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FS9901-SY 990928r r REQUEST FOR A ; 7 CONDITIONAL LETTER OF MAP REVISION on 2 eAQ� r . DENTO CREEK v -L 0� r In the City of Coppell n1�'1'r" ""� wo Dallas County, Texas cw N '0 PVIV%k 7 WINDSOR ESTATES AND DEFOREST COURT W r Prepared for: r COPPELL OPTIMUM ASSETS, L.L.C. By: I Halff Associates, Inc. 8616 Northwest Plaza Drive - Dallas, Texas 75225 da+mrs WALTER E. SKI r :•. ,9 •4876Y�,�O yt N STE�`' 'NAL 910 r This document is for Permitting purposes only and is not for Bidding or Construction. AVO 17669 == September 1999 E HALFF ASSOCIATES, INC. MO ENGINEERS • ARCHITECTS • PLANNERS ■... Halff Associates ENGINEERS • ARCHITECTS • SCIENTISTS PLANNERS • SURVEYORS September 24, 1999 AVO 17669 Mr. Alan Johnson Federal Emergency Management Agency 1725 I. Street N Washington, DC 20472 Re: Request for a Conditional Letter of Map Revision on Denton Creek In the City of Coppell, Dallas County, Texas Windsor Estates /Deforest Court Site Dear Mr. Johnson 8616 NORTHWEST PLAZA DRIVE DALLAS, TEXAS 75225 (214) 346 -6200 FAX (214) 739 -0095 Enclosed you will find a technical report on proposed site improvements for two sites along the Denton Creek in the City of Coppell, Dallas County, Texas. This report, submitted by Halff Associates, Inc. on behalf of Coppell Optimum Assets, L.L.C., contains the technical data required for issuance of a Conditional Letter of Map Revision. Hard copies of the required HEC -2 hydraulic models (for existing landuse or existing watershed conditions), a disk containing input data files, and flood plain and floodway mapping can be found in Appendices A through I. Application and Certification forms are included in Section II. An application for a Corridor Development Certificate was submitted to the City of Coppell in _. June 1999. The base hydraulic models utilized for this study are as approved by FEMA per the March 29, 1995 LOMR for Cambridge Manor. If you have any technical questions on this report, please contact Halff Associates, Inc. at (214) 346 -6200. Administrative questions should be directed to Mr. Kenneth M. Griffin, P.E., Director of Engineering and Public Works, for the City of Coppell at (972) 304 -3679. Thank you for your consideration of this request. Yours very truly, HALFF ASSOCIATES, INC. Walter E. Skipwith, P.E. Vice President Enclosures cc: Mr. Jack Quarles, FEMA Region VI, Denton, Texas Mr. Kenneth M. Griffin, P.E., Director of Engineering and Public Works Mr. Kelly Jordan, Manager for Coppell Optimum Assets, LLC DALLAS • FORT WORTH • HOUSTON • McALLEN TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT • MUNICIPAL • ENVIRONMENTAL• STRUCTURAL MECHANICAL • ELECTRICAL • SURVEYING • GEOGRAPHIC INFORMATION SYSTEMS ARCHITECTURE • LANDSCAPE ARCHITECTURE • PLANNING Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas Table of Contents r Page # I. Introduction A. General I -1 B. Site Description I -1 C. Purpose I -2 D. Corridor Development Certificate I -2 E. Hydraulics I -2 r 1. Effective Model Duplication I -2 2. Corrected Effective Model I -3 3. Revised (Proposed) Conditions Model I -5 II. Photographs III. Application /Certification Forms with Attachments • MT -2 Form I - Revision Requester and Community Official III -1 • MT -2 Form 4 - Riverine Hydraulic Analysis Attachment 4 -A - Results III -3 • MT -2 Form 5 - Riverine /Coastal Mapping Attachment 5 -A - Explanation III -6 IV. Appendices Appendix A. Figures and Maps Appendix B. Approved LOMR's Appendix C. FIS Current Effective Multi - Profile HEC -2 Model (From DeForest Service Center LOMR) 7 Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas Table of Contents (cont.) Appendix D. FIS Current Effective Floodway HEC -2 Model (From FEMA) Appendix E. FIS Duplicate Effective Multi- Profile HEC -2 Model - FOREST Appendix F. FIS Duplicate Effective Floodway HEC -2 Model - 4RSTFDWY Appendix G. Corrected Effective Multi- Profile HEC -2 Model - RVEXD4ST Appendix H. Corrected Effective Floodway HEC -2 Model - RVXFDWY2 Appendix I. Revised (Proposed) Conditions Multi - Profile HEC -2 Model - PRPSD4ST Appendix J. Revised (Proposed) Conditions Floodway HEC -2 Model - PRPSFDWY 71 Appendix K. Soils Information I Appendix L. Digital HEC -2 Input Data Files on Disk r Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas List of Figures and Maps in Appendix A Figure 1 Location Map Figure 2 Revised FEMA FIRM Map Figure 3 Duplicate Effective Conditions Cross - Sections: 3A Cross - section 18440 3B Cross - section 19330 3C Cross - section 19930 3D Cross - section 20980 3E Cross - section 20990 .- Figure 4 Corrected Effective vs. Duplicate Effective Conditions Cross - Sections: 4A Cross - section 0 (Section Added) 4B Cross - section 1 (Section Added) 4C Cross - section 1.1 (Section Added) 4D Cross - section 2 (Section Added) 4E Cross - section 3 (Section Added) 4F Cross - section 4 (Section Added) 4G Cross - section 5 (Section Added) 4H Cross - section 6 (Section Added) 4I Cross- section 7 (Section Added) 4J Cross - section 9 (Section Added) 4K Cross - section 10 (Section Added) 4L Cross - section I I (Section Added) 4M Cross - section 12 (Section Added) 4N Cross - section 13 (Section Added) 40 Cross - section 14 (Section Added) 4P Cross - section 19647 (Section Added) 4Q Cross- section 19770 (Section Added) 4R Cross - section 19930 _ 4S Cross - section 20025 (Section Added) 4T Cross - section 20980 4U Cross - section 20990 Figure 5 Re) 5A 5B 5C 5D , ised (Proposed) vs. Corrected Effective Conditions Cross - Sections: Cross - section 6 Cross - section 7 Cross - section 9 Cross - section 10 Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas List of Figures and Maps in Appendix A (cont.) r I 5E Cross - section 11 5F Cross - section 12 5G Cross - section 13 5H Cross - section 19770 5I Cross - section 19930 Figure 6 Corrected Effective Conditions Site Plan Figure 7 Revised (Proposed) Conditions Site Plan Figure 8 Floodway Site Plan Figure 9 Revised (Proposed) Conditions Profile I Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas List of Tables Page # Table 1 Comparison Table of 100 -Year Water Surface Elevations Existing Landuse Watershed I -6 Table 2 Comparison Table of Channel Flow Velocity 10 -, 50 -, 100 -, and 500 -Year Flood Existing Landuse Watershed 1 -8 Table 3 Comparison Table of Manning's "n" Values 100 -Year Flood Existing Landuse Watershed I -10 r- r I Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas I. Introduction .. Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas A. Genera! This study was undertaken to provide the necessary technical data for issue of a Conditional Letter of Map Revision (CLOMR) for flood plain reclamation along Denton Creek in the City of Coppell, Dallas County, Texas, as shown on Figure 1. The required forms for this "Request for a Conditional Letter of Map Revision" are included in Section II of this Report. Additional information is provided as Attachments to these forms. B. Site Description Windsor Estates and DeForest Court are proposed residential developments along the right bank of Denton Creek. Windsor Estates is located at the end of DeForest Road on 15.8 acres of land, and approximately 3. 10 miles upstream from the confluence of Denton Creek with the Elm Fork of the Trinity River. DeForest Court is located on the north side of DeForest Road on 8.4 acres of land, and just upstream (approximately 300 feet) from Windsor Estates. Denton Creek is one of the major streams in the North Central Texas Area. It and its tributaries drain 719 square miles with 695 square miles of drainage area being controlled by the flood control dam at Lake Grapevine. Below the dam, Denton Creek flows in an easterly direction through the Cities of Grapevine, Lewisville, Carrollton, and Coppell before joining the Elm Fork of the Trinity river just upstream of Sandy Lake Road. Denton Creek in the project area is approximately 110 feet wide (bank to bank) at the downstream end (Windsor Estates), and approximately 540 feet (including the enlarged channel constructed by the Denton County Levee Improvement District No. 1 (DCLID #1) in 1985) at the upstream end (DeForest Court). Due to the size of the basin and the projects proximity to the Elm Fork of the Trinity River, the flood plain is relatively flat. For example, ground elevations nearest the creek are higher than the surrounding flood plain due to the natural levee building process the creek experienced especially before Lake Grapevine was built. Site visits reveal that the creek has eroding banks or side slopes especially downstream of the large constructed channel, as well as a mature stand of trees along the banks. Water quality is relatively good. Photographs on pages II -1 through II -1 l illustrate existing conditions for each site. 0 — I -1 r C. Purpose r Halff Associates, Inc. was retained by Coppell Optimum Assets, L.L.C., to evaluate a flood plain reclamation plan for Windsor Estates developed by another consultant. Upon review of that plan, Halff proposed a revised flood plain reclamation plan which consisted of a revised site plan (fewer lots), a proposed pond, a swale for conveyance purposes, and a valley storage mitigation area. The resulting reclamation plan for Windsor Estates. Halff was also retained by the Developer near the completion of the Windsor Estates study to develop a reclamation plan for DeForest Court. r Both sites are located within the 100 -year flood plain and partially within the Federal Emergency Management Agency (FEMA) regulatory floodway. A floodway encroachment model is included with this report. D. Corridor Development Certificate Due to the proximity of both sites to the Elm Fork of the Trinity River, a Corridor Development Certificate (CDC) application to the City of Coppell is required. This application includes hydrology and hydraulic analysis (fully developed landuses in watershed below Grapevine lake) to support the proposed development. CDC criteria for development include: no rise in the 100 -year water surface elevations, a minimum rise in the Standard Project Flood (SPF) water surface elevations, zero loss for the 100 -year, and no more than 5% loss for the SPF in terms of valley storage. For Denton Creek, neither the 500 -year flood (fully developed watershed) or the SPF discharges are available, therefore, the 500 -year Flood Insurance Study (FIS) discharge was used in lieu of the SPF. Submittal of the CDC application for Windsor Estates was made in June 1999. A CDC application for DeForest Court is currently being prepared. E. Hydraulics 1. Effective Models Duplication (Appendices C and D) In April 1999, the request for current effective models for the reach of Denton Creek adjacent to these projects was made to Mr. Anthony Appleby with the FEMA Project Library. In May 1999, through Mr. Venkataiah Venkatraj with the FEMA Project Library, hard copies of the effective flood plain (also known as natural or multi - profile) model and the floodway model were obtained. Upon investigation, it was determined that the current effective flood plain model received did not match the model used in LOMR for Cambridge Manor (by Dowdey, Anderson &Associates, Inc., 3/29/95, Case #: 95- 06 -019P) or the LOMR for DeForest Road (by Halff Associates, Inc., July 23, 1997, Case #: 97- I -2 r 06- 503P). Letters from FEMA approving both LOMR's are included. Therefore, it was determined that the flood plain model received from the FEMA Project r- Library was not the current effective model, and that the model used for the previous mentioned LOMR's should be the effective model used for this study. A duplicate effective model, FOREST.DAT, was created from the hard copy model, 920630PR.DAT, by entering the model data into the U.S. Army Corps of Engineers HEC -2 hydraulics package. The current effective floodway model, 92063ENC.DAT, was obtained from FEMA. Investigations of this model revealed that it had minor differences r compared to the current effective flood plain model. At section 18440, GR points differ between the models from Station 5850 to the end of the cross - section on the right overbank. For section 19330, GR points differ between the models from Station 6435 to the end of the cross - section on the right overbank. At these sections, the GR data of the floodway model was replaced with the GR data from the effective flood plain model to create the duplicate effective floodway model: r 4RSTFDWY.DAT. Execution of duplicate effective flood plain and floodway models resulted in minor differences when compared to the current effective models. Due to computational differences between the current effective and duplicate effective flood plain models, a 0.01 decrease in the 500 -year water surface elevation resulted at cross - section 30570. For the comparison of the floodway models, a maximum rise of 0.02 occurred between cross - section 19930 and 22370 of the _ duplicate effective floodway model. This is most probable due to the changes to the GR points mentioned above at cross - sections 18440 and 19300. 2. Corrected Effective Models (Appendices E and F) Corrected effective models were developed by Halff Associates. In the current effective model, there were no FIS cross - sections downstream of section 18400. Because of the project (Windsor Estates) location along Denton Creek and the large distance (3.5 miles) to the Elm Fork of the Trinity River, the effective model -- was extended downstream by adding 10 cross - sections. Other cross - section changes to the model included the removal of FIS cross - sections 18440 and 19330, and the addition of new sections in the area where these FIS sections were and in upstream areas. Apparently, these new sections were based on best available topography at the time and channel (bank to bank) information provided by the U.S. Army Corps of Engineers. Another important change to the current effective model, was the addition of a split flow by weir analysis in the left overbank area. The weir is actually a private road used by a local gun club. Elevations of the road range from 458.1 at the top of the levee to 450.3 at section 1.1. Flood events overtop this embankment providing an area for flood waters to pass directly from the Denton Creek flood plain into the Elm Fork of the Trinity River flood plain. I -3 The following additional changes were made: • On December 30, 1998, Halff received new City of Coppell topography. Right overbanks of all cross - sections that were added to the effective model r' were adjusted per this new topography. • Cross - sections in the area of the roadway weir were cut off at the weir instead of extended to the north to end at an existing levee. • On cross - sections 12 through 14, a X3 was used on the left overbank for ineffective flow and conveyance reasons. Initially, the model was started with a cross- section and a known water surface elevation from the Elm Fork of the Trinity River model. Using the slope between the water surface elevations of the Elm Fork of the Trinity River and the first section of Denton Creek, the corrected effective and revised (proposed) conditions models were started by the slope -area method at the first section on Denton Creek. The addition of the proposed DeForest Court flood plain reclamation, resulted in the following changes: • Cross - sections 19647 was copied from cross - section 14 and the non - effective flow limit (X3) was adjusted on right overbank. • Adjusted the channel reach length and overbank lengths on FIS cross - section 19930. • Cross - sections 19770 and 20025 was copied from FIS cross - section 19930 and the non - effective flow limits (X3's) were adjusted on right overbank • Adjusted the channel reach length and overbank lengths on FIS cross - section 20980. In general, the corrected effective (existing) conditions model resulted in a rise over the duplicate effective model (see Table 1) for the 100 -year flood. These rises are due to the additional detail incorporated into the model to accurately reflect the proposed development. This updated model was the basis for the hydraulic modeling of the proposed development discussed in the following section. The duplicate effective floodway model was also revised to match the corrected effective flood plain model. For the floodway model, the split flow 100 -year discharge calculated in the corrected effective model at each cross - section between 0 and 12 was used. Section 13 was the first cross - section in which the full FIS discharge of 20600 cfs was fully implemented across the section. A map of the corrected flood plain and floodway has been included in this report. I -4 The map was created from the Dallas County, Texas and Incorporated Areas, FIRM 48113CO155 J, July 30, 1999, which is preliminary at this time and is currently in review. In our review of this new floodway, we note some discrepancies in the way the floodway for Denton Creek is drawn compared to previous FIRM'S. The previous floodway followed the levee on the north overbank (sections 20025 through section 13) of Denton Creek and joined the Elm Fork of the Trinity River Floodway at the road/weir location shown. By placing the floodway where it shown on the current map, the road acting as a weir would be blocked off resulting in all 20600 cfs to flow down Denton Creek. This floodway alignment will cause downstream rises greater than 1 foot. ^ 3. Revised (Proposed) Conditions Models (Appendices G and H) Proposed improvements to the sites are shown on Figure 7, Revised (Proposed) Conditions Site Plan. For Windsor Estates, this includes reclamation of approximately 8 acres of land from the 100 -year flood plain by fill. Fill for this r- site will actually be higher (Elev. 456) than the minimum required by the City of Coppell ordinance due to sanitary sewer constraints. Under the ordinance, the lowest floor shall be elevated to a minimum of two feet above the FIS base flood elevation or one foot above the design base flood elevation, whichever is higher. Excavation of a pond and a swale are also part of this site. The excavation is required for valley storage preservation as part of the Corridor Development Certificate conditions for this site. For DeForest Court, this includes reclamation of approximately 5.9 acres of land from the 100 -year flood plain with fill to an elevation no less than 455.1. Excavation of a storage pond is also required here for the same reasons as outlined above. The proposed flood plain reclamation does not cause any additional flooding along Denton Creek during a 100 -year flood event, and velocity increases due to the project are minor (less than 0.2 feet per second, see Table 2). Proposed Project modifications to the corrected effective model consist of the following: • Fill and excavation at cross - sections 6 through 14 for Windsor Estates. • Fill and excavation at cross - sections 19647 through 20025 for DeForest Court. • Manning's "n" value lowered on right overbank due to proposed reclamation (see Table 3). • Ineffective flows adjusted on right overbank. The corrected effective floodway model was upgraded to match the revised (proposed) flood plain model. At those locations in which the 100 -year flood plain was narrower than the floodway, floodway stations were adjusted to be coincident with the 100 -year flood plain limits. I -5 I M Table 1- Windsor Estates and DeForest Court Reclamation Project Denton Creek - Coppell, Texas Conditional Letter of Map Revision Comparison Table of 100 -Year Water Surface Elevations (ft.) 100 -Year Flood Existing Landuse Watershed Location Duplicate Effective Corrected Effective Revised (Proposed) Conditions FOREST.DAT RVEXD4ST.DAT PRPSD4ST.DAT Section 100 -Yr WSEL Section 100 -YR WSEL Rise 100 -YR WSEL Rise 0 446.56 446.56 447.77 447.77 0 449.01 449.01 0 449.92 449.92 0 450.44 450.43 -0.01 # 450.67 450.67 0 a 450.66 450.65 -0.01 B egin. of Windsor Estates 450.72 450.71 -0.01 450.87 450.87 0 452.2 452.13 -0.07 452.41 452.35 -0.06 452.11 452.84 452.76 -0.08 452.95 452.86 -0.09 453 452.93 0.07 f 452.23 End of Windsor Estates 453.08 453 0.08 Begin. of DeForest Court 453.11 453.05 -0.06 453.13 453.07 -0.06 452.24 453.14 0.9 453.09 -0.05 End of DeForest Court 453.15 453.08 -0.07 452.28 453.18 0.9 453.12 -0.06 File: I: \17000s \17669 \CLOMR \Tablel.xls 9/28/99 12:29 AM M Location Duplicate Effective Corrected Effective Revised (Proposed) Conditions FOPEST.DAT RVEXD4ST.DAT PRPSD4ST.DAT Section 100-Yr WSEL Section 100-YR WSEL Rise' I 00-YR WSEL Rise 2 ANN 452.28 , . 453.18 0.9 453.12 -0.06 452.4 21t 453.28 0.88 453.22 -0.06 452.4 21635 453.28 0.88 453.22 -0.06 452.4 453.28 0.88 453.22 -0.06 452.64 453.49 0.85 453.43 -0.06 453.03 453.86 0.83 453.8 -0.06 453.47 454.2 0.73 454.15 -0.05 453.43 454.16 0.73 454.11 -0.05 453.57 454.25 0.68 454.2 -0.05 454.01 454.64 0.63 454.59 -0.05 454.73 455.28 0.55 455.24 -0.04 454.72 455.28 0.56 455.24 -0.04 455.53 455.96 0.43 455.93 -0.03 455.83 456.2 0.37 456.18 -0.02 456.23 456.55 0.32 456.53 -0.02 456.47 456.76 0.29 456.74 -0.02 457.12 457.36 0.24 457.34 -0.02 456.55 456.83 0.28 456.81 -0.02 456.91 457.15 0.24 457.08 -0.07 D/S Face of Denton Tap 459.8 459.91 0 .11 459.88 -0.03 JU/S Face of Denton Tap 459 459.73 0.111 459.7 -0.03 460.93 32125L 460.99 0.06 46 0.97 -0.02 Rise' Compared to Duplicate Effective Conditions Rise 2 Compared to Corrected Effective Conditions File: 1:\17000s\17669\CLOMR\Table1.xls 9/28/99 12:29 AM 1 1 l 1 1 1 1 l l 1 l 1 1 1 1 1 1 1 I Table 2 - Windsor Estates and DeForest Court Reclamation Project Denton Creek - Coppell, Texas Conditional Letter of Map Revision Comparison Table of Channel Flow Velocity 10 -, 50 -, 100 -, and 500 -Year Flood Existing Landuse Watershed Location Corrected Effective Revised (Proposed) Conditions Differences RVEXD4ST.DAT PRPSD4ST.DAT 10 -Year 50 -Year 100 -Year 500 -Year 10 -Year 50 -Year 100 -Year 500 -Year 10 -Year 50 -Year 100 -Year 500 -Year Ch. Vel. Ch. Vel. Ch. Vel Ch. Vel. Ch. Vel. Ch. Vel. Ch. Vel Ch. Vel. Ch. Vel. Ch. Vel. Ch. Vel Ch. Vel. Section ft/s) (ft/s) (ft/s) ft/s) ft/s (ft/s) ft/s (ft/s (ft/s) (ft/s Otis (ft/s) 4.67 4.71 4.74 4.88 4.67 4.71 4.74 4.88 0 0 0 0 3.15 3.05 3.01 2.98 3.16 3.05 3.01 2.99 0.01 0 0 0.01 5.34 5.45 5.5 5.82 5.33 5.45 5.49 5.8 -0.01 0 -0.01 -0.02 5.5 5.88 6.05 6.9 5.5 5.88 6.05 6.9 0 0 0 0' 5.96 6.42 6.6 7.6 5.96 6.42 6.61 7.6 0 0 0.01 0 5.37 5.68 5.8 6.52 5.37 5.68 5.81 6.52 0 0 0.01 0 5.83 6.16 6.28 6.95 5.83 6.16 6.29 6.95 0 0 0.01 0 e ' , of Windsor Estates 6.12 6.46 6.6 7.2 6.12 6.5 6.65 7.47 0 0.04 0.05 0.27 7.37 7.92 8.09 55 7.18 7.73 7.91 8.96 -0.19 -0.19 -0.18 0.11 5.44 5.48 5.5 5.82 5.45 5.56 5.64 6.38 0.01 0.08 0.14 0.56 5.26 5.48 5.56 6.1 5.11 5.5 5.66 6.66 -0.15 0.02 0.1 0.56 3.03 3.28 3.4 4.16 3.05 3.38 3.52 4.38 0.02 0.1 0.12 0.22 2.88 3.46 3.71 5.14 2.91 3.53 3.77 5.18 0.03 0.07 0.06 0.04 2.22 2.96 3.27 5.06 123 2.97 3.28 5 0.01 0.01 0.01 -0.06 End of Windsor Estates 1.86 2.45 2.7 4.11 1.89 2.5 2.75 4.15 0.03 0.05 0.05 0.04 Begin. of DeForest Court 1.86 2.45 2.7 4.1 1.85 2.43 2.67 3.94 -0.01 -0.02 -0.03 -0.16 1.84 2.46 2.72 4.24 1.74 2.33 2.57 3.99 -0.1 -0.13 -0.15 -0.25 1.85 2.48 2.74 4.27 1.77 2.37 2.61 4.03 -0.08 -0.11 -0.13 -0.24 End of DeForest Court 1.85 2.48 2.74 417 1.88 2.52 2.79 4.34 0.03 0.04 0.05 0.07 2.31 3.16 3.51 5.56 2.32 3.18 3.54 5.64 0.01 0.02 0.03 0.08 2.31 3.16 3.53 5.76 2.32 3.18 3.54 5.71 0.01 0.02 0.01 -U5 2.06 2.81 3.13 5.03 2.08 2.82 3.14 4.99 0.02 0.01 0.01 -0.04 2.65 3.62 4.04 6.54 2.67 3.64 4.05 6.49 0.02 0.02 0.01 -0.05 2.65 3.62 4.04 6.5411 2.67 3.64 4.05 6.49 F 0.02 0.02 0.01 -0.05 File, \17000s \17869 \CI l7MR \Table1 A-; �.�� • • • Location Corrected Effective Revised (Proposed) Conditions Differences RVEXD4ST.DAT PRPSD4ST.DAT 10 -Year 50 -Year 100 -Year 500 -Year 10 -Year 50 -Year 100 -Year 500 -Year 10 -Year 50 -Year 100 -Year 500 -Year Ch. Vel. Ch. Vel. Ch. Vel Ch. Vel. Ch. Vel. Ch. Vel. Ch. Vel Ch. Vel. Ch. Vel. Ch. Vel. Ch. Vel Ch. Vel. Section ft/s) (ft/s ) (ft/s (ft/s) ft/s) (ft/s ) (ft/s) (ft/s) ft/s) (fUs) (ft/s) (ft /s) 223 V 2.82 3.83 4.25 6.57 2.8 3.85 4.26 6.5 0.02 0.02_ 0.01 -0.07 00 ' 1.6 2.1 2.27 3.44 1.69 2.12 2.29 3.41 0.03 0.02 0.02 -0.03 1.71 2.18 2.35 2.98 1.73 2.2 2.36 2.95 0.02 0.02 0.01 -0.03 2.51 3.33 3.65 5.22 2.53 3.35 3.67 5.19 0.02 0.02 0.02 -0.03 4.48 5.91 6.49 9.78 4.51 5.94 6.51 9.73 0.03 0.03 0.02 -0.05 3.65 4.79 5.25 7.75 3.68 4.81 5.26 7.73 0.03 0.02 0.01 -0.02 1.86 2.23 2.35 2.82 1.88 2.25 2.37 2.81 0.02 0.02 0.02 -0.01 4.56 5.39 5.57 5.4 4.62 5.43 5.61 5.36 0.06 0.04 0.04 -0.04 3.79 3.81 3.75 3.44 3.86 3.85 3.78 3.42 0.07 0.04 0.03 -0.02 3.43 3.89 4.04 4.69 3.46 3.91 4.05 4.67 0.03 0.02 0.01 -0.02 4.15 4.65 4.81 5.32 4.18 4.68 4.82 5.29 0.03 0.03 0.01 -0.03 5.3 6.5 6.86 7.65 5.33 6.52 6.88 7.62 0.03 0.02 0.02 -0.03 8.38 10.54 11.28 12.74 8.4 10.57 11.3 12.68 0.02 0.03 0.02 -0.06 11.13 13.7 14.6 20 11.17 13.73 14.6 20 0.04 0.03 0 0 11.04 13.41 14.14 14.94 11.09 13.48 14.24 14.94 0.05 0.07 0.1 0 /S Face of Denton Tap 5.35 6.01 5.81 4.18 5.35 6.02 5.84 4.18 0 0.01 0.03 0 U/S Face of Denton Tap 9.15 8.29 7.85 3.88 9.2 8.32 7.88 3.88 0.05 0.03 0.03 0 4.5 4.01 3.52 2.91 4.52 4.03 3.54 2.91 0.02 0.02 0.02 0 RIP.A1 0nnm•naFO�ci 01,AMTnniPl xiq I I I I I I I I I I I I I I I I I I Table 3 - Windsor Estates and DeForest Court Reclamation Project Denton Creek- Coppell, Texas Conditional Letter of Map Revision Comparison Table of Manning's 'In" Values 100-Year Flood Existing Landuse Watershed Location Duplicate Effective Corr' rected Effective Revised (Proposed) Conditions FORESTAT D PRPSD4ST.DAT Section N-LOB N-CH N-ROB L :RVEXD4ST.DAT N - LOB N-CH N-ROB N-LOB N-CH N-ROB 0.035 0.045 0.035 0.045 0.035 0.045 0.035 0.045 TM 0.035 0.045 0.035 0.045 0.035 0.045 0.035 0.045 - 3 0.035 0.045 0.055 0.035 0.045 0.055 0.035 0.045 0.055 0.035 0.045 0.055 0.035 0.045 0.055 0.035 0.045 0.055 Begin. of Windsor Estates 0.035 0.045 0.055 0.035 0.044 0.035 0.045 0.055 - 0.035 0.044 0.015 0.035 0.045 0.055 0.035 0.045 0.045 0.035 0.045 0.055 0.035 0.045 0.045 0.035 0.045 0.055 1 0.035 0.045 0.055 0.035 0.045 0.035 0.035 0.035 0.055 0.035 0.035 0.035 0.035 0.035 0.055 0.035 0.035 0.035 0.035 0.035 0.055 End of Windsor Estates Windsor 0.035 0.035 0.055 0.035 0.035 0.035 Begin. of Court 0.035 0.035 0.055 0.035 0.04 0.035 0.045 0.033 0.055 0.045 0.033 0.04 I:\17000s \17669 \CLOMR \Tablel.xls 9/28/99 12:28 AM Location Duplicate Effective Corrected Effective Revised (Proposed) Conditions FOREST.DAT RVEXD4ST.DAT PRPSD4ST.DAT Section N -LOB N -CH N -ROB Section N -LOB N -CH N -ROB N -LOB N -CH N -ROB 0.045 0.033 0.055 0.045 0.033 0.055 0.045 0.033 0.04 End of DeForest Court "l 5, 0.045 0.033 0.055 0.045 0.033 0.055 b #' 0.035 0.055 20011 `®. 0.035 0.055 0.035 0.055 0.035 0.055J(1; 0.035 0.055 JI 0.035 0.055 Note: * Cross - sections in which a NH card was used, and resulting in a composite "n" value in the channel. ** Cross - sections in which a NC card was used in the Corrected Effective model and a NH card in the Revised (Proposed) Model. In the Revised (Proposed) Model, the right overbank "n" values from cross - section 6 to 19930 were lowered to reflect the proposed developments. I: \17000s \17669 \CLOMR \Tablel.xls 9/28/99 12:28 AM I r' Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas II. Photographs r- J I E1 I __ _J I j I y I i I j i j I j I J I .! Photograph No. 1 Downstream end of Windsor Estates looking South at Denton Creek and erosion protection on right bank. TT-') T "x ".k" t ^u?G Y I i I i t ; ir�► �w Photograph No. 4 North side of Windsor Estates looking North across Denton Creek at City of Lewisville Park Photograph No. 6 East side of Windsor Estates looking West. II -6 Photograph No. 7 South side of Deforest Court looking North. II -7 ti f 3 j Photograph No. 8 Right bank of Old Denton Creek Channel looking upstream. Photograph No. 9 Right bank of Old Denton Creek Channel looking downstream. II -8 J I Photograph No. 10 North side of Deforest Court looking South. Existing house to be removed. II -9 Photograph No. 11 East side of Deforest Court looking upstream along tree line of Old Denton Creek Channel. II -10 Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas III. Application /Certification Forms I I I r- FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 REVISION REQUESTER AND COMMUNITY OFFICIAL Exp ires 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- 01481. Washinaton. DC 20503. You are not required to respond to this unless a valid OMB Control Number is displayed in the upper right comer of this 1. REQUESTED RESPONSE FROM FEMA This request is for a: X 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, fioodway 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) X 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: Windsor Estates and DeForest Court 4. FEMA zone designations affected: AE (example: A, AH, AO, -Al-A30, A99, AE, V, V1 -V30, VE, B, C, D, X) S. The NFIP map panel(s) affected for all impacted communities is (are): Community No. Community Name State Map No. Panel No. Effective Date Ex: 480301 Katy, City TX 480301 0005D 02/08/83 480287 Harris County TX 48201 C 0220G 09/28/90 480170 Dallas County, Texas and Incorporated Areas TX 48113C 01 55J 07/30199 6. The area of revision encompasses the following types of flooding and structures. Check all that apply. Types of Flooding Structures X Riverine ❑ Channelization ❑ Coastal ❑ Levee /Floodwall ❑ Alluvial fan ❑ Bridge /Culvert ❑ Shallow Flooding (e.g. Zones AO and AH) ❑ Dam ❑ Lakes X Fill ❑ Other (describe) X Other (describe) Excavation for Storage Requirements. 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 I III -1 4. 'ENC ROA C HMENT INFORMATION 1. Does the State ❑ Yes X No over the floodway or its adoption by communities participating in the NFIP? 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 X 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 X 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 RESNUNSIKILI I Y The community is willing to assume and operation plans of the performing ❑ overseeing compliance (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. No X N/A are attached. 6. REVIEW FEE The review fee for the appropriate request category has been included. X Yes Fee amount: $ 3,100.00 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 I FAM /d\ILV1.f3 Note: I understand that my signature Indicates that all information Note: Signature indicates that the community understands, from the submitted in support of this r quest i$ co rect revision requester, the Impacts of the revision on Flooding conditions in the community. ig re of Revision Requester S n re of Community Official Kelly Jordan, Manager Kenneth M. Griffin, P.E., Director of Public Works Printed Name and Title of Revision Requester Printed Name and Title of Community Official Coppell Optimum Assets, L.L.C. City of Coppell, Texas Company Name Community Name Tele hone No.: (214) 357 -0505 Date: 09/28/99 Tele hone No.: (972) 304 -3679 Date: 09128199 CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER Check which forms have been included with this request AND /OR LAND SURVEYOR This certification is in accordance yyith 44 CFR Ch. 1, Sect 65.2 Form Name and (Number) Required if C] Hydrologic (3) new or revised discha if X Hydraulic (4) new or revised water - surface elevations X Mapping (5) floodplain /floodway changes Si nature ❑ Channelization (6) channel is modified Walter E. Skipwhh, P.E., Vice - President ❑ Bridge /Culvert (7) addition /revision of bridge /culvert Printed Name and Title of Revision Requester ❑ Levee /Floodwall (8) addition /revision of levee /fioodwall ❑ Coastal (9) new or revised coastal elevations Registr No. 48752 Expires (Date) 12131 /99 State TX ❑ Coastal Structures (10) addition /revision of coastal structure ❑ Dam (11) addition /revision of dam Type of License /Expertise: Professional Engineer ❑ Alluvial Fan 0 2) structures proposed on alluvial fan I FEMA Form 81 -89 Revision Requester and Community Official Form MT -2 Form t Page 2 of 2 III -2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 RIVERINE HYDRAULIC ANALYSIS I 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, Paperwork Reduction Project 13067-0148), Washington, DC 20503. You are not required to respond to this collection of Information unless a valid OMB Control Number is displayed in the upper right corner of this form. ^ ^ I ^ rvote: mu out one roan ror eacn noosing source stumes Community Name: City of Coppell, Texas Flooding Source: Denton Creek Project Name /Identifier: Windsor Estates and DeForest Court 1. rtCAGri 1U DC r1CVNDCU Describe the limits of the revision OR submit a copy of the FIRM with the revision area clearly highlighted. Copy of FIRMIs) attached depicting area of the revision (highlighted, or circled)? ® Yes Downstream Limit: Section 0 - approximately 11,300 feet upstream of the Confluence with the Elm Fork of the Trinity River Upstream Limit: Section 20025 - 3000 feet downstream of MacArthur Blvd. 2. MODELS SUBMITTED 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 Only the 100 -year (Base) flood profile is in the models must be provided. The summary must include a description of any required. A hydraulic model is not required changes made from model to model (e.g., Duplicate Effective model to for areas which do not have detailed Corrected Effective model). At a minimum, the Duplicate Effective (item 1) and flooding; however, BFEs may not be added to the Revised or Post - Project Conditions (item 4) models must be submitted. See the revised FIRM. If a hydraulic model is instructions for directions on when other models may be required. developed 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 FOREST 10 Floodway File Name 4RSTFDWY 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 RVEXD4ST ® Floodway File Name RVXFDWY2 The Corrected Effective model is the model that corrects any errors that occur in the Duplicate Effective model, adds any additional cross sections to the Duplicate Effective model, or incorporates more detailed topographic information than that used in the currently effective model. The Correctly Effective model must not reflect any man -made physical changes since the date of the effective model. An error could be a technical error in the modeling procedures, or any construction in the floodplain that occurred prior to the date of the effective model but was not incorporated into the effective model. 3. Existina or Pre - Project Conditions Model ❑ Natural File Name ❑ Floodway File Name 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 PRPSD4ST ® Floodway File Name PRPSFDWY The Existing or Pre- Project Conditions model for 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 III -3 F_ 3. STARTING WATER- SURFACE ELEVATIONS Explain how they were determined. Explanation Attached? R Yes ❑ No NOTE: If the effective study is an approximate study, the slope /area method is recommended, For detailed analysis studies, using a known water- surface elevation is recommended. %. rteavua tirom me moaer usea to revise ine iuv -year water surface etevatuonsf 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 R Critical Depth R Drawdowns ❑ Negative Floodway Surcharge: ❑ Floodway Surcharges Greater Than Maximum Allowed by Community /State R 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) If Hydraulic model used is HEC -2, has it been checked with FEMA'S CHECK -2 computer program? ❑ Yes R No (see Instructions for information on how to obtain CHECK -2) 1. Profile Transition 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 N/A within N/A (feet) Upstream End 20025 within -0.07 (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. r Downstream End N/A within N%A (feet) Upstream End 20025 within -0.06 (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 N/A ' within N/A (feet) Upstream End 20025 within -328 (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: R Stream Name R Community Name ❑ Corporate Limits labeled ❑ Study limits labeled ❑ Confluences labeled R Channel Stationing R Streambed profiled R Cross Sections labeled ® Horizontal /Vertical Scales indicated R 100 -year elevs profiled* ❑ Road Crossings R Labeled ❑ Low Chord Elevations ❑ Top of Road Elevations *All recurrence intervals in the effective study must also be profiled. Floodway Data Table Attach a Floodway Data Table for each cross section listed in the published Floodway Data table in the AS report. Floodway Data Table Attached R Yes ❑ Not Required SEE APPENDIX J - REVISED (PROPOSED) CONDITIONS FLAODWAY HEC -2 MODEL FEMA Form 81 -89C Explanation provided on attached printout ❑ a. Paae 2 of 2 III -4 Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas Attachment 4 -A Results Water surface elevations were determined by the slope -area method. Initially the model was started with a cross - section and a known water surface elevation from the Elm Fork r- of the Trinity River. Using the slope between the water surface elevations of the Elm Fork of the Trinity River and the first section of Denton Creek, the corrected effective model and the revised (proposed) conditions models were started without the section from the Elm Fork of the Trinity River and just with the section from Denton Creek. Critical depth only occurs on the 500 -year profile at cross - section 32200. This is a existing conditions which occurs in all models including the current effective model, and is not caused by the Windsor Estates and DeForest Court reclamation. Drawdowns occur in all models including the current effective model. Drawdowns at cross - sections 24700, 32200, and 32305 are carried out from current effective model to revised (proposed) conditions model. These drawdowns are not caused by the proposed project and are upstream of the project area. A drawdown that occurs at cross - section 28080 in the current effective and duplicate effective model is removed in the corrected r effective and revised (proposed) conditions model. With the corrected effective model extended downstream towards the confluence with the Elm Fork of the Trinity River, a drawdown of 0.01 occurs, and is carried out into the revised (proposed) conditions model (0.02). A minor drawdown of 0.01 also occurs at cross - section 20025 of the revised (proposed) conditions model. Water surface elevations higher than end points occurs in the corrected effective model at three location (7, 14, and 19647), but are less than 0.11 for the 100 -year flood profile. In the revised (proposed) conditions 100 -year profile, the water surface elevations are higher than the end points at four locations (9,10,11, and 19647). The difference is as much as 1.36 feet. However, this occurs on the left overbank side of Denton Creek in the area of the weir. Therefore, the higher water surface elevations in this area that are higher than the end points are ignored. This removes cross - sections 9 through 11, and leaves cross - section 19647 being higher than the end points. The difference at this cross - section is less than 0.05 feet. III -5 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. J You are not required to respond to this collection of Information unless a valid OMB Control Number is displayed in the upper right comer of this raic��u�.trr�•ucanuut .cam= r•[nurtmt•�urtx . Community Name: City of Coppell, Texas Flooding Source: Denton Creek Project Name /Identifier: Windsor Estates and DeForest Court This is a R Manual ❑ Digital submission. Digital map submissions may be used to update digital FIRMS (DFIRMs). For updating DFIRMs, these submissions must be coordinated with FEMA Headquarters as far in advance as possible. r 1. A topographic workmap must be submitted showing the following information (check N/A when not applicable): a. Revised approximate 100 -year floodplain boundaries (Zone A) .................... ..............................R Yes ❑ No ❑ N/A b. Revised detailed 100- and 500 -year floodplain boundaries . ........................ .............................. R Yes ❑ No ❑ N/A c. Revised floodway boundaries ................................................................. ..............................R Yes ❑ No ❑ N/A d. Location and alignment of all cross sections with stationing control indicated . ........................... R Yes ❑ No ❑ N/A e. Stream alignments, road alignments and dam alignments . ......................... ..............................R Yes ❑ No ❑ N/A f. Current community boundaries . ............................................................. ..............................R 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 .................................... ..............................R Yes ❑ No ❑ N/A h. Tie -ins between the effective and revised 100-, 500 -year and floodway boundaries ....................R Yes ❑ No ❑ N/A I. The requester's property boundaries and community easements ................. ..............................R Yes ❑ No ❑ N/A j. The signed certification of a registered professional en inear ...................... ..............................R Yes ❑ No ❑ N/A k. Location and description of reference marks ............. tOr' �'.A NMQ� .................................. ❑ Yes ® No ❑ N/A I. Vertical datum (example: NGVD, NAVD) ................................................. ..............................R Yes ❑ No ❑ N/A m. Coastal zone designations tie into adjacent areas not being revised ............. .............................. ❑ Yes ❑ No R N/A n. Location and alignment of all coastal transacts used to revise the coastal analyze ....................... ❑ Yes ❑ No R N/A o. V -zone has been delineated to extend landward to the heel of the primary frontal dune ............... ❑ Yes ❑ No R N/A I 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.)? March 1998 City of Coppell Topgraphic Maps and Feb. 1991 Trinity River Topographic Maps 3. What is the scale and contour interval of the following workmaps? Scale 1 "= 1000ft Revision Request Scale 1" =200 ft Contour Interval 2 ft Contour Interval 2 It 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 adiar•.ent to the area of revision for coastal studies. FIRM /FBFM attached? M Yes F1 No PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89D Riverine / Coastal Mapping Form MT -2 Form 5 Page 1 of 2 III -6 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 larea 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? (S lopes 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 N/A SEE ATTACHMENT 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 N/A SEE ATTACHMENT d. Can structures conceivably be constructed on the fill at any time in the future? / ❑ Yes C] No If Yes, attach certification of fill compaction (item 3c. above) by the community's NFIP re ms offiaa , a regis�ter professional engineer, or an accredited soils engineer in accordance with Subparagraph 65.5(a)(6) of the NFIP regulations. 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). Fill certification attached ❑ Yes ❑ No N/A SEE ATIACBMENT 1 4. Has fill been /will be placed in a V zone? ❑ Yes ® No FEMA Form 81 -89D Riverine /Coastal Mapping Form MT -2 Form 5 Page 2 of 2 III -7 r I Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas Attachment 5 -A Explanation The proposed project locations were not surveyed as part of this CLOMR submittal, therefore, FIS reference marks were not tied for this study. Note: The nearest reference mark (RM 196) is located at Denton Tap Road over Cottonwood Creek, and has been destroyed due to the reconstruction of Denton Tap Road. The proposed properties are not located in a coastal zone area. This is a CLOMR submittal, therefore, fill for the proposed projects has not been placed to date. Per the revised (proposed) conditions model, velocities in the overbank area next to the fill, will be less than 5 feet per second except for section 7. All of these areas will be protected by grass, weeds, or trees. At cross - section 7, rock riprap has been recommended due to velocities being above 7 feet per second in the overbank area. A soils report will be included in the Final Letter of Map Revision. ^ ^ III -8 r- r- r- r r- Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas Appendix A Figures and Maps I Figure 1: Location Map SCALE IN MILES - - -- - - -'� 0 1000 2000 3000 Vista Ridge 3 5 Mall Indian Croak Municipal Goff Course Fj VISTA RIDG DR - o° 553 G Sapp \O�E,pE LAKE VIS Q f RANKFORD RD W z ,a. pP1 PY YS 17 5 DEFOREST Fc� ADM LAKE VISTA COURT - - - - ,0 .Pp DEN DEN ON- COUNTY 35 � L DAL AS C TY ° v y , [A EgStPENI � FP NO �SHOPE —GS = WINDSOR O � l q S 9F F � - CES yP ESTATES N PHILL " �gtES1i1RE ErliW000 S � CRIBS m L K BEAU "' AM_ .__ CARROLLTON THOM ON n� H00 G JOHN � R y ON C � O Fµ�nca4 {Cre ek R 0UN $ NG ISON IREE NW _ PLUA LEE LAYTON m N m Vq .0 0 , J' P FF 9 5 COAT ICHE �' s v�NG ti PL 7 0 Mapsco, Inc. `h = KIRKLAN PARF ROU 6 o W GLEN CIO ` v, G LNG I flOCK LE z C E L PARKW Y BLVD K P BASIL x STWI 0 i _. m MARLE LOCKHAVEN ALENOALE s 14OODMOOR J OAK- 29 x , AU INOIAN ROCK CT ODMOOR yy � �S +y^z o LIGHT 00 1ak ide WE O �r -, T C HOM 00 Lee �� F�U � TRAIL AIN 99 � SANDY LAKE a LIE E FOU AIN = m — C — SAND �O 0 20 y 3 7 EAGLE Q Su RER R 9.°(E 9. RAVEN SWALLOW CO MAPLE - _ - ._ - --1 usun _ SPARROW Y o RTE w �/' A M E flOBIN < C O m L P E L i 232 Sandy Lake MHP . EASANT u EST o= RN T DINAL � GRAPEVIN CREEK z DALLAS 5 HAVE 5 REST ORIOLE flEDCEDAR WAY VI(( ?Aockirgar E A L Ef GLADE POINT -a FA( "� F L/kDBE ,�� VI Y DN L �� 'OFORD CIR v BBLEC EI( Mesh VIEW p 9 coppell i = Rivarchase m Country Chib KI14 Put FPypN ti U STONECPES C ON RK OLLT E9 1 F NP �,�Zg BETH S y 5 SCALE IN MILES - - -- - - -'� 0 1000 2000 3000 NATIONAL FLOOD INSURANCE PROGRAM FIRMA ROOD INSURANCE RATE MAP DALLAS COUNTY, TEXAS AND INCORPORATED AREAS PAWEL 155 OF 725 ISEE MAP INDEX FOR PANELS NOT PAINTED) Wkg co"UMIY NUMKR PAWL SUFFIX GVnlMltpi QM1 Of q� � � co.�tL� crry d .nro orr woos CRr p .v,� ed , IuLw court *, u.+Kw+�n.rto u¢wt w ow � MAP NUMBER 4M3CO155 J EFFECTIVE DATE: w PRELIMINARY "► MICHAEL BAKER, JR., IM JUL S 01999 Federal Emergency Management Agency I� la i1(�!11 APPROXIMATE SCALE IN FEET 1000 0 1000 LEGEND :�•r •- SPECIAL FLOOD HAZARD ARMS INUNDATED hr ,•' ie �:i; BY IWYEAR FLOOD ZONE A No bw An oletrrrdew dalmm W. t A! fare hood ekvadwu detamk+d. FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Area d S00 -year fSood; arras of 100 nr flood with werapt depdn d ku Nrn 1 foot or with drainage a eat leas than 1 agwe ml and arrm prntrtted by *Yeas from f00 -rear fad. OTHER AREAS ZONE X Area rfctermined to be rwtslde soa - .ear IloodpWn. •aiiiiiaasia waaaaa. ` REVISED FLOADWAY wwaamm REVISED 100 -YEAR FLOOD PLAIN REVISED 500 -YEAR FLOOD PLAIN FIGURE 2 REVISED FIRM FIGURE 3A Windsor Estates /Deforest Court CLOMR FOREST RS = 18440 Duplicate Effective Model .035 .055 0 Legend 4 480 5 � round • Bank Ste 470 460 z c 0 W m W 450 440 i { 430 i 2000 4000 6000 8000 1 T r- Station (ft) FIGURE 3A ,_,. -- —1 '"-'1 , 1 . 1 .71 " n ' 1 !"7 =1 =1 .71 ' 71 ,. _ r - 1 r -- 1 r - 1 . 1 FIGURE 3R Windsor Estates/Deforest Court CLOMR FOREST RS = 19330 Duplicate Effective Model t* .035 .035 - .055 Legend Ground 490 Bank Sta 480 470 z c 0 Vii 'm w 480 450 440 1 1 430 i 2000 4000 6000 8000 r Station (ft) 1 in Nnri> - 1nM e 1 in Von _ �n N FIGURE 3R 1 490 480 J x C 0 . ti m w Windsor Estates /Deforest Court CLOMR FOREST RS = 19930 Duplicate Effective Model .045 .h( - .055' 00 43 55 4000 6000 1 in Horiz. = 1000 ft 1 in Vert. = 10 Station 8000 Legend i Ground • Bank Sta FIGURE 3C inn rvn1. —cwn i II ..L. =wn FIGURE 3D Windsor Estates/Deforest Court CLOMR FOREST RS = 20980 Duplicate Effective Model .035 A .055 i 0 Legend 5 5 ' Ground • 490 Bank Sta 480 470 x c 0 m w 460 450 440 - 4301 I 1000 1200 1400 1600 1800 2000 2200 2400 2600 Station (ft) inn rvn1. —cwn i II ..L. =wn FIGURE 3D 0 1( .035 5 5 c 0 m u W Windsor Estates /Deforest Court CLOMR FOREST RS = 20990 Duplicate Effective Model Legend i Ground j Bank Sta 1 in Horiz. = 200 ft 1 in Vert. = 10 ft FIGURE 3E wuu Izuu iqw 1000 1600 2000 2200 2400 2600 Station (ft) Windsor Estates/Deforest Court CLOMR RVEXD4ST RS = 0 Corrected Effective Model .055 R o m w 9 500 1000 1500 2000 2500 3000 =300tt 1 in Vert. =bit Station (ft) Legend Ground i • Bank S ta FIGURE 4A 7m r7n r73 ro" rm -- 71 FimIRF 4R Windsor Estates/Deforest Court CLOMR RVEXD4ST RS 1 Corrected Effective Model .035 .045 - *.055� Legend 455- • L Bank Sta 450 445- yy 440- 435- 430 4261 500 1000 1500 2000 2500 3000 3500 Station (ft) ti 1 in onz. = 400 ft 1 in Vert. 5 ft 71 FimIRF 4R FIGURE 4C FIGURE 40 Windsor Estates/Deforest Court CLOMR RVEXD4ST RS = 2 Corrected Effective Model .035 A .045 .055 Legend 1 Ground 455 B a n k S 1 450 445 i 0 m W 440 435 430 425 1000 1200 1400 1600 1600 2000 2200 2400 2600 Station (ft) 1 in Horiz. = 200 it 1 in Vert. = 5 it FIGURE 40 '-1 -- I ^-I I I --I ' --I ;r---1 -I = - --I = �--1 - : Windsor Estates /Deforest Court CLOMR RVEXD4ST RS = 3 Corrected Effective Model .035 .045 --* .055 � Legend Ground • 455 Bank Sta I 450- 445 x c 0 ip J m i w 440 I 435 430-1 425 2000 2200 2400 2600 2800 3000 3200 3400 3600 " Station (ft) 1 in Horiz. = 200 it 1 in Vert _ = 5 ft FIGURE 4E Windsor Estates /Deforest Court CLOMR RVEXD4ST RS = 4 Corrected Effective Model .035 A .045 —*— .055 -- 8 Legend Ground 4.55 Bank Sta 4501 445 z c 0 _m w 4401, 435 l 4301 i 425 2000 2200 2400 2600 2800 3000 3200 3400 3600 Station (ft) 1 in Hodz. = 200 it 1 in Vert. = 5 ft FIM IRF AF I 455 I 450 445 r c 0 m w 440 - Windsor Estates /Deforest Court CLOMR RVEXD4ST RS = 5 Corrected Effective Model it .035 '" .045-1 — .055' F 1 X00 2200 2400 2600 =200 it tin Vert. =5ft 1 3000 3200 Station (it) 1 FIGURE 4G Windsor Estates/Deforest Court CLOMR RVEXD4ST RS = 6 Corrected Effective Model �- .035 AE .045 )!* .055- Legend Ground • I I Bank Ste 450 c 0 m m w 2200 2400 .. = 200 ft 1 in Vert. = 6 ft 2600 2800 3000 -- Station (ft) 3200 3400 3600 3800 1 FI(.IIOF Au FIGURE 41 Windsor Estates/Deforest Court CLOMR RVEXD4ST RS = 7 Corrected Effective Model .035 .045 .055 Legend Ground • 460 Bank Sta I 7 455 450 I i c 0 m m w 445 440 7 i T T I 435 430 2400 2600 2800 3000 3200 3400 3600 3800 4000 Station (ft) FIGURE 41 FIGURE 43 Windsor Estates/Deforest Court CLOMR RVEXD4ST AS = 9 Corrected Effective Model r .035 .045 -IE .055 Legend ! Grand I I 460 Bank Ste 455 } I 450 z c 0 m w 445 440- l i 435 430 2400 2600 2800 3000 3200 3400 3600 3800 4000 Station (ft) 1 in Horiz. = 200 ft 1 in V Art = 5 e FIGURE 43 - -- - --I FIGURE 4K 460 Windsor Estates /Deforest Court CLOMR RVEXD4ST RS = 11 Corrected Effective Model >� )!( .055 Legend Ground • Bank S ta r 0 'CO m W I in Hnri> - 9M e 1 in \ /nA - G N Station (k) FIR;IIRF aL m nonz. _ 3uu n i m vert. = 5 n FIGURE 4M Windsor Estates/Deforest Court CLOMR RVEXD4ST RS = 12 Corrected Effective Model .035 .035 )1� .055 —� Legend Ground • 4601 Bank Ste a 455 450 i i l � O I i0 m w 445 440 i � T a 43s 430 1500 2000 2500 3000 3500 4000 Station (ft) m nonz. _ 3uu n i m vert. = 5 n FIGURE 4M i in nonz. = auu n i in ven. = o n FIGURE 4N Windsor Estates /Deforest Court CLOMR RVEXD4ST RS = 13 Corrected Effective Model k — — -- — 035 — �k .035 .055 Legend Ground • 460 Bank Sta 455 { 450 z c 0 m m w 445 I 440 I 435 _ '.. i a 430 4000 4500 5000 5500 6000 6500 7000 Station (it) i in nonz. = auu n i in ven. = o n FIGURE 4N 460A , z c 0 m w Windsor Estates/Deforest Court CLOMR RVEXD4ST . RS = 14 Corrected Effective Model .035 At .035 A .055 � 4000 1 in Horiz. = 400 ft 1 in Vert. _ 4500 5500 Station (ft) .rrr 6500 e0 r Legend Ground • Bank Ste FIGURE 40 Windsor Estates/Deforest Court CLOW RVEXD4ST RS = 19647 Corrected Effective Model .035 .05; Legend Ground s Bank Ste Z C 0 m m W 440- 1 in Horiz. = 400 ft 1 in Vert. = Station (ft) VJVV FIGURE 4P 7 - 1 7. Windsor Estates/Deforest Court CLOMR RVEXD4ST Rc - i P770 narramad Effective Model r--I ,--I -_ I ' ' ' Legend Gr round • Bank Ste c 0 m n. Station = 800 tt 1 in Vert. = FIGURE 40 1000 2000 3000 n u c 0 m w Windsor Estates/Deforest Court CLOMR RVEXD4ST RS = 19930 Corrected Effective Model .045 *035^.j . 1 — . 055 00 43 55 Legend Ground • Bank Sts EFFECTIVE 2000 4000 5000 8000 1 in = 1000 ft 1 in Vert. = 10 ft Station (ft) FIGURE 4R Windsor Estates/Deforest Court CLOMR RVEXD4ST RS = 20025 Corrected Effective Model Legend Ground • Bank Sta N C 0 m w vo f 3000 4000 5000 W2 Station (ft) 7000 =0 H im van. =0n FIGURE 4S a 0 a m w . i----.035 0 5 5 Windsor Estates /Deforest Court CLOMR RVEXD4ST RS = 20980 Corrected Effective Model _ -- _ L egend Ground • Bank Sta 1000 1200 1400 1600 1800 2000 2200 2400 Station (it) = 200 ft 1 in Vert. = 10 ft 2600 FIGURE 4T in Honz. = 200 fl 1 in Vert. = 10 ft FIGURE 4U Windsor Estates /Deforest Court CLOMR RVEXD4ST RS = 20990 Corrected Effective Model ' — .035 — � .055 Legend, 5 5 j Ground 490 • Bank Sta � 480 I 470 s c 0 m w 460 450 440 430 1 1000 1200 1400 1600 1800 2000 2200 2400 2600 Station (ft) in Honz. = 200 fl 1 in Vert. = 10 ft FIGURE 4U .035 460 c O _N W vv"indsui r-z:itatesiuerorest Uourt CLUMR PRPSD4ST RS = 6 Revised (Proposed) Conditions Model .045 . 1. — . 015 ------ *00 00 4 4 Legend 5 Ground 0 Bank Sta J41ju s4uu 3600 3800 Station (ft) FIGURE 5A i ,— Windsor Estates /Deforest Court CLOMR PRPSD4ST RS = 7 Revised (Proposed) Conditions Model -- -- — -- .035 -- — - -- )�<- .045 .015 >.04� 00 44 5 460 F- c 0 cu 0 w Legend Ground Bank Sta 1 in Horiz. = 200 ft 1 in Vert. = 5 ft FIGURE 5B 2400 2600 2800 3000 3200 3400 3600 3800 4000 Station (ft) Windsor Estates /Deforest Court CLOMR PRPSD4ST RS = 9 Revised (Proposed) Conditions Model .035 '" .045 - * — .045 � Legend Ground 460 Bank Sta r c 0 a� w n Horiz. = 200 ft 1 in Vert. = 5 ft FIGURE 5C 2400 2600 2800 3000 3200 3400 3600 3800 4000 Station (ft) i i 1 i I i I i 1 I it Windsor Estates /Deforest Court CLOMR PRPSD4ST RS = 10 Revised (Proposed) Conditions Model .035 .045 -->�- .045 --� c 0 cu W 2200 2400 2600 2800 3000 3200 3400 3600 Station (ft) 1 in Horiz. = 200 ft 1 in Vert. = 5 ft 3800 Legend Ground 0 Bank Sta FE FIGURE 5D M 1 f i f i F I a I a I I aindsd, 4tateJ, -Jores4 ,-ubrt CivivR drtr5D4S L— I RS = 11 Revised (Proposed) Conditions Model I .035 .045 - -J , (— .035 — �rou Bank Sta L F- c 0 cu w 4 4, 4; 430- I - -T- -- - 2200 2400 1 in Horiz. = 200 ft 1 in Vert. = 5 ft T CORRECTED EFFECTIVE 2600 2800 3000 3200 3400 —T — T 0 -- 3600 3800 Station (ft) FIGURE 5E ,--J 1 1 I a — I d-- I r — I 11�-1 . -1 Windsor Estates /Deforest Court CLOMR PRPSD4ST RS = 12 Revised (Proposed) Conditions Model .035 .035 — 0 1 L egen d 5 460- . 455 450 C O w 445 440 435 430 2000 2500 I 1 � / CORRECTED EFFECTIVE 3000 3500 Station (ft) 4000 Ground Bank Sta 1 in Horiz. = 300 ft 1 in Vert. = 5 ft FIGURE 5F Windsor Estates /Deforest Court CLOMR PRPSD4ST RS = 13 Revised (Proposed) Conditions Model Legend ■ Ground j Bank Sta 0 W 4500 5000 5500 CORRECTED EFFECTIVE 6000 6500 Station (ft) 7000 7500 1 in Horiz. = 400 ft 1 in Vert. = 5 ft FIGURE 5G Windsor Estates /Deforest Court CLOMR PRPSD4Sl RS = 19770 Revised (Proposed) Conditions Model Legend j - -I Ground 0 Bank Sta c 0 W CORRECTED EFFECTIVE 7000 Station (ft) 1 in Horiz. = 800 ft 1 in Vert. = 6 tt 430 - 1000 2000 3000 4000 5000 6000 m 4 N c 0 a� W �j I 2000 4000 6000 Station (ft) 8000 Legend Ground a Bank Sta Windsor Estates /Deforest Court CLOMR PRPSD4ST RS = 19930 Revised (Proposed) Conditions Model .045 .�.04� 0 00 435 5 55 J CORRECTED EFFECTIVE 1 in Horiz. = 1000 ft 1 in Vert. = 10 ft FIGURE 51 1 1 ,r r J FEIw'i nO�MT AP &Y 70. 7•ff - - ?N�; FIRM IMIEL imIWIRr IAFFNO71 IwTE LOCATION IIM�'� LEGEND ER Fi!/1 >f00 -tN FL Om WAIN FROM - �wx � ..... - JIL !0. 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' / `�\ ' f '' a�.> L�` l t �+�- <.ws 1 2 , 4 S l r _ ,� i T � �� tsar � TPONY'MM 00i WHIM` Ls k ill VWD T- 3 q ou if 44%, N I.. � �: 1 -4. v �} ~' �% i y S �( f� � �% , �' ��\ ja 3: — �.� �' ` Y ✓ • <'� s Y;\ \` .«,.r � � //, ��,�' `�"" Imo"' ��.�,� \`��5, \ 413.1 C3 1t T ��. 71 �� ,� ' J asS.F 0 - r � I\ - \\ \. \`!(\ .«u �_.\ �' - ; .� _ � � DAL OUNTY U!, 2 2 21� Ax�� 4 ). �� t t � i ! � "� 23 25 i9 \ (4' B7' '`26 , / \ /� : ��-""l ? `�''£0 C' ?r , Lnr11tS �`''* \ � ) ,,,�(,�. 2N I 2 AL z M 0411.ft AEMINUMIM 3mosoalm 20 Flo I � .4d.f . s \ \` �1� t \ Z3 yAll" FiGURE 7 0 L LETTER OF MAP REVOON REVtSED (PROPOSED) OONDnIONS WE PLAN k _/ ESTATES I DEFOREST CCKJFrT COPPELL OPTIMUM ASSETS, LLC. 0 CfTY OF COPPELL, TEXAS L- Halff Associ ates sr 11�110 AM &VAN rcn sma � srs a®�e a `�, a�s\s�� mo � t s�r�mmaw_v s � va��a -�' � / ��"� :�'`< � � . �' � '� � � .�- - 'y�° f i% s� 1M� of DAUM Lids IIIIIIIINIVIIIIII AM WAM WLWr f Ar= rya....:.. - i - _-e-a��:�I , r yi.y'� ..� Ii►r� � � E�� ,: ►� �m �;`._�. �. ,� �� ._, . -. oo ©o m ©�� L - ND EUE IAL A11000 KAW cm mon smor mon m MOVIES zzmajum MOMS UNDOES 9031p WA=MMP COMEX23105 MET g RM91 w"Im x 7 Falls OIr > Z, l e,7 SECTION 9 SECTON I v so (2010401MONS Ififf TEND 00 no T FM w Im - - - - - - - - - MORIN Im focus= s I DUNA") lft%lm LOUTION 1 f ft 4V ILI e g000fs mom of SKI 3 WLff R.Ow TO a �(t <sca t � ! t .,�j'�: 6 3 �"^•. � >«ata r5.^ h t .. : 3 �.` _ 9 +a.0 •"NIT■ WM OVIM DAUM GUN jl Z SECTION _ _ _ CIAIS Raw EMANQUINT Pwdkt"A_ E3 SMATM a, _.. �z kry V SECTION W It" 77 4 s \-n +asp ''!:" S." ki i 1 ,"\, \ \ �C'':` �, U �., \ I-Pt 117 r 1 16- J I AND" 3 = Yx 77 .2 ........ . . � ?T ? 31.kCi} T:, x ,# J �� f ' ( c i c 3 A �N Ull- N rIS7 N' 1 4 5 r, ST 17 1 3 ILI 7v 00 11010CE lm�LUML AA�WID 4 ' ♦T� I GRA E it' � �, — M. 51 j 7 9 9 k SECTION 7- 21' Z A Lj J \ 6 . 4 , p 4 rLow"y "m JMY 30. 9" UMHUNARY1 APPMKINkTI LOCATION FIQU R E 8 CONDITIONAL LETTER OF MAP REVISION R—CODWAY WE PLAN WINDSOR ESTATES / DEFOREST COUF COPPELL OPTIMUM ASSETS, LI—C. Z\ CITY OF COPPELL, TEXAS Halff Associates omcwmm. goem". =24 all"mm LK— ORIIrM OAfi fCMi MOM MAN Nk O - 111L C .� �. ry AI C) i l % s v fI ■ yyyy {//y_ � „I f� e I t S A F � { f q x d Y e T Y + <a• Fw k £ M1 rvJ }.. Y5� .R' f. HF'.s.. 2i C) i l % Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas Appendix B LOMR Letters Cambridge Manor - Case # 95- 06 -019P DeForest Service Center - Case # 97- 06 -503P jy Federal Emergency Management Agency Washington, D.C. 20472 CERTIFIED MAIL RETURN RECEIPT REQUESTED The Honorable Tom Morton Mayor, City of Coppell P.O. Box 478 Coppell, Texas 75019 -0478 Dear Mayor Morton: IN REPLY REFER TO: Case No.: 95- 06 -019P Community: City of Coppell, Texas Community No.: 480170 Panel Affected: 0010 E Effective Date of This Revision: 102 -D MAR 2 91995 This is in response to a request for a revision to the effective Flood Insurance Study (FIS) and National Flood Insurance Program (NFIP) map for your community. Specifically, this responds to a request dated September 29, 1994, from Mr. William A. Anderson, P.E., Dowdy, Anderson and Associates, Inc., regarding the effective Flood Insurance Rate Map (FIRM) for the City of Coppell, Texas. Mr. Anderson requested that we revise the effective FIRM to show the effects of placement of fill along Denton Creek from approximately 1,780 feet downstream of McArthur Boulevard to approximately 2,540 feet downstream of McArthur Boulevard. None of the fill was placed in the effective floodway. This request follows up on a Conditional Letter of Map Revision, which was issued on April 19, 1994. All data required to complete our review were submitted with Mr. Anderson's September 29 request and a letter dated February 9, 1995, from Ms. Teri D. Jones, Dowdy, Anderson and Associates, Inc. All fees necessary to process this Letter of Map Revision (LOMR), a total of $1,530, have been received. We have completed our review of the submitted data and the flood data shown on the effective FIRM and have revised the FIRM to modify the floodplain boundary delineations of a flood having a 1- percent probability of being equaled or exceeded in any given year (base flood) along Denton Creek from approximately 1,780 feet downstream of McArthur Boulevard, to approximately 2,540 feet downstream of McArthur Boulevard. Due to the placement of fill, the Special Flood Hazard Area has decreased for the entire revised reach, with the maximum decrease of 900 feet occurring approximately 2,540 feet downstream of McArthur Boulevard. The modification is shown on the enclosed annotated copy of FIRM Panel 0010 E for the City of Coppell, Texas. This LOMR hereby revises this panel of the effective FIRM dated April 15, 1994. The revisions are effective as of the date of this letter; however, a review of the determination made by this LOMR and any requests to alter this determination should be made within 30 days. Any request to alter the determination must be based on scientific or technical data. Due to present funding constraints, the Federal Emergency Management Agency (FEMA) must limit the number of physical map revisions processed. Consequently, we will not republish the FIRM for your community to reflect the determination of this LOMR at this time. However, when changes to FIRM Panel 0010 E for your community warrant a physical revision and republication in the future, the determination in this LOMR will be incorporated at that time. 2 l J Vb r"s. 4e This response to Mr. Anderson's request is based on minimum floodplain management criteria established under the NFIP. Your community is responsible for approving all proposed floodplain developments, including this request, and for ensuring that necessary permits required by Federal or State law have been received. With knowledge of local conditions and in the interest of safety, State and community officials may set higher standards for construction, or may limit development in floodplain areas. if the State of Texas or your community has adopted more restrictive or comprehensive floodplain management criteria, these criteria take precedence. Because this LOMR will not be printed and distributed to primary users, such as local insurance agents and mortgage lenders, your community will serve as a repository for these new data. We encourage you to disseminate the information reflected by this LOMR throughout the community, so that interested persons, such as property owners, local insurance agents, and mortgage lenders, may benefit from the information. We also encourage you to prepare an article for publication in your community's local newspaper. This article should describe the changes that have been made and the assistance that officials of your community will give to interested persons by providing these data and interpreting the NFIP maps. The map panel as listed above and as revised by this letter will be used for all flood insurance policies and renewals issued for your community. This determination has been made pursuant to Section 206 of the Flood Disaster Protection Act of 1973 (Public Law 93 -234) and is in accordance with the National Flood Insurance Act of 1968, as amended (Title XIII of the Housing and Urban Development Act of 1968, Public Law 90 -448), 42 U.S.C. 40014128, and 44 CFR Part 65. Pursuant to Section 1361 of the National Flood Insurance Act of 1968, as amended, communities participating in the NFIP are required to adopt and enforce floodplain management regulations that meet or exceed NFIP criteria. These criteria are the minimum requirements and do not supersede any State or local requirements of a more stringent nature. This includes adoption of the effective FIRM and FIS report to which the regulations apply and the modifications made by this LOMR. If you have any questions regarding floodplain management regulations for your community or the NFIP in general, please contact the Consultation Coordination Officer (CCO) for your community. Information on the CCO for your community may be obtained by contacting the Director, Mitigation Division of FEMA in Denton, Texas, at (817) 898 -5127. If you have any technical questions regarding this LOMR, please contact Mr. Alan Johnson of our staff in Washington, DC, either by telephone at (202) 646 -3403 or by facsimile at (202) 646 -4596. Sincerely, Q 3 - 7 Michael K. Buckley, P.E., Chief Hazard Identification Branch Mitigation Directorate Enclosure cc: Mr. William A. Anderson, P.E. Dowdy, Anderson and Associates, Inc. Mr. Kenneth M. Griffin, P.E. Assistant City Manager /City Engineer City of Coppell bee: State Coordinator Regional Director R6 -M1 Originator MT -H: MT -HZ -ID Chron MT -H: LOMC Distribution Service MBJ Case File /DPP /JGB /EIS MBJ Project File MBJ LOMC File MBJ Future File/KLH Concurrences: MT -HZ -ID De Coca r� 7� MT -HZ -ID Johnson MT -HZ -ID Mohr THIS AREA PROTECTED FROM THE 100 -YEAR FLOOD KEY TO NUMBERED BY LEVEE, DIKE, OR OTHER STRUCTURES SUBJECT STREETS TO FAILURE OR OVERTOPPING DURING LARGER FLOODS. \ 1 CAMBRIDGE MANOR LANE \ 2 PRINCE EDWARD LANE {-''- 3 KINGS CANYON COURT M 4 CASTLE CREEK DRIVE °4 t DENTON COUNTY DALLAS COUNTY ZONE AE APPROMMMESCALE �� 0 iCOO FEET 4 ® NATIONAL FL001 INSNIANCE F1011AN N 3 KE y9� i' FIRM � � 9pp P a 20NOA 's FLOOD INSURANCE RATE MAP ZONE X DE FOREST XROAD and a� l� P - -+ STREET INDE RAIMRE I DRIVE( \ \\ DRIVE 1 1 CIACLE L_— I��I �� l CITY OF _ CHEIVE SHIRE DRIVE —�� COFFEE(., r' —`� - 9 0 TEXAS ` PLACE 9 0 DALLAS AND DEMON COUNTIES o ONLY PANEL PRINTED ,!\ 454 ZONE K 9; o 'ARKVIEW LANE - __ OVA �ZONE 0 , 449 d�I.T�... 10 _ X \ J REVISED AREA COMMUNITY PANEL NUMSEN aq kR W 4801700010E �. MAP REVISED: APRIL 15,1994 a� PARKWAY BOULEVARp ZONF A E �lll II Federal Eme7e+rY Mw6emen+ AS-" Federal Emergency Management Agency CERTIFIED MAIL RETURN RECEIPT REQUESTED The Honorable Candy Sheehan Mayor, City of Coppell 255 Parkway Boulevard Coppell, Texas 75019 Dear Mayor Sheehan: Washington, D.C. 20472 IN REPLY REFER TO: Case No.: 97 -06 -503P !!�! 2 8 Community: City of Coppell, Texas Community No.: 480170 Panel Affected: 0010 E Effective Date of This Revision: JUL2 31997 102 -I -A -C This responds to a request that the Federal Emergency Management Agency (FEMA) revise the effective Flood Insurance Rate Map (FIRM) and Flood Insurance Study (FI S) report for your community in accordance with Part 65 of the National Flood Insurance Program (NFIP) regulations. In a letter dated May 6, 1997, Ms. Sabine Borgnet- Harris, Halff Associates, Inc., requested that FEMA revise the FIRM and FIS report to show the effects of corrections to the effective hydraulic analysis and effective FIRM and FIS report along Denton Creek from just downstream of the convergence to approximately 1,450 feet upstream of the divergence of Old Denton Creek and along Old Denton Creek from its convergence with to its divergence from Denton Creek. The corrections made as part of this revision are listed below. • The effective hydraulic analysis shows Denton Creek and Old Denton Creek share a common floodplain. This study is incorrect because high ground separates Denton Creek from Old Denton Creek so that each stream has its own floodplain. As part of this revision, the effective hydraulic analysis was separated so that each stream has its own hydraulic analysis. • The effective floodway analyses for Denton Creek and Old Denton Creek showed floodway topwidths that were greater than the topwidths of the floodplain of the flood having a 1- percent chance of being equaled or exceeded in any given year (base flood). The topwidths were corrected as part of this revision. • The effective floodway analysis for Old Denton Creek showed floodway topwidths that did not match those shown on the effective FIRM. These discrepancies were corrected. • The cross - sectional distances shown in the effective hydraulic analyses along the revised reach for both Denton Creek and Old Denton Creek did not match the distance shown on the effective FIRM and Flood Profile panels 08P, 09P, and I 1 P. These discrepancies were corrected. • The configuration of Denton Creek and Old Denton Creek in the effective hydraulic analysis did not match the configuration shown on the effective FIRM. Minor changes were made to the geometry at Cross Sections 23800, 24400, and 24700 to correct this discrepancy. All data required to complete our review of this request were submitted with letters from Ms. Harris. Because this Letter of Map Revision (LOMB) is being issued to correct a mapping or study analysis error, fees were not assessed for the review. 9 D] We have completed our review of the submitted data and the flood data shown on the effective FIRM and FIS report. We have revised the FIRM and FIS report to modify the elevations and the floodplain and floodway boundary delineations of the base flood along Denton Creek from just downstream of the convergence to approximately 1,450 feet upstream of the divergence of Old Denton Creek and along Old Denton Creek from its convergence with to its divergence from Denton Creek. As a result of the modifications, the base flood elevations (BFEs) along Denton Creek increased and decreased compared to the effective BFEs; the width of the Special Flood Hazard Area (SFHA), the area that would be inundated by the base flood, decreased compared to the effective SFHA width; and the width of the regulatory floodway increased and decreased compared to the effective floodway width. In addition, the BFEs along Old Denton Creek increased and decreased compared to the effective BFEs; and the SFHA width decreased compared to the effective SFHA width. All affected property owners were notified of the changes in BFE, SFHA width, and floodway width in a public notice published in the Citizen's Advocate on February 14 and February 21, 1997. The modifications are shown on the enclosed annotated copy of FIRM Panel(s) 0010 E, Profile Panel(s) 08P, 09P, and I1 P, and affected portions of the Summary of Discharges Table and Floodway Data Table. This LOMR hereby revises the above - referenced panel(s) of the effective FIRM and the affected portions of the FIS report, both dated April 15, 1994. The modifications are effective as of the date shown above. The map panel(s) as listed above and as modified by this letter will be used for all flood insurance policies and renewals issued for your community. The changes in BFEs, when rounded to a whole foot, are equal to zero; therefore, we will not republish the BFEs. A review of the determination made by this LOMR and any requests to alter this determination should be made within 30 days. Any request to alter the determination must be based on scientific or technical data. Because this LOMB will not be printed and distributed to primary users, such as local insurance agents and mortgage lenders, your community will serve as a repository for these new data. We encourage you to disseminate the information reflected by this LOMR throughout the community, so that interested persons, such as property owners, local insurance agents, and mortgage lenders, may benefit from the information. We also encourage you to prepare a related article for publication in your community's local newspaper. This article should describe the assistance that officials of your community will give to interested persons by providing these data and interpreting the NFIP maps. We will not physically revise and republish the FIRM and FIS report for your community to reflect the modifications made by this LOMR at this time. When changes to the previously cited FIRM panel(s) and FIS report warrant physical revision and republication in the future, we will incorporate the modifications made by this LOMB at that time. The floodway is provided to your community as a tool to regulate floodplain development. Therefore, the floodway modifications described in this LOMR, while acceptable to FEMA, must also be acceptable to your community and adopted by appropriate community action, as specified in Paragraph 60.3(d) of the NFIP regulations. This LOMB is based on minimum floodplain management criteria established under the NFIP. Your community is responsible for approving all floodplain development, and for ensuring all necessary permits required by Federal or State law have been received. State, county, and community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction in the SFHA. If the State, county, or community has adopted more restrictive or comprehensive floodplain management criteria, these criteria take precedence over the minimum NFIP criteria. This determination has been made pursuant to Section 206 of the Flood Disaster Protection Act of 1973 (Public Law 93 -234) and is in accordance with the National Flood Insurance Act of 1968, as amended (Title XIII of the Housing and Urban Development Act of 1968, Public Law 90-448), 42 U.S.C. 4001 -4128, and 44 CFR Part 65. Pursuant to Section 1361 of the National Flood Insurance Act of 1968, as amended, communities participating in the NFIP are required to adopt and enforce floodplain management regulations that meet or exceed minimum NFIP criteria. These criteria are the minimum and do not supersede any State or local requirements of a more stringent nature. This includes adoption of the effective FIRM to which the regulations apply and the modifications described in this LOMR. Our records show that your community has met this requirement. A Consultation Coordination Officer (CCO) has been designated to assist your community. The CCO will be the primary liaison between your community and FEMA. For information regarding your CCO, please contact: Mr. James LeGrotte Director, Mitigation Division Federal Emergency Management Agency, Region VI Federal Regional Center, Room 206 800 North Loop 288 Denton, Texas 76201 -3698 (817) 898 -5127 If you have any questions regarding floodplain management regulations for your community or the NFIP in general, please contact the CCO for your community at the telephone number cited above. If you have any technical questions regarding this LOMR, please contact Mr. Alan Johnson of our staff in Washington, DC, either by telephone at (202) 646 -3403 or by facsimile at (202) 646 -4596. Sincerely, re eric ar cks, r., Chief Hazard Identification Branch Mitigation Directorate Enclosure(s) cc: Mr. Kenneth M. Griffin, P.E. Director of Public Works City of Coppell u 3 ;�'1�7 Ms. Sabine Borgnet- Harris Halff Associates. Inc. I IS LEVCt' u1KE'On i ERS IHU T RES S�BJECT , TO FAILURE OR OVERTOPPING DURING LARGER' FLOODS. ZO ZONEAE OZONE X KE'. ...- IUML�.,.� STREETS { 1 CAMBRIDGE MANOR LANE ,. I L ZONE X 2 PRINCE EDWARD LANE JUL G d 19 - 3 KINGS CANYON COURT i ,1 4 CASTLE CREEK DRIVE DENTON COUNTY DALLAS COUNTY THIS AREA WAS REVISED BY LOMR DATED MARCH 29,1995 1 \ APPROXIMATE SCALE P 1000 0 1000F Old Denton a Creek 1 NAT11111L FU /11 INSNIANCE IIICIAN I REVISED AREA i X11 == MAP LEGEND rA Revised Floodway ® Revised 100 -Year Floodplain Revised 500 -Year Floodplain Q ZONE X - cleu DE FOR ROAD FIRM BRACEBRIDGE 1 FLOOD INSURANCE RATE MAP AINTRE DRIVE ah and C CIRCLE Jl- -- __t __ �� STREET INDEX CHE 2 DflIV IVE L77Y OF 0 `CRPALAF E 9 9 COPPELL, L ` F �9 go � TEXAS " DALLAS AND DENTON COUNTIES REVISED TO P REFLECT LON -- k/ P ggK R : DATED z ,I w COMMUNITY-PANEL NUMIER 410170 0010 E _P ARKWAY So EV_ qRD / MAP REVISED. —' APRIL 15, 1994 ZONE II '\ :'•A' Federal Fioegeeq hllmq mt Aemq F-1 I TABLE 1 - SUMMARY OF DISCHARGES - continued FLOODING SOURCE DRAINAGE AREA 7,300 PEAK DISCHARGES (cfs) 5.69 AND LOCATION (so. miles) 10 -YEAR 50 -YEAR 100 -YEAR 500 -YEAR DENTON CREEK 5,700 7,300 3.64 3,600 5,000 5,600 At confluence with Elm Fork of Trinity River 24.23' 10,600 15,500 17,800 36,200' Below Cottonwood Branch 19.45' 13,300 18,900 21,300 36,200' Above Cottonwood Branch 12.52' 9,400 13,200 14,900 36,200' At State Route 121 10.30' 10,000 13,800 15,600 36,200' OLD DENTON CREEK At convergence with Denton Creek COTTONWOOD BRANCH At confluence with Denton Creek At Sandy Lake Road At State Road At Bethel Road REVISED DATA 6.93 4,500 6,400 7,300 9,400 5.69 4,200 5,900 6,700 8,600 4.69 3,600 5,100 5,700 7,300 3.64 3,600 5,000 5,600 7,100 *Data not available 'Drainage area below Grapevine Lake 'Discharge for Denton Creek below Grapevine Dam controlled outflows from .. M. The decrease in peak discharge with an increase in drainage area for some streams is due to watershed shape and /or overbank storage effects. 3.2 Hydraulic Analyses Analyses of the hydraulic characteristics of flooding from the sources studied were carried out to provide estimates of the elevations of floods of the selected recurrence intervals. Cross sections were obtained from Texas State Highway Department bridge plans, field surveys, and studies prepared by Albert H. Halff and Associates, Inc., URS Engineers, Nathan D. Maier and Associates, Inc., Freeze and Nichols, and Caffey and Morrison, Inc. Locations of selected cross sections used in the hydraulic analyses are shown on the Flood Profiles (Exhibit 1). For stream segments for which a floodway was computed (Section 4.2), selecRM E D 9 pLL.. REFLECT nn :w. TO LUDMIR -0 DATA FLOODING SOURCE FLOODWAY BASE FLOOD WATER SURFACE ELEVATION CROSS SECTION DISTANCE WIDTH (FEET) S ARE,A ION (SQUARE FEET ) VELOCITY (FEET PER SECOND) REGULATORY WITHOUT WITH FLOODWAY FLOODWAY INCREASE (FEET NGVD) Denton Creek A B C D E F 21.140 22,700 25 329 263 571 1,134 931 499 5.316 3 182 3.9 5.2 452.4 452.7 452.4 452.7 453.4 453.6 1.0 0.9 0.7 0.7 0.8 REVIS 3,677 8,383 7,271 3,526 5.8 2.5 2.1 2.9 454.7 456.3 466.7 468.8 454.7 456.3 466.7 468.8 455. 457.0 467.4 469.6 29,280 36,866 39,200 Old Denton Creek A 0.9 900 95 1,075 3.7 452.9 452.9 453.8 Cottonwood Branch A B C D 3,850 6,710 11,335` 14,705 356 587 270 223 1,780 2,554 2,156 1,411 4.1 2.9 3.1 4.0 463.7 470.1 487.4 495.1 463.7 470.1 487.4 495.1 464.5 471.1 488.1 495.8 0.8 1.0 0.7 0.7 'Feet above confluence with Elm Fork of Trinity River REVISED TQ 'Feet above conv:rgence with Denton Creek *Data not available REFLE T 1OMR W FEDERAL EMERGENCY MANAGEMENT AGENCY FLOODWAY DATA DATED� r- CITY OF COPPELL, TX -'. M N (DALLAS & DENTON COS.) DENTON CREEK - OLD DENTON CREEK - COTTONWOOD BRANCH -0 DATA r,/ 8 CD 461 Z w W W LL 2 O H > 450 W J W 410 43C T II 1 : I I �f I j l l 1� .i, I� 1 '' i — _ -L ---- 11 -I..:. 11 t I I I ) L1 I :. :..I . I 1 1 11 I I I 1 1 -1 ___ _I O 5 10 15 20 25 30 35 I � ; I I , 1 ( 1 1 I I , ! , ; I ' as r I I � .. lilt REVISED REACH 1 V Ir I II! I I i li O U cr I Z I' I i' I 1 , fi I:'I 1 I I ;i;';j m! _ 1 i j I I Z U 0o ; wo �I U I li! I:iljl II li f :;rll i 1 I(I !II ,I 1 I I II i I I f j II I •j I' ll i !j, �� ,I 1 .ill li i , ii I 1 gill II{ „�1 I�i Ili I �'�IIi lip ?j I 1;r� I � =1 1 4 ;j�{ j1 ;�!►1 i l ,l : ' 4 4 ' 1 ;�� II ,ii 1 i V t , ,II , I I, ; II , I I ,- , I I a 11 , li; l i.il l i l "• Ill t f I t 1 I 1 i 1 1 li 1 i � i it LA I,ii l ; II 1 : I I �f I j l l 1� .i, I� 1 '' i — _ -L ---- 11 -I..:. 11 t I I I ) L1 I :. :..I . I 1 1 11 I I I 1 1 -1 ___ _I O 5 10 15 20 25 30 35 I � ; I I , 1 ( 1 1 I I 1 I � r I I � .. lilt REVISED REACH l i � j 1 I I I :;rll !II ,I I II i I I f iljt II : . I ii I 1 gill II{ „�1 I�i Ili I �'�IIi lip I I : ' 4 4 ' 1 i V t , ,II , I I, ; II , I I ,- , I I STREAM DISTANCE IN HUNDREDS OF FEET A03VE CONVERGENCE WITH DENTON CREEK LEGEND 500 - YEAR FLOOD 100 - YEAR FLOOD 50 -YEAR FLOOD 10 - YEAR FLOOD STREAM BED CROSS SECTION LOCATION w 11= Y w to W J V cc O C W o a C3 J O Z w x_ r F- vi W � Z a W F C . ao u V Z w if. a O H w w�a � ~ O w 0 LL 11P I I I I I 1 : . I ii I 1 : ' 4 4 ' t , LEGEND 500 - YEAR FLOOD 100 - YEAR FLOOD 50 -YEAR FLOOD 10 - YEAR FLOOD STREAM BED CROSS SECTION LOCATION w 11= Y w to W J V cc O C W o a C3 J O Z w x_ r F- vi W � Z a W F C . ao u V Z w if. a O H w w�a � ~ O w 0 LL 11P Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas r Appendix C FIS Current Effective Multi - Profile HEC -2 Model (From DeForest Service Center LOMR) r r i ##*!**!!**#**!!!!***! t! t! # # * # #ttt! *tt # # *!! #t * *t *t *!!!* * WATER SURFACE PROFILES * VERSION OF NOVEMBER 1976 * UPDATED MAY 1984 * IBM -PC -IT VERSION AUGUST 1985 * RUN DATE 10 -18 -93 TIME 18:29:06 i r { t 1 10 -18 -93 18:29:06 3 X X IXXXIXY XXXXX XXXXX X X X X X X I X I I X I XXXXIXX XXXX X XXXXX XXXXX X X X X X I X X X I X X X XXXXXXX XXXXX XXXXXXX ##***!! *! * #! t * * * * * * * * #!!! # # * * * *! * * #t ## * O.S. ARMY CORPS OF ENGINEERS * THE HYDROLOGIC ENGINEERING CENTER * 609 SECDED STREET, SUITE D * DAVIS, CALIFORNIA 95616 * (916) 440. -2105 (FTS) 448 -2105 PAGE 1 1 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50 INN -PC-IT VERSION AUGUST 1985 ^ C T1 DENTON CREEK - PROPOSED CONDITION (EXISTING RUNOFF) iT2 DENTON CREEK - 10 YR DISCHARGE PROFILE T3 DENTON CREEK - TEXAS FILE: 920630PR.DAT J1 ICNECK INQ NINLP IDIR STRT METRIC HVINS 0. 2. 0. 0. .000000 .00 .0 ^ J2 NPROF IPLOT PRFVS XSECV XSECH FN mix 1.000 .000 -1.000 .000 .000 .000 .000 - J3 VARIABLE CODES FOR SUMMARY PRINTOUT THIS RUN EXECUTED 10 -18 -93 Q WSEL FQ 0. 449.700 .000 IBW CHNIN ITRACE .000 .000 .ODD 38.000 1.000 43.000 39.000 26.000 4.000 21.000 22.000 42.000 53.000 54.000 .000 ODD .000 .000 .000 .000 .000 .000 ODD r NC .035 .055 .045 QT 4.000 12800.000 18200.000 FENA CROSS SE noff X1 18440.000 33.000 .5480.000 X3 .000 .000 .000 GR 460.000 1000.000 448.000 GR 440.000 2330.000 440.000 GR 450.000 5350.000 451.000 GR 434.000 5535.000 431.400 GR 450.000 5700.000 450.000 GR 450.000 6500.000 448.000 GR 454.000 7100.000 460.000 NC .035 .055 .035 X1 19330.000 65.000 5551.800 13 .000 .000 .000 GR 454.000 1000.000 450.000 GR 446.000 2410.000 445.000 GR 445.000 2710.000 445.000 GR 446.000 2970.000 446.000 GR 446.700 3250.000 447.000 GR 447.000 '3650.000 446.000 GR 446.000 4080.000 446.000 GR 447.000 4740.000 447.000 1 10 -18 -93 18:29:06 GR 448.000 5490.000 448.000 GR 448.000 5860.000 445.000 GR 453.000 5965.000 453.000 GR 450.000 6800.000 450.000 GR 452.000 6942.000 454.000 NR 5.000 .045 5704.000 NE 7350.000 .000 .000 X1 19930.000 55.000 5704.000 13 .000 .000 .000 GR 454.300 1000.000 450.000 GR 448.000 1220.000 448.000 GR 449.000 1530.000 447.200 GR 447.000 2540.000 447.000 GR 445.000 3370.000 446.000 GR 447.000 4090.000 448.000 GR 448.500 5130.000 448.500 GR 432.000 5770.000 432.000 GR 437.000 6110.000 432.000 GR 452.000 6440.000 451.000 GR 450.000 6920.000 451.000 NC .055 .055 .035 X1 20980.000 20.000 1040.000 r .100 20600.000 5585.000 3750.000 1300.000 2500.000 5460.000 5545.000 5850.000 6508.000 7440.000 .100 5965.000 4000.000 1050.000 2450.000 2860.000 3020.000 3350.000 3710.000 4160.000 4800.000 5551.800 5870.000 5975.000 6840.000 6980.000 .035 .000 6190.000 5208.000 1040.000 1320.000 1900.000 3070.000 3380.000 4150.000 5400.000 5930.000 6130.000 6550.000 7030.000 .100 1413.000 .300 36200.000 10000.000 470.000 448.000 445.000 449.000 431.400 448.000 448.000 476.000 .300 650.000 470.000 448.000 443.000 444.000 445.000 447.000 446.000 446.000 447.300 431.700 440.000 452.000 449.000 455.000 5996.000 .000 800.000 470.000 448.000 449.000 447.000 446.300 447.000 448.500 448.500 448.500 437.000 450.000 452.000 .300 870.000 .000 .000 .000 .000 4500.000 5880.000 7650.000 470.000 1800.000 447.000 2600.000 448.000 5480.000 446.000 5555.000 447.000 5920.000 448.000 6515.000 450.000 7650.000 .000 .000 .000 650.000 650.000 8250.000 470.000 1070.000 447.600 2600.000 443.000 2900.000 443.000 3040.000 443.000 3500.000 446.000 3850.000 447.000 4450.000 445.000 5010.000 448.000 5617.000 431.700 5880.000 431.700 6205.000 451.000 6845.000 450.000 7915.000 455.000 .045 6070.000 .000 .000 550.000 600.000 7350.000 470.000 1160.000 449.000 1330.000 450.000 2170.000 446.200 3240.000 446.000 3460.000 447.500 4300.000 448.500 5600.000 448.500 5996.000 448.500 6150.000 453.000 6650.000 449.000 7070.000 453.000 .000 .000 420.000 720.000 .000 .000 .000 .000 2250.000 2750.000 5515.000 5560.000 6125.000 6520.000 .000 .000 .000 .000 1750.000 2670.000 2920.000 3070.000 3550.000 3940.000 4550.000 5040.000 5777.000 5897.000 6315.000 6850.000 8215.000 .035 .000 .000 .000 1190.000 1460.000 2280.000 3350.000 3750.000 4660.000 5700.000 6050.000 6190.000 6840.000 7130.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 445.000 2300.000 448.000 5250.000 440.000 5525.000 451.000 5585.000 450.000 6130.000 452.000 6522.000 .000 .000 .000 .000 .000 .000 .000 .000 447.000 2210.000 445.000 2680.000 445.090 2960.000 447.000 3100.000 444.000 3600.000 447.000 4050.000 446.000 4700.000 448.000 5280.000 PAGE 448.000 5842.200 440.000 5915.000 450.000 6435.000 450.000 6892.000 460.000 8250.000 6190.000 .055 .000 .000 .000 .000 .000 .000 449.000 1210.000 450.000 1520.000 446.400 2420.000 445.000 3360.000 447.000 4070.000 448.500 4960.000 448.500 5704.000 448.500 6070.000 453.000 6220.000 449.000 6900.000 460.000 7350.000 .000 .000 .000 .000 2 .1 X3 .000 .000 .000 1040.000 470.000 ^ 452.000 1000.000 458.000 1035.000 458.100 GR 432.300. 