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Westhaven-SY120821DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 Table of Contents i K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. Table of Contents Executive Summary iv 1.0 Introduction 1 1.1 Authority 1 1.2 Purpose of Study 1 1.3 Location 1 1.4 General Site Characteristics 2 1.5 Methodology 2 1.6 ESA Compliance 2 1.7 Results 2 2.0 Survey and Mapping Information 3 2.1 Field Survey Information 3 2.2 Mapping 3 3.0 Hydrology 4 4.0 Hydraulics 5 4.1 History and Methodology 5 4.2 Workmaps 5 4.3 Parameter Estimation 5 4.4 Downstream Boundary Condition 5 4.5 Cross Section Description 6 4.6 Existing and Proposed Ponds 6 4.7 Proposed Grading 7 4.8 Proposed Creek Crossings 7 4.9 Results 7 5.0 Fully Developed Condition 9 5.1 City Criteria 9 5.2 Hydrology 9 5.3 Hydraulics 9 5.4 Floodplain Storage 10 6.0 References 11 DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 List of Tables ii K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. List of Tables Table 1:FEMA Regulatory Flows for Denton Creek ...................................................... 4 Table 2:Pond Overflow Elevation Summary Table ....................................................... 7 Table 3:100-Year FEMA Water Surface Elevation Summary ....................................... 8 Table 4:100-Year Fully Developed Water Surface Elevation Summary ....................... 9 DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 Appendices iii K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. Appendices Appendix A FEMA HEC-RAS Result Summary Tables FEMA Multiprofile: Revised Existing Condition FEMA Multiprofile: Proposed Condition FEMA 100-Year Floodplain and Floodway: Revised Existing Condition FEMA 100-Year Floodplain and Floodway: Proposed Condition Appendix B FEMA Hydraulic Workmaps Revised Existing Condition FEMA Regulatory Floodplain Workmap Proposed Condition FEMA Regulatory Floodplain Workmap Appendix C Conceptual Crossing Exhibits Aerial Sanitary Sewer Crossing Pedestrian Bridge Appendix D FEMA Information FIS Regulatory Flow Table FIS Profile for Denton Creek Duplicate Effective Multiprofile Model Output Duplicate Effective Floodway Model Output Effective FEMA FIRM Panel Annotated FEMA FIRM Panel Effective HEC-2 vs. Effective HEC-RAS Comparison Table FEMA Forms Appendix E Biological Review Appendix F City of Coppell 100-Year Fully Developed Conditions Duplicate Effective Model Output Revised Existing Condition HEC-RAS Result Summary Table Proposed Condition HEC-RAS Result Summary Table Valley Storage Calculations Revised Existing Condition 100-Year Fully Developed Floodplain Workmap Proposed Condition 100-Year Fully Developed Floodplain Workmap Appendix G Digital Files Digital Model Summary Table This document, together with the concepts and designs presented herein, as an instrument of services is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley- Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 Executive Summary iv K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. Executive Summary Contrast Development is proposing the construction of Westhaven, a single family residential development located in the City of Coppell, Dallas County, Texas. The subject tract is bound by Highway 121 on the west and north, an undeveloped tract to the east, and Denton Creek to the south. Portions of the subject tract are located within the regulatory 100-year Federal Emergency Management Agency (FEMA) floodplain and floodway associated with Denton Creek. The purpose of this study is to report the 100-year FEMA regulatory floodplain associated with Denton Creek in its revised existing and proposed conditions. Proposed improvements consist of cut and fill in the left overbank to remove portions of the subject tract from the 100-year regulatory floodplain boundary. Results of the study show that the proposed Westhaven development will not increase the Base Flood Elevations (BFE). This report is being submitted as a Conditional Letter of Map Revision (CLOMR) request to reflect improvements associated with the proposed Westhaven development. DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 1.0 Introduction 1 K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. 1.0 Introduction 1.1 AUTHORITY Contrast Development has retained the services of Kimley-Horn and Associates, Inc. (KHA) to evaluate the 100-year regulatory floodplain and floodway impacts of Denton Creek on the proposed Westhaven development. This report describes the hydrologic and hydraulic analysis performed by KHA to determine the impacts of the stream and floodplain areas. Acting on behalf of the Client, the contacts for the study are as follows: Kyle A. Dickey, P.E.(TX) Steven D. Galloway, P.E.(TX),CFM Kimley-Horn and Associates, Inc. 12700 Park Central Drive, Suite 1800 Dallas, Texas 75251 972.770.1300 1.2 PURPOSE OF STUDY Contrast Development has proposed the Westhaven development in the City of Coppell, Texas. Portions of the development are impacted by the regulatory floodplain and floodway associated with Denton Creek. Improvements are proposed to remove portions of the subject tract from the regulatory floodplain boundary. The northern boundary of the effective floodway has been revised to remove portions of the subject tract from the regulatory floodway. The purpose of this submittal is to update Base Flood Elevations for Denton Creek and to report that the proposed improvements remove portions of the subject tract from the effective floodplain associated with Denton Creek without increasing Base Flood Elevations. This report is being submitted as a Conditional Letter of Map Revision (CLOMR) request to reflect the improvements associated with the proposed Westhaven development. 1.3 LOCATION The subject property is located in the City of Coppell, Dallas County, Texas. The property is bounded by Highway 121 on the west and north and an undeveloped tract to the east. Denton Creek flows from west to east and forms the southern boundary of the property. A vicinity map is included on the cover of this report. DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 1.0 Introduction 2 K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. 1.4 GENERAL SITE CHARACTERISTICS The upstream extent of the subject reach of Denton Creek is the Highway 121 crossing and the downstream extent is approximately 650 feet downstream of the eastern property boundary. The left channel overbanks consist of areas of dense trees and grasses. At the upper portions of the subject reach, the left overbank includes some prairie grasses. The right channel overbank consists of dense trees, manmade ponds, and short grasses. The channel bed is mostly unvegetated and has a bottom width of approximately 20 to 50 feet. 1.5 METHODOLOGY This study was completed using standard hydrologic and hydraulic methods. Flows for Denton Creek were acquired from the effective FEMA model of Denton Creek. The flows are consistent with the Dallas County Flood Insurance Study for the subject reach of Denton Creek (June 16, 2005). The FEMA effective hydraulic modeling for Denton Creek was performed using the U.S. Army Corps of Engineers (USACE) HEC-2 computer program. The HEC-2 model was converted to HEC-RAS version 4.1.0 for this study. More details of the flow sources and methodologies are provided in the following sections. 1.6 ESA COMPLIANCE A Biological Review has been prepared to show that the proposed development is in compliance with the Endangered Species Act (ESA). The Biological Review has been submitted to the U.S. Fish and Wildlife Service with a request to obtain their concurrence. A copy of the Biological Review is included in Appendix E. 1.7 RESULTS The limits of flooding for FEMA regulatory flows for revised existing and proposed conditions are shown on the workmaps in Appendix B of this report. DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 2.0 Survey and Mapping Information 3 K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. 2.0 Survey and Mapping Information 2.1 FIELD SURVEY INFORMATION An on-ground field survey of Denton Creek in the vicinity of the proposed Westhaven development was conducted by Kimley-Horn and Associates, Inc. (KHA) in 2011. Topographic information obtained from this survey is consistent with the NAVD88 vertical datum. The field survey was supplemented with 2-foot contours obtained from the North Central Texas Council of Governments (NCTCOG). The 2-foot contours were developed in 2007 and are consistent with NAVD88. The FEMA effective hydraulic models and the FIS profiles are based on the NGVD29 vertical datum. The NAVD88 and NGVD29 vertical datums are consistent at the subject site. 2.2 MAPPING The KHA field survey and NCTCOG 2-foot contours were used to delineate the revised existing and proposed condition 100-year floodplains for FEMA regulatory flows. The floodplain delineations can be found on the workmaps in Appendix B. DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 3.0 Hydrology 4 K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. 3.0 Hydrology The regulatory discharges for the subject reach of Denton Creek were developed as part of the Flood Insurance Study (FIS) for Dallas County dated June 2005. These discharges were used as the regulatory discharges for this study. An excerpt from the Dallas County FIS is included in Appendix D. The following table shows the regulatory flows through the subject reach. Table 1: FEMA Regulatory Flows for Denton Creek Location 10-Year Flow (cfs) 50-Year Flow (cfs) 100-Year Flow (cfs) 500-Year Flow (cfs) XS 394+36 – XS 364+65 10,000 13,800 15,600 36,200 XS 362+48 – XS 349+50 9,400 13,200 14,900 36,200 DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 4.0 Hydraulics 5 K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. 4.0 Hydraulics 4.1 HISTORY AND METHODOLOGY The hydraulic analysis of Denton Creek was conducted using the standard methods required by the USACE HEC-RAS v.4.1.0 modeling program. The subject reach of Denton Creek is located in an area defined by FEMA as “Zone AE” floodplain. Zone AE represents areas where hydraulics have been studied and Base Flood Elevations have been established. The subject reach also has an established regulatory floodway. KHA performed a CLOMR in June 2002 for the eastern tract (the “Schreiber Tract”) of the proposed Westhaven development. The CLOMR was approved by FEMA and assigned FEMA Case Number 02-06-2050R. Based on conversations with the City of Coppell, KHA understands that the models from the 2002 CLOMR remain the effective models for the subject reach. The modeling from the 2002 CLOMR was prepared using the USACE HEC-2 computer program. KHA imported the HEC-2 data into HEC-RAS for this study. 100-year water surface elevation results from the revised existing and proposed condition models are within 0.5 feet of the effective models. Output from the effective floodplain and floodway models is included in Appendix D. The effective models are included in digital format on the CD in Appendix G. 4.2 WORKMAPS Cross section locations and the revised existing and proposed condition floodplain and floodway boundaries for the subject reach of Denton Creek are shown on the workmaps in Appendix B. 4.3 PARAMETER ESTIMATION Roughness coefficients (Manning’s “n” Values) used in the hydraulic computations were based on “Open Channel Hydraulics” [Chow, 1959], engineering judgment, aerial photographs, and field observation of the channel and overbank areas. 4.4 DOWNSTREAM BOUNDARY CONDITION The downstream boundary conditions for the revised existing and proposed condition hydraulic models were not modified from the effective models. Starting water surface elevations for the 10-, 50-, 100-, and 500-year flows were included as the downstream boundary condition for the FEMA effective modeling. DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 4.0 Hydraulics 6 K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. 4.5 CROSS SECTION DESCRIPTION The KHA cross sections for the revised existing and proposed condition hydraulic models extend from cross section 349+50 to cross section 394+36. Cross section stationing through the subject reach is measured in linear feet upstream of effective cross section 348+50. Ground geometry in the revised existing condition hydraulic model reflects the field survey and NCTCOG 2-foot contours described in Section 2.0 of this report. The proposed condition hydraulic model reflects the proposed improvements associated with the Westhaven Development. The proposed improvements consist of two ponds and grading on the left overbank. Proposed contours are included on the proposed condition workmap in Appendix B. Magnolia Park is an existing single family development located approximately 500 feet downstream of the proposed Westhaven Development. Magnolia Park encroaches on the natural floodplain and causes a contraction of the floodplain. Ineffective flow areas were established on the left overbank of cross sections 349+50 to 358+38 to reflect the contraction of the floodplain. Additionally, contraction and expansion coefficients were increased to 0.3 and 0.5 for cross sections 349+50 to 358+38 to reflect the contraction of the floodplain. Ineffective flow areas were also added to cross sections 392+81 and 394+36 to reflect expansion from the Highway 121 Bridge. Contraction and expansion coefficients were increased to 0.3 and 0.5 at these cross sections to reflect expansion from the bridge. 4.6 EXISTING AND PROPOSED PONDS Two existing ponds are located on the right overbank and one existing pond is located on the left overbank. Two proposed ponds are located on the left overbank within the subject reach. Each of the ponds has an outfall which establishes the normal water surface elevation (NWSEL) and allows for floodplain conveyance in the overbanks. Normal water surface elevations for the existing ponds were determined using the NCTCOG 2-foot contours. Normal water surface elevations for the proposed ponds are consistent with the proposed grading on the proposed condition workmap in Appendix B. Permanent ineffective flow areas and ground geometry were used to model areas in which positive conveyance may occur within the ponds. Table 2 summarizes the normal water surface elevations for the existing and proposed ponds. DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 4.0 Hydraulics 7 K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. Table 2: Pond NWSEL Summary Table Pond Name NWSEL (feet)Source Existing Pond 1 462.0 NCTCOG 2-Foot Contours Existing Pond 2 462.0 NCTCOG 2-Foot Contours Existing Pond 3 460.0 NCTCOG 2-Foot Contours Proposed East Pond 457.5 Proposed Grading Proposed West Pond 462.0 Proposed Grading 4.7 PROPOSED GRADING Proposed grading for the Westhaven development is included on the proposed condition workmap in Appendix B. This grading includes two proposed ponds, areas of 4:1 side slopes, and vertical walls. The Westhaven site is proposed to be raised above the 100-year floodplain elevations. The 500-year floodplain will extend into the single family development; however, detailed grading for the lots and roads has not been performed at this time. The delineation of the 500-year floodplain is not included in this CLOMR. It is the intent of KHA to delineate the 500-year floodplain after the project has been constructed when the LOMR is prepared. The cross sections for the model extend above the 500-year floodplain on the right overbank, but they cut off at the proposed back of lot elevations on the left overbank. HEC-RAS assumes a vertical wall at the location where the cross sections are cut off on the left overbank. 4.8 PROPOSED CREEK CROSSINGS An aerial sanitary sewer crossing is proposed at station 362+38. The 10-inch sanitary sewer requires piers at each pipe joint. Two piers spaced at 20 foot intervals are proposed. The outside diameter of the pipe is approximately 1 foot. A single-span pedestrian bridge is proposed at station 377+18. The bridge is intended to connect the north bank of Denton Creek to the south bank of Denton Creek as part of a proposed, city required hike and bike trail system. Detailed design for the two proposed creek crossings has not occurred at this time; however, conceptual exhibits with pertinent modeling information are included in Appendix C. DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 4.0 Hydraulics 8 K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. 4.9 RESULTS Table 3 summarizes the 100-year water surface elevations in the subject reach. The results show that the proposed improvements will not cause increases in water surface elevations. The proposed FEMA tie-in elevations are shaded with a light blue for reference. Table 3: 100-Year FEMA Water Surface Elevation Summary Cross Section FEMA Duplicate Effective Models KHA Models HEC-2 HEC-RAS Revised Existing Proposed Difference 349+50 463.65 463.70 463.44 463.44 0.00 352+53 ----------463.90 463.90 0.00 356+14 ----------464.69 464.68 -0.01 358+38 ----------464.90 464.85 -0.05 360+34 ----------465.04 465.01 -0.03 362+28 ----------465.09 465.08 -0.01 362+48 ----------465.10 465.10 0.00 364+65 ----------465.32 465.32 0.00 365+42 ----------465.33 465.33 0.00 368+37 ----------465.50 465.41 -0.09 369+90 ----------465.52 465.43 -0.09 372+01 ----------465.61 465.43 -0.18 373+50 ----------465.62 465.45 -0.17 375+39 ----------465.66 465.50 -0.16 377+02 ----------465.80 465.57 -0.23 377+27 ----------465.85 465.67 -0.18 377+87 ----------465.81 465.67 -0.14 379+69 ----------466.03 465.90 -0.13 381+94 ----------466.19 466.00 -0.19 383+81 ----------466.30 466.10 -0.20 385+73 ----------466.31 466.12 -0.19 387+81 ----------466.33 466.16 -0.17 389+88 ----------466.31 466.16 -0.15 392+81 ----------466.46 466.24 -0.22 394+36 ----------466.83 466.46 -0.37 394+90 466.71 466.72 466.97 466.61 -0.36 DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 5.0 Ultimate Conditions 9 K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. 5.0 Fully Developed Condition 5.1 CITY CRITERIA The City of Coppell requires floodplain improvements to be designed to convey the fully developed 100-year flow. This section summarizes the analysis performed in order to meet the City Criteria. 5.2 HYDROLOGY The 100-year fully developed discharges for the subject reach were obtained from the City effective hydraulic model of Denton Creek. The 100-year fully developed flow used for the subject reach is 16,681 cfs. 5.3 HYDRAULICS Based on conversations with City staff, KHA understands the City effective hydraulic model for the subject reach of Denton Creek has not changed since the 2002 CLOMR, described in Section 4.1, was performed. Like the FEMA effective model, the City effective model was originally performed in HEC-2, but KHA converted the modeling to HEC-RAS v.4.1.0 for this project. The City effective model extends from cross section 331+45 to cross section 569+40. Effective cross sections 349+50 to 394+40 were replaced with KHA cross sections 349+50 to 394+36. The existing and proposed condition geometry modeled by KHA in the fully developed models is identical to the existing and proposed condition geometry modeled by KHA in the FEMA models within the subject reach. Table 4 below summarizes the 100-year fully developed water surface elevations in the revised existing and proposed condition City models. Table 4: 100-Year Fully Developed Water Surface Elevation Summary Cross Section City Duplicate Effective Models KHA Models HEC-2 HEC-RAS Revised Existing Proposed Difference 349+50 464.60 464.61 464.52 464.52 0.00 352+53 ----------464.83 464.83 0.00 356+14 ----------465.56 465.56 0.00 358+38 ----------465.78 465.71 -0.07 360+34 ----------465.90 465.86 -0.04 362+28 ----------465.96 465.94 -0.02 DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 5.0 Ultimate Conditions 10 K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. Cross Section City Duplicate Effective Models KHA Models HEC-2 HEC-RAS Revised Existing Proposed Difference 362+48 ----------465.97 465.95 -0.02 364+65 ----------466.15 466.15 0.00 365+42 ----------466.16 466.15 -0.01 368+37 ----------466.29 466.22 -0.07 369+90 ----------466.30 466.23 -0.07 372+01 ----------466.37 466.24 -0.13 373+50 ----------466.38 466.25 -0.13 375+39 ----------466.41 466.29 -0.12 377+02 ----------466.52 466.35 -0.17 377+27 ----------466.56 466.43 -0.13 377+87 ----------466.52 466.42 -0.10 379+69 ----------466.67 466.59 -0.08 381+94 ----------466.81 466.68 -0.13 383+81 ----------466.91 466.77 -0.14 385+73 ----------466.92 466.78 -0.14 387+81 ----------466.94 466.81 -0.13 389+88 ----------466.94 466.81 -0.13 392+81 ----------467.06 466.90 -0.16 394+36 ----------467.42 467.07 -0.35 394+90 467.45 467.46 467.53 467.22 -0.31 The results indicate that there are no increases in 100-year water surface elevations within the subject reach. Output from the fully developed hydraulic models is included in Appendix F. 5.4 FLOODPLAIN STORAGE The City of Coppell Floodplain Ordinance requires that projects which impact the floodplain may not decrease the 100-year floodplain storage. KHA prepared a Civil 3D surface analysis comparing the storage for the entire width of the floodplain within the subject reach for existing and proposed conditions. The results of the analysis indicate a net gain of 6.0 acre-feet of floodplain storage with 585.0 acre-feet of existing floodplain storage and 591.0 acre-feet of proposed floodplain storage. DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 6.0 References 11 K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. 6.0 References Chow, Ven Te.Open Channel Hydraulics. McGraw-Hill, 1959. Federal Emergency Management Agency.Flood Insurance Study, Dallas County, Texas and Incorporated Areas. Federal Emergency Management Agency, 2005. Kimley-Horn and Associates, Inc.Biological Review, April 2012. Kimley-Horn and Associates, Inc.Conditional Letter of Map Revision (CLOMR) for Denton Creek, June 2002. U.S. Army Corps of Engineers. Hydrologic Engineering Center,HEC-RAS River Analysis System, Version 4.1.0, January 2010. DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 Appendices K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. Appendix A: FEMA HEC-RAS Result Summary Tables FEMA Multiprofile: Revised Existing Condition FEMA Multiprofile: Proposed Condition FEMA 100-Year Floodplain and Floodway: Revised Existing Condition FEMA 100-Year Floodplain and Floodway: Proposed Condition HEC-RAS Plan: RevEx_FEMA MP River: RIVER-1 Reach: Reach-1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 25530 10-Year 12800.00 434.40 451.01 442.90 451.44 0.000629 5.3 2433.2 216.7 0.28 Reach-1 25530 50-Year 18200.00 434.40 452.29 444.59 452.99 0.000934 6.7 2716.7 226.4 0.34 Reach-1 25530 100-Year 20600.00 434.40 453.52 445.25 454.25 0.000906 6.9 3001.0 235.7 0.34 Reach-1 25530 500-Year 36200.00 434.40 455.89 448.99 457.48 0.001670 10.1 3577.8 248.0 0.47 Reach-1 25770 10-Year 12800.00 434.60 451.29 441.89 451.57 0.000367 4.2 3038.1 253.2 0.21 Reach-1 25770 50-Year 18200.00 434.60 452.74 443.37 453.18 0.000533 5.3 3411.2 263.7 0.26 Reach-1 25770 100-Year 20600.00 434.60 453.97 443.97 454.44 0.000525 5.5 3742.1 272.7 0.26 Reach-1 25770 500-Year 36200.00 434.60 456.85 447.29 457.83 0.000899 8.0 4550.9 285.0 0.35 Reach-1 26830 10-Year 13300.00 436.30 451.71 444.70 452.16 0.000835 5.4 2464.9 256.8 0.31 Reach-1 26830 50-Year 18900.00 436.30 453.40 446.39 453.94 0.001017 6.1 3977.4 1104.8 0.34 Reach-1 26830 100-Year 21300.00 436.30 454.69 447.03 455.09 0.000789 5.5 5478.8 1199.3 0.30 Reach-1 26830 500-Year 36200.00 436.30 458.31 450.32 458.61 0.000580 5.1 10274.2 1516.8 0.29 Reach-1 26880 10-Year 13300.00 436.20 451.89 443.85 452.22 0.000886 4.6 2877.8 292.7 0.26 Reach-1 26880 50-Year 18900.00 436.20 453.53 445.44 454.01 0.001299 5.6 3383.6 322.9 0.30 Reach-1 26880 100-Year 21300.00 436.20 454.73 446.05 455.19 0.001239 5.5 4372.3 1176.8 0.29 Reach-1 26880 500-Year 36200.00 436.20 458.55 449.21 458.77 0.001124 4.3 10018.1 1710.2 0.24 Reach-1 27165 10-Year 13300.00 436.10 452.26 446.69 452.45 0.000788 4.3 4509.6 1260.6 0.24 Reach-1 27165 50-Year 18900.00 436.10 454.12 450.69 454.25 0.000536 3.6 6958.2 1367.0 0.20 Reach-1 27165 100-Year 21300.00 436.10 455.28 451.05 455.39 0.000382 3.0 8577.8 1419.8 0.16 Reach-1 27165 500-Year 36200.00 436.10 458.80 452.27 458.91 0.000297 2.3 13790.3 1604.3 0.13 Reach-1 27449 10-Year 13300.00 435.60 452.50 445.27 452.59 0.000302 2.6 5846.2 1180.5 0.15 Reach-1 27449 50-Year 18900.00 435.60 454.27 448.14 454.36 0.000274 2.5 8214.4 1423.2 0.14 Reach-1 27449 100-Year 21300.00 435.60 455.39 448.49 455.47 0.000245 2.0 9875.6 1555.7 0.12 Reach-1 27449 500-Year 36200.00 435.60 458.88 450.15 458.97 0.000201 1.7 15749.2 1740.6 0.10 Reach-1 27748 10-Year 13300.00 435.20 452.59 445.26 452.67 0.000263 2.5 6321.0 1347.1 0.14 Reach-1 27748 50-Year 18900.00 435.20 454.35 448.24 454.43 0.000237 2.4 8744.8 1406.3 0.13 Reach-1 27748 100-Year 21300.00 435.20 455.46 448.57 455.53 0.000195 2.1 10323.5 1447.4 0.11 Reach-1 27748 500-Year 36200.00 435.20 458.93 450.11 459.03 0.000196 1.6 15664.3 1691.1 0.09 Reach-1 27992 10-Year 13300.00 435.60 452.67 444.34 452.74 0.000295 2.6 6408.5 1258.7 0.15 Reach-1 27992 50-Year 18900.00 435.60 454.42 446.00 454.50 0.000270 2.5 8666.5 1312.4 0.14 Reach-1 27992 100-Year 21300.00 435.60 455.52 447.08 455.59 0.000223 2.3 10122.5 1345.6 0.12 Reach-1 27992 500-Year 36200.00 435.60 458.99 450.82 459.09 0.000210 2.2 14998.1 1468.9 0.11 Reach-1 28168 10-Year 13300.00 436.60 452.74 445.81 452.79 0.000179 2.0 7344.0 1211.9 0.12 Reach-1 28168 50-Year 18900.00 436.60 454.48 448.32 454.55 0.000171 2.0 9508.1 1271.9 0.11 Reach-1 28168 100-Year 21300.00 436.60 455.57 448.62 455.63 0.000147 1.9 10907.7 1315.1 0.10 Reach-1 28168 500-Year 36200.00 436.60 459.04 449.80 459.12 0.000151 1.8 15738.3 1463.8 0.09 Reach-1 28492 10-Year 13300.00 436.30 452.79 445.93 452.85 0.000194 2.1 6918.5 1115.6 0.12 Reach-1 28492 50-Year 18900.00 436.30 454.53 448.34 454.60 0.000189 2.1 8914.4 1179.1 0.12 Reach-1 28492 100-Year 21300.00 436.30 455.61 448.63 455.68 0.000165 2.0 10204.5 1221.7 0.11 Reach-1 28492 500-Year 36200.00 436.30 459.08 449.84 459.18 0.000172 1.9 14735.7 1372.9 0.10 Reach-1 28720 10-Year 13300.00 436.80 452.85 447.54 452.93 0.000276 2.5 6009.0 1025.6 0.15 Reach-1 28720 50-Year 18900.00 436.80 454.59 448.56 454.68 0.000264 2.6 7827.0 1066.3 0.14 Reach-1 28720 100-Year 21300.00 436.80 455.65 448.93 455.74 0.000228 2.4 8981.9 1097.1 0.13 Reach-1 28720 500-Year 36200.00 436.80 459.12 450.37 459.25 0.000232 2.4 12985.4 1217.8 0.12 Reach-1 28890 10-Year 13300.00 437.10 452.85 446.76 453.03 0.000747 3.9 4414.0 1020.4 0.23 Reach-1 28890 50-Year 18900.00 437.10 454.61 448.88 454.77 0.000617 3.7 6232.6 1050.4 0.20 Reach-1 28890 100-Year 21300.00 437.10 455.68 450.87 455.82 0.000504 3.2 7371.1 1078.6 0.18 Reach-1 28890 500-Year 36200.00 437.10 459.15 452.38 459.32 0.000436 2.9 11261.0 1172.3 0.16 Reach-1 29124 10-Year 13300.00 437.40 452.93 445.89 453.33 0.001142 5.2 2753.9 556.6 0.29 Reach-1 29124 50-Year 18900.00 437.40 454.66 447.58 455.07 0.001216 5.5 4197.9 948.4 0.30 Reach-1 29124 100-Year 21300.00 437.40 455.74 448.22 456.06 0.000998 5.0 5243.2 985.5 0.26 Reach-1 29124 500-Year 36200.00 437.40 459.25 451.59 459.51 0.000781 4.6 8956.0 1166.6 0.23 Reach-1 29651 10-Year 13300.00 438.06 453.60 446.27 453.77 0.000606 3.6 4458.9 845.9 0.21 Reach-1 29651 50-Year 18900.00 438.06 455.33 447.96 455.50 0.000588 3.7 6005.6 951.1 0.20 Reach-1 29651 100-Year 21300.00 438.06 456.27 448.58 456.42 0.000522 3.5 6928.9 1022.1 0.19 Reach-1 29651 500-Year 36200.00 438.06 459.65 452.60 459.81 0.000498 3.2 11313.1 1597.9 0.17 Reach-1 29831 10-Year 13300.00 438.14 453.74 446.58 453.86 0.000374 3.0 4871.1 730.3 0.17 Reach-1 29831 50-Year 18900.00 438.14 455.44 449.37 455.59 0.000396 3.2 6177.8 829.2 0.17 Reach-1 29831 100-Year 21300.00 438.14 456.36 449.72 456.50 0.000368 3.1 6948.6 858.4 0.17 Reach-1 29831 500-Year 36200.00 438.14 459.73 451.43 459.90 0.000384 3.2 11185.9 1561.9 0.16 Reach-1 30027 10-Year 13300.00 438.23 453.77 447.21 454.04 0.001022 4.5 3365.9 560.0 0.26 HEC-RAS Plan: RevEx_FEMA MP River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 30027 50-Year 18900.00 438.23 455.49 449.45 455.79 0.001159 4.7 4386.5 632.8 0.27 Reach-1 30027 100-Year 21300.00 438.23 456.40 450.28 456.69 0.001133 4.5 4988.5 682.6 0.25 Reach-1 30027 500-Year 36200.00 438.23 459.75 452.95 460.11 0.001144 4.6 7585.5 965.5 0.25 Reach-1 30384 10-Year 13300.00 438.14 454.13 448.79 454.56 0.001684 5.4 2528.0 329.0 0.33 Reach-1 30384 50-Year 18900.00 438.14 455.87 450.30 456.43 0.002109 6.1 3141.6 388.4 0.36 Reach-1 30384 100-Year 21300.00 438.14 456.77 450.86 457.34 0.002135 6.2 3509.7 430.4 0.36 Reach-1 30384 500-Year 36200.00 438.14 460.20 453.62 460.84 0.002881 6.8 5681.4 1011.5 0.38 Reach-1 30604 10-Year 13300.00 438.55 454.57 449.70 454.99 0.001875 5.4 2644.3 462.7 0.34 Reach-1 30604 50-Year 18900.00 438.55 456.52 451.16 456.93 0.001884 5.5 3797.3 729.5 0.33 Reach-1 30604 100-Year 21300.00 438.55 457.44 451.70 457.82 0.001633 5.3 4513.7 827.0 0.31 Reach-1 30604 500-Year 36200.00 438.55 461.01 454.87 461.34 0.001264 5.2 8179.4 1381.0 0.27 Reach-1 30958 10-Year 13300.00 438.55 455.17 450.34 455.28 0.000427 2.9 5072.8 915.2 0.17 Reach-1 30958 50-Year 18900.00 438.55 457.09 451.27 457.20 0.000393 2.5 6931.4 1042.3 0.15 Reach-1 30958 100-Year 21300.00 438.55 457.94 451.70 458.06 0.000362 2.4 7869.1 1142.5 0.14 Reach-1 30958 500-Year 36200.00 438.55 461.41 453.04 461.55 0.000337 2.2 12361.6 1421.1 0.13 Reach-1 31335 10-Year 13300.00 438.55 454.23 454.23 456.41 0.008798 12.5 1232.1 332.5 0.76 Reach-1 31335 50-Year 18900.00 438.55 456.74 456.27 457.84 0.004803 9.8 2646.9 960.7 0.56 Reach-1 31335 100-Year 21300.00 438.55 457.85 456.71 458.50 0.002982 8.0 3754.1 1022.6 0.44 Reach-1 31335 500-Year 36200.00 438.55 461.47 457.94 461.82 0.001321 5.4 7720.6 1156.0 0.28 Reach-1 32150 10-Year 13300.00 437.00 456.60 447.37 457.45 0.000962 7.5 1924.5 242.7 0.34 Reach-1 32150 50-Year 18900.00 437.00 457.06 449.87 458.65 0.001760 10.3 2040.7 255.6 0.46 Reach-1 32150 100-Year 21300.00 437.00 457.93 450.83 459.66 0.001856 10.8 2294.3 380.5 0.47 Reach-1 32150 500-Year 36200.00 437.00 461.35 457.18 463.00 0.001832 11.8 6032.5 2053.4 0.48 Reach-1 32200 10-Year 13300.00 435.00 456.49 450.43 457.80 0.000553 9.4 1510.0 153.8 0.48 Reach-1 32200 50-Year 18900.00 435.00 456.87 453.76 459.33 0.001031 12.9 1568.3 157.6 0.66 Reach-1 32200 100-Year 21300.00 435.00 457.72 454.77 460.37 0.001088 13.4 1706.5 166.1 0.68 Reach-1 32200 500-Year 36200.00 435.00 460.56 459.32 465.16 0.001751 17.8 2219.7 202.3 0.86 Reach-1 32215 Bridge Reach-1 32230 10-Year 13300.00 435.00 456.54 450.43 457.83 0.000548 9.4 1516.4 154.2 0.48 Reach-1 32230 50-Year 18900.00 435.00 457.02 453.76 459.40 0.000994 12.7 1591.9 159.1 0.65 Reach-1 32230 100-Year 21300.00 435.00 457.90 454.76 460.46 0.001044 13.2 1735.4 167.9 0.66 Reach-1 32230 500-Year 36200.00 435.00 463.81 459.33 466.37 0.000865 13.6 3608.8 850.1 0.61 Reach-1 32250 10-Year 9400.00 437.00 457.58 445.36 457.93 0.000632 4.8 2178.0 289.2 0.22 Reach-1 32250 50-Year 13200.00 437.00 459.13 447.31 459.60 0.000834 5.8 3078.1 958.0 0.25 Reach-1 32250 100-Year 14900.00 437.00 460.30 448.10 460.68 0.000700 5.5 4372.0 1261.5 0.23 Reach-1 32250 500-Year 36200.00 437.00 466.52 460.12 466.62 0.000238 3.9 19743.6 2919.7 0.14 Reach-1 32305 10-Year 9400.00 437.70 457.39 453.36 458.11 0.003110 7.2 1483.0 264.7 0.44 Reach-1 32305 50-Year 13200.00 437.70 458.97 455.46 459.79 0.003382 7.9 1945.1 321.9 0.47 Reach-1 32305 100-Year 14900.00 437.70 460.14 456.13 460.85 0.002777 7.4 2372.6 502.0 0.43 Reach-1 32305 500-Year 36200.00 437.70 466.55 462.15 466.64 0.000402 3.5 18194.8 3890.8 0.17 Reach-1 32725 10-Year 9400.00 438.20 458.54 450.62 458.71 0.000687 3.9 3532.3 721.0 0.22 Reach-1 32725 50-Year 13200.00 438.20 460.25 454.50 460.39 0.000637 3.8 5332.6 1429.0 0.21 Reach-1 32725 100-Year 14900.00 438.20 461.24 455.11 461.34 0.000512 3.3 6945.3 2160.0 0.19 Reach-1 32725 500-Year 36200.00 438.20 466.72 458.67 466.77 0.000198 2.7 22947.5 3914.0 0.13 Reach-1 33145 10-Year 9400.00 438.40 458.88 450.45 459.05 0.001018 3.3 2842.7 372.0 0.21 Reach-1 33145 50-Year 13200.00 438.40 460.53 453.81 460.75 0.001123 3.8 3479.4 1162.6 0.23 Reach-1 33145 100-Year 14900.00 438.40 461.44 454.17 461.67 0.001067 3.9 3924.2 1983.0 0.22 Reach-1 33145 500-Year 36200.00 438.40 466.79 457.75 466.86 0.000332 2.5 19566.9 3715.0 0.13 Reach-1 33470 10-Year 9400.00 439.00 459.12 448.96 459.40 0.000962 4.3 2197.2 567.6 0.28 Reach-1 33470 50-Year 13200.00 439.00 460.82 450.96 461.17 0.001246 4.8 2878.9 1111.3 0.30 Reach-1 33470 100-Year 14900.00 439.00 461.74 451.83 462.08 0.001277 4.7 3375.4 1473.6 0.30 Reach-1 33470 500-Year 36200.00 439.00 466.87 459.57 466.98 0.000392 3.3 15343.4 2537.0 0.17 Reach-1 34260 10-Year 9400.00 438.80 459.87 453.70 460.00 0.000579 2.8 3335.0 421.0 0.18 Reach-1 34260 50-Year 13200.00 438.80 461.71 454.45 461.87 0.000621 3.1 4202.8 802.7 0.20 Reach-1 34260 100-Year 14900.00 438.80 462.59 454.76 462.75 0.000582 3.2 4718.8 863.9 0.20 Reach-1 34260 500-Year 36200.00 438.80 467.12 457.89 467.33 0.000632 4.0 11280.1 1845.0 0.20 Reach-1 34850 10-Year 9400.00 439.30 460.04 453.13 460.77 0.002147 6.8 1372.7 132.6 0.38 Reach-1 34850 50-Year 13200.00 439.30 461.79 455.38 462.82 0.002956 8.1 1625.1 529.7 0.44 Reach-1 34850 100-Year 14900.00 439.30 462.61 456.16 463.72 0.003389 8.5 1761.0 665.9 0.47 Reach-1 34850 500-Year 36200.00 439.30 467.49 464.38 467.97 0.001648 7.0 8230.1 1575.0 0.35 HEC-RAS Plan: RevEx_FEMA MP River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 34950 10-Year 9400.00 439.30 460.37 452.71 460.98 0.001503 6.3 1490.4 457.1 0.36 Reach-1 34950 50-Year 13200.00 439.30 462.32 455.08 463.11 0.001813 7.2 1928.5 533.1 0.40 Reach-1 34950 100-Year 14900.00 439.30 463.44 455.97 464.07 0.001357 6.7 2538.7 558.3 0.35 Reach-1 34950 500-Year 36200.00 439.30 467.43 464.43 468.34 0.001370 8.2 4941.9 1241.8 0.37 Reach-1 35253 10-Year 9400.00 438.38 460.87 450.97 461.42 0.001251 6.0 1579.1 153.9 0.33 Reach-1 35253 50-Year 13200.00 438.38 463.01 453.41 463.70 0.001831 6.7 2109.5 375.7 0.39 Reach-1 35253 100-Year 14900.00 438.38 463.90 454.37 464.59 0.001984 6.7 2471.2 437.9 0.41 Reach-1 35253 500-Year 36200.00 438.38 467.79 464.55 469.06 0.002568 9.8 6064.4 1641.6 0.49 Reach-1 35614 10-Year 9400.00 437.29 461.39 448.07 461.72 0.000404 4.7 2424.0 505.9 0.20 Reach-1 35614 50-Year 13200.00 437.29 463.79 450.10 464.16 0.000625 5.1 3990.3 1438.5 0.24 Reach-1 35614 100-Year 14900.00 437.29 464.69 450.93 465.05 0.000590 5.2 4943.0 1544.0 0.24 Reach-1 35614 500-Year 36200.00 437.29 469.42 458.94 469.80 0.000614 6.4 14840.4 2200.6 0.25 Reach-1 35838 10-Year 9400.00 435.75 461.56 447.60 461.84 0.000506 4.3 2392.8 415.2 0.21 Reach-1 35838 50-Year 13200.00 435.75 464.00 449.71 464.30 0.000465 4.6 4428.0 1329.4 0.21 Reach-1 35838 100-Year 14900.00 435.75 464.90 450.54 465.19 0.000431 4.6 5504.3 1524.6 0.21 Reach-1 35838 500-Year 36200.00 435.75 469.63 459.09 469.94 0.000469 5.7 15721.9 2511.1 0.22 Reach-1 36034 10-Year 9400.00 439.29 461.72 449.28 461.92 0.000337 3.7 3009.9 508.1 0.18 Reach-1 36034 50-Year 13200.00 439.29 464.15 451.12 464.38 0.000324 4.1 4735.6 1121.4 0.18 Reach-1 36034 100-Year 14900.00 439.29 465.04 451.87 465.27 0.000312 4.2 5960.8 1518.2 0.18 Reach-1 36034 500-Year 36200.00 439.29 469.71 459.02 470.03 0.000409 5.6 15408.4 2370.2 0.21 Reach-1 36228 10-Year 9400.00 438.34 461.52 452.50 462.18 0.001610 6.7 1736.9 608.1 0.37 Reach-1 36228 50-Year 13200.00 438.34 464.16 455.07 464.52 0.000976 5.4 3719.0 1328.6 0.29 Reach-1 36228 100-Year 14900.00 438.34 465.09 456.10 465.37 0.000716 4.8 5075.8 1519.7 0.25 Reach-1 36228 500-Year 36200.00 438.34 469.82 464.65 470.11 0.000426 4.5 14931.1 2406.8 0.20 Reach-1 36248 10-Year 9400.00 438.23 461.57 452.58 462.22 0.001573 6.6 1806.3 626.6 0.36 Reach-1 36248 50-Year 13200.00 438.23 464.18 455.10 464.54 0.000877 5.4 3928.1 1398.1 0.28 Reach-1 36248 100-Year 14900.00 438.23 465.10 456.09 465.38 0.000656 4.9 5272.5 1500.4 0.24 Reach-1 36248 500-Year 36200.00 438.23 469.83 464.66 470.11 0.000407 4.6 15103.9 2414.3 0.20 Reach-1 36465 10-Year 10000.00 436.06 462.20 447.52 462.44 0.000563 4.0 3007.5 891.2 0.22 Reach-1 36465 50-Year 13800.00 436.06 464.49 449.45 464.67 0.000372 3.7 5281.5 1092.0 0.18 Reach-1 36465 100-Year 15600.00 436.06 465.32 450.28 465.48 0.000322 3.6 6267.6 1416.8 0.17 Reach-1 36465 500-Year 36200.00 436.06 470.00 457.70 470.18 0.000259 3.9 16172.9 2560.3 0.16 Reach-1 36542 10-Year 10000.00 437.17 462.15 449.96 462.55 0.000964 5.1 2260.3 803.8 0.29 Reach-1 36542 50-Year 13800.00 437.17 464.49 452.13 464.72 0.000563 4.3 4634.1 1188.4 0.22 Reach-1 36542 100-Year 15600.00 437.17 465.33 453.05 465.53 0.000460 4.1 5705.6 1532.3 0.20 Reach-1 36542 500-Year 36200.00 437.17 470.02 464.06 470.21 0.000314 4.2 15454.8 2593.3 0.18 Reach-1 36837 10-Year 10000.00 437.35 462.57 450.16 462.80 0.000685 3.9 2912.4 982.0 0.24 Reach-1 36837 50-Year 13800.00 437.35 464.71 452.03 464.85 0.000395 3.3 5435.8 1321.7 0.19 Reach-1 36837 100-Year 15600.00 437.35 465.50 452.83 465.63 0.000326 3.2 6547.1 1558.4 0.17 Reach-1 36837 500-Year 36200.00 437.35 470.13 460.08 470.27 0.000234 3.4 16041.2 2587.9 0.15 Reach-1 36990 10-Year 10000.00 438.45 462.63 450.78 462.94 0.000916 4.6 2510.9 672.4 0.28 Reach-1 36990 50-Year 13800.00 438.45 464.73 452.92 464.94 0.000561 4.0 4630.7 1287.6 0.22 Reach-1 36990 100-Year 15600.00 438.45 465.52 453.86 465.70 0.000467 3.8 5694.3 1468.2 0.20 Reach-1 36990 500-Year 36200.00 438.45 470.15 464.24 470.32 0.000317 4.0 14638.4 2408.5 0.18 Reach-1 37201 10-Year 10000.00 439.47 462.86 454.16 463.15 0.001065 4.5 2669.2 809.9 0.29 Reach-1 37201 50-Year 13800.00 439.47 464.85 457.66 465.05 0.000626 4.0 4678.6 1119.2 0.23 Reach-1 37201 100-Year 15600.00 439.47 465.61 458.82 465.79 0.000527 3.9 5548.0 1163.5 0.22 Reach-1 37201 500-Year 36200.00 439.47 470.18 464.22 470.40 0.000409 4.4 11585.9 1537.0 0.20 Reach-1 37350 10-Year 10000.00 440.19 462.92 452.60 463.32 0.000871 5.3 2500.5 785.1 0.27 Reach-1 37350 50-Year 13800.00 440.19 464.87 455.19 465.17 0.000651 5.1 4456.6 1161.6 0.24 Reach-1 37350 100-Year 15600.00 440.19 465.62 456.38 465.89 0.000580 5.0 5342.8 1182.7 0.23 Reach-1 37350 500-Year 36200.00 440.19 470.19 464.89 470.47 0.000530 5.7 11241.3 1560.5 0.23 Reach-1 37539 10-Year 10000.00 437.53 463.00 450.85 463.49 0.000703 5.8 2378.4 744.8 0.25 Reach-1 37539 50-Year 13800.00 437.53 464.90 453.10 465.30 0.000608 5.8 4326.7 1278.4 0.24 Reach-1 37539 100-Year 15600.00 437.53 465.66 454.10 466.00 0.000550 5.6 5301.6 1303.2 0.23 Reach-1 37539 500-Year 36200.00 437.53 470.26 465.47 470.54 0.000479 6.1 11704.3 1585.5 0.22 Reach-1 37702 10-Year 10000.00 438.36 463.07 452.29 463.66 0.001280 6.3 1927.7 647.4 0.33 Reach-1 37702 50-Year 13800.00 438.36 465.05 454.65 465.40 0.001040 5.5 4033.8 1312.0 0.30 Reach-1 37702 100-Year 15600.00 438.36 465.80 455.65 466.09 0.000838 5.2 5031.7 1334.7 0.27 Reach-1 37702 500-Year 36200.00 438.36 470.36 465.62 470.59 0.000533 5.2 11595.2 1658.8 0.23 Reach-1 37727 10-Year 10000.00 438.44 463.10 452.36 463.70 0.001288 6.4 1908.9 636.4 0.33 HEC-RAS Plan: RevEx_FEMA MP River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 37727 50-Year 13800.00 438.44 465.11 454.73 465.43 0.001129 5.3 4078.9 1315.7 0.30 Reach-1 37727 100-Year 15600.00 438.44 465.85 455.73 466.11 0.000893 5.0 5061.1 1336.1 0.27 Reach-1 37727 500-Year 36200.00 438.44 470.39 465.40 470.60 0.000542 5.0 11659.4 1653.8 0.23 Reach-1 37787 10-Year 10000.00 438.68 463.27 452.23 