUITE D + • DAVIS, CALIFORNIA 95616 -4687 ` (916) 756 -1104 + 900 1400 1900 2400 2670 3100 3620 4100 4600 900 1400 1900 2400 2710 PAGE 2 3230 3515 4360 055 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 a a a x * *,,,,,, +x a * * *» u, u • * * * *, u u u T1 DENTON CREEK - MANSIONS BY LAKE AS -BUILT MULTI -PROF DAI /RES 12/98 T2 DENTON CREEK - 10 YR DISCHARGE PROFILE PIS MBJ /BMS 6/99 T3 DENTON CREEK, TEXAS FILE: ASBLTMP2.IH2 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 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS'*`+`+++ -10 -10 34850 MODEL DEVELOPED FROM PIS REPLICATION PILE 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 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 OR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 GR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 _. 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 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 GR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 1 16JUL99 08:28:02 GR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 457.8 - GR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 457.1 OR 457.1 3540 456 3555 456 3590 459.6 3600 457.7 QT 4 13300 18900 21300 3620D NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 WE 5200 - NOTE: OR POINTS 3500, 3650, AMD 3920 CORRECTED PER DEWBERRY -DAVIS PIS UPDATE CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AHRA. ` U.S. ARMY CORPS OF ENGINEERS ` HYDROLOGIC ENGINEERING CENTER ` 609 SECOND STREET, SUITE D + • DAVIS, CALIFORNIA 95616 -4687 ` (916) 756 -1104 + 900 1400 1900 2400 2670 3100 3620 4100 4600 900 1400 1900 2400 2710 PAGE 2 3230 3515 4360 055 X1 26830 42 2619.58 3100 1030 960 1010 X3 2619 470.0 5200 470.0 GR 464.9 550 461.9 600 459.1 700 455.9 000 452.9 900 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 OR 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 - OR 452.0 3500 452 3650 452.0 3920 456.3 4000 460 4250 GR 461.9 5100 465 5200 ABRA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268+80 THAD 313 +35 FROM PROPOSED GRADING PLAN PORTHE COPPELL - COMMUNITY PARK. AHBA. 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 Xi 26880 35.0 1012.0 1585.0 32 479 50 OR 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 2656.0 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 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 - 1 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 OR 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 MR 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 K1 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 - OR 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 In- 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 1061.0 437.28 1132.0 437.28 1173.0 OR 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 1 16JUL99 08:28:02 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 OT 4 13300 18900 21300 36200 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 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 .040 2150 .035 2350 .04 NH 2543.0 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 OR 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 X1 28890 45.0 1289.0 1696.0 153 194 170 X3 2526 470.0 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 GA 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 Xi 29124 29 1264.0 1620.0 161 337 234 OR 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 1 16JUL99 08:28:02 PAGE 5 OR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 453.0 2333.0 OR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 HE 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 X1 29651 48.0 1168.0 1615.0 600 404 527 GR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 OR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 GR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 GR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 GR 455.0 1625.0 450.0 1670.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 OR 450.8 1932.0 450.0 2102.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 GR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 OR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 OR 457.0 2558.0 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 GR 459.0 2604.0 459.0 2772.0 460.0 2777.0 NH 10 .05 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 NH 1654.0 .040 1770.0 .035 2090.0 .045 2396.0 .075 2434.0 .045 NH 2771.0 X1 29831 47 1147.0 1570.0 171 197 180 OR 462.0 1147.0 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 GR 438.14 1296.0 450.0 1343.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 GR 460.0 1421.0 459.0 1444.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 GR 439.3 1518.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 GR 459.8 1586.0 455.0 1607.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 GR 449.0 1735.0 447.9 1770.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 GR 457.0 2139.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 GR 458.0 2388.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 OR 459.0 2434.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 OR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION FIE SECTION 305.70 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 X1 30027 34 1128.0 1525.0 148 299 196 OR 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 _ OR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 OR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 OR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 OR 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 OR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 OR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 NH 9 .05 1095.0 .04 1225.0 .065 1320.0 .04 1377.0 .07 NH 1668.0 .045 1694.0 .07 1951.0 .045 1977.0 .07 2150.0 X1 30384 46.0 1045.0 1447.0 371 410 357 OR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.14 1142.D OR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 - OR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 OR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 1 16. 99 08:28:02 PAGE 6 - OR 460.0 1504.0 460.0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 OR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 OR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 OR 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 OR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 OR 460.0 2150.0 APPROXIMATE LOCATION PIS SECTION 312.30 NH 10 .05 1D63 .04 1187 .065 1247 .04 1301 .07 NH 1469 .045 1496 .07 1601 .040 1831 .045 1895 .07 - NH 2395 X1 30604 49 1014 1350 269 319 220 OR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 OR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 OR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 OR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 - OR 461.0 135D 461.0 1454 460.0 1457 455.0 1464 450.0 1469 OR 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 OR 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 OR 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 ° OR 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 OR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 NH 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 NH 2157 .045 2173 .07 2504.D X1 30958 33 1048.0 1285.0 303 302 354 OR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 OR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 - OR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 OR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 OR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 OR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 OR 457.0 2232.0 459.0 238D.0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 NN 2103 .045 2124 .07 2193.0 X1 31335 32 1037.0 1204.0 377 344 377 OR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 OR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 - OR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 OR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 OR 456.0 1739.D 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 OR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 GR 460.0 2180.0 461.0 2193.0 - ENO ANN CROSS SECTION CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. 1 - 16d 99 08:28:02 PAGE 7 NC .055 .055 .035 .5 .7 X1 32150 40 3400 3525 160 180 170 - X3 3040 470.0 6180 470.0 OR 470 1000 461 1600 461 1800 458 2000 459 2100 OR 457 2200 457 2220 459 2320 456.5 2620 455 2640 OR 457 2650 456.5 2660 459 2900 459 3100 460 3200 OR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 OR 437 3475 437 3489 447 3505 460 3525 461.5 3650 - OR 458 3920 459 3980 458 4240 456 4280 456 4350 OR 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. NH 5. .055 3390.5 .015 3539.5 .055 4366. .02 4411. .05 NH 5734. - X1 32200. 62. 3390.5 3539.5 50. 50. 50. 0. 0. 0. X3 3050 470.0 6260 470.0 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 OR 472. 900. 467. 1310. 462. 1700. 460.5 2000. 461.5 2200. OR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430. 459.5 2520. OR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000. 462. 3280. OR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425. 446.5 3432. OR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455. 435. 3475. OR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498. 450.0 3505. - OR 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. OR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366. OR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397. OR 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. - OR 464.4 5014. 466. 5734. X1 32230. 0. 0. 0. 50. 50. 50. 0. 0. 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. 0. 0. X1 32250. 41. 3400. 3525. 1. 1. 1. X3 3040 470.0 6180 470.0 OR 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100. OR 457. 2200. 457. 2220. 459. 2320. 456.5 2620. 455. 2640. - OR 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200. OR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. OR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525. OR 461.5 3650. 458. 3920. 459. 3980. 458. 4240. 456. 4280. OR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400. 458. 4520. GR 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800. - OR 470. 6180. 0. 0. 0. 0. 0. 0. 0. 0. 1 16JUL99 08:28:02 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. OR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. - OR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. OR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. OR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263. OR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180. OR 458. 3200. 457. 3218. 455, 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. OR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. OR 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. OR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 OR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285. GR 461. 1568. 453. 1592. 453. 1642. 464. 1895. 464. 1895. OR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. OR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. OR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885. OR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. OR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. OR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. GR 464. 3875. 465. 3890. 470. 3960. QT 4. 9400. 13200. 14900. 36200. NH S. 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. OR 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. OR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 OR 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. OR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. OR 450. 1825. 445. 1835. 440. 1848. 439. 1852. 438.4 1862. GR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. - OR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. OR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. OR 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. OR 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. _ 1 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. 21D0. 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 OR 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. OR 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. OR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460.' 1470. OR 462. 1484. 464. 1533. 465. 1548. 466. 1560. 467. 1575. MH 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. OR 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 xi 35700 30 3106 3233 750 750 750 OR 470.00 1000 468.00 1250 465.60 1370 463.20 1754 462.20 1754 OR 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 OR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERBANK 1 16JVL99 08:28:02 PAGE 30 X1 36250 29 3028 3170 530 530 550 OR 472.00 1000 470.00 1000 468.00 1150 467.30 1500 467.00 2100 GR 464.00 2140 464.80 2260 462.00 2460 460.70 2500 460.70 2600 OR 464.70 2720 464.00 2903 462.00 2965 460.00 2993 458.00 3028 GR 450.00 3051 444.00 3055 439.80 3086 444.00 3116 450.00 3123 GR 460.00 3138 462.00 3150 462.00 3170 448.00 3250 448.00 3470 GR 463.00 3495 463.00 3505 468.00 3550 472.00 3550 QT 4. 10000. 13800. 15600. 36200. NC .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. 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. 1430. 470. 2330. OR 466. 2530. 462. 2620. 462. 2750. 463.5 2800. 462. 2850. OR 465. 2900. 458. 2930. 453.5 2930. 444. 2930. 440. 2937. OR 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 463.0 3645. 460. 3658. 457. 3690. 457. 3730. 460. 3765. GR 463.0 3790 465. 3815. 468.5 3835. 469. 3960. 469. 3990. GR 473. 4070. NH 4. .055 2000. .045 2160. .055 2400 .040 2730 SECTION ADDED FROM TOPO. RES 3/8/97 X1 37600. 22. 2000. 2160. 570. 350. 630. OR 471. 650. 470. 1220. 468. 1460. 466. 1540. 464. 1570. OR 462. 1720. 461.5 1900. 461. 1950. 460. 2000. 445. 2065. OR 440. 2105. 445. 2120. 460. 2160. 460. 2400 460 2400 OR 461 2570. 462 2610 461 2650 458 2680 452 2700 GR 452 2730. 470 2730 NH 4. .055 2055. .045 2135. .055 2185 .040 2455 SECTION ADDED FROM TOPO. RES 3/8/97 X1 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 OR 450. 2055 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 5. .05 1540. .06 2100. .045 2260. .040 2320 .040 NH 2570 SECTION ADDED FROM TOPO, AS -BLT SURVEY. RES 12/14/98 X1 37990. 36. 2100. 2260. 210 280 190 OR 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. 205D. 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. 1 16JUL99 08:28:02 PAGE 11 NH 5. .05 1540. .06 2100. .045 2260. .055 2260. .040 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. OR 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. OR 451. 2480. 457. 2505. 459. 2540. 463. 2575. 464. 2595. GR 473. 2595. NH 5. .05 1540. .06 2100. .045 2270. .055 2295. .045 NH 2640. X1 38200. 40. 2100. 2270. 150. 150. 150. OR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. GR 468. 1540. 466. 1570. 464. 1600. 462. 1650. 461. 1760. OR 462. 1930. 464. 2050. 466. 2070. 467.4 2100. 466. 2120. GR 464. 2125. 462. 2135. 460. 2142. 450. 2160. 444. 2170. OR 441. 2185. 444. 2200. 450. 2215. 460. 2255. 462. 2270. OR 462. 2295. 462. 2330. 457. 2375. 451. 2395. 451. 2410. OR 457. 2425. 464. 2465. 464. 2480. 457. 2530. 451. 2550. OR 451. 2570. 457. 2588. 459. 2605. 464. 2640. 473. 2640. NH 6. .06 1900 .05 2040 .06 2100 .045 2225 .05 NH 2300 .045 2620 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38550. 32 2100 2225 340 330 350 OR 473.2 1340 470 1340 466 1490 466 1600 468 1640 OR 462 1700 461 1850 460.8 1900 462 1960 464 2000 GR 466 2040 466 2100 464 2110 462 2130 460 2140 GR 444 2175 441.2 2190 444 2205 460 2225 461.2 2300 OR 457 2355 457 2450 460 2480 457 2505 451 2525 GR 451 2555 457 2575 459 2595 462 2610 462 2610 GR 463 2620 473 2620 NC RECORD AND INEFFECTIVE PLOW (ET RECORD) ADDED FOR S.H. 121 NH S. .05 1275. .055 1540. .045 1675. .055 2175. .05 NH 2310. NC .3 .5 ET 6.1 6.1 6.1 6.1 1360 2064 X1 39290. 30. 1525. 1675. 600. 800. 740. OR 474. 1000. 472. 1030. 470. 1070. 468. 1115. 466. 1200. GR 464. 1275. 462. 1320. 460.3 1345. 462. 1400. 464. 1450. OR 464. 1525. 462. 1540. 460. 1550. 450. 1560. 445. 1565. GR 441.88 1580. 445. 1600. 450. 1615. 460. 1675. 460. 1710. GR 458. 1750. 458. 1950. 460. 2000. 462. 2150. 464. 2175. OR 466. 2180. 468. 2190. 470. 2200. 472. 2240. 474. 2310. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 1 16JUL99 08:28:02 PAGE 12 NH 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 WE 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. OR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. OR 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. $380. 482. 5460. OR 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 WE 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 4970 484 5080 482 5380 482 5460 - GR 485 5600 48B 5730 493.5 5830 500 6040 SECTION ADDED PROM TOPO. HMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 WE 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 - 1 16JUL99 08:28:02 PAGE 13 QT 4 6600 9100 10200 36200 ` NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 NC 1 .3 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 4B2.5 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 324D 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 433D 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 471.1 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 1 r 16JUL99 08:28:02 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 OR 472 3600 472 3900 473 4000 476 4240 470 4250 OR 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 OR 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 OR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 OR 476 4630 500 4760 502 4800 1 16JUL99 08:28:02 PAGE 15 T1 DENTON CREEK - MANSIONS BY LAKE AS -BUILT MULTI -PROP DAI /RES 12/98 T2 DENTON CREEK - 50 YR. DISCHARGE PROFILE PIS T3 DENTON CREEK, TEXAS FILE: ASBLT- MP.IH2 J1 ICHECK INQ NINV IDIR STRT METRIC WINS Q WSEL PQ 0 3 0 0 0 0 0 0 452.29 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE _ 2 0 -1 1 16JM99 00:28:02 PAGE 16 -- T1 DENTON CREEK - MANSIONS BY LAKE AS -BUILT MULTI -PROF DAI /RES 12/98 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE PIS T3 DENTON CREEK, TEXAS FILE: ASBLT- MP.IH2 JI ICHECK INQ NINV IDIR STRT METRIC WINS Q WSEL FQ 0 4 0 0 0 0 0 0 453.5205 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW MIN ITRACE 3 0 -1 — 1 16JUL99 08:2B:02 PAGE 17 T1 DENTON CREEK - MANSIONS BY LAKE AS -BUILT MULTI -PROF DAI /RES 12/99 T2 DENTON CREEK - 500 YR DISCHARGE PROFILE PIS –' T3 DENTON CREEK, TEXAS PILE: ASBLT- MP.IH2 J1 ICHECK INQ NINV IDIR STRT METRIC RVINS Q WSEL FQ 0 5 0 0 0 0 0 0 455.89 32 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 15 0 -1 1 16JUL99 08.28.02 PAGE 18 THIS RUN EXECUTED 16JUL99 08:28:04 uw .wrwrrrrrrrrrwrrrrrrrrwwwrrrwrr ur NEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 •:rrrrrrrrr.rrr....rrrrrrrwr• a rerw.r NOTE - ASTERISK (r) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIPKWS EG TOPWID GLOB 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 .00 453.16 263.69 .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 .00 965.00 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 1 16JUL99 08:28:02 PAGE 19 SECNO CWSEL DIPKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 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 28492.000 452.74 .00 452.80 1114.02 .00 5006.55 8293.45 .00 .00 1215.00 1605.00 .00 -' 28492.000 454.47 .00 454.54 1177.01 .00 6019.54 12880.46 .00 .00 1215.00 1605.00 .00 28492.000 455.57 .00 455.64 1220.21 .00 6096.39 15203.61 .00 .00 1215.00 1605.00 .00 28492.000 459.08 .00 459.18 1372.92 .00 8009.23 28190.77 .00 .00 1215.00 1605.00 .00 28720.000 452.80 .00 452.88 1024.32 .00 5911.16 7388.84 .00 .00 1280.00 1689.00 .00 28720.000 454.52 .00 454.61 1064.62 .00 7147.71 11752.29 .00 .00 1280.00 1689.00 .00 28720.000 455.62 .00 455.71 1095.73 .00 7338.39 13961.61 .00 .00 1280.00 1689.00 .00 28720.000 459.12 .00 459.25 1217.36 .00 9935.91 26264.09 .00 .00 1280.00 1689.00 .00 • 28890.000 452.80 .00 452.99 1019.57 .00 8561.37 4738.63 2526.00 .00 1289.00 1696.00 2526.00 • 28890.000 454.55 .00 454.71 1049.40 .00 9547.67 9352.33 2526.00 .00 1289.00 1696.00 2526.00 • 28890.000 455.65 .00 455.78 1077.65 .00 9353.65 11946.35 2526.00 .00 1289.00 1696.00 2526.00 28890.000 459.15 .00 459.32 1172.57 .00 11678.25 24521.76 2526.00 .00 1289.00 1696.00 2526.00 29124.000 452.85 .00 453.27 540.02 .00 13045.19 254.81 .00 .00 1264.00 1620.00 .00 29124.000 454.53 .00 455.00 945.77 .00 16893.40 2006.60 .00 .00 1264.00 1620.00 .00 29124.000 455.70 .00 456.03 984.06 .00 16547.19 4752.81 .00 .00 1264.00 1620.00 .00 29124.000 459.25 .00 459.51 1166.19 .00 20273.36 15926.64 .00 .00 1264.00 1620.00 .00 29651.000 453.50 .00 453.67 841.65 .00 9521.14 3778.86 .00 .00 1168.00 1615.00 .00 29651.000 455.22 .00 455.39 942.76 .00 11421.57 7478.43 .00 .00 1168.00 1615.00 .00 29651.000 456.24 .00 456.39 1020.00 .00 11744.22 9555.78 .00 .00 1168.00 1615.00 .00 29651.000 459.65 .00 459.81 1597.87 .00 14612.16 21387.84 .00 .00 1168.00 1615.00 .00 29831.000 453.65 .00 453.77 727.21 .00 7498.20 5801.80 .00 .00 1147.00 1570.00 .00 29831.000 455.34 .00 455.49 825.86 .00 9442.72 9457.28 .00 .00 1147.00 1570.00 .00 29831.000 456.33 .00 456.48 857.57 .00 10000.05 11299.95 .00 .00 1147.00 1570.00 .00 29831.000 459.73 .00 459.89 1561.92 .00 13612.30 22587.70 .00 .00 1147.00 1570.00 .00 - ' 30027.000 453.68 .00 453.95 555.16 .00 10268.69 3031.31 .00 .00 1128.00 1525.00 .00 • 30027.000 455.38 .00 455.69 627.76 .00 12971.14 5928.86 .00 .00 1128.00 1525.00 .00 • 30027.000 456.38 .00 456.67 680.98 .00 13549.02 7750.98 .00 .00 1128.00 1525.00 .00 • 30027.000 459.75 .00 460.11 965.40 .00 19570.11 16629.89 .00 .00 1128.00 1525.00 .00 30384.000 453.95 .00 454.42 325.16 .00 11557.92 1742.00 .00 .00 1045.00 1447.00 .00 - 30384.000 455.78 .00 456.35 384.19 .00 15413.09 3486.91 .00 .00 1045.00 1447.00 .00 30384.000 456.74 .00 457.32 429.26 .00 17098.64 4201.36 .00 .00 1045.00 1447.00 .00 * 30384.000 460.20 .00 460.84 1011.48 .00 26476.39 9723.60 .00 .00 1045.00 1447.00 .00 1 16JM99 08:28:02 PAGE 20 SECNO CWSEL DIPRWS 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.OD .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.D0 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 1 16GVL99 08:28:02 PAGE 21 SECNO CWSEL DIFRWS 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 .OD .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 152D.00 .00 34260.000 462.54 .00 462.70 596.93 1.75 14898.25 .00 .00 .00 868.00 1520.OD .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 .OD 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 .DO 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 3026.00 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 CWSEL 465.24 EG .00 465.35 QLOB 1178.52 QROB 1410.42 STENCL 8737.66 5451.92 .00 .00 2000.00 2160.00 .00 * 37600.000 469.11 .00 469.31 3892.77 1403.14 6333.24 .00 14827.82 15038.94 .00 .00 2000.00 2160.00 • 51350.000 .00 37800.000 462.90 471.42 .00 463.00 850.91 142.43 5446.20 4411.37 .00 .00 2020.00 2185.00 4515.00 .00 37800.000 51350.000 464.65 472.03 .00 464.77 472.11 1021.34 1441.45 1036.87 2865.54 6770.59 5992.55 .00 .00 2020.00 2185.00 .00 .00 _ 37800.000 4515.00 465.27 .00 .00 465.39 477.64 1036.73 8.13 1550.50 7345.11 6704.39 .00 .00 2020.00 2185.00 153.81 .00 37800.000 .00 469.13 .00 469.37 .00 1246.26 8251.37 13475.95 14472.68 .00 .00 2020.00 2185.00 .00 37990.000 6.30 462.94 .00 .00 463.10 687.36 109.47 • 53350.000 5407.35 4483.18 .00 .00 2100.00 2260.00 1397.48 .00 37990.000 464.69 .00 464.86 .00 855.33 5570.00 743.40 5670.00 6676.58 6380.02 .00 .00 2100.00 2260.00 2.80 .00 37990.000 2214.81 465.31 3204.51 .00 465.49 904.65 1120.39 .00 7217.88 7261.73 .00 .00 2100.00 2260.00 .00 37990.000 8.26 469.19 .00 469.52 26291.71 1193.82 7831.50 6680.17 2076.79 13077.01 16442.82 .00 .00 2100.00 2260.00 .00 1 470.14 .00 470.38 88.80 .00 4000.00 .00 .00 .00 4250.00 16JM99 08:28:02 .00 • 55590.000 472.34 2.20 472.77 1170.48 451.31 PAGE 22 SECNO CWSEL DIPEWS EG TOPWID QLOS QCH QROB PERENC STENCL STCHL STCHR STENCR 38050.000 38050.000 38050.000 38050.000 38200.000 38200.000 38200.000 38200.000 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 4800D.000 48000.000 48000.000 • 48000.000 1 16JUL99 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 08:28:02 .00 463.12 .00 464.89 .Do 465.51 .00 469.55 .00 463.18 .00 464.94 .00 465.57 .00 469.64 .00 463.34 .00 465.09 .00 465.71 .00 469.83 .00 463.74 1.72 465.47 2.33 466.10 6.43 470.39 .00 464.27 1.61 466.11 2.20 466.78 6.16 471.43 .00 464.51 1.84 466.41 2.49 467.10 6.77 471.85 .00 464.79 1.86 466.67 2.54 467.34 6.98 471.98 .00 465.39 1.87 467.26 2.54 467.92 7.13 472.67 .00 466.07 1.86 467.90 2.52 468.54 7.32 473.60 .00 468.83 1.45 470.27 2.03 470.86 7.72 476.57 743.05 102.89 4510.82 5386.29 885.82 651.40 5616.05 7532.54 935.14 978.80 6102.57 8518.63 1220.64 5958.87 11456.40 18784.72 845.40 327.29 5205.32 4467.39 987.32 1289.12 6211.86 6299.02 1004.32 1786.72 6680.98 7132.31 1267.92 8172.90 11770.28 16256.83 798.42 408.99 4319.50 5271.50 863.60 1263.32 4941.07 7595.61 885.26 1686.81 5293.27 8619.92 1264.32 7807.95 9571.01 18821.04 615.27 109.43 6406.86 3483.71 704.00 426.80 7796.55 5576.65 704.00 618.57 8476.79 6504.64 704.00 3140.92 16210.90 16848.18 253.73 .40 9977.76 21.84 411.68 183.22 13037.09 579.69 443.17 341.33 14281.63 977.04 593.00 2856.01 25545.33 7798.66 349.87 99.45 9900.55 .00 389.97 566.40 13233.61 .00 403.95 827.98 14772.02 .00 478.55 4373.97 31749.43 76.60 467.92 41.00 9717.76 141.24 567.39 478.63 11901.36 1320.01 603.32 723.11 12685.46 1991.43 700.00 3819.54 20965.72 11414.74 497.72 190.96 9049.01 660.03 609.96 1200.54 10752.91 1746.55 617.80 1757.53 11337.49 2304.99 796.37 8758.23 17952.69 9489.08 582.50 89.52 5894.14 616.33 790.91 848.96 6772.73 1478.31 830.51 1266.62 7022.16 1911.22 1035.87 10746.87 14941.99 10511.13 1286.98 1430.00 3316.54 553.46 1490.60 2715.86 3805.71 1478.44 1546.92 3540.67 4193.59 2065.74 1778.86 15959.87 7396.04 12844.09 .00 .00 2100.00 .00 .00 2100.00 .00 .00 2100.00 .00 .00 2100.00 .00 .00 2100.00 .00 .00 2100.00 .00 .00 2100.00 .00 .00 2100.00 .00 .00 2100.00 .00 .00 2100.00 .00 .00 2100.00 .00 .00 2100.00 704.00 1360.00 1525.00 704.00 1360.00 1525.00 704.00 1360.00 1525.00 704.00 1360.00 1525.00 593.00 3921.00 4040.00 593.00 3921.00 4040.00 593.00 3921.00 4040.00 593.00 3921.00 4040.00 625.00 3880.00 4030.00 625.00 3880.00 4030.00 625.00 3880.00 4030.00 625.00 3880.00 4030.00 700.00 3900.00 4040.00 700.00 3900.00 4040.00 700.00 3900.00 4040.00 700.00 3900.00 4040.00 .00 .00 1420.00 .00 .00 1420.00 .00 .00 1420.00 .00 .00 1420.00 .00 .00 4730.00 .00 .00 4730.00 .00 .00 4730.00 .00 .00 4730.00 .00 .00 2370.00 .00 .00 2370.00 .00 .00 2370.00 .00 .00 2370.00 2260.00 .00 2260.00 .00 2260.00 .00 2260.00 .00 2270.00 .00 2270.00 .00 2270.00 .00 2270.00 .00 2225.00 .00 2225.00 .00 2225.00 .00 2225.00 .00 1675.00 2064.00 1675.00 2064.00 1675.00 2064.00 1675.00 2064.00 4150.00 4514.00 4150.00 4514.00 4150.00 4514.00 4150.00 4514.00 4310.00 4505.00 4310.00 4505.00 4310.00 4505.00 4310.00 4505.00 4150.00 4600.00 4150.00 4600.00 4150.00 4600.00 4150.00 4600.00 1500.00 .00 1500.00 .00 1500.00 .00 1500.00 .00 4815.00 .00 4815.00 .00 4815.00 .00 4815.00 .00 2445.00 .00 2445.00 .00 2445.00 .00 2445.00 .00 PAGE 23 SECNO CWSEL DIPRWS 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 .35 .00 .00 4250.00 4340.00 .00 • 55590.000 473.26 3.13 473.69 1416.06 1687.89 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 1 16JUL99 08:28:02 PAGE 24 DENTIN CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCR AREA .OIX 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 101D.OD .00 .00 436.30 13300.00 451.71 .00 452.16 8.35 5.40 2464.86 4602.21 - 26830.00D 1010.00 .00 .00 436.30 18900.00 453.40 .00 453.94 10.17 6.07 3977.25 5927.09 26630.000 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 362DO.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 .OD 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 .DO .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 1 - 16JUL99 08:28:02 PAGE 25 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS Er 10-KS VCR 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.OD 454.52 .00 454.61 2.72 2.59 7750.48 11463.76 - 26720.000 228.00 .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 .OD .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 IBO.00 .00 .00 438.14 13300.00 453.65 .00 453.77 3.90 3.04 4795.23 6736.53 29631.ODO 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 3.04 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 .DO 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 4079.68 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 1 16JUL99 08:28:02 PAGE 26 SECNO XLCH ELTRD ELLC ELKIN 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 AD 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 322D0.000 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 6721.79 ` 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 2630.75 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 AD 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 1 16JUL99 08:28:02 PAGE 27 SECNO XLCH ELTRD ELLC ELKIN 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 B.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 3570D.000 r 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 * 3625D.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 11800.00 464.69 .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 15025.62 1 16JVL 99 06:28:02 PAGE 28 SECNO XLCH ELTRD ELLC EL IN Q CWSEL CRIWS EG 10-KS VCH AREA .OIK 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 0.73 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 .OD 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 5.28 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 480DO.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 .OD 477.73 3.16 3.12 17230.04 20359.62 53350.000 2000.00 .00 .OD 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 4D24.30 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 1 16JM99 08:28:02 PAGE 29 SECNO KLCH ELTRD ELLC ELNIN Q CWSEL CRIWS EG 10 *KS VCH AREA AIK + 55590.000 Q 2240.00 .00 .00 452.40 4000.00 XLCH 470.14 .00 470.38 451.01 6.60 3.96 1010.58 .00 1556.43 55590.000 .00 2240.00 .00 .00 452.40 7000.00 1.28 472.34 .00 472.77 .05 10.08 5.42 1915.59 20600.00 2204.72 55590.000 1.23 2240.00 .00 .00 452.40 9400.00 25530.000 473.26 .00 473.69 _ 28492.000 10.56 5.80 3113.74 248.00 2892.29 55590.000 25770.000 2240.00 .00 .00 452.40 36200.00 .28 478.52 .00 478.74 240.00 7.61 6.07 13347.53 452.74 13120.65 56940.000 .45 1350.00 .00 .00 449.00 4000.00 1.72 470.89 .00 471.07 1.23 4.04 3.55 1301.57 21300.00 1988.92 56940.000 1350.00 .00 .00 449.00 7000.00 .00 473.52 .00 473.79 26830.000 5.B4 4.58 2253.92 .04 2897.00 56940.000 .00 1350.00 .00 .00 449.00 9400.00 18900.00 474.51 .00 474.79 .66 6.66 5.05 3400.94 1010.00 3642.67 56940.000 21300.00 1350.00 .00 .00 449.00 36200.00 1199.25 479.38 .00 479.54 5.17 5.30 15006.39 3.62 15919.90 1 1516.80 1077.65 1010.00 26880.000 28890.000 13300.00 451.88 .00 .17 .00 292.57 .00 50.00 26880.000 170.00 16JUL99 08:28:02 13300.00 1.63 .12 .00 322.64 .05 50.00 26880.000 21300.00 454.71 PAGE 30 .02 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 25530.000 28492.000 12800.00 451.01 .00 .00 .00 216.69 .00 .00 25530.000 324.00 18200.00 452.29 18900.00 1.28 .00 .00 226.37 .05 .00 25530.000 20600.00 453.52 1.23 .00 .00 235.67 1.10 .00 25530.000 1220.21 36200.00 455.89 _ 28492.000 2.37 .00 .00 248.00 .00 25770.000 .00 12800.00 451.29 324.00 .00 .28 .00 253.17 452.80 240.00 25770.000 .05 18200.00 452.74 1.44 .45 .00 263.69 240.00 25770.000 1.72 20600.00 453.97 1064.62 1.23 .45 .00 272.69 21300.00 240.00 25770.000 36200.00 456.85 .00 2.88 .96 .00 285.00 240.00 26830.000 459.12 13300.00 451.71 .04 .00 .42 .00 256.77 28890.000 1010.00 26830.000 18900.00 453.40 .00 1.69 .66 .00 1104.81 170.00 1010.00 26830.000 18900.00 21300.00 454.69 1.29 .72 .00 1199.25 1010.00 2683D.000 36200.00 458.31 455.65 3.62 1.46 .00 1516.80 1077.65 1010.00 26880.000 28890.000 13300.00 451.88 .00 .17 .00 292.57 .00 50.00 26880.000 170.00 18900.00 453.51 13300.00 1.63 .12 .00 322.64 .05 50.00 26880.000 21300.00 454.71 1.20 .02 .00 1173.21 1.68 50.00 26880.000 945.77 36200.00 458.55 29124.000 3.84 .24 .00 1710.09 50.00 27165.000 .00 13300.00 452.17 234.00 .00 .29 '.00 1255.42 459.25 284.00 27165.000 .09 18900.00 454.03 1.86 .52 .00 1362.34 284.00 27165.000 .00 21300.00 455.24 841.65 1.21 .53 .00 1418.55 18900.00 284.00 27165.000 36200.00 458.80 .00 3.56 .25 .00 1604.14 284.00 27449.000 13300.00 452.45 .00 .28 .00 1170.49 284.00 27449.000 18900.00 454.21 1.76 .18 .00 1417.15 284.00 27449.000 21300.00 455.35 1.15 .11 .00 1551.59 284.00 27449.000 36200.00 458.88 3.53 .08 .00 1740.59 284.00 27748.000 13300.00 452.55 .00 .09 .00 1345.54 299.00 27748.000 18900.00 454.29 1.75 .08 .00 1404.20 299.00 27748.000 21300.00 455.42 1.13 .07 .00 1445.81 299.00 27748.000 36200.00 458.93 3.51 .05 .DO 1691.04 299.00 27992.000 13300.00 452.61 .00 .06 .00 1257.10 244.00 27992.000 18900.00 454.35 1.74 .05 .00 1310.22 244.00 27992.000 21300.00 455.48 1.13 .06 .00 1344.42 244.00 27992.000 36200.00 458.99 3.51 .06 .00 1468.71 244.00 28168.000 13300.00 452.69 .00 .08 .00 1210.32 176.00 28168.000 18900.00 454.42 1.73 .07 .00 1269.55 176.00 28168.000 21300.00 455.53 1.11 .05 .00 1313.08 176.00 28168.000 36200.00 459.04 3.51 .04 .00 1463.68 176.00 1 16JUL99 08:28:02 PAGE 31 SECNO Q CWSEL DIPWSP DIPWSX DIFKWS TOPWID XLCH 28492.000 13300.00 452.74 .00 .06 .00 1114.02 324.00 28492.000 18900.00 454.47 1.72 .05 .00 1177.01 324.OD 28492.000 21300.00 455.57 1.10 .04 .00 1220.21 324.00 _ 28492.000 36200.00 459.08 3.50 .04 .00 1372.92 324.00 28720.000 13300.00 452.80 .00 .05 .00 1024.32 228.00 28720.000 18900.00 454.52 1.72 .05 .00 1064.62 228.00 28720.000 21300.00 455.62 1.10 .05 .00 1095.73 228.00 28720.000 36200.00 459.12 3.50 .04 .00 1217.36 228.00 28890.000 13300.00 452.80 .00 .01 .00 1019.57 170.00 • 28890.000 18900.00 454.55 1.74 .03 .00 1049.40 170.00 • 28890.000 21300.00 455.65 1.10 .03 .00 1077.65 170.00 28890.000 36200.00 459.15 3.51 .03 .00 1172.57 170.00 29124.000 13300.00 452.85 .00 .05 .00 540.02 234.00 29124.000 18900.00 454.53 1.68 -.01 .00 945.77 234.00 29124.000 21300.00 455.70 1.17 .06 .00 984.06 234.00 29124.000 36200.00 459.25 3.54 .09 .00 1166.19 234.00 - 29651.000 13300.00 453.50 .00 .65 .00 841.65 527.00 29651.000 18900.00 455.22 1.72 .69 .00 942.76 527.00 29651.000 21300.00 456.24 1.02 .54 .00 1020.00 527.00 29651.000 36200.00 459.65 3.41 .41 .00 1597.87 527.00 29831.000 13300.00 453.65 .00 .15 .00 727.21 180.00 29831.000 18900.00 455.34 1.69 .12 .00 825.86 180.00 - 29831.000 21300.00 456.33 .99 .09 .00 857.57 180.00 29831.000 36200.00 459.73 3.40 .08 .00 1561.92 180.00 ' 30027.000 13300.00 453.68 .00 .03 .00 555.16 196.00 • 30027.000 18900.00 455.38 1.71 .04 .00 627.76 196.00 • 30027.000 21300.00 456.38 .99 .05 .00 680.98 196.00 _ ' 30027.000 36200.00 459.75 3.38 .02 .00 965.40 196.00 30384.000 13300.00 453.95 .00 .27 .00 325.16 357.00 30384.000 18900.00 455.78 1.83 .39 .00 384.19 357.00 30384.000 21300.00 456.74 .97 .37 .00 429.26 357.00 ' 30384.000 36200.00 460.20 3.45 .44 .00 1011.48 357.00 30604.000 13300.00 454.33 .00 .38 .00 447.02 220.00 30604.000 18900.00 456.44 2.12 .67 .00 721.55 220.00 30604.000 21300.00 457.42 .98 .68 .00 825.02 220.00 • 30604.000 36200.00 461.01 3.59 .81 .00 1381.00 220.00 ' 30958.000 13300.00 454.95 .00 .62 .00 831.58 354.00 ' 30958.000 18900.00 457.03 2.07 .58 .00 1035.29 354.00 ' 30958.000 21300.00 457.93 .90 .51 .00 1140.63 354.00 ' 30958.000 36200.00 461.41 3.48 .40 .00 1421.05 354.00 - 1 16JUL99 08:28:02 SECNO Q CWSEL DIFWSP DIFWSX DIFM TOPWID XLCH - ' 31335.000 13300.00 454.23 .00 -.72 .00 332.36 377.00 ' 31335.000 18900.00 456.64 2.41 -.38 .00 953.24 377.00 ' 31335.000 21300.00 457.83 1.19 -.10 .00 1022.21 377.00 ' 31335.000 36200.00 461.47 3.64 .06 .00 1156.00 377.00 ' 32150.000 13300.00 456.60 .00 2.36 .00 242.69 170.00 - ' 32150.000 18900.00 456.99 .40 .35 .00 253.67 170.00 32150.000 21300.00 457.91 .92 .08 .00 375.99 170.00 32150.000 36200.00 461.35 3.44 -.12 .00 2053.18 170.00 32200.000 13300.00 456.50 .00 -.10 .00 153.82 50.00 32200.000 18900.00 456.80 .30 -.20 .00 156.84 50.00 - 32200.000 21300.00 457.71 .91 -.21 .00 165.96 50.00 32200.000 36200.00 460.56 2.85 -.79 .00 202.51 50.00 32230.000 13300.00 456.54 .00 .04 .00 154.20 50.00 32230.000 18900.00 456.98 .44 .18 .00 158.65 50.00 32230.000 21300.00 457.91 .93 .20 .00 168.00 50.00 - ` 32230.000 36200.00 463.79 5.88 3.23 .00 823.63 50.00 ' 32250.000 9400.00 457.58 .00 1.05 .00 290.55 1.00 32250.000 13200.00 459.11 1.52 2.13 .00 951.58 1.00 32250.000 14900.00 460.31 1.20 2.40 .00 1263.17 1.00 32250.000 36200.00 466.42 6.11 2.63 .00 2913.10 1.00 ' 32305.000 9400.00 457.39 .00 -.19 .00 264.81 55.00 • 32305.000 13200.00 458.94 1.55 -.17 .00 320.89 55.00 • 32305.000 14900.00 460.15 1.21 -.16 .00 506.02 55.00 32305.000 36200.00 466.45 6.30 .03 .00 3881.69 55.00 - • 32725.000 9400.00 458.54 .00 1.15 .00 721.03 420.00 ' 32725.000 13200.00 460.23 1.69 1.29 .00 1427.19 420.00 ' 32725.000 14900.00 461.24 1.01 1.10 .00 2160.90 420.00 ' 32725.000 36200.00 466.62 5.38 .18 .00 3912.75 420.00 33145.000 9400.00 458.88 .00 .34 .00 372.01 420.00 33145.000 13200.00 460.51 1.63 .28 .00 401.68 420.00 ' 33145.000 14900.00 461.44 .93 .20 .00 500.04 420.00 33145.000 36200.00 466.70 5.27 .08 .00 3714.41 420.00 33470.000 9400.00 459.10 .00 .22 .00 296.32 325.00 33470.000 13200.00 460.79 1.69 .27 .00 517.61 325.00 33470.000 14900.00 461.72 .93 .28 .00 559.63 325.00 33470.000 36200.00 466.78 5.06 .08 .00 2537.00 325.00 34260.000 9400.00 459.83 .00 .73 .00 420.45 790.00 34260.000 13200.00 461.66 1.83 .87 .00 568.51 790.00 - 34260.000 14900.00 462.54 .89 .82 .00 596.93 790.00 34260.000 36200.00 467.04 4.50 .26 .00 1845.00 790.00 1 16JUL99 08:28:02 SECNO Q CWSEL DIFWSP DIFWSX DIFXSS TOPWID XLCH ' 34850.000 9400.00 460.00 .00 .17 .00 132.05 590.00 * 34850.000 13200.00 461.74 1.74 .09 .00 155.47 590.00 ' 34850.000 14900.00 462.56 .82 .02 .00 176.52 590.00 - ' 34850.000 36200.00 467.42 4.85 .38 .00 1575.00 590.00 PAGE 32 PAGE 33 PAGE 34 34950.000 9400.00 460.23 .00 .23 .00 131.76 100.00 34950.000 13200.00 462.49 2.25 .75 .00 1172.02 100.00 * 34950.000 14900.00 463.65 1.16 1.09 .00 1702.77 100.00 34950.000 36200.00 467.87 4.22 .46 .00 1955.00 100.00 * 35700.000 9400.00 461.58 .00 1.34 .00 667.16 750.00 * 35700.000 13200.00 463.65 2.07 1.16 .00 1740.21 750.00 * 35700.000 14900.00 464.39 .74 .73 .00 1863.13 750.00 35700.000 36200.00 468.31 3.92 .44 .00 2508.35 750.00 _ * 36250.000 9400.00 462.13 .00 .55 .00 724.58 550.00 * 36250.000 13200.00 464.03 1.90 .38 .00 1008.18 550.00 * 36250.000 14900.00 464.69 .66 .30 .00 1361.70 550.00 * 36250.000 36200.00 468.50 3.81 .19 .00 2437.57 550.00 * 36970.000 10000.00 461.85 .00 -.28 .00 275.16 720.00 - * 36970.000 13800.00 463.87 2.03 -.15 .00 1026.83 720.00 * 36970.000 15600.00 464.59 .72 -.10 .00 1239.68 720.00 * 36970.000 36200.00 468.60 4.01 .10 .00 1461.16 720.00 * 37600.000 10000.00 462.83 .00 .98 .OD 1072.09 630.00 * 37600.000 13800.00 464.61 1.79 .74 .00 1169.22 630.00 - * 37600.000 15600.00 465.24 .62 .65 .00 1178.52 630.00 * 37600.000 36200.00 469.11 3.87 .51 .00 1403.14 630.00 37600.000 10000.00 462.90 .00 .07 .00 850.91 200.00 37800.000 13800.00 464.65 1.75 .04 .00 1021.34 200.00 37800.000 15600.00 465.27 .62 .03 .00 1036.73 200.00 37800.000 36200.00 469.13 3.86 .02 .00 1246.26 200.00 37990.000 10000.00 462.94 .00 .04 .00 687.36 190.00 37990.000 13800.00 464.69 1.76 .04 .00 855.33 190.00 37990.000 15600.00 465.31 .62 .04 .00 904.65 190.00 37990.000 36200.00 469.19 3.88 .06 .00 1193.82 190.00 38050.000 10000.00 463.01 .00 .07 .00 743.05 60.00 38050.000 13800.00 464.76 1.75 .07 .00 885.82 60.00 38050.000 15600.00 465.38 .62 .07 .00 935.14 60.00 38D50.000 36200.00 469.28 3.91 .09 .00 1220.64 60.00 - 38200.000 10000.00 463.04 .00 .03 .00 845.40 150.00 38200.000 13800.00 464.80 1.77 .04 .00 987.32 150.00 38200.000 15600.00 465.43 .62 .05 .00 1004.32 150.00 38200.000 36200.00 469.40 3.97 .11 .00 1267.92 150.00 1 - 16.NL99 08:2B:D2 SECNO Q CWSEL DIFWSP DIFWSX DIFWSS TOPWID %LCH 38550.000 10000.00 463.21 .00 .17 .00 798.42 350.00 - 38550.000 13800.00 464.96 1.75 .16 .00 863.60 350.00 38550.000 15600.00 465.58 .62 .15 .00 885.26 350.00 38550.000 36200.00 469.59 4.01 .19 .00 1264.32 350.00 39290.000 10000.00 463.58 .00 .37 .00 615.27 740.00 39290.000 13800.00 465.29 1.72 .33 1.72 704.00 740.00 39290.000 15600.00 465.91 .62 .33 2.33 704.00 740.00 39290.000 36200.00 470.01 4.10 .42 6.43 704.00 740.00 * 39440.000 10000.00 463.39 .00 -.19 .00 253.73 150.00 * 39440.000 13800.00 465.00 1.61 -.29 1.61 411.68 150.00 _ * 39440.000 15600.00 465.59 .59 -.32 2.20 443.17 150.00 * 39440.000 36200.00 469.55 3.96 -.46 6.16 593.00 150.00 * 39490.000 10000.00 464.22 .00 .83 .00 349.87 50.00 * 39490.000 138DO.00 466.06 1.84 1.05 1.84 389.97 50.00 * 39490.000 15600.00 466.71 .65 1.11 2.49 403.95 50.00 _ * 39490.000 36200.00 470.99 4.28 1.44 6.77 478.55 50.00 39540.000 9900.00 464.05 .00 -.16 .00 467.92 50.00 39540.000 13700.00 465.92 1.86 -.14 1.86 567.39 50.00 39540.000 15400.00 466.59 .67 -.12 2.54 603.32 50.00 39540.000 36200.OD 471.03 4.44 .04 6.98 700.00 50.00 39940.000 9900.00 464.70 .00 .64 .00 497.72 400.00 39940.000 13700.00 466.57 1.87 .65 1.87 609.96 400.00 39940.000 15400.00 467.24 .67 .65 2.54 617.80 400.00 39940.000 36200.00 471.83 4.59 .80 7.13 796.37 400.00 - 40650.000 6600.00 465.78 .00 1.09 .00 582.50 700.00 40650.000 9100.00 467.65 1.86 1.08 1.86 790.91 700.00 40650.000 10200.00 468.30 .66 1.06 2.52 830.51 700.00 40650.000 36200.00 473.10 4.80 1.20 7.32 1035.87 700.00 48000.000 5300.00 468.74 .00 2.96 .00 1286.98 7350.00 - 48000.000 8000.00 470.19 1.45 2.54 1.45 1490.60 7350.00 48000.000 9800.00 470.77 .59 2.47 2.03 1546.92 7350.00 * 48000.000 36200.00 476.46 5.68 3.35 7.72 1778.86 7350.00 51350.000 4000.00 469.51 .00 .77 .00 653.32 3350.00 * 51350.000 7000.00 471.35 1.84 1.16 1.84 1384.47 3350.00 - 51350.000 9400.00 472.03 .69 1.26 2.53 1441.45 3350.00 51350.000 36200.00 477.64 5.60 1.18 8.13 2462.77 3350.00 PAGE 34 53350.000 4000.00 PROFILE. 