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GV Creek Irving-SY000728REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION On GRAPEVINE CREEK In the City of Irving Dallas County, Texas FREEPORT CORPORATE CENTER, IRVING, TEXAS Prepared for: PROLOGIS DEVELOPMENT SERVICES, INC. By: Halff Associates, Inc. 8616 Northwest Plaza Drive Dallas, Texas 75225 _P�E OF T�'a, 111 443 l� This document is for Permitting purposes only and is not intended for Bidding or Construction. AVO 18309 HALFF ASSOCIATES, INC. 000 July 2000 ENGINEERS • ARCHITECTS • PLANNERS MEN MEN Halff Associates ENGINEERS • ARCHITECTS • SCIENTISTS PLANNERS• SURVEYORS May 22, 2001 AVO 19553 Mr. Kenneth M. Griffin, P.E. Assistant City Manager/ Director of Public Works City of Coppell 255 Parkway Blvd. Coppell, Texas 75019 RE: CLOMR on Grapevine Creek in Irving Dear Ken: 8616 NORTHWEST PLAZA DRIVE DALLAS, TEXAS 75225 (214) 346 -6200 FAX(214)739 -0095 At the request of Garry Fennell, I am sending you a copy of a Conditional Letter of Map Revision application on Grapevine Creek in Irving upstream of the IH 635 Bridge. This CLOMR was approved on March 1, 2001. The CLOMR is being sent to you because part of the Grapevine Creek floodplain lies within the IH 635 ROW in this location. It is our understanding that all of the IH 635 ROW in this area is within the corporate limits of the City of Coppell. We discovered this after submittal and approval of the CLOMR. We are currently working on a final Letter of Map Revision for the project. When completed, we will forward that LOMR application to you as a part of the review and approval process. Sincerely, HALFF ASSOCIATES, INC. G�x Walter E. Skipwith, PE Vice President cc: Garry Fennell, City of Irving (w /o attachment) attachment DALLAS • FORT WORTH • HOUSTON • MCALLEN TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT • MUNICIPAL • ENVIRONMENTAL • STRUCTURAL MECHANICAL • ELECTRICAL SURVEYING • GEOGRAPHIC INFORMATION SYSTEMS ARCHITECTURE LANDSCAPE ARCHITECTURE • PLANNING ��Y MA,y v � Federal Emergency Management Agency < - a Washington, D.C. 20472 �y o o - -- MAR 012001 CERTIFIED MAIL IN REPLY REFER TO: RETURN RECEIPT REQUESTED Case Number: 00- 06 -1657R The Honorable Joe H. Putnam Mayor, City of Irving P.O. Box 152288 Irving, TX 75060 Community Name: Community Number: 104 City of Irving, Dallas County, Texas 480180 Dear Mayor Putnam: This is in reference to a letter from Mr. Gary Fennell, P.E., Senior Civil Engineer, City of Irving, requesting a Conditional Letter of Map Revision (CLOMR) for the proposed Freeport Corporate Center. The proposed project will be located in the Grapevine Creek floodplain, from approximately Royal Lane to LBJ Freeway, and will consist of channelization of Grapevine Creek in addition to the construction of a 190 linear feet concrete bridge that will extend Regents Boulevard west to the Royal Lane intersection. The area of the proposed project is shown on the preliminary Flood Insurance Rate Map (FIRM) number 48113CO135 J and 48113CO145 J, dated July 20, 1999. We received the following data, prepared by Halff Associates, Inc., in support of this request: • HEC -2 hydraulic models, dated July 2000, of the 10% (10- year), 2% (50- year), I% (100- year), 0.2% (500 -year) annual chance floods, and floodway, duplicating the models used to prepare the preliminary Flood Insurance Study (FIS) for Dallas County, Texas and Incorporated Areas, dated July 20, 1999, for Grapevine Creek; • HEC -2 hydraulic models, dated January 9, 2001, of the 10 %, 2 %, 1% annual chance floods, and floodway, showing the corrected effective /existing conditions models for the proposed Freeport Corporate Center revision to the preliminary FIS for Dallas County, Texas and Incorporated Areas, dated July 20, 1999, for Grapevine Creek; • HEC -2 hydraulic models, dated January 9, 2001, of the 10 %, 2 %, 1% annual chance floods and floodway, showing the proposed conditions models for the proposed Freeport Corporate Center revision to the preliminary FIS for Dallas County, Texas and Incorporated Areas, dated July 20, 1999, for Grapevine Creek; • A certified topographic plan, dated June 2000, and revised on January 9, 2001, entitled Corrected Effective Floodplain and Floodway Delineations Regent Boulevard Extension at a scale of 1 " =100', with a contour interval of 1 foot, representing corrected effective /existing conditions; 2 • A certified topographic plan, dated August 2000, entitled Proposed Floodplain and Floodway Delineations Regent Boulevard Extension at a scale of 1" =100', with a contour interval of 1 foot, representing proposed conditions; • Completed application/certification forms, including community concurrence with the revision. We received all data necessary to process