463.76 0.000718 5.8 2349.7 842.5 0.26 Reach-1 37787 50-Year 13800.00 438.68 465.09 454.44 465.51 0.000636 5.9 4443.8 1264.0 0.25 Reach-1 37787 100-Year 15600.00 438.68 465.81 455.39 466.19 0.000589 5.8 5360.1 1279.5 0.24 Reach-1 37787 500-Year 36200.00 438.68 470.34 465.62 470.67 0.000562 6.6 11635.0 1579.6 0.24 Reach-1 37969 10-Year 10000.00 437.61 463.62 451.49 463.90 0.000478 4.4 2636.9 636.3 0.21 Reach-1 37969 50-Year 13800.00 437.61 465.36 453.75 465.63 0.000452 4.4 3881.5 785.1 0.21 Reach-1 37969 100-Year 15600.00 437.61 466.03 454.70 466.30 0.000435 4.5 4434.5 880.0 0.20 Reach-1 37969 500-Year 36200.00 437.61 470.44 464.40 470.76 0.000442 5.3 9665.7 1559.3 0.21 Reach-1 38194 10-Year 10000.00 437.63 463.79 452.23 464.00 0.000405 3.9 3080.3 741.5 0.19 Reach-1 38194 50-Year 13800.00 437.63 465.53 454.55 465.72 0.000337 3.8 4515.3 877.4 0.18 Reach-1 38194 100-Year 15600.00 437.63 466.19 455.52 466.39 0.000322 3.8 5107.2 914.4 0.17 Reach-1 38194 500-Year 36200.00 437.63 470.57 464.03 470.85 0.000347 4.7 10075.9 1481.9 0.19 Reach-1 38381 10-Year 10000.00 440.95 463.93 450.94 464.06 0.000200 3.2 3953.4 771.4 0.14 Reach-1 38381 50-Year 13800.00 440.95 465.64 452.81 465.78 0.000188 3.3 5357.5 863.2 0.14 Reach-1 38381 100-Year 15600.00 440.95 466.30 453.62 466.44 0.000187 3.3 5932.9 892.0 0.14 Reach-1 38381 500-Year 36200.00 440.95 470.68 463.03 470.91 0.000233 4.2 11248.8 1596.6 0.16 Reach-1 38573 10-Year 10000.00 439.99 463.95 452.23 464.12 0.000305 3.5 3331.9 678.0 0.17 Reach-1 38573 50-Year 13800.00 439.99 465.66 454.38 465.83 0.000271 3.3 4643.7 853.1 0.16 Reach-1 38573 100-Year 15600.00 439.99 466.31 455.29 466.49 0.000262 3.3 5210.3 879.0 0.16 Reach-1 38573 500-Year 36200.00 439.99 470.69 463.66 470.98 0.000285 3.9 10305.3 1383.1 0.17 Reach-1 38781 10-Year 10000.00 437.90 463.95 452.29 464.23 0.000476 4.6 2910.0 693.3 0.21 Reach-1 38781 50-Year 13800.00 437.90 465.67 454.53 465.93 0.000458 4.8 4302.8 944.3 0.21 Reach-1 38781 100-Year 15600.00 437.90 466.33 455.46 466.59 0.000451 4.9 4939.4 980.3 0.21 Reach-1 38781 500-Year 36200.00 437.90 470.74 464.96 471.06 0.000500 6.0 9925.5 1234.1 0.23 Reach-1 38988 10-Year 10000.00 440.24 464.00 452.34 464.37 0.000558 4.9 2339.0 449.4 0.23 Reach-1 38988 50-Year 13800.00 440.24 465.66 454.36 466.09 0.000638 5.6 3427.7 841.7 0.25 Reach-1 38988 100-Year 15600.00 440.24 466.31 455.22 466.76 0.000665 5.8 3910.4 897.6 0.26 Reach-1 38988 500-Year 36200.00 440.24 470.75 465.44 471.24 0.000759 7.1 8843.7 1138.4 0.28 Reach-1 39281 10-Year 10000.00 439.81 464.13 452.25 464.61 0.000776 5.7 2185.8 432.0 0.26 Reach-1 39281 50-Year 13800.00 439.81 465.81 454.47 466.40 0.000962 6.5 2994.6 649.6 0.30 Reach-1 39281 100-Year 15600.00 439.81 466.46 455.40 467.09 0.001030 6.8 3386.7 735.5 0.31 Reach-1 39281 500-Year 36200.00 439.81 470.89 466.34 471.66 0.001254 8.7 8171.2 1167.1 0.35 Reach-1 39436 10-Year 10000.00 443.54 464.34 454.58 464.75 0.000655 5.5 2521.0 478.1 0.25 Reach-1 39436 50-Year 13800.00 443.54 466.14 456.74 466.57 0.000664 6.0 3438.6 627.4 0.26 Reach-1 39436 100-Year 15600.00 443.54 466.83 457.66 467.27 0.000670 6.2 3872.8 672.6 0.26 Reach-1 39436 500-Year 36200.00 443.54 471.25 465.91 471.87 0.000883 8.2 7310.9 849.3 0.31 Reach-1 39490 10-Year 10000.00 442.00 464.55 453.51 464.82 0.000791 4.2 2499.6 357.1 0.23 Reach-1 39490 50-Year 13800.00 442.00 466.30 456.06 466.64 0.000903 4.8 3157.4 395.1 0.25 Reach-1 39490 100-Year 15600.00 442.00 466.97 457.02 467.33 0.000957 5.0 3424.1 409.5 0.26 Reach-1 39490 500-Year 36200.00 442.00 471.20 463.86 472.04 0.001558 7.7 5306.0 482.7 0.35 Reach-1 39540 10-Year 9900.00 442.00 464.41 455.76 465.07 0.001465 6.7 1790.5 486.9 0.32 Reach-1 39540 50-Year 13700.00 442.00 466.19 457.97 466.87 0.001429 7.1 2738.7 581.5 0.33 Reach-1 39540 100-Year 15400.00 442.00 466.87 458.83 467.54 0.001393 7.3 3148.7 618.0 0.33 Reach-1 39540 500-Year 36200.00 442.00 471.26 467.53 472.15 0.001681 9.4 6155.8 700.0 0.37 Reach-1 39940 10-Year 9900.00 442.00 464.97 455.78 465.61 0.001191 6.7 1944.0 509.9 0.29 Reach-1 39940 50-Year 13700.00 442.00 466.76 458.06 467.40 0.001191 7.2 2955.0 612.2 0.30 Reach-1 39940 100-Year 15400.00 442.00 467.44 458.99 468.07 0.001170 7.3 3374.0 620.1 0.30 Reach-1 39940 500-Year 36200.00 442.00 471.99 467.86 472.80 0.001450 9.4 6451.9 809.3 0.34 Reach-1 40650 10-Year 6600.00 440.00 465.96 452.23 466.23 0.000579 4.4 2002.9 607.1 0.20 Reach-1 40650 50-Year 9100.00 440.00 467.77 454.73 468.01 0.000529 4.5 3298.6 798.6 0.19 Reach-1 40650 100-Year 10200.00 440.00 468.43 455.66 468.66 0.000500 4.5 3842.2 835.3 0.19 Reach-1 40650 500-Year 36200.00 440.00 473.21 468.83 473.68 0.001046 7.7 8290.1 1039.9 0.28 Reach-1 48000 10-Year 5300.00 445.60 468.79 456.11 468.88 0.000265 2.9 3457.1 1302.5 0.13 Reach-1 48000 50-Year 8000.00 445.60 470.22 459.15 470.30 0.000258 3.1 5494.8 1493.3 0.13 Reach-1 48000 100-Year 9800.00 445.60 470.81 460.64 470.89 0.000278 3.3 6389.1 1549.9 0.14 Reach-1 48000 500-Year 36200.00 445.60 476.49 470.03 476.60 0.000332 4.3 15811.5 1779.1 0.16 Reach-1 51350 10-Year 4000.00 446.50 469.58 453.31 469.65 0.000186 2.2 2150.3 684.9 0.11 Reach-1 51350 50-Year 7000.00 446.50 471.36 455.82 471.43 0.000446 2.3 4084.7 1385.7 0.16 HEC-RAS Plan: RevEx_FEMA MP River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 51350 100-Year 9400.00 446.50 472.05 457.46 472.13 0.000477 2.6 5059.1 1442.8 0.17 Reach-1 51350 500-Year 36200.00 446.50 477.66 471.58 477.75 0.000314 3.1 17279.3 2463.8 0.15 Reach-1 53350 10-Year 4000.00 448.00 469.86 455.29 469.92 0.000104 2.1 2384.7 336.3 0.09 Reach-1 53350 50-Year 7000.00 448.00 471.84 457.59 471.93 0.000168 2.8 4038.7 1403.4 0.12 Reach-1 53350 100-Year 9400.00 448.00 472.60 459.18 472.72 0.000213 3.3 5386.7 2230.7 0.13 Reach-1 53350 500-Year 36200.00 448.00 478.06 472.60 478.11 0.000148 3.2 26280.4 4234.7 0.12 Reach-1 55590 10-Year 4000.00 452.40 470.20 460.05 470.44 0.000649 3.9 1016.4 89.0 0.20 Reach-1 55590 50-Year 7000.00 452.40 472.35 462.81 472.77 0.001004 5.4 1925.3 1172.4 0.26 Reach-1 55590 100-Year 9400.00 452.40 473.27 464.59 473.69 0.001051 5.8 3124.5 1417.8 0.27 Reach-1 55590 500-Year 36200.00 452.40 478.53 475.30 478.75 0.000757 6.0 13379.3 2315.5 0.24 Reach-1 56940 10-Year 4000.00 449.00 470.94 458.39 471.12 0.000399 3.5 1310.8 170.8 0.17 Reach-1 56940 50-Year 7000.00 449.00 473.53 461.43 473.79 0.000583 4.6 2256.2 880.5 0.20 Reach-1 56940 100-Year 9400.00 449.00 474.51 463.46 474.80 0.000666 5.1 3400.5 1474.9 0.22 Reach-1 56940 500-Year 36200.00 449.00 479.39 476.11 479.55 0.000515 5.3 15029.5 2587.8 0.20 HEC-RAS Plan: Prop_FEMA MP River: RIVER-1 Reach: Reach-1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 25530 10-Year 12800.00 434.40 451.01 442.90 451.44 0.000629 5.3 2433.2 216.7 0.28 Reach-1 25530 50-Year 18200.00 434.40 452.29 444.59 452.99 0.000934 6.7 2716.7 226.4 0.34 Reach-1 25530 100-Year 20600.00 434.40 453.52 445.25 454.25 0.000906 6.9 3001.0 235.7 0.34 Reach-1 25530 500-Year 36200.00 434.40 455.89 448.99 457.48 0.001670 10.1 3577.8 248.0 0.47 Reach-1 25770 10-Year 12800.00 434.60 451.29 441.89 451.57 0.000367 4.2 3038.1 253.2 0.21 Reach-1 25770 50-Year 18200.00 434.60 452.74 443.37 453.18 0.000533 5.3 3411.2 263.7 0.26 Reach-1 25770 100-Year 20600.00 434.60 453.97 443.97 454.44 0.000525 5.5 3742.1 272.7 0.26 Reach-1 25770 500-Year 36200.00 434.60 456.85 447.29 457.83 0.000899 8.0 4550.9 285.0 0.35 Reach-1 26830 10-Year 13300.00 436.30 451.71 444.70 452.16 0.000835 5.4 2464.9 256.8 0.31 Reach-1 26830 50-Year 18900.00 436.30 453.40 446.39 453.94 0.001017 6.1 3977.4 1104.8 0.34 Reach-1 26830 100-Year 21300.00 436.30 454.69 447.03 455.09 0.000789 5.5 5478.8 1199.3 0.30 Reach-1 26830 500-Year 36200.00 436.30 458.31 450.32 458.61 0.000580 5.1 10274.2 1516.8 0.29 Reach-1 26880 10-Year 13300.00 436.20 451.89 443.85 452.22 0.000886 4.6 2877.8 292.7 0.26 Reach-1 26880 50-Year 18900.00 436.20 453.53 445.44 454.01 0.001299 5.6 3383.6 322.9 0.30 Reach-1 26880 100-Year 21300.00 436.20 454.73 446.05 455.19 0.001239 5.5 4372.3 1176.8 0.29 Reach-1 26880 500-Year 36200.00 436.20 458.55 449.21 458.77 0.001124 4.3 10018.1 1710.2 0.24 Reach-1 27165 10-Year 13300.00 436.10 452.26 446.69 452.45 0.000788 4.3 4509.6 1260.6 0.24 Reach-1 27165 50-Year 18900.00 436.10 454.12 450.69 454.25 0.000536 3.6 6958.2 1367.0 0.20 Reach-1 27165 100-Year 21300.00 436.10 455.28 451.05 455.39 0.000382 3.0 8577.8 1419.8 0.16 Reach-1 27165 500-Year 36200.00 436.10 458.80 452.27 458.91 0.000297 2.3 13790.3 1604.3 0.13 Reach-1 27449 10-Year 13300.00 435.60 452.50 445.27 452.59 0.000302 2.6 5846.2 1180.5 0.15 Reach-1 27449 50-Year 18900.00 435.60 454.27 448.14 454.36 0.000274 2.5 8214.4 1423.2 0.14 Reach-1 27449 100-Year 21300.00 435.60 455.39 448.49 455.47 0.000245 2.0 9875.6 1555.7 0.12 Reach-1 27449 500-Year 36200.00 435.60 458.88 450.15 458.97 0.000201 1.7 15749.2 1740.6 0.10 Reach-1 27748 10-Year 13300.00 435.20 452.59 445.26 452.67 0.000263 2.5 6321.0 1347.1 0.14 Reach-1 27748 50-Year 18900.00 435.20 454.35 448.24 454.43 0.000237 2.4 8744.8 1406.3 0.13 Reach-1 27748 100-Year 21300.00 435.20 455.46 448.57 455.53 0.000195 2.1 10323.5 1447.4 0.11 Reach-1 27748 500-Year 36200.00 435.20 458.93 450.11 459.03 0.000196 1.6 15664.3 1691.1 0.09 Reach-1 27992 10-Year 13300.00 435.60 452.67 444.34 452.74 0.000295 2.6 6408.5 1258.7 0.15 Reach-1 27992 50-Year 18900.00 435.60 454.42 446.00 454.50 0.000270 2.5 8666.5 1312.4 0.14 Reach-1 27992 100-Year 21300.00 435.60 455.52 447.08 455.59 0.000223 2.3 10122.5 1345.6 0.12 Reach-1 27992 500-Year 36200.00 435.60 458.99 450.82 459.09 0.000210 2.2 14998.1 1468.9 0.11 Reach-1 28168 10-Year 13300.00 436.60 452.74 445.81 452.79 0.000179 2.0 7344.0 1211.9 0.12 Reach-1 28168 50-Year 18900.00 436.60 454.48 448.32 454.55 0.000171 2.0 9508.1 1271.9 0.11 Reach-1 28168 100-Year 21300.00 436.60 455.57 448.62 455.63 0.000147 1.9 10907.7 1315.1 0.10 Reach-1 28168 500-Year 36200.00 436.60 459.04 449.80 459.12 0.000151 1.8 15738.3 1463.8 0.09 Reach-1 28492 10-Year 13300.00 436.30 452.79 445.93 452.85 0.000194 2.1 6918.5 1115.6 0.12 Reach-1 28492 50-Year 18900.00 436.30 454.53 448.34 454.60 0.000189 2.1 8914.4 1179.1 0.12 Reach-1 28492 100-Year 21300.00 436.30 455.61 448.63 455.68 0.000165 2.0 10204.5 1221.7 0.11 Reach-1 28492 500-Year 36200.00 436.30 459.08 449.84 459.18 0.000172 1.9 14735.7 1372.9 0.10 Reach-1 28720 10-Year 13300.00 436.80 452.85 447.54 452.93 0.000276 2.5 6009.0 1025.6 0.15 Reach-1 28720 50-Year 18900.00 436.80 454.59 448.56 454.68 0.000264 2.6 7827.0 1066.3 0.14 Reach-1 28720 100-Year 21300.00 436.80 455.65 448.93 455.74 0.000228 2.4 8981.9 1097.1 0.13 Reach-1 28720 500-Year 36200.00 436.80 459.12 450.37 459.25 0.000232 2.4 12985.4 1217.8 0.12 Reach-1 28890 10-Year 13300.00 437.10 452.85 446.76 453.03 0.000747 3.9 4414.0 1020.4 0.23 Reach-1 28890 50-Year 18900.00 437.10 454.61 448.88 454.77 0.000617 3.7 6232.6 1050.4 0.20 Reach-1 28890 100-Year 21300.00 437.10 455.68 450.87 455.82 0.000504 3.2 7371.1 1078.6 0.18 Reach-1 28890 500-Year 36200.00 437.10 459.15 452.38 459.32 0.000436 2.9 11261.0 1172.3 0.16 Reach-1 29124 10-Year 13300.00 437.40 452.93 445.89 453.33 0.001142 5.2 2753.9 556.6 0.29 Reach-1 29124 50-Year 18900.00 437.40 454.66 447.58 455.07 0.001216 5.5 4197.9 948.4 0.30 Reach-1 29124 100-Year 21300.00 437.40 455.74 448.22 456.06 0.000998 5.0 5243.2 985.5 0.26 Reach-1 29124 500-Year 36200.00 437.40 459.25 451.59 459.51 0.000781 4.6 8956.0 1166.6 0.23 Reach-1 29651 10-Year 13300.00 438.06 453.60 446.27 453.77 0.000606 3.6 4458.9 845.9 0.21 Reach-1 29651 50-Year 18900.00 438.06 455.33 447.96 455.50 0.000588 3.7 6005.6 951.1 0.20 Reach-1 29651 100-Year 21300.00 438.06 456.27 448.58 456.42 0.000522 3.5 6928.9 1022.1 0.19 Reach-1 29651 500-Year 36200.00 438.06 459.65 452.60 459.81 0.000498 3.2 11313.1 1597.9 0.17 Reach-1 29831 10-Year 13300.00 438.14 453.74 446.58 453.86 0.000374 3.0 4871.1 730.3 0.17 Reach-1 29831 50-Year 18900.00 438.14 455.44 449.37 455.59 0.000396 3.2 6177.8 829.2 0.17 Reach-1 29831 100-Year 21300.00 438.14 456.36 449.72 456.50 0.000368 3.1 6948.6 858.4 0.17 Reach-1 29831 500-Year 36200.00 438.14 459.73 451.43 459.90 0.000384 3.2 11185.9 1561.9 0.16 Reach-1 30027 10-Year 13300.00 438.23 453.77 447.21 454.04 0.001022 4.5 3365.9 560.0 0.26 HEC-RAS Plan: Prop_FEMA MP River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 30027 50-Year 18900.00 438.23 455.49 449.45 455.79 0.001159 4.7 4386.5 632.8 0.27 Reach-1 30027 100-Year 21300.00 438.23 456.40 450.28 456.69 0.001133 4.5 4988.5 682.6 0.25 Reach-1 30027 500-Year 36200.00 438.23 459.75 452.95 460.11 0.001144 4.6 7585.5 965.5 0.25 Reach-1 30384 10-Year 13300.00 438.14 454.13 448.79 454.56 0.001684 5.4 2528.0 329.0 0.33 Reach-1 30384 50-Year 18900.00 438.14 455.87 450.30 456.43 0.002109 6.1 3141.6 388.4 0.36 Reach-1 30384 100-Year 21300.00 438.14 456.77 450.86 457.34 0.002135 6.2 3509.7 430.4 0.36 Reach-1 30384 500-Year 36200.00 438.14 460.20 453.62 460.84 0.002881 6.8 5681.4 1011.5 0.38 Reach-1 30604 10-Year 13300.00 438.55 454.57 449.70 454.99 0.001875 5.4 2644.3 462.7 0.34 Reach-1 30604 50-Year 18900.00 438.55 456.52 451.16 456.93 0.001884 5.5 3797.3 729.5 0.33 Reach-1 30604 100-Year 21300.00 438.55 457.44 451.70 457.82 0.001633 5.3 4513.7 827.0 0.31 Reach-1 30604 500-Year 36200.00 438.55 461.01 454.87 461.34 0.001264 5.2 8179.4 1381.0 0.27 Reach-1 30958 10-Year 13300.00 438.55 455.17 450.34 455.28 0.000427 2.9 5072.8 915.2 0.17 Reach-1 30958 50-Year 18900.00 438.55 457.09 451.27 457.20 0.000393 2.5 6931.4 1042.3 0.15 Reach-1 30958 100-Year 21300.00 438.55 457.94 451.70 458.06 0.000362 2.4 7869.1 1142.5 0.14 Reach-1 30958 500-Year 36200.00 438.55 461.41 453.04 461.55 0.000337 2.2 12361.6 1421.1 0.13 Reach-1 31335 10-Year 13300.00 438.55 454.23 454.23 456.41 0.008798 12.5 1232.1 332.5 0.76 Reach-1 31335 50-Year 18900.00 438.55 456.74 456.27 457.84 0.004803 9.8 2646.9 960.7 0.56 Reach-1 31335 100-Year 21300.00 438.55 457.85 456.71 458.50 0.002982 8.0 3754.1 1022.6 0.44 Reach-1 31335 500-Year 36200.00 438.55 461.47 457.94 461.82 0.001321 5.4 7720.6 1156.0 0.28 Reach-1 32150 10-Year 13300.00 437.00 456.60 447.37 457.45 0.000962 7.5 1924.5 242.7 0.34 Reach-1 32150 50-Year 18900.00 437.00 457.06 449.87 458.65 0.001760 10.3 2040.7 255.6 0.46 Reach-1 32150 100-Year 21300.00 437.00 457.93 450.83 459.66 0.001856 10.8 2294.3 380.5 0.47 Reach-1 32150 500-Year 36200.00 437.00 461.35 457.18 463.00 0.001832 11.8 6032.5 2053.4 0.48 Reach-1 32200 10-Year 13300.00 435.00 456.49 450.43 457.80 0.000553 9.4 1510.0 153.8 0.48 Reach-1 32200 50-Year 18900.00 435.00 456.87 453.76 459.33 0.001031 12.9 1568.3 157.6 0.66 Reach-1 32200 100-Year 21300.00 435.00 457.72 454.77 460.37 0.001088 13.4 1706.5 166.1 0.68 Reach-1 32200 500-Year 36200.00 435.00 460.56 459.32 465.16 0.001751 17.8 2219.7 202.3 0.86 Reach-1 32215 Bridge Reach-1 32230 10-Year 13300.00 435.00 456.54 450.43 457.83 0.000548 9.4 1516.4 154.2 0.48 Reach-1 32230 50-Year 18900.00 435.00 457.02 453.76 459.40 0.000994 12.7 1591.9 159.1 0.65 Reach-1 32230 100-Year 21300.00 435.00 457.90 454.76 460.46 0.001044 13.2 1735.4 167.9 0.66 Reach-1 32230 500-Year 36200.00 435.00 463.81 459.33 466.37 0.000865 13.6 3608.8 850.1 0.61 Reach-1 32250 10-Year 9400.00 437.00 457.58 445.36 457.93 0.000632 4.8 2178.0 289.2 0.22 Reach-1 32250 50-Year 13200.00 437.00 459.13 447.31 459.60 0.000834 5.8 3078.1 958.0 0.25 Reach-1 32250 100-Year 14900.00 437.00 460.30 448.10 460.68 0.000700 5.5 4372.0 1261.5 0.23 Reach-1 32250 500-Year 36200.00 437.00 466.52 460.12 466.62 0.000238 3.9 19743.6 2919.7 0.14 Reach-1 32305 10-Year 9400.00 437.70 457.39 453.36 458.11 0.003110 7.2 1483.0 264.7 0.44 Reach-1 32305 50-Year 13200.00 437.70 458.97 455.46 459.79 0.003382 7.9 1945.1 321.9 0.47 Reach-1 32305 100-Year 14900.00 437.70 460.14 456.13 460.85 0.002777 7.4 2372.6 502.0 0.43 Reach-1 32305 500-Year 36200.00 437.70 466.55 462.15 466.64 0.000402 3.5 18194.8 3890.8 0.17 Reach-1 32725 10-Year 9400.00 438.20 458.54 450.62 458.71 0.000687 3.9 3532.3 721.0 0.22 Reach-1 32725 50-Year 13200.00 438.20 460.25 454.50 460.39 0.000637 3.8 5332.6 1429.0 0.21 Reach-1 32725 100-Year 14900.00 438.20 461.24 455.11 461.34 0.000512 3.3 6945.3 2160.0 0.19 Reach-1 32725 500-Year 36200.00 438.20 466.72 458.67 466.77 0.000198 2.7 22947.5 3914.0 0.13 Reach-1 33145 10-Year 9400.00 438.40 458.88 450.45 459.05 0.001018 3.3 2842.7 372.0 0.21 Reach-1 33145 50-Year 13200.00 438.40 460.53 453.81 460.75 0.001123 3.8 3479.4 1162.6 0.23 Reach-1 33145 100-Year 14900.00 438.40 461.44 454.17 461.67 0.001067 3.9 3924.2 1983.0 0.22 Reach-1 33145 500-Year 36200.00 438.40 466.79 457.75 466.86 0.000332 2.5 19566.9 3715.0 0.13 Reach-1 33470 10-Year 9400.00 439.00 459.12 448.96 459.40 0.000962 4.3 2197.2 567.6 0.28 Reach-1 33470 50-Year 13200.00 439.00 460.82 450.96 461.17 0.001246 4.8 2878.9 1111.3 0.30 Reach-1 33470 100-Year 14900.00 439.00 461.74 451.83 462.08 0.001277 4.7 3375.4 1473.6 0.30 Reach-1 33470 500-Year 36200.00 439.00 466.87 459.57 466.98 0.000392 3.3 15343.4 2537.0 0.17 Reach-1 34260 10-Year 9400.00 438.80 459.87 453.70 460.00 0.000579 2.8 3335.0 421.0 0.18 Reach-1 34260 50-Year 13200.00 438.80 461.71 454.45 461.87 0.000621 3.1 4202.8 802.7 0.20 Reach-1 34260 100-Year 14900.00 438.80 462.59 454.76 462.75 0.000582 3.2 4718.8 863.9 0.20 Reach-1 34260 500-Year 36200.00 438.80 467.12 457.89 467.33 0.000632 4.0 11280.1 1845.0 0.20 Reach-1 34850 10-Year 9400.00 439.30 460.04 453.13 460.77 0.002147 6.8 1372.7 132.6 0.38 Reach-1 34850 50-Year 13200.00 439.30 461.79 455.38 462.82 0.002956 8.1 1625.1 529.7 0.44 Reach-1 34850 100-Year 14900.00 439.30 462.61 456.16 463.72 0.003389 8.5 1761.0 665.9 0.47 Reach-1 34850 500-Year 36200.00 439.30 467.49 464.38 467.97 0.001648 7.0 8230.1 1575.0 0.35 HEC-RAS Plan: Prop_FEMA MP River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 34950 10-Year 9400.00 439.30 460.37 452.71 460.98 0.001503 6.3 1490.4 457.1 0.36 Reach-1 34950 50-Year 13200.00 439.30 462.32 455.08 463.11 0.001813 7.2 1928.5 533.1 0.40 Reach-1 34950 100-Year 14900.00 439.30 463.44 455.97 464.07 0.001357 6.7 2538.7 558.3 0.35 Reach-1 34950 500-Year 36200.00 439.30 467.43 464.43 468.34 0.001370 8.2 4941.9 1241.8 0.37 Reach-1 35253 10-Year 9400.00 438.38 460.87 450.97 461.42 0.001251 6.0 1579.1 153.9 0.33 Reach-1 35253 50-Year 13200.00 438.38 463.01 453.41 463.70 0.001831 6.7 2109.5 375.7 0.39 Reach-1 35253 100-Year 14900.00 438.38 463.90 454.37 464.59 0.001984 6.7 2471.2 437.9 0.41 Reach-1 35253 500-Year 36200.00 438.38 467.79 464.55 469.06 0.002568 9.8 6064.4 1641.6 0.49 Reach-1 35614 10-Year 9400.00 437.29 461.39 448.02 461.72 0.000408 4.7 2280.4 249.7 0.20 Reach-1 35614 50-Year 13200.00 437.29 463.78 450.08 464.15 0.000627 5.2 3573.5 855.7 0.24 Reach-1 35614 100-Year 14900.00 437.29 464.68 450.90 465.05 0.000585 5.2 4375.5 890.8 0.24 Reach-1 35614 500-Year 36200.00 437.29 469.20 458.91 469.81 0.000861 7.5 8546.3 1002.4 0.30 Reach-1 35838 10-Year 9400.00 435.75 461.56 447.57 461.84 0.000509 4.3 2313.8 311.0 0.22 Reach-1 35838 50-Year 13200.00 435.75 463.97 449.67 464.29 0.000496 4.7 3580.6 715.5 0.22 Reach-1 35838 100-Year 14900.00 435.75 464.85 450.51 465.18 0.000472 4.8 4222.8 725.5 0.22 Reach-1 35838 500-Year 36200.00 435.75 469.45 459.05 470.00 0.000700 7.0 7929.5 951.4 0.27 Reach-1 36034 10-Year 9400.00 439.29 461.71 449.31 461.93 0.000345 3.8 2826.0 394.0 0.18 Reach-1 36034 50-Year 13200.00 439.29 464.13 451.14 464.38 0.000338 4.2 4162.0 707.0 0.19 Reach-1 36034 100-Year 14900.00 439.29 465.01 451.87 465.26 0.000331 4.3 4789.6 725.0 0.19 Reach-1 36034 500-Year 36200.00 439.29 469.63 459.11 470.12 0.000547 6.5 8283.2 781.7 0.25 Reach-1 36228 10-Year 9400.00 438.34 461.54 452.50 462.16 0.001240 6.6 1784.4 655.2 0.33 Reach-1 36228 50-Year 13200.00 438.34 464.17 455.06 464.50 0.000707 5.4 3440.4 707.7 0.25 Reach-1 36228 100-Year 14900.00 438.34 465.08 456.10 465.35 0.000570 4.9 4090.9 720.0 0.23 Reach-1 36228 500-Year 36200.00 438.34 469.82 464.36 470.23 0.000501 5.3 7660.9 782.6 0.22 Reach-1 36238 Bridge Reach-1 36248 10-Year 9400.00 438.23 461.59 452.61 462.22 0.001203 6.6 1756.8 634.2 0.33 Reach-1 36248 50-Year 13200.00 438.23 464.21 455.14 464.55 0.000702 5.5 3356.1 681.8 0.25 Reach-1 36248 100-Year 14900.00 438.23 465.10 456.14 465.39 0.000573 5.1 3969.4 695.2 0.23 Reach-1 36248 500-Year 36200.00 438.23 469.85 464.62 470.28 0.000504 5.5 7452.7 772.0 0.23 Reach-1 36465 10-Year 10000.00 436.06 462.22 447.52 462.36 0.000200 3.1 3395.1 695.3 0.14 Reach-1 36465 50-Year 13800.00 436.06 464.50 449.45 464.63 0.000149 2.9 5073.8 786.9 0.12 Reach-1 36465 100-Year 15600.00 436.06 465.32 450.28 465.45 0.000138 2.9 5725.1 797.6 0.12 Reach-1 36465 500-Year 36200.00 436.06 470.12 460.18 470.35 0.000157 3.6 10017.2 1032.6 0.13 Reach-1 36542 10-Year 10000.00 437.17 462.20 449.96 462.38 0.000331 3.4 2971.0 702.7 0.17 Reach-1 36542 50-Year 13800.00 437.17 464.50 452.13 464.65 0.000207 3.0 4840.0 933.8 0.14 Reach-1 36542 100-Year 15600.00 437.17 465.33 453.05 465.47 0.000182 2.9 5611.8 936.8 0.13 Reach-1 36542 500-Year 36200.00 437.17 470.13 461.17 470.36 0.000180 3.5 10195.9 1137.1 0.14 Reach-1 36837 10-Year 10000.00 437.35 462.34 450.16 462.48 0.000318 2.9 3468.3 901.1 0.16 Reach-1 36837 50-Year 13800.00 437.35 464.60 452.03 464.70 0.000186 2.4 5822.0 1130.7 0.13 Reach-1 36837 100-Year 15600.00 437.35 465.41 452.83 465.52 0.000159 2.4 6747.4 1133.2 0.12 Reach-1 36837 500-Year 36200.00 437.35 470.25 460.76 470.41 0.000141 2.8 12684.9 1373.8 0.12 Reach-1 36990 10-Year 10000.00 438.45 462.38 450.78 462.54 0.000350 2.8 3303.3 753.0 0.17 Reach-1 36990 50-Year 13800.00 438.45 464.61 452.92 464.74 0.000198 2.5 5555.0 1237.1 0.13 Reach-1 36990 100-Year 15600.00 438.45 465.43 453.86 465.55 0.000169 2.4 6563.0 1239.2 0.12 Reach-1 36990 500-Year 36200.00 438.45 470.26 461.11 470.43 0.000146 2.8 12686.0 1333.1 0.12 Reach-1 37201 10-Year 10000.00 439.47 462.38 454.16 462.74 0.001405 5.0 2312.7 682.0 0.33 Reach-1 37201 50-Year 13800.00 439.47 464.62 457.66 464.85 0.000715 4.2 4419.9 1105.7 0.25 Reach-1 37201 100-Year 15600.00 439.47 465.43 458.82 465.63 0.000579 4.0 5342.6 1153.2 0.22 Reach-1 37201 500-Year 36200.00 439.47 470.28 464.22 470.49 0.000397 4.4 11563.2 1408.3 0.20 Reach-1 37350 10-Year 10000.00 440.19 462.48 452.60 462.96 0.001063 5.7 2173.9 678.7 0.30 Reach-1 37350 50-Year 13800.00 440.19 464.64 455.19 464.98 0.000728 5.3 4193.9 1154.3 0.26 Reach-1 37350 100-Year 15600.00 440.19 465.45 456.38 465.74 0.000630 5.1 5132.7 1167.6 0.24 Reach-1 37350 500-Year 36200.00 440.19 470.29 464.89 470.57 0.000520 5.7 10897.8 1213.8 0.23 Reach-1 37539 10-Year 10000.00 437.53 462.59 450.85 463.14 0.000766 6.1 2096.7 639.8 0.26 Reach-1 37539 50-Year 13800.00 437.53 464.70 453.10 465.11 0.000607 5.9 3993.0 1072.4 0.24 Reach-1 37539 100-Year 15600.00 437.53 465.50 454.10 465.85 0.000540 5.7 4855.4 1084.0 0.22 Reach-1 37539 500-Year 36200.00 437.53 470.33 465.30 470.64 0.000470 6.1 10197.9 1121.5 0.22 Reach-1 37702 10-Year 10000.00 438.36 462.66 452.29 463.33 0.001282 6.7 1771.0 650.8 0.33 Reach-1 37702 50-Year 13800.00 438.36 464.78 454.65 465.20 0.000835 6.0 3716.3 1065.2 0.27 Reach-1 37702 100-Year 15600.00 438.36 465.57 455.65 465.92 0.000700 5.7 4565.2 1075.5 0.25 Reach-1 37702 500-Year 36200.00 438.36 470.39 465.43 470.68 0.000506 5.8 9830.6 1108.0 0.23 HEC-RAS Plan: Prop_FEMA MP River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 37718 Bridge Reach-1 37727 10-Year 10000.00 438.44 462.79 452.36 463.44 0.001366 6.6 1832.8 728.4 0.34 Reach-1 37727 50-Year 13800.00 438.44 464.88 454.73 465.24 0.000953 5.6 3766.6 1056.2 0.29 Reach-1 37727 100-Year 15600.00 438.44 465.67 455.73 465.96 0.000772 5.2 4604.9 1064.5 0.26 Reach-1 37727 500-Year 36200.00 438.44 470.43 465.24 470.70 0.000526 5.4 9758.9 1096.5 0.23 Reach-1 37787 10-Year 10000.00 438.68 463.00 452.27 463.52 0.000799 6.0 2067.0 652.7 0.27 Reach-1 37787 50-Year 13800.00 438.68 464.90 454.50 465.30 0.000624 5.7 3683.5 986.5 0.24 Reach-1 37787 100-Year 15600.00 438.68 465.67 455.45 466.02 0.000550 5.5 4445.4 993.4 0.23 Reach-1 37787 500-Year 36200.00 438.68 470.36 465.35 470.78 0.000471 6.0 9178.6 1024.0 0.22 Reach-1 37969 10-Year 10000.00 437.61 463.40 451.47 463.65 0.000463 4.4 2676.2 589.1 0.21 Reach-1 37969 50-Year 13800.00 437.61 465.19 453.74 465.40 0.000376 4.0 3762.5 632.5 0.19 Reach-1 37969 100-Year 15600.00 437.61 465.90 454.69 466.12 0.000346 4.0 4228.1 683.7 0.18 Reach-1 37969 500-Year 36200.00 437.61 470.55 464.01 470.86 0.000317 4.5 8177.8 1064.5 0.18 Reach-1 38194 10-Year 10000.00 437.63 463.55 452.23 463.75 0.000417 4.0 2888.4 642.8 0.19 Reach-1 38194 50-Year 13800.00 437.63 465.30 454.55 465.48 0.000312 3.7 4087.0 706.1 0.17 Reach-1 38194 100-Year 15600.00 437.63 466.00 455.52 466.19 0.000285 3.6 4588.1 716.1 0.16 Reach-1 38194 500-Year 36200.00 437.63 470.64 463.98 470.92 0.000269 4.1 8506.9 1044.3 0.17 Reach-1 38381 10-Year 10000.00 440.95 463.68 450.94 463.82 0.000211 3.3 3728.0 739.0 0.14 Reach-1 38381 50-Year 13800.00 440.95 465.41 452.81 465.53 0.000178 3.2 5015.5 757.3 0.13 Reach-1 38381 100-Year 15600.00 440.95 466.10 453.62 466.23 0.000169 3.1 5547.7 766.0 0.13 Reach-1 38381 500-Year 36200.00 440.95 470.75 463.35 470.97 0.000182 3.7 9684.0 1099.0 0.14 Reach-1 38573 10-Year 10000.00 439.99 463.71 452.23 463.88 0.000317 3.5 3182.9 708.8 0.17 Reach-1 38573 50-Year 13800.00 439.99 465.43 454.38 465.58 0.000248 3.2 4458.9 775.6 0.15 Reach-1 38573 100-Year 15600.00 439.99 466.12 455.29 466.28 0.000227 3.1 5004.0 788.8 0.15 Reach-1 38573 500-Year 36200.00 439.99 470.76 463.81 471.02 0.000210 3.5 8968.6 928.6 0.15 Reach-1 38781 10-Year 10000.00 437.90 463.75 452.29 463.98 0.000545 4.3 2906.4 695.9 0.22 Reach-1 38781 50-Year 13800.00 437.90 465.46 454.53 465.66 0.000436 4.0 4172.6 772.2 0.20 Reach-1 38781 100-Year 15600.00 437.90 466.16 455.46 466.35 0.000398 3.9 4718.3 797.9 0.19 Reach-1 38781 500-Year 36200.00 437.90 470.78 464.43 471.09 0.000364 4.6 8563.9 861.1 0.19 Reach-1 38988 10-Year 10000.00 440.24 463.80 452.32 464.11 0.000507 4.7 2400.7 463.4 0.22 Reach-1 38988 50-Year 13800.00 440.24 465.47 454.34 465.79 0.000488 4.9 3502.7 733.0 0.22 Reach-1 38988 100-Year 15600.00 440.24 466.16 455.20 466.47 0.000471 4.9 4020.9 772.8 0.22 Reach-1 38988 500-Year 36200.00 440.24 470.76 465.00 471.22 0.000479 5.7 7909.4 866.8 0.23 Reach-1 39281 10-Year 10000.00 439.81 463.90 452.25 464.38 0.000791 5.7 2089.4 413.9 0.27 Reach-1 39281 50-Year 13800.00 439.81 465.54 454.47 466.11 0.000953 6.4 2844.0 616.8 0.29 Reach-1 39281 100-Year 15600.00 439.81 466.24 455.40 466.79 0.001114 6.5 3257.7 731.7 0.32 Reach-1 39281 500-Year 36200.00 439.81 470.93 466.68 471.44 0.000997 7.2 8133.9 1079.0 0.31 Reach-1 39436 10-Year 10000.00 443.54 464.07 454.58 464.51 0.000723 5.7 2391.0 470.9 0.26 Reach-1 39436 50-Year 13800.00 443.54 465.78 456.74 466.26 0.000751 6.3 3237.4 516.3 0.27 Reach-1 39436 100-Year 15600.00 443.54 466.46 457.66 466.96 0.000760 6.5 3639.9 648.4 0.27 Reach-1 39436 500-Year 36200.00 443.54 471.00 465.91 471.67 0.000947 8.5 7101.6 836.1 0.32 Reach-1 39490 10-Year 10000.00 442.00 464.31 453.52 464.60 0.000858 4.3 2376.7 331.7 0.24 Reach-1 39490 50-Year 13800.00 442.00 465.97 456.06 466.34 0.001014 5.0 2957.0 367.8 0.27 Reach-1 39490 100-Year 15600.00 442.00 466.61 457.02 467.03 0.001082 5.3 3200.1 381.9 0.28 Reach-1 39490 500-Year 36200.00 442.00 470.94 463.69 471.86 0.001740 8.0 5053.4 484.9 0.37 Reach-1 39540 10-Year 9900.00 442.00 464.15 455.76 464.87 0.001610 6.9 1665.9 473.0 0.34 Reach-1 39540 50-Year 13700.00 442.00 465.83 457.97 466.61 0.001638 7.5 2534.7 562.5 0.35 Reach-1 39540 100-Year 15400.00 442.00 466.50 458.83 467.27 0.001601 7.7 2924.8 598.4 0.35 Reach-1 39540 500-Year 36200.00 442.00 471.01 467.53 471.97 0.001810 9.7 5986.1 700.0 0.39 Reach-1 39940 10-Year 9900.00 442.00 464.77 455.78 465.45 0.001274 6.9 1844.0 501.6 0.30 Reach-1 39940 50-Year 13700.00 442.00 466.50 458.06 467.21 0.001311 7.5 2798.6 609.2 0.31 Reach-1 39940 100-Year 15400.00 442.00 467.17 458.99 467.87 0.001290 7.6 3209.6 617.0 0.31 Reach-1 39940 500-Year 36200.00 442.00 471.82 467.86 472.66 0.001528 9.6 6311.1 795.2 0.35 Reach-1 40650 10-Year 6600.00 440.00 465.83 452.23 466.12 0.000607 4.5 1924.7 589.2 0.20 Reach-1 40650 50-Year 9100.00 440.00 467.61 454.73 467.87 0.000565 4.7 3174.8 788.6 0.20 Reach-1 40650 100-Year 10200.00 440.00 468.26 455.66 468.51 0.000537 4.7 3704.7 829.1 0.19 Reach-1 40650 500-Year 36200.00 440.00 473.10 468.83 473.59 0.001084 7.8 8175.5 1035.5 0.29 Reach-1 48000 10-Year 5300.00 445.60 468.76 456.11 468.85 0.000269 3.0 3419.1 1292.5 0.14 Reach-1 48000 50-Year 8000.00 445.60 470.18 459.15 470.26 0.000263 3.1 5438.7 1489.7 0.14 Reach-1 48000 100-Year 9800.00 445.60 470.77 460.64 470.85 0.000285 3.3 6325.6 1545.9 0.14 HEC-RAS Plan: Prop_FEMA MP River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 48000 500-Year 36200.00 445.60 476.45 470.03 476.57 0.000336 4.4 15753.0 1778.8 0.16 Reach-1 51350 10-Year 4000.00 446.50 469.54 453.31 469.61 0.000178 2.2 2125.1 667.1 0.11 Reach-1 51350 50-Year 7000.00 446.50 471.35 455.82 471.42 0.000451 2.4 4065.6 1384.5 0.16 Reach-1 51350 100-Year 9400.00 446.50 472.03 457.46 472.11 0.000484 2.6 5033.2 1441.3 0.17 Reach-1 51350 500-Year 36200.00 446.50 477.64 471.58 477.72 0.000316 3.1 17227.0 2462.7 0.15 Reach-1 53350 10-Year 4000.00 448.00 469.82 455.29 469.88 0.000105 2.1 2371.4 333.3 0.09 Reach-1 53350 50-Year 7000.00 448.00 471.83 457.59 471.92 0.000169 2.8 4024.5 1397.6 0.12 Reach-1 53350 100-Year 9400.00 448.00 472.59 459.18 472.71 0.000215 3.3 5358.9 2213.5 0.13 Reach-1 53350 500-Year 36200.00 448.00 478.04 472.60 478.10 0.000149 3.3 26204.4 4234.3 0.12 Reach-1 55590 10-Year 4000.00 452.40 470.17 460.05 470.41 0.000655 3.9 1013.2 88.9 0.21 Reach-1 55590 50-Year 7000.00 452.40 472.34 462.81 472.77 0.001008 5.4 1915.7 1170.5 0.26 Reach-1 55590 100-Year 9400.00 452.40 473.26 464.59 473.68 0.001057 5.8 3112.9 1415.9 0.27 Reach-1 55590 500-Year 36200.00 452.40 478.52 475.30 478.74 0.000762 6.1 13346.6 2314.0 0.24 Reach-1 56940 10-Year 4000.00 449.00 470.91 458.39 471.09 0.000402 3.5 1305.7 170.4 0.17 Reach-1 56940 50-Year 7000.00 449.00 473.52 461.43 473.79 0.000584 4.6 2252.9 878.3 0.20 Reach-1 56940 100-Year 9400.00 449.00 474.51 463.46 474.80 0.000667 5.1 3396.7 1469.3 0.22 Reach-1 56940 500-Year 36200.00 449.00 479.38 476.11 479.54 0.000517 5.3 15006.0 2587.6 0.20 HEC-RAS Plan: RevEx_FEMA FW River: RIVER-1 Reach: Reach-1 Reach River Sta Profile W.S. Elev Prof Delta WS E.G. Elev Top Width Q Left Q Channel Q Right Enc Sta L Ch Sta L Ch Sta R Enc Sta R (ft)(ft)(ft)(ft)(cfs)(cfs)(cfs)(ft)(ft)(ft)(ft) Reach-1 25530 100-Year 453.52 454.25 235.67 20600.00 2495.20 2742.67 Reach-1 25530 100-Year FW 454.11 0.59 454.78 240.13 20600.00 2494.00 2495.20 2742.67 2743.00 Reach-1 25770 100-Year 453.97 454.44 272.69 20600.00 2495.20 2780.00 Reach-1 25770 100-Year FW 454.51 0.54 454.95 276.63 20600.00 2495.00 2495.20 2780.00 2780.00 Reach-1 26830 100-Year 454.69 455.09 1199.31 18283.48 3016.52 2619.58 3100.00 Reach-1 26830 100-Year FW 455.08 0.39 455.64 438.78 21020.02 279.98 2619.58 2619.58 3100.00 3200.00 Reach-1 26880 100-Year 454.73 455.19 1176.84 20749.39 550.61 1012.00 1585.00 Reach-1 26880 100-Year FW 455.38 0.64 455.73 1313.48 19816.44 1483.56 1012.00 1012.00 1585.00 2668.71 Reach-1 27165 100-Year 455.28 455.39 1419.85 6965.46 14334.54 985.00 1308.00 Reach-1 27165 100-Year FW 455.80 0.52 455.89 1428.82 6509.42 14790.58 985.00 985.00 1308.00 2610.10 Reach-1 27449 100-Year 455.39 455.47 1555.66 6419.42 14880.58 1014.00 1534.00 Reach-1 27449 100-Year FW 455.89 0.50 455.95 1603.16 5824.66 15475.34 1014.00 1014.00 1534.00 2736.39 Reach-1 27748 100-Year 455.46 455.53 1447.43 6706.69 14593.30 1071.00 1606.00 Reach-1 27748 100-Year FW 455.95 0.49 456.00 1464.74 6312.80 14987.20 1071.00 1071.00 1606.00 2767.54 Reach-1 27992 100-Year 455.52 455.59 1345.58 8426.28 12873.72 1041.00 1543.00 Reach-1 27992 100-Year FW 455.99 0.48 456.06 1356.82 8052.04 13247.96 1041.00 1041.00 1543.00 2589.88 Reach-1 28168 100-Year 455.57 455.63 1315.15 5893.23 15406.77 1021.00 1419.00 Reach-1 28168 100-Year FW 456.03 0.47 456.09 1333.02 5613.68 15686.32 1021.00 1021.00 1419.00 2470.91 Reach-1 28492 100-Year 455.61 455.68 1221.75 6072.76 15227.24 1215.00 1605.00 Reach-1 28492 100-Year FW 456.07 0.46 456.13 1238.96 5796.74 15503.26 1215.00 1215.00 1605.00 2578.64 Reach-1 28720 100-Year 455.65 455.74 1097.10 7311.67 13988.33 1280.00 1689.00 Reach-1 28720 100-Year FW 456.11 0.46 456.19 1108.80 7044.44 14255.56 1280.00 1280.00 1689.00 2516.67 Reach-1 28890 100-Year 455.68 455.82 1078.60 9318.20 11981.80 1289.00 1696.00 Reach-1 28890 100-Year FW 456.13 0.45 456.25 1091.66 8841.01 12458.99 1289.00 1289.00 1696.00 2526.00 Reach-1 29124 100-Year 455.74 456.06 985.50 16484.94 4815.06 1264.00 1620.00 Reach-1 29124 100-Year FW 456.19 0.45 456.46 993.65 15732.74 5567.26 1264.00 1264.00 1620.00 2359.22 Reach-1 29651 100-Year 456.27 456.42 1022.10 11716.66 9583.34 1168.00 1615.00 Reach-1 29651 100-Year FW 456.62 0.36 456.76 1047.34 11377.59 9922.41 1168.00 1168.00 1615.00 2590.89 Reach-1 29831 100-Year 456.36 456.50 858.42 9984.44 11315.56 1147.00 1570.00 Reach-1 29831 100-Year FW 456.70 0.34 456.83 867.63 9791.72 11508.28 1147.00 1147.00 1570.00 2421.32 Reach-1 30027 100-Year 456.40 456.69 682.58 13523.32 7776.68 1128.00 1525.00 Reach-1 30027 100-Year FW 456.74 0.34 457.00 700.68 13205.58 8094.42 1128.00 1128.00 1525.00 2140.64 Reach-1 30384 100-Year 456.77 457.34 430.35 17092.23 4207.77 1045.00 1447.00 Reach-1 30384 100-Year FW 457.07 0.30 457.60 442.02 17010.47 4289.53 1045.00 1045.00 1447.00 1994.78 Reach-1 30604 100-Year 457.44 457.82 827.03 14964.81 6335.19 1014.00 1350.00 Reach-1 30604 100-Year FW 457.69 0.25 458.04 834.37 14755.51 6544.49 1014.00 1014.00 1350.00 2149.69 Reach-1 30958 100-Year 457.94 458.06 1142.51 3537.64 17762.36 1048.00 1285.00 Reach-1 30958 100-Year FW 458.15 0.21 458.26 1146.63 3471.23 17828.77 1048.00 1048.00 1285.00 2300.64 Reach-1 31335 100-Year 457.85 458.50 1022.59 11103.58 10196.42 1037.00 1204.00 Reach-1 31335 100-Year FW 458.09 0.24 458.65 1059.11 10606.36 10693.64 1037.00 1037.00 1204.00 2171.32 Reach-1 32150 100-Year 457.93 459.66 380.46 20406.50 893.49 3400.00 3525.00 Reach-1 32150 100-Year FW 458.13 0.20 459.79 329.27 20334.69 965.31 3040.00 3400.00 3525.00 4400.00 Reach-1 32200 100-Year 457.72 460.37 166.12 19800.23 1499.77 3390.50 3539.50 Reach-1 32200 100-Year FW 457.93 0.21 460.48 168.19 19764.76 1535.24 3050.00 3390.50 3539.50 4440.00 Reach-1 32215 BR D 100-Year 457.72 460.37 166.13 19800.18 1499.82 3390.50 3539.50 Reach-1 32215 BR D 100-Year FW 457.93 0.21 460.48 168.19 19764.73 1535.27 3050.00 3390.50 3539.50 4440.00 Reach-1 32215 BR U 100-Year 457.89 460.46 167.84 19770.58 1529.42 3390.50 3539.50 Reach-1 32215 BR U 100-Year FW 458.08 0.19 460.56 169.75 19730.53 1569.47 3050.00 3390.50 3539.50 4440.00 Reach-1 32230 100-Year 457.90 460.46 167.86 19770.30 1529.70 3390.50 3539.50 Reach-1 32230 100-Year FW 458.09 0.19 460.56 169.77 19730.25 1569.75 3050.00 3390.50 3539.50 4440.00 Reach-1 32250 100-Year 460.30 460.68 1261.48 115.99 11917.86 2866.14 3400.00 3525.00 Reach-1 32250 100-Year FW 460.35 0.05 460.76 998.98 129.29 12334.42 2436.29 3040.00 3400.00 3525.00 4400.00 Reach-1 32305 100-Year 460.14 460.85 501.99 11158.19 3741.81 2110.00 2325.00 Reach-1 32305 100-Year FW 460.16 0.02 460.95 473.50 11687.15 3212.85 1825.00 2110.00 2325.00 3316.00 Reach-1 32725 100-Year 461.24 461.34 2160.04 5099.99 6439.27 3360.74 1940.00 2150.00 Reach-1 32725 100-Year FW 461.38 0.14 461.51 1619.88 4470.44 7052.10 3377.46 1634.00 1940.00 2150.00 3632.00 Reach-1 33145 100-Year 461.44 461.67 1983.00 57.90 14842.10 1390.00 1960.00 Reach-1 33145 100-Year FW 461.62 0.18 461.84 427.77 14900.00 1390.00 1390.00 1960.00 1960.00 HEC-RAS Plan: RevEx_FEMA FW River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile W.S. Elev Prof Delta WS E.G. Elev Top Width Q Left Q Channel Q Right Enc Sta L Ch Sta L Ch Sta R Enc Sta R (ft)(ft)(ft)(ft)(cfs)(cfs)(cfs)(ft)(ft)(ft)(ft) Reach-1 33470 100-Year 461.74 462.08 1473.57 376.09 14523.91 1135.00 1603.00 Reach-1 33470 100-Year FW 461.91 0.17 462.25 403.02 14900.00 1135.00 1135.00 1603.00 1603.00 Reach-1 34260 100-Year 462.59 462.75 863.91 1.92 14898.08 868.00 1520.00 Reach-1 34260 100-Year FW 462.76 0.17 462.91 597.61 14900.00 868.00 868.00 1520.00 1480.00 Reach-1 34850 100-Year 462.61 463.72 665.87 14900.00 1310.00 1533.00 Reach-1 34850 100-Year FW 462.77 0.16 463.84 690.01 14900.00 660.00 1310.00 1533.00 1500.00 Reach-1 34950 100-Year 463.44 464.07 558.30 1464.72 13428.73 6.55 -133.00 44.00 Reach-1 34950 100-Year FW 463.59 0.15 464.18 557.71 1671.31 13219.85 8.84 -555.00 -133.00 44.00 63.00 Reach-1 35253 100-Year 463.90 464.59 437.91 280.73 14619.27 -144.00 116.00 Reach-1 35253 100-Year FW 464.02 0.12 464.68 690.83 307.93 14592.07 -575.54 -144.00 116.00 115.29 Reach-1 35614 100-Year 464.69 465.05 1543.96 1241.77 12809.72 848.51 -95.21 71.00 Reach-1 35614 100-Year FW 464.70 0.01 465.14 676.00 426.57 13588.54 884.90 -479.00 -95.21 71.00 197.00 Reach-1 35838 100-Year 464.90 465.19 1524.64 1558.32 12859.87 481.81 -107.01 74.00 Reach-1 35838 100-Year FW 464.94 0.03 465.29 560.00 656.90 13828.66 414.45 -393.00 -107.01 74.00 167.00 Reach-1 36034 100-Year 465.04 465.27 1518.23 1544.85 12571.77 783.38 -60.28 122.00 Reach-1 36034 100-Year FW 465.11 0.07 465.38 554.00 876.26 13241.59 782.16 -333.00 -60.28 122.00 221.00 Reach-1 36228 100-Year 465.09 465.37 1519.73 1968.81 9152.61 3778.58 -97.55 82.00 Reach-1 36228 100-Year FW 465.09 0.00 465.54 598.51 200.43 10763.28 3936.28 -256.00 -97.55 82.00 373.00 Reach-1 36248 100-Year 465.10 465.38 1500.37 2163.25 8967.15 3769.60 -84.45 70.00 Reach-1 36248 100-Year FW 465.10 0.00 465.56 597.69 270.00 10675.61 3954.40 -252.00 -84.45 70.00 387.00 Reach-1 36465 100-Year 465.32 465.48 1416.84 1363.80 11088.71 3147.49 -178.99 56.00 Reach-1 36465 100-Year FW 465.51 0.19 465.70 815.83 697.78 11845.68 3056.53 -405.00 -178.99 56.00 445.00 Reach-1 36542 100-Year 465.33 465.53 1532.29 1240.81 10463.42 3895.77 -164.62 44.00 Reach-1 36542 100-Year FW 465.52 0.19 465.74 966.00 930.55 11037.44 3632.02 -450.00 -164.62 44.00 516.00 Reach-1 36837 100-Year 465.50 465.63 1558.40 717.52 10649.76 4232.72 -100.45 209.00 Reach-1 36837 100-Year FW 465.72 0.22 465.85 1168.00 718.38 10962.91 3918.71 -378.00 -100.45 209.00 790.00 Reach-1 36990 100-Year 465.52 465.70 1468.18 747.45 10770.58 4081.96 -62.58 199.00 Reach-1 36990 100-Year FW 465.74 0.22 465.91 1188.00 747.66 10724.49 4127.85 -293.00 -62.58 199.00 895.00 Reach-1 37201 100-Year 465.61 465.79 1163.54 1018.29 10904.81 3676.90 -41.04 233.00 Reach-1 37201 100-Year FW 465.83 0.22 466.00 1131.07 1019.16 10750.61 3830.24 -259.00 -41.04 233.00 929.00 Reach-1 37350 100-Year 465.62 465.89 1182.71 379.83 10369.45 4850.72 -50.27 95.00 Reach-1 37350 100-Year FW 465.84 0.22 466.09 1119.00 366.92 10147.88 5085.20 -218.00 -50.27 95.00 901.00 Reach-1 37539 100-Year 465.66 466.00 1303.18 866.47 10468.44 4265.09 -62.63 33.00 Reach-1 37539 100-Year FW 465.85 0.19 466.20 1009.00 513.57 10549.77 4536.66 -210.00 -62.63 33.00 799.00 Reach-1 37702 100-Year 465.80 466.09 1334.72 1377.66 10012.50 4209.84 -139.14 30.02 Reach-1 37702 100-Year FW 465.95 0.15 466.28 995.00 515.58 10627.16 4457.26 -315.00 -139.14 30.02 680.00 Reach-1 37727 100-Year 465.85 466.11 1336.12 1511.51 9765.03 4323.46 -162.03 30.02 Reach-1 37727 100-Year FW 465.97 0.12 466.31 978.00 422.59 10723.39 4454.02 -331.00 -162.03 30.02 647.00 Reach-1 37787 100-Year 465.81 466.19 1279.50 2592.64 10985.84 2021.51 -55.91 47.00 Reach-1 37787 100-Year FW 465.91 0.09 466.42 900.00 1195.37 12237.58 2167.05 -333.00 -55.91 47.00 567.00 Reach-1 37969 100-Year 466.03 466.30 879.98 1533.16 9216.47 4850.36 -79.74 56.00 Reach-1 37969 100-Year FW 466.18 0.15 