1312.000 435.000 1365.000 440.000 GR 452.000 1432.000 452.700 1580.000 452.000 � GR 452.OW 2405.000 454.000 2440.000 456.000 X1 20990.000 23.000 1040.000 1413.000 10.000 113 .000 .000 .000 1040.000 470.000 GR 452.000 1000.000 458.000 1035.000 458.100 GR 432.300 1312.000 435.000 1365.000 440.000 GR 452.000 1432.000 452.100 1457.000 448.100 ' 454.600 1557.000 455.500 2000.000 455.800 GR 456.000 2460.000 458.000 2480.000 460.000 .1X1 21260.000 26.000 1048.000 1522.000 380.000 X3 .000 .000 .000 1048.000 470.000 GR 452.000 1000.000 458.000 1042.000 458.400 1GR 432.500 1314.000 4 5__0 � 00 QQ 1382.000 455.500 GR 433.000 1480.000 1500.000 440.000'n GR 453.600 1552.000 448.850 1571.000 i 448.850 j GR 455.900 2335.000 456.000 2430.000 456.000 YGR 460.000 2600.000 .000 .000 .000 QT 4.000 12800.000 18200.000 20600.000 36200.000 ;J(1 21635.000 23.000 1061.000 1408.000 340.000 13 .000 .000 .000 1061.000 470.000 2 452.000 1000.000' 458.000 1055.000 458.600 ,GR 4� a 1340.000 P 4 000„ 1370.000 454.000 �R 451.500 • 1573.000 4�` 1584.000 454.1b0 ;R 454 1630.000 455.QJ00 t� 1640.000 / 455.800 1 +10-18-93 18:29:06 ,p 456.000 2422.000 458.000 2530.000 460.000 11 21645.000 18.000 1061.000 1408.000 10.000 ID .000 .000 .000 1061.000 470.000 "SR 452.000 1000.000 458.000 1055.000 458.600 R 433.700 1340.000 435.OW 1370.000 454.OW GR 452.OW 1800.000 452.000 1800.000 451.800 ,O 456.000 2422.000 458.OW 2530.000 460.OW AH 5.000 .050 1300.000 .060 5094.000 , NH 6780.000 .000 .000 .000 .000 71 22370.000 28.000 5094.000 5460.000 880.000 3 OW .000 .000 5094.000 470.000 ,GR 460.000 1WO.000 449.000 1300.000 449.OW -Q 450.000 2950.000 450.OW 3670.OW 449.OW R . 450.500 4970.000 450.500 5094.000 434.040 U'R 432.500 5320.000 435.000 5345.000 445.000 ,SR 454.500 5460.000 454.000 5870.OW 452.500 R 457.000 6610.000 459.500 6630.000 466.000 NC .055 .055 .035 .100 .300 1580.000 1040.000 1385.000 1711.000 2460.000 10.000 1457.000 1040.000 1385.000 1473.000 2255.000 2525.000 390.000 1522.000 1048.000 1403.000 a 1510.000 1581.000 2445.000 .000 .000 400.000 1458.000 1061.000' 1408.000 ✓ 1594.000 2100.000 2570.000 10.000 1528.000 1061.000 1408.000 2100.000 2570.000 .035 .000 480.000 5460.OW 1750.000 4010.000 5160.000 5360.000 6310.000 6780.000 .000 452.700 .000 458.000 1045.000 450.000 1413.000 451.500 _2000.000 458.000 2480.000 10.000 .000 452.100 .000 458.000 1045.000 450.000 1413.000 448.100 1483.000 455.000 2405.000 .000 .000 380.000 .000 454.000 .000 458.000_=" 1054.000 450.000,% 1425.000 454.000 1522.000 5.600_ 000 456.000 455 95.000 .000 .000 .000 .000 340.000 .000 454.800 .000 458.000 1067.000✓ 454.800 1458.000 454100 S 1596.000 455.000 2290.000 .000 .000 10.000 .000 455.800 .000 458.OW 1067.000 455.800 1520.OW 452.000 2290.000 .O00 .000 5460.000 .055 .000 .000 880.000 .000 454.500 .000 448.000 1950.000 448.OW 4070.000 434.040 5220.000 446.000 5380.000 452.000 6480.000 .000 .000 .000 .000 .000 .000 432.300 1152.000 451.000 1420.000 450.800 2255.000 460.000 2525.000 .000 .000 .000 .000 432.300 1152.000 451.000 1420.000 454.100 1547.000 455.000 2440.000 .000 .000 .000 .000 .000 .000 4_32.500 1148.000 433. 1455. 454.000 1533.000 455.600 1700.000 458.000 2563.000 .000 .000 .000 .000 .000 .000 .000 .000 433.700-t 1165.000 451.59 14 454. ff00 166.. 455.000 2355.000 PAGE 3 .000 .000 .000 .000 .000 .000 433.700 1165.000 454.000 160G.O00 454.000 2355.000 .O00 .000 6610.000 .050 .000 .000 .000 .000 .000 .000 448.OW 2550.000 449.500 4370.000 434.040 5280.000 452.700 5405.000 453.500 6550.OW .O00 .000 .000 .000 RH 5.000 .055 5468.040 NO 7550.000 .000 ,000 X1 23800.000 52.000-, 6610.000 X3 .000 - -.000. .000 GR 465.000 1000.000 460.000 GR 455.000 1480.000 454.000 GR 450.000 2110.000. 449.000 GR 450.000 3350.000 , 450.000 GR 451.000 4140.000: 450.400 GR 451.000 5280.000 451.000 GR 452.000 5694.280 454.000 GR 454.000, 6390.000 455.000 GR 440.000 6640.000 433.300 GR 453.000 7070.000 454.000 GR 460.000 7470.000 470.000 NH 5.000 .055 5260.000 NH 12560.000 .000 .000 X1 24400.000 43.000 5260.000 D .000 .000 .000 GR 465.000 1000.000 460.000 GR 452.000 1240.000 457.000 GR 450.000 1940.000 449.000 GR 452.000 3870.000 451.000 GR 454.200 5260.000 452.300 GR 451.500 5510.000 453.000 GR 431.500 6640.000 452.000 GR 459.900 7670.000 458.000 GR 457.000 11240.000 457.500 1 10 -18 -93 18:29:06 .035 .000 7000.000 - 546000 1110,.000 1590.000 2820.000 3410.000 :,4190.000 5380.000 5820.000 6410.000 6660.000 7239.000 7550.000 .035 .000 6940.000 5260.000 1040.000 1270.000 2200.000 4090.000 5280.000 5600.000 6820.000 9020.000 12240.000 5694.280 .000 720.000 470.000 457.000 453.000 449.000 451.000 451.000 451.420 . 454.000 455.000 440.000 454.000 .000 5510.000 .000 130.000 470.000 457.500 452.000 450.000 451.000 452.000 456.500 456.000 457.500 458.000 .055 6610.000 .000 .000 680.000 1430.000 7000.000 454.000 1190.000 456.000 1740.000 452.000 2850.000 450.000 3440.000 451.000 4240.000 451.000 5468.040 434.680 5940.000 455.000 6510.000 450.000 6680.000 450.000 7240.000 450.000 .000 .000 .055 6340.000 .000 .000 230.000 550.000 6940.000 470.000 1090.000 459.500 1340.000 450.500 2790.000 450.000 5000.000 452.000 5310.000 433.500 5950.000 453.000 6940.000 457.800 9240.000 . 458.000 12560.000 .000 .035 .000 .000 .000 1280.000 1860.000 3280.000 3540.000 4380.000 5535.000 5970.000 6610.000 6700.000 7280.000 .000 .035 .000 .000 .000 1140.000 1540.000 3250.000 5220.000 5365.000 6340.000 7120.000 9440.000 .000 7000.000 .055 .000 .000 .000 .000 .000 .000 455.000 1340.000 451.000 1950.000 450.000 3300.000 451.000 3630.000 450.600 4900.000 434.680 5625.000 455.000 6310.000 450.000 6620.000 454.000 7000.000 455.000 7350.000 .000 .000 6940.000 .055 .000 .000 .000 .000 .000 .000 452.000 1200.000 450.000 1700.000 451.000 3340.000 459.500 5240.000 433.500 5445.000 446.000 6490.000 459.000 7430.000 458.500 9940.000 .000 .000 PAGE 4 HC .055 .055 .035 .100 .300 ,000 ,000 ,000 000 000 NH 5.000 .055 4188.160 .035 4424.380 .055 5060.000 .035 5200.000 NH 6690.000 .000 .000 .000 .000 .000 .000 .000 .000 .055 X1 24700.000 53.000 5060.000 5200.000 610.000 80.000 350.000 ,000 000 .000 X3 ,000 ,000 .000 4187.000 470.000 5200.000 470.000 ,000 ,000 ,000 GR 465.000 1000.000 462.000 1120.000 462.000 1140.000 460.000 1230.000 460.000 ,000 1300.000 GR 457.000 1410.000 455.000 1550.000 454.000 1650.000 453.000 1870.000 452.000 2080.000 GR 451.000 2180.000 450.000 2260.000 451.000 2630.000 451.000 2910.000 451.000 2980.000 GR 452.000 3180.000 452.000 3340.000 452.000 3530.000 453.000 3800.000 453.000 4000.000 GR 453.000 4110.000 453.000 4188.160 435.040 4260.000 435.040 4350.000 453.630 4424.380 GR 454.000 4450.000 455.000 4480.000 455.000 4510.000 454.000 4780.000 454.000 4800,000 GR 455.000 4850.000 451.000 5000.000 451.000 5060.000 440.000 5140.000 433.900 5155.000 GR 440.000 5170.000 456.000 5200.000 456.300 5260.000 456,600 5300.000 456.900 5400.000 GR 457.000 5630.000 458.400 5800.000 459.000 5900.000 459.400 5970.000 459.700 6050,000 GR 459.900 6140.000 459.000 ,6360.000 458.500 6410.000 458.300 6480.000 458.700 6500.000 GR 459.200 6580.000 460.000 6670.000 462.000 6690.000 .000 .000 .000 .000 NC .055 .065 .035 .100 .300 ,000 000 000 000 WO X1 25530.000 90.000 2495.200 2742.670 700.000 560.000 700.000 000 000 000 X3 000 000 '500.000 .000 2494.000 470.000 2742.670 470.000 ,000 ,000 pp0 GR 469.500 460.500 600.000 455.600 700.000 452.900 800.000 450.400 900.000 A GR 449.900 1000. 000 451.100 1100.000 450.600 1200.000 451.300 1300.000 450.800 1400.000 GR 451.000 1500.000 451.400 1600.000 451.600 1700.000 451.500 1800.000 452.700 1900.000 GR 453.100 2000.000 453.400 2100.000 454.200 2200.000 454.300 2300.000 455.000 2400.000 GR 455.330 2495.200 436.630 2570.000 436.630 2627.200 434.500 2630.000 434.400 2670.000 GR 454.800 2742.670 453.500 2780.000 454.000 2820.000 470.000 2820.000 470.000 2880.000 GR 455.000. 2880.000 454.700 2905.000 454.700 2935.000 455.300 2965.000 470.000 2965.000 GR 470.000. 3020.000 456.500 3020.000 456.500 3030.000 470.000 3030.000 470.000 3090.000 GR 456.800 3090.000 456.800 3100.000 470.000 3100.000 470.000 3160.000 456.800 3160.000 " GR 456.900 3170.000 470.000 3170.000 470.000 3240.000 457.800 3240.000 457.800 3250.000 GR 470.000 3250.000 470.000 3315.000 457.900 3315.000 457.900 3325.000 470.000 3325.000 GR 470.000 3385.000 457.800 3385.000 457.800 3395.000 470.000 3395.000 470.000 3455.000 GR 458.100 3455.000 458.100 3465.000 470.000 3465.000 470.0W 3525.000 457.200 3525.000 GR 457.200 3540.000 470.000 3540.000 470.000 3590.000 457.000 3590.000 455.900 3620.000 GR 455.900 3650.000 456.900 3680.000 470.000 3680.000 470.000 3750.000 457.600 3750.000 GR 457.600 3765.000 470.000 3765.000 470.000 3825.000 458.000 3825.000 458.000 3840.000 GR 470.000 3840.000 470.000 3905.000 458.400 3905.000 458.400 3920.000 470.000 3920.000 GR 470.000 3980.000 458.700 3980.000 458.700 4000.000 470.000 4000.000 470.000 4600.000 NN 5.000 .055 2416.980 .035 2609.700 .055 2700.000 .035 2941.000 .055 11 25770.000 70.000 2495.200 2780.000 240.000 240.000 240.000 .000 .000 000 13 .000 .000 .000 2494.000 470.000 2780.000 470.000 .000 .000 ,000 469.500 500.000 460.500 600.000 455.600 700.000 452.900 800.000 450.400 900.000 � GR GR 449.900 1000.000 451.100 1100.000 450.600 1200.000 451.300 1300.000 450.800 1400.000 GR 451.000 1500.000 451.400 1600.000 451.600 1700.000 451.500 1800.000 452.700 1900.000 GR 453.100 2000.000 453.400 2100.000 454.200 2200.000 454.300 2300.000 455.000 2400.000 yGR - 455.330 2495.200 436.730 2570.000 436.730 2650.000 434.600 2660.000 434.600 2710.000 GR 456.000 2780.000 456.800 2845.000 470.000 2845.000 470.000 2920.000 456.800 2920.000 GR 456.800 2940.000 470.000 2940.000 470.000 2990.000 456.800 2990.000 456.800 3010.000 1 GR 470.000 3010.000 470.000 3060.000 456.800 3060.000 457.200 3095.000 470.000 3095.000 GR 470.000 3145.000 457.200 3145.000 457.600 3165.000 470.000 3165.000 470.000 3210.000 GR 457.600 3210.000 457.800 3230.000 470.000 3230.000 470.000 3280.000 457.800 3280.000 GR 457.800 3300.000 470.000 3300.000 470.000 3350.000 457.800 3350.000 457.700 3370.000 ,.GR 470.000 3370.000 470.000 3420.000 457.700 3420.000 457.300 3440.000 470.000 3440.000 10 -18 -93 18:29:06 PAGE 5 GR 470.000 3490.000 457.300 3490.000 457.100 3510.000 470.000 3510.000 470.000 3540.000 GR 457.100 3540.000 456.000 3555.000 456.000 3590.000 459.600 3600.000 470.000 4360.000 QT 4.000 13300.000 18900.000 21300.000 36200.000 000 .000 .000 .000 .000 NR 5.000 .055 2619.580 .035 2818.650 .055 2900.000 .035 3100.000 .055 yNH 5200.000 .055 .000 .000 .000 .000 .000 .000 .000 .000 11 26830.000 42.000 2619.580 3100.000 1030.000 960.000 1050.000 .000 .000 .000 13 .000 .000 .000 2619.580 470.000 5200.000 470.000 .000 .000 000 GR 464.900 550.000 461.900 600.000 459.100 700.000 455.900 800.000 452.900 900.000 ' 451.700 1000.000 451.300 1100.000 451.200 1200.000 450.900 1300.000 451.100 1400.000 aR 452.800 1500.000 452.800 1600.000 452.400 1700.000 453.200 1800.000 453.100 1900.000 GR 453.300 2000.000 454.200 .2100.000 454.400 2200.000 455.300 2300.000 456.000 2400.000 ,SR 455.900 2500.000 457.600 ..2600.000 457.350 2619.580 436.740 2702.000 436.740 2738.000 ;R 456.910 2818.650 457.800 2900.000 451.600 3000.000 448.700 3005.000 436.300 3027.000 3R 436.500 3062.000 452.000 3100.000 454.000 3200.000 452.000 3230.000 452.000 3290.000 GR 442.000 3500.000 442.000 3650.000 442.500 3920.000 456.300 4000.000 460.000 4250.000 ,R 461.900 5100.000 465.000 5200.000 .000 .000 .000 .000 .000 ,000 NN 5.000 .055 2416.980 .035 2609.700 .055 2700.000 .035 2941.000 .055 NR 5100.000 X1 28080.000 X3 .000 GR 466.000 GR 460.100 GR 455.600 GR 455.400 GR 457.610 GR 435.300 GR 456.000 GR 452.000 QT 4.000 NR 5.000 NR 5400.000 X1 28870.000 X3 .000 GR 470.000 GR 454.000 GR 457.000 GR 457.200 GR 459.300 GR 452.000 GR 456.000 GR 473.000 .000 40.000 .000 1019.000 1400.000 1800.000 2300.000 2609.700 2900.000 3180.000 3720.000 13300.000 .060 .000 36.000 .000 900.000 2000.000 2319.000 2521.800 2750.000 3270.000 4850.000 5400.000 .000 2416.980 .000 463.300 459.900 453.100 455.800 457.700 458.400 454.000 452.000 18900.000 2319.000 .000 2319.000 .000 460.000 454.800 437.500 454.700 459.300 452.000 460.000 .000 .000 2941.000 2416.980 1100.000 1500.000 1900.000 2400.000 2700.000 2941.000 3400.000 3900.000 21300.000 .035 .000 2810.000 2319.000 1495.000 2070.000 2397.000 2580.000 2810.000 3300.000 4880.000 .000 .000 850.000 470.000 463.200 459.200 453.500 455.940 456.100 456.200 452.000 460.000 36200.000 2521.000 .000 610.000 470.000 456.000 453.200 437.500 437.600 458.000 452.000 461.400 .000 .000 .000 1000.000 900.000 5100.000 470.000 1200.000 460.000 1600..000 458.000 2000,000 455.500 2416.980 437.180 2800.000 453.300 2963.000 458.300 3500.000 452.000 4150.000 460.700 .000 .000 .060 2580.000 .000 .000 900.000 610.000 5400.000 470.000 1695.000 456.000 2100.000 457.000 2420.000 437.500 2600.000 436.300 3010.000 456.000 4340.000 452.000 4950.000 467.300 .000 .000 .000 .000 .000 1245.000 1659.000 2100.000 2492.000 2838.000 3000.000 3620.000 5000.000 .000 .045 .000 .000 .000 1790.000 2140.000 2443.000 2630.000 3090.000 4620.000 5010.000 .000 .000 .000 .000 .000 .000 .000 461.500 1300.000 457.100 1700.000 456.300 2200.000 437.180 2528.000 435.200 2865.000 457.400 3100.000 452.000 3680.000 464.900 5100.000 .000 .000 2750.000 .055 .000 .000 .000 .000 .000 .000 454.000 1930.000 457.000 2190.000 457.000 2521.000 451.500 2670.000 454.000 3200.000 454.600 4680.000 469.400 5210.000 .000 .000 RC .000 .000 .000 .100 .300 .000 .000 .000 .000 .000 NR 5.000 .055 2060.730 .035 2253.000 .055 2296.000 .035 2440.000 .055 NR 5100.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 X1 29610.000 36.000 2060.730 2470.000 650.000 800.000 650.000 .000 .000 .000 X3 .000 .000 .000 2055.000 470.000 5100.000 470.000 .000 .000 .000 GR 470.000 520.000 468.500 600.000 466.800 700.000 464.600 800.000 463.800 900.000 GR 462.200 1000.000 460.500 1100.000 457.800 1200.000 456.500 1300.000 455.600 1400.000 GR 454.700 1500.000 455.500 1600.000 456.000 1700.000 454.700 1800.000 454.800 1900.000 1 GR 455.100 2000.000 455.650 2060.730 437.830 2132.000 437.830 2168.000 459.150 2253.000 10- 18 -93 18:29:06 PAGE 6 GR 460.000 2296.000 437.400 2356.000 437.600 2389.000 458.600 2440.000 458.700 2470.000 GR 452.000 2530.000 450.000 2650.000 449.000 2790.000 450.000 3030.000 450.000 3070.000 GR 450.000 3140.000 460.000 3210.000 464.000 3240.000 465.300 4900.000 467.000 5000.000 GR 470.000 5100.000 .000 .000 .000 .000 .000 .000 .000 .000 NR 5.000 .055 3445.180 .035 3642.390 .055 3756.000 .035 3850.000 .055 NR 7100.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 X1 30570.000 59.000 3445.180 4020.000 900.000 900.000 900.000 .000' .000 .000 X3 .000 .000 .000 3445.000 470.000 7100.000 470.000 .000 .000 .000 GR 470.200 1600.000 468.200 . 1700.000 466.800 1800.000 465.400 1900.000 463.600 2000.000 GR 461.800 2100.000 458.500 2200.000 458.200 2300.000 457.500 2400.000 457.800 2500.000 GR 456.500 2600.000 456.200 2700.000 456.300 2800.000 455.600 2900.000 455.800 3000.000 GR 456.100 3100.000 456.100 3200.000 456.600 3300.000 457.300 3400.000 457.430 3445.180 GR 438.230 3522.000 438.230 3558.000 459.330 3642.390 459.500 3700.000 455.900 3756.000 GR 439.800 3778.000 439.800 3812.000 456.700 3850.000 458.200 3870.000 451.400 3884.000 GR 455.500 3924.000 459.200 3940.000 460.000 3950.000 460.000 4020.000 450.000 4150.000 GR 450.000 4300.000 450.000 4480.000 460.000 4600.000 460.200 5200.000 460.100 5300.000 GR 460.100 5400.000 459.800 5500.000 459.800 5517.000 459.100 5600.000 459.100 5700.000 GR 459.100 5800.000 459.600 5900.000 459.900 . 6000.000 459.900 6100.000 459.700 6200.000 GR 460.100 6300.000 460.400 6400.000 461.000 6500.000 462.200 6600.000 462.900 6700.000 GR 464.100 6800.000 465.400 6900.000 467.600 7000.000 470.100 7100.000 .000 .000 RC .055 .055 .035 X1 31230.000 71.000 3387.030 X3 .000 .000 000 GR 464.900 1000.000 466.000 GR 462.500 1500.000 463.000 JGR 462.200 1800.000 462.100 GR 459.600 2100.000 459.000 GR 457.900 3213.000 457.900 JGR 438.550 3508.000 457.196 GR 438.500 3672.000 459.400 GR 459.400 , 3904.000 459.700 9 456.000 4260.000 454.800 457.100 4600.000 458.700 GR 460.200 5100.000 460.300 GR 460.400 5600.000 460.300 460.400 6100.000 460.500 GR 461.800 6600.000 462.400 GR 470.000 7100.000 .000 I 'NC .055 .055 .035 X1 32150.000 40.000 3400.000 ID .000 .000 .000 r-SR 470.000 1000.000 461.000 2 457.000 2200.000 457.000 GR 457.000 2650.000 456.500 . yR 461.500 3300.000 460.500 ,R 437.000 3475.000 437.000 ZR 458.000 3920.000 459.000 'GR 452.000 4350.000 453.500 - �R 461.000 5110.000 462.000 10 -18 -93 18:29:06 NC .055 .055 .015 7 01 5.000 .055 3390.500 Al 5734.000 .000 .000 IX1 32200.000 62.000 3390.500 ' .000 .000 .000 1 -9.000 3380.000 465.000 BT 000 3740.000 464.000 AT 000 4190.000 466.000 R 472.000 900.000 467.000 2 456.500 2201.000 456.500 GR 460.500 2610.000 456.500 l 465.000 3380.000 460.000 R 463.000 3432.010 463.000 GR 445.000 3495.000 463.000 .000 3837.000 3387.000 1100.000 1600.000 1819.000 2200.000 3234.000 3582.580 3708.000 4000.000 4276.000 4700.000 5200.000 5700.000 6200.000 6700.000 .000 .000 3525.000 3040.000 1600.000 2220.000 2680.000 3400.000 3489.000 3980.000 4380.000 5200.000 .300 .015 .000 3539.500 3050.000 463.000 .000 .000 1310.000 2221.000 2611.000 3381.000 3434.990 3495.010 .000 620.000 470.000 463.000 462.600 462.100 459.400 458.400 456.000 460.000 459.100 455.100 459.800 461.000 460.000 460.600 464.400 .000 .000 900.000 470.000 461.000 459.000 459.000 437.000 447.000 458.000 457.500 462.000 .500 3539.500 .000 50.000 470.000 3552.000 3880.000 4340.000 462.000 461.500 460.500 461.500 445.000 463.000 .000 .000 700.000 620.000 7100.000 470.000 1200.000 463.000 1700.000 462.400 1834.000 461.300 2272.000 458.400 3300.000 459.790 3614.000 438.600 3800.000 460.800 4100.000 458.000 4300.000 455.400 4800.000 459.800 5300.000 460.100 5800.000 460.000 6300.000 460.800 6800.000 465.600 .000 .000 .000 .000 950.000 920.000 6180.000 470.000 1800.000 458.000 2320.000 456.500 2900.000 459.000 3427.000 437.000 3505.000 460.000 4240.000 456.000 4400.000 458.000 5460.000 464.000 .000 .000 .055 4366.000 .000 .000 50.000 50.000 5734.000 470.000 465.000 463.000 463.600 .000 466.900 465.400 1700.000 460.500 2222.000 459.500 2635.000 461.000 3390.500 450.000 3435.000 435.000 3497.990 446.500 .000 .000 .000 1300.000 1755.000 1900.000 2800.000 3387.030 3646.000 3837.000 4200.000 4400.000 4900.000 5400.000 5900.000 6400.000 6900.000 .000 .000 .000 .000 2000.000 2620.000 3100.000 3440.000 3525.000 4280.000 4520.000 5800.000 .000 .020 .000 .000 .000 3600.000 3960.000 4411.000 2000.000 2430.000 3000.000 3425.000 3455.000 3498.000 .000 .000 .000 .000 .000 .000 463.200 1400.000 462.300 1770.000 460.100 2000.000 457.900 3154.000 438.550 3472.000 438.100 3661.000 460.300 3869.000 457.500 4236.000 456.900 4500.000 460.200 5000.000 460.300 5500.000 460.800 6000.000 461.300 6500.000 467.600 7000.000 .000 .000 .000 .000 .000 .000 .000 .000 459.000 2100.000 455.000 2640.000 460.000 3200.000 437.000 3470.000 461.500 3650.000 456.000 4350.000 461.000 4720.000 470.000 6180.000 PAGE .000 .000 4411.000 .050 .000 .000 .000 .000 .000 .000 466.000 .000 464.000 .000 466.800 465.400 461.500 2200.000 459.500 2520.000 462.000 3280.000 446.500 3432.000 435.000 3475.000 450.000 3505.000 7 GR 461.500 3539.500 460.000 3550.000 465.000 3552.000 466.000 3600.000 464.000 3740.000 GR 463.600 3880.000 464.000 3960.000 466.000 4190.000 466.900 - 4340.000 465.400 4340.000 _ GR 463.500 4340.000 452.800 4365.000 465.400 4365.000 465.400 4366.000 450.700 4366.000 GR 449.900 4380.000 451.500 4389.000 455.200 4396.000 465.400 - 4396.000 465.400 4397.000 GR 455.200 4397.000 463.500 4411.000 465.400 4411.000 466.900 4411.000 466.800 4434.000 GR 465.700 4534.000 465.100 4634.000 464.000 4734.000 463.200 4834.000 463.500 4934.000 GR 464.400 5014.000 466.000 5734.000 .000 .000 .000 .000 .000 .000 X1 32230.000 .000 .000 .000 50.000 50.000 50.000 .000 .000 .000 Xl .000 .000 .000 .000 .000 .000 1.000 .000 .000 .000 X3 .000 .000 .000 3050.000 470.000 6180.000 470.000 .000 .000 .000 L QT 4.000 9400.000 13200.000 14900.000 36200.000 .000 .000 .000 .000 .000 NC .055 .055 .045 .100 .300 .000 .000 .000 .000 .000 X1 32250.000 41.000 3400.000 3525.000 1.000 1.000 1.000 .000 .000 .000 13 .000 .000 .000 3040.000 470.000 6180.000 470.000 .000 .000 .000 GR 470.000 1000.000 461.000 1600.000 461.000 1800.000 458.000 2000.000 459.000 2100.000 GR 457.000 2200.000 457.000 2220.000 459.000 2320.000 456.500 2620.000 455.000 2640.000 GR 457.000 2650.000 456.500 2680.000 459.000 2900.000 459.000 3100.000 460.000 3200.000 GR 461.500 3300.000 461.500 3300.000 460.500 3400.000 437.000 3427.000 437.000 3440.000 GR 437.000 3470.000 437.000 3475.000 437.000 3489.000 447.000 3505.000 460.000 3525.000 GR 461.500 3650.000 458.000 3920.000 459.000 3980.000 458.000 4240.000 456.000 4280.000 GR 456.000 4350.000 452.000 4350.000 453.500 4380.000 457.500 4400.000 458.x00 4520.000 GR 461.000 4720.000 461.000 5100.000 462.000 5200.000 462.000 5460.000 464.000 5800.000 GR 470.000 6180.000 .000 .000 .000 .000 .000 .000 .000 .000 NH 6.000 .050 1323.000 .055 1740.000 .060 2110.000 .045 2325.000 .055 NO 3570.000 .050 4000.000 .000 .000 .000 .000 .000 .000 .000 X1 32305.000 53.000 2110.000 2325.000 55.000 55.000 55.000 .000 .000 .000 GR 470.000 50.000 470.000 50.000 470.000 50.000 470.000 50.000 470.000 50.000 GR 467.000 50.000 466.000 135.000 465.000 220.000 465.000 1323.000 461.000 1335.000 GR 461.000 1740.000 461.000 1740.000 461.000 1740.000 462.000 1825.000 463.000 1890.000 GR 464.000 1975.000 465.000 2045.000 465.000 2110.000 464.000 2125.000 463.000 2140.000 GR 460.000 2160.000 455.000 2175.000 450.000 2204.000 445.000 2218.000 440.000 2225.000 GR 437.700 2232.000 438.000 2239.000 440.000 2245.000 445.000 2253.000 450.000 2263.000 .. GR 455.000 2281.000 460.000 2325.000 461.000 3050.000 460.000 3140.000 459.000 3180.000 GR 458.000 3200.000 457.000 3218.000 455.000 3265.000 452.000 3283.000 451.000 3289.000 GR 451.000 3292.000 452.000 3308.000 455.000 3329.000 459.000 3350.000 460.000 3360.000 GR 461.000 3369.000 462.000 3400.000 461.000 3570.000 462.000 3910.000 463.000 3930.000 1 10 -18 -93 18:29:06 PAGE 8 GR 464.000 3940.000 465.000 3970.000 470.000 4000.000 .000 .000 .000 .000 NH 6.000 .050 1273.000 .055 1568.000 .060 1940.000 .045 2150.000 .055 NH 3840.000 .050 3960.000 .000 .000 .000 .000 .000 .000 .000 X1 32725.000 53:000 1940.000 2150.000 380.000 520.000 420.000 .000 .000 .000 GR 470.000 .000 470.000 .000 470.000 .000 470.000 .000 470.000 .000 ^. GR 465.000 .000 464.000 90.000 465.000 180.000 465.000 1273.000 461.000 1285.000 GR 461.000 1568.000 453.000 1592.000 453.000 1842.000 464.000 1895.000 464.000 1895.000 GR 463.000 1940.000 460.000 1960.000 455.000 1981.000 450.000 2002.000 445.000 2018.000 GR 440.000 2025.000 439.000 2030.000 438.200 2040.000 439.000 2050.000 440.000 2053.000 .� GR 445.000 2070.000 450.000 2080.000 455.000 2090.000 460.000 2124.000 461.000 2150.000 GR 461.000 2165.000 461.000 2500.000 463.000 2700.000 463.000 2805.000 460.000 2885.000 GR 459.000 3350.000 GR 459.000 3677.000 455.000 458.000 3605.000 3681.000 452.000 457.000 3615.000 3689.000 455.000 3628.000 457.000 459.000 3632.000 3694.000 458.000 3702.000 GR 459.000 3710.000 460.000 3825.000 461.000 3840.000 462.000 3850.000 463.000 3865.000 GR 464.0DO 3875.000 465.000 3890.000 470.000 3960.000 .000 ,000 J EJ .000 .000 1 .000 .000 .000 .000 .000 .000 ,000 ,000 .000 .000 10 -18 -93 18:29:06 PAGE 9 J SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS BANK ELEV Q QLOB QCH TIME VLOB QROB ALOB ACH am VOL TWA LEFT /RIGHT VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 OCHV= .100 CEHV= .300 *SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= 3900.000 ELENCL= 470.00 ELENCR= 470.00 FENA CROSS SECTION 18440:00 18.30 449.70 .00 449.70 449.95 .25 .00 .00 449.00 12800. 8018. 3995. 787. 2625. 699. 424. 0. 0. 451.00 .00 3.05 5.71 1.86 .035 .045 .055 .000 431.40 3750.00 .002611 10000. 5880. 4500. 0 0 0 .00'1975.68 6519.25 7 � ' OOHV= .100 CEHV= .300 *SECNO 19330.000 IT 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET= 4250.000 ELENCL= 470.00 ELENCR= 470.00 19330:00 18.36 450.06 .00 .00 450.09 .04 .12 .02 448.00 I 12800. 3739. 9060. 1. 4953. 5106. 29. 103. 33. 453.00 r .12 .75 1.77 .05 .035 .035 .055 .000 431.70 4000.00 000061 650. 650. 650. 2 0 0 .00 2418.17 6893.30 0 7 x"'1490 NH CARD USED 1 *SECNO 19930.000 DIVIDED FLOW x 3265 I 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= 2142.000 ELENCL= 470.00 ELENCR= 470.00 19930.00 • 18.07 450.07 .00 .00 450.15 .08 .05 .01 448.50 12800. 343. 12417. 40. 781. 5435. 186. 230. 62. 453.00 r I .20 .44 2.28 .22 .045 .032 .055 .000 432.00 5208.00 000097 800. 600. 550. 2 0 0 .00 1260.51 6928.29 1 10 -18 -93 18:29:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIKE VLOB VCR VROB XHL XNCH YNR WTN ELNIN SSTA SLOPE XLOBL YLCH XLOBR ITRIAL IDC ICONT COME TOPWID ENDST CCHV= .100 CEHV= .300 *SEW 20980.000 3470 ENCROACHNEHT STATIONS-- 1040.0 1580.0 TYPE= 1 TARGET= 540.000 ELBNCL 470.00 ELENCR= 452.70 20980.00 17.83 450.13 .00 .00 450.24 .11 .08 .01 458.10 12800. 0. 12800. 0. 0. 4783. 0. 323. 75. 450.00 .28 .00 2.68 .00 .055 .035 .055 .000 432.30 1077.78 .000117 870. 720. 420. 0 0 0 .00 336.12 1413.89 0 *SBCNO 20990.000 3470 ENCROACHMENT STATIONS- 1040.0 1457.0 TYPE- 1 TARGET- 417.000 ELEKIL 470.00 ELENCR= 452.10 20990.00 17.83 450.13 .00 .00 450.24 .11 .00 .00 458.10 12800. 0. 12800. 0. 0. 4784. 0. 324. 76. 450.00 .28 .00 2.68 .00 .055 .035 .055 .000 432.30 1077.77 .000117 10. 10. 10. 0 0 0 .00 336.14 1413.91 *SECNO 21260.000 3265 DIVIDED PLOW 3470 ENCROACHMENT STATIONS-- 1048.0 1522.0 TYPE= ELENCL 470.00 ELENCR= 454.00 .055 .000 21260.00 17.70 450.20 .00 .00 450.29 12800. 0. 12800. 0. 0. 5309. .32 .00 2.41 .00 .055 .035 .000106 i 380. 380. 390. 2 0 *SBCNO 21635.000 3470 ENCROACMIENT STATIONS= 1061.0 1458.0 TYPE= ELENCL= 470.00 ELENCR= 454.80' 21635.00 16.50 450.20 .00 .00 450.35 12800. 0. 12800. 0. 0. 4143. .35 .00 3.09 .00 .055 .035 .000165 340. 340. 400. 2 0 1 TARGET- 474.000 .09 .04 .00 458.40 0. 368. 79. 454.00 J .055 .000 432.50 1082.77 0 .00 394.49 1518.74 1 TARGET= 397.000 .15 .04 .02 458.60 0. 405. 81. 454.00 .055 .000 433.70 1098.46 0 .00 301.94 1400.40 10 -18 -93 18:29:06 PAGE 10 r r 2 r '1 1 PAGE 11 '1 .s PAGE 12 SD30 DEPTH CWSEL CRIWS WSELE EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA LEFT /RIGHT TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COW TOPWID ENDST .- *SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET= 467.000 ,j ELERM - - 470.00 ELENCR= 455.80 21645.00 16.50 450.20 .00 .00 450.35 .15 .00 .00 458.60 12800. 0. 12800. 0. 0. 4143. 0. 406. 82. 454.00 .35 .00 3.09 .00 .055 .035 .055 .000 433.70 1098.46 000165 10. 10. 10. 0 0 0 .00 301.94 1400.40 1490 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS= ^ i ELENCL= 470.00 ELENCR= 5094.0 454.50 5460.0 TYPE= 1 TARGET= 366.000 22370.00 17.85 450.35 .00 .00 450.52 .17 .16 .01 450.50 12800. 0. 12800. 0. 0. 3876. 0. 487. 88. 454.50 ? .43 .00 3.30 .00 .055 .035 .055 .000 432.50 5094.61 .000206 880. 880. 480. 2 0 0 .00 301.61 5396.22 CCHV= .100 CEHV= .300 490 NH CARD USED *SECHO 23800.000 3265 DIVIDED FLOW 13470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE= 1 TARGET= 1533.000 - ELENCL= 470.00 ELENCR= 454.00 23800.00 17.29 450.59 .00 .00 450.85 .27 .31 .03 450.00 12800. 10706. 2094. 0. 2448. 800. 0. 584. 97. 454.00 ;. .50 4.37 2.62 .00 .035 .035 .055 .000 433.30 5471.37 000376 720. 1430. 680. 2 0 0 .00 363.16 6744.13 71490 NH CARD USED '�;SECWO 24400.000 !3265 DIVIDED PLOW I 5470 ENCROACHMENT STATIONS= 5260.0 1 6940.0 TYPE= 1 TARGET= 1680.000 ' 10 -18 -93 18:29:06 SECNO DEPTH CWSEL CRIWS WSELK EC HV HL OLOSS BANE ELEV Q QLOB QCH QROB ALOB ACH An VOL TWA LEFT /RIGHT TIME VLOB VCR VROB UL XNCH XNR WTN WIN SSTA PAGE 12 SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT OMAR TOPWID ENDST ELENCL= 470.00 ELEMCR= 470.00 24400.00 19.38 450.88 .00 .00 450.95 .07 .07 .02 459.20 12800. 0. 12800. 0. 0. 6106. 0. 631. 102. 470.00 .55 .00 2.10 DO .035 .035 .055 .000 431.50 5313.34 .000114 130. 550. 230. 2 0 0 .00 619.05 6810.14 0 CCHV= .100 CEHV= .300 1490 NO CARD USED *SBCNO 24700.000 3265 DIVIDED FLOW 3470 ENCROAC®4ENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET= 1013.000 ELENCL= 470.00 ELENCR= 470.00 24700.00 16.94 450.84 .00 .00 451.08 .24 .08 .05 451.00 12800. 10049. 2751. 0. 2421. 954. 0. 676. 106. 470.00 .59 4.15 2.88 .00 .035 .035 .055 .000 433.90 4196.80 .000340 610. 350. 80. 2 0 0 .00 345.59 5190.33 0 CCHV= .100 CEHV= .300 *SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET= 248.670 ELENCL= 470.00 ELENCR= 470.00 25530.00 16.62 451.02 .00 .00 451.45 .43 .32 .06 455.33 12800. 0. 12800. 0. 0. 2436. 0. 723. 111. 470.00 .62 .00 5.25 .00 .055 .035 .065 .000' 434.40 2512.43 0 000627 700. 700. 560. 2 0 0 .00 216.78 2729.21 *SECNO 25770.000 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE= 1 TARGET= 286.000 ELENCL= 470.00 ELENCR= 470.00 25770.00 16.70 451.30 .00 .00 451.58 .28 .11 .02 455.33 12800. 0. 12800. 0. 0. 3041. 0. 738. 112. 470.00 .64 .00 4.21 .00 .055 .035 .065 .000 434.60 2511.39 0 000366 240. 240. 240. 2 0 0 .00 253.25 2764.64 1 10-18 -93 18:29:06 WHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID MUST 1490 NH CARD USED *SECNO 26830.000 v T PAGE 13 4 3265 DIVIDED FLOW j 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= 1 TARGET = 2580.420 J ELENCL= 470.00 ELENCR= 470.00 26830.00 15.48 451.78 .00 .00 451.84 .06 .23 .02 457.35 13300. 0. 5849. 7451. 0. 2483. 5295. 863. 126. 452.00 .79 .00 2.36 1.41 .055 .035 .055 .000 436.30 2641.85 p" .000159 1030. 1050. 960. 2 0 0 .00 937.91 3973.81 0 1490 NH CARD USED *SECNO 28080.000 3265 DIVIDED PLOW 3470 ENCROACHRM STATIONS= 2417.0 5100.0 TYPE= 1 TARGET= 2683.020 ELENCL= 470.00 ELENCR= 470.00 28080.00 16.57 451.77 .00 .00 452.25 .48 .29 .13 455.94 13300. 0. 13300. 0. 0. 2401. 0. 974. 139. 458.40 .84 .00 5.54 .00 .055 .035 .055 .000 435.20 2433.64 0 .000848 850. 900. 1000. 2 0 0 .00 241.69 2929.24 1490 NH CARD USED t *SECNO 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2319.0 5400.0 TYPE= 1 TARGET= 3081.000 ELENCL= 470.00 ELENCR= 470.00 28870.00 16.09 452.39 .00 .00 452.80 .42 .54 .01 457.00 ^` 13300. 0. 13073. 227. 0. 2505. 523. 1014. 156. 459.30 .87 .00 5.22 .43 .055 .038 .055 .000 436.30 2337.46 .000933 610. 610. 900. 2 0 0 .00 1636.39 4631.52 L 10 -18 -93 18:29:06 SECNO DEPTH CWSEL CRIWS WSELE EG HV HL OLOSS BANE ELEV 1 Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCR VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH ILOBR ITRIAL IDC IOONT CORAR TOPWID MUST CCHV= .100 CEHV= .300 1490 NO CARD USED ' *SECNO 29610.000 r 3265 DIVIDED FLOW r 3470 ENCROACHMENT STATIONS= 2055.0 5100.0 TYPE= 1 TARGET= 3045.000 RLENCL= 470.00 ELENCR= 470.00 PAGE 14 r 29610.00 15.64 453.04 13300. 0. 10763. .93 .00 4.14 .000486 650. 650. 0 1490 HE CARD USED *SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMEtFF STATIONS= KW2KL= 470.00 ELEKR= 30570.00 15.26 453.49 13300. 0. 11233. .98 .00 4.86 .000708 900. 900. 0 1075. *SECNO 31230.000 458.70 3265 DIVIDED FLOW .055 3470 ENCROACHMENT STATIONS= ELENCL= 470.00 'ELENCR= 31230.00 15.77 453.87 13300. 0. 13300. 1.01 .00 5.75 .000949 620. 620. 0 1 10 -18 -93 18:29:06 SECHO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLAPE %LOBL Ha *SECNO 32150.000 3265 DIVIDED FLAW 3301 HV CHANGED MORE THAN HV 3470 ENCROACHMENT STATIONS= ELENCL= 470.00 ELENCR= 32150.00 17.47 454.47 13300. 0. 13225. 1.04 .00 8.81 .001503 900. 920. .00 .00 453.26 .22 .44 .02 455.65 2537. 0. 2597. 1959. 1075. 179. 458.70 1.29 .055 .035 .055 .000 437.40 2071.18 800. 2 0 0 .00 909.98 3161.26 3445.0 7100.0 TYPE= 1 TARGET= 3655.000 470.00 .00 .00 453.81 .32 452 .03 457.43 2067. 0. 2312. 1305. 1160. 195. 460.00 1.58 .055 .033 .055 .000 438.23 3460.93 900. 2 0 0 .00 683.70 4521.92 3387.0 7100.0 TYPE= 470.00 .00 .00 454.38 0. 0. 2313. 00 :055 .035 700. 1 0 CRIWS WSEL.R EG QROB ALOB ACH VROB 1NL %NCH ILOBR ITRIAL IDC [NS 3040.0 6180.0 TYPE= 470.00 .00 .00 455.67 75. 0. 1501. 1.39 .055 .035 950. 2 0 1 TARGET= 3713.000 .51 .51 .06 459.79 0. 1203. 202. 460.80 .055 DOO 438.10 3410.70 0 .00 239.15 3698.48 HV HL OLOSS BANK ELEG AROB VOL TWA LEFT /RIGHT YNR WTN ELMIN SSTA ICONT ODRAR TOPWID ENDST 1 TARGET= 3140.000 1.20 1.08 .21 460.50 54. 1244. 206. 460.00 .055 .000 437.00 3406.93 0 .00 144.42 4384.85 PAGE 15 ., i CCHV= .300 CEHV= .500 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE,NRD= 9 HIM ELTRD= 463.60 MAX ELLC= 465.40 3470 ENCROACHMENT STATIONS= - 3050.0 5734.0 TYPE= 1 TARGET= 2684.000 ELEMCL= 470.00 ELEMCR= 470.00 32200.00 19.04 454.04 .00 .00 456.22 2.18 .06 .49 461.50 13300. 0. 12878. 422. 0. 1073. 90. 1245. 207. 461.50 1.04 .00 12.00 4.67 .055 .015 .020 .000 435.00 3412.87 .000963 50. 50. 50. 2 0 0 .00 129.01 4393.81 0 *SECNO 32230.000 3265 DIVIDED FLOW 1 10 -18 -93 18:29:06 SECNO DEPTH CWSEL CRIWS WSELR EG RV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOE ACE AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELHIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST x-3370 NORMAL BRIDGE,NRD= 9 HIM ELTRD= 463.60 MAX ELLC= 465.40 ,,.3470 ENCROACHMENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32230.00 19.15 454.15 .00 13300. 0. 12861. 439. 1.04 .00 11.87 4.67 .000939 50. 50. 50. 0 435.00 3412.54 ,.CCU= .100 CMV= .300 0 .00 *SECNO 32250.000 4394.02 I 3265 DIVIDED FLOW 3301 RV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 6180.0 TYPE= 1 TARGET= 3130.000 .00 456.28 2.13 .05 .02 461.50 0. 1084. 94. 1247. 207. 461.50 .055 .015 .020 .000 435.00 3412.54 2 0 0 .00 130.13 4394.02 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 PAGE 16 ELEHM 470.00 ELENCR= 470.00 32250.00 18.98 455.98 .00 .00 456.45 .47 .00 .17 460.50 9400. 0. 9228. 172. 0. 1669. 112. 1247. 207. 460.00 1.04 .00 5.53 1.53 .055 .045 .055 .000 437.00 3405.19 .000896 1. 1. 1. 3 0 0 .00 156.03 4392.40 0 1490 RR CARD USED *SECRO 32305.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 32305.00 17.68 455.38 .00 .00 456.85 1.47 .11 .30 465.00 9400. 0. 8616. 784. 0. 856. 174. 1248. 207. 460.00 1.05 .00 10.07 4.50 .055 .045 .055 .000 437.70 2173.85 .006585 55. 55. 55. 3 0 0 .00 185.59 3331.02 0 1 10 -18 -93 18:29:06 SECHO DEPTH CWSEL CRIWS WSELR EG EV HL OLOSS BANK ELEV Q QLOB QCR QROB ALOB ACH An VOL TWA LEFTJRIGHT TIME VLOB . VCR VROB XNL INCH XNR WTN EIJUJ SSTA SLOPE XLOBL XLCH ILOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN EMS 32725.00 19.41 457.61 .00 DO 457.86 .25 .89 .12 463.00 9400. 2650. 6313. 437. 1236. 1347. 322. 1267. 211. 461.00 1.08 2.14 4.69 1.36 .060 .045 .055 .000 438.20 1578.16 .001028 380. 420. 520. 2 0 0 .00 630.82 3698.91 0 1 10-18 -93 18:29:06 tttttttttttttttttttttttttttttttttttttttttttttttttt HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -IT VERSION AUGUST 1985 ttt tttttttttt: tttttttttttttttttttttttttttttttttttt THIS RUN EXECUTED 10 -18 -93 PAGE 17 PAGE 18 I 11 10 -18 -93 18:29:06 Q WSEL FQ 0. 450.500 .000 IBW CHNIN ITRACE .000 .000 .000 1 .300 .00 T1 DENTON CREEK - PROPOSED CONDITION (EXISTING RUNOFF) 4 *SBCNO 18440.000 T2 DENTON CREEK - 50 YR DISCHARGE PROFILE .055 T3 DENTON CREEK, TEXAS FILE: 92063OPR.DAT SECHO J1 ICHECK INQ NINV IDIR STRT METRIC HVINS WSELK EG HV HL 0. 3. 0. 0. 000000 .00 .0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC QROB 2.000 .000 -1.000 .000 .000 DDO 000 11 10 -18 -93 18:29:06 Q WSEL FQ 0. 450.500 .000 IBW CHNIN ITRACE .000 .000 .000 1 .300 .00 449.00 937. 4 *SBCNO 18440.000 0. 451.00 .055 .000 3265 DIVIDED FLOW SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV 3470 ENCROACHMENT STATIONS= Q QLOB QCH QROB 90 ACH An VOL TWA LEFT/RIGHT TINE VLOB VCH VROB UL XNCH XNR m ELKIN SSTA 450.50 SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICDNT CORAR TOPWID ENDST 4 *PROF 2 CCHV= .100 CEHV= .300 .00 449.00 937. 4 *SBCNO 18440.000 0. 451.00 .055 .000 3265 DIVIDED FLOW 3750.00 0 .00 2649.88 6520.50 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 1 FEMA CROSS SECTION 18440.00 19.10 450.50 .00 450.50 450.70 18200. 12828.' 3860. 1512. 3925. 779. .�- .00 3.27 4.96 1.61 .035 .045 .001805 10000. 5880. 4500. 0 0 u JCCHV= .100 CEHV= .300 tSECN0 19330.000 +3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS 4000.0 8250.0 TYPE= �ELENCL= 470.00 ELENCR= 470.00, 19330.00 19.11 450.81 .00 .00 450.87 18200. 6257. 11853. 90. 6133. 5412. .10 1.02 2.19 .21 .035 .035 .000087 650. 650. 650. 2 0 1490 NH CARD USED 1 TARGET= 3900.000 .20 .00 .00 449.00 937. 0. 0. 451.00 .055 .000 431.40 3750.00 0 .00 2649.88 6520.50 1 TARGET= 4250.000 .05 .15 .01 448.00 424. 131. 39. 453.00 .055 .000 431.70 4000.00 0 .00 2531.33 6912.30 PAGE 19 .- *SECNO 19930.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= 2142.000 ELERM-- 470.00 ELENCR= 470.00 19930.00 18.83 450.83 .00 .00 450.96 .13 .07 .02 448.50 18200. 832. 17186. 183. 1158. 5799. 463. 281. 70. 453.00 .16 .72 2.96 .39 .045 .032 .055 .000 432.00 5208.00 0 000154 800. 600. 550. 2 0 0 .00 1421.69 7011.72 1 10 -18 -93 18:29:06 SECHO DEPTH CWSEL CRIWS WSELK EG RV RL OLOSS BANK ELEV 4 BLOB 4CH QRDB ALOB ACH am VOL TWA LEFT/RIGHT TDIE ROB VCR VROB XNL in XNR WTI ELIII SSTA SLOPE XLOBL XLCH ILOBR ITRIAL IDC ICDNT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 540.000 ELEMM - 470.00 ELENCR= 452.70 20980.00 18.61 450.91 .00 .00 451.11 .20 .13 .02 458.10 18200. 0. 18199. 1. 0. 5048. 3. 385. 84. 450.00 .22 .00 3.60 .23 .055 .035 .055 .000 432.30 1074.50 0 000200 870. 720. 420. 0 0 0 .00' 344.90 1419.40 *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET= 417.000 ELENCL= 470.00 ELBNCR= 452.10 20990.00 18.61 450.91 .00 .00 451.11 .20 .00 .00 458.10 18200. 0. 18199. 1. 0. 5047. 3. 386. 84. 450.00 .22 .00 3.61 .22 .055 .035 .055 .000 432.30 1074.52 0 000200 10. 10. 10. 0 0 0 .00 344.86 1419.37 *SECNO 21260.000 3265 DIVIDED FLAW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= i TARGET= 474.000 ELENM-- 470.00 ELENCR= 454.00 21260.00 18.53 451.03 .00 .00 451.19 .16 .07 .00 458.40 18200. 0. 18200. 0. 0. 5642. 0. 432. 87. 454.00 .25 .00 3.23 .00 .055 .035 .055 .000 432.50 1079.70 0 000181 380. 380. 390. 2 0 0 .00 404.78 1519.45 *SECNO 21635.000 PAGE 20 ol 1 i 3470 ENCROACHMUT STATIONS= ELEWM - 470.00 ELENCR= 21635.00 17.33 451.03 18200. 0. 18200. .28 .00 4.14 .000281 340. 340. 0 1 !- 10 -18 -93 18:29:06 1061.0 1458.0 TYPE= 1 TARGET= 397.000 HV 454.80 OLOSS BANK ELEV Q QLOB QCH QROB .00 .00 451.30 .27 .08 .03 458.60 0. 0. 4396. 0. 472. 90. 454.00 .00 .055 .035 .055 .000 433.70 1095.11 400. 2 0 0 .00 306.95 1402.06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH An VOL TWA LEFT/RIGHT TIME VLOB VCR VROB XNL XNCH XNR WTN ELNIN SSTA SLAPE MU XLCR XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 21645.000 ,.1 3470 ENCROACH= STATIONS= 1061.0 1528.0 TYPE= 1 TARGET= 467.000 ELENCL= 470.00 ELENCR= 455.80 21645.00 17.33 451.03 .00 .00 451.30 .27 .00 .00 458.60 18200. 0. 18200. 0. 0. 4396. 0. 473. 90. 454.00 .28 .00 4.14 .00 .055 .035 .055 .000 433.70 1095.10 .000280 10. 10. 10. 0 0 0 .00 306.96 1402.06 1490 NO CARD USED *SECHO 22370.000 t- 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET= 366.000 ELENCL= 470.00 ELENCR= 454.50 .. 22370.00 18.78 451.28 .00 .00 451.58 .30 .27 .01 450.50 18200. 0. 18200. 0. 0. 4159. 0. 559. 96. 454.50 .33 DO 4.38 .00 .055 .035 .055 .000 432.50 5094.00 .000337 880. 880. 480. 2 0 0 .00 305.70 5399.70 r I� CCHV= .100 CEEV= .300 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW r- 3470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE= 1 TARGET= 1533.000 ELENCL= 470.00 ELENCR= 454.00 r- 23800.00 18.37 451.67 .00 .00 452.12 .44 .50 .04 450.00 18200. 15422. 2778. 0. 2713. 990. 0. 666. 107. 454.00 .39 5.68 2.81 .00 .035 .035 .055 .000 433.30 5467.00 .000597 720. I" 1430. 680. - 2 0 0 .00 475.00 6825.54 1490 NH CARD USED *SECNO 24400.000 1265 DIVIDED FLAW r .. PAGE 21 I 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET= 1680.000 1 10 -18 -93 18:29:06 SECNO DEPTH CWSEL COS WSELK EG HV RL OLOSS BANK ELEV Q QLOB QCH QROB' ALOB ACH ARDS VOL TWA LEFT /RIGHT TIME VLOB VCR VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELENCL= 470.00 ELENCR= 470.00 24400.00 20.65 452.15 .00 DO 452.26 .11 .11 .03 459.20 18200. 0. 18200. 0. 0. 6938. 0. 720. 113. 470.00 .43 .00 2.62 .00 .035 .034 .055 .000 431.50 5294.95 0 000173 130. 550. 230. 2 0 0 .00 720.39 6824.52 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLAW 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET= 1013.000 ELENM -- 470.00 ELENCR= 470.00 24700.00 18.20 452.10 .00 DO 452.46 .35 .12 .07 451.00 18200. 13995. 4205. 0. 2790. 1120. 0. 772. 119. 470.00 .46 5.02 3.75 .00 .035 .035 .055 .000 433.90 4191.74 0 000483 610. 350. 80. 2 0 0 D0 460.66 5192.70 CCHV= .100 CEHV= .300 *SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET= 248.670 ELEHM - - 470.00 ELENCR= 470.00 25530.00 17.92 452.32 .00 .00 453.01 .69 .46 .10 455.33 18200. 0. 18200. 0. 0. 2723. 0. 825. 125. 470.00 .49 .00 6.68 .00 .055 .035 .065 .000 434.40 2507.24 0 000927 700. 700. 560. 0 0 0 .00 226.59 2733.83 *SECNO 25770.000 3470 MCROACHMENT STATIONS= 2494.0 2780.0 TYPE= 1 TARGET= 286.000 ELENM-- 470.00 ELENCR= 470.00 25770.00 18.16 452.76 .00 .00 453.20 .44 .16 .03 455.33 18200. 0. 18200. 0. D. 3419. 0. 842. 126. 470.00 .50 .00 5.32 DO .055 .035 .065 .000 434.60 2505.52 .000530 240. 240. 240. 2 0 0 .00 263.90 2769.42 10 -18 -93 18:29:06 PAGE 22 1 1 PAGE 23 '1 .1 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK MR ,1 Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIM VLOB VCH VROB XNL XNCH XNR WTH ELAIN SSTA SLOPE XLOBL XLCH XLABR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3470 ENCROACHHENNT STATIONS= 2619.6 5200.0 TYPE= 1 TARGET= 2580.420 ELENCL= 470.00 ELENCR= 470.00 26830.00 17.17 453.47 .00 .00 453.54 .07 .30 .04 457.35 18900. 0. 7766. 11134. 0. 2956. 6618. 992. 142. 452.00 .64 .00 2.63 1.68 .055 .035 .055 ODD 436.30 2635.08 .000190 1030. 1050. 960. 2 0 0 .00 1149.39 3983.61 1490 HE CARD USED *SECHO 28080.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS L '+3470 ENCROACHIM STATIONS= 2417.0 5100.0 TYPE= 1 TARGET= 2683.020 EMCL= 470.00 ELENCR= 470.00 28080.00 18.23 453.43 .00 .00 454.06 .63 .35 .17 455.94 18900. 0. 18207. 693. 0. 2818. 657. 1135. 164. 458.40 .68 .00 6.46 1.06 .055 .035 .055 .000 435.20 2427.01 .001042 850. 900. 1000. 2 0 0 .00 778.40 3944.78 0 x" 1490 NH CARD USED *SECNO 28870.000 43265 DIVIDED FLAW 13470 ENCROACBLM STATIONS= 2319.0 5400.0 TYPE= 1 TARGET= 3081.000 ELENCL= 470.00 ELENCR= 470.00 28870.00 18.06 454.36 .00 .00 454.64 .28 .55 .03 457.00 18900. 0. 14642. 4258. 0. 3063. 3388. 1218. 189. 459.30 .72 .00 4.78 1.26 .055 .038 .055 .ODD 436.30 2329.52 .000710 610. 610. 900. 2 0 0 .00 1831.90 4711.50 0 10 -18 -93 18:29:06 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLASS BANK ELEV Q QLAB QCH QROB ALAB ACH AROB VOL TWA LEFT /RIGHT TIME VLAB VCH VROB XNL INCH XNR WTH ELKIN SSTA PAGE 24 SLOPE XLDBL XLCH XWBR ITRIAL IDC ICONT CORAR TOPWID MR CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 29610.000 3265 DIVIDED PLOW 3470 ENCROACH= STATIONS= 2055.0 5100.0 TYPE= 1 TARGET= 3045.000 ELENCL= 470.00 ELENCR= 470.00 29610.00 17.42 454.82 .00 .00 455.05 .23 .40 .01 455.65 18900. 0. 13578. 5322. 0. 3099. 3127. 1324. 213. 458.70 .78 .00 4.38 1.70 .055 .035 .055 .000 437.40 2064.05 _ .000481 650. 650. 800. 2 0 0 .00 961.76 3173.74 0 1490 NH CARD USED *SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACMUM STATIONS= 3445.0 7100.0 TYPE= 1 TARGET= 3655.000 ELENCL= 470.00 ELENCR= 470.00 _ 30570.00 17.04 455.27 .00 .00 455.61 .33 .53 .03 457.43 18900. 0. 14579. 4321. 0. 2822. 2087. 1439. 231. 460.00 .83 .00 5.17 2.07 .055 .033 .055 .000 438.23 3453.82 .000727 900. 900. 900. 2 0 0 .00 769.78 4543.25 0 *SECNO 31230.000 3265 DIVIDED FLAW 3470 ENCROACHMENT STATIONS= 3387.0 7100.0 TYPE= 1 TARGET= 3713.000 ' ELENCL= 470.00 ELENCR= 470.00 31230.00 17.47 455.57 .00 .00 456.31 .74 .58 .12 459.79 18900. 0. 18873. 27. 0. 2736. 52. 1496. 240. 460.80 .86 .00 6.90 .51 .055 .035 .055 .000 438.10 3403.91 .001215 620. 620. 700. 2 0 0 .00 404.44 4411.38 1 ' 10 -18-93 18:29:06 PAGE 25 SECHO DEPTH CWSEL CRIWS WS EM EG HV HL OLOSS BANE ELEV Q QLOB QCH QROB ALOB ACH am VOL TWA LEFT /RIGHT TIME VLAB VCR VROB BL XNCH XNR WTN ELNIN SSTA SLOPE XLABL XLCH XLOBR ' ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 32150.000 3265 DIVIDED FLAW '1 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELSNCL= 470.00 ELM= 470.00 32150.00 19.25 456.25 .00 .00 458.08 1.83 1.44 .33 460.50 18900. 0. 18588, 312. 0. 1700. 142. 1545. 247. 460.00 .88 .00 10.93 2.20 .055 .035 .055 .000 437.00 3404.88 .002090 900. 920. 950. 2 0 0 .00 233.06 4393.74 0 CCHV= .300 CEHV= .500 1490 HE CARD USED *SECIO 32200.000 3265 DIVIDED PLOY] 3301 HV CHANGED YORE THAN HVINS 3370 NORMAL BRIDGE,NRD= 9 YIN ELM--- 463.60 YAX ELLC-- 465.40 3470 ENCROACH= STATIONS= 3050.0 5734.0 TYPE= 1 TARGET= 2684.000 ELENCL= 470.00 ELENCR= 470.00 32200.00 20.69 455.69 .00 .00 458.80 3.10 .08 .64 461.50 18900. 0. 17952. 948. 0. 1244. 147. 1546. 247. 461.50 .88 .00 14.43 6.44 .055 .015 .020 .000 435.00 3407.90 .001334 50. 50. 50. 2 0 0 .00 145.86 4397.85 ro *SECNO 32230.000 3265 DIVIDED FLAW 't 10 -18 -93 18:29:06 1 s SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANE ELEV 3 Q QLOB QCH QROB ALOB ACE AROB VOL TWA LEFT/RIGHT TIME VLOB VCR VROB XML XNCH INR WTI KIM SS71 SLOPE XLOBL XLCH XLOBR ITRIAL IDC IOONT OORAR TOPWID ENDST 3370 NORMAL BRIDGE,NRD= 9 MIN ELTRD =. 463.60 MAX ELLC= 465.40 3470 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE= 1 TARGET= 3130.000 ELENCL= 470.00 ELMXI - - 470.00 32230.00 20.99 455.99 .00 .00 458.92 2.92 .06 .05 461.50 18900. 0. 17892. 1008. 0. 1276. 158. 1548. 247. 461.50 .88 .00 14.02 6.36 .055 .015 .020 .000 435.00 3407.01 PAGE 26 .001249 50. 50. 0 CCHV= .100 CEHV= .300 *SECNO 32250.000 3265 DIVIDED FLAW 3301 HV CHANGED MORE THAN NVINS 50. 2 0 0 .00 148.83 4398.35 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELEUM 470.00 ELENCR= 470.00 460.10 .17 .62 .08 463.00 13200. 32250.00 21.61 458.61 . .00 .00 459.15 .55 .00 .24 460.50 13200. 0. 12171. 1029. 0. 1977. 674. 1548. 247. 460.00 .88 .00 6.16 1.53 .055 .045 .055 .000 437.00 3402.17 .000970 1. 1. 1. 3 0 0 .00 683.14 4560.60 0 10 -18 -93 18:29:06 1490 NH CARD USED *SECHO 32305.000 3265 DIVIDED FLAW 32305.00 20.69 458.39 .00 .00 459.39 1.00 .10 .14 465.00 13200. 0. 10690. 2510. 0. 1241. 524. 1551. 248. 460.00 .89 .00 8.61 4.79 .055 .045 .055 ODO 437.70 2164.83 .004195 55. 55. 55. 2 0 0 .00 300.59 3346.80 0 1490 NH CARD USED *SECWO 32725.000 1 10 -18 -93 18:29:06 SECNO DEPTH CWSEL CRIWS WSEL.R EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH no VOL TWA LEFT /RIGHT TINE VLAB VCR VROB INL INCH INR WTN ELNIN SSTA SLOPE ILOBL ILCH IIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLAW 3301 HV CHANGED MORE THAN HVINS 32725.00 21.72 459.92 .00 .00 460.10 .17 .62 .08 463.00 13200. 4490. 6994. 1716. 1918. 1694. 1263. 1584. 257. 461.00 .92 2.34 4.13 1.36 .060 .045 .055 .000 438.20 1571.23 .000731 380. 420. 520. 2 0 0 .00 1362.31 3816.09 0 1 10 -18 -93 18:29:06 PAGE 27 .. PAGE 28 i '1 J *#!}##*!***##*##**! } # *!* * * * * #! # * } * # *! * # *! # # # } * # * *! HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -XT VERSION AUGUST 1985' 1'+ j T1 DENTON CREEK - PROPOSED CONDITION (EXISTING RUNOFF) T2 DBMS CREEK - 100 YR DISCHARGE PROFILE T3 DENTON CREEK, TEXAS FILE: 920630PR.DAT Ji ICBECR INQ NINV IDIR STRT METRIC MKS 0. 4. 0. 0. 000452 .00 .0 .1 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC 3.000 .000 -1.000 .000 .000 .000 .000 '1 10 -18 -93 18:29:06 THIS RUN EXECUTED 10 -18-93 Q WSEL FQ 0. 450.700 .000 IBW CHNIM ITRACE .000 .000 .000 PAGE 29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB UL XNCH XNR WTH ELHIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR ' TOPWID MST *PROF 3 CCHV= .100 CENV= .300 *SECHO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= 3900.000 ELENCL= 470.00 ELENCR= 470.00 FEMA CROSS SECTION . 18440. DO 20.71 452.11 .00 450.70 452.19 .08 .00 .00 449.00 20600. 15161. 2634. 2806. 6694. 947. 2431. 0. 0. 451.00 .00 2.26 2.78 1.15 .035 .045 .055 .000 431.40 3750.00 .000454 10000. 5880. 4500. 0 0 4 DO 2803.63 6553.63 r CHD= .100 CEHV= .300 *SECNO 19330.000 t' 3265 DIVIDED FLOW 5470 ENCROACHlIEfFT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET= 4250.000 ELEMCL- 470.00 ELENCR= 470.00 7 j - r 19330.00 20.53 452.23 .00 .00 452.27 .04 .08 .00 448.00 20600. 8558. 11581. 461. 8340. 5992. 1384. 192. 41. 453.00 .12 1.03 1.93 .33 .035 .035 .055 ODO 431.70 4000.00 .000060 650. 650. 650. 2 0 0 .00 2757.45 6946.46 0 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED PLOW 3470 ENCROACH= STATIONS= 5208.0 7350.0 TYPE= 1' TARGET= 2142.000 ELENCL= 470.00 ELENCR= 470.00 19930.00 20.24 452.24 DO .00 452.35 .11 .05 .02 448.50 20600. 1648. 18293. 659. 1855. 6477. 1254. 389. 76. 453.00 .19 .89 2.82 .53 .045 .033 .055 .000 432.00 5208.00 .000126 800. 600. 550. 2 0 0 .00 1677.00 7084.34 0 1 10 -18 -93 18:29:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIKE VLOB VCR VROB XNL XNCH INN WTH ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID MR CCHV= .100 CEHV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 540.000 ELENCL= 470.00 ELENCR= 452.70 20980.00 19.98 452.28 .00 .00 452.49 .22 .11 .03 458.10 20600. 0. 20589. 11. 0. 5514. 30. 512. 91. 450.00 .24 .00 3.73 .36 .055 .035 .055 .000 432.30 1068.83 .000195 870. 720. 420. 2 0 0 .00 421.72 1490.55 0 *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET= 417.000 ELENCL= 470.00 ELENCR= 452.10 20990.00 19.98 452.28 .00 .00 452.50 .22 DO .00 458.10 20600. 0. 20589. 11. 0. 5514. 33. 514. 92. 450.00 .24 .00 3.73 .34 .055 .035 .055 .000 432.30 1068.82 .000195 10. 10. 10. 0 0 0 .00 419.89 1488.71 0 *SECHO 21260.000 3265 DIVIDED FLOW 3470 ENCROACH= STATIONS= 1048.0 1522.0 TYPE= 1 TARGET= 474.000 ELENCL= 470.00 ELENCR= 454.00 21260.00 19.90 452.40 .00 .00 452.57 .17 .07 .00 458.40 PAGE 30 j 20600. 0. 20600. 0. 0. 6209. 0. 565. 95. 454.00 .27 .00 3.32 .00 .055 .035 .055 .000 432.50 1074.64 000178 380. 380. 390. 2 0 0 .00 421.74 1520.63 0 *SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET= 397.000 ELENCL= 470.00 ELENCR= 454.80 21635.00 18.70 452.40 .00 .00 452.68 .28 .07 .03 458.60 20600. 0. 20600. 0. 0. 4820. 0. 608. 98. 454.00 .30 .00 4.27 .00 .055 .035 .055 .000 433.70 1089.60 .000274 340. 340. 400. 2 0 0 DO 315.19 1404.79 0 1 10 -18 -93 18:29:06 SECNO DEPTH CWSEL CRIWS WSELK EG BV H, OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCR VROB XNL XNCH XNR WTN ELHIN SSTA SLOPE XIABL XLCH XL.OBR ITRIAL IDC ICONT CORAR TOPWID EHDST *SECNO 21645.000 F' 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET= 467.000 ELEMCL- 470.00 EWCR= 455.80 21645.00 18.70 452.40 .00 .00 452.68 .28 .00 .00 458.60 20600. 0. 20600. 0. 0. 4821. 0. 609. 98. 454.00 .30 .00 4.27 DO .055 .035 .055 .000 433.70 1089.59 .000274 10. 10. 10. 0 0 0 .00 315.20 1404.80 b L 1490 HL CARD USED l, *SECNO 22370.000 1 -=3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET= 366.000 ELENCL= 470.00 ELENCR= 454.50 ' 22370.00 20.14 452.64 .00 .00 452.95 .31 .26 .01 450.50 20600. 0. 20600. 0. 0. 4577. 0. 704. 104. 454.50 .35 .00 4.50 .00 .055 .035 .055 .000 432.50 5094.00 .000322 880. 880. 480. 2 0 0 .00 310.77 5404.77 0 "`CCHV= .100 CEHV= .300 1490 RH CARD USED , *SECHO 23800.000 3265 DIVIDED FLAW '3470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE= 1 TARGET= 1533.000 ELEMCL= 470.00 ELEMCR= 454.00 23800.00 19.73 453.03 .00 .00 453.44 .41 .46 .03 450.00 r 20600. 17185. 3415. 0. 3118. 1351. 0. 827. 118. 454.00 .41 5.51 2.53 .00 .035 .035 .055 ODO 433.30 5467.00 .000528 720. 1430. 680. 2 0 0 .00 670.10 6927.35 PAGE 31 r 0 1490 NB CARD USED *SECHO 24400.000 3265 DIVIDED FLAW 3470 ENCEOACENENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET= 1680.000 1 10 -18 -93 18:29:06 SECNO DEPTH CWSEL CRIWS WSELK EG BV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA LEFT/RIGHT TINE VIAB VCR VROB XML XNCH MR WTN EIMER SSTA SIAPE XIABL XLCB XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELENCL- 470.00 ELENCR= 470.00 24400.00 21.97 453.47 .00 .00 453.57 .10 .10 .03 459.20 20600. 0. 20600. 0. 0. 8022. 0. 891. 126. 470.00 .45 .00 2.57 .00 .035 .031 .055 ODO 431.50 5276.60 .000165 130. 550. 230. 2 0 0 .00 947.16 6864.14 0 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLAW 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET` 1013.000 ELENCL= 470.00 ELEMCR= 470.00 24700.00 19.53 453.43 DO .00 453.75 .32 .11 .07 451.00 20600. 15582. 5018. 0. 3264. 1298. 0. 951. 133. 470.00 .48 - 4.77 3.87 .00 .035 .035 .055 .000 433.90 4187.00 .000433 610. 350. 80. 2 0 0 .00 522.85 5195.18 0 CCHV= .100 CEEV= .300 *SECMO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET= 248.670 ELENCL= 470.00 ELENCR= 470.00 25530.00 19.17 453.57 .00 .00 454.30 .73 .42 .12 455.33 20600. 0. 20600. 0. 0. 3013. 0. 1012. 139. 470.00 .51 .00 6.84 .00 .055 .035 .065 .000 434.40 2502.24 .000896 700. 700. 560. 2 0 0 .00 236.04 2738.29 3 *SECNO 25770.000 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE= 1 TARGET= 286.000 ELERM-- 470.00 ELENCR= 470.00 25770.00 19.41 454.01 .00 .00 454.48 .47 .16 .03 455.33 20600. 0. 20600. 0. 0. 3754. 0. 1031. 141. 470.00 .52 .00 5.49 .00 .055 .035 .065 .000 434.60 2500.49 PAGE 32 I 3 000520 240. 240. 240. 2 0 0 .00 273.02 2773.51 � L 10 -18 -93 18:29:06 i SECNO DEPTH CWSEL CRIWS WSELE EG RV HL OLOSS BANE ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT .+ TINE VLOB VCH VROB XHL XNCH XHR WTH ELNIN SSTA SLOPE XLABL XLCH XLOBR ME IDC ICONT CORAR TOPWID EHDST 1490 NO CARD USED *SECNO 26830.000 3265 DIVIDED FLAW 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= 1 TARGET = 2580.420 ELENCL= 470.00 ELENCR= 470.00 26830.00 18.43 454.73 .00 .00 454.80 .06 .27 .04 457.35 21300. 0. 8432. 12868. 0. 3353. 7727. 1201. 158. 452.00 .66 .00 2.51 1.67 .055 .035 .055 .000 436.30 2630.05 .000166 1030. 1050. 960. 0 0 0 .00 1221.33 3990.91 1490 BE CARD USED *SECNO 28080.000 3265 DIVIDED FLAW 13470 ENCROACHMENT STATIONS= 2417.0 5100.0 TYPE-- 1 TARGET= 2683.020 ELENCL= 470.00 ELENCR= 470.00 28080.00 19.52 454.72 .00 .00 455.24 .52 .30 .14 455.94 21300. 0. 19249. 2051. 0. 3174. 1404. 1374. 182. 458.40 r .71 .00 6.06 1.46 .055 .035 .055 .000 435.20 2421.86 .000906 850. 900. 1000. 2 0 0 .00 956.18 3984.99 1490 HE CARD USED *SECNO 28870.000 13265 DIVIDED FLAW 13470 ENCROACHMENT STATIONS= 2319.0 5400.0 TYPE= 1 TARGET= 3081.000 r . ELEHCL= 470.00 ELENCR= 470.00 28870.00 19.23 455.53 .00 .00 455.71 .19 .44 .03 457.00 21300. 0. 14167. 7133. 0. 3432. 5260. 1489. 211. 459.30 .77 .00 4.13 1.36 .055 .037 .055 .000 436.30 2324.88 .000500 610. 610. 900. 2 0 0 .00 2035.29 4810.14 i 10 -18 -93 18:29:06 PAGE 33 PAGE 34 SEW DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS BANK EIR Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL INCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID MUST CCHV= .100 CEHV= .300 1490 NH CARD USED *SECHO 29610.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2055.0 5100.0 TYRE= 1 TARGET= 3045.0D0 ELENM - - 470.00 ELENCR= 470.00 29610.00 18.43 455.83 .00 .00 456.04 .21 .32 .01 455.65 21300. 0. 14458. 6842. 1. 3403. 3814. 1623. 238. 458.70 .83 .19 4.25 1.79 .055 .035 .055 .000 437.40 2055.00 .0422 650. 650. 800. 2 0 0 .00 996.20 3180.84 0 1490 NH CARD USED *SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE= I TARGET= 3655.000 ELENCL= 470.00 ELENCR= 470.00 30570.00 18.00 456.23 .00 .00 456.54 .31 .47 .03 457.43 21300. 0. 15750. 5550. 0. 3131. 2546. 1756. 256. 460.00 .88 .00 5.03 2.18 .055 .033 .055 .000 438.23 3449.94 .000657 900. 900. 900. 1 0 0 .00 817.52 4554.88 0 *SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= ELENCL= 470.00 ELENCR= 31230.00 18.37 456.47 21300. 0. 21077. .91 .00 7.08 .001273 620. 620. 0 1 10 -18 -93 18:29:06 SECNO DEPTH CWSEL Q QLOB QCH TIHE VLOB VCR SLOPE XLOBL ILCH 3387.0 7100.0 TYPE= 470.00 .00 .00 457.24 223. 0. 2975. 1.03 .055 .035 700. 2 0 CRIWS WSELK EG QROB ALOB ACB VROB XHL XNCH XLOBR ITRIAL IDC 1 TARGET= 3713.000 .77 .56 .14 215. 1822. 266. .055 .000 438.10 0 .00 499.38 RV HL GLOSS AROB VOL TWA XNR WTN ELKIN ICONT CORAR TOPWID 459.79 460.80 3400.32 4471.25 HANK ELM Y.FT /RIGHT SSTA ENDST PAGE 35 *SECNO 32150.000 3265 DIVIDED FLAW J 3301 HV CHANGED MORE THAN BVINS „ 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 MERL- 470.00 ELEMCR= 470.00 32150.00 20.12 457.12 .00 .00 459.12 2.00 1.51 .37 460.50 21300. 0. 20711. 589. 0. 1801. 255. 1878. 275. 460.00 .93 .00 U.50 2.31 .055 .035 .055 .000 437.00 3403.88 .002206 900. 920. 950. 2 0 0 .DO 257.30 4398.12 0 CCHV= .300 CEHV= .500 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLAW 3301 HV CHANGED MORE THAN U35 3370 NORMAL BRIDGE,NRD= 9 MIN ELTRD= 463.60 MAX ELLC= 465.40 3470 ENCROACHMENT STATIONS= 3050.0 5734.0 TYPE= 1 TARGET= 2684.000 ELENCL= 470.00 ELENCR= 470.00 32200.00 21.55 456.55 .00 .00 459.87 3.31 .09 .66 461.50 21300. 0. 20039. 1261. 0. 1339. 181. 1880. 275. 461.50 .93 .00 14.96 6.97 .055 .015 .021 .000 435.00 3405.31 .001399 50. 50. 50. 2 0 0 .00 154.48 4399.30 *SECHO 32230.000 3265 DIVIDED FLAW 10 -18 -93 18:29:06 1 SBCHO DEPTH CWSEL CRIWS WSELE BG HV HL OLOSS BANK F.LEF Q QLOB QCH QROB ALOB ACH ARON VOL TWA LEFT /RIGHT TIME VLOB VCR VROB XNL )[NCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH ILOBR ITRIAL IDC ICONT CORAR TOPWID ENDS? 3 3370 NORMAL BRIDGE,NRD- 9 MIN ELTRD= 463.60 MAX ELLC= 465.40 1 3470 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE= 1 TARGET= 3130.000 i ELENCL= 470.00 ELENCR= 470.00 PAGE 36 r 32230.00 21.91 456.91 .00 .00 460.00 3.09 .07 .07 461.50 21300. 0. 19963. 1337. 0. 1380. 196. 1881. 275. 461.50 .93 .00 14.46 6.83 .055 .015 .021 .000 435.00 3404.25 .001294 50. 50. 50. 2 0 0 .00 158.05 4399.90 0 .00 1484.88 3838.90 CCBV= .100 CEHV= .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL 470.00 ELENCR- 470.00 32250.00 22.80 459.80 .00 .00 460.27 .46 .00 .26 460.50 14900. 46. 12555. 2299. 80. 2123. 1573. 1881. 275. 460.00 .93 .57 5.91 1.46 .055 .045 .055 .000 437.00 3040.00 0 000846 1. 1. 1. 3 0 0 .00 1123.49 4640.20 1490 EE CARD USED *SECNO 32305.000 3265 DIVIDED FLAW 32305.00 21.92 459.62 .00 .00 460.46 .84 .08 .11 465.00 14900. 0. 11418. 3482. 0. 1430. 739. 1885. 276. 460.00 .94 .00 7.98 4.71 .055 .045 .055 .000 437.70 2161.13 0 003374 55. 55. 55. 2 0 0 .00 361.71 3356.23 1490 NH CARD USED *SECNO 32725.000 1 10 -18 -93 18:29:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLASS BANK ELEV Q QLOB QCH QROB ALOB ACE An VOL TWA LEFT /RIGHT TIRE VIAB VCH VROB XHL XNCH XNR WFN ELGIN SSTA SLOPE XLABL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVIRS 32725.00 22.73 460.93 .00 .00 461.05 .12 .52 .07 463.00 14900. 5156. 6708. 3036. 2227. 1873. 2224. 1929, 286. 461.00 .98 2.31 3.58 1.37 .060 .045 .055 .000 438.20 1568.22 .000602 380. 420. 520. 2 0 0 .00 1484.88 3838.90 PAGE 37 10 -18 -93 18:29:06 a THIS RUN EXECUTED 10 -18 -93 *** t** tt!***t*t k}l kkktt * * *t * # } # #k * *tt * }tkt *k * * }tkk HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC -XT VERSION AUGUST 1985 r"J T1 DENTON CREEK - PROPOSED CONDITION (EXISTING RUNOFF) J T2 DEBTON CREEK - 500 YR DISCHARGE PROFILE T3 DENTON CREEK, TEXAS FILE: 920630PR.DAT J1 ICHECK INQ NIHV IDIR STRT METRIC HVINS Q WSEL FQ 0. 5. 0. 0. .000452 .00 i .0 0. 451.800 .000 J2 NPROF PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE - 15.000 .000 - 1.000 .000 .000 .000 .000 .000 .000 .000 1 10 -18 -93 18:29:06 r SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT .+ TIME VLOB VCH VROB XNL XNCH KKR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 4 CCHV= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET- 3900.000 ELENCL= 470.00 ELENCR= 470.00 FERA CROSS SECTION 18440.00 22.28 453.68 .00 451.80 453.79 .11 .00 .00 449.00 36200. 26573. 3452. 6175. 9408. 1112. 4306. 0. 0. 451.00 .00 2.82 3.11 1.43 . .035 .045 .055 .000 431.40 3750.00 .000457 10000. 5880. 4500. 0 0 3 .00 3256.99 7006.99 a CCHV= .100 CEHV= .300 *SECHO 19330.000 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET= 4250.000 ELENCL 470.00 ELENCR= 470.00 PAGE 38 PAGE 39 19330.00 22.14 453.84 .00 .00 453.91 .07 .12 .00 448.00 36200. 16861. 17624. 1715. 10834. 6655. 2911. 263. 47. 453.00 .09 1.56 2.65 .59 .035 .035 .055 .000 431.70 4000.00 .000099 650. 650. 650. 2 0 0 .00 2977.00 6977.00 0 1490 NB CARD USED *SECNO 19930.000 3470 ENCROAMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= 2142.000 ELENCL= 470.00 ELENCR= 470.00 19930.00 21.83 453.83 .00 .00 454.05 .22 .10 .04 448.50 36200. 4069. 29678. 2453. 2646. 7252. 2660. 518. 84. 453.00 .14 1.54 4.09 .92 .045 .033 .055 .000 432.00 5208.00 .000236 800. 600. 550. 2 0 0 .00 1948.22 7156.22 0 CCHV= .100 CEHV= .300 *SECNO 20980.000 3470 ENCROACHNENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 540.000 ELMU 470.00 ELENCR= 452.70 20980.00 21.55 453.85 .00 .00 454.37 .52 .22 .09 458.10 36200. 0. 35391. 809. 0. 6059. 1238. 673. 105. 450.00 .17 .00 5.84 .65 .055 .035 .055 .000 432.30 1062.29 .000432 870. 720. 420. 2 0 0 .00 1373.60 2435.89 0 1 10 -18 -93 18:29:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANE ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TINE VLOB VCR VROB XNL INCH XNR WTN ELNIN SSTA SLOPE )UHL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID MT *SECNO 20990.000 3470 ENCROACHNENT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET= 417.000 ELENCL 470.00 ELENCR= 452.10 20990.00 21.53 453.83 .00 .00 454.38 .55 .00 .01 458.10 36200. 0. 36041. 159. 0. 6057. 190. 674. 106. 450.00 .17 .00 5.95 .83 .055 .035 .055 .000 432.30 1062.31 .000448 10. 10. 10. 1 0 0 .00 476.41 1538.72 l *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACBNL+NT STATIONS 1048.0 1522.0 TYPE= 1 TARGET= 474.000 ELENM 470.00 ELENCR= 454.00 21260.00 21.63 454.13 .00 .00 454.55 .42 .16 .01 458.40 36200. 0. 36199. 1. 0. 6958. 8. 732. 110. 454.00 .19 .00 5.20 .14 .055 .035 .055 DDO 432.50 1068.26 .000403 380. 380. 390. 2 0 0 .00 506.53 1585.48 PAGE 40 �o *SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET= 397.000 ELENCL= 470.00 ELENCR= 454.80 21635.00 20.40 454.10 .00 .00 454181 .71 .17 .09 458.60 36200. 0. 36200. 0. 0. 5366. 0. 780. 113. 454.00 .21 .00 6.75 .09 .055 .035 .055 .000 433.70 1082.73 rJ 0 .000618 340. 340. 400. 2 0 0 .00 331.52 1414.25 *SECND 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET= 467.000 ELENCL= 470.00 ELENCR= 455.80 21645.00 20.41 454.11 .00 .00 454.81 .71 .01 .00 458.60 36200. 0. 36200. 0. 0. 5368. 0. 781. 113. 454.00 .21 .00 6.74 .09 .055 .035 .055 .000 433.70 1082.71 0 .000618 10. 10. 10. 0 0 0 .00 331.82 1414.53 1 10 -18 -93 18:29:06 SECNO DEPTH CWSEL CRIWS WSELE EG HV HL OLOSS BANE ELEV Q QLOB QCH QROB ALAB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XHL XNCH KKR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC IODNT CORAR TOPWID MET 1490 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET= 366.000 ELENCL= 470.00 ELENCR= 454.50 22370.00 22.20 454.70 .00 .00 455.42 .73 .60 .01 450.50 36200. 0. 36146. 54. 0. 5278. 214. 890. 126. 454.50 .24 .00 6.85 .25 .055 .035 .055 .000 432.50 5094.00 .000769 880. 880. 480. 2 0 0 .00 1460.71 6554.71 1 CCHV= .100 CERV= .300 1490 NE CARD USED *SECNO 23800.000 3470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE= 1 TARGET= 1533.000 ELENCL= 470.00 ELENCR= 454.00 r 23800.00 22.60 455.90 .00 .00 456.26 .36 .80 .04 450.00 36200. 26931. 8635. 634. 5152. 2434. 638. 1066. 160. 454.00 .31 5.23 3.55 .99 . .036 .035 .055 .000 433.30 5467.00 .000622 720. 1430. 680. 3 0 0 .W 1904.51 7371.51 1490 HE CARD USED *SECNO 24400.000 3265 DIVIDED FLAW PAGE 41 3470 ENCROACH)UM STATIONS= ELENCL= 470.00 ELENCR= 24400.00 24.77 456.27 36200. 0. 36200. .35 .00 3.11 .000240 130. 550. 0 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECHO 24700.000 3470 ENCROACMUM STATIONS= ELENCL= 470.00 ELENCR= 1 10 -18 -93 18:29:06 5260.0 6940.0 TYPE= 470.00 0. 1164. .00 .00 456.42 0. 0. 11634. .00 .036 .027 230. 2 0 1 TARGET= 1680.000 .15 .14 .02 459.20 0. 1164. 175. 470.00 .055 .000 431.50 5268.48 0 .00 1623.60 6940.00 4187.0 5200.0 TYPE= 1 TARGET= 1013.000 470.00 SECBO DEPTH CWSEL CRIWS WSELK EG BV BL OLOSS BANE ELEV 4 m QCH m ALOB ACE AROB VOL TWA LEFT /RIGHT TIME VLOB VCR VROB XNL INCH KKR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID MST 24700.00 22.34 456.24 DO .00 456.67 .43 .16 .08 451.00 36200. 27160. 9040. 0. 5233. 1686. 0. 1254. 188. 470.00 .37 5.19 5.36 .00 .037 .035 .055 .000 433.90 4187.00 .000619 610. 350. 80. 2 0 0 .00 1013.00 5200.00 CCHV= .100 CENV= .300 *SECNO 25530.000 3301 HV CHANGED MORE THAN HVINS 3470 EMCROACHHENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET= 248.670 ELENCL= 470.00 ELENCR= 470.00 25530.00 21.72 456.12 .00 .00 457.66 1.54 .66 .33 455.33 36200. 1. 36199. 0. 1. 3635. 0. 1339. 198. 470.00 .39 .66 9.96 .00 .055 .035 .065 .000 434.40 2494.00 .001588 700. 700. 560. 2 0 0 .00 248.67 2742.67 *SECHO 25770.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACB1W STATIONS= 2494.0 2780.0 TYPE= 1 TARGET= 286.000 ELENCL= 470.00 ELENCR= 470.00 25770.00 22.43 457.03 .00 .00 457.99 .96 .27 .06 455.33 36200. 1. 36199. 0. 2. 4605. 0. 1362. 200. 470.00 .40 .63 7.86 .00 .055 .035 .065 .000 434.60 2494.00 000865 240. 240. 240. 2 0 0 .00 286.00 2780.00 1490 HE CARD USED PAGE 42 *SECNO 26830.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2619.6 ELENCL= 470.00 ELENCR= 470.00 26830.00 22.04 458.34 ,00 36200. 0. 13687. 22513. .52 .00 2.87 2.03 .000180 1030. 1050. 960. L 10-18 -93 18:29:06 5200.0 TYPE= 1 TARGET= 2580.420 .00 458.43 .09 0. 4774. 11107. .055 .032 .055 2 0 0 .35 .09 457.35 1597. 221. 452.00 .000 436.30 2619.58 .00 1518.25 4137.83 SECNO DEPTH CWSEL CRIWS WSELS EG HV HL OLOSS BANK ED Q QLOB QCH QRDB AIAB ACH AROB VOL TWA LEFT /RIGHT TDIE VLOB VCR VROB XNL INCH XNR WTN ELKIN SSTA SLOPE XIABL XLCR XLOBR ITRIAL IDC IOONT OMAN TOPWID MST 1490 NH CARD USED *SECNO 28080.000 3470 ENCROACHMENT STATIONS= 2417.0 5100.0 TYPE= 1 TARGET= 2683.020 ELENCL= 470.00 ELENCR= 470.00 28080.00 23.26 36200. 0. 458.46 25629. .00 10571. .00 0. 458.82 4605. .36 4813. .31 1877. .08 256. 455.94 458.40 .58 .00 5.57 2.20 .055 .031 .055 .000 435.20 2416.98 .000766 850. 900. 1000. 2 0 0 .DO' 1684.83 4101.81 1 0 1490 RN CARD USED *SECNO 28870.000 i ,f 3265 DIVIDED FLAW 3470 ENCROACHMENT STATIONS= 2319.0 r ELENCL= 470.00 ELM= 470.00 28870.00 22.76 459.06 .00 36200. 0. 16984. 19216. .66 .00 3.51 1.64 .000301 610. 610. 900. J r� CM= .100 CEHV= .300 1490 RH CARD USED r *SECNO 29610.000 t X3265 DIVIDED FLAW 5400.0 TYPE= 1 TARGET= 3081.000 .00 459.18 .11 .33 .03 457.00 0. 4839. 11750. 2114. 296. 459.30 .055 .036 .055 .000 436.30 2319.00 2 0 0 .00 2455.24 4872.98 t ' ;,3470 ENCROACHMENT STATIONS= 2055.0 5100.0 TYPE= 1 TARGET= 3045.000 ELENCL= 470.00 ELENCR= 470.00 29610.00 21.82 459.22 .00 .00 459.47 .24 .25 .04 455.65 PAGE 43 36200. 19. 21446. 14735. 21. 4506. 6228. 2349. 327. 458.70 .71 .93 4.76 2.37 .055 .033 .055 ODO 437.40 2055.00 .000417 650. 650. 800. 2 0 0 .00 1108.31 3204.57 0 1490 NH CARD USED *SECNO 30570.000 1 10-18 -93 18:29:06 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS BANE ELEV Q QLOB QCH QROB =B ACE AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH ME WTN ELNIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT MEAN TOPWID ENDST 3265 DIVIDED FIOW 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE= 1 TARGET= 3655.000 ELEMM 470.00 ELENCR= 470.00 30570.00 21.39 459.62 .00 .00 459.96 .34 .46 .03 457.43 36200. 0. 24130. 12070. 0. 4468. 4475. 2552. 353. 460.00 .77 .21 5.40 2.70 .055 .029 .055 .DDO 438.23 3445.00 .000636 900. 900. 900. 2 0 0 .00 1437.08 5905.31 0 *SECNO 31230.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3387.0 7100.0 TYPE= 1 TARGET= 3713.000 ELENCL= 470.00 ELENCR= 470.00 31230.00 . 21.77 459.87 DO .00 460.72 .85 .61 .15 459.79 36200. 0. 31725. .4475. 0. 4047. 1945. 2665. 376. 460.80 .79 .01 7.84 2.30 .055 .035 .055 .000 438.10 3387.00 .001601 620. 620. 700. 2 0 0 .00 1425.79 4918.03 0 *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 XWMM= 470.00 ELENCR= 470.00 32150.00 23.75 460.75 459.96 .00 462.87 2.12 1.77 .38 460.50 36200. 397. 29076. 6727. 252. 2241. 2474. 2782. 406. 460.00 .81 1.58 12.97 2.72 .055 .035 .055 .000 437.00 3040.00 PAGE 44 'I 002324 900. 920. 950. 4 8 0 l0 ^1 10 -18 -93 18:29:06 .00 1417.66 4703.28 *�1 3050.0 470.00 5734.0 TYPE= 1 TARGET= 2684.000 294. SECNO DEPTH CWSEL CRIWS WSELE EG BV HL # Q 4LAB QCH M ALOB ACH AROB VOL 0. TIME VWB VCR VROB XNL XNCH XNR WTH f �] SLOPE XLOBL ILCH XLOBR ITRIAL IDC ICONT COW 3397.40 CCHV= .300 CEHV= .500 50. 50. 4 13 0 .00 1490 NH CARD USED 4403.75 *SECNO 32230.000 *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE I THAN HVINS 3370 NORMAL BRIDGE,NRD= 9 HIM ELTRD= 463.60 MAX ELLC= 465.40 7185 HINIMM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED OLOSS BANE ELEV TWA LEFT /RIGHT ELHIN SSTA TOPWID EMT 3470 ENCROACHMENT STATIONS= ELENCL= 470.00 ELBNCR= 3050.0 470.00 5734.0 TYPE= 1 TARGET= 2684.000 294. 32200.00 24.20 459.20 459.20 .00 465.03 5.82 .12 1.85 461.50 36200. 0. 33197. 3003. 0. 1660. 303. 2786. 407. 461.50 82 .00 20.00 9.90 .055 .015 .021 ODO 435.00 3397.40 .002304 50. 50. 50. 4 13 0 .00 180.94 4403.75 *SECNO 32230.000 3265 DIVIDED FLAW 301 HV CHANGED MORE THAN HVINS 1 370 NORMAL BRIDGE,NRD= 9 HIM ELTRD= 463.60 MAX ELLC= 465.40 1 3685 20 TRIALS ATTEMPTED WSl X3470 ENCROACHMENT STATIONS= ELEMCL= 470.00 ELENCR= 32230.00 27.74 462.74 36200. 290. 32125. .82 .99 14.94 .001096 50. 50. 1 10-18 -93 18:29:06 M,CWSEL 3050.0 470.00 459.20 3784. 7.09 50. 6180.0 TYPE= 1 TARGET= 3130.000 .00 465.90 3.16 .08 .80 461.50 294. 2150. 534. 2789. 408. 461.50 .055 .015 .022 .000 435.00 3050.00 21 13 0 .00 485.34 4409.72 PAGE 45 PAGE 46 SECHO DEPTH CWSEL CRINS WSELK EG BV BL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VIAB VCR VROB XNL XNCH XNR WTN Em SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COW TOPWID ENDST CCHV= .100 CEHV= .300 *SECNO 32250.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 ELBNCL= 470.00 ELBNCR= 470.00 32250.00 29.09 466.09 .00 36200. 3136. 12161. 20903. .82 1.47 4.18 1.55 .000282 1. 1. 1. 1490 NO CARD USED *SECHO 32305.000 32305.00 28.42 466.12 .00 36200. 6019. 10304. 19877. .82 1.35 3.87 2.10 .000506 55. 55. 55. 1 1490 NH CARD USED *SECHO 32725.000 32725.00 28.13 466.33 .00 36200. 11145. 8698. 16357. .89 1.50 2.91 1.49 .000235 380. 420. 520. 6180.0 TYPE= 1 TARGET= 3140.000 .00 466.21 .12 2128. 2909. 13456. .055 .045 .055 4 0 0 .00 466.23 .11 4454. 2659. 9461. .055 .045 .054 0 0 0 .00 466.39 .06 7426. 2993. 11010. .058 .045 .055 2 0 0 .00 .30 460.50 2789. 408. 460.00 .000 437.00 3040.00 .00 2892.42 5932.42 .02 .00 465.00 2811. 412. 460.00 .000 437.70 124.05 .00 3852.72 3976.77 .15 .01 463.00 3012. 451. 461.00 .000 438.20 .00 .00 3908.59 3908.59 10-18 -93 18:29:06 HEC2 RELEASE DATED WOV 76 UPDATED NAY 1984 ERROR CDRR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -IT VERSION AUGUST 1985 THIS RUN EXECUTED 10 -18 -93 TOTE- ASTERISK ( *) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST )ENTON CREEK - TRW p PAGE 47 'UNNARY PRINTOUT SECNO 18440.000 18440.000 18440.000 7 18440.000 19330.000 19330.000 r 19330.000 19330.000 7 19930.000 19930.000 1 9930.000 r 19930.000 20980.000 20980.000 r 20980.000 20980.000 20990.000 20990.000 20990.000 20990.000 21260.000 21260.000 ^21260.000 21260.000 F ..21635.000 21635.000 21635.000 21635.000 0 -18 -93 r,L ?1645.000 11645.000 21645.000 ^1645.000 22370.000 .22370.000 '2370.000 12370.000 CWSEL Q 449.70 12800.00 450.50 18200.00 452.11 20600.00 453.68 36200.00 450.06 12800.00 450.81 18200.00 452.23 20600.00 453.84 36200.00 450.07 12800.00 450.83 18200.00 452.24 20600.00 453.83 36200.00 450.13 12800.00 450.91 18200.00 452.28 20600.00 453.85 36200.00 450.13 12800.00 450.91 18200.00 452.28 20600.00 453.83 36200.00 450.20 12800.00 451.03 18200.00 452.40 20600.00 454.13 36200.00 .00 .00 .00 .00 650.00 650.00 650.00 650.00 600.00 600.00 600.00 600.00 720.00 720.00 720.00 720.00 10.00 10.00 10.00 10.00 380.00 380.00 380.00 380.00 VCH TOPWID STCHL STCHR ELNIN SSTA EMT 5.71 1975.68 5480.00 5585.00 4.96 2649.88 5480.00 5585.00 2.78 . 803.63 5480.00 3.11 325 . 5480.00 1.77 2418.17 5551.80 2.19 2531.33 5551.80 1.93 1 ? 5551.80 2.65 2977.00 5551.80 2.28 1260.51 2.% 1421.69 2.82 1677.0 4.09 1948.22 2.68 336.12 3.60 344.90 3.73 421.72 5.84 1373.60 2.68 336.14 3.61 344.86 3.73 419.89 5.95 476.41 2.41 394.49 3.23 404.78 3.32 421.74 5.20 506.53 5704.00 5704.00 5704.00 5704.00 1040.00 1040.00 1040.00 1040.00 1040.00 1040.00 1040.00 1040.00 1048.00 1048.00 1048.00 1048.00 5585.00 5585.00 5965.00 5965.00 5965.00 5965.00 6190.00 6190.00 6190.00 6190.00 1413.00 1413.00 1413.00 1413.00 1413.00 1413.00 1413.00 1413.00 1522.00 1522.00 1522.00 1522.00 450.20 12800.00 340.00 451.03 18200.00 340.00 452.40 20600.00 340.00 454.10 36200.00 340.00 18:29:06 CWSEL Q 450.20 12800.00 451.03 18200.00 452.40 20600.00 454.11 36200.00 450.35 12800.00 451.28 18200.00 452.64 20600.00 454.70 36200.00 3.09 301.94 1061.00 1408.00 4.14 306.95 1061.00 1408.00 4.27 315.19 1061.00 1408.00 6.75 331.52 1061.00 1408.00 XLCH VCH TOPWID STCHL STCHR 10.00 3.09 301.94 1061.00 1408.00 10.00 4.14 306.96 1061.00 1408.00 10.00 4.27 315.20 1061.00 1408.00 10.00 6.74 331.82 1061.00 1408.00 880.00 3.30 301.61 5094.00 5460.00 880.00 4.38 305.70 5094.00 5460.00 880.00 4.50 310.77 5094.00 5460.00 880.00 6.85 1460.71 5094.00 5460.00 431.40 3750.00 6519.25 431.40 3750.00 6520.50 431.40 3750.00 6553.63 431.40 3750.00 7006.99 431.70 4000.00 6893.30 431.70 4000.00 6912.30 431.70 4000.00 6946.46 431.70 4000.00 6977.00 432.00 5208.00 6928.29 432.00 5208.00 7011.72 432.00 5208.00 7084.34 432.00 5208.00 7156.22 432.30 1077.78 1413.89 432.30 1074.50 1419.40 432.30 1068.83 - 1490.55 432.30 1062.29 2435.89 432.30 1077.77 1413.91 432.30 1074.52 1419.37 432.30 1068.82 1488.71 432.30 1062.31 1538.72 432.50 1082.77 1518.74 432.50 1079.70 1519.45 432.50 1074.64 1520.63 432.50 1068.26 1585.48 433.70 1098.46 1400.40 433.70 1095.11 1402.06 433.70 1089.60 1404.79 433.70 1082.73 1414.25 ELNIN SSTA MT 433.70 1098.46 1400.40 433.70 1095.10 1402.06 433.70 1089.59 1404.80 433.70 1082.71 1414.53 432.50 5094.61 5396.22 432.50 5094.00 5399.70 432.50 5094.00 5404.77 432.50 5094.00 6554.71 PAGE 48 I r Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas Appendix D r FIS Current Effective Floodway HEC -2 Model (From FEMA) I ltkk} tkk} tft} kil f}llt ki} ! # }!klfiktt #lttitf! }ftlkf }kt # }} + WATER SURFACE PROFILES + } VERSION OF NOVEMBER 1976 + ! UPDATED MAY 1981 + ! IBM -PC -xT VERSION AUGUST 1985 ! RUN DATE 03 -22-91 TIME 15:55:06 + k}fk!ltltf!}kftlt4k }tfi4t! #tilt# * }t!i!!! #4 *!Ni #!lkfl! r 1 03 -22-91 15:55:06 T fffinkk liikfi! ►f }! }i } #kfkkilflkilf ! O.S. ARMY CORPS OF ENGINEERS + TEE EYDR=ic ENGINEERING CENTS ! 609 SECOND STREET, SUITE 0 + DAVIS, CALIFORNIA 95616 + (916) 110.2105 (FTS) 118 -2105 ! ftl 4 i !}t # *k!!lk #fliikl {t!iltftftkt, V x r rxxxxxx xxxxx xrrxx I r r r z x x x xr x z xxxxxxx xxxx r xxxxx xxxxx I I x x r x r x x x I x xrxxxxz xxxxx rxxxxxx PAGE 1 fi{! t!t} k}} fikit4fHk !litttf **iktiiMtfktfk * * *t4tf EEC2 RELEASE DATED NOV 76 UPDATED MAY 1981 ERROR CORR - 01,02,03,0 4,05,06 MODIFICATION - 50,51,52,53,51,55,56 IBM -PC-IT VERSION AU60ST 1985 ft# ff4Ml til llk# 4# it{4M #k ** *k4ftfttii#!i!tltiitt! Ti DENTON arm - EYISTSNG tModiried K-8 P.I.S. eacroachveat w&i) T2 DEMON CRm - i60 YR DISCHARGE PROFILE T3 DE)= CRREK, WM FILL: 92063ENC.DAT J1 ICHECx INQ NINV IDIR SIRS METRIC EVINS 0. /. 0. 0. .000000 .00 .0 .- J2 NPROT IPWT PRYVS ESECV XSECH Is L= 1.000 .000 -1.000 .000 1000 .000 .000 J3 VARIABLE CODES FOR SUMMARY PRIMI 38.000 1.000 50.000 53.000 51.000 21.000 22.000 110.000 200.000 .00 .000 .000 .000 .000 TEIS RUN EXECUTED 03 -2 -94 Q WSEL FQ 0. 152.120 .000 IBM CHNIM IIRACE .000 .000 .000 1.000 43.000 12.000 000 .000 1000 M A R-22-'94 T U E 17 e 2:5 Dow d! v An 6 w r s on m A s: c P. 1 0" J5 LPW NONSEC 4 k�� *tkREQDESTED SECTION N1.'N LUk* 4Aflf! .. - 10.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 NC QT .035 8.000 .055 20600.000 .045 20600.000 .100 20600. 000 .300 20600.000 .000 20600.000 .000 20600.000 .000 .000 .000 ^ E7 .000 3750.000 1650.000 2.100 .000 7.100 3750.000 20600.000 $585.000 20600.000 .000 X1 GR 18440.000 460.000 31.000 1000.000 5480.000 5585.000 10000.000 4500.000 5880.000 .000 .000 .000 �+ GR 440.000 2330.000 448.000 410.000 1300.000 2500.000 448.000 445.000 1800.000 1600.000 447.000 2250.000 .000 415.000 .000 23 00.000 GR 450.000 $350.000 451.000 5460.000 449.000 5480.000 448.000 (46.000 2750.000 $515.000 448.000 5250.000 GR GR 434.000 450.000 5535.000 5700.000 431.400 5545.000 431.400 5555.000 447.000 5560.000 440.000 451.000 5525.000 5585.000 GR 450.000 6700.000 450.000 447.000 5850.000 6780.000 448.000 466.000 6000.000 6780.000 450.000 6230.000 452.000 6500.000 GR 170.000 7650.000 .000 .000 450.000 6440.000 160.000 7440.000 .000 .000 .000 .000 .000 .000 NC ET .035 .000 .055 4000.000 .035 8250.000 .100 1.100 .300 .000 .000 .000 .000 ,00p 11 19330.000 61.000 5551.800 5965.000 .000 650.000 7.100 650.000 4000.000 650.000 5965.000 .000 .000 GR GR 454.000 446.000 3000.000 2410.000 450.000 145.000 I050.000 448:000 1070.000 447.600 .000 1750.000 .000 417.000 .000 2210.000 GR 445.000 2710.000 445.000 2450.000 2860.000 443.000 444.000 1600.000 2900.000 443.000 443.000 2670.000 445.000 2680.000 GR 446.000 2970.000 446.000 3020.000 445.000 3040.000 413.000 2920.000 3070.000 445.000 447.000 2960.000 3100.000 GR GR 446.700 447.000 3250.000 3650.000 447.000 446.000 3350.000 3710.000 447.000 3500.000 446.000 3550.000 444.000 3600.000 r, GR 446.000 4080.000 446.000 4160.000 446.000 446.000 3850.000 4450.000 447.000 445.000 3940,000 4550.000 447.000 4050.000 GR 1 447.000 4740.000 447.000 4800.000 447.300 $010.000 448.000 5040.000 446.000 448.000 1700.000 5280.000 03 -22 -94 15:55:06 PAGE 2 GR GR 448.000 448.000 5490.000 5860.000 448.000 445.000 5551.800 5870.000 431.700 5617.000 431.700 5777.000 448.000 $842.200 6R 453.000 5965.000 453.000 5975400 440.000 452.000 5880.000 6205.000 431.700 451.000 5897.000 6315.000 440,000 5915.000 GR GR 449.000 460.000 7035-ODD 8250.000 449.000 7135.000 450.000 7185.000 MAD 7915.000 450.000 455.000 6435.000 8215.000 .000 1000 .000 .000 .000 .ODD .000 .000 a NE 5.000 7350.000 .045 S704.000 .035 $996.000 .045 6070.000 .035 6190.000 .055 ET .000 .000 5208.000 .000 7350.000 .000 2.100 .000 .000 .000 7.200 .000 5208.000 .000 6190.000 .000 .000 n j9930.000 SS.000 5704.000 6190.000 800.000 550.000 600.000 .000 .000 .000 GR GR 454.300 448.000 1000.000 1220.000 450.000 448.000 1040.000 1320.000 448.000 1160.000 449.000 1190.000 .000 449.000 .000 1210.000 GR 419.000 1530.00o 447.200 1900.000 449.000 447.000 1330.000 2170.000 150.000 446.200 1460.000 2280.000 450.000 1520.000 GR GR 447.000 445.000 2540.000 447.000 3070.000 446.300 3240.000 446.000 3350.000 446.400 445.000 2420.000 3360.000 ~ GR 447.000 3370.000 1090.000 446.000 448.000 3380.000 4150.000 447.000 3460.000 47300 3750.000 447.000 4070.000 GR 448.500 $130.000 448.500 5400.000 448.%0 448.500 4300.000 5600.000 448.500 448.500 4660.000 5700.000 448.500 448.500 4960.000 .. GR GR 432.000 431.000 5770.000 432.000 5930.000 448.500 5996.000 448300 6050.000 448.500 5704.000 6070.000 GR 452.000 6110.000 6440.000 432.000 451.000 6130.000 6550.000 4374000 6150.000 453.000 6190.000 453.000 6220.000 GR 450.000 6920.000 451.000 7030.000 450.000 451.000 6650.000 7070.000 449.000 453.000 6840.000 7130.000 449.000 6900.000 460.000 7350.000 NC ET .055 .000 .055 1040.000 .035 1580.000 .100 2.100 .300 .000 2.100 .000 .000 .000 .000 .� .000 .000 .000 .000 .000 MAR -22 -94 TUE 17:24 66 AsMc . P 11 GR 20980.000 20.000 452.000 1000.000 1040.000 458.000 1413.000 1035.000 870.000 420.000 720.000 .000 .000 GR 432.300 1312.000 435.000 1365.000 458.100 440.000 1040.000 1385.000 458.000 450.000 1045.000 432.300 .000 1152.000 ,. GR 452.000 2405.000 1413.000 451.000 1420.000 454.000 2110.000 456.000 2460.000 458.000 2/80.000 460.000 525.000 a .000 1040.000 20990-000 1580.000 2.100 .000 2.100 1040.000 1580.000 oop 000 GR .000 1000.000 458.000 1035.000 458.100 1040400 458.000 GR GR 432.300 1312.000 435.000 1365.000 440.000 1US.000 450.000 1045.000 1413.000 432:300 1152.000 T GR 452.000 154.600 1432.000 1557.000 452.100 455.500 1457.000 2000.000 448.100 1473.000 448.100 1483.00 0 451.000 454.100 1420.000 1517.000 GR 156. 000 2160.000 158.000 2480.000 . 455800 460.000 2255000 . 255.000 455.000 2405.000 455.000 2440.000 .000 .000 .000 .000 .- E! XI 21260.000 10 48-000 26.000 1522.000 1048.000 2.100 1522.000 .000 2.100 ODO .000 GR 452.000 1000.000 158.000 1042.000 380.000 458.400 390.000 1048.000 380.000 458.000 .0 p .000 GR .. 0 432.500 1311.000 450.000 1382.000 455.500 1403.000 150.000 1054.000 1425.000 432.500 1148.000 GR 433.000 453.6 00 1480.000 1552. 000 435.000 1500.000 440.000 1510.000 454.000 1512.000 433.000 454.000 1455.000 1533.000 GR 455.900 1335.000 448.850 456.000 1571,000 2430.000 448.850 456.000 1581.000 2445.000 455.600 1635.000 455.600 1700.000 GR 460.000 2600.000 .000 .000 .000 456.000 2495.000 458.000 2563.000 .000 .000 .000 .000 .000 ET r. 11 .000 21635.000 1061.000 23.000 1408.000 1061.000 7.100 1408.000 .000 2.100 1061.000 1528.000 .000 .000 GR 452.000 1000.000 458.000 1055.000 340.000 458.600 400.000 1061.000 340.000 458.000 .000 1067.000 .000 Opp GR GR 433.700 451.500 1340.000 1573.000 435.000 1370.000 454.000 1408.000 454.800 1458.000 433.700 451.500 1165.000 1471.000 GR 454.900 1630.000 454.600 454.900 1584.000 1640.000 154.700 455.800 1594.000 454.800 1596.000 454.900 1600000 GR 456.000 2422.000 458.000 530.000 460.000 2100.000 570.000 155.000 2290.000 455.000 2355.000 1 .000 .ow .000 .000 03-22 -94 15:55:06 PAGE ] ET 11 21645.000 .000 1061.000 18.000 1408.000 1061.000 7.100 1408.000 .000 2.100 1061.000 1528.000 .000 .000 GR 452.000 1000.000 458.000 1055.000 10.000 458.600 10.000 1061.000 10.000 458.000 .000 1067.000 .000 .000 GR GR 433.700 152.000 1340.000 1800.000 435.000 1370.000 454.000 1408.000 155.800 1520.000 433.700 154.000 1165.000 1600.000 GR 456.000 2422.000 452.000 458.000 1800.000 2530.000 451.800 460.000 2100.000 570.000 452.000 2290.000 454.000 2355.000 .000 .000 .000 .000 Im RS 5.000 6780.000 .050 1300.000 .060 5094.000 .035 5460.000 .055 6610.000 .050 _ ET .000 .000 .000 5094.000 6780.000 .000 2.100 .ow .000 .000 7.100 .000 5094.000 .000 5460.000 .000 .000 X1 22370.000 GR 460.000 28.000 5094.000 1000.000 449.000 5460.000 880.000 480.000 880.000 .000 .000 .000 .000 .000 GR 450.000 2950.000 450.000 1300.000 3670.000 449.000 449.000 1750.000 4010400 448.000 1950.000 448.000 2550.000 GR GR 450.500 4970.000 450.500 $094.000 434.040 5160.000 448.000 434.040 4070.000 5220.000 449.500 434.040 4370.000 GR 432.500 454'500 5320.000 5460.000 435.000 5345.000 445.000 5360.000 446.000 5380.000 452.700 5280.000 5405.000 GR 457.000 6610.000 454.000 459.500 5870.000 6630.000 452.500 466.000 6310.000 6780.000 452.000 6480.000 453.500 6550.000 E 000 .000 .000 .000 .000 .000 .000 ' .000 .000 .000 .000 1 J .000 .000 .000 03 -22 -94 15:55:06 - PAGE 4 M fiR- 22 -`34 TUE IT: M4 Dowdty FindQr son & fissc - P - 1 .-. THIS RUN IIBCOTED 03 -22-94 lfiNk # #f!# folk!! ft #lil44kk #��i�tfuflkli # # #ki!! HIC2 RELEASE DATED 10 76 DPDATIP KAY 1984 IRAOR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 ISH -PC-YT VERSION kmm 1965 ilH4# fliM4# ffk}# #t!lf4kk44f4!! #kfukil4fflklfi4! TI DM0U CREEK - ENCROACMDm SSTA T2 DEMI'o)1 CRW - 100 YR DISCRAROI PROFILE MID T3 DMON CRUK TEYAS FILE: 92063ENC -DAT 18440.000 J1 ICBM INQ pro IDIR sm KBIRIC RVINS 5480.00 0. 6. 0. 0. .000000 .00 .0 J2 ]IMF IPLOI PRFvs 15ECv ISOM FN ALLDC 3750.00 15.000 .000 -1.000 .000 .000 .000 .000 1 03-22-94 15:55:06 N!!! H}} t} kkkkk}} } } # } }f } ##}fkkf }t4 }! }kikl4lkttiM so "WE DATED Nov 76 UMTID KAY 1984 IRAOR CORK - 01,02,03,04,05,06 FODIFICATION - 50,51,52,53,54,55,56' IN-PC-I? VERSION AUGUST 1985 / ik4 f4k## kff} if} kiiklilf4lM #4tfklktftilkkkk! / #kff Q NSEL FQ 0. 453.120 .000 IN CRHIK ITRACE .000 .000 .000 THIS RUN EII= 03 -22 -94 NOTE- ASTERISK ( AT LEFT of CROSS -stmay am INDICATES MESSAGE IN SWARM of RRRORS LIST DENTON CREEK, TEIAS summm PRIA'm PAGE 5 r -. SIM WEL DIFWSP SSTA MR sTcn STCHR MID Q IUIIK 18440.000 452.12 .00 3750.00 7046.00 5480.00 5585.00 3151.20 20600.00 431.40 18440.000 453.12 1.00 3750.00 SS85.00 5480.00 5585.00 1835.00 20600.00 431.40 19330.000 452.25 .00 4000.00 7512.82 5551.80 5965.00 3326.35 20600.00 431.70 19330.000 453.23 .98 4000.00 $965.00 5551.80 $965.00 1965.00 20600.00 431.70 19930.000 452.25 .00 5208.00 7084.74 5704.00 6190.00 1678.88 20600.00 432.00 19930.000 r 453.22 .98 5208.00 6190.00 5704.00 6190.00 982.00 20600.00 432.00. 