this revision by January 18, 2001. The effective model, used to prepare the FIS, does not provide enough detail to evaluate the effects of the proposed project. An existing conditions model was developed to provide this detail. This existing conditions model was then compared to the effective model and the proposed conditions model to differentiate increases or decreases in flood hazards caused by more detailed modeling from increases or decreases in flood hazards that will be caused by the proposed project. The existing conditions model reflects an increase in the 1% annual chance water - surface elevation for Grapevine Creek from the effective model, with a maximum increase of 0.17 feet at a point approximately 2,000 feet upstream of the existing Royal Lane Bridge over Grapevine Creek. The proposed conditions model shows the proposed project will cause an increase in I% annual chance water - surface elevations for Grapevine Creek, with a maximum increase of 0.11 feet at a point approximately 1,500 feet downstream of the existing Royal Lane Bridge over Grapevine Creek. The proposed conditions model also shows the proposed project would cause a decrease in I% chance water - surface elevations for Grapevine Creek, with a maximum decrease of 2.19 feet at a point approximately 450 feet downstream of the existing Royal Lane Bridge over Grapevine Creek. We are currently revising the your community's FIS and FIRM; this revision will result in revised Base (I% annual chance) Flood Elevations (BFEs) and I% annual chance floodplain boundaries in the vicinity of the proposed project. We have determined the proposed project meets minimum National Flood Insurance Program (NFIP) criteria, when compared to the revisions to the FIS and FIRM. If the project is built as proposed, a new revision to the FIS and FIRM for your community will be warranted. This new revision will show the following effects, as shown by the data submitted to support the request: I % Annual Chance Water - Surface Elevations When we compared the effective conditions to the proposed conditions, we determined that the proposed conditions would cause an increase in the 1% annual chance water- surface elevations, with a maximum increase of 0.17 feet at a point approximately 2,000 feet upstream of the existing Royal Lane Bridge over Grapevine Creek. In addition, decreases in the 1% annual chance water - surface elevations would occur, with a maximum decrease of 2.19 feet at a point approximately 450 feet downstream of the existing Royal Lane Bridge over Grapevine Creek. I% Annual Chance Floodplain When we compared the effective conditions to the proposed conditions, we determined that the proposed conditions would widen the 1 % annual chance floodplain, with a maximum widening of 60 feet at a point approximately 3,500 feet downstream of the existing Royal Lane Bridge over Grapevine Creek. In addition, the proposed conditions would narrow the 1 % annual chance floodplain, with a maximum narrowing of 1,550 feet at a point approximately 1,700 feet downstream of the existing Royal Lane Bridge over Grapevine Creek. Floodway When we compared the effective conditions to the proposed conditions, we determined that the proposed conditions would widen the I% annual chance floodway, with a maximum widening of 146 feet at a point approximately 2,700 feet downstream of the existing Royal Lane Bridge over Grapevine Creek. In addition, the proposed conditions would narrow the I% annual chance floodway, with a maximum narrowing of 466 feet at a point approximately 400 feet downstream of the existing Royal Lane Bridge over Grapevine Creek. Future revisions to the FIS and FIRM, or restudies of the flood hazards in this area, could modify this determination. We based this determination on the 1% annual chance discharges computed in the FIS for your community without considering subsequent changes in watershed characteristics that could have increased discharges. Additionally, future development of projects upstream may increase discharges, which may increase flood hazards. A comprehensive restudy of your community's flood hazards would consider the cumulative effects of development on discharges subsequent to the publication of the FIS for your community and could, therefore, establish greater flood hazards in this area. Your community must approve all proposed floodplain development, including this proposed project, and ensure that permits required by other Federal agencies and/or State and local agencies have been obtained. State and/or community officials may set standards for construction that are more restrictive than the minimum NFIP standards or may limit development in floodplains, based on knowledge of local conditions and in the interest