466.56 521.85 385.46 10597.52 4617.02 -357.00 -79.74 56.00 226.00 Reach-1 38194 100-Year 466.19 466.39 914.35 1815.47 7702.17 6082.36 -60.55 75.00 Reach-1 38194 100-Year FW 466.37 0.18 466.68 559.79 633.22 9441.87 5524.91 -322.00 -60.55 75.00 306.00 Reach-1 38381 100-Year 466.30 466.44 892.01 1413.96 7826.49 6359.55 -65.26 67.00 Reach-1 38381 100-Year FW 466.56 0.26 466.75 623.72 589.52 8866.97 6143.52 -312.00 -65.26 67.00 362.00 Reach-1 38573 100-Year 466.31 466.49 879.05 1407.78 6941.14 7251.08 -93.00 73.00 Reach-1 38573 100-Year FW 466.58 0.26 466.82 604.44 546.62 8132.65 6920.73 -300.00 -93.00 73.00 357.00 Reach-1 38781 100-Year 466.33 466.59 980.33 1694.72 9767.82 4137.45 -45.45 75.00 Reach-1 38781 100-Year FW 466.53 0.20 466.98 615.37 895.82 12149.48 2554.70 -311.00 -45.45 75.00 306.00 Reach-1 38988 100-Year 466.31 466.76 897.59 1593.42 13151.36 855.22 -76.37 74.00 Reach-1 38988 100-Year FW 466.62 0.31 467.15 513.73 614.65 14169.92 815.44 -314.00 -76.37 74.00 289.00 Reach-1 39281 100-Year 466.46 467.09 735.52 875.36 13365.02 1359.62 -63.78 72.00 Reach-1 39281 100-Year FW 466.72 0.26 467.62 368.77 199.95 15295.70 104.35 -203.00 -63.78 72.00 336.00 Reach-1 39436 100-Year 466.83 467.27 672.62 729.29 10786.45 4084.26 -48.68 49.00 Reach-1 39436 100-Year FW 467.47 0.64 467.89 430.00 903.01 10860.63 3836.36 -161.00 -48.68 49.00 269.00 Reach-1 39490 100-Year 466.97 467.33 409.55 903.23 14696.77 4030.00 4310.00 Reach-1 39490 100-Year FW 467.64 0.67 467.96 414.58 1014.49 14585.50 3887.80 4030.00 4310.00 4447.80 HEC-RAS Plan: RevEx_FEMA FW River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile W.S. Elev Prof Delta WS E.G. Elev Top Width Q Left Q Channel Q Right Enc Sta L Ch Sta L Ch Sta R Enc Sta R (ft)(ft)(ft)(ft)(cfs)(cfs)(cfs)(ft)(ft)(ft)(ft) Reach-1 39540 100-Year 466.87 467.54 618.00 796.22 12408.16 2195.62 4040.00 4150.00 Reach-1 39540 100-Year FW 467.44 0.58 468.26 424.81 161.44 13570.80 1667.76 3989.26 4040.00 4150.00 4465.40 Reach-1 39940 100-Year 467.44 468.07 620.14 1874.77 11122.04 2403.19 1420.00 1500.00 Reach-1 39940 100-Year FW 468.12 0.68 468.82 400.00 1553.04 11797.68 2049.28 1280.00 1420.00 1500.00 1680.00 Reach-1 40650 100-Year 468.43 468.66 835.29 1331.04 6912.91 1956.05 4730.00 4815.00 Reach-1 40650 100-Year FW 469.16 0.73 469.40 499.00 1095.28 7259.77 1844.95 4546.90 4730.00 4815.00 5045.90 Reach-1 48000 100-Year 470.81 470.89 1549.86 3550.76 4171.02 2078.21 2370.00 2445.00 Reach-1 48000 100-Year FW 471.39 0.58 471.46 1300.00 3598.21 4130.84 2070.95 1739.00 2370.00 2445.00 3039.00 Reach-1 51350 100-Year 472.05 472.13 1442.81 2878.77 6516.61 4.62 4160.00 4515.00 Reach-1 51350 100-Year FW 472.62 0.57 472.77 600.00 715.67 8684.33 3915.00 4160.00 4515.00 4515.00 Reach-1 53350 100-Year 472.60 472.72 2230.69 3215.92 6117.26 66.82 5570.00 5670.00 Reach-1 53350 100-Year FW 473.37 0.77 473.53 903.13 2507.19 6892.81 4470.00 5570.00 5670.00 5670.00 Reach-1 55590 100-Year 473.27 473.69 1417.76 1898.94 7479.14 21.92 4250.00 4340.00 Reach-1 55590 100-Year FW 474.15 0.88 474.65 598.75 1134.61 8265.39 3590.00 4250.00 4340.00 4340.00 Reach-1 56940 100-Year 474.51 474.80 1474.92 2741.58 6630.73 27.69 4335.00 4415.00 Reach-1 56940 100-Year FW 475.44 0.93 475.74 638.58 2417.48 6982.52 3665.00 4335.00 4415.00 4415.00 HEC-RAS Plan: Prop_FEMA FW River: RIVER-1 Reach: Reach-1 Reach River Sta Profile W.S. Elev Prof Delta WS E.G. Elev Top Width Q Left Q Channel Q Right Enc Sta L Ch Sta L Ch Sta R Enc Sta R (ft)(ft)(ft)(ft)(cfs)(cfs)(cfs)(ft)(ft)(ft)(ft) Reach-1 25530 100-Year 453.52 454.25 235.67 20600.00 2495.20 2742.67 Reach-1 25530 100-Year FW 454.11 0.59 454.78 240.13 20600.00 2494.00 2495.20 2742.67 2743.00 Reach-1 25770 100-Year 453.97 454.44 272.69 20600.00 2495.20 2780.00 Reach-1 25770 100-Year FW 454.51 0.54 454.95 276.63 20600.00 2495.00 2495.20 2780.00 2780.00 Reach-1 26830 100-Year 454.69 455.09 1199.31 18283.48 3016.52 2619.58 3100.00 Reach-1 26830 100-Year FW 455.08 0.39 455.64 438.78 21020.02 279.98 2619.58 2619.58 3100.00 3200.00 Reach-1 26880 100-Year 454.73 455.19 1176.84 20749.39 550.61 1012.00 1585.00 Reach-1 26880 100-Year FW 455.38 0.64 455.73 1313.48 19816.44 1483.56 1012.00 1012.00 1585.00 2668.71 Reach-1 27165 100-Year 455.28 455.39 1419.85 6965.46 14334.54 985.00 1308.00 Reach-1 27165 100-Year FW 455.80 0.52 455.89 1428.82 6509.42 14790.58 985.00 985.00 1308.00 2610.10 Reach-1 27449 100-Year 455.39 455.47 1555.66 6419.42 14880.58 1014.00 1534.00 Reach-1 27449 100-Year FW 455.89 0.50 455.95 1603.16 5824.66 15475.34 1014.00 1014.00 1534.00 2736.39 Reach-1 27748 100-Year 455.46 455.53 1447.43 6706.69 14593.30 1071.00 1606.00 Reach-1 27748 100-Year FW 455.95 0.49 456.00 1464.74 6312.80 14987.20 1071.00 1071.00 1606.00 2767.54 Reach-1 27992 100-Year 455.52 455.59 1345.58 8426.28 12873.72 1041.00 1543.00 Reach-1 27992 100-Year FW 455.99 0.48 456.06 1356.82 8052.04 13247.96 1041.00 1041.00 1543.00 2589.88 Reach-1 28168 100-Year 455.57 455.63 1315.15 5893.23 15406.77 1021.00 1419.00 Reach-1 28168 100-Year FW 456.03 0.47 456.09 1333.02 5613.68 15686.32 1021.00 1021.00 1419.00 2470.91 Reach-1 28492 100-Year 455.61 455.68 1221.75 6072.76 15227.24 1215.00 1605.00 Reach-1 28492 100-Year FW 456.07 0.46 456.13 1238.96 5796.74 15503.26 1215.00 1215.00 1605.00 2578.64 Reach-1 28720 100-Year 455.65 455.74 1097.10 7311.67 13988.33 1280.00 1689.00 Reach-1 28720 100-Year FW 456.11 0.46 456.19 1108.80 7044.44 14255.56 1280.00 1280.00 1689.00 2516.67 Reach-1 28890 100-Year 455.68 455.82 1078.60 9318.20 11981.80 1289.00 1696.00 Reach-1 28890 100-Year FW 456.13 0.45 456.25 1091.66 8841.01 12458.99 1289.00 1289.00 1696.00 2526.00 Reach-1 29124 100-Year 455.74 456.06 985.50 16484.94 4815.06 1264.00 1620.00 Reach-1 29124 100-Year FW 456.19 0.45 456.46 993.65 15732.74 5567.26 1264.00 1264.00 1620.00 2359.22 Reach-1 29651 100-Year 456.27 456.42 1022.10 11716.66 9583.34 1168.00 1615.00 Reach-1 29651 100-Year FW 456.62 0.36 456.76 1047.34 11377.59 9922.41 1168.00 1168.00 1615.00 2590.89 Reach-1 29831 100-Year 456.36 456.50 858.42 9984.44 11315.56 1147.00 1570.00 Reach-1 29831 100-Year FW 456.70 0.34 456.83 867.63 9791.72 11508.28 1147.00 1147.00 1570.00 2421.32 Reach-1 30027 100-Year 456.40 456.69 682.58 13523.32 7776.68 1128.00 1525.00 Reach-1 30027 100-Year FW 456.74 0.34 457.00 700.68 13205.58 8094.42 1128.00 1128.00 1525.00 2140.64 Reach-1 30384 100-Year 456.77 457.34 430.35 17092.23 4207.77 1045.00 1447.00 Reach-1 30384 100-Year FW 457.07 0.30 457.60 442.02 17010.47 4289.53 1045.00 1045.00 1447.00 1994.78 Reach-1 30604 100-Year 457.44 457.82 827.03 14964.81 6335.19 1014.00 1350.00 Reach-1 30604 100-Year FW 457.69 0.25 458.04 834.37 14755.51 6544.49 1014.00 1014.00 1350.00 2149.69 Reach-1 30958 100-Year 457.94 458.06 1142.51 3537.64 17762.36 1048.00 1285.00 Reach-1 30958 100-Year FW 458.15 0.21 458.26 1146.63 3471.23 17828.77 1048.00 1048.00 1285.00 2300.64 Reach-1 31335 100-Year 457.85 458.50 1022.59 11103.58 10196.42 1037.00 1204.00 Reach-1 31335 100-Year FW 458.09 0.24 458.65 1059.11 10606.36 10693.64 1037.00 1037.00 1204.00 2171.32 Reach-1 32150 100-Year 457.93 459.66 380.46 20406.50 893.49 3400.00 3525.00 Reach-1 32150 100-Year FW 458.13 0.20 459.79 329.27 20334.69 965.31 3040.00 3400.00 3525.00 4400.00 Reach-1 32200 100-Year 457.72 460.37 166.12 19800.23 1499.77 3390.50 3539.50 Reach-1 32200 100-Year FW 457.93 0.21 460.48 168.19 19764.76 1535.24 3050.00 3390.50 3539.50 4440.00 Reach-1 32215 BR D 100-Year 457.72 460.37 166.13 19800.18 1499.82 3390.50 3539.50 Reach-1 32215 BR D 100-Year FW 457.93 0.21 460.48 168.19 19764.73 1535.27 3050.00 3390.50 3539.50 4440.00 Reach-1 32215 BR U 100-Year 457.89 460.46 167.84 19770.58 1529.42 3390.50 3539.50 Reach-1 32215 BR U 100-Year FW 458.08 0.19 460.56 169.75 19730.53 1569.47 3050.00 3390.50 3539.50 4440.00 Reach-1 32230 100-Year 457.90 460.46 167.86 19770.30 1529.70 3390.50 3539.50 Reach-1 32230 100-Year FW 458.09 0.19 460.56 169.77 19730.25 1569.75 3050.00 3390.50 3539.50 4440.00 Reach-1 32250 100-Year 460.30 460.68 1261.48 115.99 11917.86 2866.14 3400.00 3525.00 Reach-1 32250 100-Year FW 460.35 0.05 460.76 998.98 129.29 12334.42 2436.29 3040.00 3400.00 3525.00 4400.00 Reach-1 32305 100-Year 460.14 460.85 501.99 11158.19 3741.81 2110.00 2325.00 Reach-1 32305 100-Year FW 460.16 0.02 460.95 473.50 11687.15 3212.85 1825.00 2110.00 2325.00 3316.00 Reach-1 32725 100-Year 461.24 461.34 2160.04 5099.99 6439.27 3360.74 1940.00 2150.00 Reach-1 32725 100-Year FW 461.38 0.14 461.51 1619.88 4470.44 7052.10 3377.46 1634.00 1940.00 2150.00 3632.00 Reach-1 33145 100-Year 461.44 461.67 1983.00 57.90 14842.10 1390.00 1960.00 Reach-1 33145 100-Year FW 461.62 0.18 461.84 427.77 14900.00 1390.00 1390.00 1960.00 1960.00 HEC-RAS Plan: Prop_FEMA FW River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile W.S. Elev Prof Delta WS E.G. Elev Top Width Q Left Q Channel Q Right Enc Sta L Ch Sta L Ch Sta R Enc Sta R (ft)(ft)(ft)(ft)(cfs)(cfs)(cfs)(ft)(ft)(ft)(ft) Reach-1 33470 100-Year 461.74 462.08 1473.57 376.09 14523.91 1135.00 1603.00 Reach-1 33470 100-Year FW 461.91 0.17 462.25 403.02 14900.00 1135.00 1135.00 1603.00 1603.00 Reach-1 34260 100-Year 462.59 462.75 863.91 1.92 14898.08 868.00 1520.00 Reach-1 34260 100-Year FW 462.76 0.17 462.91 597.61 14900.00 868.00 868.00 1520.00 1480.00 Reach-1 34850 100-Year 462.61 463.72 665.87 14900.00 1310.00 1533.00 Reach-1 34850 100-Year FW 462.77 0.16 463.84 690.01 14900.00 660.00 1310.00 1533.00 1500.00 Reach-1 34950 100-Year 463.44 464.07 558.30 1464.72 13428.73 6.55 -133.00 44.00 Reach-1 34950 100-Year FW 463.59 0.15 464.18 556.00 1671.79 13219.37 8.84 -493.00 -133.00 44.00 63.00 Reach-1 35253 100-Year 463.90 464.59 437.91 280.73 14619.27 -144.00 116.00 Reach-1 35253 100-Year FW 464.02 0.12 464.68 690.83 307.93 14592.07 -575.54 -144.00 116.00 115.29 Reach-1 35614 100-Year 464.68 465.05 890.80 1246.50 12810.31 843.19 -93.52 71.00 Reach-1 35614 100-Year FW 464.72 0.04 465.13 676.00 685.05 13347.41 867.54 -479.00 -93.52 71.00 197.00 Reach-1 35838 100-Year 464.85 465.18 725.53 1038.68 13375.97 485.35 -107.01 74.00 Reach-1 35838 100-Year FW 464.94 0.08 465.28 560.00 836.50 13654.18 409.32 -393.00 -107.01 74.00 167.00 Reach-1 36034 100-Year 465.01 465.26 725.00 1189.18 12913.81 797.01 -60.90 122.00 Reach-1 36034 100-Year FW 465.10 0.09 465.36 575.00 1047.20 13081.59 771.22 -354.00 -60.90 122.00 221.00 Reach-1 36228 100-Year 465.08 465.35 719.98 3045.51 8502.02 3352.48 -50.93 82.00 Reach-1 36228 100-Year FW 465.14 0.06 465.47 582.83 2487.35 9132.90 3279.75 -240.00 -50.93 82.00 373.00 Reach-1 36238 BR D 100-Year 465.13 465.36 720.65 4083.39 6270.81 4545.81 -50.93 82.00 Reach-1 36238 BR D 100-Year FW 465.18 0.05 465.48 583.07 3418.67 6932.03 4549.30 -240.00 -50.93 82.00 373.00 Reach-1 36238 BR U 100-Year 465.12 465.37 695.48 3832.45 6281.26 4786.30 -49.46 70.00 Reach-1 36238 BR U 100-Year FW 465.17 0.06 465.49 572.21 3309.50 6861.82 4728.69 -226.00 -49.46 70.00 387.00 Reach-1 36248 100-Year 465.10 465.39 695.19 2826.44 8559.10 3514.46 -49.46 70.00 Reach-1 36248 100-Year FW 465.16 0.06 465.50 572.13 2386.12 9114.91 3398.96 -226.00 -49.46 70.00 387.00 Reach-1 36465 100-Year 465.32 465.45 797.64 5633.55 7903.27 2063.19 -88.11 56.00 Reach-1 36465 100-Year FW 465.44 0.11 465.58 699.09 5428.30 8257.38 1914.32 -289.00 -88.11 56.00 445.00 Reach-1 36542 100-Year 465.33 465.47 936.78 6214.28 6933.27 2452.45 -109.92 44.00 Reach-1 36542 100-Year FW 465.43 0.11 465.60 826.00 6120.13 7270.77 2209.10 -310.00 -109.92 44.00 516.00 Reach-1 36837 100-Year 465.41 465.52 1133.24 5222.00 7547.26 2830.74 -56.11 209.00 Reach-1 36837 100-Year FW 465.54 0.12 465.65 1037.00 5140.29 7875.45 2584.26 -247.00 -56.11 209.00 790.00 Reach-1 36990 100-Year 465.43 465.55 1239.19 6658.47 6607.52 2334.02 -45.03 199.00 Reach-1 36990 100-Year FW 465.55 0.13 465.68 1174.00 6543.26 6723.32 2333.42 -279.00 -45.03 199.00 895.00 Reach-1 37201 100-Year 465.43 465.63 1153.23 1004.90 11100.93 3494.17 -41.04 233.00 Reach-1 37201 100-Year FW 465.57 0.14 465.76 1118.79 1002.97 11023.23 3573.80 -259.00 -41.04 233.00 929.00 Reach-1 37350 100-Year 465.45 465.74 1167.61 356.33 10583.99 4659.67 -50.27 95.00 Reach-1 37350 100-Year FW 465.58 0.14 465.86 1119.00 339.68 10446.87 4813.46 -218.00 -50.27 95.00 901.00 Reach-1 37539 100-Year 465.50 465.85 1084.03 1388.67 10292.16 3919.18 -56.79 33.00 Reach-1 37539 100-Year FW 465.62 0.12 465.97 1005.00 1202.18 10338.13 4059.70 -206.00 -56.79 33.00 799.00 Reach-1 37702 100-Year 465.57 465.92 1075.52 2069.03 10114.60 3416.36 -84.40 30.02 Reach-1 37702 100-Year FW 465.69 0.11 466.04 990.00 1895.75 10256.81 3447.44 -310.00 -84.40 30.02 680.00 Reach-1 37718 BR D 100-Year 465.57 465.92 969.31 2879.78 5798.55 6899.59 -84.40 30.02 Reach-1 37718 BR D 100-Year FW 465.69 0.11 466.04 883.79 2696.28 5940.85 6889.19 -310.00 -84.40 30.02 680.00 Reach-1 37718 BR U 100-Year 465.67 465.96 958.30 2879.78 5798.68 6899.46 -120.59 30.02 Reach-1 37718 BR U 100-Year FW 465.78 0.11 466.09 865.79 2696.28 5940.99 6889.05 -325.00 -120.59 30.02 647.00 Reach-1 37727 100-Year 465.67 465.96 1064.51 2109.11 9829.58 3661.31 -120.59 30.02 Reach-1 37727 100-Year FW 465.78 0.11 466.09 972.00 1960.96 10103.08 3535.96 -325.00 -120.59 30.02 647.00 Reach-1 37787 100-Year 465.67 466.02 993.40 3601.63 10190.51 1807.86 -56.96 47.00 Reach-1 37787 100-Year FW 465.78 0.11 466.15 900.00 3458.64 10353.80 1787.57 -333.00 -56.96 47.00 567.00 Reach-1 37969 100-Year 465.90 466.12 683.68 3343.08 8096.50 4160.41 -79.74 56.00 Reach-1 37969 100-Year FW 466.00 0.10 466.24 584.25 3287.65 8657.24 3655.11 -366.00 -79.74 56.00 226.00 Reach-1 38194 100-Year 466.00 466.19 716.14 3070.65 7103.99 5425.36 -60.55 75.00 Reach-1 38194 100-Year FW 466.09 0.09 466.33 569.73 2846.66 8185.37 4567.97 -322.00 -60.55 75.00 306.00 Reach-1 38381 100-Year 466.10 466.23 766.01 2560.51 7312.64 5726.85 -65.26 67.00 Reach-1 38381 100-Year FW 466.23 0.13 466.39 633.82 2266.91 8065.00 5268.10 -312.00 -65.26 67.00 362.00 Reach-1 38573 100-Year 466.12 466.28 788.81 2855.42 6346.02 6398.56 -80.24 73.00 Reach-1 38573 100-Year FW 466.25 0.13 466.44 647.58 2742.40 7125.67 5731.94 -300.00 -80.24 73.00 357.00 Reach-1 38781 100-Year 466.16 466.35 797.95 3591.54 8325.11 3683.35 -86.63 75.00 Reach-1 38781 100-Year FW 466.27 0.11 466.54 609.54 3932.70 9614.81 2052.49 -311.00 -86.63 75.00 306.00 HEC-RAS Plan: Prop_FEMA FW River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile W.S. Elev Prof Delta WS E.G. Elev Top Width Q Left Q Channel Q Right Enc Sta L Ch Sta L Ch Sta R Enc Sta R (ft)(ft)(ft)(ft)(cfs)(cfs)(cfs)(ft)(ft)(ft)(ft) Reach-1 38988 100-Year 466.16 466.47 772.82 4005.36 10956.83 637.81 -76.37 74.00 Reach-1 38988 100-Year FW 466.32 0.16 466.66 575.07 3773.26 11278.16 548.58 -314.00 -76.37 74.00 289.00 Reach-1 39281 100-Year 466.24 466.79 731.69 1661.46 12670.87 1267.67 -89.27 72.00 Reach-1 39281 100-Year FW 466.27 0.03 467.19 355.22 348.44 15184.03 67.53 -203.00 -89.27 72.00 336.00 Reach-1 39436 100-Year 466.46 466.96 648.40 651.93 11096.80 3851.27 -48.68 49.00 Reach-1 39436 100-Year FW 467.01 0.55 467.48 430.00 801.14 11142.16 3656.70 -161.00 -48.68 49.00 269.00 Reach-1 39490 100-Year 466.61 467.03 381.91 620.00 14980.00 4030.00 4310.00 Reach-1 39490 100-Year FW 467.20 0.58 467.56 394.60 763.79 14836.21 3887.80 4030.00 4310.00 4447.80 Reach-1 39540 100-Year 466.50 467.27 598.37 698.10 12779.82 1922.08 4040.00 4150.00 Reach-1 39540 100-Year FW 466.98 0.48 467.90 400.21 127.87 13849.76 1422.36 3989.26 4040.00 4150.00 4465.40 Reach-1 39940 100-Year 467.17 467.87 617.04 1719.22 11407.88 2272.90 1420.00 1500.00 Reach-1 39940 100-Year FW 467.76 0.59 468.53 400.00 1431.01 12060.17 1908.82 1280.00 1420.00 1500.00 1680.00 Reach-1 40650 100-Year 468.26 468.51 829.09 1247.36 7054.93 1897.72 4730.00 4815.00 Reach-1 40650 100-Year FW 468.91 0.65 469.17 499.00 1028.42 7399.59 1772.00 4546.90 4730.00 4815.00 5045.90 Reach-1 48000 100-Year 470.77 470.85 1545.92 3537.28 4201.17 2061.55 2370.00 2445.00 Reach-1 48000 100-Year FW 471.30 0.53 471.38 1300.00 3573.36 4190.23 2036.41 1739.00 2370.00 2445.00 3039.00 Reach-1 51350 100-Year 472.03 472.11 1441.32 2864.33 6531.14 4.53 4160.00 4515.00 Reach-1 51350 100-Year FW 472.58 0.55 472.73 600.00 702.52 8697.48 3915.00 4160.00 4515.00 4515.00 Reach-1 53350 100-Year 472.59 472.71 2213.47 3203.65 6130.15 66.19 5570.00 5670.00 Reach-1 53350 100-Year FW 473.34 0.75 473.50 897.60 2490.72 6909.28 4470.00 5570.00 5670.00 5670.00 Reach-1 55590 100-Year 473.26 473.68 1415.93 1887.16 7491.33 21.51 4250.00 4340.00 Reach-1 55590 100-Year FW 474.13 0.86 474.63 596.90 1117.73 8282.27 3590.00 4250.00 4340.00 4340.00 Reach-1 56940 100-Year 474.51 474.80 1469.33 2738.93 6633.51 27.56 4335.00 4415.00 Reach-1 56940 100-Year FW 475.43 0.92 475.73 634.77 2410.27 6989.73 3665.00 4335.00 4415.00 4415.00 DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 Appendices K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. Appendix B: FEMA Hydraulic Workmaps Revised Existing Condition FEMA Regulatory Floodplain Workmap Proposed Condition FEMA Regulatory Floodplain Workmap DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 Appendices K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. Appendix C: Conceptual Crossing Exhibits Aerial Sanitary Sewer Crossing Pedestrian Bridge EL E V = 4 5 9 . 0 U/ S F L E L E V = 4 4 0 . 0 7 D/ S F L E L E V = 4 4 0 . 0 5 EL E V = 4 6 8 . 0 EL E V = 4 4 9 . 2 EL E V = 4 5 0 . 7 EL E V = 4 4 9 . 2 EL E V = 4 5 0 . 7 66 '60 ' Ø=1 8 " 2- C I R C U L A R 12 " P I E R S 20 ' EN G I N E E R I N G F I R M R E G I S T R A T I O N # F - 9 2 8 0SC A L E : H O R Z : 1 " = 5 0 ' V E R T : 1 " = 5 25 ' 50 ' SH E E T Scale: Designed by: Drawn by: Checked by: Date: Project No. PLOTTED BY PITTS, JEREMY 8/8/2012 3:09 PMDWG NAME K:\FRI_CIVIL\64447700 - COPPELL 47 ACRES\DWG\PRELIMINARY\EXHIBITS\BRIDGE X-SECTION.DWGLAST SAVED 7/18/2012 9:06 AMIMAGES Aerial_20120403 -XREFS XREF xpSite_planning20120711 - XREF xpSite-exist - XREF x2436 - XREF xpSite AS SHOWN KHA KHA KHA WESTHAVEN CITY OF COPPELL DENTON AND DALLAS COUNTY, TEXAS PEDESTRIAN BRIDGE CROSS SECTIONX- 1 00 40 ' 80 ' GR A P H I C S C A L E 4 0 ' PROPOSEDWESTHAVENRESIDENTIAL DEVELOPMENT CI T Y P A R K TH E M A N S I O N S B Y T H E L A K E PH A S E 2 VI L L A G E A T C O T T O N W O O D C R E E K SE C T I O N 6 P R E L I M I N A R Y DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 Appendices K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. Appendix D: FEMA Information FIS Regulatory Flow Table FIS Profile for Denton Creek Duplicate Effective Multiprofile Model Output Duplicate Effective Floodway Model Output Effective FEMA FIRM Panel Annotated FEMA FIRM Panel Effective HEC-2 vs. Effective HEC-RAS Comparison Table FEMA Forms EFFECTMP.OH2 1******************************************** *************************************** * 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 08AUG12 TIME 13:31:25 * * (916) 756-1104 * ******************************************** *************************************** X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 1 08AUG12 13:31:25 PAGE 1 THIS RUN EXECUTED 08AUG12 13:31:25 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* T1 DENTON CREEK - MANSIONS BY LAKE AS-BUILT MULTI-PROF DAI/RES 12/98 T2 DENTON CREEK - 10 YR DISCHARGE PROFILE FIS MBJ/BMS 6/99 T3 DENTON CREEK, TEXAS FILE: ASBLTMP2.IH2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 0 451.01 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 150 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 34850 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268+80 THROUGH 313+35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. QT 4 12800 18200 20600 36200 NC .055 .055 .035 .1 .3 X1 25530 45 2495.2 2742.67 700 560 700 X3 2494 470.0 2742 470.0 GR 469.5 500 460.5 600 455.6 700 452.9 800 450.4 900 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2400 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 2670 GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 3100 GR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 3620 GR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 4100 GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 4600 X1 25770 40 2495.2 2780 240 240 240 X3 2495 470.0 2780 470.0 GR 469.5 500 460.5 600 455.6 700 452.9 800 450.4 900 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2400 GR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 1 08AUG12 13:31:25 PAGE 2 GR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 457.8 3230 GR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 457.1 3515 GR 457.1 3540 456 3555 456 3590 459.6 3600 457.7 4360 QT 4 13300 18900 21300 36200 NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 .055 NH 5200 NOTE: GR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY-DAVIS FIS UPDATE CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AHHA. X1 26830 42 2619.58 3100 1030 960 1010 X3 2619 470.0 5200 470.0 GR 464.9 550 461.9 600 459.1 700 455.9 800 452.9 900 GR 451.7 1000 451.3 1100 451.2 1200 450.9 1300 451.1 1400 GR 452.8 1500 452.8 1600 452.4 1700 453.2 1800 453.1 1900 GR 453.3 2000 454.2 2100 454.4 2200 455.3 2300 456 2400 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 2702 436.74 2738 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 3005 436.3 3027 GR 436.5 3062 452 3100 454 3200 452 3230 452 3290 GR 452.0 3500 452 3650 452.0 3920 456.3 4000 460 4250 Page 1 EFFECTMP.OH2 GR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268+80 THRU 313+35 FROM PROPOSED GRADING PLAN FORTHE COPPELL COMMUNITY PARK. AHHA. BEGIN PROPOSED PARK IMPROVEMENTS NH 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 1521.0 .07 NH 1634.0 .045 2761.0 X1 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 1113.0 436.76 1188.0 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 1634.0 456.0 1666.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 453.8 2084.0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 2658.0 X1 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 1137.0 GR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 459.0 1308.0 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 453.0 1420.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 1808.0 448.5 1909.0 GR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 450.0 2460.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 1 08AUG12 13:31:25 PAGE 3 NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 X1 27449 39.0 1014.0 1534.0 240 248 284 GR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 GR 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 GR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 GR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 GR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION FIS SECTION 280+80 'n' VALUE LOWERED THROUGH LAKE EXPANSION AREA NH 8 .05 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 X1 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 GR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 1371.0 459.0 1426.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 GR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 2789.0 'n' VALUE LOWERED THROUGH LAKE EXPANSION AREA NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 X1 27992 42.0 1041.0 1543.0 213 309 244 GR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 GR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 GR 455.0 2587.0 460.0 2617.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 NH 2496.0 X1 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 GR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 1 08AUG12 13:31:25 PAGE 4 GR 446.6 2297.0 448.0 2319.0 449.0 2339.0 450.0 2384.0 451.0 2437.0 GR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIS SECTION 288+70 QT 4 13300 18900 21300 36200 NH 8 .05 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 NH 1605.0 .040 1842.0 .035 2384.0 .040 2599.0 X1 28492 32.0 1215.0 1605.0 406 307 324 GR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 GR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 GR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 GR 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 GR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 Page 2 EFFECTMP.OH2 GR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 GR 455.0 2576.0 460.0 2599.0 NH 10 .05 1321.0 .04 1537.0 .065 1576.0 .04 1643.0 .07 NH 1689.0 .040 1830.0 .035 1945 .040 2150 .035 2350 .04 NH 2543.0 X1 28720 40.0 1280.0 1689.0 173 338 228 GR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 GR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 GR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 GR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 GR 450.0 1746.0 449.0 1758.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 GR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 GR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 GR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 NH 6 .05 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 NH 1699.0 .040 2703.0 X1 28890 45.0 1289.0 1696.0 153 194 170 X3 2526 470.0 GR 462.0 1289.0 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 GR 437.71 1433.0 450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 GR 459.0 1564.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 GR 437.1 1637.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 GR 460.0 1709.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 GR 448.0 1802.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 GR 450.0 2253.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 GR 451.0 2457.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 GR 456.5 2555.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 APPROXIMATE LOCATION FIS SECTION 296+10 NH 4 .05 1318.0 .04 1542.0 .07 1654.0 .040 2490.0 X1 29124 29 1264.0 1620.0 161 337 234 GR 462.0 1264.0 460.0 1272.0 455.0 1293.0 450.0 1318.0 437.83 1367.0 GR 437.83 1409.0 449.5 1456.0 437.4 1488.0 437.6 1512.0 450.0 1542.0 GR 455.0 1577.0 459.0 1620.0 459.0 1654.0 455.0 1673.0 451.0 1693.0 GR 450.5 1705.0 451.0 1715.0 452.0 1755.0 453.0 1846.0 453.8 2015.0 1 08AUG12 13:31:25 PAGE 5 GR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 453.0 2333.0 GR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 NH 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 X1 29651 48.0 1168.0 1615.0 600 404 527 GR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 GR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 GR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 GR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 GR 455.0 1625.0 450.0 1670.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 GR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 GR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 GR 457.0 2558.0 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 GR 459.0 2604.0 459.0 2772.0 460.0 2777.0 NH 10 .05 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 NH 1654.0 .040 1770.0 .035 2090.0 .045 2396.0 .075 2434.0 .045 NH 2771.0 X1 29831 47 1147.0 1570.0 171 197 180 GR 462.0 1147.0 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 GR 438.14 1296.0 450.0 1343.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 GR 460.0 1421.0 459.0 1444.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 GR 439.3 1518.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 GR 459.8 1586.0 455.0 1607.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 GR 449.0 1735.0 447.9 1770.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 GR 457.0 2139.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 GR 458.0 2388.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 GR 459.0 2434.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 GR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION FIS SECTION 305+70 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 X1 30027 34 1128.0 1525.0 148 299 196 GR 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 GR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 GR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 GR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 GR 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 GR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 GR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 NH 9 .05 1095.0 .04 1225.0 .065 1320.0 .04 1377.0 .07 NH 1668.0 .045 1694.0 .07 1951.0 .045 1977.0 .07 2150.0 X1 30384 46.0 1045.0 1447.0 371 410 357 GR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.14 1142.0 GR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 GR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 GR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 1 08AUG12 13:31:25 PAGE 6 GR 460.0 1504.0 460.0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 GR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 GR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 GR 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 GR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 Page 3 EFFECTMP.OH2 GR 460.0 2150.0 APPROXIMATE LOCATION FIS SECTION 312+30 NH 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 NH 1469 .045 1496 .07 1601 .040 1831 .045 1895 .07 NH 2395 X1 30604 49 1014 1350 269 319 220 GR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 GR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 GR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 GR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 GR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 GR 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 GR 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 GR 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 GR 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 GR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 NH 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 NH 2157 .045 2173 .07 2504.0 X1 30958 33 1048.0 1285.0 303 302 354 GR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 GR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 GR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 GR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 GR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 GR 457.0 2232.0 459.0 2380.0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 NH 2103 .045 2124 .07 2193.0 X1 31335 32 1037.0 1204.0 377 344 377 GR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 GR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 GR 460.0 2180.0 461.0 2193.0 END AHH CROSS SECTION CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. 1 08AUG12 13:31:25 PAGE 7 NC .055 .055 .035 .5 .7 X1 32150 40 3400 3525 160 180 170 X3 3040 470.0 6180 470.0 GR 470 1000 461 1600 461 1800 458 2000 459 2100 GR 457 2200 457 2220 459 2320 456.5 2620 455 2640 GR 457 2650 456.5 2680 459 2900 459 3100 460 3200 GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 GR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GR 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720 GR 461 5110 462 5200 462 5460 464 5800 470 6180 NC 0.055 0.055 0.015 0. 0. 0. 0. 0. 0. 0. NH 5. .055 3390.5 .015 3539.5 .055 4366. .02 4411. .05 NH 5734. X1 32200. 62. 3390.5 3539.5 50. 50. 50. 0. 0. 0. X3 3050 470.0 6260 470.0 BT -9. 3380. 465. 463. 3552. 465. 463. 3600. 466. BT 3740. 464. 3880. 463.6 3960. 464. BT 4190. 466. 4340. 466.9 465.4 4411. 466.8 465.4 GR 472. 900. 467. 1310. 462. 1700. 460.5 2000. 461.5 2200. GR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430. 459.5 2520. GR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000. 462. 3280. GR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425. 446.5 3432. GR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455. 435. 3475. GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498. 450.0 3505. GR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600. 464. 3740. GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. 465.4 4340. GR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366. GR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397. GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411. 466.8 4434. GR 465.7 4534. 465.1 4634. 464. 4734. 463.2 4834. 463.5 4934. GR 464.4 5014. 466. 5734. X1 32230. 0. 0. 0. 50. 50. 50. 0. 0. 0. X2 0. 0. 0. 1. X3 3050 470.0 6260 470.0 QT 4. 9400. 13200. 14900. 36200. NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. 0. 0. X1 32250. 41. 3400. 3525. 1. 1. 1. X3 3040 470.0 6180 470.0 GR 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100. GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620. 455. 2640. GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200. GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. GR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525. GR 461.5 3650. 458. 3920. 459. 3980. 458. 4240. 456. 4280. GR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400. 458. 4520. GR 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800. GR 470. 6180. 0. 0. 0. 0. 0. 0. 0. 0. 1 08AUG12 13:31:25 PAGE 8 Page 4 EFFECTMP.OH2 NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. X1 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NH 3840. 0.050 3960. X1 32725. 53. 1940. 2150. 380. 520. 420. GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285. GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885. GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. GR 464. 3875. 465. 3890. 470. 3960. QT 4. 9400. 13200. 14900. 36200. NH 5. 0.050 1305.9 0.055 1420.6 0.060 1752. 0.045 1960. 0.055 NH 3560. X1 33145. 42. 1390. 1960. 385. 290. 420. X3 10. GR 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. GR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 GR 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. GR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. GR 450. 1825. 445. 1835. 440. 1848. 439. 1852. 438.4 1862. GR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. GR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. GR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. GR 462. 3510. 470. 3560. NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 2537. X1 33470. 43. 1135. 1603. 315. 260. 325. X3 10. GR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. 1 08AUG12 13:31:25 PAGE 9 GR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1628. GR 456.2 1650. 454. 1670. 454. 1745. 456.2 1765. 458. 1785. GR 460. 1815. 460. 1965. 458. 2005. 458. 2065. 460. 2100. GR 461.2 2245. 461. 2515. 466. 2537. NH 5. 0.055 1201. 0.060 1280. 0.045 1392. 0.055 1825. 0.050 NH 1845. X1 34260. 34. 868. 1520. 830. 250. 790. X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. GR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. GR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. GR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. GR 461. 1620. 461. 1825. 462. 1830. 466. 1845. NH 5. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1533. 0.055 NH 1575. X1 34850. 25. 1310. 1533. 520. 640. 590. 0.0 0.0 0.0 X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. GR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. GR 462.0 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1470. GR 462. 1484. 464. 1533. 465. 1548. 466. 1560. 467. 1575. NH 5. .050 355. .055 1005. .060 1310. .045 1520. .055 NH 1575. X1 34950. 28. 1310. 1520. 110. 90. 100. GR 470. -380. 465. -380. 464. -260. 463. -240. 463. -70. GR 463.48 0. 463. 62. 462. 190. 461. 355. 461. 1005. GR 462. 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. GR 464. 1520. 466. 1560. 467. 1575. NH 5. .050 1370. .055 2057. .060 3106. .045 3233. .055 NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X1 35700 30 3106 3233 750 750 750 GR 470.00 1000 468.00 1250 465.60 1370 463.20 1754 462.20 1754 GR 463.10 2057 462.00 2127 460.40 2331 460.40 2471 462.00 2524 GR 462.00 2962 460.00 3106 458.00 3127 450.00 3153 444.00 3158 GR 439.50 3188 444.00 3219 450.00 3223 460.00 3233 462.00 3273 GR 462.50 3303 460.30 3348 462.00 3401 464.00 3426 467.00 3428 GR 467.20 3549 468.00 3678 469.00 3815 470.00 3957 472.00 4220 Page 5 EFFECTMP.OH2 NH 5. .060 2260. .055 2720. .060 3028. .045 3170. .040 NH 3550. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO GR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERBANK 1 08AUG12 13:31:25 PAGE 10 X1 36250 29 3028 3170 530 530 550 GR 472.00 1000 470.00 1000 468.00 1150 467.30 1500 467.00 2100 GR 464.00 2140 464.80 2260 462.00 2460 460.70 2500 460.70 2600 GR 464.70 2720 464.00 2903 462.00 2965 460.00 2993 458.00 3028 GR 450.00 3051 444.00 3055 439.80 3086 444.00 3116 450.00 3123 GR 460.00 3138 462.00 3150 462.00 3170 448.00 3250 448.00 3470 GR 463.00 3495 463.00 3505 468.00 3550 472.00 3550 QT 4. 10000. 13800. 15600. 36200. NC .1 .3 0. 0. 0. 0. 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2900. 0.045 3060. 0.060 NH 3960. 0.050 4070. 0. 0. 0. 0. 0. 0. 0. LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES/DAI 12/98 EXIS. POND IN RT. OVERBANK X1 36970. 36. 2900. 3060. 600. 600. 720. GR 483. 1000. 477.5 1050. 475. 1200. 475. 1430. 470. 2330. GR 466. 2530. 462. 2620. 462. 2750. 463.5 2800. 462. 2850. GR 465. 2900. 458. 2930. 453.5 2930. 444. 2930. 440. 2937. GR 442.7 2970. 450.6 2975. 454. 2985. 456. 2990. 462. 3060. GR 463.3 3200. 462. 3300. 462. 3400. 464. 3430. 464.5 3570. GR 463.0 3645. 460. 3658. 457. 3690. 457. 3730. 460. 3765. GR 463.0 3790 465. 3815. 468.5 3835. 469. 3960. 469. 3990. GR 473. 4070. NH 4. .055 2000. .045 2160. .055 2400 .040 2730 SECTION ADDED FROM TOPO. RES 3/8/97 X1 37600. 22. 2000. 2160. 570. 350. 630. GR 471. 650. 470. 1220. 468. 1460. 466. 1540. 464. 1570. GR 462. 1720. 461.5 1900. 461. 1950. 460. 2000. 445. 2065. GR 440. 2105. 445. 2120. 460. 2160. 460. 2400 460 2400 GR 461 2570. 462 2610 461 2650 458 2680 452 2700 GR 452 2730. 470 2730 NH 4. .055 2055. .045 2135. .055 2185 .040 2455 SECTION ADDED FROM TOPO. RES 3/8/97 X1 37800 25 2020. 2185. 50. 100. 200. GR 470. 1100. 468 1350 466 1400 464 1450 462 1600 GR 462. 1720. 461.5 1800 462 1850 463 1900 462 2020 GR 450. 2055 445. 2077 440 2100 445 2125 450 2135 GR 460. 2185 461. 2215 457 2260 451 2280 451 2360 GR 457 2380 459.7 2400 464 2401 464 2455 470 2455 NH 5. .05 1540. .06 2100. .045 2260. .040 2320 .040 NH 2570 SECTION ADDED FROM TOPO, AS-BLT SURVEY. RES 12/14/98 X1 37990. 36. 2100. 2260. 210 280 190 GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. GR 468. 1540. 464. 1560. 466. 1600. 464. 1650. 462. 1670. GR 462. 1900. 464. 2000. 466. 2050. 467. 2100. 466. 2110. GR 464. 2120. 462. 2125. 460. 2130. 450. 2160. 444. 2170. GR 441. 2200. 444. 2208. 450. 2220. 460. 2250. 462. 2260. GR 462. 2260. 462. 2320. 459. 2345. 457. 2370. 451. 2390. GR 451. 2455. 458. 2475. 460. 2475. 463. 2525. 464. 2570. GR 473. 2570. 1 08AUG12 13:31:25 PAGE 11 NH 5. .05 1540. .06 2100. .045 2260. .055 2260. .040 NH 2595 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38050. 36. 2100. 2260. 60 60 60 GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. GR 468. 1540. 464. 1560. 466. 1600. 464. 1650. 462. 1670. GR 462. 1900. 464. 2000. 466. 2050. 467. 2100. 466. 2110. GR 464. 2120. 462. 2125. 460. 2130. 450. 2160. 444. 2170. GR 441. 2200. 444. 2208. 450. 2220. 460. 2250. 462. 2260. GR 462. 2260. 462. 2320. 459. 2345. 457. 2365. 451. 2385. GR 451. 2480. 457. 2505. 459. 2540. 463. 2575. 464. 2595. GR 473. 2595. NH 5. .05 1540. .06 2100. .045 2270. .055 2295. .045 NH 2640. X1 38200. 40. 2100. 2270. 150. 150. 150. GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. GR 468. 1540. 466. 1570. 464. 1600. 462. 1650. 461. 1760. GR 462. 1930. 464. 2050. 466. 2070. 467.4 2100. 466. 2120. GR 464. 2125. 462. 2135. 460. 2142. 450. 2160. 444. 2170. GR 441. 2185. 444. 2200. 450. 2215. 460. 2255. 462. 2270. GR 462. 2295. 462. 2330. 457. 2375. 451. 2395. 451. 2410. GR 457. 2425. 464. 2465. 464. 2480. 457. 