20980.000 452.28 .00 1068.80 1491.93 1040.00 1413.00 423.13 20600.00 432.30 20980.000 r 453.25 .97 1064.78 1580.00 1040.00 1413.00 515.22 20600.00 432.30 20990.000 452.29 .00 1068.79 1527.64 1040.00 1413.00 458.85 20600.00 432.30 20990.000 453.26 .97 1064.77 1537.94 1040.00 1413.00 473.11 20600.00 432.30 r 21260.000 452.41 .00 1074.62 1520.63 1048.00 1522.00 421.81 20600.00 432.50 21260.000 453.35 .95 1071.13 1521.45 1048.00 1522.00 433.54 20600.00 432.50 21635.000 452.40 .00 1089.58 1528.00 1061.00 1408.00 375.78 20600.00 433.70 21635.000 453.35 .94 1085.77 1406.69 1061.00 1408.00 320.92 20600.00 433.70 2164S.000 452.40 .00 1089.57 1404.81 1061.00 1408.00 315.24 10600.00 433.70 21645.000 453.35 .94 1085.76 1406.69 1061.00 1408.00 320.93 20600.00 433.70 22370.000 452.64 .00 $094.00 6510.02 5094.00 5460.00 552.82 20600.00 432.50 22370.000 453.56 .91 5094.00 5431.17 5094.00 5460.00 337.17 20600.00 432.50 1 03 -22 -94 15:55:06 PAGE 6 DEM CREEK, TEIAS SLUM PRUITOL7 TABLK 110 SECNO CWSEL DIFW EG TOPKID VA QCd QROB PE OC STERCL STCKL STCRR STET " 18440.000 452.12 .00 452.20 3157.20 15258.89 2644.29 2696.83 3900.00 3750.00 5480.00 $585.00 7650. 18440.000 453.12 1.00 453.19 1835.00 18066.85 2533.15 .00 1835.00 3750.00 5480.00. 5585.00 5585. -- 19330.000 451.25 .00 452.28 3326.35 8333.97 11253.42 1012.60 4250.00 4000.00 5551.80 5965.00 8250. 19330.000 453.23 .98 453.16 1965.00 9628.97 10971.03 .00 1965.00 4000.00 $551.80 5965.00 5965.- 19930.000 452.25 .00 452.36 1678.88 1651.58 18286.88 661.55 2142.00 5208.00 5704.00 6190.00 7350.( 19930.000 453.22 .98 453.32 982.00 2197.74 18402.26 .00 982.00 5208.00 5704.00 6190.00 6190.( 20980.000 452.28 .00 452.50 423.13 .00 20589.25 10.75 540.00 1040.00 1040.00 1413.00 ISSM 20980.000 453.25 .97 453.44 515.22 .00 20534.13 65.87 $40.00 1040.00 1040.00 1413.00 1580.0 20990.000 452.29 .00 452.50 458.85 .DO 20469.82 130.18 540.00 1040.00 1040.00 1413.00 1580.0 �. 20990.000 453.26 .97 453.44 473.17 .00 20386.16 21344 540.00 1040.00 1040.00 1413.00 1580.0 21260.000 452.41 .00 452.58 421.82 .00 20600.00 DO 474.00 1048.00 1048.00 1522.00 1522.0 21260.000 453.35 .95 453.50 433.54 .00 20600.00 .00 474.00 1048.00 1048.00 1522.00 1522.0 21635.000 452.40 .00 452.68 375.78 .00 20578.39 21.61 467.00 1061.00 1061.00 1408.00 1528.0 21635.000 453.35 .94 453.60 320.92 .00 20600.00 .00 347.00 1061.00 1061.00 1408.00 4408.0 21645.000 452.40 .00 452.69 315.24 .00 20600.00 .00 467.00 1061.00 1061.00 1408.00 1528.0( 21645.000 151.35 .94 453.60 320.93 .00 20600.00 .00 347.00 1061.00 1061.00 1408.00 22370.000 152.64 .00 452.96 552.82 .00 20580.18 19.82 1686.00 5094.00 5094.00 5460,00 22370.000 453.56 .91 453.83 337.17 .00 20600.00 .00 366.00 5094.00 5094.00 S460.00 5 1 03 -22 -94 15:55:06 PAGE 7 SUMMARY OF ERRORS AND SPECIAL NOTES ^ 1 ^ 03 -22-94 15:55:06 PAGE 8 FLOWAY DATA S EEE DM% CR, TEXAS PROFILE Mo. 1 ^ --- - - -- PLODDWAY ---- -- WATER SURFACE RVATION STATION WIDTH SECTION NEON KITH WIT900T DIFFEREM ^ AREA VELOCITY FLOODWAY FLOODMAY 18440.000 1835. 94%. 2.2 45311 452.1 1.0 ^ 19330.000 1965. 16279. 1.3 453.2 452.2 1.0 19930.000 982. 9295. 2.2 453.2 452.2 1.0 20980.000 515. 6024, 3.4 453.3 452.3 1.0 " 20990.000 473. 6164. 3.3 453.3 452.3 1.0 21260.000 450. 6617. 311 453.3 452.4 .9 21635.000 321. 5123. 4.0 453.3 452.4 .9 ^ 21645.000 321. 5123. 4.0 453.3 452.4 .9 22370.000 337, 4674. 4.2 453.5 452.6 .9 03 -22 -94 15:55:09 PAGE 1 ^ THIS RUN EXECUTED 03 -22 -94 ltlff# tiff! lffk!! f# }ttk!!!ltff!ltfkf!!! }!litffk!!f .� REC2 RELEISE DATED IN 74 UPDATED NAY 1984 ERROR CORR - 01,02,03,04,OS,06 MODIFICATION - 50,51,52,53,54,55,56 INN-PC -TT VERSION AUGUST 1985 t! #ttttftli t# tit! !!!N!!t #!k!!!!! fklklH!!!tk!!!t! r. Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas Appendix E FIS Duplicate Effective Multi - Profile HEC -2 Model I r r ri I FOREST r • HEC -2 WATER SURFACE-PROFILE$.,. • _.. • U.S. ARMY CORPS OF ENGINEERS - ' " * HYDROLOGIC ENGINEERING CENTER • Version 4.6.2;" May 1991 • k * 609 SECOND 8?REET, SUITE D • • RUN DATE 09SEP99 TIME 08:50:21 • • . DAVIS, CALIFORNIA 95616 -4687 (916)756 off,• „f.f faeL H.., t..,. u,,,♦ 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 09SEP99 08:50:21 PAGE I ..ff..• „ff.. ;, If..f f1,• THIS RUN EXECUTED 09SEP99 08:50:21 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ..1tf,.,lff.tf ttR.tl,,..f 41,11kfJ 1ffR T1 DWTON CREEK - PROPSED CONDITION (EXISTING RUNOFF.) ='- T2 DWTON CREEK -.:10 YR DISCHARGE PROFILE T3:. DENTON CREEK - TEXAS - FILE: POREST.DAT -. J1 ICHECK '.. INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 0 2 0 0 0 �0 0 449.70 J2 .NPROF IPLOT PRFVS - XSECV - XSECH PH ALLDC IBW CHNIM ITRACE 1 0 1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT - 38 1 43 39 26 4 21 22 42 43 54 NC .035 .055 .045 .1 .3 QT 4 12800: 18200. 20600 36200 - FEMA CROSS SECTION X1 18440 33 5480. 5588;`:. 10000 4500 5880 X3 . 0 0. 0 3750 ' 470` -, 7650 470 '� GR 460 1000 448 1300 - 448 - ' 1800 447”' 2250 445 2300:. GR 440 2330. 440 2500,.' 445.. OR 450... 53531,.. 951.__. 5460:. 2600 " - 448 2750 448 5250`- .. 449 5480' - 446 551$ _ 440 5525_” GR 434 5535 431.4 - 5545 431.4 5555 ___ 447 - 5560 - 451' - f 5583- _ GR 450 57" 450 5850 448 5920 - 448- 6125 450 6130 OR 450 6500 448. 6508 448 6515 450 6520 452 6522 OR 454 7100 460 7440 476 7650 NC .035 .055 .035 .1 .3 Xi 19330 65 5551.8 5965 650 650 650 X3 0 0 0 4000 470 8250 470 GR 454 1000 .450 1050 448 1070 447.6 1750 447 2210 GR 446 2410 445 2450 443 2600 443 2670 445 2680 GR 445 2710 445 .:2860 444 2900 443 2920 445 2960 GR 446 2970 446 3020 445 - 3040 443 3070 447 3100 GR 446.7 3250 447 3350 447 3500 446 3550 '444 3900 GR .447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280 GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 5777 448 5842.2 OR 448.0 5860 445 5870 440 5880 431.7 5897 440 5915 1 09SEP99 08:50:21 PAGE 2 GR 453 5965 453 5975 452 6205 451 6315 450 6435 GR 450 6800 450 6840 449 6845 450 6850 450 6892 GR 452 6942 454., 6990 455 7915 455 8215 460 8250 NR 5 .045 5704 .035 5996 .045 6070 .035 6190 .055 NH 7350 X1 19930 55 5704 6190 800 550 600 X3 0 0 0 5208 470 7350 470 GR 454.3 1000 450 1040 448 1160 449 1190 449 1210 GR 448 1220 448 1320 449 1330 450 1460 450 1520 GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 GR 447 2540 447 3070 446.3 3240 446 3350 445 3360 GR 445 3370 446 3380 447 3460 447.5 3750 447 4070 GR 447 .4090 448 4150 448.5 4300 448.5 4660 448.5 4960 GR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 GR A32 .. -. 5770 -432 5930 448.5 5996 448.5 6050 448.5 6070 GR 437 6110 432 6130 437 6150 453 6190 453 6220 GR 452 6440 451 6550 450 6650 449 6840 449 6900 GR, 450 6920, 451 7030 452 7070 453 7130 460 7350 NC .055 .055 .035 .1 .3 X1 20980 20 1040 1413 870 420 720 X3 - 0 0 0 1040 470 1580 452.7 GR 452 1000 458 1035 458.1 1040 458 1045 432.3 1152 GR 432.3 1312 435 1365 440 1385 450 1413 451 1420 GR 452 1432 452.7 1580 452 1711 451.5 2000 450.8 2255 GR 452 2405 454 2440 456 2460 458 2480 460 2525 - X1 20990 23 1040 1413 10 10 10 X3 1040 470 1457 452.1 GR 452 1000 458 1035 458.1 1040 458 1045 432.3 1152 GR 432.3 1312 435 1365 440 1385 450- 1413 451 1420 GR 452 1432 452.1 1457 448.1 1473 448.1 1483 454.1 1547 GR 454.6 1557 455.5 2000 455.8 2255 455 2405 455 2440 GR 456 2460 458 2480 460 2525 - X1 21260 26 1048 1522 380 390 380 X3 0 0 0 1046 470 1522 454 GR 452 1000 458 1042 458.4 1048 458 1054 432.5 1148 GR 432.5 1314 450 1382 455.5 1403 450 1425 433 1455 GR 433 1480 435 1500 440 1510 454 1522 454 1533 GR 453.6 1552 448.85 1571 448.85 1581 455.6 1635 455.6 1700 GR 455.9 2335 456 2430 456 2445 456 2495 458 2563 GR - 460 2600 - O1' 4.000 12800 18200 20600 36200.:. X1 21635 23 1061 1408 340 400 340 - -- - - X3 1061 470 1458 454.8 GR 452 1000 458 1055 458.6 1061 458 1067 433.7 1165 GR 433.7 1340 435 1370 454 1408 454.8 1458 451.5 1471 GR 451.5 1573 454.6 1584 454.1 1594 454.1 1596 454 1600 1 09SEP99 08:50:21 PAGE 3 GR 454.9 1630 455 1640 455.8 2100 455 2290. 455 2355 GR 456 2422 458 2530 460 2570 - X1 21645. 18 1061 1408 10 10 10 X3 1061 470 1528 455.8 GR 452 1000 458 1055 458.6 1061 458 1067 433.7 1165 GR 433.7 1340 435 1370 454 1408 455.8 1520 454 1600. GR. 452 1800 452 1800 451.8 2100 452 2290- 454 "2355 GR. 456 2422 .458 2530 460 2510 - NH 5 .05 1300 .06 5094 .035 5460 .055 6610 .05 NH 6780 X1' 22370 28 5094 5460 880 480 880 X3 5094 470 5460 454.5 GR 460 1000 449 1300 449 1750 448 1950 448 2550 GR 450 2950 450 3670 449 4010 448 4070 449.5 4370 GR 450.5 4970 450.5 5094 434.04 5160 434.04 5220 434.04 5280 GR 432.5 5320 435 5345 445 5360 446 5380 452.7 5405 GR 454.5 5460 454 5870 452.5 6310 452 6480 453.5 6550 GR 457 6610 459.5 6630 466 6780 NC .055 .055 .035 1 .3 NH: 5 .055 5468.04: .035 5694.28 ._055- 6610 .035 7000 ":055 X1� 23800 52 6610 :7000 720 680 1430 X3.. 5467 470 7000 '454 GR 465 1000 460_ 1110 457 1190 456 .1280 455 1340 GR, 455 1480 454 1590 453. 1740 452' '1860 451 1950 Glk 450 2110 449 :2820- 449 2850 450 3280 450 3300 GR 450 3350 450 3410' :451 3440 451= 3540 451 3630 GR 451 4140 450.4 4190 451 4240 '451' .4380 450.6 4900 GRr 451 5280 451 5380 451.42 - 5468.04 434.68 5535. 434.68. 5625 GR 452 5694.28 454 5820 454 5940 455.. 5970 _.455 6310 GR "454 6390 455 6'410 455 6510 450 6610 '450 6620" GR 440 6640 433.3 :6660 -' 440 6680 450 6700 454 7000 GR 453 7070 454 7239 454 7240 450 7280 455 7350 GR- 460 7470 470: 7550 - NH- 5 0.055 5260 0.035. 5510 0.055 6340 0.035 6940 0.055:. NH 12560 X1- 24400 -43 5260 6940 130 230 - 550 -. X3.., -5260 '470 6940 470 GH'- .465 :1060. 460 3040 457.5 1090 459.5 3140 452 .1200 GR 452 1240 457 1290 452 1340 450.5 1540 450 1700 GR,. 450 1440 449 2200 450 2790 450 }250 151 3340 _ GR 452 3870 451 4930 451 -5000 X452 5220 459:5 5240 GR- 459.2 5260 452.3 `5280:: 4952 -5310 4 3 .5365 433.5` .5145 GR 451.5 5510 453 5600 4%.S 5950 453 '6340 446 6490 GR " -:' 431..5 6640 452'. 6820 456 6940 451.8 7120 459 7430 GL 459.,9 7670 458 9020 457.5 9340_ 458 9440 458..5 9940 - :,-- .09SEP99 08:50:21 PAGE 4 GR 457 11240 457.5 12240 458 12560 NC .055 .055 .035 .100 .300 NH 5 .055 4188.16 .035 4424.38 .055 5060 .035 5200 .055 NH 6690 X1 24700 53 5060 5200 610 80 350 X3 4187.0 470.0 5200.0 470.0 OR 465.0 1000.0 462.0 1120.0 462.0 1140.0 460.0 1230.0 460.0 1300.0 OR 457.0 1410.0 455.0 1550.0 454.0 1650.0 453.0 1870.0 452.0 2080.0 OR 451.0 2180.0 450.0 2260.0 451..0 2630.0 451.0 2910.0 451.0 2980.0 OR 452.0 3180.0 452.0 3340..0 452.0 3530.0 453.0 3800.0 453.0 4000.0 OR 453.0 4110.0 453.0 4188.16 435.04 4260.0 435.04 4350.0 453.63 4424.38 OR 454.0 4450.0 455.0 4480.0 455.0 4510.0 454.0 4780.0 454.0 4800.0 OR 455.0 4850.0 451.0 5000.0 451.0 5060.0 440.0 5140.0 433.9 5155.0 OR 440.0 5170.0 456.0 5200.0 456.3 5260.0 456.6 5300.0 456.9 5400.0 OR 457.0 5630.0 458.4 5800.0 459.0 5900.0 459.4 5970.0 459.7 6050.0 OR 459.9 6140.0 459.0 6360.0 458.5 6410.0 458.3 6480.0 458.7 6500.0 OR 459.2 6580.0 460.0 6670.0 462.0 6690.0 NC 01055 0.065 0..035 0.100 0.300 X1 25530 90.0 2495.2 2742.67 700.0 560.0 700.0 X3 2494.0 470.0 2742.67 470.0 OR 469.5 500.0 460.5 600.0 455.6 700.0 452.9 800.0 450.4 900.0 OR 449.9 1000.0 451.1 1100.0 450.6 1200.0 451.3 1300.0 450.8 1400.0 OR 451.0 1500.0 451.4 1600.0 451.6 1700.0 451.5 1800.0 452.7 1900.0 OR 453.1 2000.0 453.4 2100.0 454.2 2200.0 454.3 2300.0 455.0 2400.0 OR 455.33 2495.2 436.63 2570.0 436.63 2627.2 434.5 2630.0 434.4 2670.0 OR 454.8 2742.67 453.5 2780.0 454 - .0 2820.0 470.0 2020.0 470.0 2880.0 OR 455.0 2880.0 454.7 2905.0 454.7 2935.0 455.3 2965.0 470.0 2965.0 OR 470.0 3020.0 456.5 3020.0 456.5 3030.0 470.0 3030.0 470.0 3090.0 OR 456.8 3090.0 456.8 3100.0 470.0 3100.0 470.0 3160.0 456.8 3160.0 OR 456.9 3170.0 470.0 3170.0 470.0 3240.0 457.8 3240.0 457.8 3250.0 OR 470.0 3250.0 470.0 3315.0 457.9 3315.0 457.9 3325.0 470.0 3325.0 OR 470.0 3385.0 457.8 3385.0 457.8 3395.0 470.0 3395.0 470.0 3455.0 OR 458.1 3455.0 458.1 3465.0 470.0 3465.0 470.0 3525.0 457.2 3525.0 OR 457.2 3540.0 470.0 3540.0 470.0 3590.0 457.0 3590.0 455.9 3620.0 OR 455.9 3650.0 456.9 3680.0 470.0 3680.0 470.0 3750.0 457.6 3750.0 OR 457.6 3765.0 470.0 3765.0 470.0 3825.0 458.0 3825.0 458.0 3840.0 OR 470.0 3840.0 470.0 3905.0 458.4 3905.0 458.4 3920.0 470.0 3920.0 OR 470.0 3980.0 458.7 3980.0 458.7 4000.0 470.0 4000.0 470.0 4600.0 X1 25770 70.0 2495.2 2780.0 240.0 240.0 240.0 X3 2494.0 470.0 2780.0 470.0 OR 469.5 500.0 460.5 600.0 455.6 700.0 452.9 800.0 450.4 900.0 OR 449.9 1000.0 451.1 1100.0 450.6 1200.0 451.3 1300.0 450.8 1400.0 OR 451.0 1500.0 451.4 1600.0 451.6 1700.0 451:5 1800.0 452.7 1900.0 OR 453.1 2000.0 453.4 2100.0 454.2 2200.0 454.3 2300.0 455.0 2400.0 OR 455.33 2495.2 436.73 2570.0 436.73 2650.0 434.6 2660.0 434.6 2710.0 OR 456.0 2780.0 456.8 2845.0 470.0 284S.0 470.0 2920.0 456.8 2920,.0 OR 456.8 2940.0 470.0 2940.0 470.0 2990.0 456.8 2990.0 456.8 3010.0 OR 470.0 3010.0 470.0 3060.0 456.8 3060.0 457.2 3095.0 470.0 3095.0 1 09SEP99 08:50:21 - PAGE OR 470.0 3145.0 457.2 3145.0 457.6 3165.0 470.0 3165.0 470.0 3210.0 OR 457.6 3210.0 457.8 3230.0 470.0 3230.. - 0 470.0 3280.0 457.8 3280.0 OR 457.8 3300.0 470.0 3300.0 470.0 3350.0 457.8 3350.0 457.7 3370.0 OR 470.0 3370.0 470.0 3420.0 457.7 3420.0 457.3 3440.0 470.0 3440.0 OR 470.0 3490.0 457.3 3490.0 457.1 3510.0 470.0 3510.0 470.0 3540.0 OR 457.1 3540.0 456.0 3555.0 456.0 3590.0 459.6 3600.0 470.0 4360.0 OT 4.0 13300.0 18900.0 21300.0 36200.0 NH 5.00 0.055 2619..58 0.035 2818.65 0.055 2900.00 0.035 3100.00 0.055 7 i -1 I - -1 1 -1 1 _"IN I -- __1 1` -1 1 -'"1 1 -1 f -'-I ! .7 I' _ F=1 f 1 ' 7 5 NH 5200 .055 0.06 2319 X1 26830 42,0 2619.58 3100 ".0. X3 - J - 2619.58. GR � 464.9 550.9} 461.9 600.01 " GR ` 451.7 1000..0 451.3 1100.0 GR. 452.8 1500.0 452.8. 1600.0 GR 453.3. 2000.0 454.2 2100.0 GR 455.9 2500.0. 457.6 2600,0 GR 456.91 2818.65 457.8 2900.0 GR 436.5 3062.0 452.0 3100.0 GR 442.0 3500.0 442.0 3650.0 GR. - 461.9 5100.0 465.0 5200.0., NR 5.000. 0.055 2416.98 0.0350 NH 5100 1245.0 461.5 1300.0 X1 28080 40.0 2417.0 2941.0" X3 455.5 2100.0 456.3 2417.0 GR 466.0 1019.0 463.3 1100.0 GR 460.1 1400.0 459.9 1500.0 GR 455.6 1800.0 453.1 1900.0 GR 455.4 2300.0 455.8 2400:0 GR 457.61 2609.7 457.7 2700.0. GR 435.3 2900.0 458.4 2941.0. GR,,. 456.0 - 3180.0 454.0 3400.0 GR 452.0 3720.0 452.0 3900.0 OT 4.0 NH_ 5 NH 5400 X1 " 28870 X3 GR 470 GR 454 GR 457 GR 457.2 GR 459.3 OR 452 GR :: 456 GR 473 1 69SEP09 NC NH 5 NH 5100 Xi 29610 X3 GR 470 GR' 462.2 GR 454.7 GR 455.1 GR 460 GR 452 GR 450 GR 470 HH 5 NH 7100 X1 30570 X3 GR 470.2 13300.0 18900.0 21300.0 0.06 2319 0.035 36 2319 2810 2060.73 2470 2319 900 460 1495 2000 454.8 2070 2319 437.5 2397 2521.8 454.7 2580 2750 459.3 2810 3270 452 3300 4850 460 4880 -- 5400 2356 437.6 08:50:21 450 2650 1030.0 470.0 459.1 451.2- 452.41. 454.4 457.35 451.6 454.0 442.5 2609.7 850.0 470.0 463.2 459.2 453.5 455.94 456.1 456.2' 452.0 460.0 36200.0 2521 610 470 456 453.2 437.5 437.6 458 452 461.4 - 1050.0- 0.1 0.3 0.055 2060.73 0.035 2253 " 36 2060.73 2470 650 800.0 - 2055. 470 520 468.5 600 466.8 " 1000 460.5 1100 457.8 1500 455.5 1600 456 2000 455.65 2060.73 437.83 2296 437.4 2356 437.6 2530 450 2650 449. 3140, 460 - 32100 464 5100 3920.0 456.3 4000 -.0 0.055 3445..18 0.035 3642.39 59 -' 3445.18. ,. 900 900.0 3024 1600 ' 468.2 "- 1700 466.8 960._0 1050.0- 5200.0 470.0 - -- 700.0. 455.9 800.0 452.9 900.0 1200.0. 450.9 1300.0 451.1 1400.0 1700.0 453:1 1800:0 453.1 1900._4 2200. - 0 455.3 2300.0 456.0 2400.0: 2619.58 436.74 2702.0 436.74 2738.0 3000.0 448.7 3005,0 436.3 3027.0 3200.0 452.0 3230.0 452.0 3290.0 3920.0 456.3 4000 -.0 460.0 4250.0 0.0550 2700.0 0.035 2941.0 0.055 1000.0 900.0 5100.0 470.0 1200.0 460.0 1245.0 461.5 1300.0 1600.0 458.0 1659.0 457.1 1700.0 2000.0 455.5 2100.0 456.3 2200.0 2416.98 437.10 2492.0 437.18 2528.0 2800.0 453.3 2838.0 435.2 2865.0 2963.0 458.3 3000.0 457.4 3100.0 3500.0 452.0 3620.0 452.0 3680.0 4150.0 460.7 5000.0 464.9 5100.0 0.06 2580 0.045 2750 0.055 900 610 5400 470 1695 456 1790 454 1930. 2100 457 2140 457 2190'" 2420 437.5 2443 457 2521 2600 436.3 2630 451.5 2670 3010 456 3090 454 3200- 4340 452 4620 454 4680 4950 - 46713 - 5010 46914 5214,.,. 0.055 2296 0.035 2440 0.055 800 650 -- 5100 470 700 464.6 800 463.8 900 1200 456.5 1300 455.6 1400 1700 454.7 1800 454.8 1900 2132 437.83 2168 459.15 2253 2389 458.6 2440 458.7 2470 2790 450 3030 450. 3070 - 3240 465.3 4900 461 5000. 0.055 3756 - 0.035 3850` - 0.055 ^ .900 - 900- _ 7100 470 1800 465.4 1900 463.6 2000; C OR 461.8 2100 458.5 2200 458.2 2300 457.5 - 2400 457.8 OR 456.5 2600 456.2 2700 456.3 2800 455.6 2900 455.8 .2500 3000 OR 456.1 3100 456.1 3200 456.6 3300 457.3 3400 457.43 3445.18 OR 438.23 3522 438.23 3558 459.33 3642.39 459.5 3700 455.9 3756 OR 439.8 3778 439.8 3812 456.7 3850 458.2 3870 451.4 3884 OR 455.5 3924 459.2 3940 460 3950 460 4020 450 4150 OR 450 4300 450 4480 460 4600 460.2 5200 460.1 5300 OR 460.1 5400 459.8 5500 459.8 5517 459.1 5600 459.1 5700 OR 459.1 5800 459.6 5900 459.9 6000 459.9 6100 459.7 6200 OR 460.1 6300 460.4 6400 461 6500 462.2 6600 462.9 6700 OR 464.1 6800 465.4 6900 467.6 7000 470.1 7100 NC .055 .055 .035 X1 .31230 71 3387 3,837 620 700 620 X 3387 470 7100 470 OR 464.9 1000 466 1100 463 1200 463 1300 463.2 1400 OR 462.5 1500 463 1600 462.6 1700 4462.4 1755 462.3 1770 OR 462.2 1800 462.1 1819 462.1 1834 461.3 1900 460.1 2000 OR 459.6 2100 459 2200 459.4 2272 458.4 2800 457.9 3154 OR 457.9 3213 457.9 3234 458.4 3300 459.79 3387.03 438.55 3472 OR 438.55 3508 457.196 3582.58 456 3614 438.6 3646 438.1 3661 OR 438.5 3672 459.4 3708 460 3800 460.8 3837 460.3 3869 OR 459.4 3904 459.7 4000 459.1 4100 458 4200 457.5 4236 OR _ 456 - 4260 454.8 4276 455.1 4300 455.4 4400 456.9 4500 OR 457.1 4600 458.7 4700 459.6 4800 459.8 4900 460.2 5000 OR 460.2 5100 460.3 5200 461 5300 460.1 5400 460.3 5500 OR 460.4 5600 460.3 5700 460 5800 460 5900 460.8 6000 OR 460.4 6100 460.5 6200 460.6 6300 460.8 6400 461.3 6500 OR 461.8 6600 462.4 6700 464.4 6800 465.6 6900 467.6 7000 OR 470 7100 1 09SEP99 08:50:21 - -- .PAGE 7 -NC .055 .055 .035 X1 32150 40 3400 3525 900 950 920 X3 3040 470 6180 470 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 - 460.5 2680 459 2900 459 3100 460 3200 OR 461.5 3300 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 - 43.50 - 453.5 4380 457.5 4400 458 4520 461 4720 OR 461 5110 462 ,5200 462 5460 464 5800 470 6180 NC .055 .055 .015 .3 .5 - - NH 5 ..055 3390.5 .015 3539.5 .055 4366 .02 4411 NH 5'34 .05 . - Xl 32200 62 3390.5 3539.5 50 50 'S0 - X3 3050 470 5734 470 BT -9 3380 465 463 3552 465 463 3600 466 0 BT 0 3740 464 0 3880 463.6 0 3960 464 0 - BT 0 4190 466 0 -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 .4.61.5 2222 459.5 2430 459.5 2520 OR 460.5 .2610 456.5 2611 460.5 2635 461 3000 462 3280 OR 465 3380 460 3j81 461.5 3390.5 450 3425 -446.5 3432 OR 463 3432.01 463 3434.99 445 -.3435 - 435 3435 -435 3475 OR .445 3495 463 3445.01 463 3497:99 :446.5 3498 450 3505 OR 461.5 3539.5 - 460 3550 465 3552 466 3600 464 3740 OR 463.6 3880 4464 3960 466 4190 - A66.9 4340 465.4 4340 OR 463.5 :.4340 452.8- ,. - 465.4 4365 - '465.4 4366 450.7 4366 f.-1 i _._I I_ I 1 e 11 1 - . - 1 1 1 1` 7 1 , _._-1 1 - ". "1 I .,."Y 1 _._1 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 Xl '`32230 50 50 50 X2 I X3 3050 470 6180 470 QT 4 9400 13200 14900 36200 NC .055 .055 .045 .1 .3 Xi 32250 41 3400 3525 1 1 1 X3 3040 470 6180 470 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 1 Q9SEP99 08:50:21 PAGE 8 GR 470 6180 NH _. 6 .05 1323 .055 1740 .06 2110 .045 2325 .055 NH 3570 .05 4000 X1 32305 53 2110 2325 55 55 55 GR 470 50 470 50 470 50 470 50 470 50 GR 467 50 466 ,135 465 220 465 ,1323 461 1335 GR 461 1740 461 1740 461 1740 . 462 1825 463 1890 GR 464 1975 465 2045 465 2110 464 2125 -463 2140 GR_ 460 2160 455 2175 450 2204 445 2218 440 2225 GR 437.7. 2232 438. 2239 440 2245. 445 2253 450 2263 GR - 455 2281 460 2325 461 3050 460 3140 459 3180 GR 458 3200 457 3218 455 3265 452 3283 451 3289 GR 451 3292 452 3308 455 3329 459 3350 460 3360 GR 461 3369 462 3400 461 3570 462 3910 463 3930 GR 464 3940 465 3970 470 4000 NH 6 .05 1273 .055 1568 .06 1940 .045 2150 NH 3840 .05 3960 .055 X1 - 32725 53 1940 2150 380 520 420 GR 470 0 470 0 470 0 470 0 470 0 GR _ 465 0 464 90 465 180 465 1273 - 461 1285 GR 461 1568 453 -1592 453 1842 464 1895 464 1895 GR .463 .1.1940 460 1960 455 1981 450 2002 445 2018 GR - -" 440 2025 -. 439 -2030 438.2, 2040 439 2050 ''"440 2053 GR 445 " "461 2070 450 - 2080 455 2090 460 2124 461 2150 GR 2165 461 2500 463 2700 463 2805 460 2885 GR 459 3350 455 3605 452 3615 455 3628 459 3632 GR 459 3677 458 3681 457 3689 457 3694 458 3702 GR 459 3710 460 3825 461 3840 462 3850 463 3865 GR - 464 3875 465 3890 470 3960 1 09SEP99 - 08:50:21 PAGE 9 SECNO DEPM CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK SLEV "Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM= SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 1 0 CCHV= .100 CEHV= .300 ' SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= 3900.000 ELENCL- 470.00 ELENCR= 470.00 18440.000 18.30 449.70 .00 449.70 449.95 .25 .00 .00 449.00 12800.0 8017.9 3995.2 786.9 2624.7 699.3 424.0 .0 .0 451.00 00 3.05 5.71. 1.86. .035 .045 .055 .000 431.40 3750.00 .002611 10000. 5880. 4500. 0 0 0 .00 1975.68 6519.25 CCHV= .100 CEHV= .300 ' SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 6.54 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE- 1 TARGET= 4250.000 ELENCL= 470.00 ELENCR= 470.00 19330.000 18.36 450.06 .00 .00 - .450.09 .04 .12 .02 448.00 12800.0 3738.5 9060.0 1.5 4953.0 5105.5 28.9 103.2 32.8 453.00 .12 .75 1.77 .05. .035 .035 .055 .000 431.70 4000.00 .000061 650. 650. 650. 2 0 0 .00 2418.17 6893.30 1490 NH CARD USED - SECNO 19930.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE- 1 TARGET= 2142.000 ELENCL= 470.00 ELENCR= 470.00 19930.000 18.07 450.07 .00 .00 450.15 .08 .05 .01 448.50 12800.0 343.0 12416.8 40.2 781.4 5435.3 185.9 229.8 62.4 453.00 .20 .44 2.28 .22 .045 - .032 .055 .000 432.00 5208.00 .000097 800.. 600. 550. 2 0 0 .00 1260.51 6928.29 1 09SEP99 08:50:21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANE ELEV 0 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= .100 CEHV= .300 - SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 540.000 ELENCL- 470.00 ELENCR= 452.70 20980.000 17.83 450.13 .00 .00 450.24 .11 .08 .01 458.10 A 1_ �3 l.__a 1 " f'7 1""I r . - 1 -„�1 1 . ""1 f-1 F - -- I -- - f_ PAGE 10 12800.0 .0 12800.0 .0 .28 .00 2.68 .00 .000117 870. 720. .420. 'SECX6 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 ELENCL= 470.00 ELENCR- 452.10 20990.000 17.83 450.13 .00 12800.0 .0 12800.0 .0 .28 .00 2.68 .00 .000117 10. 10. 10. 'SECNO 21260.000 3265 DIVIDED FLOW 3470.' IMXROACHMENT STATIONS= 1048.0 ELSNO,L= 470.00 ELENCR= 454.00 2120.000 17.70 450.20 .00 12800.0 .0 12800.0 .0 .32 .00 2.41 .00 .000106 380. 380. 390. 'SECNG 21635.000 .0 4783.5 .1 323.0 75.5 450.00 000 .035 .055 .000 432.30 1077.78 0 0 - 0 .00 336.12 1413.89 1457.0 TYPE. 1 TARGET = .00 450.24 .11 .0 4784.2 .1 .000 .035 .055 0 0 0 1522.0 TYPE- 1 TARGET= .00 450.29 .09 .0 5309.0 .0 .000 .035 .000 2 0 0 417.000 .00 00 458.10 324.1 75.5 450.00 .000 432.30 1077.77 .00 336.14 1413.91 474.000 .04 .00 458.40 368.1 78.7 454.00 .000 432.50 1082.77 .00 394.49 1519.74 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET= 397.000 ELBWCL= 470.00 ELENCR- 454.80 21635.000 16.50 450.20 .00 .00 450.35 .15 .04 .02 458.60 12800.0 .0 12800.0 .0 .0 4142.7 .0 405.0 81.4 454.00 35 .00. 3.09 .00 .000 .035 .000 .000 433.70 1098.46 .000165 340. 340. 400. 2 0 0 .00 301.94 1400.40 1 09SEP99 08:50:21 SECNO DEPTH CWSEL CRIWS WSELK SO HV HL GLOSS L -BANE ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELKIN SSTA SLOPE XLOBL XLCH XLOSR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 21645 - .000 3470'iNCROACHNENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET= 467.000 ELENCL= 470.00 BLENCH- 455.80 21645.000 16.50 450.20 .00 .00 450.35 .15 .00 .00 456.60 12800.0 .0 12800.0 0 .0 4143.1 .0 _ 405.9 81.5 454.00 .35 .00 3.09 00 .000 d .035 .000 .000 433.70 1098.46 .000165 30. 10. 10. - 0 O 0 .00 301.94 1400.40 1490 NH CARD USED 'SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET- 366.000 ELENCL= 470.00 ELENCR= 454.50 22370 000 17.85 450.35 .00 .00 450.52 .17 16 .01 450.50 12860.0 .0 12800.0 .0 .0 3875.5 .0 486.9 87.6 454.50 43 .00 3.30 00 .000 .035 .000 .000 432.50 5094.61 .000206 880. 880. 480. 2 0 0 .00 301.61 5396.22 PAGE 11 0 CCHV- .100 CEHV= .300 1490 NH CARD USED • SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE= 1 TARGET= 1533.000 ELENCL= 470.00 ELENCR= 454.00 23800.000 17.29 450.59 .00 .00 450.85 .27 .31 .03 450.00 12800.0 10706.5 2093.5 .0 2447.5 799.9 .0 583.9 96.6 454.00 .50 4.37 2.62 .00 .035 .035 .000 .000 433.30 5471.37 .000376 720. 1430. 680. 2 0 0 .00 363.16 6744.13 1490 NH CARD USED • SECNO 24400.000 3265 DIVIDED FLOW 1 09SEP99 08:50:21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH )[MR WPN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.82 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET= 1680.000 ELENCL= 470.00 ELENCR= 470.00 24400.000 19.38 450.88 .00 .00 450.95 .07 .07 .02 459.20 12800.0 .0 12800.0 .0 .0 6106.4 .0 631.2 101.7 470.00 .55 .00 2.10 .00 .000 .035 .000 .000 431.50 5313.34 .000114 130. 550. 230. 2 0 0 .00 619.05 6810.14 CCHV= .100 CEHV= .300 1490 NH CARD USED - *BE= 24700.000 3265 DIVIDED FLOW 3302 WARNING CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .58 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET= 1013.000 ELENCL= 470.00 ELENCR= 470.00 24700.000 16.94 450.84 .00 .00 451.08 .24 08 .05 451.00 12800.0 10048.9 2751.1 .0 2420.9 954.3 .0 676.5 106.3 470.00 59 4.15 2.88 .00 .035 .035 .000 '.000 433.90 4196.80 .OD0340 610. 350. 80. 2 0 0 .00 345.59 5190.33 CCHV= .100 CEHV= .300 • SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET= 248.670 ELENCL. 470.00 ELENCR. 470.00 PAGE 12 - ..__ - .. 25530.000 16.62 451.02 .00 .00 451.45 .43 .32 06 455.33 12800.0 .0 12800.0 .0 .0 2435.9 .0 723.2 1 110.8 '470.00 - .62 .00 5;25 .00 .000 .035 .000 .000 434.40 2412.43 .000627 700. 700. 560. 2 0 0 - ,00. 216.78 2729.21 'SECNO 25770.000 1 09SEP99 08:50:21 PAGE 13 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROS ALOB ACH ARDS VOL TWA R -BANK ELEV TINE VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE= 1 TARGET= 286.000 ELENCL= 470.00 ELENCR= 470.00 25770.000 16.70 451.30 .00 .00 451.58 .28 .11 .02 455.33 12800.0 .0 12800.0 .0 .0 3041.1 .0 738.3 112.1 470.00 .64 .00 4.21 .00 .000 .035 .000 .000 434.60 2511.39 .000366 240. 240. 240. 2 0 0 .00 253.25 2764.64 1490 NH CARD USED -. 'SECNO 26830.000 - 3265'DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.58 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= 1 TARGET- 2580.420 ELENCL. 470.00 ELENCR= 470.00 26830.000 15.48 451.78 .00 .00 451.84 .06 .23 .02 457.35 13300.0 0. 5849.2 7450.8 .0 2483.4 5295.1 863.2 125.7 452.00 .79 .00 2.36 1.41 .000 .035 .055 .000 436.30 2641.85 .000159 1030. 1050. 960. 2 0 -0 .00 937.91 3973.81 1490 NH .CARD USED - -: 'szom 28080.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 3470 ENCROACHMENT STATIONS= 2417.0 5100.0 TYPE- 1 TARGET= 2683.000 ELENCLg 470.00 ELENCR =- 470.00 28080.01D0 16.57 451.77 .00 .00 452.25 .48 29. 13 470.00 13300.0 .0. 13300.0 .0 .0 2401.3 .0 974.4'. 138.7 458.40 .84 .00 5.54 .00 .000 -..035 .000 .000 435.20 2433.64 - ,000848 850. 900. 1000. 2 0 0 .00 241.69 2929.24 1 09SEP99 08:50:21 PAGE 14 SECNO ,. DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 QLOB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV - TIM VLOB VCH VROB XNL XNCH XNR WPN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST 1490 NH CARD USED 'SECNO 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2319.0 5400.0 TYPE= 1 TARGET= 3081.000 ELENCL= 470.00 ELENCR= 470.00 28870.000 16.09 452.39 .00 .00 452.80 .42 .54 .01 457.00 13300.0 0 13072.6 227.4 .0 2505.0 523.2 1014.2 156.4 459.30 87 .00 5.22 43 .000 .038 .055 .000 436.30 2337.46 ..000933 610. 610. 900. 2 0 0 .00 1636.39 4631.52 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 29610.000 - 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2055.0 5100.0 TYPE= 1 TARGET= 3045.000 ELENCL= 470.00 ELENCR= 470.00 29610.000 15.64 453.04 00 .00 453.26 .22 .44 .02 455.65 13300.0 .0 10763.1 2536.9 .0 2597.4 1959.4 1075.1 178.9 458.70 .93 .00 .4.14 1.29 .000 .035 .055 .000 437.40 2071.18 ..000486 650. 650. 800. 2 0 0 .00 909.98 3161.26 1490 ME CARD USED -4 SECN0 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE= 1 TARGET- 3655.000 ELENCL- 470.00 ELENCR= 470.00 30570.000 15.26 453.49 .00 .00 453.81 .32 .52 .03 457.43 13300.0 .0 11232.6 2067.4 .0 2311.9 1305.5 1159.5 195.4 460.00 .98 .00 4.86 1.58 .000 .033 .055 .000 438.23 3460.93 .000708 900. 900. 900. 2 0 0 .00 683.70 4521.92 1 09SEP99 08.:50:21 PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3387.0 7100.0 TYPE= 1 TARGET= 3713.000 ELENCL= 470.00 ELENCR= 470.00 31230.000 15.77 453.87 .00 .00 454.38 .51 .51 .06 470.00 13300.0 .0 13300.0 0 0 2313.0 .0 1202.9 1202.3 460.80 1.01 .00 5.75 '.00 .000 .035 .000 .000 438.10 3410.70 .000949 620. 620. 700. "1 0 0 .00 239.15 3696.48 ___J LJ [A L 3 1-2 1 - : f:�:a [ _:::] [r_I 1 .- "l l:'"7 f ---- r' 1 [ _ 71 [" Cv 1 'SECNO 32150.000. .. 3265 DIVIDED FLOW - 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= ELENCL- 470.00 ELENCR= 470.00 32150.000 17.47 454.47 .00 .00 455.67.. 1.20 13300.0. .0. 13224.9 .75.1 0 1501.0 -54.0 1.04 .00 8.81 1.39 .000 .035 .055 .001503 900. 920. 950. 2 0 0 CCHV= .300 CEHV= .500 1490 NH CARD USED 'SECNO 32200.000 3265 DIVIDED FLOW 3301 `HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD = - 463.60 MAX ELLC- * "• *•" 3470 ENCROACHMENT STATIONS- 3050.0 5734.0 TYPE= 1 TARGET - 1 09SEP99 08:50:21 - SECNO DEPTH CWSEL CRIWS WSELE EG HV Q - QLOB QCH QROB ALOE ACH ARDS TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLQ,BL XLCH XLOBR ITRIAL IDC ICONT ELENCL= 470.00 ELENCR= 470.00 32200.000 19.04 454.04.00 .00 456,22 .2.18 13300.0 .0 12877.7 422.3 0 1073.0 90.5 1.04 .00 12.00 4.67 .000 °.015 ...020 .000963 50. 50. 50. 2 0 - 0 'SECN0..32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD- 463.60 MAX ELLC- *' * *'•" 3470 ENCROACHMENT STATIONS= 3050:0 6180.0 TYPE = - °> 1 TARGET. ELENC4= 470.00. ELENCR= .470.00 32M;D00 19.15 454.15 .00 .00 456.28 2.13 53300 ,.0 .0 1'2661.4 418.6 .0 1083.8 93.9 1.04 - ".00 11.87 '4.67 .000 .015 .020 .000939 50. - 50. - 50 2 - 0 - 0 -. CCHV= .100 CEHV= .300 'SEgN0 32250,.000 3140.000 1.08 .21 460.50 1243.8 206.4 460.00 .000 437.00 3406.93 .00 144.42 4384.85 2684.000 PAGE 16 HL OLOSS L -BANK ELEV VOL TWA R -BANK ELEV WTN ELMIN SSTA CORAR TOPWID E14DST .06 .49 461.50 1245.3 206.5 461.50 .000 43$.00 3412.87 .00 129.01 4393.81 3130.000 .OS 02 461.50 1246.7 206.7 461.50 .000 435.00 3412.54 .00 - -- 130 - .13 - 4394702 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 ELENCL= 470.00 ELENCR= 470.00 32250.000 .18.98 455.98 .00 9400.0 .0 9228.3 171.7 1.04 .00 5.53 1.53 .000896 1. 1. 1. 1490 NH CARD USED * SECNO 32305.000 1 09SEP99 08:50:21 6180.0 TYPE= 1 TARGET - .00 456.45 .47 .0 1669.5 112.3 .000 .045 .055 3 0 0 3140.000 00 17 460.50 1246.7 206.7 460.00 .000 437.00 3405.19 .00 156.03 4392.40 PAGE 17 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH. AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265. DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS - 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO : .37 32305.000 17.68 455.38 .00 .00 456.85 - 1.47 .11 .30 465.00 9400.0 .0 8615.8 784.2 .0 855.7 174.2 1248.5 206.9 460.00 1.05 .00 10.07 4.50 .000 .045 .055 .000 437.70 2173.85 .006585 55. 55. 55. 3 0 0 .00 185.59 3331.02 1490 NH CARD. USED ' SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.53 32M.660 19.41 457.61 .00 00 457.86 .25 .89 .12 463.00 9400.0 2650.4 6312.7 436.9 1236.5 1346.9 -321.8 1267.5 211.0 461.00 1.08 2.14 4.69 1.36 .060 .045 .055 .000 438.20 1578.16 .OQ1628 380. 420. 520. 2 0 0 .00 630.82 3698.91 1 09SEP99 08:50:21 PAGE 18 TS DENTON CREEK - PROPOSED CONDITION (EXISTING RUNOFF) T2 DENTON CREEK - 50 YR DISCHARGE PROFILE T3 DENTON CREEK - TEXAS FILE: FOREST.DAT 7 1 -- Al a _7 I :_-] ! l r_::j f :a 1 ►tea 1 IA L-A 111 1 `1 C-:::3 f' - _ - _I L-:3 S1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 0 0 0 450.50 S2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 2 0 1 1 09SEP99 .08:50:21 PAGE 19 SECNO DEPTH CWSEL CHINS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST `PROF 2 0 CCHV= .100 CEHV= .300 `SSCN0 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET- 3900.000 ELENCL = - 470.00 ELENCR- 470.00 18440.000 19.10 450.50 .00 450.50 450.70 .20 .00 .00 449.00 18200.0 12828.1 3859.6 1512.4 3925.0 778.8 936.5 .0 .0 451.00 - 00 3.27 4.96 1.61 .035 .045 .055 .000 431.40 3750.00 ..001805'. 10000. 5880. 4500. 0 0 0 .00 2649.88 6520.50 CCHV .100 CEHV= .300 `SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.56 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET= 4250.000 ELENC.= 440.00 ELENCR= 470.00 - - 19330.000 19.11 450.81 .00 .00 450.87 .05 .15 .01 448.00 18200.0 6257.2 11852.8 90.0 6132.7 5412.1 423.9 131.4 38.7 453.00 .10 1.02 2.19 .21 .035 .035 .055 .000 431.70 4000.00 .000087 650. 650. 650_. 2 0 0- .00 2531.33 6912.30 1490 NH CARD USED `SOCUO 19930.000 324i5;: DIVIDED PLOW 3470: ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= 2142.000 ELENCL- 470.00 BLENCH= 470.00 19930.000 18.83 450.83 00 .00. 450.96 ..13 .07 .02 448.50 18200.0 831.7 .17185..7 182..6 .1157.6. 57"11 463.1 ...281.1 ._70.0 453AQ. .16 72 2.96 .39 - .045 .032 .055 ;000 432..00 5208.00 .000154 800. 600. ,550. .2 0 0 ,.00 1421.69 7011.,72 , 1 09SEP99 08:50:21 PAGE 20 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TINE VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV- .100 CEHV= .300 'SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 540.000 ELENCL= 470.00 ELENCR= 452.70 20980.000 18.61 450.91 .00 .00 451.11 .20 .13 .02 458.10 18200.0 .0 18199.3 7 .0 5048.4 2.9 384.6 83.9 450.00 .22 .00 3.60 .23 .000 .035 .055 .000 432.30 1074.50 .000200 870. 720. 420. 0 0 0 .00 - 344.90 1419.40 'SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET= 417.000 ELENCL= 470.00 ELENCR= 452.10 20990.000 18.61 450.91 .00 .00 451.11 .20 .00 .00 458.10 18200.0 .0 18199.3 .7 .0 5047.2 2_9 385.8 84.0 450.00 .22 .00 3.61 .22 .000 .035 .055 .000 432.30 1074.52 .000200 10. 10. 10. 0 0 0 .00 344.86 1419.37 'SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE- 1 TARGET= 474.000 ELENCL+ 470.00 ELENCR= 454.00 21260.000 18:53 451.03 .00 .00 451.19 .16 .07 .00 458.40 18200.0 .0 18200.0 .0 .0 5641.6 .0 432.4 87.2 454.00 .25 .00 3.23 .00 .000 .035 .000 .000 432.50 1079.70 .000181 380. 380. 390. 2 0 0 .00 404.78 1519.45 'SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET= 397.000 ELENCL= 470.00 ELENCR= 454.80 21635.000 17.33 451.03 .00 .00 451.30 .27 .08 .03 458.60 18200.0 .0 18200.0 .0 0 4395.6 .0 471.6 90.0 454.00 . 28 .00 4.14 .00 .000 .035 .000 .000 433.70 1095.11 .000281 340. 340. 400. 2 0 0 .00 306.95 1402.06 09SEP99 08:50:21 - PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 21645.000 - - - 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE- 1 TARGET= 467.000 ELENCL= 470.00 ELENCR= 455.80 21645.000 17.33 451.03 .00 .00 451.30 .27 .00 .00 458.60 18200.0 .0 18200.0 .0 .0 4396.3 .0 472.6 90.1 454.00 .28 .00 4.14 .00 .000 .035 .000 .000 433.70 1095.10 .000280 10. 10.,. 10. 0 0 0 .00 306.96 1402.06 149D NH CARD USED •S8CNO 22370.000 3470 ENCROACHMENT STATIONS- 5094.0 5460.0 TYPE= 1 TARGET= 366.000 ELENCL= - 470.00 ELENCR= 454.50 22370.000 18.78 451.28 .00 .00 451.58 .30 .27 .01 450.50 18200.0 .0 18200.0 0 .0 4159.1 .0 559.0 96.3 444.50 33. 00 4.38 .00 .000 .035 .000 .000 432.50. 509t.00 .000337 880. 880.. 480. 2 0 0 .00 305.70 5399.70 CCHV- .100 CEHV= .300 - 1490 NH CARD USED •SECNO 23800.000 3265 DIVIDED FLOW _- 3470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE= 1 TARGET= 1533.000 ELENCL= 470.00 ELENCR= 454.00 23800.000 18.37 451.67 .00 .00 452.12 .44 .50 .04 450.00 18200.0 15422.0 2778.0 .0 2712.8 989.7 .0 665.9 107.0 454.00 39 5.68 2.81 .00 .035 .035 .000 .000 433.30 5467,00 .000597 720_ 1430. 680. 2 0 0 ,00 475,00 6825;54 1480,NH CARD USED - '524460.000 3265 DIVIDED FLOW 1 09SEP99 08:50:21 _ - PAGE 22 SBCNO DEPTH CWSEL CRINS. WSELK EG RV HL OLOSS L -BANK ELEV Q QLOB OCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO 1.86 3470- nxa%amw STATION$: 5260.0 6940.0 TYPE- 1 TARGET- 1680.000 SLUICE. 470.00 -BLENC1[ =. 470.00 24400.000 20..65 452.15 .00 .00 452.26 .11 .11 .03 459.20 14,200.0 0- }8200.0 0 .0 6938.0 .0 720.0 113.3 470.00 .43 00 2.62 .00 .000 .034 .000 .000 431.50 5294.95 ,.000173. .130. 550. 230. 2 0 G .00 720.39 6824.52 CCHV= .100 CEHV- .300 1490 MH CARD USED •SECNO 24700.000 _. 3265 AIVIDED FLOW - -- - -- - -_. 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET= 1013.000 ELENCL- 470.00 ELENCR= 470.00 24700.000 18.20 452.10 .00 .00 452.46 .35 .12 .07 451.00 18200.0 13995.4 4204.6 .0 2790.0 1120.4 .0 771.9 119.0 470.00 .46 5.02 - 3.75 .00 .035 .035 .000 .000 433.90 4191.74 .000483 610. 350. 80. 2 0 0 .00 460.66 5192.70 CCHV= .100 CEHV= .300 •SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE- 1 TARGET= 248.670 ELENCL- 470.00 ELENCR= 470.00. 25530.000 - 17.92 452.32 .00 .00 453.01 .69 .46 .10 455.33 ,18200.0_ .0 18200.0 .0 .0 2723.3 .0 825.2 124.5 470.00 .49 .00 6.68 .00 .000 .035 .000 .000 434.40 2507.24 .000927 700. 700. 560. 0 0 0 .00 226.59 2733.83 •SECNO 25770.000 1 09SEP99 08:50:21 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK ED RV HL OLOSS L -HANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL )INCH XNR WIN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE= 1 TARGET= 286.000 ELENCL. 470.00 ELENCR= 470.00 25770.060 18.16 452.76 .00 .00 453.20 .44 .16 .03 4S5.33 19200.0 .0 18200.0 .0 .0 3418.7 .0 842.1 125.9 470.00 .50 .00 5.32 .00 .000 .035 .000 .000 434.60 2505.52 .000530 240. 240. 240. 2 0 0 .00 263.90 2769.42 1490 NH CARD USED .. •SECNO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.73 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= 1 TARGET= 2580.420 ELENCL-- 470.00 ELENCR= 470.00 26830.000 17.17 453.47 .00 .00 453.54 .07 .30 .04 457.35 18900.0 0 7765.9 11134.1 .0 2956.3 6618.4 991.9 142.0 452.00 :66 .00 2.63 1.68 .000 .035 .055 .000 436.30 2635.08 .000190 1030. 1050. 960. 2 0 0 .00 1149.39 3%3.61 1490 NH CARD USED _ *SECNO 28080.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS - . -- ^. r - .•.-tr a i f ' - °'7 r �'1 r . ^ °. f"'.7 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO : .43 3470 ENCROACHMENT STATIONS. 2417.0 5100.0 -TYPE= 1 TARGET- 2683.000 ELENCL- 470.00 ELENCR= 470.00. . 28080.000 18.23 453.43 .00 .00 454.06 .63 .35 .17 470.00 18900.0 .0 18206.6 693.4 .0 2817.7 656.6 1135.1 163.5 458.40 68 .00 6.46 1_06 .000 .035 .055 .000 435.20 2427.01 .001042 850. 900. 1000. 2 0 0 .00 778.40 3944.78 09SEP99 08:50:21 .. PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED •SEC.NO 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2319.0 5400.0 TYPE= 1 TARGET= 3081.000 ELENCL= 470.00 ELENCR= 470.00 28870.000 18.06 454.36 .00 .00 454.64 .28 .55 .03 457.00 18900.0 - .0 14642.3 4257.7 .0 3062.7 3388.1 1218.0 188.6 459.30 .72 .00 4.78 1.26 .000 .038 .055 .000 436.30 2329.52 000710 610. 610. 900. 2 0 0 .00 1831.90 4711.50 CCHV- .100 CEHV= .300 - 1490 NH CARD USED •SECNO 29610.000 3265 DIVIDED FLOW ., 3470 ENCROACHMENT STATIONS= 2055.0 5100.0 TYPE- 1 TARGET= 3045.000 ELENCL= 470.00 ELENCR= 470.00 29610.000 17.42 454.82 .00 .00 455.05 .23 .40 .01 455.65 .18900.0 .0 13578.1 5321.9 .0 3098.9 3127.4 1323.8 213.2 458.70 .78 .00 4.38 1.70 .000 .035 .055 .000 437.40 2064.05 - 000481 650. 650. 800. 2 0 0 .00 961.76 3173.74 1490 NH CARD USED �SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE= 1 TARGET= 3655.000 ELENCL= 470.00 BLENCH= 470.00 30570.000 17.04 455.27 .00 .00 455.61 .33 .53 .03 457.43 18900.0 .0 14579.5 4320.5 .0 2822.3 2086.7 1438.9 231.1 460.00 .83 .00 5.17 2.07 .000 .033 .055 .000 438.23 3453.82 .000727 900. 900. 900. 2 0 0 .00 769.78 4543.25 09SEP99 08:50:21 - __ PAGE 25 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -HANK ELEV Q QLOB QCH OROS ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3387.0 7100.0 TYPE= 1 TARGET= 3713.000 ELENCL= 470.00 ELENCR= 470.00 31230.000 17.47 455.57 .00 .00 456.31 .74 .58 .12 470.00 18900.0 .0 18873.5 26.5 .0 2735.7 51.9 1495.6 240.0 460.80 .86 .00 6.90 .51 .000 .035 .055 .000 438.10 3403.91 .001215 620. 620. 700. 2 0 0 .00 404.44 4411.38 ' SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32150.000 19.25 456.25 .00 .00 458.08 1.83 1.44 .33 460.50 18900.0 .0 18588.2 311.8 .0 1700.0 141.9 1544.5 246.9 460.00 .88 .00 10.93 2.20 .000 .035 .055 .000 437.00 3404.88 .002090 900. 920. 950. 2 0 0 .00 233.06 4393.74 CCHV- .300 CEHV= ..500 1490 NH CARD USED �SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= ......•• 1 3470 ENCROACHMENT STATIONS= 3050.0 5734.0 TYPE= 1 TARGET= 2684.000 09SEP99 08:50:21 - PAGE 26 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SETA SLOPE XLOBL XLCH XLGBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELENCL- 470.00 ELENCR= 470.00- 32200.000 20.69 455.69 -.00 .00 458.80 3.10 - .08 .64 461.50 .18900.0 .0 17952.0 948.0 .0 1244.0 147.1 1546.4 247.1 461.50 88 .00 14.43 6.44 .000 .015 .020 .000 435.00 3407.90 .001334 50. 50. 50. 2 0 0 .00 145.86 4397.85 � _.• �.. -...� � ..._7 � - .^ 1 r ! _^_ f_.,.,i, 1_'^"1 r_'^"1 /_' 1_.' -'7 1 ._ " " f '"" 1 I `. "."_ 1 .. "' 1 .._.s., 1 .. -�.. 1 ... _' 1 a -SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= *'• * *••' 3470 ENCROACHMENT STATIONS= - 3050.0 6180.0 TYPE= 1 TARGET= 3130.000 ELENCL- 470.00 ELENCR= 470.00 32250.000 20.99 455.99 .00 .00 458.92 2.92 .06 .05 461.50 18900.0 .0 17891.7 1008.3 .0 1276.4 158.5 1548.0 247.3 461.50 .88 .00 - 14.02 6.36 .000 .015 ..020 .000 435.00 3407.01 .001249 - 50. 50. 50. 2 0 0 .00 148.83 4398.35 CCRV= .100 CEHV= .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET- 3140.000 ELENCL= 470.00 ELENCR= 470.00 32250.000 21.61 458.61 .00 .00 459.15 .55 .00 .24 460.50 13200.0 .0 12171.4 1028.6 .0 1977.4 674.0 1548.1 247.3 460.00 .88 .00. 6.16 1.53 .000 .045 .055 .000 437.00 3402.17 :000970 1. 1. 1. 3 0 0 .00 683.14 4560.60 1490 NH CARD USED *SECNO 32305.000 1 09SEP99 08:50:21 PAGE 27 SECNO DEPTH CWSEL CRIWS WEEK EG HV HL OLOSS L -BANK ELEV 0 GLOB OCH GROB ALOH ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST - 3265 DIVIDED FLAW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .48 32305.000 20.69 458.39 .00 .00 459.39 1.00 .10 .14 465.00 13200.6 .0 10689.7 2510.3 .0 1241.2 524.4 1550.9 247.9 460.00 .89 .00 8.61 4.79 .000 .045 .055 .000 437.70 2164.83 .004195 55. 55. ,55. 2 0 0 .00 300.59 3346.80 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV- CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.40 32725.000 21.72 459.92 .00 .00 460.10 .17 .62 .08 463.00 13200.0 4490.2 6994.0 1715.8 1917.9 1694.3 1263.4 1584.0 257.0 461.00 .92 2.34 4.13 1.36 .060 .045 .055 .000 438.20 1571.23 .000731 380. 420. 520. 2 0 0 .00 1362.31 3816.09 1 09SEP99 08:50:21 T1 DEMON CREEK - PROPOSED CONDITION (EXISTING RUNOFPI T2 DENTON CREEK - 100 YR DISCHARGE PROFILE T3 DENTON CREEK - TEXAS FILE: FOREST.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL PQ 0 4 0 0 .000452 0 0 0 450.70 J2 NPROF IPLOT PRFVS XSECV XSECH PM ALLDC IBM CHNIM ITRACE 3 0 -1 1 09SEP99 08:50:21 SECNO DEPTH CWSEL CRIWS WSELK EG MV HL -OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 3 CCHV= .100 CEHV= .300 `SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= 3900.000 ELENCL= 470.00 ELENCR= 470.00 18440.000 20.71 452.11 .00 450.70 452.19 .08 .00 .00 449.00 20600.0 15160.6 2633.8 2805.6 6694.3 947.0 2430.8 .0 .0 451.00 .00 2.26 2.78 1.15 .035 .045 .055 .000 431.40 3750.00 .000454 10000. 5880. 4500. 0 0 4 .00 2803.63 6553.63 CCHV= .100 CEHV= .300 *SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.75 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET- 4250.000 ELENCL- 470.00 ELENCR- 470.00 19330.000 20.53 452.23 00 .00 452.27 .04 .08 .00 448.00 20600.0 8558.4 11581.0 460.6 8340.1 5991.8 1383.7 192.4 41.5 453.00 12 1.03 1.93 .33 .035 .035 .055 .000 431.70 4000.00 .000060 650. 650. 650. 2 0 0 .00 2757.45 6946.46 1490 NH CARD USED 'SECNO 19930.000 3265 DIVIDED FLOW PAGE 28 PAGE 29 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE. RANGE, KRATIO = .69 3470 ENCROACHMENT STATIONS =. 5208.0 7350.0 TYPE- I TARGET= 2142.000 ELENCt- 470.00 ELENCR= " 470.00 19930.000 20.24 452.24 00 00 452.35 .11 .05 .02 448.50 20600.0 1648.4 18292.6 658.9 1854.5 6476.9 1253.5 388.5 75.9 453.00 .19 .89 _2.82 53 ..045 .033 .Q55 .000 432.00 5208.00 .000126 800. 600. 550: 2 _ -0 0 - .00 1677.00: 7084.34 I 09SEP99 08:50:21 PAGE 30 SECNO DEPTH CWSEL CRIWS WSELK EG KV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITEM IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 'SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE = 1 TARGET- 540.000 ELENCL =. 470.00 ELENCE= 452.70 - 20"0.000 19.98 452.28 00 .00 452.49 .22 .11 .03 458.10 20600.0 .0 20589.4 10.6 0 5513.6 29.9 512.3 91.4 450.00 .24 .00 " 3.73 .36 .000 .035 .055 .000 432.30 1068.83 .000195 870. 720. 420. 2 0 0 .00 421.72 1490.55 • SECNO 20990.000 3470 F24CROACHNElTT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET= 417.000 ELJaM 470.00 ELENCR= 452.10 20990.000 19.98 452.28 .00 .00 452.50 .22 .00 .00 458.10 20600.0 .0 20588.8 11.2 0 5514.2 32.7 513.6 91.5 450.00 .24 .00 3.73 .34 .000 .035 .055 .000 432.30 1068.82 .000195 10. 10. 10. 0 0 0 .00 419.09 1488.71 •SECW 21260.000. 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE- 1 TARGET= 474.000 ELENCL= 470.00 ELENCR= 454.00 21260.000 19.90 452.40 .00 .00 452.57 .17 .07 .00' 458.40 20600.0 .0. 20600.0 0 .0 6208.8 .0 564..9 95.2 454.00 27 .00 3.32. .00 .000 .035, .000 .000 432.50 1074.64 .000178 380. 380. 390. 2 0 0 .00 421.74 1520.63 • SECN0.. 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET- 397.000 ELENCL= 470.00 ELENCR= 454.80 . - - 21635 - .000 18.70 452.40 .00 -:00 452.60 .28 .07 .03 45$:60 20600_0 . 2060Q.0 _ _._. __0 4820.1 - -_..0 W.9 90.1.... 454 - .88 - --`- `.30 .00. 4.27 .00. .000. ,035 :000 .000 433.70 1089.60 .000274 340. 340. 400. 2 0 0 .00 315.19 1404.79 1 09SEP99 08 :50:21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV .TIME VLOB VCH VROB XNL )INCH XNR WIN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET= 467.000 ELENCL= 470.00 ELENCR= 455,80 21645.000 18.70 452.40 .00 .00 452.68 .28 .00 .00 458.60 20600.0 .0 20600.0 .0 .0 4821.1 .0 609.0 98.1 454.00 .30 .00 4.27 .00 .000 .035 .000 .000 433.70 - 3089.59 .000274 10. 10. 10. 0 0 0 .00 315.20 1404.80 1490 NH CARD USED ' SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET= 366.000 ELENCL= 470.00 ELENCR= 454.50 22370.000 20.14 452.64 .00 .00 452.95 .31 .26 .01 450.50 20600.0 .0 20600.0 .0 .0 4577.3 .0 704.0 104.5 454.50 .35 .00 4.50 .00 .000 .035 .000 .000 432.50 5094.00 .00322 880. 880. 480. 2 0 0 .00 310.77 5404.77 CCHV= .100 CEHV= ` .300 1490 NH CARD USED .. • SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE= 1 TARGET= 1533.000 ELENCL= 470.00 ELENCR= 454.00 23800.000 19.73 453.03 .00 .00 453.44 .41 .46 .03 450.00 20600.0 17184.8 3415.2 .0 3118.4 .1351.4 .0 827.1 117.7 454.00 .41 5.51 2.53 .00 .035 .035 .000 .000 433.30 5467.00 .000528 720. 1430. 680. 2 0 0 .00 670.10 6927.35 1490 NH CARD USED *SECNO 24400.000 3265 DIVIDED FLOW - 09SEP99 08:50:21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELNIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO = 1.79 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 - TYPE =- 1 TARGET= 1680.000 ' -- ELENCI,w 470.00 ELENCR= 470.00 - PAGE 31 PAGE 32 77n =n 7n 24400.000 21.97 453.47 .00 .00 453.57 .10 20600.0 .0 20600.0 .0 .0 8021.7 .0 .45 .00 2.57 .00 .000 .031 .000 '5000165 .130. 550. 230. 2 0 0 CCHV= .100 CEHV= .300 1490 NH CARD USED ' SECNO 24700.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET= ELENCL- 470.00 ELENCR= 470.00 24780.000 19.53 453.43 .00 .00 453.75 .32 20600.0 15581.6 5018.4 .0 3264.4 1297.8 .0 .48 4.77 3.87 .00 .035 .035 .000 .000433 610. 350. 80. 2 0 0 CCHV= .100 CEHV= .300 • SECNO 25530.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET= ELENGL= 470.00 ELENCR= 470.00 25530.,QO0 - 19.17 453.57 .00 .00 454.30 .73 20600.0 .0 20600.0 .0 .0 3012.6 .0 51 .00 6.84 .00 .000 .035 .000 .000896 700. 700. 560. 2 0 0 1 09SEP99 08:50:21 .10 .03 459.20 890.9 126.2 470.00 .000 431.50 5276.60 .00 947.16 6664.14 62 1013.000 .11 .07 451.00 951.2 133.3 470.00 .000 433.90 4187.00 .00 522.85 5195.18 69 248.670 .42 .12 455.33 1012.0 139.4 470.00 .000 434.40 2502.24 ..00 236.04- 2736.29- SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 25770.000 3470. BNCROACHDOW STATIONS- 2494.0 2780.0 TYPE- 1 TARGET - 286.000 ELSNCL. '476.00 ELENcR= 470.00 25770.000 19.41 454.01 .00 .00 454.48 .47 .16 .03 455.33 20600.0- ` - .0 ` '00 .20600.0 �. 0 0 3754:3 ' =.0 1030.7 140.8 970.00 .52 5.49 .00 .000 .035 .000 .000 434.60 2500.49 .000520 240. 240. 240. 2 0 0 .00 273.02 2773.51 1490 NH CAM,,. . USED ` SBCNO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO�= 1.83 PAGE 33 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= 1 TARGET= ELENCL- 470.00 ELENCR= 470.00 26830.000 18.43 454.73 .00 .00 454.80 .06 21300.0 .0 8431.6 12868.4 .0 3353.4 7726.8 .66 .00 2.51 1.67 .000 .035 .055 .000166 1030. 1050. 960. 0 0 0 1490 NH CARD USED ' SECNO 28080.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCROACHMENT STATIONS= 2417.0 5100.0 TYPE= 1 TARGET= ELENCL• 670.00 ELENCR= 470.00 28080.000 19.52 454.72 .00 .00 455.24 .52 - 21300.0 .0 19248.9 2051.1 .0 3174.2 1404.0 .71 .00 6.06 1.46 .000 .035 .055 .000906 850. 900. 1000. 2 0 0 1 09SEP99 08:50:21 SECNO DEPTH CWSEL CRIWS Q QLOB QCH OROS TIME VLOB VCH - VROB SLOPE XLOBL XLCH XIgBR 1490 NH CARD USED 'SEM40 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2319.0 ELENCL= 470.00 ELENCR= 470.00 28870.000 19.23 455.53 .00 21300.0 .0 14166.8 7133.2 ,77 .00 4.13 1.36 .000500 610. 610. 900. CORY= .100 CEHV= .300 1400`'NH CARD USED 'SECM0 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2055.0 ELENCL= 470.00 ELENCR= 470.00 29610.000 18.43 455.83 .00 21300.0 .2 14457.7 6842.0 .83 .19 4.25 1.79 .000422 - 650. 650. - 800. 1490 NH CARD USED ` SECNO 30570.000 2580.420 .27 .04 457.35 1201.5 157.8 452.00 .000 436.30 2630.05 .00 1221.33 3990.91 .43 2683.000 .30 .14 470.00 1373.7 182.1 458.40 .000 435.20 2421.86 .00 956.18 3984.99 WSELK EG HV HL ALOB ACH AROB VOL XNL XNCH XNR WTN ITRIAL IDC ICONT CORAR 5400.0 TYPE= 1 TARGET= .00 455.71 .19 0 3431.6 5260.1 .000 .037 .055 2 0 0 5100.0 TYPE= 1 TARGET= .00 456.04 .21 1.2 3402.5 3814.3 .055 .035 .055 2 0 0 OLOSS L -BANK ELEV TWA R -BANK ELEV ELMIN SSTA TOPWID ENDST 3081.000 .44 .03 457.00 1488.8 210.9 459.30 .000 436.30 2324.88 .00 2035.29 4810.14 3045.000 .32 01 455.65 1623.2 237.6 458.70 .000 437.40 2055.00 .00 996.20 3180.84 PAGE 34 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE= 1 TARGET= 3655.000 ELENCL= 470.00 ELENCR- 470.00.. - 30570:000 18.00 - 456.23 .00 .00 456.54 .31 .47 .03 457.43 21300.0 .0 15749.7 5550.3 .0 3131.1 2546.0 1756.4 256.4 460.00 .88 .00 5.03 2.18 .000 .033 .055 .000 438.23 3449.94 .000657 900. 900. 900. 1 0 0 .00 817.52 4554.88 1 09UP99 0$:50:21 - -" PAGE 35 SECNO DEPTH CWSEL CHINS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 3387.0 7100.0 TYPE- 1 TARGET= 3713.000 ELENCL= 470.00 ELENCR= 470.00 31330.000- "18.37 ". 456.47 .00 .00 457.24 .77 .56 .14 470.00 21300.0 .0 21077.5 222.5 .0 2975.5 215.3 1822.0 266.4 460.80 .91 .00 7.08 1.03 .000 .035 .055 .000 438.10 3400.32 ".001273 620. 620.. 700. 2 0 0 .00 499.38 4471.25 •SECNO 32150..000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470> ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= '1 TARGET- 3140.000 ELZWL= - 470.00 ELENCR- 470.00 32150.000 20.12 457.12 .00 .00 459.12 2.00 1.51 .37 460.50 21300.0 .0 20710.6 589.4 .0 1801.2 255:4 1877.6 274.5 460.00 .93 .00 11.50 2.31 .000 .035 .055 .000 437.00 3403.88 .002206 900. 920. 950. 2 0 0 .00 257.30 4398.12 CCHV= .300 CEHV= .500 1490 NM CARD USED •SUM 32200.000 32& DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS .- - - 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD= 463.60 MAX ELLC= ..... •• 3470. ENCROACHMENT,STATIONS= 3050.0 -.. 5734.0 TYPE- - 1 TARGET= 2684.000 - 09SEP99 08:50:21 " -" PAGE 36 - SECNO Q TIME SLOPE ELENCL. 32200.000 21300.0 .93 .001399 DEPTH QLOB VLOB XLOBL 470.00 21.55 .0 .00 50. -SECNO 32230.000 3265 DIVIDED FLOW CWSEL CRIWS QCH QROB VCH VROB XLCH XLOBR iLENCR= 470.00 456.55 .00 20038.8 1261.2 14.96 6.97 50. 50. WSELK EG HV HL OLOSS L -HANK ELEV ALOB ACH AROB VOL TWA R -BANK ELEV XNL XNCH XNR WTN ELKIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST .00 459.87 3.31 .09 .66 461.50 .0 1339.4 181.0 1879.6 274.7 461.50 .000 .015 .021 .000 435.00 3405.31 2 0 0 .00 154.48 4399.30 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD- 463.60 MAX ELLC= •' * +• * *• 3470 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE- 1 TARGET= 3130.000 ELENCL- 470.00 ELENCR= 470.00 32230.000 21.91 456.91 .00 .00 460.00 3.09 .07 .07 461.50 21300.0 0 19963.0 1337.0 .0 1380.1 195.9 1881.4 274.9 461.50 .93 .00 14.46 6.83 .000 .015 .021 .000 435.00 3404.25 .001294 50. 50. 50. 2 0 0 .00 158.05 4399.90 CCHV= .100 CEHV= .300 ' SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE- 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32250.000 22.80- 459.80 .00 .00 460.27 .46 .00 .26 460.50 14900.0 46.2 12554.7 2299.1 80.4 2123.4 1573.1 1881.5 274.9 460.00 .93 .57 5.91 1.46 .055 .045 .055 .000 437.00 3040.00 .000846 1. 1. 1. 3 0 0 .00 1123.49 4640.20 1490 NH CARD USED - SECNO 32305.000 1 09SEP99 08:50:21 - SECNO DEPTH CNSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH ARDS VOL TWA R -BANK BLEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELKIN SETA "SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO = .50 32305.000 21.92 459.62 .00 .00 460.46 .84 .08 14900.0 .0 11418.5 3481.5 .0 1430.3 739.2 1885.2 .11 465.00 275.9 460.00 PAGE 37 1 1 ; .:7 .94 .00 7.98 4.71 .000 .045 .055 .000 437.70 2161.13 .003374 55. 55. 55. 2 0 0 .00 361.71 3356.23 1490 NH CARD USED • SECNO 32725.000 3265 DIVIDED FLOW - - 3301 H CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.37 32725.000 - 22.73 460.93 - .00 .00 461.05 .12 .52 .07 463.00 14900.0 5155.5 6708.3 3036.2 2227.4 1873.1 2223.8 1928.6 286.0 461.00 .98 2.31 3.58 1.37 .060 .045 .055 .000 438.20 1 68.22 .000602 380. 420. 520. 2 0 0 .00 1484.88 338.90 1 048EP99 08:50.21 PAGE 38 T1 DENTON CREEK - PROPSED CONDITION (EXISTING RUNOFF) T2 DENTON CREEK - 500 YR DISCHARGE PROFILE T3 DENTON CREEK - TEXAS FILE: POREST.DAT J1 ICHECK INQ NINV -. IDIR STRT METRIC HVINS Q WSEG FQ - 0 5 0 - 0 - ..000452 ` '0 0 0 451.80 J2, NPROF SPIRT 'PRFVS XSECV XSECH FN ALLDC - IBW Ckm ITRACE 15 0 -1 1 09SEP99 08:.50:21 .,.. - PAGE 39 SECNO DEPTH -. CWSRLe. CRIWS WSELK EO HV HL GLOSS L- Wft'EL.EV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSPA .SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -. 'PROF 4 CCHV =- .100 CEHV- .300 ' SECNO 18440.000 - 3470 MOCROACHmENT STATIONS= 3750.0 7650.0 TYPE- 1 TARGET- 3900.000 - 070.00:.aL.,. ' 470.00 104 15.000 :; 2A 8; 453.68 00 451_80 453.79 it .00 .00 449.00 36200.0 26572.7 3452.3 6175.0 9408.2 1111.7 4305.9 .0 .0 451.00 .00 2.82 3.11 1.43 .035 .045 .055 .000 431.40 3750.00 ..000457 .10000. - . 5880. - 4500.- 0 0 - - 3" 00 3256.99 7006.99 CCHV- .100 CEHV= .300 ' SECNO 19330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.15 3470,.49aoACHMENT STATIONS• 4000.0 8250.0 TYPE= I TARGET - 4250.000 ELENCL- 470.00 ELENCR= 470.00 TARGET= 2142.000 HL O[ASS L -'BANK ELEV ELML= 19330.000 22.14 453.84 .00 .00 453.91 .07 .12 .00 448.00 36200.0 16861.0 17624.3 1714.6 10834.5 6654.9 2910.8 262.8 46.5 453.00 .09 1.56 2.65 .59 .035 .035 .055 .000 431.70 4000.00 .000099 650. 650. 650. 2- 0 0 .00 2977.00 6977.00 1490 NH CARD USED ' SECNO 19930.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 3470 ENCROACHMENT STATIONS- 5208.0 7350.0 TYPE= 1 TARGET= 2142.000 HL O[ASS L -'BANK ELEV ELML= 470.00 ELENCR= ALOB 470.00 AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL 19930.000 21.83 , -. - 453.83 .00 - .00 454.05 .22 .10 .04 448.50 CORAR 36200.0 4069.4 29677.9 2452.7 2645.9 7251.5 2660.3 517.6 84.0 453.00 3470 ENCROACHMENT STATIONS= .14 1.54 4.09 .92 .045 .033 .055 .000 432.00 5208.00 ..000236 800. 600. 550. 2 0 0 .00 1948.22 7156.22 458.10 CCHV= .100 CEHV= .300 1 09SEP99 08:50:21 SECNO DEPTH CWS£L CBIWS WSELK EG HV HL O[ASS L -'BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE- 1 TARGET= 540.000 ELBNCL- 470.00 ELENCR- 452.70 20980.000 21.55 453.85 - .00 .00 454.37 .52 x .22 .09 458.10 36200.0 .0 35390.8 809.2 .0 6059.3 1237.6 672.8 105.5 450.00 .17 .00 5.84 .65 .000 .035 .055 .000 432.30 1062.29 .000432 870. 720. 420. 2 0 0 .00 1373.60 2435.89 ' SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET= 417.000 ELE47CL= 470 -.00 ELENCR- 452.10 20990.000 21.53 453.83 .00 .00 454.38 .55 .00 .01 458.10 36200.0 .0 36041.5 158.5 .0 6057.1 190.1 674.3 105.7 450.00 .17 .00 5.95 .83 .000 .035 .055 .000 432.30 1062..31 .000448 10. 10. 10. 1 0 0 .00 476.41 '.1530.72 ' SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- _ 1048.0 1522.0 TYPE- 1 TARGET= 474.000 ELENCL- ELENCR= 454.00 21260.000 21.63 454.13 .00 .00 454.55 .42 .16 .01 458.40 36200.0 .0 36198.9 1.1 .0 6958.2 8.1 732.0 110.0 454.00 .19 .00 5.20 14 .000 .035 .055 .000 432.50 1068.26 .000403 380. 380. 390. 2 0 0 .00 506.53 1585.48 ' SECNO 21635.000 PAGE 40 1 L -BANK ELEV TWA R -ava ELEV ELMIN SSTA 09SEP99 08:50:21 ENDST 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET= 397.000 EG ELENCL- 470.00 ELENCR= 454.80 Q QLOB QCH QROB ALOB ACH AROB 21635.000 20.40 454.10 .00 .00 454.81 .71 .17 458.60 36200.0 .0 36200.0 .0 .0 5366.5 .3 .09 780.1 113.3 454.00 .21 .000618 .00 6.75 .09 340. 340. 400. .000 2- .035 0 .055 0 .000 433.70 1082.73 1528.0 TYPE- 1 TARGET= 467.001 ELENCL= 470.00 ELENCR= .00 331.52 1414.25 1 L -BANK ELEV TWA R -ava ELEV ELMIN SSTA 09SEP99 08:50:21 ENDST SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTH SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR 'SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE- 1 TARGET= 467.001 ELENCL= 470.00 ELENCR= 455.80 21645.000 20.41 454.11 .00 .00 454.81 .71 36200.0 .0 36200.0 .0 .0 5368.1 .3 .01 781.4 .21 .00 6.74 .09 .000 .035 .055 .000618 10. 10. 10. 0 0 0 .000 .00 1490 NH CARD USED `SECNO 22370.000 3470 OA PAGE 41 OLOSS L -BANK ELEV TWA R -ava ELEV ELMIN SSTA TOPWID ENDST .00 458.60 113.4 454.00 433.70 1082.71 331.82 1414.53 PNCR CHtlENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET= 366.000 ELJMCL= 470.00 ELENCR= 454.50 223"70.000 22.20 454.70 .00 .00 455.42 .73 60 .01 450.50 36200.0 .0 36145.8 54.2 .0 5277.9 214.3 890.1 126.4 454.50 24 00 6.85 .25 .000 .035 .055 .000 432.50 5094.00 .000769 880. 880. 480. 2 0 0 .00 1460.71 6554.71 CCHV- .100 CEHV= .300 1494 NH CARD USED *SECNO 23800.000 3470 ENCM- CHMENT STATIONS= 5467.0 7000.0 TYPE- 1 TARGET= 1533.000 ELENCL= 470.00 ELENCR= 454.00 23800.OG0 22.60 455.90 .00 .00 456.26 .36 .80 .04 450.00 36200.0 26930.7 8634.9 634.5 5151..6 2433.6 638.4 1065.9 159.7 454.00 .31 3.23 3.55 .99 .036 ..035 .055 .000 433.30 5467.00 - 000622 720. 1430. 680. 3 0 0 .00 1904.51 7371.51 1490 NH CARD USED *SECNO 24400.000 326$ DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.61 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET- 1680.000 1 09SEP99. 08:50:21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q GLOB QCH QROS ALOE .. ACH AROB VOL PAGE 42 OLOSS L -BANK ELEV TWA R -BANK ELEV CCHV- .100 CEHV= .300 1494 NH CARD USED *SECNO 23800.000 3470 ENCM- CHMENT STATIONS= 5467.0 7000.0 TYPE- 1 TARGET= 1533.000 ELENCL= 470.00 ELENCR= 454.00 23800.OG0 22.60 455.90 .00 .00 456.26 .36 .80 .04 450.00 36200.0 26930.7 8634.9 634.5 5151..6 2433.6 638.4 1065.9 159.7 454.00 .31 3.23 3.55 .99 .036 ..035 .055 .000 433.30 5467.00 - 000622 720. 1430. 680. 3 0 0 .00 1904.51 7371.51 1490 NH CARD USED *SECNO 24400.000 326$ DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.61 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET- 1680.000 1 09SEP99. 08:50:21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q GLOB QCH QROS ALOE .. ACH AROB VOL PAGE 42 OLOSS L -BANK ELEV TWA R -BANK ELEV 1490 NH CARD USED *SECNO 24400.000 326$ DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.61 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET- 1680.000 1 09SEP99. 08:50:21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q GLOB QCH QROS ALOE .. ACH AROB VOL PAGE 42 OLOSS L -BANK ELEV TWA R -BANK ELEV PAGE 42 OLOSS L -BANK ELEV TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELENCL= 470.00 ELENCR= 470.00 24400.000 24.77 456.27 .00 .00 456.42 .15 .14 .02 459.20 36200.0 .0 36200.0 .0 .0 11633.9 .0 1164.1 175.1 470.00 .35 .00 3.11 .00 .000 .027 .000 .000 431.50 5268.48 .000240 130. 550. 230. 2 0 0 .00 1623.60 6940.00 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 24700.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET- 1013.000 ELENCL= 470.00 ELENCR= 470.00 24700.000 22.34 456.24 .00 .00 456.67 .43 .16 .08 451.00 36200.0 27160.2 9039.8 .0 5232.5 1685.7 .0 1254.2 188.3 470.00 37 5.19 5.36 .00 .037 .035 .000 .000 433.90 4187.00 .000619 610. 350. 80. 2 0 0 .00 1013.00 5200.00 CCHV- .100 CEHV= .300 -SECNO 25530.000 3301 HV CHAFED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 3479 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET= 248.670 ELENCL= 470.00 ELENCR= 470.00 25530.000 21.72 456.12 .00 .00 457.66 1.54 .66 .33 455.33 36200.0 .6 36199.4 .0 1.0 3635.3 .0 1339.0 198.5 470.00 .39 .66 9.96 .00 .055 .035 .000 .000 434.40 2494.00 .001588 700. 700. 560. 2 0 0 .00 248.67 2742.67 'SECNO 25770.000 3301 HV CHANGED MORE THAN HVINS 1 09SEP99 08:50:21 PAGE 43 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL OLOSS L -BANK ELEV Q QLOB OCH QROB ALOB ACH AROB - VOL TWA R -BANK ELEV TIME VLOB VCH VROB XML XNCH XNR WIN ELN174 SETA .SLOPE XLOBL XLCH X[ABR ITRIAL IDC ICONT CORAR 4OPWID E[875T 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE= 1 TARGET= 286.000 ELENCL= 470.00 ELENCR= 470.00 25770.000 22.43 457.03 .00 .00 457.99 .96 .27 .06 455.33 36200.0 1.3 36198.7 .0 2.1 4604.9 .0 1361.7 199.9 470.00 .40 .63 7.86 .00 .055 .035 .000 .000 434.60 1494.00 .000865 240. 240. 240. 2 0 0 .00 286.00 2780.00 1490 NH CARD USED C.._ --I f._- -I f "_'. 7 1 .__ 1 C_ --- ■ 'SECNO 26830.000 3301 K CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.19 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= 1 TARGET- 2580.420 ELENCL- 470.00 ELENCR= 470.00 26830.000 22.04 458.34 .00 .00 458.43 .09 35 09 457.35 36200.0 .0 13686.5 22513.5 .0 4774.0 11106.9 1597.2 220.6 452.00 .52 .00 2.87 2.03 .000 .032 .055 .000 436.30 2619.58 .000180 1030. 1050. 960. 2 0 0 .00 1518.25 4137.83 1490 NH CARD USED 'BE= 28080.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .48 3470 ENCROACHMENT STATIONS= 2417.0 ELENCL- 470.00 ELENCR= 470.00 28080.000 23.26 458.46 - .00 36200.0 .0 25629.6 10570.4 .58 .00 5.57 2.20 .000766 850. 900. 1000. 1490 HE CARD USED 'SECNO 28870.000 1 09SEP99 08:50:21. SECNO DEPTH CWSEL CRIWS 0 QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 5100.0 TYPE= 1 TARGET= .00 458.82 .36 0 4605.2 4812.8 .000 .031 .055 2 0 0 WSELK EG HV ALOB ACH AROB XNL XNCH XNR ITRIAL IDC ICONT 2683.000 31 .08 470,00 1876.6 256.2 458.40 .000 435.20 2417.00 .00 1684.81 4101.81 PAGE 44 HL OLOSS L -BANK ELEV VOL TWA R -BANK ELEV WTN ELMIN SETA CORAR TOPWID ENDET 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.60 3470 ENCROACHMENT STATIONS= 2319.0 ELENCL. 470.00 ELENCR- 470.00 28870.000. 22.76 459.06 .00 36200.0 .0. 17027.7 19172.3 ..66 .00 3.52 1.63 _000300 610. 610. 900. CCHV= .100 CEHV= .300 1490 NH CARD USED 'SECNO 29610.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2055.0 ELENCL-- 470.00 ELENCR= 470.00 29610.000 21.82 459.22 .00. 5400.0 TYPE= 1 TARGET - .00 459.17 .11- .0 4838.7 - 11746.9 .000 :036 .055 2 0 0 5100.0 TYPE= 1 TARGET - .00 459.47 .24 3081.000 .33 .03 457.00 2114.0 295.8 499.30 .000 436.30 2319.00 .00 2454.99 4872.97 3045.000 .25 '..04 455.65 36200.0 19.3 21446.5 14734.2 .71 .93 4.76 2.37 .000417 650. 650. 800. 1490 NH CARD USED 'SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 ELENCL= 470.00 ELENCR= 470.00 30570.000 21.38 459.61 .00 36200.0 .1 24130.6 12069.3 .77 .21 5.40 2.70 .000636 900. 900. 900. 1 09SEP99 08:50:21 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 'SECNO 31230.000 3265 DIVIDED FLAW 20.6 4505.9 6226.4 .055 .033 .055 2 0 0 7100.0 TYPE= 1 TARGET= .00 459.95 .34 .4 4467.1 4473.3 .055 .029 .055 2 0 0 WSELK EG HV ALOB ACH ARCH XNL XNCH XNR ITRIAL IDC ICONT 2348.9 327.1 458.70 .000 437.40 2055.00 .00 1108.21 3204.56 3655.000 .46 .03 457.43 2552.4 353.4 460.00 .000 438.23 3445.00 .00 1436.37 5904.82 HL GLOSS L -BANK ELEV VOL TWA R -BANK ELEV WIN ELMIN SSTA CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 3470 ENCROACHMENT STATIONS= 3387.0 ELENCL= 470.00 ELENCR= 470.00 31230.000 21.77 459.87 .00 36200.0 .0 31728.2 4471.8 .79 .00 7.84 2.30 .001601 620. 620. 700. 7100.0 TYPE= 1 TARGET= .00 460.72 .85 0 4046.9 1943.2 .000 .035 .055 2 0 0 3713.000 .61 .15 470.00 2664.5 375.6 460.80 .000 438.10 3387.00 .00 1425.20 4917.70 'SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 ELENCL= 470.00 ELENCR- 470.00 32150.000 23.75 460.75 459.96 36200.0 396.6 29079.1 6724.3 .81 1.58 12.97 2.72 .002326 900. 920. 950. 6180.0 TYPE- 1 TARGET= .00 462.87 2.12 251.4 2241.2 2472.6 .055 .035 .055 4 8 0 3140.000 1.77 .38 460.50 2781.7 406.3 460.00 .000 437.00 3040.00 .00 1417.17 4703.20 CCHV- .300 CEHV= .500 1490 NH CARD USED *SBCMO 32200.000 PAGE 45 3265 DIVIDED FLOW 1 09SEP99 08:50:21 - PAGE 46 "SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB OCH QROB ALOB ACH AROB VOL: TWA R -SANK ELEV TIME VLOB VCH VROB XNL XNCH XNR-. MTN ELMIN - BETA .SLOPE. XLOBL XLCH - XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= *e...••• 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 3050.0 5734.0 TYPE= 1 TARGET= 2684.000 ELENCL= 470.00 ELENCR= 470.00 32200.000 24.20 459.20_. 459..20 .00 465.03 5.82 .12 1.85 461.50 . 36200.0 .0 33197.0 3003.0 0 1659.8 303.5 2785.6 407.2 461.50 .82 .00 20.00 9.89 .000 .015 .021 .000 435.00 3397.39 ..002303 50. 50. 50. 4 16 0 .00 180.96 4403.75 'SECNO 32230.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD =" 463.60 MAX ELLC. ........ 3685,,20 TRIALS ATTEMPTED WSEL,CWSEL 34.70 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE= 1 TARGET= 3130.000 EL CL= 470.00 ELENCR= 470.00 32110.000 27.74 462.74 459.20 .00 465.90 3.16 .08 .80 461.50 36200.0 289.6 32126.1 3784.3 293.3 2149.8 534.0 2788.5 407,6, 461.50 .82 .99 14.94 7.09 .055. .015 .022 .000 435.00 3050.00 .001096 $0, 50. 50. 21 16 0- .00 485.27 4409'.72 CCMV= .100 CEHV= .300 1 '89110. 32250.000 09SEP99 08:50:21 SECM0 DEPTH CWSEL CHINS WSELK EG HV HL OLOSS Q QLOB OCH QROB ALOE ACH ARDS VOL TWA - 'f'IME VLOB VCH .VROS XML XNCH XNR WIN ELMIN SLDPE" _. XLOBL +XLCH " XLOBR _mm - YBC -.. IC0141'' . -.. CORAR __.. -. TOPWID 3301 HV CHANGED MORE THAN HVINS L -BANK ELEV R -BANK ELEV SSTA ENDST PAGE 47 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO - 1.97 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET- 3140.000 VCH TOPWID ELENCL= 470.00 ELENCR= 470.00 SETA ENDST 18440.000 449.70 12800.00 32250.000 29.09 466.09 .00 .00 466.21 .12 .00 .30 460.50 36200.0 3135.5 12162.4 20902.1 2127.4 2909.0 13454.3 2788.7 407.6 460.00 .82 1.47 4.18 1.55 .055 .045 .055 .000 437.00 3040.00 .000282 1. 1. 1. 4 0 0 .00 2892.37 5932.37 .1490 NH CARD USED 3.11 3256.99 - 5480.00 '5585.00 431.40 3750.00 7006.99 f 19330.000 •S64:N0 32305.000 12800.00 650.00 1.77 2418.17 5551.80 5965.00 431.70 32305.000 28.42 466.12 .00 .00 466.23 .11 .02 .00 465.00 36200.0 6018.0 10304.8 19877.1 4452.5 2659.1 9459.4 2810.9 411.9 460..00 .82 1.35 3.88 2.10 .055 .045 .054 .000 437.70 124.12 .000506 55. 55. 55. 0 0 0 .00 3852.65 3976.77 1490 NH CARD USED 6977.00 19930.000 -. 450.07 12800.00 600.00 2.28 1260.51 *SECNO 32725.000 6190.00 432.00 5208.00 - 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 32725.000 -28.13 466.33 .00 .00 466.39 .06 .15 .01 463.00 36200.0 11145.0 8698.2 16356.8 7425.1 2992.8 11009.0 3012.1 451.4 461.00 .89 1.50 2.91 1.49 .058 .045 .055 .000 438.20 .00 .000235 380. - 420. 520. 2 0 0 .00 3908.58 3908.58 1 09SEP99 08:50 :21 •111ffff 1111111k1f ff if if ffififff fff f• HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 11f•uflfffu of ♦fffffe• f�lfefflffieif PAGE 48 THIS RUN EXECUTED 09SEP99 08:50:21 NOTE- ASTERISK (f) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENfON CREEK - TEXAS SUMMARY PRINTOf7T SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN SETA ENDST 18440.000 449.70 12800.00 .00 5.71 1975.68 5480.00 5585.00 431.40 3750.00 6519.25 18440.000 450.50 18200.00 .00 4.96 2649.88 5480.00 5585.00 431.40 3750.00 6520.50 18440.000 452.11 20600.00 .00 2.78 2803.63 5480.00 5585.00 431.40 "3150.00 6553.63 18440.000 453.68 36200.00 .00 3.11 3256.99 - 5480.00 '5585.00 431.40 3750.00 7006.99 f 19330.000 450.06 12800.00 650.00 1.77 2418.17 5551.80 5965.00 431.70 4000.00 6893.30 i 19330.000 450.81 18200.00 650.00 2.19 2531.33 5551.80 5965.00 431.70 4000.00 6912.30 f 19330.000 452.23 20600.00 650.00 1.93 2757.45 5551.80 5965.00 431.70 4000.00 6946.46 f 19330.000 453.84 36200.00 650.00 2.65 2977.00 5551.80 5965.00 431.70 4000.00 6977.00 19930.000 -. 450.07 12800.00 600.00 2.28 1260.51 5704.00 6190.00 432.00 5208.00 6928.29 19930.000 * 19930.000 • 19930.000 20980.000 20989.000 20980.000 20980.000 20990.000 20990.000 20990.000 20990.000 21260.000 21260.000 22260:000 2242 o.000 21635.000 21635.000 21635,000 21635.000 1 09SEP99 M •. 21645.000 21645.000 21645..000 21445.000 22370..000 22370::000 22370.000 22370.000 23800.000 23100.000 23800.000 23800.000 * 24400.000 * 24 400'.000 * 24400:000 * 24400.000 * 24700,000 * 24700.000 * 24700.000 • 24700,.000 25530.000 25530.000 * 25530.000 * 25530.000 25770.000 25770.000 25770.000. 25770.,000 * '26830.000 = 26830.000 I - 71 450.83 18200.00 452.24 20600.00 453.83..36200.00 450.13 12800.00 450.91 18200..00 452.28 20600.00 453.85. 36200.00 450.13 12800.00 450.91 18200.00 452.28 20600.00 453.83 36200,.00 450.20 12800.00 451..03 14200.00 452.40 20600.00 454..13 36200.00 450.20 12800.00 451.03 18200.00 452.40 20600.00 454.10 36200.00 7 = 600.00 2.96 1421.69 5704.00 6190.00 432.00 5208.00 7011.72 600.00 2.82 1677.00 5704.00 6190.00 432.00 5208.00 7084.34 600.00 4.09 1948.22 5704.00 6190.00 432.00 5208.00 7156.22 720.00 2.68 336.12 1040.00 1413.00 432.30 1077.78 1413.89 720.00 3 .60 344.90 1040.00 1413.00 432.30 1074,50 1419.40 720.00 3,73 421.72 1040.00 1413.00 432.30 1068.83 1490.55 720;.00 , 5.84. 1373.60 1040.00 1413.00 432.30, 1062.29 2435.89 10.00 2.68 336.14 1040.00 1413.00 432.30 1077,77 14 13..91 10.00 3.61 344.86 1040.00 1413.00 432.30 1074.52 1419137 10.00 3.73 419.89 1040.00 1413.00 432.30 1068.82 1488.71 10,00 5.95 476.41 1040.00 1413.00 432.30° 1062.31 1538.72 380.00 2.41 394.49 1048.00 1522.00 432.50 1062.77 1518.74 380.00 3.23 404.78 1048.00 1522.00 432.50 1076670 1519.45 380.00 3.32 421.74 1048.00 1522.00 432.50 1074.64 1520.63 380.00 5.20 506.53 1048.00 1522.00 432.50 1048.26 1585.48 340.00 3.09 301.94 1061.00 1408.00 433.70 1098.46 1400.40 340.00 4.14 306.95 1061.00 1408.00 433.70 1095.11. 1402.06 340.00 4.27 315.19 1061.00 1408.00 433.70 1089.66 1404.79, 340.00 6.75 331.52 1061.00 1408.00 433.70 1082.73 1414.25 08:50:21 - CWSEL Q 450.20 12800.00 451.03 18200.00 452.40 '20600.00 454.11. 36200,00 450.35 12800.00 451:28 18200.00 452 .64 20600.00 454.70 . 36200,.00 450.59 12800.00 451.67 18200.00 453.03 20600.00 455.90 36200.00 450.88 12800.00 452_15 18200.00 451.47. 20600.00. 456,27 36200.00 450.84 12800.00 452.10 18200.00 453.43 20600.00 450,24 36200.00 451.02 12800.00 452.32 18200.00 453:57 20600.00 456.12 36200.00 451.30 12800.00 452.76 18200.00 454_01 20600.00 457.03 36200.00 451.78 13300.00 453.47. 18900.00 XLCH 10.00 10.00 10.00 10.00 880.00 880-.00 880.00 880:00 1430.00 1430.00 1430.00 1430.00, 550.00 550.00 550.00 550.00 350.00 350.00 350.00 350.00 700.00 700.00 706.00 700.00 240.00 240 .,00 240 240.,00 1050.00 1050.00 VON TOPWID 3.09 301.94 4.14 3Q6.96 4.27 315.20 6.74 331.82 3.30 301.61 4,38. 305,:70 4.59 310.77 6.85. 1460.71. 2.62` 363.16 2.81. 475.00 2.53. 670.10 3.55 190.:51 2.10 619.05. 2.62 720.39 2.57 -. 947.16 3.11 ' 162316D: 2.88 345.59 3.75 460.66 3.87 522.85 5.36 1013.00 5.25 216.78 6.68. 226.59 6.84 236.04 9.96 248,67 4.21 253.25 5.32 263.90 5.49- 273-02 7.86 286.00 2.36 937.91 2.63 1149.39 WOM 1061.00 1408.00 1061.00 1408.00 1061.00 1408.00 1061.00 1408.00' 5094.00 5460.00 5094.00- 5460.00 5094.00 5460.00 5094.00 5460.00 6610.00 7000.00 6610.00 7000.00 6610.00 7000.00 6610.00 7000.00 5260.00 6940.00 5260.00 6940,00 5260.00 6940.00 5260.00 6940.00 5060.00 5060.00 5060.00 5060.00 2495.20 249S.20 2495.20 2495.20 2495.20 2495.20 2495.20 2495.20 2619.58 2619.58 5200.00 5200.00 5200.00 5200.00 2742.67 2742.67 2742.67 2742167 2780.00 2780::00 2780700 2790:00 3100.00 3100.00 ELNrN SSTA 433.70 1098.46 433.70 1095.10 433.70 1089.59'. 433.70 1082.71 432.50 5094.61 432.50 5094.00 432.50 5094.00 432.50 5094.00 433.30 5471.37 433.30 5467.00. 433:30 5467.00 433.30 5467.00 431.50" 5313.34. 43 2. 50 5294:95 431.50" 5296.60 431.50 5268.48 433.90 4196.80 433.90 4191.74 433.90 4187.00 433.90 4187.00 434.40 2512.43 434.40 2597.24. 434,40:. 2502 - .24.. 434.40 2494.00' 434.60 2511.39 434.60 2505..52 434060 2506.49 434.60 2494.00 436.30 2641.85 436.30 2635.08 ENDST 1400.40 140"2.06 1404,80 1414.53 53Q6.22 5399.70 5404.77 6554.71 6744.13 60`25.54 6927.35 7371' '.51 6810.14 6824.52 6864.14 6940.00 PAGE 49 5190.33 5192.70 5195.18 5200.00 2729.21 2733.83 2738.29 2742.67 2764.64 2769.42 277 51 278 .00 3973.81.,_ 3993.61 * 26830.000 454.73 21300.00 1050.00 2.51 1221.33 2619.58 3100.00 436.30 2630.05 3990.91 * 26830.000 458.34 36200.00 1050.00 2.87. 1518.25 2619.58 3100.00 436.30 2619.58 4137.83 ' 28080.000 451.77 13300.00 900.00 5.54 241.69 2416.98 2941.00 435.20 2433.64 2929.24 * 28080.000 453.43 18900.00 900.00 6.46 778.40 2416.98 2941.00 435.20 2427.01 3944.78 * 28080.000 454.72 21300.00 900.00 6.06 956.18 2416.98 2941.00 435.20 2421.86 3984.99 28080.000 458.46 36200.00 900.00 5.57 1684.81 2416.98 2441.00 435.20 2417.00 4101.81 28870.000 452.39 13300.00 610.00 5.22 1636.39 2319.00 2810.00 436.30 2337.46. 4631.52 28870.000 454.36 18900.00 610.00 4.78 1831.90 2319.00 2810.00 436.30 2329.52 4711.50 28870.000 455.53 21300.00 610.00 4.13 2035.29 2319.00 2810.00 436.30 2324.88 4810.14 * 28870.000 459.06 36200.00 610.00 3.52 2454.99 2319.00 2810.00 436.30 2319.00 4872.97 1 09SEP99 08:50:21 PAGE 50 SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR SLHIN SSTA ENDST .29610.000 453.04 13300.00 650.00 4.14 909.98 2060.73 2470.00 437.40 2071.18 3161.26 29610.000 454.82 18900.00 650..00 4.38 961.76 2060.73 2470.00 437.40 2064.05 3173.74 29610.000 455.83 21300.00 650.00 4.25 996.20 2060.73 2470.00 437.40 2055.00 3180.84 29410.000 459.22 36200.00 650.00 4.76 1108.21 2060.73 2470.00 437.40 2055.00 3204.56 30570.000 453.49 13300.00 900.00 4.86 683.70 3445.18 4020.00 438.23 3460.93 4521..92 30570.000 455.27 18900.00 900.00 5.17 769.78 3445.18 4020.00 438.23 3453.82 4543.25 30570.000 456.23 21300.00 900.00 5.03 817.52 3445.18 4020.00 438.23 3449.94 4554.88 30570.000 459.61 36200.00 900..00 5.40 .1436.37 3445.18 4020.00 438.23 3445.00 5964.82 31230.000 453.87 13300.00 620.00 5.75 239.15 3300.-00 3837.00 438.10 3410.70 3698.48 31230.000 455.57 18900.00 620.00 6.90 404.44 3300.00 3837.00 438.10 3403.91 4411.38 31230.000 456.47 21300.00 620.00 - 7.08 499.38 3300.00 3837.00 438.10 3400.32 4471.25 ' 31230.000 459.87 36200.00 620. -00 7.84 1425.20 3300.00 3837.00 438.10 3387.00 4917.70 32150.000 454.47 .13300.00 920.00 8.81 144.42 3400.00 3525.00 437.00 3406.93 4384.85 32150.000 456.25 18900.00 920.00 10.93 233.06 3400.00 3525.00 437.00 3404.88 4393.74 32150.000 457.32 21300.00 920.00 11.50 257.30 3400.00 3525.00 437.00 3403.88 4398.12 32150.000 460.75 36200.00 920.00 12.97 1417.17 3400.00 3525.00 437.00 3040.00 '4703.20 32200.000 454.04 13300.00 50.00 .12.00 129.01 3390.50 3539.50 435.00 3412.87 4393.81 32200.000 455.69 18900.00 50.00 14.43 145.86 3390.50 3539.50 435.00 3407.90 4397.85 32200.000 456.55 21300.00 50.00 14.96 154.48 3390.50 3539.50 435.00 3405.31 4399.30 ' 32200.000 459.20 36200.00 50.00 20.00 180.96 3390.50 3539.50 435.00 3397.39 4403.75 32230.000 454.15 13300.00 50.00 11.87 130.13 3390.50 3539.50 435.00 3412.54 4394.02 32230.000 455.99 18900.00 50.00 14.02 148.83 3390.50 3539.50 435.00 3407.01 4398.35 32230.000 456.91 21300.00 .50.00 14.46 158.05 3390.50 3539.50 435.00 3404.25 4399.90 * 32230.000 462.74 36200.00 50.00 14.94 485.27 3390.50 3539.50 435.00 3050.00 4409.72 32250.000 455.98 9400.00 1.00 5.53 156.03 3400.00 3525.00 437.00 3405.19 4392.40 ..32250.000 458.61 13200.00 1.00 6.16 683.14 3400.00 3525.00 437.00 3402.17 4560.60 33250.000 459.80 14900.00 1.00 5.91 1123.49 3400.00 3525.00 437.00 3040.00 4640.20 * .32250.000 .466.09 36200.00 1.00 4.18 2892.37 3400.00 3525.00 437.00 3040.00 _5932.37 * 32305.000 455.38 9400:00 55.00 10.07 185.59 2110.00 2325.00 437.70 2173.85 3331.02 * 32305.000 '32305.000 458.39 13200.00 55.00 8.61 300.59 2110.00 2325.00 437.70 2164.83 * 459.62 14900.00 55.00 7.98 361.71 2110.00 2325.00 437.70 2161.13 .3346.80 3356.23 32305.000 466.12 36200.00 55.00 3.88 3852.65 2110.00 2325.00 437.70 124.12 3976.77 ' * 32725.000 457.61 9400.00 420.00 4.69 630.82 1940.00 2150.00 438.20 1578,.16 32725.000 459.92 13200.00 420.00 4.13 1362.31 1940.00 2150.00 438.20 1571.23 .3698.91 3816.09 ' 32725.000 460.93 14900.00 420.00 - 3.58 1484.88 1940.00 2150.00 438.20 1568.22 3838.90 * .32725.000 466.33 36200.00 420.00 2.91 3908.58 1940.00 2150.00 438,:20 .00 ,3908.58 1 09SEP99 08:50:21 PAGE 51 I - A I - -- -I I -._ -. I _.. 7 I - . _I I "` - 7 1 .. _ . 7 1 -__..• 1 .,... 2 1 .... -. a : - - m : SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 19330.000 WARNING SECNO= 19330.000 WARNING SECNO= 19330.000 WARNING SECNO= 19330.000 WARNING SECNO= 19930.000 WARNING SECNO= 19930.000 WARNING SECNO= 24400.000 WARNING SECNO= 24400.000 WARNING SECNO- 24400.000 WARNING SECNO= 24400.000 WARNING SECNO= 24700.000 WARNING SECNO= 24700.000 WARNING SECNO= 24700.000 WARNING SECNO= 24700.000 WARNING SECNO= 25530.000 WARNING SECNO= 25530.000 WARNING SECNO= 26830.000 WARNING SECNO= 26830.000 WARNING SECNO= 26830.000 WARNING SECNO= 26830.000 WARNING SECNO- 28080.000 WARNING SECNO= 28080.000 WARNING SECNO- 28080.000 WARNING SECNO= 28080.000 WARNING SECNO= 28870.000 WARNING SECNO= 31230.000 CAUTION SECNO= 32200.000 CAUTION SECNO= 32200.000 CAUTION SECNO= 32230.000 WARNING SECNO= 32230.000 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 1 09SEP99 08:50:21 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CRITICAL DEPTH ASSUMED PROFILE= 4 MINIMUM SPECIFIC ENERGY PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 52 1 [ — ] c r :::3 L=l r Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas r l [� Appendix F FIS Duplicate Effective Floodway HEC -2 Model 4RSTFDWY r r r 1f1f1ff•llf ltt tf irfflfl•f 11f 1ttf 11#ffttlf •f •f fff•R1f11Ytf 1Y #Yf Yfttlf fflRf Rf+#f 111th ' HEC -2 WATER SURFACE PROFILES • * U.S. ARMY CORPS OF ENGINEERS ' HYDROLOGIC ENGINEERING CENTER ' version 4.6.2; May 1991 • * 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616 -4687 ' RUN DATE 03SEP99 TIME 11:05:54 * * (916) 756 -1104 fflefflffefflr #f lff laf if ffftttatfYrffriiffa♦ 1f YlYrif lrlffffffffftf if Yf #1 tltRtlRR +f+ 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 03SEP99 11:05:54 Rf1f uf11f11ff11f u1wlwf +aYYwflffffl HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 RttRtflufutfRf uff if ffllYffwYfaYrlf PAGE 1 THIS RUN EXECUTED 03SEP99 11:05:54 TS DENTON CREEK - EXISTING (MODIFIED K -H F.I.S. ENCROACHMENT MODEL) T2 DENTON CREEK - 100 YR DISCHARGE PROFILE T3 DENTON CREEK - TEXAS FILE: 4RSTFDWY.DAT J1 ICHF,CK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 0 0 0 452.12 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IEW CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 50 53 54 21 22 4 43 42 110 200 NC .035 .055 045 .1 .3 QT 8 20600 20600 20600 20600 20600 20600 20600 20600 0 ET 0 3750 7650 2.1 0 7.1 3750 5585 0 0 PENA CROSS SECTION X1 18440 31 5480 5585 10000 4500 5880 OR 460 1000 448 1300 446 1600 447 2250 445 2300 OR 440 2330 440 2500 445 2600 - 448 2750 448 5250 OR 450 5350 451 5460 449 5480 446 5515 440 5525 OR 434 5535 431.4 5545 431.4 5555 447 5560 451 5585 GR 4SO 5700 450 5850 448 6000 450 6230 452 6500 OR 450 6700 447 6780 466 6780 450 6940 460 7440 OR 470 7650 NC .035 .055 .035 ET 0 - 4000 8250 X1 19330 61 5551.8 GR 454 1000 450 OR 446 2410 445 GR 445 2710 445 GR 446 2970 446 GR 446.7 3250 447 GR 447 3650 446 GR .446 4080 446 GR 447 4740 447 GR 448.0 5490 448.0 1 3350 447 3500 446 03SEP99 11:05:54 3600 GR .448.0 5860 445 GR 453 5965 453 GR 449 7035 449 GR 460 8250 447.3 NH 5 .045 5704 NH 7350 431.7 5617 ET 0 5208 7350 X1 19930 55 5704 GR 454.3 1000 450 GR 448 1220 448 GR 449 1530 447.2 GR 447 2540 447 GR 445 3370 446 GR 447 4090 448 GR 448.5 5130 448.5 GR 432 5770 432 GR 437 6110 432 GR 452 6440 451 GR 450 6920 451 NC .055 .055 .035 EP 0 1040 1580 X1 20980 20 1040 GR 452 1000 458 GR 432.3 1312 435 GR 4S2 1432 452.7 GR 452 2405 454 ET 0 1040 1580 X1 20990 23 1040 GR 452 1000 458 GR 432.3 1312 435 GR 452 1432 452.1 GR 454.6 1557 455.5 GR 456 2460 458 ET 0 1048 1522 X1 21260 26 1048 GR 452 1000 458 GR 432.5 1314 - -- 450 GR 433 1480 435 GR 453.6 1552 448.85 GR 455.9 2335 456 GR 460 2600 2.1 .1 .3 2.1 0 7.1 4000 5965 0 0 5965 650 650 650 1050 448 1070 447.6 1750 447 2210 2450 443 2600 443 2670 445 2680 2860 444 2900 643 2920 445 2960 3020 445 3040 443 3070 447 3100 3350 447 3500 446 3550 444 3600 3710 446 3850 447 3940 447 4050 4160 446 4450 445 4550 446 4700 4800 447.3 ..5010 448 5040 448.0 5280 5551.8 431.7 5617 431.7 5777 448 5842.2 PAGE - 5870 440 5880 431.7 5897 440 5915 5975 452 6205 451 6315 450 6435 7135 450 7185 455 7915 455 8215 ` .035 5996 .045 6070 .035 6190 .055 2.1 0 7.1 5208 6190 0 0 6190 800 550 600 1040 448 1160. 449 1190 449 1210 1320 449 1330 450 1460 450 1520 1900 447 2170 446.2 2280 446.4 2420 3070 446.3 3240 446 3350 445 3360 3380 447. 3460 447.5 3750 447 4070 4150 448.5 4300 448.5 4660 448.5 4960 5400 448.5 5600 448.5 5700 448.5 5704 5930 448.5 5996 448.5 6050 448.5 6070 6130 437 6150 453 6190 453 6220 6550 450 6650 449 6840 449 6900 7030 452 7070 453 7130 460 7350 .1 .3 2.1 0 2.1 0 0 0 0 1413 870 420 720 1035 458.1 1040 458 1045 432.3 1152 1365 440 1385 450 1413 451 1420 1580 452 1711 451.5 2000 450.8 2255 2440 456 2460 458 2480 460 2525 2.1 0 2.1 1040 1580 0 0 1413 30 10 10 1035 458.1 1040 458 1045 432.3 1152 1365 440 1385 450 1413 451 1420 1457 448.1 1473 448.1 1483 454.1 1547 2000 455.8 2255 455 2405 455 2440 2480 460 2525 2.1 0 2.1 0 0 0 0 1522 380 390 380 1042 458.4 1048 458 1054 432.5 1148 1382 455.5 1403 450 1425 433 -.. 1455 1500 440 1510 454 1522 454 1533 1571 448.85 1581 455.6 1635 455.6 1700, 2430 456 2445 456 2495 458, 2$63 2 1 03SEP99 11:05:54 PAGE 3 ET- 0 1061 1408 7.1 0 2.1 1061 1528 0 0 X1 21635 23 1061 1408 340 400 340 OR 452 1000 458 1055 458.6 1061 .458 1067 433.7 1165 OR 433.7 1340 435 1370 454 1408 454.8 1458 451.5 1471 GR 451.5 1573 454.6 1584 454.7 1594 454.8 1596 454.9 1600 OR 454.9 1630 454.9 1640 455.8 2100 455 2290 455 2355 GR 456 2422 458 2530 460 2570 ET 0 1061 1408 7.1 0 2.1 1061 1528 0 0 X1 21645 18 1061 1408 10 10 10 OR 452 1000 458 1055 458.6 1061 458 1067 433.7 1165 OR 433.7 1340 435 1370 454 1408 455.8 1520 454 1600 OR 452 1800 452 1800 451.8 2100 452 2290 454 2355 GR 456 2422 458. 2530 460 2570 NH - 5 .05 1300 .06 5094 .035 5460 6610 NH 6780 .055 .05 ET 0 5094 6780 2.1 0 7.1 5094 5460 0 0 X1 22370 28 5094 5460 880 480 880 OR 460 1000 449 1300 449 1750 448 1950 448 2550 OR 450 2950 450 3670 449 4010 448 4070 449.5 4370 GR 450.5 4970 450.5 5094 434.04 5160 434.04 5220 434.04 5280 OR 432.5 5320 435 5345 445 5360. 446 5380 452.7 5405 OR 454.5 5460 454 5870 - . 452.5 6310 452 6480 453.5 6550 OR 457 6610 459.5 6630 466 6780 1 03SEP99 11:05:54 PAGE 4 SECNO DEPTH CWSEL cRlwS WSELK No HV HL OLOSS L -BANK ELEV 0 QLOB QCH OROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOS VCH VROB XNL )INCH XNR WFN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 1 0 CCHV= .100 CRHV= .300 - - 'SECNO 18440.000 3265 DIVIDED FLOW - 3470 ENCROACENENT STATIONS= 3750.0 7650.0 TYPE- 1 TARGET= 3900.000 18440.000 20.72 452.12 00 .00 452.20 .08 .00 449.00 20600.0 15250.9 2644.3 2696.8 6712.6 948.1 2640.7 .0 .00 451.00 .00 2.27 2.79 1.02 .035 .045 .055 1000 .0 431.40 3750.00 .000456 10000. 5880. 4500. 0 0 0 .00 3157.20 7046.00 OCHV= .100 CEHV= .300 'SECNO 19330.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.84 3470 ENCROACHMENT STATIONS= 4000.0 8250.0 TYPE= 1 TARGET- 4250.000 19330.000 20.55 452.25 - .00 .00 452.28 .04 .08 .00 448.00 20600.0 8334.0 11253.4 1012.6 8357.0 5996.3 2775.4 204.7 48.4 453.00 .12 1.00 1.88 .36 .035 .035 .055 .000 431.70 4000.00 .000057 650. 650. 650. 2 0 0 .00 3326.35 7512.82 1490 NH CARD USE �SECNO 20980.000 * SECNO 19930.000 3470 ENCROACHMENT STATIONS• 1040.0 1580.0 TYPE= 1 TARGET= 540.000 3265 DIVIDED FLOW 452.28 .00 .00 452.50 .22 .11 .03 20600.0 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 533.7 101.9 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= 2142.000 .035 .055 19930.000 20.25 452.25 .00 .00 452.36 .11 .05 .02 448.50 20600.0 1651.6 18286.9 661.5 1857.8 6480.1 1258.2 409.8 86.4 453.00 .19 .89 2.82 .53 .045 .033 .055 .000 432.00 5208.00 .000126 800. 