of safety. If the State and/or the community have adopted more restrictive or comprehensive floodplain management criteria, those criteria take precedence over the minimum NFIP requirements. The submitted data demonstrated compliance with NFIP regulations Paragraph 65.12(a), which is necessary when a community proposes to permit encroachments upon an adopted floodway that will result in any increase in BFEs within the community. Upon completion of the project, we will require evidence of compliance with NFIP regulations Paragraphs 65.12(b) and (c) before revising your community's FIS and FIRM. When your community requests a map revision to reflect the effects of the completed project, you must submit either a copy of a public notice stating the community's intent to revise the floodway on the FIRM or a statement by the community that it has notified all affected property owners and affected jurisdictions of the revision to the floodway, in compliance with NFIP regulations Subparagraph 65.7(b)(1). Channel modifications will fail to function as designed without proper maintenance, such as the regular clearing of the channelized stream. To avoid such failures, we require participating 4 communities to ensure that the flood - carrying capacity within the altered or relocated portion of any watercourse is maintained according to NFIP regulations Subparagraph 60.3(b)(7). Therefore, upon completion of the project, your community must submit documentation ensuring that the modified channel will be maintained to preserve its /their design function. We may request that your community submit a description and schedule of its channel maintenance, as outlined in Subparagraph 65.6(a)(12) of the NFIP regulations. If fill is placed in your community to raise the ground surface to or above the BFE, your community must meet the criteria of NFIP regulations Subparagraph 65.5(a)(6), which require that the community's NFIP permit official or a registered professional engineer certify the following: • that the fill has been compacted to 95% of the maximum density obtainable, as measured by the Standard Proctor Test method for fill pads prepared for residential or commercial structure foundations; • that fill slopes for granular materials are not steeper than one vertical to one - and - one -half horizontal (steeper slopes must be justified); and that adequate erosion protection is provided for fill slopes exposed to moving floodwaters (slopes exposed to flows with velocities of up to 5 feet per second (fps) during the 1 % annual chance flood must, at minimum, be protected by a cover of grass, vines, weeds, or similar vegetation; slopes exposed to flows with velocities greater than 5 fps during a 1 % annual chance flood must, at minimum, be protected by stone or rock riprap). We remind you of the elevation and flood proofing requirements contained in NFIP regulations Subparagraphs 60.3(c)(2) through (4). These requirements apply to the construction of new residential and nonresidential structures, as well as to the substantial improvement of existing structures, located within the I% annual chance floodplain. Further, in accordance with Subparagraph 65.5(a)(4), for a structure to be removed from the 1 % annual chance floodplain, both the lowest adjacent grade (the lowest ground touching the structure) and the lowest floor (including the basement) of the structure must be at or above the BFE. NFIP regulations Section 65.3 states that when a community's BFEs increase or decrease because of physical changes that affect flooding conditions, the community must submit technical or scientific data to the Federal Emergency Management Agency (FEMA) that substantiate these changes. The community must submit such data as soon as possible, but no later than 6 months after such data become available, so that FEMA can base flood insurance premium rates and floodplain management requirements on the most up -to -date and accurate information available. Upon completion of the proposed project, your community must request a revision to the FIS and FIRM per NFIP regulations 65.3. The revision request should be submitted to our Regional Office in Denton, Texas, and include the data listed below. 1. Evidence of compliance with NFIP regulations Paragraph 65.4(b), which states that "all requests for changes to effective maps... must be made in writing by the community's Chief Executive Officer (CEO) or an official designated by the CEO. Should the CEO refuse to submit such a request on behalf of another party, we will agree to review the request only if written evidence is provided indicating the CEO or designee has been requested to do so." 2. As -built plans of the completed project with electronic copies, if applicable, certified by a professional engineer. 