469.79 .00 .28 .00 330.80 WARNING SECNO. 2000.00 53350.000 7000.00 WARNING SECNO= 471.83 PROFILE= 2.04 .48 2.04 1397.48 2 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE 2000.00 • 53350.000 9400.00 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 472.59 30027.000 .77 .56 2.80 2214.81 PROFILE= 2000.00 • 53350.000 36200.00 PROFILE= 478.04 WARNING SECNO. 5.45 .41 8.26 4234.34 30958.000 2000.00 1 - WARNING SECNO= 30958.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SRCNO= 30958.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO. 31335.000 16JUL99 08:28:02 CAUTION SECNO= 31335.000 PROFILE. 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 31335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE - SECNO Q PROFILE. CWSEL DIFWSP DI FWSX DIPEWS TOPWID ELCH . 55590.000 4000.00 1 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE 470.14 32150.000 .00 .35 .00 88.80 PROFILE. 2240.00 • 55590.000 7000.00 PROFILE. 472.34 WARNING SECNO. 2.20 .51 2.20 1170.48 32305.000 2240.00 55590.000 9400.00 32305.000 473.26 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .92 .67 3.13 1416.06 WARNING SECNO. 2240.00 • 55590.000 36200.00 WARNING SECNO= 478.52 PROFILE. 5.25 .47 8.38 2314.02 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2240.00 - 56940.000 4000.00 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 470.89 33145.000 .00 .75 .00 169.99 PROFILE- 1350.00 56940.000 7000.00 PROFILE= 473.52 1 2.63 1.18 2.63 878.98 08:28:02 1350.00 56940.000 9400.00 34850.000 474.51 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .98 1.24 3.62 1475.58 WARNING SECNO. 1350.00 56940.000 36200.00 WARNING SECNO. 479.38 PROFILE. 4.88 .86 8.49 2587.57 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1350.00 - 1 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 35700.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 16JUL99 08:28:02 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. I 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 CHANCE 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 SRCNO= 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 CHANCE 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 1 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 PAGE 35 PAGE 36 PAGE 37 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 SSCNO= 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 u 11 D LJ 1 Corrected Effective Floodplain / Floodway aaaaaaaAA+f lxxlRlf xalaAf of of if ifff ff if if 111! + HEC -2 WATER SURFACE PROFILES + version 4.6.2; May 1991 + RUN DATE 22JUNO2 TIME 15:23:16 + AARaia. iRi iR RAl xliaYYarR44YY X X XXXXXXX XXXXX XXXXX X X x X X x X - x X x X x XXYYYXY XXXX X XXXXX XXXXX X x X x x X X X X x X X X XYXXYYX xxxxx XXXXYYY 1 Project Contacts: Steven Galloway, Dan Grant, Bill Pembroke 22JUNO2 15:23:16 THIS IS THE CORRECTED EFFECTIVE PLOODPLAIN / FLOODWAY MODEL. rflrfxf4rf11rrefflruflfif : lfflf ffRif Rfffsf1111R11RRi *ixiAiiiA PAGE 1 THIS RUN EXECUTED 22JUNO2 15:23:16 R1fiRiiiitlRRxiilui «ir.A. xx.x #x {rrr HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 tR U i<i<uflf liRRU iRRi aitaaif xa Araar if<f <r1 a Raiifiiia.aaiiiila +R ixAAiaaaal.xAAxaa.! KRA file DCFWCOR.DAT JUNE 2002 Corrected Effective 100 -Year Floodplain / Floodway Model Based on the FEMA Effective 100 -Year Model KRA revised cross sections 37600 through 38550 Project Contacts: Steven Galloway, Dan Grant, Bill Pembroke THIS IS THE CORRECTED EFFECTIVE PLOODPLAIN / FLOODWAY MODEL. rflrfxf4rf11rrefflruflfif : lfflf ffRif Rfffsf1111R11RRi *ixiAiiiA T1 DENTON CREEK - SCHREIBER TRACT CORRECTED EFFECTIVE 7/99 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIE W/ FLOODWAY T3 DENTON CREEK, TEXAS FILE: DCFWCOR.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q HEEL FQ 0 4 0 0 0 0 0 0 453.5205 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE J3 VARIABLE CODES FOR SUMMARY PRINTOUT - 110 115 150 200 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NU"ERS* * * * * * ** -10 -10 - 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. QT B 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 60D 455.6 700 452.9 800 450.4 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 OR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 1 22JMO2 15:23:16 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 - GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 GR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 OR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 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 i## x{{ Y{ RYffifff4l!<!<11 <t1t {<RR*f4ifff * U.S. ARMY CORPS OF ENGINEERS ' * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 ' RR xx iix.ax x#AxxYYYY iff {f 11if 1Ri.xxA.aRi 900 1400 1900 2400 PAGE 2 2670 3100 3620 4100 4600 900 Page I of 18 Corrected Effective Floodplain / Floodway OR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 OR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 OR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2400 OR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 OR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 457.8 3230 OR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 457.1 3515 OR 457.1 3540 456 3555 456 3590 459.6 3600 457.7 4360 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 32 NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 .055 ME 5200 1060.0 436.76 1113.0 436.76 1188.0 OR 450.0 1241.0 455.0 NOTE: OR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY -DAVIS PIS UPDATE 1286.0 458.7 1304.0 CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AHRA. 455.0 1407.0 450.0 1444.0 436.2 ET 2619. 5200. 2.1 OR 450.0 7.1 2619.58 3200. 457.5 1585.0 X1 26830 42 2619.58 3100 1030 960 1010 OR 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 OR 452.8 1500 452.8 1600 452.4 1700 453.2 1800 453.1 1900 OR 453.3 2000 454.2 2100 454.4 2200 455.3 2300 456 2400 OR 455.9 2500 457.6 2600 457.35 2619.58 436.74 2702 436.74 2738 OR 456.91 2818.65 457.8 2900 451.6 3000 448.7 3005 436.3 3027 OR 436.5 3062 452 3100 454 3200 452 3230 452 3290 OR 452.0 3500 452 3650 452.0 3920 456.3 4000 460 4250 OR 461.9 5100 465 5200 455.0 1011.0 450.0 1038.0 436.90 1090.0 AHRA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268+80 THEO 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 CWSRL 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 OR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 1113.0 436.76 1188.0 OR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 OR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 OR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 1634.0 456.0 1666.0 1 22UUNO2 15:23:16 PAGE 3 OR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 453.8 2084.0 OR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 OR 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 OR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 1137.0 OR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 459.0 1308.0 OR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 453.0 1420.0 OR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 1808.0 448.5 1909.0 OR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 450.0 2460.0 OR 452.0 2505.0 455.0 2607.0 459.0 265B.0 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 OR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 OR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 OR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 OR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 OR 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 OR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 OR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 OR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION FIE 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 OR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 OR 450.0 1253.0 455.0 1275.0 458.0 128610 458.0 1371.0 459.0 1426.0 OR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 OR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 OR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 OR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 OR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 OR 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 Page 2 of 18 Corrected Effective Floodplain / Floodway Xl 27992 42.0 1041.0 1543.0 213 309 244 OR 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.D 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 OR 455.0 1572.0 451.0 1600.0 450.0 1609.D 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 1 22JUNO2 15:23:16 PAGE 4 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 2074.0 .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 OR 436.6 1293.0 438.9 132B.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 OR 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 .05 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 NH 1605.0 .040 1842.0 .D35 2384.0 .04D 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.D 437.6 1518.0 436.3 1536.0 OR 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 OR 450.0 1735.0 449.0 1782.0 448.0 1822.D 446.6 1842.0 446.6 2384.0 GR 448.0 2447.0 449.0 2490.0 450.0 2522.D 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 NS 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 OR 459.0 1564.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 OR 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 1 22JMO2 15:23:16 PAGE 5 GR 450.0 2253.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 OR 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 OR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 NH 1D .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 ET 7.1 1168.0 2590.89 X1 29651 48.0 1168.0 1615.0 600 404 527 GR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 OR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 GR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 OR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 Page 3 of 18 Corrected Effective Floodplain / Floodway GR 455.0 1625.0 450.0 1670.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 GR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 OR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 _ OR 457.0 2558.0 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 OR 459.0 2604.0 459.0 2772.0 460.0 2777.0 NH 10 .05 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 NH 1654.0 .040 1770.0 .035 2090.0 .045 2396.0 .075 2434.0 .045 NH 2771.0 _ ET 7.1 1147.0 2421.32 X1 29831 47 1147.0 1570.0 171 197 180 OR 462.0 1147.0 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 OR 438.14 1296.0 450.0 1343.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 OR 460.0 1421.0 459.0 1444.0 455.0 1462.0 450.0 1460.0 439.3 1498.0 OR 439.3 1518.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 - OR 459.8 1586.0 455.0 1607.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 OR 449.0 1735.0 447.9 1770.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 GR 457.0 2139.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 OR 458.0 2388.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 OR 459.0 2434.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 GR 458.0 2763.0 460.0 2771.0 - APPROXIMATE LOCATION PIS SECTION 305 +70 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 ET 7.1 1128.0 2140.64 1 --- 22JUNO2 15:23:16 PAGE 6 X1 30027 34 1128.0 1525.0 148 299 196 OR 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 OR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 OR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 OR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 GR 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 OR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 OR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 - NH 9 .05 1095.0 .04 1225.0 .065 1320.0 .04 1377.0 .07 NH 1668.0 .045 1694.0 .07 1951.0 .045 1977.0 .07 2150.0 ET 7.1 1045.0 1994.78 X1 30384 46.0 1045.0 1447.0 371 410 357 OR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.14 1142.0 GR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 i OR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 OR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 OR 460.0 1504.0 460.0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 OR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 OR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 OR 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 _ OR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 OR 460.0 2150.0 APPROXIMATE LOCATION PIS SECTION 312 +30 NH 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 NH 1469 .045 1496 .07 1601 .040 1831 .045 1895 0.07 NH 2395 ET 7.1 1014 2149.69 X1 30604 49 1014 1350 269 319 220 OR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 OR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 _ OR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 OR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 OR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 OR 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 OR 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 GR 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 _ OR 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 OR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 NR 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 NH 2157 .0450 2173 .0700 2504.0 ET 7.1 1048.0 2300.64 X1 30958 33 1048.0 1285.0 303 302 354 GR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 OR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 GR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 OR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 - GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 OR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 OR 457.0 2232.0 459.0 2380.0 461.0 2504.0 1 22JUNO2 15:23:16 PAGE 7 NH 7.D .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 NH 2103.0 .0450 2124.0 .0700 2193.0 ET 7.1 1037.0 2171.32 X1 31335 32 1037.0 1204.0 377 344 377 - OR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 OR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 Page 4 of 18 Corrected Effective Floodplain / Floodway GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 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. 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. 32B0. 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 349B. 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. 1 -' 22 JllNO2 15:23:16 PAGE 8 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 S. 14900. 14900. 14900. 14900. 14900. 14900. 14900. 14900. NC 0.055 0.055 D.D45 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. 452. 4350. 453.5 4380. 457.5 4400. 458. 4520. 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 NN 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. Page 5 of 18 Corrected Effective Floodplain / Floodway OR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. OR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. OR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. OR 464. 3875. 465. 3890. 470. 3960. _ 1 22JNNO2 15:23:16 PAGE 9 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. OR 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. OR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 OR 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. OR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. OR 450. 1825. 445. 1835. 440. 1848. 439. 1852. 438.4 1862. OR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. OR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. OR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. OR 462. 3510. 470. 3560. 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. OR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 OR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. OR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. OR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. OR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. OR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1628. OR 456.2 1650. 454. 1670. 454. 1745. 456.2 1765. 458. 1785. OR 460. 1815. 460. 1965. 458. 2005. 458. 2065. 460. 2100. OR 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. OR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 OR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. OR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. OR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. OR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. OR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. OR 461. 1620. 461. 1825. 462. 1830. 466. 1845. MH 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. _ OR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. OR 462.0 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. OR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. OR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1470. OR 462. 1484. 464. 1533. 465. 1548. 466. 1560. 467. 1575. 1 _ 22JUNO2 15:23:16 PAGE 10 ET 0. 0.0 0.0 0.0 7.1 660. 1520. NH S. .050 355. .055 1005. .060 1310. .045 1520. .055 _ NH 1575. X1 34950. 28. 1310. 1520. 110. 90. 100. OR 470. -380. 465. -380. 464. -260. 463. -240. 463. -70. OR 463.48 0- 463. 62. 462. 190. 461. 355. 461. 1005. OR 462. 1038. 463. 1210. 464. 1270. 464.3 1310- 460. 1338. OR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. OR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. GR 464. 1520. 466. 1560. 467. 1575. ET 0. 0.0 0.0 0.0 7.1 2700 3400 NH S. .050 137D. .055 2057. .060 3106. .045 3233. .055 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 OR 470.00 1000 468.00 1250 465.60 1370 463.20 1754 462.20 1940 OR 463.10 2057 462.00 2127 460.40 2331 460.40 2471 462.00 2524 OR 462.00 2962 460.00 3106 458.00 3127 450.00 3153 444.00 3158 - OR 439.50 3188 444.00 3219 450.00 3223 460.00 3233 462.00 3273 OR 462.50 3303 460.30 3348 462.00 3401 464.00 3426 467.00 3428 OR 467.20 3549 468.00 3678 469.00 3815 470.00 3957 472.00 4220 ET 0. 0.0 0.0 0.0 7.1 2825 3525 NH 5. .060 2260. .055 2720. .060 3028. .045 3170. .040 MR 3550. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO Page 6 of 18 Corrected Effective Floodplain / Floodway OR 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 OR 472.00 1000 470.00 1000 468.00 1150 467.30 1500 467.00 2100 OR 464.00 2140 464.80 2260 462.00 2460 460.70 2500 460.70 2600 OR 464.70 2720 464.00 2903 462.00 2965 460.00 2993 458.00 3028 OR 450.00 3051 444.00 3055 439.80 3086 444.00 3116 450.00 3123 OR 460.00 3138 462.00 3150 462.00 3170 448.00 3250 448.00 3470 OR 463.00 3495 463.00 3505 468.00 3550 472.00 3550 QT B. 15600. 15600. 15600. 15600. 15600. 15600. 15600. 15600. ET 0. 0.0 0.0 0.0 7.1 2900. 3835. NO .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. LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOGO. RES /DAI 12/98 EXIS. POND IN RT. OVERBANK X1 36970. 36. 2900. 3060. 600. 600. 720. OR 483. 1000. 477.5 1050. 475. 1200. 475. 1430. 470. 2330, OR 466. 2530. 462. 2620. 462. 2750. 463.5 2800. 462. 2850. OR 465. 2900. 458. 2930. 453.5 2930. 444. 2930. 440. 2937. OR 442.7 2970. 450.6 2975. 454. 2985. 456. 2990. 462. 3060. OR 463.3 3200. 462. 3300. 462. 3400. 464. 3430. 464.5 3570. OR 463.0 3645. 460. 3658. 457. 3690. 457. 3730. 460. 3765. OR 463.0 3790 465. 3815. 468.5 3835. 469. 3960. 469. 3990. 1 22JUNO2 15:23:16 PAGE 11 OR 473. 4070. Begin KRA Modification Changes to Cross Section data based on 1992 Aerial topo ET 7.1 1780 2710 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 OR 468 1601 468 1601 466 1628 464 1669 462 1876 OR 460 1924 455 2038 450 2058 445 2065 440 2105 OR 445 2120 460 2160 460 2400 460 2400 461 2570 _ OR 462 2610 461 2650 458 2680 452 2700 452 2730 OR 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 KRA 8/99 X1 37800 24 2024 2185 70 100 200 GR 470 1046 468 1392 466 1422 464 1470 462.3 1660 OR 464 1892 464 2024 462 2032 460 2042 450 2068 GR 445 2077 440 2100 445 2125 450 2135 460 2185 _ OR 461 2215 457 2260 451 2280 451 2360 457 2380 OR 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 12/14/90 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KRA 8/99 X1 37990 2B 2133 2260 210 280 190 OR 468 1425 466 1498 464 1586 462 1778 464 1897 GR 466 2018 466 2090 464 2133 462 2142 460 2155 OR 450 2170 444 2175 441 2200 444 2208 450 2220 OR 460 2250 462 2260 462 2260 462 2320 459 2345 OR 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 TORO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KRA 8/99 X1 38050 31 2089 2260 60 60 60 OR 468 1509 466 1545 464 1567 462 1590 462 1809 OR 464 1893 466 1987 468 2072 469 2089 466 2118 OR 464 2130 462 2140 460 2148 450 2176 444 2180 OR 441 2200 444 2208 450 2220 460 2250 462 2260 OR 462 2260 462 2320 459 2345 457 2365 451 2385 GR 451 2480 457 2505 459 2540 464 2575 464 2595 OR 473 2595 1 22,7UNO2 15:23:16 PAGE 12 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 OR 460 1555 466 1583 464 1627 462 1666 460 1741 OR 460 1847 462 1876 464 1951 466 2018 468 2065 Page 7 of 18 Corrected Effective Floodplain / Floodway OR 468 2117 460 2135 450 2157 444 2163 441 2185 OR 444 2200 450 2215 460 2255 462 2270 462 2295 OR 462 2330 457 2375 451 2395 451 2410 457 2425 OR 464 2465 464 2480 457 2530 451 2550 451 2570 OR 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 KRA 8/99 X1 38550. 36 2103 2225 340 330 350 GR 468 1415 466.3 1521 468 1580 469 1614 468 1659 OR 466 1688 464 1730 462 1754 460 1774 460 1901 OR 462 1919 464 1964 466 2027 468 2069 468 2103 OR 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 OR 457 2575 459 2595 462 2610 462 2610 463 2620 OR 473 2620 End KRA Modification NC RECORD AND INEFFECTIVE FLAW (ET RECORD) ADDED FOR S.N. 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 OR 460 1328 462 1359 464 1404 466 1430 466 1506 OR 460 1537 450 1553 445 1565 441.88 1580 445 1600 OR 450 1615 460 1675 460 1710 458 1750 458 1950 OR 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. 4BO. 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. 1 22JUNO2 15:23:16 PAGE 13 OR 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 MR 6 .05 1090 .05 2380 .055 3760 .045 4670 .05 MH 4950 .055 6200 ET 3880 4505 2.1 7.1 3887.8 4447.8 Xi 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 OR 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 OR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 OR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 OR 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 NN 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 OR 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 OR 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 OR 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 OR 464.0 1740 470.0 1780 472 1930 474 2010 Page 8 of 18 Corrected Effective Floodplain / Floodway QT B 10200 10200 10200 10200 10200 10200 10200 10200 NC RECORD ADDED FOR S.H. 121 NC .1 .3 HE 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 ET 7.1 4546.9 5045.9 1 22JUNO2 15:23:16 PAGE 14 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 4B10 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 IBSO 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 8 9400 9400 9400 9400 9400 9400 9400 9400 NH 6 .05 1400 .05 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 1 22JW02 15:23:16 PAGE 15 GR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 HE 4630 .06 4800 ET 7.1 3665 4415 XI 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 1 22JUNO2 15:23:16 PAGE 16 T1 DENTON CREEK - SCHREIBER TRACT CORRECTED EFFECTIVE 7/99 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE PIS 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 NPROP IPLOT PRFVS XSECV XSECH FN ALLDC IRW CHNIM ITRACE Page 9 of 18 Corrected Effective Floodplain / Floodway 1 15 0 -1 22JUNO2 15:23:16 PAGE 17 r rwwwwu rrrruru rrrrrrrrrrrrr • rrrru HEC -2 WATER SURFACE PROFILES version 4.6.2; May 1991 wwrrwwwww wwwrrwr• wr wwr*r• THIS RUN EXECUTED 22JUNO2 15:23:17 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 ED TOPWID QLOB QCH GROB 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 26680.000 454.71 .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 .OD .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 1 22JUNO2 15:23:16 PAGE 18 SECNO CWSEL DIFKWS ED TOPWID QLOB QCH GROB PERENC STENCL STCHL STCHR STENCR _ * 28890.000 455.65 .00 455.78 1077.66 .DO 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 r 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 30364.000 457.07 .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 Page 10 of 18 Corrected Effective Floodplain / Floodway 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 .r 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 1 22JUNO2 15:23:16 PAGE 19 SECNO CWSEL OIFKWS EG TOPWID QLOB QCN QROB PERENC STENCL STCHL STCHR STENCR 34260.000 462.54 .00 462.70 596.93 1.75 14898.25 .00 .00 .00 868.00 1520.00 .00 34260.000 462.84 .30 462.98 599.64 .00 14900.00 .00 612.00 868.00 868.00 1520.00 1480.00 " 34850.000 462.56 .00 463.68 176.52 .00 14900.00 .00 .00 .00 1310.00 1533.00 .00 ' 34850.000 463.03 .47 464.06 181.77 .00 14900.00 .00 840.00 660.00 1310.00 1533.00 1500.00 ' 34950.000 463.65 .00 463.97 1702.77 4532.32 10367.68 .00 .00 .00 1310.00 1520.00 .00 34950.000 463.85 .20 464.34 806.21 2706.52 12193.48 .00 860.00 660.00 1310.00 1520.00 1520.00 - ' 35700.000 464.39 .00 464.63 1863.15 4424.75 9735.34 739.91 .00 .00 3106.00 3233.00 .00 • 35700.000 464.81 .42 465.23 700.00 1995.43 11890.42 1014.15 700.00 2700.00 3106.00 3233.00 3400.00 " 36250.000 464.69 .00 464.75 1362.09 786.99 3808.68 10304.33 .00 .00 3028.00 3170.00 .00 " 36250.000 465.31 .62 465.37 700.00 330.82 3933.59 10635.59 700.00 2825.00 3028.00 3170.00 3525.00 " 36970.000 464.59 .00 465.03 1239.73 1035.35 10544.68 4019.98 .00 .00 2900.00 3060.00 .00 ' 36970.000 465.22 .63 465.62 916.26 .00 10628.39 4971.61 935.00 2900.00 2900.00 3060.00 3835.00 37600.000 465.28 .00 465.38 1087.29 392.06 9313.90 5894.04 .00 .00 1876.00 2160.00 .00 " 37600.000 465.84 .56 465.93 930.00 321.65 9628.28 5650.07 930.00 1780.00 1876.00 2160.00 2710.00 37800.000 465.29 .00 465.45 1015.96 B72.8B 7107.08 7620.04 .00 .00 2024.00 2185.00 .00 37800.000 465.85 .56 465.99 800.00 850.21 7056.29 7693.50 800.00 1630.00 2024.00 2185.00 2430.00 37990.000 465.35 .00 465.57 918.84 794.33 6486.30 8319.37 .00 .00 2133.00 2260.00 .00 37990.000 465.89 .54 466.10 738.99 774.03 6474.23 8351.74 820.00 1700.00 2133.00 2260.00 2520.00 38050.000 465.45 .00 465.60 883.50 1046.67 5137.44 9415.88 .00 .00 2089.00 2260.00 .00 38050.000 465.96 .52 466.13 696.95 762.16 5364.43 9473.40 830.00 1700.00 2089.00 2260.00 2530.00 38200.000 465.52 .00 465.66 925.62 1774.58 6980.26 6845.16 .00 .00 2117.00 2270.00 .00 38200.000 466.04 .52 466.19 746.60 1332.61 7255.67 7011.72 849.00 1751.00 2117.00 2270.00 2600.00 38550.000 465.65 .00 465.78 831.17 1547.01 5861.54 8191.45 .00 .00 2103.00 2225.00 .00 38550.000 466.16 .52 466.30 723.92 1176.20 5860.08 8563.73 800.00 1810.00 2103.00 2225.00 2610.00 39290.000 465.96 .00 466.14 627.21 169.36 9035.09 6395.56 704.00 1360.00 1506.00 1675.00 2064.00 39290.000 466.45 .49 466.61 704.00 221.20 8822.63 6556.17 704.00 1360.00 1506.00 1675.00 2064.00 " 39440.000 465.63 .00 466.82 444.91 350.92 14331.59 917.49 593.00 3921.00 4040.00 4150.00 4514.00 ' 39440.000 466.17 .55 467.19 473.99 483.27 13905.95 1210.78 593.00 3921.00 4040.00 4150.00 4514.00 ' 39490.000 466.77 .00 467.14 405.27 1021.36 14578.64 .00 625.00 3880.00 4030.00 4310.00 4505.00 " 39490.000 467.10 .34 467.45 404.91 1049.83 14550.17 .00 560.00 3887.80 4030.00 4310.00 4447.80 _. 39540.000 466.66 .00 467.37 607.14 732.56 12447.68 2219.76 700.00 3900.00 4040.00 4150.00 4600.00 39540.000 466.88 .22 467.80 394.86 119.86 13786.63 1493.52 476.14 3989.26 4040.00 4150.00 4465.40 39940.000 467.24 .00 467.92 617.79 1757.17 11338.15 2304.68 .00 .00 1420.00 1500.00 .00 39940.000 467.65 .41 468.44 400.00 1389.75 12148.47 1861.78 400.00 1280.00 1420.00 1500.00 1680.00 - 1 22JUNO2 15:23.16 PAGE 20 SECNO CWSEL DIPKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 40650.000 468.30 .00 468.52 830.27 1123.00 6814.56 2262.44 .00 .00 4730.00 4815.00 .00 40650.000 468.82 .53 469.08 499.00 894.18 7233.67 2072.16 499.00 4546.90 4730.00 4815.00 5045.90 48000.000 470.71 .00 470.80 1540.86 3519.66 4240.43 2039.91 .00 .00 2370.00 2445.00 .00 48000.000 471.20 .49 471.29 1300.00 3549.52 4247.08 2003.40 1300.00 1739.00 2370.00 2445.00 3039.00 51350.000 472.01 .00 472.09 1439.33 2844.88 6550.71 4.41 .00 .00 4160.00 4515.00 .00 Page 11 of 18 Corrected Effective Floodplain / Floodway ' 51350.000 ELLC 472.54 Q .53 472.69 CRIWS 600.00 688.76 VCH 8711.24 .01K .00 600.00 434.40 3915.00 20600.00 4160.00 453.52 4515.00 .00 4515.00 ' 53350.000 9.06 472.57 3000.97 .00 472.69 .00 2190.29 3187.05 6147.58 65.36 454.78 .00 7.98 .00 5570.00 7292.26 5670.00 .00 .00 ' 53350.000 20600.00 473.31 453.97 .74 473.47 454.44 891.80 5.25 2473.50 3742.11 6926.50 .00 .00 1200.00 .00 4470.00 5570.00 5670.00 454.95 5670.00 ' 55590.000 5.30 473.25 9501.79 .00 473.68 436.30 1413.43 21300.00 1871.00 454.69 7508.05 .00 20.95 438.14 .00 5.48 .00 4250.00 .00 4340.00 436.30 .00 ' 55590.000 474.10 3640.58 .85 474.61 30604.000 595.02 6.06 1100.51 6911.18 8299.49 .00 .00 750.00 21300.00 3590.00 454.71 4250.00 .00 4340.00 16.45 4340.00 56940.000 4341.02 474.50 .00 .00 474.79 220.00 1467.87 .00 2738.14 438.55 6634.34 455.73 27.52 10.59 .00 5155.39 .00 4135.00 .00 4415.00 5.12 .00 56940.000 455.24 475.41 .00 .91 475.72 3.89 631.03 8518.81 2403.14 .00 6996.86 436.10 .00 750.00 458.04 3665.00 3.64 4335.00 455.89 4415.00 3.01 4415.00 1 12267.11 .00 .00 435.60 .00 21300.00 455.35 .00 455.43 .00 2.48 1.99 9814.38 13531.77 .00 .00 435.60 11625.05 21300.00 22JUNO2 15:23:16 .00 455.95 438.55 2.08 1.69 10657.26 14769.19 .00 .00 435.20 21300.00 455.42 3733.31 .00 455.49 PAGE 21 2.13 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO 25530.000 .00 25530.000 .00 25770.000 240.00 25770.000 240.00 26830.000 1010.00 26830.000 1010.00 26880.000 50.00 26BB0.000 50.00 27165.000 284.00 ' 27165.000 284.00 27449.000 284.00 27449.000 284.00 -- 27748.000 299.00 27748.000 299.00 27992.000 244.00 27992.000 244.00 28168.000 176.00 28168.000 176.00 28492.000 324.00 28492.000 324.00 28720.000 228.00 28720.000 228.00 ' 28890.000 170.00 ' 28890.000 170.00 29124.000 234.00 29124.000 234.00 29651.000 527.00 29651.000 527.00 29831.000 180.00 29831.000 180.00 ' 30027.000 196.00 30027.000 196.00 ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 -KS VCH AREA .01K .00 .00 434.40 20600.00 453.52 .00 454.25 9.06 6.86 3000.97 6843.65 .00 .00 434.40 20600.00 454.11 .00 454.78 PAGE 7.98 6.56 3141.22 7292.26 .00 .00 434.60 Q 20600.00 CWSEL 453.97 EG .00 454.44 VCH 5.25 5.50 3742.11 8992.90 .00 .00 434.60 .00 20600.00 454.51 .00 454.95 .00 4.70 5.30 3890.40 9501.79 .00 .00 436.30 4597.06 21300.00 454.69 .00 455.09 438.14 7.89 5.48 5477.10 7583.05 .00 .00 436.30 21300.00 455.08 3640.58 .00 455.64 30604.000 9.50 6.06 3677.15 6911.18 .00 .00 436.20 21300.00 21300.00 457.42 454.71 .00 .00 455.17 16.45 7.62 5.53 4341.02 7717.00 .00 .00 436.20 220.00 21300.00 .00 455.38 438.55 .00 455.73 10.59 4.94 5155.39 6546.34 .00 .00 436.10 5.12 21300.00 455.24 ' 30958.000 .00 455.35 3.89 3.07 8518.81 10794.94 .00 .00 436.10 21300.00 458.04 455.80 3.64 .00 455.89 7850.71 3.01 2.71 9315.63 12267.11 .00 .00 435.60 .00 21300.00 455.35 .00 455.43 .00 2.48 1.99 9814.38 13531.77 .00 .00 435.60 11625.05 21300.00 455.89 .00 455.95 438.55 2.08 1.69 10657.26 14769.19 .00 .00 435.20 21300.00 455.42 3733.31 .00 455.49 * 31335.000 1.97 2.13 10267.72 15167.97 .00 .00 435.20 21300.00 21300.00 458.09 455.95 .00 .00 456.00 25.55 1.63 1.89 11042.74 16670.81 .00 .00 435.60 170.00 21300.00 .00 455.48 437.00 .00 455.55 2.26 2.32 10070.53 14159.87 .00 .00 435.60 10.78 21300.00 455.99 32150.000 .00 456.05 1.88 2.11 10764.75 15551.91 .00 .00 436.60 21300.00 459.79 455.53 17.81 .00 455.59 2329.60 1.50 1.88 10846.48 17409.68 .00 .00 436.60 21300.00 456.03 .00 456.09 .00 1.27 1.70 11516.70 18901.05 .00 .00 436.30 6448.17 21300.00 455.57 .00 455.64 435.00 1.67 1.98 10160.06 16479.82 .00 .00 436.30 21300.00 456.07 1740.83 .00 456.13 32230.000 1.42 1.79 10782.82 17868.54 .00 .00 436.80 21300.00 21300.00 457.91 455.62 .00 .00 455.71 10.45 2.31 2.40 8935.39 14007.18 .00 .00 436.80 21300.00 456.11 .00 456.19 1.96 2.20 9477.26 15208.21 .00 .00 437.10 21300.00 455.65 .00 455.78 5.10 3.26 7339.13 9432.75 .00 .00 437.10 21300.00 456.13 .00 456.25 4.23 2.94 7865.83 10355.83 .00 .00 437.40 21300.00 455.70 .00 456.03 10.12 5.05 5207.67 6694.40 .00 .00 437.40 21300.00 456.19 100 456.46 8.36 4.60 5688.48 7368.68 .00 .00 438.06 21300.00 456.24 .00 456.39 5.28 3.48 6900.58 9273.76 .00 .00 438.06 21300.00 456.62 .00 456.76 4.58 3.25 7297.50 9954.39 .00 .00 438.14 21300.00 456.33 .00 456.48 3.72 3.11 6925.88 11049.77 .00 .00 438.14 21300.00 456.70 .00 456.83 3.30 2.95 7243.56 11731.66 .00 .00 438.23 21300.00 456.38 .00 456.67 11.41 4.50 4970.55 6305.02 .00 .00 438.23 21300.00 456.74 .00 457.00 10.25 4.23 5222.31 6651.56 1 22JUNO2 15:23:16 PAGE as 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 32200.00v 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 Page 12 of 18 Corrected Effective Floodplain / Floodway 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 1 22=02 15:23:16 PAGE 23 SECNO KLCH ELIR➢ ELLC ELNIN Q CWSEL CRIWS EG 10`M VCH AREA .OlK ` 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 9400.00 472.57 100 472.69 2.17 3.30 5321.85 6387.13 ` 53350.000 2000.00 .00 .00 448.00 9400.00 473.31 .DO 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 1 22OUNO2 15:23:16 PAGE 24 SECNO X CH EL= ELLC ELN IN Q CWSEL CRIWS EG 10`KS VCH AREA .OIK Page 13 of 18 Corrected Effective Floodplain / Floodway 56940.000 1350.00 .00 .00 449.DD 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 1 22JUNO2 15:23:16 PAGE 25 DENTON CREEK, TEXAS .- SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIPWSP DIPWSX DIPWSS TOPWID XLCH 25530.000 20600.00 453.52 .00 .00 .00 235.67 .00 - 25530.000 20600.00 454.11 .59 .00 .59 240.13 .00 25770.000 20600.00 453.97 .00 .45 .00 272.69 240.00 25770.000 20600.00 454.51 .54 .40 .54 276.63 240.00 26830.000 21300.00 454.69 .00 .72 .00 1199.25 1010.00 -" 26830.000 21300.00 455.08 .39 .57 .39 438.77 1010.00 26880.000 21300.00 454.71 .00 .02 .00 1173.21 50.00 26880.000 21300.00 455.38 .67 .30 .67 1313.36 50.00 27165.000 21300.00 455.24 .00 .53 .00 1418.55 284.00 27165.000 21300.00 455.80 .56 .43 .56 1428.82 284.00 27449.000 21300.00 455.35 .00 .11 .00 1551.59 284.00 27449.000 21300.00 455.89 .53 .09 .53 1603.13 284.00 27748.000 21300.00 455.42 .00 .07 .00 1445.81 299.00 - 27748.000 21300.00 455.95 .52 .06 .52 1465.06 299.00 27992.000 21300.00 455.48 .00 .06 .00 1344.42 244.00 27992.000 21300.00 455.99 .51 .05 .51 1356.80 244.00 28168.00D 21300.00 455.53 .00 .05 .00 1313.OB 176.00 28168.000 21300.00 456.03 .50 .04 .50 1332.72 176.00 28492.000 21300.00 455.57 .00 .04 .00 1220.21 324.00 28492.000 21300.00 456.07 .50 .04 .50 1239.28 324.00 28720.000 21300.00 455.62 .00 .05 .00 1095.73 228.00 _ 28720.000 21300.00 456.11 .49 .04 .49 1108.64 228.00 * 28890.000 21300.00 455.65 .00 .03 .00 1077.66 170.00 28890.000 21300.00 456.13 .49 .03 .49 1091.73 170.00 29124.000 21300.00 455.70 .00 .06 .00 984.06 234.00 29124.000 21300.00 456.19 .49 .05 .49 993.63 234.00 29651.000 21300.00 456.24 .00 .54 .00 1020.00 527.00 29651.000 21300.00 456.62 .38 .43 .38 1047.29 527.00 29831.000 21300.00 456.33 .00 .09 .00 857.57 180.00 29831.000 21300.00 456.70 .37 .08 .37 867.61 180.00 ' 30027.000 21300.00 456.38 .00 .05 .00 680.98 196.00 ' 30027.000 21300.00 456.74 .36 .04 .36 700.64 196.00 22JUNO2 15:23:16 PAGE 26 SECNO Q CWSEL DIPWSP DIFWSX DIBKWS TOPWID XLCH 30384.000 21300.00 456.74 .00 .37 .00 429.26 357.00 30384.000 21300.00 457.07 .32 .32 .32 441.98 357.00 30604.000 21300.00 457.42 .00 .68 .00 825.02 220.00 30604.000 21300.00 457.69 .27 .63 .27 834.36 220.00 ' 30958.000 21300.00 457.93 .00 .51 .00 1140.63 354.00 • 30958.000 21300.00 458.15 .22 .46 .22 1146.62 354.00 ' 31335.000 21300.00 457.83 .00 -.10 .00 1022.21 377.00 ' 31335.000 21300.00 458.09 .26 -.06 .26 1059.21 377.00 - 32150.000 21300.00 457.91 .00 .08 .00 375.99 170.00 32150.000 21300.00 458.12 .21 .03 .21 328.64 170.00 32200.000 21300.00 457.71 .00 -.21 .00 165.96 50.00 32200.000 21300.00 457.93 .22 -.20 .22 168.18 50.00 '- 32230.000 21300.00 457.91 .00 .20 .00 168.00 50.00 32230.000 21300.00 458.10 .19 .17 .19 169.91 50.00 32250.000 14900.00 460.31 .00 2.40 .00 1263.17 1.00 32250.000 14900.00 460.36 .05 2.26 .05 998.25 1.00 • 32305.000 149D0.00 460.15 .00 -.16 .00 506.02 55.00 • 32305.000 14900.00 460.17 .02 -.19 .02 479.26 55.00 Page 14 of 18 Corrected Effective Floodplain / Floodway ' 32725.000 14900.00 461.24 .00 1.10 .00 2160.90 420.00 ' 32725.000 14900.00 461.39 .15 1.22 .15 1620.52 420.00 33145.000 14900.00 461.44 .00 .20 .00 500.04 420.00 33145.000 14900.00 461.63 .19 .24 .19 427.88 420.00 33470.000 14900.00 461.72 .00 .28 .00 559.63 325.00 33470.000 14900.00 461.89 .17 .26 .17 402.00 325.00 34260.000 14900.00 462.54 .00 .82 .00 596.93 790.00 34260.000 14900.00 462.84 .30 .95 .30 599.64 790.00 * 34850.000 14900.00 462.56 .00 .02 .00 176.52 590.00 ' 34850.000 14900.00 463.03 .47 .20 .47 181.77 590.00 - * 34950.000 14900.00 463.65 .00 1.09 .00 1702.77 100.00 34950.000 14900.00 463.85 .20 .82 .20 806.21 100.00 * 35700.000 14900.00 464.39 .00 .73 .00 1863.15 750.00 * 35700.000 14900.00 464.81 .42 .96 .42 700.00 750.00 * 36250.000 14900.00 464.69 .00 .30 .00 1362.09 550.00 36250.000 14900.00 465.31 .62 .50 .62 700.00 550.00 1 22J 02 15:23:16 PAGE 27 SECNO Q CWSEL DIFWSP DIFWSX DIPXWS TOPWID XLCH ' 36970.000 15600.00 464.59 .00 -.10 .00 1239.73 720.00 * 36970.000 15600.00 465.22 .63 -.09 .63 916.26 720.00 ' 37600.000 15600.00 465.28 .00 .69 .00 1087.29 630.00 ' 37600.000 15600.00 465.84 .56 .62 .56 930.00 630.00 37800.000 15600.00 465.29 .00 .01 .00 1015.96 200.00 37800.000 15600.00 465.85 .56 .01 .56 800.00 200.00 37990.000 15600.00 465.35 .00 .06 .00 918.84 190.00 37990.000 15600.00 465.89 .54 .04 .54 738.99 190.00 38050.000 15600.00 465.45 .00 .10 .00 883.50 60.00 38050.000 15600.00 465.96 .52 .07 .52 696.95 60.00 38200.000 15600.00 465.52 .00 .08 .00 925.62 150.00 38200.000 15600.00 466.04 .52 .08 .52 746.60 150.00 38550.000 15600.00 465.65 .00 .13 .00 831.17 350.00 38550.000 15600.00 466.18 .52 .14 .52 723.92 350.00 39290.000 15600.00 465.96 .00 30 .00 627.21 740.00 39290.000 15600.00 466.45 .49 .27 .49 704.00 740.00 • 39440.000 15600.00 465.63 .00 -.33 .00 444.91 150.00 * 39440.000 15600.00 466.17 .55 -.28 .55 473.99 150.00 J * 39490.000 15600.00 466.77 .00 1.14 .00 405.27 50.00 * 39490.000 15600.00 467.10 .34 .93 .34 404.91 50.00 39540.000 15400.00 466.66 .00 -.10 .00 607.14 50.00 39540.000 15400.00 466.88 .22 -.22 .22 394.86 50.00 ^ 39940.000 15400.00 467.24 .00 .57 .00 617.79 400.00 39940.000 15400.00 467.65 .41 .76 .41 400.00 400.00 40650.000 10200.00 468.30 .00 1.06 .00 830.27 700.00 40650.000 10200.00 468.82 .53 1.18 .53 499.00 700.00 4800D.000 9800.00 470.71 .00 2.42 .00 1540.86 7350.00 4800D.000 9800.00 471.20 .49 2.38 .49 1300.00 7350.00 51350.000 9400.00 472.01 .00 1.30 .00 1439.33 3350.00 * 51350.000 9400.00 472.54 .53 1.33 .53 600.00 3350.00 53350.000 9400.00 472.57 .00 .57 .00 2190.29 2000.00 * 53350.000 9400.00 473.31 .74 .78 .74 891.80 2000.00 * 55590.000 9400.00 473.25 .00 .68 .00 1413.43 2240.00 * 55590.000 ` 9400.00 474.10 .85 .79 .85 595.02 2240.00 1 22JVNO2 15:23:16 PAGE 28 SECNO Q CWSEL DIPWSP DIFWSX DIPEWS TOPWID XLCH 56940.000 9400.00 474.50 .00 1.25 .00 1467.87 1350.00 56940.000 9400.00 475.41 .91 1.31 .91 631.03 1350.00 1 22JUNO2 15:23:16 PAGE 29 Page 15 of 18 Corrected Effective Floodplain / Floodway Page 16 of 18 Corrected Effective Floodplain / Floodway 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 1 22JUNO2 15:23:16 PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE- PROFILE- PROFILE- PROFILE= PROFILE= PROFILE= PROFILE= PROFILE- PROFILE- PROFILE= PROFILE= PROFILE - PROFILE= PROFILE= 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 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 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 1 2 1 2 1 2 1 2 1 2 1 2 1 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 2 1 2 1 WARNING SECNO= 55590.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 22JUNO2 15:23:16 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 PAGE 30 PAGE 31 Page 17 of 18 Corrected Effective Floodplain / Floodway 32230.000 .19 1390.00 3050.00 415.00 3465.00 975.00 4440.00 3225D.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 57D.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 BOD.00 1810.00 354.00 2164.00 446.00 2610.00 39290.000 .49 704.00 1360.OD 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 3887.8D 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.OD 668.50 2407.50 631.50 3039.00 1 22JUNO2 15:23:16 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 1 22JMO2 15:23:16 PAGE 33 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 31335.00D 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 32250.00D 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 3347D.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 37800.00D 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 BOO. 5896. 2.6 466.2 465.7 .5 39290.ODD 704. 5489. 2.8 466.5 466.0 .5 39440.00D 593. 2459. 6.3 466.1 465.6 .5 1 22JUNO2 15:23:16 PAGE 34 Page 18 of 18 Corrected Effective Floodplain / Floodway FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 _ ....... FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 39490.000 410. 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 Page 19 of 18 ^ O O O V m a o X -P w H o 0 N Y V w m w _ cl� U V1 C z o O •a H + z U w UJ O (n I rn O C V , I I I 0 ,1 0 , v , I O l 4 t (7) ' m ,I t t� I t m I I 51 I O 1 Ln II co m I I o 0 II I 'i I , I I I I, ` m II I tl O N co � rn l I , I II O II Ln tl I O 0 (I� Lo m I 41 I tl I 1� �I m 0 0 cmo 0 0 0 N 0 0 0 o L m C H 0 0 O m r a 3 O O O J o L ` O o v LL v i 0 o Ol `1 C I Iv J I a o O C O Id m U z H a J d O O O J L� O O �I CJ O 0 I I 0 O O IH Iv m o -O .rA L 0) moo co 0 0 Q m co 4' I (13) UOTjen8j3 U7 O Q O X (O W N _ H m C Y O W .,i L LI +' Q�f U ` U N W Z I O vl Z O W L O U - - - - - - --------------------- I I I o ' • I I I I I I I I 4 I � I I LfJ LO O I I I P I II I I. 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W4 v v v v I (�3) UOi}enai3 4 vi O C +� • •rl (1) U U E N N .0 m m U U1 ( (0 " "O "O L L 7 7 •,-I U U O O LO O) m n .--I S L C L N In LO v v °? W4 v v v v I (�3) UOi}enai3 4 Corrected Effective Multi - Profile • EEC -2 WATER SURFACE PROFILES * Version 4.6.2; May 1991 + + RUN DATE 22JUNO2 TIME 15:38:20 * U.S. ARMY CORPS OF ENGINEERS ' * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 ' (916) 756-1104 X X xXxxxxx XXXXX XXXXX X x X x x x x X x X x x xxxxxxx XXXX x XXXXX XXXXx X x x x x X X x x x x X x XXXXXXX XXXXX XXXXXXX 1 22JUNO2 15:38:20 PAGE 1 THIS RUN EXECUTED 22JUNO2 15:38:20 900 1400 1900 2400 PAGE 2 2670 3100 3620 4100 4600 900 Pagel of 23 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 + DCMPCOR.DAT KRA file JUNE 2002 Corrected Effective Multi- Profile Model Based on the FEMA Effective 1DO -Year Model KRA revised cross sections 37600 through 38550 Project Contacts: Steven Galloway, Dan Grant, Bill Pembroke THIS IS THE CORRECTED EFFECTIVE MULTI- PROFILE MODEL. T1 DENTON CREEK - SCHREIBER TRACT CORRECTED EFFECTIVE 7/99 T2 DENTON CREEK - 10 YR DISCHARGE PROFILE PIS 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 PIS 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 46D.5 600 455.6 700 452.9 800 450.4 OR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 1 22JUNO2 15:38:20 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 - GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 GR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 GR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 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 1400 1900 2400 PAGE 2 2670 3100 3620 4100 4600 900 Pagel of 23 Corrected Effective Multi- Profile 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 OR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 OR 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 4 13300 18900 21300 36200 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. X1 26B30 42 2619.58 3100 1030 960 1010 X3 2619 470.0 5200 470.0 GR 464.9 550 461.9 600 459.1 700 455.9 800 452.9 900 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 451.2 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 AREA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268.80 THRU 313,35 FROM PROPOSED GRADING PLAN PORTHE COPPELL COMMUNITY PARK. AHHA. 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 X1 26800 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 1 PAGE 3 22 JVNO2 15:38:20 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 2658.0 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 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 1408.0 451.0 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.D 449.0 2360.0 450.0 2460.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 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 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 OR 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.D 1616.0 452.0 1644.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.D 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 VALUE LOWERED THROUGH LAKE EXPANSION AREA NH B .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 13D2.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 Page 2 of 23 Corrected Effective Multi - Profile GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 OR 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 OR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 _ OR 455.0 2587.0 460.0 2617.0 1 PAGE 4 22JUNO2 15:38:20 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 OR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 OR 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 OR 446.6 2297.0 448.0 2319.0 449.0 2339.0 450.0 2384.0 451.0 2437.0 OR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION PIS SECTION 289.70 QT 4 13300 18900 21300 36200 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 Xi 28492 32.0 1215.0 1605.0 406 307 324 OR 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 1501.0 437.6 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 .040 2150 .035 2350 .04 NH 2543.0 X1 28720 40.0 1280.0 1689.0 173 338 228 OR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 OR 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 OR 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 X1 28890 45.0 1289.0 1696.0 153 194 170 X3 2526 470.0 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 _ OR 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 1 22.NNO2 15:38:20 PAGE 5 ._ APPROXIMATE LOCATION PIS SECTION 296.10 NH 4 -05 1318.0 .04 1542.0 .07 1654.0 .040 2490.0 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 GR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 NH 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NE 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 XI 29651 48.0 1168.0 1615.0 600 404 527 GR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 GR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 GR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 GR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 GR 455.0 1625.0 450.0 1670.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 GR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 GR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 GR 457.0 2558.0 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 OR 459.0 2604.0 459.0 2772.0 460.0 2777.0 Page 3 of 23 Corrected Effective Multi- Profile NH 10 .05 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 NH 1654.0 .040 1770.0 .035 2090.0 .045 2396.0 .075 2434.0 .045 NE 2771.0 X1 29831 47 1147.0 1570.0 171 197 100 _ OR 462.0 1147.0 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 OR 43B.14 1296.0 450.0 1343.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 OR 460.0 1421.0 459.0 1444.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 GR 439.3 1518.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 GR 459.8 1586.0 455.0 1607.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 GR 449.0 1735.0 447.9 1770.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 OR 457.0 2139.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 GR 458.0 2388.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 GR 459.0 2434.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 GR 458.0 2763.0 460.0 2771.0 - APPROXIMATE LOCATION FIS SECTION 305.70 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 X1 30027 34 1128.0 1525.0 148 299 196 - OR 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 OR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 GR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 GR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 GR 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 1 PAGE 6 �- 22JUNO2 15:38:20 GR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 GR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 - NN 9 .05 1095.0 .04 1225.0 .065 1320.0 .04 1377.0 .07 NH 1668.0 .045 1694.0 .07 1951.0 .045 1977.0 .07 2150.0 X1 30384 46.0 1045.0 1447.0 371 410 357 GR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.14 1142.0 OR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 OR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 - GR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 GR 460.0 1504.0 460.0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 GR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 OR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 GR 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 OR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 _ OR 460.0 2150.0 APPROXIMATE LOCATION PIS SECTION 312.30 NH 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 _ NH 1469 .045 1496 .07 1601 .040 1831 .045 1895 .07 NH 2395 X1 30604 49 1014 1350 269 319 220 GR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 GR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 OR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 _ GR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 GR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 GR 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 GR 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 GR 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 GR 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 _ OR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 NH 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 NH 2157 .045 2173 .07 2504.0 X1 30958 33 1048.0 1285.0 303 302 354 OR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 OR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 OR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 OR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1600.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 GR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 - GR 457.0 2232.0 459.0 2380.0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 NH 2103 .045 2124 .07 2193.0 X1 31335 32 1037.0 1204.0 377 344 377 OR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 - GR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1203.0 455.0 1310.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 1 PAGE 7 22.TVNO2 15:38:20 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 GR 460.0 2180.0 461.0 2193.0 END ANN CROSS SECTION CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS Page 4 of 23 Corrected Effective Multi - Profile OF GREATER TRAN 0.50 FEET NC .055 .055 .035 .5 .7 X1 32150 40 3400 3525 160 180 170 X3 3040 470.0 6180 470.0 OR 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 OR 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. NH 5. .055 3390.5 .015 3539.5 .055 4366. .02 4411. .05 NH 5734. X1 32200. 62. 3390.5 3539.5 50. 50. 50. 0. 0. 0. X3 3050 470.0 6260 470.0 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 OR 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. OR 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. OR 445, 3495. 463. 3495.01 463. 3497.99 446.5 3498. 450.0 3505. OR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600. 464. 3740. OR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. 465.4 4340. OR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366. OR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397. OR 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. OR 464.4 5014. 466. 5734. X1 32230. 0. 0. 0. 50. 50. 50. 0. 0. 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. 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. 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. 1 22JUNO2 15:38:20 - PAGE e OR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. OR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525. OR 461.5 3650. 458. 3920. 459. 3980. 458. 4240. 456. 4280. GR 456. 4350. 452, 4350. 453.5 4380. 457.5 4400. 458. 4520. 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. X1 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. OR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. OR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. OR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263. OR 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 NR 3840. 0.050 3960. X1 32725. 53. 1940. 2150. 380. 520. 420. OR 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. OR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. OR 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. OR 464. 3875. 465. 3890. 470. 3960. QT 4. 9400. 13200. 14900. 36200. NH S. 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. Page 5 of 23 Corrected Effective Multi- Profile OR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 OR 452. 1485. 451.75 1515, 452. 1545. 453. 1620. 463. 1660. OR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. OR 450. 1825. 445. 1835. 440. 1848. 439. 1852, 438.4 1862. OR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. OR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. OR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. OR 462. 3510. 470. 3560. 1 22OUNO2 15:38:20 PAGE 9 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. OR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 OR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. OR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. OR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. OR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. OR 461, 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1628. OR 456.2 1650. 454. 1670. 454. 1745. 456.2 1765. 458. 1785. OR 460. 1815. 460. 1965. 458. 2005. 458. 2065. 460. 2100. OR 461.2 2245. 461. 2515. 466. 2537, NH S. 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. OR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 OR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. OR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. OR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. OR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. OR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. OR 461. 1620. 461. 1825. 462. 1830. 466. 1845. WE 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. OR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. OR 462.0 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. OR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. OR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1470. OR 462. 1484. 464. 1533. 465. 1548. 466. 1560. 467. 1575. NH 5. .050 355. .055 1005. .060 1310. .045 1520. .055 NH 1575. X1 34950. 28. 1310. 1520. 110. 90. 100. OR 470. -380. 465. -380. 464. -260. 463. -240. 463. -70. OR 463.48 0. 463. 62. 462. 190. 461. 355. 461. 1005. OR 462. 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. OR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. OR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. OR 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 OR 470.00 1000 468.00 1250 465.60 1370 463.20 1754 462.20 1754 OR 463.10 2057 462.00 2127 460.40 2331 460.40 2471 462.00 2524 OR 462.00 2962 460.00 3106 458.00 3127 450.00 3153 444.00 3158 OR 439.50 3188 444.00 3219 450.00 3223 460.00 3233 462.00 3273 1 22JllNO2 15:38:20 PAGE 10 OR 462.50 3303 460.30 3348 462.00 3401 464.00 3426 467.00 3428 OR 467.20 3549 468.00 3678 469.00 3815 470.00 3957 472.00 4220 NH S. .060 2260. .055 2720. .060 3028. .045 3170. .040 MH 3550. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO OR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERBANK X1 36250 29 3028 3170 530 530 550 OR 472.00 1000 470.00 1000 468.00 1150 467.30 1500 467.00 2100 OR 464.00 2140 464.80 2260 462.00 2460 460.70 2500 460.70 2600 OR 464.70 2720 464.00 2903 462.00 2965 460.00 2993 458.00 3028 OR 450.00 3051 444.00 3055 439.80 3086 444.00 3116 450.00 3123 OR 460.00 3138 462.00 3150 462.00 3170 448.00 3250 448.00 3470 OR 463.00 3495 463.00 3505 468.00 3550 472.00 3550 OT 4. 10000. 13800. 15600. 36200. NC .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. LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES /DAI 12/98 EXIS. POND IN ST. OVERBANK XI 36970. 36. 2900. 3060. 600. 600. 720. OR 483. 1000. 477.5 1050. 475. 1200. 475. 1430. 470. 2130. OR 466. 2530. 462. 2620. 462. 2750. 463.5 2800. 462. 2850. OR 465. 2900. 458. 2930. 453.5 2930. 444. 2930. 440. 2937. Page 6 of 23 Corrected Effective Multi - Profile GR 442.7 2970. 450.6 2975. 454. 630 2985. GR 463.3 3200. 462. 3300. 462. 462 3400. GR 463.0 3645. 460. 3658. 457. 460 3690. GR 463.0 3790 465. 3815. 468.5 452 3835. GR 473. 4070. 2475 200 .04 2595 Begin KRA Modification 464 1470 462.3 1660 Changes to Cross Section data based on 1992 Aerial topo 450 WE 4 .055 1876 .045 2160 .055 SECTION ADDED FROM TOPO. RES 3/8/97 462 2260 457 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KRA 8/99 X1 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 OR 470 2730 2103 .045 NH 4 .055 2068 .045 2135 .055 SECTION ADDED FROM TOPO. RES 3/8/97 1659 460 1774 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 37800 24 2024 2185 70 100 OR 470 1046 46B 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 1 22.TUNO2 15:38:20 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 GR 463 2525 464 2570 473 2570 NH 4 .06 2089 .045 2260 .055 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KRA 8/99 X1 38050 31 2089 2260 60 60 GR 468 1509 466 1545 464 1567 OR 464 1893 466 1987 468 2072 OR 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 NH 4 .06 2117 .045 2270 .055 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KRA 8/99 K1 38200 34 2117 2270 150 150 OR 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 OR 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 End KRA Modification NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 1 22JUNO2 15:38:20 NC .3 .5 NH 5 .05 1249 .055 1506 .045 NH 2310 ET 6.1 6.1 6.1 6.1 1360 K1 39290 28 1506 1675 600 800 456. 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 2475 200 .04 2595 464 1470 462.3 1660 460 2042 450 2068 450 2135 460 2185 451 2360 457 2380 470 2455 462 2260 PAGE 11 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 PAGE 12 1675 .055 2175 .05 2064 740 Page 7 of 23 Corrected Effective Multi - Profile 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 OR 470 2200 472 2240 474 2310 NO RECORD AND INEFFECTIVE FLAW (ET RECORD) ADDED FOR S.H. 121 NO .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 X1 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. OR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. OR 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. OR 485. 5600. 48B. 5730. 493.5 5830. 500. 6040. 0. 0. NO RECORD AND INEFFECTIVE FLAW (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 NO RECORD AND INEFFECTIVE FLAW (ET RECORD) ADDED FOR S.H. 121 NO .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 OR SD2 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 1 22JUNO2 15:38:20 PAGE 13 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 NO 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 OR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 OR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 _ OR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 QT 4 6600 9100 10200 36200 NO .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 OR 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 OR 463 4860 467 4870 464 5080 465 5120 471 5170 OR 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 OR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 OR 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 OR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 OR 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 Page 8 of 23 Corrected Effective Multi - Profile OR 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 1 22JUNO2 15:38:20 PAGE 14 ME 6 .05 1300 .055 3400 .05 5570 .045 5670 .058 NE 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 OR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 OR 475 5170 470 5300 473 5360 472 5470 456 5570 OR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 OR 478 6100 481.4 6120 490 6170 510 6230 NH 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4460 .055 4540 X1 55590 23 4250 4340 2000 2200 2240 OR 501.5 1000 493 1100 487 1300 484 1500 486 1550 GR 489 1900 480 2000 475 2500 475 2600 471 3000 OR 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 OR 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 1 22JUNO2 15:38:20 PAGE 15 T1 DENTON CREEK - SCHREIBER TRACT CORRECTED EFFECTIVE 7/99 T2 DENTON CREEK - 50 YR DISCHARGE PROFILE FIE T3 DENTON CREEK, TEXAS PILE: DCMPCOR.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 0 0 0 0 452.29 J2 NPROP IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 2 0 -1 1 22JUNO2 15:38:20 PAGE 16 T1 DENTON CREEK - SCHREIBER TRACT CORRECTED EFFECTIVE 7/99 T2 DENTON CREEK- 100 YR DISCHARGE PROFILE PIS T3 DENTON CREEK, TEXAS FILE: DCMPCOR.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL PQ 0 4 0 0 0 0 0 0 453.5205 J2 NPROP IPLOT PAWS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 0 -1 1 22JUNO2 15:38:20 PAGE 17 T1 DENTON CREEK - SCHREIBER TRACT CORRECTED EFFECTIVE 7/99 T2 DENTON CREEK - 500 YR DISCHARGE PROFILE PIS T3 DENTON CREEK, TEXAS FILE: DCMPCOR.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 0 5 0 0 0 0 0 0 455.89 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 15 0 -1 22JUNO2 15:78:20 PAGE 18 Page 9 of 23 Corrected Effective Multi - Profile HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 THIS RUN EXECUTED 223UNO2 15:38:20 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 25530.000 25530.000 25530.000 25770.000 25770.000 25770.000 25770.000 26830.000 26830.000 26830.000 26830.000 26880.000 26880.000 26880.000 26880.000 27165.000 27165.000 27165.000 27165.000 27449.000 27449.000 27449.000 27449.000 27748.000 27748.000 27748.000 27748.000 451.01 452.29 453.52 455.89 451.29 452.74 453.97 456.85 451.71 453.40 454.69 458.31 451.88 453.51 454.71 458.55 452.17 454.03 455.24 458.80 452.45 454.21 455.35 458.88 452.55 454.29 455.42 458.93 434.40 434.40 434.40 434.40 434.60 434.60 434.60 434.60 436.30 436.30 436.30 436.30 436.20 436.20 436.20 436.20 436.10 436.10 436.10 436.10 435.60 435.60 435.60 435.60 435.20 435.20 435.20 435.20 .00 2512.48 2729.17 .00 2507.36 2733.73 .00 2502.44 2738.11 .00 2494.00 2742.00 15.07 2511.44 2764.60 16.88 2505.63 2769.32 18.58 2500.67 2773.36 22.39 2495.00 2780.00 78.87 2642.14 3099.29 101.94 2635.40 3945.96 124.23 2630.24 3969.96 191.10 2619.00 4135.60 81.93 1051.73 1524.38 111.30 1044.54 1527.32 143.17 1039.28 2668.71 252.61 1023.80 2752.21 103.07 1026.27 2510.86 140.01 1016.23 2574.04 178.62 1010.03 2610.10 315.65 995.80 2655.44 133.77 1044.68 2670.60 184.58 1038.04 2706.76 233.09 1033.60 2736.39 403.05 1019.62 2760.21 172.05 1099.83 2738.82 237.45 1093.55 2757.44 296.21 1089.31 2767.54 501.49 1075.26 2788.60 1 22JUNO2 15:38:20 PAGE 19 SECNO CWSEL ELMIN VOL SSTA ENDST 27992.000 452.61 27992.000 454.35 27992.000 455.48 27992.000 458.99 28168.000 452.69 28168.000 454.42 28168.000 455.53 28168.000 459.04 28492.000 452.74 28492.000 454.47 28492.000 455.57 28492.000 459.08 28720.000 452.80 28720.000 454.52 28720.000 455.62 28720.000 459.12 * 28890.000 452.80 * 28890.000 454.55 * 28890.000 455.65 28890.000 459.15 29124.000 452.85 29124.000 454.53 29124.000 455.70 29124.000 459.25 29651.000 453.50 29651.000 455.22 29651.000 456.24 435.60 435.60 435.60 435.60 436.60 436.60 436.60 436.60 436.30 436.30 436.30 436.30 436.80 436.80 436.80 436.80 437.10 437.10 437.10 437.10 437.40 437.40 437.40 437.40 438.06 438.06 438.06 212.86 293.99 363.27 603.20 244.94 336.75 413.14 676.82 295.75 402.23 4BB.38 785.87 339.61 459.62 554.71 882.68 361.35 489.16 589.31 934.41 383.24 522.31 630.58 1002.68 423.21 577.09 696.13 1070.55 2569.49 1063.59 2582.25 1059.08 2589.88 1045.06 2610.91 1050.24 2450.09 1043.33 2463.48 1038.92 2470.91 1024.87 2490.58 1246.88 2563.29 1239.30 2573.38 1234.59 2578.64 1219.88 2594.76 1309.83 2504.17 1302.95 2511.05 1298.55 2516.67 1284.53 2537.70 1326.66 2526.00 1318.96 2526.00 1314.39 2526.00 1300.37 2526.00 1303.75 2332.25 1295.33 2342.67 1290.05 2359.22 1275.19 2441.38 1202.90 2579.00 1195.12 2586.05 1191.04 2590.89 Page 10 of 23 Corrected Effective Multi - Profile 29651.000 459.65 438.06 1109.45 1177.39 2775.26 29831.000 453.65 29831.000 455.34 29831.000 456.33 29831.000 459.73 • 30027.000 453.68 • 30027.000 455.38 30027.000 456.38 ' 30027.000 459.75 30384.000 453.95 30384.000 455.78 30384.000 456.74 ' 30384.000 460.20 1 22JVNO2 15:38:20 438.14 438.14 438.14 438.14 438.23 438.23 438.23 438.23 438.14 438.14 438.14 438.14 442.96 603.04 726.11 1158.57 465.18 632.11 759.58 1212.90 489.79 663.90 795.94 1270.39 1180.99 2411.82 1173.64 2416.61 1169.68 2421.32 1156.07 2769.93 1161.29 2106.98 1154.47 2133.68 1150.49 2140.64 1136.99 2182.33 1077.61 1980.95 1069.90 1987.69 1066.03 1994.78 1052.22 2150.00 SECNO CWSEL ELMIN VOL SSTA ENOST 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 4496.93 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 1 22JUNO2 15:38:20 SECNO CNSEL ELMIN VOL SSTA ENOST 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 34850.000 467.42 439.00 439.00 439.00 439.00 438.80 438.80 438.80 438.80 439.30 439.30 439.30 439.30 640.93 876.02 1054.37 2022.06 690.87 939.79 1127.48 2209.05 722.59 978.99 1171.09 2334.82 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 34950.000 460.23 439.30 725.75 1336.47 1468.23 PAGE 20 PAGE 21 Page 11 of 23 Corrected Effective Multi- Profile 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 37990.000 469.22 439.30 439.30 439.30 439.50 439.50 439.50 439.50 439.80 439.80 439.80 439.80 440.00 440.00 440.00 440.00 440.00 440.00 440.00 440.00 440.00 440.00 440.00 440.00 441.00 441.00 441.OD 441.00 984.35 1178.72 2360.36 755.67 1051.67 1272.29 2595.11 805.06 1128.46 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 3141.93 127.45 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 1 22JVNO2 15:38:20 PAGE 22 SECNO CWSEL ELMIN VOL SSTA ENDST 38050.000 463.09 441.00 38050.000 464.83 441.00 38050.000 465.44 441.00 38050.000 469.33 441.00 38200.000 463.16 441.00 38200.000 464.91 441.00 38200.000 465.52 441.00 38200.000 469.47 441.00 38550.000 463.29 441.20 38550.000 465.04 441.20 38550.000 465.65 441.20 38550.000 469.66 441.20 39290.000 463.58 441.88 39290.000 465.33 441.88 39290.000 465.96 441.88 39290.000 470.08 441.88 • 39440.000 463.38 442.00 • 39440.000 465.03 442.00 • 39440.000 465.63 442.00 • 39440.000 469.59 442.00 • 39490.000 464.21 442.00 • 39490.000 466.10 442.00 • 39490.000 466.77 442.00 • 39490.000 471.21 442.00 39540.000 464.04 442.00 39540.000 465.97 442.00 39540.000 466.66 442.00 39540.000 471.27 442.00 3994D.000 464.68 442.00 39940.000 466.56 442.00 39940.000 467.24 442.00 39940.000 471.88 442.00 40650.000 465.78 440.00 40650.000 467.64 440.00 40650.000 468.30 44D.00 40650.000 473.11 440.00 48000.000 468.70 445.60 48000.000 470.13 445.60 48000.000 470.71 445.60 • 48000.000 476.36 445.60 1 22JVNO2 15:38:20 934.64 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 1557.82 1551.11 1509.00 1643.43 1607.20 1593.63 1555.00 1738.63 1708.40 1695.42 1415.00 1360.00 1360.00 1360.00 1360.00 3921.00 3921.00 3921.00 3921.00 3880.00 3880.00 3880.00 3880.00 3900.00 3900.00 3900.00 3900.00 1174.89 1147.19 1143.81 1120.62 4456.38 4351.52 4317.20 4178.00 1665.77 1645.21 1636.92 1576.07 2568.66 2595.00 2595.00 2595.00 2634.10 2640.00 2640.00 2640.00 2620.00 2620.00 2620.00 2620.00 2064.00 2064.00 2064.00 2064.00 4495.87 4514.00 4514.00 4514.00 4272.11 4288.87 4294.70 4362.87 4600.00 4600.00 4600.00 4600.00 1744.56 1757.08 1761.59 1920.64 5126.46 5142.00 5147.47 5213.99 3178.71 3192.70 3198.34 3354.21 PAGE 23 SECNO CWSEL ELMIN VOL SSTA ENDST Page 12 of 23 Corrected Effective Multi- Profile 51350.000 469 -44 * 51350.000 471.32 51350.000 472.01 51350.000 477.57 53350.000 469.71 * 53350.000 471.81 * 53350.000 472.57 * 53350.000 477.99 ' 55590.000 470.07 ' 55590.000 472.33 ' 55590.000 473.25 ' 55590.000 478.48 56940.000 470.83 56940.000 473.52 56940.000 474.50 56940.000 479.36 1 22JUNO2 15:38:20 446.50 446.50 446.50 446.50 448.00 448.00 448.00 448.00 452.40 452.40 452.40 452.40 449.00 449.00 449.00 449.00 DENTON CREEK, TEXAS SUNWARY PRINTOUT TABLE 110 1669.26 2457.35 2892.30 6291.74 1765.87 2625.75 3105.42 7137.38 1849.69 2769.55 3307.76 8055.77 1884.98 2831.86 3403.90 8464.18 3435.52 4420.02 3138.27 4520.78 3084.97 4524.30 2093.34 4552.96 3422.89 5683.56 3401.92 5694.04 2480.25 5957.41 1866.82 6099.82 4249.89 4338.52 2867.37 4346.16 2774.66 4441.01 2152.24 4461.91 3867.51 4408.21 2647.30 4443.23 2329.55 4504.39 2061.25 4648.18 PAGE 24 SECNO CWSEL DIPKWS EG TOPWID QLOB OCR 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 .DO 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 .DO 459.12 1463.68 .00 7734.27 28465.73 .00 .00 1021.00 1419.00 .00 1 22JUNO2 15:38:20 PAGE 25 SECNO CWSEL DIPKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 28492.000 452.74 .00 452.80 1114.02 .00 5006.55 8293.45 .00 .00 1215.00 1605.00 .00 28492.000 454.47 .00 454.54 1177.01 .00 6019.54 12880.46 .00 .00 1215.00 1605.00 .00 28492.000 455.57 .00 455.64 1220.21 .00 6096.39 15203.61 .00 .00 1215.00 1605.00 .00 28492.000 459.08 .00 459.18 1372.92 .00 8009.23 28190.77 .00 .00 1215.00 1605.00 .00 28720.000 452.80 .00 452.88 1024.32 .00 5911.16 7388.84 .00 .00 1280.00 1689.00 .00 28720.000 454.52 .00 454.61 1064.62 .00 7147.71 11752.29 .00 .00 1280.00 1689.00 .00 28720.000 455.62 .00 455.71 1095.73 .00 7338.39 13961.61 .00 .00 1280.00 1689.00 .00 28720.000 459.12 .00 459.25 1217.36 .00 9935.91 26264.09 -00 .00 1280.00 1689.00 .00 ' 28890.000 452.80 .00 452.99 1019.57 .00 8561.37 4738.63 2526.00 .00 1289.00 1696.00 2526.00 * 28890.000 454.55 .00 454 -71 1049.40 .00 9547.67 9352.33 2526.00 .00 1289.00 1696.00 2526.00 Page 13 of 23 Corrected Effective Multi - Profile * 2BB90.000 455.65 .00 455.78 1077.65 .00 9353.65 11946.35 2526.00 .00 1289.00 1696.00 2526.00 2BB90.000 459.15 .00 459.32 1172.57 .00 11678.25 24521.76 2526.00 .00 12B9.00 1696.00 2526.00 29124.000 452.85 .00 453.27 540.02 .00 13045.19 254.B1 .00 .00 1264.00 1620.00 .00 29124.000 454.53 .00 455.00 945.77 .00 16893.40 2006.60 .00 .00 1264.00 1620.00 .00 29124.000 455.70 .00 456.03 984.06 .00 16547.19 4752.81 .00 .00 1264.00 1620.00 .00 29124.000 459.25 .00 459.51 1166.19 .00 20273.36 15926.64 .00 .00 1264.00 1620.00 .00 29651.000 453.50 .00 453.67 841.65 .00 9521.14 3778.86 .00 .00 1168.00 1615.00 .00 29651.000 455.22 .00 455.39 942.76 .00 11421.57 7478.43 .00 .00 1168.00 1615.00 .00 29651.000 456.24 .00 456.39 1020.00 .00 11744.22 9555.78 .00 .00 1168.00 1615.00 .00 29651.000 459.65 .00 459.81 1597.87 .00 14812.16 21387.84 -00 .00 1168.00 1615.00 .00 29831.000 453.65 .00 453.77 727.21 .00 7498.20 5801.00 .00 .00 1147.00 1570.00 .00 29831.000 455.34 .00 455.49 825.86 .00 9442.72 9457.28 .00 .00 1147.00 1570.00 .00 29831.000 456.33 .00 456.48 857.57 .00 10000.05 11299.95 .00 .00 1147.00 1570.00 .00 29831.000 459.73 .00 459.89 1561.92 .00 13612.30 22587.70 .00 .00 1147.00 1570.00 .00 * 30027.000 453.68 .00 453.95 555.16 .00 10268.69 3031.31 .00 .00 1128.00 1525.00 .00 * 30027.000 455.38 .00 455.69 627.76 .00 12971.14 5928.86 .00 .00 1128.00 1525.00 .00 * 30027.000 456.38 .00 456.67 680.98 .00 13549.02 7750.98 .00 .00 1128.00 1525.00 .00 * 30027.000 459.75 .00 460.11 965.40 .00 19570.11 16629.89 .00 .00 1128.00 1525.00 .00 30384.000 453.95 .00 454.42 325.16 .00 11557.92 1742.08 .00 .00 1045.00 1447.00 .00 30384.000 455.78 .00 456.35 384.19 .00 15413.09 3486.91 .00 .00 1045.00 1447.00 .00 30384.000 456.74 .OD 457.32 429.26 .00 17098.64 4201.36 .00 .00 1045.00 1447.00 .00 * 30384.000 460.20 .00 460.84 1011.48 .00 26476.39 9723.60 .00 .00 1045.00 1447.00 .00 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 1 PAGE 26 22 JUNO2 15:38:20 SECNO CWSEL DIPKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCRR 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 32200.000 456.80 100 459.29 156.84 .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 * 457.58 457.93 290.55 8978.24 421.76 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 32250.000 459.11 .00 .00 459.58 951.58 .00 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 .00 456.11 264.81 .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 .00 461.81 568.51 .