2530. 451. 2550. GR 451. 2570. 457. 2588. 459. 2605. 464. 2640. 473. 2640. NH 6. .06 1900 .05 2040 .06 2100 .045 2225 .05 NH 2300 .045 2620 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38550. 32 2100 2225 340 330 350 GR 473.2 1340 470 1340 466 1490 466 1600 468 1640 GR 462 1700 461 1850 460.8 1900 462 1960 464 2000 GR 466 2040 466 2100 464 2110 462 2130 460 2140 GR 444 2175 441.2 2190 444 2205 460 2225 461.2 2300 GR 457 2355 457 2450 460 2480 457 2505 451 2525 GR 451 2555 457 2575 459 2595 462 2610 462 2610 GR 463 2620 473 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 Page 6 EFFECTMP.OH2 NH 5. .05 1275. .055 1540. .045 1675. .055 2175. .05 NH 2310. NC .3 .5 ET 6.1 6.1 6.1 6.1 1360 2064 X1 39290. 30. 1525. 1675. 600. 800. 740. GR 474. 1000. 472. 1030. 470. 1070. 468. 1115. 466. 1200. GR 464. 1275. 462. 1320. 460.3 1345. 462. 1400. 464. 1450. GR 464. 1525. 462. 1540. 460. 1550. 450. 1560. 445. 1565. GR 441.88 1580. 445. 1600. 450. 1615. 460. 1675. 460. 1710. GR 458. 1750. 458. 1950. 460. 2000. 462. 2150. 464. 2175. GR 466. 2180. 468. 2190. 470. 2200. 472. 2240. 474. 2310. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 1 08AUG12 13:31:25 PAGE 12 NH 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 NH 4710. 0.055 6040. 0. 0. 0. 0. 0. 0. 0. NC .3 .5 ET 6.1 6.1 6.1 6.1 3921 4514 X1 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. GR 464. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 6 .05 1090 .05 2380 .055 3760 .045 4670 .05 NH 4950 .055 6200 NC .3 .5 ET 6.1 6.1 6.1 6.1 3880 4505 X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 GR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 GR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 GR 495 5940 499 6120 500 6200 QT 4 9900 13700 15400 36200 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 NC .3 .5 ET 6.1 6.1 6.1 6.1 3900 4600 X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. BMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 1 08AUG12 13:31:25 PAGE 13 QT 4 6600 9100 10200 36200 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 NC .1 .3 X1 40650 32 4730 4815 1000 400 700 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT 4 5300 8000 9800 36200 NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 GR 498.4 5020 501.5 5200 QT 4 4000 7000 9400 36200 NH 6 .05 1400 .05 2930 .055 4160 .045 4515 .058 NH 4585 .06 5420 X1 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 Page 7 EFFECTMP.OH2 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 GR 482 4615 484 4675 498 5215 500 5330 505.5 5420 NH 6 .05 1300 .055 3400 .05 5570 .045 5670 .058 NH 6120 .055 6230 X1 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 474 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 NH 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 1 08AUG12 13:31:25 PAGE 14 X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 487 1300 484 1500 486 1550 GR 489 1900 480 2000 475 2500 475 2600 471 3000 GR 472 3600 472 3900 473 4000 476 4240 470 4250 GR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 GR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 X1 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 1 08AUG12 13:31:25 PAGE 15 T1 DENTON CREEK - MANSIONS BY LAKE AS-BUILT MULTI-PROF DAI/RES 12/98 T2 DENTON CREEK - 50 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: ASBLT-MP.IH2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 0 0 0 0 452.29 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 0 -1 1 08AUG12 13:31:25 PAGE 16 T1 DENTON CREEK - MANSIONS BY LAKE AS-BUILT MULTI-PROF DAI/RES 12/98 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: ASBLT-MP.IH2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 0 0 0 0 453.5205 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 0 -1 1 08AUG12 13:31:25 PAGE 17 T1 DENTON CREEK - MANSIONS BY LAKE AS-BUILT MULTI-PROF DAI/RES 12/98 T2 DENTON CREEK - 500 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: ASBLT-MP.IH2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 0 455.89 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 1 08AUG12 13:31:25 PAGE 18 THIS RUN EXECUTED 08AUG12 13:31:25 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST Page 8 EFFECTMP.OH2 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 25530.000 451.01 .00 451.44 216.69 .00 12800.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 25530.000 452.29 .00 452.99 226.37 .00 18200.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 25530.000 453.52 .00 454.25 235.67 .00 20600.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 25530.000 455.89 .00 457.48 248.00 .39 36199.61 .00 248.00 2494.00 2495.20 2742.67 2742.00 25770.000 451.29 .00 451.57 253.17 .00 12800.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 25770.000 452.74 .00 453.18 263.69 .00 18200.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 25770.000 453.97 .00 454.44 272.69 .00 20600.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 25770.000 456.85 .00 457.83 285.00 .08 36199.93 .00 285.00 2495.00 2495.20 2780.00 2780.00 * 26830.000 451.71 .00 452.16 256.77 .00 13300.00 .00 2581.00 2619.00 2619.58 3100.00 5200.00 26830.000 453.40 .00 453.94 1104.81 .00 17809.16 1090.84 2581.00 2619.00 2619.58 3100.00 5200.00 26830.000 454.69 .00 455.09 1199.25 .00 18285.60 3014.40 2581.00 2619.00 2619.58 3100.00 5200.00 26830.000 458.31 .00 458.61 1516.80 .18 24509.63 11690.19 2581.00 2619.00 2619.58 3100.00 5200.00 26880.000 451.88 .00 452.21 292.57 .00 13300.00 .00 .00 .00 1012.00 1585.00 .00 26880.000 453.51 .00 454.00 322.64 .00 18900.00 .00 .00 .00 1012.00 1585.00 .00 26880.000 454.71 .00 455.17 1173.21 .00 20894.04 405.96 .00 .00 1012.00 1585.00 .00 26880.000 458.55 .00 458.77 1710.09 .00 22981.99 13218.01 .00 .00 1012.00 1585.00 .00 27165.000 452.17 .00 452.40 1255.42 .00 7998.49 5301.51 .00 .00 985.00 1308.00 .00 27165.000 454.03 .00 454.19 1362.34 .00 8509.23 10390.77 .00 .00 985.00 1308.00 .00 27165.000 455.24 .00 455.35 1418.55 .00 7005.48 14294.52 .00 .00 985.00 1308.00 .00 * 27165.000 458.80 .00 458.91 1604.14 .00 7182.69 29017.30 .00 .00 985.00 1308.00 .00 * 27449.000 452.45 .00 452.54 1170.49 .00 6346.40 6953.60 .00 .00 1014.00 1534.00 .00 27449.000 454.21 .00 454.29 1417.15 .00 7298.35 11601.65 .00 .00 1014.00 1534.00 .00 27449.000 455.35 .00 455.43 1551.59 .00 6474.64 14825.36 .00 .00 1014.00 1534.00 .00 27449.000 458.88 .00 458.97 1740.59 .00 8413.46 27786.54 .00 .00 1014.00 1534.00 .00 27748.000 452.55 .00 452.62 1345.54 .00 5983.33 7316.67 .00 .00 1071.00 1606.00 .00 27748.000 454.29 .00 454.37 1404.20 .00 6833.15 12066.85 .00 .00 1071.00 1606.00 .00 27748.000 455.42 .00 455.49 1445.81 .00 6740.86 14559.14 .00 .00 1071.00 1606.00 .00 27748.000 458.93 .00 459.03 1691.04 .00 7106.93 29093.07 .00 .00 1071.00 1606.00 .00 1 08AUG12 13:31:25 PAGE 19 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 27992.000 452.61 .00 452.70 1257.10 .00 7984.99 5315.01 .00 .00 1041.00 1543.00 .00 27992.000 454.35 .00 454.44 1310.22 .00 9578.19 9321.81 .00 .00 1041.00 1543.00 .00 27992.000 455.48 .00 455.55 1344.42 .00 8458.92 12841.08 .00 .00 1041.00 1543.00 .00 27992.000 458.99 .00 459.09 1468.71 .00 10869.34 25330.66 .00 .00 1041.00 1543.00 .00 28168.000 452.69 .00 452.74 1210.32 .00 4904.60 8395.40 .00 .00 1021.00 1419.00 .00 28168.000 454.42 .00 454.48 1269.55 .00 5856.45 13043.55 .00 .00 1021.00 1419.00 .00 28168.000 455.53 .00 455.59 1313.08 .00 5923.54 15376.46 .00 .00 1021.00 1419.00 .00 28168.000 459.04 .00 459.12 1463.68 .00 7734.27 28465.73 .00 .00 1021.00 1419.00 .00 28492.000 452.74 .00 452.80 1114.02 .00 5006.55 8293.45 .00 .00 1215.00 1605.00 .00 28492.000 454.47 .00 454.54 1177.01 .00 6019.54 12880.46 .00 .00 1215.00 1605.00 .00 28492.000 455.57 .00 455.64 1220.21 .00 6096.39 15203.61 .00 .00 1215.00 1605.00 .00 28492.000 459.08 .00 459.18 1372.92 .00 8009.23 28190.77 .00 .00 1215.00 1605.00 .00 28720.000 452.80 .00 452.88 1024.32 .00 5911.16 7388.84 .00 .00 1280.00 1689.00 .00 28720.000 454.52 .00 454.61 1064.62 .00 7147.71 11752.29 .00 .00 1280.00 1689.00 .00 28720.000 455.62 .00 455.71 1095.73 .00 7338.39 13961.61 .00 .00 1280.00 1689.00 .00 28720.000 459.12 .00 459.25 1217.36 .00 9935.91 26264.09 .00 .00 1280.00 1689.00 .00 * 28890.000 452.80 .00 452.99 1019.57 .00 8561.37 4738.63 2526.00 .00 1289.00 1696.00 2526.00 * 28890.000 454.55 .00 454.71 1049.40 .00 9547.67 9352.33 2526.00 .00 1289.00 1696.00 2526.00 * 28890.000 455.65 .00 455.78 1077.65 .00 9353.65 11946.35 2526.00 .00 1289.00 1696.00 2526.00 28890.000 459.15 .00 459.32 1172.57 .00 11678.25 24521.76 2526.00 .00 1289.00 1696.00 2526.00 29124.000 452.85 .00 453.27 540.02 .00 13045.19 254.81 .00 .00 1264.00 1620.00 .00 29124.000 454.53 .00 455.00 945.77 .00 16893.40 2006.60 .00 .00 1264.00 1620.00 .00 29124.000 455.70 .00 456.03 984.06 .00 16547.19 4752.81 .00 .00 1264.00 1620.00 .00 29124.000 459.25 .00 459.51 1166.19 .00 20273.36 15926.64 .00 .00 1264.00 1620.00 .00 29651.000 453.50 .00 453.67 841.65 .00 9521.14 3778.86 .00 .00 1168.00 1615.00 .00 29651.000 455.22 .00 455.39 942.76 .00 11421.57 7478.43 .00 .00 1168.00 1615.00 .00 29651.000 456.24 .00 456.39 1020.00 .00 11744.22 9555.78 .00 .00 1168.00 1615.00 .00 29651.000 459.65 .00 459.81 1597.87 .00 14812.16 21387.84 .00 .00 1168.00 1615.00 .00 29831.000 453.65 .00 453.77 727.21 .00 7498.20 5801.80 .00 .00 1147.00 1570.00 .00 29831.000 455.34 .00 455.49 825.86 .00 9442.72 9457.28 .00 .00 1147.00 1570.00 .00 29831.000 456.33 .00 456.48 857.57 .00 10000.05 11299.95 .00 .00 1147.00 1570.00 .00 29831.000 459.73 .00 459.89 1561.92 .00 13612.30 22587.70 .00 .00 1147.00 1570.00 .00 * 30027.000 453.68 .00 453.95 555.16 .00 10268.69 3031.31 .00 .00 1128.00 1525.00 .00 * 30027.000 455.38 .00 455.69 627.76 .00 12971.14 5928.86 .00 .00 1128.00 1525.00 .00 * 30027.000 456.38 .00 456.67 680.98 .00 13549.02 7750.98 .00 .00 1128.00 1525.00 .00 * 30027.000 459.75 .00 460.11 965.40 .00 19570.11 16629.89 .00 .00 1128.00 1525.00 .00 30384.000 453.95 .00 454.42 325.16 .00 11557.92 1742.08 .00 .00 1045.00 1447.00 .00 30384.000 455.78 .00 456.35 384.19 .00 15413.09 3486.91 .00 .00 1045.00 1447.00 .00 30384.000 456.74 .00 457.32 429.26 .00 17098.64 4201.36 .00 .00 1045.00 1447.00 .00 * 30384.000 460.20 .00 460.84 1011.48 .00 26476.39 9723.60 .00 .00 1045.00 1447.00 .00 1 08AUG12 13:31:25 PAGE 20 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 30604.000 454.33 .00 454.78 447.02 .00 11002.26 2297.74 .00 .00 1014.00 1350.00 .00 30604.000 456.44 .00 456.87 721.55 .00 14003.59 4896.41 .00 .00 1014.00 1350.00 .00 Page 9 EFFECTMP.OH2 30604.000 457.42 .00 457.80 825.02 .00 14980.47 6319.53 .00 .00 1014.00 1350.00 .00 * 30604.000 461.01 .00 461.34 1381.00 .00 20512.48 15687.52 .00 .00 1014.00 1350.00 .00 * 30958.000 454.95 .00 455.08 831.58 .00 3826.59 9473.41 .00 .00 1048.00 1285.00 .00 * 30958.000 457.03 .00 457.14 1035.29 .00 3454.15 15445.85 .00 .00 1048.00 1285.00 .00 * 30958.000 457.93 .00 458.04 1140.63 .00 3542.99 17757.01 .00 .00 1048.00 1285.00 .00 * 30958.000 461.41 .00 461.55 1421.05 .00 4713.60 31486.40 .00 .00 1048.00 1285.00 .00 * 31335.000 454.23 .00 456.41 332.36 .00 11723.24 1576.76 .00 .00 1037.00 1204.00 .00 * 31335.000 456.64 .00 457.81 953.24 .00 12454.94 6445.06 .00 .00 1037.00 1204.00 .00 * 31335.000 457.83 .00 458.49 1022.21 .00 11147.37 10152.63 .00 .00 1037.00 1204.00 .00 * 31335.000 461.47 .00 461.82 1156.00 .00 10525.38 25674.62 .00 .00 1037.00 1204.00 .00 * 32150.000 456.60 .00 457.45 242.69 .00 13029.12 270.88 3140.00 3040.00 3400.00 3525.00 6180.00 * 32150.000 456.99 .00 458.60 253.67 .00 18413.92 486.08 3140.00 3040.00 3400.00 3525.00 6180.00 32150.000 457.91 .00 459.64 375.99 .00 20414.29 885.70 3140.00 3040.00 3400.00 3525.00 6180.00 32150.000 461.35 .00 463.00 2053.18 682.16 27272.62 8245.22 3140.00 3040.00 3400.00 3525.00 6180.00 32200.000 456.50 .00 457.80 153.82 .00 12521.37 778.63 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 456.80 .00 459.29 156.84 .00 17736.25 1163.75 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 457.71 .00 460.36 165.96 .00 19803.74 1496.26 3210.00 3050.00 3390.50 3539.50 6260.00 32200.000 460.56 .00 465.15 202.51 .49 32832.32 3367.19 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 456.54 .00 457.84 154.20 .00 12516.32 783.68 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 456.98 .00 459.38 158.65 .00 17702.58 1197.42 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 457.91 .00 460.46 168.00 .00 19764.42 1535.58 3210.00 3050.00 3390.50 3539.50 6260.00 * 32230.000 463.79 .00 466.28 823.63 1024.61 29655.74 5519.65 3210.00 3050.00 3390.50 3539.50 6260.00 * 32250.000 457.58 .00 457.93 290.55 .00 8978.24 421.76 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 459.11 .00 459.58 951.58 1.17 11814.65 1384.18 3140.00 3040.00 3400.00 3525.00 6180.00 32250.000 460.31 .00 460.68 1263.17 116.95 11910.53 2872.52 3140.00 3040.00 3400.00 3525.00 6180.00 * 32250.000 466.42 .00 466.52 2913.10 3208.71 11661.86 21329.44 3140.00 3040.00 3400.00 3525.00 6180.00 * 32305.000 457.39 .00 458.11 264.81 .00 7956.56 1443.44 .00 .00 2110.00 2325.00 .00 * 32305.000 458.94 .00 459.77 320.89 .00 10433.99 2766.01 .00 .00 2110.00 2325.00 .00 * 32305.000 460.15 .00 460.85 506.02 .00 11155.87 3744.13 .00 .00 2110.00 2325.00 .00 32305.000 466.45 .00 466.54 3881.69 6537.39 9848.21 19814.40 .00 .00 2110.00 2325.00 .00 * 32725.000 458.54 .00 458.71 721.03 2964.92 5760.13 674.95 .00 .00 1940.00 2150.00 .00 * 32725.000 460.23 .00 460.37 1427.19 4534.07 6673.99 1991.94 .00 .00 1940.00 2150.00 .00 * 32725.000 461.24 .00 461.35 2160.90 5098.79 6434.68 3366.53 .00 .00 1940.00 2150.00 .00 * 32725.000 466.62 .00 466.68 3912.75 11293.13 8432.64 16474.23 .00 .00 1940.00 2150.00 .00 33145.000 458.88 .00 459.05 372.01 .00 9400.00 .00 .00 .00 1390.00 1960.00 .00 33145.000 460.51 .00 460.74 401.68 .00 13200.00 .00 .00 .00 1390.00 1960.00 .00 * 33145.000 461.44 .00 461.67 500.04 58.17 14841.83 .00 .00 .00 1390.00 1960.00 .00 33145.000 466.70 .00 466.78 3714.41 2823.72 17268.61 16107.67 .00 .00 1390.00 1960.00 .00 1 08AUG12 13:31:25 PAGE 21 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 33470.000 459.10 .00 459.38 296.32 .00 9400.00 .00 .00 .00 1135.00 1603.00 .00 33470.000 460.79 .00 461.14 517.61 86.56 13113.44 .00 .00 .00 1135.00 1603.00 .00 33470.000 461.72 .00 462.06 559.63 342.60 14557.40 .00 .00 .00 1135.00 1603.00 .00 33470.000 466.78 .00 466.90 2537.00 3508.45 18165.44 14526.11 .00 .00 1135.00 1603.00 .00 34260.000 459.83 .00 459.95 420.45 .00 9400.00 .00 .00 .00 868.00 1520.00 .00 34260.000 461.66 .00 461.81 568.51 .10 13199.90 .00 .00 .00 868.00 1520.00 .00 34260.000 462.54 .00 462.70 596.93 1.75 14898.25 .00 .00 .00 868.00 1520.00 .00 34260.000 467.04 .00 467.26 1845.00 2023.57 30356.65 3819.77 .00 .00 868.00 1520.00 .00 * 34850.000 460.00 .00 460.74 132.05 .00 9400.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 461.74 .00 462.78 155.47 .00 13200.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 462.56 .00 463.68 176.52 .00 14900.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 467.42 .00 467.91 1575.00 16180.99 19865.80 153.21 .00 .00 1310.00 1533.00 .00 34950.000 460.23 .00 460.95 131.76 .00 9400.00 .00 .00 .00 1310.00 1520.00 .00 34950.000 462.49 .00 463.07 1172.02 1825.08 11374.92 .00 .00 .00 1310.00 1520.00 .00 * 34950.000 463.65 .00 463.97 1702.77 4532.32 10367.68 .00 .00 .00 1310.00 1520.00 .00 * 34950.000 467.87 .00 468.05 1955.00 22749.63 13270.27 180.10 .00 .00 1310.00 1520.00 .00 * 35700.000 461.58 .00 462.03 667.16 266.73 9088.18 45.09 .00 .00 3106.00 3233.00 .00 * 35700.000 463.65 .00 463.96 1740.21 2873.48 9825.17 501.35 .00 .00 3106.00 3233.00 .00 * 35700.000 464.39 .00 464.63 1863.13 4434.17 9726.62 739.21 .00 .00 3106.00 3233.00 .00 35700.000 468.31 .00 468.49 2508.35 20264.21 12942.62 2993.17 .00 .00 3106.00 3233.00 .00 * 36250.000 462.13 .00 462.17 724.58 113.56 2488.03 6798.41 .00 .00 3028.00 3170.00 .00 * 36250.000 464.03 .00 464.09 1008.18 518.06 3419.35 9262.59 .00 .00 3028.00 3170.00 .00 * 36250.000 464.69 .00 464.75 1361.70 786.74 3808.74 10304.52 .00 .00 3028.00 3170.00 .00 * 36250.000 468.50 .00 468.66 2437.57 6359.95 8038.49 21801.56 .00 .00 3028.00 3170.00 .00 * 36970.000 461.85 .00 462.51 275.16 .00 8682.57 1317.43 .00 .00 2900.00 3060.00 .00 * 36970.000 463.87 .00 464.39 1026.83 581.34 10187.07 3031.60 .00 .00 2900.00 3060.00 .00 * 36970.000 464.59 .00 465.03 1239.68 1034.91 10545.85 4019.24 .00 .00 2900.00 3060.00 .00 * 36970.000 468.60 .00 468.98 1461.16 6052.22 15406.91 14740.87 .00 .00 2900.00 3060.00 .00 * 37600.000 462.83 .00 462.96 1072.09 251.66 7182.61 2565.73 .00 .00 2000.00 2160.00 .00 * 37600.000 464.61 .00 464.73 1169.22 1012.26 8221.66 4566.08 .00 .00 2000.00 2160.00 .00 * 37600.000 465.24 .00 465.35 1178.52 1410.42 8737.66 5451.92 .00 .00 2000.00 2160.00 .00 * 37600.000 469.11 .00 469.31 1403.14 6333.24 14827.82 15038.94 .00 .00 2000.00 2160.00 .00 37800.000 462.90 .00 463.00 850.91 142.43 5446.20 4411.37 .00 .00 2020.00 2185.00 .00 37800.000 464.65 .00 464.77 1021.34 1036.87 6770.59 5992.55 .00 .00 2020.00 2185.00 .00 37800.000 465.27 .00 465.39 1036.73 1550.50 7345.11 6704.39 .00 .00 2020.00 2185.00 .00 37800.000 469.13 .00 469.37 1246.26 8251.37 13475.95 14472.68 .00 .00 2020.00 2185.00 .00 37990.000 462.94 .00 463.10 687.36 109.47 5407.35 4483.18 .00 .00 2100.00 2260.00 .00 37990.000 464.69 .00 464.86 855.33 743.40 6676.58 6380.02 .00 .00 2100.00 2260.00 .00 37990.000 465.31 .00 465.49 904.65 1120.39 7217.88 7261.73 .00 .00 2100.00 2260.00 .00 37990.000 469.19 .00 469.52 1193.82 6680.17 13077.01 16442.82 .00 .00 2100.00 2260.00 .00 1 08AUG12 13:31:25 PAGE 22 Page 10 EFFECTMP.OH2 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 38050.000 463.01 .00 463.12 743.05 102.89 4510.82 5386.29 .00 .00 2100.00 2260.00 .00 38050.000 464.76 .00 464.89 885.82 651.40 5616.05 7532.54 .00 .00 2100.00 2260.00 .00 38050.000 465.38 .00 465.51 935.14 978.80 6102.57 8518.63 .00 .00 2100.00 2260.00 .00 38050.000 469.28 .00 469.55 1220.64 5958.87 11456.40 18784.72 .00 .00 2100.00 2260.00 .00 38200.000 463.04 .00 463.18 845.40 327.29 5205.32 4467.39 .00 .00 2100.00 2270.00 .00 38200.000 464.80 .00 464.94 987.32 1289.12 6211.86 6299.02 .00 .00 2100.00 2270.00 .00 38200.000 465.43 .00 465.57 1004.32 1786.72 6680.98 7132.31 .00 .00 2100.00 2270.00 .00 38200.000 469.40 .00 469.64 1267.92 8172.90 11770.28 16256.83 .00 .00 2100.00 2270.00 .00 38550.000 463.21 .00 463.34 798.42 408.99 4319.50 5271.50 .00 .00 2100.00 2225.00 .00 38550.000 464.96 .00 465.09 863.60 1263.32 4941.07 7595.61 .00 .00 2100.00 2225.00 .00 38550.000 465.58 .00 465.71 885.26 1686.81 5293.27 8619.92 .00 .00 2100.00 2225.00 .00 38550.000 469.59 .00 469.83 1264.32 7807.95 9571.01 18821.04 .00 .00 2100.00 2225.00 .00 39290.000 463.58 .00 463.74 615.27 109.43 6406.86 3483.71 704.00 1360.00 1525.00 1675.00 2064.00 39290.000 465.29 1.72 465.47 704.00 426.80 7796.55 5576.65 704.00 1360.00 1525.00 1675.00 2064.00 39290.000 465.91 2.33 466.10 704.00 618.57 8476.79 6504.64 704.00 1360.00 1525.00 1675.00 2064.00 39290.000 470.01 6.43 470.39 704.00 3140.92 16210.90 16848.18 704.00 1360.00 1525.00 1675.00 2064.00 * 39440.000 463.39 .00 464.27 253.73 .40 9977.76 21.84 593.00 3921.00 4040.00 4150.00 4514.00 * 39440.000 465.00 1.61 466.11 411.68 183.22 13037.09 579.69 593.00 3921.00 4040.00 4150.00 4514.00 * 39440.000 465.59 2.20 466.78 443.17 341.33 14281.63 977.04 593.00 3921.00 4040.00 4150.00 4514.00 * 39440.000 469.55 6.16 471.43 593.00 2856.01 25545.33 7798.66 593.00 3921.00 4040.00 4150.00 4514.00 * 39490.000 464.22 .00 464.51 349.87 99.45 9900.55 .00 625.00 3880.00 4030.00 4310.00 4505.00 * 39490.000 466.06 1.84 466.41 389.97 566.40 13233.61 .00 625.00 3880.00 4030.00 4310.00 4505.00 * 39490.000 466.71 2.49 467.10 403.95 827.98 14772.02 .00 625.00 3880.00 4030.00 4310.00 4505.00 * 39490.000 470.99 6.77 471.85 478.55 4373.97 31749.43 76.60 625.00 3880.00 4030.00 4310.00 4505.00 39540.000 464.05 .00 464.79 467.92 41.00 9717.76 141.24 700.00 3900.00 4040.00 4150.00 4600.00 39540.000 465.92 1.86 466.67 567.39 478.63 11901.36 1320.01 700.00 3900.00 4040.00 4150.00 4600.00 39540.000 466.59 2.54 467.34 603.32 723.11 12685.46 1991.43 700.00 3900.00 4040.00 4150.00 4600.00 39540.000 471.03 6.98 471.98 700.00 3819.54 20965.72 11414.74 700.00 3900.00 4040.00 4150.00 4600.00 39940.000 464.70 .00 465.39 497.72 190.96 9049.01 660.03 .00 .00 1420.00 1500.00 .00 39940.000 466.57 1.87 467.26 609.96 1200.54 10752.91 1746.55 .00 .00 1420.00 1500.00 .00 39940.000 467.24 2.54 467.92 617.80 1757.53 11337.49 2304.99 .00 .00 1420.00 1500.00 .00 39940.000 471.83 7.13 472.67 796.37 8758.23 17952.69 9489.08 .00 .00 1420.00 1500.00 .00 40650.000 465.78 .00 466.07 582.50 89.52 5894.14 616.33 .00 .00 4730.00 4815.00 .00 40650.000 467.65 1.86 467.90 790.91 848.96 6772.73 1478.31 .00 .00 4730.00 4815.00 .00 40650.000 468.30 2.52 468.54 830.51 1266.62 7022.16 1911.22 .00 .00 4730.00 4815.00 .00 40650.000 473.10 7.32 473.60 1035.87 10746.87 14941.99 10511.13 .00 .00 4730.00 4815.00 .00 48000.000 468.74 .00 468.83 1286.98 1430.00 3316.54 553.46 .00 .00 2370.00 2445.00 .00 48000.000 470.19 1.45 470.27 1490.60 2715.86 3805.71 1478.44 .00 .00 2370.00 2445.00 .00 48000.000 470.77 2.03 470.86 1546.92 3540.67 4193.59 2065.74 .00 .00 2370.00 2445.00 .00 * 48000.000 476.46 7.72 476.57 1778.86 15959.87 7396.04 12844.09 .00 .00 2370.00 2445.00 .00 1 08AUG12 13:31:25 PAGE 23 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 51350.000 469.51 .00 469.58 653.32 107.23 3892.77 .00 .00 .00 4160.00 4515.00 .00 * 51350.000 471.35 1.84 471.42 1384.47 1679.55 5319.20 1.25 .00 .00 4160.00 4515.00 .00 51350.000 472.03 2.53 472.11 1441.45 2865.54 6529.92 4.54 .00 .00 4160.00 4515.00 .00 51350.000 477.64 8.13 477.73 2462.77 22041.06 14005.13 153.81 .00 .00 4160.00 4515.00 .00 53350.000 469.79 .00 469.85 330.80 717.49 3276.21 6.30 .00 .00 5570.00 5670.00 .00 * 53350.000 471.83 2.04 471.92 1397.48 1895.90 5069.69 34.42 .00 .00 5570.00 5670.00 .00 * 53350.000 472.59 2.80 472.71 2214.81 3204.51 6129.25 66.24 .00 .00 5570.00 5670.00 .00 * 53350.000 478.04 8.26 478.10 4234.34 26291.71 7831.50 2076.79 .00 .00 5570.00 5670.00 .00 * 55590.000 470.14 .00 470.38 88.80 .00 4000.00 .00 .00 .00 4250.00 4340.00 .00 * 55590.000 472.34 2.20 472.77 1170.48 451.31 6548.34 .35 .00 .00 4250.00 4340.00 .00 * 55590.000 473.26 3.13 473.69 1416.06 1887.89 7490.57 21.53 .00 .00 4250.00 4340.00 .00 * 55590.000 478.52 8.38 478.74 2314.02 24234.60 10698.33 1267.07 .00 .00 4250.00 4340.00 .00 56940.000 470.89 .00 471.07 169.99 331.87 3668.13 .00 .00 .00 4335.00 4415.00 .00 56940.000 473.52 2.63 473.79 878.98 1351.31 5647.61 1.09 .00 .00 4335.00 4415.00 .00 56940.000 474.51 3.62 474.79 1475.58 2741.79 6630.50 27.71 .00 .00 4335.00 4415.00 .00 56940.000 479.38 8.49 479.54 2587.57 25509.79 9015.43 1674.79 .00 .00 4335.00 4415.00 .00 1 08AUG12 13:31:25 PAGE 24 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 25530.000 .00 .00 .00 434.40 12800.00 451.01 .00 451.44 6.28 5.26 2433.14 5105.79 25530.000 .00 .00 .00 434.40 18200.00 452.29 .00 452.99 9.33 6.70 2716.70 5957.31 25530.000 .00 .00 .00 434.40 20600.00 453.52 .00 454.25 9.06 6.86 3000.97 6843.65 25530.000 .00 .00 .00 434.40 36200.00 455.89 .00 457.48 16.69 10.12 3577.77 8860.49 25770.000 240.00 .00 .00 434.60 12800.00 451.29 .00 451.57 3.67 4.21 3038.09 6682.62 25770.000 240.00 .00 .00 434.60 18200.00 452.74 .00 453.18 5.33 5.34 3411.19 7884.46 25770.000 240.00 .00 .00 434.60 20600.00 453.97 .00 454.44 5.25 5.50 3742.11 8992.90 25770.000 240.00 .00 .00 434.60 36200.00 456.85 .00 457.83 8.99 7.95 4551.38 12075.56 * 26830.000 1010.00 .00 .00 436.30 13300.00 451.71 .00 452.16 8.35 5.40 2464.86 4602.21 26830.000 1010.00 .00 .00 436.30 18900.00 453.40 .00 453.94 10.17 6.07 3977.25 5927.09 26830.000 1010.00 .00 .00 436.30 21300.00 454.69 .00 455.09 7.89 5.48 5477.10 7583.05 26830.000 1010.00 .00 .00 436.30 36200.00 458.31 .00 458.61 5.80 5.15 10273.40 15029.79 Page 11 EFFECTMP.OH2 26880.000 50.00 .00 .00 436.20 13300.00 451.88 .00 452.21 6.74 4.62 2875.93 5122.77 26880.000 50.00 .00 .00 436.20 18900.00 453.51 .00 454.00 8.51 5.59 3378.64 6478.99 26880.000 50.00 .00 .00 436.20 21300.00 454.71 .00 455.17 7.62 5.53 4341.02 7717.00 26880.000 50.00 .00 .00 436.20 36200.00 458.55 .00 458.77 11.24 4.25 10017.14 10799.85 27165.000 284.00 .00 .00 436.10 13300.00 452.17 .00 452.40 7.00 4.73 4397.73 5028.57 27165.000 284.00 .00 .00 436.10 18900.00 454.03 .00 454.19 4.65 4.18 6830.90 8769.29 27165.000 284.00 .00 .00 436.10 21300.00 455.24 .00 455.35 3.89 3.07 8518.81 10794.94 * 27165.000 284.00 .00 .00 436.10 36200.00 458.80 .00 458.91 2.97 2.31 13788.93 20993.43 * 27449.000 284.00 .00 .00 435.60 13300.00 452.45 .00 452.54 3.08 2.61 5788.23 7572.46 27449.000 284.00 .00 .00 435.60 18900.00 454.21 .00 454.29 2.83 2.52 8109.07 11241.65 27449.000 284.00 .00 .00 435.60 21300.00 455.35 .00 455.43 2.48 1.99 9814.38 13531.77 27449.000 284.00 .00 .00 435.60 36200.00 458.88 .00 458.97 2.01 1.71 15747.87 25537.71 27748.000 299.00 .00 .00 435.20 13300.00 452.55 .00 452.62 2.69 2.49 6257.29 8104.71 27748.000 299.00 .00 .00 435.20 18900.00 454.29 .00 454.37 2.43 2.39 8657.44 12122.07 27748.000 299.00 .00 .00 435.20 21300.00 455.42 .00 455.49 1.97 2.13 10267.72 15167.97 27748.000 299.00 .00 .00 435.20 36200.00 458.93 .00 459.03 1.96 1.60 15662.89 25853.45 27992.000 244.00 .00 .00 435.60 13300.00 452.61 .00 452.70 2.47 2.87 6341.18 8456.04 27992.000 244.00 .00 .00 435.60 18900.00 454.35 .00 454.44 2.21 2.91 8574.51 12704.22 27992.000 244.00 .00 .00 435.60 21300.00 455.48 .00 455.55 2.26 2.32 10070.53 14159.87 27992.000 244.00 .00 .00 435.60 36200.00 458.99 .00 459.09 2.11 2.22 14983.22 24924.34 28168.000 176.00 .00 .00 436.60 13300.00 452.69 .00 452.74 1.83 2.05 7281.66 9820.41 28168.000 176.00 .00 .00 436.60 18900.00 454.42 .00 454.48 1.75 2.06 9422.91 14271.77 28168.000 176.00 .00 .00 436.60 21300.00 455.53 .00 455.59 1.50 1.88 10846.48 17409.68 28168.000 176.00 .00 .00 436.60 36200.00 459.04 .00 459.12 1.51 1.77 15731.42 29417.87 1 08AUG12 13:31:25 PAGE 25 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 28492.000 324.00 .00 .00 436.30 13300.00 452.74 .00 452.80 1.98 2.13 6873.19 9453.20 28492.000 324.00 .00 .00 436.30 18900.00 454.47 .00 454.54 1.93 2.16 8847.05 13592.46 28492.000 324.00 .00 .00 436.30 21300.00 455.57 .00 455.64 1.67 1.98 10160.06 16479.82 28492.000 324.00 .00 .00 436.30 36200.00 459.08 .00 459.18 1.72 1.87 14734.64 27630.93 28720.000 228.00 .00 .00 436.80 13300.00 452.80 .00 452.88 2.83 2.55 5951.54 7903.87 28720.000 228.00 .00 .00 436.80 18900.00 454.52 .00 454.61 2.72 2.59 7750.48 11463.76 28720.000 228.00 .00 .00 436.80 21300.00 455.62 .00 455.71 2.31 2.40 8935.39 14007.18 28720.000 228.00 .00 .00 436.80 36200.00 459.12 .00 459.25 2.32 2.37 12978.79 23754.98 * 28890.000 170.00 .00 .00 437.10 13300.00 452.80 .00 452.99 7.67 3.99 4363.35 4801.90 * 28890.000 170.00 .00 .00 437.10 18900.00 454.55 .00 454.71 6.34 3.71 6173.07 7508.99 * 28890.000 170.00 .00 .00 437.10 21300.00 455.65 .00 455.78 5.10 3.26 7339.11 9432.74 28890.000 170.00 .00 .00 437.10 36200.00 459.15 .00 459.32 4.35 2.94 11264.00 17350.80 29124.000 234.00 .00 .00 437.40 13300.00 452.85 .00 453.27 8.89 5.24 2711.07 4460.37 29124.000 234.00 .00 .00 437.40 18900.00 454.53 .00 455.00 9.12 5.74 4084.17 6256.93 29124.000 234.00 .00 .00 437.40 21300.00 455.70 .00 456.03 10.12 5.05 5207.67 6694.40 29124.000 234.00 .00 .00 437.40 36200.00 459.25 .00 459.51 7.83 4.60 8948.25 12935.28 29651.000 527.00 .00 .00 438.06 13300.00 453.50 .00 453.67 6.35 3.72 4370.48 5276.95 29651.000 527.00 .00 .00 438.06 18900.00 455.22 .00 455.39 6.14 3.73 5901.02 7627.35 29651.000 527.00 .00 .00 438.06 21300.00 456.24 .00 456.39 5.28 3.48 6900.58 9273.76 29651.000 527.00 .00 .00 438.06 36200.00 459.65 .00 459.81 4.98 3.18 11312.96 16220.84 29831.000 180.00 .00 .00 438.14 13300.00 453.65 .00 453.77 3.90 3.04 4795.23 6736.53 29831.000 180.00 .00 .00 438.14 18900.00 455.34 .00 455.49 4.10 3.23 6091.51 9330.22 29831.000 180.00 .00 .00 438.14 21300.00 456.33 .00 456.48 3.72 3.11 6925.88 11049.77 29831.000 180.00 .00 .00 438.14 36200.00 459.73 .00 459.89 3.84 3.15 11185.31 18476.99 * 30027.000 196.00 .00 .00 438.23 13300.00 453.68 .00 453.95 10.58 4.53 3312.54 4088.47 * 30027.000 196.00 .00 .00 438.23 18900.00 455.38 .00 455.69 11.92 4.78 4321.19 5474.12 * 30027.000 196.00 .00 .00 438.23 21300.00 456.38 .00 456.67 11.41 4.50 4970.55 6305.02 * 30027.000 196.00 .00 .00 438.23 36200.00 459.75 .00 460.11 11.44 4.64 7585.20 10702.76 30384.000 357.00 .00 .00 438.14 13300.00 453.95 .00 454.42 11.69 5.75 2469.73 3890.45 30384.000 357.00 .00 .00 438.14 18900.00 455.78 .00 456.35 21.58 6.22 3106.47 4068.82 30384.000 357.00 .00 .00 438.14 21300.00 456.74 .00 457.32 21.47 6.22 3499.60 4597.06 * 30384.000 357.00 .00 .00 438.14 36200.00 460.20 .00 460.84 28.80 6.79 5681.12 6745.37 30604.000 220.00 .00 .00 438.55 13300.00 454.33 .00 454.78 20.51 5.64 2533.29 2936.76 30604.000 220.00 .00 .00 438.55 18900.00 456.44 .00 456.87 19.46 5.57 3742.43 4284.92 30604.000 220.00 .00 .00 438.55 21300.00 457.42 .00 457.80 16.45 5.35 4497.97 5251.69 * 30604.000 220.00 .00 .00 438.55 36200.00 461.01 .00 461.34 12.63 5.23 8179.48 10184.77 * 30958.000 354.00 .00 .00 438.55 13300.00 454.95 .00 455.08 4.24 3.57 4879.68 6459.27 * 30958.000 354.00 .00 .00 438.55 18900.00 457.03 .00 457.14 4.03 2.57 6869.53 9420.19 * 30958.000 354.00 .00 .00 438.55 21300.00 457.93 .00 458.04 3.64 2.39 7850.71 11162.54 * 30958.000 354.00 .00 .00 438.55 36200.00 461.41 .00 461.55 3.37 2.19 12360.65 19714.85 1 08AUG12 13:31:25 PAGE 26 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 31335.000 377.00 .00 .00 438.55 13300.00 454.23 454.23 456.41 88.00 12.47 1231.77 1417.78 * 31335.000 377.00 .00 .00 438.55 18900.00 456.64 .00 457.81 50.89 10.10 2560.06 2649.28 * 31335.000 377.00 .00 .00 438.55 21300.00 457.83 .00 458.49 30.20 8.02 3733.31 3875.89 * 31335.000 377.00 .00 .00 438.55 36200.00 461.47 .00 461.82 13.21 5.45 7720.16 9959.58 * 32150.000 170.00 .00 .00 437.00 13300.00 456.60 .00 457.45 9.62 7.49 1924.65 4288.34 * 32150.000 170.00 .00 .00 437.00 18900.00 456.99 .00 458.60 17.86 10.31 2023.06 4472.34 32150.000 170.00 .00 .00 437.00 21300.00 457.91 .00 459.64 18.62 10.78 2287.90 4936.08 32150.000 170.00 .00 .00 437.00 36200.00 461.35 459.95 463.00 18.32 11.77 6031.40 8458.23 32200.000 50.00 463.60-999999.00 435.00 13300.00 456.50 .00 457.80 5.54 9.40 1510.25 5653.12 32200.000 50.00 463.60-999999.00 435.00 18900.00 456.80 .00 459.29 10.46 12.98 1556.98 5843.30 32200.000 50.00 463.60-999999.00 435.00 21300.00 457.71 .00 460.36 10.91 13.44 1703.79 6448.17 32200.000 50.00 463.60-999999.00 435.00 36200.00 460.56 .00 465.15 17.51 17.83 2221.51 8651.76 Page 12 EFFECTMP.OH2 32230.000 50.00 463.60-999999.00 435.00 13300.00 456.54 .00 457.84 5.49 9.37 1515.99 5676.41 32230.000 50.00 463.60-999999.00 435.00 18900.00 456.98 .00 459.38 10.06 12.76 1585.47 5959.83 32230.000 50.00 463.60-999999.00 435.00 21300.00 457.91 .00 460.46 10.45 13.20 1737.87 6590.11 * 32230.000 50.00 463.60-999999.00 435.00 36200.00 463.79 459.20 466.28 17.23 13.56 3447.82 8721.79 * 32250.000 1.00 .00 .00 437.00 9400.00 457.58 .00 457.93 6.31 4.84 2179.50 3743.31 32250.000 1.00 .00 .00 437.00 13200.00 459.11 .00 459.58 8.41 5.80 3053.35 4552.74 32250.000 1.00 .00 .00 437.00 14900.00 460.31 .00 460.68 6.99 5.45 4379.17 5637.62 * 32250.000 1.00 .00 .00 437.00 36200.00 466.42 .00 466.52 2.47 3.95 19441.05 23013.97 * 32305.000 55.00 .00 .00 437.70 9400.00 457.39 .00 458.11 31.07 7.22 1483.61 1686.46 * 32305.000 55.00 .00 .00 437.70 13200.00 458.94 .00 459.77 34.17 7.89 1935.94 2258.09 * 32305.000 55.00 .00 .00 437.70 14900.00 460.15 .00 460.85 27.71 7.36 2375.01 2830.75 32305.000 55.00 .00 .00 437.70 36200.00 466.45 .00 466.54 4.25 3.61 17805.18 17564.51 * 32725.000 420.00 .00 .00 438.20 9400.00 458.54 .00 458.71 6.86 3.89 3532.58 3587.78 * 32725.000 420.00 .00 .00 438.20 13200.00 460.23 .00 460.37 6.43 3.83 5301.66 5206.11 * 32725.000 420.00 .00 .00 438.20 14900.00 461.24 .00 461.35 5.10 3.32 6957.59 6597.42 * 32725.000 420.00 .00 .00 438.20 36200.00 466.62 .00 466.68 2.06 2.76 22589.42 25211.92 33145.000 420.00 .00 .00 438.40 9400.00 458.88 .00 459.05 10.18 3.31 2842.72 2946.54 33145.000 420.00 .00 .00 438.40 13200.00 460.51 .00 460.74 11.28 3.80 3473.41 3930.18 * 33145.000 420.00 .00 .00 438.40 14900.00 461.44 .00 461.67 10.66 3.85 3925.54 4564.62 33145.000 420.00 .00 .00 438.40 36200.00 466.70 .00 466.78 3.47 2.59 19239.26 19426.96 33470.000 325.00 .00 .00 439.00 9400.00 459.10 .00 459.38 8.54 4.29 2191.23 3216.86 33470.000 325.00 .00 .00 439.00 13200.00 460.79 .00 461.14 11.22 4.79 2855.17 3940.79 33470.000 325.00 .00 .00 439.00 14900.00 461.72 .00 462.06 11.14 4.71 3361.25 4464.33 33470.000 325.00 .00 .00 439.00 36200.00 466.78 .00 466.90 3.95 3.34 15137.55 18213.37 34260.000 790.00 .00 .00 438.80 9400.00 459.83 .00 459.95 5.88 2.83 3316.14 3876.19 34260.000 790.00 .00 .00 438.80 13200.00 461.66 .00 461.81 6.34 3.16 4171.45 5244.45 34260.000 790.00 .00 .00 438.80 14900.00 462.54 .00 462.70 5.92 3.18 4687.55 6124.94 34260.000 790.00 .00 .00 438.80 36200.00 467.04 .00 467.26 6.51 4.01 11130.10 14189.68 1 08AUG12 13:31:25 PAGE 27 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 34850.000 590.00 .00 .00 439.30 9400.00 460.00 .00 460.74 21.63 6.87 1367.48 2021.22 * 34850.000 590.00 .00 .00 439.30 13200.00 461.74 .00 462.78 29.89 8.16 1616.71 2414.58 * 34850.000 590.00 .00 .00 439.30 14900.00 462.56 .00 463.68 34.07 8.50 1752.68 2552.67 * 34850.000 590.00 .00 .00 439.30 36200.00 467.42 .00 467.91 17.05 7.10 8119.87 8766.89 34950.000 100.00 .00 .00 439.30 9400.00 460.23 .00 460.95 20.70 6.79 1384.91 2065.93 34950.000 100.00 .00 .00 439.30 13200.00 462.49 .00 463.07 20.74 6.56 2932.49 2898.38 * 34950.000 100.00 .00 .00 439.30 14900.00 463.65 .00 463.97 13.54 5.31 4624.61 4049.31 * 34950.000 100.00 .00 .00 439.30 36200.00 467.87 .00 468.05 6.75 4.68 12659.06 13937.03 * 35700.000 750.00 .00 .00 439.50 9400.00 461.58 .00 462.03 10.13 5.48 2090.27 2953.57 * 35700.000 750.00 .00 .00 439.50 13200.00 463.65 .00 463.96 7.24 5.11 4910.60 4906.59 * 35700.000 750.00 .00 .00 439.50 14900.00 464.39 .00 464.63 6.05 4.83 6243.85 6057.86 35700.000 750.00 .00 .00 439.50 36200.00 468.31 .00 468.49 5.14 5.15 14609.76 15972.03 * 36250.000 550.00 .00 .00 439.80 9400.00 462.13 .00 462.17 .77 1.45 5901.88 10690.19 * 36250.000 550.00 .00 .00 439.80 13200.00 464.03 .00 464.09 .90 1.73 7534.95 13943.31 * 36250.000 550.00 .00 .00 439.80 14900.00 464.69 .00 464.75 .95 1.84 8317.66 15263.00 * 36250.000 550.00 .00 .00 439.80 36200.00 468.50 .00 468.66 1.96 3.07 14876.16 25859.54 * 36970.000 720.00 .00 .00 440.00 10000.00 461.85 .00 462.51 24.39 6.93 1692.50 2024.88 * 36970.000 720.00 .00 .00 440.00 13800.00 463.87 .00 464.39 17.56 6.54 3243.59 3293.50 * 36970.000 720.00 .00 .00 440.00 15600.00 464.59 .00 465.03 15.28 6.31 4052.46 3990.67 * 36970.000 720.00 .00 .00 440.00 36200.00 468.60 .00 468.98 12.09 6.66 9390.33 10409.01 * 37600.000 630.00 .00 .00 440.00 10000.00 462.83 .00 462.96 3.09 3.26 4379.36 5685.74 * 37600.000 630.00 .00 .00 440.00 13800.00 464.61 .00 464.73 2.70 3.30 6403.44 8401.03 * 37600.000 630.00 .00 .00 440.00 15600.00 465.24 .00 465.35 2.68 3.38 7131.52 9537.82 * 37600.000 630.00 .00 .00 440.00 36200.00 469.11 .00 469.31 3.77 4.62 11980.46 18655.60 37800.000 200.00 .00 .00 440.00 10000.00 462.90 .00 463.00 2.68 2.58 4111.77 6112.40 37800.000 200.00 .00 .00 440.00 13800.00 464.65 .00 464.77 2.69 2.82 5774.70 8408.27 37800.000 200.00 .00 .00 440.00 15600.00 465.27 .00 465.39 2.76 2.94 6408.52 9389.17 37800.000 200.00 .00 .00 440.00 36200.00 469.13 .00 469.37 4.36 4.30 10661.19 17337.23 37990.000 190.00 .00 .00 441.00 10000.00 462.94 .00 463.10 3.98 3.31 3309.95 5009.90 37990.000 190.00 .00 .00 441.00 13800.00 464.69 .00 464.86 4.03 3.55 4673.40 6872.07 37990.000 190.00 .00 .00 441.00 15600.00 465.31 .00 465.49 4.15 3.67 5215.93 7659.03 37990.000 190.00 .00 .00 441.00 36200.00 469.19 .00 469.52 6.21 5.08 9288.81 14527.03 38050.000 60.00 .00 .00 441.00 10000.00 463.01 .00 463.12 2.72 2.75 3919.71 6060.71 38050.000 60.00 .00 .00 441.00 13800.00 464.76 .00 464.89 2.81 2.97 5348.77 8228.64 38050.000 60.00 .00 .00 441.00 15600.00 465.38 .00 465.51 2.92 3.08 5910.10 9122.38 38050.000 60.00 .00 .00 441.00 36200.00 469.28 .00 469.55 4.68 4.42 10127.09 16738.47 38200.000 150.00 .00 .00 441.00 10000.00 463.04 .00 463.18 4.69 3.40 3695.26 4617.78 38200.000 150.00 .00 .00 441.00 13800.00 464.80 .00 464.94 4.26 3.48 5342.21 6686.93 38200.000 150.00 .00 .00 441.00 15600.00 465.43 .00 465.57 4.23 3.56 5957.81 7583.44 38200.000 150.00 .00 .00 441.00 36200.00 469.40 .00 469.64 5.80 4.66 10420.29 15025.82 1 08AUG12 13:31:25 PAGE 28 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 38550.000 350.00 .00 .00 441.20 10000.00 463.21 .00 463.34 4.48 3.42 3924.74 4725.39 38550.000 350.00 .00 .00 441.20 13800.00 464.96 .00 465.09 4.12 3.37 5380.39 6796.44 38550.000 350.00 .00 .00 441.20 15600.00 465.58 .00 465.71 4.14 3.44 5921.58 7671.19 38550.000 350.00 .00 .00 441.20 36200.00 469.59 .00 469.83 5.41 4.69 10525.70 15563.15 39290.000 740.00 .00 .00 441.88 10000.00 463.58 .00 463.74 5.79 3.86 3635.21 4155.53 39290.000 740.00 .00 .00 441.88 13800.00 465.29 .00 465.47 5.46 4.06 4808.76 5906.68 39290.000 740.00 .00 .00 441.88 15600.00 465.91 .00 466.10 5.51 4.21 5243.84 6643.77 Page 13 EFFECTMP.OH2 39290.000 740.00 .00 .00 441.88 36200.00 470.01 .00 470.39 8.29 6.17 8130.26 12575.82 * 39440.000 150.00 .00 .00 442.00 10000.00 463.39 .00 464.27 20.58 7.54 1364.05 2204.16 * 39440.000 150.00 .00 .00 442.00 13800.00 465.00 .00 466.11 23.55 8.69 1941.61 2843.94 * 39440.000 150.00 .00 .00 442.00 15600.00 465.59 .00 466.78 24.53 9.12 2193.97 3149.46 * 39440.000 150.00 .00 .00 442.00 36200.00 469.55 .00 471.43 34.59 12.76 4334.55 6154.88 * 39490.000 50.00 .00 .00 442.00 10000.00 464.22 .00 464.51 8.73 4.37 2381.85 3384.46 * 39490.000 50.00 .00 .00 442.00 13800.00 466.06 .00 466.41 9.66 4.88 3064.10 4439.99 * 39490.000 50.00 .00 .00 442.00 15600.00 466.71 .00 467.10 10.28 5.13 3319.35 4865.31 * 39490.000 50.00 .00 .00 442.00 36200.00 470.99 .00 471.85 16.47 7.82 5202.60 8920.22 39540.000 50.00 .00 .00 442.00 9900.00 464.05 .00 464.79 16.65 6.96 1620.77 2426.30 39540.000 50.00 .00 .00 442.00 13700.00 465.92 .00 466.67 15.81 7.43 2586.21 3445.45 39540.000 50.00 .00 .00 442.00 15400.00 466.59 .00 467.34 15.45 7.57 2980.62 3918.24 39540.000 50.00 .00 .00 442.00 36200.00 471.03 .00 471.98 17.98 9.69 6000.53 8536.57 39940.000 400.00 .00 .00 442.00 9900.00 464.70 .00 465.39 13.04 6.98 1807.59 2741.07 39940.000 400.00 .00 .00 442.00 13700.00 466.57 .00 467.26 12.80 7.44 2837.16 3829.90 39940.000 400.00 .00 .00 442.00 15400.00 467.24 .00 467.92 12.59 7.56 3249.68 4339.40 39940.000 400.00 .00 .00 442.00 36200.00 471.83 .00 472.67 15.21 9.62 6322.68 9280.86 40650.000 700.00 .00 .00 440.00 6600.00 465.78 .00 466.07 6.18 4.52 1896.15 2655.56 40650.000 700.00 .00 .00 440.00 9100.00 467.65 .00 467.90 5.57 4.63 3203.39 3857.05 40650.000 700.00 .00 .00 440.00 10200.00 468.30 .00 468.54 5.28 4.63 3736.11 4438.21 40650.000 700.00 .00 .00 440.00 36200.00 473.10 .00 473.60 10.81 7.76 8184.51 11010.05 48000.000 7350.00 .00 .00 445.60 5300.00 468.74 .00 468.83 2.71 2.97 3398.47 3217.01 48000.000 7350.00 .00 .00 445.60 8000.00 470.19 .00 470.27 2.62 3.11 5452.85 4942.44 48000.000 7350.00 .00 .00 445.60 9800.00 470.77 .00 470.86 2.83 3.31 6341.73 5826.74 * 48000.000 7350.00 .00 .00 445.60 36200.00 476.46 .00 476.57 3.35 4.37 15757.70 19773.15 51350.000 3350.00 .00 .00 446.50 4000.00 469.51 .00 469.58 1.72 2.23 2106.15 3051.74 * 51350.000 3350.00 .00 .00 446.50 7000.00 471.35 .00 471.42 4.51 2.35 4064.46 3295.71 