600. 550. 2 0 0 .00 1678.88 7084.74 1 03SEP99 11:05:54 3265 DIVIDED SECNO DEPTH CWSEL CRIWS WSELK ED HV HL OLOSS Q QI.CH : OCR OROB ALOB ACM[ AROB VOL TWA TINE VLOB VCH VROB XNL XNCH XNR WTN ELWIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID CCHV= .100 CEHV- .300 0 �SECNO 20980.000 3470 ENCROACHMENT STATIONS• 1040.0 1580.0 TYPE= 1 TARGET= 540.000 20980.000 19.98 452.28 .00 .00 452.50 .22 .11 .03 20600.0 .0 `. 20589.2 10.8 .0 5515.8 30.4 533.7 101.9 .25 .00 - 3.73 .35 .000 .035 .055 .000 432.30 .000195 870. 720. 420. 2 0 0 .00 423.13 -BE= 20990.000 3470 ENCROACHMENT STATIONS• 1040.0 1580.0 TYPE- 1 TARGET- 540.000 20990.000 19.99 452.29 .00 .00 452.50 .21 .00 .00 .20600.0 .0 20469.8 130.2 .0 5516.4 198.0 535.0 102.0 .25 .00 3.71 .66 .000 .035 .055 .000 432.30 .000193 10. 10. 10. 0 0 0 .00 458.85 -BE= 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET= 21260.000 19.91 452.41 .00 .00 452.58 .17 20600.0 - .0 .20600.0 -- .0 .0 6211.3 0 .28 .00 3.32 .00 .000 .035 .000 .000178 380.. 380. 390. 2 0 0 L -BANK ELEV R -BANK ELEV SSTA ENDST 458.10 450.00 1068.80 1491.93 458.10 450.00 1068.79 1527.64 474.000 07 .00 458.40 587.1 105.9 100000.00 1000. 432.50 1074.62 .00 421.82 1520.63 PAGE 5 -BE= 21635.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1061.0 21635.000 18.70 '452.40 -..00 20600.0 .0 20578.4 21.6 .30 .00 4.27 .41 .000273 340. 340. 400, 1528.0 00 .0 .000 2 r NPE= 1 TARGET= 452.68 .28 4822.4 53.0 .035 .055 0 0 467.000 .07 .03 458.60 630.4 109.0 454.00 .000 433.70 1089.58 .00 375.78 1528.00 1 03SEP99 11:05:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET= 467.000 21645.000 18.70 452.40 .00 .00 452.69 .28 .00 .00 458.60 20600.0 .0 20600.0 .0 .0 4823.1 .0 631.5 109.1 454.00 .30 .00 4.27 .00 .000 .035 .000 .000 433.70 1089.57 .000274 10. 10. 10. 0 0 0 .00 315.24 1404.81 1490 NH CARD USED •SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE= 1 TARGET= 1686.000 22370.000 20.14 452.64 GO .00 452.96 .31 .26 .01 450.50 20600.0 .0 20580.2 19.8 .0 4579.1 79.5 726.9 116.8 454.50 .36 00 4.49 .25 .000 .035 .055 .000 432.50 5094.00 .000321 880. 880. 480. 2 0 0 .00 552.82 6510.02 1 03SEP99 11:05:54 T1 DENTON CREEK - ENCROACHMENT T2 DENTON CREEK - 100 -YR DISCHARGE PROFILE T3 DENTON CREEK - TEXAS FILE: 4RSTFDWY.DAT J1 ICHECK ING NINV IDIR STRT METRIC NVINS Q WSEL FQ 0 6 0 0 0 0 0 453.12 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 15 0 -1 03SEP99 11:05:54 'SECNO DEPTH CWSEL CRIME; WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XI.OBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 6 PAGE 7 PAGE 8 'PROF 2 5208.0 6190.0 TYPE= 1 TARGET= 982.000 19930.000 - 21.23 0 .00 452.25 453.32 .10 .05 .02 448.50 20600.0 CCHV- .100 CERV= .300 .0 2344.1 6955.9 .0 396.5 53.3 100000.00 •SECNO 18440.000 1.02 2.62 .00 .045 .037 .000 .000 432.00 3470 ENCROACHMENT STATIONS= 3750.0 5585.0 TYPE= 1 TARGET= 1835.000 0 0 18440.000 21.72 453.12 .00 452.12 453.19 .07 .00 .00 449.00 20600.0 18066.9 2533.1 .0 8442.6 1053.1 .0 .0 .0 100000.00 00 2.14 2.41 .00 .035 .045 .000 .000 431.40 3750.00 .000302 10000. 5880. 4500. 0 0 0 .00 1835.00 5585.00 CCHV= .100 CEHV= .300 SECNO DEPTH CWSEL •SECNO 19330.000 WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.63 VOL TWA 3470 ENCROACHMENT STATIONS- 4000.0 5965.0 TYPE= 1 TARGET= 1965.000 XNL XNCH 19330.000 21.53 453.23 .00 452.25 453.26 .03 .06 .00 448.00 20600.0 9629.0 10971.0 .0 9878.9 6400.4 .0 192.3 28.4 100000.00 .13 .97 1.71 .00 .035 .035 .000 .000 431.70 4000.00 .000044 650. 650. 650. 2 0 0 .00 1965.00 5965.00 1490 NH CARD USED •SECNO 19930.000 - 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 3470 ENCROACHMENT STATIONS= 5208.0 6190.0 TYPE= 1 TARGET= 982.000 19930.000 - 21.23 453.23 .00 452.25 453.32 .10 .05 .02 448.50 20600.0 2399.7 18200.3 .0 2344.1 6955.9 .0 396.5 53.3 100000.00 .21 1.02 2.62 .00 .045 .037 .000 .000 432.00 5208.00 .000123 800. 600. 550. 2 0 0 .00 982.00 6190.00 CCHV- .100 CEHV= .300 •SECNO 20980.000 1 03SEP99 11:05:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB OCR QROB ALOB ACH AROB VOL TWA R -BANK ELEV TINE VLOB VCH VROB XNL XNCH XNR WTN ELWIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS- 1040.0 1580.0 TYPE= 1 TARGET= 540.000 20980.000 20.96 453.26 .00 452.28 453.45 .19 .10 .03 458.10 20600.0 .0 20532.1 67.9 .0 5858.1 177.1 526.7 66.0 450.00 .27 .00 3.50 .38 .000 .035 .055 .000 432.30 1064.69 .000161 870. 720. 420. 1 0 0 .00 515.31 1580.00 •SECNO 20P90.000 3470 P,BICRQACRMENT. STATIONS= 1040.0 ' 1580.0 TYPE- 1 TARGET- 540.000 20990.000 20..97 453.27 .00 452.29 453.45 .19 .00 .00 458.10 20600.0 0 20385.0 215.0 .0 5855.1 315.3 528.1 66.1 450.00 .27 .00 3.48 .68 .000 .035 .055 .000 432.30 1064.72 PAGE 9 7 � 7771 "71 7 n 77 1 .000159 10. 10. 10. 0 0 0 .00 473.35 1538.08 *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENP STATIONS= 1048.0 1522.0 TYPE= 1 TARGET= 474.000 21260.000 20.87 453.37 .00 452.41 453.52 .15 .06 .00 458.40 20600.0 0 20600.0 .0 .0 6622.1 .0 583.9 70.1 100000.00 .30 .00 3.11 .00 .000 .035 .000 .000 432.50 1071.08 .000149 380. 380. 390. 2 0 0 .00 433.69 1521.46 *SECNO 21635.000 3470 ENCROACHMENT STATIONS. 1061.0 1408.0 TYPE= 1 TARGET= 347.000 21635.000 19.66 453.36 .00 452.40 453.61 .25 .06 .03 458.60 20600.0 .0 20600.0 .0 .0 5126.6 .0 629.8 73.0 100000.00 .32 .00 4.02 00 .000 1035 .000 .000 433.10 1085.72 .000229 340. 340. 400. 2 0 0 .00 320.99 1406.71 *SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 1408.0 TYPE= 1 TARGET= 347.000 21645.000 19.66 453.36 .00 452.40 453.61 .25 .00 .00 458.60 20600.0 .0 20600.0 .0 .0 5127.2 .0 631.0 73.1 100000.00 :32 .00 4.02 .00 .000 .035 .000 .000 433.70 1085.71 .000229 10. 10. 10, 0 0 0 .00 321.00 1406.72 1 03SEP99 11:05:54 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -HANK ELEV Q QLOE OCR QROB ALOE ACH AROS VOL TWA R -BANK ELEV TIME VLOB VCR VROS XNL XNCH XNR WTN ELM1N SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED *SECNO 22370.000 3470 ENCR0ACNWENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET- - 366.000 22370.000 21.07 453.57 .00 452.64 433.85 .28 .23 .01 450.30 20600.0 .0 20600.0 .0 .0 4878.3 .0 732.0 79.8 100000.00 .38 .00 4.22 .00 .000 .035. .000 .000 432.50 5094.00 .000291 880. 880. 480. 2 0 0 .00 337.52 5431.52 1 03SEP99 11:05:54 fffxrirrffirf of iYfffirRf HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 xRYttYf Yf iffifrYff*Iff YfffffYf tf if irr PAGE 11 THIS RUN EXECUTED 03SEP99 11:05:54 NOTE- ASTERISK (•) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK - TEXAS SUMMARY PRINTOUT SECNO CWSEL DIFWSP SSTA BROST STCHL STCHR TOPWID O 18440.000 452.12 .00 3750.00 7046.00 5480.00 5585.00 3157.20 20600.00 18440.000 453.12 1.00 3750.00 5585.00 5480.00 5585.00 1835.00 20600.00 • 19330.000 452.25 .00 4000.00 7512.82 5551.80 5965.00 3326.35 20600.00 • 19330.000 453.23 .98 4000.00 5965.00 5551.80 5965.00 1965.00 20600.00 19930.000 452.25 .00 5208.00 7084.74 5704.00 6190.00 1678.88 20600.00 ' 19930.000 453.23 .98 5208.00 6190.00 5704.00 6190.00 982.00 20600.00 20980.000 452.28 .00 1068.80 1491.93 1040.00 1413.00 423.13 20600.00 20980.000 453.26 .98 1064.69 1580.00 1040.00 1413.00 515.31 20600.00 20990.000 452.29 .00 1068.79 1527.64 1040.00 1413.00 458.85 20600.00 20990.000 453.27 .98 1064.72 1538.08 1040.00 1413.00 473.35 20600.00 21260.000 452.41 .00 1074.62 1520.63 1048.00 1522.00 421.82 20600.00 21260.000 453.37 .96 1071.08 1521.46 1048.00 1522.00 433.69 20600.00 21635.000 452.40 .00 1089.58 1528.00 1061.00 1408.00 375.78 20600.00 21635.000 453.36 .96 1085.72 1406.71 1061.00 1408.00 320.99 20600.00 21645.000 452.40 .00 1089.57 1404.81 1061.00 1408.00 315.24 20600.00 21645.000 453.36 .96 1085.71 1406.72 1061.00 1408.00 321.00 20600.00 22370.000 452.64 .00 5094.00 6510.02 5094.00 5460.00 552.82 20600.00 22370.000 453.57 .92 5094.00 5431.52 5094.00 5460.00 337.52 20600.00 1 03SEP99 11:05:54 DENTON CREEK - TEXAS SUMMARY PRINTOUT TABLE 110 SECMO CWSEL DIFKWS EG TOPWID QLOB OCH OROS PERENC 18440.000 452.12 .00 452.20 3157.20 15258.89 2644.29 2696.83 3900.00 18440.000 453.12 1.00 453.19 1835.00 18066.85 2533.15 .00 1835.00 19330.000 452.25 .00 452.28 3326.35 8333.97 11253.42 1012.60 4250.00 • - 19330.000 453.23 .98 453.26 1965.00 9628.97 10971.03 .00 1965.00 • 19930.000 452.25 .00 452.36 1678.88 1651.58 18286.88 661.55 2142.00 ' 19930.000 453.23 .98 453.32 982.00 2399.75 18200.25 .00 982.00 20980.000 452.28 .00 452.50 423.13 .00 20589.25 10.75 540.00 20980.000 453.26 .98 453.45 515.31 .00 20532.10 67.90 540.00 20990.000 452.29 .00 452.50 458.85 .00 20469.82 130.18 540.00 20990.000 453.27 .98 453.45 473.35 .00 20384.96 215.04 540.00 21260.000 452.41 .00 452.58 421.82 .00 20600.00 .00 474.00 `21260.000 453.37 .96 453.52 433.69 .00 20600.00 .00 474.00 21635.000 452.40 .00 452.68 375.78 .00 20578.39 21.61 467.00 ELMIN 431.40 431.40 431.70 431.70 432.00 432.00 432.30 432.30 432.30 432.30 432.50 432.50 433.70 433.70 433.70 433.70 432.50 432.50 STENCL STCHL 3750.00 5480.00 3750.00 5480.00 4000.00 5551.80 4000.00 5551.80 5208.00 5704.00 5208.00 5704.00 1040.00 1040.00 1040.00 1040.00 1040.00 1040.00 1040.00 1040.00 1048.00 1048.00 1048.00 1048.00 1061.00 1061.00 PAGE 12 STCHR STENCR 5585.00 7650.00 5585.00 5585.00 5965.00 8250.00 5965.00 5965.00 6190.00 7350.00 6190.00 6190.00 1413.00 1580.00 1413.00 1580.00 1413.00 1580.00 1413.00 1580.00 1522.00 1522.00 1522.00 1522.00 1408.00 1528.00 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 19330.000 PROFILE= 1 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 19930.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 03SEP99 11:05:54 PAGE 14 FLOODWAY DATA, DENTON CREEK - TEXAS PROFILE NO. 2 - - - - - -- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 18440.000 1835. 9496. 2.2 453.1 452.1 1.0 19330.000 1965. 16279. 1.3 453.2 452.2 21635.000 453.36 .96 453.61 320.99 .00 20600.00 .00 347.00 1061.00 1061.00 1408.00 453.3 1408.00 1.0 21645.000- 452.40 .00 452.69 315.24 .00 20600.00 .00 467.00 1061.00 1061.00 1408.00 452.4 1528.00 21635.000 21645.000 453.36 .96 453.61 321.00 .00 20600.00 .00 347.00 1061.00 1061.00 1408.00 1.0 1408.00 338. 22370.000 452.64 .00 452.96 552.82 .00 20580.18 19.82 1686.00 5094.00 5094.00 5460.00 6780.00 22370.000 453.57 .92 453.85 337.52 .00 20600.00 .00 366.00 5094.00 5094.00 5460.00 5460.00 1 03SEP99 11:05:54 PAGE 13 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 19330.000 PROFILE= 1 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19330.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19930.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 19930.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 03SEP99 11:05:54 PAGE 14 FLOODWAY DATA, DENTON CREEK - TEXAS PROFILE NO. 2 - - - - - -- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 18440.000 1835. 9496. 2.2 453.1 452.1 1.0 19330.000 1965. 16279. 1.3 453.2 452.2 1.0 19930.000 982. 9300. 2.2 453.2 452.2 1.0 20980.000 515. 6035. 3.4 453.3 452.3 1.0 20990.000 473. 6170. 3.3 453.3 452.3 1.0 21260.000 450. 6622. 3.1 453.4 452.4 1.0 21635.000 321. 5127. 4.0 453.4 452.4 1.0 21645.000 321. 5127. 4.0 453.4 452.4 1.0 22370.000 338. 4878. 4.2 453.5 452.6 .9 Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas Appendix G Corrected Effective Mutti- Profile HEC -2 Model RVEXD4ST 1+ aau aeuuuaa aaaaaaaaa: aaaaaa•aa•aaaaa aaa a uaaaaaaaaaaaaaaaaaau aaaaaa as +u aua •* HBC -2 WATER SURFACE PROFILES • •• U.S. ARMY CORPS OF ENGINEERS • HYSRtOLOGIC ENGINEERING CENTER • Version 4._6.2; May 1991 • • 609 SECOND STREET, SUITE D ' • ' DAVIS, CALIFORNIA 95616 -4687 *' RUN DATE 12SEP99 TIME 14:29:46 * ` • (916) 756 -1104 to aaaaaa aaaa•aaaaaa aaaa + +a aaaaaaaa •aa •a *aaa• aaaaaa aaa ♦aaaa♦aeaaaaaaaaeaaaaaaaaaaaae X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXICXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXIIXXXX 1 12SEP99 14:29:46 e aaaa +aa aaaaaae aaaaaaaau a u :a as aaaaa HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 SPLIT FLOW BEING PERFORMED SF DENTON CREEK WEIR SPLIT FLOW ANALYSIS TW LEFT BANK BETWEEN SECTION 13 AND 12 DS SECT US SECT RETURN COEFF WE 8 12 13 -1 2.8 WEIR COORDINATES STA 1 ELE 1 STA 2 ELE 2 WC 0 450.5 250 451.1 545 451.1 WC 845 456 940 458 1000 458.1 TW LEFT BANK BETWEEN SECT. 12 AND 11 DS SECT US SECT RETURN COEFF WS 3 11 12 —1 2.8 WEIR COORDINATES STA 1 ELE 1 STA 2 ELE 2 WC 0 451.4 150 451.0 350 450.5 TW LEFT HANK BETWEEN SECT. 11 AND 10 DS SECT US SECT RETURN COEFF WS 3 10 11 —1 2.8 WEIR COORDINATES STA 1 ELE '1 STA 2 ELE 2 WC 0 451.0 205 451.6 285 451.4 TW LEFT BANK BETWEEN SECT.. 10 AND 9 DS SECT US SECT RETURN COEFF 705 452 770 454 PAGE 1 THIS RUN EXECUTED 12SEP99 14:29:46 WS 2 9 10 -1 2.8 WEIR COORDINATES STA 1 ELE 1 STA 2 ELE 2 WC 0 451.0 240 451.0 TW LEFT BANK BETWEEN SECT. 9 AND 8 DS SECT US SECT RETURN COEFF WE 2 7 9 -1 2.8 WEIR COORDINATES STA 1 .ELE 1 STA 2 ELE 2 WC 0 450.8 220 451.0 1 12SEP99 14:29:46 TW LEFT BANK BETWEEN SECT. 7 AND 3 DS SECT US SECT RETURN COEFF WE 2 3 7 -1 2.8 WEIR COORDINATES STA 1 ELE 1 STA 2 ELE 2 WC 0 450.8 148 450.8 TW LEFT BANK BETWEEN SECT. 3 AND 2 DS SECT US SECT RETURN COEFF WE 2 2 3 -1 2.8 WEIR COORDINATES STA I ELE 1 ETA 2 ELE 2 WC 0 450.8 235 450.8 REVISED 10/13/98 TW LEFT BANK BETWEEN SECT. 2 AND 1.1 DE SECT US SECT .RETURN COEFF WE 2 '-1.1 2 -1 2.8 WEIR COORDINATES - STA 1 ELE 1 STA 2 ELE 2 WC 0 450.3 135 450.8 REVISED 10/13/98 IN _ LEFT BANK SETWEE b5 SECT US SECT WE 4 1 1.1 WEIR COORDINATES STA 1 ELE 1 STA 2 WC 0 450.6 308 i SECT. 1.1 AND 1 RETURN COEFF -1 2.8 ELE 2 450.5 589 458.3. 950 450.3 TW LEFT BANK BETWEEN SECT. 1 AND 0 DS SECT US SECT RETURN COEFF WE 4 0 1 -1 2.8 WEIR COORDINATES STA 1 ELE 1 STA 2 ELE 2 WC 0 450.4 375 450.1 544 450.5 650 450.6 1 12SEP99 14:29:46 T1 DBNTON CREEK REVISED SEIST' CONDITION SPLIT FLOW T2 WINDSOR ESTATES AM DEFORM COURT `(COPPELL, MAE) FIE MODEL T3 10 -YEAR PIS DISCROWE PROFILE FILE: RVEKD4ST.DAT PAGE 2 PAGE 3 IDIR STRT METRIC 0 .001 0 XSECV XSECH PH HVINS Q WSEL PQ J1 ICHECK INQ NINV ALLDC 0 2 0 J2 NPROF. IPLOT PRFVS USED FLOWLINE FROM FEMA SECTION ADJUSTED 1 0 -1 IDIR STRT METRIC 0 .001 0 XSECV XSECH PH HVINS Q WSEL PQ 0 0 150 ALLDC IBW CHNIM ITRACE J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 FROM MORRISON: USED FLOWLINE FROM FEMA SECTION ADJUSTED FOR CONSTANT SLOPE SLOPE: 428.5- 429.3/ 4790= .000167 FL= 428.6 CL STATION= 2000 OVERSAW DATA FOR SECTION FROM TRINITY TOPO.- HAI NC .035 .055 .045 .1 .3 QT 4 12800 18200 20600 36200 X1 0 35 1960 2060 0 0 0 OR 450.4 660 450 760 448 770 446 780 444 790 OR 442 800 440 805 440 815 442 820 443.1 890 OR 444 1080 444 1110 442.7 1125 444 1210 444.7 1250 OR 444 1315 444 1345 446 1520 447.1 1640 446 1800 OR 446 1860 446 1960 434 1980 428.5 1995 428.5 2005 OR 434 2020 446 2050 448 2060 448 2140 448 2160 OR 450 2700 452 2765 454 2790 456 2800 458 2840 SLOPE: 428.5- 429.3/ 4790= .000167 FL= 428.9 CL STATION= 3000 OVERSAW DATA FOR SECTION FROM TRINITY TOPO - HAI _ K1 1 22 2860 3050 850 870 1700 OR 450.6 500 450 .610 448 645 446 660 444 665 OR 442 675 440 680 442 695 444 715 444.2 820 OR 445.1 1260 446 1410 448 2150 448 2860 446 2960 OR 436 2970 428.9 2995 428.9 3005 436 3010 450 3045 OR 452 3050 452 3190 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY OVERBANK DATA FOR SECTION FROM TRINITY TOPO - HAI Xi 1.1 22 1920 2060 890 1330 1570 OR 450 350 448 364 446 373 444 381 442 390 OR 442 405 444 415 446 421 448 840 450 1072 OR 448 1258 447.8 1290 447.8 1335 450 1790 450 1920 OR 448 1950 438 1982 429.1 .1995 429.1 2005 438 2023 OR 450 2060 452 2130 1 12SEP99 14:29:46 PAGE 4 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY OVERSAW DATA FOR SECTION FROM TRINITY TOPO - HAI X1 2 22 1913 2057 250 680 800 OR 450.8 - 1055 450 1070 448 1082 446 1090 444 1095 OR 442 1101 442 1120 444 1130 446 1140 448 1170 OR 449.1 1425 450 1598 452 1913 450 1942 446 1962 OR 438 1974 429.3 1995 429.3 2005 438 2020 450 2057 OR 452 2122 452.3 2138 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL 70 X1 3 22 2925 3035 230 385 380 444 2464 450 OR 450.8 2112 450 2131 448 2140 446 2145 444 2150 OR 444 2168 446 2176 448 2184 450 2382 452 2825 OR 452 2925 450 2940 438 2978 429.7 2995 429.7 3005 OR 438 3024 444 - 3035 446 3070 448 3082 450 3093 OR 452 3098 454 3111 2444 446 OR 468 2493 450 2523 450.6 2668 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY 3005 438 3013 446 OR 450 3114 452 3155 LT. OVEREANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO 453 3923 X1 4 22 2932 3035 35 50 50 INEFFECTIVE FLOW ADDED IN AT. OVERSAW OR 450.8 2145 448 2172 446 2179 444 2184 444 2202 OR 446 2212 448 2220 450 2467 452 2810 452.8 2870 OR 452 2932 450 2940 438 2978 429.7 2995 429.7 3005 OR 438 3024 444 3035 446 3105 448 3112 450 3120 OR 452 3130 454 3144 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY. TOPO, RT. OVERSAW DATA FROM CITY OF COPPELL TO K1 5 24 2947 3054 1 50 50 OR 450.8 2165 448 2192 446 2199 444 2204 444 2222 OR 446 2232 448 2240 450 2490 452 2835 452.8 2893 OR 452 2947 438 2977 429.8 2995 429.8 3005 438 3025 OR 446 3045 448 - 3050 450 3054 450 3160 448 3178 OR 448 3200 450 3210 452 3223 454 3240 CHANNE[, SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO K1 6 23 2950 3060 1 100 80 OR 450.8 2205 448 2232 446 2239 .444 2244 444 2262 OR 446 2272 448 2280 450 2530 452 2880 452 2950 OR 438 2977 429.8 2995 429.8 3005 438 3025 446 3038 OR 448 3043 450 3050 452 3060 452.3 3150 452 3282 OR 450.5 3638 452 3769 453 3769 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERSANK DATA PROM CITY OF COPPELL TO 1 12SEP99 14:29:46 2442 2995 3052 3835 450.7 430 452 453 PAGE 5 K1 7 20 2968 3063 175 100 160 OR 450.8 2412 444 2435 444 2464 450 OR 452 2900 452 2968 438 2983 430 GR 438 3017 446 3038 448 3045 450 OR 452 3310 452 3430 450.5 3703 452 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT.. OVERBANK DATA PROM CITY OF COPPELL TO INEFFECTIVE FLOW ADDED IN RT. OVERBANK CL STATION- 3000 K1 9 23 2960 3052 340 510 460 K3 - - - - 3114 451 OR 451 2418 450 2433 448 2444 446 OR 468 2493 450 2523 450.6 2668 450 OR 430.5 2995 430,5 3005 438 3013 446 OR 450 3114 452 3155 452 3260 449.2 OR 452 3750 452 3923 453 3923 CHANNEL SECTION TAKEN PROM CORPS STAFF STUDY LT. OYERBAMK ZATA PROM TRINITY TOPO, RT, OVERBANK DATA FROM CITY OF COPPELL TO INEFFECTIVE FLOW ADDED IN AT. OVERSAW 2795 3005 3063 3835 2456 446 2481 2960 438 2987 3052 448 3087 3395 452 3633 7 1 77n 2358 446 2372 2828 452.5 2892 X1 10 26 2936 3076 250 1 15C X3 452 3887 3076 451 GR 451 2320 450 2336 448 2350 44E GR 448 2388 450 2495 450.8 2665 452 GR 452 2936 450 2948 438 2985 430.E GR 438 3015 446 3040 448 3043 45C GR 452 3225 449.2 3360 452 3600 45: OR 453 3887 3487 452 3632 452 3724 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY 3918 LT. OVERRANR DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TC INEFFECTIVE FLOW ADDED IN RT. OVERBANK PEMA CROSS- SECTION 18440 REMOVED (MORRISON) LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM 7 1 77n 2358 446 2372 2828 452.5 2892 2995 430.6 3005 3058 452 3076 3714 452 3887 X1 11 22 2910 3092 190 50 190 X3 3092 451 GR 451.4 2200 450 2220 448 2235 448 2473 448 2507 GR 450 2697 452 2910 450 2953 438 2987 430.8 2995 OR 430.8 3005 438 3017 446 3050 448 3053 450 3063 GR 452 3092 452 3288 450.2 3487 452 3632 452 3724 OR 452 3918 453 3918 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO INEFFECTIVE FLOW ADDED IN BOTH OVERBANKS 1 12SEP99 14:29:46 PAGE 6 NC .035 X1 12 27 2860 3078 350 100 185 X3 2170 460 3600 460 GR 450.6 1880 448 1940 446 1950 446 2000 447.2 2160 OR 446.9 2340 448 2430 449.3 2510 450 2630 450 2640 GR 449.2 2680 450 2770 451.2 2860 450 2898 438 2940 GR 431 2995 431 3005 438 3030 446 3045 448 3062 GR 450 3070 452 3078 452 3325 451.2 3505 450.6 3743 GR 452 3868 453 3868 USE FEMA CROSS SECTION DATA ON THIS SECTION for the channel portion LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERSAW DATA FROM CITY OF COPPELL TO INEFFECTIVE FLOW ADDED IN BOTH OVERBANKS X1 13 26 5510 5889 220 150 230 X3 4920 460 6343 460 GR - 458 4210 450 4260 446.7 4340 448 4720 448.3 4950 GR 448.8 5125 450 5290 451.4 5510 448.0 5551.8 431.4 5627 GR 431.4 5767 446 5792 448 5797 448 5813 446 5819 GR 440 5830 431.4 5845 440 5855 446 5873 448 5878 GR 450 5883 452 5889 452.8 6070 452 6362 452 6550 GR 453 6550 USE FEMA CROSS SECTION DATA ON THIS SECTION for the Channel portion LT. OVERSAW DATA FROM TRINITY TOPO, RT. OVERSAW DATA FROM CITY OF COPPELL TO INEFFECTIVE FLOW ADDED IN LT. OVERSAW FENA CROSS - SECTION 19330 REMOVED (MORRISON) X1 14 28 5510 6032 175 110 170 X3 4930 460 6465 470 GR 458 4250 450 4300 446.7 4380 447.5 4820 448 4970 GR 449.6 5300 450 5430 451.3 5510 450 5553 431.7 5617 OR 431.7 5777 446 5850 448 5858 450 5862 452 5872 GR 452 5910 450 5919 448- 5925 446 5932 436 5975 GR 440 5980 446 6004 448 6016 450 6024 452 6032 GR 452 6370 452 6730 453 6730 X- SECTION REPEATED X1 19647 28 5510 6032 240 263 240 X3 4930 460 6325 470 OR 458 4250 450 4300 446.7 4380 447.5 4820 448 4970 OR 449.6 5300 450 5430 451.3 5510 450 5553 431.7 5617 OR 431.7 5777 446 5850 448 5858 450 5862 452 5872 OR 452 5910 450 5919 448 5925 446 5932 436 5975 OR 440 5980 446 6004 448 6016 450 6024 452 6032 OR 452 6370 452 6730 453 6730 CROSS- SECTION COPIED FROM 19930 NH 5 .045 5704 .035 5996 .045 6070 .035 6190 .055 NH 7350 ET 5208 7350 2.1 7.1 5208 6190 1 12SEP99 14:29:46 PAGE 7 X1 19770 53 5704 6190 123 149 123 X3 0 0 0 5408 470 6870 470 OR 454.3 1000 450 1040 448 1160 449 1190 449 1210 OR 448 1220 448 1320 449 1330 450 1460 450 1520 OR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 OR 447 2540 447 3070 446.3 3240 '446 3350 445 3360 OR 445 3370 446 3390 - 447 3460 447.5 3750 447 4070 OR 447 4090 448 4150 448.5 4300 446.5 4660 448.5 4960 OR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 OR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070 GR 437 6110 432 6130 437 6150 453 6190 453 6220 OR 452 6440 452 6520 450 6760 450 6900 452 6950 OR 454 7100 456 7250 458 7350 CHANGED DISTANCE TO MATCH MEASURED TOPO NH 5 .045 5704 .035 5996 .045 6070 .035 6190 .055 NH 7350 ET 5208 7350 2.1 7.1 5208 6190 X1 19930 53 5704 6190 160 153 160 X3 0 0 0 5408 470 6780 470 GR 454.3 1000 450 1040 448 1160 449 1190 449 1210 OR 448 1220 448 1320 449 1330 450 1460 450 1520 OR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 OR 447 2540 447 3070 446.3 3240 446 3350 445 3360 OR 445 3370 446 3380 447 3460 447.5 3750 447 4070 OR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960 OR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 OR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070 OR 437 6110 432 6130 437 6150 453 6190 453 6220 OR 452 6440 452 6520 450 6760 450 6900 452 6950 GR .454 7100 456. 7250 458 7350 X- SECTION REPEATED NH 5 .045 5704 .035 5996 .045 6070 .035 6190 .055 NH 7350 ET 5208 7350 2.1 7.1 5208 6190 X1 20025 53 5704 6190 95 30 -95 X3 0 0 0 5408 470 6770 470 OR 454.3 1000 450 1040 448 1160 449 1190 449 1210 GR 448 1220 448 1320 449 1330 450 1460 450 1520 OR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 GR 447 2540, 447 3070 446.3 3240 446 3350 445 3360 OR 445. 3370 446 3380 447 3460 -. 447.5 3750 447 4070 OR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960 OR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 OR 432 5770 432 S930 448.5 5996 448..5 6050 440.5 6070 OR 437 6110 432 6130 437 6150 4S3 6190 453 6220 OR 452 6440 452 6520 450 6760 450 6900 " 452 6950 OR 454 7100 456 7250 458 7350 1 �....� � �""1 1 _.� 1 "'1 L__`7 f ""^^4 )_,. -.. f -' f ..'._" 1 L .._^ t f..�1 ♦ � ^-t •._- -� r ----y r - -^..� f.� -..y 12SEP99 14:29:46 PAGE 8 NC .055 .055 .035 .1 -.3 ET 1040 2525 2.1 7.1 1040 1580 X1 20980 20 1040 1413 775 415 630 X3 0 0 0 1040 470 1580 452.7 GR 452 1000 458 1035 458.1 1040 458 1045 432.3 1152 GR 432.3 1312 435 1365 440 1385 450 1413 451 1420 GR 452 1432 452.7 1580 452 1711 451.5 2000 450.8 2255 GR 452 2405 454 2440 456 2460 458 2480 460 2525 ET 1040 2525 2.1 7.1 1040 1538 X1 20990 23 1040 1413 10 10 10 X3 0 0 0 1040 470 1457 452.1 GR 452 1000 458 1035 458.1 1040 458 1045 432.3 1152 GR 432.3 1312 435 1365 440 1385 450 1413 451 1420 GR 452 1432 452.1 1457 448.1 1473 448.1 1483 454.1 1547 GR 454.6 1557 455.5 2000 455.8 2255 455 2405 455 2440 GR 456 2460 458 2480 460 2525 ET 1048 2600 2.1 7.1 1040 1522 X1 21260 26 1048 1522 380 390 380 X3 0 0 0 1048 470 1522 454 GR 452 1000 458 1042 458.4 1048 458 - 1054 432.5 1148 GR 432.5 1314 450 1382 455.5 1403 450 1425 433 1455 GR 433 1480 435 1500 440 1510 454 1522 454 1533 GR 453.6 1552 448.85 1571 448.85 1581 455.6 1635 455.6 1700 GR 455.9 2335 456 2430 456 2445 456 2495 458 2563 GR 460 2600 OT 4 12800 18200 20600 36200 ET 1061 2570 2.1 7.1 1040 1407 X1 21635 23 1061 1408 340 400 340 X3 0 0 0 1061 470 1458 454.8 GR 452 1000 458 1055 458.6 1061 458 1067 433.7 1165 GR 433.7 1340 435 1370 454 1408 454.8 1458 451.5 1471 GR. 451.5 1573 454.6 1584 454.1 1594 454.1 1596 454 1600 GR 454.9 1630 455 1640 455.8 2100 455 2290 455 2355 OR 456 2422 458 2530 460 2570 ET - 1061 2570 2.1 7.1 1040 1407 X1` 21645 18 1061 1408 10 10 10 X3 0 0 0 1061 470 1528 455.8 GR 452 1000 458 1055 458.6 1061 458 1067 433.7 1165 GR 433.7 1340 435 1370 454 1408 455.8 1520 454 1600 GR 452 1800 452 1800 451.8 2100 452 2290 454 2355 GR 456 2422 458 2530 460 2570 NH 5 .05 1300 .06 5094 .035 5460 .055 6610 NH 6780 .05 ET 5094 6780 2.1 7.1 5094 5460 1 12SEP99 14:29:46 PAGE X1 22370 28 5094 5460 880 480 880 X3 0 0 0 5094 470 5460 454.5 GR 460 1000 449 1300 449 1750. 448 1950 448 2550 GR 450 2950 450 3670 449 4010 448 4070 449.5 4370 GA 450.5 4970 450..5 5094 434.04 5160 434.04 5220 434.04 5280 GR 432.5 5320 435 5345 445 5360 446 5380 452.7 5465 GR 454.5 5460 454 5870 452.5 6310 452 6480 453.5 6550 GR 457 6610 459.5 6630 466 6780 9 NC .055 .055 .035 .1 .3 NH 5 .055 5468.04 .035 5694.28 .055 6610 .035 7000 .055 NH 7550 X1 23800 52 6610 7000 720 680 1430 X3 5467 470 7000 454 OR 465 1000 460 1110 457 1190 456 1280 455 OR 455 - 1480 454 1590 453 1740 452 1860 451 ,1340 1950 OR 450 2110 449 2820 449 2850 450 3280 450 3300 OR 450 3350 450 3410 451 3440 451 3540 451 3630 OR 451 4140 450.4 4190 451 4240 451 4380 450.6 4900 OR 451 5280 451 5380 451.42 5468.04 434.68 5535 434.68 5625 OR 452 5694.28 454 5820 454 5940 455 5970 455 6310 OR 454 6390 455 6410 455 6510 450 6610 450 6620 OR 440 6640 433.3 6660 440 6680 450 6700 454 7000 OR 453 7070 454 7239 454 7240 450 7280 455 7350 OR 460 7470 470 7550 NH 5 0.055 5260 0.035 5510 0.055 6340 0.035 6940 0.055 NH 12560 X1 24400 43 5260 6940 130 230 550 X3 5260 470 6940 ..470 OR 465 1000 460 1040 457.5 1090 459.5 1140 452 1200 OR 452 1240 457 1270 452 1340 450.5 1540 450 1700 OR 450 1940 449 2200 450 2790 450 3250 451 3340 OR 452 3870 451 4090 451 5000 452 5220 459.5 5240 OR 459.2 5260 452.3 5280 452 5310 433.5 5365 433.5 5445 OR 451.5 5510 453 5600 456.5 $950 453 6340 446 6490 OR 431.5 6640 452 6820 456 6940 457.8 7120 459 7430 OR 459.9 7670 458 9020 457.5 9240 458 9440 458.5 9940 OR 457 11240 457.5 12240 458 12560 NC .055 .055 .035 .100 .300 NH 5 .055 4188.16 .035 4424.38 .055 5060 .035 5200 .055 NH 6690 XS 24700 53 5060 5200 610 80 350 X3 4187.0 470.0 5200.0 470.0 OR 465.0 1000.0 462.0 1120.0 462.0 1140.0 460..0 1230.0 460.0 1300.0 OR 457.0 1410.0 455.0 1550.0 454.0 1650.0 453.0 1870.0 452.0 2080.0 GR 451.0 2180.0 450.0 2260.0 451.0 2630.0 451.0 2910.0 451.0 2980.0 OR 452.0 3180.0 452.0 3340.0 452.0 3530.0 453.0 3800.0 453.0 4000.0 OR 453.0 4110.0 453.0 4188.16 435.04 4260.0 435.04 4350.0 453.63 4424.38 OR 454.0 4450.0 455.0 4480.0 455.0 4510.0 454.0 4780.0 454.0 4800.0 1 128EP99 14:29:46 PAGE 10 OR 455.0 4850.0 451.0 5000.0 451.0 5060.0 440.0 5140.0 433.9 5155.0 OR 440.0 5170.0 456.0 5200.0 456.3 5260.0 456.6 5300.0 456.9 5400:0 OR 457.0 5630.0 458.4 5800.0 459.0 5900.0 459.4 5970.0 459.7 6050.0 OR 459.9 6140.0 459.0 6360.0 458.5 6410.0 458.3 6480.0 458.7 6500.0 OR 459.2 6580.0 460.0 6670.0 462.0 6690.0 NC 0.055 0.065 0.035 0.100 0.300 X1 25530 90.0 2495.2 2742.67 700.0 560.0 700.0 X3 2494.0 470.0 2742.67 470.0 OR 469.5 500.0 460.5 600.0 455..6 700.0 452.9 800.0 450.4 900.0 OR 449.9 1000.0 451.1 1100.0 450.6 1200.0 451.3 130040 4 1400.0 OR 451.0 1500.0 451.4 1600.0 451.6 1700.0 451.5 1800.0 452.7 1900.0 OR 453.1 2000.0 453.4 2100.0 454.2 2200.0 454.3 2300.0 455.0 2400.0 OR 455.33 2495.2 436.63 2570.0 436.63 2627_2 434.5 2630.0 434.4 2670.0 OR 454.8 2742.67 453.5 2780.0 454.0 2620.0 470.0 2820.0 470.0 2880.0 GR 455.0 2880.0 454.7 2905.0 454.7 2935.0 455.3 2965.0 470.0 2965.0 OR 470.0 3020.0 456.5 3020.0 456.5 3030.0 470.0 3030.0 470.0 3090.0 OR 456.8 3090.0 456.8 3100.0 470.0 3100.0 470.0 3160.0 456.8 3160.0 - 1 t -_ 1 1 _ _"7 I "'7 t - '° - 8 f I r ---- r °-°X I ..--- IN I - --E I _.-� •-a -._.� --.-,. GR 456.9 3170.0 470.0 3170.0 470.0 3240.0 457.8 3240.0 457.8 3250.0 GR 470.0 3250.0 470.0 3315.0 457.9 3315.0 457.9 3325.0 470.0 3325.0 GR 470.0 3385.0 457.8 3385.0 457.8 3395.0 470.0 3395.0 470.0 3455.0 GR 458.1 3455.0 458.1 3465.0 470.0 3465.0 470.0 3525.0 457.2 3525.0 GR 451.2 3540.0 470.0 3540.0 470.0 3590.0 457.0 3590.0 455.9 3620.0 OR 455.9 3650.0 456.9 3680.0 470.0 3680.0 470.0 3750.0 457.6 3750 - .0 GR 457.6 3765.0 470.0 3765.0 470.0 3825.0 458.0 3825.0 458.0 3840.0 GR 470.0 3840.0 470.0 3905.0 458.4 3905.0 458.4 3920.0 470.0 3920.0 GR 470.0 3980.0 458.7 3980.0 458.7 4000.0 470.0 4000.0 470.0 4600.0 X1 25770 70.0 2495.2 2780.0 240.0 240.0 240.0 - X3 2494.0 470.0 2780.0 470.0 GR 469.5 500.0 460_5 600.0 455.6 700.0 452.9 800.0 450.4 900.0 GR 449.9 1000.0 451.1 1100.0 450.6 1200.0 451.3 1300.0 450.8 1400.0 GR 451.0 1500.0. 451.4 1600.0 451.6 1700.0 451.5 1800.0 452.7 1900.0 GR 453.1 2000.0 453.4 2100.0 454.2 2200.0 454.3 2300.0 455.0 2400.0 GR 455.33 2495.2 436.73 2570.0 436.73 2650.0 434.6 2660.0 434.6 2710.0 GR 456.0 2780.0 456.8 2845.0 470.0 2845.0 470.0 2920.0 456.8 2920.0 GR 456.8 2940.0 470.0 2940.0 470.0 2990.0 456.6 2990.0 456.8 GR 470.0 3010.0 470.0 3060.0 456.8 3060.0 457.2 3095.0 470.0 .3010.0 3095.0 GR 470.0 3145.0 457.2 3145.0 457.6 3165.0 470.0 3165.0 470.0 3210.0 GR 457.6 3210.0 457.8. 3230.0 470.0 3230.0 470.0 3280.0 457.8 3280.0 GR 457.8 3300.0 470.0 3300.0 470.0 3350.0 457.8 3350.0 457.7 3370.0 GR 470.0 3370.0 470.0 3420.0 457.7 3420.0 457.3 3440.0 470.0 3440.0 GR 470.0 3490.0 457.3 3490.0 457.1 3510.0 470.0 3510.0 470.0 3540.0 GR 457.1 3540.0 456.0 3555.0 456.0 3590.0 459.6 3600.0 470.0 4360.0 41' 4 13300 18900 21300. 36200 NH 5.00 0.055 2619.58 0.035 2818.65 0.055 2900.00 0.035 3100.00 0.055 NH 5200 .055 1 12SEP99 14:29:46 PAGE 11 X1 26830 42.0 2619.58 3100.0 1030.0 960.0 1050.0 X3 2619.58 470.0 5200.0 470.0 - GR 464.9 550.0 461.9 600.0 459.1 700.0 455.9 800.0 452.9 900.0 GR 451.7 1000.0 451.3 1200.0 451.2 1200.0 450.9 1300.0 451.1 1400.0 GR 452.8 1500.0 452.8 1600.0 452.4 1700.0 453.2 1800.0 453.1 1900.0 GR 453.3 2000.0 454.2 2100.0 454.4 2200.0 455.3 2300.0 456.0 2400.0 GR 455.9 2500.0 457.6 2600.0 457.35 2619.58 436.74 2702.0 436.74 2738.0 OR 456.91 2818.65 457.8 2900.0 451.6 3000.0 448.7 3005.0 436.3 3027.0 GR 436.5 3062.0 452.0 3100.0 454.0 3200.0 452.0 3230.0 452.0 3290.0 GR 442.0 3500.0 442.0 3650.0 442.5 - . 3920.0 456.3 4000.0 460:0 4250.0 GR 461.9 5100.0 465.0 5200.0 NH 5.000 0.055 2416.98 0.0350 2609.7 0.0550 2700.0 0.035 2941.0 0.055 NH 5100 X1' 28080 40.0 2417.0 2941.0 850.0 1000.0 900.0 X3 2417.0 470.0 5100.0 470.0 GR 466.0 1019.0 463.3 1100.0 463.2 1200.0 460.0 1245.0 461.5 1300.0 GR 460.1 1400.0 459.9 1500.0 459.2 1600.0 458.0 1659.0 457.1 1700.0 GR 455.6 1800.0 453.1 1900.0 453_5 2000.0 455.5' 2100.0 456.3 2200.0 GR 455.4 2300.0 455.8 2400.0 455.94 2416.98 437.18 2492.0 437.18 2528.0 GR 457.61 2609.7 457.7 2700.0 456.1 2800.0 453.3 2838.0 435.2 2865.0 GR 435.3 2900.0 458.4 2941.0 456.2 2963.0 458.3 3000.0 457.4 3100.0 GR 456.0 3180.0 454.0 3400.0 452.0 3500.0 452.0 3620.0 452.0 3680.0 GR 452.0 3720.0 452.0 3900.0 460.0 4150.0 460.7 5000.0 464.,9 5100;0 OT 4. 13300 18900 21300 36200 NH 5 0.06 2319 0.035 2521 0.06 2580 0.045 2750 0.055.. NH 5400 X1 28870 36 2319 2810 - 610 900 610' - X3 2319 470 5400 470 OR 470 900 460 1495 456 1695 456 1790 454 1930 OR 454 2000 - 454.8 2070 453.2 2100 457 2140 457 2190 OR 457 2319 437.5 2397 437.5 2420 437.5 2443 457 2521 OR 457.2 2521.8 454.7 2580 437.6 2600 436.3 2630 451.5 2670 OR 459.3 2750 459.3 2810 458 3010 456 3090 454 3200 OR 452 3270 452 3300 452 4340 452 4620 454 4680 OR 456 4850 460 4880 461.4 4950 467.3 5010 469.4 5210 OR 473 5400 NC 0.1 0.3 NH 5 0.055 2060.73 0.035 2253 0.055 2296 0.035 2440 0.055 NH 5100 %1 29610 36 2060.732470 650 800 650 X3 2055 470 5100 470 OR 470 520 468.5 600 466.8 700 464.6 800 463.8 900 OR 462.2 1000 460.5 1100 457.8 1200 456.5 1300 455.6 1400 OR 454.7 1500 455.5 1600 456 1700 454.7 1800 454.8 1900 OR 455.1 2000 455.65 2060.73 437.83 2132 437.83 2168 459.15 2253 OR 460 2296 437.4 2356 437.6 2389 458.6 2440 458.7 2470 OR 452 2530 450 2650 449 2790 450 3030 450 3070 OR 450 3140 460 3210 464 3240 465.3 - 4900 467 ..5000 1 12SEP99 14:29:46 PAGE 12 OR 470 5100 NH 5 0.055 3445.18 0.035 3642.39 0.055 3756 0.035 3850 0.055 NH 7100 X1 30570 59 3445.18 4020 900 900 900 X3 3445 470 7100 470 OR 470.2 1600 468.2 1700 466.8 1800 465.4 1900 463.6 2000 OR 461.8 2100 458.5 2200 458.2 2300 457.5 2400 457.8 2500 OR 456.5 2600 456.2 2700 456.3 2800 455.6 2900 455.8 3000 OR 456.1 3100 456.1 3200 456.6 3300 457.3 3400 457.43 3445.18 OR 438.23 3522 438.23 3558 459.33 3642.39 459.5 3700 455.9 3756 OR 439.8 3778 439.8 3812 456.7 3850 458.2 3870 451.4 3884 OR 455.5 3924 459.2 3940 460 3950 460 4020 450 4150 OR 450 4300 450 4480 460 4600 460.2 5200 460.1 5300 OR 460.1 5400 459.8 :5500 459.8 5517 459.1 5600 459.1 5700 OR 459.1 5800 459.6 5900 459.9 - 6000 459.9 6100 459.7 6200 OR 460.1 .6300 460.4 6400 461 6500 462.2 6600 462.9 6,700 OR `464.1 6800 465,4 - 6900 467.6 7000 470.1 7100 - NC .055 .055 .035 X1 31230 71 3387 .3837 620 - 700 x.'620 _ X3 3387 470 7100 470 OR 464.9 1000 .466 - 1100 463 1200 463 1300 463.2 1400 OR 462.5 1500 463 1600 462...6 1700 462..4 1755 462.3 1770 OR 462.2 1800 462.1 1819 462.1 - 1834 461.3 1900 460.1 2000 OR 459.6 2100 459 2200 459.4 x272 458.4 2800 457.9 3154 OR 457.9 3213 457.9 3234 458.4 3300 459.79 3387.03 438.55 3472 OR 438.55 3508 457.196 3582.58 ..456 3614 438.6 3646 438.1 3661 OR 438.5 3672 459.4 - 3708 460 3800 460.8 3837 460.3 3869 OR 459.4 3904 459.7 4000 459.1 4100 458 4200 457.5 4236 OR 456 4260 - 4600 454.8 4276 455.1 .4300 455.4 4400 456.9 -4 OR 457.1 458.7 ,4700 459.8 4800 4800 459.8 4900 460.2 'SOOd OR 460.2 5100 660.3 - "3 00 461 $300 4".1 5400 460.3 5500 OR 460.4 ..5600 440.3 0 - 460 :5900 460 5900 460.8 6000 OR 460.4 6100 460.5 6200 460.6 6300 460.8 N00 461.3 ¢900 OR 461.8 6600 462_4 ' 6700 464.4 -6800 465.6 6900 467.6 7000 OR 470 7100 .- 1 1 9 -�:1 1 57 NC .055 .055 7 71 - .5 7771 7 1 NC .055 .055 .035 .015 3539.5 .055 4366 .02 4411 .05 X1 32150 40 3400 3525 900 950 920 X3 32200 62 3390.5 3040 470 6180 470 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 1 463 3432.01 463 3434.99 445 3435 435 3455 435 3475 GR 12SEP99 14:29:46 463 3495.01 463 3497.99 446.5 3498 450 PAGE 13 NC .055 .055 .015 .3 .5 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 X3 3050 470 5734 470 BT -9 3380 465 463 3552 465 463 3600 466 0 BT 0 3740 464 0 3880 463.6 0 3960 464 0 BT 0 4190 466 0 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 OR 460.5 2610 456.5 2611 460.5 2635 461 3000 462 3280 GR 465 3380 460 3381 461.5 3390.5 450 3425 446.5 3432 GR 463 3432.01 463 3434.99 445 3435 435 3455 435 3475 GR 445 3495 463 3495.01 463 3497.99 446.5 3498 450 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 Xi 32230 50 50 50 X2 1 X3 3050 470 6180 470 QT 4 9400 13200 14900 36200 NC .055 .055 .045 .1 .3 X1 32250 41 3400 3525 1 1 1 X3 3040 470 6180 470 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 S1tl0 462 5200 462 5460 464 5800 GR 470 6180 NH 6 .05 1323 .055 1740 .06 2110 .045 2325 .055 NH 3570 .05 4000 X1 32305 53 2110 2325 55 55 55 GR 470 50 470 50 470 50 470 50 470 50 GR 467 50 466 135 465 220 465 1323 461 1335 GR 461 1740 461 1740 461 1740 462 1825 463 1890 GR 464 1975 465 2045 OR 460 2160 455 2175 OR 437.7 2232 438 2239 OR 455 2281 460 2325 1 455 3265 308 455 3329 12SEP99 14:29:46 3570 970 GR 458 3200 457 3 OR 451 3292 452 3 OR 461 3369 462 3 OR 464 3940 465 3 NH 6 .05 1273 455 NH 3840 .05 3960 605 X1 32725 53 1940 2 OR 470 0 470 470 GR 465 0 464 458 GR 461 1568 453 1 OR 463 1940 460 - 1 OR 440 2025 439 2 GR 445 2070 450 2 OR 461 2165 461 2 OR 459 3350 455 3 OR 459 3677 458 3 GR 459 3710 460 3 GR 464 3875 465 3 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 'PROF 1 CCHV= .100 CEHV = .300 • SECNO .000 2096 NEEL NOT GIVEN, AVG OF MAX, MIN USED 3265 DIVIDED FLOW 465 2110 450 2204 440 2245 461 3050 218 455 3265 308 455 3329 400 461 3570 970 470 4000 055 1568 .06 150 380 520 0 470 0 90 465 180 592 453 1842 960 455 1981 030 438.2 2040 080 455 2090 500 463 2700 605 452 3615 681 457 3689 825 461 3840 890 470 3960 WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV AROB XNR ICONT _ .000 17.54 446.04 .00 .00 446.26 8340.4 4038.0 4302.4 .0 1624.7 920.9 .00 2.49 4.67 .00 .035 .045 .001006 0. 0. 0. 0 0 • SECNO 1.000 3265 DIVIDED FLOW .22 .0 000 13 464 2125 463 2140 445 2218 440 2225 445 2253 450 2263 460 3140 459 3180 PAGE 14 452 3283 451 3289 459 3350 460 3360 462 3910 463 3930 1940 .045 2150 .055 420 74.3 25.6 452.00 470 0 470 0 465 1273 461 1285 464 1895 464 1895 450 2002 445 2018 439 2050 440 2053 460 2124 461 2150 463 2805 460 2885 455 3628 459 3632 457 3694 458 3702 462 3850 463 3865 1.100 19.45 448.55 PAGE 15 HL GLOSS L -BANK ELEV 1.40 VOL TWA R -HANK ELEV 1 e] WFN ELKIN SSTA CORAR TOPWID ENDST .00 .00 446.00 0 .0 448.00 000 428.50 779.81 .00 1000.06 2050.19 1.000 18.40 447.30 .00 .00 447.41 .11 1.14 .01 448.00 8340.4 5516.9 2823.5 .0 2360.5 895.6 .0 74.3 25.6 452.00 .13 2.34 3.15 .00 .035 .045 ,.000 .000 428.90 650.19 .000877 850. 1700. 870. 2 0 0 .00 1387.64 3038.27 * SECNO 1.100 3265 DIVIDED FLAW 1.100 19.45 448.55 .00 ' .00 448.88 .33 1.40 .07 450.00 L 7 '=1 1 e] 1` I i 7 771 77-1 7 n 7n =1 8340.4 2939.9 5400.5 .0 1060.0 1010.7 .0 143.6 51.4 450.00 .21 2.77 5.34 .00 .035 .045 .000 .000 429.10 360.17 .001558 890. 1570. 1330. 3 0 0 .00 939.50 2055.52 *SECNO 2.000 _. 3265 DIVIDED FLOW 2.000 20.14 449.44 .00 .00 449.84 .39 .94 .02 452.00 8340.4 2343.3 5997.1 .0 649.0 1090.7 .0 167.8 57.0 450.00 .24 3.61 5.50 .00 .035 .045 .000 .000 429.30 1073.35 .001447 250. 800. 680. 3 0 0 .00 527.94 2055.28 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 3.000 3265 DIVIDED FLOW 3.000 20.18 449.88 .00 .00 450.35 .46 .49 .02 452.00 8340.4 1209.4 6562.6 568.4 390.3 1100.3 215.2 181.1 59.9 444.00 .26 3.10 5.96 2.64 .035 .045 .055 .000 429.70 2131.53 .001362 230. 380. 385. 2 0 0 .00 390.85 3092.36 'SECNO 4.000 3265 DIVIDED FLOW - 4.000 20.36 450.06 .00 .00 450.42 .35 .06 452.00 8340:4 1361.2 5999.8 979.4 514.7 1117.5 384.4 183.1 .01 60.3 444.00 .26 2.64 5.37 2.55 .035 .045 .055 .000 429.70 2152.10 .001090 35. 50. 50. 2 0 0 .00 506.40 3120.32 'SECNO 5.000 - 3265 DIVIDED FLOW 5.000 20.25 450.05 .00 .00 450.50 .45 .05 .03 452.00 8340.4 1518.6 6718.2 103.6 511.9 1151.8 79.1 184.6 60.5 450.00 .26 2.97 5.83 1.31 .035 .045 .055 .000 429.80 2172.28 .001383 1. 50. 50. 2 0 0 .00. 584.69 3210.30 *SECNO 6.000 3265 DIVIDED FLOW 6.000 20.31 450.11 .00 .00 450.60 .50 .09 .01 452.00 8340.4 1675.7 6664.7 0 532.9 1089.2 .0 186.8 60.9 452.00 27 3.14 6.12 .00 .035- :045 .000 .000 429.60 2211.66 .001540 1. 80. 100. 2 0 0 .00 434.29 3050.54 PAGE 16 'SECNO 7.000 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS WHELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR GLOSS L -BANE ELEV TWA R -BANK ELEV ELNIN SETA TOPWID ENDST 3265 DIVIDED FLOW 7.000 20.23 450.23 .00 .00 451.01 .78 .32 452.00 8340.4 1883.5 6456.9 .0 316.5 876.3 .0 192.1 .08 62.3 452.00 .27 5.95 7.37 .00 .035 .045 .000 .000 430.00 2413.92 .002577 175. 160. 100. 2 0 0 .00 255.00 3053.27 -SECNO 9.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO • 1.47 34741 - ENCROACHMENT STATIONS= .0 3114.0 TYPE= 1 TARGET- 3113.999 9.000 20.94 451.44 .00 00 451.78 .34 .73 450.00 8372.1 2121.6 5735.9 514.6 '855.3 1053.5 261.5 208.4 .04 67.4 476.00 .30 2.48 -- 5.44 1.97 .035 .045 .055 .000 430.50 2418.00 .001197 .340. 460. 510. 3 0 0 .00 878.46 3499.90 `SECNO 10.000 3265 DIVIDED FLOW 3470 ENCROACHmEwr STATIONS= .0 3076.0 TYPE. 1 TARGET- 3075.999 10.000 21.07 451.67 00 .00 452.02 .35 .24 00 452.00 8654.4 2512.4 6097.6 44.4 802.8 1159.3 85.4 217.0 70.7 452.00 31 3.13 5.26 .52 .035 .045 .055 .000 430.60 2320.00 _.001574 250. 150. 1. 2 0 0 .00 852.05 3521.98 -SECNO 11.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1..61 3470 ENCROACHMENT STATIONS= .0 3092.0 TYPE= 1 TARGET- 3091.999 11.000 21.31 452.11 .00 .00 452.23 .11 .18 452.00 8973.0 4901.5 3957.0 114.5 2023.8 1304.0 267.1 228.7 .02 74.6 452.00 .33 2.42 3.03 .43 .035 .045 .055 .000 430.80 2200.00 .000651 190. 190. 50. 2 0 0 .00 1718.00 3918.00 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q TIME QLOB QCH VL.OB VCH QROB. VROS ALOB XNL ACH AROB VOL TWA R -BANX ELEV SLOPE XLOBL XLCH XLOBR ITRIAL XNCH IDC XNR ICONT WTN CORAR ELNIN TOPWID SETA ENDST PAGE 17 PAGE 18 ' SECNO 12.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.06 3470 ENCROACHMENT STATIONS= 2170.0 3600.0 TYPE= 1 TARGET= 1430.000 ELENCL= 460.00 ELENCR= ELENCL= 460.00. ELENCR= 460.00 13.000 20.87 452.27 .00 00 452.34 12.000 21.22 452.22 00 .00 452.31 .09 .08 17.0 451.20 10324.5 3587.9 6653.5 83.1 2409.0 2313.1 271.7 254.8 .00 82.6 452.00 .36 1.49 2.88 - .31 .035 .035 .055 .000 431.00 2170.00 .000204 350. 185. 100. 2 0 0 .00 1430.00 3600.00 • SECNO 13.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.88 3470 ENCROACHMENT STATIONS= 4920.0 6343.0 TYPE- 1 TARGET= 1423.000 ELENCL= 460.00 ELENCR= 460.00 13.000 20.87 452.27 .00 00 452.34 .07 .03 .00 451.40 12800.0 1304.4 11494.6 1.1 1590.1 5173.7 17.0 285.2 88.5 452.00 .39 .82 2.22 .06 .035 .035 .055 .000 431.40 4920.00 .000089 220. 230. 150. 2 0 0 .00 1110.06 6343.00 • SECNO 14.000 3470 ENCROACHMENT STATIONS= 4930.0 6465.0 TYPE= 1 TARGET= 1535.000 ELENCL= 460.00 ELENCR= 470.00 14.000 20.61 452.31 .00 .00 452.36 .05 .01 .00 451.30 12800.0 1421.0 11364.9 14.1 1791.2 6115.3 133.3 314.2 93.4 452.00 .42 .79 1.86 .11 .035 .035 .055 .000 431.70 4930.00 .000074 175. 170. 110. 2 0 0 .00 1535.00 6465.00 *BE= 19647.000 3470 ENCROACHMENT STATIONS= 4930.0 6325.0 TYPE= 1 TARGET= 1395.000 ELENCL= 460.00 ELENCR= 470.00 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS L -BANK ELEV 0 QLOB OCH OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL )INCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 19647.000 20.63 452.33 00 00 452.37 .05 .02 .00 451.30 12800.0 1425.6 11364.4 10.0 1796.3 6119.8 92.7 358.5 101.6 452.00 .46 .79 1.86 11 .035 .035 .055 .000 431.70 4930.00 .000074 240. 240. 263. 1 0 0 .00 1395.00 6325.00 1490 NH CARD USED • SECNO 19770.000 3265 DIVIDED FLOW PAGE 19 -1 3470 ENCROACHMENT STATIONS= 5408.0 6870.0 TYPE- 1 TARGET= 1462.000 ELENCL= 470.00 ELENCR= 470.00 - 19770.000 20.33 452.33 .00 12800.0 661.6 11971.6 166.8 48 .58 1.84 .27 .000053 123. 123. 149. .00 452.38 .05 1134.4 6522.2 615.2 .045 .033 .055 2 0 0 .01 .00 448.50 381.7 105.7 453.00 .000 432.00 5408.00 .00 1283.49 6870.00 1490 NH CARD USED ' SECNO 19930.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5408.0 ELENCL= 470.00 ELENCR= 470.00 19930.000 20.34 452.34 .00 12800.0 665.4 12039.7 94.9 .50 .59 1.85 .23 .000054 160. 160. 153. 1490 NH CARD USED ' SECNO 20025.000 3265 DIVIDED FLOW 3.470 ENCROACHWNT STATIONS= 5408.0 ELSICI.= 470.00 ELENCR= 470.00 20025.000 20.35 452.35 .00 12800.0 667.4 12044.8 87.8 .52 .59 1.85 .23 .000053 95. 95. 30. 6780.0 TYPE= 1 TARGET= .00 452.39 .05 1134.5 6522.2 405.3 .045 .033 .055 0 0 0 6770.0 TYPE= 1 TARGET= .00 452.40 .05 1136.8 6526.1 385.2 .045 .033 .055 0 0 0 1372.000 .01 .00 - 448.50 411.6 110.1 453.00 .000 432.00 5408..00 .00 1193.52 6780.00 1362.000 01 .00 448.50 428.6 112.1 453.00 .000 432.00 5408.00 .00 1185.29 6170.00 12SEP99 14:29:46 1 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELKIN SSTA SLOPE XL48L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPM vaw CCHV: .100 CEHV= .300 ' SBCNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 540.000 ELENCL= 470.00 ELENCR= 452.70 20980.000.. 20.06 452.36 .00 .00 452.45 .08 .04 .01 458.10 12800.0 .0 12792.2 7.8 .0 5543.1 37.3 528.0 123.1 450.00 .59 .00 2.31 .21 .000 .035 .055 .000 432.30 1068.47 .000074 775. 630. 415. 2 0 0 .00 440.17 1508.64 ' SECNO 20990.000 3470 ENCROACHMENT STATIONS. 1040.0 1457.0 TYPE- 1 TARGET= 417.000 EIJWL- 470.00 ELENCR= 452.10 20990.000 20.06 452.36 00 .00 452.45 .08 .00 .00 458.10 12800.0 .0 12791.7 8.3 0 5543.0 39.1 529.2 123.2 450.00 .59 .00 2.31 .21 .000 .035 .055 .000 432.30 1068.47 - .000074 10.`. 10. 10. - 0. 0 0 .00 422.93 1491.40 ' SECNO 21260.000.. PAGE 20 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET= 474.000 397.000 ELENCL= 470.00 ELENCR= 454.00 ELENCL- 470.00 ELENCR= 454.80 QLOB QCH QROB ALOB 21260.000 19.91 452.41 .00 .00 452.47 .07 .03 .11 458.40 12800.0 .0 12800.0 .0 .0 6212.6 .0 580.7 .00 126.9 454.00 64 .00 2.06 380. 380. 00 .000 .035 .000 .000 432.50 1074.61 .000069 1089.55 390. 2 0 0 .00 421.86 1520.64 'SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET= 397.000 HV HL OLOSS ELENCL- 470.00 ELENCR= 454.80 QLOB QCH QROB ALOB ACH AROB VOL 21635.000 18.71 452.41 .00 .00 452.52 .11 .03 XNL 458.60 XNR 12800.0 .0 12800.0 .0 .0 4824.2 .0 623.8 .01 129.8 454.00 IDC .68 .00 2.65 00 .000 .035 .000 .000 433.70 1089.55 .000106 340. 340. 400. 2 0 0 .00 315.26 1404.81 1 12SEP99 14:29:46 PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 TIME QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV SLOPE VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA 4824.1 XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE- 1 TARGET= 467.000 ELENCL= 470.00 ELENCR= 454.00 ELENCL= 470.00 ELENCR= 455.80 23800..000 19.35 452.65 .00 .00 452.83 .18 21645.000 18.71 452.41 .00 .00 452.52 .11 2990.9 1236.8 .0 458.60 .02 148.7 12800.0 .0 12800.0 .0 0 4824.1 .0 .00 624.9 .00 129.9 454.00 68 .00 2.65 10. 10. .00 .000 .035 .000 .000 433.70 1089.56 .000106 10. 0 0 0 .00 315.26 1404.81 1490 NH CARD USED 'SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 EIJWL- 470.00 ELENCR= 454.50 22370.000 20.00 452.50 .00 12800.0 .0 12800.0 .0 .77 .00 2.82 .00 .000128 880. 880. 480. CCHV= .100 CEHV= .300 1490 NH CARD USED 'SECNO 23800.000 3265 DIVIDED FLOW 5460.0 TYPE= 1 TARGET= .00 452.62 .12 .0 4534.9 .0 .000 .035 .000 2 0 0 366.000 .10 .00 450.50 719.4 136.2 454.50 .000 432.50 5094.00 .00 310.26 5404.26 3470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE- 1 TARGET= 1533.000 ELENCL= 470.00 ELENCR= 454.00 23800..000 19.35 452.65 .00 .00 452.83 .18 450.00 12800.0 10747.6 2052.4 .0 2990.9 1236.8 .0 .19 838.9 .02 148.7 454.00 86 3.59 1.66 .000227 720. 1430. 00 680. .035 .035 .000 .000 433.30 5467.00 2 0 0 .00 610.39 6898.99 1490 NH CARD USED *SECNO 24400.000 3265 DIVIDED FLOW 1 12SEP99 14:29:46 - SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV 0 OLOB QCH OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTW ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.74 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET= 1680.000 ELENCL- 470.00 ELENCR= 470.00 24400.000 21.34 452.84 .00 .00 452.89 .05 .05 .01 459.20 .12800.0 .0 12800.0 0 .0 7470.3 .0 898.3 156.1 470.00 92 .00 1.71 .00 .000 .033 ..000 .000 431.50 5278.44 .000075 130. 550. 230. 2 0 0 .00 813.66 6845.18 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE- 1 TARGET= 1013.000 ELENCL= 470.00 ELENCR= 470.00 24700.000 18.92 452.82 _00 .00 452.97 .15 .05 .03 451.00 12800.0 9745.3 3054.7 .0 3037.5 1216.3 .0 954.5 162.4 470.00 .97 3.21 2.51 .00 .035 .035 .000 .000 433.90 4189.87 .000197 610. 350. 80. 2 0 0 .00 494.12 5194.04 CCHV- .100 CEHV= .300 *SE= 25530.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET= 248.670 ELENCL= 470.00 ELENCR- 470.00 25530.000 18.50 452.90 .00 .00 453.21 .31 .19 .05 455.33 12800.0 .0 12800.0 .0 .0 2855.4 .0 1011.6 168.3 470.00 1.01 .00 4.48 00 .000 .035 .000 .000 434.40 2504.93 .000402 700. 700. 560. 2 0 0 .00 230.96 2735.89 1 12SEP99 14:29:46 BE= DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH - QROB ALOB ACH AROB VOL .TWA R -BANX ELEV TIME VLOB NCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 22 PAGE 23 L . A I :L3 1:::3 1::3 •SECNO 25770.000 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE= 1 TARGET= 286.000 ELENCL- 470.00 ELENCR= 470.00 25770.000 18.49 453.09 .00 .00 453.29 .21 .07 .01 455.33 12800.0 .0 12800.0 .0 .0 3505.2 .0 1029.1 169.7 470.00 1.03 .00 3.65 .00 .000 .035 .000 .000 434.60 2504.20 .000244 240. 240. 240. 1 0 0 .00 266.28 2770.48 1490 NH CARD USED •SECNO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.66 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= 1 TARGET- 2580.420 ELENCL= 470.00 ELENCR= 470.00 26830.000 17.12 453.42 .00 .00 453.46 .04 .15 .02 457.35 13300.0 .0 5474.4 7825.6 .0 2940.7 6574.2 1179.2 185.8 452.00 1.22 .00 1.86 1.19 .000 .035 .055 .000 436.30 2635.29 .000096 1030. 1050. 960. 2 0 0 .00 1144.44 3983.31 1490 NH CARD USED •SECNO 28080.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 3470 ENCROACHMENT STATIONS= 2417.0 5100.0 TYPE= 1 TARGET- 2683.000 ELENCL- 470.00 ELENCR= 470.00 28080.000 18.20 453.40 .00. .00 453.71 .31 .17 .08 470.00 13300.0 .0 12827.1 472.9 .0 2810.3 641.9 1321.5 207.2 458.40 1.28 .00 4.56 .74 .000 .035 .055 .000 435.20 2427.12 .000520 850. 900. 1000. 2 0 0 .00 775.42 3943.89 1 12SEP99 14:29:46 PAGE 24 'SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED •SECNO 28870.000 3265 DIVIDED FLOW 3470 FNCROACH)mu STATIONS= 2319.0 5400.0 TYPE= 1 TARGET= 3081.000 ELENCL= .470.00 BLENCH= 470.00 28870.000 17.55 453.85 .00 .00 454.04 .19 .31 .01 457.00 13300.0 .0 11046.0 2254.0 .0 2911.1 2618.9 1395.2 231.5 459.30 1.33 .00 3.79 .86 .000 .038 .055 .000 436.30 2331.57. .000459 610. 610. 900. 2 0 0 CCHV- .100 CEHV= .300 1490 NH CARD USED • SECNO 29610.000 3265 DIVIDED FLOW .3470 ENCROACHMENT STATIONS= 2055.0 5100.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 29610.000 16.75 454.15 .00 .00 454.30 .14 13300.0 .0 9961.2 3338.8 .0 2907.3 2686.6 1.40 .00 3.43 1.24 .000 .035 .055 .000307 650. 650. 800. 2 0 0 1490 NH CARD USED ' SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT. STATIONS= 3445.0 7100.0 TYPE= 1 TARGET - ELENCL-- 470.00 ELENCR- 470.00 30570.000 16.21 454.44 00 .00 454.66 .22 13300.0 0 10681.2 2618.8 .0 2575.6 1713.4 1.47 .00 - 4.15 1.53 .000 .033 .055 .000489 900. 900. 900. 2 0 0 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS WSELK BG HV Q QLOB QCH QROB ALOE ACH AROB TIME. VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT • SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3387.0 7100.0 TYPE= 1 TARGET= ELENCL- 470.00 ELENCR= 470.00 31230.000 .16.57 454.67 - .00 .00 455.11 .44 13300.0 .0 13300.0 .0 .0 2507.7 .0 1.50 .00 5.30 .00 .000 .035 .000 .000763 620. 620. 700. 2 0 0 • SECNO 32150.000 3265 DIVIDED FLAW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= ELENCL= - 470.00 ELENCR= 470.00 32150.000 18.12 455.12 .00 .00 456.20 1.08 13300.0 .0 13178.7 121.3 .0 1573.1 77.8 00 1760.74 4675.71 3045.000 .25 .00 455.65 1487.4 255.4 458.70 .000 437.40 2066.70 .00 942.48 3169.09 3655.000 .34 .02 457.43 1589.4 272.6 460.00 .000 438.23 3457.13 .00 729.73 4533.33 HL OLOSS L -BANK ELEV VOL TWA R -BANX ELEV WIN ELKIN SSTA CORAR TOPWID ENDST 3713.000 .38 .06 470.00 1639.4 280.0 460.80 .000 438.10 3407.51 .00 248.39 3699.86 3140.000 .90 .19 460.50 1683.3 284.2 460.00 PAGE 25 W � L.Z3 L::3 =3 f -:3 i. -j '--1 - 71 -1 ' -1 771 . l 77 ^"] 7-1 7 " . ..,. 1.53 .00 8.38 '1.56 .000 .035 .055 .000 437.00 3406.18 .001307 900. 920. 950. 3 0 0 .00 149.44 4388.12 CCHV= .300 CEHV= .500 1490 NH CARD USED ' SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= •• * *�k ** 3470 ENCROACHMENT STATIONS= 3050.0 5734.0 TYPE= 1 TARGET= 2684.000 1 12SEP99 14:29:46 PAGE 26 SECNO DEPTH CWSEL CRIWS WSELE EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELENCL- 470.00 ELENCR= 470.00 32200.000 19.78 454.78 .00 .00 456.64 1.86 .05 .39 461.50 13300.0 .0- 12768.2 531.8 .0 1147.1 114.3 1685.0 284.4 461.50 1.53 .00 11.13 4.65 .000 .015 .020 .000 435.00 3410.65 .000814 50. 50. 50. 3 0 0 .00 136.56 4395.21 ' SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= ......•. 3470 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE= 1 TARGET= 3130.000 ELENCL= .470.00 ELENCR = 470.00 32230.000 19.87 454.87 .00 .00 456.69 1.83 .04 .01 461.50 13300.0 .0 12755.6 544.4 .0 1155.9 117.2 1686.5 284.5 461.50 1.53 .00 11.04 4.65 .000 .015 .020 .000 435.00 3410.40 .000798 50. 50. 50. 2 0 0 .00 137.43 4395.37 CCHV= .100 CEHV= .300 * SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS . 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32250.000 19.40 456.40 .00 .00 456.83 .43 .00 .14 460.50 9400.0 .0 9182.6 217.4 .0 1717.5 160.2 1686.5 284.6 460.00 1.53 .00 5.35 1.36 .000 .045 .055 .000 437.00 3404.71 .000819 1. 1. 1. 2 0 0 .00 237.28 4394.50 1 .13 .13 12 452.215 452.271 12.000 12SEP99 14:29c46 741 -- 12 AND 11 SECNO DEPTH CWSEL CRIWS WSELX EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED r"'7 f` °`l 1..._'7 1 ° 1 1 `---v I _.._ -. `SECNO 32305.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .39 32305.000 18.26 455.96 .00 .00 . 457.16 1.20 .09 465.00 9400.0 .0 8434.1 965.9 0 921.4 222.2 1688.4 .23 284.8 460.00 1.54 .00 9.15 - - 55. 4.35 - 55. .000 .045 .055 .000 437.70 2172.12 .005324 55. 3 0 0 .00 208.95 3334.04 1490 NH CARD USED `SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.38 32725.000 19.61 457.81 .00 .00 458.04 .23 .79 463.00 9400.0 2730.0 6184.4 485.6 1295.4 1375.4 366.0 1708.6 .10 269.2 461.00 1.57 2.11 4.50 1.33 - ,060 .045 .055 .000 438.20 1577.54 .000939 380. 420. 520. .. 2 0 0 .00 651.28 3700.55 1 12SEP99 14:29:46 TW LEFT BANE BETWEEN SECTION 13 AND 12 , ASO 2475.52 QCOMP ERRAC 2472.32 TASQ 2475.52 TCQ 2472.32 TABER NITER DSWS DEWS DSSNO USSNO .13 .13 12 452.215 452.271 12.000 13.000 741 LEFT BANK BETWEEN SECT. 12 AND 11 ASO QCOMP ERRAC 1350.09 TASQ 3826.99 TCQ 3822.40 TABER NITER DSWS USWS DSSNO USSNO 1 1351.47 .10 .12 12 452.112 452.215 11.000 12.000 TW LEFT BANK BETWEEN SECT. 11 AND 10 L L - - ,...� i...� _._,_. ...._ i l hl L.=1 (. "l 1 1 r"'7 f` °`l 1..._'7 1 ° 1 1 `---v I _.._ -. PAGE 27 PAGE 28 ASO QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 318.61 317.21 .44 4145.59 4139.61 .14 12 451.674 452.112 10.000 11.000 TW LEFT BANK BETWEEN SECT. 10 AND 9 ASO QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 282.31 281.42 .32 4427.90 .4421.03 .16 12 451.441 451.674 9.000 10.000 TW LEFT BANK BETWEEN SECT. 9 AND 8 1 ASO QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 31.74 31.54 .62 4459.64 4452.57 .16 12 450.232 451.441 7.000 9.000 TW LEFT BANK BETWEEN SECT. 7 AND 3 ASO QCOMP ERRAC TASQ TCQ - TABER NITER DSWS USWS DSSNO USSNO .00 .00 .00 4459.64 4452.57 .16 12 449.883 450.232 3.000 7.000 TW LEFT BANK BETWEEN SECT. 3 AND 2 ASO QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO .00 .00 .00 4459.64 4452.57 .16 12 449.442 449.883 2.000 3.000 TW LEFT BANK BETWEEN SECT. 2 AND 1.1 ASO QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO .00 .00 .00 4459.64 4452.57 .16 12 448.549 449.442 1.100 2.000 1 12SEP99 14:29:46 PAGE 29 TW LEFT BANK BETWEEN SECT. 1.1 AND 1 ASO QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO .00 .00 .00 4459.64 4452.57 .16 12 447.300 448.549 1.000 1.100 TW LEFT BANK BETWEEN SECT. 1 AND 0 ASO QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO .00 .00 .00 4459.64 4452.57 .16 12 446.038 447.300 .000 1.000 1 12SEP99 14:29:46 PAGE 30 T1 DENTON CREEK REVISED EXISTING CONDITION SPLIT FLOW T2 WINDSOR ESTATES AND DEFOREST COURT (COPPELL, TEXAS( PIS MODEL T3 50 -YEAR PIS DISCHARGE PROFILE FILE: RVEXD4ST.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 .001 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 0 -1 1 12SEP99 14:29:46 PAGE 31 SECNO DEPTH CWSEL CRIWS WSELR EG KV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 2 CCHV- .100 CEHV= .300 ' SECNO .000 2096 WSEL NOT GIVEN, AVG OF MAX, MIN USED 3265 DIVIDED FLOW .000 17.91 446.41 .00 00 446.63 .22 .00 .00 446.00 9670.0 5168.8 4501.2 .0 1983.3 955.0 .0 .0 .0 448.00 .00 2.61 4.71 .00 .035 .045 .000 .000 428.50 777.94 .001001 0. 0. 0. 0 0 14 .00 1099.06 2052.06 - SECNO 1.000 3265 DIVIDED FLOW 1.000 18.73 447.63 .00 00 447.74 .11 1.10 .01 448.00 9670.0 6788.4 2881.6 .0 2782.9 944.8 .0 83.6 28.1 452.00 .12 2.44 3.05 .00 .035 .045 .000 .000 428.90 647.76 .000878 850. 1700. 870. 2 0 0 .00 1526.82 3039.08 ' SECNO 1.100 3265 DIVIDED FLOW 1.100 19.78 448.88 .00 .00 449.21 .33 1.40 .07 450.00 9670.0 3948.1 5721.9 .0 1354.2 1049.0 .0 161.8 56.9 450.00 20 2.92 5.45 .00 .035 .045 .000 .000 429.10 357.87 .001647 890. 1570. 1330. 3 0 0 .00 1084.42 2056.53 - SECNO 2.000 3265 DIVIDED FLOW 2.000 20.49 449.79 .00 .00 450.23 .44 .99 .03 452.00 9670.0 3027.2 6642.8 .0 804.7 1129.3 .0 188.0 63.3 450.00 .23 3.76 5.88 .00 .035 .045 .000 .000 429.30 1071.28 .001632 250. 800. 680. 3 0 0 .00 599.10 2056.34 - 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS WSELK BG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROS ALOB ACH ARDS VOL TWA R -BALM ELEV TIME VLOB VCH VROB XNL XNCH )(NR WTN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 3.000 3265 DIVIDED FLOW 3.000 20.58 450.28 .00 .00 450.80 .52 .55 .03 452.00 PAGE 32 L _..l E..::] I.- 1=1 9670.0 1659.2 7305.5 705.4 497.7 1137.9 238.1 202.3 66.6 444.00 .25 3.33 6.42 2.96 .035 .045 .055 .000 429.70 2124.44 .001558 230. 380. 385. 2 0 0 .00 474.48 3093.69 ' SECNO 4.000 3265 DIVIDED FLOW 4.000 20.80. 450.50 .00 .00 450.88 .38 .06 .01 452.00 9670.0 1908.4 6579.6 1182.0 673.6 1159.3 422.0 204.5 67.0 444.00 .25 2.83 5.68 2.80 .035 .045 .055 .000 429.70 2147.90 .001187 35. 50. 50. 2 0 0 .00 589.15 3122.49 * SECNO 5.000 3265 DIVIDED FLOW 5.000 20.68 450.48 .00 .00 450.96 .48 .05 .03 452.00 9670.0 2113.2 7364.9 192.0 670.0 1196.5 147.4 206.2 67.3 450.00 .25 3.15 6.16 1.30 .035 .045 .055 .000 429.80 2168.10 .001482 1. 50. 50. 2 0 0 .00 667.33 3213.11 * SECNO 6.000 3265 DIVIDED FLOW 6.000 20.74 450.54 .00 .00 451.07 .53 .10 .02 452.00 9670.0 2356.1 7313.9 .0 695.7 1131.6 .3 208.5 67.7 452.00 .26 3.39 6.46 .06 .035 .045 .055 .000 429.80 2207.50 .001698 1. 80. 100. 2 0 0 .00 530.06 3641.53 ' SECNO 7.000 1 12SEP99 14:29:46 PAGE 33 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L- B91N[f ELEV 4 4L08 QCH GROB ALOB ACH AROB VOL TWA R -BANK - ELEV TIME VLOE VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 7.000 20.68 450.68 .00 .00 451.53 .85 .36 .09 452.00 9670.0 2425.2 7243.5 1.3 438.3 914.2 4.3 214.6 69.7 452.00 .26 5.53 7.92 .29 .035 .045 .055 .000 430.00 2412.41 .002941 175. 160. 100. 2 0 0 .00 507.59 3718.72 ' SECNO 9.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.65 3470 ENCROACHMENT STATIONS = .0 3114.0 TYPE= - 1 TARGET- 3113.999 - 9.000 21.49 451.99 .00 .00 452.32 .32 .74 .05 450.00 9891.9 3113.6 6047.8 730.5 1154.6 1104.4 459.9 234.2 77.3 446.00 .29 2.70 5.48 1.59 .035 .045 .055 .000 430.50 2418.00 001137 340. 460. 510. 3 0 0 .00 1107.26 3631.42 -SECNO 10.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3076.0 TYPE= 1 TARGET= 3075.999 " - 10.000 21.61 452.21 .00 .00 452.57 .36 .24 .01 452.00 10685.2 3653.6 6763.9 267.8 1072.2 1233.4 357.8 244.6 80.8 452.00 .30 3.41 5.48 .75 .035 .045 .055 .000 430.60 2320.00 .001647 250. 150. 1. 2 0 0 .00 1504.34 3887.00 -SECNO 11.000 350. 185. 100. 2 0 0 .00 1430.00 3600.00 ,3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.67 1 12SEP99 14:29:46 SECNO DEPTH - CWSEL CRIWS WSELK EG HV HL 0L08S L -BAW SM Q QLOB QCH QROB ALOE ACH AROB VOL TWA R =671* - ELEV . TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= .0 3092.0 TYPE= 1 TARGET= 3091.999 11.000 21.84 452.64 .00 .00 452.78 .13 .19 .02 452.00 11588.4 6518.0 4599.1 471.2 2399.7 1400.3 704.5 258.5 -85.2 452.00 32 2.72 .3..28 .67 - .035 .045 .055 .000 430.80 2200.00 .000693 190. 190. SQ. 2 0 0 .00 1718.00 3918.00 'SECNO 12.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.89 3470 ENCROACHMENT STATIONS- 2170.0 3600.0 TYPE= 1 TARGET= 1430.000 " - ELENCL=. 460.00 ELENCR= 460.00 - - - 12.000 21.75 458.75 .00 .00 452.88 .13 .10 .00 451.20 13880.3 5198.7 8413.3 268.3 2774.9 2428.7 548.6 288.9 93.2 452.00 .34 1.87 3.46 .49 .035 .035 .055 .000 431.00 2170.00 - .000277 350. 185. 100. 2 0 0 .00 1430.00 3600.00 'SECNO 13.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.78 3470 ENCROACHMENT STATIONS= 4920.0 6343.0 TYPE= 1 TARGET- 1423.000 - ELSNCL= 460.00 ELENCR= 460.00 13.000 '21.40 452.80 .00 .00 452.92 .12 .04 .00 451.40 18200.0 2244.3 15924.9 30.8 1903.9 5375.3 175.7 322.5 99.7 452.00 37 1.18 2.96 .18 .035 .035 .055 .000 431.40 4920.00 .000150 220. 230. 150. 2 0 0 .00 1423.00 - 6343.00 'SECNO 14.000 PAGE 34 3470 ENCRO. EL ZNCL- 14.000 18200.0 39 .000121 \CHMENT STATIONS= 4930.0 460.00 ELENCR= 470.00 21.17 452.87 .00 2377.2 15721.4 101.4 1.12 2.45 .21 175. 170. 110. 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS 0 GLOB QCH OROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR •SECNO 19647.000 3470 ENCROACHMENT STATIONS= 4930.0 ELENCL= 460.00 ELENCR= 470.00 19647.000 21.20 452.90 .00 18200.0 2399.4 15728.5 72.2 .42 1.13 2.45 .27 .000120 240. 240. 263. 1490 NH CARD USED •SECNO 19770.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5408.0 ELENCL= 470.00 ELENCR= 470.00 19770.000 20.91 452.91 .00 18200.0 1094.9 16727.2 377.9 43 .84 2.46 .40 .000091 123. 123. 149. 1490 ME CARD USED •SECNO 19930.000 3265 DIVIDED FLOW 3470. ENCROACHMENT STATIONS= 5408.0 EtWCL= 470.00 ELENCR= 470.00 19930.000 20.92 452.92 .00 18200.0 1105.2 16850.7 244.1 .45 .85 2.48 .36 .000092 160. 160. 153. 1490 NN CARD USED *SECMO 20025.000 3265 DIVIDED FLOW 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIME 6465.0 TYPE- 1 TARGET= 00 452.95 .08 2116.0 6407.6 375.7 .035 .035 .055 2 0 0 WSELK EG HV ALOB ACH AROB XNL XNCH )[MR ITRIAL IDC ICONT 6325.0 TYPE= 1 TARGET= .00 452.98 .08 2132.8 6422.7 262.7 .035 .035 .055 2 0 0 6870.0 TYPE= 1 TARGET= .00 452.99 .09 1304.2 6800.4 940.0 .045 .033 .055 2 0 0 6780.0 TYPE= 1 TARGET= .00 453.01 .09 1306.4 6804.0 682.4 .045 .033 .055 1 0 0 WSELK EG HV 1535.000 .02 .00 354.3 105.0 .000 431.70 .00 1535.00 HL OLOSS VOL TWA MTN ELMIN CORAR TOPWID 1395.000 451.30 452.00 4930.00 6465.00 L -BANK ELEV R -BANK ELEV SSTA ENDST .03 .00 451.30 403.3 113.2 452.00 .000 431.70 4930.00 .00 1395.00 6325.00 1462.000 01 00 448.50 428.9 117.5 453.00 .000 432.00 5408.00 .00 1411.13 6870.00 1372.000 .01 .00 448.50 461.5 122.4 453.00 .000 432.00 5408.00 .00 1322.76 6780.00 HL OLOSS L -BANK ELEV PAGE 35 PAGE 36 Q QLOB QCH QROB ALOB ACH AROS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 5408.0 6770.0 TYPE- 1 TARGET- 1362.000 .00 444.28 ELENCL= 470.00 ELENCR= 470.00 20025.000 20.93 452.93 .00 .00 453.02 .09 .01 .00 448.50 18200.0 1107.9 16861.6 230.5 1308.4 6807.3 656.9 479.6 124.5 453.00 .46 .85 2.48 .35 .045 .033 .055 .000 432.00 5408.00 .000092 95. 95. 30. 0 0 0 .00 1314.26 6770.00 CCHV= .100 CEHV= .300 ' SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 ELENCL= 470.00 ELENCR- 452.70 20980.000 - 20.65 452.95 .00 18200.0 .0 18137.4 62.6 52 .00 3.16 .19 .000133 775. 630. 415. ' SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 ELENCL= 470.00 ELENCR- 452.10 20990.000 20.65 452.95 .00 18200.0 .0 18168.5 31.5 - .52 .00 3.16 .35 .000134 10. 10. 10. ' SECNO 21260.000 323 DIVIDED PLOW 3470 ENCROACHMENT STATIONS= 1048.0 ELENCL=. 470.00 ELENCR- 454.00 21260.000 20.54 453.04 .00 16200.0 0 18200.0 .0 .56 .00 .2.81 .00 .000124 380. 380. 390. 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIWE VLOB- VCH VROB SLOPE XLOBL XLCH XLOBR ' SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 ELE4CL= 470.00. ELENCR. 454.80 21635.000 19..33, '453-.03 .00 18200.0 - . 0 16280.0 r.0 .58 .00 :3.62 00 _000190 -340. :340. 400. 1580.0 TYPE= .00 453.11 .0 5747.2 .000 .035 2 0 1457.0' TYPE= .00 453.11 .0 5747.2 .000 .035 0 0 1 TARGET= 540.000 .15 .07 .02 458.10 333.3 586.8 140.4 450.00 .055 .000 432.30 1066.01 0 .00 1345.79 2411.81 1 TARGET= 417.000 0 .15 .00 .00 458.10 91.0 588.2 140.6 450.00 .055 .000 432.30 1066.01 0 .00 444.28 1510.29 1522.0 TYPE= 1 TARGET= .00 453.16 .12 0 6480.6 .0 .000 .035 .000 2 0 0 WSELK EG HV ALOB ACH AROB XNL XNCH XNA ITRIAL IDC ICONT 1458.0 TYPE= 1 TARGET - .00 453.24 .20 0 5022.9 .0 .000 .035 .000 2 0 0 474.000 .a5 ..00 458.40 641.9 144.4 454.00 .000 432.50 1072.29 .00 429.64 1521.17 HL OLOSS L -BANK ELEV VOL TWA R -RAW ELEV MTN ELMIN SSTA ... CORAR TOPWID ENDST 397.000 45 .02 458.60 686.8 147.4 454.00 .000 433.70 1667.03 .00 319.04 1406.07 PAGE 37 I_ 1 * SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET= 467.000 ELENCL= 470.00 ELENCR- 455.80 21645.000 19.33 453.03 .00 .00 453.24 .20 .00 .00 458.60 18200.0 .0 18200.0 .0 .0 5022.6 .0 687.9 147.4 454.00 .58 .00 3.62 .00 .000 .035 .000 .000 433.70 1087.03 .000190 10. 10. 10. 0 0 0 .00 319.03 1406.07 1490 NH CARD USED * SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET= 366.000 ELENCL= 470.00 ELENCR= 454.50 22370.000 20.70 453.20 .00 .00 453.43 .23 .19 .01 450.50 18200.0 .0 18200.0 .0 .0 4756.3 .0 786.7 153.9 454.50 65 00 3.83 .00 .000 .035 .000 .000 432.50 5094.00 .000236 880. 880. 480. 2 0 0 .00 326.30 5420.30 CCHV= .100 CEHV= .300 1490 NH CARD USED * SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE= 1 TARGET= 1533.000 ELENCL= 470.00 ELENCR= 454.00 23800.000 20.20 453.50 .00 .00 453.78 .28 .33 .02 450.00 18200.0 15037.3 3162.7 .0 3291.4 1507.1 .0 916.7 168.3 454.00 .72 4.57 2.10 .00 .035 .035 .000 .000 433.30 5467.00 .000361 720. 1430. 680. 2 0 0. .00 743.49 6462.22 1 12SEP99 14:29:46 PAGE 38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSPA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED ' SECNO 24400.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.75 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE- 1 TARGET= 1680.000 ELENCL- 470.00. ELENCR= 470.00 24400.000 22.29 453.79 .00 .00 453.87 .07 .07 .02 459.20 18200.0 .0 18200.0 0 0 8347.4 .0 983.9 177.6 470.00 .77 00 2.18 .00 .000 .030 .000 .000 431.50 5275.65 .000118 130. 550. 230. 2 0 0 .00 1027.77 6874.03 CCHV= .100 CEHV= .300 1490 NH CARD USED ' SECNO 24700.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE- 1 TARGET= 1023.000 ELENCL= 470.00 ELENCR 470.00 24700.000 19.86 453.76 .00 00 454.00 .23 .08 .05 451.00 18200.0 13726.9 4473.1 .0 3396.6 1343.0 .0 1046.6 185.2 470.00 .80 4.04 3.33 .00 .035 .035 .000 .000 433.90 4187.00 .000309 610. 350. 80. 3 0 0 .00 545.99 5195.80 CCHV= .100 CEHV= .300 `SECNO 25530.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET- 248.670 ELENCL= 470.00 ELENCR= 470.00 1 12SEP99 14:29:46 PAGE 39 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 25530.000 19.45 453.85 .00 .00 454.39 .54 .30 .09 - 455.33 18200.0 .0 18200.0 0 .0 3079.4 .0 1109.4 191.5 470.00 84 .00 .5.91 .00 .000 .035 .000 .000 434.40 2501.11 .000658 700. - 700. 560. 2 0 0 .00 238.18 2739.29 •SECNO 15770.000 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE= 1 TARGET= 286.000 ELENCL= 470.00 ELENCR= 470.00 25770.000 19.58 454.18 .00 .00 454.53 .36 .12 .02 455.33 18200.0 .0 18200.0 .0 0 3798.3 .0 1128.3 192.9 470.00 85 .00 4.79 .00 .000 .035 .000 .000 434.60 2499.84 .000393 240. 240. 240. 2 0 0 .00 274.19 2774.03 1490 NH CARD USED 'SECNO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.80 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE- 1 TARGET- 2580.420 ELENCL- 470.00 ELBNCR= 470.00 26830.000 18..42 454.72 00 .00 454.78 .05 .21 .03 457.35 _38900.0 0 7483.3 11416.7 0 3350.4 7718.9 1299.6 210.0 452.00 - ' - - 1.01 .00 2.23 1.48 .000 .035 .055 .D00 436..30 2630.08 .000131 1030. 1050. 960. 2 0 0 .00 1221.07 3990.86 1490 NH CARD USED SECNO DEPTH CWSEL CRINS WHELK EG HV HL GLOSS L -BANK ELEV * SECNO 28080.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 3470 ENCROACHMENT STATIONS= 2417.0 5100.0 TYPE= 1 TARGET= 2683.000 1 12SEP99 14:29:46 PAGE 40 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB OCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WPN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELENCL= 470.00 ELENCR= 470.00 28080.000 19.51 454.71 .00 .00 455.12 .41 .24 .11 470.00 18900.0 .0 17085.8 1814.2 .0 3172.4 1400.0 1471.6 234.2 458.40 1.06 .00 5.39 1.30 .000 .035 .055 .000 435.20 2421.88 .000714 850. 900. 1000. 3 0 0 .00 955.19 3984.80 1490 NH CARD USED * SECNO 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2319.0 5400.0 TYPE= 1 TARGET= 3081.000 ELENCL= 470.00 ELENCR= 470.00 28870.000 19.05 455.35 .00 .00 455.51 .16 .37 .02 457.00 18900.0 .0 12854.4 6045.6 .0 3372.1 4963.6 1583.2 262.7 459.30 1.12 .00 3.81 1.22 .000 .037 .055 .000 436.30 2325.58 .000430 610. 610. 900. 2 0 0 .00 2003.30 4795.16 CCHV= .100 CEHV= .300 1490 NH CARD USED * SECNO 29610.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2055.0 5100.0 TYPE= 1 TARGET= 3045.000 ELENCL- 470.00 ELENCR= 470.00 29610.000 18.22 455.62 .00 .00 455.79 .17 .27 .00 455.65 18900.0 .0 12974.7 5925.3 .0 -3335.5 3663.8 1712.4 289.1 458.70 1.19 .01 3.89 1.62 .000 .035 .055 .000 437.40 2055.00 .000360 650. 650. 800. 2 0 0 .00 986.64 3179.30 1490 NH CARD USED * SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE= I TARGET- 3655.000 1 12SEP99 14:29:46 PAGE 41 SECNO DEPTH CWSEL CRINS WHELK EG HV HL GLOSS L -BANK ELEV Q QLOH QCH GROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR - WPN EL4IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELffi4CL= 470.00 ELENCR= 470.00 30570.000 17.73 455.96 .00 .00 456.22 .27 .40 .03 457.43 18900.0 .0 14140.1 4759.9 .0 3038.2 2408.9 1841.0 307.5 460.00 1.25 .00 4.65 1.98 .000 .033 .055 .000 438.23 3451.08 .000571 900. 900. 900. 2 0 0 .00 801.27 4551.47 •SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3387.0 7100.0 TYPE- 1 TARGET= 3713.000 ELENCL= 470.00 ELENCR- 470.00 31230.000 18.06 456.16 .00 .00 456.82 .65 .48 .12 470.00 18900.0 .0 18778.0 122.0 .0 2890.7 151.8 1903.8 317.2 460.80 1.28 .00 6.50 .80 .000 .035 .055 .000 438.10 3401.55 .001056 620. 620. 700. 2 0 0 .00 462.84 4450.72 -SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32150.000 19.71 456.71 .00 .00 458.40 1.69 1.28 .31 460.50 18900.0 .0 18487.4 412.6 .0 1753.3 199.6 1956.7 324.8 460.00 1.30 .00 10.54 2.07 .000 .035 .055 .000 437.00 3404.35 .001896 900. 920. 950. 3 0 0 .00 245.89 4396.06 CCHV- .300 CEHV= .500 1490 NH CARD USED 'SECHO 32200.000 3265. DIVIDED FLOW 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV.. HL GLOSS L -BANK ELEV Q OLDS QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH - )[MR WTN ELMIN BETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD- 463.60 MAX ELLC- •••••••* 3470 ENCROACHMENT STATIONS- 3050.0 5734.0 TYPE= 1 TARGET= 2684.000 SLENCL= 470.00 BLENCH= 470.00 32200.000 '21.24 456.24 .00 .00 459.02 2.79 .07 .55 461.50 PAGE 42 18900.0 .0 17844.6 1055.4 .0 1302.6 167.8 1958.6 325.0 461.50 1.30 .00 13.70 6.29 .000 .015 .020 .000 435.00 3406.30 .001184 50. 50. 50. 3 0 0 .00 151.20 4398.74 •SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= •••••... 3470 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE= 1 TARGET= 3130.000 ELENCL= 470.00 ELENCR= 470.00 32230.000 21.45 456.45 .00 .00 459.12 2.66 .06 .04 461.50 18900.0 .0 17801.1 1098.9 .0 1327.5 176.7 1960.3 325.2 461.50 1.30 .00 13.41 6.22 .000 .015 .021 .000 435.00 3405.63 .001127 50. 50. 50. 2 - 0 0 .00 153.43 4399.12 OCHV= .100 CEHV= .300 �SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE = 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32250.000 21.82 458.82 .00 .00 459.33 .51 .00 .22 460.50 13200.0 .0 12035.2 1164.8 .0 2002.9 802.6 1960.4 325.2 460.00 1.30 .00 6.01 1.45 .000 .045 .055 .000 437.00. 3401.93 .000915 1. 1. 1. 2 0 0 .00 781.28 4574.62 1 12SEP99 14:29:46 PAGE 43 SECNO DEPTH CWSEL CRIWS WSELX EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH - VROB XNL XNCH XNR WTN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED - - *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 32305.000 20.92 458.62 .00 .00 459.55 .92 .09 .12 465.00 13200.0 .0 10578.5 2621.5 .0 1275.9 561.6 1963.3 325.9 460.00 1.30 .00 8.29. 4.67 .000 .045 .055 .000 437.70 2164.12 .003840 55. 55. 55. 3 0 .. 0 .00 309.32 3348.03 1490 NH CARD USED - •SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.36 32725.000 21.85 460.05 .00 .00 460.21 .16 .59 .08 463.00 13200.0 4504.2 6875.8 1820.0 1955.8 1714.7 1378.6 1997.8 335.3 461.00 1.34 2.30 4.01 1.32 .060 .045 .055 .000 438.20 1570.86 .000692 380. ; =420. - 520. 2 0 0 .00 1412.57 3825.70 1 12SEP99 14:29:46 PAGE 44 TW LEFT BANK BETWEEN SECTION 13 AND 12 ASQ QCOMP ERRAC TASQ TCQ TABER NITER DEWS USWS DSSNO USSR 4319.72 4339.07 .45 4319.72 4339.07 .45 10 452.746 452.802 12.000 13.000 TW LEFT BANK BETWEEN SECT. 12 AND 11 ASQ QCOMP ERRAC TASQ TCQ TABER NITER DEWS ME DEEM USSNO 2291.90 2296.75 .21 6611.63 6635.82 .37 10 452.644 452.746 11.000 12.000 TW LEFT BANK BETWEEN SECT. 11 AND 10 ASQ QCOMP ERRAC TASQ TCQ TAKER NITER DEWS USWS DSSNO USSNO 903.15 886.26 1.89 7514.77 7522.08 .10 10 452.209 452.644 10.000 11.000 TW LEFT BANK BETWEEN SECT. 10 AND 9 ASQ QCOMP ERRAC TASQ TCQ TABER NITER DEWS DEWS DSSNO USSNO 793.36 777.90 1.97 8308.14 8299.98 .10 10 451.994 452.209 9.000 10.000 TW LEFT BANK BETWEEN SECT. 9 AND 8 ASO QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 221.86 217.50 1.99 8530.00 8517.48 .15 10 450.679 451.994 7.000 9.000 TW LEFT BANK BETWEEN SECT. 7 AND 3 ASQ QCOMP ERRAC TASQ TCQ TAKER NITER DEWS'. USWS- DSSNO USSNO .00 .00 .00 8530.00 8517.48 .15 10 450.276 450.679 3.000 7.000 TW LEFT BANK BETWEEN SECT. 3 AND 2 ASQ QCOMP ERRAC TASQ TCQ TAKER NITER DEWS DEWS DSSNO USSNO .00 .00 .00 8530.00 8517.48 .15 10 449.787 450.276 2.000 3.000 TW LEFT BANK BETWEEN SECT. 2 AND 1.1 ASQ QCOMP ERRAC TASQ TCQ TABER NITER DEWS USWS DEEM USSNO .00 .00 .00 8530.00 8517.48 .15 10 448.878 449.787 1.100 2.000 1 12SEP99 14:29:46 - PAGE 45 "] L 1 f - 1 1 =A [ :=I I I l 77 "771 7M 7 71 TW LEFT BANK BETWEEN SECT. 1.1 AND 1 ASO QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO .00 .00 .00 8530.00 8517.48 .15 10 447.632 448.878 1.000 1.100 TW LEFT BANK BETWEEN SECT. 1 AND 0 ASO OCOMP ERRAC TASQ TCQ TABER NITER DEWS USWS DSSNO USSNO .00 .00 .00 8530.00 8517.48 .15 10 446.412 447.632 .000 1.000 1 12SEP99 14:29:46 PAGE 46 T1 DENTON CREEK REVISED EXISTING CONDITION SPLIT FLOW T2 WINDSOR ESTATES AND DEFOREST COURT (COPPELL, TEXAS) PIS MODEL T3 100 -YEAR PIS DISCHARGE PROFILE FILE: RVEXD4ST.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FO 0 4 0 0 .001 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIX ITRACE 3 0 -1 1 12SEP99 14:29:46 PAGE 47 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTM ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 3 CCHV= .100 CEHV= .300 * SECNO .000 2096 WSEL NOT GIVEN, AVG. OF MAX, MIN USED 3265 DIVIDED FLOW .000 18.06 446.56 .00 .00 446.78 .22 .00 .00 446.00 10277.1 5687.3 4589.8 .0 2137.9 968.9 .0 .0 .0 448.00 00 2.66 4.74 .00 .035 .045 .000 .000 428.50 777.19 .001002 0. 0. 0. 0 0 14 .00 1138.89 2052.81 * SECNO 1.000 3265 DIVIDED FLOW 1.000 18.87 447.77 .00 00 447.88 .11 1.09 .01 448.00 10277.1 7363.3 2913.8 .0 2970.5 967.0 .0 87.6 29.1 452.00 .12 2.48 3.01 .00 .035 .045 .000 .000 428.90 646.75 .000877 850. 1700. 870. 2 0 0 .00 1584.78 3039.42 * SECNO 1.100 3265 DIVIDED FLOW 1.100 19.91 449.01 .00 .00 449.34 .33 1.40 .07 450.00 10277.1 4423.5 5853.6 .0 1486.6 1065.1 .0 169.8 59.2 450.00 .20 2.98 5.50 .00 .035 .045 .000 .000 429.10 356.94 .001680 890. 1570. 1330. 3 0 0 .00 1143.19 2056.95 ' SECNO 2.000 3265 DIVIDED FLOW 2.000 20.62 449.92 .00 .00 450.38 .46 1.00 .04 452.00 10277.1 3354.0 6923.1 .0 873.4 1145.0 .0 196.8 65.8 450.00 .23 3.84 6.05 .00 .035 .045 .000 .000 429.30 1070.45 .001715 250. 800. 680. 3 0 0 .00 627.48 2056.77 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS WSELK SO HV HL GLOSS L -BANG ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELHIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 3.000 3265 DIVIDED FLOW 3.000 20.74 450.44 .00 .00 450.98 .55 .57 .03 452.00 10277.1 1890.5 7618.8 767.8 551.9 1153.6 247.6 211.7 69.3 444.00 .24 3.43 6.60 3.10 .035 .045 .055 .000 429.70 2120.63 .001644 230. 380. .385. 2 0 0 .00 515.42 3094.09 ' SECNO 4.000 3265 DIVIDED FLOW 4.000 20.97 450.67 .00 .00 451.07 .39 .07 .02 452.00 10277.1 2177.3 6828.2 1271.6 747.8 1176.5 437.5 214.0 69.8 444.00 .25 2.91 5.80 2.91 .035 .045 .055 .000 429.70 2146.20 .001229 35. 50. 50. 2 0 0 .00 622.67 3123.38 ' SECNO 5.000 3265 DIVIDED FLOW 5.000 20.86 450.66 .00 .00 451.15 - .49 .05 .03 452.00 10277.1 2402.9 7632.4 241.8 744.5 1214.9 175.7 215.7 70.1 450.00 .25 3.23 6.28 1.38 .035 .045 .055 .000 429.80 2166.39 .001520 1. 50. 50. 2 0 0 .00 701.10 3214.26 ' SECNO 6.000 3265 - DIVIDED FLOW 6.000 20.92 - 450.72 .00 .00 451.26 .55 .10 .02 452.00 10277.1 2689.7 7585.5 1.9 771.8 1149.3 7.6 218.1 70.6 452.00 .25 3.48 6.60 .26 .035 .045 .055 .000 429.80 2205.81 _ .001761 1. 80. 100. 2 0 0 .00 620.76 3656.87 ' SECNO 7.000 - -' PAGE 48 1 12SEP99 14:29:46 PAGE 49 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL GLOSS L -BANK ELEV 0 QLOB QCH OROS ALOB ACH AROB VOL TWA R -,BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELNIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IpC ICONT CORAR TOPWID ENDST 3265. DIVIDED FLOW 3280 CROSS SECTION 7.00 EXTENDED .07 FEET 7.000 20.87 450.87 .00 .00 451.73 .86 .37 .09 452.00 10277.6 2738.4 7530.3 8.9 512.2 930.7 18.4 224.5 72.8 452.00 26 5.35 8.09 .48 .035 .045 .055 .000 430.00 2412.00 .003049 175. 160. 100. 2 0 0 .00 583.79 3735.46 * SECNO 9.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.70 3470 ENCROACHMENT STATIONS= .0 3114.0 TYPE= 1 TARGET= 3113.999 9.000 21.70 452.20 .00 .00 452.52 .32 .73 450.00 10622.9 3545.0 6183.5 894.4 1269.1 1123.8 640.9 246.2 .05 83.1 446.00 .29 2.79 5.50 .1.40 .035 .045 .055 .000 430.50 2418.00 .001122 340:" 460. '510. 3 0 0 .00 1505.00 3923.00 - SECNO 10.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3076.0 TYPE= 1 TARGET= 3075.999 10.000 21.81 452.41 .00. .00 452.77 .36 .24 452.00 11630.4 4144.2 7022.4 463.7 1189.7 1262.0 523.4 257.4 .01 86.8 452.00 30 3.48 5.56 .89 .035 .045 .055 .000 430.60 2320.00 .001645 250. 150. 1. 2 0 0 .00 1548.46 3887.00 -SECNO 11.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.66 1 12SEP99 14:29:46 PAGE 50 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -SANK 81" Q QLOB QCH QROB ALOB ACH AROB VOL TWA R- BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= .0 3092.0 TYPE = - 1 TARGET= 3091.999 11.000 22.04 452.84 .00 .00 452.98 .14 .19 .02 452.00 12776.0 7228.1 4880.7 667.2 2539.2 1436.1 866.8 272.2 91.3 452.00 .31 2.85 3.40 .77 .035 .045 .055 .000 430.80 2200.00 .000717 190. 190. 50. 2 0 0 .00 1718.00 3918.00 ' SECNO 12.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ERATIO = 1.84 3470 ENCROACHMENT STATIONS= 2170.0 3600.0 TYPE= 1 TARGET= 1430.000 ELENCL- 460.00 ELENCR= 460.00 _ 12.000 21.95 452.95 .00 00 453.10 .15 11 00 451.20 15466.8 5929.4 9164.1 373.3 2913.0 2472.4 653.1 304.1 99.3 452.00 .34 2.04 3.71 .57 .035 .035 .055 .000 431.00 2170.00 .000310 350. 185. 100. 2 0 0 .00 1430.00 3600.00 ' SECNO 13.000 3280 CROSS SECTION 13.00 EXTENDED .00 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.75 3470- EWROACHMENT STATIONS= 4920.0 6343.0 TYPE = 1 TARGET= 1423.000. ELENCL-- 460.00 ELENCR= 460.00 13.000 21.60 453.00 -00 - 00 _453.15 .15 05 .00 451.40 - 20600.0 2698.1 17834.8 67.1 2020.6 ' 5450.3 265.5 339.1 105.8 452.00 .36 1.34 3.27 .25 .035 .035 .055 .000 431.40 4920.00 .000179 220. 230. 150. 2 0 0 .00 1423.00 6343.00 ' SECNO 14.000 3280 CROSS SECTION 14.00 EXTENDED .08 FEET 3470 ENCROACHMENT STATIONS= 493D.0, 6465.0 TYPE= 1 TARGET- 1535.000 ELENCL- 460.00 ELENCR= 470.00 '•11:000 21.38 453.08 .00 00 453.18 .10 .03 .00 451.30 20600.0 2834.8 17606.4 158.7 2238.8 6518.1 467.4 371.9 111.0 452.00 .38 1.27 2.70 .34 .035 .035 .055 .000 431.70 4930.00 .000143 175.. 170. 110. 2 0 0 .00 1535.00 6465.00 1 12SEP99 14:29:46 PAGE 51 SECNO DEPTH CWSEL CHINS WSELK SG HV HL OLOSS L -BANK ELEV Q QLOB OCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR Wm ELMIN SSFA. - SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPNID ..';BMDST ' SECNO 19647.000 3280 CROSS SECTION 19647.00 EXTENDED .11 FEET 3470 ENCROACHMENT STATIONS= 4930.0 6325.0 .TYPE- 1 TARGET- 1395.000 ELENCL- 460.00 BLENCH. 470.00 19647.000 21.41 453.11 00 .00 453.21 .10 .03 .00 451.30 20600.0 2865.2 17622.2 112.6 .22 6536.0 326.3 422..7 119.3 0452.:00 =.40 - 1.27 -2.70 .35 .035. ..035 .055 - .;1.000 431.70 4430.00 .000142 • +240. 240. "" 263. 2 0 0 - .00 1395.00 6325.00 .: 1490 NH CARD USED ' SECNO 19770.000 L-J L-- L. L.: L'.a t L - Z L Z L--Z3 L - i t:=j [ I C a r ® "� 7 n 771 7 n 7n 7 71 �l 771 "71 7 n 3470 ENCROACHMENT STATIONS= 5408.0 6870.0 TYPE= 1 TARGET= 1462.000 453.26 .11 ELENCL- 470.00 ELENCR= 470.00 448.50 1375.3 6917.1 784.9 501.5 130.8 19770.000 21.13 453.13 .00 .00 453.23 .11 .02 .00 448.50 20600.0 1302.4 18798.3 499.3 1368.9 6906.6 1084.8 449.2 123.6 453.00 .42 .95 2.72 46 .045 .033 .055 .000 432.00 5408.00 .000110 123. 123. 149. 2 0 0 .00 1462.00 6870.00 1490 NH CARD USED ICONT CORAR TOPWID ENDST ' SECNO 19930.000 3470 ENCROACHMENT STATIONS= 5408.0 6780.0 TYPE= 1 TARGET= 1372.000 ELENCL- 470.00 ELENCR= 470.00 19930.000 21.14 453.14 .00 .00 453.25 .11 02 .00 448.50 20600.0 1315.6 18949.9 334.5 1371.4 6910.7 808.5 482.9 128.7 453.00 .44 .96 2.74 .41 .045 .033 .055 .000 432.00 5408.00 .000112 160. 160. 153. 1 0 0 .00 1372.00 6780.00 1490 NH CARD USED * SECNO 20025.000 3470 ENCROI EI184R3- 20025.000 20600.0 .45 .000111 1 ,CHMENT STATIONS= 5408.0 470.00 ELENCR= 470.00 21.15 453.15 .00 1320.7 18959.6 319.7 .96 2.74 .41 95. 95. 30. 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS Q OLDS QCH QROB TIME VLOB VCH VROB SLOPE - XLOBL XLCH XLOBR CCHV= .100 CEHV= .300 - SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 ELENCL- 470.00 ELENCR =. 452.70 20980.000 20.88 453.18 .00 20600.0 .0 20456.9 143.1 .50 .00 3.51 .26 .000163 775. 630. 415. 'SECNO. 20990.000 6770.0 TYPE= 1 TARGET= 1362.000 TARGET= .00 453.26 .11 .01 .00 448.50 1375.3 6917.1 784.9 501.5 130.8 453.00 .045 .033 .055 .000 432.00 5408.00 1 0 0 .00 1362.00 6770.00 WSELK EG HV HL GLOSS L -BANK ELEV ALOB ACH AROB VOL TWA R -BANK ELEV XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST 1580.0 TYPE- 1 TARGET= .00 453.37 .19 .0 5825.6 559.5 .000 .035 .055 2 0 0 540.000 .08 .02 458.10 612.3 147.0 450.00 .000 432.30 1065.07 .00 1352.81 2417.89 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET= 417.000 ELENCL= 470.00 ELENCR= 452.10 _ 20990.000 20.88 453.18 .00 .00 453.37 19 .00 .00 458.10 ..,20600.0 .0 20552.7 - 3.53 47.3 .0 .5825.6 113.8 613.7 147.2 450.00 - -- .50 .00 .42 .000 .035 .055 .000 432.30 1065.07 .000164 10. 10. 10. 0 0 0 .00 452.44 1517.52 PAGE 52 - SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET= 474.000 ELMJM. 470.00 ELENCR- ELENCL= 470.00 ELENCR= 454.00 DEPTH -. CWSEL " CRIWS WSELX EG 21635.000 19.58 453.28 .00 21260.000 20.78 453.28 .00 .00 453.44 .15 .06 .00 458.40 20600.0 .0 20600.0 .0 .0 6586.3 .0 668.4 151.1 454.00 .53 .00 3.13 .00 .000 .035 .000 .000 432.50 1071.39 .000152 380. 380. 390. 2 0 0 .00 432.67 1521.38 'SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE. 1 TARGET= 397.000 366.000 ELMJM. 470.00 ELENCR- ELENCL- 470.00 ELENCR- 454.80 - SECNO DEPTH -. CWSEL " CRIWS WSELX EG 21635.000 19.58 453.28 .00 .00 453.53 .25 .06 .03 458.60 QROB 20600.0 .0 20600.0 .0 .0 5100.6 .0 714.0 154.0 454.00 TIME .55 .00 4.04 .00 .000 .035 .000 .000 433.70 1086.05 ELMIN - .000232 340. 340. 400. 2 0 0 .00 320.50 1406.55 ICONT 1 12SEP99 14:29:46 5460.0 TYPE =.. 1 TARGET= 366.000 ELMJM. 470.00 ELENCR- 454.50 - SECNO DEPTH -. CWSEL " CRIWS WSELX EG HV HL OLOSS L -BANK ELEV 0 QLOB OCR QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 21645.000 CCHV= .100 CEHV= .300 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET= 467.000 ELENCL= 470.00 ELENCR- 455.80 - 21645.000 -19.58 453.28 .00 .00 453.53 .25 .00 .00 458.60 20600.0 .0 20600.0 .0 .0 5100.2 .0 715.2 154.1 454.00 .55 .00 4.04 .00 .000 .035 .000 .000 433.70 1086.05 .000232 10. 10. 10. 0 0 0 .00 320.50 1406.55 1490 NH CARD USED -SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE =.. 1 TARGET= 366.000 ELMJM. 470.00 ELENCR- 454.50 - 3 70.000 20.99 453.49 .00 .00 453.77 .28 .23 .01 450.50 0600.0 0 20600.0 .0 .0 4849.6 .0 815.7 160.7 454.50 61 .00 4.25 .00 .000 .035 .000 .000 432.50 5094.00 .000294 880. 880. 480. 2 0 0 .00 334.92 5428.92 CCHV= .100 CEHV= .300 1490 NH CARD USED 'SECNO 23800.000 32¢5 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE= 1 TARGET= 1533.000 ELENCL= ...470.00 ELENCR= 454.00 29800.000' :20.56 453.86 - .00 .00 454.18 .32 .40 .01 450.00 20600.0 16879.8 3720.1 .0 3434.7 1636.1 .0 950.5 175.9 454.00 .68 4.91 2.27 .00 .035 .035 .000 .000 433.30 5467.00 .000418 720. 1430. 680. 