3. HEC -2 hydraulic modeling of the 10 %, 2 %, 1 % and 0.2% annual chance flood for Grapevine Creek, representing as -built conditions. 4. Certified topographic mapping, delineating the 1% annual chance floodplain for Grapevine Creek, including the locations and alignments of the cross sections and flow lines used in the hydraulic model, representing as -built conditions. a. Please show this information on a certified map of suitable scale and topographic definition to provide reasonable accuracy. b. Label all items for easy cross - referencing to the hydraulic model and summary data. 5. Copy of the preliminary or final Dallas County, Texas and Incorporated Areas FIRM number 48113C0I35 J and 48113C0145 J, dated July 20, 1999, annotated to reflect as-built conditions. 6. Documentation showing compliance with NFIP regulations Subparagraph 65.7(b)(1) concerning floodway modification. 7. Documentation showing compliance with NFIP regulations Subparagraph 65.7(b)(2) regarding State notification for floodway modifications. 8. An officially adopted maintenance and operation plan for the Freeport Corporate Center revision as documentation of compliance with NFIP regulations Subparagraph 60.3(b)(7). This plan, which may be in the form of a written statement from the community CEO, an ordinance, or other legislation, must describe the nature of the maintenance activities, the frequency with which they will be performed, and the title of the local community official who will be responsible for ensuring that the maintenance activities are accomplished. 9. Written acceptance of the proposed revision by any landowners affected by the increased flood hazards. Without such acceptance, finalizing a revision to reflect the effects of the completed project may be delayed to allow for public review and comment. If the project is built as proposed in the data submitted in support of this request, you do not have to resubmit items 3 and 4 listed above, otherwise, please resubmit them. If the effects of the project are incorporated into the FIS and FIRM through a physical map revision, you do not need to submit property owner acceptance because the physical map revision process includes a comment period during which property owners can submit their concerns about the revision of the FIS and FIRM. We have enclosed a copy of our application/certification forms for your reference. The application/certification forms package may be downloaded directly from the FEMA Web site at http:// www .fema.gov /niit /tsd/EN_main.litm or copies may be obtained by contacting the FEMA Map Assistance Center, toll free, at 1- 877 -FEMA MAP (1- 877 - 336 - 2627). Typically, we do not require these forms if the project is completed as proposed in the data submitted in support of this request. The enclosed document, titled Requirements for Submitting Application /Certification Forms to Support Requests for NFIP Map Revisions describes in detail the circumstances under which the forms are required. The NFIP is not funded by taxes, rather, its expenses are primarily borne by policyholders. We recover costs associated with reviewing and processing requests for modifications to published FISs, FIRMS, and FBFMs to minimize the financial burden on the policyholders. The fee for an as -built Letter of Map Revision (LOMR) request in follow -up to this conditional LOMR is $3,400, which we must receive before we can begin processing. This fee represents the new fee schedule effective September 23, 1999. However, the fee schedule is subject to change, and the requester is required to submit the fee in effect at the time of the submission. Your payment must be a check or money order made payable to the National Flood Insurance Program and should be forwarded to: Federal Emergency Management Agency Fee Charge System Administrator P.O. Box 3173 Merrifield, Virginia 22216 Once we receive the processing fee and the items listed above, complete our review, and verify that the completed project meets all applicable NFIP standards, we will revise your community's FIS and FIRM to incorporate the effects of the completed project, as appropriate. Part 65 of the enclosed NFIP regulations further describes the data needed to support a request to revise a FIS and FIRM. Your compliance with the criteria outlined in the NFIP regulations will streamline our review, allowing us to expeditiously revise your community's FIS and FIRM. If you have any questions regarding this CLOMR, please contact the FEMA Map Assistance Center, toll free, at 1- 877 -FEMA MAP (1 -877- 336 - 2627). Sincerely, Katie Paulson, Program Specialist Hazards Study Branch Mitigation Directorate Enclosures For: Matthew B. Miller, P.E., Chief Hazards Study