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 1 Page 14 of 23 Corrected Effective Multi - Profile 22JUNO2 15:38:20 PAGE 27 SECNO CWSEL DIFRWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR * 34850.000 460.00 .00 460.74 * 34850.000 461.74 .00 462.78 * 34850.000 462.56 .00 463.68 + 34850.000 467.42 .00 467.91 34950.000 460.23 .00 460.95 34950.000 462.49 .00 463.07 * 34950.000 463.65 .00 463.97 * 34950.000 467.87 .00 468.05 * 35700.000 461.58 .00 462.03 * 35700.000 463.65 .00 463.96 * 35700.000 464.39 .00 464.63 35700.000 468.31 .00 468.49 * 36250.000 462.13 .00 462.17 * 36250.000 464.03 .00 464.09 * 36250.000 464.69 .00 464.75 * 36250.000 468.50 .00 468.66 * 36970.000 461.85 .00 462.51 * 36970.000 463.87 .00 464.39 * 36970.000 464.59 .00 465.03 * 36970.000 468.60 .00 468.98 * 37600.000 462.92 .00 463.02 * 37600.000 464.67 .00 464.76 * 37600.000 465.28 .00 465.38 * 37600.000 469.14 .00 469.33 37800.000 462.96 -00 463.08 37800.000 464.68 .00 464.83 37800.000 465.29 .00 465.45 37800.000 469.13 .00 469.42 37990.000 463.00 .00 463.19 37990.000 464.74 .00 464.95 37990.000 465.35 .00 465.57 37990.000 469.22 .00 469.59 38050.000 463.09 .00 463.23 38050.000 464.83 .00 464.98 38050.000 465.44 .00 465.60 38050.000 469.33 .00 469.64 38200.000 463.16 .00 463.28 38200.000 464.91 .00 465.04 38200.000 465.52 .00 465.66 38200.000 469.47 .00 469.73 1 22JUNO2 15:38:20 SECNO CWSEL DIFRWS EG 38550.000 463.29 .00 463.41 38550.000 465.04 .DO 465.16 38550.000 465.65 .00 465.78 38550.000 469.66 .00 469.91 39290.000 463.58 .00 463.74 39290.000 465.33 1.75 465.50 39290.000 465.96 2.37 466.14 39290.000 470.08 6.50 470.47 * 39440.000 463.38 .00 464.26 * 39440.000 465.03 1.65 466.14 * 39440.000 465.63 2.25 466.82 * 39440.000 469.59 6.21 471.54 * 39490.000 464.21 .DO 464.50 * 39490.000 466.10 1.89 466.44 * 39490.000 466.77 2.56 467.14 * 39490.000 471.21 7.00 472.00 39540.000 464.04 .00 464.78 39540.000 465.97 1.93 466.69 39540.000 466.66 2.62 467.37 39540.000 471.27 7.22 472.10 39940.000 464.68 .00 465.38 39940.000 466.56 1.88 467.25 39940.000 467.24 2.55 467.92 39940.000 471.88 7.20 472.71 40650.000 465.78 .00 466.05 40650.000 467.64 1.86 467.88 40650.000 468.30 2.52 468.52 40650.000 473.11 7.33 473.58 132.05 155.47 176.52 1575.00 131.76 1172.02 1702.77 1955.00 667.16 1740.21 1863.13 2508.35 724.58 1008.18 1361.70 2437.57 275.16 1026.83 1239.68 1461.16 949.14 1074.72 1087.28 1129.00 535.73 1001.35 1015.95 1257.94 542.96 842.05 918.77 1145.00 711.65 844.41 883.47 1086.00 756.34 889.97 925.59 1085.00 TOPWIO 705.60 794.69 831.14 1205.00 580.18 615.82 627.20 704.00 248.76 412.83 444.89 593.00 349.64 390.89 405.26 482.87 467.35 570.05 607.12 700.00 493.34 609.90 617.79 800.02 581.31 790.48 830.27 1035.99 .00 .00 .00 16180.99 .00 1825.08 4532.32 22749.63 266.73 2873.48 4434.17 20264.21 113.56 518.06 786.74 6359.95 .00 581.34 1034.91 6052.22 13.67 232.70 391.94 2637.22 12.34 467.23 872.56 6929.69 27.28 459.13 794.07 6739.84 125.65 710.79 1046.48 6006.17 545.41 1358.30 1774.38 7298.26 QLOB 514.05 1194.52 1546.86 6760.62 13.15 107.70 169.32 1690.87 .32 188.01 350.80 2918.31 119.57 699.06 1021.26 5311.00 39.72 486.24 732.47 3768.68 188.15 1197.78 1757.10 8786.71 78.89 754.25 1122.95 9476.86 9400.00 .00 .00 .00 1310.00 13200.00 .00 .00 .00 1310.00 14900.00 .00 .00 .00 1310.00 19665.80 153.21 .00 .00 1310.00 9400.00 .00 .00 .00 1310.00 11374.92 .00 .00 .00 1310.00 10367.68 .00 .00 .00 1310.00 13270.27 180.10 .00 .00 1310.00 9088.18 45.09 .00 .00 3106.00 9825.17 501.35 .00 .00 3106.00 9726.62 739.21 .00 .00 3106.00 12942.62 2993.17 .00 .00 3106.00 2488.03 6798.41 .00 .00 3028.00 3419.35 9262.59 .00 .00 3028.00 3808.74 10304.52 .00 .00 3028.00 8038.49 21801.56 .00 .00 3028.00 8682.57 1317.43 .00 .00 2900.00 10187.07 3031.60 .00 .00 2900.00 10545.85 4019.24 .00 .00 2900.00 15406.91 14740.07 .00 .00 2900.00 7041.15 2945.18 .00 .00 1876.00 8583.10 4984.20 .00 .00 1876.00 9314.25 5893.81 .00 .00 1876.00 17685.39 15877.39 .00 .00 1876.00 5110.19 4877.46 .00 .00 2024.00 6518.41 6814.36 .00 .00 2024.00 7107.32 7620.13 .00 .00 2024.00 13128.16 16142.15 .00 .00 2024.00 4853.29 5119.43 .00 .00 2133.00 5955.31 7385.55 .00 .00 2133.00 6486.52 8319.41 .00 .00 2133.00 11632.99 17827.17 .00 .00 2133.00 3784.64 6089.71 .00 .00 2089.00 4717.43 8371.78 .00 .00 2089.00 5137.59 9415.93 .00 .00 2089.00 9624.27 20569.56 .00 .00 2089.00 5299.12 4155.47 .00 .00 2117.00 6453.45 5988.25 .00 .00 2117.00 6980.52 6845.10 .00 .00 2117.00 12811.37 16090.37 .00 .00 2117.00 QCH QROB PERENC STENCL STCNL 4732.97 4752.97 .00 .00 2103.00 5485.79 7119.69 .00 .00 2103.00 5861.79 8191.35 .00 .00 2103.00 10500.47 18938.91 .00 .00 2103.00 6743.41 3243.44 704.00 1360.00 1506.00 8287.18 5405.12 704.00 1360.00 1506.DO 9035.33 6395.35 704.00 1360.00 1506.00 17715.97 16793.16 704.00 1360.00 1506.00 9980.97 18.71 593.00 3921.00 4040.00 13069.59 542.40 593.00 3921.00 4040.00 14331.96 917.23 593.00 3921.00 4040.00 25971.77 7309.93 593.00 3921.00 4040.00 9880.43 .00 625.00 3880.00 4030.00 13100.94 .00 625.00 3880.00 4030.00 14578.75 .00 625.00 3880.00 4030.00 30777.89 111.12 625.00 3880.00 4030.00 9708.81 151.48 700.00 3900.00 4040.00 11739.29 1474.47 700.00 3900.00 4040.00 12448.03 2219.49 700.00 3900.00 4040.00 19990.48 12440.84 700.00 3900.00 4040.00 9056.10 655.75 .00 .00 1420.00 10757.99 1744.24 .00 .00 1420.00 11338.28 2304.62 .00 .00 1420.00 17888.94 9524.35 .00 .00 1420.00 5784.46 736.64 .00 .00 4730.00 6591.56 1754.19 .00 .00 4730.00 6814.66 2262.39 .00 .00 4730.00 14366.23 12356.91 .00 .00 4730.00 1533.00 .00 1533.00 .00 1533.00 .00 1533.00 .00 1520.00 .00 1520.00 .00 1520.00 .00 1520.00 .00 3233.00 .00 3233.00 .00 3233.00 .00 3233.00 .00 3170.00 .00 3170.00 .00 3170.00 .00 3170.00 .00 3060.00 .00 3D60.00 .00 3060.00 .00 3060.00 .00 2160.00 .00 2160.00 .00 2160.00 .00 2160.00 .00 2185.00 .00 2185.00 .00 2185.00 -00 2185.00 .00 2260.00 .00 2260.00 .00 2260.00 .00 2260.00 .DO 2260.00 .00 2260.00 .00 2260.00 .DO 2260.00 .00 2270.00 .00 2270.00 .00 2270.00 .00 2270.00 .00 PAGE 28 STCHR STENCR 2225.00 .00 2225.00 .00 2225.00 .00 2225.00 .00 1675.00 2064.00 1675.00 2064.00 1675.00 2064.00 1675.00 2064.00 4150.00 4514.00 4150.00 4514.00 4150.00 4514.00 4150.00 4514.00 4310.00 4505.00 4310.00 4505.00 4310.00 4505.00 4310.00 4505.00 4150.00 4600.00 4150.00 4600.00 4150.00 4600.00 4150.00 4600.00 1500.00 .00 1500.00 .00 1500.00 .00 1500.00 .00 4815.00 .00 4815.00 .00 4815.00 .00 4815.00 .00 Page 15 of 23 Corrected Effective Multi- Profile 48000.000 468.70 .00 468.79 1271.56 48000.000 470.13 1.44 470.21 1485.01 48000.000 470.71 2.02 470.80 1540.85 48000.000 476.36 7.66 476.48 1778.14 51350.000 469.44 .00 469.51 620.10 • 51350.000 471.32 1.88 471.39 1382.51 51350.000 472.01 2.57 472.09 1439.33 51350.000 477.57 8.14 477.66 2459.62 53350.000 469.71 .00 469.77 324.98 53350.000 471.81 2.10 471.9D 1387.29 53350.000 472.57 2.86 472.69 2190.25 53350.000 477.99 B.28 478.05 4233.00 1 22JUNO2 15:38:20 SECNO CWSEL DIPKWS EG TOPWID • 55590.000 470.07 .00 470.31 88.63 • 55590.000 472.33 2.26 472.76 1167.30 55590.000 473.25 3.19 473.68 1413.44 55590.000 478.48 8.41 478.70 2309.67 56940.000 470.83 .00 471.02 169.12 56940.000 473.52 2.68 473.78 875.23 56940.000 474.50 3.67 474.79 1467.80 56940.000 479.36 8.52 479.52 2586.93 1 22JUNO2 15:38:20 DENTION CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN 25530.000 .00 .00 .00 434.40 25530.000 .00 .00 .00 434.40 25530.000 .00 .00 .00 434.40 25530.D00 .00 .00 .00 434.40 25770.000 240.00 .00 .00 434.60 25770.000 240.00 .00 .00 434.60 25770.000 240.00 .00 .00 434.60 25770.ODO 240.00 .00 .00 434.60 * 26830.000 1010.00 .00 .00 436.30 26830.000 1010.00 .00 .00 436.30 26830.000 1010.00 .00 .00 436.30 26830.000 1010.00 .00 .00 436.30 26880.000 50.00 .00 .00 436.20 26880.000 50.00 .00 .00 436.20 26880.000 50.00 .00 .00 436.20 26880.000 50.00 .00 .00 436.20 27165.000 284.00 .00 .00 436.10 27165.000 284.00 .00 .00 436.10 27165.000 284.DO .00 .00 436.10 27165.000 284.00 .00 .00 436.10 • 27449.000 284.00 .00 .00 435.60 27449.000 284.00 .00 .00 435.60 27449.000 284.00 .00 .00 435.60 27449.000 284.00 .00 .00 435.60 27748.000 299.00 .00 .00 435.20 27748.000 299.00 .00 .00 435.20 27748.000 299.00 .00 .00 435.20 27748.000 299.00 .00 .00 435.20 27992.000 244.00 .00 .00 435.60 27992.000 244.00 .00 .00 435.60 27992.000 244.00 .00 .00 435.60 27992.DDD 244.00 .00 .00 435.60 28168.000 176.00 .00 .00 436.60 2B16B.000 176.00 .00 .00 436.60 28168.000 176.00 .00 .00 436.60 28168.000 176.00 .00 .00 436.60 1 22JUNO2 15:38:20 SECNO XLCH ELTRD ELLC ELMIN 28492.000 324.00 .00 .00 436.30 1419.18 2696.64 3519.65 15943.43 88.23 1662.45 2844.88 21975.63 710.10 1886.90 3187.02 26235.60 QLOB .00 438.78 1871.04 24174.59 325.94 1347.56 2738.10 25475.49 Q 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 Q 13300.00 3342.42 538.40 .00 3847.06 1456.29 .00 4240.45 2039.90 .00 7456.08 12800.48 .00 3911.77 .00 .00 5336.36 1.20 .00 6550.71 4.41 .00 14072.06 152.32 .00 3283.99 5.91 .00 5078.90 34.20 .00 6147.61 65.36 .00 7897.27 2067.13 .00 QCH QROH PERENC 4000.00 .00 .00 6560.91 .31 .00 7508.00 20.95 .00 10762.82 1262.59 .00 3674.06 .00 .00 5651.39 1.05 .00 6634.38 27.52 .00 9055.04 1669.46 .00 CWSEL CRIWS EG 451.01 .00 451.44 452.29 .00 452.99 453.52 .00 454.25 455.89 .00 457.48 451.29 .00 451.57 452.74 .00 453.18 453.97 .00 454.44 456.85 .00 457.83 451.71 .00 452.16 453.40 .00 453.94 454.69 .00 455.09 458.31 .00 458.61 451.88 .00 452.21 453.51 .00 454.00 454.71 .00 455.17 458.55 .00 458.77 452.17 .00 452.40 454.03 .00 454.19 455.24 .00 455.35 458.80 .00 458.91 452.45 .00 452.54 454.21 .00 454.29 455.35 .00 455.43 458.88 .00 458.97 452.55 .OD 452.62 454.29 .00 454.37 455.42 .00 455.49 458.93 .00 459.03 452.61 .00 452.70 454.35 .00 454.44 455.48 .00 455.55 458.99 .00 459.09 452.69 .00 452.74 454.42 .00 454.48 455.53 .00 455.59 459.04 .00 459.12 CWSEL CRIWS EG 452.74 .00 452.80 .00 2370.00 2445.00 .00 .00 2370.00 2445.00 .00 .00 2370.00 2445.00 .00 .00 2370.00 2445.00 .00 .00 4160.00 4515.00 .00 .00 4160.00 4515.00 .00 .00 4160.00 4515.00 .00 .00 4160.00 4515.00 .00 .00 5570.00 5670.00 .00 .00 5570.00 5670.00 .00 .00 5570.00 5670.00 .00 .00 5570.00 5670.00 .00 PAGE 29 STENCL STCEL STCHR STENCR .00 4250.00 4340.00 .00 .00 4250.00 4340.00 .00 .00 4250.00 4340.00 .00 .00 4250.00 4340.00 .00 .00 4335.00 4415.00 .00 .00 4335.00 4415.00 .00 .00 4335.00 4415.00 .00 .00 4335.00 4415.00 .00 PAGE 30 10-KS VCH AREA .01K 6.28 5.26 2433.14 5105.79 9.33 6.70 2716.70 5957.31 9.06 6.86 3000.97 6843.65 16.69 10.12 3577.77 8860.49 3.67 4.21 3038.09 6682.62 5.33 5.34 3411.19 7884.46 5.25 5.50 3742.11 8992.90 8.99 7.95 4551.38 12075.56 8.35 5.40 2464.86 4602.21 10.17 6.07 3977.25 5927.09 7.89 5.48 5477.10 7583.05 5.80 5.15 10273.40 15029.79 6.74 4.62 2875.93 5122.77 8.51 5.59 3378.64 6478.99 7.62 5.53 4341.02 7717.00 11.24 4.25 10017.14 10799.85 7.00 4.73 4397.73 5028.57 4.65 4.18 6830.90 8769.29 3.89 3.07 8518.81 10794.94 2.97 2.31 13788.93 20993.43 3.08 2.61 5788.23 7572.46 2.83 2.52 8109.07 11241.65 2.48 1.99 9814.38 13531.77 2.01 1.71 15747.87 25537.71 2.69 2.49 6257.29 8104.71 2.43 2.39 8657.44 12122.07 1.97 2.13 10267.72 15167.97 1.96 1.60 15662.89 25853.45 2.47 2.87 6341.18 8456.04 2.21 2.91 8574.51 12704.22 2.26 2.12 10070.53 14159.81 2.11 2.22 14983.22 24924.34 1.83 2.05 7281.66 9820.41 1.75 2.06 9422.91 14271.77 1.50 1.88 10846.48 17409.68 1.51 1.77 15731.42 29417.87 PAGE 31 10 -KS VCH AREA .01K 1.98 2.13 6873.19 9453.20 Page 16 of 23 Corrected Effective Multi- Profile 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.OB .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 12935.2B 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 1 22JUNO2 15:38:20 PAGE 32 SECNO XLCE ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-YS 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.O6 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 Page 17 of 23 Corrected Effective Multi- Profile 33470.000 325.00 .00 .00 439.00 9400.00 459.10 .00 459.38 8.54 4.29 2191.23 3216.96 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 14900.00 461.72 100 462.06 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 _ 1 22JUNO2 15:38:20 PACE 33 SECNO XLCH EL= 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 r * 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 1 22JUNO2 15:38:20 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.BB 10000.00 463.58 .00 463.74 5.00 3.70 3708.86 4474.27 39290.000 740.00 .00 .00 441.BB 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 6109 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 Page 18 of 23 Corrected Effective Multi - Profile 39540.000 Q 50.00 CWSEL .00 .00 442.00 TOPWID 36200.00 25530.000 471.27 12800.00 .00 472.10 15.72 9.13 6163.20 216.69 9130.01 39940.000 25530.000 400.00 18200.00 .00 .00 442.00 1.28 9900.00 .00 464.68 .00 465.38 13.10 6.99 1800.96 2735.15 39940.000 .00 400.00 .00 .00 442.00 36200.00 13700.00 455.89 466.56 2.37 .00 467.25 248.00 12.82 7.44 2834.11 3826.32 ` 39940.000 451.29 400.00 .00 .00 .00 442.00 15400.00 25770.000 467.24 18200.00 .00 467.92 12.60 7.56 3249.23 263.69 4338.82 39940.000 25770.000 400.00 20600.00 .00 .00 442.00 1.23 36200.00 .00 471.88 .00 472.71 15.01 9.57 6359.04 9344.27 40650.000 .00 700.00 .00 .00 440.00 13300.00 6600.00 451.71 465.78 .00 .00 466.05 256.77 5.96 4.44 1891.11 2703.36 40650.000 453.40 700.00 1.69 .00 .00 440.00 9100.00 26830.000 467.64 21300.00 .00 467.88 5.28 4.51 3198.08 1199.25 3960.48 40650.000 26830.000 700.00 36200.00 .00 .00 440.00 3.62 10200.00 .00 468.30 .00 468.52 4.98 4.49 3730.77 4570.60 - 40650.000 .DO 700.00 .00 .00 440.00 18900.00 36200.00 453.51 473.11 1.63 .00 473.58 322.64 9.99 7.46 8187.74 11453.93 48000.000 454.71 7350.00 1.20 .00 .00 445.60 5300.00 26880.000 468.70 36200.00 .00 468.79 2.78 3.01 3340.96 1710.09 3176.03 48000.000 27165.000 7350.00 13300.00 .00 .00 445.60 .00 8000.00 .00 470.13 .00 470.21 2.71 3.15 5366.50 4860.36 48000.000 .00 7350.00 .00 .00 445.60 21300.00 9800.00 455.24 470.71 1.21 .00 470.80 1418.55 2.93 3.36 6244.44 5726.59 48000.000 458.80 7350.00 3.56 .00 .00 445.60 36200.00 27449.000 476.36 13300.00 .00 476.48 3.45 4.42 15599.07 1170.49 19485.63 51350.000 27449.000 3350.00 18900.00 .00 .00 446.50 1.76 4000.00 .00 469.44 .00 469.51 1.56 2.25 2061.93 3203.32 • 51350.000 .00 3350.00 .00 .00 446.50 36200.00 7000.00 458.88 471.32 3.53 .00 471.39 1740.59 4.60 2.37 4031.82 3264.84 51350.000 452.55 3350.00 .00 .00 .00 446.50 9400.00 27748.000 472.01 18900.00 .00 472.09 4.92 2.63 4998.60 1404.20 4237.68 51350.000 27748.000 3350.00 21300.00 .DO .00 446.50 1.13 36200.00 .00 477.57 .00 477.66 3.25 3.15 17073.43 20093.30 - 53350.000 .00 2000.00 .00 .00 446.00 13300.00 4000.00 452.61 469.71 .00 .00 469.77 1257.10 1.08 2.08 2335.16 3852.40 53350.000 454.35 2000.00 1.74 .00 .00 448.00 7000.00 27992.000 471.81 21300.00 .00 471.90 1.70 2.84 3999.66 1344.42 5367.87 • 53350.000 27992.000 2000.00 36200.00 .00 .00 448.00 3.51 9400.00 .00 472.57 .00 472.69 2.17 3.30 5321.78 6387.08 • 53350.000 .00 2000.00 .00 .00 448.00 36200.00 477.99 .00 478.05 1.53 3.28 25980.09 29303.01 1 - 22JMO2 15:38:20 PAGE 35 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10'KS VCH AREA .OIK 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 9400.00 474.5D .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 1 22JMO2 15:38:20 PAGE 36 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIB SP DIRWSX DIPKWS TOPWID XLCH 25530.000 12800.00 451.01 .00 .00 .00 216.69 .00 25530.000 18200.00 452.29 1.28 .00 .00 226.37 .00 25530.000 20600.00 453.52 1.23 .00 .00 235.67 .00 25530.000 36200.00 455.89 2.37 .00 .00 248.00 .00 25770.000 12800.00 451.29 .00 .28 .00 253.17 240.00 25770.000 18200.00 452.74 1.44 .45 .00 263.69 240.00 25770.000 20600.00 453.97 1.23 .45 .00 272.69 240.00 25770.000 36200.00 456.85 2.88 .96 .00 285.00 240.00 • 26830.000 13300.00 451.71 .00 .42 .00 256.77 1010.00 2683D.000 18900.00 453.40 1.69 .66 .00 1104.81 1010.00 26830.000 21300.00 454.69 1.29 .72 .00 1199.25 1010.00 26830.000 36200.00 458.31 3.62 1.46 .00 1516.80 1010.00 26880.000 13300.00 451.88 .00 .17 .DO 292.57 50.00 26880.000 18900.00 453.51 1.63 .12 .00 322.64 50.00 26880.000 21300.00 454.71 1.20 .02 .00 1173.21 50.00 26880.000 36200.00 458.55 3.84 .24 .00 1710.09 50.00 27165.000 13300.00 452.17 .00 .29 .00 1255.42 284.00 27165.000 18900.00 454.03 1.86 .52 .00 1362.34 284.00 27165.000 21300.00 455.24 1.21 .53 .00 1418.55 284.00 27165.000 36200.00 458.80 3.56 .25 .00 1604.14 284.00 27449.000 13300.00 452.45 .00 .28 .00 1170.49 284.00 27449.000 18900.00 454.21 1.76 .18 .00 1417.15 284.00 27449.000 21300.00 455.35 1.15 .11 .00 1551.59 284.00 27449.000 36200.00 458.88 3.53 .08 .00 1740.59 284.00 27748.000 13300.00 452.55 .00 .09 .00 1345.54 299.00 27748.000 18900.00 454.29 1.75 .08 .00 1404.20 299.00 27748.000 21300.00 455.42 1.13 .07 .00 1445.81 299.00 27748.000 36200.00 458.93 3.51 .05 .00 1691.D4 299.00 27992.000 13300.00 452.61 .00 .06 .00 1257.10 244.00 27992.000 18900.00 454.35 1.74 .05 .00 1310.22 244.00 27992.000 21300.00 455.48 1.13 .06 .00 1344.42 244.00 27992.000 36200.00 458.99 3.51 .06 .00 1468.71 244.00 28168.000 13300.00 452.69 .00 .08 .00 1210.32 176.00 Page 19 of 23 Corrected Effective Multi - Profile 28168.000 18900.00 454.42 1.73 .07 .00 1269.55 176.00 28168.000 21300.00 455.53 1.11 .05 .00 1313.08 176.00 28168.000 36200.00 459.04 3.51 .04 .00 1463.68 176.00 _ 1 22JUNO2 15:38:20 PAGE 37 SECNO Q CWSEL DIFWSP DIFWS% DIFENS TOPWID X CH 28492.000 13300.00 452.74 .00 .06 .00 1114.02 324.00 28492.000 18900.00 454.47 1.72 .05 .00 1177.01 324.00 28492.000 21300.00 455.57 1.10 .04 .00 1220.21 324.00 28492.000 36200.00 459.08 3.50 .04 .00 1372.92 324.00 28720.000 13300.00 452.80 .00 .05 .00 1024.32 228.00 _ 28720.000 18900.00 454.52 1.72 .05 .00 1064.62 228.00 28720.000 21300.00 455.62 1.10 .05 .00 1095.73 228.00 28720.000 36200.00 459.12 3.50 .04 .00 1217.36 228.00 * 28890.000 13300.00 452.80 .00 .01 .00 1019.57 170.00 * 28890.000 18900.00 454.55 1.74 .03 .00 1049.40 170.00 - * 28890.000 21300.00 455.65 1.10 .03 .00 1077.65 170.00 28890.000 36200.00 459.15 3.51 .03 .00 1172.57 170.00 29124.000 13300.00 452.85 .00 .05 .00 540.02 234.00 29124.000 18900.00 454.53 1.68 -.01 .00 945.77 234.00 29124.000 21300.00 455.70 1.17 .06 .00 984.06 234.00 - 29124.000 36200.O0 459.25 3.54 .09 .00 1166.19 234.00 29651.000 13300.00 453.50 .00 .65 .00 841.65 527.00 29651.000 18900.00 455.22 1.72 .69 .00 942.76 527.00 29651.000 21300.00 456.24 1.02 .54 .00 1020.00 527.00 29651.000 36200.00 459.65 3.41 .41 .00 1597.87 527.00 29831.000 13300.00 453.65 .00 .15 .00 727.21 180.00 29831.000 18900.00 455.34 1.69 .12 .00 825.86 180.00 29831.000 21300.00 456.33 .99 .09 .00 857.57 180.00 29831.000 36200.00 459.73 3.40 .08 .00 1561.92 180.00 - * 30027.000 13300.00 453.68 .00 .03 .00 555.16 196.00 * 30D27.000 18900.00 455.38 1.71 .04 .00 627.76 196.00 * 30027.000 21300.00 456.38 .99 .05 .00 680.98 196.00 * 30027.000 362D0.0O 459.75 3.38 .02 .00 965.40 196.00 30384.000 13300.00 453.95 .00 .27 .00 325.16 357.00 - 30384.000 18900.00 455.78 1.83 .39 .00 384.19 357.00 30384.000 21300.00 456.74 .97 .37 .00 429.26 357.00 * 30384.000 36200.00 460.20 3.45 .44 .00 1011.48 357.00 30604.000 13300.00 454.33 .00 .38 .00 447.02 220.00 30604.000 18900.00 456.44 2.12 .67 .00 721.55 220.00 _ 30604.000 21300.00 457.42 .98 .68 .00 825.02 220.00 * 30604.000 36200.00 461.01 3.59 .81 .00 1381.00 220.00 * 30958.000 13300.00 454.95 .00 .62 .00 831.58 354.00 * 30958.000 18900.00 457.03 2.07 .58 .00 1035.29 354.00 _ * 30958.000 21300.00 457.93 .90 .51 .00 1140.63 354.00 * 30958.000 36200.00 461.41 3.48 .40 .00 1421.05 354.00 I 22JUNO2 15:38:20 PAGE 38 SECNO Q CWSEL DIPWSP DIFWS% DIFE S MPWID % CH 31335.000 13300.00 454.23 .00 -.72 .00 332.36 377.00 * 31335.000 18900.00 456.64 2.41 -.38 .00 953.24 377.00 * 31335.000 21300.00 457.83 1.19 -.30 .00 1022.21 377.00 - * 31335.000 36200.00 461.47 3.64 .06 .00 1156.00 377.00 * 32150.000 13300.00 456.60 .00 2.36 .00 242.69 170.00 * 32150.000 18900.00 456.99 .40 .35 .00 253.67 170.00 32150.000 21300.00 457.91 .92 .08 .00 375.99 170.00 32150.000 36200.00 461.35 3.44 -.12 .00 2053.18 170.00 32200.000 13300.00 456.50 AD -.10 .00 153.82 50.00 32200.000 18900.00 456.80 .30 -.20 .00 156.84 50.00 32200.000 21300.00 457.71 .91 -.21 .00 165.96 50.00 32200.000 36200.00 460.56 2.85 -.79 .00 202.51 50.00 - 32230.000 13300.00 456.54 .00 .04 .00 154.20 50.00 32230.000 18900.00 456.98 .44 .18 .00 158.65 50.00 32230.000 21300.00 457.91 .93 .20 .00 168.00 50.00 * 32230.000 36200.00 463.79 5.88 3.23 .00 823.63 50.00 * 32250.000 9400.00 457.58 .00 1.05 .00 290.55 1.00 - 32250.000 13200.00 459.11 1.52 2.13 .00 951.58 1.00 32250.000 14900.00 460.31 1.20 2.40 .00 1263.17 1.00 * 32250.000 36200.00 466.42 6.11 2.63 .00 2913.10 1.00 * 32305.000 9400.00 457.39 .00 -.19 .00 264.81 55.00 * 32305.000 13200.00 458.94 1.55 -.17 .00 320.89 55.00 - * 32305.000 14900.00 460.15 1.21 -.16 .00 506.02 55.00 32305.000 36200.00 466.45 6.30 .03 .00 3881.69 55.00 Page 20 of 23 Corrected Effective Multi - Profile * 32725.000 9400.00 458.54 .00 1.15 .00 721.03 420.00 * 32725.000 13200.00 460.23 1.69 1.29 .00 1427.19 420.00 * 32725.000 14900.00 461.24 1.01 1.10 .00 2160.90 420.00 32725.000 36200.00 466.62 5.38 .18 .00 3912.75 420.00 33145.000 9400.00 458.88 .00 .34 .00 372.01 420.00 33145.000 13200.00 460.51 1.63 .28 .00 401.68 420.00 " 33145.000 14900.00 461.44 .93 .20 .00 500.04 420.00 33145.000 36200.00 466.70 5.27 .09 .00 3714.41 420.00 33470.000 9400.00 459.10 .00 .22 .00 296.32 325.00 33470.000 13200.00 460.79 1.69 .27 .00 517.61 325.00 33470.000 14900.00 461.72 .93 .28 .00 559.63 325.00 33470.000 36200.00 466.78 5.06 .08 .00 2537.00 325.00 - 34260.000 9400.00 459.83 .00 .73 .00 420.45 790.00 34260.000 13200.00 461.66 1.83 .87 .00 568.51 790.00 34260.000 14900.00 462.54 .89 .82 .00 596.93 790.00 34260.000 36200.00 467.04 4.50 .26 .00 1845.00 790.00 1 - 223UNO2 15:38:20 PAGE 39 SECNO 0 CWSEL DI FWSP DIFWSX DIFXWS TOPWID XLCH " 34850.000 9400.00 460.00 .00 .17 .00 132.05 590.00 " 34850.000 13200.00 461.74 1.74 .09 .00 155.47 590.00 " 34850.000 14900.00 462.56 .82 .02 .00 176.52 590.00 • 34850.000 36200.00 467.42 4.85 .38 .00 1575.00 590.00 34950.000 9400.00 460.23 .00 .23 .00 131.76 100.00 34950.000 13200.00 462.49 2.25 .75 .00 1172.02 100.00 - • 34950.000 14900.00 463.65 1.16 1.09 .00 1702.77 100.00 • 34950.000 36200.00 467.87 4.22 .46 .00 1955.00 100.00 " 35700.000 9400.00 461.58 .00 1.34 .00 667.16 750.00 • 35700.000 13200.00 463 -65 2.07 1.16 .00 1740.21 750.00 • 35700.000 14900.00 464.39 .74 .73 .00 1863.13 750.00 35700.000 36200.00 468.31 3.92 .44 .00 2508.35 750.00 • 36250.000 9400.00 462.13 .00 .55 .00 724.5E 550.00 " 36250.000 13200.00 464.03 1.90 .38 .00 1008.18 550.00 • 36250.000 14900.00 464.69 .66 .30 .00 1361.70 $50.00 • 36250.000 36200.00 468.50 3.81 .19 .00 2437.57 550.00 " 36970.000 10000.00 461.85 .00 -.28 .00 275.16 720.00 • 36970.000 13800.00 463.87 2.03 -.15 .00 1026.83 720.00 • 36970.000 15600.00 464.59 .72 -.10 .00 1239.68 720.00 " 36970.000 36200.00 468.60 4.01 .10 .00 1461.16 720.00 • 37600.000 10000.00 462.92 .00 1.07 .00 949.14 630.00 " 37600.000 13800.00 464.67 1.75 .80 .00 1074.72 630.00 " 37600.000 15600.00 465.28 .61 .69 .00 1087.28 630.00 • 37600.000 36200.00 469.14 3.85 .53 .00 1129.00 630.00 _ 37800.000 10000.00 462.96 .00 .04 .00 535.73 200.00 37800.000 13800.00 464.68 1.72 .01 .00 1001.35 200.00 17800.000 15600.00 465.29 .61 .01 .00 1015.95 200.00 37800.000 36200.00 469.13 3.84 -.01 .00 1257.94 200.00 37990.000 10000.00 463.00 .00 .04 .00 542.96 190.00 37990.000 13800.00 464.74 1.74 .06 .00 842.05 190.00 37990.000 15600.00 465.35 .61 .06 .00 918.77 190.00 37990.000 36200.00 469.22 3.87 .09 .00 1145.00 190.00 38050.000 10000.00 463.09 .00 .09 .00 711.65 60.00 - 38050.000 13800.00 464.83 1.74 .10 .00 844.41 60.00 - 38050.000 15600.00 465.44 .61 .10 .00 883.47 60.00 38050.000 36200.00 469.33 3.89 .11 .00 1086.00 60.00 38200.000 10000.00 463.16 .00 .06 .00 756.34 150.00 38200.000 13800.00 464.91 1.75 .07 .00 889.97 150.00 38200.000 15600.00 465.52 .61 .08 .00 925.59 150.00 - 38200.000 36200.00 469.47 3.95 .14 .00 1005.00 150.00 1 22JUNO2 15:38:20 PAGE 40 - SECNO Q CWSEL DIFWSP DIFWSX DIMS TOPWID' )UCH 38550.000 10000.00 463.29 .00 .13 .00 705.60 350.00 38550.000 13800.00 465.04 1.75 .13 .00 794.69 350.00 38550.000 15600.00 465.65 .62 .13 .00 831.14 350.00 38550.000 36200.00 469.66 4.01 .19 .00 1205.00 350.00 39290.000 10000.00 463.58 .00 .30 100 580.10 740.00 39290.000 13800.00 465.33 1.75 .29 1.75 615.82 740.00 39290.000 15600.00 465.96 .63 .30 2.37 627.20 740.00 39290.000 36200.00 470.08 4.13 .42 6.50 704.00 740.00 - • 39440.000 10000.00 463.38 .00 -.21 .00 248.76 150.00 • 39440.000 13800.00 465.03 1.65 -.30 1.65 412.83 150.00 Page 21 of 23 Corrected Effective Multi - Profile * 39440.000 15600.00 * 39440.000 36200.00 ' 39490.000 10000.00 ' 39490.000 13800.00 ' 39490.000 15600.00 * 39490.000 36200.00 39540.000 9900.00 39540.000 13700.00 39540.000 15400.00 39540.000 36200.00 39940.000 9900.00 39940.000 13700.00 39940.000 15400.00 39940.000 36200.00 40650.000 6600.00 40650.000 9100.00 40650.000 10200.00 40650.000 36200.00 48000.000 5300.00 48000.000 8000.00 48000.000 9800.00 * 48000.000 36200.00 51350.000 4000.00 ' 51350.000 7000.00 51350.000 9400.00 51350.000 36200.00 53350.000 4000.00 * 53350.000 7000.00 * 53350.000 9400.00 * 53350.000 36200.00 1 22JMO2 15:38:20 SECNO Q ' 55590.000 4000.00 * 55590.000 7000.00 ' 55590.000 9400.00 * 55590.000 36200.00 56940.000 4000.00 56940.000 7000.00 56940.000 9400.00 56940.000 36200.00 1 22JUNO2 15:38:20 465.63 .60 -.33 2.25 444.89 469.59 3.96 -.50 6.21 593.00 464.21 .00 .83 .00 349.64 466.10 1.89 1.07 1.89 390.89 466.77 .67 1.14 2.56 405.26 471.21 4.44 1.63 7.00 482.87 464.04 .00 -.16 .00 467.35 465.97 1.93 -.13 1.93 570.05 466.66 .70 -.10 2.62 607.12 471.27 4.60 .05 7.22 700.00 464.68 .00 .64 .00 493.34 466.56 1.88 .59 1.88 609.90 467.24 .68 .57 2.55 617.79 471.88 4.64 .61 7.20 800.02 465.78 .00 1.09 .00 581.31 467.64 1.86 1.08 1.86 790.48 468.30 .66 1.06 2.52 830.27 473.11 4.81 1.23 7.33 1035.99 468.70 .00 2.92 .00 1271.56 470.13 1.44 2.49 1.44 1485.01 470.71 .58 2.42 2.02 1540.85 476.36 5.65 3.25 7.66 1776.14 469.44 .00 .74 .00 620.10 471.32 1.88 1.19 1.88 1382.51 472.01 .68 1.30 2.57 1439.33 477.57 5.57 1.22 8.14 2459.62 469.71 .00 .27 .00 324.98 471.81 2.10 .49 2.10 1387.29 472.57 .77 .57 2.86 2190.25 477.99 5.42 .42 8.28 4233.00 CWSEL DIFWSP DIFWSX DIPKWS TOPWID 470.07 .00 .36 .00 86.63 472.33 2.26 .52 2.26 1167.30 473.25 .93 .68 3.19 1413.44 478.48 5.22 .49 8.41 2309.67 470.83 .00 .77 .00 169.12 473.52 2.68 1.19 2.68 875.23 474.50 .99 1.25 3.67 1467.80 479.36 4.85 .88 8.52 2586.93 150.00 150.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 400.00 400.00 400.00 400.00 700.00 700.00 700.00 700.00 7350.00 7350.00 7350.00 7350.00 3350.00 3350.00 3350.00 3350.00 2000.00 2000.00 2000.00 2000.00 PAGE 41 XLCH 2240.00 2240.00 2240.00 2240.00 1350.00 1350.00 1350.00 1350.00 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 Page 22 of 23 Corrected Effective Multi - Profile CAUTION SECNO- 32230.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL 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.OD0 WARNING SECNO= 34850.000 1 22JUNO2 15:38:20 PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE = PROFILE= 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 WARNING SECNO. 34850.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 4 1 2 3 1 2 3 4 3 1 2 PAGE 43 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 WARNING SECNO= 35700.000 WARNING SECNO. 35700.000 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 SECND= 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 PROFILE= PROFILE. PROFILE. PROFILE- PROFILE- PROFILE. PROFILE= PROFILE= PROFILE. PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE. PROFILE= PROFILE= PROFILE. PROFILE. PROFILE= PROFILE= PROFILE. PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 48OOO.D00 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 51350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 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= PROFILE. PROFILE= PROFILE. PROFILE= PROFILE= PROFILE. 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 2 3 4 1 2 3 4 Page 23 of 23 Post Project Floodplain / Floodway " HEC -2 WATER SURFACE PROFILES ' ' Version 4.6.2; May 1991 * RUN DATE 19JUND2 TIME 13:43:06 ' X X YYYYYYY xxxxx r1,a 2002 xxxxx x X X x X X X x x x x Based on PEMA Effective 100 -Year Model x _ xxxxxxx xxxx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx Xxxxx XYYVYYY 1 19JUNO2 13:43:09 u rer::f l,Irlufla „aRra, +au 11111111 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ,u 1f 11r..atr+f111f frf 1flf 11 ,.11a „a, PAGE 1 THIS RUN EXECUTED 19JUNO2 13:43:09 i11Rr1f iftf +f if l+lG if RI IRf+++fftx x+++xx " U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER ' + 609 SECOND STREET, SUITE D " ' DAVIS, CALIFORNIA 95616 -4687 + (916) 756 -1104 arar:f xll•,x1,aa +iflfff1rr 11116 rarii„ PAGE 2 900 1400 1900 2400 2670 3100 3620 4100 4600 Page 1 of 18 u,ff111,u 11111111,,,a.aarla u, 1111 », «aa aau,,,1l,a „alas il,lfffff111 KHA file DENPRFW.dat June r1,a 2002 Proposed Conditions 100 -Year Floodplain /Floodway Model Based on PEMA Effective 100 -Year Model ENA revised cross sections 37600 through 39290 Project Contacts: Steven Galloway, Dan Grant, Bill Pembroke --- THIS IS THE PROPOSED MULTIPROFILE FLOODPLAIN MODEL. fralff lllr1 alas,,," if aaRlff,11f 111111ra „rf„ u,1 sa l,,,ref uflf1111, T1 DENTON CREEK - SCHREIBER TRACT PROPOSED CONDITIONS MBJ /BMS 6/99 '- T2 DENTON CREEK - 100 YR DISCHARGE PROFILE PIS W /FLOODWAY KRA /MRE 7/99 T3 DENTON CREEK, TEXAS FILE: DENPRFW.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q NEEL FQ 0 4 0 0 0 0 0 0 453.5205 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW C!HNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 115 150 200 JS LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 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. 1 19JUNO2 13:43:09 - QT B 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 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 - GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 GR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 GR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 - GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 i11Rr1f iftf +f if l+lG if RI IRf+++fftx x+++xx " U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER ' + 609 SECOND STREET, SUITE D " ' DAVIS, CALIFORNIA 95616 -4687 + (916) 756 -1104 arar:f xll•,x1,aa +iflfff1rr 11116 rarii„ PAGE 2 900 1400 1900 2400 2670 3100 3620 4100 4600 Page 1 of 18 Post Project Floodplain / Floodway ET 2495 2780 2.1 7.1 2495 2780 0 X1 25770 40 2495.2 2780 240 240 240 1241.0 .065 1444.0 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 OR 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 414.60 2710 GR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 457.8 3230 OR 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 Or 8 21300 21300 21300 21300 21300 21300 21300 21300 GR NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 .055 NH 5200 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 NOTE: GR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY -DAVIS PIS UPDATE 454.2 2423.0 454.0 CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. ARRA. 2634.0 455.0 2683.0 459.0 2761.0 ET 2619. 5200- 2.1 .0500 1038.0 7.1 2619.58 3200. 1433.0 .0400 X1 26830 42 2619.58 3100 1030 960 1010 7.1 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 OR 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 459.0 2658.0 ANNA CROSS SECTION - 16 APRIL '92 .05 1054.0 .04 1199.0 .065 1427.0 .04 NOTE: SECTIONS 268.80 THRU 313.35 FROM PROPOSED GRADING PLAN FOR THE COPPELL .04 2106.0 .035 COMMUNITY PARK. AHHA. 2761.0 ET NOTE: SECTIONS 268.80 THROUGH 313.35 R.O.B. FLOODWAY SET AT 100 YEAR 2736.39 X1 CWSEL END STATION 39.0 1014.0 1534.0 240 248 284 1 BEGIN PROPOSED PARK IMPROVEMENTS 19JUNO2 13:43:09 PAGE 3 NH 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 1521.0 .07 WE 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 OR 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 OR 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 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 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 OR 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 NR 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 OR 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 FOR PROPOSED CORDS. 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 OR 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 1 Page 2 of 18 Post Project Floodplain / Floodway Page 3 of 18 19JUNO2 13:43:09 PAGE 4 NR B .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 OR 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 OR 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 OR 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 OR 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 1408.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 OR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 OR 446.6 2297.0 448.0 2319.0 449.0 2339.0 450.0 2384.0 451.0 2437.0 OR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIE SECTION 288.70 OT 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 OR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 OR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 OR 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 OR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 OR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 OR 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 OR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 OR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 OR 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 OR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 OR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 1 19JUNO2 13:43:09 PAGE 5 OR 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 Xi 28890 45.0 1289.0 1696.0 153 194 170 OR 462.0 1289.0 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 OR 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 OR 437.1 1637.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 OR 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 OR 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 OR 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 GR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 NH 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 ET 7.1 1168.0 2590.89 X1 29651 48.0 1168.0 1615.0 600 404 527 OR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 OR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 Page 3 of 18 Post Project Floodplain / Floodway GR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 GR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 GR 455.0 1625.0 450.0 1670.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 GR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 _ GR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 GR 457.0 2558.0 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 GR 459.0 2604.0 459.0 2772.0 460.0 2777.0 NR 10 .05 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 _ NH 1654.0 .040 1770.0 .035 2090.0 .045 2396.0 .075 2434.0 .045 NH 2771.0 ET 7.1 1147.0 2421.32 X1 29831 47 1147.0 1570.0 171 197 180 GR 462.0 1147.0 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 GR 438.14 1296.0 450.0 1343.0 455.0 1361.0 460.0 1377.0 461.0 1386.D - GR 460.0 1421.0 459.0 1444.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 GR 439.3 1518.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 OR 459.8 1586.0 455.0 1607.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 GR 449.0 1735.0 447.9 1770.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 1 19JVNO2 13:93:09 PAGE 6 OR 457.0 2139.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 GR 458.0 23BB.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 GR 459.0 2434.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 GR 458.0 2763.0 460.0 2771.0 - APPROXIMATE LOCATION PIS SECTION 305 +70 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 ET 7.1 1128.0 2140.64 X1 30027 34 1128.0 1525.0 148 299 196 GR 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 GR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 GR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 GR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 GR 459.0 1740.0 457.0 1758.D 456.0 1780.0 455.0 1790.0 451.0 1821.0 GR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 - GR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 NN 9 .05 1095.0 .04 1225.0 .065 1320.0 .04 1377.0 .07 NH 1668.0 .045 1694.0 .07 1951.0 .045 1977.0 .07 2150.0 ET 7.1 1045.0 1994.78 X1 30384 46.0 1045.0 1447.0 371 410 357 GR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.14 1142.0 GR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 GR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 GR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 GR 460.0 1504.0 460.0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 GR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 GR 460.0 1716.0 460.0 1756.0 461.3 1780.0 461.0 1800.0 459.0 1815.0 GR 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 GR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 GR 460.0 2150.0 APPROXIMATE LOCATION PIS SECTION 312.30 - NH 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 NH 1469 .045 1496 .07 1601 .040 1831 .045 1895 0.07 NH 2395 ET 7.1 1014 2149.69 X1 30604 49 1014 1350 269 319 220 GR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 _ GR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 GR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 GR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 GR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 GR 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 -, GR 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 GR 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 GR 450.0 IB76 447.0 1885 447.0 1895 450.0 1898 455.0 1917 GR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 1 19JUNO2 13:43:09 PAGE 7 NH 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 NH 2157 .0450 2173 .0700 2504.0 ET 7.1 1048.0 2300.64 - X1 30958 33 1048.0 1285.0 303 302 354 GR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 GR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 OR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 GR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 - GR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 GR 457.0 2232.0 459.0 2380.0 461.0 2504.0 ME 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 ME 2103.0 .0450 2124.0 .0700 2193.0 ET 7.1 1037.0 2171.32 - X1 31335 32 1037.0 1204.0 377 344 377 OR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 Page 4 of 18 Post Project Floodplain / Floodway GR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 OR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 GR 460.0 2180.0 461.0 2193.0 END ARH CROSS SECTION 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. %1 32150 40 3400 3525 160 180 170 GR 470 1000 461 1600 461 1800 458 2D00 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. Xi 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. 4740. 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. 1 19JUNO2 13:47:09 PAGE 8 OR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425. 446.5 3432. GR 467.0 3432.01 463.0 3434.99 445. 3435. 475.0 3455. 435. 3475. GR 445. 7495. 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 4780. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397. GR 455.2 4797. 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 S. 14900. 14900. 14900. 14900. 149D0. 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. OR 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. GR 461. 4720. 461. $100. 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. OR 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. 1 Page 5 of 18 Post Project Floodplain / Floodway Page 6 of 18 19JUNO2 13:43:09 PAGE 9 OR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. OR 461. 2165. 461. 2500, 463. 2700. 463. 2805. 460. 2885. '- OR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. OR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. OR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. OR 464. 3875. 465. 3890. 470. 3960. QT B. 14900. 14900. 14900. 14900. 14900. 14900. 14900. 14900. _ MH 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. OR 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. OR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 OR 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. OR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. OR 450. 1825. 445, 1835. 440. 1848. 439. 1852. 438.4 1862. OR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. - OR 460. 1930- 461. 1938. 462. 1951. 463. 1960. 463. 1969. OR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. OR 462. 3510. 470. 3560. 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. .- XI 33470. 43. 1135. 1603. 315. 260, 325. X3 10. OR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 OR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. OR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. OR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. - OR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. OR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1628. OR 456.2 1650. 454. 1670. 454. 1745. 456.2 1765. 458. 1785. OR 460. 1815. 460. 1965. 458. 2005. 458. 2065. 460. 2100. OR 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. OR 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. OR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. OR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. OR 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. - 1 19JUNO2 13:43:09 PAGE 10 NH 5. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1533. 0.055 - MH 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. OR 465. 0.0 465. 648. 461, 660. 461. 660. 461. 1005. GR 462.0 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. _ OR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. OR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1470. OR 462. 1484. 464. 1533. 465. 1548. 466. 1560. 467. 1575. RT 0. 0.0 0.0 0.0 7.1 660. 1520. MH S. .050 355. .055 1005. .060 1310. .045 1520. .055 _ NH 1575. X1 34950. 28. 1310. 1520. 110. 90. 100. OR 470. -380. 465. -380. 464. -260. 463. -240. 463. -70. OR 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. _ OR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. OR 464. 1520. 466. 1560. 467. 1575. ET 0. 