2 0 0 .00 799.24 6988.71 1490'W CARD USED 'SEdNO 24400.000 - PAGE 53 3265 DIVIDED FLOW 1 12SEP99 14:29:46 PAGE 54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANE ELEV -Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOHL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.76 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET= 1680.000 ELENCL= 470.00 ELENCR= 470.00 24400.000 22.70 454.20 .00 .00 454.28 .09 .08 .02 459.20 20600.0 .0 20600.0 .0 .0 8783.7 .0 1021.4 186.1 470.00 .73 .00 2.35 .00 .000 .029 .000 .000 431.50 5274.48 .000135 130. 550. 230. 2 0 0 .00 1126.71 6886.18 CCRV= .100 CEHV= .300 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET= 1013.000 ELENCL= 470.00 ELENCR= 470.00 24700.000 20.26 454.16 .00 .00 454.43 .27 .09 .06 451.00 20600.0 15495.2 5104.8 .0 3575.4 1397.2 .0 1087.4 194.8 470.00 .76 4.33 3.65 .00 .035 .035 .000 .000 433.90 4187.00 .000355 610. 350. 80. 3 0 0 .00 654.53 5196.55 CCHV= .100 CEHV= .300 *SECNO 25530.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET- 248.670 ELENCL= 470.00 ELENCR= 470.00 25530.000 19.85 454.25 .00 .00 454.90 .65 .35 .11 455.33 20600.0 .0 20600.0 .0 .0 3174.2 .0 1152.8 202.0 470.00 .79 .00 6.49 .00 ..000 .035, .000 .000 434.40 2499.53 .000775 700. 700. 560. 2 0 0 .00 241.17 2740.70 1 12SEP99 14:29:46 - PAGE 55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH ARDS VOL TWA R -HANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 25770.000 3470 ENCROACHMENT STATIONS- 2494.0 2780.0 TYPE= 1 TARGET= 286.000 3537.9 ELENCL. 470.00 ELENCR= 470.00 .055 2 0 0 25770.000 20.04 454.64 .00 .00 455.06 .43 .14 .02 455.33 20600.0 .0 20600.0 0 .0 3925.3 - .0 1172.4 203.4 470.00 80 .00 5.25 .00 .000 .035 .000 .000 434.60 2497.99 .000458 _ 240. 240. 240. 2 0 0 .00 277.55 2775.54 1490 NH CARD USED •SECHO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.86 3470 ENCROACHMENT STATIONS= 2619.6 - FJ,WL- 470.00 ELENCR= 470.00 26830.000 18.98 455.28 00 21300.0 .0 8320.2 12979.8 95 00 2.35 1.58 .000142 1030. 1050. 960. 1490 NH CARD USED •SECNO 28080.000 3265 DIVIDED FLOW 2580.420 24 04 457.35 1352.9 220.7 452.00 .000 436.30 2627.86 .00 1237.72 3994.09 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 5200.0 TYPE= 1 TARGET= .00 455.34 .06 0 3537.9 8215.5 .000 .035 .055 2 0 0 3470 ENCROACHMENT STATIONS= 2417.0 5100.0 TYPE- 1 TARGET= 2683.000 ELENCL= 470.00 ELKNCR= 470.00 _ 28080.000 20.08 455.28 .00 .00 455.71 .43 .26 .11 470.00 21300.0 0 18629.4 2670.6 .0 3341.8 1799.2 1538.9 246.2 458.40 1.00 .00 5.57 1.48 .000 .035 .055 .000 435.20 2419.61 .000756 850. 900. 1000. 3 0 0 .00 1048.61 4002.54 1 12SEP99 14:29:46 PAGE 56 SECNO DEPTH CWSEL CRIWS 0 QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 1490 NH CARD USED 'SECNO 28870.000 3265 DIVIDED FLOW WSELK SO HV HL ALOE ACH AROB VOL XNL XNCH XNR WTN ITRIAL IDC ICONT CORAR 3470 ENCROACHMENT STATIONS- 2319.0 5400.0 7 ELMX*L= 470.00 ELENCR. 470.00 28870.000 19..66 455.96 00 -.00 21300.0 - ''.0 13441.8 7858.2 0 1.07 .00 3.75 1.31 .000 .000406 •� -610. 610. 900. 2 LZj L.. LZZI L ' S.. - J 1=3 !PE= 1 TARGET 456.10 15 3580.9 5995.9 .036 .055 0 0 1=3 GLOSS L -BANK ELEV TWA R -BANK ELEV ELMIN SETA TOPWID ENDST 3081.000 .37 03 1667.9 276.7 .000 436.30 .00 2112.77 L 457.00 459.30 2323.17 4846.42 ---1 . 71 -71 .-5 7"1 -7- 1 777) -7771 7- 1 CCHV= .100 CEHV= .300 1490 NH CARD USED • SECNO 29610.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 2055.0 5100.0 TYPE= 1 TARGET= 3045.000 ELENCL= 470.00 ELENCR= 470.00 29610.000 18.80 456.20 .00 .00 456.39 .18 .27 .01 455.65 21300.0 1.1 14199.0 7099.9 3.3 3515.6 4067.8 1813.3 304.1 458.70 1.13 .34 4.04 1.75 .055 .035 .055 .000 437.40 2055.00 _ .000371 650. 650. 800. 2 0 0 .00 1005.42 3183.42 1490 NH CARD USED • SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445..0 7100.0 TYPE= 1 TARGET= 3655.000 ELENC:L= 470.00 ELENCR= 470.00 30570.000 18.32 456.55 .00 .00 456.83 .28 42 .03 457.43 21300.0 .0 15555.0 5745.0 .0 3236.2 2698.9 1953.0 323.2 460.00 1.19 .00 4.81 2.13 .000 .033 .055 .000 438.23 3448.69 .000590 900. 900. 900. 2 0 0 .00 835.37 4558.63 1 12SEP99 14:29:46 PAGE 57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN BLMIN SSPA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONf CORAR TOPWID ENDST - SECNO 31230.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 3470 ENCROACHMENT STATIONS= 3387.0 7100.0 TYPE= 1 TARGET= 3713.000 ELENCL- 470.00 ELENCR- 470.00 31230.000 18.66 456.76 .00 .00 457.48 .72 .52 .13 470.00 21300.0 .0 20980.5 319.5 .0 3059.0 282.7 2021.7 333.6 460.80 1.22 .00 6.86 1.13 .000 .035 .055 .000 438.10 3399.15 .001206 620. 620. 700. 2 0 0 .00 534.05 4490.74 ` SECNO 32150.000 3265 DIVIDED FLOW 3301 K CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 EDENCL= 470.00 ELENCR= 470.00 32150.000 20.36 457.36 00 .00 459.28 1.92 1.44 .36 460.50 - 21300.0 .0 20631.7 668.3 .0 1828.7 289.1 2079.6 342.1 460.00 1.24 .00 11.28 2.31 .000 .035 .055 .000 437.00 3403.61 .002098 900. 920. .950. 3 0 0 .00 263.80 4399.29 CCBV= .300 CEHV= .500 1490 NH CARD USED ' SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHAFED MORE THAN HVINS 1 12SEP99 14:29:46 PAGE 58 SECNO DEPTH CWSEL CRIWS WSELE EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROS ALOE ACH AROB VOL TWA. R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= • + + +• + ++ 3470 ENCROACHMENT STATIONS= 3050.0 5734.0 TYPE= 1 TARGET= 2684.000 ELENCL= 470.00 ELENCR= 470.00 _ 32200.000 21.83 456.83 .00 .00 459.97 3.15 .08 .62 461.50 21300.0 .0 19983.4 1316.6 .0 1368.9 191.8 2081.7 342.4 461.50 1.24 .00 14.60 6.87 .000 .015 .021 .000 435.00 3404.54 ,001322 50. 50. 50. 3 0 0 .00 157.08 4399.73 • SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= *' * +• + *• 3470 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE- 1 TARGET= 3130.000 ELBMCL- 470.00 ELENCR= 470.00 32230.000 22.15 457.15 .00 .00 460.10 2.95 .06 .06 461.50 '21300.0 .0 19912.7 1387.3 0 1408.3 206.3 2083.5 342.6 461.50 1.24 .00 14.14 6.72 .000 .015 .021 .000 435.00 3403.52 .001227 50. 50. 50. 2 0 0 .00 160.48 4400.31 CCHV= .100 CEHV= .300 ' SECNO. 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET- 3140.000 EL@4CL= 470.00 ELENCR= 470.00 32250.000 22.91 459.91 .00 00 460.35 .44 .00 .25 460.50 .14900.0 58.4 12417.7 2423.9 96.5 2137.1 1668.8 2083.6 342.6 460.00 1.24 .61 '5.81 1.45 .055 .045 .055 .000 437.00 3040.00 .000813 1. 1. 1. 2 0 0 .00 1150.70 4647.56 L. I Irk LLJ L:J LL CZ3 L ZZI L=f L 3 [=I L-3 1 12SEP99 14:29:46 PAGE 59 SECNO DEPTH CWSEL CHINS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED `SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .50 32305.000 22.03 459.73 .00 .00 460.54 .81 .08 .11 465.00 14900.0 .0 11363.8 3536.2 -.0 1447.3 760.7 2087.4 343.5 460.00 1.24 .00 7.85 4.65 .000 .045 .055 .000 437.70 2160.81 .003245 55. 55. 55. 2 _ 0 0 .00 368.26 3357.29 1490 NH CARD USED `SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.36 32725.000 22.79 460.99 .00 .00 461.11 .12 .50 .07 463.00 14900.0 5152.9 6634.2 3112.9 2249.1 1886.6 2291.8 2131.5 353.7 461.00 1.29 2.29 3.52 1.36 .060 .045 .055 .000 438.20 1568.01 .000584 380. .420. 520. 2 0 0 .00 1490.58 3839.95 1 12SEP99 14:29:46 PAGE 60 TW LEFT BANK BETWEEN SECTI ASQ QCOMP ERRAC 5133.15 5133.95 .02 TW LEFT BANK BETWEEN SECT. ASQ QCOMP ERRAC 2690.86 2691.46 .02 TW LEFT BANK BETWEEN SECT. ASQ QCOMR ERRAC 1145.64 1145.53 .01 TW LEFT BANK BETWEEN SECT. ON 13 AND 12 TASQ TCQ TABER NITER DEWS USWS DSSNO USSNO 5133.15 5133.95 .02 15 452.946 453.000 12.000 13.000 12 AND 11 TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 7824.01 7825.42 .02 15 452.841 452.946 11.000 12.000 11 AND 10 TASQ. TCQ TABER NITER DEWS USWS DSSNO USSNO 8969.65 8970.94 .01 15 452.414 452.841 10.000 11.000 10 AND 9 ASO QCOMP ERRAC TASQ TCO TABER NITER DEWS DEWS DSSNO USSNO 1007.50 1007.40 .01 9977.15 9978.35 .01 15 452.205 452.414 9.000 10.000 TW LEFT BANK BETWEEN SECT. 9 AND 8 ASO OCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 345.27 345.22 .01 10322.42 10323.57 .01 15 450.869 452.205 7.000 9.000 TW LEFT BANK BETWEEN SECT. 7 AND 3 ASO QCOMP ERRAC TASQ TCQ .TABER NITER DEWS USWS DSSNO USSNO .47 .48 .06 10322.90 10324.05 .01 15 450.436 450.869 3.000 7.000 TW LEFT BANK BETWEEN SECT. 3 AND 2 ASO QCOMP ERRAC TASQ TCQ TABER NITER DEWS USWS DSSNO USSNO .00 .00 .00 10322.90 10324.05 .01 15 449.925 450.436 2.000 3.000 TW LEFT BANK BETWEEN SECT. 2 AND 1.1 ASO QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO .00 .00 .00 10322.90 10324.05 .01 15 449.012 449.925 1.100 2.000 1 12SEP99 14:29:46 PAGE 61 TW LEFT BANK BETWEEN SECT. 1.1 AND 1 ASO QCOMP ERRAC TASQ TCQ TABER NITER DEWS USWS DSSNO USSNO .00 .00 .00 10322.90 10324.05 .01 15 447.769 449.012 1.000 1.100 TW LEFT BANK BETWEEN SECT. 1 AND 0 ASO QCOMP ERRAC TASO TCQ TABER NITER DEWS DEWS DSSNO USSNO .00 .00 .00 10322.90 10324.05 .01 15 446.563 447.769 .000 1.000 1 12SEP99 14:29:46 - PAGE 62 T1 DENTON CREEK REVISED EXISTING CONDITION SPLIT FLOW T2. WINDSOR ESTATES AND. DEFOREST COURT (COPPELL, TEXAS) PIS MODEL T3 500 -YEAR PIS DISCHARGE PROFILE FILE: RVEXD4ST.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 .001 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 1 12SEP99 14:29:46. - - PAGE 63 SECNO DEPTH CWSEL CRIME WSELK EG HV HI. OLOSS L -BANK ELEV 0 QLOB QCH OROB ALOE ACE AROB VOL TWA R -BANK ELEV _TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA - ... SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST L:J L= J L =J L-3 LJ 1 - 1 L.3 L=3 L':.J L - :.l L, J r ". _ " I A ) _...7 1 -1 y r 'PROF 4 SECTION 3.00 EXTENDED .47 FEET 3.000 CCHV= .100 CEHV= .300 .00 451.94 .67 14222.7 ' SECNO .000 9409.6 1154.9 934.5 1238.4 297.9 .23 3.91 2096 WSEL NOT GIVEN, AVG OF MAX, MIN USED .055 .002140 230. .000 18.86 447.36 .00 .00 447.58 .22 14161.4 9059.7 5101.7 .0 3047.1 1044.6 .0 .00 2.97 4.88 .00 .035 .045 .000 .001016 0. 0. 0. 0 0 14 ' SECNO 1.000 1.000 19.58 448.48 .00 .00 448.59 .11 14161.4 10893.4 3268.0 .0 4384.8 1094.9 .0 .12 2.48 2.98 .00 .035 .045 .000 .000804 850. 1700. 870. 2 0 0 ' SECNO 1.100 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.100 20.55 449.65 .00 .00 449.99 _34 14161.4 7490.6 6670.8 .0 2227.4 1147.0 .0 .19 3.36 5.82 .00 .035 .045 .000 .001912 890. 1570. 1330. 3 0 0 ' SECNO 2.000 3265 DIVIDED FLOW 2.000 21.32 450.62 .00 .00 451.19 .57 14161.4 5689.5 8468.2 3.7 1273.7 1227.7 6.2 .21 4.47 6.90 .59 .035 .045 .055 .002248 250. 800. 680. 3 0 0 ' SECNO 3.000 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIME WSELX EG HV Q QLOB QCH QROB ALOE ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT .00 .00 446.00 .0 .0 448.00 000 428.50 773.19 .00 1283.61 2056.81 .99 .01 448.00 114.3 38.7 452.00 .000 428.90 636.53 .00 2404.68 3041.21 65 1.34 .07 450.00 222.2 80.3 450.00 .000 429.10 352.45 .00 1425.60 2058.92 1.13 .07 452.00 254.1 88.3 450.00 .000 429.30 1058.38 .00 781.37 2077.14 PAGE 64 HL OLOSS L -BANK ELEV VOL TWA R -BANK ELEV WIN ELMIN SSIA CORAR TOPWID ENDST 3265 DIVIDED FLOW 3280 CROSS SECTION 3.00 EXTENDED .47 FEET 3.000 21.57 451.27 .00 .00 451.94 .67 14222.7 3658.2 9409.6 1154.9 934.5 1238.4 297.9 .23 3.91 7.60 3.88 .035 .045 .055 .002140 230. 380. 385. 2 0 0 .73 .03 452.00 272.0 92.8 444.00 .000 429.70 2112.00 .00 717.67 3096.18 - SECNO 4.000 3265 DIVIDED FLOW 3280 CROSS SECTION 4.00 EXTENDED .79 FEET 4.000 21.89 451.59 .00 .00 452.05 .46 .08 452.00 14222.7 4144.1 8263.0 1815.6 1220.9 1267.7 520.6 274.8 .02 93.5 444.00 .23 3.39 6.52 3.49 .035 .045 .055 .000 429.70 2145.00 ..001471 35. 50. 50. 2 0 0 .00 789.29 3127.96 • SECNO 5.000 3265 DIVIDED FLOW 3280 CROSS SECTION 5.00 EXTENDED .78 FEET 5.000 21.78 451.58 .00 - .00 452.13 .55 .06 .03 452.00 14222.7 4482.8 9119.3 620.5 1223.1 1312.1 326.6 276.8 93.8 450.00 .23 3.67 6.95 1.90 .035 .045 .055 .000 429.80 2165.00 .001723 1. 50. 50. 2 0 0 .00 869.93 3220.27 • SECNO 6.000 3265 DIVIDED FLOW 3280 CROSS SECTION 6.00 EXTENDED .85 FEET 6.000 21.85 451.65 .00 .00 452.24 .60 10 452.00 14222.7 5068.1 8974.6 180.0 1267.3 1246.5 213.8 279.8 .01 94.6 452.00 .23 4.00 7.20 .84 .035 .045 .055 .000 429.80 2205.00 .002036 1. 80. 100. 2 0 0 .00 1093.54 3738.24 1 '12SEP99 14:29:46 SECNO DEPTH CWSEL CAIWS WSELK EG HV HL OLOSS - L -BANE ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIHE VLOB VCH VROB XNL. XNCH XNR WIN ELKIN - SETA SLOPE XLOBL XLCH X14BR XTRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 7.000 3265 DIVIDED FLOW 3280 CROSS SECTION 7.00 EXTENDED 1.05 FEET 7.000 21.85 451.85 .00 .00 452.78 .93 .43 452.00 14502.3 5177.3 9022.5 - 8.85 302.5 939.0 1019.6 245.1 288.9 .10 98.0 452.00 .24 5.51 1.23 .035 .045 .055 .000 430.00 2412.00 .003532 175. 160. 100. 0 0 0 .00 933.52 3821.58 • SECNO 9.000 3280 CROSS SECTION 9.00 EXTENDED .28 FEET 3301 KV CHANGED MORE THANHVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.94 3470 ENCROACHMENT STATIONS= .0 3114.0 TYPE- 1 TARGET= 3113.999 PAGE 65 L ,;J L� LZJ L a L A L°: l L : 3 i L. ::-1 t; - C :a 1`- l I --- ( `° _i 9.000 22.78 453.28 .00 .00 453.59 .31 .75 .06 450.00 15848.8 6279.7 7114.8 2454.3 1849.6 1222.3 1573.7 322.3 110.2 446.00 .27 3.40 5.82 1.56 .035 .045 .055 .000 430.50 2418.00 .001122 340. 460. 510. ,3 0 0 .00 1505.00 3923.00 ' SECNO 10.000 3280 CROSS SECTION 10.00 EXTENDED .46 FEET 3470 ENCROACHMENT STATIONS= .0 - 3076.0 TYPE= 1 TARGET= 3075.999 EG HV HL 10.000 22.86 453.46 :QO .00 453.85 .38 24 .02 452.00 TWA 18293.7 7498.3 8590.9 2204.5 1835.2 1408.9 1374.3 337.4 113.9 452.00 SETA .28 4.09 6.10 1.60 .035 .045 .055 .000 430.60 2320.00 3302 WARNING: ..001706 250. 150. 1. 2 0 0 .00 1567.00 3887.00 .0 ' SECNO 11.000 3280 CROSS SECTION 11.00 EXTENDED .86 FEET 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q - OLDS QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TINE VLOB VCH VRPB XNL XNCH XMR WIN. ELMIN SETA - SLOPE - -XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.57 2 0 3470 ENCROACHMENT STATIONS= 1430.00 .0 3092.0 TYPE- 1 TARGET= 3091.999 11.000 23.06 453.86 .00 .00 454.07 .21 .21 .02 452.00 21088.9 12059.4 6746.9 2282.6 3262.8 1621.6 1708.6 356.9 118.5 452.00 .29 3.70 4.16 1.34 .035 .045 .055 .000 430.80 2200.00 .000914 190. 190. 50. 2 0 0 .00 1718.00 3918.00 - SECNO 12.000 3280 CROSS SECTION 12.00 EXTENDED .98 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.63 3470 ENCROACHMENT STATIONS= 2170.0 3600.0 TYPE= 1 TARGET= 1430.000 460.00 ELENCL= ..460.00 ELENCR- 460.00 .00 454.38 .34 10 .02 451.40 36200.0 6089.7 29567.0 543.4 2635.0 5844.9 738.3 438.8 133.0 452.00 12.000 22.98 453.98 .00 .00 _ 454.26 .28 .17 .02 451.20 26138.7 10976.3 13863.3 1299.2 3630.0 2698.9 1195.5 397.1 126.5 452.00 .31 3.02 5.14 1.09 .035 .035 .055 .000 431.00 2170.00 .000529 350. 185. 100. 2 0 0 .00 1430.00 3600.00 ' SECNO 13.000 3280 CROSS SECTION 13.00 EXTENDED 1.04 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.61 3470 ENCROACHMENT STATIONS= 4920.0 6343.0 TYPE= 1 TARGET= 1423.000 ELENCL= 460.00 ELENCR= 460.00 13.000 22.64 454.04 .00 .00 454.38 .34 10 .02 451.40 36200.0 6089.7 29567.0 543.4 2635.0 5844.9 738.3 438.8 133.0 452.00 PAGE 66 .32 2.31 5.06 .74 .035 .035 .055 .000 431.40 4920.00 .000390 220. 230. 150. 2 0 0 .00 1423.00 6343.00 ` SECNO 14.000 1 12SEP99 14:29:46 PAGE 67 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONt CORAR TOPWID ENDST 3280 CROSS SECTION 14.00 EXTENDED 1.22 FEET 3470 ENCROACHMENT STATIONS= 4930.0 6465.0 TYPE= 1 TARGET= 1535.000 ELEWL= 460.00 ELENCR= - 470.00 14.000 22.52 454.22 .00 .00 454.45 .22 .06 .01 451.30 36200.0 6210.5 29230.8 758.7 2903.0 7115.9 963.3 477.4 138.2 452.00 34 2.14 4.11 79 .035 .035 .055 .000 431.70 4930.00 .000295 175. 170. 110. 2 - 0 0 .00 1535.00 6465.00 *SECNO 19647.000 3280 CROSS SECTION 19647.00 EXTENDED 1.29 FEET 3470 ENCROACHMENT STATIONS = 4930.0 6325.0 TYPE= 1 TARGET= 1395.000 ELENCL= 460.00 ELENCR= 470.00 - - - -- 19647.000 22.59 454.29 .00 00 454.52 .22 .07 451.30 36200.0 6323.0 29340.0 537.0 2943.7 7152.5 672.4 537.8 .00 146.5 452.00 .35 2.15 4.10 80 .035 .035 .055 .000 431.70 4930.00 .000292 240. 240. 263. 2 0 0 .00 1395.00 6325.00 1490 NH CARD USED `SEM 19770.000 3470- ENMtQACHWW STATIONS= 5408.0 6870.0 TYPE =- 1 TARGET= 1462.000. FIAIDM= 470.00 ELENCR= 470.00 - - 19770.000 22.31 454.31 .00 00 454.56 .25 .03 948.50 36200:0 2833.5 31697.0 1669.5 1720.2 7483.5 1891.9 569.4 .O1 150.8 453.00 .36 1.65 4.24 .88 .045 .033 .055 .000 432.00 5408.00 .000244 123. 123. 149. 2 0 0 .00 1462.00 6870.00 - 1490 NH CARD USED SECNO 19930.000 3470 ENCROACHMENT STATIONS= 5408.0 6780.0 TYPE= 1 TARGET= 1372.000 ELBNCL= 470.00 ELENCR- 470.00 - 19930.000 22.35 454.35 .00 80 454.60 .25 04 .00 448.50 36200.0 2882.7 32044.7 1272.6 1730.4 7500.1 1524.1 609..2 155.9 453.00 .37 1.67 4.27 .83 .045 .033 .055 .000 432.00 5408.00 .000246 160. 160. 153. 2 - 0 0 .00 1372.00 6780.00 1 12SEP99 14:29:46 _ PAGE 68 SECNO DEPTH CWBEL. CRIW6 WSELK EG HV HL GLOSS L -BANK ELEV 0 QLOB QCM GROB AIAB ACH,. AROB VOL :. 9'pA ;R -BANE ELEV TIME VLOS, VCR VROB 70p1... XNCH XNR. WTN ELKIN SSTA L� L_ _1 L.�J L _ 1 L- -1 L=l i a i_. j i_:Ll I _ 1 T 1 1 1 , 1 < 1 1--16 .. 1490 NH CARD USED 'SECNO 20025.000 3470 ENCROJ ELENCL= 20025.000 36200.0 .38 .000247 LCHMENP STATIONS= 5408.0 470.00 ELENCR= 470.00 22.37 454.37 .00 2896.6 32063.1 1240.3 1.67 4.27 .83 95. 95. 30. CCHV= .100 CEHV= .300 •SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 ELENCL- 470.00 ELENCR- 452.70 20980.000 22.11 454.41 .00 36200.0 .0 34782.8 1417.2 41 .00 5.56 .78 .000378 775. 630. 415. 'SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 ELENCL= 470.00 ELENCR= 452.10 20990.000 22.08 454.38 .00 36200.0 .0 35960.9 239.1 .41 .00 5.76 .91 .000406 10. 10. 10. 'SECNO 21260.000 3265 DIVIDED PLOW 3470 ENCROACHMENT STATIONS= 1048.0 E1:ffi4CL= 470.00 ELENCR= 454.00 21- 260.000 22.16 454.66 .00 36200.0 .0 36182.9 17.1 .43 .00 5.03 .37 .000367 380. 360. 390. 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 'SECNO 21635.000 6770.0 TYPE= 1 TARGET= .00 454.62 .25 1737.2 7511.4 1494.1 .045 .033 .055 2 0 0 1580.0 TYPE= 1 TARGET= .00 454.88 .46 .0 6258.7 1820.3 .000 .035 .055 2 0 0 1457.0 TYPE= 1 TARGET= .00 454.89 .51 .0 6247.7 262.4 .000 .035 .055 2 0 0 1522.0 TYPE= 1 TARGET= .00 455.05 .39 .0 7193.4 46.3 .000 .035 .055 2 0 0 1362.000 .02 .00 448.50 630.4 158.0 453.00 .000 432.00 5408.00 .00 1362.00 6770.00 540.000 .19 .06 458.10 761.3 174.4 450.00 .000 432.30 1059.93 .00 1384.21 2444.14 417.000 .00 .01 458.10 762.9 174.6 450.00 .000 432.30 1060.06 .00 492.60 1552.66 474.000 .15 .01 458.40 822.9 179.1 454.00 .000 432.50 1066.31 .00 530.39 1603.27 PAGE 69 WSELK EG - RV HL OLOSS L -BANK ELEV ALOB ACH AROB VOL TWA R -BANK ELEV XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1 1061.0 1 SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED 'SECNO 20025.000 3470 ENCROJ ELENCL= 20025.000 36200.0 .38 .000247 LCHMENP STATIONS= 5408.0 470.00 ELENCR= 470.00 22.37 454.37 .00 2896.6 32063.1 1240.3 1.67 4.27 .83 95. 95. 30. CCHV= .100 CEHV= .300 •SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 ELENCL- 470.00 ELENCR- 452.70 20980.000 22.11 454.41 .00 36200.0 .0 34782.8 1417.2 41 .00 5.56 .78 .000378 775. 630. 415. 'SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 ELENCL= 470.00 ELENCR= 452.10 20990.000 22.08 454.38 .00 36200.0 .0 35960.9 239.1 .41 .00 5.76 .91 .000406 10. 10. 10. 'SECNO 21260.000 3265 DIVIDED PLOW 3470 ENCROACHMENT STATIONS= 1048.0 E1:ffi4CL= 470.00 ELENCR= 454.00 21- 260.000 22.16 454.66 .00 36200.0 .0 36182.9 17.1 .43 .00 5.03 .37 .000367 380. 360. 390. 1 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 'SECNO 21635.000 6770.0 TYPE= 1 TARGET= .00 454.62 .25 1737.2 7511.4 1494.1 .045 .033 .055 2 0 0 1580.0 TYPE= 1 TARGET= .00 454.88 .46 .0 6258.7 1820.3 .000 .035 .055 2 0 0 1457.0 TYPE= 1 TARGET= .00 454.89 .51 .0 6247.7 262.4 .000 .035 .055 2 0 0 1522.0 TYPE= 1 TARGET= .00 455.05 .39 .0 7193.4 46.3 .000 .035 .055 2 0 0 1362.000 .02 .00 448.50 630.4 158.0 453.00 .000 432.00 5408.00 .00 1362.00 6770.00 540.000 .19 .06 458.10 761.3 174.4 450.00 .000 432.30 1059.93 .00 1384.21 2444.14 417.000 .00 .01 458.10 762.9 174.6 450.00 .000 432.30 1060.06 .00 492.60 1552.66 474.000 .15 .01 458.40 822.9 179.1 454.00 .000 432.50 1066.31 .00 530.39 1603.27 PAGE 69 WSELK EG - RV HL OLOSS L -BANK ELEV ALOB ACH AROB VOL TWA R -BANK ELEV XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1 1061.0 1 'SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET= 467.000 ELENCL= 470.00 ELENCR= 455.80 21645.000 20.93 454.63 00 .00 455.29 .66 .01 458.60 36200.0 0 36196.4 3.5 .0 5537.1 12.1 874.2 .00 182.8 454.00 45 .00 6.54 10. .29 .000 .035 .055 .000 433.70 1080.62 .000562 10. 10. 0 0 0 .00 366.13 1446.75 1490 NH CARD USED •SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 ELENCL= 470.00 ELENCR= 454.50 22370.000 22.67 455.17 .00 36200.0 .0 35803.0 397.0 .49 .00 6.57 .54 .000678 880. 880. 480. 1 5460.0 TYPE. 1 TARGET= .00 455.83 .66 .0 5451.9 737.5 .000 .035 .055 3 0 0 366.000 .54 .00 450.50 989.3 196.1 454.50 .000 432.50 5094.00 .00 1472.12 6566.12 CCHV= .100 CEHV= .300 1490 NH CARD USED 'SECNO 23800.000 3470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE= 1 TARGET= 1533.000 BLBNCL= 470.00 ELENCR= 454.00 23800.000 22.97 456.27 .00 .00 - 456.57 .30 .70 .04 450.00 36200.0 26517.0 8870.8 812.1 5576.6 2578.6 778.2 1179.0 229.5 454.00 .56 4.76 3.44 1.04 .037 .035 .055 .000 433.30 5467.00 .000542 720. 1430. 680. 2 0 0 .00 1913.44 7380.44 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK BLEV 0 QLOB OCH QROS ALOE ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNRi:. WTN EL AM SSTA SLOPE XLOBL 'XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED 'SECNO 24400.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.57 3474 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET= 1680.000 ELENCL• 470.00 ELENCR= 470.00 24400.000 25.08 456.58 .00 .00 456.71 .14 .13 .02 459.20 - 46200.0 .0 36200.0 .0 .0 12133.2 .0 1282.3 245.3 470.00 .60 00 2.98 .00 .000 .028 .000 .000 431.50 5267.61 .000220 130. 550. 230. 3 0 0 .00 1672.39 6940.00 CCHV= .100 CEHV= .300 1490 -NH CARD USED •SECNO 34700.000 3302' WARNING; CONVEYANCE CHANGE OITTSIDE OF, ACCEPTABLE RANGE, KRATIO .62 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET= 1013.000 ELENCL= 470.00 ELENCR= 470.00 L J L-:J L J L- - J L-A L- L-� L C-_] t -- t _- t C -- ii i- - -y PAGE 70 4 24700.000 22.65 456.55 36200.0 27176.2 9023.8 62 4.94 5.22 .000569 610. 350. 1 CCHV- .100 CEHV= .300 •SECNO 25530.000 3301 HV CHANGED MORE THAN HVINS .00 00 456.94 .0 5498.5 1728.4 .00 .037 .035 80. 3 0 .39 .15 .08 451.00 .0 1376.5 258.7 470.00 .000 .000 433.90 4187.00 0 .00 1013.00 5200.00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 3470 ENCROACHMENT STATIONS= 2494.0 ELENCL= 470.00 ELENCR= 470.00 25530.000 21.99 456.39 .00 36200.0 .9 36199.1 .0 .64 .71 9.78 .00 .001495 700. 700. 560. 12SEP99 14:29:46 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR •SECNO 25770.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2494.0 ELENCL- 470.00 ELENCR= 470.00 25770.000 22.66 457.26 .00 36200.0 1.5 36198.5 .0 .65 .64 7.75 .00 .000827 240. 240. 240. 1490 NH CARD USED •SECNO 26830.000 3301 HV CHANGED MORE THAN HVINS 2742.7 TYPE= 1 TARGET = .00 457.88 1.48 1.3 3702.9 .0 .055 .035 .000 2 0 0 WSELK EG HV ALOB ACH AROB XNL XNCH XNR ITRIAL IDC ICONT 2780.0 TYPE- 1 TARGET= .00 458.19 .93 2.3 4669.1 .0 .055 .035 .000 2 0 0 248.670 .61 33 455.33 1464.3 268.8 470.00 .000 434.40 2494.00 .00 248.67 2742.67 HL OLOSS L -BANK ELEV VOL TWA R -BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 286.000 .26 .06 455.33 1487.4 270.3 470.00 .000 434.60 2494.00 .00 286.00 2780.00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO= 2.20 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= 1 TARGET= 2580.420 ELENCL= 470.00 ELENCR- 470.00 26830.000 22.22 458.52 .00 .00 458.61 .08 .33 .08 457.35 36200.0 .0 13705.8 22494.2 .0 4862.4 11298.9 1726.8 291.1 452.00 .77 .00 2.82 1.99 .000 .032 .055 .000 436.30 2619.58 .000171 1030. 1050. 960. 2 0 0 .00 1530.67 4150.25 1490 NH CARD USED •SECNO 28080.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 PAGE 71 3470 ENCROACHMENT STATIONS= 2417.0 5100.0 TYPE= 1 TARGET= 2683.000 ELENCL= 470.00 ELENCR= 470.00 28080.000 23.44 458.64 .00 .00 458.98 .34 .29 .08 470.00 36200.0 .0 25396.5 10803.5 .0 4698.9 5020.9 2012.9 326.9 458.40 .83 .00 5.40 2.15 .000 .031 .055 .000 435.20 2417.00 ..000712 850. 900. 1000. 3 0 0 .00 1690.39 4107.39 1 12SEP99 14:29:46 PAGE 72 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED • SECNO 28870.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.58 3470 ENCROACHMENT STATIONS= 2319.0 5400.0 TYPE= 1 TARGET= 3081.000 ELENCL= 470.00 ELENCR= 470.00 28870.000 22.90 459.20 .00 .00 459.31 .11 .31 .02 457.00 36200.0 .0 16854.7 19345.3 .0 4899.8 12036.9 2256.3 366.8 459.30 92 .00 3.44 1.61 .000 .036 .055 .000 436.30 2319.00 .000284 610. 610. 900. 2 0 0 .00 2479.41 4874.04 CCHV= .100 CEHV= .300 1490 NH CARD USED • SECNO 29610.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2055.0 5100.0 TYPE= 1 TARGET- 3045.000 ELENCL= 470.00 ELENCR= 470.00 29610.000 21.96 459.36 .00 .00 459.59 .24 .24 .04 455.65 36200.0 19.9 21368.8 14811.3 21.4 4555.4 6324.4 2495.6 398.4 458.70 .97 .93 4.69 2.34 .055 .033 .055 .000 437.40 2055.00 .000401 650. 650. 800. 2 0 0 .00 1116.25 3205.50 1440 Ni CARD USED • SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACFBENP. STATIONS= 3445.0 7100.0 TYPE= 1 TARGET- 3655.000 ELEMCL= 470.00 ELENCR= 470.00 3Q570.000 21.50 459.73 .00 .00 460.06 .33 .44 .03 457.43 36200.0 1 24060.0 12139.9 .4 4523.9 4582.9 2702.3 425.6 460.00 1.03 .20 5.32 2.65 .055 .029 .055 .000 438.23 3445.00 .000613 900. 900. 900. 2 0 0 .00 1512.84 6206.98 1 L� L.: a L.:7 L.ZJ L.:,3 L: 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= ... 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 3050.0 5734.0 TYPE- 1 TARGET- 2684.000 12SEP99 14:29:46 PAGE 73 SECNO DEPTH CWSEL CRIWS WSELK SO! 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 SSfA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ` SECNO 31230.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 3470 ENCROACHMENT STATIONS= 3387.0 7100.0 TYPE= 1 TARGET= 3713.000 ELENCL- 470.00 ELENCR= 470.00 31230.000 21.90 460.00 .00 .00 460.80 .80 .60 .14 470.00 36200.0 .0 31372.4 4827.6 .0 4102.1 2087.7 2817.3 449.7 460.80 1.05 .00 7.65 2.31 .000 .035 .055 .000 438.10 3387.00 .001596 620. 620. 700. 2 0 0 .00 1588.24 5900.93 ` SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32150.000 23.87 460.87 459.95 .00 462.90 2.02 1.73 .37 460.50 36200.0 447.8 28743.3 7008.9 280.7 2256.2 2600.8 2938.5 482.6 460.00 1.07 1.60 12.74 2.69 .055 .035 .055 .000 437.00 3040.00 :002222 900. 920. 950. 7 8 0 .00 1464.32 4711.18 CCHV= .300 CEHV= .500 1490 NH CARD USED ` SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 1 12SEP99 14:29:46 PAGE 74 SECNO DEPTH CWSEL CRIWS WSELX EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= ... 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 3050.0 5734.0 TYPE- 1 TARGET- 2684.000 ELENCL= 470.00 ELENCR- 470.00 32200.000 24.20 459.20 459.20 36200.0 .0 33197.0 3003.0 1.08 .00 20.00 9.89 .002303 50. 50. 50. ' SECNO 32230.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS .00 465.03 5.82 .11 1.90 461.50 0 1659.8 303.5 2942.5 483.6 461.50 000 .015 .021 .000 435.00 3397.39 2 16 0 .00 180.96 4403.75 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ERATIO = 1.45 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= +• + + + + ++ 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE- 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 32230.000 27.74 462.74 459.20 .00 465.90 3.16 36200.0 289.6 32126.1 3784.3 293.3 2149.8 534.0 1.08 .99 14.94 7.09 .055 .015 .022 .001096 50. 50. 50. 21 16 0 CCHV= .100 CEHV= .300 ' SECNO 32250.000 3301 H CHANGED MORE THAN " HVINS 1 12SEP99 14:29:46 3130.000 .08 .80 461.50 2945.4 483.9 461.50 .000 435.00 3050.00 .00 485.27 4409.72 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.97 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 EI,ENCL=.. 470.00. ELHNM= 470.00 32250.000 29.09 466.09 1 .00 .00 466.21 .12 .00 460.50 36200.0 3135.4 12162.7 20901.8 2127.3 2909.0 13453.9 2945.6 .30 484.0 460.00 1.08 1.47 4.18 1.55 .055. .045 .055 .000 437.00 3040.00 .600282 1. 1. 1. 3 0 0 .00 2892.36 5932.35 1490 NH CARD USED • SECHO 32305.000 34305.000 28.42 466.12 00 00 466.23 .11 .02 465.00 36200.0 6006.7 10315.1 19878.2 4438.8 2657.6 9448.0 2967.7 .00 488.2 460.00 1.08 1.35 3.88 2.10.. 055 .045 .054 .000 437.70 124.70 .000508 55. 55. , -55. _ - -.. 2 0 0 .00 3852.02 3976.73 1490 NH CARD USED ' SECNO 32725.000 PAGE 75 L_ J LJ L-� L: L .:-j i L L'l i----:i ury 1 `7 i "7 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OP ACCEPTAI 32725.000 28.13 466.33 .00 .00 36200.0 11145.1 8697.9 16357.0 7425.7 1.15 1.50 2.91 1.49 .058 .000235 380. 420. 520. 2 1 12SEP99 14:29:46 ---I ME RANGE, 466.39 2992.8 .045 0 ---I --1 KRATIO = 1.47 .06 .15 11009.5 3168.8 .055 .000 0 .00 PAGE 76 TW LEFT BANK BETWEEN SECTION 13 AND 12 ASQ QCOMP ERRAC TASQ TCQ TABER NITER DEWS USWS DSSNO USSNO 10061.26 10049.79 .11 10061.26 10049.79 .11 9 453.985 454.041 12.000 13.000 TW LEFT BANK BETWEEN SECT. 12 AND 11 ASQ 5049.86 QCOMP ERRAC TASQ TCQ TABER NITER DSWS UBWS DSSNO USSNO 5058.53 .17 15111.13 15108.32 .02 9 453.860 453.985 11.000 12.000 TW LEFT BANK BETWEEN SECT. 11 AND 10 ASQ 2795.17 QCOMP ERRAC 2794.62 TASQ TCQ TABER NITER DSWS USWS DSSNO - USSNO .02 17906.29 17902.94 .02 9 453.463. 453.860 10.000 11.000 TW LEFT BANK BETWEEN SECT. 10 AND 9 ASQ 2444.90 QCOMP ERRAC 2451.29 TASQ TCQ TABER NITER DSWS GEM DSSNO USSNO .26 - 20351.19 20354.23 .01 9 453.276 453.463 9.000 10.000 TW LEFT BANK BETWEEN SECT. 9 AND 8 ASQ 1346.53 QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 1343.88 .20 21697.72 21698.11 .00 9 451.851 453.276 7.000 9.000 TW LEFT BANK BETWEEN SECT. 7 AND 3 ASQ 279.62 QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 280.05 .15 21977.34 21978.15 .00 9 451.271 451.851 3.000 7.000 TW LEFT BANK BETWEEN SECT. 3 AND 2 ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 61.24 61.52 .46 22038.58 22039.68 .00 9 450.620 451.271 2.000 3.000 TW LEFT BANK BETWEEN SECT. 2 AND 1.1 ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO .00 .00 .00 22038.58. 22039.68 .00 9 449.652 450.620 1.100 2..000 1 12SEP99 14- :29.46 PAGE 77 .01 463.00 527.8 461.00 438.20 .00 3908.59 3908.59 - TW LEFT BANK BETWEEN SECT. 1.1 AND 1 ASQ QCOMP ERRAC TASQ TCQ TABER NITER DEWS DEWS DSSNO USSNO .00 .00 .00 22038.58 22039.68 .00 9 448.480 449.652 1.000 1.100 TW LEFT BANK BETWEEN SECT. 1 AND 0 ASQ QCOMP ERRAC TASQ TCQ TABLR NITER DEWS USWS DSSNO USSNO .00 .00 .00 22038.58 22039.68 .00 9 447.361 448.480 .000 1.000 1 12SEP99 14:29:46 PAGE 78 THIS RUN EXECUTED 12SEP99 14:29:56 •tttteffttttfft,tt • tfttf of •t.tfftattef HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 tffftttt ••tt tt tttttttttttttf ttt• NOTE- ASTERISK (t) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST 10 -YEAR FIS DISCHARGE PR SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10'x5 VCH AREA .01x .000 .00 .00 .00 428.50 8340.36 446.04 .00 446.26 10.06 4.67 2545.58 2629.35 .000 .00 .00 .00 428.50 9670.00 446.41 .00 446.63 10.01 4.71 2938.37 3056.33 .000 .00 .00 .00 428.50 10277.10 446.56 .00 446.78 10.02 4.74 3106.82 3246.55 .000 .00 .00 .00 428.50 14161.42 447.36 .00 447.58 10.16 4.88 4091.78 4443.08 1.000 1700.00 .00 .00 428.90 8340.36 447.30 .00 447.41 8.71 3.15 3256.09 2816.74 1.000 1700.00 .00 .00 428.90 9670.00 447.63 .00 447.74 8.78 3.05 3727.75 3262.97 1.000 1700.00 .00 .00 428.90 10277.10 447.77 .00 447.88 8.77 3.01 3937.46 3469.37 1.000 1700.00 .00 .00 428.90 14161.42 448.48 .00 448.59 8.04 2.98 5479.67 4993.32 1.100 1570.00 .00 .00 429.10 8340.36 448.55 .00: 448.88. 15.58 5.34 2070.61 2112.92 1.100 1570.00 .00 .00 429.10 ' 9670.00 448.88 .00 449.21 16.47 5.45 2403.22 2382.54 1.100 1570.00 .00 .00 429.10 10277.10 449.01 .00 449.34 16.80 5.50 2551.69 2507.05 1.100 1570.00- .00 .00 429.10 14161.42 449.65 .00 449.99 19.12 5.82 3374.39 3238.56 2.000 800.00 .00 .00 429.30 8340.36 449.44 .00 449.84 14.47 5.50 1739.68 2192.37 2..000 800.00 .00 .00 - 429.30 9670.00 449.79 .00 450.23 - 16.32 5.88 1934.04 2393.32 2.000 ',800.00 .00 .00 429.30 10277.10 - 449.92 .00 450.38 17.15 6.05 2018.41 2481.74 2.000 800.00 .00 .00 429.30 14161.42 450.62 .00 451.19 22.48 6.90 2507.62 2986.51 3.000 380.00 .00 .00 429.70 8340.36 449.88 .00 450.35 13.62 5.96 1705.80 2259.83 3.000 380.00 .00 .00 429.70 9670.00 450.28 .00 450.80 15.58 6.42 1873.68 2449.69 3.000 380.00 .00 .00 429.70 10277.10 450.44 .00 450.98 16.44 6.60 1953.06 2534.30 3.000 380.00 .00 .00 429.70 14222.66 451.27 .00 451.94 21.40 7.60 2470.75 3074.30 4.000 50.00 .00 .00 429.70 8340.36 450.06 .00 450.42 10.90 5.37 2016.57 2525.68 4.000 50.00 .00 .00 429.70 9670.00 450.50 .00 450.88 11.87 5.68 2254.97 2806.24 4.000 50.00 .00 .00 429.70 10277.10 450.67 .00 451.07 12.29 5.80 2361.77 2931.45 4.000 50.00 .00..00 429.70 14222.66 451.59 .00 "452..05 .. 14.71 6.52 3009.24 3708.16 5.000 "50.00 .00 .00 429.80 8340.36 450.05 .00 450.50 13.83 5.83 1742.80 2242.70 5.000 50.00 .00 .00 429.80 9670.00 450.48 .00 450.96 14.82 6.16 2013.96 2512.07 " 5.000 50.00 .00 .00 429.80 10277.10 450.66 .00 451.15 15.20 6.28 2135.07 2636.01 L J Lj L..J t___] ILJ EA L_._] [ - A L:__3 L A I'-- r t.._1 '--I F 71 1 y V- 5.000 50.00 .00 .00 429.80 14222.66 451.58 .00 452.13 17.23 6.95 2861.72 3426.76 1 12SEP99 14:29:46 PAGE 79 1 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .OIK 6.000 80.00 .00 .00 429.80 8340.36 450.11 .00 450.60 15.40 6.12 1622.11 2125.00 6.000 80.00 .00 .00 429.80 9670.00 450.54 .00 451.07 16.98 6.46 1827.58 2346.81 6.000 80.00 .00 .00 429.80 10277.10 450.72 .00 451.26 17.61 6.60 1928.68 2448.67 6.000 80.00 .00 .00 429.80 14222.66 451.65 .00 452.24 20.36 7.20 2121.60 3151.85 7.000 160.00 .00 .00 430.00 8340.36. 450.23 .00 451.01 25.77 7.37 1192.82 1642.93 7.000 160.00 .00 .00 430.00 9670.00 450.68 .00 451.53 29.41 7.92 1356.82 1783.04 7.000 160.00 .00 .00 430.00 10277.58 450.87 .00 451.73 30.49 8.09 1461.27 1861.28 7.000 160.00 .00 .00 430.00 14502.27 451.85 .00 452.78 35.32 8.85 2203.76 2440.21 ' 9.000 460.00 .00 .00 430.50 8372.10 451.44 .00 451.78 11.97 5.44 2170.36 2419.84 • 9.000 460.00 .00 .00 430.50 9891.86 451.99 .00 452.32 11.37 5.48 2719.06 2933.24 9.000 460.00 .00 .00 430.50 10622.85 452.20 .00 452.52 11.22 5.50 3033.71 3171.58 ' 9.000 460.00 .00 .00 430.50 15848.81 453.28 .00 453.59 11.22 - 5.82 4645.58 4730.82 10.000 150.00 .00 .00 430.60 8654.41 451.67 .00 452.02 15.74 5.26 2047.51 2181.45 10.000 150.00 .00 .00 430.60 10685.22 452.21 .00 452.57 16.47 5.48 2663.35 2632.61 10.000 150.00 .00 .00 430.60 11630.35 452.41 .00 452.77 16.45 5.56 2975.08 2867.44 10.000 150.00 .00 .00 430.60 18293.70 453.46 .00 453.85 17.06 6.10 4618.42 4429.46 11.000 190.00 .00 .00 430.80 8973.01 452.11 .00 452.23 6.51 3.03 3594.81 3518.03 ' 11.000 190.00 .00 .00 430.80 11588.37 452.64 .00 452.78 6.93 3.28 4504.57 4402.34 • 11.000 190.00 .00 .00 430.80 12775.99 452.84 .00 452.98 7.17 3.40 4842.10 4769.83 ' 11.000 190.00 .00 .00 430.80 21088.87 453.86 .00 454.07 9.14 4.16 6592.93 6973.70 ' 12.000 185.00 .00 .00 431.00 10324.48 452.22 .00 452.31 2.04 2.88 4993.83 7233.34 • 12.000 185.00 .00 .00 431.00 13880.28 452.75 .00 452.88 2.77 3.46 5752.16 8341.66 ' 12.000 185.00 .00 .00 431.00 15466.85 452.95 .00 453.10 3.10 3.71 6038.53 8790.83 ' 12.000 185.00 .00 .00 431.00 26138.73 453.98 .00 454.26 5.29 5.14 7524.39 11365.51 • 13.000 230.00 .00 .00 431.40 12800.00 452.27 .00 452.34 .89 2.22 6780.79 13600.03 ' 13.000 230.00 .00 .00 431.40 18200.00 452.80 .00 452.92 1.50 2.96 7454.81 14875.89 ' 13.000 230.00 .00 .00 431.40 20600.00 453.00 .00 453.15 1.79 3.27 7736.44 15385.71 ' 13.000 230.00 .00 .00 431.40 36200.00 454.04 .00 454.38 3.90 5.06 9218..23 18324.15 14.000 170.00 .00 .00 431.70 12800.00 452.31 .00 452.36 .74 1.86 8039.74 14901.60 14.000 170.00 .00 .00 431.70 18200.00 452.87 .00 452.95 1.21 2.45 8899.29 16556.42 14.000 170.00 .00 .00 431.70 20600.00 453.08 .00 453.1E 1.43 2.70 9224.29 17217.17 14.000 170.00 .00 .00 431.70 36200.00 454.22 .00 454.45 2.95 4.11 10982.27 21093.65 19647.000 240.00 .00 .00 431.70 12800.00 452.33 .00 452.37 .74 1.86 8008.82 14920.74 19647.000 240.00 .00 .00 431.70 18200.00 452.90 .00 452.98 1.20 2.45 8818.16 16614.07 19647.000 240.00 .00 .00 431.70 20600.00- 453.11 .00 453.21 1.42 2.70 9120.93 17280.48 19647.000 240.00 .00 .00 431.70 36200.00 454.29 .00 454.52 2.92 4.10 10768.55 21195.52 19770.000 123.00 .00 .00 432.00 12800.00 452.33 .00 452.38 .53 1.84 8271.77 17598.65 19770.000 123.00 .00 .00 432.00 18200.00 452.91 .00 452.99 .91 2.46 9044.68 19054.50 19770.000 123.00 .00 .00 432.00 20600.00 453.13 .00 453.23 1.10 2.72 9360.30 19645.39 19770.000 123 -00 .00 .00 432.00 36200.00 454.31 .00 454.56 2.44 4.24 11095.62 23160.74 12SEP99 14:29:46 PAGE 80 SECNO XLCH ELTRD ELLC ELMIM Q CWSEL CRIWS EG - 10 -KS VCH AREA .OIK 19930.000 160.00 .00 .00 432.00 12800.00 452.34 .00 452.39 .54 1.85 8062.02 17499.38 19930.000 160.00 .00 .00 432.00 18200.00 452.92 .00 453.01 .92 2.48 8792.76 18929.46 19930.000 160.00 .00 .00 432.00 20600.00 453.14 .00 453.25 1.12 2.74 9090.51 19505.69 19930.000 160.00 .00 .00 432.00 36200.00 454.35 .00 454.60 2.48 4.27 10754.55 22988.22 20025.000 95.00 .00 .00 432.00 12800.00 452.35 .00 452.40 .53 1.85 8048.09 17507.19 20025.000 95.00 - .00 .00 432.00 18200.00 452.93 .00 453.02 .92 2.48 8772.53 18930.92 20025.000 95.00 .00 .00 432.00 20600.00 453.15 .00 453.26 1.11 2.74 9077.26 19523.46 20025.000 95.00 .00 .00 432.00 36200.00 454.37 .00 454.62 2.47 4.27 10742.68 23028.44 20980.000 630.00 .00 .00 432.30 12800.00 452.36 .00 452.45 .74 2.31 5580.34 14871.47 20980.000 630.00 .00 .00 432.30 18200.00 452.95 .00 453.11 1.33 3.16 6080.50 15764.35 20980.000 630.00 .00 .00 432.30 20600.00 453.18 .00 453.37 1.63 3.51 6385.09 16151.94 20980.000 630.00 .00 .00 432.30 36200.00 454.41 .00 454.88 3.78 5.56 8078.98 18626.77 20990.000 10.00 .00 .00 432.30 12800.00 452.36 .00 452.45 .74 2.31 5582.17 14872.03 20990.000 10.00 .00 .00 432.30 18200.00 452.95 .00 453.11 1.34 3.16 5838.21 15737.51 20990.000 10.00 .00 .00 432.30 20600.00 453.18 .00 453.37 1.64 3.53 5939.39 16076.68 20990.000 10.00 .00 .00 432.30 36200.00 454.38 .00 454.89 4.06 5.76 6510.11 17968.29 21260.000 380.00 .00 .00 432.50 12800.00 452.41 .00 452.47 .69 2.06 6212.59 15438.27 .21260.000 - 380.00 .00 .00 432.50 .18200.00 453.04 .00 453.16 1.24 2.81 6480.62 16358.27 21260.000 380.00 .00 .00 432.50 20600.00 453.28 .00 453.44 1.52 3.13 6586.29 16724.62 21260.000 380.00 .00 .00 432.50 36200.00 454.66 .00 455.05 3.67 5.03 7239.69 18900.10 21635.000 340.00 .00 .00 433.70 12800.00 452.41 .00 452.52 1.06 2.65 '4824.22 12457.10 21635.000 340.00 .00 .00 433.70 18200.00 453.03 .00 453.24 1.90 3.62 5022.89 13214.40 21635.000 340.00 .00 .00 433.70 20600.00 453.28 .00 453.53 2.32 4.04 5100.57 13513.85 21635.000 340.00 .00 .00 433.70 36200.00 454.62 .00 455.29 5.62 6.54 5548.11.15269.73 21645.000 10.00 .00 .00 433.70 12800.00 452.41 .00 452.52 1.06 2.65 4824.08 12456.59 21645.000 10.00 .00 .00 433.70 18200.00 453.03 .00 453.24 1.90 3.62 5022.58 13213.20 21645.000 10.00 .00 .00 433.70 20600.00 453.28 .00 453.53 2.32 4.04 5100.18 13512.33 21645.000 10.00 .00 .00 433.70 36200.00 454.63 .00 455.29 5.62 6.54 5549.14 15273.82 22370.000 880.00 .00 .00 432.50 12800.00 452.50 .00 452.62 1.28 2.82 4534.85 11315.29 22370.000 880.00 .00 .00 432.50 18200.00 453.20 .00 453.43 2.36 3.83 4756.30 11838.80 22370.000 880.00 .00 .00 432.50 20600.00 453.49 .00 453.77 2.94 4.25 4849.56 12016.24 22370.000 880.00 .00 .00 432.50 36200.00 455.17 .00 455.83 6.78 6.57 6189..38 13897.63 23800.000 1430.00 .00 .00 433.30 12800.00 452.65 .00 452.83 2.27 1.66 4227.69 8497.52 23800.000 1430.00 .00 .00 433.30 18200.00 453.50 .00 453.78 3.61 2.10 4798.45 9579.78 23800.000 1430.00 .00 .00 433.30 20600.00 453.86 .00 454.18 4.18 2.27 5070.85 10081.53 23800.000 1430.00 .00 .00 433.30 36200.00 456.27 .00 456.57 5.42 3.44 8933.36 15555.68 * 24400.000 550.00 .00 .00 431.50 12800.00 452.84 .00 452.89 .75 1.71 7470.27 14757.60 * 24400.000 550.00 .00 .00 431.50 18200.00 453.79 .00 453.87 1.18 2.18 8347.45 16769.67 * 24400.000 550.00 .00 .00 431..50 20600.00 454.20 .00 454.28 1.35 2.35 8783.66 17701.66 * 24400.000 550.00 .00 .00 431.50 36200.00 456.58 .00 456.71 2.20 2.98 12133.21 24408.59 1 12SEP99 14:29:46 PAGE 81 SECNO XLCH ELTRD ELLC ELKIN 0 CNSEL CRINS EG 10 *KS VCH AREA .01K. * * 24700.000 350.00 .00 .00 433.90 12800.00 452.82 .00 452.97 1.97 2.51 4253.78 9128.23 24700.000 350.00 .00 .00 433.90 18200.00 453.76 .00 454.00 3.09 3.33 4739.SS 10157.61 * 24700.000 350.00 .00 .00 433.90 20600.00 454.16 .00 454.43 3.55 3.65 4972.60 10930.24 * 24700.000 350.00 .00 .00 433.90 36200.00 456.55 .00 456.94 5.69 5.22 7226.87 15175.26 * * 25530.000 700.00 .00 .00 434.40 32800.00 452.90 .00 453.21 4.02 4.48 2855.43 6385,94 25530.000 700.00 .00 .00 434.40 18200.00 453.85 .00 454.39 6.58 5.91 3079.41 7093.68 * 25530.000 700.00 .00 .00 434.40 20600.00 454.25 .00 454.90 7.75 6.49 3174.21 7398.84 * 25530.000 700.00 .00 .00 434.40 36200.00 456.39 .00 457.88 14.95 9.78 3704.15 9361.06 25770.000 240.00 .00 .00 434.60 12800.00 453.09 .00 453.29 2.44 3.65 3505.21 8195.48 25770.000 240.00 .00 .00 434.60 18200.00 454.18 .00 454.53 3.93 4.79 3798.26 9184.74 25770.000 240.00 .00 .00 434.60 20600.00 454.64 .00 455.06 4.58 5.25 3925.31 9622.67 25770.000 240.00 .00 .00 434.60 36200.00 457.26 .00 458.19 8.27 7.75 4671.42 12590.57 1A l._.] 1 "] 1 '"1 C (''l i __ti r ° .y i * 26830.000 * 26830.000 * 26830.000 * 26830.000 * 28080.000 * 28080.000 * 28080.000 * 28080.000 28870.000 28870.000 28870.000 * 28870.000 29610.000 29610.000 29610.000 29610.000. 30570.000 30570.000 30570.000 30570.000 1050.00 .00 .00 1050.00 .00 .00 1050.00 .00 .00 1050.00 .00 .00 900.00 .00 .00 900.00 .00 .00 900.00 .00 .00 900.00 .00 .00 610.00 .00 .00 610.00 .00 .00 610.00 .00 .00 610.00 .00 .00 650.00 .00 .00 650.00 .00 .00 ¢50.00 .00 .00 650.00 .00 .00 900.00 .00 900.00 .00 900.00 .00 900.00 .00 31230.000 620.00 .00 31230.000 620.00 .00 * 31230.000 620.00 .00 * 31230.000 620.00 .00 32150.000 920.00 .00 32150.000 920.00 .00 32150.000 920.00 .00 32150.000 920.00 .00 1 12SEP99 14:29:46 00 00 00 00 00 00 00 00 00 00 00 00 436.30 13300.00 453.42 .00 453.46 .96 1.86 9514.96 13609.74 VCH 436.30 18900.00 454.72 .00 454.78 1.31 2.23 11069.35 16515.99 456.64 436.30 21300.00 455.28 .00 455.34 1.42 2.35 11753.42 17880.26 456.24 436.30 36200.00 458.52 .00 458.61 1.71 2.82 16161.30 21646.53 435.00 435.20 13300.00 453.40 .00 453.71 5.20 4.56 3452.14 5833.76 50.00 435.20 18900.00 454.71 .00 455.12 7.14 5.39 4572.38 7071.62 7542.68 435.20 21300.00 455.28 .00 455.71 7.56 5.57 5141.02 7746.19 11.04 435.20 36200.00 458.64 .00 458.98 7.12 5.40 9719.81 13571.08 459.12 436.30 13300.00 453.85 .00 454.04 4.59 3.79 5530.02 6207.73 457.15 436.30 18900.00 455.35 .00 455.51 4.30 3.81 8335.76 9114.58 435.00 436.30 21300.00 455.96 .00 456.10 4.06 3.75 9576.82 10564.88 1.00 436.30 36200.00 459.20 .00 459.31 2.84 3.44 16936.71 21490.02 3284.24 437.40 13300.00 454.15 .00 454.30 3.07 3.43 5593.85 7587.94 6.01 437.40 18900.00 455.62 .00 455.79 3.60 3.89 6999.28 9962.84 460.35 437.40 21300.00 456.20 .00 456.39 3.71 4.04 7586.72 11063.12 466.09 437.40 36200.00 459.36 .00 459.59 4.01 4.69 10901.20 18077.18 437.70 438.23 13300.00 454.44 .00 454.66 4.89 4.15 4289.03 6015.28 55.00 438.23 18900.00 455.96 .00 456.22 5.71 4.65 5447.14 7911.35 2130.19 438.23 21300.00 456.55 .00 456.83 5.90 4.81 5935.14 8768.20 7.85 438.23 36200.00 459.73 .00 460.06 6.13 5.32 9107.21 14616.19 466.23 438.10 13300.00 454.67 .00 455.11 7.63 5.30 2507.69 4814.52 457.81 438.10 18900.00 456.16 .00 456.82 10.56 6.50 3042.57 5814.99 438.20 438.10 21300.00 456.76 .00 457.48 12.06 6.86 3341.73 6132.70 420.00 438.10 36200.00 460.00 .00 460.80 15.96 7.65 6189.81 9060.25 6166.34 437.00 13300.00 455.12 .00 456.20 13.07 8.38 1650.84 3678.85 2.91 437.00 18900.00 456.71 .00 458.40 18.96 10.54 1952.85 4340.97 437.00 21300.00 457.36 .00 459.28 20.98 11.28 2117.76 4650.06 437.00 36200.00 460.87 459.95 462.90 22.22 12.74 5137.68 7679.11 PAGE 82 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .O1K 32200.000 50.00 463.60- 999999.00 435.00 13300.00 454.78 .00 456.64 8.14 11.13 1261.37 4662.61 32200.000 50.00 463.60- 999999.00 435.00 18900.00 456.24 .00 459.02 11.84 13.70 1470.33 5491.65 32200.000 50.00 463.60- 999999.00 435.00 21300.00 456.83 .00 459.97 13.22 14.60 1560.72 5858.59 * 32200.000 50.00 463.60- 999999.00 435.00 36200.00 459.20 459.20 465.03 23.03 20.00 1963.27 7542.68 32230.000 50.00 463.60- 999999.00 435.00 13300.00 454.87 .00 456.69 7.98 11.04 1273.04 4708.06 32230.000 50.00 -. 463.60- 999999.00 435.00 18900.00 456.45 .00 459.12 11.27 13.41 1504.21 5628.64 32230.000 50.00 463.60- 999999.00 435.00 21300.00 457.15 : -00 460.10 12.27 14.14 1614.67 6079.67 * 32230.000 50.00 463.60- 999999.00 435.00 36200.00 462.74 459.20 465.90 10.96 14.94 2977.14 10934.70 * 32250.000 1.00 .00 .00 437.00 9400.00 456.40 .00 456.83 8.19 5.35 1877.71 3284.24 32250.000 1.00 .00 .00 437.00 13200.00 458.82 .00 459.33 9.15 6.01 2805.48 4363.23 32250.000 :1.00 .00 .00 437.00 14900.00 459.91 .00 460.35 8.13 5.81 3902.46 5224.81 * 32250.000 1.00 .00 .00 437.00 36200.00 466.09 .00 466.21 2.82 4.18 18490.19 21558.10 * 32305.000 55.00 .00 .00 437.70 9400.00 455.96 .00 457.16 53.24 9.15 1143.60 1288.28 * 32305.000 55.00 .00 .00 437.70 13200.00 458.62 .00 459.55 38.40 8.29 1837.50 2130.19 * 32305.000 55.00 .00 .00 437.70 14900.00 459.73 .00 460.54 32.45 7.85 2208.06 2615.81 32305.000 55.00 .00 .00 437.70 36200.00 466.12 .00 466.23 5.08 3.88 16544.51 16057.43 * 32725.000 420.00 .00 .00 438.20 9400.00 457.81 .00 458.04 9.39 4.50 3036.84 3067.00 * 32725.000 420.00 .00 .00 438.20 13200.00 460.05 .00 46d.21 6.92 4.01 5049.08 5019.24 * 32725.000 420.00 .00 .00 438.20 14900.00 460.99 .00 461.11 5.84 3.52 6427.48 6166.34 * 32725.000 420.00 .00 .00 438.20 36200.00 466.33 .00 466.39 2.35 2.91 21428.08 23617.14 1 12SEP99 14:29:46 10 -YEAR PIS DISCHARGE PR SUMMARY PRINTOUT TABLE 150 SECNO 0 CWSEL DIFWSP DIPWSX DIPRWS TOPWID XLCH .000 8340.36 446.04 .00 .00 .00 1000.06 .00 .000 9670.00 446.41 .37 .00 .00 1099.06 .00 .000 10277.10 446.56 .15 .00 .00 1138.89 .000 14161.42 447.36 .80 .00 .00 1283.61 .00 .00 1.000 8340.36 447.30 .00 1.26 .00 1387.64 1700.00 1.000 9670.00 447.63 .33 1.22 .00 1526.82 1700.00 1.000 10277.10 447.77 .14 1.21 .00 1584.78 1700.00 1.000 14161.42 448.48 .71 1.12 .00 2404.68 1700.00 1.100 8340.36 448.55 .00 1.25 .00 939.50 1570.00 1.100 9670.00 448.88 .33 1.25 .00 1084.42 1570.00 1.100 10277.10 449.01 .13 1.24 .00 1143.19 1570.00 1.100 141.61.42 449.65 .64 1.17 .00 1425.60 1570.00 2.000 8340.36 449.44 .00 .89 .00 527.94 800.00 2.000 9670.00 449.79 .34 .91 .00 599..10 800.00 2.000 10277.10 449.92 .14 .91 .00 627.48 800.00 2.000 14161.42 450.62 .70 .97 .00 781.37 800.00 - 3.000 8340.36 449.88 .00 .44 .00 390.85 380.00 3.000 9670.00 450.28 .39 .49 .00 474.48 380.00 3.000 10277.10 450.44 .16 .51 .00 515.42 380.00 3.000 14222.66 451.27 .83 .65 - .00 717.67 380.00 4.000 6340.36 450.06 .00 .18 .00 506.40 50.00 4.000 9670.00 450.50 .43 .22 .00 589.15 50.00 4.000 10277.10 450.67 .18 .24 .00 622.67 50.00 4.000 14222.66 451.59 .91 .32 .00 789.29 50.00 5.000 8340.36 450.05 .00 -.02 .00 584.69 50.00 5.000 9670.00 450.48 .43 -.02 .00 667.33 50.00 5.000 10277.10 450.66 .18 -.02 .00 701.10 50.00 5.000 14222.66 451.58 .92 -.01 - .00 869.93 50.00 6.000 8340.36 450.11 .00 .06 .00 434.29 80.00 6.000 9670.00 450.54 .43 .06 .00 530.06 80.00 6.000 10277.10 450.72 .18 - .06 .00 620.76 80.00 6.000 14222.66 451.65 .93 .07 .00 1093.54 80.00 7.000 8340.36 450.23 .00 .12 .00 255.00 160.00 7.000 9670.00 450.68 .45 .14 .00 507.59 160.00 7.000 1Q277.58 450..87 .19 .15 .00 583.79 160.00 7.000 14502.27 451.85 .�98 .20 .00 933.52 160.00 - 12SEP99 14:29:46 SECMO 0 CWSEL DIFWSP DIPWSX _. DIFRWS TOPWID XLCH • 9.000 8372.10 451.44 .00 1.21 .00 878.46 460.00 • 9.000 9891.86 451.99 .55 1.32 .00 1107.26 460..00 • 9.000 10622.85 452.20 .21 1.34 .00 1505.00 460.00 • 9.000 15848.81 453.28 1.07 . .1.42 .00 1505..00 460.00 PAGE 83 PAGE 84 10.000 8654.41 451.67 .00 .23 .00 852.05 150.00 10.000 10685.22 452.21 .54 .22 .00 1504.34 150.00 10.000 11630.35 452.41 .20 .21 .00 1548.46 150.00 10.000 18293 -70 453.46 1.05 .19 .00 1561.00 150.00 ' 11.000 8973.01 452.11 .00 .44 .00 1718.00 190.00 ' 11.000 11588.37 452.64 .53 .43 .00 1718.00 190.00 ' 11.000 12775.99 452.84 .20 .43 .00 1718.00 190.00 * 11.000 21088.87 453.86 1.02 .40 .00 1718.00 190.00 ' 12.000 10324.48 452.22 .00 .10 .00 1430.00 185.00 ' 12.000 13880.28 452.75 .53 .10 .00 1430.00 185.00 ' 12.000 15466.85 452.95 .20 .11 .00 1430.00 185.00 * 12.000 26138.73 453.98 1.04 .13 .00 1430.00 185.00 ' 13.000 12800.00 452.27 .00 .06 .00 1110.06 230.00 • 13.000 18200.00 452.80 .53 .06 .00 1423.00 230.00 13.000 20600.00 453.00 .20 .05 .00 1423.00 230.00 * 13.000 36200.00 454.04 1.04 .06 .00 1423.00 230.00 14.000 12800.00 452.31 .00 .04 .00 1535.00. 170.00 14.000 18200.00 452.87 .56 .07 .00 1535.00 170:00 14.000 20600.00 453.08 .21 .08 .00 1535.00 170.00 14.000 36200.00 454.22 1.15 .18 .00 1535.00 170.00 19647.000 12800.00 452.33 .00 .02 .00 1395.00 240.00 19647.000 18200.00 452.90 .57 .03 .00 1395.00 240.00 19647.000 20600.00 453.11 .22 .03 .00 1395.00 240.00 19647.000 36200.00 454.29 1.18 .07 .00 1395.00 240.00 19770.000 12800.00 452.33 .00 .01 .00 1283.49 123.00 19770.000 18200.00 452.91 .57 .01 .00 1411.13 123.00 19770.000 20600.00 453.13 .22 .01 .00 1462.00 123.00 19770.000 36200.00 454.31 1.19 .02 .00 1462.00 123.00 19930.000 12800.00 452.34 .00 .01 .00 1193.52 160.00 19930.000 18200.00 452.92 .58 .01 .00 1322.76 160.00 19930.000 20600.00 453.14 .22 .02 .00 1372.00 160.00 19930.000 36200.00 454.35 1.20 .03 .00 1372.00 160.00 20025.000 12800.00 452.35 .00 .01 .00 1185.29 95.00 20025.000 18200.00 452.93 .58 .01 .00 1314.26 95.00 20025.000 20600.00 453.15 .22 .01 .00 1362.00 95.00 20025.000 36200.00 454.37 1.22 .02 .00 1362.00 95.00 1 12SEP99 14:29:46 PAGE 85 SECNO 0 CWSEL DIFWSP DIFWSX DIFXWS TOPWID XLCH 20980.000 12800.00 452.36 .00 .02 .00 440.17 630.00 " 20980.000 18200.00 452.95 .59 .02 .00 1345.79 630.00 20980.000 20600.00 453.18 .23 .03 .00 1352.81 630.00 20980.000 36200.00 454.41 1.24 .04 .00 1384.21 630.00 20990.000 12800.00 452.36 .00 .00 .00 422.93 10.00 20990.000 18200.00 452.95 .59 .00 .00 444.28 10.00 20M.000 20600.00 453.18 .22 .00 .00 452.44 10.00 20990.000 36200.00 454.38 1.20 -.03 .00 492.60 10.00 21260.000 12800.00 452.41 .00 .05 .00 421.86 380.00 21260.000 18200.00 453.04 .63 .08 .00 429.64 380 .00 21260.000 20600.00 453.28 .25 .10 .00 432.67 380.00 21260.000 36200.00 454.66 1.38 .28 .00 530.39 380.00 21535.000 12800.00 452.41 .00 .00 .00 315.26 340.00 PAGE 86 21635.000 18200.00 453.03 .63 -.01 .00 319.04 340.00 21635.000 20600.00 453.28 .24 -.01 .00 .320.50 340.00 21635.000 36200.00 454.62 1.35 -.04 .00 366.11 340.00 2 12800.00 452.41 .00 .00 .00 315.26 10.00 245.000 18200.00 453.03 .63 .00 .00 319.03 10.00 21645.000 20600.00 453.28 .24 .00 .00 320.50 10..00 21645.000 36200.00 454.63 1.35 .01 .00 366.13 10.00 22370..000 12800.00 452.50 .00 .09 .00 310.26 680.00 22$70 -.000 - 18200.00 453..20 .70 .17 .00 326.30 880.00 22310.000 20600.00 453.49 .28 .21 .00 334.92 880.00 22370.000 36200.00 455.17 1.68 .54 .00 1472.12 880.00 23800.000 12800.00 452.65 .00 .15 .00 610.39 1430.00 23800.000 18200.00 453.50 .84 .29 .00 743.49 1430.00 23500.000 20600.00 453.86 .36 .37 .00 799.24 1430.00 23800.000 36200.00 456.27 2.41 1.10 .00 1913.44 1430.00 * 24400.000 12800.00 452.84 .00 .19 .00 813.66 550.00 * 24400.000 18200.00 453.79 .95 .30 .00 1027.77 550.00 * 24400.000 20600.00 454.20 .40 .34 .00 1126.71 550.00 * 24400.000 36200.00 456.58 2.38 .31 .00 1672.39 550.00 * 24700.000 12800.00 452.82 .00 -.02 .00 494.72 350.00 * 24700.000 18200.00 .453.76 .94 -.03 .00 545.99 350.00 * 24700 - .000 20600.00 454.16 .40 -.04 .00 654.53 350.00 * 24700.000 36200.00 456,55 2..39 -.03 .00 1013.00 350.00 * ..25530.000 12800.00 452.90 - .00 .07 .00 230.96 700.00 * 25530.000 18200.00 453.85 .95 .09 .00 :238.18 700.00 * 25530.000 20600.00 454.25 .40 .09 .00 241.17 700.00 * 25530.000 36200.00 ,456.39 2.15 -.16 .00 248.67 .700.00 1 12SEP99 14:29:46 SECNO "Q CWSEL DIFWSP DIPWSX DIPXWS TOPWID XLCH 25770.000 12800.00 453.09 .00 .19 .00 266.28 240.00 25770.000 18200.00 454,18 1.09 .32 .00 274.19 240.00 25770.000 20600.00 454.64 .46 .39 .00 277.55 240,00 25770.000 36200.00 457.26 2.62 .87 .00 286.00 240.00 * 26830.000 13300.00 453.42 .00 .34 .00 1144.44 1050.00 * 26830.000 X8900.00 454.72 1.30 .55 .00 1221.07 1050:00 * 26830.000 21300.00 455.28 .56 .64 .00 12)7;72 1050.00 * 26830.000 36200.00 458.52 3.24 1.26 .00 1530.67 1050.00 * 28080.000 13300.00 453.40 .00 -.02 .00 775.42 900.00 * 28080.000 18900.00 454.71 1.31 -.01 .00 955.19 900.00 * 28080400 21300.00 455.28 .57 .00 .00 1048.61 900.00 * 28080.000 36200.00 458.64 3.36 .11 .00 1690.39 900.00 28870.000 13300.00 453.85 .00 AS .00 1760.74 610.00 28870..000 16900.00 455.35 1.50 .64 .00 2003.30 610.00 28870.000 21300.00 455.96 .60 .68 .00 2112.77 610.00 * 28870.000 36200.00 459.20 3.25 .57 .00 2479.41 610.00 29610.000 13300.00 454.15 .00 ..30 .00 -. 942.48 .650.00 296I0.000 18900.00 455,62 1.46 .26 :00 986.64 650:00 29610.000 21300.00 456.20 .59 .25 .00 .1005.42 - 650.00 29610.000 36200.00 459.36 3.15 .15 .00 1116.25 650.00 30570.000 .1330.0.00 454..44 .QO .29 .00 729.73 900.00 30570.000 18900.00 455.96 1.51 .34 .00 801:.27 900.00 PAGE 86 1 12SEP99 14:29:46 PAGE 88 SUMKARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 1.100 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.000 PROFILE- 2 30570.000 21300.00 456.55 .60 .35 .00 835.37 900.00 PROFILE= 30570.000 36200.00 459.73 3.18 .38 .00 1512.84 900.00 11.000 31230.000 13300.00 454.67 .00 .23 .00 248.39 620.00 WANG SECNO= 31230.000 18900.00 456.16 1.49 .21 .00 462.84 620.00 ` 31230.000 21300.00 456.76 .60 .21 .00 534.05 620.00 * 31230.000 36200.00 460.00 3.24 .27 .00 1588.24 620.00 32150.000 13300.00 455.12 .00 .45 .00 149.44 920.00 32150.000 18900.00 456.71 1.59 .55 .00 245.89 920.00 32150.000 21300.00 457.36 .65 .60 .00 263.80 920.00 32150.000 36200.00 460.87 3.51 .87 .00 1464.32 920.00 32200.000 13300.00 454.78 .00 -.34 .00 136.56 50.00 32200.000 18900.00 456.24 1.45 -.47 .00 151.20 50.00 32200.000 21300.00 456.83 .59 -.53 .00 157.08 50.00 * 32200.000 36200.00 459.20 2.38 -1.67 .00 180.96 50.00 32230.000 13300.00 454.87 .00 .08 .00 137.43 50.00 32230.000 18900.00 456.45 1.59 .22 .00 153.43 50.00 32230.000 21300.00 457.15 .70 .33 .00 160.48 50.00 * 32230.000 36200.00 462.74 5.59 3.54 .00 485.27 50.00 1 12SEP99. 14:29:46 PAGE 87 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 32250.000 9400.00 456.40 .00 1.53 .00 237.28 1.00 32250.000 13200.00 458.82 2.42 2.37 .00 781.28 1.00 32250.000 14900.00 459.91 1.09 2.76 .00 1150.70 - 1.00 * 32250.000 36200.00 466.09 6.18 3.35 .00 2892.36 1.00 * 32305.000 9400.00 455.96 .00 -.44 .00 208..95 55.00 * 32305.000 13200.00 458.62 2.67 -.20 .00 309.32 55.00 * 32305.000 14900.00 459.73 1.11 -.18 .00 368.26 55.00 32305.000 36200.00 466.12 6.39 .03 .00 3852.02 55.00 * 32725.000 9400.00 457.81 .00 1.85 .00 651.28 420.00 * 32725.000 13200.00 460.05 2.24 1.42 .00 1412.57 420.00 * 32725.000 14900.00 460.99 .94 1.26 .00 1490.58 420.00 * 32725.000 36200.00 466.33 5.34 .21 .00 3908.59 420.00 1 12SEP99 14:29:46 PAGE 88 SUMKARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 1.100 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO=. 9.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WANG SECNO= 11.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE fii; WARNING SECNO= 12.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 24400.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 24400.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 24400.000 PROFILE= 3 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 24400.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 24700.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 24700.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 24700.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 24700.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25530.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25530.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25530.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25530.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 26830.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 26830.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 26830.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 26830.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28080.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28080.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28080.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE. ACCEPTABLE RANGE WARNING SECNO= 28080.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE YARNING SECNO- 28870.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31230.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31230.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 12SEP99 14:29:46 CAUTION SECNO= 32200.000 CAUTION SECNO= 32200.000 CAUTION SECNO= 32230.000 WARNING SECNO= 32230.000 WARNING SECNO- 32250.000 WARNING SECNO- 32250.000 WARNING SECNO- 32305.000 WARNING BE== 32305.000 WARNING SECNO- 32305.000 WARNING SECNO= 32725.000 hWRNING SPAM= 32725.000 WARNING BE== 32725.000 WARNING SECN0= 32725.000 PROFILE= 4 CRITICAL DEPTH ASSUMED PROFILE= 4 MINIMUM SPECIFIC ENERGY PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 89 L.._J : j L-J � !. j :-LA LL--1 L.:7 1 -1:] L - 1 - . --1 1 --1 I "I N -- I 1_ "--I I - -- I r _ R _._._I 1 ... _ 1 t Request for a Conditional Letter of Map Revision Windsor Estates and'DeForest Court, Coppell, Texas r r Appendix H r Corrected Effective Floodway HEC -2' Model r RVXFDWY2 r C C C c i 7n 7n 7l -71 --71 * HEC -2 WATER SURFACE PROFILES • Version 4.6.2; May 1991 r • • RUN DATE 12SEP99 TIME 15:15:22 r,•,•aw•rraaa•raa rrarrrr „a•urraurrarrru 1 12SEP99 15:15:22 rr, :•arrerarta ara.. ur + +r +ru +• *.*raaa HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 a *. +arra, +.rrr•r +.,ar.a re rarrar,• ** +. 7- 1 7771 7 1 77n 771 7 n rn 7n 77M * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D • DAVIS, CALIFORNIA 95616 -4687 + * (916) 756 -1104 arr•u ra• +• *+r•ra uru rasa a rr +raaaara 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 WSEL X X X X X X 0 X X XXXXXXX - XXXXX XXXXXXX J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM PAGE 1 1 0 -1 THIS RUN EXECUTED 12SEP99 15:15:22 T1 DENPON CREEK REVISED EXISTING CONDITION SPLIT FLOW T2 WINDSOR ESTATES AND DEFOREST COURT (COPPELL, TEXAS) FLOODWAY MODEL T3 100 -YEAR PIS DISCHARGE PROFILE FILE: RVEXFDWY.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q- WSEL FQ 0 2 0 0 0 0 0 0 446.56 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 J3 'VARIABLE CODES FOR SUMMARY PRINTOUT 150 200 FROM MORRISON: USED FLOWLINE FROM FENA SECTION ADJUSTED FOR CONSTANT SLOPE SLOPE: 428.5- 429.3/ 4790= .000167 FL= 428.6 CL STATION= 2000 OVERBANK DATA FOR SECTION FROM TRINITY TOPO - HAI - NC- .035 .055 .045 .1 .3 QT 2 10277.1 10277.1 ET 4.1 660 2060 X1 0 35 1960 2060 0 0 0 OR 450.4 660, . 450 760 448 - 770 446 780 444 790 OR 442 800 440 805 440 815 442 820 443.1 890 GR _ 444 1080 444 1110 442.7 1125 444 1210 444.7 1250 OR - 444 1315 444 1345 446 1520 447.1 1640 446 1800 GR 446 1860 446 1960 434 1980 428.5 1995 428.5 2005 GR 434 2020 446 2050 448 2060 448 2140 448 2160 OR 450 2700 452 2765 454 2790 456 2800 458 2840 SLOPE: 428.5- .429.3/ 4790• .000167 - ' FLT 428.9 CL STATION= 3000 OVERSAW DATA FOR SECTION FROM TRINITY TOPO - HAI ET 4..1 - Soo 3050 'K1 1 22 2860 3050 850 870 1700 OR 450.6 500 450 610 448 645 446 660 444 665 OR - 442 675 440 680 442 695 444 715 444.2 820 OR 445.1 1260 446 1410. 448 2150 448 2860 446 2960 OR - 436 2970 428.9 2995 428.9 3005 436 3010 450 3045 GR :' 452 3050 452 3190 1 12SEP99 15:15:22 - - - PAGE 2 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY OVERBUIX DATA FOR SECTION FROM TRINITY TOPO - HAI ET 4.1 350 2130 K1 1.1 22 1920 2060 890 1330 .: 1570 - OR ='- 450 350 - 448 364 446 373 444 381 442 390 OR 442 405 444 415 446 421 448 -; 840 450 1072 OR 448 1258 .447.8 1290 447.8 1335 450 1790 450 1920 OR 448 1950 438 1982 429.1 1,995 429.1 2005 438 2023 OR 450 2060 452 2130 - CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY OVERBANK DATA FOR SECTION TRINITY TOPO ,. ,PROM ET 4 1 IO55 -- ` - 2138 X1 2 22 1913 2057 250 680 800 OR 450.8 1055 450 1070 448 1082 446 1090 444 1095 GR- X442. 1101 442 1120 444 1130 446 1140. 448 1170 GR' = 449.1 1425 450 1598 452 1913 450 1942 446 1962 OR 438 1974 429.3 1995 429.3 2005 438 2020 450 2057 OR - 452 . " 2122 452.3 2138 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERSAW DATA FROM TRINITY TOPO, RT. OVERBANK DATA PROM CITY OF COPPELL TO ,. .. -. ET 4.1 2112 3055 K1 3 22 2925 3035 230 385 380 OR - 450.8 - - 2112 450 2131 448 2140 446 2145 444 2150 OR 444 2168 446 2176. AAA 2184 450 : - - 2382 452 2825 OR 452 2925 450 2940' - 2978 -, 429.7 2995 429.7 3005 OR 438 3024 444 3035 446 3070 448 3082 450 3093 OR 452 3098 454 3111' CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY - - LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVEREANK DATA PROM CITY OF COPPELL TO ET 4.1 2145 3092 ES 4 22 2932 3035 35 50 50 GR 450.8 2145 448 2172 446 2179 444 2184 444 2202 OR 446 2212 448 2220 450 2467 452 2810 452.8 2870 OR 452 2932 450 2940 438 2978 429.7 2995 429.7 3005 GR 438 3024 444 3035 446 3105 448 3112 450 3120 OR 452 3130 454 3144 E81AdNBL •SECTION T71iB3M PROM i'ORPS- STAFF STUDY _.. .., LT. OVERBANK DATA!F'ROM TIF3NYTY TOPO,- RT. OVERBANK DATA FROM CITY OF COPPELL TO - , .. ET 4.1 2165 3095 . >:. ... CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERSAW DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO ET 4.1 2205 3163 X1 X1 5 24 2947 3054 1 50 50 GR 450.8 2205 GR 450.8 2165 448 2192 446 2199 444 2204 444 2222 GR 446 2232 448 2240 450 2490 452 2835 452.8 2893 GR 452 2947 438 2977 429.8 2995 429.8 3005 438 3025 GR 446 3045 448 3050 450 3054 450 3160 448 3178 GR 448 3200 450 3210 452 3223 454 3240 1 OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO QT 2 10277.6 10277.6 12SEP99 15:15:22 ET PAGE 3 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERSAW DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO ET 4.1 2205 3163 X1 6 23 2950 3060 1 100 80 GR 450.8 2205 448 2232 446 2239 444 2244 444 2262 GR 446 2272 448 2280 450 2530 452 2880 452 2950 GR 438 2977 429.8 2995 429.8 3005 438 3025 446 3038 GR 448 3043 450 3050 452. 3060 452.3 3150 452 3282 GR 450.5 3638 452 3769 453 3769 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO QT 2 10277.6 10277.6 ET 4.1 2412 3225 X1 7 20 2968 3063 175 100 160 GR 450.8 2412 444 2435 444 2464 450 2482 450.7 2795 GR 452 2900 452 2968 438 2983 430 2995 430 3005 GA 438 3017 446 3038 448 3045 450 3052 452 3063 GR 452 3310 452 3430 450.5 3703 452 3835 453 3835 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERHANK DATA FROM CITY OF COPPELL TO INEFFECTIVE FLOW ADDED IN RT. OVERSAW CL STATION- 3000 QT 2 10622.9 10622.9 ET 4.1 2418 3078 X1 9 23 2960 3052 340 510 460 X3 3114 451 GR 451 2418 450 2433 448 2444 446 2456 446 2481 GR 448 2493 450 2523 450.6 2668 450 2960 438 2987 GR 430.5 2995 430.5 3005 438 3013 446 3052' 448 3087 GR 450 3114 452 3155 452 3260 449.2 3395 452 3633 GR 452 3750 452 3923 453 3923 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY - LT. OVERSAW DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO INEFFECTIVE FLOW ADDED IN RT. OVERBANK QT 2 11630.4 11630.5 ET 4.1 2320 3040 X1 10 26 2936 3076 250 1 150 X3 3076 451 GR 451 2320 450 2336 448 2350 446 2358 446 2372 GR 448 2388 450 2495 450.8 2665 452 2828 452.5 2892 GR 452 2936 450 2948 438 2985 430.6 2995 430.6 3005. GR 438 3015 446 3040 448 3043 450 3058 452 3076 GR 452 3225 449.2 3360 452 3600 452 3714 452 3887 GR 453 3887 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERSAW DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO INEFFECTIVE FLOW ADDED IN RT. OVERSAW 1 12SEP99 15:15:22 PAGE 4 PENA CROSS- SECTION 18440 REMOVED (MORRISON) QT. 2 12776 12776 ET 4.1 2200 3066 X1 11 - 22 2910 3092 190 50 190 X3 3092 451 GR 451.4 2200 450 2220 448 2235 448 2473 448 2507 OR 450 2697 452 2910 450 2953 438 .2987 430.8 2995 GR 430.8 3005 438 3017 446 3050 448 '3D53 - 450 3063 OR 452 3092 452 3288 450.2 3487 452 3632 452 3724 GR 452 3918 453 3918 -' CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERSAW DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO INEFFECTIVE FLOW ADDED IN BOTH OVERHANKS QT 2 15466.9 15466.9 MC__ _ .035 ST 4.1 1880- 3092 - - X1 12 27 2860 3078 350 100 185 X3 2170 460 3600 460 GR 450.6 1880 448 1940 446 1950 446 2000 447.2 - 2160 OR - 446.9 - 2340 448 2430 449.3 2510 450 2630 450 -2540 OR 449.2 - 2680 450 '.2770 451.2 2860 450 2998 438 3-010 OR 431 2995 431 3005 438 7030 446 3045 448 3062 OR 450 3070 452 3078 452 3325 451.2 3505 450.6 3743 OR 452 3866 453 3868 - USE FEMA CROSS SECTION DATA ON THIS SECTION for the channel portion LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO INEFFECTIVE FLOW ADDED IN BOTH OVERSANKS QT 2 20600 20600. ET 4..1 4210 - .. 5920 .. X1,. 13 - 26 5510 SB89.. 220 150 230 X3 4920 460 6143 460 OR 458 4210 450 '4260 446.7 4340 448 4720 448.3 OR 448.8 5125 -450 5290 451 -.4 5510 448.0 5551.8 .431.4 ,4150 %27 OR 431..4 5767 446 5792 448 5797 448 5813 "446 5819 OR 440 5830 431..4 - -.5845 440 5855 446 5873 448 5878 OR 450 5883 452 5889 452.8 6070 452 6362 452 6550 ,GR.. 453.. 655D USE FEMA CROSS SECTION DATA ON THIS SECTION for the channel portion LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO INEFFECTIVE FLOW ADDED. IN LT. OVERSAW :tZMA "CROSS.- SECTION 19330 REMOVED (MORRISON) ET 4.1 ,4250 6070 - - 61 14 28 5510 6032 175 110 170 .93 .4930 460 6465 470 OR 458 4250 450 '4300 448.7 4380 447.5 '4820 448 4970 - GR 449.6 5300 450 5430 451.3 5510 450 5553 431.7 5617 OR 431.7 5777 - 446 5850 448 5858 450 5862 452 5872 GR 452 5910 450 5919 448 5925 446 5932 436 5975 1 12SEP99 _. 15:1$:22 - - PACE 5 OR 440 5980 446 6004 - 448 6016 450 6024 452 6031 . OR 452 6370 452 6730 453 6730 " X- SECTION REPEATED -ET 4.1 4250 6032 .. "-X1 19647 28 5510 6032 ..2f0 .263 240 X3 4930 1480 025 470 OR 458 4250 450 4300 446:7 4380 447.5 4820 '448 4970 A i - __ - I I' 7 1_3 1= 1= M 1 f 1 1=3 Em 1.� i f. 1:_. "l -- -1 773 7 7 7 7 n 7771 GR 449.6 5300 450 5430 GR 431.7 5777 446 5850 OR 452 5910 450 5919 GR 440 5980 446 6004 OR 452 6370 452. 6730 CROSS- SECTION COPIED FROM 19930 450 NH 5 .045 5704 .035 NH 7350 20025 53 5996 ET 6070 .035 4.1 5208 X1 19770 53 5704 6190 X3 123 149 123 5408 OR 454.3 1000 450 1040 OR 448 1220 448 1320 OR 449 1530 447.2 1900 GR 447 2540 447 3070 OR 445 3370 446 3380 GR 447 4090 448 4150 GR 448.5 5130 448.5 5400 OR 432 5770 432 5930 GR 437 6110 432 6130 OR 452 6440 452 6520 GR 454 7100 456 7250 CHANGED DISTANCE TO MATCH MEASURED TOPO NH 5 .045 5704 .035 NH 7350 450 6900 452 ET 458 7350 4.1 5208 X1 19930 53 5704 6190 X3 6190 .055 6190 5408 OR 454.3 1000 450 1040 OR 448 1220 448 1320 OR 449 1530 447.2 1900 GR 447 2540 447 3070 GR 445 3370 446 3380 OR 447 4090 448 4150 OR 448.5 5130 448.5 5400 OR 432 5770 432 5930 OR 437 6110 432 6130 GR 452 6440 452 6520 OR 454 7100 456 7250 X- SECTION REPEATED 448.5 5704 1 5996 448.5 6050 448.5 6070 12SEP99 15:15:22 453 6190 qTh�� NH. 5 .045 5704 .035 5996 451.3 5510 450 5553 431.7 5617 448 5858 450 5862 452 5872 - 448 5925 446 5932 436 5975 448. 6016 450 6024 452 6032 453 6730 X1 20025 53 5996 .045 6070 .035 6190 .055 6190 X3 123 149 123 470 470 - 6870 470 1000 450 1040 448 1160 449 1190 449 1210 449 1330 450 1460 450 1520 447 2170 446.2 2280 446.4 2420 446.3 3240 446 3350 445 3360 447 3460 447.5 3750 447 4070 448.5 4300 448.5 4660 448.5 4960 448.5 5600 448.5 5700 448.5 5704 448.5 5996 448.5 6050 448.5 6070 437 6150 453 6190 453 6220 450 6760 450 6900 452 6950 458 7350 448.5 5130 448.5 5400 5996 .045 6070 .035 6190 .055 6190 432 5770 432 5930 448.5. 160 153 160 448.5 6070 OR 470 6780 470 6130 437 6150 448 1160 449 1190 449 1210 449 1330 450 1460 450 1520 447 2170 446.2 2280 446.4 2420 446.3 3240 446 3350 445 3360 447 3460 447.5 3750 447 4070 448.5 4300 448.5 4660 448.5 4960 448.5. 5600 448.5 5700 448.5 5704 448.5 5996 448.5 6050 448.5 6070 437 6150 453 6190 453 6220 450 6760 450 6900 452 6950 458 7350 qTh�� NH. 5 .045 5704 .035 5996 .045 6070 .035 4190 .055 NH 7350 ET 4.1 5208 6190 X1 20025 53 5704 6190 95 30 95 X3 5408 470 6770 470 OR 454.3 1000 450 1040 448 1160 449 1190 449 1210 OR 448 1220 448 1320 449 1330 450 1460 450 1520 GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 OR 447 2540 447 3070 446.3 3240 '446 3350 445 3360 OR 445 3370 446 3380 447 3460 447.5 3750 447 4070 OR 447 4090 448 4150 448.5 4300 44845 4660 448.5 4960 GR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 OR 432 5770 432 5930 448.5. 5996 448.5 6050 448.5 6070 OR 437 6110 432 6130 437 6150 453 6190 453 6220 GR 452 6440 452 6520 450 6760 450 6900 452 6950 OR 454 7100 456 7250 458 7350 NC .055 .055 .035 .1 .3 ET 4.1 1040 1580 Xl 20980 20 1040 1413 775 415 630 X3 1040 470 1580 452.7 OR 452 1000 458 1035 458.1 1040 458 1045 432.3 1152 OR 432.3 1312 435 1365 440 1385 450 1413 451 1420 OR 452 1432 452.7 1580 452 1711 451.5 2000 450.8 2255 OR 452 2405 454 2440 456 2460 458 2480 460 2525 ET 4.1 1040 1538 Xi 20990 23 1040 1413 -` 20 10 10 1040 470 1457 452.1 OR 452 1000 458 1035 458.1 1040 458 1045 432.3 1152 OR 432:3 1312 435 1965 - 440 1385 450 1413 451 1420 OR .452 1432 452.1 1457 448.1 1473 448.1 1483 454.1 1547 OR 454.6 1557 455.5 2000 455.8 2255 455 -2405 455 2440 OR 456 2460 458 2480 460 2525 - ET 4.1 1040 1522 xi 21260 26 1048 1522 390 390 380 E3 1048 470 1522 454 OR 452 1000 458 1042 458.4 1048 458 1054 432.5 1148 OR 432.5 1314 450 1382 455.5 1403 4SO 1425 '- 433 1455 OR 433 1480 - 435 1500 440 1510 454 1522 454 1533 OR 453.6 1552 448.85 1571 448.85 1581 455.6 1635 455.6 1700 OR 455.9 2335 456 2430 456 2445 456 2495 458 2563. OR- 460 2600 - - ET 4.1 .1040 1407 X1 "21635 23 1061 1408 340 400 340 153 1061 470 1458 454.8 OR 452 1000 .458 - 1055 458.6 1061 458 1087 433.7 1165 OR 433..7 1340 435 1370 - :454 1408 456.8 1456 451.5 .1471 OR 451.5 1573 454.6 1584 454.1 1594 454.1 11596 454 1600 OR 454.9 1630 455 1640 455.8 2100 455 2290 455 2355 1 .r. - 12SEP99 15:15:22 -. VMiE 7 OR 456 2422 458 2530 460 2570 ET 4.1 1040 1407 X1 21645 18 1061 1408 10 10 10 E3 1061 470 1528 455.8 OR 452 1090 -.458 1055. 458.6 1061 .458 1067 433.7 - 1145 OR 433.1 1340 435 1370 454 1408 455.8 1520 454 1600 OR ..452 1800._ 452 1800 451.8 2100 452 2290 454 2355 OR 456 2422 - .458 2530 450 2570 .05 1300 .06 5094 :035 5460 .055 6610 .05 NH 6780 4.1 5544 5460 22370 28 5094 5460 • W 4,80 880 X3 5094 4.70 5460 454.5 OR 460 1000 449 1300 449 1750 448 1950 448 2150 OR 450 2950 450 3610 449 4010 448 4070 449.5 4170 OR 450.5 4970 450.5 5094 434.0 4 5160 434 «04 5220 434.04 5280 OR 432.5 5320 435 5;3 44`5 5360 446 8380 451.7 S40S OR 454.5 5460 454 Si ?0 452.5 6310 452 6480 453.5 6550 OR 457 6610 459.5 66;10 4 66 6900 1 12SEP99. 15:15:22 PAGE 8 SBCMO-. , . �E4. CRINS MSffi4K SO xv HL Otooss .... L- 8Rt6C E1.EV - QPAW } ' � ACH *ROD VOL T14A R -BANK BE" TIME VLOB VCH VROB ':Xtb �41�� ]ODt ., NTN :. SLIM _ � MA SLOPE XLOBL" XLCH XIAffi1 - ITRIAL SI7C ICOIIP CORAX� TOPwM MIDST . 1 *PROF 1 12SEP99 15:15:22 0 PAGE 9 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL CCHV- .100 CEHV= .300 Q QLOB QCH QROB ALOB ACH AROB • SECNO .000 TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR 3265 DIVIDED FLOW SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT .000 18.06 446.56 .00 446.56 ._446.78 .22 .00 .00 446.00 10277.1 5683.7 4593.9 0 2134.9 968.7 .0 .0 .0 448.00 .00 2.66 4.74 .00 .035 .045 .000 .000 428.50 777.20 .001004 0. 0. 0. 0 0 0 .00 1138.14 2052.80 * SECNO 1.000 69.3 .. .24 3.43 6.61 3.10 .035 .045 .055 3265 DIVIDED FLOW 2120.68 .001646 230. 380. 385. 2. 0 0 1.000 18.87 447.77 .00 00 447.88 .11 1.09 .01 448.00 10277.1 7363.7 2913.4 .0 2971.1 967.0 .0 87.6 29.1 452.00 .12 2.48 3.01 .00 .035 .045 .000 .000 428.90 646.74 .000877 850. 1700. 870. 2 0 0 .00 1584.97 3039.42 • SECNO 1.100 3265 DIVIDED FLOW 1.100 19.91 449.01 .00 .00 449.34 .33 1.40 .07 450.00 10277.1 4424.8 5852.3 .0 1487.4 1065.2 .0 169.8 59.2 450.00 .20 2.97 5.49 .00 .035 .045 .000 .000 429.10 356.93 .001679 890. .1570. 1330. 2 0 0 .00 1143.55 2056.95 • SECNO 2.000 3265 DIVIDED FLOW 2.000 20.62 449.92 .00 .00 450.38 .46 1.00 .04 452.00 10277.1 3352.4 6924.7 .0 872.6 1144.8 .0 196.8 65.8 450.00 .23 3.84 6.05 00 .035 .045 .000 .000 429.30 1070.46 .001716 250. 800. 680. 2 0 0 .00 627.16 2056.76 1 12SEP99 15:15:22 PAGE 9 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 3.000 3265 DIVIDED FLOW. 3.000 20.73 450.43 .00 .00 450.98 .55 .57 .03 452.00 10277.1 1889.1 7620.5 767.6 551.3 1153.4 247.4 211.7 69.3 444.00 .24 3.43 6.61 3.10 .035 .045 .055 .000 429.70 2120.68 .001646 230. 380. 385. 2. 0 0 .00 514.95 3094'.09 • SECNO 4.000 - - 3265 DIVIDED FLAW 4.000 20.97 450.67 .00 .00 451.06 .39 .07 .02 452.00 10277.1 2175.1 6830.7 1271.4 746.6 1176.2 437.3 214.0 69.8 444.00 25 2.91 5.81 2.91 .035 .045 .055 .000 429.70 2146.23 .001231 35. 50. ,50. 2 0 0 .00 672.17 3123.36 •SECHO 5.000 3265 DIVIDED FLOW 5.000 20.85 450.65 .00 .00 451.15 .49 05 .03 452.00 16277.1 2401.1 7634.5 241.4 743.6 1214.7 175.4 215.7 70.1 450.00 .25 3.23 6.29 1.38 .035 .045 .055 .000 429.80 2166.41 .001522 1. 50. 50. 2 _ 0 0 .00 700:73 3214.25 •SBCNO 6.000 , 3265 DIVIDED FLAW 6.000 20.91 450.71 .00 .00 451.26 .55 .10 .02 452.00 10277.1 2688.0 7587.2 1.9 771.1 1149.1 7.5 218.1 70.6 452.00 25 3.49 6.60 26 .035 .045 .055 .000 429.80 2205.82 .001763 1. 80. 100. 2 0 0 .00 619.95 3656.73 `SECNO 7.000 1 12SEP99 15:15:22 PAGE 10 - SECNO -�' DEPTH CWSEL CRIWS WSEI.R E0 HV HL OWES L -BANE ELEV Q QLAB QCH QROB ALOB ACH AROB VOL TWA R -BANE ELEV TIME VLOB 'SLAPS VCH VROB XNL XNCH XNR WTH Kum SBTA XLOBL XLCH XLABR ITRIAL IDC ICON! CORAR TOPWID Mmlm 3265 DIVIDED FLAW 3260 CROSS SECTION 7.00 EXTENDED .07 FEET 7.000 20.87 450.87 .00 .00 451.73 .86 .37 .09 452.00 10277.6 2737.6 - 26 7531.2 8.8 511.8 930.7 18.3 224.5 72.8 , 430.00 452.00 5.05 8.09 48 .035 .045 .055 .000 2412.00 .003050 175. 160.: 100. 2 -.. 0 0 .00. 583.45 3786'.37 •6PCNO 9..000 3301-NV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OLTTSIDR OF ACCEPTABLE RANGE, XRATIO : 1.71 3470 ENCROACHMENT, STATIONS- .0 3114,0 TYPE. , . 1 TARGET. 3113_.999 9.000 21 °.70 452.20 .00 .00 452.52 32 - 73 05 450.00 10622.9 35, 6.2 1.79 6181.4 895.3 1269.8 1123.9 642.1 246.2 83.1 446.00 1 .29 - 5.50 1.39 .035 .045 .055 .000 430.50 2418.00 4,,11211 ..340.. 460._ 510.. 2 0 0 .00 1505.00 3923.00 - - •SECNO 10.000 1 l L:3 L- L"7 LM O L [ �7 =3 3470 ENCROACHMENT STATIONS= .0 3092.0 TYPE- 1 TARGET= 3091.999 3265 DIVIDED FLOW 11.000 22.04 452.84 .00 .00 452.98 .14 .19 .02 3470 ENCROACHMENT STATION$= .0 3076.0 TYPE- 1 TARGET= 3075.999 866.3 272.2 10.000 21.81 452.41 .00 .00 452.77 .36 .24 .01 452.00 11630.4 4143.1 7024.9 462.4 1188.8 1261.8 522.2 257.4 86.8 452.00 .30 3.49 5.57 .89 .035 .045 .055 .000 430.60 2320.00 .001647 250. 150. 1. 2 0 0 .00 1548.13 3887.00 •SECNO 11.000 1430.000 ELENCL= 460.00 ELENCR= 460.00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.66 .00 453.10 .15 1 .00 451.20 15466.9 5929.1 9164.7 373.1 2912.7 2472.3 652.8 304.1 12SEP99 15:15:22 452.00 34 2.04 3.71 .57 .035 .035 .055 .000 PAGE 11 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= .0 3092.0 TYPE- 1 TARGET= 3091.999 11.000 22.04 452.84 .00 .00 452.98 .14 .19 .02 452.00 12776.0 7228.0 4881.2 666.8 2538.8 1436.0 866.3 272.2 91.3 452.00 .31 2.85 3.40 .77 .035 .045 .055 .000 430:80 2200.00 .000718 190. 190. 50. 2 0 0 .00 1718.00 3918.00 •SECNO 12.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.84 3470 ENCROACHMENT STATIONS- 2170.0 3600.0 TYPE- 1 TARGET= 1430.000 ELENCL= 460.00 ELENCR= 460.00 12.000 21.95 452.95 00 .00 453.10 .15 .11 .00 451.20 15466.9 5929.1 9164.7 373.1 2912.7 2472.3 652.8 304.1 99.3 452.00 34 2.04 3.71 .57 .035 .035 .055 .000 431.00 2170.00 .000310 350. 185. 100. 2 0 0 .00 1430.00 3600.00 •SECNO 13.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.75 3470 ENCROACHMENT STATIONS= 4920.0 6343.0 TYPE= 1 TARGET- 1423.000 ELENCL= 460.00 ELENCR= 460.00 13.000 21.60 453.00 .00 .00 453.15 .15 .05 .00 451.40 20600.0 2697.3 17835.8 66.9 2020.1 5449.9 265.1 339.1 105.8 452.00 .36 1.34 3.27 .25 .035 .035 .055 .000 431.40 4920.00 .000179 220. 230. 150. 2 0 0 .00 1423.00 6343.00 'SECNO 14.000 3280 CROSS SECTION 14.00 EXTENDED .08 FEET 3470 ENCROACHMENT STATIONS= 4930.0 6465.0 TYPE= 1 TARGET- 1535.000 ELENCL= 460.00 ELENCR= 470.00 14.000 21.38 453.08 .00 .00 453.18 .10 .03 .00 451.30 20600.0 2834.4 17607.0 158.6 2238.4 6517.7 467.1 371.9 111.0 452.00 .38 1.27 2.70 .34 .035 .035 .055 .000 431.70 4930.00 .000143 175. 170. 110. 2 0 0 .00 1535.00 6465.00 1 12SEP99 15:15:22 - - PAGE 12 SECNO DEPTH CWSEL CRIME WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV ;. TIME VLOB VCH VROB XNL XNCH XNR WIN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 19647.000 3280 CROSS SECTION 19647.00 EXTENDED .12 FEET 3470 ENCROACHMENT STATIONS- 4930.0 6325.0 TYPE- 1 TARGET 1395.000 ELENCL- 460.00 ELENCR= 470.00 19647.000 21.41 453.11 .00 .00 453.21 .10 .03 .00 451.30 20600.0 2868.6 17618.0 113.4 2261.6 6538.6 327.8 422.7 119.3 452.00 .40 1.27 2.69 .35 .035 .035 .055 .000 431.70 4930.00 .000142 240. 240. 263. 0 0 0 .00 1395.00 6325.00 1490 NH CARD USED • SECNO 19770.000. - 3470 ENCROACHMENT STATIONS - -. 5408.0 6870.0 TYPE = 1 TARGET= 1462.000 ELENCL- 470.0Q0 ELSMCPR 470.00 19770.000 2,1.12 -- 453.12 .00 .00 453.23 .11 .02 .00 448.50 20600.0 1304:5 18793.5 501.9 1371.1 6910.3 1089.9 449.2 123.6 453.00 .42 .95 2.72 .46 .045 .033 .055 .000 432.00 5408.00 .000110 -123. 123. _ 149.. 0 0 O ".00 1462.00 6870.00 1496 NH CARD USED * SECNO 19930.000 3470 ENCROACHMENT STATIONS- 5408.0 6780.0 TYPE= 1 TARGET 1372..000 ELBMCL= '- 470.00 ELENCR= 470.00 19930.000 71.14 453. -14 .00 .00 453.25 .11 .02. .00 448.50 20600.0. 1319.9 18343.3 337.8 _ 1374.8_...._6916.3 BI5.3_. 481.0 -- 128.7 453.00. .44 .96 " 2.74 .41 - .045 .033 .055 .000 432.00 5408.00 .000111 160. 160. 153. 0 0 0 .00 1372.00 6780.00 1490 MR CARD USED 'SBCM0 20025.000 3470 ENCROACHMENT STATIONS= 5408.0 6770.0 TYPE- 1 TARGET- 1362.000 ELENCL- 470.00 ELENCR= 470.00 20025.000 21..15 :453.15 .00 .00 453.26 .11 .01 .00 448.50 _ 20600.0 1321.4 18958.2 320.4 1376.1 6918.3 786.3 501.6 130.8 453.00 .45 .96 2.74 .41 .045 .033 .055 .000 432.00 5408.00 .000111. 95. 95.. 30. - O 0: 0 .00 1362.00 6770.00 1 12SEP99 15:15:22 PAGE 13 S8CNO.' DEPTH Clam CRIME, WBELK EG. -- HV HL ,_.. - OLO88 L ELEV 0 QLOB QCH QROB ALOE ACM AROB VOL TWA WBANK ELEV TIME VLOB VC'N VROS XML ]MEN XNE WTN -ZLMIN SETA - SLOPE WX OBL XLCH XLOBR 11RIAL IDC ICONT CORAR TOPWID 9KIM - 7n 77 1 77 1 7 7 7 1 7771 -7 1 7n r7n r r '-1 CCHV= .100 CEHV= .300 *S�CNO,20980.000 - 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 540.000 ELZNCL- 470.00 SLENCR. 452.70 26980.000 20.88 453.18 .00 .00 453.37 .19 .08 .02 458.10 20600.0 .0 20457.1 142.9 .0 5825.4 558.9 612.4 147.0 450.00 .50 .00 3.51 .26 .000 .035 .055 .000 432.30 1065.08 .000163 775. 630. 415. 2 0 0 .00 1352.80 2417.87 ' SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET= 417.000 ELENCL= 470.00 ELENCR= 452.10 20990.000 20.88 453.18 .00 .00 453.37 .19 .00 .00 458.10 20600.0 .0 20552.6 47.4 .0 5825.9 113.9 613.8 147.2 450.00 .50 .00 3.53 .42 .000 .035 .055 .000 432.30 1065.07 .000164 10. 10. 10. 0 0 0 .00 452.47 1517.54 ' SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET= 474.000 ELENCL= 470.00 ELENCR= 454.00 21260.000 20.78 453.28 .00 .00 453.43 .15 .06 .00 458.40 20600.0 .0 20600.0 .0 .0 6586.0 .0 668.5 151.1 454.00 .53 .00 3.13 .00 .000 .035 .000 .000 432.50 1071.39 .000152 380. 380. 390. 2 0 0 .00 432.66 1521.38 ' SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET= 397.000 ELENCL= 470.00 ELENCR= 454.80 21635.000 19.57 453.27 .00 .00 453.53 .25 .06 .03 458.60 20600.0 .0 20600.0 .0 .0 5100.0 .0 714.1 154.0 454.00 .55 .00 4.04 .00 .000 .035 .000 .000 433.70 1086.06 .000232 340. 340. 400. 2 0 0 .00 320.49 1406.55 1 12SEP99 15:15:22 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR ' SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR= 455.80 21645.000 19.58 453.28 .00 20600.0 .0 20600.0 .0 .55 .00 4.04 .00 .000232 10. 10. 10. WSELK EG HV ALOE ACH AROB XNL XNCH XNR ITRIAL IDC ICONT 1528.0 TYPE= 1 TARGET= .00 453.53 .25 0 5100.6 .0 .000 .035 .000 0 0 0 HL VOL MTN CORAR 467.0 .00 715.3 . o19 OLOSS TWA EL4IN TOPWID 00 00 154.1 433.70 320.51 L -BANK ELEV R -BANK ELEV SSTA ENDST 458.60 454.00 1086.05 1406.55 PAGE 14 1490 NH CARD USED ' SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET- 366.000 ELENCIA 470.00 ELENCR- 454.50 22370.000 20.99 453.49 .00 .00 453.77 .28 .23 .01 450.50 20600.0 .0 20600.0 .0 .0 4851.2 .0 815.8 160.7 454.50 .61 - 00 4.25 00 .000 .035 .000 .000 432.50 5094.00 .000294 880. 880. 480. 2 0 0 -:00 335.07 5429.07 1 12SEP99 _. - 15:15:22 - - PAGE 15 Ti DENTON CREEK REVISED EXISTING CONDITION SPLIT FLOW - T2 WINDSOR ESTATES AND DEFOREST COURT (COPPELL, TEXAS) FLOODWAY MODEL T3 100 -YEAR DISCHARGE ENCROACHMENT PROFILE FILE: RVEXFDWY.DAT J1 ICHECK INQ NINV IDIR .STRT METRIC HVINS Q WSEL PQ 0 3 0 0 0 0 0 0 447.56 J2- .NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 15 0 -1 1 12SEP99 15:15:22 _ -- PAGE 16 SBCNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV WE QCH QROB _ ALOE ACH AROB VOL TWA R -SANK ELEV - TIME VLOB VCH VROB XNL XNCH XNR MTN ELKIN SSTA SLOPE. - XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 2 - 0 ccKw ' D .0 .1 CEHV= ..300 3470 ENCROACHMENT STATIONS= 660.0 2060.0 TYPE= 1 TARGET- 1400.000 .000 19.06 - 447.56 .00 .446..56 447.66_ .10 _00 .00 - 446.00 - - 10277.1 6760.1 3517.0 .0 3283.1 1064.0 .0 .0 .0 100000.00 00 2.06 3.31 .00 .035 .045 .000 .000 428.50 772.20 .000460 0. 0. 0. 0 0 0 .00 1285.60 2657.80 'SECHO 1.000 - 3474,ENCROACHMENT STATIONS- 500.0 3050.0 .TYPE•'. 1 TARGET- 2550.000 1.000 19.26 448.16 .00 447.77 448.24 .08 .57 .00 448.00 '10277.1 7699.2 _;,2577.9 .0 3673.8 1037.0 .0 108.9 38.7 100000.00 .14 2,30 - 2.49 - - .00 - .035 .045 .000 .000 428.90 642.14 .000596 - 850. 1700. - - 870. 2 0 0 .00 2398.27 3040.41 'SBCNO 1.100 - - 3265 DIVIDED PLOW ... 3 lINQa 6NAM68 - @V{'§ID8 OF ACICEPTAK& PU NGE, MRATIO = :61 34�Y�t STATIONS+ 350.0 2130.0 TYPE= 1 TARGET= 1780.000 .100- `�9?.47 40_td7 .00 449.01 449.38 .31 1.07 .07 450.00 ,- --1 7...1 ' 7 .. "77 , .... l 77 1 .". � -... .'] 7. 771 10277.1 4533.6 5743.5 .0 1554.4 1073.2 .0 200.3 77.5 450.00 .22 2.92 5.35 .00 .035 .045 .000 .000 429.10 356.48 .001597 890. 1570. 1330. 2 0 0 .00 1172.09 2057.15 'SECNO 2.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1055.0 2138.0 TYPE= 1 TARGET= 1083.000 1 12SEP99 15:15:22 PAGE 17 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANE ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 2.000 20.64 449.94 .00 449.92 450.39 .45 .97 .04 452.00 10277.1 3369.8 6907.3 .0 881.5 1146.8 .0 227.7 84.2 450.00 .25 3.82 6.02 00 .035 .045 .000 .000 429.30 1070.36 .001701 250. 800. 680. 2 0 0 .00 630.72 2056.82 'SECNO 3.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2112.0 3055.0 TYPE= 1 TARGET- 943.000 3.000 20.72 450.42 '.00 450.43 451.04 .62 .60 .05 452.00 10277.1 1956.8 7948.6 371.7 546.8 1152.2 117.0 242.0 87.5 444.00 .26 3.58 6.90 3.18 .035 .045 .055 .000 429.70 2120.97 .001795 230. 380. 385. 2 0 0 .00 472.69 3055.00 'SECNO 4.000 3265 DIVIDED FLOW , 3470 ENCROACHMENT STATIONS= 2145.0 3092.0 TYPE. 1 TARGET- 947.000 4.000 " - 21.01 450.71 00 450.67 451.13 .42 .07 02 452.00 10277.1 2276.9 6998.1 1002.2 764.6 1180.2 336.2 244.1 88.0 444.00 .26 2.98 5.93 2.98 .035 .045 .055 .000 429.70 2145.84 .001280 35. 50. 50. 2 0 0 .00 598.35 3092.00 'SECNO 5.000 3265 DIVIDED FLOW 347.0 ENCROACHMENT STATIONS= 2165.0 3095.0 TYPE= 1 TARGET- 930.000 5.000 20.90 450.70 .00 450.65 451.21 .52 .05 .03 452.00 10277.1 2494.8 7758.6 23.6 762.6 1219.2 28.6 245.7 88.2 450.00 .27 .3.27 6.36 .83 .035 .045 .055 .000 429.80 2166.00 .001554 1. 50. 50. 2 0 0 .00 589.41 3095.00 1 12SEP99 15:15:22 PAGE 18 SECNO DEPTH CWSEL CRIME WSELK EO HV ML OLOSS L -BANK ELEV Q OWE QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCR XNR MTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 6.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2205.0 3163.0 TYPE= 1 TARGET= 958.000 CRIMS WSELR 6.000 20.98 '450.78 .00 450.71 451.31 .53 .10 .00 452.00 10277.1 2761.1 7516.0 0 802.0 1156.0 .0 248.0 88.4 452.00 .27. 3.44 6.50 .00 .035 .045 .000 .000 429.80 2205.17 .001706 1. 80. 100. 0 0 0 .00 563.29 3053.91 • SECNO 7.000 1200.3 1264.5 537.7 287.6 103.9 452.00 .89 3265 DIVIDED FLOAT .045 .055 - 2320.00 1. 2 - - 3470 ENCROACMOMT STATIONS. 2412.0 3225.0 TYPS= 1 TARGET= 813.000 ' - 7.000 20.93 450.93 .00 450.87 451.77 .84 .36 .09 452.00 10277.6 2800.5 7477.1 .0 537.6 936.3 .0 254.5 90.5 452.00 28 - 5.21 7.99 .00 .035 .045 .000 .000 430.00 2412.00 ` .002964 175. 