Branch Mitigation Directorate cc: Mr. Gary Fennell, P.E., Senior Civil Engineer, City of Irving Mr. Allen Lu Xu, P.E., Halff Associates, Inc. �� %�� Halff Associates ENGINEERS • ARCHITECTS • SCIENTISTS PLANNERS • SURVEYORS 8616 NORTHWEST PLAZA DRIV DALLAS, TEXAS 7522 (214) 346 -620 FAX (214) 739 -009 July 28, 2000 AVO 18309 Mr. Mathew B. Miller, P.E. Federal Emergency Management Agency 500 C. Street SW Washington, D.C. 20472 Re: Request for a Conditional Letter of Map Revision on Grapevine Creek in the Freeport Corporate Center of the City of Irving, Dallas County, Texas. Dear Mr. Miller: Enclosed you will find a technical report on proposed site improvements for a site along Grapevine Creek in the City of Irving, Dallas County, Texas. This report, submitted by Halff Associates, Inc. on behalf of ProLogis Development Services Inc., contains the technical data required for issuance of a Conditional Letter of Map Revision. Hard copies of the required HEC -2 hydraulic models, a disk containing input data files, and flood plain and floodway mapping can be found in Appendices A through H. Application and Certification forms are included in Section H. An application for a fill permit for the aforementioned project was submitted to the City of Irving in June 2000. The base hydraulic models utilized for this study were as approved by FEMA for the City of Irving FIS published on July 30, 1999. The effective base FIS model was obtained through Mr. Anthony P. Appleby of the FEMA Project Library. The previous flood plain study for this portion of creek was conducted by NDM Engineers, Inc. in 1995. The study for proposed Freeport Corporate Center will update the model based on the proposed 190 LF Regent Road Bridge and approximate 2800 feet channel improvement with bottom width 50 feet to 130 feet. The map revision based on the proposed channel improvement and corrections to the effective flood model indicates reduced flood plain widths and no 100 -year flood plain elevation increases occurring off site at downstream or upstream locations. If you have any technical questions on this report, please contact Halff Associates, Inc. at 214 - 346 -6200. Administrative questions should be directed to Mr. Mike Walter, P.E., City Engineer for the City of Irving at 972- 721 -2611. Thank you for your consideration of this request. Yours very truly, HALFF ASSOCIATES, INC. Allen L. Xu, P.E. Enclosures cc: Mr. Jack Quarles, FEMA Region VI, Denton, Texas. Mr. Mike Walter, P.E., City Engineer for the City of Irving. Mr. John Clinton, ProLogis Development Services, Inc. File: I:\ 18000s\ 18309 \Hh \doc`309CIo - rpt.doc DALLAS • FORT WORTH • HOUSTON • McALLEN TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT • MUNICIPAL • ENVIRONMENTAL • STRUCTURAL MECHANICAL • ELECTRICAL SURVEYING • GEOGRAPHIC INFORMATION SYSTEMS ARCHITECTURE LANDSCAPE ARCHITECTURE • PLANNING REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS TABLE OF CONTENTS Page # I. 0 INTRODUCTION A. General I -1 B. Site Description I -1 C. Purpose I -1 D. Hydrology I -1 E. Hydraulics 1 -2 1. Effective Models Duplication 1 -2 2. Corrected Effective Models I -2 3. Revised (Proposed) Models I -3 4. Floodway Models I -5 F. Conclusions and Recommendations I -5 APPLICATION /CERTIFICATION FORMS WITH ATTACHMENTS • MT -2 Form 1 - Revision Requester and Community Official Form II -1 • MT -2 Form 4 - Riverine Hydraulic Analysis Form II -3 • MT -2 Form 6 - Channelization Form II -5 • MT -2 Form 7 — Bridge /Culvert II -7 M. PHOTOGRAPHS REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS TABLE OF CONTENTS IV. APPENDICES Appendix A Figures and Maps Appendix B FIS Duplicate Effective Multi - Profile HEC -2 Model FREEPORT.DAT Appendix C FIS Duplicate Effective Floodway HEC -2 Model FPORTFWA.DAT Appendix D Corrected Effective Multi - Profile HEC -2 Model 309REVE5.DAT Appendix E Corrected Effective Floodway HEC -2 Model 309REVFW.DAT Appendix F Revised (Proposed) Multi - Profile HEC -2 Model 309PRO5.DAT Appendix G Revised (Proposed) Floodway HEC -2 Model 309PROFW.DAT Appendix H Digital HEC -2 Input Data Files on Disk REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS LIST OF FIGURES AND MAPS IN APPENDIX A Figure 1 Location Map Figure 2 Drainage Area Map Figure 3 FEMA FIRM Map Figure 4 Corrected Effective vs. Duplicate Effective Conditions Cross - Sections: 4A Cross - section 39768 (old 39720) 4B Cross - section 41138 (old 41180) 4C Cross - section 42040 (old 41950) 4D Cross - section 42138 (old 42050) Figure 5 Revised (Proposed) vs. Corrected Effective Cross Sections: 5A Cross - section 39016 5B Cross - section 39403 5C Cross - section 39900 5D Cross - section 40208 5E Cross - section 40408 5F Cross - section 40635 5G Cross - section 40698 5H Cross - section 