51350.000 3350.00 .00 .00 446.50 9400.00 472.03 .00 472.11 4.83 2.61 5035.44 4277.00 51350.000 3350.00 .00 .00 446.50 36200.00 477.64 .00 477.73 3.16 3.12 17230.04 20359.62 53350.000 2000.00 .00 .00 448.00 4000.00 469.79 .00 469.85 1.06 2.07 2360.43 3893.07 * 53350.000 2000.00 .00 .00 448.00 7000.00 471.83 .00 471.92 1.69 2.84 4024.30 5386.51 * 53350.000 2000.00 .00 .00 448.00 9400.00 472.59 .00 472.71 2.15 3.29 5361.10 6416.45 * 53350.000 2000.00 .00 .00 448.00 36200.00 478.04 .00 478.10 1.49 3.25 26206.98 29658.97 1 08AUG12 13:31:25 PAGE 29 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 55590.000 2240.00 .00 .00 452.40 4000.00 470.14 .00 470.38 6.60 3.96 1010.58 1556.43 * 55590.000 2240.00 .00 .00 452.40 7000.00 472.34 .00 472.77 10.08 5.42 1915.59 2204.72 * 55590.000 2240.00 .00 .00 452.40 9400.00 473.26 .00 473.69 10.56 5.80 3113.74 2892.29 * 55590.000 2240.00 .00 .00 452.40 36200.00 478.52 .00 478.74 7.61 6.07 13347.53 13120.65 56940.000 1350.00 .00 .00 449.00 4000.00 470.89 .00 471.07 4.04 3.55 1301.57 1988.92 56940.000 1350.00 .00 .00 449.00 7000.00 473.52 .00 473.79 5.84 4.58 2253.92 2897.00 56940.000 1350.00 .00 .00 449.00 9400.00 474.51 .00 474.79 6.66 5.05 3400.94 3642.67 56940.000 1350.00 .00 .00 449.00 36200.00 479.38 .00 479.54 5.17 5.30 15006.39 15919.90 1 08AUG12 13:31:25 PAGE 30 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 25530.000 12800.00 451.01 .00 .00 .00 216.69 .00 25530.000 18200.00 452.29 1.28 .00 .00 226.37 .00 25530.000 20600.00 453.52 1.23 .00 .00 235.67 .00 25530.000 36200.00 455.89 2.37 .00 .00 248.00 .00 25770.000 12800.00 451.29 .00 .28 .00 253.17 240.00 25770.000 18200.00 452.74 1.44 .45 .00 263.69 240.00 25770.000 20600.00 453.97 1.23 .45 .00 272.69 240.00 25770.000 36200.00 456.85 2.88 .96 .00 285.00 240.00 * 26830.000 13300.00 451.71 .00 .42 .00 256.77 1010.00 26830.000 18900.00 453.40 1.69 .66 .00 1104.81 1010.00 26830.000 21300.00 454.69 1.29 .72 .00 1199.25 1010.00 26830.000 36200.00 458.31 3.62 1.46 .00 1516.80 1010.00 26880.000 13300.00 451.88 .00 .17 .00 292.57 50.00 26880.000 18900.00 453.51 1.63 .12 .00 322.64 50.00 26880.000 21300.00 454.71 1.20 .02 .00 1173.21 50.00 26880.000 36200.00 458.55 3.84 .24 .00 1710.09 50.00 27165.000 13300.00 452.17 .00 .29 .00 1255.42 284.00 27165.000 18900.00 454.03 1.86 .52 .00 1362.34 284.00 27165.000 21300.00 455.24 1.21 .53 .00 1418.55 284.00 * 27165.000 36200.00 458.80 3.56 .25 .00 1604.14 284.00 * 27449.000 13300.00 452.45 .00 .28 .00 1170.49 284.00 27449.000 18900.00 454.21 1.76 .18 .00 1417.15 284.00 27449.000 21300.00 455.35 1.15 .11 .00 1551.59 284.00 27449.000 36200.00 458.88 3.53 .08 .00 1740.59 284.00 27748.000 13300.00 452.55 .00 .09 .00 1345.54 299.00 27748.000 18900.00 454.29 1.75 .08 .00 1404.20 299.00 27748.000 21300.00 455.42 1.13 .07 .00 1445.81 299.00 27748.000 36200.00 458.93 3.51 .05 .00 1691.04 299.00 27992.000 13300.00 452.61 .00 .06 .00 1257.10 244.00 27992.000 18900.00 454.35 1.74 .05 .00 1310.22 244.00 Page 14 EFFECTMP.OH2 27992.000 21300.00 455.48 1.13 .06 .00 1344.42 244.00 27992.000 36200.00 458.99 3.51 .06 .00 1468.71 244.00 28168.000 13300.00 452.69 .00 .08 .00 1210.32 176.00 28168.000 18900.00 454.42 1.73 .07 .00 1269.55 176.00 28168.000 21300.00 455.53 1.11 .05 .00 1313.08 176.00 28168.000 36200.00 459.04 3.51 .04 .00 1463.68 176.00 1 08AUG12 13:31:25 PAGE 31 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 28492.000 13300.00 452.74 .00 .06 .00 1114.02 324.00 28492.000 18900.00 454.47 1.72 .05 .00 1177.01 324.00 28492.000 21300.00 455.57 1.10 .04 .00 1220.21 324.00 28492.000 36200.00 459.08 3.50 .04 .00 1372.92 324.00 28720.000 13300.00 452.80 .00 .05 .00 1024.32 228.00 28720.000 18900.00 454.52 1.72 .05 .00 1064.62 228.00 28720.000 21300.00 455.62 1.10 .05 .00 1095.73 228.00 28720.000 36200.00 459.12 3.50 .04 .00 1217.36 228.00 * 28890.000 13300.00 452.80 .00 .01 .00 1019.57 170.00 * 28890.000 18900.00 454.55 1.74 .03 .00 1049.40 170.00 * 28890.000 21300.00 455.65 1.10 .03 .00 1077.65 170.00 28890.000 36200.00 459.15 3.51 .03 .00 1172.57 170.00 29124.000 13300.00 452.85 .00 .05 .00 540.02 234.00 29124.000 18900.00 454.53 1.68 -.01 .00 945.77 234.00 29124.000 21300.00 455.70 1.17 .06 .00 984.06 234.00 29124.000 36200.00 459.25 3.54 .09 .00 1166.19 234.00 29651.000 13300.00 453.50 .00 .65 .00 841.65 527.00 29651.000 18900.00 455.22 1.72 .69 .00 942.76 527.00 29651.000 21300.00 456.24 1.02 .54 .00 1020.00 527.00 29651.000 36200.00 459.65 3.41 .41 .00 1597.87 527.00 29831.000 13300.00 453.65 .00 .15 .00 727.21 180.00 29831.000 18900.00 455.34 1.69 .12 .00 825.86 180.00 29831.000 21300.00 456.33 .99 .09 .00 857.57 180.00 29831.000 36200.00 459.73 3.40 .08 .00 1561.92 180.00 * 30027.000 13300.00 453.68 .00 .03 .00 555.16 196.00 * 30027.000 18900.00 455.38 1.71 .04 .00 627.76 196.00 * 30027.000 21300.00 456.38 .99 .05 .00 680.98 196.00 * 30027.000 36200.00 459.75 3.38 .02 .00 965.40 196.00 30384.000 13300.00 453.95 .00 .27 .00 325.16 357.00 30384.000 18900.00 455.78 1.83 .39 .00 384.19 357.00 30384.000 21300.00 456.74 .97 .37 .00 429.26 357.00 * 30384.000 36200.00 460.20 3.45 .44 .00 1011.48 357.00 30604.000 13300.00 454.33 .00 .38 .00 447.02 220.00 30604.000 18900.00 456.44 2.12 .67 .00 721.55 220.00 30604.000 21300.00 457.42 .98 .68 .00 825.02 220.00 * 30604.000 36200.00 461.01 3.59 .81 .00 1381.00 220.00 * 30958.000 13300.00 454.95 .00 .62 .00 831.58 354.00 * 30958.000 18900.00 457.03 2.07 .58 .00 1035.29 354.00 * 30958.000 21300.00 457.93 .90 .51 .00 1140.63 354.00 * 30958.000 36200.00 461.41 3.48 .40 .00 1421.05 354.00 1 08AUG12 13:31:25 PAGE 32 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 31335.000 13300.00 454.23 .00 -.72 .00 332.36 377.00 * 31335.000 18900.00 456.64 2.41 -.38 .00 953.24 377.00 * 31335.000 21300.00 457.83 1.19 -.10 .00 1022.21 377.00 * 31335.000 36200.00 461.47 3.64 .06 .00 1156.00 377.00 * 32150.000 13300.00 456.60 .00 2.36 .00 242.69 170.00 * 32150.000 18900.00 456.99 .40 .35 .00 253.67 170.00 32150.000 21300.00 457.91 .92 .08 .00 375.99 170.00 32150.000 36200.00 461.35 3.44 -.12 .00 2053.18 170.00 32200.000 13300.00 456.50 .00 -.10 .00 153.82 50.00 32200.000 18900.00 456.80 .30 -.20 .00 156.84 50.00 32200.000 21300.00 457.71 .91 -.21 .00 165.96 50.00 32200.000 36200.00 460.56 2.85 -.79 .00 202.51 50.00 32230.000 13300.00 456.54 .00 .04 .00 154.20 50.00 32230.000 18900.00 456.98 .44 .18 .00 158.65 50.00 32230.000 21300.00 457.91 .93 .20 .00 168.00 50.00 * 32230.000 36200.00 463.79 5.88 3.23 .00 823.63 50.00 * 32250.000 9400.00 457.58 .00 1.05 .00 290.55 1.00 32250.000 13200.00 459.11 1.52 2.13 .00 951.58 1.00 32250.000 14900.00 460.31 1.20 2.40 .00 1263.17 1.00 * 32250.000 36200.00 466.42 6.11 2.63 .00 2913.10 1.00 * 32305.000 9400.00 457.39 .00 -.19 .00 264.81 55.00 * 32305.000 13200.00 458.94 1.55 -.17 .00 320.89 55.00 * 32305.000 14900.00 460.15 1.21 -.16 .00 506.02 55.00 32305.000 36200.00 466.45 6.30 .03 .00 3881.69 55.00 * 32725.000 9400.00 458.54 .00 1.15 .00 721.03 420.00 * 32725.000 13200.00 460.23 1.69 1.29 .00 1427.19 420.00 * 32725.000 14900.00 461.24 1.01 1.10 .00 2160.90 420.00 * 32725.000 36200.00 466.62 5.38 .18 .00 3912.75 420.00 33145.000 9400.00 458.88 .00 .34 .00 372.01 420.00 Page 15 EFFECTMP.OH2 33145.000 13200.00 460.51 1.63 .28 .00 401.68 420.00 * 33145.000 14900.00 461.44 .93 .20 .00 500.04 420.00 33145.000 36200.00 466.70 5.27 .08 .00 3714.41 420.00 33470.000 9400.00 459.10 .00 .22 .00 296.32 325.00 33470.000 13200.00 460.79 1.69 .27 .00 517.61 325.00 33470.000 14900.00 461.72 .93 .28 .00 559.63 325.00 33470.000 36200.00 466.78 5.06 .08 .00 2537.00 325.00 34260.000 9400.00 459.83 .00 .73 .00 420.45 790.00 34260.000 13200.00 461.66 1.83 .87 .00 568.51 790.00 34260.000 14900.00 462.54 .89 .82 .00 596.93 790.00 34260.000 36200.00 467.04 4.50 .26 .00 1845.00 790.00 1 08AUG12 13:31:25 PAGE 33 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 34850.000 9400.00 460.00 .00 .17 .00 132.05 590.00 * 34850.000 13200.00 461.74 1.74 .09 .00 155.47 590.00 * 34850.000 14900.00 462.56 .82 .02 .00 176.52 590.00 * 34850.000 36200.00 467.42 4.85 .38 .00 1575.00 590.00 34950.000 9400.00 460.23 .00 .23 .00 131.76 100.00 34950.000 13200.00 462.49 2.25 .75 .00 1172.02 100.00 * 34950.000 14900.00 463.65 1.16 1.09 .00 1702.77 100.00 * 34950.000 36200.00 467.87 4.22 .46 .00 1955.00 100.00 * 35700.000 9400.00 461.58 .00 1.34 .00 667.16 750.00 * 35700.000 13200.00 463.65 2.07 1.16 .00 1740.21 750.00 * 35700.000 14900.00 464.39 .74 .73 .00 1863.13 750.00 35700.000 36200.00 468.31 3.92 .44 .00 2508.35 750.00 * 36250.000 9400.00 462.13 .00 .55 .00 724.58 550.00 * 36250.000 13200.00 464.03 1.90 .38 .00 1008.18 550.00 * 36250.000 14900.00 464.69 .66 .30 .00 1361.70 550.00 * 36250.000 36200.00 468.50 3.81 .19 .00 2437.57 550.00 * 36970.000 10000.00 461.85 .00 -.28 .00 275.16 720.00 * 36970.000 13800.00 463.87 2.03 -.15 .00 1026.83 720.00 * 36970.000 15600.00 464.59 .72 -.10 .00 1239.68 720.00 * 36970.000 36200.00 468.60 4.01 .10 .00 1461.16 720.00 * 37600.000 10000.00 462.83 .00 .98 .00 1072.09 630.00 * 37600.000 13800.00 464.61 1.79 .74 .00 1169.22 630.00 * 37600.000 15600.00 465.24 .62 .65 .00 1178.52 630.00 * 37600.000 36200.00 469.11 3.87 .51 .00 1403.14 630.00 37800.000 10000.00 462.90 .00 .07 .00 850.91 200.00 37800.000 13800.00 464.65 1.75 .04 .00 1021.34 200.00 37800.000 15600.00 465.27 .62 .03 .00 1036.73 200.00 37800.000 36200.00 469.13 3.86 .02 .00 1246.26 200.00 37990.000 10000.00 462.94 .00 .04 .00 687.36 190.00 37990.000 13800.00 464.69 1.76 .04 .00 855.33 190.00 37990.000 15600.00 465.31 .62 .04 .00 904.65 190.00 37990.000 36200.00 469.19 3.88 .06 .00 1193.82 190.00 38050.000 10000.00 463.01 .00 .07 .00 743.05 60.00 38050.000 13800.00 464.76 1.75 .07 .00 885.82 60.00 38050.000 15600.00 465.38 .62 .07 .00 935.14 60.00 38050.000 36200.00 469.28 3.91 .09 .00 1220.64 60.00 38200.000 10000.00 463.04 .00 .03 .00 845.40 150.00 38200.000 13800.00 464.80 1.77 .04 .00 987.32 150.00 38200.000 15600.00 465.43 .62 .05 .00 1004.32 150.00 38200.000 36200.00 469.40 3.97 .11 .00 1267.92 150.00 1 08AUG12 13:31:25 PAGE 34 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 38550.000 10000.00 463.21 .00 .17 .00 798.42 350.00 38550.000 13800.00 464.96 1.75 .16 .00 863.60 350.00 38550.000 15600.00 465.58 .62 .15 .00 885.26 350.00 38550.000 36200.00 469.59 4.01 .19 .00 1264.32 350.00 39290.000 10000.00 463.58 .00 .37 .00 615.27 740.00 39290.000 13800.00 465.29 1.72 .33 1.72 704.00 740.00 39290.000 15600.00 465.91 .62 .33 2.33 704.00 740.00 39290.000 36200.00 470.01 4.10 .42 6.43 704.00 740.00 * 39440.000 10000.00 463.39 .00 -.19 .00 253.73 150.00 * 39440.000 13800.00 465.00 1.61 -.29 1.61 411.68 150.00 * 39440.000 15600.00 465.59 .59 -.32 2.20 443.17 150.00 * 39440.000 36200.00 469.55 3.96 -.46 6.16 593.00 150.00 * 39490.000 10000.00 464.22 .00 .83 .00 349.87 50.00 * 39490.000 13800.00 466.06 1.84 1.05 1.84 389.97 50.00 * 39490.000 15600.00 466.71 .65 1.11 2.49 403.95 50.00 * 39490.000 36200.00 470.99 4.28 1.44 6.77 478.55 50.00 39540.000 9900.00 464.05 .00 -.16 .00 467.92 50.00 39540.000 13700.00 465.92 1.86 -.14 1.86 567.39 50.00 39540.000 15400.00 466.59 .67 -.12 2.54 603.32 50.00 39540.000 36200.00 471.03 4.44 .04 6.98 700.00 50.00 39940.000 9900.00 464.70 .00 .64 .00 497.72 400.00 39940.000 13700.00 466.57 1.87 .65 1.87 609.96 400.00 39940.000 15400.00 467.24 .67 .65 2.54 617.80 400.00 39940.000 36200.00 471.83 4.59 .80 7.13 796.37 400.00 Page 16 EFFECTMP.OH2 40650.000 6600.00 465.78 .00 1.09 .00 582.50 700.00 40650.000 9100.00 467.65 1.86 1.08 1.86 790.91 700.00 40650.000 10200.00 468.30 .66 1.06 2.52 830.51 700.00 40650.000 36200.00 473.10 4.80 1.28 7.32 1035.87 700.00 48000.000 5300.00 468.74 .00 2.96 .00 1286.98 7350.00 48000.000 8000.00 470.19 1.45 2.54 1.45 1490.60 7350.00 48000.000 9800.00 470.77 .59 2.47 2.03 1546.92 7350.00 * 48000.000 36200.00 476.46 5.68 3.35 7.72 1778.86 7350.00 51350.000 4000.00 469.51 .00 .77 .00 653.32 3350.00 * 51350.000 7000.00 471.35 1.84 1.16 1.84 1384.47 3350.00 51350.000 9400.00 472.03 .69 1.26 2.53 1441.45 3350.00 51350.000 36200.00 477.64 5.60 1.18 8.13 2462.77 3350.00 53350.000 4000.00 469.79 .00 .28 .00 330.80 2000.00 * 53350.000 7000.00 471.83 2.04 .48 2.04 1397.48 2000.00 * 53350.000 9400.00 472.59 .77 .56 2.80 2214.81 2000.00 * 53350.000 36200.00 478.04 5.45 .41 8.26 4234.34 2000.00 1 08AUG12 13:31:25 PAGE 35 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 55590.000 4000.00 470.14 .00 .35 .00 88.80 2240.00 * 55590.000 7000.00 472.34 2.20 .51 2.20 1170.48 2240.00 * 55590.000 9400.00 473.26 .92 .67 3.13 1416.06 2240.00 * 55590.000 36200.00 478.52 5.25 .47 8.38 2314.02 2240.00 56940.000 4000.00 470.89 .00 .75 .00 169.99 1350.00 56940.000 7000.00 473.52 2.63 1.18 2.63 878.98 1350.00 56940.000 9400.00 474.51 .98 1.24 3.62 1475.58 1350.00 56940.000 36200.00 479.38 4.88 .86 8.49 2587.57 1350.00 1 08AUG12 13:31:25 PAGE 36 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 26830.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27165.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27449.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28890.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28890.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28890.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30027.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30027.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30027.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30027.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30384.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30604.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30958.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30958.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30958.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30958.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 31335.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 31335.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 31335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31335.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31335.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32150.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32150.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 32230.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 32250.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32250.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32305.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32305.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32305.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32725.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32725.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32725.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32725.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 33145.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 08AUG12 13:31:25 PAGE 37 WARNING SECNO= 34850.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34950.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34950.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Page 17 EFFECTMP.OH2 WARNING SECNO= 35700.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39490.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39490.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39490.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39490.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48000.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 51350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 53350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 53350.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 53350.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Page 18 EFFECTFW.OH2 1******************************************** *************************************** * 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 08AUG12 TIME 13:31:11 * * (916) 756-1104 * ******************************************** *************************************** X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 1 08AUG12 13:31:11 PAGE 1 THIS RUN EXECUTED 08AUG12 13:31:11 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* T1 DENTON CREEK - MANSIONS BY LAKE AS-BUILT - DAI/RES 12/98, MBJ/BMS 6/99 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS W/ FLOODWAY T3 DENTON CREEK, TEXAS FILE: "ASBLTFW2.IH2" J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 0 0 0 0 453.5205 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 115 150 200 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 34850 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268+80 THROUGH 313+35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. QT 8 20600 20600 20600 20600 20600 20600 20600 20600 NC .055 .055 .035 .1 .3 ET 2494. 2742. 2.1 7.1 2494. 2743. X1 25530 45 2495.2 2742.67 700 560 700 GR 469.5 500 460.5 600 455.6 700 452.9 800 450.4 900 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2400 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 2670 GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 3020 456.8 3100 GR 457.8 3240 457.8 3315 457.8 3395 457.2 3540 455.9 3620 GR 456.9 3680 458.0 3825 458.4 3905 458.7 4000 457.7 4100 GR 457 4200 456.5 4300 455.1 4400 454.9 4500 453.8 4600 ET 2495 2780 2.1 7.1 2495 2780 0 X1 25770 40 2495.2 2780 240 240 240 GR 469.5 500 460.5 600 455.6 700 452.9 800 450.4 900 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2400 GR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 1 08AUG12 13:31:11 PAGE 2 GR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 457.8 3230 GR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 457.1 3515 GR 457.1 3540 456 3555 456 3590 459.6 3600 457.7 4360 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 .055 NH 5200 NOTE: GR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY-DAVIS FIS UPDATE CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AHHA. ET 2619. 5200. 2.1 7.1 2619.58 3200. X1 26830 42 2619.58 3100 1030 960 1010 GR 464.9 550 461.9 600 459.1 700 455.9 800 452.9 900 GR 451.7 1000 451.3 1100 451.2 1200 450.9 1300 451.1 1400 GR 452.8 1500 452.8 1600 452.4 1700 453.2 1800 453.1 1900 GR 453.3 2000 454.2 2100 454.4 2200 455.3 2300 456 2400 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 2702 436.74 2738 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 3005 436.3 3027 GR 436.5 3062 452 3100 454 3200 452 3230 452 3290 GR 452.0 3500 452 3650 452.0 3920 456.3 4000 460 4250 Page 1 EFFECTFW.OH2 GR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268+80 THRU 313+35 FROM PROPOSED GRADING PLAN FOR THE COPPELL COMMUNITY PARK. AHHA. NOTE: SECTIONS 268+80 THROUGH 313+35 R.O.B. FLOODWAY SET AT 100 YEAR CWSEL END STATION BEGIN PROPOSED PARK IMPROVEMENTS NH 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 1521.0 .07 NH 1634.0 .045 2761.0 ET 7.1 1012.0 2668.71 X1 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 1113.0 436.76 1188.0 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 1634.0 456.0 1666.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 453.8 2084.0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 2658.0 ET 7.1 985.0 2610.10 X1 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 1137.0 GR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 459.0 1308.0 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 453.0 1420.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 1808.0 448.5 1909.0 GR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 450.0 2460.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 1 08AUG12 13:31:11 PAGE 3 NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 ET 7.1 1014.0 2736.39 X1 27449 39.0 1014.0 1534.0 240 248 284 GR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 GR 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 GR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 GR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 GR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION FIS SECTION 280+80 'n' VALUE LOWERED FOR PROPOSED CONDS. THRU LAKE EXPANSION AREA NH 8 .05 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 ET 7.1 1071.0 2767.54 X1 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 GR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 1371.0 459.0 1426.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 GR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 2789.0 'n' VALUE LOWERED THRU LAKE EXPANSION AREA NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 ET 7.1 1041.0 2589.88 X1 27992 42.0 1041.0 1543.0 213 309 244 GR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 GR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 GR 455.0 2587.0 460.0 2617.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 NH 2496.0 ET 7.1 1021.0 2470.91 X1 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 GR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 1 08AUG12 13:31:11 PAGE 4 GR 446.6 2297.0 448.0 2319.0 449.0 2339.0 450.0 2384.0 451.0 2437.0 GR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIS SECTION 288+70 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 8 .05 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 NH 1605.0 .040 1842.0 .035 2384.0 .040 2599.0 ET 7.1 1215.0 2578.64 X1 28492 32.0 1215.0 1605.0 406 307 324 GR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 Page 2 EFFECTFW.OH2 GR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 GR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 GR 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 GR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 GR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 GR 455.0 2576.0 460.0 2599.0 NH 10 .05 1321.0 .04 1537.0 .065 1576.0 .04 1643.0 .07 NH 1689.0 .040 1830.0 .035 1945.0 .040 2150.0 .035 2350.0 .04 NH 2543.0 ET 7.1 1280.0 2516.67 X1 28720 40.0 1280.0 1689.0 173 338 228 GR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 GR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 GR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 GR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 GR 450.0 1746.0 449.0 1758.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 GR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 GR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 GR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 NH 6 .05 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 NH 1699.0 .040 2703.0 ET 2526 2.1 7.1 1289.0 2526.00 X1 28890 45.0 1289.0 1696.0 153 194 170 GR 462.0 1289.0 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 GR 437.71 1433.0 450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 GR 459.0 1564.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 GR 437.1 1637.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 GR 460.0 1709.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 GR 448.0 1802.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 GR 450.0 2253.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 GR 451.0 2457.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 GR 456.5 2555.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 APPROXIMATE LOCATION FIS SECTION 296+10 NH 4 .05 1318.0 .04 1542.0 .07 1654.0 .040 2490.0 ET 7.1 1264.0 2359.22 X1 29124 29 1264.0 1620.0 161 337 234 GR 462.0 1264.0 460.0 1272.0 455.0 1293.0 450.0 1318.0 437.83 1367.0 GR 437.83 1409.0 449.5 1456.0 437.4 1488.0 437.6 1512.0 450.0 1542.0 GR 455.0 1577.0 459.0 1620.0 459.0 1654.0 455.0 1673.0 451.0 1693.0 GR 450.5 1705.0 451.0 1715.0 452.0 1755.0 453.0 1846.0 453.8 2015.0 GR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 453.0 2333.0 1 08AUG12 13:31:11 PAGE 5 GR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 NH 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 ET 7.1 1168.0 2590.89 X1 29651 48.0 1168.0 1615.0 600 404 527 GR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 GR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 GR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 GR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 GR 455.0 1625.0 450.0 1670.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 GR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 GR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 GR 457.0 2558.0 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 GR 459.0 2604.0 459.0 2772.0 460.0 2777.0 NH 10 .05 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 NH 1654.0 .040 1770.0 .035 2090.0 .045 2396.0 .075 2434.0 .045 NH 2771.0 ET 7.1 1147.0 2421.32 X1 29831 47 1147.0 1570.0 171 197 180 GR 462.0 1147.0 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 GR 438.14 1296.0 450.0 1343.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 GR 460.0 1421.0 459.0 1444.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 GR 439.3 1518.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 GR 459.8 1586.0 455.0 1607.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 GR 449.0 1735.0 447.9 1770.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 GR 457.0 2139.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 GR 458.0 2388.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 GR 459.0 2434.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 GR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION FIS SECTION 305+70 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 ET 7.1 1128.0 2140.64 X1 30027 34 1128.0 1525.0 148 299 196 GR 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 GR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 GR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 GR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 GR 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 GR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 GR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 NH 9 .05 1095.0 .04 1225.0 .065 1320.0 .04 1377.0 .07 NH 1668.0 .045 1694.0 .07 1951.0 .045 1977.0 .07 2150.0 ET 7.1 1045.0 1994.78 1 08AUG12 13:31:11 PAGE 6 X1 30384 46.0 1045.0 1447.0 371 410 357 GR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.14 1142.0 GR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 GR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 Page 3 EFFECTFW.OH2 GR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 GR 460.0 1504.0 460.0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 GR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 GR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 GR 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 GR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 GR 460.0 2150.0 APPROXIMATE LOCATION FIS SECTION 312+30 NH 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 NH 1469 .045 1496 .07 1601 .040 1831 .045 1895 0.07 NH 2395 ET 7.1 1014 2149.69 X1 30604 49 1014 1350 269 319 220 GR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 GR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 GR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 GR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 GR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 GR 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 GR 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 GR 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 GR 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 GR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 NH 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 NH 2157 .0450 2173 .0700 2504.0 ET 7.1 1048.0 2300.64 X1 30958 33 1048.0 1285.0 303 302 354 GR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 GR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 GR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 GR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 GR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 GR 457.0 2232.0 459.0 2380.0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 NH 2103.0 .0450 2124.0 .0700 2193.0 ET 7.1 1037.0 2171.32 X1 31335 32 1037.0 1204.0 377 344 377 GR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 GR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 GR 460.0 2180.0 461.0 2193.0 END AHH CROSS SECTION 1 08AUG12 13:31:11 PAGE 7 CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. NC .055 .055 .035 .5 .7 ET 3040. 6180. 2.1 7.1 3040. 4400. X1 32150 40 3400 3525 160 180 170 GR 470 1000 461 1600 461 1800 458 2000 459 2100 GR 457 2200 457 2220 459 2320 456.5 2620 455 2640 GR 457 2650 456.5 2680 459 2900 459 3100 460 3200 GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 GR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GR 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720 GR 461 5110 462 5200 462 5460 464 5800 470 6180 NC 0.055 0.055 0.015 0.0 0.0 0. 0. 0. 0. 0. NH 5. .055 3390.5 .015 3539.5 .055 4366. .02 4411. .05 NH 5734. ET 0. 3050. 6260. 2.1 7.1 3050. 4440. 0. 0. X1 32200. 62. 3390.5 3539.5 50. 50. 50. 0. 0. 0. BT -9. 3380. 465. 463. 3552. 465. 463. 3600. 466. BT 3740. 464. 3880. 463.6 3960. 464. BT 4190. 466. 4340. 466.9 465.4 4411. 466.8 465.4 GR 472. 900. 467. 1310. 462. 1700. 460.5 2000. 461.5 2200. GR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430. 459.5 2520. GR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000. 462. 3280. GR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425. 446.5 3432. GR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455. 435. 3475. GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498. 450.0 3505. GR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600. 464. 3740. GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. 465.4 4340. GR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366. GR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397. GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411. 466.8 4434. GR 465.7 4534. 465.1 4634. 464. 4734. 463.2 4834. 463.5 4934. GR 464.4 5014. 466. 5734. ET 0. 3050. 6260. 2.1 7.1 3050. 4440. 0. 0. X1 32230. 0. 0. 0. 50. 50. 50. 0. 0. 0. X2 0. 0. 0. 1. QT 8. 14900. 14900. 14900. 14900. 14900. 14900. 14900. 14900. NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. 0. 0. ET 0. 3040. 6180. 2.1 7.1 3040. 4400. 0. 0. X1 32250. 41. 3400. 3525. 1. 1. 1. GR 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100. GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620. 455. 2640. GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200. GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. GR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525. Page 4 EFFECTFW.OH2 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. 1 08AUG12 13:31:11 PAGE 8 GR 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800. GR 470. 6180. 0. 0. 0. 0. 0. 0. 0. 0. NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. ET 0. 0.0 0.0 0.0 7.1 1825. 3316. X1 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NH 3840. 0.050 3960. ET 0. 0.0 0.0 0.0 7.1 1634. 3632. X1 32725. 53. 1940. 2150. 380. 520. 420. GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285. GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885. GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. GR 464. 3875. 465. 3890. 470. 3960. QT 8. 14900. 14900. 14900. 14900. 14900. 14900. 14900. 14900. NH 5. 0.050 1305.9 0.055 1420.6 0.060 1752. 0.045 1960. 0.055 NH 3560. ET 0. 0.0 0.0 0.0 7.1 1390. 1960. X1 33145. 42. 1390. 1960. 385. 290. 420. X3 10. GR 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. GR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 GR 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. GR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. GR 450. 1825. 445. 1835. 440. 1848. 439. 1852. 438.4 1862. GR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. GR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. GR 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. GR 462. 3510. 470. 3560. 1 08AUG12 13:31:11 PAGE 9 NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 2537. ET 0. 0.0 0.0 0.0 7.1 1135. 1603. X1 33470. 43. 1135. 1603. 315. 260. 325. X3 10. GR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. GR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1628. GR 456.2 1650. 454. 1670. 454. 1745. 456.2 1765. 458. 1785. GR 460. 1815. 460. 1965. 458. 2005. 458. 2065. 460. 2100. GR 461.2 2245. 461. 2515. 466. 2537. NH 5. 0.055 1201. 0.060 1280. 0.045 1392. 0.055 1825. 0.050 NH 1845. ET 0. 0.0 0.0 0.0 7.1 868. 1480. X1 34260. 34. 868. 1520. 830. 250. 790. X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. GR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. GR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. GR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. GR 461. 1620. 461. 1825. 462. 1830. 466. 1845. NH 5. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1533. 0.055 NH 1575. ET 0. 0.0 0.0 0.0 7.1 660. 1500. X1 34850. 25. 1310. 1533. 520. 640. 590. 0.0 0.0 0.0 X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. GR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. GR 462.0 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1470. GR 462. 1484. 464. 1533. 465. 1548. 466. 1560. 467. 1575. ET 0. 0.0 0.0 0.0 7.1 660. 1520. NH 5. .050 355. .055 1005. .060 1310. .045 1520. .055 NH 1575. X1 34950. 28. 1310. 1520. 110. 90. 100. GR 470. -380. 465. -380. 464. -260. 463. -240. 463. -70. GR 463.48 0. 463. 62. 462. 190. 461. 355. 461. 1005. GR 462. 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. Page 5 EFFECTFW.OH2 GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. GR 464. 1520. 466. 1560. 467. 1575. 1 08AUG12 13:31:11 PAGE 10 ET 0. 0.0 0.0 0.0 7.1 2700 3400 NH 5. .050 1370. .055 2057. .060 3106. .045 3233. .055 NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES/DAI 12/98 X1 35700 30 3106 3233 750 750 750 GR 470.00 1000 468.00 1250 465.60 1370 463.20 1754 462.20 1940 GR 463.10 2057 462.00 2127 460.40 2331 460.40 2471 462.00 2524 GR 462.00 2962 460.00 3106 458.00 3127 450.00 3153 444.00 3158 GR 439.50 3188 444.00 3219 450.00 3223 460.00 3233 462.00 3273 GR 462.50 3303 460.30 3348 462.00 3401 464.00 3426 467.00 3428 GR 467.20 3549 468.00 3678 469.00 3815 470.00 3957 472.00 4220 ET 0. 0.0 0.0 0.0 7.1 2825 3525 NH 5. .060 2260. .055 2720. .060 3028. .045 3170. .040 NH 3550. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO GR RECORDS MODIFIED TO SHOW EXIS. POND IN RIGHT OVERBANK LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO AND INEFF. FLOW AREA. RES/DA X1 36250 29 3028 3170 530 530 550 GR 472.00 1000 470.00 1000 468.00 1150 467.30 1500 467.00 2100 GR 464.00 2140 464.80 2260 462.00 2460 460.70 2500 460.70 2600 GR 464.70 2720 464.00 2903 462.00 2965 460.00 2993 458.00 3028 GR 450.00 3051 444.00 3055 439.80 3086 444.00 3116 450.00 3123 GR 460.00 3138 462.00 3150 462.00 3170 448.00 3250 448.00 3470 GR 463.00 3495 463.00 3505 468.00 3550 472.00 3550 QT 8. 15600. 15600. 15600. 15600. 15600. 15600. 15600. 15600. ET 0. 0.0 0.0 0.0 7.1 2900. 3835. NC .1 .3 0. 0. 0. 0. 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2900. 0.045 3060. 0.060 NH 3960. 0.050 4070. 0. 0. 0. 0. 0. 0. 0. LEFT OVERBANK CORRECTED TO BETTER MATCH 1992 TOPO. RES/DAI 12/98 EXIS. POND IN RT. OVERBANK X1 36970. 36. 2900. 3060. 600. 600. 720. GR 483. 1000. 477.5 1050. 475. 1200. 475. 1430. 470. 2330. GR 466. 2530. 462. 2620. 462. 2750. 463.5 2800. 462. 2850. GR 465. 2900. 458. 2930. 453.5 2930. 444. 2930. 440. 2937. GR 442.7 2970. 450.6 2975. 454. 2985. 456. 2990. 462. 3060. GR 463.3 3200. 462. 3300. 462. 3400. 464. 3430. 464.5 3570. GR 463.0 3645. 460. 3658. 457. 3690. 457. 3730. 460. 3765. GR 463.0 3790 465. 3815. 468.5 3835. 469. 3960. 469. 3990. GR 473. 4070. ET 7.1 1780 2710 NH 4. .055 2000. .045 2160. .055 2400. .040 2730 SECTION ADDED FROM TOPO. RES 3/8/97 X1 37600. 22. 2000. 2160. 570. 350. 630. GR 471. 650. 470. 1220. 468. 1460. 466. 1540. 464. 1570. GR 462. 1720. 461.5 1900. 461. 1950. 460. 2000. 445. 2065. GR 440. 2105. 445. 2120. 460. 2160. 460. 2400 460 2400 GR 461 2570. 462 2610 461 2650 458 2680 452 2700 GR 452 2730. 470 2730 1 08AUG12 13:31:11 PAGE 11 ET 7.1 1630 2430 NH 4. .055 2055. .045 2135. .055 2185 .040 2455 SECTION ADDED FROM TOPO. RES 3/8/97 X1 37800 25 2020. 2185. 50. 100. 200. GR 470. 1100. 468 1350 466 1400 464 1450 462 1600 GR 462. 1720. 461.5 1800 462 1850 463 1900 462 2020 GR 450. 2055 445. 2077 440 2100 445 2125 450 2135 GR 460. 2185 461. 2215 457 2260 451 2280 451 2360 GR 457 2380 459.7 2400 464 2401 464 2455 470 2455 ET 7.1 1700 2520 NH 5. .05 1540. .06 2100. .045 2260. .040 2320 .040 NH 2570 SECTION ADDED FROM TOPO, AS-BLT SURVEY. RES 12/98 X1 37990. 36. 2100. 2260. 210 280 190 GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. GR 468. 1540. 464. 1560. 466. 1600. 464. 1650. 462. 1670. GR 462. 1900. 464. 2000. 466. 2050. 467. 2100. 466. 2110. GR 464. 2120. 462. 2125. 460. 2130. 450. 2160. 444. 2170. GR 441. 2200. 444. 2208. 450. 2220. 460. 2250. 462. 2260. GR 462. 2260. 462. 2320. 459. 2345. 457. 2370. 451. 2390. GR 451. 2455. 458. 2475. 460. 2475. 463. 2525. 464. 2570. GR 473. 2570. ET 7.1 1700 2530 NH 5. .05 1540. .06 2100. .045 2260. .055 2260. .04 NH 2595 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38050. 36. 2100. 2260. 60 60 60 GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. GR 468. 1540. 464. 1560. 466. 1600. 464. 1650. 462. 1670. GR 462. 1900. 464. 2000. 466. 2050. 467. 2100. 466. 2110. GR 464. 2120. 462. 2125. 460. 2130. 450. 2160. 444. 2170. GR 441. 2200. 444. 2208. 450. 2220. 460. 2250. 462. 2260. GR 462. 2260. 462. 2320. 459. 2345. 457. 2365. 451. 2385. GR 451. 2480. 457. 2505. 459. 2540. 463. 2575. 464. 2595. GR 473. 2595. ET 7.1 1751. 2600. NH 5. .05 1540. .06 2100. .045 2270. .055 2295. .045 Page 6 EFFECTFW.OH2 NH 2640. X1 38200. 40. 2100. 2270. 150. 150. 150. GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. GR 468. 1540. 466. 1570. 464. 1600. 462. 1650. 461. 1760. GR 462. 1930. 464. 2050. 466. 2070. 467.4 2100. 466. 2120. GR 464. 2125. 462. 2135. 460. 2142. 450. 2160. 444. 2170. GR 441. 2185. 444. 2200. 450. 2215. 460. 2255. 462. 2270. GR 462. 2295. 462. 2330. 457. 2375. 451. 2395. 451. 2410. GR 457. 2425. 464. 2465. 464. 2480. 457. 2530. 451. 2550. GR 451. 2570. 457. 2588. 459. 2605. 464. 2640. 473. 2640. 1 08AUG12 13:31:11 PAGE 12 ET 7.1 1810 2610 NH 6. .06 1900 .05 2040 .06 2100 .045 2225 .05 NH 2300 .045 2620 SECTION ADDED FROM TOPO. RES 3/8/97 X1 38550. 32 2100 2225 340 330 350 GR 473.2 1340 470 1340 466 1490 466 1600 468 1640 GR 462 1700 461 1850 460.8 1900 462 1960 464 2000 GR 466 2040 466 2100 464 2110 462 2130 460 2140 GR 444 2175 441.2 2190 444 2205 460 2225 461.2 2300 GR 457 2355 457 2450 460 2480 457 2505 451 2525 GR 451 2555 457 2575 459 2595 462 2610 462 2610 GR 463 2620 473 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 5. .05 1275. .055 1540. .045 1675. .055 2175. .05 NH 2310. NC .3 .5 ET 1360 2064 2.1 7.1 1360. 2064. X1 39290. 30. 1525. 1675. 600. 800. 740. GR 474. 1000. 472. 1030. 470. 1070. 468. 1115. 466. 1200. GR 464. 1275. 462. 1320. 460.3 1345. 462. 1400. 464. 1450. GR 464. 1525. 462. 1540. 460. 1550. 450. 1560. 445. 1565. GR 441.88 1580. 445. 1600. 450. 1615. 460. 1675. 460. 1710. GR 458. 1750. 458. 1950. 460. 2000. 462. 2150. 464. 2175. GR 466. 2180. 468. 2190. 470. 2200. 472. 2240. 474. 2310. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 NH 4710. 0.055 6040. 0. 0. 0. 0. 0. 0. 0. NC .3 .5 ET 0. 3921 4514 2.1 7.1 3921. 4514. X1 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. GR 464. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 6 .05 1090 .05 2380 .055 3760 .045 4670 .05 NH 4950 .055 6200 NC .3 .5 ET 3880 4505 2.1 7.1 3887.8 4447.8 X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 GR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 GR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 GR 495 5940 499 6120 500 6200 1 08AUG12 13:31:11 PAGE 13 QT 8 15400 15400 15400 15400 15400 15400 15400 15400 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 NC .3 .5 ET 3900 4600 2.1 7.1 3989.26 4465.4 X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. BMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 ET 7.1 1280 1680 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 QT 8 10200 10200 10200 10200 10200 10200 10200 10200 NC RECORD ADDED FOR S.H. 121 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 NC .1 .3 ET 7.1 4546.9 5045.9 Page 7 EFFECTFW.OH2 X1 40650 32 4730 4815 1000 400 700 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT 8 9800 9800 9800 9800 9800 9800 9800 9800 NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 ET 7.1 1739 3039 X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 1 08AUG12 13:31:11 PAGE 14 GR 498.4 5020 501.5 5200 QT 8 9400 9400 9400 9400 9400 9400 9400 9400 NH 6 .05 1400 .05 2930 .055 4160 .045 4515 .058 NH 4585 .06 5420 ET 7.1 3915 4515 X1 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 GR 482 4615 484 4675 498 5215 500 5330 505.5 5420 NH 6 .05 1300 .055 3400 .05 5570 .045 5670 .058 NH 6120 .055 6230 ET 7.1 4470 5670 X1 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 474 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 NH 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 ET 7.1 3590 4340 X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 487 1300 484 1500 486 1550 GR 489 1900 480 2000 475 2500 475 2600 471 3000 GR 472 3600 472 3900 473 4000 476 4240 470 4250 GR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 GR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 ET 7.1 3665 4415 X1 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 1 08AUG12 13:31:11 PAGE 15 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 34850.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 464.30 ELREA= 464.00 34850.000 23.26 462.56 .00 .00 463.68 1.12 .70 .29 464.30 14900.0 .0 14900.0 .0 .0 1752.7 .0 1171.1 190.0 464.00 .70 .00 8.50 .00 .000 .045 .000 .000 439.30 1321.30 .003407 520. 590. 640. 2 0 0 .00 176.52 1497.82 1490 NH CARD USED *SECNO 34950.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS Page 8 EFFECTFW.OH2 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.59 34950.000 24.35 463.65 .00 .00 463.97 .32 .21 .08 464.30 14900.0 4532.3 10367.7 .0 2672.0 1952.6 .0 1178.7 192.4 464.00 .71 1.70 5.31 .00 .054 .045 .000 .000 439.30 -252.96 .001354 110. 100. 90. 3 0 0 .00 1702.77 1515.16 1490 NH CARD USED *SECNO 35700.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.49 35700.000 24.89 464.39 .00 .00 464.63 .24 .65 .01 460.00 14900.0 4424.7 9735.3 739.9 3678.1 2015.2 541.5 1272.2 223.1 460.00 .76 1.20 4.83 1.37 .059 .045 .055 .000 439.50 1563.11 .000606 750. 750. 750. 2 0 0 .00 1863.15 3426.26 1 08AUG12 13:31:11 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED *SECNO 36250.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.52 36250.000 24.89 464.69 .00 .00 464.75 .07 .11 .02 458.00 14900.0 787.0 3808.7 10304.3 1538.1 2074.1 4706.5 1361.7 242.7 462.00 .84 .51 1.84 2.19 .057 .045 .040 .000 439.80 2130.80 .000095 530. 550. 530. 2 0 0 .00 1362.09 3520.21 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 36970.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .26 36970.000 24.59 464.59 .00 .00 465.03 .44 .16 .11 465.00 15600.0 1035.3 10544.7 4020.0 653.1 1670.4 1730.0 1452.0 261.1 462.00 .88 1.59 6.31 2.32 .060 .041 .060 .000 440.00 2561.66 .001527 600. 720. 600. 2 0 0 .00 1239.73 3809.91 1490 NH CARD USED *SECNO 37600.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.39 37600.000 25.24 465.24 .00 .00 465.35 .12 .29 .03 460.00 15600.0 1410.7 8737.2 5452.2 1410.2 2587.7 3134.3 1515.9 273.8 460.00 .93 1.00 3.38 1.74 .055 .045 .045 .000 440.00 1551.47 .000267 570. 630. 350. 2 0 0 .00 1178.53 2730.00 1490 NH CARD USED *SECNO 37800.000 1 08AUG12 13:31:11 PAGE 17 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 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 37800.000 25.27 465.27 .00 .00 465.39 .12 .04 .00 462.00 15600.0 1550.9 7344.8 6704.3 1681.5 2499.5 2228.0 1535.5 276.1 460.00 .95 .92 2.94 3.01 .055 .050 .040 .000 440.00 1418.25 .000276 50. 200. 100. 2 0 0 .00 1036.75 2455.00 1490 NH CARD USED *SECNO 37990.000 3265 DIVIDED FLOW 37990.000 24.31 465.31 .00 .00 465.49 .18 .08 .02 467.00 15600.0 1120.6 7217.6 7261.8 1102.3 1968.5 2145.7 1566.0 281.2 462.00 .97 1.02 3.67 3.38 .060 .045 .040 .000 441.00 1553.46 .000415 210. 190. 280. 2 0 0 .00 904.69 2570.00 1490 NH CARD USED *SECNO 38050.000 3265 DIVIDED FLOW 38050.000 24.38 465.38 .00 .00 465.51 .14 .02 .00 467.00 15600.0 979.0 6102.4 8518.6 1133.1 1978.5 2798.9 1573.7 282.4 462.00 Page 9 EFFECTFW.OH2 .97 .86 3.08 3.04 .060 .045 .040 .000 441.00 1553.11 .000292 60. 60. 60. 2 0 0 .00 935.18 2595.00 1490 NH CARD USED *SECNO 38200.000 3265 DIVIDED FLOW 38200.000 24.43 465.43 .00 .00 465.57 .14 .05 .00 467.40 15600.0 1787.0 6680.7 7132.3 1539.2 1877.9 2541.2 1594.1 285.8 462.00 .99 1.16 3.56 2.81 .060 .045 .045 .000 441.00 1578.55 .000423 150. 150. 150. 0 0 0 .00 1004.33 2640.00 1490 NH CARD USED *SECNO 38550.000 1 08AUG12 13:31:11 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 WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 38550.000 24.38 465.58 .00 .00 465.71 .13 .14 .00 466.00 15600.0 1687.0 5293.1 8619.9 1288.8 1539.8 3093.3 1640.2 293.1 460.00 1.02 1.31 3.44 2.79 .057 .045 .045 .000 441.20 1664.21 .000413 340. 350. 330. 2 0 0 .00 885.27 2620.00 1490 NH CARD USED CCHV= .300 CEHV= .500 *SECNO 39290.000 3470 ENCROACHMENT STATIONS= 1360.0 2064.0 TYPE= 1 TARGET= 704.000 39290.000 24.03 465.91 .00 .00 466.10 .19 .36 .03 464.00 15600.0 618.7 8476.6 6504.8 470.2 2011.4 2762.5 1736.3 306.3 460.00 1.08 1.32 4.21 2.35 .055 .045 .055 .000 441.88 1360.00 .000551 600. 740. 800. 2 0 0 .00 704.00 2064.00 1490 NH CARD USED CCHV= .300 CEHV= .500 *SECNO 39440.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .47 3470 ENCROACHMENT STATIONS= 3921.0 4514.0 TYPE= 1 TARGET= 593.000 39440.000 23.60 465.60 .00 .00 466.78 1.19 .18 .50 464.00 15600.0 341.4 14281.3 977.2 170.1 1565.7 458.3 1753.9 309.2 462.50 1.09 2.01 9.12 2.13 .055 .045 .055 .000 442.00 3921.00 .002453 150. 150. 280. 2 0 0 .00 443.19 4514.00 1490 NH CARD USED CCHV= .300 CEHV= .500 1 08AUG12 13:31:11 PAGE 19 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 39490.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.54 3470 ENCROACHMENT STATIONS= 3880.0 4505.0 TYPE= 1 TARGET= 625.000 39490.000 24.71 466.71 .00 .00 467.10 .39 .08 .24 467.50 15600.0 828.1 14771.9 .0 441.9 2877.6 .0 1757.0 309.7 468.50 1.09 1.87 5.13 .00 .055 .045 .000 .000 442.00 3880.00 .001028 50. 50. 50. 3 0 0 .00 403.95 4294.17 1490 NH CARD USED CCHV= .300 CEHV= .500 *SECNO 39540.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3900.0 4600.0 TYPE= 1 TARGET= 700.000 39540.000 24.59 466.59 .00 .00 467.34 .75 .06 .18 464.00 Page 10 EFFECTFW.OH2 15400.0 723.2 12685.1 1991.7 343.0 1675.3 962.5 1760.7 310.2 462.50 1.09 2.11 7.57 2.07 .055 .045 .055 .000 442.00 3900.00 .001545 50. 50. 50. 2 0 0 .00 603.34 4600.00 CCHV= .300 CEHV= .500 1490 NH CARD USED *SECNO 39940.000 39940.000 25.24 467.24 .00 .00 467.92 .68 .56 .02 460.00 15400.0 1757.7 11337.3 2305.1 838.1 1499.2 912.5 1789.3 315.9 458.00 1.11 2.10 7.56 2.53 .055 .045 .055 .000 442.00 1143.80 .001259 400. 400. 400. 2 0 0 .00 617.80 1761.60 1490 NH CARD USED 1 08AUG12 13:31:11 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 CCHV= .100 CEHV= .300 *SECNO 40650.000 40650.000 28.30 468.30 .00 .00 468.54 .24 .58 .04 464.80 10200.0 1266.7 7022.0 1911.3 1043.7 1517.7 1174.8 1844.7 327.8 457.80 1.16 1.21 4.63 1.63 .055 .045 .055 .000 440.00 4317.01 .000528 1000. 700. 400. 2 0 0 .00 830.52 5147.52 1490 NH CARD USED *SECNO 48000.000 3265 DIVIDED FLOW 48000.000 25.17 470.77 .00 .00 470.86 .08 2.30 .02 457.00 9800.0 3540.7 4193.6 2065.8 2805.7 1268.1 2267.9 2446.2 452.0 466.50 1.98 1.26 3.31 .91 .055 .045 .060 .000 445.60 1636.02 .000283 5700. 7350. 2900. 3 0 0 .00 1546.92 3198.96 1490 NH CARD USED *SECNO 51350.000 51350.000 25.53 472.03 .00 .00 472.11 .08 1.25 .00 470.30 9400.0 2865.6 6529.9 4.5 2523.6 2503.2 8.6 2908.1 575.1 470.20 2.43 1.14 2.61 .52 .055 .045 .058 .000 446.50 3082.98 .000483 3600. 3350. 3700. 2 0 0 .00 1441.45 4524.44 1490 NH CARD USED *SECNO 53350.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.50 53350.000 24.59 472.59 .00 .00 472.71 .11 .58 .01 456.00 9400.0 3204.5 6129.2 66.2 3366.2 1864.2 130.7 3122.7 646.4 467.00 2.64 .95 3.29 .51 .050 .045 .058 .000 448.00 2475.48 .000215 1650. 2000. 1750. 2 0 0 .00 2214.86 5959.19 1490 NH CARD USED 1 08AUG12 13:31:11 PAGE 21 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 55590.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .45 55590.000 20.86 473.26 .00 .00 473.69 .42 .89 .09 470.00 9400.0 1887.8 7490.6 21.5 1783.3 1290.9 39.5 3326.4 730.9 472.00 2.76 1.06 5.80 .55 .060 .045 .060 .000 452.40 2773.49 .001056 2000. 2240. 2200. 2 0 0 .00 1416.05 4441.06 1490 NH CARD USED *SECNO 56940.000 3265 DIVIDED FLOW 56940.000 25.51 474.51 .00 .00 474.79 .29 1.10 .01 462.00 9400.0 2741.9 6630.4 27.7 2037.3 1311.8 52.0 3422.8 772.6 474.00 2.86 1.35 5.05 .53 .053 .045 .058 .000 449.00 2329.29 .000666 1250. 1350. 1250. 2 0 0 .00 1475.72 4504.69 1 08AUG12 13:31:11 PAGE 22 T1 DENTON CREEK - MANSIONS BY LAKE AS-BUILT DAI/RES 12/98 Page 11 EFFECTFW.OH2 T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS W/ FLOODWAY T3 DENTON CREEK, TEXAS FILE: "ASBLT-FW.IH2" J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 6 0 0 0 0 0 0 454.11 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 *SECNO 34850.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 3470 ENCROACHMENT STATIONS= 660.0 1500.0 TYPE= 1 TARGET= 840.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 464.30 ELREA= 100000.00 34850.000 23.73 463.03 .00 462.56 464.06 1.02 .81 .26 464.30 14900.0 .0 14900.0 .0 .0 1837.6 .0 1191.7 172.5 100000.00 .72 .00 8.11 .00 .000 .045 .000 .000 439.30 1318.23 .003027 520. 590. 640. 2 0 0 .00 181.77 1500.00 1490 NH CARD USED *SECNO 34950.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 660.0 1520.0 TYPE= 1 TARGET= 860.000 34950.000 24.55 463.85 .00 463.65 464.34 .49 .23 .05 464.30 14900.0 2706.5 12193.5 .0 1316.2 1994.1 .0 1197.8 173.7 100000.00 .72 2.06 6.11 .00 .056 .045 .000 .000 439.30 660.00 .001792 110. 100. 90. 3 0 0 .00 806.21 1517.97 1 08AUG12 13:31:11 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED *SECNO 35700.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 3470 ENCROACHMENT STATIONS= 2700.0 3400.0 TYPE= 1 TARGET= 700.000 35700.000 25.31 464.81 .00 464.39 465.23 .42 .88 .01 460.00 14900.0 1995.4 11890.4 1014.1 1286.2 2068.6 574.4 1260.1 186.7 460.00 .76 1.55 5.75 1.77 .060 .045 .055 .000 439.50 2700.00 .000829 750. 750. 750. 2 0 0 .00 700.00 3400.00 1490 NH CARD USED *SECNO 36250.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.06 3470 ENCROACHMENT STATIONS= 2825.0 3525.0 TYPE= 1 TARGET= 700.000 36250.000 25.51 465.31 .00 464.69 465.37 .07 .11 .04 458.00 14900.0 330.8 3933.6 10635.6 574.6 2161.6 4924.1 1331.6 195.2 462.00 .84 .58 1.82 2.16 .060 .045 .040 .000 439.80 2825.00 .000089 530. 550. 530. 2 0 0 .00 700.00 3525.00 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 36970.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .27 3470 ENCROACHMENT STATIONS= 2900.0 3835.0 TYPE= 1 TARGET= 935.000 36970.000 25.22 465.22 .00 464.59 465.62 .41 .15 .10 465.00 15600.0 .0 10628.4 4971.6 .0 1770.5 2202.8 1417.1 206.8 462.00 .88 .00 6.00 2.26 .000 .041 .060 .000 440.00 2900.00 .001304 600. 720. 600. 2 0 0 .00 916.26 3816.26 1490 NH CARD USED *SECNO 37600.000 1 08AUG12 13:31:11 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV Page 12 EFFECTFW.OH2 TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.25 3470 ENCROACHMENT STATIONS= 1780.0 2710.0 TYPE= 1 TARGET= 930.000 37600.000 25.80 465.80 .00 465.24 465.92 .12 .26 .03 460.00 15600.0 1159.6 9066.7 5373.6 987.7 2677.5 3178.1 1477.3 215.8 460.00 .93 1.17 3.39 1.69 .055 .045 .045 .000 440.00 1780.00 .000257 570. 630. 350. 2 0 0 .00 930.00 2710.00 1490 NH CARD USED *SECNO 37800.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS= 1630.0 2430.0 TYPE= 1 TARGET= 800.000 37800.000 25.84 465.84 .00 465.27 465.95 .12 .04 .00 462.00 15600.0 1450.8 7320.7 6828.5 1443.8 2593.0 2335.1 1497.2 217.8 460.00 .95 1.00 2.82 2.92 .055 .050 .040 .000 440.00 1630.00 .000243 50. 200. 100. 2 0 0 .00 800.00 2430.00 1490 NH CARD USED *SECNO 37990.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1700.0 2520.0 TYPE= 1 TARGET= 820.000 37990.000 24.87 465.87 .00 465.31 466.04 .17 .07 .01 467.00 15600.0 1176.6 7112.4 7311.0 1104.8 2051.6 2198.0 1528.0 221.9 462.00 .97 1.07 3.47 3.33 .060 .045 .040 .000 441.00 1700.00 .000360 210. 190. 280. 2 0 0 .00 756.10 2520.00 1490 NH CARD USED *SECNO 38050.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1700.0 2530.0 TYPE= 1 TARGET= 830.000 38050.000 24.92 465.92 .00 465.38 466.06 .14 .02 .00 467.00 15600.0 1046.4 6203.8 8349.8 1122.6 2059.2 2688.5 1535.7 222.9 462.00 .97 .93 3.01 3.11 .060 .045 .040 .000 441.00 1700.00 .000271 60. 60. 60. 2 0 0 .00 767.65 2530.00 1 08AUG12 13:31:11 PAGE 25 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED *SECNO 38200.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1751.0 2600.0 TYPE= 1 TARGET= 849.000 38200.000 24.96 465.96 .00 465.43 466.11 .15 .05 .00 467.40 15600.0 1439.1 6906.3 7254.6 1179.7 1958.3 2547.7 1555.6 225.6 462.00 .99 1.22 3.53 2.85 .060 .045 .045 .000 441.00 1751.00 .000398 150. 150. 150. 0 0 0 .00 798.61 2600.00 1490 NH CARD USED *SECNO 38550.000 3470 ENCROACHMENT STATIONS= 1810.0 2610.0 TYPE= 1 TARGET= 800.000 38550.000 24.91 466.11 .00 465.58 466.24 .13 .13 .00 466.00 15600.0 1269.6 5337.6 8992.8 918.6 1606.2 3268.2 1600.2 231.8 460.00 1.02 1.38 3.32 2.75 .055 .045 .045 .000 441.20 1810.00 .000373 340. 350. 330. 2 0 0 .00 800.00 2610.00 1490 NH CARD USED CCHV= .300 CEHV= .500 *SECNO 39290.000 3470 ENCROACHMENT STATIONS= 1360.0 2064.0 TYPE= 1 TARGET= 704.000 39290.000 24.53 466.41 .00 465.91 466.57 .16 .31 .02 464.00 15600.0 725.8 8231.3 6642.9 552.6 2086.3 2956.7 1698.8 244.4 460.00 1.09 1.31 3.95 2.25 .055 .045 .055 .000 441.88 1360.00 .000460 600. 740. 800. 2 0 0 .00 704.00 2064.00 1490 NH CARD USED CCHV= .300 CEHV= .500 *SECNO 39440.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 1 Page 13 EFFECTFW.OH2 08AUG12 13:31:11 PAGE 26 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 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .48 3470 ENCROACHMENT STATIONS= 3921.0 4514.0 TYPE= 1 TARGET= 593.000 39440.000 24.14 466.14 .00 465.60 467.15 1.00 .15 .42 464.00 15600.0 473.0 13832.1 1294.9 223.8 1626.1 595.6 1718.0 247.4 462.50 1.09 2.11 8.51 2.17 .055 .045 .055 .000 442.00 3921.00 .002028 150. 150. 280. 2 0 0 .00 472.48 4514.00 1490 NH CARD USED CCHV= .300 CEHV= .500 *SECNO 39490.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 3470 ENCROACHMENT STATIONS= 3887.8 4447.8 TYPE= 1 TARGET= 560.000 39490.000 25.04 467.04 .00 466.71 467.41 .37 .07 .19 467.50 15600.0 852.5 14747.5 .0 457.1 2967.3 .0 1721.4 247.9 468.50 1.10 1.87 4.97 .00 .055 .045 .000 .000 442.00 3887.80 .000944 50. 50. 50. 2 0 0 .00 403.55 4297.18 1490 NH CARD USED CCHV= .300 CEHV= .500 *SECNO 39540.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3989.3 4465.4 TYPE= 1 TARGET= 476.140 39540.000 24.81 466.81 .00 466.59 467.77 .95 .06 .29 464.00 15400.0 116.1 13951.0 1332.9 70.3 1699.2 610.6 1724.7 248.3 462.50 1.10 1.65 8.21 2.18 .055 .045 .055 .000 442.00 3989.26 .001782 50. 50. 50. 2 0 0 .00 391.08 4465.40 1 08AUG12 13:31:11 PAGE 27 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 CCHV= .300 CEHV= .500 1490 NH CARD USED *SECNO 39940.000 3470 ENCROACHMENT STATIONS= 1280.0 1680.0 TYPE= 1 TARGET= 400.000 39940.000 25.64 467.64 .00 467.24 468.43 .80 .62 .05 460.00 15400.0 1386.2 12156.1 1857.7 552.6 1531.0 684.7 1748.3 252.0 458.00 1.12 2.51 7.94 2.71 .055 .045 .055 .000 442.00 1280.00 .001350 400. 400. 400. 2 0 0 .00 400.00 1680.00 1490 NH CARD USED CCHV= .100 CEHV= .300 *SECNO 40650.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 4546.9 5045.9 TYPE= 1 TARGET= 499.000 40650.000 28.82 468.82 .00 468.30 469.09 .27 .61 .05 464.80 10200.0 1003.9 7450.8 1745.3 677.4 1561.9 958.8 1794.8 258.9 457.80 1.16 1.48 4.77 1.82 .055 .045 .055 .000 440.00 4546.90 .000540 1000. 700. 400. 2 0 0 .00 499.00 5045.90 1490 NH CARD USED *SECNO 48000.000 3470 ENCROACHMENT STATIONS= 1739.0 3039.0 TYPE= 1 TARGET= 1300.000 48000.000 25.66 471.26 .00 470.77 471.34 .08 2.23 .02 457.00 9800.0 3566.1 4207.6 2026.3 2762.6 1305.0 2122.3 2364.3 353.1 466.50 1.99 1.29 3.22 .95 .055 .045 .060 .000 445.60 1739.00 .000259 5700. 7350. 2900. 3 0 0 .00 1300.00 3039.00 1490 NH CARD USED *SECNO 51350.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .59 Page 14 EFFECTFW.OH2 3470 ENCROACHMENT STATIONS= 3915.0 4515.0 TYPE= 1 TARGET= 600.000 51350.000 26.06 472.56 .00 472.03 472.71 .15 1.35 .02 470.30 9400.0 696.7 8703.3 .0 566.8 2691.0 .0 2745.7 431.1 100000.00 2.30 1.23 3.23 .00 .055 .045 .000 .000 446.50 3915.00 .000680 3600. 3350. 3700. 2 0 0 .00 600.00 4515.00 1 08AUG12 13:31:11 PAGE 28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED *SECNO 53350.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.62 3470 ENCROACHMENT STATIONS= 4470.0 5670.0 TYPE= 1 TARGET= 1200.000 53350.000 25.33 473.33 .00 472.59 473.48 .15 .77 .00 456.00 9400.0 2483.2 6916.8 .0 1798.8 1938.1 .0 2896.8 461.2 100000.00 2.48 1.38 3.57 .00 .050 .045 .000 .000 448.00 4470.00 .000260 1650. 2000. 1750. 2 0 0 .00 895.07 5670.00 1490 NH CARD USED *SECNO 55590.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 3470 ENCROACHMENT STATIONS= 3590.0 4340.0 TYPE= 1 TARGET= 750.000 55590.000 21.72 474.12 .00 473.26 474.62 .51 1.03 .11 470.00 9400.0 1110.6 8289.4 .0 881.5 1367.4 .0 3043.3 496.0 100000.00 2.59 1.26 6.06 .00 .060 .045 .000 .000 452.40 3590.00 .001097 2000. 2240. 2200. 2 0 0 .00 596.12 4340.00 1490 NH CARD USED *SECNO 56940.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3665.0 4415.0 TYPE= 1 TARGET= 750.000 56940.000 26.42 475.42 .00 474.51 475.73 .31 1.09 .02 462.00 9400.0 2407.4 6992.6 .0 1282.6 1384.7 .0 3117.0 513.8 100000.00 2.68 1.88 5.05 .00 .054 .045 .000 .000 449.00 3665.00 .000631 1250. 1350. 1250. 2 0 0 .00 633.30 4415.00 1 08AUG12 13:31:11 PAGE 29 THIS RUN EXECUTED 08AUG12 13:31:12 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR * 34850.000 462.56 .00 463.68 176.52 .00 14900.00 .00 .00 .00 1310.00 1533.00 .00 * 34850.000 463.03 .47 464.06 181.77 .00 14900.00 .00 840.00 660.00 1310.00 1533.00 1500.00 * 34950.000 463.65 .00 463.97 1702.77 4532.32 10367.68 .00 .00 .00 1310.00 1520.00 .00 34950.000 463.85 .20 464.34 806.21 2706.52 12193.48 .00 860.00 660.00 1310.00 1520.00 1520.00 * 35700.000 464.39 .00 464.63 1863.15 4424.75 9735.34 739.91 .00 .00 3106.00 3233.00 .00 * 35700.000 464.81 .42 465.23 700.00 1995.43 11890.42 1014.15 700.00 2700.00 3106.00 3233.00 3400.00 * 36250.000 464.69 .00 464.75 1362.09 786.99 3808.68 10304.33 .00 .00 3028.00 3170.00 .00 * 36250.000 465.31 .62 465.37 700.00 330.82 3933.59 10635.59 700.00 2825.00 3028.00 3170.00 3525.00 * 36970.000 464.59 .00 465.03 1239.73 1035.35 10544.68 4019.98 .00 .00 2900.00 3060.00 .00 * 36970.000 465.22 .63 465.62 916.26 .00 10628.39 4971.61 935.00 2900.00 2900.00 3060.00 3835.00 * 37600.000 465.24 .00 465.35 1178.53 1410.65 8737.19 5452.16 .00 .00 2000.00 2160.00 .00 * 37600.000 465.80 .56 465.92 930.00 1159.63 9066.75 5373.62 930.00 1780.00 2000.00 2160.00 2710.00 Page 15 EFFECTFW.OH2 37800.000 465.27 .00 465.39 1036.75 1550.85 7344.83 6704.32 .00 .00 2020.00 2185.00 .00 37800.000 465.84 .57 465.95 800.00 1450.80 7320.74 6828.46 800.00 1630.00 2020.00 2185.00 2430.00 37990.000 465.31 .00 465.49 904.69 1120.65 7217.59 7261.76 .00 .00 2100.00 2260.00 .00 37990.000 465.87 .56 466.04 756.10 1176.61 7112.36 7311.02 820.00 1700.00 2100.00 2260.00 2520.00 38050.000 465.38 .00 465.51 935.18 978.99 6102.38 8518.63 .00 .00 2100.00 2260.00 .00 38050.000 465.92 .54 466.06 767.65 1046.38 6203.78 8349.84 830.00 1700.00 2100.00 2260.00 2530.00 38200.000 465.43 .00 465.57 1004.33 1786.98 6680.71 7132.31 .00 .00 2100.00 2270.00 .00 38200.000 465.96 .54 466.11 798.61 1439.07 6906.32 7254.61 849.00 1751.00 2100.00 2270.00 2600.00 38550.000 465.58 .00 465.71 885.27 1686.96 5293.11 8619.93 .00 .00 2100.00 2225.00 .00 38550.000 466.11 .53 466.24 800.00 1269.58 5337.64 8992.78 800.00 1810.00 2100.00 2225.00 2610.00 1 08AUG12 13:31:11 PAGE 30 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 39290.000 465.91 .00 466.10 704.00 618.66 8476.58 6504.76 704.00 1360.00 1525.00 1675.00 2064.00 39290.000 466.41 .50 466.57 704.00 725.80 8231.34 6642.86 704.00 1360.00 1525.00 1675.00 2064.00 * 39440.000 465.60 .00 466.78 443.19 341.41 14281.34 977.25 593.00 3921.00 4040.00 4150.00 4514.00 * 39440.000 466.14 .55 467.15 472.48 473.02 13832.09 1294.89 593.00 3921.00 4040.00 4150.00 4514.00 * 39490.000 466.71 .00 467.10 403.95 828.07 14771.93 .00 625.00 3880.00 4030.00 4310.00 4505.00 * 39490.000 467.04 .33 467.41 403.55 852.47 14747.53 .00 560.00 3887.80 4030.00 4310.00 4447.80 39540.000 466.59 .00 467.34 603.34 723.20 12685.12 1991.68 700.00 3900.00 4040.00 4150.00 4600.00 39540.000 466.81 .22 467.77 391.08 116.09 13950.98 1332.93 476.14 3989.26 4040.00 4150.00 4465.40 39940.000 467.24 .00 467.92 617.80 1757.65 11337.25 2305.09 .00 .00 1420.00 1500.00 .00 39940.000 467.64 .40 468.43 400.00 1386.17 12156.12 1857.72 400.00 1280.00 1420.00 1500.00 1680.00 40650.000 468.30 .00 468.54 830.52 1266.70 7022.03 1911.27 .00 .00 4730.00 4815.00 .00 40650.000 468.82 .52 469.09 499.00 1003.94 7450.76 1745.30 499.00 4546.90 4730.00 4815.00 5045.90 48000.000 470.77 .00 470.86 1546.92 3540.68 4193.57 2065.75 .00 .00 2370.00 2445.00 .00 48000.000 471.26 .49 471.34 1300.00 3566.08 4207.61 2026.32 1300.00 1739.00 2370.00 2445.00 3039.00 51350.000 472.03 .00 472.11 1441.45 2865.57 6529.89 4.54 .00 .00 4160.00 4515.00 .00 * 51350.000 472.56 .53 472.71 600.00 696.67 8703.33 .00 600.00 3915.00 4160.00 4515.00 4515.00 * 53350.000 472.59 .00 472.71 2214.86 3204.54 6129.22 66.24 .00 .00 5570.00 5670.00 .00 * 53350.000 473.33 .74 473.48 895.07 2483.15 6916.85 .00 1200.00 4470.00 5570.00 5670.00 5670.00 * 55590.000 473.26 .00 473.69 1416.05 1887.85 7490.62 21.53 .00 .00 4250.00 4340.00 .00 * 55590.000 474.12 .85 474.62 596.12 1110.56 8289.44 .00 750.00 3590.00 4250.00 4340.00 4340.00 56940.000 474.51 .00 474.79 1475.72 2741.86 6630.43 27.71 .00 .00 4335.00 4415.00 .00 56940.000 475.42 .91 475.73 633.30 2407.43 6992.57 .00 750.00 3665.00 4335.00 4415.00 4415.00 1 08AUG12 13:31:11 PAGE 31 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 34850.000 590.00 .00 .00 439.30 14900.00 462.56 .00 463.68 34.07 8.50 1752.68 2552.67 * 34850.000 590.00 .00 .00 439.30 14900.00 463.03 .00 464.06 30.27 8.11 1837.60 2708.31 * 34950.000 100.00 .00 .00 439.30 14900.00 463.65 .00 463.97 13.54 5.31 4624.61 4049.31 34950.000 100.00 .00 .00 439.30 14900.00 463.85 .00 464.34 17.92 6.11 3310.36 3520.22 * 35700.000 750.00 .00 .00 439.50 14900.00 464.39 .00 464.63 6.06 4.83 6234.78 6052.51 * 35700.000 750.00 .00 .00 439.50 14900.00 464.81 .00 465.23 8.29 5.75 3929.17 5176.25 * 36250.000 550.00 .00 .00 439.80 14900.00 464.69 .00 464.75 .95 1.84 8318.66 15264.54 * 36250.000 550.00 .00 .00 439.80 14900.00 465.31 .00 465.37 .89 1.82 7660.24 15834.14 * 36970.000 720.00 .00 .00 440.00 15600.00 464.59 .00 465.03 15.27 6.31 4053.52 3991.59 * 36970.000 720.00 .00 .00 440.00 15600.00 465.22 .00 465.62 13.04 6.00 3973.31 4320.01 * 37600.000 630.00 .00 .00 440.00 15600.00 465.24 .00 465.35 2.67 3.38 7132.17 9538.87 * 37600.000 630.00 .00 .00 440.00 15600.00 465.80 .00 465.92 2.57 3.39 6843.30 9729.73 37800.000 200.00 .00 .00 440.00 15600.00 465.27 .00 465.39 2.76 2.94 6409.12 9390.13 37800.000 200.00 .00 .00 440.00 15600.00 465.84 .00 465.95 2.43 2.82 6371.91 10015.64 37990.000 190.00 .00 .00 441.00 15600.00 465.31 .00 465.49 4.15 3.67 5216.43 7659.77 37990.000 190.00 .00 .00 441.00 15600.00 465.87 .00 466.04 3.60 3.47 5354.29 8226.23 38050.000 60.00 .00 .00 441.00 15600.00 465.38 .00 465.51 2.92 3.08 5910.55 9123.12 38050.000 60.00 .00 .00 441.00 15600.00 465.92 .00 466.06 2.71 3.01 5870.31 9479.47 38200.000 150.00 .00 .00 441.00 15600.00 465.43 .00 465.57 4.23 3.56 5958.34 7584.23 38200.000 150.00 .00 .00 441.00 15600.00 465.96 .00 466.11 3.98 3.53 5685.74 7819.08 38550.000 350.00 .00 .00 441.20 15600.00 465.58 .00 465.71 4.13 3.44 5921.90 7671.73 38550.000 350.00 .00 .00 441.20 15600.00 466.11 .00 466.24 3.73 3.32 5793.01 8075.23 39290.000 740.00 .00 .00 441.88 15600.00 465.91 .00 466.10 5.51 4.21 5244.12 6644.26 39290.000 740.00 .00 .00 441.88 15600.00 466.41 .00 466.57 4.60 3.95 5595.67 7272.15 * 39440.000 150.00 .00 .00 442.00 15600.00 465.60 .00 466.78 24.53 9.12 2194.13 3149.66 * 39440.000 150.00 .00 .00 442.00 15600.00 466.14 .00 467.15 20.28 8.51 2445.54 3463.74 * 39490.000 50.00 .00 .00 442.00 15600.00 466.71 .00 467.10 10.28 5.13 3319.47 4865.52 * 39490.000 50.00 .00 .00 442.00 15600.00 467.04 .00 467.41 9.44 4.97 3424.34 5076.59 Page 16 EFFECTFW.OH2 39540.000 50.00 .00 .00 442.00 15400.00 466.59 .00 467.34 15.45 7.57 2980.82 3918.49 39540.000 50.00 .00 .00 442.00 15400.00 466.81 .00 467.77 17.82 8.21 2380.15 3648.12 39940.000 400.00 .00 .00 442.00 15400.00 467.24 .00 467.92 12.59 7.56 3249.82 4339.57 39940.000 400.00 .00 .00 442.00 15400.00 467.64 .00 468.43 13.50 7.94 2768.33 4191.42 1 08AUG12 13:31:11 PAGE 32 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 40650.000 700.00 .00 .00 440.00 10200.00 468.30 .00 468.54 5.28 4.63 3736.24 4438.36 40650.000 700.00 .00 .00 440.00 10200.00 468.82 .00 469.09 5.40 4.77 3198.18 4387.94 48000.000 7350.00 .00 .00 445.60 9800.00 470.77 .00 470.86 2.83 3.31 6341.78 5826.79 48000.000 7350.00 .00 .00 445.60 9800.00 471.26 .00 471.34 2.59 3.22 6189.93 6091.14 51350.000 3350.00 .00 .00 446.50 9400.00 472.03 .00 472.11 4.83 2.61 5035.48 4277.04 * 51350.000 3350.00 .00 .00 446.50 9400.00 472.56 .00 472.71 6.80 3.23 3257.71 3604.64 * 53350.000 2000.00 .00 .00 448.00 9400.00 472.59 .00 472.71 2.15 3.29 5361.17 6416.50 * 53350.000 2000.00 .00 .00 448.00 9400.00 473.33 .00 473.48 2.60 3.57 3736.87 5834.56 * 55590.000 2240.00 .00 .00 452.40 9400.00 473.26 .00 473.69 10.56 5.80 3113.70 2892.26 * 55590.000 2240.00 .00 .00 452.40 9400.00 474.12 .00 474.62 10.97 6.06 2248.90 2838.10 56940.000 1350.00 .00 .00 449.00 9400.00 474.51 .00 474.79 6.66 5.05 3401.03 3642.73 56940.000 1350.00 .00 .00 449.00 9400.00 475.42 .00 475.73 6.31 5.05 2667.25 3740.90 1 08AUG12 13:31:11 PAGE 33 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 34850.000 14900.00 462.56 .00 .02 .00 176.52 590.00 * 34850.000 14900.00 463.03 .47 .20 .47 181.77 590.00 * 34950.000 14900.00 463.65 .00 1.09 .00 1702.77 100.00 34950.000 14900.00 463.85 .20 .82 .20 806.21 100.00 * 35700.000 14900.00 464.39 .00 .73 .00 1863.15 750.00 * 35700.000 14900.00 464.81 .42 .96 .42 700.00 750.00 * 36250.000 14900.00 464.69 .00 .30 .00 1362.09 550.00 * 36250.000 14900.00 465.31 .62 .50 .62 700.00 550.00 * 36970.000 15600.00 464.59 .00 -.10 .00 1239.73 720.00 * 36970.000 15600.00 465.22 .63 -.09 .63 916.26 720.00 * 37600.000 15600.00 465.24 .00 .65 .00 1178.53 630.00 * 37600.000 15600.00 465.80 .56 .58 .56 930.00 630.00 37800.000 15600.00 465.27 .00 .03 .00 1036.75 200.00 37800.000 15600.00 465.84 .57 .04 .57 800.00 200.00 37990.000 15600.00 465.31 .00 .04 .00 904.69 190.00 37990.000 15600.00 465.87 .56 .03 .56 756.10 190.00 38050.000 15600.00 465.38 .00 .07 .00 935.18 60.00 38050.000 15600.00 465.92 .54 .05 .54 767.65 60.00 38200.000 15600.00 465.43 .00 .05 .00 1004.33 150.00 38200.000 15600.00 465.96 .54 .04 .54 798.61 150.00 38550.000 15600.00 465.58 .00 .15 .00 885.27 350.00 38550.000 15600.00 466.11 .53 .15 .53 800.00 350.00 39290.000 15600.00 465.91 .00 .33 .00 704.00 740.00 39290.000 15600.00 466.41 .50 .30 .50 704.00 740.00 * 39440.000 15600.00 465.60 .00 -.32 .00 443.19 150.00 * 39440.000 15600.00 466.14 .55 -.27 .55 472.48 150.00 * 39490.000 15600.00 466.71 .00 1.11 .00 403.95 50.00 * 39490.000 15600.00 467.04 .33 .90 .33 403.55 50.00 39540.000 15400.00 466.59 .00 -.12 .00 603.34 50.00 39540.000 15400.00 466.81 .22 -.23 .22 391.08 50.00 39940.000 15400.00 467.24 .00 .65 .00 617.80 400.00 39940.000 15400.00 467.64 .40 .82 .40 400.00 400.00 1 08AUG12 13:31:11 PAGE 34 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 40650.000 10200.00 468.30 .00 1.06 .00 830.52 700.00 40650.000 10200.00 468.82 .52 1.19 .52 499.00 700.00 48000.000 9800.00 470.77 .00 2.47 .00 1546.92 7350.00 48000.000 9800.00 471.26 .49 2.44 .49 1300.00 7350.00 51350.000 9400.00 472.03 .00 1.26 .00 1441.45 3350.00 * 51350.000 9400.00 472.56 .53 1.30 .53 600.00 3350.00 * 53350.000 9400.00 472.59 .00 .56 .00 2214.86 2000.00 Page 17 EFFECTFW.OH2 * 53350.000 9400.00 473.33 .74 .77 .74 895.07 2000.00 * 55590.000 9400.00 473.26 .00 .67 .00 1416.05 2240.00 * 55590.000 9400.00 474.12 .85 .78 .85 596.12 2240.00 56940.000 9400.00 474.51 .00 1.24 .00 1475.72 1350.00 56940.000 9400.00 475.42 .91 1.30 .91 633.30 1350.00 1 08AUG12 13:31:11 PAGE 35 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 27165.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28890.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28890.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30027.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30027.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30958.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30958.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31335.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32305.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32305.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32725.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 32725.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 33145.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34950.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39490.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39490.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 51350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 53350.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 53350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 08AUG12 13:31:11 PAGE 36 WARNING SECNO= 55590.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 08AUG12 13:31:11 PAGE 37 Floodway width summary: DENTON CREEK, TEXAS Profile No. 2 Left Sta Right Sta Left Distance Distance Right Section Elevation Top Encroach From Center From Encroach Number Increase Width Station Center Station Center Station -------------------------------------------------------------------------------- 25530.000 .59 249.00 2494.00 124.93 2618.94 124.06 2743.00 25770.000 .54 285.00 2495.00 142.60 2637.60 142.40 2780.00 26830.000 .39 580.42 2619.58 240.21 2859.79 340.21 3200.00 26880.000 .67 1656.71 1012.00 286.50 1298.50 1370.21 2668.71 27165.000 .56 1625.10 985.00 161.50 1146.50 1463.60 2610.10 27449.000 .53 1722.39 1014.00 260.00 1274.00 1462.39 2736.39 27748.000 .52 1696.54 1071.00 267.50 1338.50 1429.04 2767.54 27992.000 .51 1548.88 1041.00 251.00 1292.00 1297.88 2589.88 28168.000 .50 1449.91 1021.00 199.00 1220.00 1250.91 2470.91 28492.000 .50 1363.64 1215.00 195.00 1410.00 1168.64 2578.64 28720.000 .49 1236.67 1280.00 204.50 1484.50 1032.17 2516.67 28890.000 .49 1237.00 1289.00 203.50 1492.50 1033.50 2526.00 29124.000 .49 1095.22 1264.00 178.00 1442.00 917.22 2359.22 29651.000 .38 1422.89 1168.00 223.50 1391.50 1199.39 2590.89 29831.000 .37 1274.32 1147.00 211.50 1358.50 1062.82 2421.32 30027.000 .36 1012.64 1128.00 198.50 1326.50 814.14 2140.64 30384.000 .32 949.78 1045.00 201.00 1246.00 748.78 1994.78 30604.000 .27 1135.69 1014.00 168.00 1182.00 967.69 2149.69 30958.000 .22 1252.64 1048.00 118.50 1166.50 1134.14 2300.64 31335.000 .26 1134.32 1037.00 83.50 1120.50 1050.82 2171.32 Page 18 EFFECTFW.OH2 32150.000 .21 1360.00 3040.00 422.50 3462.50 937.50 4400.00 32200.000 .22 1390.00 3050.00 415.00 3465.00 975.00 4440.00 32230.000 .19 1390.00 3050.00 415.00 3465.00 975.00 4440.00 32250.000 .05 1360.00 3040.00 422.50 3462.50 937.50 4400.00 32305.000 .02 1491.00 1825.00 392.50 2217.50 1098.50 3316.00 32725.000 .15 1998.00 1634.00 411.00 2045.00 1587.00 3632.00 33145.000 .19 570.00 1390.00 285.00 1675.00 285.00 1960.00 33470.000 .17 468.00 1135.00 234.00 1369.00 234.00 1603.00 34260.000 .30 612.00 868.00 326.00 1194.00 286.00 1480.00 34850.000 .47 840.00 660.00 761.50 1421.50 78.50 1500.00 34950.000 .20 860.00 660.00 755.00 1415.00 105.00 1520.00 35700.000 .42 700.00 2700.00 469.50 3169.50 230.50 3400.00 36250.000 .62 700.00 2825.00 274.00 3099.00 426.00 3525.00 36970.000 .63 935.00 2900.00 80.00 2980.00 855.00 3835.00 37600.000 .56 930.00 1780.00 300.00 2080.00 630.00 2710.00 37800.000 .57 800.00 1630.00 472.50 2102.50 327.50 2430.00 37990.000 .56 820.00 1700.00 480.00 2180.00 340.00 2520.00 38050.000 .54 830.00 1700.00 480.00 2180.00 350.00 2530.00 38200.000 .54 849.00 1751.00 434.00 2185.00 415.00 2600.00 38550.000 .53 800.00 1810.00 352.50 2162.50 447.50 2610.00 39290.000 .50 704.00 1360.00 240.00 1600.00 464.00 2064.00 39440.000 .55 593.00 3921.00 174.00 4095.00 419.00 4514.00 39490.000 .33 560.00 3887.80 282.20 4170.00 277.80 4447.80 39540.000 .22 476.14 3989.26 105.74 4095.00 370.40 4465.40 39940.000 .40 400.00 1280.00 180.00 1460.00 220.00 1680.00 40650.000 .52 499.00 4546.90 225.60 4772.50 273.40 5045.90 48000.000 .49 1300.00 1739.00 668.50 2407.50 631.50 3039.00 1 08AUG12 13:31:11 PAGE 38 51350.000 .53 600.00 3915.00 422.50 4337.50 177.50 4515.00 53350.000 .74 1200.00 4470.00 1150.00 5620.00 50.00 5670.00 55590.000 .85 750.00 3590.00 705.00 4295.00 45.00 4340.00 56940.000 .91 750.00 3665.00 710.00 4375.00 40.00 4415.00 1 08AUG12 13:31:11 PAGE 39 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 ------- FLOODWAY ------- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 25530.000 240. 3141. 6.6 454.1 453.5 .6 25770.000 277. 3890. 5.3 454.5 454.0 .5 26830.000 571. 3677. 5.8 455.1 454.7 .4 26880.000 1632. 5155. 4.1 455.4 454.7 .7 27165.000 1602. 9316. 2.3 455.8 455.2 .6 27449.000 1705. 10657. 2.0 455.9 455.4 .5 27748.000 1680. 11043. 1.9 455.9 455.4 .5 27992.000 1533. 10765. 2.0 456.0 455.5 .5 28168.000 1434. 11517. 1.8 456.0 455.5 .5 28492.000 1346. 10783. 2.0 456.1 455.6 .5 28720.000 1220. 9477. 2.2 456.1 455.6 .5 28890.000 1214. 7866. 2.7 456.1 455.6 .5 29124.000 1071. 5688. 3.7 456.2 455.7 .5 29651.000 1401. 7297. 2.9 456.6 456.2 .4 29831.000 1253. 7244. 2.9 456.7 456.3 .4 30027.000 992. 5222. 4.1 456.8 456.4 .4 30384.000 930. 3641. 5.9 457.0 456.7 .3 30604.000 1118. 4723. 4.5 457.7 457.4 .3 30958.000 1237. 8106. 2.6 458.1 457.9 .2 31335.000 1119. 4010. 5.3 458.1 457.8 .3 32150.000 997. 2330. 9.1 458.1 457.9 .2 32200.000 1000. 1741. 12.2 457.9 457.7 .2 32230.000 1001. 1770. 12.0 458.1 457.9 .2 32250.000 1360. 3934. 3.8 460.3 460.3 .0 32305.000 1157. 2234. 6.7 460.1 460.1 .0 32725.000 1998. 6244. 2.4 461.3 461.2 .1 33145.000 556. 3934. 3.8 461.6 461.4 .2 33470.000 456. 3157. 4.7 461.9 461.7 .2 34260.000 600. 4861. 3.1 462.8 462.5 .3 34850.000 182. 1838. 8.1 463.1 462.6 .5 34950.000 858. 3310. 4.5 463.9 463.7 .2 35700.000 700. 3929. 3.8 464.8 464.4 .4 36250.000 700. 7660. 1.9 465.3 464.7 .6 36970.000 916. 3973. 3.9 465.2 464.6 .6 37600.000 930. 6843. 2.3 465.8 465.2 .6 37800.000 800. 6372. 2.4 465.9 465.3 .6 37990.000 820. 5354. 2.9 465.9 465.3 .6 38050.000 830. 5870. 2.7 465.9 465.4 .5 38200.000 849. 5686. 2.7 465.9 465.4 .5 38550.000 800. 5793. 2.7 466.1 465.6 .5 39290.000 704. 5596. 2.8 466.4 465.9 .5 39440.000 593. 2446. 6.4 466.1 465.6 .5 1 08AUG12 13:31:11 PAGE 40 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 ------- FLOODWAY ------- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 39490.000 409. 3424. 4.6 467.0 466.7 .3 Page 19 EFFECTFW.OH2 39540.000 476. 2380. 6.5 466.8 466.6 .2 39940.000 400. 2768. 5.6 467.6 467.2 .4 40650.000 499. 3198. 3.2 468.8 468.3 .5 48000.000 1300. 6190. 1.6 471.3 470.8 .5 51350.000 600. 3258. 2.9 472.5 472.0 .5 53350.000 1200. 3737. 2.5 473.3 472.6 .7 55590.000 750. 2249. 4.2 474.2 473.3 .9 56940.000 750. 2667. 3.5 475.4 474.5 .9 Page 20 E RM 2 0 1 ZO N E X REVISE D AREA Z O N E A Z O N E A E AN N O T A T E D FI R M REVISE D AREAZONEAE AN N O T A T E D FI R M HEC-2 OriginalHEC-RAS ConvertedDifferenceHEC-2 OriginalHEC-RAS ConvertedDifference 25530 453.52 453.52 0.00 --------- 25770 453.97 453.97 0.00 --------- 26830 454.69 454.69 0.00 --------- 26880 454.71 454.73 0.02 --------- 27165 455.24 455.28 0.04 --------- 27449 455.35 455.39 0.04 --------- 27748 455.42 455.46 0.04 --------- 27992 455.48 455.52 0.04 --------- 28168 455.53 455.57 0.04 --------- 28492 455.57 455.61 0.04 --------- 28720 455.62 455.65 0.03 --------- 28890 455.65 455.68 0.03 --------- 29124 455.70 455.74 0.04 --------- 29651 456.24 456.27 0.03 --------- 29831 456.33 456.36 0.03 --------- 30027 456.38 456.40 0.02 --------- 30384 456.74 456.77 0.03 --------- 30604 457.42 457.44 0.02 --------- 30958 457.93 457.94 0.01 --------- 31335 457.83 457.85 0.02 --------- 32150 457.91 457.93 0.02 --------- 32200 457.71 457.72 0.01 --------- 32230 457.91 457.90 -0.01 --------- 32250 460.31 460.30 -0.01 --------- 32305 460.15 460.14 -0.01 --------- 32725 461.24 461.24 0.00 --------- 33145 461.44 461.44 0.00 463.50 463.50 0.00 33470 461.72 461.74 0.02 463.71 463.72 0.01 34260 462.54 462.59 0.05 464.11 464.13 0.02 34850 462.56 462.61 0.05 464.38 464.40 0.02 34950 463.65 463.70 0.05 464.60 464.61 0.01 35700 464.39 464.41 0.02 465.52 465.53 0.01 36250 464.69 464.71 0.02 465.84 465.85 0.01 36970 464.59 464.64 0.05 465.78 465.81 0.03 37600 465.24 465.25 0.01 466.28 466.28 0.00 37800 465.27 465.28 0.01 466.28 466.29 0.01 37990 465.31 465.32 0.01 466.33 466.33 0.00 38050 465.38 465.39 0.01 466.40 466.41 0.01 38200 465.43 465.43 0.00 466.47 466.47 0.00 38550 465.58 465.59 0.01 466.58 466.58 0.00 39290 465.91 465.92 0.01 466.82 466.82 0.00 39440 465.59 465.60 0.01 466.48 466.48 0.00 39490 466.71 466.72 0.01 467.45 467.46 0.01 39540 466.59 466.60 0.01 467.37 467.38 0.01 39940 467.24 467.25 0.01 467.87 467.88 0.01 40650 468.30 468.31 0.01 468.80 468.80 0.00 48000 470.77 470.78 0.01 471.89 471.90 0.01 51350 472.03 472.04 0.01 472.85 472.86 0.01 53350 472.59 472.59 0.00 473.38 473.39 0.01 55590 473.26 473.27 0.01 474.07 474.08 0.01 56940 474.51 474.51 0.00 475.29 475.30 0.01 Max Increase =0.05 Max Increase =0.03 Max Decrease =-0.01 Max Decrease =0.00 Cross Section FEMA 100-Year City Effective 100-Year Fully Developed FEMA Form 086-0-27, (2/2011)Previously FEMA Form 81-89 MT-2 Form 1 Page 1 of 3 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY OVERVIEW & CONCURRENCE FORM O.M.B No. 1660-0016 Expires February 28, 2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless it displays a valid OMB control number. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 1800 South Bell Street, Arlington, VA 20958-3005, Paperwork Reduction Project (1660-0016). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program.Please do not send your completed survey to the above address. PRIVACY ACT STATEMENT AUTHORITY: The National Flood Insurance Act of 1968, Public Law 90-448, as amended by the Flood Disaster Protection Act of 1973, Public Law 93- 234. PRINCIPAL PURPOSE(S): This information is being collected for the purpose of determining an applicant's eligibility to request changes to National Flood Insurance Program (NFIP) Flood Insurance Rate Maps (FIRM). ROUTINE USE(S): The information on this form may be disclosed as generally permitted under 5 U.S.C § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA/NFIP/LOMA-1 National Flood Insurance Program (NFIP); Letter of Map Amendment (LOMA) February 15, 2006, 71 FR 7990. DISCLOSURE: The disclosure of information on this form is voluntary; however, failure to provide the information requested may delay or prevent FEMA from processing a determination regarding a requested change to a (NFIP) Flood Insurance Rate Maps (FIRM). A. REQUESTED RESPONSE FROM DHS-FEMA This request is for a (check one): CLOMR: A letter from DHS-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 DHS-FEMA officially revising the current NFIP map to show the changes to floodplains, regulatory floodway or flood elevations. (See 44 CFR Ch. 1, Parts 60, 65 & 72) B. OVERVIEW 1. The NFIP map panel(s) affected for all impacted communities is (are): Community No.Community Name State Map No.Panel No.Effective Date Example: 480301 480287 City of Katy Harris County TX TX 48473C 48201C 0005D 0220G 02/08/83 09/28/90 480170 City of Coppell TX 48113C 0135J 08/23/01 480170 City of Coppell TX 48113C 0155J 08/23/01 2. a. Flooding Source: Denton Creek b. Types of Flooding: Riverine Coastal Shallow Flooding (e.g., Zones AO and AH) Alluvial fan Lakes Other (Attach Description) 3. Project Name/Identifier: Westhaven Residential Development 4. FEMA zone designations affected: AE, X (choices: A, AH, AO, A1-A30, A99, AE, AR, V, V1-V30, VE, B, C, D, X) 5. Basis for Request and Type of Revision: a. The basis for this revision request is (check all that apply) Physical Change Improved Methodology/Data Regulatory Floodway Revision Base Map Changes Coastal Analysis Hydraulic Analysis Hydrologic Analysis Corrections Weir-Dam Changes Levee Certification Alluvial Fan Analysis Natural Changes New Topographic Data Other (Attach Description) Note: A photograph and narrative description of the area of concern is not required, but is very helpful during review. FEMA Form 086-0-27A, (2/2011)Previously FEMA Form 81-89 MT-2 Form 2 Page 1 of 3 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY RIVERINE HYDROLOGY & HYDRAULICS FORM O.M.B No. 1660-0016 Expires February 28, 2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 3.5 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 1800 South Bell Street, Arlington VA 20958-3005, Paperwork Reduction Project (1660-0016). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program.Please do not send your completed survey to the above address. PRIVACY ACT STATEMENT AUTHORITY: The National Flood Insurance Act of 1968, Public Law 90-448, as amended by the Flood Disaster Protection Act of 1973, Public Law 93-234. PRINCIPAL PURPOSE(S): This information is being collected for the purpose of determining an applicant's eligibility to request changes to National Flood Insurance Program (NFIP) Flood Insurance Rate Maps (FIRM). ROUTINE USE(S): The information on this form may be disclosed as generally permitted under 5 U.S.C § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA/NFIP/LOMA-1 National Flood Insurance Program (NFIP); Letter of Map Amendment (LOMA) February 15, 2006, 71 FR 7990. DISCLOSURE: The disclosure of information on this form is voluntary; however, failure to provide the information requested may delay or prevent FEMA from processing a determination regarding a requested change to a NFIP Flood Insurance Rate Maps (FIRM). Flooding Source: Denton Creek Note: Fill out one form for each flooding source studied A. HYDROLOGY 1. Reason for New Hydrologic Analysis (check all that apply) Not revised (skip to section B) No existing analysis Improved data Alternative methodology Proposed Conditions (CLOMR) Changed physical condition of watershed 2. Comparison of Representative 1%-Annual-Chance Discharges Location Drainage Area (Sq. Mi.)Effective/FIS (cfs)Revised (cfs) 3. Methodology for New Hydrologic Analysis (check all that apply) Statistical Analysis of Gage Records Precipitation/Runoff Model Specify Model: Regional Regression Equations Other (please attach description) Please enclose all relevant models in digital format, maps, computations (including computation of parameters), and documentation to support the new analysis. 4. Review/Approval of Analysis If your community requires a regional, state, or federal agency to review the hydrologic analysis, please attach evidence of approval/review. 5. Impacts of Sediment Transport on Hydrology Is the hydrology for the revised flooding source(s) affected by sediment transport? Yes No If yes, then fill out Section F (Sediment Transport) of Form 3. If No, then attach your explanation.. FEMA Form 086-0-27A, (2/2011)Previously FEMA Form 81-89 MT-2 Form 2 Page 2 of 3 B. HYDRAULICS 1. Reach to be Revised Description Cross Section Water-Surface Elevations (ft.) Effective Proposed/Revised Downstream Limit*Approx. 4,500 LF D/S of Highway 121 349+50 463.65 463.44 Upstream Limit*D/S face of Highway 121 394+90 466.71 466.61 *Proposed/Revised elevations must tie-into the Effective elevations within 0.5 foot at the downstream and upstream limits of revision. 2. Hydraulic Method/Model Used:HEC-RAS v.4.1.0 3. Pre-Submittal Review of Hydraulic Models* DHS-FEMA has developed two review programs, CHECK-2 and CHECK-RAS, to aid in the review of HEC-2 and HEC-RAS hydraulic models, respectively. We recommend that you review your HEC-2 and HEC-RAS models with CHECK-2 and CHECK-RAS. 4. Models Submitted Natural Run Floodway Run Datum Duplicate Effective Model*File Name: EFFECTMP.DAT Plan Name: ______________ File Name: EFFECTFW.DAT Plan Name: ______________NGVD29 Corrected Effective Model*File Name: ______________ Plan Name: ______________ File Name: ______________ Plan Name: ________________________ Existing or Pre-Project Conditions Model File Name: Westhaven.prj Plan Name: RevEx_FEMA MP File Name: Westhaven.prj Plan Name: RevEx_FEMA FW NAVD88 Revised or Post-Project Conditions Model File Name: Westhaven.prj Plan Name: Prop_FEMA MP File Name: Westhaven.prj Plan Name: Prop_FEMA FW NAVD88 Other - (attach description)File Name: ______________ Plan Name: ______________ File Name: ______________ Plan Name: ________________________ * For details, refer to the corresponding section of the instructions. Digital Models Submitted? (Required) C. MAPPING REQUIREMENTS A certified topographic work map must be submitted showing the following information (where applicable): the boundaries of the effective, existing, and proposed conditions 1%-annual-chance floodplain (for approximate Zone A revisions) or the boundaries of the 1%- and 0.2%-annual-chance floodplains and regulatory floodway (for detailed Zone AE, AO, and AH revisions); location and alignment of all cross sections with stationing control indicated; stream, road, and other alignments (e.g., dams, levees, etc.); current community easements and boundaries; boundaries of the requester's property; certification of a registered professional engineer registered in the subject State; location and description of reference marks; and the referenced vertical datum (NGVD, NAVD, etc.). Digital Mapping (GIS/CADD) Data Submitted (preferred) Topographic Information:On-Ground Field Survey and 2-Foot Aerial Contours Source:Kimley-Horn and Associates, Inc. and NCTCOG Date:2011 and 2007 Accuracy:+/- 0.1 foot and +/- 1 foot Note that the boundaries of the existing or proposed conditions floodplains and regulatory floodway to be shown on the revised FIRM and/or FBFM must tie-in with the effective floodplain and regulatory floodway boundaries. Please attach a copy of the effective FIRM and/or FBFM , at the same scale as the original, annotated to show the boundaries of the revised 1%-and 0.2%-annual-chance floodplains and regulatory floodway that tie-in with the boundaries of the effective 1%-and 0.2%-annual-chance floodplain and regulatory floodway at the upstream and downstream limits of the area on revision. Annotated FIRM and/or FBFM (Required) FEMA Form 086-0-27A, (2/2011)Previously FEMA Form 81-89 MT-2 Form 2 Page 3 of 3 D. COMMON REGULATORY REQUIREMENTS* 1. For LOMR/CLOMR requests, do Base Flood Elevations (BFEs) increase? Yes No a. For CLOMR requests, if either of the following is true, please submit evidence of compliance with Section 65.12 of the NFIP regulations: x The proposed project encroaches upon a regulatory floodway and would result in increases above 0.00 foot compared to pre-project conditions. x The proposed project encroaches upon a SFHA with or without BFEs established and would result in increases above 1.00 foot compared to pre-project conditions. b. Does this LOMR request cause increase in the BFE and/or SFHA compared with the effective BFEs and/or SFHA? Yes No If Yes, please attach proof of property owner notification and acceptance (if available). Elements of and examples of property owner notifications can be found in the MT-2 Form 2 Instructions. 2. Does the request involve the placement or proposed placement of fill? Yes No If Yes, the community must be able to certify that the area to be removed from the special flood hazard area, to include any structures or proposed structures, meets all of the standards of the local floodplain ordinances, and is reasonably safe from flooding in accordance with the NFIP regulations set forth at 44 CFR 60.3(A)(3), 65.5(a)(4), and 65.6(a)(14). Please see the MT-2 instructions for more information. 3. For LOMR requests, is the regulatory floodway being revised? Yes No If Yes, attach evidence of regulatory floodway revision notification. As per Paragraph 65.7(b)(1) of the NFIP Regulations, notification is required for requests involving revisions to the regulatory floodway. (Not required for revisions to approximate 1%-annual-chance floodplains [studied Zone A designation] unless a regulatory floodway is being established. Elements and examples of regulatory floodway revision notification can be found in the MT-2 Form 2 Instructions.) 4. For CLOMR requests, please submit documentation to FEMA and the community to show that you have complied with Sections 9 and 10 of the Endangered Species Act (ESA). For actions authorized, funded, or being carried out by Federal or State agencies, please submit documentation from the agency showing its compliance with Section 7(a)(2) of the ESA. Please see the MT-2 instructions for more detail. * Not inclusive of all applicable regulatory requirements. For details, see 44 CFR parts 60 and 65. FEMA Form 086-0-27B, (2/2011)Previously FEMA Form 81-89B MT-2 Form 3 Page 1 of 11 DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCYRIVERINE STRUCTURES FORM O.M.B. NO. 1660-0016 Expires February 28, 2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 7 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 1800 South Bell Street, Arlington, VA 20598-3005, Paperwork Reduction Project (1660-0016). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program.Please do not send your completed survey to the above address. PRIVACY ACT STATEMENT AUTHORITY:The National Flood Insurance Act of 1968, Public Law 90-448, as amended by the Flood Disaster Protection Act of 1973, Public Law 93-234. PRINCIPAL PURPOSE(S):This information is being collected for the purpose of determining an applicant's eligibility to request changes to National Flood Insurance Program (NFIP) Flood Insurance Rate Maps (FIRM). ROUTINE USE(S):The information on this form may be disclosed as generally permitted under 5 U.S.C § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA/NFIP/LOMA-1 National Flood Insurance Program; Letter of Map Amendment (LOMA) February 15, 2006, 71 FR 7990. DISCLOSURE:The disclosure of information on this form is voluntary; however, failure to provide the information requested may delay or prevent FEMA from processing a determination regarding a requested change to a NFIP Flood Insurance Rate Maps (FIRM). Flooding Source: Denton Creek Note: Fill out one form for each flooding source studied. A. GENERAL Complete the appropriate section(s) for each Structure listed below: Channelization...............complete Section B Bridge/Culvert................complete Section C Dam...............................complete Section D Levee/Floodwall.............complete Section E Sediment Transport........complete Section F (if required) Description Of Modeled Structure 1.Name of Structure:Denton Creek Type (check one): Channelization Bridge/Culvert Levee/Floodwall Dam Location of Structure: Approx. 3,900 LF D/S of Highway 121 to Highway 121 Downstream Limit/Cross Section: 356+14 Upstream Limit/Cross Section: 392+81 2.Name of Structure:Aerial Sanitary Sewer Crossing Type (check one): Channelization Bridge/Culvert Levee/Floodwall Dam Location of Structure: Approx. 3,300 LF D/S of Highway 121 Downstream Limit/Cross Section: 362+28 Upstream Limit/Cross Section: 362+48 3.Name of Structure:Pedestrian Bridge Type (check one) Channelization Bridge/Culvert Levee/Floodwall Dam Location of Structure: Approx. 1,800 LF D/S of Highway 121 Downstream Limit/Cross Section: 377+02 Upstream Limit/Cross Section: 377+27 NOTE: FOR MORE STRUCTURES, ATTACH ADDITIONAL PAGES AS NEEDED. FEMA Form 086-0-27B, (2/2011)Previously FEMA Form 81-89B MT-2 Form 3 Page 2 of 11 B. CHANNELIZATION Flooding Source: Denton Creek Name of Structure: Denton Creek 1. Hydraulic Considerations The channel was designed to carry 15,600 (cfs) and/or the 100-year flood. The design elevation in the channel is based on (check one): Subcritical flow Critical flow Supercritical flow Energy grade line If there is the potential for a hydraulic jump at the following locations, check all that apply and attach an explanation of how the hydraulic jump is controlled without affecting the stability of the channel. Inlet to channel Outlet of channel At Drop Structures At Transitions Other locations (specify): 2. Channel Design Plans Attach the plans of the channelization certified by a registered professional engineer, as described in the instructions. 3. Accessory Structures The channelization includes (check one): Levees [Attach Section E (Levee/Floodwall)] Drop structures Superelevated sections Transitions in cross sectional geometry Debris basin/detention basin [Attach Section D (Dam/Basin)] Energy dissipator Weir Other (Describe): 4. Sediment Transport Considerations Are the hydraulics of the channel affected by sediment transport? Yes No If yes, then fill out Section F (Sediment Transport) of Form 3. If No, then attach your explanation for why sediment transport was not considered. C. BRIDGE/CULVERT Flooding Source: Denton Creek Name of Structure: Aerial Sanitary Sewer Crossing 1. This revision reflects (check one): Bridge/culvert not modeled in the FIS Modified bridge/culvert previously modeled in the FIS Revised analysis of bridge/culvert previously modeled in the FIS 2. Hydraulic model used to analyze the structure (e.g., HEC-2 with special bridge routine, WSPRO, HY8): HEC-RAS v.4.1.0 If different than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structures. Attach justification. 3. Attach plans of the structures certified by a registered professional engineer. The plan detail and information should include the following (check the information that has been provided): Dimensions (height, width, span, radius, length)Distances Between Cross Sections Shape (culverts only)Erosion Protection Material Low Chord Elevations – Upstream and Downstream Beveling or Rounding Top of Road Elevations – Upstream and Downstream Wing Wall Angle Structure Invert Elevations – Upstream and Downstream Skew Angle Stream Invert Elevations – Upstream and Downstream Cross-Section Locations 4. Sediment Transport Considerations Are the hydraulics of the structure affected by sediment transport? Yes No If Yes, then fill out Section F (Sediment Transport) of Form 3. If no, then attach an explanation . FEMA Form 086-0-27B, (2/2011)Previously FEMA Form 81-89B MT-2 Form 3 Page 2 of 11 B. CHANNELIZATION Flooding Source: Name of Structure: 1. Hydraulic Considerations The channel was designed to carry (cfs) and/or the -year flood. The design elevation in the channel is based on (check one): Subcritical flow Critical flow Supercritical flow Energy grade line If there is the potential for a hydraulic jump at the following locations, check all that apply and attach an explanation of how the hydraulic jump is controlled without affecting the stability of the channel. Inlet to channel Outlet of channel At Drop Structures At Transitions Other locations (specify): 2. Channel Design Plans Attach the plans of the channelization certified by a registered professional engineer, as described in the instructions. 3. Accessory Structures The channelization includes (check one): Levees [Attach Section E (Levee/Floodwall)] Drop structures Superelevated sections Transitions in cross sectional geometry Debris basin/detention basin [Attach Section D (Dam/Basin)] Energy dissipator Weir Other (Describe): 4. Sediment Transport Considerations Are the hydraulics of the channel affected by sediment transport? Yes No If yes, then fill out Section F (Sediment Transport) of Form 3. If No, then attach your explanation for why sediment transport was not considered. C. BRIDGE/CULVERT Flooding Source: Denton Creek Name of Structure: Pedestrian Bridge 1. This revision reflects (check one): Bridge/culvert not modeled in the FIS Modified bridge/culvert previously modeled in the FIS Revised analysis of bridge/culvert previously modeled in the FIS 2. Hydraulic model used to analyze the structure (e.g., HEC-2 with special bridge routine, WSPRO, HY8): HEC-RAS v.4.1.0 If different than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structures. Attach justification. 3. Attach plans of the structures certified by a registered professional engineer. The plan detail and information should include the following (check the information that has been provided): Dimensions (height, width, span, radius, length)Distances Between Cross Sections Shape (culverts only)Erosion Protection Material Low Chord Elevations – Upstream and Downstream Beveling or Rounding Top of Road Elevations – Upstream and Downstream Wing Wall Angle Structure Invert Elevations – Upstream and Downstream Skew Angle Stream Invert Elevations – Upstream and Downstream Cross-Section Locations 4. Sediment Transport Considerations Are the hydraulics of the structure affected by sediment transport? Yes No If Yes, then fill out Section F (Sediment Transport) of Form 3. If no, then attach an explanation . DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 Appendices K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. Appendix E: Biological Review Biological Review Westhaven Single-Family Development Approximately 94-acres Coppell, Denton and Dallas Counties, Texas Prepared by: Kimley-Horn and Associates, Inc. 12700 Park Central Drive Suite 1800 Dallas, TX 75251 For: Mr. Terry Mitchell, P.E., Principal Contrast Development, L.L.C. 300 E. John Carpenter Freeway, Suite 940 Irving, Texas 75062 April 2012 KHA No. 064447701 Biological Review April 2012 Westhaven Single-Family Development Page 2 of 5 BIOLOGICAL REVIEW Project Location The proposed Westhaven Single-Family development project is on approximately 94-acres in Coppell, Denton and Dallas Counties, Texas. The site is generally located south of US 121 and west of Denton Tap Road. A vicinity map is attached at the back of this report in Appendix A, providing the location of the project area (Sheet 1 of 5). Project Description and Purpose The work triggering this biological assessment can be described as floodplain modifications to remove portions of the property from the FEMA effective floodplain in order to prepare the property for development. This work is being proposed in the effective floodplain of FEMA’s designated Denton Creek. The proposed development is best described as a multi-family development with the purpose of meeting the needs for this rapidly growing area. Project Area The approximate boundaries of the study area are provided on USGS Topo (Sheet 2 of 5), and recent aerial photography (Sheet 3 of 5), as well as historical aerial photography (Sheet 4 of 5). Appendix A also contains a USDA soils map (using aerial photography from 2010 as the base aerial) and a National Wetlands Inventory map, showing the study area. Kimley-Horn and Associates, Inc. (KHA) staff made site visits to the study area September 28, 2011 and November 21, 2011. The site visit was conducted by the author of this report who is qualified to make presence/absence determinations for federally listed species in Dallas and Denton Counties. Ground level photographs taken during the site visits are also attached in Appendix A. General locations of ground level photographs are provided on the photo location map (Sheet 5 of 5) in Appendix A. The last three digits of the naming convention of the photographs correspond to the numbering system on the photo location map. The study area appears to have been used historically for gravel mining and more recently for cattle grazing and hay production. Hydrologic Characteristics The most prominent aquatic feature on the study area is Denton Creek, which serves as the southern boundary. There are several representative photographs of this perennial stream included in this report. The second most prominent feature is a smaller stream which essentially divides the study area into the two parcels (photos 659, 660, 661, 662, 679, and 680). This stream appears on the USGS Topo map as an unnamed blue-line tributary to Denton Creek; (Sheet 2 of 5) in Appendix A. The upper reach of this stream appears to have an ephemeral flow regime while the lower reach appears to have an intermittent flow regime, until its confluence with Denton Creek. A ditch was observed in the southeast portion of the study area (photos 653, 654, 668, 670, and 671). It appears that the ditch was excavated in uplands and drains only uplands. Just before the ditch reaches Denton Creek, its characteristics change (photos 651 and 652). It becomes more ‘naturalized’ and flows into a small wetland that is adjacent to Denton Creek (photos 649 and 650). There is a small depression that had observable wetland characteristics (photos 657 and 658) as well as specific plants that are typically found in wetlands, including swamp privet (Forestiera acuminata) and smart weed (polygonum sp.). The 1996 aerial (Sheet 4 of 5) shows this area to be inundatked and quite a bit larger than what appeared to be ‘wet’ in the field. Though this area has held water to a larger extent than our estimate of the truly wet extent, our opinion is that the larger extent is representative of flood events and does not represent normal conditions. There is also an upland pond (photos 663 and 664) Biological Review April 2012 Westhaven Single-Family Development Page 3 of 5 serving to provide water for cattle which are grazed on the northern portion of the property. Additionally, there are two small areas on the north side of the study area which had characteristics of wetlands. Vegetative Characteristics The southern third of the eastern tract, as well as the riparian area of the western tract, are densely forested with mature bottomland hardwood species. Species included green ash (Fraxinus pennsylvanica), black willow (Salix nigra), pecan (Carya illinoinensis), Eastern cottonwood (Populus deltoides), Osage-orange (Maclura pomifera), American elm (Ulmus americana), Shumard oak (Quercus shumardii). These species were also representative of the riparian area on the western tract. The central portion of the eastern tract was dominated by hackberry (Celtis laevigata), cedar elm (Ulmus crassifolia), and mesquite (Prosopis glandulosa). The northern third was primarily dominated by mesquite scrub- shrub. Trees outside of the riparian area on the western tract were dominated by cedar elm, hackberry, and Eastern cottonwood. The northern portion of the eastern tract is grazed by cattle. The majority of the western tract is cultivated for hay production. The central portion of the western tract had debris piles which has kept it out of hay production and has allowed trees to become established. Soil Characterization According to the Denton and Dallas Counties, Texas Soil Surveys, the uplands on the study area are dominated by Arents, gently undulating, Arents, hilly, and Bastsil fine sandy loam, 1 to 3 percent slopes. These Arents would be indicative of an area previously disturbed by gravel mining activities. The USGS Topo map shows that the area was used for gravel mining. The riparian areas are mapped as Frio silty clay, occasionally flooded. Species Identification The United States Fish and Wildlife Service (http://www.fws.gov/southwest/es/EndangeredSpecies/EndangeredSpecies_Lists/EndangeredSpecies_Lis ts_Main.cfm, April 17, 2012) lists the following for Dallas County: x Black-capped Vireo (Vireo atricapilla), Endangered; x Golden-cheeked warbler (Dendroica chrysoparia), Endangered; x Least tern (Sterna antillarum), Endangered; x Piping Plover (Charadrius melodus), Threatened; and x Whooping crane (Grus americana), Endangered. Denton County: x Whooping crane (Grus americana), Endangered; x Piping Plover (Charadrius melodus), Threatened; and x Least tern (Sterna antillarum), Endangered. The following species descriptions were referenced from the Texas Parks and Wildlife Department Wildlife Fact Sheets accessed on April 17, 2012 (http://www.tpwd.state.tx.us/huntwild/wild/species/ ). Even though the Bald Eagle has been recently delisted, it will continue to be protected by the Bald and Golden Eagle Protection Act and the Migratory Bird Treaty Act. Bald Eagles are present year-round throughout Texas as spring and fall migrants, breeders, or winter residents. The Bald Eagle is found primarily near rivers and large lakes; nests in tall trees or on cliffs near water; communally roosts, especially in winter; hunts live prey, scavenges, and pirates food from other birds. There is no suitable habitat present to sustain a population of these birds in the project area. Biological Review April 2012 Westhaven Single-Family Development Page 4 of 5 Black-capped vireos nest throughout Central Texas during April through July, and spend the winter on the western coast of Mexico. Nests are usually built in shrubs such as shin oak or sumac. Rangelands with scattered clumps of shrubs separated by open grassland, created by frequent fire, are preferred habitat for the black-capped vireo. There is no suitable habitat present to sustain a population of these birds in the project area. In Texas, golden-cheeked warblers are found in the Edwards Plateau and locally north to Palo Pinto County. Golden-cheeked warblers nest only in central Texas mixed Ashe-juniper and oak woodlands in ravines and canyons. Woodlands with tall Ashe juniper (colloquially "cedar"), oaks, and other hardwood trees provide habitat for the golden-cheeked warbler. They use long strips of cedar bark and spider webs to build their nests. Golden-cheeked warblers come to Texas in March to nest and raise their young, and leave in July to spend the winter in Mexico and Central America. There is no suitable habitat present to sustain a population of these birds in the project area. The interior population of Lease Tern winter along the Texas Gulf while breeding populations range throughout North Texas, primarily along the Red River. The birds usually stay in close proximity to rivers and nest, raise young, and relax on barren river sandbars. The nest is a shallow depression in an open, sandy area, gravelly patch, or exposed flat. For feeding, Least Terns need shallow water with an abundance of small fish. As natural nesting sites have become scarce, the birds have used sand and gravel pits, ash disposal areas of power plants, reservoir shorelines, and other manmade sites. There is no habitat present to support a population of these birds on the property. Piping plovers migrate from the Northern Great Lakes to the Gulf Coast to breed. They begin to arrive in Texas during July or August and will remain on the Texas coast for up to nine months. These shorebirds live on sandy beaches and lakeshores. To create a nest, they scrape a shallow depression in the sand to lay their eggs. They begin arriving in late July or early August, and will remain for up to nine months. Gulf Coast beaches from Florida to Mexico and Atlantic coast beaches from Florida to North Carolina provide winter homes for plovers. There is no habitat present to support a population of these birds on the property. Although the whooping crane breeds in Canada during the summer months, the birds migrate to Texas' coastal plains near Rockport, in and around Aransas National Wildlife Refuge, from November through March. The area's coastal prairie rolls gently here and is dotted with swales and ponds. They summer and nest in poorly drained wetlands in Canada's Northwest Territories at Wood Buffalo National Park. There is no habitat present to support a population of these birds on the property. There is no designated critical habitat for these listed species in Dallas or Denton County. KHA staff did not observe the presence or sign of past presence of these birds on the study area. There is no habitat present to support a population of these birds on the study area. Finding Finding (Listed Species): X No effect to listed species or their habitat May affect species, not likely to adversely affect species or its habitat May beneficially affect species or its habitat Likely to adversely affect species or its habitat Biological Review April 2012 Westhaven Single-Family Development Page 5 of 5 Request Please provide written concurrence with the findings of this Biological Review showing ‘No Effect’ on listed species or critical habitat. Compliance with Federal Emergency Management Agency (FEMA) requirements for a Conditional Letter of Map Revision (CLOMR) on the project area, discussed in this Biological Review, necessitates an official letter from your office concurring that a project on this property would have ‘No Effect’ on listed species or their critical habitat. In accordance with FEMA’s Memo 64, we are respectfully requesting ‘an official letter from the Service concurring that the project has “No Effect” on listed species or critical habitat’. Please direct your response to: Larry Clendenen, CF, PWS Kimley-Horn and Associates, Inc. 12700 Park Central Drive, Suite 1800 Dallas, TX 75251 817-304-2121 larry.clendenen@kimley-horn.com Citations Natural Resources Conservation Service; National Cooperative Soil Survey, Web Soil Survey, Soil Map- Dallas County, Texas. UTM Zone 14N NAD83. Map scale: 1:7,920. http://websoilsurvey.nrcs.usda.gov Sheet 01 of 05: Vicinity Map: Copyright: (c) 2010 Microsoft Corporation and its data suppliers. ESRI licensing Sheet 02 of 05: Topographic Study Area Map: Copyright: © 2011 National Geographic Society, i-cubed eTOPO 1:250,000-scale Sheet 03 of 05:Recent Aerial Photography Map: TNRIS, 2010 NAIP 1m NC/CIR, Natural Color Imagery for Texas acquired between April 23, 2010 and September 20, 2010. Sheet 04 of 05:Historical Aerial Photography Map: TNRIS, 1996 TOP 1m CIR Sheet 05 of 05:Photo Location Map: TNRIS, 2010 NAIP 1m NC/CIR, Natural Color Imagery for Texas acquired between April 23, 2010 and September 20, 2010. Texas Parks and Wildlife Department, Wildlife Fact Sheets. Accessed on April 17, 2012 http://www.tpwd.state.tx.us/huntwild/wild/species/ US Fish and Wildlife Service, National Wetlands Inventory Mapper. September 26, 2011. Classification of Wetlands and Deepwater Habitats of the United States, accessed on January 9, 2012. <http://www.fws.gov/wetlands/> US Fish and Wildlife Service, Ecological Services, Species list by County for Texas: Dallas. Accessed on April, 17, 2012. http://www.fws.gov/southwest/es/EndangeredSpecies/EndangeredSpecies_Lists/EndangeredSpec ies_Lists_Main.cfm K:\DAL_Environmental\Project\064447701 - Coppell (Howsley-Flournoy)\Biological Review\Coppell BR.doc Appendix A Maps and Ground Level Photographs Vicinity Map Howsley-Schreiber TractsJanuary, 2012 KHA Project No. 0 64447 701 Sheet 01 of 05 12700 Park Central Drive Suite 1800Dallas, TX 75251-1516Phone:(972) 770-1300Fax: (972) 239-3820 ²0 1,000 2,000500Feet This product is for informational purposes and may not have beenprepared for or be suitable for legal, engineering, or surveyingpurposes. It does not represent an on-the-ground survey andrepresents only the approximate relative location of propertyboundaries. Study Area Schreiber Tract Howsley Tract USGS Topo Map Howsley-Schreiber TractsJanuary, 2012 KHA Project No. 064447701 Sheet 02 of 05 12700 Park Central Drive Suite 1800Dallas, TX 75251-1516Phone:(972) 770-1300Fax: (972) 239-3820 ²05001,000250Feet This product is for informational purposes and may not have beenprepared for or be suitable for legal, engineering, or surveyingpurposes. It does not represent an on-the-ground survey andrepresents only the approximate relative location of propertyboundaries. Study Area Aerial Photography (Aerial Source: TNRIS, 2010) Howsley-Schreiber TractsJanuary, 2012 KHA Project No. 064447701 Sheet 03 of 05 12700 Park Central Drive Suite 1800Dallas, TX 75251-1516Phone:(972) 770-1300Fax: (972) 239-3820 ²0250500125Feet This product is for informational purposes and may not have beenprepared for or be suitable for legal, engineering, or surveyingpurposes. It does not represent an on-the-ground survey andrepresents only the approximate relative location of propertyboundaries. Study Area Historic Aerial Photography (Aerial Source: TNRIS, 1996) Howsley-Schreiber TractsKHA Project No. 064447701 Sheet 04 of 05 12700 Park Central Drive Suite 1800Dallas, TX 75251-1516Phone:(972) 770-1300Fax: (972) 239-3820 ²0250500125Feet This product is for informational purposes and may not have beenprepared for or be suitable for legal, engineering, or surveyingpurposes. It does not represent an on-the-ground survey andrepresents only the approximate relative location of propertyboundaries. Study Area ²0250500125Feet 881 882 883 878 879 880 863864 865 866 867 868 869 870 871 872 873 875874 876877 659 660 658 655 656 649 650652 651 665 666 667 668 669 654 653 670 671 664 663 675 676 677 678 679 680 672 673 674 657 Photo Locations (Aerial Source: TNRIS, 2010) Howsley-Schreiber TractsJanuary, 2012 KHA Project No. 064447701 Sheet 05 of 05 12700 Park Central Drive Suite 1800Dallas, TX 75251-1516Phone:(972) 770-1300Fax: (972) 239-3820 This product is for informational purposes and may not have beenprepared for or be suitable for legal, engineering, or surveyingpurposes. It does not represent an on-the-ground survey andrepresents only the approximate relative location of property 661 662 P9282649.JPG P9282651.JPG P9282653.JPG P9282650.JPG P9282652.JPG P9282654.JPG P9282655.JPG P9282657.JPG P9282659.JPG P9282656.JPG P9282658.JPG P9282660.JPG P9282661.JPG P9282663.JPG P9282665.JPG P9282662.JPG P9282664.JPG P9282666.JPG P9282667.JPG P9282669.JPG P9282671.JPG P9282668.JPG P9282670.JPG P9282672.JPG P9282673.JPG P9282675.JPG P9282677.JPG P9282674.JPG P9282676.JPG P9282678.JPG P9282679.JPG P9282680.JPG P1012863.JPG P1012865.JPG P1012867.JPG P1012864.JPG P1012866.JPG P1012868.JPG P1012869.JPG P1012871.JPG P1012873.JPG P1012870.JPG P1012872.JPG P1012874.JPG P1012875.JPG P1012877.JPG P1012879.JPG P1012876.JPG P1012878.JPG P1012880.JPG P1012881.JPG P1012883.JPG P1012882.JPG Dento n C r e e k Ace Ln Coppell Rd Frontage R d Stat e H i g h w a y 1 2 1 B y p Ma d i s o n S t Vista R i d g e B l v d Layton Dr Loxley Dr Mullr a n y D r Coppers t o n e T r l C a n e m o u n t L n Clifton Ct Giff o r d C t Gi f f o r d D r La i r d s D r We s t m i n s t e r C t Gr a h a m D r Ba n k e r s C o t t a g e L n Lucky Ln Vista R i d g e B l v d Stat e H i g h w a y 1 2 1 B y p Stat e H i g h w a y 1 2 1 B y p Vist a R i d g e B l v d Vista R i d g e B l v d 33 6 7 9 36 63 39 52 685400 685400 685500 685500 685600 685600 685700 685700 685800 685800 685900 685900 686000 686000 686100 686100 686200 686200 686300 686300 686400 686400 686500 686500 686600 686600 686700 686700 686800 686800 686900 686900 687000 687000 36 5 1 1 0 0 36 5 1 1 0 0 36 5 1 2 0 0 36 5 1 2 0 0 36 5 1 3 0 0 36 5 1 3 0 0 36 5 1 4 0 0 36 5 1 4 0 0 36 5 1 5 0 0 36 5 1 5 0 0 36 5 1 6 0 0 36 5 1 6 0 0 36 5 1 7 0 0 36 5 1 7 0 0 36 5 1 8 0 0 36 5 1 8 0 0 36 5 1 9 0 0 36 5 1 9 0 0 36 5 2 0 0 0 36 5 2 0 0 0 36 5 2 1 0 0 36 5 2 1 0 0 0 800 1,600 2,400400 Feet 0 200 400 600100 Meters± 32° 59' 30'' 96 ° 5 9 ' 5 3 ' ' 32° 58' 54'' 96 ° 5 9 ' 5 4 ' ' 32° 58' 55'' 32° 59' 31'' 97 ° 0 ' 5 8 ' ' 97 ° 0 ' 5 7 ' ' Map Scale: 1:7,920 if printed on A size (8.5" x 11") sheet. Soil Map—Dallas County, Texas, and Denton County, Texas Natural ResourcesNatural ResourcesNatural ResourcesNatural ResourcesConservation ServiceConservation ServiceConservation ServiceConservation Service Web Soil SurveyNational Cooperative Soil Survey 12/15/2011Page 1 of 3 MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Units Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Gully Short Steep Slope Other Political Features Cities Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Map Scale: 1:7,920 if printed on A size (8.5" × 11") sheet. The soil surveys that comprise your AOI were mapped at scales ranging from 1:20,000 to 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: UTM Zone 14N NAD83 This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Dallas County, Texas Survey Area Data: Version 8, Jan 14, 2010 Soil Survey Area: Denton County, Texas Survey Area Data: Version 7, Jan 14, 2010 Your area of interest (AOI) includes more than one soil survey area. These survey areas may have been mapped at different scales, with a different land use in mind, at different times, or at different levels of detail. This may result in map unit symbols, soil properties, and interpretations that do not completely agree across soil survey area boundaries. Date(s) aerial images were photographed: Data not available. The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map–Dallas County, Texas, and Denton County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/15/2011 Page 2 of 3 Map Unit Legend Dallas County, Texas (TX113) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 36 Frio silty clay, occasionally flooded 2.8 2.8% 39 Gowen loam, occasionally flooded 0.2 0.2% Subtotals for Soil Survey Area 3.0 3.0% Totals for Area of Interest 99.4 100.0% Denton County, Texas (TX121) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 6 Arents, gently undulating 22.0 22.1% 7 Arents, hilly 15.3 15.4% 9 Bastsil fine sandy loam, 1 to 3 percent slopes 12.8 12.8% 33 Frio silty clay, occasionally flooded 44.4 44.6% 52 Lewisville clay loam, 1 to 3 percent slopes 0.2 0.2% 63 Ovan clay, occasionally flooded 1.8 1.8% Subtotals for Soil Survey Area 96.4 97.0% Totals for Area of Interest 99.4 100.0% Soil Map–Dallas County, Texas, and Denton County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/15/2011 Page 3 of 3 Howsley-Schreiber Jan 9, 2012 This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site. User Remarks: DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 Appendices K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. Appendix F: City of Coppell 100-Year Fully Developed Conditions Duplicate Effective Model Output Revised Existing Condition HEC-RAS Result Summary Table Proposed Condition HEC-RAS Result Summary Table Valley Storage Calculations Revised Existing Condition 100-Year Fully Developed Floodplain Workmap Proposed Condition 100-Year Fully Developed Floodplain Workmap DCULDUP1.OH2 1******************************************** *************************************** * 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 08AUG12 TIME 13:30:38 * * (916) 756-1104 * ******************************************** *************************************** X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 1 08AUG12 13:30:38 PAGE 1 THIS RUN EXECUTED 08AUG12 13:30:38 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* T1 COPPELL CITY-WIDE STORM WATER MANAGEMENT STUDY T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 2 YEAR DISCHARGE CROSS SECTIONS 35700 & 36250 ADDED TO CITY MODEL PROPOSED LAKE AND BACK OF LOT FILL ADDED FOR VILLAGE AT COTTONWOOD CREEK SECTION VI FOR SECTIONS 35700,36250 & 36970 STUDY FOR MANSIONS. FILE:"9714UPC7" ADDED SECTS, PROP. COND.11/97 ABOVE COMPLETED AS PART OF MANISIONS BY THE LAKE LOMR REVISIONS TO ABOVE DAI MODEL COMPLETED BY KHA IN 7/99 REVISIONS INCLUDE CHANGING THE ORDER OF NC/NH CARDS AT SECTIONS 39290, 39440, 39490, 39540, 40650 ADDING AS-BLT MODIFICATIONS MADE IN FEMA MODELS BY DAI FOR SECTIONS 36970 TO 56940 THIS MODEL DOES NOT INLCUDE PROPOSED SCHREIBER TRACT FILL T3 DENTON CREEK SCHREIBER TRACT FILE:DCULDUP1.DAT 7/99 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 457.47 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 38 43 1 26 7 53 54 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 NC .055 .055 .025 .3 .5 QT 5 5645. 