160. 100. 2 0 0 .00 489.76 3057.13 • SECNO 9.000 3301 HV CHANGED MORE THAN WINS 3302 NAMING: CONVEYANCE .CHANGE OWSIDE Of RRATIO.= 1.70 3470 ENCROACHMENT STATIONS= .0 3114.0 TYPE. 1 TARGET= 3113.999 - 9.000 21.73 452.23 .00 452.20 452.54 .31 72 .05 450.00 10622.9 3566.5 6146.8 909.6 1282.5 1126.1 662.4 276.4 100.2 446.00 - " .30 2.78 5.46 1.37 .035 .045 .055 .000 430.50 2418.00 .001101 340. 460. 510. 2 0 0 .00 1505.00 3923.00 • SECNO .30.000 ,.,. 3265 DIVIDED FLOW 1 IZW99 15:15:22 asCMO LS 14I CWSEL Q QLOB QCH TIME VIAB _VCH 82,OP8 -. X10081, XLCH 3470 X"CROAl7boW.. STATIONS= 14000 21.83 452.43 11630.5 4157.9 6993.1 .31 3.46 5.53 .001621 250. 150. PACE 19 CRIMS WSELR SO HV HL OLOSS L BANK SM w4m ALOB ACS AROB VOL TWA R -sm ELBV VROB X L )am XNR WTN SLIM B67A XLOBR ITRIAL IDC ICONT CORM TOPWID xmw .0 3076.0 TYPE- 1 TARGET. 3075.999 00 - 479.5 452.41 452.78 35 23 001 452.00 1200.3 1264.5 537.7 287.6 103.9 452.00 .89 .035 .045 .055 .000 430.60 2320.00 1. 2 0 0 .00 1552.27 3887.00 ' SECNO 11.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.66 3470 ENCROACHMENT STATIONS= .0 3092.0 TYPE- 1 TARGET- 3091.999 1430.000 11.000 22.05 452.85 .00 452.84 452.99 .14 .19 02 452.00 12776.0 7230.1 4870.4 675.5 2547.0 1438.1 875.9 302.5 108.4 452.00 .33 2.84 3.39 .77 .035 .045 .055 .000 430.80 2200.00 .000711 190. 190. 50. 2 0 0 .00 1718.00 3918.00 ' SECNO 12.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.84 3470 ENCROACHMENT STATIONS= 2170.0 3600.0 TYPE= 1 TARGET= 1430.000 ELENCL- 460.00 ELENCR= 460.00 12.000 21.96 452.96 .00 452.95 453.11 .15 .11 .00 451.20 15466.9 5936.0 9153.7 377.1 2920.0 2474.6 658.4 334.5 116.4 452.00 36 2.03 3.70 .57 .035 .035 .055 .000 431.00 2170.00 .000308 350. 185. 100. 2 0 0 .00 1430.00 3600.00 ' SECNO 13.000 3280 CROSS SECTION 13.00 EXTENDED .01 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.75 3470 ENCROACHMENT STATIONS= 4920.0 6343.0 TYPE= 1 TARGET= 1423.000 ELENCL- 460.00 ELENCR= 460.00 13.000 21.61 453.01 .00 453.00 453.16 .15 .05 451.40 20600.0 2705.3 17825.9 66.7 2026.0 5453.8 269.7 369.6 .00 122.9 452.00 .38 1.34 3.27 .25 .035 .035 .055 .000 431.40 4920.00 .000179 220. 230. 150. 2 0 0 .00 1423.00 6343.00 1 12SEP99 15:15:22 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR ' SECNO 14.000 3280 CROSS SECTION 14.00 EXTENDED 3470 ENCROACHMENT STATIONS= 4930.0 ELENCL= 460.00 BLENCH= 470.00 14.000 21.39 453.09 .00 20600.0 2841.0 17598.3 160.7 .40 1.27 2.70 .34 .000143 175. 170. 110. WSELK EO HV HL ALOE ACH AROB VOL XNL XNCH XNR WTN ITRIAL IDC ICONT CORAR .09 FEET 6465.0 TYPE= 1 TARGET- 1535 453.08 453.19 .10 03 2244.1 6522.9 471.4 402.4 .035 .035 .055 .000 2 0 0 .00 OLOSS L -BANK ELEV TWA R -BANK ELEV ELMIN SSTA TOPWID ENDST 000 .00 451.30 128.2 452.00 431.70 4930.00 1535.00 6465.00 PAGE 20 ' SECNO 19647.000 3280 CROSS SECTION 19647.00 EXTENDED .13 FEET 3470 ENCROACHMENT STATIONS= 4930.0 6325.0 TYPE= 1 TARGET= 1395.000 ELENCL= 460.00 ELENCR- 470.00 19647.000 21.42 453.12 .00 20600.0 2875.2 17610.0 114.8 .42 1.27 2.69 35 .:.000141 240. 240.:.. 263. 1490 NH CARD USED 20025.000 21.16 453.16 *SECNO 19770.000 20600.0 1324.2 18952.8 323.0 3470 ENCROACHMENT STATIONS- 5408.0. ELENCL= 470.00. ELENCR= 470.00 19770.000 21.13 453.13 .00 20600.0 1307.3 18787.5 505.3 .44 .95 2.72 .46 .000109 123. 123. 149. 1490'NH CARD USED 3.51 26 •SEM 19930.000 630. 415. *SEM .20990.000 3470 ENCROACHMENT STATICNS= 5408.0 3470 ENCROACHMENT STATIONS- 470.00 ELENCR= 470.00 19930 21.15 453.15 .00 20600.0 1321.7 18937.8 340.5 .45 .96 2.74 .41 .000111 160. 160. 153. 1 12SEP99 15:15:22 "SECKO DEPTH CNSEL CRINS _Q - -QLOB QCH QROB TIME VI.OB VCH VROB ..: SLOPE XLOBL XLCH XLOBR 1490 NH CARD USED .035 .. *SSCNO 20025.000 431.70 4930.00 347D.BNCROAC7BOTNT STATIONS= 5408.0 ELAWL= 470.00 ELENCR- 470.00 20025.000 21.16 453.16 .00 20600.0 1324.2 18952.8 323.0 .46 .96 2.74 .41 000111.95. 95. 30. CCHV= .100 CEHV= .300 1374.0 •6ECNO 20980.000 1096.5 479.9 3470 PKMOACEDOM NATIONS= 1040.0 EL .I .- - 470.00 ELENCR= 452.70 20960.000 20.89 453.19 .00 20600.0 .0 20453.6 146.4 .51 .00 3.51 26 ..000162 775. 630. 415. *SEM .20990.000 453.15 3470 ENCROACHMENT STATIONS- 1040.0 EL.ENCL- 470.00 ELENCR- 452.10 ^Q'999-000. 20.0 453.19 _ ...: ,00 `20 0.0 .0 .20552.1 47.9 453.11 453.22 10 03 00 451.30 2267.2 6543.7 330.6 453.3 136.4 452.00 .035 .035 .055 .000 431.70 4930.00 - 0 0 0 .00 1395.00 6325.00 6870.0 TYPE- 1 TARGET= 1462.000 WSELK EO 453.12 453.24 .11 .02 .00 448.50 1374.0 6915.0 1096.5 479.9 140.7 453.00 .045 .033 .055 .000 432.00 5408.00 0 0 0 .00 1462.00 6870.00 6780.0 TYPE = 3 TARGET- 1372.000 453..14 453.26 .11 .02 .00 440.50 1377.6 6920.9 821.0 513.7 145.8 453.00 .045 .033 .055 .000 432.00 5408.00 0 0 0 .00 1372.00 6780.00 WSELK EO HV HL OLOSS 'L -BANK ELEV ALOE ACH AROB VOL TWA R -BANK ELEV ENL 704CH XMR NTN ELKIN SSTA ITRIAL IDC ICONT CORAR TOPMID ENDST 6770.0 TYPE- 1 TARGET- 1362.000 453.15 453.27 .11 .01 .00 448.50 1378:9 6923.0 791.9 532.4 147.9 453.00 .045 .033 .055 .000 432.00 5408.00 0 0 - 0 .00 1362.00 6770.00 1580.0 .. WREW I , TARGET - 453.18 453.38 19 .0 5828.7 568.3 .000 .035 .055 2 0 0 1457.0 TYPE= 1 TARGET - 453.18 453.38 19 .0 5829.2 114.8 540.000 .08 .02 458.10 643.3 164.2 450.00 .000 432.30 10¢$.04 .00 1353.09 2411.12 417.000 00 .00 458.10 644.7 164.4 450.00 PAGE 21 .51 .00 3.53 .42 .000 .035 .055 .000 432.30 1065.03 .000164 10. 10. 10. 0 0 0 .00 452.81 1517.84 'SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET= 474.000 ELENCL= 470.00 ELENCR= 454.00 21260.000 20.79 453.29 .00 453.28 453.44 .15 .06 .00 458.40 20600.0 .0 20600.0 .0 .0 6590.0 .0 699.4 168.2 454.00 .55 .00 3.13 .00 .000 .035 .000 .000 432.50 1071.36 .000151 380. 380. 390. 2 0 0 .00 432.77 1521.39 1 12SEP99 15:15:22 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EL4IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET- 397.000 ELENCL= 470.00 ELENCR= 454.80 21635.000 19.58 453.28 .00 453.27 453.54 .25 .06 .03 458.60 20600.0 .0 20600.0 .0 .0 5102.9 .0 745.0 171.2 454.00 .57 .00 4.04 .00 .000 .035 .000 .000 433.70 1086.02 .000232 340. 340. 400. 2 0 0 .00 320.55 1406.57 •SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0, 1528.0 TYPE= 1 TARGET= 467.000 ELENCL= 470.00 ELENCR= 455.80 21645.000 19.59 453.29 .00 453.28 453.54 .25 .00 .00 458.60 20600.0 .0 20600.0 .0 0 5103.5 .0 746.2 171.3 454.00 57 00 4.04 .00 .000 .035 .000 .000 433.70 1086.01 .000232 10. 10. 10. 0 0 0 .00 320.56 1406.57 1490 NH CARD USED •SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET= 366.000 ELENCL= 470.00 ELENCR= 454.50 22370.000 21.00 453.50 .00 453.49 453.78 .28 .23 :01 450.50 20600.0 .0 20600.0 .0 .0 4854.2 .0 846.8 177.9 454.50 63 .00 4.24 .00 .000 .035 .000 .000 432.50 5094.00 .000293 880. 880. 480. 2 0 0 .00 335.34 5429.34 1 12SEP99 15:15:22 HEC -2 WATER SURFACE PROFILES PAGE 23 THIS RUN EXECUTED 12SEP99 15:15:23 Version 4.6.2; May 1991 NOTE- ASTERISK (') AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST 100 -YEAR FIS DISCHARGE P SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELNIN 0 CWSEL CRIWS ED 10•KS VCH AREA .OIK .000 .00 .00 .00 428.50 30277.10 446.56 :00 446.78 10.04 4.74 3103.63 3242.90 _ .. .000 .00 .00 .00 428.50 10277.10 447.56 .00 447.66 4.60 3.31 4347.11 4791.59 1.000 1700.00 .00 .00 428.90 10277.10 447.77 .00 447.88 8.77 3.01 3938.14 3470.04 1.000 1700.00 .00 .00 428.90 10277.10 448.16 .00 448.24 5.96 2.49 4710.82 4208.83 1.100 1570.00 .00 .00 429.10 10277.10 449.01 .00 449.34 16.79 5.49 2552.63 2507.85 ' 1.100 1570.00 .00 .00 429.10 10277.10 449.07 .00 _449.38 15.97 5.35 2627.58 2571.63 2.000 800.00 .00 .00 429.30 10277.10 449.92 .00 450.38 17.16 6.05 2017.44 2480.71 2.000 800.00 .00 .00 429.30 10277.10 449.94 .00 450.39 17.01 6.02 2028.30 2492.15 " 3.000 80.00 380:00 .00 .00 429.70 10277.10 450.43 .00 450.98 16.46 6.61 1952.12 2533.31 3..000 .00 .00 429.70 10277.10 450.42 .00 451.04 17.95 6.90 1815.98 2425.87 " 4.000 50.00 .00 .00 429.70 10277.10 450.67 .00 451.06 12.31 5.81 2360.12 2929.51 4.000 50.00 .00 .00 429.70 10277.10 450.71 .00 451.13 12.80 5.93 2260.98 2872.54 5.000 50.00 .00 .00 429.80 10277.10 450.65 .00 - 451.15 15.22 6.29. 2133.72 2634.62 5.000 .50.00 .00 .00 429.80 10277.10 4SO-.70 '.00 " '451.21 15.54 6.36 2010.32 2606.87 6.000 80..00 .00 .00 429.80 - 10277.10 450.71 .00 451'.26 - 17.63 6.60 1927.71 2447.73 6.000 80.00 .00 .00 429.80 10277.10 450.78 .00 451.31 17.06 6.50 1957.97 2488.19 7.000 160.00 .00 .00 430.00 10277.60 450.87 .00 451.73 30.50 8.09 1460.72 1860.86 7.000 160.00 .00 .00 430.00 10277.60 450.93 .00 451.77 29.64 7.99 1473.88 1887.65 • 9.000 460.00 .00 .00 430.50 10622.90 452.20 .00 452.52 .11.21 5.50 3035.82 3173.26 • 9.000 460.00 .00 .00 430.50 10622.90 452.23 .00 452.54 11.01 5.46 3070.86 3201.28 10.000 : 150.00 .00 .00 430.60 11630.40 452.41 .00 452.77 16.47 5.57 2972.76 2665.64 .150.00 .00 _.00 -. 430.60 .11630.50 452.43 .00 452.78 16.21 5.53 3002.47 2888.91 1 12SEP99 15:15:22 PAGE 24 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EO 10•KS VCH AREA .01K * - X 11.000 19A.00 .00 .00 430.60 12776.00 452.84 .00 - 452.98 7.18 3.40 4841.16 4768.78 11.000 19".00 .00 .00 430.80 12776.00 452.85 .00 452.99 7.11 3.39 4861.03 4791.03 112.000 385.00 .00. -x .00 431.00 15466.90 452.95 .00 453.10 3.10 3.71 6037.74 8789.58 * 12.000 185. 0 -, .00- .00 - 431.00' > = 15466.90 _ 452:96 .00 453.11 3.08 3.70 6052.93 8813.84 * 13.000 230.00 .00 .00 431.40 20600.00 453.00 .00 453.15 1.79 3.27 7735.05 15383.16 .,13.000 230.00 .00 .00 431..40 20600.00 453.01 .00 453.16 1.79 3.27 7749.46 15409.70 .14.000. ' 170.00 .00 .00 431.70 20600.00 453.08 .00 453.18 1.43 2.70 9223.26 17215.04 14.000 170.00 .00 .00 431.70 20600.00 453.09 .00 453.19 1.43 2.70 9238.44 17246.35 19647.000 -- 240.00 .00 - .00 431.70 20600.00 453.11 .00 453.21 1.42 2.69 9128.00 17296.23 19647.000 240.00 .00 .00 431.70 20600.00 453.12 .00 453.22 19770:000 1.11 123.00 .00 .00 432.00 20600.00 453.12 = - .00 453.23 19770.000 1.11 123.00 .00 .00 432.00 20600.00 453.13 .00 453.24 19930.000 1.63 160.00 .00 .00 432.00 20600.00 453.14 .00 453.25 19930.000 1.64 160.00 .00 .00 432.00 20600.00 453.15 .00 453.26 20025.000 1.52 99.00 - .00 .00 432.00 20600.00 453.15 .00 453.26 20025.000 2.32 95.00 .00 .00 432.00 20600.00 453.16 .00 453.27 20980.000 2.32 630.00 .00 .00 432.30 20600.00 453.18 .00 453.37 20980.000 2.94 630.00 .00 .00 432.30 20600.00 453.19 .00 453.38 20990.000 450.67 10.00 .00 .00 432.30 20600.00 453.18 .00 453.37 20990.000 .29 10.00 .00 .00 432..30 20600.00 453.19 .00 453.38 21260.000 700.73 380.00 .00 .00 432.50 20600.00 453.28 .00 453.43 21260.000 6.000 380.00 .00 .00 432.50 20600.00 453.29 .00 453.44 21635.000 450.78 340.00 .00 - .00 433.70 20600.00 453.27 .00 453.53 21635.000 .15 340.00 .00 .00 433.70 20600.00 453.28 .00 453.54 21645.000 489.76 10.00 .00 .00 433.70 20600.00 453.28 .00 453.53 21645.000 10.00 .00 .00 433.70 20600.00 453.29 .00 453.54 22370.000 880.00 .00 .00 432.50 20600.00 453.49 .00 453.77 22370.000 880.00 .00 .00 432.50 20600.00 453.50 .00 453.78 1.41 2.69 9141.49 17326.36 1.10 2.72 9371.37 19666.36 DIFWSX 1.09 2.72 9385.46 19693.10 10277.10 1.11 2.74 9106.38 19536.77 1138.14 1.11 2.74 9119.53 19562.56 1.00 1.11 2.74 9080.75 19530.33 1.000 1.11 2.74 9093.80 19556.04 .00 1.63 3.51 6384.35 16150.97 448.16 1.62 3.51 6397.02 16167.56 1700.00 1.64 3.53 5939.75 16077.88 1.24 1.64 3.53 5944.02 16092.16 10277.10 1.52 3.13 6586.03 16723.74 1172.09 1.51 3.13 6590.00 16737.52 .00 2.32 4.04 5099.99 13511.58 2.000 2.32 4.04 5102.91 13522.89 .02 2.32 4.04 5100.60 13513.96 450.43 2.32 4.04 5103.54 13525.31 380.00 2.94 4.25 4851.24 12019.51 .48 2.93 4.24 4854.21 12025.25 10277.10 1 12SEP99 15.15:22 PAGE 25 100 -YEAR FIE DISCHARGE P SUMMARY PRINTOUT TABLE 150 SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH .000 10277.10 446.56 .00 .00 .00 1138.14 .00 .000 10277.10 447.56 1.00 .00 1.00 1285.60 .00 1.000 10277.10 447.77 .00 1.21 .00 1584.97 1700.00 1.000 10277.10 448.16 .40 .60 .40 2398.27 1700.00 1.100 10277.10 449.01 .00 1.24 .00 1143.55 1570.00 ` 1.100 10277.10 449.07 .06 .91 .06 1172.09 1570.00 2.000 10277.10 449.92 .00 .91 .00 627.16 800.00 2.000 10277.10 449.94 .02 .87 .02 630.72 800.00 3.000 10277.10 450.43 .00 .51 .00 514.95 380.00 3.000 10277.10 450.42 -.01 .48 -.01 472.69 380.00 4.000 10277.10 450.67 .00 .24 .00 622.17 50.00 4.000 10277.10 450.71 .04 .29 .04 598.35 50.00 5.000 10277.10 450.65 .00 -.02 .00 700.73 .50.00 5.000 10277.10 450.70 .04 -.02 .04 589.41 50.00 6.000 10277.10 450.71 .00 .06 .00 619.95 80.00 6.000 10277.10 450.78 .07 .09 .07 563.29 80.00 7.000 10277.60 450.87 .00 .15 .00 583.45 160.00 7.000 10277.60 450.93 .06 .15 .06 489.76 160.00 • 9.000 10622.90 452.20 .00 1.34 .00 1505.00 460.00 ' 9.000 10622.90 452.23 .02 1.30 .02 1505.00 460.00 10.000 11630.40 452.41 ..00 .21 .00 1548.13 150.00 10.000 11630.50 452.43 .02 - .20 .02 1552.27 150.00 • 11.000 12776.00 452.84 .00 .43 .00 1718.00 190.00 • 11.000 12776.00 452.85 .01 .42 .01 1718.00 190.00 ' 12.000 15466.90 452.95 .00 .11 .00 1430.00 185.00 • 12.000 15466.90 452.96 .01 .10 .01 1430.00 185.00 ' 13.000 20600.00 453.00 .00 .05 .00 1423.00 230.00 • 13.000 20600.00 453.01 .01 .05 .01 1423.00 230.00 14.000 20600.00 453.08 .00 .08 .00 1535.00 170.00 14.000 26600.00 453.09 .01 .08 .01 1535.00 170.00 19647.000 20600.00 453.11 .00 .03 .00 1395.00 240.00 19647.000 20600.00 453.12 .01 .03 .01 1395.00 240.00 1 12SEP99 15:15:22 SECNO Q CWSEL DIFWSP DIPWSX DIFKWS TOPWID XLCH 19770.000 20600.00 453.12 .00 .01 .00 1462.00 123:00 19770.000 20600.00 453.13 .01 .01 .01 1462.00 123.00 19930.000 20600.00 453.14 .00 .02 .00 1372.00 160.00 19930.000 20600.00 453.15 .01 .02 .01 1372.00 160.00 - 20025.000 20600.00 453.15 .00 .01 .00 1362.00 95.00 20025.000 .20600.00 453.16 .01 .01 .01 1362.00 95.00 20980.000 20600.00 453.18 .00 .03 .00 1352.80 630.00 20980..000 20600.00 453.19 .01 .03 .01 1353.09 630.00 20990.000 20600.00 453.18 .00 .00 .00 452.47 10.00 20990.000 20600.00 453.19 .01 .00 .01 452.01 10.00 21260.000 20600.00 453.28 .00 .10 .00 432.66 380.00 21260.000 20600.00 453.29 .01 .10,. .01 432.77. 380.00 21635.000 20600.00 453.27 .00 -.01 .00 320.49 340.00 23635.000 206Q0.00 453.28 .01 -.01. .01 320.55 340.00. 21645.000 20600.00 453.28 .00 ' - .00 .00 320.51 10.00 21645.000 20600.00 453.29 .01 .OQ .01 320.56. 10.00 22370.000 20600.00 453.49 .00 -x .21 x .00 334.07 880.00 22370.000 20600.00 453.50 .01 .21 .01 335.34 880.00 12SEP99 15:15:22 SU184ARY -OP ERRORS AND SPECIAL NOTES WARNING SECNO= 1.100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE W NG SECNO= " 9.000 PROFILE- 1 CONVEYANCE CHANGE - OUTSIDE ACCEPTABLE RAI= WAR SECNG= 9.000 PROPTLE- 2 db@lVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE L::I LZ L 0 L� 1=1 (= =I f=l t= PACE 26 FLOODWAY DATA, 100 -YEAR PIS DISCHARGE P PROFILE NO. 2 - - - - - -- FLOODWAY - - - - - -- WARNING SECNO= 11.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 2628. 3.9 449.1 449.0 12SEP99 15:15:22 2.000 986. 2028. PAGE 28 FLOODWAY DATA, 100 -YEAR PIS DISCHARGE P PROFILE NO. 2 - - - - - -- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY .000 1286. 4347. 2.4 447.6 446.6 1.0 1.000 2398. 4711. 2.2 448.2 447.8 .4 1.100 1701. 2628. 3.9 449.1 449.0 .1 2.000 986. 2028. 5.1 449.9 449.9 .0 3.000 934. 1816. 5.7 450.4 450.4 .0 4.000 946. 2281. 4.5 450.7 450.7 .0 5.000 929. 2010. 5.1 450.7 450.7 .0 6.000 849. 1958. 5.2 450.8 450.7 .1 7.000 645. 1474. 7.0 451.0 450.9 .1 9.000 1505. 3071. 3.5 452.2 452.2 .0 10.000 1567. 3002. 3.9 452.4 452.4 .0 11.000 1718. 4861. 2.6 452.8 452.8 .0 12.000 1430. 6053. 2.6 452.9 452.9 .0 13.000 1423. 7749. 2.7 453.0 453.0 .0 14.000 1535. 9238. 2.2 453.1 453.1 .0 19647.000 1395. 9141. 2.3 453.1 453.1 .0 19770.000 1462. 9385. 2.2 453.1 453.1 .0 19930.000 1372. 9120. 2.3 453.1 453.1 .0 20025.000 1362. 9094. 2.3 453.2 453.2 .0 20980.000 1353. 6397. 3.2 453.2 453.2 .0 20990.000 453. 5944. 3.5 453.2 453.2 .0 21260.000 450. 6590. 3.1 453.3 453.3 .0 21635.000 321. 5103. 4.0 453.3 453.3 .0 21645.000 321. 5104. 4.0 453.3 453.3 .0 22370.000 335. 4854. 4.2 453.5 453.5 .0 l Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas r 1. t r Appendix I Revised (Proposed) Conditions Multi- Profile HEC -2 Model PRPSD4ST C' f ltf+.lflftf11t 1t RlRtltfflffl•lf if iif•1ff 1fff4 •,,�,HEC -2 WATER SURFACE PROFILES.. '. t- •. Version 4.6.2; May 1991 + } ' .RUN DATE 12SEP99 TIME 14:59:29• - •1}Iffl +If tlflffif Htttllftitf +llffiiiitlltr f f444itlfffftftlt lft 1f 1t111f 11111fff1f • U.S. ARMY CORPS OF ENGINEERS • HYDROLOGIC ENGINEERING CENTER • 609 SECOND STREET, . SUITE D • DAVIS, CALIFORNIA 95616 -4687 • (916) 756 -1104 •1f »t +1 +f if if tff of tf tlf if iu ut1f 11114 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 ,12SEP99 14:59:29 PAGE 1 "- THIS RUN EXECUTED 12SEP99 14:59:29 f+ ++ + + + f if # #1f if iff+lf +e + Re114 ffa + + #+ HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 f f+ff 111lfff #ffllfltiff }ff}f lffffff T1: DENTON CREEK PROPOSED CONDITION SPLIT FLAW T2.- WINDSOR ESTATES AND DEFOREST COURT (COPPELL, TEXAS) FIS MODEL T3 10 -YEAR FIS DISCHARGE PROFILE FILE: - PRPSD4ST.dat J1 ICHECK INQ NINV - IDIR STRT METRIC HVINS Q WSEL PQ 0 2 0 0 .001 0 0 0 J2 NPROF -..: IPLOT PRFVS XSECV XSECH FN ALLDC I13W CHNIM ITRACE -.. 1 0 -1 - J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 FROM MORRISON: USED FLOWLINE FROM FEMA SECTION ADJUSTED FOR CONSTANT SLOPE SLOPE: 428.5- 429.3/ 4790= .000167 FL= 428.6 Cl; STATION- 2000 OVERBANK DATA FOR SECTION FROM TRINITY TOPO - HAI NC .035 .055 .045 .1 .3 OT,.: 4 8340.4 9670 10277.1 14161.4 -. X1 0 35 1960 2060 0 0 0 GR 450.4 660 450 760 448 770 446 780 444 790 OR 442 800 440 805 440 815 442 820 443.1 890 OR 444 1080 444. 1110 442.7 1125 444 1210 444.7 1250 OR 444 1315 444 1345 446 1520 447.1 1640 446 1800 GR 446 1860 446 1960 434 1980 428.5 1995 428.5 2005 GR 434 2020 446 2050 448 2060 448 2140 448 2160 OR .450 2700 452 2765 454 2790 456 2800 458 2840 SLOPE: 428.5 - 429.3/ 4790= .000167 FL- 428.9 CL STATION- ,3000 OVERSAW DATA FOR SECTION FROM TRINITY TOPO - RAI X1 1 22 2860 3050 850 870 1700 OR 450.6 500 450 '610 448 645 446 660 444 665 OR 442 675 440 680 442 695 444 715 444.2 820 OR 445.1 1260 446 1410 448 2150 448 2860 446 2960 OR 436 2970 428.9 2995 428.9 3005 436 3010 450 3045 OR 452 - - 3050 452 3190 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY OVERSAW DATA FOR SECTION FROM TRINITY TOPO - HAI 1 12SEP99 14:59:29 -- PAGE 2 X1 1.1 22 1920 2060 890 1330 1570 GR 450 350 448 364 446 373 444 381 442 390 OR 442 405 444 415 446 421 448 840 450 1072 OR;:. -_- 448 1258 447.8 1290. ".. 447.8' 1335 450 1190 450 1920 OR 448 1950 " 438 1982 429.1 1995 429.1 2005 438 2023 GR 450 2060 452 2130 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY OVERBANK DATA FOR SECTION FROM TRINITY TODD: - _. HAI - $1 2 22 1913 - 2057 250 680 800 OR 450.8 1055 450 1070 .448 - 1082 446 1090 444 1095 OR 442- 1101 0 2 . 1120. 444 1130 446 1140 448 1170 OR 449.1 1425 450 1598 452 1913 450 1942 446 1962 OR 438 1974 429.3 1995 429.3 2005 438 2020 450 2057 GR.. 452 2122 452.3 2138 ..CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANX DATA FROM CITY OF COPPELL TO Qh 4 8340.4 9670 10277.1 14222.7 X1 3 22 2925 3035 230 385 380 GR 450.8 2112 450 2131 448 2140 446 2145 444 2150 GR 444 2168 446 2176 448 2184 450 2182 452 2825 GR 452 2925 450 2940 438 2978 429.7 2995 429.7 3005 GR� - 438 .3024 444 3035 446 3070 448 3082 450 3003 OR' 452 3098 454 3111 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERSANK DATA FROM TRINITY TOPO, RT. OVERHANX DATA PROW CITY OF COPPELL TO X1 4 22 2932 3035 35 50 50 OR 450.8 2145 448._. 2172 446 - 2179 444 2184 444 2202 OR 446 2212 348 2220 450 -2447 452 -- 2810 452.8 2870 OR 452 2932 450 3940 438 2978 429.7 2995 429.7 3005 OR 438 3024 444 3035 446 3105 448 3112 450 3120 OR 452 3130 454 3144 CHANNEL .SECTION TAKEN FROM CORPS STAFF STUDY - LT. GVERBANK DATA FROM TRINITY TOPO, RT. OVERSAW DATA FROM CITY OF COPPELL TO Y - V 24 ,",2947 .1054 1 50 50 - "- .5 _ .,40.8 2165 448 - 2192' 446 2199 444 2204 ` 444" '� "-2222 -. ,, Gw 446 2232 448 2240 450 2490 452 2835 452.! ,�, 2893 OR. ..452 2947 ; 438 2977 429.8 2995 429.8 3005 431 = - :.3025' OR 446 3045 448 3050 450 3054 450 3160 _448 "3278 X450 3210 X 452 3223 .454 3240.. CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM PROPOSED CONDITION ADJUST 'n' VALUES TO REFLECT PROPOSED CONDITIONS INEFFECTIVE FLOW ADDED IN RT. OVERBANK 1 CHANNEL SECTION TAKEN PROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. GVERBANK DATA FROM PROPOSED CONDITION ADJUSTED 'n' VALUE TO REFLECT PROPOSED CONDITIONS INEFFECTIVE FLOW ADDED IN RT. OVERBANK QT 12SEP99 14:59:29 14502.3 NH PAGE 3 NH 6 .035 2950 .045 3050 .045 3082 .04 3094 .015 NH 3298 .040 3345 X1 7 21 2968 3063 175 100 160 X1 6 24 2950 3060 1 100 80 455 X3 GR 450.8 2412 444 2435 444 2464 3082 455 450.7 2795 OR GR 450.8 2205 448 2232 446 2239 444 2244 444 2262 GR 446 2272 448 2280 450 2530 452 2880 452 2950 GR 438 2977 429.8 2995 429.8 3005 438 3025 446 3038 OR 448 3043 450 3050 452 3060 451 3082 442 3109 OR 442 3283 451 3310 452 3329 456 3345 CHANNEL SECTION TAKEN PROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. GVERBANK DATA FROM PROPOSED CONDITION ADJUSTED 'n' VALUE TO REFLECT PROPOSED CONDITIONS INEFFECTIVE FLOW ADDED IN RT. OVERBANK QT 4 8340.4 9670 10277.6 14502.3 NH 6 .035 2968 .045 3052 .045 3087 .04 3099 .015 NH 3328 .040 3384 X1 7 21 2968 3063 175 100 160 X3 3103 455 GR 450.8 2412 444 2435 444 2464 450 2482 450.7 2795 OR 452 2900 452 2968 438 2983 430 2995 430 3005 GR 438 3017 446 3038 448 3045 450. 3052 452 3063 OR 451 3087 442 3114 442 3313 451 3340 452 3368 GR 456 3384 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA PROM PROPOSED CONDITION 'n' VALUE ADJUSTED CL STATION= 3000 QT 4 8372.1 9891.9 10622.9 15848.8 NC .035 .045 .045 X1 9 19 2960 3052 340 460 460 GR 451 2418 450 2433 448 2444 446 2456 446 2481 GR 448 2493 450 2523 450.6 2668 450 2560 438 2987 GR 430.5 2995 430.5 3005 438 3013 446 3052 448 3087 GR 450 3114 452 3130 453 3134 456.5 3155 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM PROPOSED CONDITION OT 4 8654.4 10685.2 11630.4 18293.7 XS 10 24 2936 3058 250 80 150 GR 451 2320 450 2336 448 2350 446 2358 446 2372 GR 448 2388 450 2495 450.8 2665 452 2828 452.5 2892 GR 452 2936 450 2948 438 2985 430.6 2995 430.6 3005 GR 438 3015 446 3040 448 3043 450 3058 450 3058 GR 448.2 3065 448.2 3120 453 3139 456 3157 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY -- LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVEREANK DATA FROM PROPOSED CONDITION 'n' VALUE ADJUSTED PENA CROSS - SECTION 18440 REMOVED (MORRISON) - 1 12SEP99 14:59:29 PAGE 4 QT 4 8973 11588.4 12776 21088.9 NC .035 .035 .045 XS 11 20 2910 3055 190 140 190 OR 451.4 2200 450 2220 448 2235 446 2473 448 2507 OR 450 ' 8697 452 2910 450 2953 438 2987 430.8 2995 OR -430.8 3005 43$ ..3017 446- 3050 448 3053 450 3055 OR` 448 3063 448 3096 448 3155 453 3175 456 3193 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERSAW DATA FROM PROPOSED CONDITION •n• VALUE ADJUSTED INEFFECTIVE FLOW ADDED IN LT. OVERBANK OT 4 10324.5 13880.3 15466.9 26138..7 NC .035 .035 .035 X1 12 27 2860 3078 350 180 185 X3 2170 460 GR 450.6 1880 448 1940 446 1950 446 2000 447.2 2160 G8 446.9 2340 448 2d30 449.3 2510 450 ,4630 450 2640 'GR 449.2 2680 450 2770 451.2 2860 450 ?2098 .438 2940 OR 431 2995 431 3005 438 -3030 446 :3045 -448 3062 OR '450 3070 .452 3078 450 3086 448.2 - 3093 448.2 3113 OR 453 3132 456 .3150 USE PENA CROSS SECTION DATA ON THIS SECTION for the channel portion LT. OVBRBMM DATA FROM TRINITY TOPO, RT. OVERBANR. DATA FROM PROPOSED CONDITION INEFFECTIVE PLOW ADDED IN LT. OVERSAW OT 4 12800 18200 20600 36200 NC .035 .035 .035 X1 13- 24 5510 5909 220 180 230 X3 - 4920 460 OR 458 4210 450 4260 446.7 4340 448 4720 448.3 4950 OR 448.8 5125 450 5290 451.4 5510 448.0 5551.6 431.4 5627 OR 431.4 5767 446 5792 .448 5797 448 5813 446 5819 OR 440 5830 431.4 5845 440 5855 446 5673 448 5878 OR 450 5883 452 5909 4S3' 5913 455 5925 - USE FEMA CROSS SECTION DATA ON THIS SECTION for the channel portion - LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERSAW DATA FROM CITY OF COPPELL TO INEFFECTIVE FLOW ADDED IN LT. OVERBANK, RT. OVERBANK ADJUSTED DUE TO PROPOSED - PENA CROSS - SECTION 19330 REMOVED (NORRISON) ,.. NC .035 .035 .035 X1 14 28 5510 6032 175 200 170 X3 - 4930 460 6042 460 GR 458 - 4250 450 _'.,,430D. 446.7 4380 447.5 4820 448 4970 OR '- 449..6 - 8300 450 -' 3430 '. 451.3 .5510 450 5553 431.7 5617 OR 431,7 5777 446 - '3850 - 448 -" 5858 4SO 5862 452 5872 Off:- 452- - 5910 450 5919' 448 5925 -446 5932 436 5975 GR 440 5980 '446 6004 .448- 5016 430 6024 452 6032 OR '452 6370 452 6730 453 6730 X- SECTION REPEATED 12SEP99 14:59:29 - PAGE NC .035 .035 .040 - - X1 19647 28 5510 6032 240 263 240 X3 4930 460 6195 460 OR 458 4250 450 4300 446.7 4380 447.5 4820 448 4970 OR - 449.6 5300- 450 5430 4 %.3- 5510 450 5553 431.7- 5617 OR 431.7 5777 446 5650 448 5858 450 5862 452 5872 OR 452 5910 "' 450 5919 ..448 5925 446 5932 436 5975 OR -440 5980 - 446 6,#Q4 448 6016 450 6024 452 6032 OR 45.2 6370 452 'E30 ' 45,3 6730 _.. 3 Ilea+ 14- =M4rw'� OR 454 6390 455 6410 455 6510 450 6610 450 6620 OR 440 6640 433.3 6660 440 6680 450 6700 454 7000 OR 453 7070 454 7239 454 7240 450 7280 455 7350 OR 460 7470 470 7550 NR 5 0.055 5260 0.035 5510 0.055 6340 0.035 6940 0.055 NH 12560 X1 24400 43 5260 6940 130 230.550 X3 5260 470 6940 470 OR 465 1000 460 1040 457.5 1090 459.5 1140 452 1200 OR 452 1240 457 1270 452 1340 450.5 1540 450 1700 OR 450 1940 449 2200 450 2790 450 3250 451 3340 OR 452 3870 451 4090 451 5000 452 5220 459.5 5240 OR 459.2 5260 452.3 5280 452 5310 433.5 5365 433.5 5445 OR 451.5 5510 453 5600 456.5 5950 453 6340 446 6490 OR 431.5 6640 452 6820 456 6940 457.8 7120 459 7430 OR 459.9 7670 458 9020 457.5 9240 458 9440 458.5 9940 OR 457 11240 457.5 12240 458 12560 1 12SEP99 14:59:29 PAGE 8 NC. .055 .055 .035 .100 .300 NH 5 .055. 4188.16 .035 4424.38 .055 5060 .035 5200 .055 NH 6690 X1 24700 53 5060 5200 4510 80 350 X3 4187.0 470.0 5200.0 470.0 OR 465.0 1000.0 462.0 1120.0 462.0 1140.0 460.0 1230.0 460.0 1300.0 OR 457.0 1410.0 455.0 1550.0 454.0 1650.0 453.0 1870.0 452.0 2080.0 OR 451.0 2180.0 450.0 2260.0 451.0 2630.0 451.0 2910.0 451.0 2980.0 OR 452.0 3180.0 452.0 3340.0 452.0 3530.0 453.0 3800.0 453.0 4000.0 OR 453.0 4110.0 453.0 4188.16 435.04 4260.0 435.04 4350.0 453.63 4424.38 OR 454.0 4450.0 455.0 4480.0 455.0 4510.0 - 454.0 4780.0 454.0 4800.0 OR 455.0 4850.0 451.0 5000.0 451.0 5060.0 440.0 5140.0 433.9 5155.0 OR 440.0 5170.0 456.0 5200..0 456.3 5260.0 456.6 5300.0 456.9 5400.0 OR 457.0 5630.0 458.4 5800.0 459.0 5900.0 459.4 5970.0 459.7 6050.0 OR 459.9 6140.0 459.0 6360.0 458.5 6410.0 458.3 6480.0 458.7 6500.0 OR 459.2 6580.0 460.0 6670.0 462.0 6690.0 - NC 0.055 0.065 0.035 0.100 0.300 X1 25530 90.0 2495.2 2742.67 700.0 560.0 700.0 X3 2494.0 470.0 2742.67 470.0 OR 469.5 500.0 460.5 600.0 455.6 700.0 452.9 800.0 450.4 900.0 OR 449.9 1000.0 451.1 1100.0 450.6 1200.0 451.3 1300.0 450.8 1400.0 OR 451.0 1500.0 451.4 1600.0 451.6 1700.0 451.5 1800.0 452.7 1900.0 OR 453.1 2000.0 453.4 2100.0 454.2 2200.0 454.3 2300.0 455.0 2400.0 OR 455.33 2495.2 436.63 2570.0 436.63 2627.2 434.5 2630.0 434.4 2670.0 OR 454.8 2742.67 453.5 2780.0 454.0 2820.0 470.0 2820.0 470.0 2880.0 OR 455.0 2880.0 454.7 2905.0 454.7 2935.0 455.3 2965.0 470.0 2965.0 OR 470.0 3020.0 456.5 3020.0 456.5 3030.0 470.0 3030.0 470.0 3090.0 OR 456.8 3090.0 456.8 3100.0 470.0 3100.0 470.0 3160.0 456.8 3160.0 OR 456.9 3170.0 470.0 3170.0 470.0 3240.0 457.8 3240.0 457.8 3250.0 OR 470.0 3250.0 470.0 3315.0 457.9 3315.0 457.9 3325.0 470.0 3325.0 OR 470.0 3385.0 457.8 3385.0 457.8 3395.0 470.0 3395.0 470.0 3455.0 OR 458.1 3455.0 458.1 3465.0 470.0 3465.0 470.0 3525 .0 457.2. 3525.0 OR 457.2 3540.0 470.0 3540.0 470.0 3590.0 457.0 3590.0 455.9 3620.0 OR ' 455.9 3650.0 456.9 3680.0 470.0 3680.0 470.0 3750.0 457.6 3750.0 OR 457.6 3765.0 470.0 3755.0 470.0 3825.0 458.0 3825.0 458.0 3840.0 OR 470.0 3840.0 470.0 3905.0 458.4 3905.0 458.4 3920.0 470.0 3920.0 OR 470.0 3980.0 458.7 3980.0 458.7 4000.0 470.0 4000:0 470.0 4600.0 X1 25770 70.0 2495.2 2780.0 240.0 240.0 240.0 X3 2494..0 470.0 GR 469.5 500.0 GR 449.9 1000.0 GR 451.0 1500.0 GR 453.1 2000.0 OR :455.33 2495.2 GR .456.0 2780.0 OR ' 456.8 2940.0 GR ".' 470.0 3010.0 GR 470.0 .3145.0 GR 457.6 3210.0 1 454.2 2200.0 454.3 125EP99 14:59:29 GR 457.8 3300.0 GR 470.0 3370.0 GR 470.0 3490.0 GR 457.1 3540.0 QT 4 13300 NH 5.00 0.055 NH 5200 .055 X1 26830 42.0 X3 470.0 3060.0 GR 464.9 550.0 GR 451.7 1000.0 GR .452.8 1500.0 GR 453.3 2000.0 . GR 455.9 2500.0 GR .456.91 2818.65 GR 436.5 3062.0 GR 442.0 3500.0 GR 461.9 5100.0 NH 5.000 0.055 NH 5100 -470.0 xi 28680 40.0 X3 3370.0 470.0 OR 466.0 1019.0 - GR 460.1 1400.0 OR 455.6 18011.0 OR 455.4 2300.0 GR 457.61 2609.7 GR... .435.3 2900.0 OR 456.0 3180.0 GR 452.0 3720.0 QT 4 13300 NH 5 0.06 NH 5400 2619.58 %1 28870 36 X3 0.035 3100.00 GR .470 900 GR . 454 2000 GR 457 2319 GR .457.2 2521.8 'GR 459.3 2750 GR 452 3270 OR 456 4850 OR 473 5400 ' 1288P99 14 <58:29 2494..0 470.0 2780.0 470.0 460.5 600.0 455.6 700.0 452.9 800.0 450.4 900.0 451.1 1100.0 450.6 1200.0 451.3 1300.0 450.8 1400.0 451.4 1600.0 451.6 1700.0 451.5 1800.0 452.7 ,1900.0 453.4 - .2100.0 454.2 2200.0 454.3 2300.0 455.0 ' 2400.0 436.73 - ..3570.0 436.77 - 2650.0 434.6 2960.0 - 434.6 '.2710.0 456.8 2845.0 470.0 ' 2845.0 470.0 `.2920.0 - 456.8 2R20.O -470.0 2940.0 .470.0 I: 2990.0 456.8 2990.0 .`456.8 3010.0 470.0 3060.0 456.8 - 3060.0 457.2 .3¢95.0 .470.0 3095.0 457.2 3145.0 457.6 3165.0 - -470.0 3165.0 470.0 3210.0 457.8 3930.0 470.0 .3230.0 410.0 3280.0 457.8 3280.0 - PAGE 9 470.0 3300.0 -470.0 3350.0 457.8 3350.0 457.7 3370.0 470.0 3420.0 :457.7 3420.0 457.3 3440.0 470.0 34,40.0 457.3 3490.0 .457.1 3510.0 470.0 3510.0 470.0 3540.0 456.0 3555.0 456.0 3590.0 ' 459.6 3600.0 470.0 -. 4360.0 18900 21300 36200 2619.58 0.035 2818.65 0.055 2900.00 0.035 3100.00 0.055 2619.58 3100.0 1030.0 960.0 1050.0 2619.58 470.0 5200.0 470.0 461.9 600.0 459.1 700.0 455.9 800.0 452.9 900.0 451.3 1100.0 .. 451.2 1200.0 450.9 1300.0 ..451.1 14.00.0 452.8 .1600_0 452.4 1700.0 453.2 1600.0 453.1 ':1.900..0 .454.2 2100.0 454.4 2200.0 455.3 2300.0 - 456.0 2400.0 457.6 2600.0 457.35 2619.58 436.74 2702.0 436.74 2738.0 457.8 2900.0 451.6 3000.0 '448.7 3005.0 436.3 3027.0 452.0 3100.0 454.0 3200.0 452.0 3230.0 452.0 3290.0 442.0 3650.0 442.5 3920.0 454.3 4000.0 460.0 - .4250.0 465.0 5200.0 _ 2416.98 0.0350 2609.7 0.0550 2700.0 0.035 2941.0 0.055 2417.0 2943.0 850.0 1000.0 900.0 2417.0 470.0 5100.0 470.0 463.3 1100.0 .463.2 1200.0 460.0 1245.0 461.5 1300.0 459.9 1500.0 459.2 1600.0 458.0 1659.0 457.1 1700.0 453.1 1900.0 453.5 2000.0 455.5 2100.0 456.3 2200.0 455.8 2400.0 455.94 2416.98 437.18 2492.0 437.18 2528.0 457.7 2700.0 456.1 2800.0 453.3 2838.0 435.2 2865.0 458.4 2941.0 456.2 2 %3.0 458.3 3060.0 457.4 3100.0 454.0 3400.0 452..0 3500.0 452.0 3620..0 452.0 3680.0 452.0 3900.0 460.0 4150.0 460.7 5000.0 464.9 5100.0 18900 21300 36200 - 2319 0.035 : 2521 - 0.D6 2580 0.045 :750 0.055 2319 2810 _610 9DO "-610 2319 .470 5400 470 - 460 14195 : 456 1695 456 1790 454 3930 454.8 2070 453.2 2100 - '457 2140 457 2140 437.5 2397 437.5 2420 431.5 2443 457 2521 454.7 2580 437.6 2600 436.3 2630 451.5 2670 459.3 2810 458 3010 456 3090 454 3200 452 3300 452 4340 452 4520 '454 4680 - 460 4880 -- 461 - .4 4950 - _ 467.3 5010 469.4 - 5210 - -- - - - ,. - ',::PAGE 10 NC 0.1 0.3 NH 5 0.055 2060.73 0.035 2253 0.055 2296 0.035 2440 0.055 m 5100 X1 29610 36 2060.73 2470 654 800 650 X 2055 470 5100 470 GR 470 520 468.5 600 466:8 700 464.6 800 463:8 900 GR 462.2 1000 460.5 1100 457.8 1200 456.5 1300 455.6 1400 OR 454.7 1500 455.5 1600. 456 1700 454.7 1800 454.8 1900 GR 455.1 2000 455.65 2060.73 437.83 2132 437.83 2168 459.15 2253 GR 460 2296 437.4 2356 437.6 2389 458.6 2440 458.7 2470 GR 452 2530 450 2650 449 2790 450 3030 450 3070 GR 450 3140 460 3210 464 3240 465.3 4900 467 5000 GR 470 5100 NH 5 0.055 3445.18 0.035 3642.39 0.055 3756 0.035 3850 0.055 NH 7100 X1 30570 59 3445.18 4020 900 900 900 X 3445 470 7100 470 GR 470.2 1600 468.2 1700 466.8 1800 465.4 1900 463.6 2000 GR 461.8 2100 458.5 2200 458.2 2300 457.5 2400 457.8 2500 GR 456.5 2600 456.2 2700 456.3 2800 455.6 2900 455.8 3000 GR 456.1 3100 456.1 3200 456..6 3300- 457.3 3400 457.43 3445.18 GR 438.23 3522 438.23 3558 459.33 3642.39 459.5 3700 455.9 3756 GR 439.8 3778 439.8 3812 456.7 3850 458.2 3870 451.4 3884 GR 455.5 3924 459.2 3940 460 3950 460 4026 450 4150 GR 450 4300 450 4480 460 4600 460.2 5200 460.1 5300 GR 460.1 5400 459.8 5500 459.8 5517 459.1 5600 459.1 5700 GR 459.1 5800 459.6 5900 459.9 6000 459.9 6100 459.7 6200 GR 460.1 6300 460.4 6400 461 6500 462.2 6600 462.9 6700 GR' 464.1 6800 465.4 6900 467.6 7000 470.1 7100 NC .055 .055 .035 X1: 31230 71 3387 3837 620 700 620 X3 3387 470 7100 470 GR 464.9 1000 466 1100 463 1200 463 1300 463.2 1400 GR 462.5 1500 463 1600 462.6 1700 462.4 1755 462.3 1770 GR 462.2 1800 462.1 1819 462.1 1834 461.3 1900 460.1 2000 GR 459.6 2100 459 2]00 459.4 2272 458.4 2800 457.9 3154 GR' 457.9. 3213 457.9 3234 458.4 3300 459.79 3367.03 438.55 3472 GR 438.55 3508 457.196 3582.58 456 3614 438.6 3646 438.1 3661 GR 438.5 3672 459.4 3708 460 3800 460.8 3837' 460.3 3869 OR 459.4 3904 459.7 4000 459.1 4100 458 4200 457.5 4236 GR 456 4260 454.8 4276 455.1 4300 455.4 4400 456.9 4500 GR 457.1 4600 458.7 4700 459..8 4800 459.8 4900 460.2 5000 GR 460.2 5100 460.3 5200 461, 5300 460.1 5400 460.3 5500 GR 460.4 5600 460.3 5700 460 - 5800 460 5900 460.8 6000 GR 460.4 6100 460.5 6200 460.6. 6300 460.8 6400 461.3 6500 GR 461.8 6600 462.4 6700 464.4 6800 465.6- 6900 467.6 7000 GR 470 7100 1 12SEP99 14:59:29 PAGE 11 NC .055 .055 .035 X1 32150 40 3400 3525 900 950 920 X3 3040 470 6180 470 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 - , OR 461.5 3300 460.5 3400 437 . 3421 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 410 6380 NC .055 .055 .015 .3 .5 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 X3 3050 470 5734 470 -. BT -9 3380 465 463 3552 465 463 3600 466 0 BT 0 3740 464 0 3880 463.6 0 3960 464 0 BT 0 4190 466 0 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 3000 .462 3280 GR 465 3380 460 3381 461.5 3340.5 450 3425 446.5 3432 GR 463 3432.01 463 3434.99 445 3,435 435 3 55 435 3475 GR 445 3495 463 3495.01 4.63 3497.99 446.5 3 98 450 3505 OR 461.5 3539.5 460 3550 4165 3552 466 3600 464 GR 463.6 3880 ` 464 3960 466 4190 466.9 4340 465.4 .3740 4340 OR 463.5 4340 .452.8 .4365 463.4 .4365 465.4 4366 450.7 4366 OR 449.9 4380 451.5 4389 45S.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 4#5.1 4634 464 4734 463:2 4834 463.5 ..4934 GR 464.4 5014 466 5934 X1 32230 50 50. -50 92 - 1 X3 -: 3050 470 6180 470 OT 4 9400 13200 14900 36200 NC .055 .055 .045 1 -, .1 ..3 X1 32250 41 3400 .3535 1 c1 - X3 - 3040 '470 6180 470 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 3100 OR 461.5 9300 661.5 -3300 .460.5 -3400 -437 3427 ' 437 1440 GR 437 3470 - 437 - 458 3475 :437 3469 447 3505 460 OR 461.5 3650 .. .3520 X459 :3980 '458 `4940 56 .4280 GR - 456 .4350 . 452 4350 453.5 4380 AS7.5 4400 - 458 OR 461 4720 461 8100 462 .$200 :462 5460 - 464 ,4520 5800 1 . ' 12SEP99 14:59:29 PAGE 12 GR 470 6180 NH 6 .05 1323 .055 1740 .. .06 1110 ,045 2325 ',.055 NH 3570 - .05 4000 %i 32305 53 2110 2325 55 55. 55 GR 470 50 470 50 4.70 60 470 50 470 50 OR 467 50 466 135 465 -. 220 - -. 465 1323 461 113S M 461 1740 461 1740 461 1749 X 462 3625 40 1 '" QR "464 1975 .465 465 2319 -464 2195 443 21'46 OR '460 2160 455 450 3204 445 2218 440 2225 GR BR 437.7 -455 223,2 43 a 2239 .440 2145 445 2253 450 2263 2261 480 2325 1"61 3050 460 3140 459 3180 GR 458 3200 457 3218 455 3265 "452 3283 431 3189 OR 451 3292 452 3368 455 3329 459 3350 460 3360 GR 461 3369 462 3800 461 3570 462 3910 463 3930 GR 464 3940 465 3970 470 4000 '°4 r^."__2 [ r -. n I r r [' r°-- -v [".' r'. - '7 �: ^"S r C t '1 E= Mn [ .045 6070 .035 6217 .055 6190 CROSS SECTION COPIED FROM 19930 HE 6 .045 5704 .035 5996 NH 6247 .04 6410 1160 449 ET 449 5208 7350 2.1 450 7.1 5208 X1 19770 55 57" 6217 123. X3 0 0 0= 5408 470 GR 454.3 1000 460 1040 448 GR 448 1220 448 1310 449 GR 449 1530 447.2 1900 447 GR. 447 2540 447 3070 446.3 OR 445 3370 446. 3380 447 OR 447 4090 448 4150 448.5 GR 448.5 5130 448.5 5400 448.5 OR 432 5770 432 5930 448.5 GR 437 6110 432. 6130 437 GR 446 6277 446 6287 446 OR 446 6396 447 6396.1 447 CHANGED DISTANCE TO MATCH MEASURED TOPO 3240 ME 6 .045 5704 .035 5996 - NE 6247 .04 6545 448.5 4660 ET 4960 5208. 7350 2.1 5700 7.1 $208 X1 19930 55 5704 6217 160 X3 0- 0 0 5408 470 GR. 454.3 1000 450 1040 448 GR 448 1220 448 1320 449 GR. 449 1530 447.2 1900 447 GR- 447 2540 447 3070 446.3 GR.- 445 3370 446 3380 447 GR 447 4090- 448 4150 448.5 GR 448.5 5130 448.5 5400 448.5 OR 432 5770 432 5930 448.5 OR 437 6110 432 6130 437 OR 449 6277 449 6287 449 GR 449 6516.1 449 6531 449 ORIGINAL SECTION 19930 MOVED 30FT TO WEST PROPERTY LINE NH 5 .045 5704 .035 5996 NH 7350 451.5 2000 450.8 2255 ET 5208 7350 2.1 7.1 5208 1 12SEP99 14:59:29 .045 6070 .035 6217 .055 6190 30 95 149 123 0 0 0 6373 470 6442 470 1160 449 1190 449 1210 1330 450 1460 450 1520 2170 446.2 2280 446.4 2420 3240 446 3350 445 3360 3460 447.5 3750 447 4070 4300 448.5 4660 448.5 4960 5600 448.5 5700 448.5 5704 5996 448.5 6050 448.5 6070 6150 452 6217 452 6247 6308 446 6361 446 6381 6401 452 6401.1 454.32 6410 .045 6070 .035 6217 .055 6190 4150 448.5. 4300 448.5 153 160 4960 OR 448.5 6434 470 5400 448.5 5600 1160 449 1190 449 1210 1330 450 1460 450 1520 2170 446.2 2280 446.4 2420 3240 446 3350 445 3360 3460 447.5 3750 447 4070 4300 448.5 4660 448.5 4960 5600 448.5 5700 448.5 5704 5996 448.5 6050 448.5 6070 6150 452 6217 452 6247 6308 449 6346 449 6516 6536 452 6536.1 454.32 6545 .045 6070 .035 6190 .055 6190 1040 2525 2.1 - 7.1 1040 PAGE 6 X1 20025 53 5704 6190 95 30 95 X3 0 0 0 5408 470 6442 470 OR 454.3 1000 450 1040 448. 1160 449 1190 449 1210 OR 448 1220 448 1320 449 1330 450 1460 450 1520 GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 OR 447 2540 447 3070 446.3 3240 446 3350 445 3360 OR 445 3370 446 3380 447 3460 447.5 3750 447 4070 GR 447 4090 448 4150 448.5. 4300 448.5 4660 448,5. 4960 OR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 OR 432 5770 432 5930 448.5, 5996 448.5 6050 448.5 6070 OR 437 6110 432 6130 437 6150 453 6190 453 6220 OR 452 6440 452 6520 450 6760 450 6900 452 6950 OR 454 7100 456 7250 458 - - 7350 NC .055 .055 .035 .1 .3 &T 1040 2525 2.1 - 7.1 1040 1580 X1 20980 20 1040 1413 775 415 630 X3. 0 0 0 1040 470 1580 453.7 GR 452 1000 458 1035 458.1 1040 458 1045 432.3 1152 GR 432.3 1312 435 1365 440 1385 450 1413 451 1420 GR - 452 1432 452.7 1580 452 1711 451.5 2000 450.8 2255 r°-R1 GR 452 2405 454 ET 1040 2525 2.1 XI 20990 23 1040 X3 0 0 0 OR 452 1000 458 OR 432.3 1312 435 SB 452 1432 452:.1 OR 454.6 1557 455.5 OR 456 2460 458 ET 1048 2600 2.1 X1 21260 26 1648 X3 0 0 0 OR 452 1000 458 OR 432.5 1314 450 OR 433 1480 435 OR 453.6 1552 448.85 OR 455.9 2335 456 OR 460 2600 ET 1061.. 2570 2.1 Xl 21635 23 1061 X3 0 0 0 OR 452 1000 458 GR. 433.7 .1340 435 OR 451.5 1573 454.6 OR 454.9 1630 455 OR 456 2422 458 ET 1061 2570 2.1 1 12SEP99. 14:59:29 - X1 21645 18 7C3 0 0 GR 452 1000 43 3.7 1340 452 1800 ,GR 456 2422 lm 5 05 718 6760 ET 5094 6780 X1_ 22370 28 X3 0 0 GJt 460 1000 GR 450 2950 GR - ..450.5 4970 OR 432-.5 ' OR 454.5 ;5460 'OR 457 '6610 .055 ..055 Idi 7.550 _.055 ,zi 23800 -. 52 OR 465 1000 GR 455 1440 0R ASO 2110 OR., 450 3350 . 451 ` 4140 . . 5p0.. `GR 452 569448 1061 0 458 435 452 458 1300 2.1 5094 0 449 450 450.5 435 454 459.5 2440 !1413 1040 2035 1365 1457 2000 2480 1522 1048 1042 1382 1500 1571 '2430 1468 1061 1055 1370 1584 1640 2530 1408 1 -061 1055 1370 1800 2530 .06 5460 5094 1300 3670 5094 5 5870 6630 .035 .1 5468.04 .035 -6610 7000 5467 q60 1110 a'�a 2480 4$D ,;590 3410 450;.4 4190 01 5380 45a s�e26 456 2460 458 2480 460 .2525 7.1 1040 1538 10 -. 10 to - - .470 1457 452.1 458.1 1040 458 1045 432.3 1152 440 1385 450 1413 451 1420 448.1 1473 448.1 1483 454.1 1547 455.8 2255 455 2405 455 2440 460 2525 7.1 1040 1522 380 390 780 470 1522454 .458.4 1048 458 1054 432.5 1148 455.5 1403 -' 450 1425 433 1455 .440 1510 - 454 1522 - 454 1$33 446.85 1581 455.6 1635 455.6 1700 456 2445 456 2495 458 2563 7.1 1040 1407 - - 340 400 340 470 1458 454.8 458.6 1061 458 1067 433.7 1165 454 1408 454.8 1458, 451.5 1411 454.1 1594 454.1 1596 454 1600 455.8 2100 455 2290 455 2355 460 2570 7.1 1040 1407 PAGE 7 10 : ,. 10 - 10 .. 470 1528 455.8 - 458.6 1061 458 '1067 433.7 1165 454 5408 455.8 1520 454 1600 451.8 "2100 - 452 2290 454 2155 460 '2570 5094 .035 5460 .055 6610 405 7.1 -5094 5460 880 . 480 880 470 5460 454.5 449 1750 "448 1950 - 448 2550 449 4010 448 4070 449.5 4370 434.04 5160 434.04 5220 434.04 5280 445 .3:360 446 5360 452.7 '5405 452.5 �G310 452 6480 453.5 466 "6780 .0550 .3 - .. .. 5694.28 .055 ' .035 7000 .055 7720 660 ' 3430 - t *70 7000 454 - 457 ,1,190 456 1280 455 1340 9- 1860 1 3m 2w - .: 3260 49ff 451:. -:3440 451 3540 451 3630 451 4240 451 4380 450.6 AM 451.4,'1 546 434.:.68 S535 434;68 5625 454 5940 . 455 5970 455 6310 NH 6 .05 1273 .055 1568 .06 1940 .045 2150 NH 3840 .05 3960 .055 X1 32725 53 1940 2150 - .- 389 520 420 GR 470 _ 0 470 0 470 0 470 0 470 0 OR _ 465 0 464 90 465 '180 465 1273 461 1285 OR 461 1568 453 1592 453 1842 464 1895 464 1895 GR 463 1940 460 1960 455 1981 450 2002 445 2018 GR 440 2025 439 2030 438.2 2040 439 2050 440 2053. GR 445 2070 450 2080 455 2090 460 2124 461 2150 GR 461 2165 461 2500 463 2700 463 2805 460 2885 GR 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 1 12SEP99 14:59:29 PAGE 13 SECNO DEPTH CWSEL CRIWS WSELX EG HV HL OLOSS L -BANK ELEV Q QLOB QCH OROS ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WAN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 1 CCHV= .100 CEHV= .300 'SRCNO .000 - 2096 WSEL NOT GIVEN, AVG OF MAX, MIN USED 3265 DIVIDED FLOW .000 17.54 446.04 .00 .00 446.26 .22 .00 .00 446.00 8340.4 4038.0 4302.4 .0 1624.7 920.9 .0 .0 .0 448.00 .00 2.49 4.67 .00 .035 .045 .000 .000 428.50 779.81 .001006 0. 0. -0. 0 0 13 .00 1000.06 2050.19 'SECNO 1.000 3265 DIVIDED FLOW 1.000 18.40 447.30 .00 00 447.41 .11 1.14 .01 448.00 8340.4 5510.4 2830.0 .0 2353.6 894.8 .0 74.2 25.6 452.00 .13 2.34 3.16 .00 .035 .045 .000 .000 428.90 650.23 .000881 850. 1700. 870. 2 0 0 .00 1385.24 3038.26 'SECNO 1.100 3265 DIVIDED FLOW 1.100 19.45 448.55 .00 .00 448.88 .33 1.40 .07 450.00 8340.4 2949.7 5390.7 .0 1065.7 1011.4 .0 143.5 51.3 450.00 .21 2.77 5.33 .00 .035 .045 .000 .000 429.10 360.12 .001551 890. 1570. 1330. 2 0 0 .00 942.55 2055,54 'SECNO 2.000 3265 DIVIDED FLOW 2.000 20.14 449.44 .00 .00 449.84 .39 .94 .02 452.00 8340.4 2344.6 5995.8 .0 649.7 1090.9 .0 167.8 57.0 450.00 .24 3.61 5.50 .00 .035 .045 .000 .000 429.30 1073.34 .001446 250. 800. 680. 2 0 0 .00 528.29 2055.29 1 _ 12SEP99 14:59:29 PAGE 14 SBCNO DEPTH CWSEL CRIWS WSELK SO HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XML XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOSR ITRIAL IDC ICONf CORAR TOPWID ENDST •SECNO 3.000 3265 DIVIDED FLOW - 3.000 20.18 449.88 .00 .00 450.35 .46 .49 .02 452.00 8340.4 1209.7 6562.2 568.5 390.4 1100.3 215.3 181.0 59.9 444.00 26 3.10 5.96 2.64 .035 .045 .055 .000 429.70 2131.S2 .001362 230. ,380. 385. 2 0 0 .00 340.92 3092.36 •SECNO 4.000 - - 3265 DIVIDED FLAW 4.000 20.36 450.06 .00 .00 450.42 .35 06 .01 452.00 8340.4 1361.4 5999.6 979.5 514.8 1117.5 384.4 183.0 60.3 444.00 .26 2.64 5.37 2.55 .035 .045 .055 .000 429.70 2152.10 .001090 35. 50. 50. 2 0 0 .00 506.45 3120.32 •SECNO 5.000 3265 DIVIDED FLOW 5.000 20.25 - 450.05 .00 .00 450.50 .45 .05 .03 452.00 - 8340.4- 1518.9 6717.8 103.6 512.1 1151.8 79.2 184.6 60.5 450.00 26 .2.97 5,83 1.31 .035 .045 .055 .000 429.80 2172.27 .001383 1. 50. 50. 2 0 0 .00 584.79 3210.30 1490 ME CARD USED •SECNO 6..000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3082.0 TYPE= 1 TARGET- 3081.999 6.000 20.31 450.11 .00 .00 450.60 .49 .09 .01 452.00 8340.4 1616.0 6664.4 .0 535.1 1089.8 .0 186.7 60.9 452.00 ..27 3.13 6.12 .00 .035 .045 .000 .000 429.80 2211.60 .001527 1 80. 100.. 1 0 0 .00- 435.54 3050.58 .. 12SEP99. 14:55 :29 " _ PAGE 15 SECNO ..- DEPTH CWSEL CRIWS lwSELK -RS HV.... HL .. OLOSS L -BANK EPb Q QLOB QCH QROB ALOB <Am AR08 VOL TWA R -BANK SIX TIME VLOB VCH :VROR XK6 INCH _ - XNR .. W1N ' Ei14IN SSTA SLOPE... XLOHL XLCLL .XLOBR .,...ITRIAL 3MC Iccur COMA Tomb ENDST 1490 NH CARD USED L 1=3 L C= 1 L r2n C L L r mn t'" R! L-773 (° f L^ 'SECNO 7.000 3266.*VTDED FLOW 3470 CRIONT STATIONS= .0 3103.0 TYPE= 1 TARGET= 3102.999 000 20.25 450.25 .00 .00 450.98 .73 31 .07 452.00 8340.4 1828.1 6298.9 213.4 319.6 877.7 31.5 192.1 62.3 452.00 .27 5.72 7.18 6.78 .035 .045 .015 .000 430.00 2413.86 .002397 175. 160. 100. 2 0 0 .00 276.70 3103.00 'SECNO 9.000 3280 CROSS SECTION 9.00 EXTENDED .39 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.42 9.000 20.89 451.39 .00 .00 451.73 .35 .71 .04 450.00 8372.1 2044.9 5715.9 611.3 828.6 1049.0 226.0 208.1 66.5 446.00 30 2.47 5.45 2.70 .035 .045 .045 .000 430.50 2418.00 .001206 340. 460. 460. 2 0 0 .00 707.13 3125.13 'SECNO 10.000 3265 DIVIDED FLOW 3280. CROSS SECTION 10.00 EXTENDED .64 FEET 10.000 21.04 451.64 .00 .00 451.95 .31 .21 .00 452.00 8654.4 2229.0 5834.1 591.3 786.3 1142.3 230.3 216.9 69.9 450.00 .31 2.83 5.11 2.57 .035 .045 .045 .000 430.60 2320.00 .001302 250. 150. 80: 2 0 0 .00 654_41 3133.61 'SECNO 11.000 3280 CROSS SECTION 11.00 EXTENDED .61 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.62 1 12SEP99 14:59:29 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK SO HV HL OLOSS L -BANK ELEV Q QLOB QCH QROE 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 11.000 21.21 452.01 .00 .00 452.12 .10 .15 .02 452.00 8973.0 4209.2 3752.2 1011.6 1952.1 1232.1 425.7 229.1 73.3 450.00 .33 2.16 3.05 2.38 .035 .045 .035 .000 430.80 2200.00 .000533 190. 190. 140. 2 0 0 .00 971.06. 3171.06 -SECM0 12.000. 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO : 1.82 34ZO MCROACHMENP STATIONS= 2170.0 3150.0 TYPE- 1 TARGET- - 2170.000 ELENCL= 460.00 ELENCR= 100000.00 12.000 21.10 452.10 00 .00 452.20 .10 .08. 00 451.20 10324.5 3478.1 6666.4 180.0 2328.6 2287.8 137.8 255.0 80.0 452.00 .36 1.49 2.91 1.31 .035 .035 .035 .000 431.00 2170.00 - .000212 :350. 185. `''180. 2 0 0 .00 958.43 3128.43 SSl= 13.006 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO =. 1.84 3470 ENCROACHMENT STATIONS- 4920.0 5925.0 TYPE= 1 TARGET- - 4920.000 HV ELENCL- 460.00 ELENCR= 100000.00 460.00 - QROB ALOB ACH .-14.000 13.000 20.76 452.16 .00 .00 452.23 .07 .03 .00 451.40 .12800.0 1278.7 11521.3 .0 1529.2 5157.9 .1 264.7 85.0 452.00 .39 .84 2.23 .00 .035 .035 .035 '_ 431.40 4920.00 .000096 220. .230. 180. 1 0 0 .00 989.67 5909.67 vFgR biCRO�D: 3470, ENCROACHMENT STATIONS= 4930.0 6042.0 TYPE. 1 TARGET= 1112.000 HV ELENCL= 460.00 ELENCR= 460.00 - QROB ALOB ACH .-14.000 - 20.49 452.19 - .00 -= .00 452.25 .05 .01 .00 12800.0 1364.3 11435.4 .2 1720.4 6051.6 1.9 313.1 89.2 .42 .79 1.89 .12 .035 .035 .035 .000 431.70 ,-;000077 175. 170. 200. 0 0 0 .00 1112.00 1. 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS WSELX EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN 91AWIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID • SECNO 19647.000 3470 ENCROACHMENT STATIOUP- :. 4930.0 6195:0 TYPE= 1 TARGET= 1265.000 ELENCL- 460.00 ELENCR- 460.00 .,19647..000 , ,,+20.52 452.22 .00 .00 452.27 .05 .02 .00 12800.0 1551.4 11243.3 5.3 1738.0 6067.4 35.2 356.1 95.8 46 89 1.85 15 .035 .040 .035 1000 431.70 .000097 240. 240. 263. 0 0 0 .00 1265.00 1490 NN 'CARD USED ., 'SECND 19770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO - 1.41 3470 ENCROACHMENT STATIONS= 5408.0 6373.0 TYPE= 1 TARGET= 965.000 SLENCI= 470.00 ELENCR= 470.00 19770.000 20.23 452.23 .00 .00 452.27 .04 .01 .00 12800.0 607.3 11628.6 564.1 1103.9 6700.2 701.8 379.4 99.0 48 .55 1.74 .80 .045 .033 .040 .000 432.00 -- 000049 123. 123. 149. 0 - 0 : 0 .00 985.00 1490.Mw.CARD.. USED . iSOO,Opo 3470 ENCROACHMENT STATIONS= 5408.0 6434.0 TYPE= 1 TARGET= 1026.000 ��. 470,.00 F.LBNCR- 470.00 159911:0.00 20.24 452.24 .00 .00 452.28 .05 .01 451.30 452.00 4930.00 6042.00 L -BANE ELEV R -BANK ELEV SSTA ENAST 451.30 452.00 4930.00 6195.00 448.50 452.00 5408.00 0373.00 00 448.50 PAGE 17 pnsus 44ea 8+oH0 12800.0 622.5 11865.9 311.5 1108.0 6707.3 568.8 410.3 102.6 452.00 .50 .56 1.77 .55 .045 .033 .040 .000 432.00 5408.00 .000051 160. 160. 153. 0 0 0 .00 1026.00 6434.00 1490 NH CARD USED • SECNO 20025.000 3265 DIVIDED FLAW 3470 ENCROACHMENT STATIONS= 5408.0 6442.0 TYPE= 1 TARGET= 1034.000 ELENCL= 470.00 ELENCR= 470.00 1 12SEP99 14:59:29 PAGE 18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 20025.000 20.24 452.24 .00 .00 452.29 .05 .00 .00 448.50 12800.0 651.7 12147.9 .4 1107.6 6478.2 6.9 427.3 104.5 453.00 .52 .59 1.88 .05 .045 .033 .055 .000 432.00 5408.00 ..000056 95. 95. 30. 0 0 0 .00 835.30 6442.00 CCHV= .100 CEMV= .300 • SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 540.000 ELENCL= 470.00 ELENCR= 453.70 20980.000 19.96 452.26 .00 .00 452.34 .08 .04 .01 458.10 12800.0 .0 12793.6 6.4 .0 5509.1 28.9 524.0 113.7 450.00 .59 .00 2.32 .22 .000 .035 .055 .000 432.30 1068.88 - :.000076 775. 630. 415. 1 0 0 .00 418.92 1487.80 ' SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET= 417.000 ELENCL- 470.00 ELENCR- 452.10 20990.000 19.96 452.26 .00 .00 452.34 .08 .00 .00 458.10 12800.0 .0 12793.3 6.7 .0 5507.0 31.1 525..3 113.8 450.00 59 .00 2.32 .21 .000 .035 .055 .000 432.30 1068,91 .000076 10. 10. 10. - 0 0 0 .00 419.14 1488.05 ' SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET= 474.000 EL 470.00 ELENCR= 454.00 21260.000 19.80 .452.30 .00 .00 452.37 .07 .03 .00 458.40 12800.0 .0 12800.0 .0 .0 6164.9 .0 576.3 117.5 454.00 .65 .00 2.08 .00 .000 .035 .000 .000 432.50 1075.03 .000070 380. 380. 390. 1 0 0 .00 420.45 1520.54 ' SECNO 21635.000 1 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET= 397.000 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TINE VLOB VCH VROB )ML XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT ELENCL =. 470.00 ELENCRa - 454.80 21635.000 18.60 452.30 .00 .00 452.41 .11 12800.0 0 12800.0 : . .0 4791.2 .0 .68 .00 2.67 - . 00 .000 .035 .000 .000108 340. 340. 400. 2 0 0 •SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE- 1 TARGET = ELENCL= 470.00 ELENCR= 455.80 21645;000 18.60 452.30 .00 .00L 452.41- .11 12800.0 .0 12800.0 .0 .0. 4791.5 .0 .68 .00 2.67 .00 .000 .035- .000 .000108. 10. 10. 10. 0 0 0 1490 NH CARD USED *SECHO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR- 454.50 22370.000 19.90 452.40 .00 .00 452.52 .13 12800.0 .0 12800.0 .0 .0 4500.8 .0 .77 .00 2.84 .00 .000 .035 .000' .000131 880. 880. 480. 1 0 0 CCHV- .100 CEHV= .300 1490FNH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS*, 5467.0 7000.0 .TYPE = 1 TARGET* ELENCL= 470.00 ELENCR. 454.00 23800.000 19.25 452.55 .00 .00 452.73 .18 12800.0 10763.5 2036.5 .0 2959.2 1208.3 d0 .86 3.64 1.69 - . 00 .035 .035.000 .000233 720. 1430. 680.2 0 0 1 12SEP99 14:59:29 - SECNO. . ;DEPTH _ CWSEL Q GLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH 1430 Mt CARD USED •SECNO 24400.000 3265 DIVIDED FLOW HL OLOSS L -BANK ELEV VOL TWA R -SANK ELEV WTK ELKIN SSTA CORAR TOPWID ENDST .03 .01 458.60 619.1 120.4 454.00 .000 433.70 1089.98 .00 314.63 1404.61 467.000 00 '.00 08.60 620.2 120.4 45400 .000 433.70 1089.97 .00 314.63 1404.61 366.000 .10 00 450.50 714.0 126.7 454.50 .000 432.50 5094.00 .00 309.85 5403.85 1533.000 WSELK .19 .02 450.00 832.2 139.0 454:00 .000 433.30 546 .00 594.62 6891.40.` CRIWS WSELK EO HV HL GLOSS L -BANK ELEV QROB ALOB ACH AROB VOL TWA R -BANK ELEV VROS XHL XNCH XNR WTN MAIN SETA XLOBR ITRIAL IDC ICONT CORAR TOPWID SHORT PAGE 19 PAGE 20 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.74 3470 ENCROACHMENT STATIONS 5260.0 6940.0 TYPE= 1 TARGBT= 1680.000 ELENCL. 470.00 ELENClt. 470.00 24408.000 21.25 452.75 .00 .00 452.79 .05 .05 .01 459.20 12000.0 .0 12 '.0 .0 7395.0 .0 890.9 146.3 470.00 92 .00 1.73 .00 .000 .033 .000 .000 431.50 5278.71 .000077 130. 550. 230. 2 0 0 .00 803.02 6842.39 CCHV= .100 CEHV= .300 1490 NH CARD USED 'SECNO 24700.000 3265 DIVIDED FLOW 3302 'WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET= 1013.000 HLENCL- 470.00 ELENCR= 470.00 24700.000 18.83 452.73 .00 .00 452.88 .15 .05 .03 451.00 12800.0 9757.4 3042.6 .0 3003.1 1203.4 .0 946.5 152.6 470.00 .96 3.25 2.53 .00 .035 .035 .000 .000 433.90 4189.25 .000202 610. 350. 80. 2 0 0 .00 490.17 5193.86 CCHV= .100 CEHV= .300 `SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET= 248.670 ELENCL= 470..00 ELENCR= 470.00 25530.000 18.41 452.81 .00 .00 453.12 .32 .20 .05 455.33 12800.0 .0 12800.0 .0 .0 2835.9 .0 1003.1 158.4 470.00 1.01 .00 4.51 .00 .000 .035 .000 .000 434.40 2505.27 .000410 700. 700. 560. 1 0 0 .00 230.32 2735.59 1 12SEP99 14:59:29 PAGE 21 .SBCNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV �Q QL.OB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL -XNCH XNR MTN ELNIN SSfA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONF CORAR - TOPWID ENOST •SSCNO 25770.000 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE= 1 TARGET= 286.000 ELENCL= 470.00 ELENCR= 470.00 .25770.000 .18.40 453.00 .00 .00 453.21 .21 .08 .01 455.33 12800.0 .0 12800.0 .0 .0 3480.3 .0 1020.5 159.8 470.00 1.02 .00 3.68 .00 .000 .035 .000 .000 434.60 2504.58 .000249 240. 240. 240. 2 0 0 .00 265.60 2770.18 1490 NH CARD USED •SECN0 26830.000 3265 DIVIDED FLAW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.65 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= 1 .TARGET- 2580.420 ELEWCL= 470.00 ELENCR= 470.00 26830.000 17.04 453.34 .00 .00 453.38 .04 .15 .02 457.35 13300.0 .0 5491.2 7808.8 .0 2914.0 6498.6 1169.2 175.8 452.00 1.22 .00 1.88 1.20 .000 .035 .055 .000 436.30 2635.65 .000098 1030. 1050. 960. 0 0 0 .00 1135.93 3982.79 1490 NH CARD USED *BE= 28080.000- 3265 DIVIDED. FLOW , 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .43 3470 ENCROACHMENT STATIONS= 2417.0 5100.0 TYPE+K. 1 TARGET- 3683.000 ELENCL= 470,00 ELENCR= 470.00 - 2809`0.000 118.12 453:32 -40 �.00 433.64 .32 .18 ".09 470:00 13300.0 - .0 12871.2 428.8 .0 2788.1 598.4 1309.5 197.0 458.40 1.27 00 4.62 .72 .000 .035 .055 .000 435.20 2427.46 .000532 850. 900. 1000. 2 0 0 .00 766.50 3941.22 1 12SEP99 14:59:29 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELX EG HV HL OLOSS L -BANK ELEV low QLOS. QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV VLAB VCH VROS XHL INCH XUR WTN ELNIN SETA - SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED •SECNO 28870.000 3265 DIVIDED FLOW. 3 RNMACHMENJT STATIONS=. 2319.0 5400.0 TYPE= 1 TARGET= 3081.000 470.00 ELBNCR= 470.00 28850:000 '17.48 453.78 .00 .00 , 453.97 .20 .32 .01 457.00 13300.0 0 11162.8 2137.2 0 2888.3 2503.0 1381.3 221.2 459.30 1.33 00 3..86 .85 .000 .038r .055 .000 436.30 2331.89 .000478 610. 610. 900. - 2 0 0 .00 1754.08 4673.34 CCHV= .100 "CEHV = .300 14,50 NH CARP USED •Sb140:,29610.000 326°t"DIVIDED FLOW 3470 $MCROACHMENT STATIONS=, 2055.0 5100.0, TYPE= .I TARGET= 3045.000 ELBR.04= " 470.00 ELENC1W 470.00 2 6� @,000 16.69 45a�b9, .00 _ 45!.24; .15 .26 .01 458.69 33 1 .0 10002.0 3298.0 - 2889.6 - 2645.5 1471.7 245.0 4SB.70 '59 _ 00 „'..;3.46 ::.1.25 ..:.000 .035 - ,;055_ .080" ' 2066.95 .000319"''650. - 650. 800. 2 0 0 .00 940.67 3168.66 L` 4 I1--t I - " f . - I .. I I—" i-n 1=61 =71 f =1 t (_`� CST L CM Q C= t ----7 "7n r7m 1490 MH CARD USED * SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE= 1 TARGET= 3655.000 ELEN:L= 470.00 ELENCR= 470.00 30570.000 16.16 454.39 00 .00 454.62 .23 .35 .02 457.43 13300.0 .0 10710.7 2589.3 .0 2560.0 1689.5 1572.8 262.2 460.00 1.46 .00 4.18 1.53 .000 .033 .055 .000 438.23 3457.34 .000499 900. 900. 900. 2 0 0 .00 727.10 4532.68 1 12SEP99 14:59:29 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WIN ELMIN SETA SLOPE XLOBL XLCN XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3387.0 7100.0 TYPE= 1 TARGET= 3713.000 ELENCL= 470.00 ELENCR= 470.00 31230.000 16.52 454.62 .00 .00 455.07 .44 .39 .06 470.00 13300.0 .0 13300.0 .0 .0 2496.0 .0 1622.4 269.5 460.80 1.49 .00 5.33 .00 .000 .035 .000 .000 438.10 3407.69 .000773 620. 620. 700. 2 0 0 .00 247.85 3699.77 ' SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32150.000 18.08 455.08 .00 .00 456.17 1.09 .91 .19 460.50 13300.0 .0 13181.6 118.4 0 1568.8 76.3 1666.1 273.7 460.00 1.52 .00 8.40 1.55 .000 .035 .055 .000 437.00 3406.22 .001318 900. 920. 950. 2 0 0 .00 149.14 4387.92 CCHV- .300 CEHV= .500 1490 NH CARD USED - 'SECNO 32200.000 - - 3265 .DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD- 463.60 MAX ELLC= ' * "'' ** 3470 ENCROACHMENT STATIONS= 3050.0 5734.0 TYPE- 1 TARGET= 2684.000 1 12SEP99 14:59:29 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELKI - $ 0 HV HL GLOSS L -BANX ELEV 0 QLOB QCH QROS ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH )(MR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELENCL= 470.00 ELENCR= 470.00 32200.000 19.74 454.74 00 .00 456.62 1.88 .05 .39 461.50 .13300.0 .0 12773.9 526.1 0 1143.1 113.0 1667.8 273.9 461.50 1.52 .00 11.17 4.66 .000 .015 .020 .000 435.00 3410.77 ..000821 50. 50. 50. 2 0 0 .00 136.16 4395.14 •SECNO 32230.000 3265. DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD- 463.60 MAX ELLC= •••• <••• 3470 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE- 1 TARGET-- 3130.000 EL@ICL= 470.00 ELENCR= 470.00 32230.000 19.82 454.82 00 .00 456.67 1.84 .04 .01 461.50 13300.0 .0 12762.3 537.7 0 1151.2 115.6 1669.2 274.0 461.50 1.52 .00 11.09 4.65 .000 .015 .020 .000 435.00 3410.53 .000806 50. 50. 50. 2 0 0 .00 136.97 4395.29 CCHV= .100 CERV= .300 •SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE- 1 TARGET- 3140.000 ELSNCL= 470.00. EIXWa= 470.00., 32250.000 19.37 456.37 -. -- AO .00 45641 44 -: 00 14 460.50 9400.0 0 9185.1 214.9 0 1715.3 187.9 2669.3 274.1 440:00 1.52 .00 " 5.35 . 1.36 .000 .045 - .055 .000 437.00 3404.73 .000823 1. 1. 1. - 2 0 0 .00 236.75 4394.41 12SEP99 14:59:29 PAGE 25 SECNO DEPTH CWSEL CRIWS WSELK EG - HV HL OLM L -BANK ELEV Q.. QLOB QCH QROB ALOE ACH AROB ' VOL - TIB1:- R-8ANK ELEV TIME VLOB VCH VROB. XNL )(NCH XNR WIN ELKINN SBTA SI.QFL XLOBL ;. XLCH _ XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED - •SECNO 32305.000 3265 DIVIDEQ.FUM L.' t= 1= EM 1= [ 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .39 32305.000 18.22 455.92 .00 .00 457.13 1.21 .09 .23 465.00 9400.0 .0 8443.3 956.7 .0 918.0 219.6 1671.2 274.3 460.00 1.53 .00 9.20 4.36 .000 .045 .055 .000 437.70 2172.20 .005381 55. 55. 55. 2 0 0 .00 207.79 3333.89 1490 NH CARD USED 'SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.38 32725.000 19.60 457.80 .00 .00 458.03 .23 .79 .10 463.00 9400.0 2721.6 6198.2 480.2 1289.0 1372.3 361.0 1691.3 278.7 461.00 1.56 2.11 4.52 1.33 .060 .045 .055 .000 438.20 1577.61 .000949 380. 420. 520. 2 0 0 .00 649.05 3700.37 1 12SEP99 14:59:29 T1 DENTON CREEK PROPOSED CONDITION SPLIT FLOW T2 WINDSOR ESTATES AND DEFOREST COURT (COPPELL, TEXAS) PIS MODEL T3 50 -YEAR PIS DISCHARGE PROFILE FILE: PRPSD4ST.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 .001 0 0 0" J2 NPROF. IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 0 -1 1 12SEP99 14:59:29 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 VLOS VCH VROB XNL XNCH XNR WPN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONf CORAR TOPWID ENDST 'PROF 2 CCHV= .100 CEHV= .300 `SECNO .000 2096 WSEL NOT GIVEN, AVG OF MAX, MIN USED 3265 DIVIDED FLOW .000 17.91 446.41 .00 .00 446.63 .22 .00 .00 446.00 9670.0 5168.8 4501.2 .0 1983.3 955.0 .0 .0 .0 448.00 .00 2.61 4.71 .00 .035 .045 .000 .000 428.50 777.94 PAGE 26 PAGE 27 .001001 0. 0. 0. 0 0 14 .00 1099.06 2052.06 •SECNO 1.000 - 3265..DIVIDED FLAW 1.000 18.73 447.63 .00 00 447.74 .11 1.10 .01 448.00 9670.0 ' 6788.5 2881.5 0 2783.0 944.8 .0 83.6 28.1 452.00 12 2.44 3.05 .00 .035 .045 .000 .000 428.90 647.76 .000878 850. 1700. 870. 2 0 0 .00 1526.83 3039.08 •SECNO 1.100 3265 DIVIDED PLOW ;. 1.100 ° 9670.0 19.78 448.88 .00 ".0 loo 449.20 .33 1.40 450.00 3950.9 5719.1 - - 1355.9 1049.2 .0 161.8 .07 57.0 450.00 .20 2.91 5.45 .00 .035 .045 .000 .000 429.10 357.86 ..001645 890. 1570. 1330. 2 0 0 .00 1085.18 2056.54 •SECNO 2.000 3265 DIVIDED FLAW 2.000 20.49 449.79 .00 .00 450.22 .44 .99 .03 452.00 9670.0 3026.3 6643.7 0 804.3 1129.2 .0 188.0 63.3 450.00 23 -3.76 - 250. 5.88 - 00 .035 .045 .000 .000 429.30 1071.28 .001633 800. 680. 2 0 0 .00 598.91 2056.34 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLDEL XLCH XLOBR ITRIAL IDC ICONT CORM TOPWID 4'.tiDBT `SECM 3..000 _ 3265 DIVIDED " FLOW 3 .000 20.57 450.27 00 .00 450.80 .52 .55 .03 452.00 9670.0 1658.2. ` 7306.6 705.2 497.2 1137.8 238.0 202.4 66.6 444.00 -' .25 3.33 6.42 2.96 .035 .045 .055 .000 429.70 2124.47 .001559 230. 380. 385. 2 0 0 .00 474.13 3093.69 *SR= 4,.000 3265 DIVIDED FLOW 4,000 20.80 450.50 .00 .00 450.88 .38 .06 01 452.00 9370.0 1906.7 6581.5 1181.8 672.8 1159,1 421.8 204.5 67.0 444.00 25 2.83 .5.68 2.80 "50: .035 ..045 .055 - .000 429.70 2147.92 ..001189 35: `50. 2 ...'ia - 0 .00 588:74 3122.48 PAGE 28 "SECNO 5.000 3265 DIVIDED FLOW 5.000 20.68 450.48 .00 .00 9670.0 2111.9 7366.4 191.7 669.4 .25 3.15 6.16 1.30 .035 .001483 1. 50. 50. 2 1490 NH CARD USED • SECNO 6.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3082.0 TY 6.000 20.73 450.53 .00 .00 9670.0 2322.3 7347.7 .0 693.3 .26 .3.35 6.50 .00 .035 .001662 1. 80. 100. 2 r•-7 .� r 7n i'n r" 450.96 .48 .05 .03 1196.3 147.2 206.2 67.3 .045 .055 .000 429.80 0 0 .00 667.04 PE= 1 TARGET- 3081.999 451.07 .54 .10 .02 1131.0 .0 208.6 67.7 .044 .000 .000 429.80 0 0 .00 515.84 rn 452.00 450.00 2168.11 3213.10 452.00 452.00 2207.56 3052.67 1 12SEP99 14:59:29 PAGE 29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOBE L -BANK ELEV Q QLOB QCH GROB AL08 ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED • SECNO 7.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3103.0 TYPE= 1 TARGET= 3102.999 7.000 20.69 450.69 .00 .00 451.49 .81 .34 .08 452.00 9670.0 2315.6 7067.6 286.8 441.0 914.8 37.8 214.6 69.6 452.00 .26 5.25 7.73 7.59 .035 .044 .015 .000 430.00 2412.39 .002663 175. 160. 100. 2 0 0 .00 477.69 3103.00 • SECNO 9.000 3280 CROSS SECTION 9.00 EXTENDED .92 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.54 9.000 21.42 451.92 .00 .00 452.26 .34 .72 .05 450.00 9891.9 3026.2 6101.3 764.4 1117.4 1098.0 266.1 232.9 74.7 446.00 .29 2.71 5.56 2.87 .035 .045 .045 .000 430.50 2418.00 .001180 340. 460. 460. 2 - 0 0 -.00 711.39 3129.39 • SECNO 10.000 3265 DIVIDED FLOW - 3280 CROSS SECTION 10.00 EXTENDED 1.14 FEET 10.000 21.54 452.14 .00 .00 452.49 .35 .23 .00 452.00 10685.2 3272.7 6619.9 792.6 1035.1 1203.3 268.9 243.6 78.3 450.00 .30 3.16 5.50 2.95 .035 .045 .045 .000 430.60 2320.00 .001442 250. 150. 80. 2 0 0 .00 738.26 3135.60 • SECNO 11.000 3280 CROSS SECTION 11.00 EXTENDED 1.15 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.68 12SEP99 14:59:29 PAGE 30 BE= DEPTH CWSEL ... CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TINE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SETA SLOPE XLOBL XLCH XLOBR XTRIAL IDC ICONT CORAR TOPWID ENDST 11.000 21.75 452.55 .00 00 452.68 .13 .16 .02 452.00 11588.4 5825.4 4423.6 1339.4 2331.0 1309.4 488.2 257.6 ._ 81.9 440..00 .32 2..50 3.38 2.74 .035 .045 .035 .000 430.80 2200 -Go .000604 190. 190. 140. 2 0 0 '.00 973.19 3173.19 'SECNO 12.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.73 3470 ENCROACHMENT STATIONS= 2170.0 3150.0 TYPE= 1 TARGET- - 2170.000 ELENCL- 460.00 ELENCR= 100000.00 12.000 21.64 452.64 00 .00 452.78 .14.30 .00 451.20 13880.3 5116.2 8489.3 274.8 2703.2 2406.1 165.8 287.1 88.6 452.00 .34 :1,89 3.53 - 1.66 '.035 .035 -.035 '.000 431;00 2 ;70.00 .000291 350. 185. 180. 2 0 0 ' 00. 960.58 3130.58 'SECNO 13.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.76 3470 ENCROACHMENT STATIONS= 4920.0 5925.0 TYPE= 1 TARGET= - 4920.000 ELENCL- 460.00 ELENCR= 100000.00 13..000 21.31 452.71 .00 -- 00 452.83 :12 .05 .00 451.40 18200.0 2219.6 15980.2 .3 1546.7 5372.7 1.0 -119.5 93.6 452,0,0 . .37 1.20 2.97 26 - .035 .035 - .035 0000 431.40 4$20.(10 .000161 220. 230. - 180. 2 0 0 - .00 991.82 5911.-82 •SBCNO 14..000 3470 ENCROACHMENT STATIONS= 4930.0 6042.0 TYPE- 1 TARGET- 1112.000 ELENCL= 460.00 ELBNCR= 460.00 14.000 21.07 452.77 .00 .00 452.86 .09 .02 .00 451.30 18200.0 2327.4 15869.6 2.9 2059.3 6356.5 '717 350.2 97.8 452.00 .39 - 1,13 2.50 .38 .035 ;.035 .035 .000 431.70 4920.00 .000126 175. :,170. 200. .2 0 - 0 .00 1112.00 60$2.00 1 12SEP99 14:59:29 PAGE 31 ^ .+ECNO �H CWSEL CHINS WSELK EG HV HL GLOBS L- HAtRC.- ELBV.. QCH QROS ALOB - ACH AROH VOL TWA R -SANK ELEV TIME VLOH VCH VROB XNL XNCH XNR WTN ELMIN SETA SLOPE XLOBL XLCH XLOSR ITRIAL IDC ICONT. CORAR' TOpWID MODST. L i '� I=3 L'- d E = 1 f=l f --M i " l r --1 r -tm r--m fllr2 r r 'SECNO 19647.000 3470 ENCROACHMENT STATIONS= 4930.0 ELENCL= 460.00 ELENCR- 460.00 19647.000 21.11 452.81 .00 18200.0 2629.2 15510.6 60.2 .42 1.26 2.43 .46 .000156 240. 240. 263. 1490 NH CARD USED 'SAM 19770.000 3470 ENCROACHMENT STATIONS= 5408.0 ELENCL= 470.00 ELENCR= 470.00 19770.000 20.83 452.83 .00 18200.0 1018.3 16306.0 875.7 .43 .79 2.33 1.10 .000084 123. 123. 149. 1490 NH. CARD USED *SECNO 19930..000 3470 ENCROACHMENT STATIONS= 5408.0 ELENCL- 470.00 ELENCR= 470.00 19930.000 20.84 452.84 .00 18200.0 1042.5 16604.7 552.8 .45 .81 2.37 .79 .000086 160. 160. 153. 1490 NH CARD USED *SECNO 20025.000 3265 DIVIDED FLOW 6195.0 TYPE= 00 452.89 2080.0 6375.2 .035 .040 0 0 6373.0 TYPE= .00 452.91 1281.0 7007.2 .045 .033 0 0 1 TARGET= 1265.000 .08 .03 .00 451.30 131.3 397.1 104.4 452.00 .035 .000 431.70 4930.00 0 .00 1265.00 6195.00 1 TARGET= 965.000 .00 .08 .01 .00 448.50 795.1 422.3 107.6 452.00 .040 .000 432.00 5406.00 0 .00 965.00 6373.00 6434.0 TYPE= 1 TARGET= .00 452.92 .08 1286.9. 7017.3 699.9 .045 .033 .040 0 0 0 1026.000 .01 .00 448.50 455.4 111.3 452.00 .000 432.00 5408.00 .00 1026.00 6434.00 3470 ENCROACHMENT STATIONS= 5408.0 6442.0 TYPE= 1 TARGET= 1034.000 ELENCL- 470.00 ELENCR= 470.00 20025.000 20.84 452.84 .00 .00 452,93 .09 .01 448.50 18200.0 1100.4 17087.5 12.1 1286.5 6771.2 80.4 473.5 .00 113.1 453.00 46 .86 2.52 15 .045 - .033 .055 .000 432.00 5408.00 .000096 95. 95. 30. 0 0 0 .00 969.76 6442.00 1 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS -Q QLOB _ QCH QROB TINE VLOB VCS VROB SLOPE XLOBL XLCH XLOBR CCHV= .100 CEHV= .300 'SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 ELENCL =. 470.00 - ELENCR= 453.70 20980.000 20.57 452.87f .00 18200.0 .0 18168.9 31.1 52 .00 3.18 .28 ,000136 775. 630. 415. PAGE 32 WSELK EO HV ALOE ACH AROB XNL XNCH XNR ITRIAL IDC ICONT 1580.0 TYPE= 1 TARGET= .00 453.02 .16 .0 5717]5 109.5 .000 :035 .055 2 0 0 HL VOL WTN CORAR 540.0 .07` 576.2 .000 .00 OLOSS TWA ELMIN TOPWID 00 02 123.5 432.30 513.63 L -BANK ELEV R -BANK ELEV SSTA ENDST 458.10 450.00 1066.37 1580.00 I 'SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE- 1 TARGET= 417.000 EL,ENCL= 470.00 ELENCR= 452.10 26990.000 20.57 452.87 .00 :00 453:03 -.16 .00 '.00 458.10 18200.0 .0 ;18171.9 .28.1 .0 :. .5717.8 =82.9 577.5 123.6 450.00 - .52 .00 3.18 - 10.,. - .34 .000 0035 .055 .000 432.30 1066.37 :000136 10. 10. 0 0 0 .00 441.22 1507.58 'SECNO 21260.000 3265 DIVIDED FLOW 3470 .ENCROACEMENP STATIONS= 1048.0 1522.0 TYPE - 1 TARGET - ' 474.000 ELENCL= 410.00 ELEkM= 454.00 21260.000 20.45 - 452.95 ;;, -; .00 .00 - 453.08 .12 - .05 .00 456.40' - 18200.0 0 18200.0 .0 .0 6444.5 .0 630.9 127.4 454.00 .56 .00 2.82 .00 .000 .035 .000 .000 432.50 1072.60 ..000126 .380. 380. 390. 2 0 0 .00 428.60 1521.10 'SECNO 21635.000 3470 ENCROACHMENT STATIONS =. 1061.0 1458.0 TYPE= 1 TARGET= 397.000 EkEIICL= 470_00 ELBNQI= 454.80 21'635.000 19,25 4_52.95 .00 .00 :453.15 .21 05 .02 458.60 '18200.0 0 18200.0 ". .0 0 4995.8 .0 675.6 130.3 454.00 58 00 3.64 - :.. 00 - .000.- .035 ;000 - .000 433.70 1087.37 .000193 340. 340. 400. 2 0 0 .00 318.53 1405.90 1 _ 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL GLOSS L -BANK ELEV Q. GLOB QCH QR08 ALOB ACH AROB VOL TWA .; R -BANK ELEV 'TINE VLOB VCH: VROB XNL`_ XNCH XNR WTW 'BLNIN SSTA .SLOPE XLOBL - XLCH XLOBR - TTRIAL IDC SCONT WRAR TOPWID ENDST '#640 21645.000.. ..., _ 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE- 1 TARGET= 467.000 ZWX!It 470.00 ELENCR= 455.80 - 21645.000 19.25 452.95 .00 .00 453.16 .21 .00 .00 458.60 18200.0 .0 18200.0 .0 .0 4996.3 .0 676.7 130.4 454.00 58 00 3.64 00 .000 .035 .000 .000 _ 1 133.70 1067.36 .000193 -10. - 1G. 10. 0 0 0 .00 31834 1405.90 149,0 NH "CARD DSED' 'BECNO 72370,000', 3470 ENCROACHMENT STATIONS- �iii24CL= 5094.0 5460.0 TYPE- 1 TARGET= 366.000 �. .::'. 410.00 ELENCR- 454.50 - '22370.006" ' "20.62 453.12 .00 .00 453.35 .23 .19 .01 450.50 18200.0 .0 18200.0 .0 .0 4730.8 .0 775.0 136.9 454.50 65 00 3,85 00 .000 .035 .000 ".000 432.50 5094.00 :00023,8 88p. 880. 460. 2 ,0 " -0 ';80 313.90 541'1.90 Irr .. .;00 CEHV= ..300 NR CARD USED •SECi�O ]3800.000 _ - - PAGE 33 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 7000.0, TYPE =. 1 TARGET= 1533.000 ELENCL- 470.00 ELENCR- 454.00 23800.000 20.12 453.42 .00 .00 453.70 .29 .33 .02 450.00 18200.0 15064.1 3135.9 .0 3260.1 1478.9 .0 903.9 151.0 454.00 .72 4.62 ,2.12 .00 .035 .035 .000 .000 433.30 5467.00 .000369 720. 1430. 680. 2 0 0 .00 730.75 6956.17 1490 NH CARD USED •SECNO 24400.000 3265 DIVIDED FLOW 1 12SEP99 14:59:29 PAGE 34 SECNO DEPTH CWSEL CRIWS WSELX EG HV HL OLOSS L -BANE ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANE ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO - 1.75 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET= 1680.000 ELENCL- 470.00 ELENCR= 470.00 TARGET= 1013.000 ELENCL- 470.00 ELENCR= 470.00 24400.000 22.22 453.72 .00 .00 453.80 .08 .07 .02 459.20 - 18200.0 .0 18200.0 - .20 .0 .0 8266.1 .0 970.3 160.2 470.00 .77 .00 2 .00 .000 .030 .000 .000 431.50 5275.88 .000120 130. 550. 230. 2 0 0 .00 1008.25 6871.64 CCHV= .100 CEHV= .300 'SECNO25530.000 1490 NH CARD USED •SECNO 24700.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 3470 ENCROACHMENT STATIONS= 4187.0 5200.0. TYPE= 1 TARGET= 1013.000 ELENCL- 470.00 ELENCR= 470.00 24700.000 19.79 453.69 .00 .00 453.93 .24 .08 .05 451.00 18200.9 13734.3 4465.7 .0 3367.0 1333.1 .0 1032.4 167.6 470.00 .80 4.08 3.35 .00 .035 .035 .000 .000 433.90 4187.00 . 000315 610. 350. 80. 2 0 0 .00 538.07 5195.67 CCHV= .100 CEHV= .300 - - 'SECNO25530.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .69 3470 ENCROACHMENT STATIONS- 2494.0 2742.7 TYPE= 1 TARGET= 248.670 ELENCL- 470.00 ELENCR- 470.00 25530.000 19.38 453.78 .00 .00 454.33 .55 .31 .09 455.33 16200.0 .0 18200.0 .0 .0 3063.0 .0 1094.8 173.8 470.00 .83 .00 5.94 .00 .000 .035 .000 1000 434.40 2501.39 ..000668 700. 700. 560. 2 0 0 .00 237.66 2739..04 1 12SEP99 14:59:29 PAGE 35 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 VROH XNL XMCH XNR WTN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECMO 25770.000" 3470 ENCROACHMENT STATIONS= 2494.0 2780.0. TYPE - 1 TARGET= 286.000 BLENCL= 470,00 ELENCR 470..00 25'"0:000 _.19.51 454.11 .00 .00 454.47 .36 .12 .02 455.33 18200.0 `.0" 18200.0 0 .0 3780.7 .0 1113.6 175.2 470.00 .85 .00 4.81 .00 .000 .035 .000 .000 434.60 2500.10 .000398 240. 240... 240 -. ,..2 0 0 .00 273.72 2773.82 1490 NH CARD USED SEC NO 26830.000 3,265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.79 3470 ENCROACHMENT STATIONS- ' 2619.6 5200.0 TYPE= 1 TARGET= 2580.420 ELENCL= 470.00. ELENCR= 470.00 - - - 2883Q.000 1,8.37 454.67 00 .00 454.72 OS 22 03 457.35 18900.0 0 .7495.9 114Q4.1 _ .0 3329.3 - 7661.7 1283.7 192.3 452.00 1.01 300 - 2.25 1.49 ,000 .035 .055 .000 436.30 2630.34 .000133 1030. 1050. 960. 1 0 0 .00 1219.14 3990.49 1490 NH CARD USED 'SECNO 28080.000 3265 DIVIDED FLOW 33O2 WARNING: - CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 . 3470 "`9NCROACHKEUr'STATIONS= 2417.0 5100.0 TYPE- 1 TARGET= 2683.000 ELENCL= 470.00 ELENCR= 470.00 28080.000 19.46 454.66 .00 .00 455.07 .42 .24 .11 470.00 7 18400.0 0 17141.4 1758.6 .0 3155.5 1361.7 1454.3 216.4 458.40 1.06 .00 5.43 1.29 .000 .035 .055 .000 435.20 2422.12 7.000727 850. 900. 1000. 2 0 0 .00 945.65 3982.99 1 12SEP99 14:59:29 PAGE 36 '- SECNO- DEPTH- CWSEL CRIWB- WSELK ECa HV HL OLOSS L -BANK ELEV °.r@ QIAM . QCH QROB ALOE ACH VOL. TWA R -BANK BLEU 'TINB V1A8" .''UCH VMS `F 7Q8.. "� XNCH na XNR IPTN ELMIN SSTA SLOPE XLOSL XLCH XLOBR XTRIAL IDC ICONT CORAR TOPWID ENDST r""v r"Wv r',.^7 r-T" r*rrr 1490 NH CARD USED 'SECNO 28870.000 3365`DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2319.0 5400.0 TYPE- 1 TARGET= 3081.000 ELENCL- 470.00 ELRNCR- 470.00 - 28870.000 19.01 .455.31 ..00 .00 455.47 .17 .37 .03 457.00 18900.0 0 12931.8 5968.2 0 3356.5 4885.5 1564.4 244.7 459.30 1.12 .00 3.85 1.22 .000 .037 .055 .000 436.30 2325.77 .000440 610. 610. 900. 2 0 0 .00 1994.78 4791.17 CCHV= .100 CEHV= .300 1490 NH CARD USED 'SECNO 29610.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2055.0 ELENCL= 470.00 ELENCR= 470.00 29610.000 18.18 455.58 .00 18900.0 .0. 13001.1 5898.9 - 1.18 _.00 .3.91 1.62 ..000365 650. ':650. 800. 1490 NH CARD USED 'SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 ELENCL= 470.00 ELENCR= 470.00 30570.000 17.69 455.92 .00 18900.0 .0 14162.1 4737.9 1.24 .00 4.68 1.98 .000578 900. 900. 900. 1 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 'SECNO 31230.000 3265 DIVIDED FLOW 3470, STATIONS= 3387.0 ELENCL- 470.00 ELENCR- 470.00 31230.000 18.03 456.13 .00 18900.0 1.0 .18784.2 115.8 1.27 .00 6.52 .79 .001061 620. 620. 700. 5100.0 TYPE= 1 TARGET= .00 455.75 .18 .0 3324.2 3638.3 .000 .035 .055 2 0 0 7100.0 TYPE= 1 TARGET= .00 456.19 ':.27 .0 3026.4 2391.3 .000 .033 .055 2 0 0 WSELK EG RV ALOB ACH AROB XNL XNCH XNR ITRIAL IDC ICONT 7100.0 TYPE= 1 TARGET- .00 456.79 .66 .0 2883.0 146.3 .000 .035 .055 2 0 0 3045.000 .28 .00 455.65 1692.6 271.0 458.70 .000 437.40 2061.02 .00 983.73 3179.04 3655.000 .41 .03 457.43 1820.5 289.4 460.00 .000 438.23 3451.22 .00 799.17 4551.03 HL OLOSS L -BANK ELEV VOL TWA R -BANK ELEV WIN ELMIN SSTA CORAR TOPWID ENDST 3713.000 .48 .12 470.00 1882.9 299.0 460.80 .000 438.10 3401.66 .00 459.44 4448.81 PAGE 37 •SECNO 32150.000 3265 DIVIDED FLOW 3301 HV. CHANGED MORE THAN... HVINS 3470 BNCROACHKEWT STATIONS= 3040.0 6180.0 TYPE= 1 . TARGBT= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32150.000 19.68 456.68 00 .00 458.38 1.70 1.28 .31 460.50 18900.0 .0 18494.3 405.7 .0 1750.1 195.9 1935.6 306.5 460.00 1.29° .00 10.57 2.07 .000 .035 .055 .000 437.00 3404.38 .001907. 900. 920. 950. 2 0 0 .00 245.11 4395.92 CCHV= .300 CEHV= - .500 1490 NH CARD USED • SECHO 32200.000 - 3265 DIVIDED FLOW - 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC = *'• *•• ** 1 3470 ENCROACHMENT. STATIONS= 3050.0 5734.0 TYPS. 1 TARGET= 2684.000 ` 14.:.59:29 PAGE 38 SECNO .DEPTH CWSEL CRIWS WSELE EG HV HL OLOSS L -BANK ELEV Q OLOB OCH OROS ALOE ACH AROB VOL TWA R -BANE ELEV .TIME VLOB VCH VROB XNL X14CH XNR WIN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELENCL= 470.00 ELENCI1 -= 470.00 32200.000 21.21 456.21 00 .00 459.01 2:80 07 55 461.50 18900.0 0 17848.6 1051 - .4 - 0 1300.3 167.0 193.7.5 306.8 '461.50 ' '1.29 AO 13.73 `6.30 ..000 .015 .020 .000 435.00 1.406.36 `,.001190 50. 50. 50. 2 0 0 -00 151.00 4398.71 *SECND 32230.000 3265 'bMDED PLOW 3 370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= ••s•s a• 3470 ENCROACHMENT. STATIONS= 3050.0. 6180.0 TYPE= 1 TARGET= 3130.000 - ELEWL -' 470.00 ELENCR= 470.00- - + 32230.000 2140 456.49 00 .00 459,.09 2.69 06 - .03 461.50 1"00.0 .0 17811_9 1958,1 0 .1321.2 174.5 1939.2 306.9 461.50 1.30 ".00 13.48 6.24 .000 .015 .020 ..000 435.00 3405.80 .001141 50. 50. 50. - 2 -_ 0 - ,0 5.00 -- 152.87 4399.03 CCC��yy=� �yOD CEHV= .300 *bdetib32290.b00 3265'bIV2{7)Sq FLOW I...._..] 1. 7 7 -73 F 1 ' 1 1 1 1 I - M CM 1:= 0 0 ZE fv.`_1 3301 HV CHANGED MORE THAN HVINS 3470 STATIONS= 3040.0 6180.0 TYPE* 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 - 32250.000 21.80 456.80 .00 .00 459.31 .52 .00 .22 460.50 13200.0 .0 12045.8 1154.2 .0 2001.0 792.4 1939.3 306.9 460.00 1.30 .00 6.02 1.46 .000 .045 .055 .000 437.00 3401.95 .000919 1. 1. 1. 2 0 0 .00 774.05 4573.59 1490 NH CARD USED 'SECNO 32305.000 1 12SEP99 14:59:29 - SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH )(MR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW - 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 32305.000 20.90 458.60 .00 .00 459.53 .93 .09 .12 465.00 13200.0 .0 10590.3 2609.7 .0 1272.2 557.6 1942.2 307.6 460.00 1.30 .00 8.32 4.68 .000 .045 .055 .000 437.70 2164.20 .003876 55. 55. 55. 2 0 0 .00 308.39 3347.90 1490 NH CARD USED 'SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.36 32725.000 21.83 460.03 .00 .00 460.20 .16 .59 .08 463.00 13200.0 4501.2 6893.3 1805.5 1951.2 1712.2 1364.2 1976.6 317.0 461.00 1.34 2..31 4.03 1.32 .060 .045 .055 .000 438.20 1570.91 .000696 - 380. 420. 520. 2 0 0 .00 1411.32 3825.47 1 12SEP99 14:59:29 T1 DENTON CREEK PROPOSED CONDITION SPLIT FLOW " T2 WINDSOR ESTATES AND DEFOREST COURT (COPPELL, TEXAS) PIS MODEL T3 100 -YEAR PIS DISCHARGE PROFILE FILE: PRPSD4ST,DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 .001 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC "IBW CHNIM ITRACE PAGE 39 PAGE 40 3 0 - -1 _. 1 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL GLOSS L -BANK ELEV Q QLOB - QC;H .... OROS '., ALOB. .:.ACH -AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -PROF 3 CCHV= .100 CEHV= .300 •SECNO .000 2096 WSEL NOT GIVEN, AVG OF MAX, MIN USED 32,65 DIVIDED FLOW .000 -18.06 446.56 .00 - - .00 446.78 .22 .00 .00 446.00 10277.1 5687.3 4589.8 .0 2137.9 968.9 .0 .0 .0 448.00 .00 2.66 4.74 .00 .035 .045 .000 .000 428.50 777.19 .001002 0. 0. 0. 0 0 14 .00 1138.89 2052.81 •SECNO 1.000 3265 DIVIDED FLOW 1.000 18.87 447.77 .00 .00 447.88 .11 1.09 .01 448.00 10277.1 7364.4 2912.7 .0 2972.0 967.2 .0 87.6 29.1 452.00 .12 2.48 3.01 .00 .035 .045 .000 .000 428.90 646.74 .000877 850. 1700. 870. '2 0 0 .00 1585.24 3039.42 •SECNO 1.100 3265 DIVIDED FLOW 1.100 L9191 449.01 .00 .00 449.34 .33 1.39 .07 450.00 10277.1 4425.1 5852.0 .0 1487.5 1065.2 .0 169.8 59.3 450.00 .20 2..97 5.49 .00 .035 .045 .000 .000 429.10 356.93 .001679 890. 1570. 1330. 2 0 0 .00 1143.61 2056.95 •SECNO 2.000 ..' . 3265 "DIVIDED FLOW 2.000 20.62 449.92 .00 .00 450.38 .46 1.00 .04 452.00 10277.1 3352.6 6924.5 .0 872.7 1144.8 .0 196.9 65.8 450.00 .23. 3.84 6.05 .00 .035 .045 .000 .000 429.30 1070.46 _ .001716 250. 800. 680. 2 0 0 .00 627.18 2056.76 1 12SEP99 14:59:29 _... 0 DEPTH CWSEL CRI,WS WSELK EG HV HL OLOSS L- BA4E(.ELEV.. QLGB" - WH OR" ALOB ACH AM VOL .TWA R -BANK ELEV '"PINE VIAB SICK Vi" XML XMCH XNR WPN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICGNT CORAR TOPWID ENDST PAGE 41 PAGE 42 ' SECNO 3.000 3265 DIVIDED FLOW 3.000 20.73 450.43 .00 00 450.98 55 .57 .03 452.00 10277.1 1889.0 7620.5 767.6 551.3 - '1153.4 247.4 211.8 69.3 444.00 24 3.43 6.61 3.10 .035 .045 .055 .000 429.70 2120.68 .001646 230. 380. 385. 2. 0 0 .00 514.94 3094.09 ' SECNO 4.000 3265 DIVIDED FLOW 4.000 20.97 450.67 .00 .00 451.06 -.39 .07 .02 452.00 10277.1 2175.0 6830.8 1271.4 746.6 1176.2 437.3 214.0 69.8 444.00 .25 2.91 5.81 2.91 .035 .045 .055 .000 429.70 2146.23 .001231 35. _ 50. 50. 2 0 0 .00 622.15 3123.36 ' SECNO 5.000 .3265 DIVIDED FLOW 5.000 20.85 450.65 .00 .00 451.15 .49 .05 .03 452.00 10277.1 2401.1 7634.6 241.4 743.6 1214.7 175.4 215.8 70.1. 450.00 .25 3.23 6.29 1.38 .035 .045 .055 .000 429.80 2166.41 .001522 1. 50. 50. 2 0. 0 .00 700.72 3214.25 1490 NH CARD USED ' SECNO 6.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3082.0 TYPE= 1 TARGET= 3081.999 6.000 20.91 450.71 .00 .00 451.27 .56 .10 .02 452.00 10277:1 2641.1 7636.0 .0 768.1 1148.4 0 218.1 70.5 452.00 .25 3.44 6.65 .00 .035 .044 .000 .000 429.80 2205.89 .001716 1. 80. 100. 2 0 0 .00 549.03 3053.54 1 12SEP99 14:59:29 PAGE 43 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -HANK ELEV Q QLOB QCH QROB ALOB ACH ARDS VOL TWA R -ERNE. ELEV TINE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED • SECNO 7.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3103.0 TYPE= 1 TARGET- 3102.999 7.000 20.87 450.87 .00 .00 451.69 83 .35 08 452.00 10277.6 2597.1 7360.3 320.2 511..9 930.7 40.6 224.6 72_6 452.00 - .26 5.97 7.91 7.69 '.035 -.044 .015 .000 430.00 2412.00 .002744 175. 160. 100. 2 0 0 .00 499.75 3103.00 ' SBCNO 9.000 3280 CROSS SECTION 9.00 EXTENDED 1.13 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO : 1.57 9.000 21.63 452.13 =00 ..00. 462.47 .34 .73 10622.9 348#-' 1 6303.2 835,6 1229,2 417.0 282.2 243_9 1 .28 2.83 '5.64 2.96 ' .035 .045 .045 .000 .001189 340. 460. 460. - 2 0 0 .00 • SECNO 10.000. Q .GLOB OCH QROB ALOE ACH 3265 DIVIDED FLOW VOL - TIME '%fLOB VCH VROB 1WL 3280 " CROSS SECTION 10.00 EXTENDED 1.35 FEET SLOPE XLOBL XLCH 10.000 21,75 .452.35 00 .00 452.72 36 .24 11630.4 3788.8 6999.6 882.0 1152.4 1228.8 285.2 255.3 .29 3.29 '5.66 3.09 - .035 .045 .045 .000 .001486 250. - 150. 80. 2 0 - 0 - .00 •56CN0 11.000 3280 CROSS SECTION 11.00 EXTENDED 1.36 FEET 3303 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.66 1 ELENCL= 460.00 ELENCR= 100000.00 12SEP99 14:59:29 12.000 21.86 452.86 .00 .00 453.02 .16 SECNO DEPTH CWSEL CHINS WSELE SO HV HL Q .GLOB OCH QROB ALOE ACH AROB VOL - TIME '%fLOB VCH VROB 1WL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR 11.000 21.96 452.76 .00 00 452.91 .14 17 12776.0 6573.6 4714.3 1488.1 2484.5 1340.8 513.8 270.1 31 2.65 3.52 2.90 ..035 .045 -..035 .000 .000634 190. 190. ;140. 2 - '0 0 .00 • SECNO 12.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO : 1.69 .05 450.00 77.7 446.00 430.50 2418.00 712.52 3130.52 01 452.00 81.4 450.00 430.60 2320.00. 784..24 3136:43.: PAGE 44 OLOSS L -BANK ELEV TWA R-BANK ELEV ELNIN SETA TOPWID ENDST .02 452.00 85.1 450.00 430.80 2200.00 974.06 3174.06 3470 ENCROACHMENT STATIONS- 2170.0. 3150.0 TYPE- 1 TARGET= - 2170.000 ELENCL= 460.00 ELENCR= 100000.00 - 12.000 21.86 452.86 .00 .00 453.02 .16 x .11 .01 1451:20 15466.9 5882.6 9264.1 320.2 2855.7 2454.3 177.5 301.0 91.9 .452.00 .34 2.06 - 3.77 1.80 .035 .035 .635 .000 431.00 2170.00 .000324 350. 185. 180. 2 0 0 .00 961.46 3131.46 • SECNO 13.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.73 3470 ENCROACHIUM STATIONS= 4920.0 5925.0 TYP$ =. 1 TAROS 4920.000 BLENCLa' 460.00 ELE[i'R= 100000.00 13.000 21.53 452.93 .00 00 453.08 .15 .05 .00 451.40 20600,0 2695.0 17904.4 .6 1977.3 5461.0 1.7 334.5 96.9 452.00 .36 1.36 3.28 .34 .035 .035 .035 .000 431.40 4920.00 .000192 220. 230. 180. 2 0 0 .00 992.71 5912.71 'SECNG 14.000 3280 CROSS SECTION 14.00 EXTENDED .00 FEET 3470 ENCROACHMENT STATIONS= 4930.0 6042.0 TYPE= 1 TARGET= 1112.000 ELENCL= 460.00 ELENCR- 460.00 14.000 21.30 453.00 .00 .00 453.11 .10 .03 .00 451.30 20600.0 2803.0 17792.1 4.9 2195.3 6478.9 10.0 366.2 101.0 452.00 .37 1.28 2.75 .49 .035 .035 .035 .000 431.70 4930.00 .000149 175. 170. 200. 2 0 0. .00 1112.00 6042.00 1 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS WSELK SO HV Q QLOB QCH QROB ALOB ACH ARDS TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT ' SBCNO 19647.000 3280 CROSS SECTION 19647.00 EXTENDED .05 FEET _ 3470 ENCROACHMENT STATIONS= 4930.0 6195.0 TYPE= 1 TARGET - ELENCL- 460.00 ELENCR= 460.00 19647.000 21.35 453.05 .00 .00 453.15 .10 20600.0 3160.5 17339.0 100.6 2219.7 6500.9 170.6 .40 1.42 2.67 .59 .035 .040 .035 .000183 240. 240. 263. 0 0 0 1490 NH CARD USED - 'SECNO 19770.000 3470 ENCROACHMENT STATIONS= 5408.0 6373.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 19770.000 21.07 453.07 .00 .00 453.17 .09 20600.0 1222.1 18353.4 1024.5 1353.7 7133.1 833.4 .42 .90 2.57 1.23 .045 .033 .040 .000100 123. 123. 149. 0 0 0 1490 NH CARD USED ' SBCNO 19930.000 - 3470 ENCROACHMENT STATIONS= 5408.0 6434.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 19930.000 21.09 453.09 .00 .00 453.18 .30 20600.0 1250.2 18673.2 676.5 1360.1 7144.2 753.6 .43 .92 2.61 .90 .045 .033 .040 .000104 160. 160. 153. 0 0 0 1490 NH CARD USED - SECNO 20025.000 3470 ENCROACHMENT STATIONS= 5408.0 6442.0 TYPE- 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 20025.000 21.08 453.08 00 00 453.20 11 20600.0 1323.2 19249.2 27.5 1359.7 6891.5 135.6 HL GLOSS L -BANK ELEV VOL TWA R -BANK ELEV WTN ELMIN SETA CORAR TOPWID ENDST 1265.000 .04 .00 451.30 414.7 107.6 452.00 .000 431.70 4930.00 .00 1265.00 6195.00 965.000 .02 .00 448.50 440.7 110.9 452.00 .000 432.00 5408.00 .00 965.00 6373.00 1026.000 .02 .00 448.50 474.7 114.5 452.00 .000 432.00 5408.00 .00 1026.00 6434.00 1034.000 .01 01 448.50 493.3 116.4 453.00 PAGE 45 .44 .97 2.79 .20 .045 .033 .055 .000 432.00 5408.00 .000116 95. .95. 30. 0 0 0 - .00 1034.00 6412.00 12SEP99 14:59:29 SECNO - DEPTH CWSEL CRIME WHELK EG HV HL OLOSS L -BANK ELEV Q QLOB OCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA. SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR �TOPWID ENDST CCBVt .100 CEHV- .300 - `SSCNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE- 1 TARGET= 540.000 - ELENCL- 470.00 ELENCR= 453.70 20980.000 20.82 453.12 .00 .00 453.31 .19 .09 .02 456.10 20600.0 .0 20545.7 54.3 .0 5803.9 151.1 598.5 127.1 450.00 .49 .00 3.54 .36 .000 .035 .055 .000 432.30 1065.13 .000166 775. 