41138 5I Cross - section 41340 5J Cross - section 41471 5K Cross - section 41703 5L Cross - section 42040 5M Cross - section 42138 Figure 6 Corrected Effective Conditions Site Plan Figure 7 Revised (Proposed) Conditions Site Plan Figure 8 Revised (Proposed) Condition Profile Figure 9 Proposed Site Plan Figure 10 Proposed Bridge Plan REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS LIST OF TABLES Page # Table 1 Designed 100 -Year Flood Peak Discharge I_1 Table 2 Channelized Cross - Section Information Between Sec. 39768 and 40408 I -3 Table 3 Channelized Cross - Section Information Between Sec. 40408 and 41138 I -3 Table 4 Channelized Cross - Section Information Between Sec. 41340 and 42040 I -3 Table 5 Comparison of Water Surface Elevations - 100 -Year Discharges I -6 Table 6 Comparison of WSEL Between Natural Channel and Floodway — 100 -Year Discharges I -7 REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS I. Introduction REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS A. General This study was undertaken to provide the necessary technical data for issuance of a Conditional Letter of Map Revision (CLOMR) for a flood plain reclamation project along Grapevine Creek in the City of Irving, Dallas County, Texas, as shown on Figure 1. The required forms for this "Request for a Conditional Letter of Map Revision" are included in this report. Additional information is provided as Attachments to these forms. B. Site Description The Freeport Corporate Center is located along Grapevine Creek between LBJ Freeway and Royal Lane. The 34 -acre site is currently owned by ProLogis Development Services, Inc. The upstream watershed area is about 3.9 square miles (see Fig. 2). The total channel reach length in the study area is approximately 3,600 feet. Four warehouse buildings are proposed at both sides of the creek. The proposed 190 LF concrete bridge will extend Regent Boulevard west to the Royal Lane intersection. The project is currently partially located within the FIS effective 100 -year flood plain and in the effective floodway for Grapevine Creek. In order to protect buildings from the 100 -year flood, several improvements are proposed, which include three segments of creek channel alteration and two overflow swales. Details of the proposed improvements will be introduced in the hydraulics section of this report. C Purpose Halff Associates, Inc. was retained by ProLogis Development Services, Inc. to model proposed improvements to the Grapevine Creek between LBJ Freeway and Royal Lane. The objective of this study is to provide all necessary information for obtaining a Conditional Letter of Map Revision (CLOMR) from the Federal Emergency Management Agency. D. Hydroloey Effective FIS study discharges were adopted for this study. The 100 -year flood peak discharges are listed in Table 1: I -1 E. Hydraulics 1. Effective model duplication (Appendices B and Q. Analyses of the flood plain and hydraulic characteristics of study area were performed with the USACE's HEC -2 hydraulic program, which determines probable water surface elevations along the creek for the 100 -year flood. The original effective model for the Grapevine Creek hydraulic model was obtained from Mr. Anthony P. Appleby of the FEMA Project Library in January 2000. The digital effective models were not available. The duplicated model, which was manually input, matches with the effective model. 2. Corrected effective models (Appendices D and E). The corrected effective model modifies the currently effective FIS model. From the new survey data collected by the Halff Associates, Inc., there are substantially differences between the new cross sections and the cross sections from the effective model. In order to show these differences, locations of selected cross sections used in the hydraulic analyses have been shown on the flood plain map and flood profiles. Based on the topographic map, the following major corrections have been made: 1). Nine additional cross sections (39016, 39403, 39900, 40208, 40408, 40635, 40698, 41340 & 41703) have been added in the model 2). Four existing cross sections (38850, 39720, 41180 and 41950) have been updated and renamed as 38889, 39768, 41138 and 42040 respectively. 3). The geometric data for the Royal Lane Bridge and its top of road have been updated. Roughness factors (Manning's "n ") used in the synthetic computations were chosen by engineering judgment based on field observations of the channel and flood plain areas. In this study, we used 0.05 as roughness factor for grassy overbank, 0.045 for the channel, and 0.08 for wooded areas. I -2 The model downstream boundary condition was started with elevations from the effective model. 