0.0 0.0 0.0 7.1 2700 3400 NH S. .050 1370. .055 2057. .060 3106. .045 3233. .055 - ME 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO LEFT OVERBANX CORRECTED TO BETTER MATCH 1992 TOPO. RES /DAI 12/98 Xi 35700 30 3106 3233 750 750 750 OR 470.00 1000 468.00 1250 465.60 1370 463.20 1754 462.20 1940 OR 463.10 2057 462.00 2127 460.40 2331 460.40 2471 462.00 2524 - OR 462.00 2962 460.00 3106 458.00 3127 450.00 3153 444.00 3158 OR 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 OR 467.20 3549 468.00 3678 469.00 3815 470.00 3957 472.00 4220 ET 0. 0.0 0.0 0.0 7.1 2825 3525 - MH 5. .060 2260. .055 2720. .060 3028. .045 3170. .040 NR 3550. Page 6 of 18 Post Project Floodplain / Floodway SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO GR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERBA LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO AND INEFF. FLOW AREA. RES /DA X1 36250 29 3028 3170 530 530 550 _ OR 472.00 1000 470.00 1000 468.00 1150 467.30 1500 467.00 2100 GR 464.00 2140 464.80 2260 462.00 2460 460.70 2500 460.70 2600 GR 464.70 2720 464.00 2903 462.00 2965 460.00 2993 458.00 3028 OR 450.00 3051 444.00 3055 439.80 3086 444.00 3116 450.00 3123 GR 460.00 3138 462.00 3150 462.00 3170 448.00 3250 448.00 3470 GR 463.00 3495 463.00 3505 468.00 3550 472.00 3550 1 193VNO2 13:93:09 PAGE II QT 8. 15600. 15600. 15600. 15600. 15600. 15600. 15600. 15600. _. ET 0. 0.0 0.0 0.0 7.1 2900. 3835. NC .1 .3 0. 0, D. 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. LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES /DAI 12/98 EXIS. POND IN AT. OVERBANK X1 36970. 36. 2900. 3060. 600. 600. 720. 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. OR 463.3 3200. 462. 3300. 462. 3400. 464. 3430. 464.5 3570. GR 463.0 3645. 460. 3658. 457. 3690. 457. 3730. 460. 3765. GR 463.0 3790 465. 3815. 468.5 3835. 469. 3960. 469. 3990. GR 473. 4070. ET 7.1 1921 2710 NH 5 .055 1850 .045 1931 .045 2160 .055 2400 .04 NH 2730 Begin KRA Modification 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 2160 GR 460 2400 460 2400 461 2570 462 2610 461 2650 GR 458 2680 452 2700 452 2730 470 2730 ET 7.1 1809 2430 NH 6 .055 1790 .045 2046 .055 2068 .045 2135 .055 WE 2185 .04 2455 SECTION ADDED FROM TOPO. RES 3/8/97 - X1 37800 20 2046 2185 70 100 200 OR 470 1046 468 1392 467.5 1790 458.5 1826 458.5 2046 OR 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 410 2455 ET 7.1 1873 2520 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 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 1 19JIINO2 13:93:09 PAGE 12 ET 7.1 1869 2530 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 6D 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 ET 7.1 1907 2600 NH 5 .06 1893 .045 2139 .045 2270 .055 2295 .045 NN 2640 X1 38200 27 2139 2270 150 150 150 GR 468 1555 467.5 1893 458.5 1927 458.5 2040 458.5 2139 OR 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 OR 457 2530 451 2550 451 2570 457 2588 459 2605 OR 464 2640 473 2640 Page 7 of 18 Post Project Floodplain / Floodway ET 7.1 1946 2610 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 OR 468 1415 467.5 1430 467.5 1915 458.5 1951 458.5 2048 OR 458.5 2142 444 2160 441.2 2190 444 2205 460 2225 OR 461.2 2300 457 2355 457 2450 460 2480 457 2505 OR 451 2525 451 2555 457 2575 459 2595 462 2610 OR 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 1360 2064 2.1 7.1 1373 2064 X1 39290 22 1551 1675 600 800 740 OR 468 977 468 1345 459 1381 459 1485 459 1551 OR 450 1560 445 1565 441.BB 1580 445 1600 450 1615 OR 460 1675 460 1710 458 1750 458 1950 460 2000 OR 462 2150 464 2175 466 2180 468 2190 470 2200 OR 472 2240 474 2310 END STODY BY KRA FOR SCHREIBER TRACT NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 1 19JUNO2 13:43:09 PAGE 13 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. OR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. OR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. OR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463- 3900. OR 464. 4000. 468. 4025. 464. 4040- 444. 4090. 442. 4110. OR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. OR 481.5 4880. 483, 4970. 484. 5080. 482- 5380. 482. 5460. OR 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 2180 -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 OR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 OR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 OR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 OR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 OR 442 4193 443.5 4217 462.5 4257 468.5 4310 478 -5 4505 OR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 OR 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.N. 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 OR 502 1000 491.6 1050 490 1160 487 1330 487 1530 OR 484 1800 483 2000 480 2100 480 2200 477 2480 _ OR 477 3450 477.3 3610 471 -5 3730 465 3790 463 3900 OR 464 4000 468 4025 464 4040 444 4090 442 4110 OR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 OR 481.5 4880 483 4970 484 5080 482 5380 482 5460 OR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED PROM 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 K1 39940 24 1420 1500 400 400 400 OR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 OR 464.7 1170 464 1380 462 1410 460 1420 444 1430 OR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 OR 466 1570 466 1620 464 1650 462 1680 462 1690 OR 464.0 1740 470.0 1780 472 1930 474 2010 1 - 19JUNO2 13:43:09 PAGE 19 QT 8 10200 10200 10200 10200 10200 10200 10200 10200 NC RECORD ADDED FOR S.H. 121 NC .1 .3 Mf 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 Page 8 of 18 Post Project Floodplain / Floodway y NH 5410 .04 6200 E.I. 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 OR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 - OR 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 OR 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 MR 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NN 3350 .06 5200 ET 7.1 1739 3039 X1 48000 32 2370 2445 5700 2900 7350 OR 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 2810 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 MR 6 .05 1400 .05 2930 .055 4160 .045 4515 .058 NH 4585 .06 5420 ET 7.1 3915 4515 - X1 51350 30 4160 4515 3600 3700 3350 OR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 OR 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 - OR 482 4615 484 4675 498 5215 500 5330 505.5 5420 MH 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 OR 474 2100 472.5 2500 474 2750 472 - 3400 467 3450 OR 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 OR 460 5650 467 5670 473 5700 472 5900 473 6000 -- OR 470 6100 481.4 6120 490 6170 510 6230 1 19JVNO2 13:43:09 PAGE 15 -' 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 4B6 1550 GR 489 1900 480 2000 475 2500 475 2600 471 3000 - GR 472 3600 472 3900 473 4000 476 4240 470 4250 OR 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 OR 452 4370 467 4400 474 4415 473 4440 473.8 4445 OR 476 4630 500 4760 502 4800 1 19JllNO2 13:43:09 PAGE 16 T1 DENTON CREEK - SCHREIBER TRACT PROPOSED CONDITIONS MBJ /BMS 6/99 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE PIS W /FLOODWAY KRA /MRE 7/99 T3 DENTON CREEK, TEXAS PILE: DENPRFW.DAT - S1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q NSEL FO 0 6 0 0 0 0 0 0 454.11 J2 NPROP IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE - 15 0 -1 1 - 19JUNO2 13:93:09 PAGE 17 - Page 9 of 18 Post Project Floodplain / Floodway aara•war wwr wwaarrrawwrar..ww HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 aa ra• rrr »wwwawawarrraaaaaawrrwaaa THIS RUN EXECUTED 19JUNO2 13:43:13 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 OCR 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 SBO.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 ' 27165.000 455.60 .56 455.89 1428.82 .00 6509.82 1479D.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 1548.8B 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 1 19JIINO2 13:43:09 PAGE 18 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH GROB 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 Page 10 of 18 Post Project Floodplain / Floodway 1 32250.000 CWSEL 460.31 EG .00 460.68 QLOB 1263.17 QROB 116.95 PERENC 11910 -53 2872.52 STENCR 3140.00 3040.00 3400.00 462.70 3525.00 596.93 6180.00 32250.000 460.36 .05 460.77 .00 998.25 .00 128.70 868.00 12338.01 1520.00 2433.29 .00 1360.00 34260.000 3040.00 462.84 3400.00 .30 3525.00 4400.00 * 32305.000 460.15 14900.00 .00 460.85 506.02 868.00 .00 11155.87 3744.13 1480.00 .00 * 34850.000 .00 2110.00 2325.00 463.68 .00 * 32305.000 460.17 .00 .02 460.96 .00 479.26 .00 .00 11684.26 1310.00 3215.74 1533.00 1491.00 .00 1825.00 * 34850.000 2110.00 463.03 2325.00 .47 3316.00 * 32725.000 181.77 461.24 .00 461.35 2160.90 5098.79 6434.68 3366.53 1533.00 .00 1500.00 .00 1940.00 2150.00 .00 * 32725.000 461.39 .15 461.52 10367.68 1620.52 .00 4469.34 .00 7048.58 .00 3382.07 1310.00 1998.00 1520.00 1634.00 .00 1940.00 34950.000 2150.00 463.85 3632.00 * 33145.000 464.34 461.44 806.21 .00 461.67 500.04 5B.17 14841.83 660.00 .00 1310.00 .00 1520.00 .00 1390.00 1960.00 .00 33145.000 .00 461.63 .19 461.85 4424.75 427.88 9735.34 .00 14900.00 .00 .00 570.00 3106.00 1390.00 3233.00 1390.00 1960.00 * 35700.000 1960.00 33470.000 461.72 465.23 .00 462.06 559.63 342.60 14557.40 700.00 .00 2700.00 .00 3106.00 .00 1135.00 1603.00 .00 33470.000 464.69 461.89 .00 -17 462.23 1362.09 402.00 786.99 .00 14900.00 10304.33 .00 468.00 .00 1135.00 3028.D0 1135.00 3170.00 1603.00 1603.00 19JUNO2 13:43:09 PAGE 19 SECNO CWSEL DIFI(WS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCRR STENCR 34260.000 462.54 .00 462.70 596.93 1.75 14898.25 .00 .00 .00 868.00 1520.00 .00 34260.000 462.84 .30 462.98 599.64 .00 14900.00 .00 612.00 868.00 868.00 1520.00 1480.00 * 34850.000 462.56 .00 463.68 176.52 .00 14900.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 463.03 .47 464.06 181.77 .00 14900.00 .00 840.00 660.00 1310.00 1533.00 1500.00 * 34950.000 463.65 .00 461.97 1702.77 4532.32 10367.68 .00 .00 .00 1310.00 1520.00 .00 34950.000 463.85 .20 464.34 806.21 2706.52 12193.48 .00 860.00 660.00 1310.00 1520.00 1520.00 * 35700.000 464.39 .00 464.63 1863.15 4424.75 9735.34 739.91 .00 .00 3106.00 3233.00 .00 * 35700.000 464.81 .42 465.23 700.00 1995.43 11890.42 1014.15 700.00 2700.00 3106.00 3233.00 3400.00 * 36250.000 464.69 .00 464.75 1362.09 786.99 3808.68 10304.33 .00 .00 3028.D0 3170.00 .00 * 36250.000 465.31 .62 465.37 700.00 330.82 3933.59 10635.59 700.00 2825.00 3028.00 3170.00 3525.00 * 36970.000 464.59 .00 465.03 1239.73 1035.35 10544.68 4019.98 .00 .00 2900.00 3060.00 .00 * 36970.000 465.22 .63 465.62 916.26 .00 10628.39 4971.61 935.00 2900.00 2900.00 3060.00 3835.00 - * 37600.000 465.26 .00 465.36 873.02 735.47 9276.22 5588.30 .00 .00 1931.00 2160.00 .00 * 37600.000 465.82 .56 465.93 789.00 104.87 9897.85 5597.29 789.00 1921.00 1931.00 2160.00 2710.00 37800.000 465.29 .00 465.40 656.15 2911.56 6268.61 6419.83 .00 .00 2046.00 2185.00 .00 37800.000 465.87 .58 465.97 621.00 3066.28 6116.31 6417.41 621.00 1809.00 2046.00 2185.00 2430.00 -' 37990.000 465.34 .00 465.47 711.39 4012.67 5264.32 6323.01 .00 .00 2157.00 2260.00 .00 37990.000 465.91 .57 466.03 647.00 4184.67 5137.79 6277.54 647.00 1873.00 2157.00 2260.00 2520.00 38050.000 465.38 .00 465.49 736.54 3607.03 4252.49 7740.48 .00 .00 2160.00 2260.00 .00 38050.000 465.94 .56 466.04 661.00 3873.15 4272.63 7454.22 661.00 1869.00 2160.00 2260.00 2530.00 -" 38200.000 465.42 .00 465.53 739.16 3186.38 6377.17 6036.46 .00 .00 2139.00 2270.00 .00 38200.000 465.97 .55 466.08 693.00 3381.07 6313.04 5905.89 693.00 1907.00 2139.00 2270.00 2600.00 38550.000 465.51 .00 465.64 697.04 2865.39 5656.18 7078.43 .00 .00 2142.00 2225.00 .00 38550.000 466.06 .54 466.17 664.00 2908.24 5485.35 7206.42 664.00 1946.00 2142.00 2225.00 2610.00 39290.000 465.75 .00 465.90 704.00 2852.93 7396.43 5350.64 704.00 1360.00 1551.00 1675.00 2064.00 39290.000 466.26 .51 466.39 691.00 2890.93 7184.16 5524.91 691.00 1373.00 1551.00 1675.00 2064.00 * 39440.000 465.32 .00 466.63 428.38 278.05 14564.61 757.33 593.00 3921.00 4040.00 4150.00 4514.00 * 3944D.000 465.90 .58 467.00 459.27 415.84 14123.36 1060.81 593.00 3921.00 4040.00 4150.00 4514.00 * 39490.000 466.59 .00 466.98 401.37 958.72 14641.28 .00 625.00 3880.00 4030.00 4310.00 4505.00 * 39490.000 466.93 .34 467.29 401.09 992.47 14607.53 .00 560.00 3887.80 4030.00 4310.00 4447.80 39540.000 466.47 .00 467.22 596.85 681.93 12652.85 2065.22 700.00 3900.00 4040.00 4150.00 4600.00 39540.000 466.69 .22 467.65 384.73 107.25 13905.60 1387.15 476.14 3989.26 4040.00 4150.00 4465.40 39940.000 467.10 .00 467.81 616.19 1676.02 11487.28 2236.70 .00 .00 1420.00 1500.00 .00 39940.000 467.51 .40 468.33 400.00 1339.80 12254.98 1805.22 400.00 1280.00 1420.00 1500.00 1680.00 1 19,NNO2 13:43:09 PAGE 20 _- SECNO CWSEL DIMS 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 Page 11 of 18 Post Project Floodplain / Floodway 56940.000 475.41 .91 475.72 629.78 2400.78 6999.22 -00 750.00 3665.00 4335.00 4415.00 4415.00 1 19JUNO2 13:43:09 PAGE 21 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 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.OB 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 10946.48 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 17068.54 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 1 19JUNO2 13:43:09 PAGE 22 SECNO KIM ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCR 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 4936.00 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 2B30.75 * 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 Page 12 of 18 Post Project Floodplain / Floodway • 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 1 19JDNO2 13:43:09 PAGE 23 SECNO XLCH ELTRO 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 15600.00 465.26 .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 l • 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 2907.00 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 CO . 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 4225.15 446.50 9400.00 472.52 472.68 6.94 3.26 3234.55 3569.31 + 51350.000 3350.00 .00 .00 .00 • 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 5609.10 • 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 1 19JUNO2 13:43:09 PAGE 24 SECNO XLCH ELTRD ELLC ELMIN 0 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 1 19NNO2 13:93:09 PAGE 25 DENTON CREEK, TEXAS Page 13 of 18 Post Project Floodplain / Floodway SUI94ARY PRINTOUT TABLE 150 SECNO Q CWSEL DIPWSP DI PWSX DIPKWS TOPWID XLCH �.-. 25530.000 20600.00 453.52 .00 .00 .00 235.67 .00 25530.000 20600.00 454.11 .59 .00 .59 240.13 .00 25770.000 20600.00 453.97 .00 .45 .00 272.69 240.00 25770.000 20600.00 454.51 .54 .40 .54 276.63 240.00 26830.000 21300.00 454.69 .00 .72 .00 1199.25 1010.00 26830.000 21300.00 455.08 .39 .57 .39 438.77 1010.00 26880.000 21300.00 454.71 .00 .02 .00 1173.21 50.00 26880.000 21300.00 455.38 .67 .30 .67 1313.36 50.00 27165.000 21300.00 455.24 .00 .53 .00 1418.55 284.00 + 27165.000 21300.00 455.80 .56 .43 .56 1428.82 284.00 27449.000 21300.00 455.35 .00 .11 .00 1551.59 284.00 27449.000 21300.00 455.89 .53 .09 .53 1603.13 284.00 27748.000 21300.00 455.42 .00 .07 .00 1445.81 299.00 27748.000 21300.00 455.95 .52 .06 .52 1465.06 299.00 27992.000 21300.00 455.48 .00 .06 .00 1344.42 244.00 27992.000 21300.00 455.99 .51 .05 .51 1356.80 244.00 28168.000 21300.00 455.53 .00 .05 .00 1313.08 176.00 28168.000 21300.00 456.03 .50 .04 .50 1332.72 176.00 28492.000 21300.00 455.57 .00 .04 .00 1220.21 324.00 28492.000 21300.00 456.07 .50 .04 .50 1239.28 324.00 28720.000 21300.00 455.62 .00 .05 .00 1095.73 228.00 28720 -000 21300.00 456.11 .49 .04 .49 1108.64 228.00 * 28890.000 21300.00 455.65 .00 .03 .00 1077.66 170.00 * 28890.000 21300.00 456.13 .49 .03 .49 1091.73 170.00 29124.000 21300.00 455.70 .00 .06 .00 984.06 234.00 29124.000 21300.00 456.19 .49 .05 . .49 993.63 234.00 29651.000 21300.00 456.24 .00 .54 .00 1020.00 527.00 29651.000 .._ 21300.00 456.62 .38 .43 .38 1047.29 527.00 29831.000 21300.00 456.33 .00 .09 .00 857.57 180.00 29831.000 21300.00 456.70 .37 .08 .37 867.61 180.00 * 30027.000 21300.00 456.38 .00 -05 .00 660.98 196.00 * 30027.000 21300.00 456.74 .36 .04 .36 700.64 196.00 1 19JUNO2 13:43:09 PAGE 26 SECNO Q CWSEL DIPWSP DI PWSX DIPKWS TOPWID XLCH 30384.000 21300.00 456.74 .00 .37 .00 429.26 357.00 30384.000 21300.00 457.07 .32 .32 .32 441.98 357.00 30604.000 21300.00 457.42 .00 .68 .00 825.02 220.00 30604.000 21300.00 457.69 .27 .63 .27 834.36 220.00 * 30958.000 21300.00 457.93 .00 .51 .00 1140.63 354.00 * 30958.000 21300.00 458.15 .22 .46 .22 1146.62 354.00 * 31335.000 21300.00 457.83 .00 -.10 .00 1022.21 377.00 * 31335.000 21300.00 458.09 .26 -.06 .26 1059.21 377.00 32150.000 21300.00 457.91 .00 .08 .00 375.99 170.00 32150.000 21300.00 458.12 .21 .03 .21 328.64 170.00 32200.000 21300.00 457.71 .00 -.21 .00 165.96 50.00 32200.000 21300.00 457.93 .22 -.20 .22 168.18 50.00 32230.000 21300.00 457.91 .00 .20 .00 168.00 50.00 32230.000 21300.00 458.10 .19 .17 .19 169.91 50.00 32250.000 14900.00 460.31 .00 2.40 .00 1263.17 1.00 32250.000 14900.00 460.36 .05 2.26 .05 998.25 1.00 * 32305.000 14900.00 460.15 .00 -.16 .00 506.02 55.00 * 32305.000 14900.00 460.17 .02 -.19 .02 479.26 55.00 ' 32725.000 14900.00 461.24 .00 1.10 .00 2160.90 420.00 .-- * 32725.000 14900.00 461.39 .15 1.22 .15 1620.52 420.00 * 33145.000 14900.00 461.44 .00 .20 .00 500.04 420.00 33145.000 14900.00 461.63 .19 .24 .19 427.88 420.00 33470.000 14900.00 461.72 .00 .28 .00 559.63 325.00 33470.000 14900.00 461.89 .17 .26 .17 402.00 325.00 Page 14 of 18 Post Project Floodplain / Floodway 34260.000 14900.00 462.54 .00 .82 .00 596.93 790.00 34260.000 14900.00 462.84 .30 .95 .30 599.64 790.00 * 34850.000 14900.00 462.56 .00 .02 .00 176.52 590.00 * 34850.000 ,--- 14900.00 463.03 .47 .20 .47 181.77 590.00 * 34950.000 14900.00 463.65 .00 1.09 .00 1702.77 100.00 34950.000 14900.00 463.85 .20 .82 .20 806.21 100.00 * 35700.000 14900.00 464.39 .00 .73 .00 1863.15 750.00 * 35700.000 14900.00 464.81 .42 .96 .42 700.00 750.00 * 36250.000 14900.00 464.69 .00 .30 .00 1362.09 550.00 * 36250.000 14900.00 465.31 .62 .50 .62 700.00 550.00 1 19JUNO2 13:43:09 PAGE 27 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 36970.000 15600.00 464.59 .00 -.10 .00 1239.73 720.00 * 36970.000 15600.00 465.22 .63 -.09 .63 916.26 720.00 * 37600.000 15600.00 465.26 .00 .67 .00 873.02 630.00 * 37600.000 15600.00 465.82 .56 .60 .56 789.00 630.00 37800.000 15600.00 465.29 .00 .03 .00 656.15 200.00 - 37800.000 15600.00 465.87 .58 .05 .58 621.00 200.00 37990.000 15600.00 465.34 .00 .05 .00 711.39 190.00 37990.000 15600.00 465.91 .57 .04 .57 647.00 190.00 38050.000 15600.00 465.38 .00 .04 .00 736.54 60.00 38050.000 15600.00 465.94 .56 .03 .56 661.00 60.00 38200.000 15600.00 465.42 .00 .03 .00 739.16 150.00 38200.000 15600.00 465.97 .55 .03 .55 693.00 150.00 38550.000 15600.00 465.51 .00 .10 .00 697.04 350.00 .�- 38550.000 15600.00 466.06 .54 .08 .54 664.00 350.00 39290.000 15600.00 465.75 .00 .24 .00 704.00 740.00 39290.000 15600.00 466.26 .51 .20 .51 691.00 740.00 * 39440.000 15600.00 465.32 .00 -.43 .00 428.38 150.00 * 39440.000 15600.00 465.90 .58 -.36 .58 459.27 150.00 * 39490.000 15600.00 466.59 .00 1.27 .00 401.37 50.00 * 39490.000 15600.00 466.93 .34 1.03 .34 401.09 50.00 39540.000 15400.00 466.47 .00 -.12 .00 596.85 50.00 +- 39540.000 15400.00 466.69 .22 -.23 .22 384.73 50.00 39940.000 15400.00 467.10 .00 .63 .00 616.19 400.00 39940.000 15400.00 467.51 .40 .81 .40 400.00 400.00 40650.000 10200.00 468.21 .00 1.11 .00 827.18 700.00 '-- 40650.000 10200.00 468.73 .52 1.23 .52 499.00 700.00 48000.000 9800.00 470.69 .00 2.48 .00 1539.10 7350.00 48000.000 9800.00 471.17 .48 2.44 .48 1300.00 7350.00 51350.000 9400.00 472.00 .00 1.31 .00 1438.65 3350.00 .-- * 51350.000 9400.00 472.52 .52 1.35 .52 600.00 3350.00 * 53350.000 9400.00 472.57 .00 .57 .00 2182.52 2000.00 * 53350.000 9400.00 473.30 .73 .78 .73 890.01 2000.00 * 55590.000 9400.00 473.25 .00 .68 .00 1412.63 2240.00 ` * 55590.000 9400.00 474.09 .84 .79 .84 594.42 2240.00 1 19JUNO2 13:43:09 PAGE 28 c SECNO Q CWSEL DIPWSP DIFWSX DIPKWS TOPWID XLCH 56940.000 9400.00 474.50 .00 1.25 .00 1465.27 1350.00 56940.000 9400.00 475.41 .91 1.31 .91 629.78 1350.00 1 19JUNO2 13:43:09 PAGE 29 ^, SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO. 27165.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 2889D.000 PROFILE. I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 28890.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Page 15 of 18 Post Project Floodplain / Floodway 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 1 19JUNO2 13:43:09 PROFILE. PROFILE= PROFILE= PROFILE= PROFILE= PROFILE. PROFILE= PROFILE= PROFILE= PROFILE - PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE- PROFILE- PROFILE- PROFILE- PROFILE= PROFILE= PROFILE= PROFILE= 1 2 1 2 1 2 1 2 1 2 1 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 2 1 2 1 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 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 WARNING SECNO= 55590.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 19JUNO2 13:43:09 Floodway width sunmary: 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 1209.00 203.50 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 31335.00D .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 323D5.000 .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 1135.00 234.00 136.00 234.00 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 PAGE 30 PAGE 31 Page 16 of 18 Post Project Floodplain / Floodway 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.D0 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 19.7UNO2 13:43:09 PAGE 32 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 1 19.7VNO2 13:43:09 PAGE 33 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 r 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 1 ^ 19.7UNO2 13:43:09 PAGE 34 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 Page 17 of 18 Post Project Floodplain / Floodway 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 18 of 18 O V v rn m LO o x +1 w 1- O N rn Y CD w m w u rn C z O O •r z U W m O Ln I O L V O co O 00 C•J O O Q +, N L C h-1 O O O N } Q 3 O O O J LL ° o w co } I_ O 41 O m C I m � I I r-I � N O C O m z ClJ - Q J IZ O O O J L� Q O W O } CC) I 0 0 I I O O IT Cl) L r (D LO ° I 1 v- O v `Q v IT v v v v v I (I3) UOTIeABT3 O V „ Q Q r O Ol m O m If m m I m m I I 1 I II I II I I I m co II I I I m I 'I I 1 O O O I . I I O O LO QD I I I � I � I I m I O O CC) I I. C I m m I 0 0 I N N II m II I 'I 5 I 1 l ( (\ 4 O 00 C•J O O Q +, N L C h-1 O O O N } Q 3 O O O J LL ° o w co } I_ O 41 O m C I m � I I r-I � N O C O m z ClJ - Q J IZ O O O J L� Q O W O } CC) I 0 0 I I O O IT Cl) L r (D LO ° I 1 v- O v `Q v IT v v v v v I (I3) UOTIeABT3 UI O Q O X a7 W N m C Y O w •� W +� w U U a) O Z I o (/1 H � Z O W L - _O V ------------------------------ i i i I � V i p i i i i i i i i i i ` I LO O i i i i i U) V O b i m O O N Q ( 0 O 0 (0 LLo � Q V V IT V V (13) uot}an8j3 0 0 m 0 co N —i O aJ CJ 1 -- O V � CJ L a) U C n1 0 i CJ O CJ IH O O N O CD lift I O O V V r M 0 0 O c Li ¢ 07 w C I of C O C O H R7 1 4 W Q i Q Z Q J a 0 O O J LL Q W } i � Y O c W In Q ED Q c 0 o 41 •� c +� (7 U E a) .c m U a) m '0 0 O c 'O L 7 •r-i U O L C L cp W Q i a U1 O ¢ O X 00 W N m Y O W •1 W +1 Q� U -- u N (n Z I O rn H 16 Z O W L O U O I I SSO' St'o J-SSo LO v I. O . I L LD O O n Q ( (D (O LO LO V V Q V V V (J_�) UOTjen8T3 Q m v N O V LD CJ (D V' CJ +P CJ W N U C m (D Q •� Ol � .-1 (D Q' O .-1 (D V m 4 Q O O V V } 0 O O c: J - L� ¢ 0) W C } ,-1 I CJ C O C O F— (0 .,i W Q Q Z ¢ J D_ O O O J LL 0_ W O C O I— (0 W co Q Q C to O +� •rl C +� (D U E N L (n U Ul (0 - p 0) O C L 0 •rl U O L C L W Q I i Q LO O q Q) x rn w N —� m C Y O W •-i W + ftf U U Q) U1 Z I O u) Z O --- W L O U I ----- -- ---- - -- - - - I Q O I I t9t7o I I I I 0 I I I --------------- ,-� - -- 0 0 n Q LO N co CJ U) } q LO 3 O CJ (O O O C N J W - +- •'-I W w O C I CJ C W CJ O O C t— ro W V ('•J L Q U Q LO CJ (D ro a CJ CJ 41 Li Z H q 17 (D U W 0 7 Q C ro 0 O O Ln +, J W CJ O q CJ W } I V) � � O C w m 1 4® o CJ I 4 co ti U) CJ O C co O +- •'-I C +� N U E Q) L co U (D ro a 17 O L 7 Q -,-1 U O f� ( I 0 Q Q� LP W L Q V' Q' V' Q V Q I ( ;3) UOT ;eABT3 4 I V O SSA lseo Q O O i� v rn O m CJ IN } Q C) 3 O O O I\ O O C PJ J LL — W U a Li o) c } I CJ C c O O 0 C 0 CJ N i W Q n o) i Q Q) O 73 L 0 m CJ 1 W z H o U O C ( p O O T +, J L •"I O Q �J W } In O C W m Q T Q 1 IN N v u) v v °P 4 v v v I (13) UOTIRA8T3 Q V) O +' () U E (D L U) U N co 73 n o) o c 73 L 0 n •H U o N v u) v v °P 4 v v v I (13) UOTIRA8T3 Q ----------------- LF) O I I ISSO' 4 � S�0 I b I. p I LO V O L 0 O Ln I\ Q LO L17 m CJ Ln L� } Q L f7 V) O 3 O LO N O O C C•J J LL - E a) ry L U] Q W m C U) D- I H CJ C Ln � O O o C w ro 0i •-I Q i n .. ^J LL z H ti Q J N U 11 0 C co O O n }, 0 J w 0 Q .J w } VJ O C W m Q n n 4® ti Ln L� bi O) m n -, .-1 L C L N (D Q V V V V V w Q Q I (��) UOTIenaj3 4 V) O +, .,-q C +, N U E a) L U] U U) (a D O -O 3 •-I U O bi O) m n -, .-1 L C L N (D Q V V V V V w Q Q I (��) UOTIenaj3 4 ---------------+--- O V O ISO' Isvo O v o - ---------- ---- 'iT - - -- �_• O I� Q O CJ n D } c O 3 0 O —1 (O O O C CJ J L� - Q7 U Q W 01 C I I ,..I N C O O O C w a7 Q N cc '0 0) i Q O 73 L_ D N CJ •ri Z O N U J d O C p O O J LL W O O C F— td W m Q p i Q ED 1 n D c V) O +� •rl C +� Q7 U E Ill -F- CO U N cc '0 0) O C ti 73 L_ D S •ri U O ( O LO L i C V Q� Q I (13) UOTIPABT3 a U) O Q O) X N W O) F m C Y O W •,-I W +� Q� U C) (1) U) z I O Ln F- In z O W L O U Ln O U) LF) O 4 St7o 4 Ln Q O Ln O n n v U) O) m N I� m Lo Ln v v v IT IT IT (J3) UOt ;en813 m N n t\ OJ t\ t\ Q1 .-I t\ t\ +1 H � N U C cu r\ � LO o ti n m � O) ti v v } Q 3 O O O C J - L� !Y Q O) W C I CJ C O C O H f0 W Q I Z H Q J !L O O J LL Q L1 } CIO O C O H co r W m Q Q ED C (A O C +' () U E Q) L U) U m ro Cl) O C - o L D •,A U O L C L OP L 4 I 4 Post Project Multi - Profile ` HEC -2 WATER SURFACE PROFILES * Version 4.6.2; May 1991 ` �' • RUN DATE 19JUNO2 TIME 13:42:35 , U.S. ARMY CORPS OF ENGINEERS ` HYDROLOGIC ENGINEERING CENTER ` 609 SECOND STREET, SUITE D ` ` DAVIS, CALIFORNIA 95616 -4687 ( 9 1 6 ) 75 6 -1104 uxw„rrr, w. X X XXXXXXX XXXXX wwww 2002 XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X x X X X X X X x X x X X XXXXXXX XXXXX XXXXXXX 1 19JUNO2 13:42:39 „w, r, r, „wu a♦» a r,a, as a, • „y r u „r HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE I THIS RUN EXECUTED 19JUNO2 13:42:39 •, wwwx ra,,, r,., a, w, .,.e „www,,,rr,w,wwras:w «,a•r,w. war a xw„e„ww KRA file DMPRMP.dat wwa,,, June wwww 2002 Proposed Conditions 100 -Year Multiprofile Floodplain Model Based on FEMA Effective 100 -Year Model KRA revised cross sections 37600 through 39290 Project Contacts: Steven Galloway, Dan Grant, Bill Pembroke THIS IS THE PROPOSED MULTIPROFILE FLOODPLAIN MODEL. a r u •, a„ r e,,, a +u, w, w, a a, r, a w w w a „u u. a „u w w, u, w w w w, a„ w, r a u r r,,, u w u T1 DENTON CREEK SCHREIBER TRACT PROPOSED CONDITIONS JULY 1999 -- T2 DENTON CREEK - 10 YR DISCHARGE PROFILE PIS MBJ /BMS 6/99 T3 DENTON CREEK, TEXAS FILE: DENPRMP.DAT KHA /MRE 7/99 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 0 2 0 0 0 0 0 0 451.01 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 150 38 1 42 7 53 54 JS LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 34850 MODEL DEVELOPED FROM PIS REPLICATION PILE DCBPL (89123N4F) WITH CROSS SECTIONS 268.80 THROUGH 313.35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. '- 1 PAGE 2 19JUNO2 13:42:39 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 OR 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 OR 456.9 3680 458.0 3825 458.4 3905 459.7 4000 457.7 4100 GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 4600 Page 1 of 23 Post Project Multi - Profile X1 25770 40 2495.2 2780 240 240 240 X3 2300 X1 26880 2495 470.0 2780 470.0 GR 469.5 500 460.5 600 455.6 700 452.9 OR 449.9 1000 451.1 1100 450.6 1200 451.3 GR 451 1500 451.4 1600 451.6 1700 451.5 OR 453.1 2000 453.4 2100 454.2 2200 454.3 OR 455.33 2495.2 436.73 2570 436.73 2650 434.6 GR 456.0 2780 456.8 2845 456.8 3060 457.6 OR 457.7 3370 457.7 3420 457.3 3445 457.3 OR 457.1 3540 456 3555 456 3590 459.6 QT 4 13300 18900 21300 36200 452.0 2505.0 ME 5 .055 2619.58 .035 2818.65 .055 2900 NH 5200 2106.0 .035 X1 27449 39.0 1014.0 NOTE: OR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY -DAVIS PIS UPDATE 1035.0 CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AEHA. 1220.0 OR X1 26830 42 2619.58 3100 1030 960 1010 X3 OR 453.0 1610.0 2619 470.0 5200 470.0 GR 464.9 550 461.9 600 459.1 700 455.9 OR 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 OR 461.9 5100 465 5200 OR 451.0 2683.0 452.0 ANNA CROSS SECTION - 16 APRIL '92 'n' VALUE LOWERED THROUGH LAKE EXPANSION AREA 1 1644.0 451.0 1696.0 NOTE: SECTIONS 268.80 THRU 313 +35 PROM PROPOSED GRADING PLAN PORTHB COPPELL 13.42:39 COMMUNITY PARK. AHRA. 449.0 2083.0 448.0 2149.0 446.6 BEGIN PROPOSED PARK IMPROVEMENTS 446.6 2629.0 448.0 2636.0 1 2765.0 459.0 2789.0 19JUNO2 13:42:39 MH 6 .05 1060.0 .04 NH 1634.0 .045 2761.0 2300 X1 26880 35.0 1012.0 1585.0 OR 461.5 1012.0 455.0 1038.0 GR 450.0 1241.0 455.0 1265.0 OR 458.0 1371.0 455.0 1407.0 OR 450.0 1521.0 455.0 1530.0 GR 455.4 1708.0 455.3 1767.0 OR 454.0 2133.0 454.1 2214.0 GR 454.2 2423.0 454.0 2481.0 NH 4.0 .0500 1038.0 .0400 X1 27165 28.0 985.0 1308.0 OR 461.5 985.0 455.0 1011.0 OR 450.0 1189.0 455.0 1218.0 GR 459.0 1340.0 458.0 1361.0 OR 452.0 1433.0 451.0 1558.0 GR 449.0 2050.0 449.5 2186.0 OR 452.0 2505.0 455.0 2607.0 NH B .05 1054.0 .04 ME 1544.0 .04 2106.0 .035 X1 27449 39.0 1014.0 1534.0 OR 460.3 1014.0 455.0 1035.0 OR 450.0 1199.0 455.0 1220.0 OR 455.0 1354.0 456.4 1368.0 GR 435.7 1485.0 450.0 1499.0 OR 453.0 1610.0 453.0 1668.0 OR 449.0 2066.0 446.6 2106.0 OR 446.6 2430.0 446.6 2490.0 OR 453.0 2687.0 454.0 2700.0 APPROXIMATE LOCATION PIS SECTION 280+80 2042.0 'n , VALUE LOWERED THROUGH LAKE EXPANSION AREA NH 8 .05 1109.0 .04 MH 1616.0 .040 2252.0 .035 X1 27748 39.0 1071.0 1606.0 OR 460.0 1071.0 455.0 1091.0 OR 450.0 1253.0 455.0 1275.0 OR 459.2 1441.0 455.0 1499.0 OR 450.0 1583.0 455.0 1594.0 GR 451.0 1666.0 450.7 1681.0 OR 452.0 1836.0 451.0 1948.0 OR 446.6 2252.0 446.6 2258.0 OR 451.0 2683.0 452.0 2733.0 455.0 'n' VALUE LOWERED THROUGH LAKE EXPANSION AREA 1 1644.0 451.0 1696.0 452.0 1713.0 19JUNO2 13.42:39 450.0 2045.0 800 450.4 900 1300 450.8 1400 1800 452.7 1900 2300 455 2400 2660 434.60 2710 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 PAGE 3 1241.0 .065 1444.0 .04 1521.0 .07 32 479 50 450.0 1060.0 436.76 1113.0 436.76 1188.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 457.5 1585.0 457.0 1634.0 456.0 1666.0 455.0 1820.0 454.0 1889.0 453.6 2084.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 1189.0 .0700 1433.0 .0400 2658.0 240 201 284 450.0 1038.0 436.90 1090.0 436.1 1137.0 458.0 1239.0 458.5 127D.0 459.0 1308.0 455.0 1403.0 454.0 1408.0 453.0 1420.0 450.0 1683.0 449.0 1808.0 448.5 1909.0 449.0 2260.0 449.0 2360.0 450.0 2460.0 459.0 2658.0 1199.0 .065 1427.0 .04 1499.0 .07 2490.0 .040 2761.0 240 248 284 450.0 1054.0 437.04 1104.0 437.04 1149.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 455.0 1413.D 450.0 1427.0 435.6 1470.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 455.0 2734.0 459.D 2761.0 1253.0 .065 1516.0 .04 1583.0 .07 2629.0 .040 2789.0 324 262 299 450.0 1109.0 437.18 1160.0 437.18 1202.0 458.0 1286.0 458.0 1371.0 459.0 1426.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 455.0 2765.0 459.0 2789.0 PAGE 4 Page 2 of 23 Post Project Multi- Profile 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 OR 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 OR 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 OR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 OR 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 OR 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 OR 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 4 13300 16900 21300 36200 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 X1 28492 32.0 1215.0 1605.0 406 307 324 OR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 OR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 OR 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 OR 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 ME 10 .05 1321.0 .04 1537.0 .065 1576.0 .04 1643.0 -07 NH 1689.0 .040 1830.0 .035 1945 .040 2150 .035 2350 .04 NH 2543.0 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 OR 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 OR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 1 PAGE 5 19NNO2 13:92:39 NH 6 .05 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 NH 1699.0 .040 2703.0 X1 28890 45.0 1289.0 1696.0 153 194 170 X3 2526 470.0 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 OR 450.0 2253.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 OR 451.0 2457.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 OR 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 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 OR 437.83 1409.0 449.5 1456.0 437.4 14BR.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 OR 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 GR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 NH 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 X1 29651 48.0 1168.0 1615.0 600 404 527 GR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 GR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 GR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 GR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 GR 455.0 1625.0 450.0 1670.0 449.0 1710 -0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 OR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 Page 3 of 23 Post Project Multi - Profile OR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 OR 457.0 2558.0 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 OR 459.0 2604.0 459.0 2772.0 460.0 2777.0 NH 10 .05 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 _ NH 1654.0 .040 1770.0 .035 2090.0 .045 2396.0 .075 2434.0 .045 NH 2771.0 X1 29831 47 1147.0 1570.0 171 197 180 OR 462.0 1147.0 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 OR 438.14 1296.0 450.0 1343.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 OR 460.0 1421.0 459.0 1444.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 _ OR 439.3 1518.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 OR 459.8 1586.0 455.0 1607.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 OR 449.0 1735.0 447.9 1770.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 OR 457.0 2139.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 OR 458.0 2388.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 1 _ 19.7UNO2 13:42:39 PAGE 6 OR 459.0 2434.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 OR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION PIS SECTION 305 +70 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 X1 30027 34 1128.0 1525.0 148 299 196 OR 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 OR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 OR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 OR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 OR 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 _ OR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 OR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 NH 9 .05 1095.0 .04 1225.0 .065 1320.0 .04 1377.0 .07 NH 1668.0 .045 1694.0 .07 1951.0 .045 1977.0 .07 2150.0 X1 30384 46.0 1045.0 1447.0 371 410 357 - OR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.14 1142.0 OR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 OR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 OR 450 -0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 OR 460.0 1504.0 460.0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 OR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 OR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 OR 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 OR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 OR 460.0 2150.0 APPROXIMATE LOCATION PIS SECTION 312+30 NH 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 NH 1469 .045 1496 .07 1601 -040 1831 .045 1895 .07 NH 2395 X1 30604 49 1014 1350 269 319 220 OR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 OR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 OR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 OR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 OR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 OR 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 ` OR 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 OR 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 OR 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 OR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 1 19JUNO2 13:42:39 PAGE 7 NH 7.0 .0500 1093.0 .0400 1183.0 -0700 1346.0 .0400 2D28 -0 .0700 NH 2157 .045 2173 .07 2504.0 X1 30958 33 1048.0 1285.0 303 302 354 OR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 OR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 OR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 OR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 OR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 OR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 OR 457.0 2232.0 459.0 2380.0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 NH 2103 .045 2124 .07 2193.0 X1 31335 32 1037.0 1204.0 377 344 377 OR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 _ OR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 OR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 OR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 OR 456.0 1739.0 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 OR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 _ OR 460.0 2180.0 461.0 2193.0 Page 4 of 23 Post Project Multi - Profile END AHH CROSS SECTION CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIP 170 OF GREATER THAN 0.50 FEET. 470.0 0. 0. NC .055 .055 .035 .5 .7 2620 X1 32150 40 3400 3525 160 180 %3 437 3470 460 3040 470.0 6180 GR 470 1000 461 1600 461 1800 OR 457 2200 457 2220 459 2320 GR 457 2650 456.5 2680 459 2900 OR 461.5 330D 46D.5 3400 437 3427 OR 437 3475 437 3489 447 3505 OR 458 3920 459 3980 458 4240 OR 452 4350 453.5 4380 457.5 4400 OR 461 5110 462 5200 462 5460 170 0.055 0.055 0.015 470.0 0. 0. 0. 458 2000 459 2100 456.5 2620 455 2640 459 3100 460 3200 437 3440 437 3470 460 3525 461.5 3650 456 4280 456 4350 458 4520 461 4720 464 5800 470 6180 NC 0.055 0.055 0.015 0. 0. 0. 0. NH S. .055 3390.5 .015 3539.5 .055 4366. NH 5734. OR 463.6 3880. 464. 3960. 466. X1 32200. 62. 3390.5 3539.5 50. 50. 50. %3 4365. 465.4 4366. 3050 470.0 6260 470.0 BT -9. 3380. 465. 463. 3552. 465. 461. BT 4411. 3740. 464. 466.9 3880. 463.6 465.7 BT 465.1 4190. 466. 4734. 4340. 466.9 465.4 OR 472. 900. 467. 1310. 462. 1700. 460.5 GR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 GR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 OR 465. 3380. 46D. 3381. 461.5 3390.5 450. OR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 1 NC 0.055 0.055 0.045 0.1 19JUNO2 13:42:39 0. 0. X1 32250. 41. 0. .02 0. 3600. 3960. 4411. 2000. 2430. 3000, 3425. 3455. GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498. OR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600. OR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. OR 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. 440. 2053. 461. 2150. 