630. 415. 2 0 0 .00 S14.67 1580.00 - SE.CND 20990.000 - - 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET= 417.000 ELENCL= 470.00 ELENCR= 452.10 20990.000.. 20.82 453.12 .00 .00 453.31 .19 .00 .00 458.10 20600.0 .0 20556.0 44.0 .0 5804.4 107.4 599.9 127.2 450.00 .49 .00 3.54 41 .000 .035 .055 .000 432.30 1065.33 .000166 10. 10. 10. 0 0 0 .00 - 450.23 1515.56 •SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET- 474.000 $L'RN - .. 470.00 ELENCR= 454.00 21260.000 20.72 453.22 .00 .00 453.38 .15 .06 .00 458.40 20600.0 .0 20600.0 .0 .0 6560.4 .0 654.3 131.0 454.00 .53 .00 3,.,14 .00 .000 .035 ..000 - .000 432.50 1071.61 .000153 380. X380. 390. 2 0 0 .00 431.93 1521:33 *SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE- 1 TARGET= 397.000 ELENCL= 470.00 ELENCR= 454.80 21635.000 19.52 453.22 .00 .00 453.47 .26 .06 .03 458.60 20600.0 .0 20600.0 .0 .0 5081.1 .0 699.7 134.0 454.00 .55 .00 4.05 .00 .000 .035 .000 .000 433'.70 I086 :29 .000235 340. 340. 400. 2 0 "G :60 320.14 1406.43 1 . 12SEP99 14:59:29` SECtm DEpTFi CWSEL CRIWS WHSLE EO HV HL OLOSS L -BANK SLEV 'Q QLOB QCH ONCE _ ALOE ACH AROB VOL TWA R -BANK ELEV - . : . 'T - m VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID SMST -� r°�^ -� r°�!?^f r -�� ^ -*!+� r•-e -� r°^�!Tf r�s�f r rttirf r� r^�+srt r'R�7 PAGE 46 PAGE 47 -- 1 77771 •SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR- 455.80 21645.000 19.52 453.22 .00 20600.0 .0 20600.0 0 .55 -.00 4.05 .00 .000235 110. 10. 10. 1490 NH CARD USED •SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 ELENCL= 470.00 ELENCR= 454.50 22370.000 20.93 453.43 .00 20600.0 .0 20600.0 .0 .61 .00 4.26 .00 .000296 880. 880. 480. CCHV= .100 CEHV= .300 1490 NH CARD USED *BE= 23800.000 3265 DIVIDED FLAW 3470 ENCROACHMENT STATIONS= 5467.0 ELENCL= 470.00 ELENCR= 454.00 23800.000 20.50 453.80 .00 20600.0 16900.6 3699.4 .0 .68 4.95 2.29 .00 .000424 - 720. 1430. 680. 1490 NH CARD USED •SECNO 24400.000 3265 DIVIDED FLOW 1 1528.0 TYPE= 1 TARGET = .00 453.47 .26 .0 5081.7 .0 .000 1035 .000 0 0 0 5460.0 TYPE= 1 TARGET= .00 453.71 .28 0 4832.1 .0 -.000 .035 .000 2 0 0 7000.0 TYPE= 1 TARGET = .00 454..13 .33 3413.6 1617.1 .0 .035 .035 .000 2 0 0 467.000 00 00 - 458.60 700.9 134.0 454.00 .000 433.70 1086.29 .00 320.15 1406.44 366.000 .23 .01 450.50 801.1 140.6 454.50 .000 432.50 5094.00 .00 333.32 5427.32 1533.000 .40 .01 450.00 935.1 155.7 454.00 .000 433.30 5467.00 .00 791.26 6984.92 12SEP99 14:59:29 6940.0 TYPE= 1 TARGET= 1680.000 - ELENCL= 470.00. ELENCR- 470.00 �.$ECNO DEPTH CWSEL CRIME WSELE EG HV HL OLOSS L -BANK ELEV Q GLOB QCH QROS ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EL4IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC - ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.76 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET= 1680.000 - ELENCL= 470.00. ELENCR- 470.00 24400.000 22.65 454.15 .00 .00 454.23 .09 .08 .02 459.20 20600.0 0 20600.0 .0 .0 8718.1 .0 1005.5 165.7 470.00 .72 .00 2.36 .00 ._..000 .029 .000 .000 431.50 5274.65 .000138 130. 550. 230. 2 0 0 .00 1112.40 6884.43 CCHV= .100 CEHV= .300 1490 NH CARD USED •SECNO 24700.000 PAGE 48 3265._. DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 3470 ENCROACHMENT STATIONS= - 4187.0 5200.0. TYPE= 1 TARGET= 1013.000 EL3WC4= 470.00 ELENCR- 470.00 24700.000 20.21 . 454,11 .00 - 00 454.38 .27 09 .06 451.00 ,16600.0 15500.1 ;..5099.9 .0 3549.4 1390.3 .0 1070.9 174.2 470.00 .75 4.37 3.67 .00 .035 .035 .000 '.000 433.90 4187.00 .000360 610. 350. 80. 2 0 0 .00 634.61 5196.46 CCRV= .100 CEHV= .300 'SECNO 25530.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = - .68 3470 ENCROACHMENT STATIONS= 24940 2742.7. TYPE = 1 TARGET= 248.670 - ELENCL= 470.00 ELENCR= 470.00 25530.000 19.80 454.20 .00 .00 454.86 .66 .36 .12 455.33 20600.0 .0 20600.0 .0 .0 3162.7 .0 1136.0 181.2 470.00 .78 .00 6.51 .00 .000 .035 .000 .000 434.40 2499.72 .000783 700. 700. 560. 2 0 0 .00 240.81 2740.53 1, 12SEP99 14:59:29 PAGE 49 SECNO DEPTH CWSEL CREWS WSELK ED HV HL -OLOSS L -BANK ELEV 0 OWE OCH OROS ALOE- ACH AROB - VOL "A R . -PAW ELEV TIME VLQB: VCH - VROB XNL INCH XNR WTH 81kat SB$A - SLOPE XF.OBL XLCH XLOBR ITRIAL Inc ICON' CORAR TOPWID bm" 'SECNO 2577b.000 3470 BNUAOAFMUNT STATIONS= 2494.0 2780.0 TYPE- 1 TARGET= 286.000 EIMM- 470.00 'ELEHCR= 470.00 M70.000..- 19.99 454.59 .00 .00 455.02 .43 .14 .02 455.33 - ,20600.0 .0 20600.0 .0 .0 3913.2 .0 1155.5 182.7 470.00 .80 - . 00 5.26 .00 .000 .035 .000 .000 434.60 2498.17 .000462 240. 240. 240. 2 0 0 .00 277.23 2775.40 1490 NH CARD USED 'SSCNO 26830.000 32A5. DIVIDED FLOW - 3342 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.85 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE- 1 TARGET- 2580.420 ELMWA^ 470.00 ELENCR= 470.00 - - 26830.000 18:94 455.24 .00 :&0 455.70 .06 .24 .04 4S7 IS ,21400.0 .0 8329.1 12970.9 .0 3521.8 8173.5 1335.2 200.0 "452.00 ,44 .95 -.00 -4.37 1.59- .000 -:;035 .055 .000 436:40 2424.E9 144 1030. 1050. 960. 1 0 0 .00 1236.31 3993.81 1490.. NH CARD USED l._._l L=J l - - - -3 1=3 l --- I C =3 [ = D D 1 =1 L - SECNO 28080.000 326 § DIVIDED FLOW 3302 WARNING: CONVEYANCE. CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO .43 3470 ENCROACHMENT STATIONS = - 2417.0 5100.0 TYPE- 1 TARGET= 2683.000 ELENCL= 470.00 ELENCR= 470.00 28080.000 20.04 455.24 .00 .00 455.67 .43 .26 .11 470.00 21300.0 .0 18671.9 2628.1 .0 3330.2 1771.0 1520.1 225.4 458.40 1.00 .00 5.61 1.48 .000 .035 .055 .000 435.20 2419.77 .000766 850. 900. 1000. 2 0 0 .00 1042.34 4001.35 1 12SEP99 14:59:29 SECNO DEPTH CWSEL CHINS Q QLOB OCH OROS TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 1,490 NH CARD USED • SECNO 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2319.0 ELENCL= 470.00 ELENCR= 470.00 28870.000 19.63 455.93 .00 21300.0 .0 13491.1 7808.9 1.06 .00 3.78 1.31 .000412 610. 610. 900. CCHV= .100 CEHV= .300 1490 NH CARD USED • SECNO 29610.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2055.0 ELENCL- 470.00 ELENCR= 470.00 29610.000 18.78 456.18 .00 21300.0 1.0 14216.9 7082.1 1.12 .33 4.05 1.75 .000374 650. 650. 800. 1490 NH CARD USED ' SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 ELENCL= 470.00 ELENCR= 470.00 30570.000 18.30 456.53 .00 21300.0 .0 15568.1 5731.9 1.18 .00 4.82 2.13 .000594 900. 900. 900. WSELX EG RV ALOB ACH AROB XNL XNCH XNR ITRIAL IDC ICONT 5400.0 TYPE= 1 TARGET= .00 456.08 .15 .0 3570.0 5942.8 .000 .036 .055 2 0 0 5100.0 TYPE- 1 TARGET - .00 456.36 .19 3.2 3507.5 4049.6 .055 .035 .055 2 0 0 7100.0 TYPE- 1 TARGET= .00 456.81 .28 0 3228.9 2688.3 .000 .033 .055 0 0 0 HL GLOSS L -BANE ELEV VOL TWA R -BANE El" WTN ELNIN SSTA CORAR TOPWID ENDST 3081.000 .37 .03 457.00 1648.1 255.7 459.30 .000 436.30 2323.29 .00 2107.25 4843.84 3045.000 .28 .01 455.65 1792.7 283.2 458.70 .000 437.40 2055.00 .00 1004.76 3183.24 3655.000 .42 .03 457.43 1931.9 302.2 460.00 .000 438.23 3448.78 .00 834.14 4558.37 PAGE 50 1 12SEP99 14:59:29. -. PAGE 51 SRCNO DEPTH CWSEL .CREWS WSELR.. EG MV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SETA SLOPE. XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3387.0 7100.0 TYPE= 1 TARGET- 3713.000 ELENCL 470.00. ELENCR =.- 470.00 - 31230.000 18.64 456.74 .00 .00 457.46 .72 .52 .13 470.00 21300.0 0 20988.5 311.5 0 3052.5 277.3 2000:5 312.5 460.80 1:21 .00 6.88 1.12 .000 .035 .055 .000 438.10 3399.24 .001211 620. 620. 700. 2 0 0 .00 531.39 4489.24 •SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 - 61BO.0- TYPE= 1 TARGET= 3140.000 - U4WCL- 470.00 ELENCR= 470.00 32150 „000 20.34. - 457.34 00 .00 459.26 - 1.92" 1.44 .36 460.50 21300.0 .0 20637.6 662.4 0 1826.7 286.6 2058.1 321.1 460.00 1.23 .00 11.30 2.31 .000 .035 .055 .000 437.00 3403.63 .002106 -. 900. 920. 950. 2 0 0 .00 263.33 4399.21 300 cEHv= 4 " 0 = NN CARD USED 500 •8ECNO 32200.000 3265 :DIVIDED PLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= 1 •••••• +• - 3470 ENCROACHMENT STATIONS= 3050.0. 5734.0 TYPE= 1 TARGET- 268'4.000 12SEP99 14.:59:29, - - _ - PAGE 52 8ECNO DEPTH CWSEL CREWS . ;Ig3EI.X „ EG HV HL " OLDER L -BANK ELEV 4 QYAB QCH QkOB ALOE ACH AROB VOL TWA R -BANK ELEV.. TIME VLOS VCH VROB XNL XNCH XNR WTN ELMIN SETA SLOPE XLOBL - X1,CFt -3Lfi w 'ITRIAL ZHC -` _.. ICONT CORAR _TOPWID ENDST -3 E�! L- 470..00 ELENCR= 470.00 $-200.000 ' '22.81 456.81 .00 .00 459.96 3.15 .08 .61 461.50 - - ._,._........ 21300.0 .0 19984.1 1315.9 .0 1368.6 191.6 2060.3 321.3 461.50 1.23 .00 14.60 6.87 .000 .015 .021 .000 435.00 3404.55 .001323 50. 50. 50. 2 0 0 .00 157.05 4399.73 *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= ..... •• 3470 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE= 1 TARGET= 3130.000 ELENCL= 470.00 ELENCR= 470.00 32230.000 22.08 457.08 .00 .00 460.07 2.99 .06 05 461.50 21300.0 .0 19928.1 1371.9 .0 1399.7 203.1 2062.1 321.5 461.50 1.24 .00 14.24 6.76 .000 .015 .021 .000 435.00 3403.74 .001247 50. 50. 50. 2 0 0 .00 159.74 4400.18 CCHV= .100 CEHV= .300 -SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 3225.0.000 22.88 459.88 .00 .00 460.33 .45 .00 .25 460.50 14900.0 54.8 12457.6 2387.7 91.7 2133.2 1640.9 2062.1 321.5 460.00 1.24 .60 5.84 1.46 .055 .045 .055 .000 437.00 3040.00 .000823 1. 1. 1. 3 0 0 .00 1142.83 4645.43 1490 WE CARD USED *SECNO 32305.000 1 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS WSELX BG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .50 32305.000 22.00 459.70 .00 .00 460.52 .82 .08 14900.0 .0 11376.4 3523.6 0 1443.4 755.7 2066.0 1.24 .00 7.88 4.66 .000 .045 .055 .000 .003274, 55. 55. 55. 2 0 0 .00 1490 MH CARD USED - SECNO- 32725.000 3265 DIVIDED FLOW OLOSS L -BANK ELEV TWA R -BANK ELEV ELMIN SETA TOPWID ENDST .11 465.00 322.5 460.00 437.70 2160.89 366.75 3357.05 PAGE 53 3301 HV CHANGED MORE THAN HVINS 33Qa.,WARNIM: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 2.36 32725.000 22.77 460.97 .00 .00 461.10 .12 .51 TEXAS) PIS MODEL 463.00 14900.0 5153.8 6656.6 3089.6 2242.5 1882.5 2271.1 2109,8 .07 332.6 KIM 1.28 2.30 3.54 1.36 .060 .045 .055 .000 438.20 ....461.00 3568.07 .000589 380. 420. 520. 2 0 0 .DO 1488.85 3839.63 1 - 12SEP99. 14:59:29 Ti DENTON CREEK PROPOSED CONDITION SPLIT FLOW T2 WINDSOR ESTATES AND DEFOREST COURT (COPPELL, TEXAS) PIS MODEL T3 500 -YEAR PIS DISCHARGE PROFILE FILE: PRPSD4ST.OAT J1 ICHECK ING KIM IDIR BTRT ' M$TRIC HVINS Q.: WgSy FQ 0 5 0 0 .001 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBM CHNIM ITRACE 15 0 -1 1 , 12SEP99 14:59:29 HEM DEPTH 0 CWSEL CRIME WHELK EG HV HL GLOSS, L -BANK SLEV QLOB TIME VLOB QCH OROS ALOE ACH - - ARDS VOL TMA R -BAD( ELEV SLOPE XLOBL VCH XLCH VROB XLOBR Xm ITRIAL X"CH TDC XNR WTN ELKIN .EST& ICour CORAR TOPWID M40ST .PROP 4 _ Ccw- - lOQ mm. ..300 • dkm .000 2095 KEEL NOT OIVBN, AVG OF MAX, MIN USED _ 000- 18.86 14161.4 9059.7 447.36 5101.7 .00 00 3047.1 447.58 1044.6 .22 .00 .00 446.00 00 2.97 4.88 .0 .00 .035 .045 .0 .000 .0 .000 .0 428.50 448.00 773.19 - .001016 0. - 0. 0. 0 0 14 .00 1283.61 2056.81 *SECNO 1.000 - .000 1 19.58 448.48 .00 .00 448.59 .11 .99 448.00 _1416 ;.4 10891.4 3270.0 .0 4379.5 1094.5 0 114.2 .01 38.7 452.00 12 2.49 -- 2.99 .00 .035 -.045 .000 .000 428.90 636.57 OD0806 850. 1700. 870. 2 0 0 . x .00 2404.63 3041.20 •SECNO 1.100 3265 DIVIDED FLAN 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .65 1.100 20.55 .449.65 .00 .00 449.99 .34 1.34 450.00 14161.4 7499.7 6661.7 0 2233.2 1147.6 0 222.2 .07 80.3 450.00 - .19 3.36 890. 5.80 loo .035 .045 .000 - .000 429.10 352;42 .601905 1570. 1330. 2 0 -0 AW 142 7.59 2058.99. PAGE 54 PAGE 55 - SECNO 2.000 3265 DIVIDED FLOW - 2.000 21.32 450.62 .00 .00 451.19 .57 1.12 .07 452.00 14161.4 5689.4 8468.3 3.7 1273.7 1227.7 6.2 254.1 88.4 450.00 .21 4.47 6.90 .59 .035 .045 .055 .000 429.30 1058.38 .002249 250. 800. 680. 2 0 0 .00 781.36 2077.14 ' SECNO 3.000 1 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB OCR QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN EL24IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3280 CROSS SECTION 3.00 EXTENDED .47 FEET 3.000 21.57 451.27 ..00 .00 451.94 .67 .73 .03 452.00 14222.7 3653.3 9414.7 1154.6 932.5 1238.0 297.6 272.0 92.9 444.00 .23 3.92 7.60 3.88 .035 .045 .055 .000 429.70 2112.00 .002144 230. 380. 385. 2 0 0 .00 716.83 3096.17 ' SECNO 4.000 3265 DIVIDED FLOW 3280 CROSS SECTION 4.00 EXTENDED .79 FEET 4.000 21.89 451.59 .00 .00 452.05 .46 .08 .02 452.00 14222.7 4139.4 8267.8 1815.5 1218.7 1267.3 520.3 274.8 93.5 444.00 .23 3.40 6.52 3.49 .035 .045 .055 .000 429.70 2145.00 .001474 35. 50. 50. 2 0 0 .00 788.62 3127.94 ' SECNO 5.000 3265 DIVIDED FLOW 328p..CROSS SECTION 5.00 EXTENDED .78 FEET 5.000. 21.78 451.58 .00 .00 452.13 .55 .06 .03 452.00 1,4222.7- 4482.1 9120.3 620.3 1222.7 1312.0 326.5 276.8 93.8 450.00 .23 3.67 6.95 1.90 .035 .045 .055 .000 429.80 2165.00 .001723 1. 50. 50. 2 0 0 .00 869.83 3220.27 .1490 NH CARD USED • SECNO 6.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3082.0 TYPE= 1 TARGET= 3081.999 6.000 21.81 451.61 .00 .00 452.26 .65 .10 .03 452.00 14222.7 4944.4 9275.6 2.7 1244.6 1242.5 4.1 279.5 94.2 452..00 PAGE 56 .23 3.97 7.47 .65 .035 .043 .045 .000 429.80 2205.00 .002021 1. 80. 100. '2 0 0 .00 727.57 3092.00 12SEP99 14:59:29 SECNO - DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV -'. Q Q40B QCH QROB ALOB ACH AROB VOL TWA R -BANK EL.EV TIME VLOB VCH VROB XNL XNCH XNR WTN ELWIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490.NH CARD USED �SECNO 7.000 3265 DIVIDED FLOW _ 3470 ENCROACHMM STATIONS= .0 3103.0 TYPE. 1 TARGET= 3102.999 7.000 21.80 451.80 .00 .00 452.77 .98 .42 .10 452.00 14502.3 4838.2 9092.8 571.4 915.4 1014.9 63.1 288.1 96.8 452.00 .24 5.29 8.96 9.06 .035 .043 .015 .000 430.00 2412.00 .003260 175. 160. 100. 2 0 0 .00 600.48 3103.00 'SSCHO 9.000 3280 CROSS SECTION 9.00 EXTENDED 2.23 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 1.70 9.000 22.73 453.23 00 00 453.64 .42 .81 .06 '430..00 15848.8 6748.2 7766.0 1333:9 1824 -1 1216.-0 370:9 312.9 102.4 '446.00 .26 3.70 6_38 3.60 .035 A45 - .045 .000 430.50 2419.00 .001353 340.. 460. 460. .2 0 0 .00 717.37 3133.37 -56CN0 10.000 32$0 CROSS- ZRM;{Nd 10.00 EXTENDED 2.48 FEET '. 10.000 22.88 453.48 .00 .00 453.95 .48 .29 .02 452.00 18293.7 7712.0 9092.5 1489.2 1843.4 1366.2 376.2 328.5 106.2 4,,,Q.00 .27 4.18 .6..66 3..96 ...035 ..045 .045 -.000 430.60 2 00 .001781 250. 150. 80. 2 0 0 '.00 821.86 31tlJ 6 •SECNO 11.000 - 3280 CROSS SECTION 11.00 EXTENDED 2.58 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 1.68 1 12SEP99 14:59:29 - 'SBCNO - DEPTH CWSEI. CHINS WSELK 80 HV HL OLOSS X,-BANK ELEV 0° QLOB OCR _. - QR06 :. -. ALOW - - .ACH.. AROB VOL.... TWA - _* +BANK 15694 -. TIME .V]WB VCH VROB XNL XNCH XNR WTN EL4IN - SSTA ''- SLOPE XLOBL XLCH KL.OBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 57 PAGE 58 -SECNO 13.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.60 3470 ENCROACHMENT STATIONS= 4920.0 5925.0 TYPE= 1 TARGET= - 4920.000 ELENCL- ELENCL= 11.000 23.16 453.96 00 .00 454.19 23 .21 .02 452.00 21088.9 11918.4 6628.1 2542.4 3330.5 1513.6 659.4 347.7 110.0 450.00 .29 3.58 4.38 3.86 .035 .045 .035 .000 430.80 2200.00 .000837 190. 190. 140. 2 0 0 .00 980.73 3180.73 'SECNO 12.000 - 5919.94 0 .00 1112.00 6042.00 12SEP99 14:59:29 33D2 WARNING: CONVEYANCE, CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.55 3470 ENCROACHMENT STATIONS= 2170.0 3150.0 TYPE= 1 TARGET= - 2170.000 WSELK EG ELENCL= 460.00 ELENCR= 100000.00 OLOSS L -HANK ELEV Q QLOB QCH QROB ALOB 12.000 23.09 454.09 .00 .00 454.38 .29 .17 .02 451.20 26138.7 11360.0 14105.9 672.8 3700.4 2721.1 247.1 386.9 116.8 452.00 .30 3.07 5.18 2.72 .035 .035 .035 .000 431.00 2170.00 .000533 350. 185. 180. 2 0 0 .00 968.52 3138.52 -SECNO 13.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.60 3470 ENCROACHMENT STATIONS= 4920.0 5925.0 TYPE= 1 TARGET= - 4920.000 ELENCL- ELENCL= 460.00 ELENCR- 100000.00 460.00 ELENCR= ". 460.00 14.000 13.000 22.76 454.16 .00 .00 454.49 .34 .10 .01 451.40 451.30 .36200.0 6407.8 29782..1 10.0 2703.3 5952.0 10.6 426.5 121.8 452.00 126.0 .32 2.37 - 5.00 .94 .035 .035 .035 .000 431.40 4920.00 .000 .000398 220. 230. 180. 2 0 0 .00 999.95 5919.94 0 'SECNO 14.000 3280 CROSS SECTION 14.00 EXTENDED 1.33 FEET 1 3470 ENCROACHMENT STATIONS= 4930.0 6042.0 TYPE= 1 TARGET= 1112.000 ELENCL- 460.00 ELENCR= 460.00 460.00 ELENCR= ". 460.00 14.000 22.63 -. 454.33 .00 .00 454.56 .23 06 01 451.30 3..6200.0 6450.1 29723.9 26.0 2963..7 7170.5 23.3 463.5 126.0 452.00 " .33 2.18 4.15 1.12 .035 .035 .035 .000 431.70 4930.00 .000297 175. 170. 200. 2 0 0 .00 1112.00 6042.00 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -HANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB -XNL XNCH XNR Wm ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 19647.000. 3280. CROSS SECTION 19647.00 EXTENDED 1.42 FEET 3470 ENCROACHMENT STATIONS= 4930.0 6195.0 TYPE= 1 TARGET= 1265.000 ELENCL= 460.00 ELENCR= ". 460.00 19647.000 22.73 454.43 -.00 ». 00. 454.64 . -21 .08 .00 451.30 36200.0 7189. 2 28452.2 558.6 3018.7 7220.0 395.1- 520.9 132.6 452.00 .35 2.38 3.94 1.41 .035 .040 .035 .000 431.70 4930.00 .000347 240. "240. 263. 1 0 0 .00 1265.00 6195.00 PAGE 59 1490 NH CARD USED 'SECNO 19770.000 3280 CROSS SECTION 19770.00 EXTENDED 3470 ENCROACHMENT STATIONS- 5408.0 ELENCL= 470.00 ELENCR 470.00 19770.000 22.46 454.46 . .00 36200.0 2794.4 31294.5 2111.1 .36 1.50 3.99 ..2.01 .DO0218 123. - ' 123. 149. 1490 NH CARD U$ED •SECNO 14930.Og - 3280 CROSS SECTION 19930.00 EXTENDED 3470 ENCROACHN@TC. STATIONS- 5408.0 ELENCL- 470.00 ELENCR- 470.00 19430.000 22_49 454.49 .00 36200.0 2843.4 31680.6 1676.0 .37 1.60 4.03 1.58 ..000222 160. 160. 153. 1490 NH CARD USED 'SECNO 20025.000 3470,ENCROACHMENT STATIONS = ELENCL- 470.00 ELENCR= 1 _ - :- '., 12SEP99 '- f4 :59:29 , e. .15 FEET 6373.0 TYPE= 1 TARGET= .00 454.68 22 1766.3 7848.2 1050.9 .045 .034 .040 1 0 0 .18 FEET 6434 - •0 TYPE> 1 TARGET= - .00 454.72 .23 1774.9 7863.1 1057.7 .045 .034 .040 1 0 0 5408.0 6442.0 .TYPE - 470.00 965.000 .03 .00 448.50 551.4 135.9 452.00 .000 432.00 5408.00 .00 - 965.00 6373.00 1026.000 .04 - 00 446.50 590.5 139.5 452.00 .000 432.00 5408.00 .00 1026.00 6434.00 1 TARGET= 1034.000 SECHO DEPTH CWSEL CRINS NS$LK- EO Q, QLOS QCA QROS ALOB ACH . Frhm VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XEo0BR ITRIAL IDC 20025.000 22.48 454.48 .00 .00 454.75 36200.0 3027.7 32849.4 322.9 1770.3 7565.7 .38 1.71 4.34 .-.67 .045 .034 .000254 - 95. - 95. -:30. 2 't 0 CCgV= 100 CEHV- .300 .. - ' 20980.000 3iiO ENCROACHMENT STATIONS- 1040.0 1580.0 TYPE - RIJWL- 470.00 ELENCR- 453.70 20980.000 22.23 454.53 - 00 .00 455.01 36200.0 .0 35507.4 692.6 .0 6298.4 .41 -.00 5.64 .63 .000 .035 .000386 '.775. .630. 415. .2 0 •SECNO 20990.000 - -- . 3q70 ENCROACFMEpiP STATIONS= 1040..0 1457.0. .TYM E1Y�NCL• 470.00 ELENCe= 452.10 20999.000 22.22 454.52 .00 .00 455.02 36"200.0 .0 35337 -.0 263.0 .0 6297.5 .41 .00 5.71 .93 .000 .035 .000396 10. 10_. 10. 1 0 L=j C Q NV HL OLOSS L -BANK El" AROS VOL TWA R -BANK ELEV XNR MTN ELMIN SSTA ICONT CORAR TOPWID ENDST .27 .02 .01 446.50 485.2 611.7 141,4 453.00 .055 .000 432.00 5408.00. - 0- .00 1034.00 6442.00 1 TARGET= 540.000 .48 20 06 458.10 1093.6 735.2 `156.2 450.00 055 -.000 432.30 1059.46 - 0 .00 1385.80 244S.21' 1 ::TARGET= 417.000 .50 00 01 458.10 282.3 736.8 156.4 450.00 .055 .000 432.30 1059:47 0 .00 4%.01 1553.48 PAGE 60 ' SECNO 21260.000 3265 _DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0.. 1522.0 TYPE= 1 TARGET= 474.000 ELENCL= 470.00 ELENCR= 454.00 21260.000 22.29 454.79 .00 .00 455.17 .39 .14 .01 458.40 - 36200.0 .0 36176.8 23.2 .0 7251.2 57.0 797.4 160.9 454.00 .43 .00 4.99 .41 .000 .035 .055 .000 432.50 1065.84 .000359 380. 380. 390. 2 0 0 .00 536.21 1607.61 ' SECNO 21635.000 1 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET= 397.000 12SEP99 14:59:29 - PAGE 61 SECNO DEPTH CWSEL CRIWS WSELK BC, HV HL OLOSS L -BANK ELEV 4 QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EL41M SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELENCL= 470.00 ELENCR= 454.80 21635.000 21.05 454.75 .00 .00 455.40 .65 .15 .08 458.60 36200.0 .0 36194.2 5.8 .0 5578.9 17.6 847.9 164.6 454.00 .44 .00 6.49 .33 .000 .035 .055 .000 433.70 1080.11 .000549 340. 340. 400. 2 0 0 .00 374.80 1454.90 ' SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE- 1 TARGET- 467.000 ELENCL= 470.00 ELENCR= 455.80 21645.000 21.06 454.76 .00 .00 455.41 .65 .01 .00 458.60 36200.0 .0 36194.1 5.9 .0 5580.4 17.7 849.1 164.7 454.00 .44 .00 6.49 .33 .000 .035 .055 .000 433.70 1080.09 .000548 10. 10. 10. 0 0 0 .00 374.90 1454.98 1490 NH CARD USED * SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET= 366.000 ELENCL= 470.00 ELENCR= 454.50 22370.000 22.79 455.29 .00 .00 455.94 .65 .53 .00 450.50 36200.0 .0 35690.8 509.2 .0 5494.1 865.2 965.9 178.1 454.50 .48 .00 6.50 59 .000 .035 .055 .000 432.50 5094.00 ..000657 880. 880. 480. 2 0 0 .00 1474.89 6568.89 CCHV= .100 CEHV= .300 1490. NH CARD USED * SECNO 23800.000 3470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE- 1 TARGET= 1533.000 ELENCL- 470.00 ELENCR= 454.00 23800.000 23.06 456.36 ..00 .00 456.65 .29 .68 .04 450.00 36200.0 26414.6 8926.4 558.9 5687:6 2616.5 615.3 1159.1 211.6 454.00 .56 4.64 3.41 1.65 .037 :.035 .055 .000 433.30 5467.00 .000522 720. 1430. 680. 2 0 0 .00 1915.77 7382.77 1490 NH CARD USED •SECNO 24400.000 1 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS WSELX EG HV HL - OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB. ACH AROB VOL 'PNAR -BANK ELEV TIRE VLOB .UCH VROB XNL. 'XNCH XNR WIN E(MN SSTA'' SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET= 1680.000 470.00 ELENCR= pt L= 470.00 ELENCR= 470.00 ALOB 25530.000 22.06 456.46 .00 .00 457.93 24400.000 25.15 456.65 .00 .00 456.79 .14 .13 .02 459.20 . 36200.0 .0 36200.0 - .0 .0 12262.5 7 .0 1263.7 227.3 . 470:00 ' 59 .00 2.95 , 1000215 00 .000 .028 .000 .000 431.50 5267.38 130. 550. 230. 2 0 0 .00 1672.62 6940.00 CCHV= .100 CEHV= .300 1490 NH CARD USED •SBCNO 24700.000 3302 .WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .62 - 3470 ENCROACHMENT STATIONS= 4187.0„ 5200.0 TYPR=. 1 - TARGET= 1013.000 EGS4CIv 470.00 SL_ENCR= 470.00 ' - 24'100.000 22.73 - 456.63 .00 -.00 457.01 .38 .15 451.00 36200.0 27181.0 9019.0 0 5566.0 1739.2 .0 1358.9 .07 240.7 470.00 .62 4.88 5.19 ' .00 .037 .035 .000 .000 433.90 4187.00 .000557 610. 350. 80. 2 0 0 .00 1013.00 5200.00 CCHV= .100 CERV= .300 'SECNO 25530.000 3301. HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE. CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 3470 - ENCROACHMENT .STATIONS= - 2494.0 2742.7 TYPE* 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 QCR QROB. ALOB 25530.000 22.06 456.46 .00 .00 457.93 1.47 34200.0 .1.0 36199.0 `.72 .0 1.4 3719.8 .0 .64 9.73 00 .055 .035 .000 .001473 700. 700. 560. 2 0D 12SEP99 14:59:29 248.670 . - 60 33 455.33 1447.5 250.8 470.00 .000 434.40 2494.00 .00 248.67 2742.67 sECNO DEPTH CWSEL CRIM WSELR X0 HV HL OIASS L-utat ELEV Q.' QLOB QCR QROB. ALOB AM AROB VOL TWA R -BRIM( ELEV VCH VROB RNL XNCH XNR WTN ELMIN SSTA . SIAYE XVLOS XLCH - _XLOYR _--- ITRIAL - - -- IOC -- -BLOW - trnrin- -. PAGE 62 PAGE 63 'SECNO 25770.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE= 1 TARGET= 286.000 HL 3470 ENCROACHMENT STATIONS- ELENCL= 470.00 ELENCR= 470.00 TARGET= 2683.000 ACH SEANCE= 470.00 ELENCR= 470.00 25770.000 22.72 457.32 .00 .00 458.25 .93 .26 28090.000 23.48 458.68 455.33 36200.0 1.5 36198.5 0 2.4 4685.8 .0 1470.7 .05 252.3 470.00 .65 .64 7.73 .00 .055 .035 .000 .000 434.60 2494.00 .000817 240. 240. 240. 2 0 0 .00 286.00 2780.00 14" NH CARD USED 0 .00 1691.93 4108.93 3265 DIVIDED FLOW * SECNO 26830.000 3301 HV CHANGED MORE THAN HVINS OF ACCEPTABLE RANGE, KRATIO : 1.58 3470 ENCROACHMENT STATIONS= 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.20 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= 1 TARGET= 2580.420 ELENCL= 470.00 ELENCR= 470.00 00 .00 459.35 .11 31 26830.000 22.27 458.57 .00 .00 458.66 .08 .33 .08 457.35 36200.0 .0 13710.7 22489.3 .0 4885.5 11349.7 1711.1 273.1 452.00 .77. .00 2.81 1.98 .000 .032 .055 .000 436.30 2619.58 .000169 1030. 1050. 960. 2 0 0 .00 1533.93 4153.51 1490 NH CARD USED • SECNO 28080.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 HV HL 3470 ENCROACHMENT STATIONS- 2417.0 5100.0 TYPE= 1 TARGET= 2683.000 ACH SEANCE= 470.00 ELENCR= 470.00 TWA R -BANK ELEV TIME VLOB VCH VROB XNL 28090.000 23.48 458.68 .00 .00 459.02 .33 .29 .07 470.00 36200.0 0 25333.5 10866.5 .0 4724.7 5078.2 1999.0 309.0 458.40 .83 .00 5.36 2.14 .000 .031 .055 .000 435.20 2417.00 .000697 850. 900. 1000. 2 0 0 .00 1691.93 4108.93 1 12SEP99 14:59:29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BAPS( ELEV Q QLOB QCH QROB ALOB ACH ARDS 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 1490 NH CARD USED • SECNO 28870.000 3265 DIVIDED FLOW 3302 - WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO : 1.58 3470 ENCROACHMENT STATIONS= 2319.0 5400.0 TYPE- 1 TARGET= 3081.000 ELENCL= 470.00 ELENCR= 470.00 28870.000 22.94 459.29 - 00 .00 459.35 .11 31 02 457.00 16200.0 .0 16809.7 19390.3 .0 4916.0 12114.3 2244.1 349.0 459.30 .91 .00 3.42 1.60 .000 .036 .055 .000 436.30 2319.00 .000280 610. 610. 900. 2 0 0 .00 2485.88 4874.32 PAGE 64 P.- CCHV= .100 CEHV- .300 1410 NH CARD USED •80CND. 29610.000 3'265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2055.0. 5100.0 TYPE: 1 TARGET= 3045.000 ELENCL= 470.00 ELENCR= 470.00 29610.000 21.99 459.39 .00 .00 459.63 .23 .24 .04 455.65 ..36200.0 .20.0 21349.5 14830.5 21.6 4568.1 6349.3 2484.6 380.7 458.70 .97 .93 4.67 2.34 .055 .033 .055 .000 437.40 2055.00 .000397 650. 650. 800. 2 0 0 .00 1118.28 3205.73 1490 NH CARD USED - •SBCNO 30S70.00D - -. 3268 DIVIDED PLOW 3470 ENCROACHMENT STATIONS. 3445.0 7100.0 TYPE= 1 TARGET- 3655.000 ELENCL= 470.00 ELENCR= 470.00 30570.000 21.53 459.76 .00 .00 460.09 .32 .44 .03 457.43 36200.0 .1 24037.1 12162.8 .4 4542.0 4620.2 2692.2 408.3 460.00 1.03 .20 5.29 2.63 .055 .029 .055 .000 438.23 3445.00 ...000606 900. 900. y00. 2 0 0 .00 1557.59 6216.01 1 - - - .A,2SEP99 14:59, - 1 2 P - - PACE 65 SBCNO DEPTH CNSEL CRIWS WSELX EG HV HL GLOSS L -BANK ELSV Q QLOB. QCH QAOB..; ALOB.. AM -.. AROB VOL TMA R -BANK BLEV Tuft VLOB -. VCH VROB XNL XNCH XMR MTN ELKIN SSTA SLOPE XLOBL XLCH XLOHR ITRIAL IDC ICONT CORAR TOPMID ENDST •SECM0 31230.000 3265 DIVIDED PLOW - -- 3302,WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 3470 ENCROACHMENT STATIONS= 3387.0 7100.0 TYPE= 1 TARGET= 3713.000 ELENCL= 470.00. ELENCR= .470.00 q 31. 230.000 ' 21.93 460.03 - 00 . .00 460.82 79 .59 .14 470.00 36200.0 0 31329.4 4870.6 .0 4111.0 2113.2 2807.9 432.9 460.80 1.05 00 7.62 2.30 .000 .035 .055 .000 438.10 3387.00 - .0015S6 '- -- 620. . 620. 700. 2 0 0 .00 1605.34 5903.62 nik!ND 32 3265 DIVIDED FLOW _ 33p} BV CNANGRD *ORE THAM MV 306 Bt CRGACHMENT STATIONS= 3010.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 0 L:::l 0 Um Lza U2 0 Qu = UZI L LEI D I 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= ••• +•• +' 7185 MINIMUM SPECIFIC ENERGY 32150.000 23.90 460.90 459.95 .00 462.90 2.00 1.71 .36 460.50 36200.0 461.4 28656.5 7082.0 288.6 2260.1 2634.3 2929.9 466.2 - 460.00 1.08 1.60 12.68 2.69 .055. ...035 .0$5 .000 437.00 3040.00 - - .002196 900. 920. 950. - 41 8 0 .00 1476.43 4713.23 CCHV- .300 CEHV= .500 435.00 3397.39 .002303 50. 50. 50. 4 16 0 .00 180.96 1490 NH CARD USED +SECNO 32230.000 3265 DIVIDED FLOW •SRCND 32200.000 3301 HV CHANGED MORE THAN HVINS 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD= 463.60 MAX ELLC- '•' *•• +* 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 1 6180.0 TYPE= 1 TARGET= 3130.000 ELENCL- 470.00 BLENCH= 470.00 12SEP99 14:59:129 32230.000 27.74 462.74 459.20 .00 465.90 .3.16 .08 PAGE 66 SECNO DEPTH CWSEL CRIWS WHELK EG HV RL OLOSS L -BANK ELEV Q QLOB OCH OROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONP CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= ••• +•• +' 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 3050.0 5734.0 TYPE= 1 TARGET= 2684.000 ELENCL- 470.00 ELENCR= 470.00 32200.000 24.20 459.20 459.20 .00 465.03 5.82 .11 1.91 461.50 36200.0 .0 33197.0 3003.0 ..0 1659.8 303.5 2934.0 467.1 461.50 11 1.08 .00 20.00 9.89 .000 .015 .021 .000 435.00 3397.39 .002303 50. 50. 50. 4 16 0 .00 180.96 4403.75 +SECNO 32230.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD= 463.60 MAX ELLC- '•' *•• +* 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE= 1 TARGET= 3130.000 ELENCL- 470.00 BLENCH= 470.00 32230.000 27.74 462.74 459.20 .00 465.90 .3.16 .08 .80 461.50 36200.0 289.6 32126.1 3784.3 293.3 2149.8 534.0 2936.9 467.5 461.50 1.08 .99 14.94 7.09 .055 .015 .022 .000 435.00 3050.00 .001096 50. 50. 50. 21 16 0 .00 485.27 4409.72 CCHV= .100 CEHV= .300 •SECNO 32250.000 3301 HV CHANGED MORE THAN HVINS 1 12SEP99 14:59:29 PAGE 67 SECNO DEPTH CWSEL MINE WSELK EO HV HL OLOSS L -BANK ELEV - - -0 QLOB QCH OBOE ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR NTN ELWIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONP CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE. RANGE, KRATIO = 1.97 ( F=l 3470�VNCROACHNENT STATIONS= - 3040.0 6180.0 TYPE- 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32290.000 -29.09 - 466.09 .00 .00 466.21 .12 .00 .30 460.50 36200.0 3135.5 12162.4 20902.1 2127 4, .2909,0 13454.3 2937.1 467.6 460.00 .1.06 1.47 4.18 '1.55 .055 - .045 .055 .000 437.00 3040.00 .000282 1. 1. 1. 4 0 0 .00 2892.37 5932.37 1490 NH CARD USED ' SECNO 32305.000 32305.000 98.42 466.12 .00 .00 466.23 .11 .02 .00 465.00 36200.0 6018.0 10304.8 19877.1 4452.5 2659.1 9459.4 2959.2 471.8 460.00 1.08 1.35 3.88 2.10 .055 .045 .054 .000 437.70 124.12 .000506 55. 55. 55. 55. 0 0 0 .00 3852.65 3976.77 1490 NH CARD USED ' SECNO 32725.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.41. .:.- 32- 225.000 "28.13 466.33 .00 .00 466.39 .06 .15 .01 463.00 11145.0 6698.2 16356.8 7425.1. .2992.8 11009.0 3160.5 511.3 461.00 ' - 1.15' '1.50 2.91 1.49 .058 .045 .055 .000 438.20 .00 .000235 380. 420. 520. 2 0 0 .00 3908.58 3908.58 1 _ :12SRP99 14:59:29 - _ PAGE 68 .THIS RUN EXECUTED 12SEP99 14:59:31 HEC -2 WATER SURFACE PROPILES Version 4.6.2; May 1991 •.. »e.a.. ♦ :......�. c�a sa: a •♦. e.» r :• TRITE- ASTEBISr- M AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST 10 -YEAR PIS PR SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELKIN Q. _ CWSEL _. MINE E0 10'KS VCH AREA .01K :000 .00 .00 .00 428:50 83 �Q 40 444.04 .00 - 446.26 'e 4.67 2545.58 2629.35 1000 00 c ,`:00 °'.QO t 8,50 ; i,{C'fA.60 .;:.446.41. .- ,00 ±446.63 .1046 .r( 20;01 4.21 2938.37 3056.33 ,..1 • (".^°E ,..e=2 ( ( F=l F= 1', M .000 .00 .00 .00 428.50 10277.10 .000 .00 .00 .00 428.50 14161.40 1.000 1700.00 .00 .00 428.90 8340.40 1.000 1700.00 .00 .00 428.90 9670.00 1.000 1700.00 .00 .00 428.90 10277.10 1.000 1700.00 .00 .00 428.90 14161.40 1.100 1570.00 .00 .00 429.10 8340.40 1.100 1570.00 .00 .00 429.10 9670.00 1.100 1570.00 .00 .00 429.10 10277.10 ' 1.100 1570.00 .00 .00 429.10 14161.40 2.000 800.00 .00 .00 429.30 8340.40 2.000 800.00 .00 .00 429.30 9670.00 2.000 800.00 .00 .00 429.30 10277.10 2.000 800.00 .00 .00 429.30 14161.40 3.000 380.00 .00 .00 429.70 8340.40 3.000 380.00 .00 .00 429.70 9670.00 3.000 380.00 .00 .00 429.70 10277.10 3.000 380.00 .00 .00 429.70 14222.70 4.000 50.00 .00 .00 429.70 8340.40 4.000 50.00 .00 .00 429.70 9670.00 4.000 50.00 .00 .00 429.70 10277.10 4.000 50.00 .00 .00 429.70 14222.70 5.000 50.00 .00 .00 429.80 8340.40 5.000 50.00 .00 .00 429.80 9670.00 5.000 50.00 .00 .00 429.80 10277.10 5.000 50.00 .00 .00 429.80 14222.70 1 13.83 5.83 1743.10 2243.00 450.48 12SEP99 14:59:29 446.56 .00 446.78 10.02 4.74 3106.82 3246.55 447.36 .00 447.58 10.16 4.88 4091.78 4443.08 447.30 .00 447.41 8.81 3.16 3248.34 2809.65 447.63 .00 447.74 8.78 3.05 3727.79 3263.02 447.77 .00 447.88 8.77 3.01 3939.16 3471.05 448.48 .00 448.59 8.06 2.99 $473..95 4987.08 448.55 .00 448.88 15.51 5.33 2077.10 2118.06 448.88 .00 449.20 16.45 5.45 2405.11 2384.11 449.01 .00 449.34 16.79 5.49 2552..77 2507.97 449.65 .00 449.99 19.05 5.80 3380.83 3244.54 449.44 .00 449.84 14.46 5.50 1740.58 2193.29 449.79 .00 450.22 16.33 5.88 1933.49 2392.75 449.92 .00 450.38 17.16 6.05 2017.51 2480.79 450.62 .00 451.19 22.49 6.90 2507.57 2986.46 449.88 .00 450.35 13.62 5.96 1706.05 2260.13 450.27 .00 450.80 15.59 6.42 1873.03 2448.99 450.43 .00 450.98 16.46 6.61 1952.10 2533.29 451.27 .00 451.94 21.44 7.60 2468.17 3071.58 450.06 .00 450.42 10.90 5.37 2016.71 2525.85 450.50 .00 450.88 11.89 5.68 2253.69 2804.75 450.67 .00 451.06 12.31 5.81 2360.06 2929.44 451.59 .00 452.05 14.74 6.52 3006.30 3704.56 450.05 .00 450.50 13.83 5.83 1743.10 2243.00 450.48 .00 450.96 14.83 6.16 2012.94 2511.03 450.65 .00 451.15 15.22 6.29 2133.68 2634.57 451.58 .00 452.13 17.23 6.95 2861.22 3426.19 PAGE 69 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 6.000 80.00 .00 .00 429.80 8340.40 450.11 .00 450.60 15.27 6.12 1624.94 2134.29 6.000 80.00 .00 .00 429.80 9670.00 450.53 .00 451.07 16.62 6.50 1824.34 2371.92 6.000 80.00 .00 .00 429.80 10277.10 450.71 .00 451.27 17.16 6.65 1916.59 2480.58 6.000 80.00 .00 .00 429.80 14222.70 451.61 .00 452.26 20.21 7.47 2491.15 3163.94 7.000 160.00 .00 .00 430.00 8340.40 450.25 .00 450.98 23.97 7.18 1228.82 1703.47 7.000 160.00 .00 .00 430.00 9670.00 450.69 .00 451.49 26.63 7.73 1393.60 1873.87 7.000 160.00 .00 .00 430.00 10277.60 450.87 .00 451.69 27.44 7.91 1483.19 1961.88 7.000 160.00 .00 .00 430.00 14502.30 451.80 .00 452.77 32.60 8.96 1993.43 2540.15 ' 9.000 460.00 .00 .00 430.50 8372.10 451.39 .00 451.73 12.06 5.45 2103.61. 2410.91 ' 9.000 460.00 .00 .00 430.50 9891.90 451.92 .00 452.26 11.80 5.56 2481.56 2879.72 ' 9.000 460.00 .00 .00 430.50 10622.90 452.13 .00 452.47 11.89 - 5.64 2628.47 3080.23 9.000 460.00 .00 .00 430.50 15848.80 453.23 .00 453.64 13.53 6.38 3412.95 4308.18 10.000 150.00 .00 .00 430.60 8654 - .40 451.64 .00 451.95 13.02 5.11 2158.94 2398.65 10.000 150.00 .00 .00 430.60 10685.20 452.14 .00 452.49 14.42 5.50 2507.23 2814.32 10.000 150.00 .00 .00 430.60 11630.40 452.35 .00 452.72 14.86 5.66 2666.36 3017.41 10.000 150.00 .00 .00 430.60 18293.70 453.48 .00 453.95 17.81 6.66 3585.79 4334.41 * 11.000 190.00 .00 .00 430.80 8973.00 452.01 .00 452.12 5.33 3.05 3609.81 3888.01 ' 11.000 190.00 .00 .00 430.80 11588.40 452.55 .00 452.68 6.04 3.38 4128.59 4714.26 * 11.000 190.00 .00 .00 430.80 12776.00 452.76 .00 452.91 6.34 3.52 4339.08. 5073.09 * 11.000 190.00 .00 .00 430.80 21088.90 453.96 .00 454.19 8.37 4.38 5503.54 7289.48 12.000 185.00 .00 .00 431.00 10324.50 452.10 .00 452.20 2.12 2.91 4754.24 7087.85 ' 12.000 185.00 .00 .00 431.00 13880.30 452.64 .00 452.78 2.91 3.53 5275.11 8139.00 ' 12.000 185.00 .00 .00 431.00 15466.90 452.86 .00 453.02 3.24 3.77 5487.50 8590.04 I 12.000 185.00 .00 .00 431.00 26138.70 454.09 .00 .454.38 5..33 5.18 6668.64 11323.82 13.000 230.00 .00 .00 431.40 12800.00 452.16 .00 452.23 .96 2.23 6687.14 13067.14 13.000 230.00 .00 .00 - 431.40 18200.00 452.71 .00 452.83 1.61 2.97 7220.40 14338.04 13.000 230.00 .00 .00 431.40 20600.00 452.93 .00 453.08 1.92 3.28 7439.94 14043.45 13.000 230.00 .00 .00 .431.40 36200.00 454A6 .00. 454.49 3.98 5.00 8665.89 18149.63 14.000 - .000 170.00 .00 .00 .431.70 12800.00 452.19 .00 452.25 .77 1.89 7773.83 14553.46 14 170.00 .00 .00 431.70 18200.00 452.77 .00 452.86 1.26 2.50 8423.53 16184.68 14.000 170.00 .00 .00 431.70 20600.00 453.00 .00 453.11 1.49 2.75 8684.22 16867.22 14.000 170.00 .00 .00 431.70 36200..00 454.33 .00 454.56 2.97 4.15 10157.46 21009.62 19647.000 240.00 .00 .00 431.70 12800.00 452.22 .00 452.27 .97 1.85 7840.70 13008.51 19647.600 240.00 .00 .00 - 431.70 18200.00 452.81 .00 452.89 1.56 2.43 8586.51 14560.26 19647.000 240.00 .00 .00 431.70 20600.00 453.05 .00 453.15 .1.83 2.67 8891.21 15230.30 19647.000 240.00 .00 .00 431.70 36200.00 - 454.43 .00 454.64 3.47 3.94 10633.87 79426.69 19770.000 123.00 .00 .00 432.00 12800.00 - 452.23 .00 152.27 .49 .1.74 8505.81 18324.85 19770.000 123.00 .00 .00 432.00 18200.00 452.83 .00 452.91 .84 2.33 9083.37 19888.99 19770.000 123.00 .00 .00 432.00 20600.00 453.07 .00 453.17 1.00 .2.57 9320.17 20551.25 19770.000 123.00 .00 .00 432.00 36200.00 454.46 .00 454.68 2.18 3.99 10665.31 24533.51 12SEP99 14:59:29 , - PAGE 10 SECNO XLCH ELTRD ELLC ELNIN Q LVML CRIWS EO 10•KS VCH AM - .01K 19930.000 160.00 .00 .00 432.00 12800.00 452.24 .00 452.28 .51 1.77 8384.11 17987.29 19930.000 160.00 .00 .00 432.00 18200.00 452.84 .00 452.92 .86 2.37 9004.16 19574.35 19930.000 160.00 .00 .00 432.00 20600.00 453.09 .00 453.18 1.04 2.61 9257.87 20247.31 19930.000 160.00 .00 .00 432.00 36200.00 454.49 .00 454.72 2.22 4.03 10695.68 24305.95 20025.000 - .95.00 .00 .00 432.00 12800.00 452.24 .00 452.29 .56 1.88 7592.71 17170.59 26025.000 95.00 .00 .00 432.00 18200.00 452.84 .00 452.93 .96 2.52 8138.15 18533.68 20025.000 95.00 .00 .00 432.00 20600.00 453.08 .00 453.20 .1.16 2.79 8306.81 19121.12 20025.000 95.00 .00 .00 432.00 36200.00 454.48 .00 454.75 2.54 4.34 9021.18 223 - 29.20 20980.000 630.00 .00 .00 432.30 12800.00 452.26 .00 452.34 .76 2.32 SS38.00 14710.36 20980.000 630.00 .00 .00 432.30 ISM .00 - 452.87 .00 453.02 1.36 3.18 5826.96 15612.38 20980.000 630.00 .00 - .00 432.30 20600.00 453.12 .00 - 453.31 1.66 3.54 954.93 11S 20980.000 630.00 .00 .00 432.30 34208.00 454.53 .00 4SS.01 3.86 5.64 391.94 .18 1.20 20990.0 10.00 .00 .00 4 18200.00 452.87 .00 453.03 1.36 3.18 5800.71 1561 1.43 20990.000 10.00 .00 .00 432.30 20600.00 953.12 .00 453.31 1.66 3.54 1911.79 1044.31 20990.000 10.00 .00 .00 432.30 36200.00 454.52 .00 4SS.02 3,96 5.11 6S79.71 18198.98 21260.000 380.00 .00 .00 432.50 12800.00 452.30 .00 452.37 .70 2.08 0164.85 1S27S.83 21260.000 380.00 .00 .00 432.50 18200.00 452.95 .00 453.08 1.26 2.82 6444.50 16233.52 21260.000 380.00 .00 .00 432.50 20600.00 453.22 .00 453.38 1.53 3.14 6560.41 16634.74 21260.000 380.00 .00 .00 432.50 36200.00 454.79 .00 455.17 3.59 4.99 7308.21 19115.51 21635.006 340.00 .00 .00 433.70 12400.00 452.30 .00 454.41 1.08 2.67 4791.20 12332.43. 21635.000 340.00 .00 .00 433.70 18200.00 452.95 .00 453.15 - f.93 3.64 4995.81 13110.43 21635.000 340.00 .00 .00 433.70 20600.00 453.22 .00 453.47 2.35 4.05 5081.07 13438.49 21635.000 340.00 .00 .00 433.70 36200.00 454.75 .00 455.40 5.49 6.49 SS96.50 1S4U.23 21645.000 10.00 .00 .00 433.70 12800:00 152.30 .00 452.41 1.08 2.67 4791.41 12333 ..48 21645.000 10.00 .00 .00 433.70 16200.00 452195 .00 453.16 1.93 3.64 4996.31 13'11$.37 21645.000 10.00 .00 .00 433.70 26600.00 453.22 .00 453.47 2.35 4.05 Sg8L. 69 13440.91 . 22645.000 10.00 .00 .00 431.70 36200. QO 454.76 .00 455.41_ 5.44:. 6.41 . 55?A..14._15487_64 _. _._.. 22370.000 840.00 .00 .00 432.0 12808.00 452.40 .00 452.52 1.31 2.84 4508.79. 11196.51. 22370.000 .880.00 .00 .00 432.50 18200.00 453.12 .00 453.35 2.38 3.85 4730.80 11791.38 22370.000 880.00 .00 .00 432.50 20660.00 453.43 .00 453.71 2.96 4.26 4832.11 11082.59 22370.000 880.00 .00. .00 432.50.. 36200..00 455.29. .00 435.94 6.57 6 50 6359,;27 - 14118;.78. 23800.000 1430.00 .00 .00 433.30 12800.00 452.55 .00 452.73 2.33 1.69 4167.47 8379.64 23800.000 1430.00 .00 .00 433.30 18200.00 453.42 .00 453.70 3.69 2.12 4738.95 9469.20 23800.000 1430.00 .00 .00 433.30 20600.00 453.80 .00 454.13 4.24 2.29 5030.67 10007.91 23800.000 1430.00 .00 .00 433.30 36200.00 456.36 .00 456.65 5.22 3.41 9119.33 15839.13 * 24400.000 550.00 .00 .00 431.50 12800.00 452.75 .00 452.79 .77 1.73 7395.04 14591.56 * 24400.000 550.00 .00 .00 431.50 18200.00 453.72 .00 453.80 1.20 2.20 8266.11 16590.86 * 24400.000 550.01D .00 .00 431.50 20600.00 454.15 .00 454.23 1.38 2.36 8718.10 17564.15 * 24400.000 550.00 .00 .00 431.50 36200.00 456.65 .00 456.79 2.15 2.95 12262.45 24693.32 1 12SEP99 14 :59:29 - PACE 71 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10 *KS VCH AREA .OIK * 24700.000 350.00 .00 .00 433.90 12800.00 452.73 .00 452.88 2.02 2.53 4206.47 9012.07 * 24700.000 350.00 .00 .00 433.90 18200.00 453.69 .00 453.93 3.15 3.35 4700.08 10255.14 * 24700.000 350.00 .00 .00 433.90 20600.00 454.11 .00 454.38 3.60 3.67 4939.63 10855.36 * 24700.000 350.00 .00 .00 433.90 36200.00 456.63 .00 457.01 5.57 5.19 7305.18 15336.85 25530.000 700.00 .00 .00 434.40 12800.00 452.81 .00 453.12 4.10 4.51 2835.90 6325.11 * 25530.000 700.00 .00 .00 434.40 18200.00 453.78 .00 454.33 6.68 5.94 3063.00 7041.16 * 25530.000 700.00 .00 .00 434.40 20600.00 454.20 .00 454.86 7.83 6.51 3162.66 7361.50 * 25530.000 700.00 .00 .00 434.40 36200.00 456.46 .00 457.93 14.73 9.73 3721.20 9431.00 25770.000 240.00 .00 .00 434.60 12800.00 453.00 .00 453.21 2.49 3.68 3480.31 8112.78 25770.000 240.00 .00 .00 434.60 18200.00 454.11 .00 454.47 3.98 4.81 3780.70 9124.62 25770.000 240.00 .00 .00 434.60 20600.00 454.59 .00 455.02 4.62 5.26 3913.22 9580.78 25770.000 240.00 .00 .00 434.60 36200.00 457.32 .00 458.25 8.17 7.73 4688.16 12663.90 * 26830.000 1050.00 .00 .00 436.30 13300.00 453.34 .00 453.38 .98 1.88 9412.69 13424.92 * 26830.000 1050.00 .00 .00 436.30 18900.00 454.67 .00 454.72 1.33 2.25 10990.94 16362.96 * 26830.000 1050.00 .00 .00 436.30 21300.00 455.24 .00 455.30 1.44 2.37 11695.28 17762.31 * 26830.000 1050.00 .00 .00 436.30 36200.00 458.57 .00 458.66 1.69 2.81 16235.19 27823.01 * 28080.000 900.00 .00 .00 435.20 13300.00 453.32 .00 453.64 5.32 4.62 3386.42 5768.19 * 28080.000 900.00 .00 .00 435.20 18900.00 454.66 .00 455.07 7.27 5.43 4517.27 7007.48 * 28080.000 900.00 .00 .00 435.20 21300.00 455.24 .00 455.67 7.66 5.61 5101.20 7698.24 * 28080.000 900.00 .00 .00 435.20 36200.00 458.68 .00 459.02 6.97 5.36 9802.90 13707.08 28870.000 610.00 .00 .00 436.30 13300.00 453.78 .00 453.97 4.78 3.86 5391.27 6082.62 28870.000 610.00 .00 .00 436.30 18900.01D 455.31 .00 455.47 4.40 3.85 8242.00 9008.44 28870.000 610.00 .00 .00 436.30 21300.00 455.93 .00 456.08 4.12 3.78 9512.74. 10488.03 * 28870.000 610.00 .00 .00 436.30 36200.00 459.24 .00 459.35 2.80 3.42 17030.35 21645.83 29610.000 650.00 .00 .00 437.40 13300.00 454.09 .00 454.24 3.15 3.46 5535.12 7495.06 29610.000 650.00 .00 .00 437.40 18900.00 455.58 .00 455.75 3.65 3.91 6962.56 9897.29 29610.000 650.00 .00 .00 437.40 21300.00 456.18 .00 456.36 3.74 4.05 7560.25 11012.46 29610.000 650.00 .00 .00 437.40 36200.00 459.39 .00 459.63 3.97 4.67 10938.95 18166.26 30570.000 900.00 .00 .00 438.23 13300.00 454.39 .00 454.62 4.99 4.18 4249.52 5953.68. 30570.000 900.00 .00 .00 438.23 18900.00 455.92 .00 456.19 5.78 4.68 5417.71 7860.29 30570.000 900.00 .00 .00 438.23 21300.00 456.53 .00 456.81 5.94 4.82 5917.20 8736.38 30570.000 900.00 .00 .00 438.23 36200.00 459.76 .00 460.09 6.06 5.29 9162.64 14700.23- 31230.000 620.00 .00 .00 438.10 13300.00 454.62 .00 455.07 7.73 5.33 2496.05 4784.39 31230.000 620.00 .00 .00 438.10 18900.00 456.13 .00 456.79 10.61 6.52 3029.36 5801.57 31230.000 620.00 .00 .00 438.10 21300.00 456.74 .00 457.46 12.11 6.88 3329.78.. 6119.57 * 31230.000 620.00 .00 .00 438.10 36200.00 460.03 .00 460.82 15.86 7.62 6224.21 9091.19 32150.000 920.00 .00 .00 437.00 13300.00 455.08 .00 45Q.17 13.18 8.40 1645.08 3663.90 32150.000 920..00 .00 .00 437.00 18900.00 456.68 .00 458.38 19.07 10.57 1945.96 4328.10 32150.000 920.00 .00 .00 437.00 21300.00 457.34 .00 459.26 21.06 11.30 2113.30 4641.69 32150.000 920.00 .00 .00 437.00 36200.00 460.90 459.95 462.90 21.96 12.68 5182.91 7724.26 I 12SEP99 14:59:29 PAGE . 72 VCH AREA 11.17 1256..09 4642.08 13.73 1467.28 5479.34 14.60 1560.22 5856.52 20.00 1 %3.27 1542.68 11.09 1266.85 4683.92 13.48 1495.70 - 5594.17 14.24 1602.74 6030.67 14.94 2977.14 10934.70 5.35 - 1873.18 3277.47 6.02 2793.42 4353.67 5.84 386S.86 5194.64 4.18 18490.71 21558.90 9.20 11 -37.63 2 ],2� 1.44 8.32 1829 7 1 6 2120.21 3.,48 16$11.08 l.id8 . 8 4.52 3022.28 30$2.03 4.03 5027.54 5003.87 3.54 6996.02 6137.00 2.91 21426.89 23615.54 PAGE 73 SECWO XLCH ELTRD ELLC ELWIW Q CWSEL CRIWS SG 10 -KS 32200.000 50.00 463.60- 999999.00 435.00 13300.00 454.74 .00 456,62 ..8.21 32200.000 50.00 463.60- 999999.00 435.00 18900.00 456.21 .00 459.01 _11:90 32200.000 50.00 463.60- 999999.00 435.00 21300.00 456:81 .00 459.96 13.23 ' 32200.000 50.00 463.60- 999999.00 - 435.00 36200.00 459.20 459.20 465.03 23.03 32230.000 50.00 463.60- 999999.00 435.00 13300.00 454.82 .00 456,67 8.06 - 32230.000 50.00 463.60- 999999.00 435.00 18900.00 456.40 .00 459.09 11.41 ".32230.000 50.00 463.60- 999999.00 435.00 21300.00 457.08 .00 460.07 12.47 ' 32230.000 50.00 463.60- 999999.00 435.00 35200.00 462.74 459.20 465.90 10.96 ' 32250.000 1.00 .00 .00 437.00 9400.00 456.37 .00 456.81 8.23 32250.000 1.00 .00 .00 437.00 .13200.00 458.80 .00 459.31 9.19 12250.000 1.00 .00 .00 437.00 14900.00 439.88 .00 460.33 8.23 * 32250.000 1.00 .00 .00 437.00 .36200.00 466.09 .00 466.21 2.82.. * 32305.000 - `55.00 .00 .00 437.70 9400.00 455.92 .00 53.81 ' 32305.000 55.00 .00 .00 437.70 13200.00 458.60 .00 _457.13 459.53 38.76 -' .32305.000 56.00 .00 .00 437.70 14900.00 459.70 .00 460.52 32.74 32305.000 .:55.00 .00 ..00 437.70 35Y00.00 466.12 .00 4.66,23 5.06 * 32725.000 420.00 .00 .00 438.20 9400.00 457.80 .00 458;.03 9.49 * 32725.000 420.00 .00 .00 438.20 13200.00 460.03 .00 450.20 6.96 ' 12725.000 420 -.00 .00 .00 #38.20 14900.00 460.97 .00 46.1.10 5..89 ' 52725_000 420.00 .00 .00 438.20 36200.00 466.33 .00 466.39 2.35 32,SEP99 14:59 :29 - 10 -YEAR FIE DISCHARGE PR - SUMNARY PRINfOM TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH .000 8340.40 446.04 .00 .00 .00 1000.06 .00 .000 9670.00 446.41 .37 .00 .00 1099.06 .00 - - - .000 10277.10 446.56 .15 .00 .00 1138.89 .00 .000 14161.40 447..36 .80 .00 - .00 1283.61 .00 1.000 8340.40 447.30 .00 1.26 .00 1385.24 1700.00 1.000 9670.00 447.63 .33 1.22 .00 1526.83 1700.00 1.000 10277.10 447.77 .14 1.21 .00 1585.24 1700.00 1.000 14161.40 448.48 :71 1.12 _. .00 2404.63 1700.00 1.100 8340.40 448.,55 .00 1.25 C.00 942.55 1570.00 - 1.100 9670.00 448.88 .32 1.25 .00 1085.18 1570.00 1.100 10217.10 449.01 .13 1.24 .00 1143.61 1570.00 * 1.100 14161.40 449.65 .64 1.17 .00 1427.59 1570.00 2.000 8340.40 449.44 .00 .89 .00 528.29 800.00 2.000 9670.00 449.79 .34 .91 .:..00 598.91 800.00' -- 'x.000 10277..10. 449.92. .14 .91 '_00 527.18 800.00 2..040 14161.40. 450.62 .74 . %.-. .00 761:35 800:00 - -3 - .000 - 8349.49 449.88 - 00 - .44 - .00 - 390.92 - - 380.00 3.000 9670..00 450.27 .19 .49 .00. 474.13 380.00. - 3.000 10277.10 450.43. .16 .51 .QO 514.94 380.GO 3.000 14222.70 451.27 .83 .65 ., .00. 716.83 380.00 VCH AREA 11.17 1256..09 4642.08 13.73 1467.28 5479.34 14.60 1560.22 5856.52 20.00 1 %3.27 1542.68 11.09 1266.85 4683.92 13.48 1495.70 - 5594.17 14.24 1602.74 6030.67 14.94 2977.14 10934.70 5.35 - 1873.18 3277.47 6.02 2793.42 4353.67 5.84 386S.86 5194.64 4.18 18490.71 21558.90 9.20 11 -37.63 2 ],2� 1.44 8.32 1829 7 1 6 2120.21 3.,48 16$11.08 l.id8 . 8 4.52 3022.28 30$2.03 4.03 5027.54 5003.87 3.54 6996.02 6137.00 2.91 21426.89 23615.54 PAGE 73 4.000 8340.40 450.06 .00 .18 .00 506.45 50.00 4.000 9670.00 450.50 .43 .22 .00 588.74 50.00 4.000 10277.10 450.67 .18 .24 .00 622.15 50.00 4.000 14222.70 451.59 .91 .32 .00 788.62 50.00 5.000 8340.40 450.05 .00 -.02 .00 584,.79 50.00 5.000 9670.00 45 1 0.48 .43 -.02 .00 667.404 50.00 5.000 10277.10 `450:.65 .18 -.02 .00 700..72 -50.00 5.000 14222.70 451.58 .93 -.01 :00 869.83 50.00 6.000 8340.40 450.11 .00 .06 .00 - 435.54 80.00 6.000 9670.00 450.53 .42 .06 .00 515.84 80.00 6.000 10277.10 450.71 .17 .05 .00 549.03 80.00 6.000 '14222.70 451.61 .90 .03 .00 727.57 80.00 7.000 8340.40 450.25 .00 .14 .00 276.70 160.00 7.000 9670.00 450.69 .44 .15 .00 477.69 160.00 7.000 10277.60 450.87 .18 .16 .00 499.75 160.00 7.000 14502.30 451.80 .93 .19 .00 600.48 160.00 1 12SEP99 14:59:29 PAGE 74 SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH ' 9.000 8372.10 451.39 .00 1.14 .00 707.13 460.00 9.000 9891.90 451.92 .53 1.24 .00 711.39 460.00 " 9.000 10622.90 452.13 .21 1.26 .00 712.52 460.00 9.000 15848.80 453.23 1.10 1.43 .00 717.37 460.00 10.000 8654.40 451.64 .60 .25 .00 654.41 150.00 10.000 10685.20 452.14 -51 .22 .00 738.26 150.00 10.000 11630.40 452.35 .21 .22 .00 784.24 150.00 10.000 18293.70 453.48 1.13 .25 .00 821.86 150.00 • 11.000 8973.00 452.01 .00 .37 .00 971.06 190.00 * 11.000 11588.40 452.55 .53 .40 .00 973.19 190.00 ` 11.000 12776.00 452.76 .22 .41 .00 974.06 190.00 ' 11.000 21088.90 453.96 1.19 .48 .00 980.73 190.00 * 12.000 10324.50 452.10 .00 .09 •. .00 958.43 185.00 ' 12.000 13880.30 452.64 .54 .09 .00 960.58 105.00 • 12.000 15466.90 452.86 .22 .10 .00 961.46 185.00 * 12.000 26138.70 454.09 1.22 .13 .00 968.52 185.00 * 13.000 12800.00 452.16 .00 .06 .00 989.67 230.00 ` 13.000 10200.00 452.71 .55 .06 .00 991.82 230.00 ` 13.000 20600.00 452.93 .22 .06 .00 992.71 230.00 • .13.000 36200.00 454.16 1.23 .07 .00 999.95 230.00 14.000 12800.00 452.19 .00 .04 .00 1112.00 170.00 14.000 18200.00 452.77 .58 .06 .00 1112.00 170.00 14.000 20600.00 453.00 .23 .08 .00 1112.00 170.00 14.000 36200.00 454.33 1.32 .17 .00 1112..00 170.00 19647.000 12800.00 452.22 .00 .02 .00 1265.00 240.00 19647.000 18200.00 452.81 .59 .04 .00 1265.00 240.00 19641.000 20600.00 453.05 .24 .05 .00 1265.00 240.00 19647.000 36200.00 454.43 1.38 .10 .00 1265.00 240.00 • 19770.000 12800.00 452.23 .00 .01 .00 965.00 123.00 19770.000 18'100.00 452.83 .60 .02 .00 965.00 123.00 19770.000 20600.00 453.07 .24 .02 .00 965.00 123.00 19770.000 36200.00 454.46 1.39 .02 .00 965.00 123.00 19930.000 12800.00 452.24 .00 .01 .00 1026.00 160.00 PAGE 75 PMT 76 4 8Ww IIt44 FMXB 19930.000 18200.00 452.84 .60 .01 .00 1026.00 160.00 19930.000 20600.00 .453.09 .25 .01 .00 1026.00 160.00 19930.000 36200.00 454.49 1.40 .03 .00 1026.00 160.00 ,20025..009 1 2000.00 $52.24 .00 .00 835.30 95 - .00 20 025.000 1$200.00 '452.84 ..00 6 .00 .00 %$.76 95.00 20025.000 20600.00 453.08 .25 .00 .00 1034.00 95.00 20025.000 36200.00 454.48 1.40 -.01 .00 1034.00 95.00 12SEP99 14:59:29 - - SECNO Q CWSEL DIFWSP DIFWSX DIFKSS TOPWID XLCH 20980.000 12800.A0 452.26 - .00 .02 .00 418.92 630.00 20980.000 18200.00 452.87 .61 .03 .00 513.63 630.00 20980.000 20600.00 453.12 .25 .03 .00 514.67 630.00 20980.000 36200.00 454.53 1.41 .05 .00 1385.80 630.00 20990.QQQ 12800.00 452.26 .00 .00 .00 439.14 10.00 20990.000 18200.00 452.87 .61 .00 .00 441.22 10.00 20990.000 20600.00 453.12 .25 .00 .00 450.23 10.00 20990.000 36200.00 454.52 1.40 -.01 .00 496.01 10.00 21260.000 12800.00 452.30 .00 .05 .00 420.45 380.00 21260.000 18200.00 452.95 .65 .09 .00 428.60 380.00 21260.000 20600.00 453.22 .27 .11 .00 431.93 380.00 21260.000 36200.00 454.79 1.56 .27 .00 536.21 380.00 ' 21635.000 - 12800,00 452.30 .00 .00 .00 314.63 340.00 21635.000 18200.00 452.95 .65 -.01 .00 318.53 340.00 21635.000 20600.00 453.22 .27 -.01 .00 320.14 340.00 21635.000 36200.00 454_75 1.53 -.04 .00 374.80 340.00 21645.000 12800.00 452.30 .00 .00 .00. 314.63 10.00 21645.000 18200.00 452.95 .65 .00 .00 318.54 - 10.00 21645.000 20600.00 453.22 .27 .00 .00 320.15 10.00 21645.000 36200.00 454.76 1.54 .01 .00 374.90 10.00 22370._000. 12800.00 452.40 .00 .09 .00 309.85 %0.00 22370.000 18200.00 453.12 .72 .17 .00 323.90 880.90 22370.000 20600.00 453.43 .31 .21 .00 333.32 880.00 22370.000 36200.00 455.29 146 _ .53 _ ..00 1474.69 869.00 23800.000 12800.00 452.55 .00 .16 .00 594.62 1430.00 23800.000 18200.00 453.42 .86 .29 .00 730.75 1430.00 23800.000 20600.00 -- 453.80 .38 .37 .00 791.26 1430.00 23800.000 36200.00 456.36 2.56 1.07 .00 1915.77 1430.00 • 24400.000 12800.00 452.75 ..QO. .19 .00 803.02 550.00 • 24400.000 18200.00 453.72 .98 .31. .00 10,08.25 550.,0 • 24400.000 20600.00 454.15 .43. .35 .00 1132..40 550.00 24400.000 36200.00 456.65 2.51' .29 .00 1672.62 550.00 • 24700.000 12800.00 452.73 .00 -.02 .00 490.17, 35,.00 • 24700.000 18200.00 453.69 .96 -.03 .00 538.07 3511.00 24700.000 20600.00 454.11 .42.. -.04- .00 634.61 354}00 • 24700,060 06 362.00 456.63 2.52 -.03 .00 1013.00 390.00 25530.000 128.00 00 452.01' .00. .08 .00 230.3 2 700.00 • 25530.000' 18200.00 453.70 .99 .09 .00 237. 66, 700.00 • 25530.000 20600.00 -454-.20 _....42 -.. .09 .00 24"- .700: • 25530.000 36200.00 456.46 2.26 -.16 .00 248.67 700.00 12SEP99 14:59:29 1 17A f -=I ( f [ C [ 1= L l PAGE 75 PMT 76 4 8Ww IIt44 FMXB I SECNO 0 CWSEL DIFKWP DIFKWX DIPXWS TOPWID XLCH 25770.000 12800.00 453.00 .00 .19 .00 265.60 240 - .00 25770.000 18200.00. 454.11 1.11 .33 .00 273.72 240.00 25:770.000 20600.00 454.59 .48 .39 .00 277:23 240.00 25770.000 36200.00 457.32 2.73 .86 .00 286.00 240.00 * 26830.000 13300.00 453.34 .00 .34 .00 1135.93 1050.00 * 26830.000 18900.00 454.67 1.33 .56 .00 1219.14 1050.00 * 26830.000 21300.00 455.24 .58 .65 .00 1236.31 1050.00 * 26830.000 36200.00 458.57 3.33 1.25 .00 1533.93 1050.00 * 28080.000 13300.00 453.32 .00 -.02 .00 766.50 900.00 * 28080.000 18900.00 454.66 1.34 -.01 .00 945.65 900.00 * 28080.000 21300.00 455.24 .59 .00 .00 1042.34 900.00 * 28080.000 36200.00 458.68 3.44 .11 .00 1691.93 900.00 28870.00.0 13300.00 453.78 .00 .46 .00 1754.08 610.00 28870.000 18900.00 455.31 1.53 .65 .00 1994:78 610.00 28870.000 21300.00 455.93 .62 .68 .00 2107.25 610.00 * 28870.000 36200.00 459.24 3.32 .56 .00 2485.88 610.00 29610..000 13300.00 454.09 .00 .32 .00 940.67 650.00 29610.000 - 18900.00 455.58 1.48 .27 - .00 983.73 650.00 29610.000 21300.00 456.18 .60 .25 .00 - 1004.76 650.00 29610.000 36200.00 459.39 3.21 .15 .00 1118.28 650.00 30570.000 13300.00 454.39 .00 .30 .00 727.10 900.00 30570.000 18900.00 455.92 - 1.53 .34 .00 799.17 900.00 30570.000 21300.00 456.53 .61 .35 .00 834.14 900.00 30570.000 36200.00 459.76 3.24 .37 .00 1557.59 900.00 31230.000 13300.00 454.62 .00 .23 .00 247.85 620.00 31230.000 18900.00 456.13 1.51 .21 .00 459.44 620.00 31230.000 21300.00 456.74 .61 .21 .00 531.39 620.00 * 31230.000 36200.00 460.03 3.29 .26 .00 1605.34 620.00 32150.000 13300.00 455.08 .00 .46 .00 149.14 920.00 32150.000 18900.00 456.68 1.60 .55 .00 245.11 920.00 32150.000 21300.00 457.34 .66 .60 .00 263.33 920.00 32150.000 36200.00 460.90 3.56 .87 .00 1476.43 920.00 32200.000 13300.00 454.74 .00 -.34 .00 136.16 50.00 32200.000 18900.00 456.21 1.47 -.48 .00 151.00 50.00 32200.000 21300.00 456.81 .60 -.53 .00 157.05 - 50.00 * >32200.000 36200.00 459.20 2.39 -1.70 .00 180.96 50..00 32230.000 13300.00 454.82 .00 .08 .00 136.97 50.00 32230.000 18900.00 456.40 1.58 .19 .00 152.87 50.00 32230.000 21300.00 457.08 .68 .27 .00 159.74 50.00 * 32230.000 36200.00 462.74 5.66 3.54 .00 485.27 50.00 12SEP99 14:59:29 PAGE 77 SECNO Q CWSEL DIFKSP DIFKWX DIFKWS TOPWID XLCH * 32250.000 9400.00 456.37 .00 1.55 .00 236.75 1.00 32250.000 13200.00 458.80 2.42 2.40 .00 774.05_ 1.00 32250.000 14900.00 459.88 1.08 2.80 .00 1142.83 1.00. * 32250.000 36200.00 466.09 6.21 3.35 .00 2892.37 1.00 * 32305.000 9400.00 455.92 .00 -.45 .00 207.79 55.00 * 32305.000 13200.00 458.60 2.67 -.20 .00 308.39 55.00 • 32305.000 14900.00 459.70 1.11 -.18 .00 366.75 55.00 32305.000 36200.00 466.12 6.41 .03 .00 3852.65 55.00 • 32725.000 9400.00 457.80 .00 1.87 .00 649.05 420.00 • 32725.000 13200.00 460.03 2.24 1.43 .00 1411..32 420.00 • 12725.000 14900.00 460.97 .94 1.27 .00 1488:85 420.00 * 32725.000 36200.00 466.33 5.35 .21 .00 3908:58 420.00 12SEP99 14:59:29 PAGE 78 1 SLD24ARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 1.100 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSM- 9.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE varpme 86Ct4D= 9.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCMABLE - RANGE WA*PM SECNO- 9 -.000 PROFILE- 3 CONVEYANCE CHANGE ODUTSIDE ACCEPTABLE RANGE WAR01B SECNO= 9.000. PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAR SECNO= - . 11.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAMP SECNO= 11.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SBCNO =. 11.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 12.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO =. 12.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE KAMM WARNING SECNO- 12.000 PROFILE= 3 C ANCE CHANGE OUTSIDE ACCEPTABLE RANGE . WARNING SECNO= 12.000. PROFILE= 4 ANNCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE SHCNO= 13.000 .PROFILE= 2 CONVEYANCES CHANGE OUTSIDE hocarrAHLE' RANGE W SP.CNO= 13.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCdf'AO.EfRAIM WARNING SECNO= 13.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCMABLE 1BNMi6 WARNING BE=- 19770.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NARAM S110110- 24400.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAI= SECNO- 24400.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTAKX'RMM GSCN0- 24400.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE Etft SBCNO- 24400.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNM SECNO- - 24700.000 PROFILE- 1 - CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANIB$ :t WARNING SECNO= - 24700.000 - PROFILE= 2 CONVEYANCE CHANGE ACCEPTAULX#pgpgg WARMING SBbM- 24700.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCELTABLE-RANBE WARNING SECNO- 24700.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 WARNING.SECNO =' 25530.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE OWE WARNING, SECNO= 25530.000 PROFILE= 3 CONVEYANCE. CHANGE OUTSIDE ACCEPTABLE: RANGE WARNING. SECNO= 25530.000 :PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLS' RANGE WARNING SECNO- 26830.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE W SECNO= 26830.000 .PROFILE= 2 GE CONVEYANCE CHAN OUTSIDE ACCEPTABLE RANGE WARRENG SSCNA= .26830.000 PROFILE- 3 CONVEYANCE, CHANGE OUTSIDE ACCEPTABLE IRA" SECNO- 26830.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE' SRCNO- 28080.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 5010- 28080.000 PROFILE= 2 - CONVEYANCE•CNANGE OUTSIDE ACg ARN.E_EANQE SSUENO= - 28080-000 PRM LB= 3 - CONNVEYANCE CN ME CUTSIDR RCCEP'TAHLE,1IOI 6 WARPIG S3040- PROFILE- 4 CONVEYANCE. CHANGE OUTSIDE ACCEPTABLE -PIXIM WARNING .SEAR)= 28870.000 •PROFILE =. 4 CONVEYANCE CHANGS.OUTSIDE ACCEPTABLE -RANGE WARNING SECNO= 31230.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 12SEP99 14:59:29 CAUTION SECNO= 32200.000 CAUTION SECNO= 32200.000 CAUTION SECNO= 32230.000 WARNING SECNO= 32230.000 WARNING SECNO= 32250.000 WARNING SECNO= 32250.000 WARNING SECNO= 32305.000 WARNING SECNO- 32305.000 WARNING SECNO= 32305.000 WARNING SBCXO= 32725.000 WARNING SECNO- 32725.000 WARNING BE=- 32725.000 WARNING SECNO- 32725.000 PROFILE= 4 CRITICAL DEPTH ASSUMED PROFILE= 4 MINIMUM SPECIFIC ENERGY PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 79 l Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas r t. t. r Appendix J Revised (Proposed) Conditions Floodway HEC -Z �- Model [" PRPSFDWY r 7-7 3 77771 1 + +ru rrarrrrrrea rru rrrrrrrrss ' HEC -2 WATER SURFACE PROFILES • Version 4.6.2; May 1991 ' RUN DATE 12SEP99 TIME 15:12:57 1 12SEP99 15:12:57 rrr rrr •rrrrrrr REC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 •asrs rrr rsrsrrse rarrraaeaaaaaaaa X x xxxxxxx XXXXX X x X X x X x x x XXXXXXX XXXX X X x x x X x x x x X x xxxxxxx xxxxx xxxxx X x X XXXXX XXXXX X X xxxxxxx TI DENTON CREEK PROPOSED CONDITION SPLIT FLOW 790 820 T2 WINDSOR ESTATES AND DEFOREST COURT (COPPELL, TEXAS) FLOODWAY MODEL 444.7 T3 100 -YEAR PIS DISCHARGE PROFILE FILE: PRPSFDWY.dat 446 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 2005 2140 0 2 0 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 200 FROM MORRISON: USED FLOWLINE FROM FEMA SECTION ADJUSTED FOR CONSTANT SLOPE SLOPE: 428.5- 429.3/ 4790= .000167 FL= 428.6 CL STATION= 2000 OVERBANK DATA FOR SECTION FROM TRINITY TOPO - RAI NC .035 .055 .045 .1 .3 QT 2 10277.1 10277.1 ET. 4.1 660 2060 X1 0 35 1960 2060 0 0 0 OR 450.4 660 450 760 448 770 446 OR - 442 800 440 805 440 815 442 OR 444 1080 444 1110 442.7 1125 444 OR 444 1315 444 1345 446 1520 447.1 OR 446 1860 446 1960 434 1980 428.5 OR 434 2020 446 2050 448 2060 448 uraurr• saaa aaarrrrrass usrssrsrer • U.S. ARMY CORPS OF ENGINEERS • HYDROLOGIC ENGINEERING CENTER + ' 609 SECOND STREET, SUITE D ' r DAVIS, CALIFORNIA 95616 -4687 + ' (916) 756 -1104 .r• +rrrrrrr rs rrrrrrrrrrerr ♦r♦ ++ + +a +r.rr PAGE 1 THIS RUN EXECUTED 12SEP99 15:12:57 WSEL 446.56 CHHIM FQ ITRACE 780 444 790 820 443.1 890 1210 444.7 1250 1640 446 1800 1995 428.5 2005 2140 448 2160 GR 450 2700 452 2765 454 2790 456 2800 458 2840 SLOPE: 428.5- 429.3/ 4790= .000167 22 1920 2060 890 1330 FL= 428.9 OR 450 350 448 364 446 CL STATION= 3000 444 381 442 390 GR 442 405 444 OVERBANK DATA FOR SECTION FROM TRINITY TOPO - HAI 840 450 1072 OR 448 ET 447.8 4.1 500 3050 1335 450 1790 450 1920 xi 1 22 2860 3050 850 870 1700 1995 429.1 2005 GR 450.6 500 450 610 448 645 446 660 444 665 OR 442 675 440 680 442 695 444 715 444.2 820 OR 445.1 1260 446 1410 448 2150 448 2860 446 2960 OR 436 2970 428.9 2995 428.9 3005 436 3010 450 3045 GR 452 3050 452 3190 X1 2 22 1913 1 250 680 800 GR 450.8 12SEP99 15:12:57 1070 448 1082 446 1090 444 PAGE 2 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY OVERBANK DATA FOR SECTION FROM TRINITY TORO - HAI ET 4.1 350 2060 X1 1.1 22 1920 2060 890 1330 1570 OR 450 350 448 364 446 373 444 381 442 390 GR 442 405 444 415 446 421 448 840 450 1072 OR 448 1258 447.8 1290 447.8 1335 450 1790 450 1920 GR 448 1950 438 1982 429.1 1995 429.1 2005 438 2023 GR 450 2060 452 2130 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY OVERBANK DATA FOR SECTION FROM TRINITY TOPO - HAI ET 4.1 1055 2057 X1 2 22 1913 2057 250 680 800 GR 450.8 1055 450 1070 448 1082 446 1090 444 1095 GR 442 1101 442 1120 444 1130 446 1140 448 1170 GR 449.1 1425 450 1598 452 1913 450 1942 446 1962 GR 438 1974 429.3 1995 429.3 2005 438 2020 450 2057 GR 452 2122 452.3 2138 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TORO, RT. OVERBANK DATA FROM CITY OF CO RELL TO ET 4.1 2112 3055 xi 3 22 2925 3035 230 385 380 OR 450.8 2112 450 2131 448 2140 446 2145 444 2150 OR 444 2168 446 2176 448 2184 450 2382 452 2825 OR 452 2925 450 2940 438 2978 429.7 2995 429.7 3005 GR 438 3024 444 3035 446 3070 448 3082 450 3093 OR 452 3098 454 3111 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO ET 4.1 2145 3092 X1 4 22 2932 3035 35 50 50 OR 450.8 2145 448 2172 446 2179 444 2184 444 2202 GR 446 2212 448 2220 450 2467 452 2810 452.8 2870 OR 452 2932 450 2940 438 2978 429.7 2995 429.7 3005 OR 438 3024 444 3035 446 3105 448 3112 450 3120 GR 452 3130 454 3144 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO ET 4.1 2165 3095 1 1 ' 1 J I 1 _I 1 I . __J 7 71 77 1 775 X1 5 24 2947 3054 1 50 GR 450.8 2165 448 2192 446 2199 OR 446 2232 448 2240 450 2490 OR 452 2947 438 2977 429.8 2995 OR 446 3045 448 3050 450 3054 OR 448 3200 450 3210 452 3223 1 448 2232 446 2239 444 OR 446 12SEP99 15:12:57 2280 450 2530 452 50 444 452 429.8 450 454 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERHANK DATA FROM PROPOSED CONDITION ADJUST 'n' VALUES TO REFLECT PROPOSED CONDITIONS INEFFECTIVE FLOW ADDED IN RT. OVERSAW NH 6 .035 2950 .045 3050 .045 3082 NH 3298 .040 3345 3025 446 3038 3082 ET 3109 3345 4.1 2205 3060 X1 6 24 2950 3060 1 100 80 X3 3082 455 GR 450.8 2205 448 2232 446 2239 444 OR 446 2272 448 2280 450 2530 452 OR 438 2977 429.8 2995 429.8 3005 438 GR 448 3043 450 3050 452 3060 451 GR 442 3283 451 3310 452 3329 456 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERSAW DATA FROM PROPOSED CONDITION ADJUSTED 'n' VALUE TO REFLECT PROPOSED CONDITIONS INEFFECTIVE FLOW ADDED IN RT. OVERSAW QT 2 10277.6 10277.6 NH 6 .035 2968 .045 3052 .045 3087 NH 3328 .040 3384 ET 4.1 2412 3063 X1 7 21 2968 3063 175 100 160 X3 3103 455 OR 450.8 2412 444 2435 444 2464 450 OR 452 2900 452 2968 -438 2983 430 OR 438 3017 446 3038 448 3045 450 OR 451 3087 442 3114 442 3313 451 GR 456 3384 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM PROPOSED CONDITION 'n' VALUE ADJUSTED CL STATION= 3000 QT 2 10622.9 10622.9 NC .035 .045 .045 ET 4.1 2418 3130 X1 9 19 2960 3052 340 460 460 GR 451 2418 450 2433 448 2444 446 OR 448 2493 450 2523 450.6 2668 450 OR 430.5 2995 430.5 3005 438 3013 446 OR 450 3114 452 3130 453 3134 456.5 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERSAW DATA FROM TRINITY TOPO, RT. OWM3ANK DATA FROM PROPOSED CONDITION 1 12$EP99 .15:12:57 QT 2 11630.4 11630.4 ET 4.1 2320 3135 2204 2835 3005 3160 3240 444 2222 452.8 2893 438 3025 448 3178 .04 3099 2482 450.7 2995 430 3052 452 3340 452 .015 2795 3005 3063 3368 2456 446 2481 2960 438 2987 3052 448 3087 3155 PAGE 4 PAGE 3 .04 3094 .015 2244 444 2262 2880 452 2950 3025 446 3038 3082 442 3109 3345 .04 3099 2482 450.7 2995 430 3052 452 3340 452 .015 2795 3005 3063 3368 2456 446 2481 2960 438 2987 3052 448 3087 3155 PAGE 4 X1 10 24 2936 3058 250 80 150 GR 451 2320 450 2336 448 2350 446 GR 448 2388 450 2495 450.8 2665 452 GR 452 2936 450 2948 438 2985 430.6 GR 438 3015 446 3040 448 3043 450 GR 448.2 3065 448.2 3120 453 3139 456 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY 448 4930 460 LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM PROPOSED CONDITION "n" VALUE ADJUSTED 448 GR 449.6 5300 450 5430 451.3 FENA CROSS - SECTION 18440 REMOVED (MORRISON) 5553 431.7 GR 431.7 5777 QT 2 12776 12776 5858 450 5862 452 1 1 . 1 NC .035 .035 .045 . _I _I 1 , I . I ET 4.1 2200 3171 X1 11 20 2910 3055 190 140 190 GR 451.4 2200 450 2220 448 2235 448 GR 450 2697 452 2910 450 2953 438 GR 430.8 3005 438 3017 446 3050 448 GR 446 3063 448 3096 448 3155 453 CHANNEL SECTION TAKEN FROM CORPS STAFF STUDY LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM PROPOSED CONDITION "n" VALUE ADJUSTED INEFFECTIVE FLOW ADDED IN LT. OVERBANK QT 2 15466.9 15466.9 NC .035 .035 .035 ET 4.1 1880 3128 X1 12 27 2860 3078 350 180 185 X3 2170 460 GR 450.6 1880 448 1940 446 1950 446 GR 446.9 2340 448 2430 449.3 2510 450 GR 449.2 2680 450 2770 451.2 2860 450 GR 431 2995 431 3005 438 3030 446 GR 450 3070 452 3078 450 3086 448.2 GR 453 3132 456 3150 USE FEMA CROSS SECTION DATA ON THIS SECTION for the channel portion LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM PROPOSED CONDITION INEFFECTIVE FLOW ADDED IN LT. OVERBANK QT 2 20600 20600 NC .035 .035 .035 ET 4.1 4210 5909 X1 13 24 5510 5909 220 180 230 X3 GR GR GR GR GR 1 458 SECTION 448.8 portion 431.4 2892 440 TRINITY TOPO, 450 3058 12SEP99 15:12:57 USE FEMA CROSS SECTION DATA ON THIS SECTION for the channel portion 452.5 2892 LT. OVERBANK DATA FROM TRINITY TOPO, RT. OVERBANK DATA FROM CITY OF COPPELL TO 3058 450 INEFFECTIVE FLOW ADDED IN LT. OVERBANK, RT. OVERBANK ADJUSTED DUE TO PROPOSED 3113 4720 FEMA CROSS- SECTION 19330 REMOVED (MORRISON) 4950 5125 450 5290 NC .035 .035 .035 448.0 5551.8 431.4 5627 5767 ET 4.1 4250 6052 448 5813 446 xi 14 28 5510 6032 175 200 170 5855 446 X3 448 4930 460 6042 460 5909 453 GR 458 4250 450 4300 446.7 4380 447.5 4820 448 GR 449.6 5300 450 5430 451.3 5510 450 5553 431.7 GR 431.7 5777 446 5850 448 5858 450 5862 452 1 1 . 1 I I 1 . > I . _I _I 1 , I . I 2358 446 2372 2828 452.5 2892 2995 430.6 3005 3058 450 3058 3157 448.2 3113 2473 448 2507 2987 430.8 2995 3053 450 3055 3175 456 3193 2000 447.2 2160 2630 450 2640 2898 438 2940 3045 448 3062 3093 448.2 3113 PAGE 5 4970 5617 5872 1 . 1 . __I ._ I 1 I 4920 460 9210 450 4260 446.7 4340 448 4720 448.3 4950 5125 450 5290 451.4 5510 448.0 5551.8 431.4 5627 5767 446 5792 448 5797 448 5813 446 5819 5830 431.4 5845 440 5855 446 5873 448 5878 5883 452 5909 453 5913 455 5925 PAGE 5 4970 5617 5872 1 . 1 . __I ._ I 1 I GR 452 5910 450 5919 448 5925 446 5932 436 5975 GR 440 5980 446 6004 448 6016 450 6024 452 6032 GR 452 6370 452 6730 453 6730 X- SECTION REPEATED NC .035 .035 .040 - ET 4.1 425,0 6052 %1 19647 28 5510 6032 240 263 240 X3 4930 460 6195 460 OR 458 4250 450 4300 446.7 4380 447.5 4820 448 4970 OR 449.6 5300 450 5430 451.3 5510 450 5553 431.7 5617 GR 431.7 5777 446 5850 448 5858 450 5862 452 5872 OR 452 5910 450 5919 448 5925 446 5932 436 5975 OR 440 5980 446 6004 448 6016 450 6024 452 6032 GR 452 6370 452 6730 453 6730 CROSS SECTION COPIED FROM 19930 NM 6 .045 5704 .035 5996 .045 6070 .035 6217 .055 NM 6247 .04 6410 ET 4.1 5208 6217 X1 19770 55 5704 6217 123 149 123 - X3 0 0 0 5408 470 6373 470 GR 454.3 1000 450 1040 448 1160 449 1190 449 1210 OR 448 1220 448 1320 449 1330 450 1460 450 1520 GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 GR 447 2540 447 3070 446.3 3240 446 3350 445 3360 GR 445 3370 446 3380 447 3460 447.5 3750 447 4070 GR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960 OR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 OR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070 OR 437 6110 432 6130 437 6150 452 6217 452 6247 OR 446 6277 446 6287 446 6308 446 6361 446 6381 OR 446 6396 447 6396.1 447 6401 452 6401.1 454.32 6410 CHANGED DISTANCE TO MATCH MEASURED TOPO NH 6 .045 5704 .035 5996_ .045 6070 .035 6217 .055 NH 6247 .04" 6545 ET 4.1 5208 6217 1 12SEP99 15:12:57 PAGE 6 XI 19930 55 5704 6217 160 153 160 X3 0 0 0 5408 470 6434 470 OR 454.3 1000 450 1040 448 1160 449 1190 449 1210 OR 448 1220 448 1320 449 1330 450 1460 450 1520 OR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 OR 447 2540 447 3070 446.3 3240 446 3350 445 3360 GR 445 3370 446 3380 447 3460 447.5 3750 447 4070 GR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960 OR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 GR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070 GR. 437 6110 432 6130 437 6150 452 6217 452 6247 OR 449 6277 449 6287 449 6308 449 6346 449 6516 GR 449 6516.1 449 6531 449 6536 452 6536.1 454.32 6545 ORIGINAL SECTION 19930 MOVED 30FT TO NEST PROPERTY LINE NH 5 .045 5704 .035 5996 .045 6070 .035 6190 .055 NH 7350 ET 4.1 5208 6190 X1 20025 53 5704 6190 95 30 95 X3 0 0 0 5408 470 6442 470 OR 454.3 1000 450 1040 448 1160 449 1190 449 1210 GR 448 1220 448 1320 449 1330 450 1460 450 1520 GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 GR 447 2540 447 3070 446.3 3240 ;446 3350 445 3360 GR- 445 3370 446 3380 497 3460 447.5 3750 447 4070 GR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960 GR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 GR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070 GR 437 6110 432 6130 437 6150 453 6190 453 6220 GR 452 6440 452 6520 450 6760 450 6900 452 6950 GR 454 7100 456 7250 458 7350 NC .055 .055 .035 .1 .3 ET 4.1 1040 1580 X1 20980 20 1040 1413 775 415 630 X3 0 0 0 1040 470 1580 453.7 GR 452 1000 458 1035 458.1 1040 458 1045 432.3 1152 GR 432.3 1312 435 1365 440 1385 450 1413 451 1420 GR 452 1432 452.7 1580 452 1711 451.5 2000 450.8 2255 GR 452 2405 454 2440 456 2460 458 2480 460 2525 ET 4.1 1040 1538 X1 20990 23 1040 1413 10 10 10 X3 0 0 0 1040 470 1457 452.1 GR 452 1000 458 1035 458.1 1040 458 1045 432.3 1152 GR 432.3 1312 435 1365 440 1385 450 1413 451 1420 GR 452 1432 452.1 1457 448.1 1473 448.1 1483 454.1 1547 GR 454.6 1557 455.5 2000 455.8 2255 455 2405 455 2440 GR 456 2460 458 2480 460 2525 1 12SEP99 15:12:57 PAGE 7 ET 4.1 1040 1522 X1 21260 26 1048 1522 380 390 380 X3 0 0 0 1048 470 1522 454 GR 452 1000 458 1042 458.4 1048 458 1054 432.5 1148 GR 432.5 1314 450 1382 455.5 1403 450 1425 433 1455 GR 433 1480 435 1500 440 1510 454 1522 454 1533 GR 453.6 1552 448.85 1571 448.85 1581 455.6 1635 455.6 1700 GR 455.9 2335 456 2430 456 2445 456 2495 458 2563 GR 460 2600 ET 4.1 1040 1407 X1 21635 23 1061 1408 340 400 340 X3 0 0 0 1061 470 1458 454.8 GR 452 1000 458 1055 458.6 1061 458 1067 433.7 1165 GR 433.7 1340 435 1370 454 1408 454.8 1458 451.5 1471 GR 451.5 1573 454.6 1584 454.1 1594 454.1 1596 454 1600 GR 454.9 1630 455 1640 455.8 2100 455 2290 455 2355 GR 456 2422 458 2530 460 2570 ET 4.1 1040 1407 X1 21645 18 1061 1408 10 10 10 X3 0 0 0 1061 470 1528 455.8 GR 452 1000 458 1055 458.6 1061 458 1067 433.7 1165 GR 433.7 1340 435 1370 454 1408 455.8 1520 454 1600 GR 452 1800 452 1800 451.8 2100 452 2290 454 2355 GR 456 2422 458 2530 460 2570 NH 5 .05 1300 .06 5094 .035 5460 .055 6610 .05 NH 6780 ET 4.1 5094 5460 X1 22370 28 5094 5460 880 480 880 X3 0 0 0 5094 470 5460 454.5 GR 460 1000 449 1300 449 1750 448 1950 448 2550 GR 450 2950 450 3670 449 4010 448 4070 449.5 4370 GR 450.5 4970 450.5 5094 434.04 5160 434.04 5220 434.04 5280 GR 432.5 5320 435 5345 445 5360 446 5380 452.7 5405 GR 454.5 5460 454 5870 452.5 6310 452 6480 453.5 6550 ' SECNO 3.000 GR .457 6610 459.5 6630 466 6780 1 12SEP99 15:12:57 PAGE 8 SECNO DEPTH CWSEL CRIWS WSELK BG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 1 0 CCHV- .100 CEHV= .300 ' SECNO .000 3265 DIVIDED FLOW ..000 18.06 446.56 .00 446.56 446.78 .22 .00 .00 446.00 10277.1 5683.7 4593.4 .0 2134.9 968.7 .0 .0 .0 448.00 .00 2.66 4.74 .00 .035 .045 .000 .000 428.50 777.20 .001004 0. 0. 0. 0 0 0 .00 1138.14 2052.80 ' SECNO. 1..000 3265 DIVIDED FLOW 1.000 18.87 447.77 .00 .00 447.88 .11 1.09 .01 448.00 10277.1 7363.7 2913.4 .0 2971.1 967.0 .0 87.6 29.1 452.00 .12 2.48 3.01 .00 .035 .045 .000 .000 428.90 646.74 .000877 850. 1700. 870. 2 0 0 .00 1584.97 3039.42 ' SECNO 1.100 3265 DIVIDED FLOW 1.100 19.91 449.01 .00 .00 449.34 .33 1.40 .07 450.00 10277.1 4424.8 5852.3 .0 1487.4 1065.2 .0 169.8 59.2 450.00 20 2.97 5.49 00 .035 .045 .000 .000 429.10 356.93 .001679 890. 1570. 1330. 2 0 0 .00 1143.55 2056.95 ' SECNO 2.000 3265 DIVIDED FLOW 2.000 20.62 449.92 .00 .00 450.38 .46 1.00 .04 452.00 `10277.1 3352.4 6924.7 .0 872.6 1144.8 .0 196.8 65.8 450.00 .23 3.84 6.05 .00 .035 .045 .000 .000 429.30 1070.46 .001716 250. 800. 680. 2 0 0 .00 627.16 2056.76 1 12SEP99 15:12:57 PAGE 9 SECNO DEPTH CWSEL CRIWS WSELK EG KV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WPN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 3.000 3265 DIVIDED FLOW 3103.0 TYPE= 1 TARGET= 3102.999 7.000 20.87 450.87 .00 3.000 20.73 450.43 .00 .00 450.98 .55 .57 .03 452.00 511.9 10277.1 1889.1 7620.5 767.6 551.3 1153.4 247.4 211.7 69.3 444.00 .044 .24 3.43 6.61 3.10 .035 .045 .055 .000 429.70 2120.68 0 .001646 230. 380. 385. 2 0 0 .00 514.95 3094.09 ` SECNO 4.000 3280 CROSS SECTION 9.00 EXTENDED 1.13 FEET 3265 DIVIDED FLOW I 1 1 1 I I 1 1 1 1 1 4.000 20.97 450.67 .00 .00 451.06 .39 .07 .02 452.00 10277.1 2175.1 6830.7 1271.4 746.6 1176.2 437.3 214.0 69.8 444.00 .25 2.91 5.81 2.91 .035 .045 .055 .000 429.70 2146.23 .001231 35. 50. 50. 2 0 0 .00 622.17 3123.36 ` SECNO 5.000 3265 DIVIDED FLOW 5.000 20.85 450.65 .00 .00 451.15 .49 .05 .03 452.00 10277.1 2401.1 7634.5 241.4 743.6 1214.7 175.4 215.7 70.1 450.00 .25 3.23 6.29 1.38 .035 .045 .055 .000 429.80 2166.41 .001522 1. 50. 50. 2 0 0 .00 700.73 3214.25 1490 NH CARD USED • SECNO 6.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3082.0 TYPE= 1 TARGET= 3081.999 6.000 20.91 450.71 .00 .00 451.27 .56 .10 .02 452.00 10277.1 2641.2 7635.9 .0 768.2 1148.5 .0 218.1 70.5 452.00 .25 3.44 6.65 .00 .035 .044 .000 .000 429.80 2205.89 .001716 1. 80. 100. 2 0 0 .00 549.04 3053.54 1 12SEP99 15:12:57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED - SECNO 7.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3103.0 TYPE= 1 TARGET= 3102.999 7.000 20.87 450.87 .00 .00 451.69 .83 .35 .08 452.00 10277.6 2597.1 7360.3 320.2 511.9 930.7 40.6 224.5 72.5 452.00 .26 5.07 7.91 7.89 .035 .044 .015 .000 430.00 2412.00 .002744 175. 160. 100. 2 0 0 .00 499.75 3103.00 ' SECNO 9.000 3280 CROSS SECTION 9.00 EXTENDED 1.13 FEET I 1 1 1 I I 1 1 1 1 1 PAGE 10 I 1 t ! J J 1 1 M1 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.57 9.000 21.63 452.13 .00 .00 452.47 .35 .73 .05 450.00 10622.9 3484.1 6303.2 835.6 1229.2 1117.0 282.2 243.8 77.6 446.00 .28 2.83 5.64 .2.96 .035 .045 .045 .000 430.50 2418.00 .001189 340. .460. -.460. 2 0 A .00 712.52 3130.52 'SECNO 10.000 3265 DIVIDED FLOW 3280 CROSS SECTION 10.00 EXTENDED 1.35 FEET 10.000 21.75 452.35 .00 .00 452.72 .36 .24 .01 452.00 11630.4 3788.9, 6959.5 882.0 1152.4 1228.8 285.2 255.2 81.4 450.00 .29 - "1.29 5.66 3.09 .035 .045 .045 .000 430.60 2320.00 .001486 250. 150. 80. 2 0 0 .00 784.25 3136.43 -SECNO 11.000 3280 CROSS SECTION 11.00 EXTENDED 1.36 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .= 1.68 1 12SEP99 15:12:57 SECNO . DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV G GLOB 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 11.000 21.96 452.76 .00 .00 452.91 .14 .17 .02 452.00 12776.0 6573.6 4714.2 1488.1 2484.5 1340.8 513.8 270.0 85.1 450.00 .31 2.65 3.52 2.90 .035 .045 .035 .000 430.80 2200.00 .000634 190. 190. 140. 2 0 0 .00 974.06 3174.06 -SECNO 12.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 1.69 3470 ENCROACHMENT STATIONS. 2170.0 3150.0 TYPE- 1 TARGET= - 2170.000 ELENCL= 460,00 ELENCR- 100000.00 12.000 21.86 452.86 .00 .00 453.02 .16 .11 .01 451.20 15466.9 5882.6 9264.0 320.2 2855.7 2454.3 177.5 301.0 91.9 452.00 34 2.06 3.77 1.80 .035 .035 .035 .000 431.00 2170.00 .000324 350. 185. 180. 2 0 0 .00 961.46 3131.46 -SECNO 13.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.73 3470 ENCROACHMENT STATIONS= 4920.0 5925.0 TYPE= I TARGET= - 4920.000' ELENCL= 460.00 ELENCR= 100000.00 13.000 21.53 452.93 .00 .00 453.08 .15 .05 .00 451.40 20600.0. 2695.1 17904.3 .6 1977.3 5461.0 1.7 334.5 96.8 452.00 .36 1.36 3.28 .34 .035 .035 .035 .000 431.40 4920.00 .000192 220. 230. 180. 2 0 0 .00 992.71 5912.71 PAGE 11 * SECNO 14.000 3280 CROSS SECTION 14.00 EXTENDED 3470 ENCROACHMENT STATIONS= 4930.0 ELENCL= 460.00 ELENCR= 460.00 14.000 21.30 453.00 .00 20600.0 2803.1 17792.0 4.9 .37 1.28 2.75 .49 .000149 175. 170. 200. 1 12SEP99 15:12:57 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR * SECNO 19647.000 3280 CROSS SECTION 19647.00 EXTENDED 3470 ENCROACHMENT STATIONS= 4930.0 ELENCL= 460.00 ELENCR= 460.00 19647.000 21.35 453.05 .00 20600.0 3160.5 17338.9 100.6 .40 1.42 2.67 .59 .000183 240. 240. 263. 1490 NH CARD USED * SECNO 19770.000 3470 ENCRO, ELENCL= 19770.000 20600.0 .42 .000100 \CHMENT STATIONS= 5408.0 470.00 ELENCR= 470.00 21.07 453.07 .00 1222.1 18353.3 1024.5 .90 2.57 1.23 123. 123. 149. .00 FEET 6042.0 TYPE= 1 TARGET= .00 453.11 .10 2195.3 6478.9 10.0 .035 .035 .035 2 0 0 WSELK EG HV ALOB ACH AROB XNL XNCH XNR ITRIAL IDC ICONT .05 FEET 6195.0 TYPE= 1 TARGET= .00 453.15 .10 2219.7 6500.9 170.6 .035 .040 .035 0 0 0 6373.0 TYPE= 1 TARGET= .00 453.17 .09 1353.7 7133.1 833.4 .045 .033 .040 0 0 0 1112.000 .03 .00 451.30 366.2 101.0 452.00 .000 431.70 4930.00 .00 1112.00 6042.00 HL OLOSS L -BANK ELEV VOL TWA R -BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 1265.000 .04 .00 451.30 414.6 107.6 452.00 .000 431.70 4930.00 .00 1265.00 6195.00 965.000 1490 NH CARD USED * SECNO 19930.000 3470 ENCROACHMENT STATIONS= 5408.0 ELENCL= 470.00 ELENCR= 470.00 19930.000 21.09 453.09 .00 20600.0 1250.2 18673.2 676.6 .43 .92 2.61 .90 .000104 160. 160. 153. 1490 NH CARD USED • SECNO 20025.000 3470 ENCRO, ELENCL= 20025.000 20600.0 .44 .000116 �CHMENT STATIONS= 5408.0 470.00 ELENCR= 470.00 21.08 453.08 .00 1323.3 19249.2 27.5 .97 2.79 .20 95. 95. 30. 6434.0 TYPE= 1 TARGET= .00 453.18 .10 1360.1 7144.2 753.6 .045 .033 .040 0 0 0 6442.0 TYPE= 1 TARGET= .00 453.20 .11 1359.7 6891.5 135.6 .045 .033 .055 0 0 0 .02 .00 448.50 440.6 110.9 452.00 .000 432.00 5408.00 .00 965.00 6373.00 1026.000 .02 .00 448.50 474.6 114.5 452.00 .000 432.00 5408.00 .00 1026.00 6434.00 1034.000 .01 .01 448.50 493.2 116.4 453.00 .000 432.00 5408.00 .00 1034.00 6442.00 PAGE 12 ) I 1 J : _ J ... _I . ..1 . -A , -- 1 , - J A .__J J J :. __1 --.1 J , __1 I l l I I ! 1 1 1 1 1 12SEP99 15:12:57 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOS QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CCHV= .100 CEHV= .300 * SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 453.70 20980.000 20.82 453.12 .00 .00 453.31 .19 20600.0 .0 20545.7 54.3 .0 5803.9 151.1 .49 .00 3.54 .36 .000 .035 .055 .000166 775. 630. 415. 2 0 0 'SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 452.10 20990.000 20.82 453.12 .00 .00 453.31 .19 20600.0 .0 20556.0 44.0 .0 5804.4 107.4 .49 .00 3.54 .41 .000 .035 .055 .000166 10. 10. 10. 0 0 0 'SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 454.00 21260.000 20.72 453.22 .00 .00 453.38 .15 20600.0 .0 20600.0 .0 .0 6560.4 .0 .53 .00 3.14 .00 .000 .035 .000 .000153 380. 380. 390. 2 0 0 ` SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 454.80 21635.000 19.52 453.22 .00 .00 453.47 .26 20600.0 .0 20600.0 .0 .0 5081.1 .0 .55 .00 4.05 .00 .000 .035 .000 .000235 340. 340. 400. 2 0 0 HL OLOSS VOL TWA WIN ELMIN CORAR TOPWID 540.000 PAGE 13 L -BANK ELEV R -HANK ELEV SSTA ENDST .09 .02 458.10 598.5 127.0 450.00 .000 432.30 1065.33 .00 514.67 1580.00 417.000 .00 .00 458.10 599.8 127.1 450.00 .000 432.30 1065.33 .00 450.23 1515.56 474.000 .06 .00 458.40 654.3 131.0 454.00 .000 432.50 1071.61 .00 431.93 1521.33 397.000 .06 .03 458.60 699.7 133.9 454.00 .000 433.70 1086.29 .00 320.14 1406.43 1 12SEP99 15:12:57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR 'SECNO 21645.000 OLOSS L -BANK ELEV TWA R -BANK ELEV ELMIN SSTA TOPWID ENDST PAGE 14 1 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET= 467.000 ELENCL= 470.00 ELENCR= 455.80 21645.000 19.52 453.22 .00 .00 453.47 .26 .00 .00 458.60 20600.0 .0 20600.0 .0 .0 5081.7 .0 700.9 134.0 454.00 .55 .00 4.05 .00 .000 .035 .000 .000 433.70 1086.29 .000235 10. 10. 10. 0 0 0 .00 320.15 1406.44 1490 NH CARD USED • SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET= 366.000 ELENCL= 470.00 ELENCR= 454.50 22370.000 20.93 453.43 .00 .00 453.71 .28 .23 .01 450.50 20600.0 .0 20600.0 .0 .0 4832.1 .0 801.0 140.6 454.50 .61 .00 4.26 .00 .000 .035 .000 .000 432.50 5094.00 .000296 880. 880. 480. 2 0 0 .00 333.32 5427.32 1 12SEP99 15:12:57 T1 DENTON CREEK PROPOSED CONDITION SPLIT FLOW T2 WINDSOR ESTATES AND DEFOREST COURT (COPPELL, TEXAS( FLOODWAY MODEL T3 100 -YEAR DISCHARGE ENCROACHMENT PROFILE FILE: PRPSFDWY.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 0 0 0 0 447.56 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 0 -1 1 12SEP99 15:12:57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST `PROF 2 0 CCHV= .100 CEHV= .300 • SECNO .000 3470 ENCROACHMENT STATIONS= 660.0 2060.0 TYPE= 1 TARGET= 1400.000 .000 19.06 447.56 .00 446.56 447.66 .10 .00 .00 446.00 10277.1 6760.1 3517.0 .0 3283.1 1064.0 .0 .0 .0 100000.00 .00 2.06 3.31 .00 .035 .045 .000 .000 428.50 772.20 .000460 0. 0. 0. 0 0 0 .00 1285.60 2057.80 ` SECNO 1.000 3470 ENCROACHMENT STATIONS= 500.0 3050.0 TYPE= 1 TARGET= 2550.000 1.000 19.26 448.16 .00 447.77 448.24 .08 .57 .00 448.00 10277.1 7699.2 2577.9 .0 3673.8 1037.0 .0 108.9 38.7 100000.00 .14 2.10 2.49 .00 .035 .045 .000 .000 428.90 642.14 .000596 850. 1700. 870. 2 0 0 .00 2398.27 3040.41 1 PAGE 15 PAGE 16 1 1 1 l 1 I l I I t t 1 4 ' SECNO 1.100 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCROACHMENT STATIONS= 350.0 2060.0 TYPE= 1 TARGET= 1.100 19.97 449.07 .00 449.01 449.38 .31 10277.1 4533.6 5743.5 .0 1554.3 1073.2 .0 .22 2.92 5.35 .00 .035 .045 .000 .001597 890. 1570. 1330. 2 0 0 - SECNO 2.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1055.0 2057.0 TYPE= 1 TARGET= 1 12SEP99 15:12:57 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 2.000 20.64 449.94 .00 449.92 450.39 .45 10277.1 3369.8 6907.3 .0 881.5 1146.8 .0 .25 3.82 6.02 .00 .035 .045 .000 .001701 250. 800. 680. 2 0 0 - SECNO 3.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2112.0 3055.0 TYPE= 1 TARGET= 3.000 20.72 450.42 .00 450.43 451.04 .62 10277.1 1956.9 7948.5 371.7 546.8 1152.2 117.0 .26 3.58 6.90 3.18 .035 .045 .055 .001795 230. 380. 385. 2 0 0 - SECNO 4.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2145.0 3092.0 TYPE= 1 TARGET= 4.000 21.01 450.71 .00 450.67 451.13 .42 10277.1 2276.9 6998.0 1002.2 764.6 1180.2 336.2 .26 2.98 5.93 2.98 .035 .045 .055 .001280 35. 50. 50. 2 0 0 61 1710.000 1.07 .07 450.00 200.3 77.5 100000.00 .000 429.10 356.48 .00 1172.06 2057.15 1002.000 I _ . . � ` I PAGE 17 HL OLOSS L -BANK ELEV VOL TWA R -HANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST .97 .04 452.00 227.7 84.2 100000.00 .000 429.30 1070.36 .00 630.72 2056.82 943.000 .60 .05 452.00 242.0 87.5 444.00 .000 429.70 2120.97 .00 472.71 3055.00 947.000 .07 .02 452.00 244.1 88.0 444.00 .000 429.70 2145.84 .00 598.36 3092.00 { i - SECNO 5.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2165.0 3095.0 TYPE= 1 TARGET= 930.000 5.000 20.90 450.70 .00 450.65 451.21 .52 .05 .03 452.00 10277.1 2495.0 7758.5 23.7 762.6 1219.2 28.6 245.7 88.1 450.00 .27 3.27 6.36 .83 .035 .045 .055 .000 429.80 2165.99 .001554 1. 50. 50. 2 0 0 .00 589.43 3095.00 1 12SEP99 15:12:57 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 XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED - SECNO 6.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3082.0 TYPE= 1 TARGET= 3081.999 6.000 20.98 450.78 .00 450.71 451.31 .54 .10 .01 452.00 10277.1 2716.4 7560.7 .0 802.0 1156.0 .0 248.0 88.4 452.00 .27 3.39 6.54 .00 .035 .044 .000 .000 429.80 2205.17 .001651 1. 80. 100. 0 0 0 .00 563.30 3053.91 1490 NH CARD USED -SECNO 7.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 3103.0 TYPE= 1 TARGET= 3102.999 7.000 20.93 450.93 .00 450.87 451.73 .80 .34 .08 452.00 10277.6 2648.4 7304.0 325.2 536.9 936.2 41.6 254.5 90.5 452.00 .28 4.93 7.80 7.82 .035 .044 .015 .000 430.00 2412.00 .002656 175. 160. 100. 2 0 0 .00 505.41 3103.00 �SECNO 9.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 3470 ENCROACHMENT STATIONS= 2418.0 3130.0 TYPE= 1 TARGET= 712.000 9.000 21.65 452.15 .00 452.13 452.49 .34 .71 .05 450.00 10622.9 3507.5 6278.5 836.9 1240.7 1119.0 283.8 274.0 95.6 446.00 .30 2.83 5.61 2.95 .035 .045 .045 .000 430.50 2418.00 .001173 340. 