3. Revised (proposed) models (Appendices F and G). In order to coordinate with the proposed Regent Boulevard Bridge and keep building sites above the 100 -year flood plain, the following channelization and reclamation improvements have been proposed in the post project model: 1). A 190 LF concrete bridge is proposed as the Regent Boulevard Bridge. Its cross - section layout is listed in Section 39800 of Table 2. The detailed bridge information also shown on the flood plain map (see Fig. 10). 2). A 50 feet bottom width with 4:1 side slope swale (high flow channel) is proposed on the left overbank between Section 39016 and Section 39768 (downstream of Regent bridge). 3). A proposed pilot or active channel with a 27' wide x 3' deep earthen section will be added to the main channel between Station 39768 and Station 40408. The size of the main channel is listed in Table 2. 4). A proposed left overbank swale (high flow channel) between the Station 40408 and Station 41340 channel is proposed (see Table 3). I -3 5). A 30 feet bottom width with 4:1 side slope trapezoidal channel is proposed for the existing tributary channel at the right bank between Section 40635 and the southern property limit. The proposed improvement, Revised (Proposed) Condition Site Plan, is shown on Figure 7. The proposed reclamation plan does not cause additional flooding at any location along Grapevine Creek (Table 5). The proposed flow velocities ranged from 3.38 fps (Section 41138) to 7.95 fps (Section 41471). For the channelized segments, flow velocities increased to f 7 fps. In order to provide an overall stable channel system, a meandering active channel has been proposed along the creek. The active channel design is based on the following two factors: 1. The active channel is sized to accommodate the two -year flood. From USGS regional equations, the two -year peak flood discharge is approximately 600 cfs for Grapevine Creek in this area. To meet that requirement, a trapezoidal channel with 27 feet bottom width, 3 feet deep and 3:1 side slope is proposed. I -4 6). A proposed main channel with a 27' wide x 3' deep active channel between the station 41340 and station 42040 is sized as follows (see Table 4). 2. Meandering channel curve radius is a factor in channel stability. The ratio of the curve radius to the channel depth normally ranges between 1.5 and 4.0 for the stable condition. Here, a ratio of 2.5 has been used. Therefore, a meander radius of 80 feet is proposed for the meandering channel design. Besides that, a rock riprap slope protection has been proposed at the cut bank side of the active channel. For the main channel where flow velocities are greater than 6.0 fps, a flexible channel liner has also been proposed. The detailed design information is showed on Figure 9. For the channelized creek segments, the Maiming's n -value was lowered to 0.04. 4. Floodwav Models Based on the corrected and proposed model, the corresponding floodway models were also revised. The detailed floodway information is summarized in Table 6. F. Conclusions and Recommendations Based on the above flood plain study, the following conclusions can be made: 1. The corrected effective Base Flood Elevations (BFEs) are much different from the existing effective BFEs because of the cross section geometric data difference. However, no insurable structures are affected by these differences. 2. The post - project BFEs are lower than the corrected effective BFEs throughout the entire study area. Therefore, the proposed project has no impact on flood levels at upstream or downstream locations. 3. Channel velocities under the proposed conditions ranges from 3.38 fps to 7.95 fps. Higher velocities exist in the proposed bridge area and channelized creek segments. 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Z c9 w E O 7 T , t v >. v o o O tU REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS II. Application/Certification Forms FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 REVISION REQUESTER AND COMMUNITY OFFICIAL Expires April 30, 2001 Public reporting burden for this form is estimated to average 2.13 hours per response. The burden estimate includes the I time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067 - 0148), Was hington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. 1. REQUESTED RESPONSE FROM FEMA This request is for a: 1 0 CLOMR A letter from FEMA commenting on whether a proposed project, if built as proposed, would justify a map revision, or proposed hydrology changes (See 44 CFR Ch. 1, Parts 60,65 & 72). I ❑ LOMR A letter from FEMA officially revising the current NFIP map to show the changes to floodplains, floodway or flood elevations. LOMRs typically decrease flood hazards. (See 44 CFR Ch. 1 Parts 60 & 65.) ❑ Other Describe: 2. OVERVIEW 1 1. 