10168. 14753. 16681. 36200. NH 5. 0.050 2305.9 0.055 2420.6 0.060 2752. 0.045 2960. 0.055 NH 4435. CROSS SECTION 33145 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. 1 08AUG12 13:30:38 PAGE 2 BEGIN SEPARATE MODELLING OF DENTON CRK. & COTTONWOOD BR. --AHH X1 33145. 42. 2390. 2960. 385. 290. 420. X3 3250. GR 470. 825. 470. 825. 470. 825. 470. 825. 465. 825. GR 465. 2305.9 460.33 2315. 460.55 2350.1 460.64 2390. 453. 2420.6 GR 452. 2485. 451.75 2515. 452. 2545. 453. 2620. 463. 2660. GR 463. 2752. 462. 2779. 461. 2789. 460. 2795. 455. 2810. GR 450. 2825. 445. 2835. 440. 2849. 439. 2852. 438.4 2862. GR 439. 2870. 440. 2878. 445. 2889. 450. 2898. 455. 2903. GR 460. 2930. 461. 2938. 462. 2951. 463. 2960. 463. 2969. GR 462. 3005. 461. 3039. 461. 3750. 460. 3800. 460. 4300. GR 463.6 4310.8 469. 4435. NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 3160. CROSS SECTION 33470 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. ELIMINATED GROUND POINTS AT SECTION 33470. SOUTH OF 2770. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. X1 33470. 38. 1135. 1603. 315. 260. 325. X3 2030. GR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. 960.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. 1310. Page 1 DCULDUP1.OH2 GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. 1432. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. 1485. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 1565. GR 461. 1580. 462. 1592. 463. 1603. 460. 1609. 460. 1880. GR 461. 1930. 461. 2040. 461. 2198. 461. 2375. 460.1 2550. GR 463.8 2561. 464.8 2990. 465.2 3160. NH 4. 0.055 1201. 0.060 1280. 0.045 1392. 0.055 2230. CROSS SECTION 34260 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. MODIFIED IN RIGHT OVERBANK AREAS FROM PARKS OF COPPELL TOPOGRAPHY. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100-YEAR FLOOD LIMITS. ELIMINATED GROUND POINTS AT SECTION 34260 SOUTH OF 1970. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. X1 34260. 34. 868. 1520. 830. 250. 790. X3 1660. GR 470. 0.0 465. 0.0 465. 853. 461.2 868. 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. GR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. GR 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455. 1381. GR 460. 1392. 461. 1415. 462. 1445. 463. 1472. 464. 1520. 1 08AUG12 13:30:38 PAGE 3 GR 461. 1620. 461. 1800. 464.5 1810.5 465.5 2230. NH 6. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1520. 0.055 NH 1671. 0.050 1760. CROSS SECTION 34850. FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. NOT MODIFIED SINCE EFFECTIVE FLOW LIMITS PREVENTS FLOWS FROM ENTERING COTTONWOOD BRANCH AREA AT FAR RIGHT END OF THE SECTION EVEN AT HIGH DISCHARGES. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100-YEAR FLOOD LIMITS. X3 REMOVED TO ALLOW FLOW OUT OF CHANNEL -AHH X1 34850. 33. 1310. 1520. 520. 640. 590. 0.0 0.0 0.0 GR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. GR 462.0 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. GR 465. 1520. 466. 1532. 467. 1550. 468. 1570. 469. 1590. GR 470. 1610. 471. 1630. 472. 1648. 473. 1671. 474. 1691. GR 475. 1710. 476. 1740. 477.79 1760. NH 5. .050 1355. .055 2005. .060 2310. .045 2520. .055 NH 2610. CROSS SECTION 34950 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL MODIFIED TO ELIMINATE FLOW AREAS IN COTTONWOOD BRANCH AT SOUTH END OF THE CROSS SECTION & INEFFECTIVE FLOW AT NORTH END. X1 34950. 31. 2310. 2520. 110. 90. 100. X3 1494. GR 470. 620. 465. 620. 464. 740. 463. 760. 463. 930. GR 463.48 1000. 463. 1062. 462. 1190. 461. 1355. 461. 2005. GR 462. 2038. 463. 2210. 464. 2270. 464.3 2310. 460. 2338. GR 455. 2341. 450. 2380. 445. 2388. 440. 2390. 439.3 2394. GR 440. 2410. 445. 2428. 450. 2435. 455. 2442. 460. 2465. GR 465. 2520. 466. 2532. 467. 2550. 468. 2570. 469. 2590. GR 470. 2610. NH 5. .050 1394. .055 2057. .060 3106. .045 3233. .055 NH 4220. SECTION 35700 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK X1 35700 30 3106 3233 750 750 750 X3 10000 2281 3430 GR 470.00 1000 468.00 1124 466.00 1326 464.00 1394 463.20 1754 GR 463.10 2057 462.00 2127 460.40 2331 460.40 2471 462.00 2524 GR 462.00 2962 460.00 3106 458.00 3127 450.00 3153 444.00 3158 GR 439.50 3188 444.00 3219 450.00 3223 460.00 3233 462.00 3273 GR 462.50 3303 460.30 3348 462.00 3401 464.00 3426 466.00 3428 GR 467.20 3549 468.00 3678 469.00 3815 470.00 3957 472.00 4220 1 08AUG12 13:30:38 PAGE 4 NH 5. .060 2316. .055 2765. .060 3028. .045 3172. .040 NH 4619. SECTION 36250 TAKEN FROM CITY OF COPPELL FEB 29, 1992 AERIAL TOPO X3 RECORD USED TO MODEL INEFFECTIVE FLOW AREA ON LEFT OVERBANK BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK GR RECORDS MODIFIED TO SHOW PROPOSED LAKE IN RIGHT OVERBANK X1 36250 35 3028 3172 500 500 520 X3 2288 3625 GR 472.00 1000 470.00 1745 468.00 2288 466.00 2301 464.00 2316 GR 464.00 2438 462.00 2542 460.70 2581 460.70 2685 462.00 2744 GR 464.00 2765 464.70 2808 464.00 2903 462.00 2965 460.00 2993 GR 458.00 3028 450.00 3051 444.00 3055 439.80 3086 444.00 3116 GR 450.00 3123 460.00 3138 462.00 3172 462.00 3230 460.00 3240 GR 459.00 3266 448.00 3299 448.00 3525 463.00 3595 463.00 3605 GR 468.00 3625 468.00 3773 470.00 4071 471.70 4350 472.00 4619 NC .055 .055 .045 .1 .3 0. 0. 0. 0. 0. NH 6. 0.060 1200. 0.050 2330. 0.060 2900. 0.045 3060. 0.060 NH 3960. 0.050 4070. 0. 0. 0. 0. 0. 0. 0. BACK OF LOT FILL MODELED USING X3 RECORD ON RIGHT OVERBANK Page 2 DCULDUP1.OH2 EXISTING POND IN RIGHT OVERBANK ***** SECTION "D" ***** CROSS SECTION 36970 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. X1 36970. 36. 2900. 3060. 600. 600. 720. X3 1494. GR 483 1000 477.5 1050 475 1200 475 1430 470 2330 GR 466 2530 462 2620 462 2750 463.5 2800 462 2850 GR 465 2900 458 2930 453.5 2930 444 2930 440 2937 GR 442.7 2970 450.6 2975 454 2985 456 2990 462 3060 GR 463.3 3200 462 3300 462 3400 464 3430 464.5 3570 GR 463 3645 460 3658 457 3690 457 3730 460 3765 GR 463 3790 465 3815 468.5 3835 469 3960 469 3990 GR 473 4070 NH 4 .055 1876 .045 2160 .055 2400 .040 2730 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 37600 21 1876 2160 550 350 630 GR 468 1601 468 1601 466 1628 464 1669 462 1876 GR 460 1924 455 2038 450 2058 445 2065 440 2105 GR 445 2120 460 2160 460 2400 460 2400 461 2570 GR 462 2610 461 2650 458 2680 452 2700 452 2730 GR 470 2730 1 08AUG12 13:30:38 PAGE 5 NH 4 .055 2068 .045 2135 .055 2185 .040 2455 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 37800 24 2024 2185 70 100 200 GR 470 1046 468 1392 466 1422 464 1470 462.3 1660 GR 464 1892 464 2024 462 2032 460 2042 450 2068 GR 445 2077 440 2100 445 2125 450 2135 460 2185 GR 461 2215 457 2260 451 2280 451 2360 457 2380 GR 459.7 2400 464 2401 464 2455 470 2455 NH 4 .06 2142 .045 2260 .04 2320 .040 2570 SECTION ADDED FROM TOPO, AS-BLT SURVEY. RES 12/14/98 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 37990 28 2133 2260 210 280 190 GR 468 1425 466 1498 464 1586 462 1778 464 1897 GR 466 2018 466 2090 464 2133 462 2142 460 2155 GR 450 2170 444 2175 441 2200 444 2208 450 2220 GR 460 2250 462 2260 462 2260 462 2320 459 2345 GR 457 2370 451 2390 451 2455 458 2475 460 2475 GR 463 2525 464 2570 473 2570 NH 4 .06 2089 .045 2260 .055 2260 .04 2595 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 38050 31 2089 2260 60 60 60 GR 468 1509 466 1545 464 1567 462 1590 462 1809 GR 464 1893 466 1987 468 2072 468 2089 466 2118 GR 464 2130 462 2140 460 2148 450 2176 444 2180 GR 441 2200 444 2208 450 2220 460 2250 462 2260 GR 462 2260 462 2320 459 2345 457 2365 451 2385 GR 451 2480 457 2505 459 2540 464 2575 464 2595 GR 473 2595 NH 4 .06 2117 .045 2270 .055 2295 .045 2640 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 38200 34 2117 2270 150 150 150 GR 468 1555 466 1583 464 1627 462 1666 460 1741 GR 460 1847 462 1876 464 1951 466 2018 468 2065 GR 468 2117 460 2135 450 2157 444 2163 441 2185 GR 444 2200 450 2215 460 2255 462 2270 462 2295 GR 462 2330 457 2375 451 2395 451 2410 457 2425 GR 464 2465 464 2480 457 2530 451 2550 451 2570 GR 457 2588 459 2605 464 2640 473 2640 NH 6. .06 1901 .05 2069 .06 2103 .045 2225 .05 NH 2300 .045 2620 SECTION ADDED FROM TOPO. RES 3/8/97 RIGHT OVERBANK REVISED TO BETTER MATCH 1992 TOPO KHA 8/99 X1 38550. 36 2103 2225 340 330 350 GR 468 1415 466.3 1521 468 1580 469 1614 468 1659 GR 466 1688 464 1730 462 1754 460 1774 460 1901 GR 462 1919 464 1964 466 2027 468 2069 468 2103 GR 466 2107 464 2120 462 2130 460 2139 444 2160 1 08AUG12 13:30:38 PAGE 6 GR 441.2 2190 444 2205 460 2225 461.2 2300 457 2355 GR 457 2450 460 2480 457 2505 451 2525 451 2555 GR 457 2575 459 2595 462 2610 462 2610 463 2620 GR 473 2620 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 5 .05 1249 .055 1506 .045 1675 .055 2175 .05 NH 2310 6.1 6.1 6.1 6.1 1360 2064 X1 39290 28 1506 1675 600 800 740 X5 1 466.82 GR 468 977 466 1199 464 1249 462 1301 460 1309 GR 460 1328 462 1359 464 1404 466 1430 466 1506 GR 460 1537 450 1553 445 1565 441.88 1580 445 1600 GR 450 1615 460 1675 460 1710 458 1750 458 1950 Page 3 DCULDUP1.OH2 GR 460 2000 462 2150 464 2175 466 2180 468 2190 GR 470 2200 472 2240 474 2310 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 NH 4710. 0.055 6040. 0. 0. 0. 0. 0. 0. 0. ET 6.1 6.1 6.1 6.1 3921 4514 CROSS SECTION 39440 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. ********** END OF KH-PARCHE COORDINATION MODEL ****************** X1 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. GR 464. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1090 .05 2380 .055 3760 .045 4670 .05 NH 4950 .055 6200 ET 6.1 6.1 6.1 6.1 3880 4505 FEMA CROSS SECTION X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 GR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 GR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 1 08AUG12 13:30:38 PAGE 7 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 GR 495 5940 499 6120 500 6200 NC RECORD AND INEFFECTIVE FLOW (ET RECORD) ADDED FOR S.H. 121 NC .3 .5 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 ET 6.1 6.1 6.1 6.1 3900 4600 FEMA CROSS SECTION X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 SECTION ADDED FROM TOPO. BMS 6/99 NC RECORD ADDED FOR S.H. 121 NC .3 .5 NH 4 .055 1420 .045 1500 .055 1780 .035 2010 X1 39940 24 1420 1500 400 400 400 GR 475.6 1000 472.0 1120 470 1130 468 1140 466 1150 GR 464.7 1170 464 1380 462 1410 460 1420 444 1430 GR 442 1450 458.0 1500 460.0 1510 462 1530 464 1560 GR 466 1570 466 1620 464 1650 462 1680 462 1690 GR 464.0 1740 470.0 1780 472 1930 474 2010 NC .1 .3 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 FEMA CROSS SECTION X1 40650 32 4730 4815 1000 400 700 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT 5 2994. 5761. 9182. 10837. 36200. NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 1 08AUG12 13:30:38 PAGE 8 FEMA CROSS SECTION X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 GR 498.4 5020 501.5 5200 Page 4 DCULDUP1.OH2 QT 5. 3166. 5796. 9885. 11721. 36200. NH 6 .05 1400 .05 2930 .055 4160 .045 4515 .058 NH 4585 .06 5420 FEMA CROSS SECTION X1 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 GR 482 4615 484 4675 498 5215 500 5330 505.5 5420 NH 6 .05 1300 .055 3400 .05 5570 .045 5670 .058 NH 6120 .055 6230 FEMA CROSS SECTION X1 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 474 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 NH 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 QT 5. 2700. 6584. 9918. 12101. 36200. FEMA CROSS SECTION X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 487 1300 484 1500 486 1550 GR 489 1900 480 2000 475 2500 475 2600 471 3000 GR 472 3600 472 3900 473 4000 476 4240 470 4250 GR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 GR 473 4440 483 4480 502 4540 1 08AUG12 13:30:38 PAGE 9 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 FEMA CROSS SECTION X1 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 1 08AUG12 13:30:38 PAGE 10 T1 COPPELL CITY-WIDE STORM WATER MANAGEMENT STUDY T2 PROPOSED CONDITIONS WITH FULLY DEVELOPED 100 YEAR DISCHARGE T3 DENTON CREEK SCHREIBER TRACT CORRECTED ULTIMATE 7/99 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 463.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0 -1 1 08AUG12 13:30:38 PAGE 11 THIS RUN EXECUTED 08AUG12 13:30:39 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK SCHREIBE SUMMARY PRINTOUT SECNO Q CWSEL VCH VOL SSTA ENDST 33145.000 5645.00 457.47 2.42 .00 2402.70 2916.34 33145.000 16681.00 463.50 3.20 .00 2308.82 3250.00 33470.000 5645.00 457.58 3.17 15.35 1165.88 1550.02 33470.000 16681.00 463.71 3.43 42.21 963.92 2030.00 Page 5 DCULDUP1.OH2 34260.000 5645.00 458.04 2.19 54.92 880.65 1387.68 34260.000 16681.00 464.11 2.90 140.65 856.52 1660.00 * 34850.000 5645.00 458.28 4.93 80.16 1339.03 1457.12 * 34850.000 16681.00 464.38 6.21 205.20 649.84 1513.26 34950.000 5645.00 458.41 4.87 82.81 2338.95 2457.70 34950.000 16681.00 464.60 6.01 214.35 1668.00 2515.57 35700.000 5645.00 459.21 4.15 104.49 3114.34 3232.21 * 35700.000 16681.00 465.52 4.81 302.06 2281.00 3427.52 * 36250.000 5645.00 459.59 1.21 139.18 3000.25 3579.07 * 36250.000 16681.00 465.84 1.76 398.04 2302.17 3616.38 * 36970.000 5645.00 459.34 5.81 181.20 2924.23 3727.00 * 36970.000 16681.00 465.78 5.60 509.55 2534.87 3727.00 * 37600.000 5645.00 460.25 2.56 203.57 1918.13 2730.00 * 37600.000 16681.00 466.28 2.66 583.64 1624.22 2730.00 37800.000 5645.00 460.32 2.11 213.02 2040.38 2400.15 37800.000 16681.00 466.28 2.93 606.41 1417.77 2455.00 37990.000 5645.00 460.35 2.91 225.11 2152.69 2480.91 37990.000 16681.00 466.33 3.66 638.99 1485.81 2570.00 1 08AUG12 13:30:38 PAGE 12 SECNO Q CWSEL VCH VOL SSTA ENDST 38050.000 5645.00 460.42 2.37 228.10 2146.34 2549.91 38050.000 16681.00 466.40 2.87 647.28 1537.76 2595.00 38200.000 5645.00 460.45 2.79 236.17 1723.80 2615.21 38200.000 16681.00 466.47 3.28 670.13 1576.53 2640.00 38550.000 5645.00 460.56 3.09 254.57 1768.42 2602.79 38550.000 16681.00 466.58 3.28 722.95 1504.07 2620.00 39290.000 5645.00 460.85 3.36 294.97 1305.60 2063.78 39290.000 16681.00 466.82 3.50 840.70 1108.13 2184.09 * 39440.000 5645.00 460.82 5.35 301.82 4047.94 4146.73 * 39440.000 16681.00 466.48 8.78 863.78 3921.00 4514.00 39490.000 5645.00 461.20 3.46 303.36 4067.71 4254.27 * 39490.000 16681.00 467.45 4.98 867.36 3880.00 4300.83 39540.000 5645.00 461.13 5.20 304.92 4047.18 4147.32 39540.000 16681.00 467.37 7.21 871.43 3900.00 4600.00 39940.000 5645.00 461.55 5.36 314.90 1412.25 1525.50 39940.000 16681.00 467.87 7.46 904.06 1140.65 1765.80 40650.000 5645.00 462.29 5.39 332.10 4737.36 4853.92 40650.000 16681.00 468.80 6.70 966.17 4302.47 5151.68 48000.000 2994.00 466.70 2.53 541.99 1694.32 2949.76 * 48000.000 10837.00 471.89 2.83 1679.68 1620.12 3209.78 51350.000 3166.00 467.32 2.11 664.36 4165.01 4274.51 51350.000 11721.00 472.85 2.65 2266.11 2462.73 4528.65 53350.000 3166.00 467.59 2.00 738.18 3444.06 5672.97 * 53350.000 11721.00 473.38 3.39 2547.03 2265.08 6007.62 * 55590.000 2700.00 467.98 3.26 804.36 4255.74 4336.92 * 55590.000 12101.00 474.07 5.98 2829.02 2692.62 4444.29 56940.000 2700.00 468.56 2.99 832.01 4305.46 4403.35 56940.000 12101.00 475.29 5.30 2964.19 2271.85 4571.10 1 08AUG12 13:30:38 PAGE 13 DENTON CREEK SCHREIBE SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 33145.000 .00 .00 .00 438.40 5645.00 457.47 .00 457.56 4.49 2.42 2332.73 2663.54 33145.000 .00 .00 .00 438.40 16681.00 463.50 .00 463.65 8.11 3.20 5705.81 5857.32 33470.000 325.00 .00 .00 439.00 5645.00 457.58 .00 457.74 4.55 3.17 1781.25 2647.17 33470.000 325.00 .00 .00 439.00 16681.00 463.71 .00 463.86 5.48 3.43 6051.48 7123.91 34260.000 790.00 .00 .00 438.80 5645.00 458.04 .00 458.11 4.22 2.19 2582.76 2747.94 34260.000 790.00 .00 .00 438.80 16681.00 464.11 .00 464.24 4.33 2.90 5958.41 8012.50 * 34850.000 590.00 .00 .00 439.30 5645.00 458.28 .00 458.66 12.20 4.93 1144.45 1616.38 * 34850.000 590.00 .00 .00 439.30 16681.00 464.38 .00 464.86 17.31 6.21 3748.94 4009.74 34950.000 100.00 .00 .00 439.30 5645.00 458.41 .00 458.78 11.77 4.87 1159.39 1645.42 34950.000 100.00 .00 .00 439.30 16681.00 464.60 .00 465.04 15.96 6.01 3882.03 4175.62 35700.000 750.00 .00 .00 439.50 5645.00 459.21 .00 459.47 6.88 4.15 1359.99 2152.54 * 35700.000 750.00 .00 .00 439.50 16681.00 465.52 .00 465.76 5.48 4.81 6306.37 7125.78 * 36250.000 520.00 .00 .00 439.80 5645.00 459.59 .00 459.61 .50 1.21 4573.42 8020.73 * 36250.000 520.00 .00 .00 439.80 16681.00 465.84 .00 465.90 .79 1.76 10239.39 18759.46 Page 6 DCULDUP1.OH2 * 36970.000 720.00 .00 .00 440.00 5645.00 459.34 .00 459.85 17.01 5.81 1056.24 1368.88 * 36970.000 720.00 .00 .00 440.00 16681.00 465.78 .00 466.11 10.77 5.60 5125.90 5083.82 * 37600.000 630.00 .00 .00 440.00 5645.00 460.25 .00 460.34 4.16 2.56 2284.58 2768.40 * 37600.000 630.00 .00 .00 440.00 16681.00 466.28 .00 466.36 2.33 2.66 7982.46 10927.74 37800.000 200.00 .00 .00 440.00 5645.00 460.32 .00 460.40 2.40 2.11 2606.39 3646.63 37800.000 200.00 .00 .00 440.00 16681.00 466.28 .00 466.42 2.86 2.93 6621.40 9870.23 37990.000 190.00 .00 .00 441.00 5645.00 460.35 .00 460.48 3.73 2.91 1977.77 2921.61 37990.000 190.00 .00 .00 441.00 16681.00 466.33 .00 466.51 4.23 3.66 5640.57 8112.79 38050.000 60.00 .00 .00 441.00 5645.00 460.42 .00 460.50 2.74 2.37 2362.61 3410.31 38050.000 60.00 .00 .00 441.00 16681.00 466.40 .00 466.54 2.96 2.87 6400.88 9699.88 38200.000 150.00 .00 .00 441.00 5645.00 460.45 .00 460.55 3.44 2.79 2323.16 3044.46 38200.000 150.00 .00 .00 441.00 16681.00 466.47 .00 466.59 3.08 3.28 6872.24 9512.52 38550.000 350.00 .00 .00 441.20 5645.00 460.56 .00 460.67 3.34 3.09 2383.58 3091.03 38550.000 350.00 .00 .00 441.20 16681.00 466.58 .00 466.69 3.04 3.28 6735.09 9574.95 39290.000 740.00 .00 .00 441.88 5645.00 460.85 .00 461.00 5.11 3.36 2233.07 2496.97 39290.000 740.00 .00 .00 441.88 16681.00 466.82 .00 466.94 3.52 3.50 7006.05 8885.90 * 39440.000 150.00 .00 .00 442.00 5645.00 460.82 .00 461.27 12.32 5.35 1056.08 1608.01 * 39440.000 150.00 .00 .00 442.00 16681.00 466.48 .00 467.54 20.99 8.78 2607.45 3641.21 1 08AUG12 13:30:38 PAGE 14 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 39490.000 50.00 .00 .00 442.00 5645.00 461.20 .00 461.39 6.39 3.46 1631.64 2232.70 * 39490.000 50.00 .00 .00 442.00 16681.00 467.45 .00 467.81 9.26 4.98 3629.86 5482.04 39540.000 50.00 .00 .00 442.00 5645.00 461.13 .00 461.55 11.43 5.20 1086.26 1669.90 39540.000 50.00 .00 .00 442.00 16681.00 467.37 .00 468.01 13.11 7.21 3466.19 4607.90 39940.000 400.00 .00 .00 442.00 5645.00 461.55 .00 461.99 10.23 5.36 1087.48 1764.54 39940.000 400.00 .00 .00 442.00 16681.00 467.87 .00 468.50 11.74 7.46 3641.48 4868.48 40650.000 700.00 .00 .00 440.00 5645.00 462.29 .00 462.73 11.00 5.39 1104.05 1702.03 40650.000 700.00 .00 .00 440.00 16681.00 468.80 .00 469.28 10.69 6.70 4154.84 5101.58 48000.000 7350.00 .00 .00 445.60 2994.00 466.70 .00 466.78 2.40 2.53 1630.71 1933.49 * 48000.000 7350.00 .00 .00 445.60 10837.00 471.89 .00 471.95 1.91 2.83 8095.25 7843.16 51350.000 3350.00 .00 .00 446.50 3166.00 467.32 .00 467.39 1.42 2.11 1498.28 2658.97 51350.000 3350.00 .00 .00 446.50 11721.00 472.85 .00 472.93 4.30 2.65 6297.37 5651.89 53350.000 2000.00 .00 .00 448.00 3166.00 467.59 .00 467.65 1.20 2.00 1792.38 2887.38 * 53350.000 2000.00 .00 .00 448.00 11721.00 473.38 .00 473.49 2.15 3.39 7506.88 7984.77 * 55590.000 2240.00 .00 .00 452.40 2700.00 467.98 .00 468.14 5.19 3.26 827.05 1184.85 * 55590.000 2240.00 .00 .00 452.40 12101.00 474.07 .00 474.46 10.44 5.98 4331.93 3745.07 56940.000 1350.00 .00 .00 449.00 2700.00 468.56 .00 468.70 3.30 2.99 964.71 1485.58 56940.000 1350.00 .00 .00 449.00 12101.00 475.29 .00 475.57 6.86 5.30 4869.76 4619.01 1 08AUG12 13:30:38 PAGE 15 DENTON CREEK SCHREIBE SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 33145.000 5645.00 457.47 .00 .00 .00 348.93 .00 33145.000 16681.00 463.50 6.03 .00 .00 941.18 .00 33470.000 5645.00 457.58 .00 .11 .00 245.46 325.00 33470.000 16681.00 463.71 6.12 .21 .00 1066.08 325.00 34260.000 5645.00 458.04 .00 .45 .00 397.49 790.00 34260.000 16681.00 464.11 6.07 .40 .00 803.48 790.00 * 34850.000 5645.00 458.28 .00 .24 .00 118.09 590.00 * 34850.000 16681.00 464.38 6.10 .27 .00 863.43 590.00 34950.000 5645.00 458.41 .00 .13 .00 118.74 100.00 34950.000 16681.00 464.60 6.18 .22 .00 847.57 100.00 35700.000 5645.00 459.21 .00 .79 .00 117.86 750.00 * 35700.000 16681.00 465.52 6.32 .93 .00 1146.52 750.00 * 36250.000 5645.00 459.59 .00 .38 .00 465.41 520.00 * 36250.000 16681.00 465.84 6.26 .32 .00 1314.21 520.00 * 36970.000 5645.00 459.34 .00 -.24 .00 166.82 720.00 * 36970.000 16681.00 465.78 6.44 -.06 .00 1192.13 720.00 * 37600.000 5645.00 460.25 .00 .90 .00 595.87 630.00 * 37600.000 16681.00 466.28 6.03 .50 .00 1105.78 630.00 37800.000 5645.00 460.32 .00 .08 .00 331.90 200.00 37800.000 16681.00 466.28 5.96 .00 .00 1037.23 200.00 37990.000 5645.00 460.35 .00 .03 .00 246.29 190.00 37990.000 16681.00 466.33 5.97 .04 .00 1084.19 190.00 38050.000 5645.00 460.42 .00 .06 .00 322.45 60.00 Page 7 DCULDUP1.OH2 38050.000 16681.00 466.40 5.99 .08 .00 949.18 60.00 38200.000 5645.00 460.45 .00 .04 .00 465.13 150.00 38200.000 16681.00 466.47 6.02 .07 .00 971.88 150.00 38550.000 5645.00 460.56 .00 .11 .00 555.36 350.00 38550.000 16681.00 466.58 6.01 .11 .00 899.78 350.00 39290.000 5645.00 460.85 .00 .29 .00 566.76 740.00 39290.000 16681.00 466.82 5.97 .24 .00 1075.96 740.00 * 39440.000 5645.00 460.82 .00 -.03 .00 98.79 150.00 * 39440.000 16681.00 466.48 5.66 -.34 5.66 490.41 150.00 1 08AUG12 13:30:38 PAGE 16 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 39490.000 5645.00 461.20 .00 .38 .00 186.56 50.00 * 39490.000 16681.00 467.45 6.25 .97 6.25 420.33 50.00 39540.000 5645.00 461.13 .00 -.07 .00 100.14 50.00 39540.000 16681.00 467.37 6.24 -.08 6.24 644.82 50.00 39940.000 5645.00 461.55 .00 .42 .00 113.24 400.00 39940.000 16681.00 467.87 6.33 .50 6.33 625.15 400.00 40650.000 5645.00 462.29 .00 .74 .00 116.56 700.00 40650.000 16681.00 468.80 6.51 .93 6.51 849.21 700.00 48000.000 2994.00 466.70 .00 4.41 .00 497.09 7350.00 * 48000.000 10837.00 471.89 5.19 3.09 5.19 1589.67 7350.00 51350.000 3166.00 467.32 .00 .62 .00 109.50 3350.00 51350.000 11721.00 472.85 5.53 .96 5.53 1792.83 3350.00 53350.000 3166.00 467.59 .00 .27 .00 199.19 2000.00 * 53350.000 11721.00 473.38 5.79 .53 5.79 3142.43 2000.00 * 55590.000 2700.00 467.98 .00 .38 .00 81.18 2240.00 * 55590.000 12101.00 474.07 6.10 .69 6.10 1594.36 2240.00 56940.000 2700.00 468.56 .00 .59 .00 97.89 1350.00 56940.000 12101.00 475.29 6.73 1.22 6.73 2109.26 1350.00 1 08AUG12 13:30:38 PAGE 17 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 34850.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34850.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35700.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36250.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 36970.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39440.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39490.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48000.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 53350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 55590.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Page 8 HEC-RAS Plan: RevEx_City FD River: RIVER-1 Reach: Reach-1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 33145 2-Year FD 5645.00 438.40 457.47 447.75 457.56 0.000657 2.4 2332.7 348.9 0.16 Reach-1 33145 100-Year FD 16681.00 438.40 463.50 454.52 463.65 0.000811 3.2 5705.8 941.2 0.19 Reach-1 33470 2-Year FD 5645.00 439.00 457.63 446.74 457.78 0.000510 3.2 1791.4 246.9 0.21 Reach-1 33470 100-Year FD 16681.00 439.00 463.72 452.53 463.87 0.000589 3.4 6062.3 1066.1 0.20 Reach-1 34260 2-Year FD 5645.00 438.80 458.09 450.01 458.17 0.000412 2.2 2605.1 398.2 0.15 Reach-1 34260 100-Year FD 16681.00 438.80 464.13 455.04 464.25 0.000431 2.9 5971.9 803.5 0.17 Reach-1 34850 2-Year FD 5645.00 439.30 458.33 449.65 458.70 0.001205 4.9 1149.6 118.3 0.28 Reach-1 34850 100-Year FD 16681.00 439.30 464.40 456.88 464.88 0.001725 6.2 3755.7 863.5 0.34 Reach-1 34950 2-Year FD 5645.00 439.30 458.49 449.52 458.82 0.000877 4.6 1222.5 422.3 0.27 Reach-1 34950 100-Year FD 16681.00 439.30 464.52 456.76 465.02 0.001003 6.1 3155.2 581.6 0.30 Reach-1 35253 2-Year FD 5645.00 438.38 458.76 448.26 459.06 0.000660 4.4 1292.2 122.8 0.24 Reach-1 35253 100-Year FD 16681.00 438.38 464.83 455.30 465.48 0.001717 6.6 3092.2 704.8 0.38 Reach-1 35614 2-Year FD 5645.00 437.29 459.06 445.64 459.23 0.000232 3.3 1817.1 180.4 0.15 Reach-1 35614 100-Year FD 16681.00 437.29 465.56 451.73 465.92 0.000556 5.3 5871.0 1593.7 0.23 Reach-1 35838 2-Year FD 5645.00 435.75 459.14 445.10 459.29 0.000265 3.1 1796.9 145.3 0.16 Reach-1 35838 100-Year FD 16681.00 435.75 465.78 451.37 466.05 0.000400 4.6 6553.7 1704.4 0.20 Reach-1 36034 2-Year FD 5645.00 439.29 459.22 447.02 459.34 0.000242 2.8 2140.2 236.5 0.15 Reach-1 36034 100-Year FD 16681.00 439.29 465.90 452.58 466.12 0.000295 4.2 7321.9 1678.8 0.18 Reach-1 36228 2-Year FD 5645.00 438.34 459.09 449.39 459.52 0.000974 5.3 1074.4 184.5 0.28 Reach-1 36228 100-Year FD 16681.00 438.34 465.96 457.13 466.20 0.000550 4.4 6466.0 1678.1 0.22 Reach-1 36248 2-Year FD 5645.00 438.23 459.10 449.46 459.54 0.000943 5.3 1101.4 219.0 0.28 Reach-1 36248 100-Year FD 16681.00 438.23 465.97 457.02 466.21 0.000510 4.4 6646.3 1675.7 0.22 Reach-1 36465 2-Year FD 5645.00 436.06 459.52 444.86 459.65 0.000215 2.9 1918.4 197.0 0.14 Reach-1 36465 100-Year FD 16681.00 436.06 466.15 450.76 466.29 0.000253 3.3 7558.2 1648.3 0.15 Reach-1 36542 2-Year FD 5645.00 437.17 459.48 446.94 459.70 0.000466 3.8 1481.3 131.0 0.20 Reach-1 36542 100-Year FD 16681.00 437.17 466.16 453.58 466.32 0.000344 3.7 7084.7 1755.7 0.18 Reach-1 36837 2-Year FD 5645.00 437.35 459.67 447.52 459.82 0.000297 3.1 1829.7 163.5 0.16 Reach-1 36837 100-Year FD 16681.00 437.35 466.29 453.29 466.39 0.000250 2.9 7798.8 1624.2 0.15 Reach-1 36990 2-Year FD 5645.00 438.45 459.68 447.72 459.90 0.000591 3.8 1493.3 164.6 0.22 Reach-1 36990 100-Year FD 16681.00 438.45 466.30 454.39 466.44 0.000353 3.5 6884.3 1572.0 0.18 Reach-1 37201 2-Year FD 5645.00 439.47 459.82 450.35 460.10 0.001330 4.3 1377.6 241.2 0.31 Reach-1 37201 100-Year FD 16681.00 439.47 466.37 459.29 466.52 0.000411 3.6 6457.9 1239.9 0.19 Reach-1 37350 2-Year FD 5645.00 440.19 459.96 449.27 460.27 0.000866 4.4 1269.1 142.7 0.26 Reach-1 37350 100-Year FD 16681.00 440.19 466.38 457.07 466.60 0.000472 4.6 6238.5 1202.2 0.21 Reach-1 37539 2-Year FD 5645.00 437.53 460.11 447.63 460.39 0.000477 4.3 1326.8 96.8 0.20 Reach-1 37539 100-Year FD 16681.00 437.53 466.41 454.63 466.68 0.000449 5.2 6287.3 1327.5 0.21 Reach-1 37702 2-Year FD 5645.00 438.36 460.15 448.97 460.50 0.000597 4.7 1201.3 88.4 0.22 Reach-1 37702 100-Year FD 16681.00 438.36 466.52 456.22 466.74 0.000635 4.7 6001.3 1353.3 0.24 Reach-1 37727 2-Year FD 5645.00 438.44 460.17 449.05 460.51 0.000605 4.7 1195.4 88.2 0.23 Reach-1 37727 100-Year FD 16681.00 438.44 466.56 456.30 466.76 0.000671 4.5 6014.3 1353.2 0.24 Reach-1 37787 2-Year FD 5645.00 438.68 460.26 449.08 460.55 0.000507 4.3 1315.3 101.6 0.21 Reach-1 37787 100-Year FD 16681.00 438.68 466.52 455.93 466.83 0.000497 5.5 6266.3 1289.5 0.22 Reach-1 37969 2-Year FD 5645.00 437.61 460.38 448.24 460.64 0.000427 4.1 1436.3 254.2 0.19 Reach-1 37969 100-Year FD 16681.00 437.61 466.67 455.24 466.92 0.000380 4.3 5040.1 986.7 0.19 Reach-1 38194 2-Year FD 5645.00 437.63 460.47 448.94 460.75 0.000525 4.3 1401.7 327.0 0.21 Reach-1 38194 100-Year FD 16681.00 437.63 466.81 456.07 466.99 0.000284 3.7 5686.0 945.8 0.16 Reach-1 38381 2-Year FD 5645.00 440.95 460.67 448.32 460.83 0.000262 3.3 1882.8 495.6 0.16 Reach-1 38381 100-Year FD 16681.00 440.95 466.91 454.09 467.04 0.000171 3.2 6484.1 920.8 0.13 Reach-1 38573 2-Year FD 5645.00 439.99 460.68 449.21 460.91 0.000411 4.0 1555.1 374.2 0.19 Reach-1 38573 100-Year FD 16681.00 439.99 466.92 455.81 467.09 0.000235 3.2 5750.6 905.8 0.15 Reach-1 38781 2-Year FD 5645.00 437.90 460.76 449.11 461.01 0.000440 4.0 1490.8 263.4 0.20 HEC-RAS Plan: RevEx_City FD River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 38781 100-Year FD 16681.00 437.90 466.94 455.97 467.17 0.000406 4.7 5547.8 1028.4 0.20 Reach-1 38988 2-Year FD 5645.00 440.24 460.89 449.43 461.09 0.000371 3.7 1538.5 124.7 0.18 Reach-1 38988 100-Year FD 16681.00 440.24 466.94 455.68 467.32 0.000609 5.5 4699.5 992.4 0.25 Reach-1 39281 2-Year FD 5645.00 439.81 460.97 449.15 461.25 0.000452 4.2 1345.0 97.7 0.20 Reach-1 39281 100-Year FD 16681.00 439.81 467.06 455.95 467.66 0.000998 6.8 3780.8 824.0 0.30 Reach-1 39436 2-Year FD 5645.00 443.54 461.02 451.55 461.37 0.000663 4.7 1272.0 241.5 0.24 Reach-1 39436 100-Year FD 16681.00 443.54 467.42 458.18 467.83 0.000629 6.1 4241.9 710.9 0.25 Reach-1 39490 2-Year FD 5645.00 442.00 461.27 450.52 461.45 0.000628 3.4 1643.5 187.5 0.20 Reach-1 39490 100-Year FD 16681.00 442.00 467.53 457.51 467.89 0.000907 4.9 3660.7 421.5 0.26 Reach-1 39540 2-Year FD 5645.00 442.00 461.19 452.60 461.61 0.001125 5.2 1092.7 100.4 0.28 Reach-1 39540 100-Year FD 16681.00 442.00 467.46 459.46 468.07 0.001269 7.1 3522.2 649.4 0.31 Reach-1 39940 2-Year FD 5645.00 442.00 461.61 452.49 462.04 0.001008 5.3 1094.0 114.1 0.26 Reach-1 39940 100-Year FD 16681.00 442.00 467.94 459.63 468.56 0.001144 7.4 3687.1 626.0 0.30 Reach-1 40650 2-Year FD 5645.00 440.00 462.34 451.08 462.77 0.001091 5.4 1108.4 117.0 0.26 Reach-1 40650 100-Year FD 16681.00 440.00 468.84 460.57 469.31 0.001050 6.7 4191.8 850.8 0.27 Reach-1 48000 2-Year FD 2994.00 445.60 466.72 453.16 466.80 0.000237 2.5 1642.7 501.7 0.12 Reach-1 48000 100-Year FD 10837.00 445.60 471.91 461.42 471.97 0.000189 2.8 8125.1 1590.1 0.12 Reach-1 51350 2-Year FD 3166.00 446.50 467.34 452.48 467.41 0.000141 2.1 1500.4 109.6 0.10 Reach-1 51350 100-Year FD 11721.00 446.50 472.86 458.85 472.94 0.000427 2.6 6316.3 1796.9 0.17 Reach-1 53350 2-Year FD 3166.00 448.00 467.61 454.51 467.67 0.000120 2.0 1795.8 200.1 0.10 Reach-1 53350 100-Year FD 11721.00 448.00 473.39 460.49 473.49 0.000214 3.4 7532.6 3150.3 0.14 Reach-1 55590 2-Year FD 2700.00 452.40 467.99 458.51 468.16 0.000517 3.3 828.3 81.2 0.18 Reach-1 55590 100-Year FD 12101.00 452.40 474.08 466.30 474.46 0.001041 6.0 4339.7 1595.3 0.27 Reach-1 56940 2-Year FD 2700.00 449.00 468.58 456.71 468.71 0.000329 3.0 966.0 98.0 0.15 Reach-1 56940 100-Year FD 12101.00 449.00 475.30 465.52 475.57 0.000688 5.3 4864.7 2108.4 0.23 HEC-RAS Plan: Prop_City FD River: RIVER-1 Reach: Reach-1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 33145 2-Year FD 5645.00 438.40 457.47 447.75 457.56 0.000657 2.4 2332.7 348.9 0.16 Reach-1 33145 100-Year FD 16681.00 438.40 463.50 454.52 463.65 0.000811 3.2 5705.8 941.2 0.19 Reach-1 33470 2-Year FD 5645.00 439.00 457.63 446.74 457.78 0.000510 3.2 1791.4 246.9 0.21 Reach-1 33470 100-Year FD 16681.00 439.00 463.72 452.53 463.87 0.000589 3.4 6062.3 1066.1 0.20 Reach-1 34260 2-Year FD 5645.00 438.80 458.09 450.01 458.17 0.000412 2.2 2605.1 398.2 0.15 Reach-1 34260 100-Year FD 16681.00 438.80 464.13 455.04 464.25 0.000431 2.9 5971.9 803.5 0.17 Reach-1 34850 2-Year FD 5645.00 439.30 458.33 449.65 458.70 0.001205 4.9 1149.6 118.3 0.28 Reach-1 34850 100-Year FD 16681.00 439.30 464.40 456.88 464.88 0.001725 6.2 3755.7 863.5 0.34 Reach-1 34950 2-Year FD 5645.00 439.30 458.49 449.53 458.82 0.000877 4.6 1222.5 422.3 0.27 Reach-1 34950 100-Year FD 16681.00 439.30 464.52 456.77 465.02 0.001003 6.1 3155.2 581.6 0.30 Reach-1 35253 2-Year FD 5645.00 438.38 458.76 448.26 459.06 0.000660 4.4 1292.2 122.8 0.24 Reach-1 35253 100-Year FD 16681.00 438.38 464.83 455.30 465.48 0.001717 6.6 3092.2 704.8 0.38 Reach-1 35614 2-Year FD 5645.00 437.29 459.06 445.65 459.23 0.000232 3.3 1817.1 175.6 0.15 Reach-1 35614 100-Year FD 16681.00 437.29 465.56 451.70 465.91 0.000545 5.2 5160.9 900.0 0.23 Reach-1 35838 2-Year FD 5645.00 435.75 459.14 445.07 459.29 0.000265 3.1 1796.1 141.5 0.16 Reach-1 35838 100-Year FD 16681.00 435.75 465.71 451.34 466.03 0.000447 4.8 4848.7 730.5 0.21 Reach-1 36034 2-Year FD 5645.00 439.29 459.22 447.05 459.34 0.000245 2.8 2121.2 236.9 0.15 Reach-1 36034 100-Year FD 16681.00 439.29 465.86 452.59 466.11 0.000323 4.4 5410.8 742.4 0.18 Reach-1 36228 2-Year FD 5645.00 438.34 459.09 449.39 459.52 0.000964 5.3 1068.3 111.3 0.28 Reach-1 36228 100-Year FD 16681.00 438.34 465.94 457.13 466.18 0.000476 4.6 4717.6 731.6 0.21 Reach-1 36238 Bridge Reach-1 36248 2-Year FD 5645.00 438.23 459.17 449.49 459.60 0.000914 5.3 1074.7 137.2 0.28 Reach-1 36248 100-Year FD 16681.00 438.23 465.95 457.14 466.21 0.000483 4.8 4565.2 707.9 0.21 Reach-1 36465 2-Year FD 5645.00 436.06 459.61 444.85 459.71 0.000166 2.6 2368.7 356.8 0.12 Reach-1 36465 100-Year FD 16681.00 436.06 466.15 450.76 466.26 0.000116 2.7 6388.3 839.1 0.11 Reach-1 36542 2-Year FD 5645.00 437.17 459.59 446.94 459.74 0.000330 3.2 1928.6 352.1 0.17 Reach-1 36542 100-Year FD 16681.00 437.17 466.15 453.58 466.28 0.000148 2.7 6383.5 939.9 0.12 Reach-1 36837 2-Year FD 5645.00 437.35 459.71 447.52 459.82 0.000228 2.7 2242.4 358.1 0.14 Reach-1 36837 100-Year FD 16681.00 437.35 466.22 453.29 466.31 0.000127 2.2 7666.3 1144.8 0.11 Reach-1 36990 2-Year FD 5645.00 438.45 459.74 447.72 459.87 0.000373 3.0 2010.9 406.7 0.18 Reach-1 36990 100-Year FD 16681.00 438.45 466.23 454.39 466.34 0.000134 2.2 7562.2 1241.5 0.11 Reach-1 37201 2-Year FD 5645.00 439.47 459.77 450.35 460.06 0.001350 4.3 1366.4 237.3 0.31 Reach-1 37201 100-Year FD 16681.00 439.47 466.24 459.29 466.40 0.000437 3.7 6302.5 1238.3 0.20 Reach-1 37350 2-Year FD 5645.00 440.19 459.92 449.27 460.23 0.000873 4.5 1262.9 141.8 0.26 Reach-1 37350 100-Year FD 16681.00 440.19 466.25 457.07 466.48 0.000499 4.7 6073.7 1179.0 0.22 Reach-1 37539 2-Year FD 5645.00 437.53 460.06 447.63 460.35 0.000449 4.3 1322.3 95.7 0.20 Reach-1 37539 100-Year FD 16681.00 437.53 466.29 454.63 466.57 0.000438 5.3 5717.4 1093.9 0.20 Reach-1 37702 2-Year FD 5645.00 438.36 460.10 448.97 460.45 0.000603 4.7 1196.9 88.3 0.23 Reach-1 37702 100-Year FD 16681.00 438.36 466.35 456.22 466.62 0.000542 5.2 5407.2 1083.7 0.22 Reach-1 37718 Bridge Reach-1 37727 2-Year FD 5645.00 438.44 460.12 449.05 460.46 0.000611 4.7 1191.0 88.1 0.23 Reach-1 37727 100-Year FD 16681.00 438.44 466.43 456.30 466.66 0.000587 4.7 5420.9 1071.2 0.23 Reach-1 37787 2-Year FD 5645.00 438.68 460.20 449.09 460.50 0.000529 4.4 1286.0 98.6 0.21 Reach-1 37787 100-Year FD 16681.00 438.68 466.42 456.01 466.72 0.000444 5.1 5195.7 999.3 0.21 Reach-1 37969 2-Year FD 5645.00 437.61 460.34 448.24 460.59 0.000432 4.1 1424.4 253.6 0.20 Reach-1 37969 100-Year FD 16681.00 437.61 466.59 455.23 466.79 0.000290 3.7 4717.8 721.7 0.17 Reach-1 38194 2-Year FD 5645.00 437.63 460.43 448.94 460.71 0.000531 4.3 1386.5 326.0 0.22 Reach-1 38194 100-Year FD 16681.00 437.63 466.68 456.07 466.85 0.000241 3.4 5075.2 726.1 0.15 Reach-1 38381 2-Year FD 5645.00 440.95 460.62 448.32 460.79 0.000266 3.3 1851.9 449.8 0.16 Reach-1 38381 100-Year FD 16681.00 440.95 466.77 454.09 466.89 0.000148 3.0 6060.2 779.1 0.12 HEC-RAS Plan: Prop_City FD River: RIVER-1 Reach: Reach-1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S.E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach-1 38573 2-Year FD 5645.00 439.99 460.64 449.21 460.87 0.000418 4.0 1538.8 373.6 0.19 Reach-1 38573 100-Year FD 16681.00 439.99 466.78 455.81 466.93 0.000194 2.9 5530.0 804.6 0.13 Reach-1 38781 2-Year FD 5645.00 437.90 460.72 449.11 460.97 0.000445 4.1 1479.9 262.6 0.20 Reach-1 38781 100-Year FD 16681.00 437.90 466.81 455.97 466.99 0.000337 3.7 5247.7 815.1 0.18 Reach-1 38988 2-Year FD 5645.00 440.24 460.85 449.43 461.06 0.000374 3.7 1533.5 124.5 0.18 Reach-1 38988 100-Year FD 16681.00 440.24 466.81 455.68 467.10 0.000424 4.6 4537.1 812.4 0.21 Reach-1 39281 2-Year FD 5645.00 439.81 460.93 449.15 461.21 0.000455 4.2 1341.2 96.8 0.20 Reach-1 39281 100-Year FD 16681.00 439.81 466.90 455.95 467.39 0.001083 6.3 3706.1 834.6 0.31 Reach-1 39436 2-Year FD 5645.00 443.54 460.98 451.55 461.33 0.000670 4.8 1262.8 236.9 0.24 Reach-1 39436 100-Year FD 16681.00 443.54 467.07 458.18 467.53 0.000707 6.4 4020.8 688.0 0.27 Reach-1 39490 2-Year FD 5645.00 442.00 461.23 450.52 461.42 0.000635 3.4 1636.7 187.0 0.21 Reach-1 39490 100-Year FD 16681.00 442.00 467.22 457.51 467.60 0.000993 5.1 3527.2 415.0 0.27 Reach-1 39540 2-Year FD 5645.00 442.00 461.16 452.60 461.57 0.001135 5.2 1089.1 100.3 0.28 Reach-1 39540 100-Year FD 16681.00 442.00 467.12 459.46 467.81 0.001443 7.5 3304.9 631.3 0.33 Reach-1 39940 2-Year FD 5645.00 442.00 461.57 452.49 462.01 0.001017 5.3 1090.3 113.6 0.26 Reach-1 39940 100-Year FD 16681.00 442.00 467.69 459.63 468.36 0.001255 7.7 3527.4 623.0 0.31 Reach-1 40650 2-Year FD 5645.00 440.00 462.31 451.08 462.75 0.001098 5.4 1105.3 116.7 0.26 Reach-1 40650 100-Year FD 16681.00 440.00 468.68 460.57 469.18 0.001128 6.9 4050.8 844.6 0.28 Reach-1 48000 2-Year FD 2994.00 445.60 466.72 453.16 466.80 0.000238 2.5 1639.7 500.6 0.12 Reach-1 48000 100-Year FD 10837.00 445.60 471.89 461.42 471.94 0.000192 2.8 8085.3 1589.5 0.12 Reach-1 51350 2-Year FD 3166.00 446.50 467.33 452.48 467.40 0.000141 2.1 1499.9 109.6 0.10 Reach-1 51350 100-Year FD 11721.00 446.50 472.85 458.85 472.93 0.000431 2.7 6290.9 1791.5 0.17 Reach-1 53350 2-Year FD 3166.00 448.00 467.61 454.51 467.66 0.000120 2.0 1794.9 199.8 0.10 Reach-1 53350 100-Year FD 11721.00 448.00 473.38 460.49 473.49 0.000216 3.4 7500.6 3140.5 0.14 Reach-1 55590 2-Year FD 2700.00 452.40 467.99 458.51 468.15 0.000518 3.3 827.9 81.2 0.18 Reach-1 55590 100-Year FD 12101.00 452.40 474.07 466.30 474.46 0.001045 6.0 4330.0 1594.1 0.27 Reach-1 56940 2-Year FD 2700.00 449.00 468.57 456.71 468.71 0.000330 3.0 965.7 98.0 0.15 Reach-1 56940 100-Year FD 12101.00 449.00 475.30 465.52 475.57 0.000688 5.3 4860.7 2107.7 0.23 DENTON CREEK –WESTHAVEN RESIDENTIAL DEVELOPMENT CLOMR SUBMITTAL AUGUST 2012 Appendices K:\DAL_Hydro\64447701\Docs\CLOMR Report.docx Copyright © 2012 Kimley-Horn and Associates, Inc. Appendix G: Digital Files Digital Model Summary Table Condition Name Model Type Plan Name Effective Multiprofile EFFECTMP.DAT HEC-2 --- Effective Floodway EFFECTFW.DAT HEC-2 --- Revised Existing Multiprofile Westhaven.prj HEC-RAS v.4.1.0 RevEx_FEMA MP Revised Existing Floodway Westhaven.prj HEC-RAS v.4.1.0 RevEx_FEMA FW Proposed Multiprofile Westhaven.prj HEC-RAS v.4.1.0 Prop_FEMA MP Proposed Floodway Westhaven.prj HEC-RAS v.4.1.0 Prop_FEMA FW Effective Fully Developed DCULDUP1.DAT HEC-2 --- Revised Existing Fully Developed Westhaven.prj HEC-RAS v.4.1.0 RevEx_City FD Proposed Fully Developed Westhaven.prj HEC-RAS v.4.1.0 Prop_City FD FEMA Models City of Coppell Models DIGITAL MODEL SUMMARY TABLE