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. OR 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. D. 0. NR 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 NH 3570. 0.050 400D. X1 32305. 53. 2110. 2325. 55. $5. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. OR 464. 1975. 465. 2045. 465. 2110. 464. 2125. OR 460. 2160. 455. 2175. 450. 2204. 445. 2218. `- GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. OR 451. 3292. 452. 3308. 455. 3329. 459. 3350. OR 461. 3369. 462. 3400. 461. 3570. 462. 3910. GR 464. 3940. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 NR 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 OR 465. 0.0 464. 90. 465. 180. 465. 1273. T OR 461. 1568. 453. 1592. 453. 1842. 464. 1895. OR 463. 1940. 460. 1960. 455. 1981. 450. 2002. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. GR 445. 2070. 450. 2080. 455. 209D. 460. 2124. OR 461. 2165. 461. 2500. 463. 2700. 463. 2805. OR 459. 3350. 455. 3605. 452. 1615. 455. 3628. OR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 1 19JUNO2 13:42:39 GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. GR 464. 3875. 465. 3890. 470. 3960. 0. 0. 4411. .05 0. 0. 466. 4366. 464. 4397. 466.8 465.4 461.5 2200. 459.5 2520. 462. 3280. 446.5 3432. 435. 3475. PAGE 8 450.0 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. 2325. 0.055 470. 50. 461. 1335. 463. 1890. 463. 2140. 440. 2225. 450. 2263. 459. 3180. 451. 3289. 460. 3360. 463. 3930. 2150. 0.055 470. 0.0 461. 1285. 464. 1895. 445. 2018. 440. 2053. 461. 2150. 460. 2885. 459. 3632. 458. 3702. PAGE 9 463. 3865. Page 5 of 23 Post Project Multi - Profile QT 4. 9400. 13200. 14900. 36200. NH 5. 0.050 1305.9 0.055 1420.6 0.060 1752. O.D45 1960. 0.055 NH 3560. X1 33145. 42. 1390. 1960. 3B5. 290. 420. X3 OR 10. 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. OR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 OR 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. OR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. OR 450. 1825. 445. 1835. 440. 1848. 439. 1852. 438.4 1862. OR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. OR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. GR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. OR 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 OR 10. 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 OR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. OR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. OR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. OR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. GR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1628. OR 456.2 1650. 454. 1670. 454. 1745. 456.2 1765. 458. 1785. OR 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. 86B. 1520. 830. 250. 790. X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. OR 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. OR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. OR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.0 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. OR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. OR 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 Xi 1575. 34850. 25. 1310. 1533. 520. 640. 590. 0.0 0.0 0.0 X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. OR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. GR 462.D 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. OR 462. 1484. 464. 1533. 465. 1548. 466. 1560. 467. 1575. 1 PAGE 10 19JUNO2 13:42:39 NH 5. .050 355. .055 1005. .060 1310. .045 1520. .055 NH 1575. X1 34950. 28. 1310. 1520. 110. 90. 100. OR 470. -380. 465. -380. 464. -260. 463. -240. 463. -70. OR 463.48 0. 463. 62. 462. 190. 461. 355. 461. 1005. OR 462. 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338, OR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. OR 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 422D. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOM X1 35700 30 3106 3233 750 750 750 OR 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 OR 462.00 2962 46D.00 3106 458.00 3127 450.00 3153 444.00 3158 OR 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 S. •060 2260. .055 2720. .060 3028. .045 3170. .040 NH 3550. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOM OR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERRAN% X1 36250 29 3028 3170 530 530 550 OR 472.00 1000 470.00 1000 460.00 1150 467.30 1500 467.00 2100 OR 464.00 2140 464.80 2260 462.00 2460 460.70 2500 460.70 2600 OR 464.70 2720 464.00 2903 462.00 2965 460.00 2993 458.00 3028 OR 450.00 3051 444.00 3055 439.80 3086 444.00 3116 450.00 3123 OR 460.00 3138 462.00 3150 462.00 3170 448.00 3250 448.00 3470 OR 463.00 3495 463.00 3505 468.00 3550 472.00 3550 QT 4. 10000. 13800. 15600. 36200. NC .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. LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOM. RES /DAI 12/98 EXIS. POND IN RT. OVERBANX X1 36970. 36. 2900. 3060. 600. 600. 720. Page 6 of 23 Post Project Multi- Profile OR 483. 1000. 477.5 1050. 460 475. 1200. 475. 2650 1430 GR 466. 2530. 462. 2620. .055 462. 2750. 463.5 2125 2800 OR 465. 2900. 458. 2930. 2455 453.5 2930. 444. 2570 2930 OR 442.7 2970. 450.6 2975. 450 454. 2985. 456. 2345 2990 GR 463.3 3200. 462. 3300. .04 462. 3400. 464. 2208 3430 OR 463.0 3645. 460. 3658. 2505 457. 3690. 457. 2295 3730 GR 463.0 3790 465. 3815. 450 468.5 3635. 469. 2375 3960 GR 473. 4070. 459 2605 PAGE 12 .05 2300 1 1951 458.5 2048 2205 460 2225 2480 457 2505 19JUNO2 13:42:39 2610 .055 2175 .05 1485 459 1551 NR 5 .055 1850 .045 1931 .045 470 2160 MH 2730 Begin XRA Modification SECTION ADDED FROM TOPO. RES 3/8/97 SECTIONS 37600 TO 39290 MODIFIED BY KRA 7/99 TO INCLUDE SCRBIBER 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 OR 460 2400 460 2400 461 2570 462 OR 458 2680 452 2700 452 2730 470 NH 6 .055 1790 .045 2046 .055 2068 ME 2185 .04 2455 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 OR 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 OR 450 2170 444 2175 441 2200 444 OR 460 2250 462 2260 462 2260 462 OR 457 2370 451 2390 451 2455 458 GR 463 2525 464 2570 473 2570 NH 5 .06 1B50 .045 2160 .045 2260. 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 GR 450 2176 444 2180 441 2200 444 OR 460 2250 462 2260 462 2260 462 GR 457 2365 451 2385 451 2480 457 GR 463 2575 464 2595 473 2595 NH 5 .06 1893 .045 2139 .045 2270 NH 2640 X1 38200 27 2139 2270 150 150 150 GR 468 1555 467.5 1893 458.5 1927 458.5 OR 450 2157 444 2163 441 2186 444 OR 460 2255 462 2270 462 2295 462 OR 451 2395 451 2410 457 2425 464 GR 457 2530 451 2550 451 2570 457 GR 464 2640 473 2640 1 19JUNO2 13:42:39 ME 5 .06 1915 .045 2142 .045 2225 ME 2620 SECTION ADDED PROM TOPO. RES 3/8/97 X1 38550. 23 2142 2225 340 330 350 GR 468 1415 467.5 1430 467.5 1915 458.5 GR 458.5 2142 444 2160 441.2 2190 444 OR 461.2 2300 457 2355 457 2450 460 GR 451 2525 451 2555 457 2575 459 OR 462 2610 463 2620 471 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 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 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 OR 472 2240 474 2310 END STUDY BY IOTA FOR SCHREIBER TRACT 470. 462. 440. 462. 464.5 460. 469. 055 2400 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 .055 2260 .04 2133 458.5 2160 2208 450 2220 2320 459 2345 2505 459 2540 .055 2295 .045 2040 458.5 2139 2200 450 2215 2330 457 2375 2465 464 2480 258B 459 2605 PAGE 12 .05 2300 .045 1951 458.5 2048 2205 460 2225 2480 457 2505 2595 462 2610 .055 2175 .05 1485 459 1551 1600 450 1615 1950 460 2000 2190 470 2200 2330. 2850. 2937. 3060. 3570. 3765. 3990. PAGE 11 .04 Page 7 of 23 Post Project Multi - Profile 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. D. 0. 0. 0. 0. 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. $00. 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 3B80 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 1 19JUNO2 13:42:39 PAGE 13 QT 4 9900 13700 15400 36200 NC RECORD AND INEFFECTIVE FLAW (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 4B7 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 PROM TOPO. HMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 %1 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 OR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 QT 4 6600 9100 10200 36200 NC .1 .3 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 541D .04 6200 %1 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 %1 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 4S9 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 1 19JUNO2 13:93:39 PAGE 14 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 Page 8 of 23 Post Project Multi- Profile OR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 OR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 OR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 OR 4B2 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 100D 490 1200 492 1300 479 1850 476 1900 GR 474 210D 472.5 2500 474 2750 472 3400 467 3450 OR 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 45D 5620 451 5630 OR 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 X1 55590 23 4250 4340 2000 2200 2240 OR 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 OR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 OR 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 1760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 399D 475.3 4120 472 4290 OR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 OR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 1 19JUNO2 13:42:39 PAGE 15 T1 DENTON CREEK - SCHREIBER TRACT PROPOSED CONDITIONS JULY 1999 T2 DENTON CREEK - 50 YR DISCHARGE PROFILE PIS T3 DENTON CREEK, TEXAS PILE: DENPRMP2.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 0 3 0 0 0 0 0 0 452.29 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 2 0 -1 1 19JVNO2 13:43:39 PAGE 16 T1 DENTON CREEK - SCHREIBER TRACT PROPOSED CONDITIONS JULY 1999 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE PIS T3 DENTON CREEK, TEXAS PILE: DENPRMP2.DAT 31 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FO 0 4 0 0 0 0 0 0 453.5205 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 0 -1 1 19JUNO2 13:42:39 PAGE 17 T1 DENTON CREEK - SCHREIBER TRACT PROPOSED CONDITIONS JULY 1999 T2 DENTON CREEK - 500 YR DISCHARGE PROFILE PIS T3 DENTON CREEK, TEXAS PILE: DENPRMP2.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q HEEL FQ 0 5 0 0 0 0 0 0 455.89 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 15 0 -1 1 19JUNO2 13:42:39 PAGE 18 HEC -2 WATER SURFACE PROFILES THIS RUN EXECUTED 19JUNO2 13:42:43 Page 9 of 23 Post Project Multi - Profile version 4.6.2; May 1991 NOTE- ASTERISK ( +) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK, TEXAS SUMMARY PRINTOUT SECNO CNSEL ELMIN VOL SETA 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 25770.00D 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 v 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 2510.06 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 1 PAGE 19 19JUNO2 13:42:39 SECNO CWSEL ELMIN VOL SETA 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 27992.00D 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 l 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.DDO 459.25 437.40 1002,68 1275.19 2441.38 29651.000 453.50 438.06 423.21 1202.90 2579.00 29651.ODO 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 Page 10 of 23 Post Project Multi - Profile * 30027.000 453.68 438.23 + 30027.000 455.38 438.23 + 30027.000 456.38 438.23 + 30027.000 459.75 438.23 30384.000 453.95 438.14 30384.000 455.78 438.14 30384.000 456.74 438.14 * 30384.000 460.20 438.14 1 19JUNO2 13:42:39 465.18 632.11 759.58 1212.90 489.79 663.90 795.94 1270.39 1161.29 1154.47 1150.49 1136.99 1077.61 1069.90 1066.03 1052.22 2106.98 2133.68 2140.64 2182.33 1980.95 1987.69 1994.78 2150.00 PAGE 2( SECNO C SEL ELMIN VOL SSTA ENDST 30604.000 454.33 438.55 30604.000 456.44 438.55 30604.000 457.42 438.55 * 30604.000 461.01 438.55 * 30958.000 454.95 438.55 * 30958.000 457.03 438.55 * 30958.000 457.93 438.55 * 30958.000 461.41 438.55 * 31335.000 454.23 438.55 * 31335.000 456.64 438.55 * 31335.000 457.83 438.55 + 31335.000 461.47 438.55 * 32150.000 456.60 437.00 * 32150.000 456.99 437.00 32150.000 457.91 437.00 32150.000 461.35 437.00 32200.000 456.50 435.00 32200.000 456.80 435.00 32200.000 457.71 435.00 32200.000 460.56 435.00 32230.000 456.54 435.00 32230.000 456.98 435.00 32230.000 457.91 435.00 * 32230.000 463.79 435.00 * 32250.000 457.56 437.00 32250.000 459.11 437.00 32250.000 460.31 437.00 * 32250.000 466.42 437.00 * 32305.000 457.39 437.70 * 32305.000 458.94 437.70 * 32305.000 460.15 437.70 32305.000 466.45 437.70 * 32725.000 458.54 438.20 * 32725.000 460.23 438.20 * 32725.000 461.24 438.20 * 32725.000 466.62 438.20 33145.000 458.88 438.40 33145.000 460.51 438.40 * 33145.000 461.44 438.40 33145.000 466.70 438.40 1 19.NNO2 13:42:39 503.61 683.31 818.92 1312.26 531.11 722.40 864.28 1387.09 556.01 760.61 911.11 1467.93 562.22 769.73 923.18 1495.76 564.19 771.79 925.47 1500.49 565.93 773.59 927.44 1503.75 565.97 773.64 927.51 1504.01 568.28 776.79 931.78 1527.53 592.84 813.24 979.61 1740.95 622.16 852.43 1027.23 1906.72 1044.82 1036.22 1032.31 1014.00 1076.16 1067.90 1064.29 1048.00 1069.46 1058.40 1053.68 1037.00 3404.48 3404.03 3402.97 3040.00 3405.51 3404.61 3401.88 3380.89 3405.40 3404.07 3401.27 3050.00 3403.35 3040.00 3040.00 3040.00 2167.83 2163.19 2159.03 96.99 1575.38 1570.33 1284.27 .00 1397.06 1390.52 1312.84 - 175.00 1914.45 2079.83 2149.69 2395.00 2192.68 2233.90 2300.64 2504.00 2135.99 2158.56 2171.32 2193.00 4395.48 4397.46 4498.93 5141.66 4399.19 4399.69 4401.23 4406.05 4399.25 4400.00 4401.57 4958.63 4420.87 4593.71 4673.93 5953.10 3341.55 3349.67 3361.31 3978.68 3706.33 3828.37 3842.45 3912.75 1923.93 1934.09 1943.72 3539.41 PAGE 21 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 Page 11 of 23 Post Project Multi - Profile ' 35700.000 464.39 439.50 35700.000 468.31 439.50 • 36250.000 462.13 439.80 + 36250.000 464.03 439.80 ' 36250.000 464.69 439.80 * 36250.000 468.50 439.80 * 36970.000 461.85 440.00 * 36970.000 463.87 440.00 • 36970.000 464.59 440.00 * 36970.000 468.60 440.00 * 37600.000 462.86 440.00 * 37600.000 464.64 440.00 * 37600.000 465.26 440.00 ' 37600.000 469.11 440.00 37800.000 462.92 440.00 37800.000 464.67 440.00 37800.000 465.29 440.00 37800.000 469.14 440.00 37990.000 462.96 441.00 37990.000 464.72 441.00 37990.000 465.34 441.00 37990.000 469.24 441.00 1 193 02 13:42:39 1272.29 2595.11 805.06 1128.48 1361.81 2775.67 861.45 1207.59 1452.16 2949.58 899.06 1261.16 1512.59 3056.93 914.02 1279.70 1532.40 3085.59 936.35 1308.23 1563.21 3133.99 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 1866.56 2730.00 1859.45 2730.00 1856.98 2730.00 1601.00 2730.00 1808.34 2400.75 1801.31 2455.00 1798.85 2455.00 1195.58 2455.00 1868.13 2524.45 1861.08 2570.00 1858.61 2570.00 1425.00 2570.00 SECNO CNSEL ELMIN VOL SSTA ENOST 38050.000 463.00 441.00 942.22 1867.99 2575.04 38050.000 464.76 441.00 1315.83 1860.95 2595.00 38050.000 465.38 441.00 1571.42 1858.47 2595.00 38050.000 469.31 441.00 3146.93 1509.00 2595.00 38200.000 463.04 441.00 957.39 1909.83 2633.31 38200.000 464.80 441.00 1335.38 1903.19 2640.00 38200.000 465.42 441.00 1592.55 1900.84 2640.00 38200.000 469.37 441.00 3180.01 1555.00 2640.00 38550.000 463.13 441.20 991.26 1932.48 2620.00 38550.000 464.89 441.20 1378.83 1925.46 2620.00 38550.000 465.51 441.20 1639.44 1922.96 2620.00 38550.000 469.53 441.20 3255.25 1415.00 2620.00 39290.000 463.37 441.88 1063.97 1363.51 2064.00 39290.000 465.12 441.88 1472.08 1360.00 2064.00 39290.000 465.75 441.88 1740.06 1360.00 2064.00 39290.000 469.89 441.88 3411.04 1360.00 2064.00 * 39440.000 463.12 442.00 1076.03 4042.21 4452.92 + 39440.000 464.73 442.00 1488.56 3921.00 4514.00 * 39440.000 465.32 442.00 1758.28 3921.00 4514.00 * 39440.000 469.20 442.00 3441.97 3921.00 4514.00 * 39490.000 463.99 442.00 1078.10 3880.00 4270.17 * 39490.000 465.91 442.00 1491.33 3880.00 4287.10 * 39490.000 466.59 442.00 1761.34 3880.00 4293.12 * 39490.000 471.13 442.00 3447.36 3880.00 4361.16 39540.000 463.81 442.00 1080.29 3900.00 4568.74 39540.000 465.76 442.00 1494.49 3900.00 4600.00 39540.000 466.47 442.00 1764.89 3900.00 4600.00 39540.000 471.18 442.00 3453.89 3900.00 4600.00 39940.000 464.51 442.00 1095.13 1228.49 1743.37 39940.000 466.42 442.00 1518.57 1147.90 1756.13 39940.000 467.10 442.00 1792.77 1144.49 1760.68 39940.000 471.81 442.00 3510.83 1120.99 1915.16 40650.000 465.66 440.00 1122.04 4463.03 5125.48 40650.000 467.56 440.00 1564.89 4356.27 5141.29 40650.000 468.21 440.00 1846.89 4319.61 5146.78 40650.000 473.06 440.00 3628.00 4178.81 5213.08 48000.000 468.67 445.60 1462.08 1666.12 3178.47 48000.000 470.11 445.60 2082.23 1645.46 3192.54 48000.000 470.69 445.60 2437.94 1637.19 3198.17 • 48000.000 476.35 445.60 4937.41 1576.15 3354.18 1 19JUNO2 13:42:39 SECNO CNSEL ELMIN VOL SSTA ENOST 51350.000 469.40 446.50 1675.85 3444.85 4278.34 * 51350.000 471.31 446.50 2461.22 3138.89 4520.73 51350.000 472.00 446.50 2892.66 3085.61 45224.26 51350.000 477.57 446.50 6276.07 2093.72 4552.91 PAGE 22 PAGE 23 Page 12 of 23 Post Project Multi- Profile 53350.000 469.66 448.00 1771.65 • 53350.000 471.80 448.00 2629.24 • 53350.000 472.57 448.00 3105.31 • 53350.000 477.98 448.00 7120.71 • 55590.000 470.03 452.40 1855.01 • 55590.000 472.32 452.40 2772.73 • 55590.000 473.25 452.40 3307.24 • 55590.000 478.47 452.40 8038.09 56940.000 470.80 449.00 1890.15 56940.000 473.51 449.00 2834.93 56940.000 474.50 449.00 3403.29 56940.000 479.35 449.00 8446.18 1 19JUNO2 13:92:39 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIPKWS SG 25530.000 451.01 .DO 451.44 25530.000 452.29 .00 452.99 25530.000 453.52 .00 454.25 25530.000 455.89 .00 457.48 25770.000 451.29 .00 451.57 25770.000 452.74 .00 453.18 25770.000 453.97 .00 454.44 25770.000 456.85 .00 457.83 • 26830.000 451.71 .00 452.16 26830.000 453.40 .00 453.94 26830.000 454.69 .00 455.09 26830.000 458.31 .00 458.61 26880.000 451.88 .00 452.21 26880.000 453.51 .00 454.00 26050.000 454.71 .00 455.17 26880.000 458.55 .OD 458.77 27165.000 452.17 .00 452.40 27165.000 454.03 .00 454.19 27165.000 455.24 .00 455.35 • 27165.000 458.80 .00 458.91 • 27449.000 452.45 .00 452.54 27449.000 454.21 .00 454.29 27449.000 455.35 .00 455.43 27449.000 458.88 .00 458.97 27748.000 452.55 .00 452.62 27748.000 454.29 .00 454.37 27748.000 455.42 .00 455.49 27748.000 458.93 .00 459.03 27992.000 452.61 .00 452.70 27992.000 454.35 .00 454.44 27992.000 455.48 .00 455.55 27992.000 458.99 .00 459.09 28168.000 452.69 .00 452.74 28168.000 454.42 .00 454.48 28168.000 455.53 .00 455.59 28168.000 459.04 .00 459.12 1 19.TUNO2 13:42:39 SECNO CWSEL DIPKWS EG 28492.000 452.74 .00 452.80 28492.000 454.47 .00 454.54 28492.000 455.57 .00 455.64 28492.000 459.08 .OD 459.18 28720.000 452.80 .OD 452.88 28720.000 454.52 .00 454.61 28720.000 455.62 .00 455.71 28720.000 459.12 .00 459.25 • 28890.000 452.80 .00 452.99 • 28890.000 454.55 .00 454.71 • 28890.000 455.65 .00 455.78 28890.000 459.15 .DO 459.32 29124.000 452.85 .00 453.27 29124.000 454.53 .00 455.00 29124.000 455.70 .00 456.03 3423.36 5683.32 3401.98 5694.01 2481.74 5956.85 1866.94 6099.68 4249.96 4338.49 2867.83 4348.04 2775.02 4441.00 2152.81 4461.89 3867.74 4408.14 2647.62 4443.22 2329.64 4504.29 2061.32 4648.17 PAGE 24 TOPWID QLOB QCN OROS PERENC STENCL STCHL STCHR STENCR 216.69 .00 12800.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 226.37 .00 18200.00 .OD 248.00 2494.00 2495.20 2742.67 2742.00 235.67 .00 20600.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 248.00 .39 36199.61 .00 248.00 2494.00 2495.20 2742.67 2742.00 253.17 .00 12800.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 263.69 .00 18200.00 .00 285.OD 2495.00 2495.20 2780.00 2780.00 272.69 .00 20600.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 285.00 .08 36199.93 .00 285.00 2495.00 2495.20 2780.00 2780.00 256.77 .00 13300.00 .00 2581.00 2619.00 2619.58 3100.00 5200.00 1104.81 .00 17809.16 1090.84 2581.00 2619.00 2619.58 3100.00 5200.00 1199.25 .00 18205.60 3014.40 2581.00 2619.00 2619.58 3100.00 5200.00 1516.80 .18 24509.63 11690.19 2581.00 2619.00 2619.58 3100.00 5200.00 292.57 .00 13300.00 .00 .00 .00 1012.00 1585.00 .00 322.64 .00 18900.00 .00 .00 .00 1012.00 1585.00 .00 1173.21 .00 20894.04 405.96 .00 .00 1012.00 1585.00 .00 1710.09 .00 22981.99 13218.01 .00 .00 1012.00 1585.00 .00 1255.42 .00 7998.49 5301.51 .00 .00 985.00 1308.00 .00 1362.34 .00 8509.23 10390.77 .00 .00 985.00 1308.00 .00 1418.55 .00 7005.48 14294.52 .00 .00 985.00 1308.00 .00 1604.14 .00 7182.69 29017.30 .00 .00 985.00 1308.00 .00 1170.49 .00 6346.40 6953.60 .00 .00 1014.00 1534.00 .00 1417.15 .00 7298.35 11601.65 .00 .00 1014.00 1534.00 .00 1551.59 .00 6474.64 14825.36 .00 .00 1014.00 1534.00 .00 1740.59 .00 8413.46 27786.54 .00 .00 1014.00 1534.00 .00 1345.54 .00 5983.33 7316.67 .00 .00 1071.00 1606.00 .00 1404.20 .00 6833.15 12066.85 .00 .00 1071.00 1606.00 .00 1445.81 .00 6740.86 14559.14 .00 .00 1071.00 1606.00 .00 1691.04 .00 7106.93 29093.07 .00 .00 1071.00 1606.00 .00 1257.1D .00 7984.99 5315.01 .00 -00 1041.00 1543.00 .00 1310.22 .00 9579.19 9321.81 .00 .00 1041.00 1543.00 .00 1344.42 .00 8458.92 12841.08 .00 .00 1041.00 1543.00 .00 1468.71 .00 10869.34 25330.66 .00 .00 1041.00 1543.00 .00 1210.32 .00 4904.60 8395.40 .00 .00 1021.00 1419.00 .00 1269.55 .00 5856.45 13043.55 .00 .00 1021.00 1419.00 .00 1313.08 .00 5923.54 15376.46 .00 .00 1021.00 1419.00 .00 1463.68 .00 7734.27 28465.73 .00 .00 1021.00 1419.00 .00 PAGE 25 TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 1114.02 .00 5006.55 8293.45 .00 .00 1215.00 1605.00 .00 1177.01 .00 6019.54 12880.46 .00 .00 1215.00 1605.00 .00 1220.21 .00 6096.39 15203.61 .00 .00 1215.00 1605.00 .00 1372.92 .00 8009.23 28190.77 .00 .00 1215.00 1605.00 .00 1024.32 .00 5911.16 7388.84 .00 .00 1280.00 1689.00 .00 1064.62 .00 7147.71 11752.29 .00 .00 1280.00 1689.00 .00 1095.73 .00 7338.39 13961.61 .00 .00 1280.00 1689.00 .00 1217.36 .00 9935.91 26264.09 .00 .00 1280.00 1689.00 .00 1019.57 .00 8561.37 4738.63 2526.00 .00 1289.00 1696.00 2526.00 1049.40 .00 9547.67 9352.33 2526.00 .00 1289.00 1696.00 2526.00 1077.65 .00 9353.65 11946.35 2526.00 .00 1289.00 1696.00 2526.00 1172.57 .00 11678.25 24521.76 2526.00 .00 1289.00 1696.00 2526.00 540.02 .00 13045.19 254.81 .00 .00 1264.00 1620.00 .0O 945.77 .00 16893.40 2006.60 .00 .00 1264.00 1620.00 .0C 984.06 .00 16547.19 4752.81 .00 .00 1264.00 1620.00 .0C Page 13 of 23 Post Project Multi - Profile 29124.000 459.25 .00 459.51 1166.19 .00 20273.36 15926.64 .00 .00 1264.00 162D.00 .00 29651.000 453.50 .00 453.67 841.65 .00 9521.14 3778.86 .00 .00 1168.00 1615.00 .00 29651.000 455.22 .00 455.39 942.76 .00 11421.57 7478.43 .00 .00 1168.00 1615.00 .00 456.24 456.39 1020.00 .00 11744.22 9555.78 .00 .00 1168.00 1615.00 .00 29651.000 .00 14812.16 21387.84 .00 .00 1168.00 1615.00 .00 29651.000 459.65 .00 459.81 1597.87 .00 29831.000 453.65 .00 453.77 727.21 .00 7498.20 5801.80 .00 .00 1147.00 1570.00 .00 29831.000 455.34 .00 455.49 825.86 .00 9442.72 9457.28 .00 .00 1147.00 1570.00 .00 29831.000 456.33 .00 456.48 857.57 .00 10000.05 11299.95 .00 .00 1147.00 1570.00 .00 29831.000 459.73 .00 459.89 1561.92 .00 13612.30 22587.70 .00 .00 1147.00 1570.00 .00 * 30027.000 453.68 .00 453.95 555.16 .00 10268.69 3031.31 .00 .00 1128.00 1525.00 .00 * 30027.000 455.38 .00 455.69 627.76 .00 12971.14 5928.86 .00 .00 1128.00 1525.DD .00 * 30027.000 456.38 .00 456.67 680.98 .00 13549.02 7750.98 .00 .00 1128.00 1525.00 .00 * 30027.000 459.75 .00 460.11 965.40 .00 19570.11 16629.89 .00 .00 1128.00 1525.00 .00 y 30384.000 453.95 .00 454.42 325.16 .00 11557.92 1742.08 .00 .00 1045.00 1447.00 .00 455.78 456.35 384.19 -00 15413.09 3486.91 .00 .00 1045.00 1447.00 .00 30384.000 .00 17096.64 4201.36 .00 .00 1045.00 1447.00 .00 30384.000 456.74 .00 457.32 429.26 .00 9723.60 1045.00 1447.00 .00 * 30384.000 460.20 .00 460.84 1011.48 .00 26476.39 .00 .00 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 1 PAGE 26 190UNO2 13:42:39 ..- SECNO CNSEL DIFRWS 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 -00 457.45 242.69 .DO 13029.12 270.88 3140.00 3040.00 3400.00 3525.00 6180.00 * 32150.D00 456.60 .00 253.67 18413.92 486.08 3140.00 3040.00 3400.00 3525.00 6180.00 • 32150.000 456.99 .00 458.60 .00 885.70 3140.00 3040.00 3400.00 3525.00 6180.00 32150.000 457.91 .00 459.64 375.99 .00 20414.29 3040.00 3400.00 3525.00 6180.00 v - 32150.000 461.35 .00 463.00 2053.18 682.16 27272.62 8245.22 3140.00 457.80 153.82 12521.37 778.63 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 456.50 .00 156.84 .00 17736.25 1163.75 3210.00 3050.OD 3390.50 3539.50 6260.00 32200.000 456.80 .00 459.29 .00 19803.74 1496.26 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 457.71 .00 460.36 165.96 202.51 .00 32832.32 3367.19 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 460.56 .00 465.15 .49 457.84 154.20 12516.32 783.68 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 456.54 .00 .00 17702.58 1197.42 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 456.98 .00 459.38 158.65 .00 19764.42 1535.58 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 457.91 .00 460.46 168.00 .00 3210.00 3050.00 3390.50 3539.50 6260.00 * 32230.000 463.79 .00 466.28 823.63 1024.61 29655.74 5519.65 457.93 290.55 8978.24 421.76 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 457.58 .00 951.58 .00 1.17 11814.65 1384.18 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 459.11 .00 459.58 116.95 11910.53 2872.52 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 460.31 .00 460.68 1263.17 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 * 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.DD .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 .00 460.51 460.74 401.68 .00 13200.00 .00 .00 .00 1390.00 1960.00 .00 33145.000 .00 461.67 500.04 58.17 14841.83 .00 .00 .00 1390.00 1960.00 .00 _ * 33145.000 461.44 .00 2823.72 17268.61 16107.67 .00 .00 1390.00 1960.00 .00 33145.000 466.70 .00 466.78 3714.41 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 33470.000 461.72 462.06 559.63 342.60 14557.40 .00 .00 .00 1135.00 1603.00 .00 33470.000 466.78 .00 .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 1 PAGE 27 19JUNO2 13:42:39 SECNO CWSEL DIFEWS 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 Page 14 of 23 Post Project Multi - Profile * 34850.000 461.74 .00 462.78 155.47 .00 13200.00 .00 .00 .00 1310.OD 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 * 37600.000 462.86 .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.D0 2185.00 .00 37800.00D 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 2260.0D .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 1 PAGE 28 19NNO2 13:92:39 SECNO CWSEL DIPRWS EG TOPWID QLOB QCN QROE PERENC STENCL STCHL STCHR STENCR 38550.000 463.13 .00 463.24 687.52 1406.31 4487.55 4106.14 .00 .00 2142.00 2225.00 .00 38550.000 464.89 .00 465.00 694.54 2404.58 5260.78 6134.63 .00 .00 2142.00 2225.00 .00 38550.000 465.51 .00 465.64 697.04 2865.28 5656.40 7078.32 .00 .00 2142.00 2225.00 .00 38550.000 469.53 .00 469.78 1205.00 8879.15 9971.95 17348.90 .00 .00 2142.00 2225.00 .00 39290.000 463.37 .00 463.51 700.49 1409.26 5784.81 2805.93 704.00 1360.00 1551.00 1675.00 2064.00 39290.000 465.12 1.75 465.26 704.00 2397.52 6851.23 4551.25 704.00 1360.00 1551.00 1675.00 2064.00 39290.000 465.75 2.38 465.90 704.00 2852.84 7396.65 5350.51 704.00 1360.00 1551.00 1675.00 2064.00 39290.000 469.89 6.52 470.21 704.00 8016.40 13784.04 14399.56 704.00 1360.00 1551.00 1675.00 2064.00 * 39440.000 463.12 .00 464.04 177.47 .00 9995.55 4.45 593.00 3921.00 4040.00 4150.00 4514.00 * 39440.000 464.73 1.61 465.94 396.82 132.31 13249.19 418.50 593.00 3921.00 4040.00 4150.00 4514.00 * 2.20 466.62 428.35 277.95 14564.95 757.10 593.00 3921.00 4040.00 4150.00 4514.00 39440.000 465.32 2746.25 26660.69 6793.06 593.00 3921.00 4040.00 4150.00 4514.00 * 39440.000 469.20 6.08 471.39 593.00 464.30 344.27 86.11 9913.89 .00 625.00 3880.00 4030.00 4310.00 4505.00 * 39490.000 463.99 .00 466.27 386.54 637.50 13162.50 .00 625.00 3880.00 4030.00 4310.00 4505.00 * 39490.000 465.91 1.92 958.62 14641.38 625.00 3880.00 4030.00 4310.00 4505.00 * 39490.000 466.59 2.60 466.98 401.36 481.16 5269.02 30828.00 102.97 .00 625.00 3880.00 4030.00 4310.00 4505.00 * 39490.000 471.13 7.14 471.93 464.60 406.39 20.56 9789.40 90.04 700.00 3900.00 4040.00 4150.00 4600.00 39540.000 463.81 .00 466.54 559.07 436.04 11938.83 1325.13 700.00 3900.00 4040.00 4150.00 4600.00 39540.000 465.76 1.95 596.84 681.88 12653.08 2065.04 700.00 3900.00 4040.00 4150.00 4600.00 39540.000 466.47 2.66 467.22 20116.57 12339.57 700.00 3900.00 4040.00 4150.00 4600.00 39540.000 471.18 7.36 472.03 700.00 3743.86 39940.000 464.51 .00 465.24 434.98 155.26 9145.74 599.00 .00 .00 1420.00 1500.00 .00 39940.000 466.42 1.91 467.15 608.23 1118.64 10903.20 1678.16 .00 .00 1420.00 1500.00 .00 39940.000 467.10 2.6D 467.81 616.19 1675.86 11487.58 2236.56 .00 .00 1420.00 1500.00 .00 39940.000 471.81 7.30 472.66 794.17 8740.88 17991.30 9467.82 .00 .00 1420.00 1500.00 .00 40650.000 465.66 .00 465.94 565.09 58.33 5834.14 707.53 .00 .00 4730.00 4815.00 .00 40650.000 467.56 1.90 467.80 785.02 722.41 6659.71 1717.88 .00 .00 4730.00 4815.00 .00 40650.000 468.21 2.56 468.45 827.17 1085.73 6886.45 2227.82 .00 .00 4730.00 4815.00 .00 40650.000 473.06 7.41 473.54 1034.27 9441.50 14423.24 12335.26 .00 .00 4730.00 4815.00 .00 48000.000 468.67 .00 468.77 1263.04 1413.22 3356.71 530.07 .00 .00 2370.00 2445.00 .00 48000.000 470.11 1.44 470.20 1483.39 2691.00 3859.18 1449.81 .00 .00 2370.00 2445.00 .00 48000.000 470.69 2.02 470.78 1539.09 3513.45 4254.23 2032.32 .00 .00 2370.00 2445.00 .00 * 48000.000 476.35 7.68 476.46 1778.04 15941.11 7464.53 12794.36 .00 .00 2370.00 2445.00 .00 Page 15 of 23 Post Project Multi - Profile 51350.000 469.40 .00 469.47 600.35 77.86 3922.14 .00 .00 .00 4160.00 4515.00 .00 ` 51350.000 471.31 1.92 471.38 1381.84 1656.61 5342.22 1.18 .00 .00 4160.00 4515.00 .00 51350.000 472.00 2.60 472.08 1438.65 2838.26 6557.36 4.37 .00 .00 4160.00 4515.00 .00 51350.000 477.57 8.17 477.66 2459.19 21966.74 14081.15 152.12 .00 .00 4160.00 4515.00 .00 53350.000 469.66 .00 469.72 321.39 705.61 3288.72 5.68 .00 .00 5570.00 5670.00 .00 + 53350.000 471.80 2.14 471.90 1384.03 1884.03 5081.84 34.13 .00 .00 5570.00 5670.00 .00 + 53350.000 472.57 2.90 472.68 2182.56 3181.56 6153.35 65.09 .00 .00 5570.00 5670.00 .00 + 53350.000 477.98 8.32 478.04 4232.74 26227.91 7906.16 2065.93 .00 .00 5570.00 5670.00 .00 _ 1 19JUNO2 13:92:39 PAGE 29 SECNO CWSEL DIFKWS EG TOPWID QLOB QCR OROS PERENC STENCL STCHL STCHR STENCR + $5590.000 470.03 .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 .00 470.9B 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 1 19.TUNO2 13:42:39 PAGE 30 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL MINE EG 10-KS VCH AREA .OlK 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 3620D.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 .OD 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 .DO 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 .DO .00 435.60 18900.00 454.21 .00 454.29 2.83 2.52 8109.07 11241.65 27449.000 284.DO .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 r 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 1 19. 02 13:42:39 PAGE 31 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10`KS VCH AREA .OIK 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 Page 16 of 23 Post Project Multi - Profile .,. 28720.000 28720.000 228.00 228.00 .00 .00 .00 .00 436.80 436.80 21300.00 36200.00 455.62 459.12 .00 .00 455.71 459.25 2.31 2.32 2.40 2.37 8935.39 12978.79 14007.18 23754.98 * 28890.000 * 28890.000 * 28890.000 28890.000 170.00 170.00 170.00 170.00 .00 .00 .00 .00 .00 .00 .00 .00 437.10 437.10 437.10 437.10 13300.00 18900.00 21300.00 36200.00 452.80 454.55 455.65 459.15 .00 .00 .00 .00 452.99 454.71 455.78 459.32 7.67 6.34 5.10 4.35 3.99 3.71 3.26 2.94 4363.35 6173.07 7339.11 11264.00 4801.90 7508.99 9432.74 17350.80 29124.000 29124.000 _ 29124.000 29124.000 234.00 234.00 234.00 234.00 .00 .00 .00 .00 .00 .00 .00 -00 437.40 437.40 437.40 437.40 13300.00 18900.00 21300.00 36200 -00 452.85 454.53 455.70 459.25 .00 .00 .00 .00 453.27 455.00 456.03 459.51 8.89 9.12 10.12 7.83 5.24 5.74 5.05 4.60 2711.07 4084.17 5207.67 8948.25 4460.37 6256.93 6694.40 12935.28 29651.000 29651.000 29651.000 _ 29651.000 527.00 527.00 527.00 527.00 .00 .00 .00 .00 .00 .00 .00 .00 438.06 438.06 438.06 438.06 13300.00 18900.00 21300.00 36200.00 453.50 455.22 456.24 459.65 .00 .00 .00 .00 453.67 455.39 456.39 459.81 6.35 6.14 5 -28 4.98 3.72 3.73 3.48 3.18 4370.48 5901.02 6900.58 11312.96 5276.95 7627.35 9273.76 16220.84 29831.000 29831.000 29831.000 29831.000 180.00 180.00 180.00 180.00 .00 .00 .00 .00 .00 .00 .00 .00 438.14 438.14 438.14 438.14 13300.00 18900.00 21300.00 36200.00 453.65 455.34 456.33 459.73 .00 .00 .00 .00 453.77 455.49 456.48 459.89 3.90 4.10 3.72 3.84 3.04 3.23 3.11 3.15 4795.23 6091.51 6925.88 11185.31 6736.53 9330.22 11049.77 18476.99 * 30027.000 * 30027.000 * 30027.000 * 30027.000 196.00 196.00 196.00 196.00 .00 .00 .00 .00 .00 .00 .00 .00 438.23 438.23 438.23 438.23 13300.00 18900.00 21300.00 36200.00 453.68 455.38 456.38 459.75 .00 .00 .00 .00 453.95 455.69 456.67 460.11 10.58 11.92 11.41 11.44 4.53 4.78 4.50 4.64 3312.54 4321.19 4970.55 7585.20 4088.47 5474.12 6305.02 10702.76 30384.000 30384.000 30384.000 * 30384.000 357.00 357.00 357.00 357.00 .00 .00 .00 .00 .00 .00 .00 .00 438.14 438.14 438.14 438.14 13300.00 18900.00 21300.00 36200.00 453.95 455.78 456.74 460.20 .00 .00 .00 .00 454.42 456.35 457.32 460.84 11.69 21.58 21.47 28.80 5.75 6.22 6.22 6.79 2469.73 3106.47 3499.60 5681.12 3890.45 4068.82 4597.06 6745.37 30604.000 30604.000 30604.000 * 30604.000 220.00 220.00 220.00 220.00 .00 .00 .00 .00 .00 .00 .00 .00 438.55 438.55 438.55 438.55 13300.00 18900.00 21300.00 36200.00 454.13 456.44 457.42 461.01 .00 .00 .00 .00 454.78 456.87 457.80 461.34 20.51 19.46 16.45 12.63 5.64 5.57 5.35 5.23 2533.29 3742.43 4497.97 8179.48 2936.76 4284.92 5251.69 10184.77 * 30958.000 * 30958.000 * 30958.000 * 30958.000 354.00 354.00 354.00 354.00 .00 .00 .00 .00 .00 .00 .00 .00 438.55 438.55 438.55 438.55 13300.00 18900.00 21300.00 36200.00 454.95 457.03 457.93 461.41 .00 .00 .00 .00 455.08 457.14 458.04 461.55 4.24 4.03 3.64 3.37 3.57 2.57 2.39 2.19 4879.68 6869.53 7850.71 12360.65 6459.27 9420.19 11162.54 19714.85 1 PAGE 32 19JUNO2 13:42:39 SECNO X m ELTR ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCN AREA .OIE • 31335.000 * 31335.000 * 31335.000 * 31335.000 377.00 377.00 377.00 377.00 .00 .00 .00 .00 .00 .00 .00 .00 438.55 438.55 438.55 438.55 13300.00 18900.00 21300.00 36200.00 454.23 456.64 457.83 461.47 454.23 .00 .00 .00 456.41 457.81 458.49 461.82 88.00 50.89 30.20 13.21 12.47 10.10 8.02 5.45 1231.77 2560.06 3733.31 7720.16 1417.78 2649.28 3875.89 9959.58 * 12150.000 * 32150.000 32150.000 32150.000 170.00 170.00 170.00 170.00 .00 .00 .00 .00 .00 .00 .00 .00 437.00 437.00 437.00 437.00 13300.00 18900.00 21300.00 36200.00 456 456.99 457.91 461.35 -60 .00 .00 .00 459.95 457.45 458.60 459.64 463.00 9.62 17.86 18.62 18.32 7.49 10.31 10.78 11.77 1924.65 2023.06 2287.90 6031.40 4288.34 4472.34 4936.00 8458.23 32200.000 32200.000 32200.000 32200.000 50.00 50.00 50.00 50.00 463.60- 999999.00 463.60- 999999.00 463.60- 999999.00 463.60- 999999.00 435.00 435.00 435.00 435.00 13300.00 18900.00 21300.00 36200.00 456.50 456.80 457.71 460.56 .00 .00 .00 .00 457.80 459.29 460.36 465.15 5.54 10.46 10.91 17.51 9.40 12.98 13.44 17.83 1510.25 1556.98 1703.79 2221.51 5653.12 5843.30 6448.17 8651.76 32230.000 32230.000 32230.000 • 32230.000 50 50.00 50.00 50.00 -00 463.60 - 999999.00 463.60- 999999.00 463 -60- 999999.00 463.60- 999999.00 415.00 435.00 435.00 435.00 13300.00 18900.00 21300.00 36200.00 456.54 456.98 457.91 463.79 .00 .00 .00 459.20 457.84 459.38 460.46 466.28 5.49 10.06 10.45 17.23 9.37 12.76 13.20 13.56 1515.99 1585.47 1737.87 3447.82 5676.41 5959.83 6590.11 8721.79 _ * 32250.000 32250.000 32250.000 * 32250.000 1.00 1.00 1.00 1.00 .00 .00 .00 .00 .00 .00 .00 .00 437.00 437.00 437.00 437.00 9400.00 13200.00 14900.00 36200.00 457.58 459.11 460.31 466.42 .00 .00 .00 .00 457.93 459.58 460.68 466.52 6.31 8.41 6.99 2.47 4.84 5.80 5.45 3.95 2179.50 3053.35 4379.17 19441.05 3743.31 4552.74 5637.62 23013.97 * 32305.000 * 32305.000 * 32305.000 32305.000 55.00 55.00 55.00 55.00 .00 .00 .00 .00 .00 .00 .00 .00 437.70 437.70 437.70 437.70 9400.00 13200.00 14900.00 36200.00 457.39 458.94 460.15 466.45 .00 .00 .00 .00 458.11 459.77 460.85 466.54 31.07 34.17 27.71 4.25 7.22 7.89 7.36 3.61 1483.61 1935.94 2375.01 17805.18 1686.46 2258.09 2830.75 17564.51 * 32725.000 * 32725.000 * 32725.000 '-- * 32725.000 420.00 420.00 420.00 420.00 .00 .00 .00 .00 .00 .00 .00 .00 438.20 438.20 438.20 438.20 9400.00 13200.00 14900.00 36200.00 458.54 460.23 461.24 466.62 .00 .00 .00 .00 458.71 460.37 461.35 466.68 6.86 6.43 5.10 2.06 3.89 3.83 3.32 2.76 3532.58 5301.66 6957.59 22589.42 3587.78 5206.11 6597.42 25211.92 33145.000 33145.000 * 33145.000 ^. 