460. 460. 2 0 0 .00 712.00 3130.00 - SECNO 10.000 3265 DIVIDED FLOW 1 12SEP99 15:12:57 PAGE 19 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA - SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1 I I I I 1 i ., _1 1 .1 1 _J _.1 . __1 .1 1 1 J 3470 ENCROACHMENT STATIONS= 2320.0 3135.0 TYPE= 1 TARGET= 815.000 10.000 21.77 452.37 .00 452.35 452.73 .36 .23 .01 452.00 11630.4 3807.9 6936.8 885.7 1163.2 1231.1 286.3 285.5 99.4 450.00 .31 3.27 5.63 3.09 .035 .045 .045 .000 430.60 2320.00 .001467 250. 150. 80. 2 0 0 .00 786.79 3135.00 ' SECNO 11.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.68 3470 ENCROACHMENT STATIONS= 2200.0 3171.0 TYPE= 1 TARGET= 971.000 11.000 21.98 452.78 .00 452.76 452.92 .14 .17 .02 452.00 12776.0 6580.3 4703.7 1492.0 2493.6 1342.6 514.1 300.4 103.1 450.00 .33 2.64 3.50 2.90 .035 .045 .035 .000 430.80 2200.00 .000628 190. 190. 140. 2 0 0 .00 971.00 3171.00 ' SECNO 12.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.69 3470 ENCROACHMENT STATIONS= 2170.0 3150.0 TYPE= 1 TARGET= - 2170.000 ELENCL= 460.00 ELENCR= 100000.00 12.000 21.87 452.87 .00 452.86 453.03 .16 .11 .01 451.20 15466.9 5892.2 9253.8 321.0 2864.0 2456.9 178.2 331.4 109.8 452.00 .35 2.06 3.77 1.80 .035 .035 .035 .000 431.00 2170.00 .000322 350. 185. 180. 2 0 0 .00 961.50 3131.50 - SECNO 13.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.73 3470 ENCROACHMENT STATIONS= 4920.0 5925.0 TYPE= 1 TARGET= - 4920.000 ELENCL= 460.00 ELENCR= 100000.00 13.000 21.54 452.94 .00 452.93 453.09 .15 .05 .00 451.40 20600.0 2704.4 17895.0 .6 1984.0 5465.5 1.8 364.9 114.8 452.00 .37 1.36 3.27 .35 .035 .035 .035 .000 431.40 4920.00 .000191 220. 230. 180. 2 0 0 .00 992.75 5912.75 1 12SEP99 15:12:57 PAGE 20 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 14.000 3280 CROSS SECTION 14.00 EXTENDED .02 FEET 3470 ENCROACHMENT STATIONS= 4930.0 6042.0 TYPE= 1 TARGET= 1112.000 ELENCL= 460.00 ELENCR= 460.00 14.000 21.32 453.02 .00 453.00 453.12 .10 .03 .00 451.30 20600.0 2811.0 17784.1 5.0 2201.7 6484.8 10.2 396.7 119.0 452.00 .39 1.28 2.74 .49 .035 .035 .035 .000 431.70 4930.00 .000149 175. 170. 200. 'SECNO 19647.000 3280 CROSS SECTION 19647.00 EXTENDED 3470 ENCROACHMENT STATIONS= 4930.0 ELENCL= 460.00 ELENCR= 460.00 19647.000 21.36 453.06 .00 20600.0 3168.8 17329.1 102.1 .42 1.42 2.66 .59 .000182 240. 240. 263. 1490 NH CARD USED 'SECNO 19770.000 3470 ENCROACHMENT STATIONS= 5408.0 ELENCL= 470.00 ELENCR= 470.00 19770.000 21.08 453.08 .00 20600.0 1225.2 18348.8 1026.0 .43 .90 2.57 1.23 .000100 123. 123. 149. 1490 NH CARD USED 'SECNO 19930.000 3470 ENCROACHMENT STATIONS= 5408.0 ELENCL= 470.00 ELENCR= 470.00 19930.000 21.10 453.10 .00 20600.0 1253.2 18668.0 678.7 .45 .92 2.61 .90 .000103 160. 160. 153. 1 12SEP99 15:12:57 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE - XLOBL XLCH XLOSR 1490 NH CARD USED 'SECNO 20025.000 3470 ENCROACHMENT STATIONS= 5408.0 ELENCL= 470.00 ELENCR= 470.00 20025.000 21.10 453.10 .00 20600.0 1326.6 19245.1 28.3 .46 .97 2.79 .20 .000116 95. 95. 30. CCHV= .100 CEHV= .300 'SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 ELENCL= 470.00 ELENCR= 453.70 20980.000 20.83 453.13 .00 20600.0 .0 20544.8 55.2 .51 .00 3.54 .36 .000166 775. 630. 415. 2 0 0 .06 FEET 6195.0 TYPE= 1 TARGET= 453.05 453.16 .10 2226.1 6506.7 172.4 .035 .040 .035 0 0 0 6373.0 TYPE= 1 TARGET= 453.07 453.18 .09 1356.9 7138.7 835.1 .045 .033 .040 0 0 0 6434.0 TYPE= 1 TARGET= 453.09 453.19 .10 1363.3 7149.7 755.9 .045 .033 .040 0 0 0 WSELK EG HV ALOB ACH AROB XNL XNCH XNR ITRIAL IDC ICONT 6442.0 TYPE= 1 TARGET= 453.08 453.21 .11 1362.9 6896.7 138.3 .045 .033 .055 0 0 0 1580.0 TYPE= 1 TARGET= 453.12 453.32 .19 .0 5807.5 152.8 .000 .035 .055 2 0 0 00 1112.00 .6042.00 1265.000 .04 .00 451.30 445.2 125.6 452.00 .000 431.70 4930.00 .00 1265.00 6195.00 965.000 .02 .00 448.50 471.3 128.8 452.00 .000 432.00 5408.00 .00 965.00 6373.00 1026.000 .02 .00 505.3 132.5 .000 432.00 .00 1026.00 HL OLOSS VOL TWA WTN ELMIN CORAR TOPWID 1034.000 448.50 452.00 5408.00 6434.00 L -HANK ELEV R -BANK ELEV SSTA ENDST .01 .01 448.50 523.9 134.4 453.00 .000 432.00 5408.00 .00 1034.00 6442.00 540.000 .09 .02 458.10 629.3 145.0 450.00 .000 432.30 1065.29 .00 514.71 1580.00 PAGE 21 J . ._J ,..J __I . _J J , __J .__J .1 . .-- 4 J . J J .__J .__1 :_.__1 ___) ; J , 1 I l 1 I 1 1 l 1 *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET= 417.000 ELENCL= 470.00 ELENCR= 452.10 20990.000 20.83 453.13 .00 453.12 453.32 .19 .00 .00 458.10 20600.0 .0 20555.4 44.6 .0 5808.0 108.5 630.7 145.1 450.00 .51 .00 3.54 .41 .000 .035 .055 .000 432.30 1065.28 .000166 10. 10. 10. 0 0 0 .00 450.61 1515.90 -SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET= 474.000 ELENCL= 470.00 ELENCR= 454.00 21260.000 20.73 453.23 .00 453.22 453.39 .15 .06 .00 458.40 20600.0 .0 20600.0 .0 .0 6564.9 .0 685.1 149.0 454.00 .55 .00 3.14 .00 .000 .035 .000 .000 432.50 1071.57 .000153 380. 380. 390. 2 0 0 .00 432.06 1521.34 1 12SEP99 15:12:57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST `SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1458.0 TYPE= 1 TARGET= 397.000 ELENCL= 470.00 ELENCR= 454.80 21635.000 19.53 453.23 .00 453.22 453.48 .25 .06 .03 458.60 20600.0 .0 20600.0 .0 .0 5084.4 .0 730.6 151.9 454.00 .57 .00 4.05 .00 .000 .035 .000 .000 433.70 1086.25 .000235 340. 340. 400. 2 0 0 .00 320.20 1406.45 •SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET= 467.000 ELENCL= 470.00 ELENCR= 455.80 21645.000 19.53 453.23 .00 453.22 453.48 .25 .00 .00 458.60 20600.0 .0 20600.0 .0 .0 5085.0 .0 731.7 152.0 454.00 .57 .00 4.05 .00 .000 .035 .000 .000 433.70 1086.24 .000234 10. 10. 10. 0 0 0 .00 320.21 1406.46 1490 NH CARD USED `SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= 1 TARGET= 366.000 ELENCL= 470.00 ELENCR= 454.50 22370.000 20.94 453.44 .00 453.43 453.72 .28 .23 .01 450.50 20600.0 .0 20600.0 .0 .0 4835.4 .0 831.9 158.6 454.50 .63 .00 4.26 .00 .000 .035 .000 .000 432.50 5094.00 .000295 880. 880. 480. 2 0 0 .00 333.63 5427.63 1 1 1 t PAGE 22 I 1 12SEP99 15:12:57 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE 23 THIS RUN EXECUTED 12SEP99 15:12:58 NOTE- ASTERISK ( *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST 100 -YEAR PIS DISCHARGE P SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K .000 .00 .00 .00 428.50 10277.10 446.56 .00 446.78 10.04 4.74 3103.63 3242.90 .000 .00 .00 .00 428.50 10277.10 447.56 .00 447.66 4.60 3.31 4347.11 4791.59 1.000 1700.00 .00 .00 428.90 10277.10 447.77 .00 447.88 8.77 3.01 3938.14 3470.04 1.000 1700.00 .00 .00 428.90 10277.10 448.16 .00 448.24 5.96 2.49 4710.82 4208.83 1.100 1570.00 .00 .00 429.10 10277.10 449.01 .00 449.34 16.79 5.49 2552.63 2507.85 • 1.100 1570.00 .00 .00 429.10 10277.10 449.07 .00 449.38 15.97 5.35 2627.50 2571.57 2.000 800.00 .00 .00 429.30 10277.10 449.92 .00 450.38 17.16 6.05 2017.44 2480.71 2.000 800.00 .00 .00 429.30 10277.10 449.94 .00 450.39 17.01 6.02 2028.29 2492.14 3.000 380.00 .00 .00 429.70 10277.10 450.43 .00 450.98 16.46 6.61 1952.12 2533.31 3.000 380.00 .00 .00 429.70 10277.10 450.42 .00 451.04 17.95 6.90 1816.01 2425.91 4.000 50.00 .00 .00 429.70 10277.10 450.67 .00 451.06 12.31 5.81 2360.12 2929.51 4.000 50.00 .00 .00 429.70 10277.10 450.71 .00 451.13 12.80 5.93 2281.01 2872.58 5.000 50.00 .00 .00 429.80 10277.10 450.65 .00 451.15 15.22 6.29 2133.72 2634.62 5.000 50.00 .00 .00 429.80 10277.10 450.70 .00 451.21 15.54 6.36 2010.41 2606.98 6.000 80.00 .00 .00 429.80 10277.10 450.71 .00 451.27 17.16 6.65 1916.62 2480.61 6.000 80.00 .00 .00 429.80 10277.10 450.78 .00 451.31 16.51 6.54 1958.02 2529.31 7.000 160.00 .00 .00 430.00 10277.60 450.87 .00 451.69 27.44 7.91 1483.18 1961.86 7.000 160.00 .00 .00 430.00 10277.60 450.93 .00 451.73 26.56 7.80 1514.68 1994.28 " 9.000 460.00 .00 .00 430.50 10622.90 452.13 .00 452.47 11.89 5.64 2628.45 3080.20 • 9.000 460.00 .00 .00 430.50 10622.90 452.15 .00 452.49 11.73 5.61 2643.50 3101.32 10.000 150.00 .00 .00 430.60 11630.40 452.35 .00 452.72 14.86 5.66 2666.41 3017.47 10.000 150.00 .00 .00 430.60 11630.40 452.37 .00 452.73 14.67 5.63 2680.59 3036.58 1 12SEP99 15:12:57 PAGE 24 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 "KS VCH AREA .01K * 11.000 190.00 .00 .00 430.80 12776.00 452.76 .00 452.91 6.34 3.52 4339.11 5073.14 * 11.000 190.00 .00 .00 430.80 12776.00 452.78 .00 452.92 6.28 3.50 4350.35 5096.27 * 12.000 185.00 .00 .00 431.00 15466.90 452.86 .00 453.02 3.24 3.77 5487.56 8590.17 " 12.000 185.00 .00 .00 431.00 15466.90 452.87 .00 453.03 3.22 3.77 5499.03 8614.89 J J _J J ] _ _1 J _ 1 _._I J _ J J _J _.1 __I 1 ....., ....,. --- 7-1 .--1 7773 `3 7777$ ' '"'I 'A • 13.000 230.00 .00 .00 431.40 20600.00 452.93 .00 453.08 1.92 3.28 7440.00 14883.61 • 13.000 230.00 .00 .00 431.40 20600.00 452.94 .00 453.09 1.91 3.27 7451.33 14912.10 14.000 170.00 .00 .00 431.70 20600.00 453.00 .00 453.11 1.49 2.75 8684.25 16867.31 14.000 170.00 .00 .00 431.70 20600.00 453.02 .00 453.12 1.49 2.74 8696.64 16900.13 19647.000 240.00 .00 .00 431.70 20600.00 453.05 .00 453.15 1.83 2.67 8891.25 15230.39 19647.000 240.00 .00 .00 431.70 20600.00 453.06 .00 453.16 1.82 2.66 8905.15 15261.43 19770.000 123.00 .00 .00 432.00 20600.00 453.07 .00 453.17 1.00 2.57 9320.20 20551.33 19770.000 123.00 .00 .00 432.00 20600.00 453.08 .00 453.18 1.00 2.57 9330.72 20581.01 19930.000 160.00 .00 .00 432.00 20600.00 453.09 .00 453.18 1.04 2.61 9257.91 20247.40 19930..000 160.00 .00 .00 432.00 20600.00 453.10 .00 453.19 1.03 2.61 9268.90 20276.85 20025.000 95.00 .00 .00 432.00 20600.00 453.08 .00 453.20 1.16 2.79 8386.84 19121.19 20025.000 95,00 .04D .00 432.00 20600.00 453.10 .00 453.21 1.16 2.79 8397.95 19147.43 20980,000 630.00 .00. .00' 432.30 20600.00 453.12 .00 453.31 1.66 3.54 5954.95 15990.22 20980.000 630.00 .00 .00 432.30 20600.00 453.13 .00 453.32 1.66 3.54 5960.40 16006.45 20990.000 10.00 .00 .00 432.30 20600.00 453.12 .00 453.31 1.66 3.54 5911.80 15984.35 20990.000 10.00 .00 .00 432.30 20600.00 453.13 .00 453.32 1.66 3.54 5916.56 16000.28 21260.000 380.00 .00 .00 432.50 20600.00 453.22 .00 453.38 1.53 3.14 6560.43 16634.78 21260.000 380.00 .00 .00 432.50 20600.00 453.23 .00 453.39 1.53 3.14 6564.91 16650.35 21635.000 340.00 .00 .00 433.70 20600.00 453.22 .00 453.47 2.35 4.05 5081.08 13438.53 21635.000 340.00 .00 .00 433.70. 20600.00 453.23 .00 453.48 2.35 4.05 5084.39 13451.32 21645.000 10.00 .00 .00 433.70 20600.00 453.22 .00 453.47 2.35 4.05 5081.71 13440.98 21645.000 10.00 .00 .00 433.70 20600.00 453.23 .00 453.48 2.34 4.05 5085.01 13453.70 22370.000 880.00 .00 .00 432.50 20600.00 453.43 .00 453.71 2.96 4.26 4832.11 11982.59 22370.000 880.00 .00 .00 432.50 20600.00 453.44 .00 453.72 2.95 4.26 4835.45 11989.01 1 12SEP99 15:12:57 PAGE 25 100 -YEAR PIS DISCHARGE P SUMMARY PRINTOUT TABLE 150 SECNO 0 CWSEL DIFWSP DIFWSX DIFRWS TOPWID XLCH .000 10277.10 446.56 .00 .00 .00 1138.14 .00 .000 10277.10 447.56 1.00 .00 1.00 1285.60 .00 1.000 10277.10 447.77 .00 1.21 .00 1584.97 1700.00 1.000 10277.10 448.16 .40 .60 .40 2398.27 1700.00 1.100 10277.10 449.01 .00 1.24 .00 1143.55 1570.00 ` 1.100 10277.10 449.07 .06 .91 .06 1172.06 1570.00 2.000 10277.10 449.92 .00 .91 .00 627.16 800.00 2.000 10277.10 449.94 .02 .87 .02 630.72 800.00 3.000 10277.10 450.43 .00 .51 .00 514.95 380.00 3.000 10277.10 450.42 -.01 .48 -.01 472.71 380.00 4.000 10277.10 450.67 .00 .24 .00 622.17 50.00 4.000 10277.10 450.71 .04 .29 .04 598.36 50.00 5.000 10277.10 450.65 .00 -.02 .00 700.73 50.00 5.000 10277.10 27 450.70 .04 -.02 .04 589.43 50.00 6.000 10277.10 450.71 .00 .05 .00 549.04 80.00 6.000 10277.10 450.78 .07 .08 .07 563.30 80.00 7.000 10277.60 450.87 .00 .16 .00 499.75 160.00 7.000 10277.60 450.93 .06 .15 .06 505.41 160.00 9.000 10622.90 452.13 .00 1.26 .00 712.52 460.00 ' 9.000 10622.90 452.15 .02 1.22 .02 712.00 460.00 10.000 11630.40 452.35 .00 .22 .00 784.25 150.00 10.000 11630.40 452.37 .02 .22 .02 786.79 150.00 • 11.000 12776.00 452.76 .00 .41 .00 974.06 190.00 * 11.000 12776.00 452.78 .01 .41 .01 971.00 190.00 ' 12.000 15466.90 452.86 .00 .10 .00 961.46 185.00 • 12.000 15466.90 452.87 .01 .10 .01 961.50 185.00 ' 13.000 20600.00 452.93 .00 .06 .00 992.71 230.00 ' 13.000 20600.00 452.94 .01 .06 .01 992.75 230.00 14.000 20600.00 453.00 .00 .08 .00 1112.00 170.00 14.000 20600.00 453.02 .01 .08 .01 1112.00 170.00 19647.000 20600.00 453.05 .00 .05 .00 1265.00 240.00 19647.000 20600.00 453.06 .01 .05 .01 1265.00 240.00 1 12SEP99 15:12:57 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 19770.000 20600.00 453.07 .00 .02 .00 965.00 123.00 19770.000 20600.00 453.08 .01 .02 .01 965.00 123.00 19930.000 20600.00 453.09 .00 .01 .00 1026.00 160.00 19930.000 20600.00 453.10 .01 .01 .01 1026.00 160.00 20025.000 20600.00 453.08 .00 .00 .00 1034.00 95.00 20025.000 20600.00 453.10 .01 .00 .01 1034.00 95.00 20980.000 20600.00 453.12 .00 .03 .00 514.67 630.00 20980.000 20600.00 453.13 .01 .03 .01 514.71 630.00 20990.000 20600.00 453.12 .00 .00 .00 450.23 10.00 20990.000 20600.00 453.13 .01 .00 .01 450.61 10.00 21260.000 20600.00 453.22 .00 .11 .00 431.93 380.00 21260.000 20600.00 453.23 .01 .11 .01 432.06 380.00 21635.000 20600.00 453.22 .00 -.01 .00 320.14 340.00 21635.000 20600.00 453.23 .01 -.01 .01 320.20 340.00 21645.000 20600.00 453.22 .00 .00 .00 320.15 10.00 21645.000 20600.00 453.23 .01 .00 .01 320.21 10.00 22370.000 20600.00 453.43 .00 .21 .00 333.32 880.00 22370.000 20600.00 453.44 .01 .21 .01 333.63 880.00 1 12SEP99 15:12:57 PAGE 26 PAGE 27 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 1.100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 .0 5.000 929. 2010. 12SEP99 15:12:57 450.7 .0 6.000 FLOODWAY DATA, 100 -YEAR PIS DISCHARGE P PROFILE NO. 2 - - - - - -- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLDODWAY FLOODWAY .000 1286. 4347. 2.4 447.6 446.6 1.0 1.000 2398. 4711. 2.2 448.2 447.8 .4 1.100 1701. 2627. 3.9 449.1 449.0 .1 2.000 986. 2028. 5.1 449.9 449.9 .0 3.000 934. 1816. 5.7 450.4 450.4 .0 4.000 946. 2281. 4.5 450.7 450.7 .0 5.000 929. 2010. 5.1 450.7 450.7 .0 6.000 849. 1958. 5.2 450.8 450.7 .1 7.000 691. 1515. 6.8 451.0 450.9 .1 9.000 712. 2643. 4.0 452.1 452.1 .0 10.000 815. 2681. 4.3 452.4 452.4 .0 11.000 971. 4350. 2.9 452.8 452.8 .0 12.000 962. 5499. 2.8 452.9 452.9 .0 13.000 993. 7451. 2.8 452.9 452.9 .0 14.000 1112. 8697. 2.4 453.0 453.0 .0 19647.000 1265. 8905. 2.3 453.1 453.1 .0 19770.000 965. 9331. 2.2 453.1 453.1 .0 19930.000 1026. 9269. 2.2 453.1 453.1 .0 20025.000 1034. 8398. 2.5 453.1 453.1 .0 20980.000 515. 5960. 3.5 453.1 453.1 .0 20990.000 451. 5917. 3.5 453.1 453.1 .0 21260.000 450. 6565. 3.1 453.2 453.2 .0 21635.000 320. 5084. 4.1 453.2 453.2 .0 21645.000 320. 5085. 4.1 453.2 453.2 .0 22370.000 334. 4835. 4.3 453.4 453.4 .0 PAGE 28 C Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas r t. r Appendix K 4 Soils Information r C t T I I r r F r r r fi N l.' t' Index to map units ......................... ............................... Summary of tables ......................... ............................... Foreword.......................................... ............................... General nature of the county ...... ............................... History and development ............. ............................... Climate........................................... ............................... neology ... Natural resources ......................... ............................... Nowthis survey was made .......... ............................... General soil map for broad land use planning....... Map unit descriptions ................... ............................... 1. Houston Black- Heiden .... ............................... 2. EddySt phen- Austin ....... ............................... 3. Trinity- Frio ......................... ............................... 4. Austin- Houston Black ...... ............................... 5. Wilson- Rader- Axtell ......... ............................... 6. Ferris - Holden .................... ............................... 7. SilawaSilstid- Bastsil ........ ............................... Broad land use considerations ... ............................... Soll maps for detailed planning .. ............................... Soil descriptions ........................... ............................... Use and management of the sons ............................ Yields acre .......................... ............................... Land capability classification ... ............................... Water management .................. ............................... Communityplanning ..................... ............................... Recreation . ............................ ............................... Wildlife habitat .............................. ............................... Soilproperties ................................ ............................... Engineering properties ................. ............................... Engineering and chemical properties .............................. Soil and water features ................ ............................... Engineering test data ................... ............................... Classification of the soils ............. ............................... Contents IV SON writ and morphology ......... ............................... V A� series .............................. ............................... vii Axtell series ................................... ............................... 1 eastsfi series ................................. ............................... 1 Brackett seri es .............................. ............................... 1 Brenyon series .............................. ............................... 2 Burleson series ............................. ............................... 3 Crockett series ............................. ............................... 3 Daloo series .................................. ............................... 3 Dutek series .................................. ............................... 3 Eddy ser ies .................................... ............................... 4 Eufaula series ............................... ............................... 4 Fortis sed es .................................. ..........................._... 4 Frio series ...................»................. ............................... 5 Gowen series ................................ ............................... 6 Heiden series ................................ ............................... 6 Houston Black series ................... ............................... 6 Lewisville series ............................ ............................... 9 Mabank series ............................... ............................... 10 Oven series series ...................... ............................... 10 Rader series .................................. ............................... 38 Seagoville series ........................... ............................... 38 Silawa series ................................. ............................... 40 Silstid series .................................. ............................... 4o Smithv®le series ....................... 41 Stephen series .............................. ............................... 42 Sunev series .................................. ............................... 42 Trinity series .................................. ............................... 43 Vertel series .................................. ............................... 44 Wilson series .............................. ..................... a........... 45 Formation of the s oils ................... ............................... 49 Parent material .............................. ............................... 49 Climate ........................................... ............................... 51 Plants and animal s ....................... ............................... 51 Relief .............................................. ............................... 51 Time ............................................... ............................... 52 References ...................................... ............................... 53 Glossary ............ ............................... 53 Tables ............................................... ............................... Issued February 1980 Pape 6 6 6 6' 6 6 6 6 6 F E r I F i r F KC The slum Is more than 70 Indies thick. The organic matter content is less than 1 percent. Throughout the control section, the soil Is coarser than foamy very tine sand. When the soil Is dry, the A horizon is brown or yellow- ish brown. It ranges from neutral to mildly alkaline. The Bt horizon Is strong brown, reddish brown, or reddish yellow. The Eufaula soils In this survey area are taxadjunds to the Eufaula series because the Bt horizon of fine sandy loam Is in streaks and splotches and not in lamellae; however, these soils are similar to the soils of the Eu- faula series in use and management Ferris series The Ferris series consists of deep, well drained, slop- ing and strongly sloping clayey soils. Ferris soils formed In clayey marine sediment on uplands. The slopes range from 5 to 12 percent Typical pedon of Ferris day, in an area of Ferris - Heiden complex, 5 to 12 percent slopes; from the Inter- section of Bah Line Road and Pioneer Road, this pedon Is located about 1.5 miles south of Mesquite, 3,000 feet northeast along Pioneer Road, and 50 feet west in a pasture: A1-0 to 3 inches; light yellowish brown (2.5Y 6/4) day, fight olive brown (2.5Y 5/4) moist; weak fine and very fine subangular blocky structure; extremely hard, very firm; many fine roots; common worm casts; few fine concretions of calcium carbonate; Calcareous; moderately alkaline; abrupt wavy bound- ary. Al2-3 to 16 inches; olive (5Y 5/4) day, olive (5Y 4/4) moist: strong very fine and fine blocky structure; extremely hard, very firm; common fine roots; common worn assts; common fine concretions of calcium carbonate; calcareous; moderately alkaline; gradual wavy boundary. AC1 -16 to 28 Inches; olive (5Y 5/4) day, dive (5Y 4/4) moist; common fine distinct light olive brown (2.5Y 5/4) mottles; moderate very fine to medium blocky structure; a few intersecting sfidcensides; extremely hard, very firm; common fine roots; 5 percent, by volume, soft masses of calcium carbonate, few worm casts; calcareous; moderately alkaline; gradual wavy boundary. AC2 -28 to 41 inches; light brownish gray (2.5Y 6/2) day; many medium distinct fight olive brown (2.5Y 5/4) mottles; weak fine to coarse angular blocky structure; extremely hard, very firm; few roots; common fine seams and pockets of calcium carbon- ate; few worm pasts; vertical cracks are 1/8 inch wide at a depth of 40 inches; calcareous; moderate- ly alkaline; dear smooth boundary. C-41 to 72 inches; mottled light dive brown (2.5Y 5/4), light brownish gray (2.5Y 6/2), and gray (10YR 5/1) SOIL SURVEY shaly day, light yellowish brown (2.5Y 6/4), nfted;' moderate fine to coarse platy structure; extremely hard, very firm; few fine roots between some pads;;. few day balls, few pockets of calcium carbonatr" calcareous. moderately alkaline. The slum Is 30 to 60 Inches thick. The soil generafiy has open cracks more than 20 inches deep In summer: The soil Is calcareous throughout. h When the soil Is dry, the A horizon Is grayish brorlrth:' brown, light yellowish brown, fight dive brown. olive brown, olive gray, or olive. Where the color value Is less than 3.5 when the soil Is dry, the horizon is less than 12I inches thick or makes up less than half of the pedorL The AC horizon is olive, olive gray, fight olive brown, . or light brownish gray. In some peaons, It has mottles irc shades of brown, gray, yellow, or dive. The C horizon is weathered shaly day or shale. The gray colors are derived from the shale. In most the C horizon has concretions or soft masses of carbonate. In some pedons, there are gypsum oystals Ha the AC and C horizons. Frio series The Frio series is made up of deep, well drain clayey soils. Frio soils forrrhed in recent alluvium on tic plains. The slopes are 0 to 2 percent Typical pedon of Frio silty day, frequently flood from the intersection of Dallas -Forth Worth Turnpike c Belt Line Road in Grand Prairie, this pedon is loca 1,750 feet north on Belt tine Road, 3,500 feet east county road, and 2,700 feet east in a pasture: Ap-0 to 7 inches; dark grayish brown (10YR 4/2) 1 day, very dark grayish brown (10YR 3/2) me moderate fine subangular blocky stnwKUre; v hard, friable; common fine and medium rob common worm casts; calcareous; moderately d fine; gradual smooth boundary. Al2 -7 to 32 inches; very dark grayish brown (10 3/2) silty may, Vey dark graph brown (10YR ,3 moist; strong very fine and fine subangular bl4 structure; very hard. friable, common fine roe cracks are common throughout when the soli is h common fine fragments of limestone; common wk casts; calcareous; moderately alkaline; grad smooth boundary . A13-32 to 53 inches; very dark grayish brown (10 3/2) silty clay, very dark grayish brown (10YR 3 moist; moderate fine and medium subangular blo structure; very hard, friable; common fine roots; fine fragments of limestone; common worm ca calcareous; moderately alkaline; gradual w boundary. Cca -53 to 74 inches; brown (10YR 5/3) silty day Ia moderate fine blocky structure; hard, friable; few roots; common fine threads and seams of cold { DALLAS COUNTY, TEXAS carbonate; few shell fragments; few worm casts; cal- ; careous; moderately alkaline. The depth to sand, gravel, or limestone Is more than 6 feet. The Al2, A13, and Cca horizons are silty day loam, 1 r spy day, or day loam and are more than 35 percent may. When the soil Is dry, the A horizon is dark grayish brown, very dark grayish brown, very dark brown, or dark 1 brown; below a depth of about 30 Inches, the soil Is any of the above colors, or it is very dark gray, brown, or yellowish brown. In places, the soil Is 5 to 10 percent limestone or siliceous pebbles. Gowen series The Gowen series is made up of deep, well drained, loamy soils on flood plains of the smaller streams. The slopes are 0 to 1 percent Typical pedon of Gowen loam, occasionally flooded; from the Intersection of Loop 12 and Shady Grove Road in Irving, this pedon Is located 1.800 feet east on Shady i Grove Road and 500 feet south in a pasture: A11-0 to 21 inches; dark grayish brown (10YR 4/2) loam, very dark grayish brown (10YR 3/2) moist; moderate medium subangular blocky and granular structure; hard, friable; many file roots; many fine pores; moderately alkaline; diffuse smooth boundary. ' Al2 -21 to 32 inches; dark grayish brown (10YR 4/2) i day loam, very dark grayish brown (10YR 3/2) moist common thin strata of brown (10YR 5/3) sandy loam; weak medium blocky and granular F structure; hard, friable; few fine roots; common fine pebbles and fine pores; moderately alkaline; gradual smooth boundary. C1-32 to 52 inches; grayish brown (2.5Y 5/2) sandy day Them, dark grayish brown (2.5Y 4/2) moist ' common strata of light olive brown (2.5Y 5/4) fine sand 1/2 inch thick; a few strata are more than 1/2 inch thick, weak coarse blocky and moderate fire platy structure; very hard, friable; moderately alka- line; gradual wavy boundary. 1 02 -52 to 80 inches; mottled dark gray (10YR 4/1) and T" dark yellowish brown (10YR 4/4) sandy day; weak coarse blocky structure; very hard, very firm; common fine siliceous pebbles; moderately alkaline. � The soil is stratified throughout The organic matter �ntent varies Irregularly from the surface to a depth of inches. The slum ranges from moderately alkaline to neutral. In the control section, the clay content is 22 to 5 percent The A horizon is 24 to 40 inches thick. When the soil is dry, the A horizon is very dark gray, dark gray, dark ayish brown, very dark greyish brown, or dark brown. Al2 horizon and the C1 horizon are fine sandy iff )am, loam, clay loam, or sandy clay loam; they are 20 to 35 percent clay. F 61 Heiden series The Heiden series is made up of deep, well drained, clayey soils. Heiden Soils formed In dayey marine sedi- ment on uplands. The slopes range from 1 to 12 per- ce Typical pedon of Heiden day, 2 to 5 percent slopes, eroded; from the Intersection of Gus Thomason Road and Town East Boulevard In Mesquite, Oft pedon is located 100 feet east on Town East Boulevard and 50 feet south in abandoned cropland: Ap-0 to 6 Inches; dark gray (10YR 4/1) day, very dark grey (10YR 3/1) moist; moderate fine biodry struc. lure, very hard, very firm; common roots. few tine concretions of calcium carbonate; few fine pe4b M calcareous; moderately alkaline; clear wavy bound - A1-6 to 37 inches; dark grayish brown (10YR 4/2) day, very dark grayish brown (10YR 3/2) moist; moderate median and coarse blocky structure: extremely hard, very firm; few fine roots; common sNckensides In the lower part loaning most of the pod surfaces; calcareous; moderately alkaline; gradual wavy AC-337 to 56 moires; grayish brown (10YR 5/2) day, common fine distinct dark gray (10YR 4/1) and yel- lowish brown (10YR 5/6) mottles; weak fine blocky structure; extremely hard, very &M. many fine soft lumps of calcium carbonate; calcareous; modaratey alkaline; gradual wavy boundary. C-56 to 78 Inches; mottled light brownish gray (2.5Y 6/2), olive yellow (2.5Y 6/6), and brownish yellow (10YR 6/8) shaiy day; moderate fine platy structure; very hard. very firm; calcareous, moderately alkaline. The A and AC horizons combined are 40 to more than 65 Michas thk:k. Cracks form to a depth of more than 20 Inches more than once each year. Slickensides are common between depths of 20 and 40 Inches. The soil Is moderately alkaline day throughout In a few places, the soil is rot calmeous. When the soil Is dry, the A horizon is dark grayish. brown, very, dark grayish brown. dark brown, dark gray. or very dark gray. Where the chrome Is less than 1.5. the surface layer Is less than 12 inches thick In more than hall the pedon. In some pedons, gypsum cxystals are common M the AC and C horizons. The C horizon ranges from strongly weathered shay clay to slightly weathered shale thatis noncalcareous In some areas. Houston Black series The Houston Black series Is made up of deep, moder- ately well drained, clayey soils. Houston Black soils formed in clayey marine sediment on uplands. The slopes range from 0 to 4 percent 'F f DALLAS COUNTY, TEXAS i TABLE $. -- BUILDING SITE DEVELOPMENT -- Continued I � ? L Soil name and I Shallow I Dwellings 1 Dwellings 1 Small LLL map symbol I e=eavations 1 without I. with I commercial I Eddy: 1 ' 31 Eddy part - - - - -- (Moderate: I depth to rock. I Urban land I part. 1 . r 32 Eddy part - - - - -- IModerate: I depth to rock. I Urban land I part. I Eufaula: I 33--------- - - - - -- (Severe: I cutbanks cave. Ferris: I F 34: 1 Ferris part ---- ISevere: I too ^clayey, 1 cutbanks cave. Heiden part - - -- ISevere: I cutbanks cave, I too clayey. 35: 1 Ferris part ---- ISevere: I too clayey. I cutbanks cave. ��'!} Urban land I t , part. I Frio: I � r�r 36, 37 ----------- Movers: t ! I floods. 1 36 1 Frio part ------ ISevere: I floods. Urban land I part. I rl Cowen: 1 39 --------------- ISevere: I floods. 1 40 --------------- ISevere: 1 floods. �� "*iden: 1 r 41, 42 ----------- ISevere: I cutbanks cave, I too clayey. I j See footnote at end of table. Moderate: IModerate: IModerate: depth to rock. 1 depth to rook. I depth to rock. Moderate: - IModerate: depth to rock. I depth to rook. Slight x- - - - - -- evere: shrink- swell, low strength. evert: shrink - swell. Severe: shrink - swell, low strength. Severe: shrink- swell, low strength. Severe: shrink - swell. evert: shrink- swell, low strength. Severe: [Severe: floods. I floods, I Severe: 1 1 _ ISevere: floods. I floods. I I Severe: I I ISevere: floods. I floods. evert: floods. evert: shrink - swell. Save re: floods Severe: shrink - swell. depth to rock, slope. evere: shrink - swell, low strength. ever*: shrink - swell. shrink - swell, low strength. Severe: floods. Moderate. floods. 95 Local roads and streets IModerate: I. depth to rock. Moderate: depth to, rock. Slight. . shrink- swell, low strength. evere: shrink- swell. Severe: shrink - swell, low strength:' evere:" floods, low strength, evert: floods, low strength; . oderatd' shrink - swell, floods. Severe: floods. Severe: shrink - swell. ever*: shrink- swell. i 1 1 i i� 1 3 i 1' t , Soil name and map symbol M TABLE 10.-- CONSTRUCTION MATERIALS -- Continued Roadfill I Sand I Gravel I Topsoil Eufaula: 1 33------------------- (Fair: I low strength. Ferris: I 341: 1 Ferris part-- - - - - -- (Poor: low strength. Heiden part-- - - - - -- (Poor: I shrink - swell. 35 1 Ferris part-- - - - - -- (Poor: I shrink- swell, I low strength. Urban land part. I Frio: I 36, 37 --------------- ±Poor: I low strength. 38 1 Frio part---- - - - - -- (Poor: I low strength. Urban land part. 1 1 Gowen: I 39, 40 --------------- IPoor: I low strength. Heiden: 1 41, 42 --------------- IPoor: I . shrink- swell. Houston Black: 1 43. 44 --------------- Poor: I shrink - swell, I low strength. 45: I Houston Black part - IPoor: I shrink - swell, I low strength. Urban land part. I Lewisville: 1 46. 47, 48 ----------- IPoor: I low strength. I shrink- swell. 49 50 1 Lewisville part ---- IPoor: 1 low strength, 1 shrink- swell. 1 Urban land part. 1 I See footnote at end of table. excess fines. IUnsulted: I excess,fines. I IUnsulted: I.excess fines. I I (Unsuited; I excess fines. Unsuited% excess fines. excess Unsuited-, excess fines. Unsuited: excess fines. Unsuited% excess fines. excess fines. Unsuited% excess fines. Unsuited excess fines [Unsuited: I excess fines. 1 I IUnsulted: I excess fines. Unsuited: I excess fines. IUnsulted: I excess fines. Unsuited: excess fines. Unsuited: excess fines. excess fines. (Unsuited: excess fines. Unsuited: excess fines. Unsuited: excess fines. Unsuited: excess fines. Unsuited:. excess fines. too sandy. iroor: I too clayey. (Poor: I too clayey.. 1 1 1 Poor. I too clayey. I I I I Fsir: I too clayey. I I Fair: I too clayey. Poor: too clayey. Poor: too clayey. Poor: too clayey. Poor: - too clayey. Poor: too clayey. 138 SOIL SU j .. AND CLASSIFICATIONS Continued TABLE 1T. -- ENGINEERING PROPERTIES -- 1 1 1 classification rag- Percentage pass ng I se Soil no and IDepthl USDA texture 1 -- map symbol I I I Unified 1 Intents I AASHTO 1> 3 I sieve number -- tLiquid Ir 1 limit t PI ' 1 tit I I 1 I linahes) 4 1 10 I 40 1 200 I 1 In in I a Ferris: I I : Urban land part.) I I Frio: 1 1 1 I 1 I I I 1 I I I 1 36, 3T------- - - - - -I 0- 5313ilty clay - - -- --ICL, CH IA -6, A -71 0-2 180 - 100180 - 100170- 100160 -95 1 35 -52 1 20-g' 153- 7413ilty clay, olaylCL,. CH IA -6,, A -71 0 -2 165 - 100165 - 100160- 100155 -95 1 35 -52 1 20.3 - I 1 loss, gravelly 1 I I I I I 1 I I I I clay loss. I 1 I I I I 1 I 1 I 1 I 38: 1 I I 1 1 I I I I § Frio part-- - - - - -1 0- 531311ty clay ------ JCL, CH IA -6, A -TI 0 -2 180- 100180- 100170 - 700160 -95 ( 35 -52 120 -' 153- 741311ty clay, olaylCL, CH IA -6, A -71 0 -2 165- 100165- 100160 - 100155 -95 1 35 -52 1 20.3' 1 1 loam, gravelly 1 I I 1 I I I 1 1 1 clay loam. I 1 1 I I I I i Urban land part.) I 1 I I I 1 I I I I f 1 I I I Gown: I I I I I I I 1 1 1 I I I I I I I 1 1 j 39, 40------- - - - - -1 0- 321Loam ------------ ICL 100. A 1 0 195 - 100185- 100160 -85 1 1 28 -43 1 11-25. I 132- 601C1ay loam, loss JCL IA -4, 1 0 1 100 195- 100185- 100155 -85 1 25 -43 1 10-45' I I I I A -6, I I I I I I I I I I I A -7 -6 I I I 1 1 I 1 Heiden: I I 1 I I t I I I I I 41, 42------- - - - - -I 0- 371C1ay ------------ ICH IA -7 -6 1 0 195 - 100190- 100180 - 100175 -99 1 54 -80 1 35 -55: ' 137- T81Clay, silty alaylCH IA -7-6 1 1 0 190 - 100190 - 100175 - 100170 -99 1 I i I I 52 -80 1 35 -55 '. Houston Black: I I I I 1 1 I 1 1 I i 43, 44------- - - - - -1 0 -6 IClay--- --------- ICH IA -7 -6 1 0 195-100195-100195-100 85 -100 1 1 1 58 -90 1 34 -65 16- 701C1ay, silty olayl CH IA -7 -6 1 0 195- 100195- 100195- 100185 -1001 58 -90 1 34-65 I 45: 1 I 1 1 1 I 1 1 I 1 1 Houston Black 1 I t 1 1 I 1 I I I I d part------ - - - - -1 0-6 May ------------ ICH IA -7 -6 1 0 195- 100195- 100195 - 100185 -1001 58 -90 1 34-65' 16- 781C1ay, silty claylCH IA -7 -6 1 0 195 - 100195- 100195 - 100185 -1001 58 -90 1 34 -65 1 1 1 1 Urban land part.) I 1 1 1 I I 1 1 1 1 1 I I I I I 1 1 1 1 I Lewisville: I I I I I I 1 I I I 1 t 1 I I I I I 46, 47, 48--- - - - - -I 0- 151311ty clay ------ JCL, CH IA -7 1 0 1 100 199- 100182 -99 180 -95 1 41 -59 1 20 -36' 115- 411311ty clay, olaylCL, CH IA -7 1 0 199- 100198 - 100173 -99 172 -95 1 48 -60 1 25 -36 1 1 loam. 1 1 1 I I I 1 1 I 141- 751311ty clay, olaylCL, CH, IA -6, A -71 0 183 - 100165 -99 156 -98 141 -951 30 -55 1 12- 34: I I loam. I SC I I I 1 I I I 1 1 1 t I 1 I I 1 I I I y ! I, Lewisville pert -I 0- 1513ilty clay - - -- -ICL, CH IA -7 1 0 1 100 199 - 100182 -99 180 -95 1 41 -59 1 2"06 F ! 115- 411311ty clay, olaylCL, CH IA -7 1 0 199 - 100198- 100173 -99 172 -95 1 48 -60 1 25-36 I I loss. I I I I 1-„ 1' I I ,, - 141- 751311ty clay, olaylCL, CH, IA -6, A -71 0 183- 100165 -99 156 -98 141 -95 1 30 -55 1 12-34t I I loam. 1 SC Urban land part.l I I I 1 1 I I I 1 I I I 1 502 1 I I 1 I 1 I 1 I Lewisville part -I 0- 151Silty clay ------ ICL, CH IA -7 1 0 1 100 199 - 100182 -99 180 -95 1 41-59 1 20 -36:. 115- tl11311ty clay, olaylCL. CH IA -7 1 0 199 - 100198- 100173 -99 172 -95 1 48 -60 1 25 -36 1 1 loam. I 1 I I I I I 1 I 141- 7513ilty clay, olaylCL, CH, IA -6, A -71 0 183 - 100165 -99 156 -98 141 -95 1 30 -55 1 12 -34 1 i loam. 13C I I I 1 1 I I 1 I 1 I Urban land part.l I I I 1 I I 1 1 I I 1 I I I 1 1 1 1 [[ I 1 I Nabank: 1 I 1 I I 1 I I 1 I 1 1 1 I I J I I 1 51, 52------- - - - - -1 0 -5 (Fine sandy loam ICL, ML, IA-4 I 0 195- 100195 - 100180 -98 140 -70 1 130 I NP -1:O: I I I SN, SC I I I 1 I I I 1 1 5- 651Clay, clay loam ICH, 1 1 1 CL IA -7, A -61 1 1 0 195- 100195 - 100195- 100160 -85 1 1 1 1 1 1 35 -65 1 20-40 1 148 'n s SOIL SURVEY 'I 'j c... Urban land I TABLE 19. --SOIL AND WATER FEATURES-Continued part. I Fl ooding I High water t e ble 1 I I j + Soil name and 1Hydro -1 C INone ------- I Stephen part - - -I t map symbol l Frequency i Duration i Months i Depth i Kind i Months i Depth Hardness I Eddy part ------ I i INone ---- 1 Urban land I i I I Eddy: I I I 1 I I I I Eufaula: I 1 I I I I I �INSppable I A Eddy part-- - ->+'I C INone - -- -- -- _� >6.0 -- _� 3 -15 1 I Brackett part*-[ C INone--- - - - - -I -- I -- 1 >6.0 I -- I -- I 10 -20 12innahl. May -Oat May -Oat May -Oat May -Sep May -Sep I I I I I I I >6.0 >6.0 1 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 I .3 -15 l lplppable I 20 ' �Bippable I .... 3-15' ;mappable I >60 1 1 I >60 1 - -- I >60 --- I I I >60 >60 >60 >60 >60 >60 1 I I >60 1 - I >60 I >60 Urban land I I part. I I I `.' 1 I I j + Eddy pert____ -I C INone ------- I Stephen part - - -I C (None--- - - - - -I --- C 31, 32: 1 1 I Eddy part ------ I C INone ---- 1 Urban land I I I .. part. I I I Eufaula: I I I I A INone ------- I - -- C Ferris: I 1 I 34: I I 1 Ferris part - - -I D INone -------- i - -- I Heiden port ---- I D I 1 INone -------- ) - -_ 35 1 1 1 j Ferris part - -. -I D INone ------- I -- { Urban land 1 I I part. I I I I Frio: 1 36---------- - - - - -I 8 I 1 1 1 IOaaaalonal-- IBrief - - - -- 37----------- - --'-I B 1 (Frequent ---- (Brief ----- 38: 1 1 1 Frio pert- --__ -I B ICommon----- IBrief - - -- Urban land I I 1 part. I I I j 1 1 G 1 J 39 ---------- -- '' -1 B IOccaaional -- IBrief - - - - -I '. I 40---------- - - - - -I B I I I IFrequent ---- IBrief ----- I i golden: I 1 I I 41, 42------ - - - - -I D (.None --- ----- I I Houston Black: I I I 1 43. 44------ - - - - -I D INone -------- 1 - -- I 45: 1 1 1 1 Houston Black I I i 1 p ort ---------- 1 D INone -------- 1 Urban land I I I 1 part. I I I t. I r' 1 May -Oat May -Oat May -Oat May -Sep May -Sep I I I I I I I >6.0 >6.0 1 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 I .3 -15 l lplppable I 20 ' �Bippable I .... 3-15' ;mappable I >60 1 1 I >60 1 - -- I >60 --- I I I >60 >60 >60 >60 >60 >60 1 I I >60 1 - I >60 I >60 r DALLAS CO(1NV SOIL LEGENO fw...bleapeaaWtweleeleslp vsbwdwdelkr "k, The w.wedap �ldww wlrtkbele .rYr o Wt staera ban eerbyew., bel we bee, e eaMb/.w elw.M. ra. mw*mmd lwer ewpadeaa/M.efL SYMBOL. BANE. SYMBOL NAME 1 NoeaW Mw,tblxp.rederp4ae4d a- A.a..w,ts..w.war../.rMwL -a•- Aw.w.t..w.wv -a- Ae.wtMWw.sewrv.MMNWL j A.A. NwaW.lbapwerMNa 7 AreWMWW lr.tMww 7 I1.eW.LewYNYpe.elw, , *" 2 per l Map. waded -o- Awi.uwrnrwaw..erxwr d". .. Ae ♦ ededAar 1pNprOlv.a. tp.bw Maw to A.wa.�arrrwerlr...rw.. 4 11 ANMr alw w.0ytari,lbippentorpr [� u werll ..rrrrr,xbspawedltw..eee+edS la .AeMFthga. rspsedMaw la BrredwerlW br.,Brf pwbl.tMOw - o..NrAa.. NMaw.N.,.rrlprwarww H B.wealtuwartp..ewd.p. 17 teerye.eW.OblrpwedMww 1<� BiA.beeW.Or/lweedtMwre - ( H B•daraW.t rlppra MOr r . 20 6telwu own"Orbom.6"I aewt d.ip..� 21 C.01" One.erdy leew% l a a MleNMew S 22 r - fearedrbe.e2bfpaedlwdwa it OMp dw. t r l lalaat•ew 2a" OiloeaFOwredeewAw. a lea plsed MOa ZS OewkrwMMa.4lMfawaMM.pr 26 dOr aw Yr.l raps.r Maw .A fddydw Me.gartpvmmNd,,s 2e fMrB.eMwusumpoe.tr O/wv.l Mew 44 fddv4k*Yrb4AkblwNweONyab Hpwsit Mew !r fM/pewraw assets. l btpr.rlltdepw 4� 6ddrN4u.ladfowere,l Mew 4r tddrNAeed fted artarwn Mara 22 GbWatasylkrwed,Ob tprs.r Moan >/ f•.•IHI.Ibn eawrR t r 12 push Mena N - O- ya•rlAabtaedr.al.e, it 12pwanl Map. 6 26 fde dwaW,te.re.Mlr Headed 27 famofty known "m Headed tr F'wftwe red s.pre 3 29 Gowe bep.•aeeOrw Needed _ 40 G. beet A.ow.b Headed al ll.11 .. r.r, i'r l6elsa Maw 1 - A2- /r1/a. M.2 bfeews Mwwt•eedd t. S aa+ •/bwelraMwir20pawwepee.) Al - /lprree B ae,laftawb.aMOw 1 -ti dlawp.. reYalwredrwppcOrapudeeMOn C„ 7 -r 92 a M a .er Q w O O h alt a M a OB M 70 70 71 72 .10• x n O iparalerywalry 1 baplww Mew L.ed.ar rw err. a r f p..w dww IAedM e1Nr ear, f b 0 pe.apw Mrw le•Or.BIO1Aa..IbOS.Or.e. e w 1 p.Ie..t Maw y.l.,edeµaw red r.pw, a r t pset Mapw alebeNe. edNr•r..,ortprsaMaw S . a1W�rla. rNr ral.,tr2pwswMvw 5 11er.e+Metw r..�l rap.I.n+w. $ o•...w...srewraaed•d t7w.Mw.lewwww Neosed is ww o•ew. fwdw4ANa.Rbnpkr 0r2O.na.e Moen 002 dopes Td.* Nor.asde.Mlr. Tweed TAefweW.Lawwnhr see" TMNwakap re/ ee.014e {kbe.law UmAw.a.alN/Mw v Yawl aw.sr t2pwr.t Maw VA does S val.e Mwleam,l efw...Mww 5 W Npnihlen Iwtl owOlq 0 r 2 ps.t Mron ' CONVENTIONAL AND SPECIAL SYMBOLS LEGEND r. CULTURAL F RES SYMBOLS FOR SURVEY BOUNDARIES - MISCELLANEOUS CULTURAL FEATURES BOLL AM SYMBOLS G.. ..w NaBpnL taara ar prvrkws _ � FslBtlslet. karts (aedk b arban ants) s . 071arh or parish _ clench L _ ...................... ( do*) wrar del *AM* _ _ Schad r sll0e R"" ("Go" Sm or Nld'rt arar.d (lehel) /�� NOW ■LOPE ............... aft bast or Pork . clad brge akDBSt) .� - — Lao" a6l•Q (ben) O (YILLY land Sad -. — Tank (ItOq - O OEPRE*ft BIIR( 0 Lima 40001 SWVW(mal)- wft so or PS L SoLL Fiats altsd A•MwR MaVwla. d �w a . t r AD NOC BOUNONt 01) II+kMR4t0ark '' _ -__ A�.+d.� - � — ? KIrAw a iddan SedW akpat `a.a. c w 44 . N' OMSebry.ar Ibod pod t� �.� =e= I . STATE COORDMIE TIkK Gaw 11UMt •• LAND DIVISION co6m s L 1 +. Gobbkt older In spot (ma6e) 0 . (Svc"% lerrd rub) ROADS WATER FEATURES 17umpYBtB BkBmar =_ a DRAINAGE Pmoet attlix pook Niuls ^�. � OBwf Nadi PwpWd. doable Bled Roaka�Wop (inClolNa MdNBabne and flute) Tram r _ _ __ _ Poem slowle bw �.� Son" Bpd t L. ROAD EMBLEMS VVESIGNATI(NS, kdwmmwM '�\�'.._ Spay Not .. kwpabb i j' Dralemp and �! V. Se•el,l atlsAaC qNl ° Federal (O� Commit or dNdm Slide QaEp Mw pokR 101bW) Sole �,.pq3� - O DMAleiN (lebM) Slo" OK wry skow not 0 (D Catow, bred or " . i ® Q vbw ow" IrriPoOpr - +•�_ .. - RAILROAD s . i •:. + --t- -t -. L*JWk- ONOS AND RESERVOIRS POWER Flfronnlel Q O TRANSM LINE PIPELINE (IMNU* Not dbyn) «.... -. «....._. . Tr*nRWAM FENCE (rNrmaw not do " { ' - . —. —.- MISCELLANEOUS WATER FEATURES LEVEES LEVEES - awarnp d i Wit" rout 1 '.,11,",'."""",,,"' sprilrtar - Wph road Wal arbWn Whh fabwd VIA irrigation DAMS wet sod i Large (b sale) MWibn or small PITS ... Gravel Pit X ". Mine or owr.y 2 145 000 FEET DALLAS COUNTY, TEXAS - SHEET NUMBER 1 1 N � • _ - � - -. -� _l -- -�; � _ ' � 1• 4 � �_� -. - � _ m :- ` t _ NTON rip } � rG7 e 14 36 36 25 62 2 25 ,(S ^� 3 �` "• 79 14 i€ d t"G 2a 2 4 r' 14 _ -_� 78 62 CO•: 3 72 o G 79 78 f l e F` G1 37 1 51 61 _1 �// - ( ' at• .G`• I i' 7 7` _. � 79 11 1 11 - e 2 4 C4_ 61 -•� 5. _ .3,2 72 60 k • r la 52 1 t 79' r 5 ' 61 f c G ` L ^. b /0 1 't- —./ �1 60 4 i' lv 6 1a v48 18 11 20 l ti 78 46: - 4 n 61 ra 18 o , ` 1 L 18 7 \ n3 v 79 k ;..r= _ 78 78 �E`.. - 1 -t , 20 e *".- a - a 'i1iJ` _ a�1•ai -:. a . - 20 79 . J _ i� \ r h 4 11 18 Sl f66> !�t 8 la ;•il 2i lr ` e °!e � 77. iW - 51 • \ r - 34.. � o f r 2 c r +l _211 rt \ 71 '. 21 7 8 61 t 1 4z 11 61• .1'4 q-', _ -. j? _ _ / f ^>C \ -_ - , t(1 _'¢ • e - -1 - 59 .' 71 18 Coppell y . l J 21 / G1 S 4,2 — - 1'J I '18 �5. 79 - - ( 311 r - 7: 44 I 43 18 1 � 130 CO - I ' 79 31 \ ;� 79. 78 s 21 73 i jJoh�- sheer 8) I c C C C o• n a r< c ° o 0 ° o N O 0 cl 0 0 0 0 n Contents Index to soil map units ................. ............................... Summary of tables ......................... ............................... Forewor d .......................................... ............................... General nature of the county ...... ............................... Settlement and population .......... ............................... Natural resources ......................... ............................... Agriculture ..................................... ............................... climate ........................................... ............................... H this survey was made .......... ............................... General soil map for broad land use planning....... Moderately deep and deep soils on upland ; savannahs .............................. .................::............ 1. Birome- Gasil- Callisburg ..... ............................... Moderately deep and deep soils on upland prairies ........ ........ ...... ............ ............................... 2 SangerSomervell .............. ............................... 3 . Navo-Wilson ....................... ............................... 4 . Branyon - Burleson- Heiden ............. _ ......... ........ 5. Aftoga- Vertel- Fends ............................ :.............. 6. Slidell-Sanger ..................... ............................... 7. Ponder- Lindale ................... ............................... D eep soils on bottom lands ........ ............................... 8 . Frio- Ovan ............................ ............................... Very shallow to deep soils on upland prairies......... 9. Aledo-Somervell ................. ............................... 10. Houston Black-Stephen .... ............................... Landuse considerations .............. ............................... Soil maps for detailed planning .. ............................... Use and management of soils .... ............................... Crops and pasture ........................ ............................... Yields per acre .......................... ............................... Land capability classification ... ............................... Rangeland ..................................... ............................... Recreation ..................................... ............................... Wildlife habitat .............................. ............................... Engineering ............................ .... ............... .................. Building site development ........ ............................... Sanitary facilities ....................... ............................... Construc iortmaterials ............. ................... ............. Water management .................. ............................... Town and country planning ......... .................:.:........... Site selection........... Foundations ............ _ .. Sewage disposal systems....... Control of erosion and runoff ................. a............... Potential for urbanization ......... ............................... Gardening and landscaping ..... .................. :............ SoliproperUes ................................ ............................... Engineering properties and classifications ............... P and chemical properties .............................. ooiil and water features ................ ............................... Engineering test data ................... ............................... Page Page IV Classification of the lolls ............. ............................... 58 v Soil series and morphology ......... ............................... 59 vii Aledo series .................................. ............................... 59 1 Alto is series ................................. ............................... 59 1 Aquilla series ................................. ............................... 60 1 Aubrey series ................................ ............................... 60 1 Bastrop series ............................... ............................... 61 1 Birome series ................................ ............................... 61 2 Solar series ................................... ............................... 62 2 Branyon series .............................. ............................... 62 Bunyan series ......................:........ .............I...........:...... 63 3 Burleson series .......... ................... ..............:.::.......:..: :. 63 3 Callisburg series :.......................... ...........::::................ 64 Crockett series ............................. ..................... .I......... 64 4 Eddy series ....................................... . .......... ........ .......... 65 4 ... Energy series .......................... .. .... ...... ....:. ......... ...... 65 4 Ferris series ................................... ............................... 65 6 Frio series .............................. ........ ................. ::............ 66 6 Gasil series .................................... .......................... : :... 66 6 Gowen series ................................ .............1................. 67 7 Heiden series :............................... ............................... 67 7 Houston Black series ................... .............................. 68 7 Justin series .................................. ............................... 68 8 . Kaufman series ............................. ............................... 69 8 Konsil series ................................................. ...... _....... 70 9 Lewisville series ............................ ............................... 70 9 Undale series ................................ ............................... 71 10 42 Medlin series ................................. ............................... Mingo series .................................. ............................... 71 72 Navo series ................................... ............................... 72 42 Ovan series ................................... ............................... 73 44 Ponder series ................................ ............................... 74 45 45 47 Ra ex series .................................. ............................... Sanger series ................................ ............................... Seagoville series ..................................................... _... 74 75 76 47 48 49 49 so Speck 51 52 52 53 53 53 53 54 55 55 56 56 57 58 Silawa series ................................. ............................... Silstid series .............................. ... ...........:.. ... ..: :.......... Slidellseries .............................. .. .......................:.:..... Somervell series ....................... .... ....... series .............................................. _................. Stephen series ............................ ............................... Trinity series ......................... . :...................:.::.....: ...... Vertel series . ....................... :....... , series .:.....:.. : .................... ........ F ormatlon of soils ....:................... Parent material ............ ................. ........................... :.:. Climate ............................ ............. ........................... :.:: Plants and animals ...............:....... ............................... Rellef .............................................. ........................ :...... Time ............................................... ............................... References ...................................... ............................... Glossary ........................................... ............................... Tables ............................................... ............................... 76 77 77 78 78 79 79 79 N 80 80 81 81 81 81 81 82 87 Issued January 1980 ddi 66 Typical pedon of Ferris clay, in an area of Ferris - Heiden clays, 5 to 15 percent slopes; from the intersec- tion of Interstate Highway 35E and Texas Highway 121 in Lewisville, 7.0 miles east on Texas Highway 121, 0.5 mile south on county road, and 500 feet west into range- land: At-0 to 6 inches; dark grayish brown (2.5Y 4/2) clay, very dark grayish brown (2.5Y 3/2) moist; moderate fine blocky structure; extremely hard, very firm, very sticky and plastic; many fine and medium roots; few fine calcium carbonate concretions; calcareous; moderately alkaline; clear wavy boundary. AC1- -6 to 23 inches; light olive brown (2.5Y 5/4) clay, olive brown (2.5Y 4/4) moist; moderate medium blocky structure; extremely hard, very firm, very sticky and plastic; few fine roots on ped surfaces; few worm casts; few fine calcium carbonate concre- tions; few fine siliceous pebbles; few slickensides in the lower part; calcareous; moderately alkaline; gradual wavy boundary. AC2 -23 to 43 inches; light olive brown (2.5Y 5/4) clay, olive brown (2.5Y 4/4) moist; strong coarse blocky structure; extremely hard, very firm, very sticky and plastic; few fine roots on ped surfaces; common coarse slickensides; few vertical streaks of very dark grayish brown (2.5Y 3/2); few fine calcium carbon- ate concretions; calcareous; moderately alkaline; gradual wavy boundary. C-43 to 60 inches; olive yellow (2.5Y 6/6) shaly clay, light olive brown (2.5Y 5/6) moist; few fine distinct strong brown mottles; massive shale structure; ex- tremely hard, very firm, sticky and plastic; few coarse slickensides; calcareous; moderately alkaline. The solum ranges from 30 to 60 inches thick. Texture of the control section is clay with 40 to 60 percent clay. Calcium carbonate concretions range from few to common. The Al horizon is dark grayish brown or grayish brown. The AC horizon is light olive brown or light yel- lowish brown. Brown or strong brown mottles range from none to few. The C horizon is olive yellow, light olive brown, or light yellowish brown with none to common brownish mottles. Gypsum crystals are in the C horizon of some pedons. Frio series The Frio series consists of deep, clayey soils that formed in recent alluvium on bottom land. Slopes range from 0 to 1 percent, and areas are subject to flooding. Typical pedon of Frio silty clay, frequently flooded; from the intersection of Interstate Highway 35W and Interstate Highway 35E in Denton, about 2.7 miles south on Interstate Highway 35W, 2.6 miles west on Farm SOIL Road 2449, 1.6 miles north and 0.8 mile east on road, and 1,200 feet south into wooded pasture: A11-0 to 9 inches; very dark grayish brown (10YR 3/2j' silty clay, very dark brown (10YR 2/2) moist; moder ate medium subangular blocky structure; hard, fine; sticky and plastic; common fine roots; calcareous; moderately alkaline; gradual smooth boundary. Al2 -9 to 23 inches; dark grayish brown (10YR 4/2) silty clay, very dark grayish brown (10YR 3/2) moist; weak subangular blocky and medium fine granular structure; hard, firm, sticky and plastic; few fine roots; few films and threads of calcium carbonate. calcareous; moderately alkaline; diffuse boundary. A13 -23 to 64 inches; very dark grayish brown (10YR 3/2) silty clay, very dark brown (10YR 2/2) moist; moderate medium subangular blocky and granular structure; hard, firm, sticky and plastic; few fine roots; few worm casts; few coarse sand grains; structure becomes coarser with depth; calcareous; moderately alkaline. The A horizon is very dark grayish brown, dark grayish brown, dark brown, or brown. Thickness is 40 to more than 90 inches. The C horizon, when present, is grayish brown or dark grayish brown. Texture is silty clay, clay loam, or silty Gay loam. Gasil series The Gasil series consists of deep, loamy soils that formed in loamy material interbedded with sandstone. Slopes range from 1 to 8 percent. Typical pedon of Gasil fine sandy loam, 1 to 3 percent slopes; from the intersection of Farm Road 1171 and Farm Road 2499 in Flower Mound, 1.5 miles south on Farm Road 2499, 1.0 mile west, 0.5 mile north, and 1.5 miles west on county road, and 200 feet north of right-of- way into pasture: At– O to 7 inches; brown (7.5YR 5/4) fine sandy loam, dark brown (7.5YR 4/4) moist; moderate medium subangular blocky structure; slightly hard, friable;:'; common fine roots; common medium pores; few fine.. and medium ironstone fragments; neutral; gradual smooth boundary. B21t -7 to 16 inches; brown (7.5YR 5/4) sandy clay loam, dark brown (7.5YR 4/4) moist; strong medium subangular blocky structure; very hard, friable, slight- ly sticky; common roots; common pores; few worm casts; few fine ironstone fragments, clay bridging sand grains; neutral; gradual smooth boundary. B22t -16 to 37 inches; light yellowish brown (10YR 6/4)'`; sandy clay loam, yellowish brown (10YR 5/4) moist;,'; few fine faint strong brown mottles; weak coarse prismatic structure parting to moderate medium Su- DENTON COUNTY, TEXAS Soil name and map symbol Frio: 33 ----------------- 3 4----------------- Gasil: 35, 3 6--- ----- -- --- 119 TABLE 9.-- BUILDING SITE DEVELOPMENT -- Continued Shallow I without 1 with i commercial 1 Local roads excavations I basements 1 basements I buildings I and streets code. I floods. Severe: ISevere: fl code. I floods. 1 I: 1 Slight ----------- IModerate: I low strength Moderate: shrink - swell, low. strength. 1 37: 1 1 1 Gasil part -------- 1311ght ----------- IModerate: IModerate:' I I low strength. I low strength. I Urban land part. I I I i 1 38: 1 1 1 1 1 Gasil _ part - - - - -- (Slight- ---------- IModerate: IModerate: I - I I low strength. I low strength. I Konsil part ------- 1Slight ----------- IModerate: I IModerate: I 1 I low strength. I low strength. Gowen: i 1 1 39----------------- ISevere: ISevere: ISevere: I floods. I I floods. 1 I floods. I I 40----------- - - - - -- ISevere: I ISevere: i ISevere: 1 floods. 1 floods. I floods. I Heiden: i i 1 1 1 41. 42------------- ISevere: ISevere: ISevere: I cutbanks cave, I shrink- swell. I too clayey. 1 I 1 Houston Black: I I 43, 44 ------------- 1Severe: ISevere: E, I too clayey. I shrink - swell, low strength. i ustin: 45, 46, 47--------- (Slight----- - - - - -- IModerate: I I shrink- swell, I I low strength. S1 I Lewisville: I s: 52, 53 ------------- IModerate: f. I too clayey. r I I See footnote at end of table. Slight----- - Severe: too clayey, wetness. Severe: floods, shrink- swell. floods. oderate: low strength. Severe: ISevere: - -" - floods. 1 floods, low strength. I low strength. 'Severe: 13evere: floods. -- I floods, low strength. I low strenath. (Moderate: iSevere: 't'•c :', I low strength. I low strength. i I :neE t^ 1 1 . (Moderate:' ISever'e:3 I low strength'. I low strength. i I [Moderate: - ISevere: - I low strength. I low strength. I IModerate: 13evere :+` y I low strength. 1 low strength, I 1 [Moderate: IModerate: I floods. I shrink - swell, I I floods., I ISevere: iSevere: - floods. I floods. - i I shrink - swell. i shrink- swell. 1 shrink - swell. ` ISevere: Iahrink- swell, 1 low strength. shrink- swell, low strength. low strength. floods, shrink - swell. Moderate: IModerate: low strength. I low strength. Severe: ISevere: low strength, I low strength, shrink - swell. i shrink - swell. I 'Severe: Severe: I shrink- awell, ahr ink - swell , = "' low strength. I low strengths i Moderate: IModerate: shrink - swell, I low stresgth, low strength. I shrink- swell: :gsv0 -.^ Moderate:: - - -' IModerate shrink - swell, I low strength low strength. I shrink swell: ISevere: I floods, I shrink- swell. I I IModerate: I low strength. I Severe: I low strength. I shrink - swell. ISevere: I floods, I shrink - swell. I I Severe: I low strength. I I Severe: I low strength, I shrink - swell. I I 128 Soil name and map symbol Bolar: 16, 17--------------- Br8nyon: 18, 19----- ----- - - --- Burleson: I 21, 22--------------- ]Poor: I shrink- swell. I Calllsbur : I 23, 24, �25 ---------- Poor: I low strength. I Crockett: I 26, 27--------------- IPoor: I shrink- swell, I low strength. I 1 28: I Crockett part- - - - - -- IPoor: I shrink- swell, low strength. Urban land part. I Eddy: 1 29 ------------------- (Fair: I thin layer. I I Energy: 1 30-------- ----------- IFair: I low strength. I Ferris: I 1 31: i Ferris part--- - - - - -- IPoor: I shrink - swell, I low strength. I Heiden part--- - - - - -- IPoor: . I shrink- swell. 1 32: I Ferris part--- - - - - -- IPoor: I shrink swell, I low strength. I Heiden pert--- - - - - -- IPoor: 1 shrink- swell. Frio: 33, 3 ----- - - -- Gasll: 35, 36--------------- SOIL Sli TABLE 11.-- CONSTRUCTION MATERIALS -- Continued Roadfill I Sand I Gravel I Topsoil..;,. I 1 I Poor: low strength, thin layer. Poor: shrink - swell, low strength. Fair: low strength. Poor: low strength. Poor: low strength 1 37: 1 Gas11 part---- - - - - -- !Poor: 1 low strength Unsuited: excess fines (Unsuited: I excess fines. I I I (Unsuited: I excess fines. , I 1 lUnsuited: 1 excess fines. I lUnsuited: I excess fines. I 1 lUnsuited: I excess fines. I I l lUnsuited: I excess fines. I 1 I I. lUnsuited: I excess fines.- nsuited: excess fines Unsuited: excess fines. excess fines. nsuited: excess fines. ]Unsuited: 1 excess fines. I , IUnauited: excess fines. Unsuited: excess fines IUnsuLted: I excess fines. , Unsuited: excess fines. Unsuited: excess fines (Unsuited: I excess .fines. I I IUnauited: I excess fines. I 1 lUnsuited: I excess fines. I 1 [Unsuited: . .. I excess fines. I I I 111n3uLted: I excess fines. i I I lUnsuited: I excess fines. Unsuited: excess fines Unsuited: excess fines. Unsuited: excess fines excess fines. lUnsuited: 1 excess fines. 1 I lUnsuited: I excess fines. Unsuited: excess fines lUnsuited: I excess fines I IFaIr: I excess .lime. (Poor: too clayey I IFair:. _ thin layer. I IPoor: I too clayey. I I IFsir:.. I too clayey. I IPoor: I thin layer. roor: thin layer. Poor: thin layer, excess lime. Fair: thin layer. ]Poor: I too clayey. I I IPoor: I too clayey. I IPoor. ;e I too clayey. I IPoor: 1 too clayey. (Fair: I too clayey. (Good. ] I I ]Good. I ! See footnote at end of table. 144 Soil name and map symbol Energy: 3 0------------- Ferns: 1 31: Ferris part----- - Heiden part - - - - -- 1 32: Ferris part----- - Heiden part - - - - -- I I loam, fine I CL -ML, I I sandy loam. I SM -SC I I 1 Urban land part. I 1 1 I 1 38: 1 1 1 Gasil part ------- I 0- 601Sandy clay loam,ICL, SC, I I loam, fine I CL -ML, I I sandy loam. 1 SM -SC I tonsil part- - - - - -I 0- 601Sandy clay loam,ICL, SC i I loam, fine. I I sandy loam. I SOIL SURVEY: TABLE 14.-- ENGINEERING PROPERTIES AND CLASSIFICATIONS -- Continued I 1 baiaalI acaGaon Irr Depth! USDA texture ITime I I I Unified I AASHTO I> 0 -4 IFIne sandy loam ICL, ML, IA -4, A -6 Frio: I I 1 1 33, 34------- - - - - -I 0- 601Silty clay - - - -- -ICL, CH IA -6, A -7 I I i I Gasil: I I I I 35, 36------- - - - - -1 0 -7 IFine sandy loam ICL, ML, IA-4, 3 I I SC, SM 1 A -2 -4 1 7- 8013andy clay loam,ICL, SC, IA -6, A -4 I I loam, fine I CL -ML, 1 1 1 sandy loam. I SM -SC I 1 3 ! 1 1 37: 1 1 1 1 Gasil part-- - - - - -1 0 -7 IFine sandy loam ICL, ML, IA -4 I I I SC, SM I 17- 751Sandy clay loam,ICL, SC, IA -6, A -41 Goven: 1 39, 40---------- -- I 0- 451C1ay loam - - - - -- -ICL 45- 651Clay loam, loam .ICL Heiden: i 41, 42------- - - - - -1 I1 71C1aY ------------ ICX DlClay, silty claylCH I 1IClay ------------ ICH DlClay, silty claylCH I I Houston Black: 43, q 4------------ See footnote at end of table. 0 195 -100 1 0 395 -100 0 80- 100340 -75 1 80- 100140 -95 1 1 80- 100140 -95 20 -40 1 8 -25 I I 1 1 I 1 I 1 I I I I I I t I I I 0 195 - 100195- 100175- 100175 -98 1 51-70 1 35 -50 I I I I 1 I .r 0 195- 100190 - 100180 - 100175 -99- 154 -801 35 -55 0 190 - 100190 - 100175 - 100170 -99 1 52 -80 1 35 -55 1 1 1 0 395 - 100195 - 100175 - 100175 -98 1 51 -70 0 1 9 5 - 100190 - 100580- 100175 -99 1 54 -80 0 190- 100190 - 100175- 100170 -99 1 52 -80 1 1 1 1 1 0 -2 180- 100180 - 100170- 100160 -95 1 35 -52 1 1 1 1 _ 1._ I I I I I 0 195- 100192- 100185 -99 133 -55 1 20 -28 0 195- 1001 100185 - 100136 -71 1 22 -40 i I I 3 3 I I i i 1 I 0 195 - 100192 - 100185 -99 133 -55 1 20 -28 i I 1 i I 0 195- 100192 - 100385 - 100336 -71 1 22 -40 3 1 i i 1 3 I 1 1 1 I i I 1 3 I 4- 421Stratified clay ICL, IA -4, A -6 I loam to fine I I I sandy loam. I I 42- 6013tratified clay ICL, SC IA -4, A -6 I loam to fine I I I sandy loam. I I I I 1 I I 0- 601C1ay ------------ ICH 1 1 IA -7 -6 1 0- 171C1ay ------------ ICH 1 IA -7 -6 17- 801C1ay, silty claylCH I I IA -7 -6 ! I I 0- 601C1ay ------------ ICH I IA -7 -6 I 0- 191Clay ------------ ICH I IA -7 -6 19- 801C1ay, silty clsy1CH I A IA -7 -6 I Frio: I I 1 1 33, 34------- - - - - -I 0- 601Silty clay - - - -- -ICL, CH IA -6, A -7 I I i I Gasil: I I I I 35, 36------- - - - - -1 0 -7 IFine sandy loam ICL, ML, IA-4, 3 I I SC, SM 1 A -2 -4 1 7- 8013andy clay loam,ICL, SC, IA -6, A -4 I I loam, fine I CL -ML, 1 1 1 sandy loam. I SM -SC I 1 3 ! 1 1 37: 1 1 1 1 Gasil part-- - - - - -1 0 -7 IFine sandy loam ICL, ML, IA -4 I I I SC, SM I 17- 751Sandy clay loam,ICL, SC, IA -6, A -41 Goven: 1 39, 40---------- -- I 0- 451C1ay loam - - - - -- -ICL 45- 651Clay loam, loam .ICL Heiden: i 41, 42------- - - - - -1 I1 71C1aY ------------ ICX DlClay, silty claylCH I 1IClay ------------ ICH DlClay, silty claylCH I I Houston Black: 43, q 4------------ See footnote at end of table. 0 195 -100 1 0 395 -100 0 80- 100340 -75 1 80- 100140 -95 1 1 80- 100140 -95 20 -40 1 8 -25 I I 1 1 I 1 I 1 I I I I I I t I I I 0 195 - 100195- 100175- 100175 -98 1 51-70 1 35 -50 I I I I 1 I .r 0 195- 100190 - 100180 - 100175 -99- 154 -801 35 -55 0 190 - 100190 - 100175 - 100170 -99 1 52 -80 1 35 -55 1 1 1 0 395 - 100195 - 100175 - 100175 -98 1 51 -70 0 1 9 5 - 100190 - 100580- 100175 -99 1 54 -80 0 190- 100190 - 100175- 100170 -99 1 52 -80 1 1 1 1 1 0 -2 180- 100180 - 100170- 100160 -95 1 35 -52 1 1 1 1 _ 1._ I I I I I 0 195- 100192- 100185 -99 133 -55 1 20 -28 0 195- 1001 100185 - 100136 -71 1 22 -40 i I I 3 3 I I i i 1 I 0 195 - 100192 - 100185 -99 133 -55 1 20 -28 i I 1 i I 0 195- 100192 - 100385 - 100336 -71 1 22 -40 3 1 i i 1 3 I 1 1 1 I i I 1 3 I IA -7 -6 1 !A -7 -6 1 1 i 1 1 I I I 1 I I 3 1 0 195 - 100195- 100195 - 100185 -1001 58 -90 1 0 195- 100195 - 100195- 100185 -1001 58 -90 1 1 1 1 1 ! 1 35 -50 35 -55 35 -55 3 -10 7 -22 3 -10 7 -22 7 -20 .y1 11 -20 11 -25 10 -25; 35 -55 35 -55. 3 t <30 1 NP -16' 20 -40 1 6 -25i i t t 1 i I IA -6, A -41 0 I I I 1 195 - 100192- 100185- 100136 -71 1 1 22 -40 I 1 I 1 I IA -6 1 0 i 1 1 1 I 1 I I 190 - 100190 -99 185 -95 140 -60 I I 1 I 1 28 -40 1 IA -6, 1 0 1100 195 - 100185- 100160 -85 1 28 -43 1 1 A -7 -6 ! I 3 I I - I I IA -4, 1 0 3 100 195 - 100185 - 100155 -85 1 25 -43 1 1 A -6, ! 1 A -7 -6 1 I IA -7 -6 1 0 195- 100190 - 100180 - 100175 -99 1 54 -80 1 IA -7 -6 1 0 190 - 100390- 100175- 100170 -99 1 52 -80 1 IA -7 -6 1 !A -7 -6 1 1 i 1 1 I I I 1 I I 3 1 0 195 - 100195- 100195 - 100185 -1001 58 -90 1 0 195- 100195 - 100195- 100185 -1001 58 -90 1 1 1 1 1 ! 1 35 -50 35 -55 35 -55 3 -10 7 -22 3 -10 7 -22 7 -20 .y1 11 -20 11 -25 10 -25; 35 -55 35 -55. 3 t <30 1 NP -16' 20 -40 1 6 -25i i t t OENTON COUNTY, TEXAS TABLE 16.--SOIL AND WATER FEATURES -- Continued IByara -i ra000ln Soil name and 1 logicl map symbol )group I Frequency I Duration I Months 1 Depth Eddy: 1 - -- I - -- 1 3 -15 IRlppable 29- -------- ------I C [None -- --- I --- 1 Energy: t >6.0 S 1 S 7 I 1 >60 1 - -- 30---------- - - - - -I B [Frequent - - -- [Brief - - - - -I May -Oct [ Ferris: I >60 1 I I I I I I 1 I 1 1 31: Ferris part - - - - -I D INone -------- I - -- I --- I Heiden part - - - - -I D I I I (None--- - - - - -I - -- I - -- f 1 32: { >6.0 { 3 1 { I 1 { >60 1 - -- Ferris part - - - - -1 D (None--- - - - - -[ - -- I - -- I Heiden - part - - - - -I D [ S (None--- - - - - -I - -- 1 I I I - -- Frio: i >6.0 I I I >60 1 1 33,-3 ---- --- --1 I B (Frequent ---- IBrief - - - - -I I I 1 May -Oct Gasil: I >60 1 I I 1 1 1 --- I --- 1 35, 36- ------ ----I I B [None----- - --I - - -'' I I I l --- 1 37: 1 f 1 { 0 -3.5 Gasil Part- - - - - -1 B IMone -------- 1 - -- I - -- I Urban land part.1 I I ! I I I I 1 38: 1 i i 9 1 - -- I - -- [ S [ 1 Gasil part- - - - - -I B (None--- - - - - -1 - -- I - -- i Kona11 part - - - - -i B I I I !None--- - - - - -I - -- 1 - -- _ I Gowen: I I i { 1 I i 39---------- - - - - -1 B )Occasional -- (Brief - - - - -I May -Sep I 40---------- - - - - -1 B I 1 1 (Frequent ---- IBrief ----- I May -Sep Heiden. 41, ____- ___ -__I 42 D !None -------- 1 _ -_ I I I --- i Houston ,Black: 1 i 1 I I 43. 44 - - --------- D (None - - - I --- I --- S Justin: 1 ! 1 1 45, 46, 47-- - - - - -I B INone -------- I - -- I - -- - 1 48: 1 ! ! 1 Justin part - - - - -I B (None--- - - - - -I - - -. 1 - - -- i Urban land part.! i I S I I 1 I I Kaufman: - I I 1 I 1 1 49---------- - - - - -I I D [frequent ---- IBrief ----- I I i I Nov -May Konsil: I 1 1 1 50, 51----- -- ----1 B 1None -------- I _ -_ I --- I I I I Lewisville: I i 1 1 52, 53- ----------1 B }None ----1 --- I --- i Lindale: 54-- -- ---- -- -- -- -I C INone -------- I ___ ! -__ 1 55: i I Lindale part ---- I ! C !None--- - - - - -1 - -- I 1 ! ! - -- See footnote at end of table. 155, Kind i Months i Depth ) :Hardness T i I 1 n — 1 ! >6.0 1 - -- I - -- 1 3 -15 IRlppable 1 i 1 1 _ I 1 1 I I I 1 r >6.0 1 --- 1 --' 1 >60 1 - -- >64 1 I I 1 - -- I - -- 1 1 1 1 ! >60 1 - -- I >6.o S - -- 1--- 1 >60 1 1 I 1 1 ,' ° >6.0- 1 --- { --- 1 >60 1 -. -.;. >6.0 1 [ 1 1 -__ 1 -- 1 >60 -I - -_' >6.0 1 --- i --- 1 I 1 1 - >60 1 - -- 1 >6.0 f S 1 --- ! - -- 1 { >60 1 - -- >6.0 1 1 1 i -- I - -- i 1 >60 I - -- - >6.0 1 - -- I --- 1 i >60 1 --- >6.0 I I 1 - -- 1 - -- 1 i 1 >60 1 - -- >6.0 1 --- I --- S I 1 i >60 1 1 >6:0 1 ___ 1 ___ 1 - . >60 - 1_..__ -. >6.0 [ - 1 --- 1 ! ! >60 1 I >6.0 1 --- I --- 1 ->60 1 ._-- 1 0 -3.5 (Apparent 1 Nov -Apr 1 - >60- j_. -. -.. >6.0 1 --- I --- 1 i I I >60 1 -- -. 1 i 3 3 7 1 ! I I >6.0 i i 9 1 - -- I - -- [ I >60 I - -- f >6.0 1 - -_ i ___ ! >60 ) - -- 1 SOIL CONSERVATION SERVICE DENTON COUNTY, TEXAS TEXAS AGRICULTURAL EXPERIMENT STATION SOIL LEGEND 70e 49rd 4 numde, we wmer faeowed M ow euperw0, Iy re bwdly Mk wits llw cv,, dmka of (lees mhs k mre wdsb4 own me, a uw odw am de Cu ry rr but hw bean emtrmld wd1 enough w tK w W MUmmod ton des eapecwd me a de ml r SYMBOL NAME SYMBOL NAME I A4do emNwlon, o "—' if 49 Kaufman dry, frmoeMy fbdd state forest Or Part, Ale , Nry a dry 3 b 6 pwcmt Mops .- 1 W Kardl Sow sway Imm. I b 3 pawn( papa 3 A1wae Wry dry, 5 b 8 pawn do .) 51 Kam? fie, wdy town. 3 w 8,ax sk a 4 Wtr dry, 5 w 13 pno6nnt gape; eroded Limit of son, survey (Label) esAs S A germ. w ray, 2 m 6 pawn( paper 62 Law4 day Iobt, 1 w 3 pram daps 6 rm% a Anna amtlY ondWtkw L 53 Law &w* dry torn, 3 m s pups 7 Aunt; hN1Y L 6r Mde d t d bayµ 1 m 3 pawn, 8 4 fo Auay foes "My torn, 3 b 6 ,,rant Mapes 65 U ry IAdalaikbn lad oonplea, 1 b 5 5 pemm, papa 9 6awrap foe awdy town, 1 b 3 tyrant dope E6 . MdlinSwew dev% 5 m 15 Pa dopes 10 fl , now widy I r 3 b 6 peramt doom - 57 MMI.Swpw wary drys, 5 w 12 percent paws 11 a . ma andy Lawn, 1 to 3 pawn( dice„ 68 Miwo day $Wm, I b 3 pwwnt papa 12 84. few sway Own, 3 w 5 pacent dope Medium or small Sandy Spot 13 84omMryea,l4bny eona4e, 2 to 15 pece styes W Noe day ben, 0 m 1 pwamt paper 14 eimnw4leyas -U own lwd ppmp4RQ m 12 pw om ilo M W Nam dry town, 1 w 3 percent papa 15 MmmsUbn lad map s 1 b 6 wont dcpw 61 N. dry tow, 3 m 5 pawwn papa 16 6dw cby tom 1 b 3 Owen dapw. 62 ffeeo-lMS4n Ind maple; 0 b 3 paces, tlaos 17 boar dry tow, 3 b 6lwrown Maws 18 Braman dry, 0 W 1 ,nano doom 63 Own day. aawiwdlr Add 19 enmyon dry. 1 m 3 pomint Mesa, - 64 - Owe lay. fnprntly fia 20 Bum'wn flow srdr took. fwq.dy fbadd 21 Budewd dry, 0 b 1 Peeemt Moon - 65 FbMw tow, 0 b 1 per amt dopes 22 Burtw n dry, 1 b 3 pawns da n GB ft r tom, 1 163 pa papa 23 0d%dM fiw u ndV lmm, l b 3lwrwne dopes 67 Sen w dry, 1 w 3 proms Mapes H dlimuq fiw ewdy lem% 3 fo 6 pap, a Moos 68 Swww dry. 3 w 6 pemmt daps 25 Cdlibuq dim, 2 b 6 orwow elopes, ape MY aradd 11 69 SwpewUrbm W pmnpin , 1 b 4 wumt dap, 26 (iaekatt flow wetly ben, 0 b 1 proem Mapes 70 SwmvN4 dry. aeeabnMly fiaodd 27 dawn fine wMy low, 1 b 3 pe¢ma Maws 71 SNwb bwry A. M. 2 b 6 ,want dope 28 Crockm -Umm Iced wnwk& 0 b 2 pnwm Mapes 72 SNSdd burry Row and. 1 m 5 p t daps M Si40dtkbm led mmplm, 10 5 wroent Mapes M Eddy wvMly der torn, 3 m IS Wt Mapes 74 sod,N dry, I %, 3 pumt Mapes 30 Erwray Row er,dy loam, fuaoen ly fiood,d 75 Swwnmi 6raMlr tow, 1 In 6 prowt Maps 76 Spssk day tow, I to 3 prow dap, 31 FadHle dw% 3 w 5 pw mat dope n Supiwn Wty dry, 1 w 6 Pendent Moon 32 Fewk4ldden dry, 5 m 16 ,amt Napes 33 Fro Why Clay, occwk dUY Cooped 34 Fq Way dry, fro dy flailed 78 Trinity day. aamda UV /bpd A Trinity d el. f e umtly Ooodd 35. Gael fine _ _ 36 Gw7 fuw srdy Wm, 3 b 8 wmmt dopw W Vaed 37 Gw9ilNm Wd,nmphu, t to 4 pwpent dopy 81 Vewl dry, 3 to 5 peuwt k w 38 Gwil rd Konen wit, 1 b 5 „ant daps 11 62 Vwed day, 6 m 12 pwwt daps 39 Gowm day toes, occulamfly florid ' 40 Gowen slay tom, fnawndy flaodd 93 1YAtan Clay ben, O m I percent dopes _ 84 en, M. dry b 1 m 3 proem daps 41 14dws ,n dry, I W.3owt daps 85 Vfil rban 4M mnpea, 0 to 2 paant Maws 42 Nerdan dry, 3 w 5 pewm daps 43 llawwn Mmk soy. 0 b 1 Orono daps K Norwran Bock day. 1 w 3 pwpmt olopa . 45 Juror fan sway tow, o b I pnwnt sl9 46 Joao. Ede sway tom, 1 m 3 pawn( Napes ' 47 Jadn fine aedy tow, 3 to 5 prwrl, popes 48 Jus6M4bw lad oonpb; 0 m 3lwrwnt dope . i f i CULTUR L FEATURES BOUNDARIES I National, state Or mince — — County or parish M" civil division CONVENTIONAL AND SPECIAL SYMBOLS LEGEND MISCELLANEOUS CULTURAL FEATURES tlar e Reservation (natiomi Brest or park . SOIL DELINEATIONS AND SYMBOLS state forest Or Part, y and large akpuR)j Bedrock............. (points down slope) Trail .. Lapsed u Land grarrt ^ Located Object (Label) O Limit of son, survey (Label) esAs i ep Field sheet g neadme 0, AD HOC BOUNOARY ., RAILROAD' 0.w Aewh4 - Small airport. ak fAK park ogfield, _.__.,_ eeme0efy. of Pool mow.. !M STATE COORDINA ' (nor (normally not $ho"l. w LAND DMSION CO RS L —L + f .tor w and land eee fit non soil areas ROADS e Divided (median drown . SOIL DELINEATIONS AND SYMBOLS if scale permits) y Other reads Bedrock............. (points down slope) Trail .. Lapsed u ROAD EMBLEMS t DLPIGNATIONS ^ Located Object (Label) O Interstate esAs Federal 'i ep State County. larm or 0, Kitchen midden ., RAILROAD' MISCELLANEOUS POWER TRANSMI ONE _.__.,_ (normally not shmbi Clay Spat PIPE LINE ' I — .-... — (nor (normally not $ho"l. w FE NCE nonnahy not am im) —• —.— LEVEES non soil areas Wit road ......................... With road j ................ "...... ........................ With ralroad ..,,,.. DAMS (includes sandstone and shale) Large (to Scale) Saline spot Medium or small Sandy Spot PITS Severely eroded Spot Gravel pit I X Mine or quarry i Stony spot. very stony spot Farmstead, llMlze e it In urban areas) . SOIL DELINEATIONS AND SYMBOLS Church y School Bedrock............. (points down slope) - .. Lapsed u Indian mound (label) ^ Located Object (Label) O Tank (label) esAs Wells, oil or gas A A Wmdmll If Kitchen midden ., WATER FEATURES DRAINAGE SOIL SURVEY Perennial, double line . SOIL DELINEATIONS AND SYMBOLS Peronnial, single lme ESCARPMENTS Bedrock............. (points down slope) Intermittent Other then bedrock ' Drainage end J Canals or ddcles SHORT STEEP SLOPE Double- fine(label) GULLY DMbUV and/or irrigation —�--� LAKES PONDS AND RESERVOIRS SOIL SAMPLE SITE .. ( normany not Shawn) Perennial MISCELLANEOUS Intermittent ,� ' MISCELLANEOUS WATER FEATURES Clay Spat Marsh or syromp am Spring w Well, artesan Dumps and otlmr similar Well, irrigation non soil areas Wet spot PranInett hill or peak SPECIAL SYMBOLS FOR SOIL SURVEY . SOIL DELINEATIONS AND SYMBOLS ESCARPMENTS Bedrock............. (points down slope) Other then bedrock ' ...... (ponds down slope) _ SHORT STEEP SLOPE ............... GULLY DEPRESSION OR SINK 0 SOIL SAMPLE SITE ( normany not Shawn) MISCELLANEOUS Blowout Clay Spat Gravelly spot .. Gumbo. stick or scabby spot (sodic) 0 Dumps and otlmr similar _ non soil areas — PranInett hill or peak : r Rock outcrop (includes sandstone and shale) Saline spot + Sandy Spot . . Severely eroded Spot Slide or slip (tips point upslope) Stony spot. very stony spot o ED 50 N N W P f v N v v p m o N 0 . 0 Joins sheet C RA PE I "I'VE RE.SER VOIR INDEFINITE Aim 2 f 0 -- 23 1 DENTON COUNTY, TEXAS — SHEET NUMBER 50 ilnn AfIll' 00 1 0ni 211 r yl 60 ,. �._� - 60 0"' ' 60 - � r r - •60 l '•7 �+" L 9 1 O ) 13 5 0 V � 60 •L ,'b �. ur 5Qr 2 9 o� ( F• #� 12 :: it 84 ; 'Js tf z Af 3 13. \ 73 3 9 39 10 t, 3 @. T 63 BOUNDARY - q • 1 - • �ti DEFI NITS I DAL TARRANT COUNTY "` fN C h1 M �, r i 7 v v O O dM' , 3' w B66NDARY o x' 1000 AND 5000 -FOOT GRID TICKS (.loins sheaf 47) 32 31 O 7 32 - 3? -- (( -- ..� _ - -a53•• - i75 Ji)U FEEL It. \ 661 � •� �=`t � ' = � � / 9 / / � � -_ -� � 1 1 f i.� \� 1'1 )l �til "I'Y 1 rda � - T V) 33 t - 1 of �zf xµ a µ 7, DOUNLJAff 1 .. ...,�:. INDEf - i fJl Ti: DAI I.AS C',OUNTY ilk a o {v rzR �t1 a ., 4 0 0 0 0 0 0 N 0 0 m C O 0 0 0 0 0 0 .n 7, Request for a Conditional Letter of Map Revision Windsor Estates and DeForest Court, Coppell, Texas Appendix L Digital HLC -2 Input Data Files on Disk Earthwork Computations Input File: WIND.MRG Title: STATION CUT SQ. FT. Albert H. Halff Associates, Inc. Page 1 Run: 02:27 PM Mar 31, 1999 FILL SQ. FT. CUT CUBIC YDS FILL CUBIC YDS 0.00 0.000 0.000 0.00 448.26 10.00 0.000 2420.617 0.00 3312.40 50.00 0.000 2051.117 0.00 3751.14 100.00 0.000 2000.117 0.00 3655.36 150.00 0.000 1947.667 0.00 2787.92 200.00 0.000 1063.284 0.00 2052.71 250.00 0.000 1153.644 0.00 2243.36 300.00 0.000 1269.184 0.00 2333.25 350.00 0.000 1250.729 0.00 2023.10 400.00 0.000 934.215 92.76 2005.80 450.00 100.182 1232.051 275.92 2477.71 500.00 197.817 1443.881 395.65 3329.06 550.00 229.490 2151.500 412.49 4825.58 600.00 215.999 3060.128 358.86 7079.50 650.00 171.571 4585.736 231.57 10071.46 700.00 78.528 6291.440 40.17 5576.53 725.00 8.250 5753.860 3.82 5415.21 750.00 0.000 5942.990 0.00 6674.81 800.00 0.000 1265.810 Summary: Cut: 1811.259 CY Fill: 70063.165 CY Net: - 68251.906 CY N3.43 acre -PF- Pre - /�/o;cc t 100- Yeoi _I I C 480.00 440.00 800.00 Ion 0.00 480.00 460.00 440.00 - 1200.00 1600.00 ection 100.00 480.00 460.00 440.00 3 800.00 1200.00 1600.00 Section 10.00 .,...._--- __. - - I 1200.00 1600.00 1 ection 150.00 480.00 460.00 440.00 i )0 1200.00 1600.00 { 1 Section 50.00 L 1200.00 1600.00 action 200.00 - _- -- - L 800.00 1200.00 1600.00 1 1 1 Section 250.00 440.00 460.00 800.00 1200.00 1600 Section 300.00 480.00 460.00 440.00 480.00 460.00 Section 350.00 r L 1600.00 on 450.00 on 460.00 460.00 440.00 440.00 440.00 420.00 420.00 i j 800.00 1200.00 1600.00 800.00 1200.00 1600.00 900.00 1200.00 1600.00 Section 550.00 Section 600.00 Section 650.00 460.00 460.00 460.00 j 440.00 ��f 440.00 440.00 �- i i 420.00 - 420.00 420.00 800.00 1200.00 1600.00 900.00 1200.00 1600.00 900.00 1200.00 1600.00 Section 700.00 Section 725.00 Section 750.00 E.1 4• 440.00 , 800.00 1200.00 Section 81 Earthwork Computations Albert H. Halff Associates, Inc. Page 1 Input File: WE500.MRG Run: 06:03 PM Apr 01, 1999 Title: STATION CUT SQ. FT. FILL SQ. FT. CUT CUBIC YDS FILL CUBIC YDS 0.00 0.000 0.000 0.00 639.46 10.00 0.000 3453.087 0.00 4835.58 50.00 0.000 3074.947 0.00 5637.12 100.00 0.000 3013.147 0.00 5520.34 150.00 0.000 2948.817 0.00 4070.63 200.00 0.000 1447.468 0.00 2780.63 250.00 0.000 1555.608 0.00 2969.66 300.00 0.000 1651.619 0.00 3087.17 350.00 0.000 1682.529 0.00 2918.16 400.00 0.000 1469.080 11.50 2882.97 450.00 12.424 1644.531 37.79 3269.59 500.00 28.387 1886.628 67.04 4173.67 550.00 44.020 2620.936 104.87 5700.83 600.00 69.242 3535.958 96.89 7950.39 650.00 35.402 5050.459 47.62 10804.85 700.00 16.024 6618.784 8.95 5863.48 725.00 3.300 6046.325 1.53 5684.17 750.00 0.000 6231.480 0.00 7010.89 800.00 0.000 1340.282 Summary: Cut: 376.191 CY Fill: 85799.587 CY Net: - 85423.396 CY 480.00 460.00 440.00 800.00 ;:* �4, 460.00 440.00 - 1200.00 1600.00 Hon 0.00 1200.00 1600.00 [on 100.00 1 1 800.00 1200.00 1600.00 I I I Section 10.00 j L 800.00 1200.00 1 1 1 Section 150.0 1 i 800.00 1200.00 1600.00 Section 50.00 460.00 440.00 480.00 460.00 i L 800.00 1200.00 1600.00 1 1 1 Section 250.00 800.00 1200.00 160 1 Section 400.00 480.00 r 480.00 460.00 F-460.00 i l [440.00 l 1200.00 1600.00 800.00 1200.00 16C 1 1 1 1 1 I ection 300.00 Section 350.00 800.00 1200.00 1600.00 1 1 f Section 450.00 480.00 :is •♦ 800.00 1 L 1200.00 1600.00 on 550.00 I I k I r"\ I I--/ l 1200.00 1600.00 on 700.00 460.00 440.00 420.00 460.00 440.00 420.00 800.00 1200.00 1600.00 Section 600.00 1 !1 X-j 800.00 1200.00 Section 725 3 1200.00 160 ection 650.00 Section 750.00 P, 420.00 800.00 1200.00 160 Section 800.00 Earthwork Computations Albert H. Halff Associates, Inc. Page 1 Input File: LSLOT100.MRG Run: 03:49 PM Jun 15, 1999 Title: STATION CUT SQ. FT. FILL SQ. FT. CUT CUBIC YDS FILL CUBIC YDS 0.00 0.000 0.000 0.00 141.49 10.00 0.000 764.059 0.00 1084.90 50.00 0.000 700.559 0.00 1279.74 100.00 0.000 681.559 0.00 1272.56 150.00 0.000 692.809 0.00 1219.66 200.00 0.000 624.429 0.00 1192.32 250.00 0.000 663.279 0.00 1369.73 300.00 0.000 816.029 0.00 1550.31 350.00 0.000 858.309 25.23 2242.69 400.00 27.252 1563.796 25.96 4531.86 450.00 0.783 3330.615 0.73 7040.80 500.00 0.000 4273.444 2.18 7743.59 550.00 2.350 4089.630 3.62 7705.45 600.00 1.559 4232.259 1.44 8786.43 650.00 0.000 5257.089 2.86 11039.69 700.00 3.085 6665.997 1.43 5749.93 725.00 0.000 5753.860 0.00 5415.21 750.00 0.000 5942.990 0.00 6674.81 800.00 0.000 1265.810 Summary: Cut: 63.440 CY Fill: 76041.399 CY Net: 4 - 7 acre- Vt- Gov -Yea i' - 75977.959 CY 480.00 u 1 l 800.00 1200.00 1600.00 Section 10.00 t 4 440.00 800.00 1200.00 Section .OA /.A 1 1 800.00 1200.00 1600.00 Section 100.00 800.00 1200.00 1600.00 I I I Section 150.00 480.00 460.00 1 l 800.00 120( Section t! j 800.00 1200.00 1600.00 Section 400.00 460.00 t 800.00 1200.00 160 Section 450.00 �l t 00 1200.00 1600.00 1 1 Section 350.00 ! ' 1 t ection 500.00 C 480.00 460.00 1 / t 440.00 L f 420.00 800.00 1200.00 1600.00 Section 550.00 460.00 460.00 440.00 1_ 11 440.00 420.00 - ection 700.00 420.00 t 800.00 1200.00 1600.00 E I Section 600.00 on 1.1 �- 800.00 1200.00 1600.00 on Earthwork Computations Albert H. Halff Associates, Inc. Page 1 Input File: LSLOT500.MRG Run: 10:45 AM Jun 15, 1999 Title: STATION CUT SQ. FT. FILL SQ. FT. CUT CUBIC YDS FILL CUBIC YDS 0.00 0.000 0.000 0.00 161.65 10.00 0.000 872.913 0.00 1244.57 50.00 0.000 807.253 0.00 1473.32 100.00 0.000 783.933 0.00 1459.15 150.00 0.000 791.943 6.31 1392.70 200.00 6.819 712.176 12.64 1353.89 250.00 6.828 750.025 12.65 1541.04 300.00 6.834 914.295 8.02 1768.12 350.00 1.830 995.275 10.60 2516.98 400.00 9.620 1723.059 8.95 4943.66 450.00 0.052 3616.097 0.05 7688.96 500.00 0.000 4687.982 1.81 8557.05 550.00 1.949 4553.636 1.81 8599.30 600.00 0.000 4733.612 0.00 9731.01 650.00 0.000 5775.876 0.00 11886.70 700.00 0.000 7061.760 0.00 6070.85 725.00 0.000 6051.275 0.00 5686.46 750.00 0.000 6231.480 0.00 7010.89 800.00 0.000 1340.282 Summary: Cut: 62.835 CY Fill: 83086.300 CY Net: - 83023.465 CY SLSOQC�c -�t Sc�o 480.00 r480.00 480.00 460.00 I l 440.00 - 1200.00 1600.00 on 100.00 460.00 1 `t 440.00 [440.00 Section 1 800.00 S 480.00 I _ 1 t on 1600.00 460.00 440.00 800.00 1200.00 1600.00 Section 200.00 Ae ^ nn 480.00 460.00 440.00 kA 1 1200.00 1600.00 on 350.00 �~ L1 11 � 1200.00 1600.00 on 400.00 1 PEI t S 800.00 1200.00 1600.00 Section 450.00 480.00 460.00 440.00 800.00 1200.00 1600.00 Section 500.00 Section 250.00 460.00 440.00 } t : 71 / 1 - �� 800.00 1200.00 1600.00 Section 550.00 460.00 440.00 800.00 1200.00 Section 7 L }- 1 t � t f l� 800.00 1200.00 1600.00 m FIl I } ! !./ Section 725.00 440.00 420.00 460.00 440.00 420.00 3 120( ection } N �_.