33145.000 420.00 420.00 420.00 420.00 .00 .00 .00 .00 .00 .00 .00 .00 438.40 438.40 438.40 438.40 9400.00 13200.00 14900.00 36200.00 458.88 460.51 461.44 466.70 .00 .00 .00 .00 459.05 460.74 461.67 466.78 10.18 11.28 10.66 3.47 3.31 3.80 3.85 2.59 2842.72 3473.41 3925.54 19239.26 2946.54 3930.18 4564.62 19426.96 33470.000 33470.000 33470.000 33470.000 325.00 325.00 325.00 325.00 .00 .00 .00 .00 .00 .00 .00 .00 439.00 439.00 439.00 439.00 9400.00 13200.00 14900.00 36200.00 459.10 460.79 461.72 466.78 .00 .00 .00 .00 459.38 461.14 462.06 466.90 8.54 11.22 11.14 3.95 4.29 4.79 4.71 3.34 2191.23 2855.17 3361.25 15137.55 3216.86 3940.79 4464.33 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 Page 17 of 23 Post Project Multi - Profile 34260.000 34260.000 34260.000 790.00 790.00 790.00 .00 .00 .00 .00 .00 .00 438.80 438.80 438.80 13200.00 14900.00 36200.00 461.66 462.54 467.04 .00 .00 .00 461.81 462.70 467.26 6.34 5.92 6.51 3.16 3.18 4.01 4171.45 5244.45 4687.55 6124.94 11130.10 14189.68 1 PAGE 33 19JUNO2 13:42:39 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .OIK * 34850.000 * 34850.000 * 34850.000 * 34850.000 590.00 590.00 590.00 590.00 .00 .00 .00 .00 .00 .00 .00 .00 439.30 439.30 439.30 439.30 9400.00 13200.00 14900.00 36200.00 460.00 461.74 462.56 467.42 .00 .00 .00 .00 460.74 462.78 463.68 467.91 21.63 29.89 34.07 17.05 6.87 8.16 8.50 7.10 1367.48 1616.71 1752.68 8119.87 2021.22 2414.58 2552.67 8766.89 34950.000 14950.000 * 34950.000 * 34950.000 100.00 100.00 100.00 100.00 .00 .00 .00 .00 .00 .00 .00 .00 439.30 439.30 439.30 439.30 9400.00 13200.00 14900.00 36200.00 460.23 462.49 463.65 467.87 .00 .00 .00 .00 460.95 463.07 463.97 468.05 20.70 20.74 13.54 6.75 6.79 6.56 5.31 4.68 1384.91 2065.93 2932.49 2898.38 4624.61 4049.31 12659.06 13937.03 * 35700.000 + 35700.000 * 35700.000 35700.000 750.00 750.00 750.00 750.00 .00 .00 .00 .00 .00 .00 .00 .00 439.50 439.50 439.50 439.50 9400.00 13200.00 14900.00 36200.00 461.58 463.65 464.39 468.31 .00 .00 .00 .00 462.03 463.96 464.63 468.49 10.13 7.24 6.05 5.14 5.48 5.11 4.03 5.15 2090.27 4910.60 6241.85 14609.76 2953.57 4906.59 6057.86 15972.03 * 36250.000 * 36250.000 * 36250.000 * 36250.000 550.00 550.00 550.00 550.00 .00 .00 .00 .00 .00 .00 .00 .00 439.80 439.80 439.80 439.80 9400.00 13200.00 14900.00 36200.00 462.13 464.03 464.69 468.50 .00 .00 .00 .00 462.17 464.09 464.75 468.66 .77 .90 .95 1.96 1.45 1.73 1.B4 3.07 5901.88 7534.95 8317.66 14876.16 10690.19 13943.31 15263.00 25859.54 * 36970.000 * 36970.000 * 36970.000 * 36970.000 720.00 720.00 720.00 720.00 .00 .00 .00 .00 .00 .00 .00 .00 440.00 440.00 440.00 440.00 10000.00 13800.00 15600.00 36200.00 461.85 463.87 464.59 468.60 .00 .00 .00 .00 462.51 464.39 465.03 468.98 24.39 17.56 15.28 12.09 6.93 6.54 6.31 6.66 1692.50 3243.59 4052.46 9390.33 2024.88 3293.50 3990.67 10409.01 * 37600.000 * 37600.000 * 37600.000 * 37600.000 630.00 630.00 630.00 630.00 .00 .00 .00 .00 .00 .00 .00 .00 440.00 440.00 440.00 440.00 10000.00 13800.00 15600.00 36200.00 462.86 464.64 465.26 469.11 .00 .00 .00 .00 462.96 464.74 465.36 469.33 3.10 2.76 2.78 4.31 2.81 2.93 3.04 4.49 4526.63 6066.55 6605.27 10391.60 5680.58 8310.66 9357.61 17431.84 37800.000 37500.000 37800.000 37800.000 200.00 200.00 200.00 200.00 .00 .00 .00 .00 .00 .00 .00 .00 440.00 440.00 440.00 440.00 10000.00 13800.00 15600.00 36200.00 462.92 464.67 465.29 469.14 .00 .00 .00 .00 463.00 464.78 465.40 469.41 2.30 2.39 2.52 4.64 2.45 2.72 2.86 4.50 4520.46 5604.44 6007.39 9219.06 6599.47 8922.08 9834.33 16807.02 37990.000 37990.000 37990.000 37990.000 190.00 190.00 190.00 190.00 .00 .00 .00 .00 .00 .00 .00 .00 441.00 441.00 441.00 441.00 10000.00 13800.00 15600.00 36200.00 462.96 464.72 465.34 469.24 .00 .00 .00 .00 463.07 464.84 465.47 469.52 3.17 3.03 1.10 5.03 3.04 3.23 3.37 4.99 4012.89 5233.40 5671.50 9094.12 5616.72 7933.29 BB60.34 16138.39 38050.000 38050.000 38050.000 38050.000 60.00 60.00 60.00 60.00 .00 .00 .00 .00 .00 .00 .00 .00 441.00 441.00 441.00 441.00 10000.00 11800.00 15600.00 36200.00 463.00 464.76 465.38 469.31 .00 .00 .00 -00 463.09 464.86 465.49 469.55 2.42 2.34 2.41 4.05 2.58 2.77 2.90 4.40 4517.34 5794.41 6250.20 9698.74 6434.62 9024.22 10050.69 17993.36 38200.000 38200.000 30200.000 38200.000 150.00 150.00 150.00 150.00 .00 .00 .00 .00 .00 .00 .00 .00 441.00 441.00 441.00 441.00 10000.00 13800.00 15600.00 36200.00 463.04 464.80 465.42 469.37 .00 .00 .00 .00 463.13 464.90 465.53 469.62 3.10 2.97 3.04 4.90 2.98 3.19 3.32 4.95 4291.60 5559.22 6017.49 9513.02 5678.47 8010.06 8951.44 16348.27 1 19JVND2 13:42:39 PACE 34 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 38550.000 18550.000 38550.000 38550.000 350.00 350.00 350.00 350.00 .00 .00 .00 .00 .00 .00 .00 .00 441.20 441.20 441.20 441.20 10000.00 13800.00 15600.00 36200.00 463.13 464.89 465.51 469.53 .00 .00 .00 .00 463.24 465.00 465.64 469.78 2.83 2.77 2.87 4.67 3.30 3.49 3.63 5.27 4412.67 5626.53 6060.15 9B94.98 5939.31 8284.72 9214.62 16759.19 39290.000 39290.000 39290.000 39290.000 740.00 740.00 740.00 740.00 .00 .00 .00 .00 .00 .00 .00 .00 441.88 441.88 441.88 441.88 10000.00 13800.00 15600.00 36200.00 463.37 465.12 465.75 469.89 .DO .00 .00 .00 463.51 465.26 465.90 47D.21 4.33 3.97 4.03 6.28 3.62 3.78 3.91 5.73 4153.83 5381.77 5824.61 8736.36 4806.61 6922.53 7775.33 1444D.70 * 39440.000 * 39440.000 * 39440.000 * 39440.000 150.00 150.00 150.D0 150.00 .00 .00 .00 .00 .00 .00 .00 .00 442.00 442.00 442.00 442.00 10000.00 13800.00 15600.00 36200.00 463.12 464.73 465.32 469.20 .00 .00 .00 .00 464.04 465.94 466.62 471.39 22.09 26.05 27.25 40.29 7.73 9.01 9.49 13.59 1305.88 1828.95 2072.90 4119.45 2127.79 2703.79 2968.38 5702.79 * 39490.000 * 39490.000 * 39490.D00 * 39490.000 50.00 50.00 50.00 50.00 .00 .00 .00 .00 .00 .00 .00 .00 442.00 442.00 442.00 442.00 10000.00 13800.00 15600.00 36200.00 463.99 465.91 466.59 471.13 .00 .00 .00 .00 464.30 466.27 466.98 471.93 9.32 9.94 10.40 15.06 4.48 4.93 5.14 7.52 2302.07 3002.82 3271.46 5266.97 3275.63 4376.86 4838.47 9328.90 39540.000 39540.000 39540.DD0 39540.000 50.00 50.00 50.00 50.00 .00 .00 .00 .00 .00 .00 .00 .00 442.00 442.00 442.00 442.00 9900.00 13700.00 15400.00 36200.00 463.81 465.76 466.47 471.18 .00 .00 .00 .00 464.60 466.54 467.22 472.03 17.91 16.49 15.78 16.16 7.15 7.54 7.61 9.23 1513.53 2498.44 2907.67 6101.06 2339.16 3373.58 3876.15 9005.43 39940.000 39940.000 39940.000 39940.000 400.00 400.00 400.00 400.00 .00 .00 .00 .00 .00 .00 .00 .00 442.00 442.00 442.00 442.00 9900.00 13700.00 15400.00 36200.00 464.51 466.42 467.10 471.81 .00 .00 .00 .00 465.24 467.15 467.81 472.66 13.87 13.52 13.25 15.34 7.14 7.61 7.72 9.65 1718.02 2747.06 3164.84 6300.81 2658.69 3725.71 4230.45 9242.76 Page 18 of 23 Post Project Multi- Profile 40650.000 40650.000 40650.000 40650.000 0 700.00 700.00 700.00 700.00 CWSEL .00 .00 -00 .00 .00 .00 .00 .00 440.00 440.00 440.00 440.00 TOPWID 6600.00 9100.00 10200.00 36200.00 465 467.56 468.21 473.06 -66 .00 .00 .00 .00 465.94 467.80 468.45 473.54 451.01 6.22 5.48 5.16 10.13 4.51 4.58 4.56 7.50 1823.27 3131.54 3662.33 8142.41 .00 2645.94 3887.90 4488.13 11371.93 48000.000 48000.000 48000.000 + 48000.000 .00 7350.00 7350.00 7350.00 7350.00 25530.000 -00 .00 .00 .00 .00 .00 .00 .00 445.60 445.60 445.60 445.60 452.29 5300.00 8000.00 9800.00 36200.00 1.28 468.67 470.11 470.69 476.35 .00 .00 .00 .00 .00 468.77 470.20 470.78 476.46 .00 2.82 2.74 2.96 3.47 3.02 3.17 3.37 4.43 3309.52 5341.49 6216.24 15577.89 20600.00 3153.69 4836.74 5697.72 19445.75 51350.000 * 51350.000 51350.000 51350.000 3350.00 3350.00 3350.00 3350.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 446.50 446.50 446.50 446.50 .00 4000.00 7000.00 9400.00 36200.00 25530.000 469.40 471.31 472.00 477.57 36200.00 .00 .00 .00 .00 469.47 471.38 472.08 477.66 1.46 4.63 4.95 3.26 2.26 2.38 2.63 3.15 2036.29 4020.73 4986.88 17052.34 248.00 3305.06 3254.38 4225.20 20057.54 53350.000 * 53350.000 * 53350.000 * 53350.000 2000.00 2000.00 2000.00 2000.00 .00 .00 .00 .00 .00 .00 .00 .00 448.00 448.00 448.00 448.00 4000.00 7000.00 9400.00 36200.00 .28 469.66 471.80 472.57 477.98 253.17 .00 .00 .00 .00 469.72 471.90 472.68 478.04 1.09 1.70 2.17 1.53 2.09 2.85 3.30 3.29 2319.84 3991.79 5309.57 25949.61 3827.59 5361.92 6377.94 29255.43 1 1.44 .45 .00 263.69 240.00 25770.000 20600.00 453.97 1.23 .45 .00 PAGE 35 19JUNO2 13:42:39 25770.000 36200.00 456.85 2.88 .96 .00 285.00 240.00 * 26830.000 13300.00 SECNO XLCH ELTRD ELLC ELMIN 256.77 4 1010.00 CWSEL 26830.000 CRIWS EG 10-KS VCH AREA .66 .01K * 55590.000 * 55590.000 55590.000 * 55590.000 2240.00 2240.00 2240.00 2240.00 .00 .00 .00 .00 .00 .00 .00 .00 452.40 452.40 452.40 452.40 4000.00 7000.00 9400.00 36200.00 470.03 472.32 473.25 470.47 .72 .00 .00 .00 .00 470.27 472.75 473.67 478.70 6.81 10.18 10.67 7.78 4.00 5.44 5.83 6.12 1000.79 1893.81 3092.OB 13237.56 1532.82 2194.03 2878.36 12978.70 56940.000 56940.000 56940.000 56940.000 458.31 1350.00 1350.00 1350.00 1350.00 3.62 .00 .00 .00 .00 .00 .00 .00 .00 449.00 449.00 449.00 449.00 4000.00 7000.00 9400.00 36200.00 470.80 473.51 474.50 479.35 .00 .00 .00 .00 470.98 473.78 474.79 479.51 451.88 4.14 5.86 6.68 5.25 3.59 4.59 5.06 5.33 1286.17 2246.35 3393.94 14927.83 .00 1965.86 2892.21 3638.08 15803.30 1 50.00 26880.000 18900.00 453.51 1.63 .12 .00 322.64 50.00 26880.000 PAGE 36 19JVNO2 13:42:39 1.20 .02 .00 1173.21 50.00 26880.000 36200.00 458.55 3.84 .24 .00 DENTON CREEK, TEXAS SUKKARY PRINTOUT TABLE 150 SECNO 0 CWSEL DIPWSP DIPWSX DIPKWS TOPWID XLCH 25530.000 12800.00 451.01 .00 .00 .00 216.69 .00 25530.000 1B200.00 452.29 1.28 .00 .00 226.37 .00 25530.000 20600.00 453.52 1.23 .00 .00 235.67 .00 25530.000 36200.00 455.89 2.37 .00 .00 248.00 .00 25770.000 12800.00 451.29 .00 .28 .00 253.17 240.00 25770.000 18200.00 452.74 1.44 .45 .00 263.69 240.00 25770.000 20600.00 453.97 1.23 .45 .00 272.69 240.00 25770.000 36200.00 456.85 2.88 .96 .00 285.00 240.00 * 26830.000 13300.00 451.71 .00 .42 .00 256.77 1010.00 26830.000 18900.00 453.40 1.69 .66 .00 1104.81 1010.00 26830.000 21300.00 454.69 1.29 .72 .00 1199.25 1010.00 26830.000 36200.00 458.31 3.62 1 -46 .00 1516.80 1010.00 26880.000 13300.00 451.88 .00 .17 .00 292.57 50.00 26880.000 18900.00 453.51 1.63 .12 .00 322.64 50.00 26880.000 21300.00 454.71 1.20 .02 .00 1173.21 50.00 26880.000 36200.00 458.55 3.84 .24 .00 1710.09 50.00 27165.000 13300.00 452.17 .00 .29 .00 1255.42 284.00 27165.000 18900.00 454.03 1.86 .52 .00 1362.34 284.00 27165.000 21300.00 455.24 1.21 .53 .00 1418.55 284.00 * 27165.000 36200.00 458.80 3.56 .25 .00 1604.14 284.00 * 27449.000 13300.00 452.45 .00 .28 .00 1170.49 284.00 27449.000 18900.00 454.21 1.76 .18 .00 1417.15 284.00 27449.000 21300.00 455.35 1.15 .11 .00 1551.59 284.00 27449.000 36200.00 458.88 3.53 .08 .00 1740.59 284.00 27748.000 13300.00 452.55 .00 .09 .00 1345.54 299.00 27748.000 18900.00 454.29 1.75 .OB .00 1404.20 299.00 27748.000 21300.00 455.42 1.13 .07 .00 1445.81 299.00 27748.000 36200.00 458.93 3.51 .05 .00 1691.04 299.00 27992.000 13300.00 452.61 .00 .06 .00 1257.10 244.00 27992.000 18900.00 454.35 1.74 .05 .00 1310.22 244.00 27992.000 21300.00 455.48 1.13 .06 .00 1344.42 244.00 27992.000 36200.00 458.99 3.51 .06 .00 1468.71 244.00 28168.000 13300.00 452.69 .00 .08 .00 1210.32 176.00 28168.000 18900.00 454.42 1.73 -07 .00 1269.55 176.00 28168.000 21300.00 455.53 1.11 .05 .00 1313.08 176.00 28168.000 36200.00 459.04 3.51 .04 .00 1463.68 176.00 1 19JUNO2 13:42:39 PAGE 37 Page 19 of 23 Post Project Multi - Profile SECNO Q CWSEL DIFWSP DIFWSX DIFXWS TOPWID XLCH 28492.000 13300.00 452.74 .00 .06 .00 1114.02 324.00 28492.000 18900.00 454.47 1.72 .05 .00 1177.01 324.00 28492.000 21300.00 455.57 1.10 .04 .00 1220.21 324.00 28492.000 36200.00 459.08 3.50 .04 .00 1372.92 324.00 28720.000 13300.00 452.80 .00 .05 .00 1024.32 228.00 28720.000 18900.00 454.52 1.72 .05 .00 1064.62 228.00 _ 28720.000 21300.00 455.62 1.10 .05 .00 1095.73 228.00 28720.000 36200.00 459.12 3.50 .04 .00 1217.36 228.00 * 2BB90.000 13300.00 452.80 .00 .01 .00 1019.57 170.00 • 28890.000 18900.00 454.55 1.74 .03 .00 1049.40 170.00 * 28890.000 21300.00 455.65 1.10 .03 .00 1077.65 170.00 _ 28890.000 36200.00 459.15 3.51 .03 .00 1172.57 170.00 29124.000 13300.00 452.85 .00 .05 .00 540.02 234.00 29124.000 18900.00 454.53 1.68 -.01 .00 945.77 234.00 29124.000 21300.00 455.70 1.17 .06 .00 984.06 234.00 _ 29124.000 36200.00 459.25 3.54 .09 .00 1166.19 234.00 29651.000 13300.00 453.50 .00 .65 .00 841.65 527.00 29651.000 18900.00 455.22 1.72 .69 .00 942.76 527.00 29651.000 21300.00 456.24 1.02 .54 .00 1020.00 527.00 29651.000 36200.00 459.65 3.41 .41 .00 1597.87 527.00 i 29831.000 13300.00 453.65 .00 .15 .00 727.21 180.00 29831.000 18900.00 455.34 1.69 .12 .00 825.86 180.00 29831.000 21300.00 456.33 .99 .09 .00 857.57 1BO.00 29831.000 36200.00 459.73 3.40 .08 .00 1561.92 180.00 * 30027.000 13300.00 453.68 .00 .07 .00 555.16 196.00 * 30027.000 18900.00 455.38 1.71 .04 .00 627.76 196.00 * 30027.000 21300.00 456.38 .99 .05 .00 680.98 196.00 * 30027.000 36200.00 459.75 3.38 .02 .00 965.40 196.00 30384.000 13300.00 453.95 -00 .27 .00 325.16 357.00 '-- 30384.000 18900.00 455.78 1.83 .39 .00 384.19 357.00 30384.000 21300.00 456.74 .97 .37 .00 429.26 357.00 * 30384.000 36200.00 460.20 3.45 .44 .00 1011.48 357.00 30604.000 13300.00 454.33 .00 .38 .00 447.02 220.00 30604.000 18900.00 456.44 2.12 .67 .00 721.55 220.00 -' 30604.000 21300.00 457.42 .98 .68 .00 825.02 220.00 * 30604.000 36200.00 461.01 3.59 .81 .00 1381.00 220.00 * 30958.000 13300.00 454.95 .00 .62 .00 831.58 354.00 * 30958.000 18900.00 457.03 2.07 .58 .00 1035.29 354.00 * 30958.000 21300.00 457.93 .90 .51 .00 1140.63 354.00 * 30958.000 36200.00 461.41 3.48 .40 .00 1421.05 354.00 1 PAGE 38 19JUNO2 13:42:79 _ SECNO Q CWSEL DIFWSP DIFWSX DIFXWS TOPWID XLCH * 31335.000 13300.00 454.23 .00 -.72 .00 332.36 377.00 * 31335.000 18900.00 456.64 2.41 -.38 .00 953.24 377.00 * 31335.000 21300.00 457.83 1.19 -.10 .00 1022.21 377.00 _ * 31335.000 36200.00 461.47 3.64 .06 .00 1156.00 377.00 * 32150.000 13300.00 456.60 .00 2.36 .00 242.69 170.00 * 32150.000 18900.00 456.99 .40 .35 .00 253.67 170.00 32150.000 21300.00 457.91 .92 .08 .00 375.99 170.00 32150.000 36200.00 461.35 3.44 -.12 .00 2053.18 170.00 32200.000 13300.00 456.50 .00 -.10 .00 153.82 50.00 32200.000 18900.00 456.80 .30 -.20 .00 156.84 50.00 32200.000 21300.00 457.71 .91 -.21 .00 165.96 50.00 32200.000 36200.00 460.56 2.85 -.79 .00 202.51 50.00 32230.000 13300.00 456.54 .00 .04 .00 154.20 50.00 32230.000 18900.00 456.98 .44 .18 .00 158.65 50.00 32230.000 21300.00 457.91 .93 .20 .00 168.00 50.00 * 32230.000 36200.00 463.79 5.88 3.23 .00 823.63 50.00 * 32250.000 9400.00 457.58 .00 1.05 .00 290.55 1.00 32250.000 13200.00 459.11 1.52 2.13 .00 951.58 1.00 32250.000 14900.00 460.31 1.20 2.40 .00 1263.17 1.00 * 32250.000 36200.00 466.42 6.11 2.63 .00 2913.10 1.00 * 32305.000 9400.00 457.39 .00 -.19 .00 264.81 55.OD * 32305.000 13200.00 458.94 1.55 -.17 .00 320.89 55.00 �- * 32305.000 14900.00 460.15 1.21 -.16 .00 506.02 55.00 32305.000 36200.00 466.45 6.30 .03 .00 3881.69 55.00 * 32725.000 9400.00 458.54 .00 1.15 .00 721.03 420.00 * 32725.000 13200.DO 460.23 1.69 1.29 .00 1427.19 420.00 * 32725.000 14900.00 461.24 1.01 1.10 .00 2160.90 420.00 -- * 32725.000 36200.00 466.62 5.38 .18 .00 3912.75 420.00 Page 20 of 23 Post Project Multi - Profile 33145.000 9400.00 10000.00 458.80 463.13 .00 .34 .00 372.01 687.52 420.00 350.00 33145.000 13200.00 460.51 1.63 .28 .00 401.68 .00 420.00 • 33145.000 14900.00 3855D.000 461.44 15600.00 .93 .20 .00 500.04 .10 420.00 697.04 33145.000 36200.00 466.70 5.27 .08 .00 3714.41 4.02 420.00 .00 33470.000 9400.00 350.00 459.10 39290.000 .00 .22 .00 296.32 325.00 .24 33470.000 13200.00 460.79 1.69 .27 .00 517.61 465.12 325.00 1.75 33470.000 14900.00 704.00 461.72 740.00 .93 .28 .00 559.63 325.00 33470.000 36200.00 2.38 466.78 5.06 .00 .00 2537.00 36200.00 325.00 469.89 34260.000 9400.00 .36 459.83 704.00 .00 .73 .00 420.45 790.00 34260.000 13200.00 .00 461.66 .00 1.83 .87 .00 568.51 - * 39440.000 790.00 13800.00 34260.000 14900.00 462.54 -.39 .89 .82 .00 596.93 790.00 34260.000 36200.00 465.32 467.04 .59 4.50 .26 .00 1845.00 150.00 790.00 * 39440.000 1 36200.00 469.20 3.88 -.69 6.08 593.00 150.00 PAGE 39 19JVNO2 13:42:39 10000.00 463.99 -00 .87 .00 344.27 50 SECHO Q CWSEL DIFWSP DI FWSX DIFWWS TOPWID XLCH * 34850.000 9400.00 460.00 .00 .17 .00 132.05 466.59 590.00 .68 * 34850.000 13200.00 401.36 461.74 50.00 1.74 .09 .00 155.47 59D.00 * 34850.000 14900.00 462.56 .82 .02 .00 176.52 590.00 * 34850.000 36200.OD 467.42 4.85 .38 .00 1575.00 590.00 34950.000 9400.00 460.23 .00 .23 .00 131.76 100.00 34950.000 13200.00 462.49 2.25 .75 .00 1172.02 100.00 * 34950.000 14900.00 463.65 1.16 1.09 .00 1702.77 100.OD * 34950.000 36200.00 467.87 4.22 .46 .00 1955.00 100.00 * 35700.000 9400.00 461.58 .00 1.34 .00 667.16 750.00 * 35700.000 13200.00 463.65 2.07 1.16 .00 1740.21 750.00 * 35700.000 14900.00 464.39 .74 .73 .00 1863.13 750.00 35700.000 36200.00 468.31 3.92 .44 .00 2508.35 750.00 * 36250.000 9400.00 462.13 .00 .55 .00 724.58 550.00 • 36250.000 13200.00 464.03 1.90 .38 .00 1008.18 550.00 * 36250.000 14900.00 464.69 .66 .30 .00 1361.70 55D.00 * 36250.000 36200.00 468.50 3.81 .19 .00 2437.57 550.00 * 36970.000 10000.00 461.85 .00 -.28 .00 275.16 720.00 * 36970.000 13800.00 463.87 2.03 -.15 .00 1026.83 720.00 * 36970.000 15600.00 464.59 .72 -.10 .00 1239.68 720.00 * 36970.000 36200.00 468.60 4.01 .10 .00 1461.16 720.00 * 37600.000 10000.00 462.86 .00 1.01 .00 863.44 630.00 * 37600.000 13800.00 464.64 1.78 .76 -.00 870.55 630.00 * 37600.000 15600.00 465.26 .62 .67 - .00 873.02 630.00 * 37600.000 36200.00 469.11 3.85 .51 .00 1129.00 630.00 37800.000 10000.00 462.92 .00 .05 .00 592.41 200.00 37800.000 13800.00 464.67 1.76 .04 .00 653.69 200.00 37800.000 15600.00 465.29 .62 .03 .00 656.15 200.00 37800.000 36200.00 469.14 3.85 .03 .00 1259.42 200.00 37990.000 10000.00 462.96 .00 .04 .00 656.31 190.00 37990.000 13800.00 464.72 1.76 .05 .00 708.92 190.00 37990.000 15600.00 465.34 .62 .05 .00 711.39 190.00 37990.000 36200.00 469.24 3.90 .11 .00 1145.00 190.00 30050.000 1D000.00 463.00 .00 .04 .00 707.05 60.00 38050.000 13800.00 464.76 1.76 .04 .00 734.05 60.00 38050.000 15600.00 465.38 .62 .04 .OD 736.53 60.00 38050.000 36200.00 469.31 3.93 .07 .00 1086.00 60.00 38200.000 10000.00 463.04 -00 .03 -00 696.18 150.00 38200.000 13800.00 464.80 1.76 .03 .00 736.81 150.00 38200.000 15600.00 465.42 .62 .03 .00 739.16 150.00 38200.000 36200.00 469.37 3.95 .06 .00 1085.00 150.00 1 19,7DW02 13 42 :39 PAGE aD SECWO Q CWSEL DIFWSP DIFWSX DIFWSS TOPWID XLCH 38550.000 10000.00 463.13 .00 .10 .00 687.52 350.00 38550.000 13800.00 464.89 1.76 .09 .00 694.54 350.00 3855D.000 15600.00 465.51 .62 .10 .00 697.04 350.00 38550.000 36200.00 469.53 4.02 .16 .00 1205.00 350.00 39290.000 10000.00 463.37 .00 .24 .00 700.49 740.00 39290.000 13800.00 465.12 1.75 .23 1.75 704.00 740.00 39290.000 15600.00 465.75 .63 .24 2.38 704.00 740.00 39290.000 36200.00 469.89 4.15 .36 6.52 704.00 740.00 * 39440.000 10000.00 463.12 .00 -.26 .00 177.47 150.00 - * 39440.000 13800.00 464.73 1.61 -.39 1.61 396.82 150.00 * 39440.000 15600.00 465.32 .59 -.43 2.20 428.35 150.00 * 39440.000 36200.00 469.20 3.88 -.69 6.08 593.00 150.00 * 39490.000 10000.00 463.99 -00 .87 .00 344.27 50 -00 _ • 39490.000 13800.00 465.91 1.92 1.18 1.92 386.54 50.00 * 39490.000 15600.00 466.59 .68 1.27 2.60 401.36 50.00 - Page 21 of 23 Post Project Multi - Profile 39490.000 36200.00 471.13 4.54 1.93 7.14 481.16 50.00 39540.000 9900.00 39540.D00 13700.00 39540.000 15400.00 39540.000 36200.00 39940.000 9900.00 39940.000 13700.00 39940.000 15400.00 39940.000 36200.00 40650.000 6600.00 40650.000 9100.00 40650.000 10200.00 40650.000 36200.00 48000.000 5300.00 48000.000 8000.00 48000.000 9800.00 * 48000.000 36200.00 51350.000 4000.00 * 51350.000 7000.00 51350.000 9400.00 51350.000 36200.00 53350.000 4000.00 * 53350.000 7000.00 • 53350.000 9400.00 ' 53350.000 36200.00 1 19JUNO2 13:42:39 SECNO Q • 55590.000 4000.00 • 55590.000 7000.00 • 55590.000 9400.00 • 55590.000 36200.00 56940.000 4000.00 56940.000 7000.00 56940.000 9400.00 56940.000 36200.00 1 19JUNO2 13:42:39 463.81 .00 -.17 .00 465.76 1.95 -.14 1.95 466.47 .71 -.12 2.66 471.18 4.71 .05 7.36 464.51 .00 .69 .00 466.42 1.91 .66 1.91 467.10 .68 .63 2.60 471.81 4.71 .63 7.30 465.66 .00 1.15 .00 467.56 1.90 1.14 1.90 468.21 .66 1.11 2.56 473.06 4.85 1.25 7.41 468.67 .00 3.01 .00 470.11 1.44 2.56 1.44 470.69 .58 2.48 2.02 476.35 5.65 3.28 7.68 469.40 .00 .72 .00 471.31 1.92 1.20 1.92 472.00 .68 1.31 2.60 477.57 5.57 1.22 B.17 469.66 .00 .27 .00 471.80 2.14 .49 2.14 472.57 .77 .57 2.90 477.96 5.42 .42 8.32 CWSEL DI FWSP DIFWSE DIFEWS 470.03 .00 .36 .00 472.32 2.30 .52 2.30 473.25 .93 .68 3.22 478.47 5.22 .49 8.45 470.80 .00 .77 .00 473.51 2.72 1.19 2.72 474.50 .99 1.25 3.70 479.35 4.85 .88 8.56 406.39 559.07 596.84 700.00 434.98 608.23 616.19 794.17 565.09 785.02 827.17 1034.27 1263.04 1483.39 1539.09 1778.04 600.35 1381.84 1438.65 2459.19 321.39 1384.03 2182.56 4232.74 TOPWID 88.53 1166.26 1412.63 2309.08 168.59 874.02 1465.21 2586.85 50.00 50.00 50.00 50.00 400.00 400.00 400.00 400.00 700.00 700.00 700.00 700.00 7350.00 7350.00 7350.00 7350.00 3350.00 3350.00 3350.00 3350.00 2000.00 2000.00 2000.00 2000.00 PAGE 41 ELCH 2240.00 2240.00 2240.00 2240.00 1350.00 1350.00 1350.00 1350.00 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- I 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. 30958.00D PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 31335.000 PROFILE= I 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 SSCNO- 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 Page 22 of 23 Post Project Multi- Profile 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 1 19JUNO2 13:42:39 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 PROPILE. 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 Page 23 of 23 GRAPHIC SCALE 200 0 100 200 400 ( IN D'EF'T ) 1 such = 200 it. IMPROVEMENTS FOR MANSIONS ON THE LAKE LOMR APPROVED 7/99 FILL SLOPE (4:1, H: V) I 1 CROSS SECTIONS BASED ON LETTER OF MAP REVISION FOR MANSIONS ON THE LAKE MULTI - FAMILY DEVELOPMENT AS PREPARED, DUNAWAY ASSOCIATES, INC. 2. CROSS SECTION TOPOGRAPHICAL INFORMATION SOUTH OF DENTON CREEK IS BASED ON AS-BUILT CONDITIONS AS SUPPLIED BY DUNAWAY ASSOCIATES, INC. o. L} ' o U O pNppp Om cc - N L o � z . .. ul c 0 o 0 U 0 4 c c 0 SHEET 8 r i7 d v a nc IMPROVEMENTS FOR MANSIONS ON THE LAKE LOMR APPROVED 7/99 FILL SLOPE (4:1, H: V) I 1 CROSS SECTIONS BASED ON LETTER OF MAP REVISION FOR MANSIONS ON THE LAKE MULTI - FAMILY DEVELOPMENT AS PREPARED, DUNAWAY ASSOCIATES, INC. 2. CROSS SECTION TOPOGRAPHICAL INFORMATION SOUTH OF DENTON CREEK IS BASED ON AS-BUILT CONDITIONS AS SUPPLIED BY DUNAWAY ASSOCIATES, INC. �M �w OF �x I epppelYltu AT17 PpOp;7E?TY Qr) lmnApy i nr_Amr) 1 I >, Z v c - 6 o � 0 o 0 U 0 4 0 SHEET �M �w OF �x I epppelYltu AT17 PpOp;7E?TY Qr) lmnApy i nr_Amr) 1 I GRAPHIC - SCALE 200 0 100 200 400 IN FEET ) 1 inch — 200 & IMPROVEMENTS FOR MANSIONS ON THE LAKE LOMR APPROVED 7/99 I ADDOnVILIATr D0f)Dr0TY Qf)l IAInADY I n rAMf)Kl O N a - Q M03 c / � a � r- C14 W N N o �i j � � i.m n' Z Z •� 0 v ! Li 11 w c cu M 0. o co o 6 Q i acq c r 4 . ��jj� �� J7i J ES O o 0 ADDOnVILIATr D0f)Dr0TY Qf)l IAInADY I n rAMf)Kl ° o o rn 11 w Q Z M Q i 0 . ��jj� �� J7i J ES 1. LOCATIONS OF CROSS SECTIONS BASED ON .2 LETTER OF MAP REVISION FOR MANSIONS 0 a) 0 -c 0 © ; ON THE LAKE MULTI -- FAMILY DEVELOPMENT U) p p U © a. AS PREPARED BY DUNAWAY ASSOCIATES, INC. I r 2. CROSS SECTION TOPOGRAPHICAL INFORMATION SHEET SOUTH OF DENT'ON CREEK IS BASED ON s AS- -BUILT CONDITIONS AS SUPPLIED BY DUNAWAY ASSOCIATES, INC. t ADDOnVILIATr D0f)Dr0TY Qf)l IAInADY I n rAMf)Kl Alm �� liiYr�l X De nton Creek 3 2 E X I'll NATIONAL FLOOD INSURANCE PROGRAM KEY TO NUMBERED STREETS 6 — �— _ - -� ARROWHEAD LANE __ ._....t ZONE X AUBURN `NAY_.___._____.4 FIRM COPPERS70NE TRAIL ..2 PARKWAY BOULEVARD 4 MARKED KEY TRAIL .....5 , 5 L FLOOD INSURANCE RATE MAP PARKwooD BOULEVARD _..6 o \ 1 TURKEY KNOB TRAIL ,...... 3 D ALLAS AND NTY, OP T EXAS INCORPO AREAS MINYARD DRIVE m PANEL 135 OF 725 1 1 .,A, I Cottonwood Branch �� a O O� at Denton ZONE AE w a a O wworrlc B HOLLOW LANE 9�2 THWEAT MAP NUMBER ROAD s O� 48113001351 troy ZONE X EFFECTIVE DATE: T � AUGUST 23, 2001 s o X90 4�S 2 ti Q�7 Fcleml Emergenev .Management Agency p ZONE A Branch DENTON COUNTt' UNINCORPORATED AREAS 4, Ck� .ONE X G OF LEWISVILLE CITY OF LEwISVILLE ZONE X 0I� Denton s Creek CITY OF ARROWHEAD LANE_.._. LEWIS CITY OF AUBURN VVAY. COPPELL OF FLOOD INSURANCE HATE MAP STUDY CITY OF COPPELL MARKED KEY TRAIL_____ 480170 INCORPORATED AREAS PARKWOOD BOULEVARD__6 A ZONE X 0I� Denton s Creek KEY TO NUMBERED STREETS r � ROOD INSURANCE PROGRAM ARROWHEAD LANE_.._. L NATIONAL FIRM AUBURN VVAY. _A FLOOD INSURANCE HATE MAP \ 2 DALLAS COUNTY, MARKED KEY TRAIL_____ TEXAS AND INCORPORATED AREAS PARKWOOD BOULEVARD__6 PANEL 135 OF 725 � I — THwEAT MAP NUMBER 48113CO135 I EFFECTIVE DATE: AUGUST 13, 2001 Ili FeJeral Exer hian: Alm Rcn.� Rca�cn Alm, KEY TO NUMBERED STREETS ARROWHEAD LANE_.._. __I AUBURN VVAY. _A COPPERSTONE TRAIL.__ 2 PARKWAY MARKED KEY TRAIL_____ -5 PARKWOOD BOULEVARD__6 TURKEY KNOB TRAIL.__. __3 Cottonwood Branch �o at Denton J 0 V WINDING HOLLOW LANEy ROAD S� Lei s O OQO C-1 477 z E X 6 ZONE X 4� E AE ZONE X 0 o O J FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 REVISION REQUES AND COMMUNITY OFFICIAL 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), Washinaton. 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 I 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 ❑ Floodway 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, V1430, 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 02/08183 480287 Harris County TX 48201C 0220G 09/28/90 480170 Dallas County TX 48113C 0135J 08/23/01 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 and operation plans of the compliance with the maintenance (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. n 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: $3_ 100 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 Ammunity. Signature of Revision Requester Signature of Community Official IC pK C ►PPfly P William G. Pembroke P.E. -1' Printed Name and Title of Revision Requester Printed Name and Title of Community Official Kimley -Horn and Associates. Inc. City of Coppell Company Name Community Name ;o4 ;6 Telephone No.: 972 - 770 -1300 Date: June 24, 2002 Telephone Noo7 Da e: 74* Z- 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 William G. Pembroke. P.E. ❑ 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. 65143 Expires (Date) State Texas ❑ Dam (11) addition /revision of dam ❑ Alluvial Fan (12) structures proposed on alluvial fan Type of License /Expertise: Professional Engineer FEMA Form 81 -89 Revision Requester and Community Official Form MT -2 Form 1 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B 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 Management and Budget, Pa erwork Reduction Pro ect 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 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. KtAL;H I U tit KtVIJtU 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: 376 +00 Upstream Limit: 392 +90 2. MODELS SUbM1I I tU Requirements: for areas which have detailed flooding for areas which do not have detailed flooding Full input and output listings along with files on diskette for each of the models 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 Corrected 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 - Protect Conditions Model ❑ Natural File Name N/A ❑ Floodway File Name N/A 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 - Project 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 ❑ No NOTE: If the effective study is an approximate study, the slopelarea method is recommended. For detailed analysis studies, using a known water - surface elevation is reco mmended. 4. RESULTS (from the model used to revise the 100- ear water surface elevations) �7 If the results indicate any of the following, attach an explanation - to this form, or to the hydraulic model printout- as to the reasonableness of the situation. ❑ Supercritical depth ❑ Critical Depth ❑ Drawdowns ❑ Negative Floodway Surcharges ❑ 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 the 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 ® No (see instructions for information on how to obtain CHECK -2) 5. KEVISEU HKM /Ftil ANU FLUUU FKUNLrt a. 100 -Year Water- Surface Elevations - indicate the difference in water surface elevations where the project 100 -year 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 0.31 (feet) Cross - Section # Cross - Section # b. Floodway Elevations - indicate the difference in water surface elevations where the project floodway elevations tie into the existing floodway water surface elevations at each end of the project. Downstream End 369 +70 within 0 (feet) Upstream End 394 +40 within 0.30 (feet) Cross - Section # Cross - Section # c. Floodway widths - indicate the difference in floodway widths where the project floodway widths tie into the existing floodway 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 # The following information (unless in parentheses) must be included at the same scale as the existing profiles for this project: ® Stream Name ❑ Community Name ❑ Corporate Limits labeled ❑ Confluences labeled ® Channel Stationing ® Streambed profiled ® HorizontalNertical Scales indicated ® 100 -year elevs profiled* ❑ Road Crossings ❑ Labeled ❑ Low Chord Elevations *All recurrence intervals in the effective study must also be profiled. Floodway Data Table ® Study limits labeled ® Cross Sections labeled ❑ Top of Road Elevations 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 Riverine Hvdraulic Analvsis Form -2 Form 4 Page 2 of 2 N O O N CD U) Z O U) w Q 2 Y W LL w J m a a p a Q O J LL Q w y W w Y W -- W V O Q z Q w W Q W O Ix O L) J W LL Q J W in W 'E w Z W CO F C Y Z f uj LLo 2 a LL W in N E a Z W W H O v V La M M (D M M M O M M O M r r O w O O V h M to � Of W O O O O O O O O O O O O O O r O O O O O O U w U) a) a) LL z LL LL N F Q m J W 7 z O Q Q S O r M N (P M M N r (D I-- M LO M (D r 0 O M > F= 0 m (D w Di tri r v D v 6 6 m m 6 c c+i u'i r-: m (o W 0 M V M M (D n r- I M O r N N N LO LO LO LO a0 (D r O W O v t a v v v It It v Ln LO LO to Lo v <t It v It It v OJ W J LL LL Q u U., m y O N It M (0 M (D V 7 a M 'qt r-- r Cl) It M 7 0 U N N r M Lo 0 d' Lo Cl) M co M co M N N '7 M to M O U) 0 M V t(") LO (D h I` r M O N N N LO tO Lo LO co (D ti -t W 0 a V V V V It It It It LO LO to to Lo V 7 7 V V 7 � a LL O V (D r• (D N V co (D Cl) V7 It C a 00 7 r r Cl) V M V N Lo Ih M Lo O V LO Cl) (D M Cl) co (D N N 7 (D N M O J Cl) V to to M r- r h M O N N N to (O to M (D (D � D V V V V It 7 7 V 't (n (n Lo t() to It V d' 'd' V V It U w H Q U ( n rr� CO N r O r N D) M O O M O O) N M to N N M Lli o IL L M M M M (fl M r r- Q1 r (- tri M M Lo N M M W V Q Z O Q F O) M (D M co O r M M N 1- M M 00 (0 F W LL r M N LO CO r r 00 N C)� 0 CY) It LO M t� M N 0) (D O U� D (D to O r (D 7 V n M N V N M M r (D M N r 0 O W Q � r r N N r r r (() M M M (D M M LL � F W V O h Cr) (M Ln 0 0 Ln O 'U M C o O d) Cl) r (.�j co O p Q w r� LO to r CO N co (D O Cl) V O to N (D t- r O O M 7 M CO N CO (M N r r N r N M N Lo r (D It W Z 0 0 0 0 0 0 N 0 0 0 0 0 0 - CD N O N O N 00 N O O N O M V O) M N N tO N O) O � V N M M M 0 O to N _ N 7 r 0 r_. N M co N cD r O N M F ( n tr r 7 (D N M O O O N d' M V' N r r• C4 -ti M M tT M N Lo to (D O) a M W 0 r r r r N N N N N CO CO M CO M N N N N M M V d' O y Z w Y O w Z w U U U 0 O (n x Q [0 U U W LL Y J Z Z a m U O W W U LL ( Q O U Z 0 U w 0 0 Y W -- W V O Q z Q w W Q W O Ix O L) J W LL Q J W in > L 'E w Z W F C Y Z f uj LLo 2 a LL W in N E a Z W W H O v V 3 3 o a) a) W fn a) c a) a) w J V w J Z C: c W a o O O p o U C) Q p > > w -0 -0 w U) a) a) LL aa a) LL LL N F Q m J W 7 �i Z i2 n .I 0 m 0 Z I� 0 i Q L C c n S P r m D CC) �t w A O 0 CA 0 0 m 0 0 0 cc co W fU 0 I — — "n cn� o� cn 0 � f I W U1 0 J W I I CA c O l C I c . c w o 'o Un 0 W N o C.) - W —CJ1 cn W �L1 ry D _ p ° P rx m 3 �D -a W r 1 --- F o ' �o tzi D C) 1 Z V1 r N FEDERAL EMERGENCY MANAGEMENT AGENCY DENTON COUNTY, TX AND INCORPORATED AREAS FLOOD PROFILES DENTON CREEK n ti O 1 C7 O ru f'1 r r i c� r� z C ru Tl T FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 RIVERINE / COASTAL MAPPING I Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1.5 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), 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 I this form. Note: 1 out one Form Tor eacn Tiooain_q source sruo►ea I T 7 Community Name: City of Coppell Flooding Source: Denton Creek Project Name /Identifier: Schreiber Tract This is a ® Manual ❑ Digital submission. Digital map submissions may be used to update digital F1RMs (DFIRMs). For updating DFIRMs, these submissions must be coordinated with FEMA Headquarters as far in advance as poss 1. A topographic workmap must be a. Revised approximate 100 -year floodplain boundaries (Zone A) ................................ ............................... ❑ Yes ❑ No ® N/A b. Revised detailed 100- and 500 -year floodplain boundaries . .................................... ............................... ® Yes ❑ No ❑ N/A c . Revised floodway boundaries .................................................................................... ............................... ® Yes ❑ No ❑ N/A d. Location and alignment of all cross sections with stationing control indicated ......... ............................... ® Yes ❑ No ❑ N/A e. Stream alignments, road alignments and dam alignments ....................................... ............................... ® Yes ❑ No ❑ N/A f. Current community boundaries . ............................................................................... ............................... ® Yes ❑ No ❑ N/A g. Effective 100- year floodplain and floodway boundaries from FIRM /FBFM reduced or enlarged to the scale of the topographic workmap .................................................... ............................... ® Yes ❑ No ❑ N/A h. Tie -ins between the effective and revised 100 -, 500 -year and floodway boundaries ............................... ® Yes El No El N/A i. The requester's property boundaries and community easements ............................. ............................... ® Yes ❑ No El NIA j. The signed certification of a registered professional engineer .................................. ............................... ® Yes El No El N/A k. Location and description of reference marks ................. ........................................................................... El Yes El No ® N/A I. Vertical datum (example: NGVD, NAVD) .................................................................. ............................... ❑ Yes ® No E] N/A m. Coastal zone designations tie into adjacent areas not being revised ........................ ............................. .. ❑ Yes ❑ No ® N/A n. Location and alignment of all coastal transects used to revise the coastal analyze .. ............................... ❑ Yes ❑ No ® N/A o. V -zone has been delineated to extend landward to the heel of the primary frontal dune ......................... ❑ Yes ❑ No ® N/A If any items are marked No or N/A please attach an explanation. 9. M APPINU UHANULb following information (check N/A when not 2. What is the source and date of the updated topographic information (example: orthophoto maps, July 1985; filed survey, May 1979, beach profile, June 1987 etc.)? 1992 aerial topo 3. What is the scale and contour interval of the following workmaps? Effective FIS Scale 1" =200' Contour Interval 2' Revision Request Scale 1" =200' Contour Interval 2' NOTE: Revised topographic information must be of equal or greater detail than effective. 4. Attach an annotated FIRM /FBFM at the scale of the effective FIRM /FBFM showing the revised 100- and 500 -year floodplain and the floodway boundaries and how they tie into those shown on the effective FIRM /FBFM downstream and upstream of the revisions or adiacent to the area of revision for coastal studies. FIRM /FBFM attached? ® Yes ❑_ No I PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS F FEMA Form 81 -89D Riverine / Coastal Mapping Form MT -2 Form 5 Page 1 of 2 r ill r r r 1. The fill is: ❑ Existing ® Proposed 2. Has fill been /will be placed in the regulatory floodway? ❑ Yes ® No If Yes, please attach completed Riverine Hydraulic Analysis Form (Form 4). 3. Has fill been /will be placed in floodway fringe (area between the floodway and 100 -year floodplain boundaries)? ® Yes ❑ No If Yes, then complete A, B, C, and D below. a. Are fill slopes for granular materials steeper than one vertical on one - and - one -half horizontal? ❑ Yes ® No If Yes, justify steeper slopes b. Is adequate erosion protection provided for fill slopes exposed to moving flood waters? (Slopes exposed to flows with velocities of up to 5 feet per second (fps) during the 100 -year flood must, at a minimum, be protected by a cover of grass, vines, weeds, or similar vegetation; slopes exposed to flows with velocities greater than 5 fps during the 100 -year flood must, at a minimum, be protected by stone or rock riprap.) ® Yes ❑ No If No, describe erosion protection provided C. Has all fill placed in revised 100 -year floodplain been compacted to 95 percent of the maximum density obtainable with the Standard Proctor Test Method or acceptable equivalent method? ® Yes ❑ No d. Can structures conceivably be constructed on the fill at any time in the future? ® Yes ❑ No If Yes, attach certification of fill compaction (item 3c. above) by the community's NFIP permit official, a registered professional engineer, or an accredited soils engineer in accordance with Subparagraph 65.5(a)(6) of the NFIP regulations. Fill certification attached ❑ Yes ® No 4. Has fill been /will be placed in a V zone? ❑ Yes ® No If Yes, is the fill protected from erosion by a flood control structure such as a revetment or seawall? ❑ Yes ❑ No If Yes, attach the Coastal Structures Form (Form 10). 2. EARTH FILL PLACEMENT FEMA Form 81 -89D Riverine /Coastal Mapping Form MT -2 Form 5 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067 -0148 CHANNELIZATION I Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1.75 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), 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 :not form. I Community Name: City of Coppell Flooding Source: Denton Creek Project Name /identifier: Schreiber Tract 1. KtAGH I U ttt_ KtVl= J 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: 376 +00 Upstream Limit: 392 +90 Vi21 Attach the following information about the channel (check box if information has been provided): ❑ Description of the inlet and outlet ❑ Description of the shape of the channel (both cross sectional and planimetric configuration) and its lining (channel bottom and sides): r 3 ACCESSORY STRUCTURES The channelization includes: ❑ Levees (Attach Levee /Floodwall System Analysis Form - Form 8) ❑ Drop structures ❑ Superelevated sections ❑ Transitions in cross sectional geometry ❑ Debris basin /detention basin ❑ Energy dissipater ❑ Other (Describe): 4. DRAWING Attach the plans of the channelization certified by a registered professional engineer. The plan detail and information should include (check box if information has been provided): ❑ Channel alignment and locations of inlet, outlet, and accessory structures ❑ Channel lining ® Typical cross sections and profiles of channel banks and invert F PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89E Channelization Form MT -2 Form 6 Page 1 of 2 5. HYDRAULIC CONSIDERATIONS 1. The channel was designed to carry 16681 (cfs) and /or the fully- developed 100 -year flood. 2. The design elevation in the channel based on: ® Subcritical flow ❑ Critical flow ❑ Supercritical flow ❑ Energy grade line 3. If there is the potential for a hydraulic jump at the following locations, check the box(es) that apply and attach an explanation of how the hydraulic jump is controlled without affecting the stability of the channel. Inlet to channel? ❑ Yes Outlet of channel? ❑ Yes At Drop Structures? ❑ Yes At Transitions? ❑ Yes Other locations? ❑ Yes Explanation Attached? ❑ Yes ❑ No ® NIA b. JtU1MtN I 1 KANJYUK I L U1VJ1v CKP1I MAID If there is any indication from historical records that sediment transport (including scour and deposition) can affect the 100 -year (base flood) water - surface elevations; and /or based on the stream geomorphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including sewer and deposition) to affect the base flood water - surface elevations, then provide the following information (Check the box if provided): ❑ Estimated sediment load ❑ Method used to estimate sediment transport ❑ Method used to estimate scour and /or deposition ❑ Method used to revise hydraulic or hydrologic analysis (model) to account for sediment transport r r FEMA Form 81 -89E Channelization Form MT -2 Form 6 Page 2 of 2 Attachment for: MT -2 / Form 4 / Page 2 of 2 Question 3: Starting Water- Surface Elevations The downstream water surface elevation, at the confluence of Denton Creek and the Elm T Fork of the Trinity River, was determined from the City -Wide Storm Water Management Study for the City of Coppell, Texas (1991). The hydraulic data used from this study can be found in Appendix B of this report. F _ G\HYDRO\PROJECTS\ 63093006 \4thSubm\Report\attachments.doc 06/24/02 Attachment for: MT -2 / Form 5 / Page 1 of 2 T Question 1: Mapping Changes The following items are marked N/A on Form 5. 1(a) There are no Zone A boundaries to be revised in the area where the hydraulic r model has been modified 1(k,l) Information such as the location and description of reference marks and regarding the vertical datum was not available at the time of this CLOMR. This information will be obtained and included with the construction plans for this area and with the LOMR submittal. 1(m,n) There are no coastal zone designations in the area being revised. 1(o) There is no V -zone in the area being revised. I GA IYDRO\ PROJECTS \63093006\4thSub m\Report\attachments.doc r 06/24/02 Attachment for: MT -2 / Form 5 / Page 2 of 2 Question 2: Earth Fill Placement (item 3c) The improvements detailed in this report are proposed. After the completion of the fill at the time of construction, compaction tests will be performed on the fill, and the results of these tests will be reported in the subsequent LOMR report. G: \H YDRO\PROJECTS \63093006'4thS ubm\Report\attachmen ts. doc 06/24/02 Attachment for: MT -2 / Form 6 / Page 1 of 2 Question 4: Drawing Checklist T There are no typical cross sections locations with the proposed channel. The shape of the proposed channel is dependent on the shape of the existing channel and the proposed developments. G:\HYDRO\PROJECTS\63093006\4thSubm\Report\attachments.doc r 06/24/02 Revised Existing Conditions with Fully Developed Flows aafffARRff of ifRRaaaff ARARR 1RAAa ++fffAAR11f <A ' HEC -2 WATER SURFACE PROFILES ' + Version 4.6.2; May 1991 ` • RUN DATE 24JUNO2 TIME 09:33:39 11f AAr aft <RaaffffA «11fffAAf llf.aaef:f <a.f1f X X XXXXXXX XXXXX XXXXX X x X X X X X X X X X X XXXXXXX Existing Conditions with Fully Developed Plows Model Xxxx X xxxxx XXXXX X x x x x X X X x x x x x XXXXXXX XXXXX XXXXXXX 1 T1 24JUNO2 09:33:42 T2 PAGE 1 THIS RUN EXECUTED 24JUND2 09:33:42 **r**aa**A**af llf ura »fast llf fRefrlf HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ** aa:ff ..gaff **a. **f **a**ar f**aaRa **a f* R. 1f** af♦ ulf ffauff **<f **** ** * ******** **f ***fffff**1ff11tatf **fa *f KRA file DCULDUPI -dat June 2002 Existing Conditions with Fully Developed Plows Model Based on FEMA Corrected Effective Floodplain Model KRA revised cross sections 37600 through 39290 Project Contacts: Steven Galloway, Dan Grant, Bill Pembroke THIS IS THE EXISTING CONDITIONS WITH FULLY DEVELOPED FLOWS MODEL. T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 EXISTING CONDITIONS WITH FULLY DEVELOPED 2 YEAR DISCHARGE CROSS SECTIONS 35700 4 36250 ADDED To CITY MODEL PROPOSED LAKE AND BACK OF LOT FILL ADDED FOR VILLAGE AT COTTONWOOD CREEK SECTION VI FOR SECTIONS 35700,36250 6 36970 STUDY FOR MANSIONS. PILE:•9714UPC7• ADDED SECTS, PROP. COND.11 /97 ABOVE COMPLETED AS PART OF MANISIONS BY THE LAKE LOMR REVISIONS TD ABOVE DAI MODEL COMPLETED BY KRA 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 PENA 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 STRT METRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 457.47 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBM CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 38 43 1 26 7 53 54 1 24JUNO2 09:33:42 JS 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 NH 4435. CROSS SECTION 33145 FROM BROCXEITE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. BEGIN SEPARATE MODELLING OF DENTON CRX. 6 COTTONWOOD BR. - -ANN X1 33145. 42. 2390. 2960. 385. 290. 420. 1111f+af11l1111+11 ff of if if tiff if ttaff if + U.S. ARMY CORPS OF ENGINEERS f HYDROLOGIC ENGINEERING CENTER + ' 609 SECOND STREET, SUITE D a DAVIS, CALIFORNIA 95616 -4687 RR «a.fAAa** Toff! »aaf **f **as a aR PAGE 2 0.055 Page 1 of 9 Revised Existing Conditions with Fully Developed Flows 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. OR 463. 2752. 462. 2779. 461. 2789. 460. 2795. 455. 2810. GR 450. 2825. 445. 2835. 440. 2849. 439. 2852. 438.4 2862. OR 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. 3150. 460. 3800. 460. 4300. OR 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 BROCHETTE, 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. %3 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 BROCHETTE DAVIS AND DRAKE PROPOSED MODEL. 1 24JUNO2 09:33:42 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. CROSS SECTION 34850. FROM BROCHETTE 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 -AKH 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 S. .050 1355. .055 2005. .060 2310. .045 2520. .055 NH 2610. CROSS SECTION 34950 FROM BROCHETTE DAVIS AND DRAKE PROPOSED MODEL MODIFIED TO ELIMINATE FLOW AREAS IN COTTONWOOD BRANCH AT SOUTH END OF THE CROSS SECTION 4 INEFFECTIVE FLAW 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. OR 455. 2341. 450. 2380. 445. 2388. 440. 2190. 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. 1 24JUNO2 09:31:42 PAGE 3 PAGE 4 Page 2 of 9 Revised Existing Conditions with Fully Developed Flows NH 5. .050 1394. .055 2057. .060 NH 4220. 1430 SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK 2800 BACK OF TAT PILL MODELED USING X3 RECORD ON RIGHT OVERBANK 2850 X1 35700 30 3106 3233 750 750 X3 10000 2281 3430 GR 470.00 1000 468.00 1124 466.00 1326 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 2316. .055 2765. .060 2730 NH 4619. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLAW AREA ON LEFT OVERBANK 462 BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK 2065 GR RECORDS MODIFIED TO SHOW PROPOSED LAKE IN RIGHT OVERBAMX 2105 X1 36250 35 3028 3172 500 500 X3 2288 3625 GR 472.00 1000 470.00 1745 468.00 2288 OR 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 446.00 3299 448.00 3525 GR 468.00 3625 468.00 3773 470.00 4071 NC .055 .055 .045 .1 .3 0. 2360 NH 6. 0.060 1200. 0.050 2330. 0.060 470 NH 3960. 0.050 4070. 0. 0. 0. BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK .040 EXISTING POND IN RIGHT OVERBANK 190 ..... SECTION "D" ...`• CROSS SECTION 36970 FROM FEKA MODEL. 1778 464 UPSTREAM OF PARKS OF COPPELL. 462 X1 36970. 36. 2900. 3060. 600. 600. 2155 X3 1494. 450 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 OR 463.3 3200 462 3300 462 3400 GR 463 3645 460 3658 457 3690 GR 463 3790 465 3815 468.5 3835 GR 473 4070 466 1 24JUNO2 09,33:42 NH 4 .055 1876 .045 2160 .055 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BE3TER MATCH 1992 TOPO KRA 8/99 X1 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 KRA 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 OR 450 2170 444 2175 441 2200 GR 460 2250 462 2260 462 2260 OR 457 2370 451 2390 451 2455 OR 463 2525 464 2570 473 2570 NH 4 .06 2089 .045 2260 .055 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KRA 8/99 X1 38050 31 2089 2260 60 60 GR 468 1509 466 1545 464 1567 OR 464 1893 466 1987 468 2072 3106. .045 750 464.00 1394 460.40 2471 450.00 3153 460.00 3233 464.00 3426 470.00 3957 3028. .045 520 466.00 2301 460.70 2685 462.00 2965 439.80 3086 462.00 3230 463.00 3595 471.70 4350 0. 0. 2900. 0.045 0. 0. 720. 475 1430 470 2330 463.5 2800 462 2850 444 2930 440 2937 456 2990 462 3060 464 3430 464.5 357D 457 3730 460 3765 469 3960 469 3990 PAGE 5 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 2260 .D4 2595 60 462 1590 462 1809 468 2089 466 2118 3233. .055 463.20 1754 462.00 2524 444.00 3158 462.00 3273 466.00 3428 472.00 4220 3172. .040 464.00 2316 462.00 2744 460.00 2993 444.00 3116 460.00 3240 463.00 3605 472.00 4619 0. 0. 3060. 0.060 0. 0. Page 3 of 9 Revised Existing Conditions with Fully Developed Flows OR 464 2130 462 2140 460 2148 450 2176 444 2180 OR 441 2200 444 2208 450 2220 460 2250 462 2260 OR 462 2260 462 2320 459 2345 457 2365 451 2385 OR 451 2480 457 2505 459 2540 464 2575 464 2595 OR 473 2595 NH 4 .06 2117 .045 2270 .055 2295 .045 2640 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO XRA 8/99 X1 38200 34 2117 2270 150 150 150 OR 468 1555 466 1583 464 1627 462 1666 460 1741 OR 460 1847 462 1876 464 1951 466 2018 468 2065 OR 468 2117 460 2135 450 2157 444 2163 441 2185 OR 444 2200 450 2215 460 2255 462 2270 462 2295 OR 462 2330 457 2375 451 2395 451 2410 457 2425 OR 464 2465 464 2480 457 2530 451 2550 451 2570 OR 457 2588 459 2605 464 2640 473 2640 1 PAGE 6 243DNO2 09:33:42 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 REVISSD TO BETTER MATCH 1992 TOPO KRA 8/99 X1 38550. 36 2103 2225 340 330 350 OR 468 1415 466.3 1521 468 1580 469 1614 468 1659 OR 466 1688 464 1730 462 1754 460 1774 460 1901 OR 462 1919 464 1964 466 2027 468 2069 468 2103 OR 466 2107 464 2120 462 2130 460 2139 444 2160 OR 441.2 2190 444 2205 460 2225 461.2 2300 457 2355 OR 457 2450 460 2480 457 2505 451 2525 451 2555 OR 457 2575 459 2595 462 2610 462 2610 463 2620 OR 473 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC NH 5 .05 1249 .3 .055 .5 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 OR 468 977 466 1199 464 1249 462 1301 460 1309 OR 460 1328 462 1359 464 1404 466 1430 466 1506 OR 460 1537 450 1553 445 1565 441.88 1580 445 1600 OR 450 1615 460 1675 460 1710 458 1750 458 1950 OR 460 2000 462 2150 464 2175 466 2180 468 2190 OR 470 2200 472 2240 474 2310 NC RECORD AND INEFFECTIVE PLOW (ET RECORD) ADDED FOR S.N. 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 PENA MODEL. UPSTREAM OF PARKS OF COPPELL. * + + +.••••• ENO OF KH- PARCHE COORDINATION MODEL rr ...r++w•. + 280. +.+ X1 39440. 34. 4040. 4150. 150. 150. OR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. OR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. OR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463, 390D. OR 464. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. OR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. OR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. OR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 1 PAGE 7 24JUNO2 09:33:42 NC NH 6 .05 1090 .3 .05 .5 2380 .055 3760 .045 4670 .05 NH 4950 .055 6200 ET 6.1 6.1 6.1 6.1 3880 4505 PEMA CROSS SECTION X1 39490 33 4030 4310 50 50 50 OR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 OR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 OR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 OR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 OR 442 4193 441.5 4217 462.5 4257 468.5 4310 478.5 4505 OR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 OR 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 ET 6.1 6.1 6.1 6.1 3900 4600 Page 4 of 9 Revised Existing Conditions with Fully Developed Flows Page 5 of 9 FEMA CROSS SECTION X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 OR 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 1 PAGE 8 24 GUNO2 0933 :42 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 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 OR 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 NM 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 185D 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 49D 6170 510 6230 1 PAGE 9 24.NNO2 09:33:42 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 Page 5 of 9 Revised Existing Conditions with Fully Developed Flows X1 55590 23 4250 4340 2000 2200 2240 DR. 501.5 1000 493 1100 487 1300 484 1500 486 1550 OR 489 1900 480 2000 475 2500 475 2600 471 3000 OR 472 3600 472 3900 473 4000 476 4240 470 4250 OR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 OR 473 4440 483 4480 502 4540 VOL SSTA ENDST 33145.000 WE 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 16681.00 463.50 3.20 .00 2308.82 FEMA CROSS SECTION 33470.000 5645.00 457.58 3.17 15.35 X1 56940 33 4335 4415 1250 1250 1350 16681.00 463.71 OR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 OR 474.5 2330 474.6 2490 472.4 2820 475.6 2980 473.6 3120 OR 472 3300 475 3640 475 3760 473.4 3850 469 3880 OR 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 DR. 452 4370 467 4400 474 4415 473 4440 473.8 4445 DR. 476 4630 500 4760 502 4800 2457.70 34950.DDD 1 464.60 6.01 214.35 1668.00 2515.57 24JUNO2 09:33:43 5645.00 459.21 4.15 104.49 PAGE 10 T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY * 35700.000 16681.00 465.52 T2 EXISTING CONDITIONS WITH FULLY DEVELOPED 100 YEAR DISCHARGE 2281.00 3427.52 T3 DENTON CREEK SCHREIBER TRACT CORRECTED ULTIMATE 7/99 139.18 3000.25 J1 ICHECK ING NINV IDIR STRT METRIC HVINS Q HEEL PQ 2302.17 0 5 0 0 0 0 0 463.50 5.81 J2 NPROF IPLOT PRPVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 465.78 15 0 -1 509.55 2534.87 3727.00 * 37600.000 1 460.25 2.56 203.57 1918.13 2730.00 24JUNO2 09:3342 16681.00 466.28 2.66 583.64 PAGE 11 THIS RUN EXECUTED 24JUNO2 09:33:45 rerrr . *....rrrrr:... HEC -2 WATER + + +rrrr.+. SURFACE PROFILES »..rr• Version 4.6.2; May 1991 NOTE - ASTERISK ( *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK SCHREIER SUMMARY PRINTOUT SECNO Q CWSEL VCH VOL SSTA ENDST 33145.000 5645.00 457.47 2.42 .00 2402.70 2916.34 33145.000 16681.00 463.50 3.20 .00 2308.82 3250.00 33470.000 5645.00 457.58 3.17 15.35 1165.88 1550.02 33470.000 16681.00 463.71 3.43 42.21 963.92 2030.00 34260.000 5645.00 458.04 2.19 54.92 880.65 1387.68 34260.000 16681.00 464.11 2.90 140.65 856.52 1660.00 * 34850.000 5645.00 458.28 4.93 80.16 1339.03 1457.12 * 34850.000 16681.00 464.38 6.21 205.20 649.84 1513.26 34950.000 5645.00 458.41 4.87 82.81 2338.95 2457.70 34950.DDD 16681.00 464.60 6.01 214.35 1668.00 2515.57 35700.000 5645.00 459.21 4.15 104.49 3114.34 3232.21 * 35700.000 16681.00 465.52 4.81 302.06 2281.00 3427.52 * 36250.000 5645.00 459.59 1.21 139.18 3000.25 3579.07 * 36250.000 16681.00 465.84 1.76 398.04 2302.17 3616.38 * 36970.DDD 5645.00 459.34 5.81 181.20 2924.23 3727.00 * 36970.000 16681.00 465.78 5.60 509.55 2534.87 3727.00 * 37600.000 5645.00 460.25 2.56 203.57 1918.13 2730.00 * 37600.000 16681.00 466.28 2.66 583.64 1624.22 2730.00 37800.000 5645.00 460.32 2.11 213.02 2040.38 2400.15 37800.D00 16681.00 466.28 2.93 606.41 1417.77 2455.00 37990.000 5645.00 46D.35 2.91 225.11 2152.69 2480.91 37990.000 16681.00 466.33 3.66 638.99 1485.81 2570.00 1 24JUNO2 09:33:42 PAGE 12 Page 6 of 9 Revised Existing Conditions with Fully Developed Flows SECNO Q 38050.000 5645.00 38050.000 16681.00 38200.000 5645.00 38200.000 16681.00 38550.000 5645.00 38550.000 16681.00 39290.000 5645.00 39290.000 16681.00 • 39440.000 5645.00 • 39440.000 16681.00 39490.000 5645.00 • 39490.000 16681.00 39540.000 5645.00 39540.000 16681.00 39940.000 5645.00 39940.000 16681.00 40650.000 5645.00 40650.000 16681.00 48000.000 2994.00 • 48000.000 10837.00 51350.000 3166.00 51350.000 11721.00 53350.000 3166.00 • 53350.000 11721.00 * 55590.000 2700.00 • 55590.000 12101.00 56940.000 2700.00 56940.000 12101.00 CWSEL VCR 460.42 2.37 466.40 2.87 460.45 2.79 466.47 3.28 460.56 3.09 466.58 3.28 460.85 3.36 466.82 3.50 460.82 5.35 466.48 8.78 461.20 3.46 467.45 4.98 461.13 5.20 467.37 7.21 461.55 5.36 467.87 7.46 462.29 5.39 468.80 6.70 466.70 2.53 471.89 2.83 467.32 2.11 472.85 2.65 467.59 2.00 473.38 3.39 467.98 3.26 474.07 5.98 468.56 2.99 475.29 5.30 VOL 228.10 647.2B 236.17 670.13 254.57 722.95 294.97 840.70 301.82 863.78 303.36 867.36 304.92 871.43 314.90 904.06 332.10 966.17 541.99 1679.68 664.36 2266.11 738.18 2547.03 804.36 2829.02 632.01 2964.19 SSTA ENDST 2146.34 2549.91 1537.76 2595.00 1723.80 2615.21 1576.53 2640.00 1768.42 2602.79 1504.07 2620.00 1305.60 2063.78 1108.13 2184.D9 4047.94 4146.73 3921.00 4514.00 4067.71 4254.27 3880.00 4300.83 4047.18 4147.32 3900.00 4600.00 1412.25 1525.50 1140.65 1765.80 4737.36 4853.92 4302.47 5151.68 1694.32 2949.76 1620.12 3209.78 4165.01 4274.51 2462.73 4528.65 3444.06 5672.97 2265.08 6007.62 4255.74 4336.92 2692.62 4444.29 4305.46 4403.35 2271.85 4571.10 1 29 JUNO2 09:33:42 PAGE 13 DENTON CREEK SCHREIER SUMMARY PRINTOUT TABLE 150 SECNO KLCH 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 2661.54 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 .00 100 439.00 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 1D.77 5.60 5125.90 5003.82 * 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 Page 7 of 9 Revised Existing Conditions with Fully Developed Flows 38550.000 350.00 38550.000 350.00 39290.000 740.00 39290.000 740.00 * 39440.000 150.00 * 39440.000 150.00 1 24JUNO2 09:33:42 SECNO XLCE 39490.000 50.00 * 39490.000 50.00 39540.000 50.00 39540.000 50.00 39940.000 400.00 39940.000 400.00 40650.000 700.00 40650.000 700.00 48000.000 7350.00 + 48000.000 7350.00 51350.000 3350.00 51350.000 3350.00 53350.000 2000.00 * 53350.000 2000.00 * 55590.000 2240.00 * 55590.000 2240.00 56940.000 1350.00 56940.000 1350.00 1 2431JNO2 09:33:42 .00 .00 441.20 Q 5645.00 CWSEL 460.56 EG .00 460.67 VCR 3.34 3.09 2383.58 .00 3091.03 .00 .00 441.20 461.20 16681.00 .00 466.58 16681.00 .00 466.69 1631.64 3.04 3.28 6735.09 .00 .00 9574.95 442.00 .00 441.88 5645.00 5645.00 457.58 460.85 467.81 .00 461.00 4.98 5.11 3.36 2233.07 2496.97 .00 .00 .00 441.88 5645.00 16681.00 461.13 466.82 .00 .00 466.94 11.43 3.52 3.50 7006.05 1669.90 8885.90 .00 .00 442.00 5645.00 34260.000 460.82 16681.00 .00 461.27 12.32 5.35 1056.08 803.48 1608.01 .00 .00 .00 442.00 442.00 16681.00 5645.00 466.48 461.55 .00 467.54 461.99 20.99 8.78 2607.45 1087.48 3641.21 PAGE 14 ELTRD ELLC ELMIN Q DIFWSP CWSEL CRIWS EG XLCE 10-KS VCR AREA .01K 457.47 .00 442.00 .00 5645.00 348.93 461.20 .00 .00 461.39 16681.00 6 -39 3.46 1631.64 6.03 2232.70 .00 .00 .00 .00 442.00 33470.000 16681.00 5645.00 467.45 457.58 .00 467.81 .11 9.26 4.98 3629.86 325.00 5482.04 .00 .00 442.00 5645.00 .21 461.13 1066.08 .00 461.55 34260.000 11.43 5.20 1086.26 458.04 1669.90 .00 .00 .00 442.00 16681.00 34260.000 467.37 16681.00 .00 468.01 13.11 7.21 3466.19 803.48 4607.90 790.00 .00 .00 442.00 5645.00 461.55 .24 .00 461.99 10.23 5.36 1087.48 16681.00 1764.54 464.38 .00 .00 442.00 .00 16681.00 467.87 34950.000 .00 468.50 11.74 7.46 3641.48 .13 4868.48 118.74 .00 440.00 5645.00 462.29 .00 462.73 .00 11.00 5.39 1104.05 35700.000 1702.03 5645.00 .00 .00 .00 440.00 .00 16681.00 .00 468.80 .00 469.28 10.69 6.70 4154.84 5101.58 .93 .00 .00 445.60 750.00 2994.00 466.70 .00 466.78 .00 2.40 2.53 1630.71 1933.49 * 36250.000 .00 .00 .00 445.60 465.84 10837.00 6.26 471.89 .00 -00 471.95 520.00 1.91 2.83 8095.25 7843.16 .00 .00 446.50 166.82 3166.00 720.00 467.32 .00 467.39 465.78 1.42 2.11 1498.28 .00 2658.97 .00 .00 446.50 5645.00 11721.00 460.25 472.85 .00 .00 472.93 595.87 4.30 2.65 6297.37 5651.89 .00 .00 448.00 .50 3166.00 1105.78 467.59 630.00 .00 467.65 5645.00 1.20 2.00 1792.38 .00 2887.38 .00 .00 .00 448.00 37800.000 11721.00 16681.00 473.38 466.28 .00 473.49 .00 2.15 3.39 7506.88 200.00 7984.77 .00 .00 452.40 2700.00 .03 467.98 246.29 .00 468.14 37990.000 5.19 3.26 827.05 466.33 1184.85 5.97 .00 .00 452.40 12101.00 38050.000 474.07 5645.00 .00 474.46 10.44 5.98 4331.93 322.45 3745.07 60.00 .00 .00 449.00 2700.00 468.56 .08 .00 466.70 3.30 2.99 964.71 5645.00 1485.58 460.45 .00 .00 449.00 .00 12101.00 475.29 38200.000 .00 475.57 6.86 5.30 4869.76 .07 4619.01 971.88 150.00 38550.000 5645.00 460.56 .00 .11 .00 555.36 PAGE 15 DENTON CREEK SCHREIBE SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX OIFKWS TOPWID XLCE 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 5645.00 459.34 .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 Page 8 of 9 Post Project Conditions with Fully Developed Flows + HEC -2 WATER SURFACE PROFILES , + + Version 4.6.2; May 1991 + + RUN DATE 24JUNO2 TIME 09:34:18 ' x X xxxxxxx xxxxx XX)= X X X X x x X X X X x x XYYYXYX xxxx X Xxxxx xxxxx x x x x x x x x x x x X X xxxxxxx xxxxx xxxxxxx 1 24JUNO2 09:34:21 NBC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 KRA file DEMPRUL.dat June 2002 PAGE 1 THIS RUN EXECUTED 24JUNO2 09:34:21 Proposed Conditions with Fully Developed Flows Model Based on PENA Corrected Effective Floodplain Model KRA revised cross sections 37600 through 39290 Project Contacts: Steven Galloway, Dan Grant, Bill Pembroke THIS IS THE PROPOSED CONDITIONS WITH FULLY DEVELOPED FLOWS MODEL. T1 COPPELL CITY -WIDE STORM WATER MANAGEMENT STUDY T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 2 YEAR DISCHARGE _ CROSS SECTIONS 35700 6 36250 ADDED TO CITY MODEL PROPOSED LAKE AND BACK OF LOT FILL ADDED FOR VILLAGE AT COTTONWOOD CREEK SECTION VI FOR SECTIONS 35700,36250 6 36970 STUDY FOR MANSIONS. PILE: "9714UPC7" ADDED SECTS, PROP. COND.11 /97 ABOVE COMPLETED AS PART OF MANISIONS BY THE LAKE LOMB REVISIONS TO ABOVE DAI MODEL COMPLETED BY KRA IN 7/99 _ REVISIONS INCLUDE CHANGING THE ORDER OF NC /NH CARDS AT SECTIONS 39290, 39440, 39490, 39540, 40650 ADDING AS -SLT 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 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 53 54 1 24JUNO2 09:34.21 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 23D5.9 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. 6 COTTONWOOD BR. - -ANN xi 33145. 42. 2390. 2960. 385. 290. 420. 0.045 2960. 0.055 • U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER + 609 SECOND STREET, SUITE D • DAVIS, CALIFORNIA 95616 -4687 + (9116) 756 -1104 FQ ITRACE PAGE 2 Page 1 of 9 Post Project Conditions with Fully Developed Flows 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. 2049. 439. 2852. 438.4 2862. GR 439. 2870. 440. 2878. 445. 2889. 450. 2898. 455. 2903. OR 460. 2930. 461. 2938. 462. 2951. 463. 2960. 463. 2969. OR 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. OR 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. 1 24JUNO2 09:34:21 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. OR 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. OR 45D. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. OR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. OR 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 34050. 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. 0.0 0.0 0.0 OR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. GR 462.0 1038. 463. 1210. 464. 1270, 464.3 1310, 460. 1338. OR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. OR 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. HE 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 F INEFFECTIVE FLOW AT NORTH END. X1 34950. 31. 231D. 2520. 110. 90. 100. X3 1494. GR 470. 620. 465. 620. 464. 740. 463. 760. 461. 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. OR 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. 1 29JUNO2 09:34:21 PAGE 3 PAGE 4 Page 2 of 9 Post Project Conditions with Fully Developed Flows NH 5. .050 1394. .055 2057. .060 462 NH 4220. 2930 440 2937 456 2990 SECTION 35100 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 469 X1 35700 30 3106 3233 750 750 X3 10000 2281 19 3430 OR 470.00 1000 468.00 1124 466.00 1326 OR 463.10 2057 462.00 2127 460.40 2331 OR 462.00 2962 460.00 3106 458.00 3127 OR 439.50 3188 444.00 3219 450.00 3223 OR 462.50 3303 460.30 3348 462.00 3401 OR 467.20 3549 468.00 3678 469.00 3815 NH S. .060 2316. .055 2765. .060 .055 NH 4619. 2046 .055 2068 .045 2135 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 OR RECORDS MODIFIED TO SHOW PROPOSED LAKE IN RIGHT OVERBANK X1 36250 35 3028 3172 500 500 X3 2185 70 100 2288 3625 OR 472.00 1000 470.00 1745 468.00 2288 OR 464.00 2438 462.00 2542 460.70 2581 OR 464.00 2765 464.70 2808 464.00 2903 GR 458.00 3028 450.00 3051 444.00 3055 OR 450.00 3123 460.00 3138 462.00 3172 OR 459.00 3266 448.00 3299 448.00 3525 OR 468.00 3625 468.00 3773 470.00 4071 NC .055 .055 .045 .1 .3 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2157 NH 3960. 0.050 4070. 0. 0. 0. BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK 458.5 EXISTING POND IN RIGHT OVERBANK 458.5 2157 GR 450 2170 444 2175 " "• SECTION "D" •• "' 2208 450 CROSS SECTION 36970 FROM FEMA MODEL. 2250 462 2260 UPSTREAM OF PARKS OF COPPELL. 2260 462 X1 36970. 36. 2900. 3060. 600. 600. X3 2455 458 1494. 460 2475 OR 463 GR 483 1000 477.5 1050 475 1200 GR 466 2530 462 2620 462 2750 GR 465 2900 458 2930 453.5 293C GR 442.7 2970 450.6 2975 454 2985 OR 463.3 3200 462 3300 462 340C OR 463 3645 460 3658 457 369C OR 463 3790 465 3815 468.5 3835 OR 473 4070 1850 458.5 1886 458.5 1 458.5 2160 OR 450 2176 444 2180 24JUNO2 2200 09.34:21 2208 450 2220 OR 460 3106. .045 750 464.00 1194 460.40 2471 450.00 3153 460.00 3233 464.00 3426 470.00 3957 3028. .045 520 466.00 2301 460.70 2685 462.00 2965 439.80 3086 462.00 3230 463.00 3595 471.70 4350 0. 0. 2900. 0.045 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 PAGE 5 3233. .055 463.20 1754 462.00 2524 444.00 3158 462.00 3273 466.00 3428 472.00 4220 3172. .040 464.00 2316 462.00 2744 460.00 2993 444.00 3116 460.00 3240 463.00 3605 412.00 4619 0. 0. 3060. 0.060 0. 0. NH 5 .055 1850 .045 1931 .045 2160 .055 2400 .04 WE 2130 SECTION ADDED FROM TOPO. RES 3/8/97 SECTIONS 37600 TO 39290 MODIFIED BY KRA 7/99 TO INCLUDE SCREIBER TRACT CLOMR X1 37600. 19 1931 2160 550 350 630 OR 468 1601 467 1850 458.5 1884 458.5 1931 455 2038 OR 450 2058 445 2065 440 2105 445 2120 460 2160 OR 460 2400 460 2400 461 2570 462 2610 461 2650 GR 458 2680 452 2700 452 2730 470 2730 NH 6 .055 1790 .045 2046 .055 2068 .045 2135 .055 HE 2185 .04 2455 SECTION ADDED FROM TOPO. RES 3/8/97 X1 37800 20 2046 2185 70 100 200 GR 410 1046 468 1392 467.5 1790 458.5 1826 458.5 2046 OR 450 2068 445 2077 440 2100 445 2125 450 2135 GR 460 2185 461 2215 457 2260 451 2280 451 2360 OR 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 OR 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 OR 460 2250 462 2260 462 2260 462 2320 459 2345 OR 457 2370 451 2390 451 2455 458 2475 460 2475 OR 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 OR 468 1509 467.5 1850 458.5 1886 458.5 2133 458.5 2160 OR 450 2176 444 2180 441 2200 444 2208 450 2220 OR 460 2250 462 2260 462 2260 462 2320 459 2345 Page 3 of 9 Post Project Conditions with Fully Developed Flows GR 457 2365 451 2385 451 2480 457 2505 459 2540 GR 463 2575 464 2595 473 2595 _ NR 5 .06 1893 .045 2139 .045 2270 .055 2295 .045 WE 2640 X1 38200 27 2139 2270 150 150 150 OR 468 1555 467.5 1893 458.5 1927 458.5 2040 458.5 2139 OR 450 2157 444 2163 441 2186 444 2200 450 2215 OR 460 2255 462 2270 462 2295 462 2330 457 2375 GR 451 2395 451 2410 457 2425 464 2465 464 2480 OR 457 2530 451 2550 451 2570 457 2588 459 2605 GR 464 2640 473 2640 1 PAGE 6 24GUNO2 09:34:21 NH 5 .06 1915 .045 2142 .045 2225 .05 2300 .045 WE 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 2098 GR 458.5 2142 444 2160 441.2 2190 444 2205 460 2225 OR 461.2 2300 457 2355 457 2450 460 2480 457 2505 GR 451 2525 451 2555 457 2575 459 2595 462 2610 OR 462 2610 463 2620 473 2620 NC RECORD AND INEFFECTIVE PLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 5 .05 1345 .045 1551 .045 1675 .055 2175 .05 MR 2310 ET 6.1 6.1 6.1 6.1 1360 2064 - K1 39290 22 1551 1675 600 800 740 OR 468 977 468 1345 459 1381 459 1485 459 1551 OR 450 1560 445 1565 441.88 1580 445 1600 450 1615 GR 460 1675 460 1710 458 1750 458 1950 460 2000 OR 462 2150 464 2175 466 2180 468 2190 470 2200 OR 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 ME 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 PENA MODEL. UPSTREAM OF PARKS OF COPPELL. +• aaaa ++ END OF KH- PARCHE COORDINATION MODEL +a• •• 34. +u u.a + ++u .. K1 39440. 4040. 4150. 150. 280. 150. OR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. OR 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. OR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. _ OR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. OR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. O. 0. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.N. 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 1 24JUNO2 09234 :21 PAGE 7 PENA CROSS SECTION K1 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 OR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 OR 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 ME 4710 .055 6040 ET 6.1 6.1 6.1 6.1 3900 4600 FEMA CROSS SECTION K1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 OR 484 1800 483 2000 480 2100 480 2200 477 2480 OR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 OR 464 4000 468 4025 464 4040 444 4090 442 4110 Page 4 of 9 Post Project Conditions with Fully Developed Flows 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 OR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED PROM TOPO. BMS 6199 NC RECORD ADDED FOR S.H. 121 NC 1420 .3 .045 .5 1500 .055 1780 .035 2010 NH X1 4 .055 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 OR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 OR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 NC .1 .3 3750 4730 .045 9815 .045 NH 6 .06 1200 .055 .06 NH 5410 .04 6200 FENA CROSS SECTION X1 40650 32 4730 4815 1000 400 700 2700 GR 501 1000 497 1200 491.5 1800 4B9 2400 490.2 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 OR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 OR 463 4860 467 4870 464 5080 465 5120 471 5170 OR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 OR 497.8 6150 499 6200 1 PAGE 8 24JNNO2 09:34:21 QT 5 2994. 5761. 9182. 10837. 36200. MH 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 1590 OR 503 1300 490 1450 482.2 1490 482.5 1540 474 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 OR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 971 2500 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 OR 487.8 3380 489 3570 491 39B0 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 OR 509 1000 504 1100 492.6 1400 490.5 1600 477 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 OR 471.3 3140 469.6 3400 468.7 3600 468.5 3200 468.5 3870 OR 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 4B4 4675 498 5215 500 5330 505.5 5920 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 1900 OR 510 1000 498 1200 492 1300 479 1850 476 OR 474 2100 472.5 2500 474 2750 472 3400 467 3450 OR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 OR 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 OR 478 6100 481.4 6120 490 6170 510 6230 NH 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 MH 4480 .055 4540 QT 5. 2700. 6584. 9918. 12101. 36200. FEMA CROSS SECTION 1 PAGE 9 24JUNO2 09:39:21 X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 487 1300 484 1500 486 1550 OR 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 OR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 Page 5 of 9 Post Project Conditions with Fully Developed Flows NN 4630 .06 4800 FEMA CROSS SECTION 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 1 PAGE 10 24JUNO2 09:34:21 T1 DENTON CREEK SCREIBER TRACT CLOMR T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 100 YEAR DISCHARGE T3 CITY OF COPPELL PILE: DENPRUL.DAT KRA /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 1 PAGE 11 24JUNO2 09:34:21 ......aa.....a..... a a..:.aa.....aa.• HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (a) AT LEFT OF CROSS - SECTION NUMBER INDICATES ME DENTON CREEK SCHREIBE SUMMARY PRINTOUT SECNO 0 CWSEL VCH VOL SSTA 33145.000 5645.00 457.47 2.42 .00 2402.70 33145.000 16681.00 463.50 3.20 .00 2308.82 33470.000 5645.00 457.58 3.17 15.35 1165.88 33470.000 16681.00 463.71 3.43 42.21 963.92 34260.000 5645.00 458.04 2.19 54.92 880.65 34260.000 16681.00 464.11 2.90 140.65 856.52 34850.000 5645.00 458.28 4.93 80.16 1339.03 a 34850.000 16681.00 464.38 6.21 205.20 649.84 34950.000 5645.00 458.41 4.87 82.81 2338.95 34950.000 16681.00 464.60 6.01 214.35 1668.00 35700.000 5645.00 459.21 4.15 104.49 3114.34 35700.000 16681.00 465.52 4.81 302.06 2281.00 a 36250.000 5645.00 459.59 1.21 139.18 3000.25 a 36250.000 16681.00 465.84 1.76 398.04 2302.17 a 36970.000 5645.00 459.34 5.81 181.20 2924.23 • 36970.000 16681.00 465.78 5.60 509.55 2534.87 a 37600.000 5645.00 460.21 2.50 204.43 1877.18 a 37600.000 16681.00 466.26 2.85 SBO.32 1852.95 37800.000 5645.00 460.28 2.04 214.34 1818.87 37800.000 16681.00 466.28 2.75 602.20 1794.86 37990.000 5645.00 460.31 2 -74 228.51 1878.74 17990.000 16681.00 466.33 3.18 636.70 1854.66 1 24JUNO2 09:34:21 SECNO Q CWSEL VCR VOL SSTA 38050.000 5645.00 460.36 2.33 232.14 1878.56 38050.000 16681.00 466.37 2.76 645.90 1854.54 THIS RUN EXECUTED 24JUNO2 09:34:25 9SAGE IN SUMMARY OF ERRORS LIST ENDST 2916.34 3250.00 1550.02 2030.00 1387.68 1660.00 1457.12 1513.26 2457.70 2515.57 3232.21 3427.52 3579.07 3616.38 3727.00 3727.00 2730.00 2730.00 2400.14 2455.00 2480.23 2570.00 ENDST 2551.89 2595.00 PAGE 12 Page 6 of 9 Post Project Conditions with Fully Developed Flows 38200.000 38200.000 5645.00 16681.00 460.39 466.39 2.68 3.15 241.54 669.51 1919.82 1897.16 2614.80 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 5.04 858.02 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 39940.000 5645.00 16681.00 461.47 467.78 5.39 7.56 324.74 894.05 1412.64 1141.09 1524.71 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 * 4B000.000 10837.00 471.88 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 1 PAGE 13 24JUNO2 09:34:21 DENTON CREEK SCRREIBE SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 33145.000 33145.000 .00 .00 .00 .00 .00 .00 438.40 438.40 5645.00 16681.00 457.47 463.50 .00 .00 457.56 463.65 4.49 8.11 2.42 3.20 2332.73 5705.81 2663.54 5857.32 33470.000 33470.000 325.00 325.00 .00 .00 .00 .00 439.00 439.00 5645.00 16681.00 457.58 463.71 .00 .00 457.74 463.86 4.55 5.48 3.17 3.43 1781.25 6051.48 2647.17 7123.91 34260.000 34260.000 790.00 790.00 .00 .00 .00 .00 438.80 438.80 5645.00 16681.00 458.04 464.11 .00 .00 458.11 464.24 4.22 4.33 2.19 2.90 2582.76 5958.41 2747.94 8012.50 * 34850.000 * 34850.000 590.00 590.00 .00 .00 .00 .00 439.30 439.30 5645.00 16681.00 458.28 464.38 .0O .00 458.66 464.86 12.20 17.31 4.93 6.21 1144.45 3748.94 1616.38 4009.74 34950.000 34950.000 100.00 100.00 .00 .00 .00 .00 439.30 439.30 5645.00 16681.00 458.41 464.60 .00 .00 458.78 465.04 11.77 15.96 4.87 6.01 1159.39 3882.03 1645.42 4175.62 35700.000 * 35700.000 750.00 750.00 .OD .00 .00 .00 439.50 439.50 5645.00 16681.00 459.21 465.52 .00 .00 459.47 465.76 6.88 5.48 4.15 4.81 1359.99 6306.37 2152.54 7125.78 * 36250.000 + 36250.000 520.00 520.00 .00 .00 .00 .00 439.80 439.80 5645.00 16681.00 459.59 465.84 .00 .00 459.61 465.90 .50 .79 1.21 1.76 4573.42 10239.39 8020.73 18759.46 * 36970.000 * 36970.000 720.00 720.00 .00 .00 .00 .00 440.00 440.00 5645.00 16681.00 459.34 465.78 .00 .00 459.85 466.11 17.01 10.77 5.81 5.60 1056.24 5125.90 1368.88 5083.82 * 37600.000 * 37600.000 630.00 630.00 .00 .00 .00 .00 440.00 440.00 5645.00 16681.00 460.21 466.26 .00 .00 460.30 466.35 3.54 2.22 2.50 2.85 2408.45 7487.14 2999.05 11201.42 37800.000 37BOO.000 200.00 200.00 .00 .00 .00 .00 440.00 440.00 5645.00 16681.00 460.28 466.28 .00 .00 460.35 466.39 2.14 2.14 2.04 2.75 2986.03 6663.63 3862.09 11415.44 37990.000 37990.000 190.00 190.00 .00 .00 .00 .00 441.00 441.00 5645.00 16681.00 460.31 466.33 .00 .00 460.42 466.45 3.13 2.54 2.74 3.18 2464.69 6375.13 3190.88 10457.32 38050.000 38050.000 60.00 60.00 .00 .00 .00 .00 441.00 441.00 5645.00 16681.00 460.36 466.37 .00 .00 460.44 466.46 2.43 2.00 2.33 2.76 2809.62 6975.79 3623.91 11792.00 38200.000 38200.000 150.00 150.00 .00 .00 .00 .00 441.00 441.00 5645.00 16681.00 460.39 466.39 .00 .00 460.48 466.50 3.03 2.51 2.68 3.15 2651.11 6740.17 3245.47 10537.51 38550.000 38550.000 350.00 350.00 .00 .00 .00 .00 441.20 441.20 5645.00 16681.00 460.49 466.47 .00 .00 460.59 466.58 2.97 2.41 3.00 3.44 2653.60 6731.82 3276.43 10743.90 39290.000 39290.000 740.00 740.00 .00 .00 .00 .00 441.88 441.88 5645.00 16681.00 460.75 466.67 .00 .00 460.91 466.80 5.48 3.36 3.50 3.71 2332.05 6473.35 2410.77 9105.08 Page 7 of 9 Post Project Conditions with Fully Developed Flows + 39440.000 + 39440.000 Q 150.00 150.00 CWSEL .00 .00 .00 .00 442.00 442.00 TOPWID 5645.00 16681.00 460.73 466.30 .00 .00 461.18 467.42 457.47 12.62 22.29 5.39 8.98 1046.82 2521.18 1589.13 3533.50 348.93 1 .00 33145.000 16681.00 463.50 6.03 .00 .00 941.18 .OD 33470.000 PAGE 14 457.58 24JUNO2 09:34:21 .11 .00 245.46 325.00 33470.000 16681.00 463.71 6.12 .21 .00 1066.08 325.00 SECNO XLCH ELTRD ELLC ELMIN Q .45 CWSEL CRIWS EG 790.00 10-KS VCH AREA 16681.00 .OIK 464.11 39490.000 * 39490.000 6.07 50.00 50.00 .00 .00 .00 .00 .00 442.00 442.00 5645.00 16681.00 461.12 467.34 .00 .00 461.31 467.71 .00 6.55 9.55 3.49 5.04 1615.38 3583.61 2205.74 5397.32 39540.000 39540.000 50.00 50.00 .00 .00 .00 .00 442.00 442.00 .27 5645.00 16681.00 863.43 461.04 467.25 590.00 .00 .00 461.47 467.91 11.68 13.71 5.24 7 -34 1077.46 3389.84 1651.78 4505.09 .13 39940.000 39940.000 118.74 400.00 400.00 100.00 .00 .00 .00 .00 442.00 442.00 16681.00 5645.00 16681.00 464.60 461.47 467.78 6.18 .00 .00 461.92 468.43 847.57 10.45 12.12 5.39 7.56 1078.64 3587.00 35700.000 1745.90 4792.44 5645.00 40650.000 40650.000 459.21 700.00 700.00 .00 .00 .00 .00 .00 440.00 440.00 5645.00 16681.00 462.22 468.74 .00 .00 462.67 469.23 465.52 11.20 10.97 5.43 6.78 1095.47 4104.21 .00 1687.10 5036.45 48000.000 * 48000.000 7350.00 7350.00 .00 .00 .00 .00 445.60 445.60 2994.00 10837.00 .38 466.69 471.88 465.41 .00 .00 466.77 471.94 2.41 1.92 2.54 2.84 1625.03 8081.53 1928.69 7826.05 51350.000 51350.000 .32 3350.00 3350.00 1314.21 .00 .00 .00 .00 446.50 446.50 * 36970.000 3166.00 11721.00 5645.00 467.31 472.85 459.34 .00 .00 467.38 472.92 -.24 1.42 4.31 2.11 2.65 1497.26 6288.57 720.00 2656.52 5642.82 * 36970.000 53350.000 * 53350.000 16681.00 2000.00 2000.00 465.78 .00 .DO .00 .00 448.00 448.00 .00 3166.00 11721.00 467.59 473.38 .00 .00 467.64 473.48 5645.00 1.21 2.16 2.00 3.39 1790.63 7495.86 .00 2883.86 7976.53 .00 * 55590.000 * 55590.000 2240.00 2240.00 .00 .00 .00 .00 452.40 452.40 2700.00 12101.00 467.97 474.07 .48 .00 .00 468.14 474.46 5.20 10.45 3.27 5.99 826.42 4329.55 1183.63 3743.27 56940.000 56940.000 1350.00 1350.00 .07 .00 .00 .00 .00 449.00 449.00 200.00 2700.00 12101.00 37800.000 468.56 475.29 16681 -00 .00 468.69 475.57 3.31 6.87 2.99 5.30 964.06 4867.89 660.14 1484.37 4617.68 200.00 1 37990.000 5645.00 460.31 .00 .03 .00 519.01 190.00 37990.000 16681.00 PAGE 15 6.02 24JUNO2 09:34:21 715.34 190.OD 38050.000 5645.00 460.36 .00 .04 .00 591.44 60.00 38050.000 DENTON CREEK SCBREIBE SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIPWSP DIPWSK DIPKWS TOPWID XLCH 33145.000 5645.0D 457.47 .00 .00 .00 348.93 .00 33145.000 16681.00 463.50 6.03 .00 .00 941.18 .OD 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.DOD 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 5645.00 460.21 .00 .86 .00 629.86 630.00 + 37600.000 16681.00 466.26 6.06 .48 .00 877.05 630.00 37800.000 5645.00 46D.28 .00 .07 .00 551.66 200.00 37800.000 16681 -00 466.28 6.00 .02 .00 660.14 200.00 37990.000 5645.00 460.31 .00 .03 .00 519.01 190.00 37990.000 16681.00 466.33 6.02 .05 .00 715.34 190.OD 38050.000 5645.00 460.36 .00 .04 .00 591.44 60.00 38050.000 16681.00 466.37 6.01 .04 .00 740.46 60.00 38200.000 5645.00 460.39 .00 .03 .00 547.31 150.00 38200.000 16681.00 466.39 6.00 .03 .00 742.84 150.00 38550.000 5645.00 460.49 .00 .09 .00 605.25 350.00 38550.000 16681.00 466.47 5.99 .08 .00 700.88 350.00 39290.000 5645.00 460.75 .00 .27 .00 682.42 740.00 39290.000 16681.00 466.67 5.92 .20 5.92 704.00 740.00 * 39440.000 5645.00 460.73 .00 -.02 .00 98.38 150.00 * 39440.000 16681.00 466.30 5.57 -.37 5.57 480.94 150.00 Page 8 of 9 Post Project Conditions with Fully Developed Flows 1 PAGE 16 24JUNO2 09:34:21 SECNO 0 CWSEL DIFWSP DIFWSX DIFWSS TOPWID 39490.000 5645.00 461.12 .00 .38 .00 185.27 • 39490.000 16681.00 467.34 6.23 1.04 6.23 417.93 39540.000 5645.00 461.04 .00 -.08 .00 99.75 39540.000 16681.00 467.25 6.21 -.09 6.21 638.47 39940.000 5645.00 461.47 .00 .43 .00 112.07 39940.000 16681.00 467.78 6.31 .53 6.31 624.13 40650.000 5645.00 462.22 .00 .75 .00 115.71 40650.000 16681.00 468.74 6.52 .96 6.52 846.97 48000.00D 2994.00 466.69 .00 4.46 .00 494.88 + 48000.000 10837.00 471.88 5.20 3.14 5.20 1589.46 51350.000 3166.00 467.31 .00 .62 .00 109.47 51350.000 11721.00 472.85 5.53 .96 5.53 1790.95 53350.000 3166.00 467.59 .00 .27 .00 198.74 • 53350.000 11721.00 473.38 5.79 .53 5.79 3139.05 • 55590.000 2700.00 467.97 .00 .39 .00 81.15 • 55590.000 12101.00 474.07 6.10 .69 6.10 1594.08 56940.000 2700.00 468.56 .00 .59 .00 97.84 56940.000 12101.00 475.29 6.74 1.22 6.74 2108.95 1 24JUNO2 09:34:21 XLCH 50.00 50.00 50.00 50.00 400.00 400.00 700.00 700.00 7350.00 7350.00 3350.00 3350.00 2000.00 2000.00 2240.00 2240.00 1350.00 1350.00 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= 37600.00D PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 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 Page 9 of 9