1 he basis for this revision request is (are): (check all that apply) Z Physical Change ❑ Improved Methodology /Data ® Floodway Revision Other Describe: _ I ❑ Note: A photograph is not required, but is very helpful during review. 2. Flooding Source: Grapevine Creek 1 3. Project Name /Identifier: FREEPORT CORPORATE CENTER 4. FEMA zone designations affected: AE I (example: A, AH, AO, Al -A30, A99, AE, V, V1 -V30, VE, B, C, D, X) 5. The NFIP map panel(s) affected for all impacted communities is (are): I Community No. Community Name State Map No. Panel No. Effective Date Ex: 480301 Katy, City TX 480301 0005D 02/08/83 480287 Harris County TX 48201 C 0220G 09/28/90 480180 Irving City , Dallas County TX 48113C 0135J 07/20/99 480180 Irving City, Dallas County TX 48113C 0145J 07/20/99 S. The area of revision encompasses the following types of flooding and structures. Check all that apply. Types of Flooding Structures Riverine ® Channelization I ❑ ❑ Coastal ❑ Levee /Floodwall ❑ Alluvial fan ® Bridge /Culvert ❑ Shallow Flooding (e.g. Zones AO and AH) ❑ Dam Lakes M Fill I ❑ ❑ Other describe ❑ Other describe PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89 Revision Requester and Community Official Form MT -2 Form 1 Page 1 of 2 4. ENCROACHMENT INFORMATION 1. Does the State have jurisdiction over the floodway or its adoption by communities participating in the NFIP? ❑ Yes ®No If Yes, attach a copy of a letter notifying the appropriate State agency of the floodway revision and documentation of the approval of the revised floodway by the appropriate State agency. 2. Does the development in the floodway cause the 1 % annual chance (base) elevation to increase at any location by more than 0.000 feet? ❑ Yes ❑ No ® N/A 3. Does the cumulative effect of all development that has occurred since the effective SFHA was originally identified cause the base flood elevation to increase at any location by more than one foot (or other increase limit if community or state has adopted more stringent criteria - even if a floodway has not been delineated by FEMA)? ❑ Yes M No If the answer to either items is Yes, please attach documentation that all requirements of Section 65.12 of the NFIP regulations have been met, regarding evaluation of alternatives, notice to individual legal property owners, concurrence of CEO, and certification that no insurable structures are impacted. 5. MAINTENANCE RESPONSIBILITY The community is willing to assume responsibility for ❑ performing ® overseeing compliance with the maintenance and operation plans of the Freeport Corporate Center (Name) flood control structure. If not performed promptly by an owner other than the community, the community will provide the necessary services without cost to the Federal government. Operation and maintenance plans are attached. ❑ Yes ❑ No ® N/A 6. REVIEW FEE The review fee for the appropriate request category has been included. ® Yes Fee amount: $ 3100 OR This request is based on a federally sponsored flood - control project where 50 percent or more of the project's cost is federally sponsored, or the request is based on detailed hydrologic and hydraulic studies conducted by Federal, State, or local agencies to replace approximate studies conducted by FEMA and shown on the effective FIRM; thus the project is fee exempt. ❑ Yes Please see Instructions for Fee Amounts 7. SIGNATURE Note: I understand that my signature indicates that all information Note: Signature indicates that the community understands, from the submitted in support of this request is correct revision requester, the impacts of the revision on flooding conditions in the community. Signature of Revision Requester Signature of Community Official Printed Name and Title of Revision Requester Printed Name and Title of Community Official Company Name Community Name Telephone No.: Date: Telephone No.: Date: CERTIFICATION BY REGISTERED PROFESSIONAL Check which forms have been included with this request ENGINEER AND /OR LAND SURVEYOR This certification is in accor with 44 CFR Ch. 1, Sect 65.2 Form Name and (Number) Required if ...... ❑ Hydrologic (3) new or revised discharges __. - Z Hydraulic (4) new or revised water - surface elevations ® Mapping (5) floodplain /floodway changes Signature ® Channelization (6) channel is modified ALLEN LUN XU PROJECT ENGINEER ® Bridge /Culvert (7) addition /revision of bridge /culvert Printed Name and Title of Revision Requester ❑ Levee /Floodwall (8) addition /revision of levee/floodwall ❑ Coastal (9) new or revised coastal elevations Registr No. 83443 Expires (Date) 12/31/00 State TX ❑ Coastal Structures (10) addition /revision of coastal structure ❑ Dam (11) addition /revision of dam Type of License /Expertise: CIVIL ENGINEERING ❑ Alluvial Fan (12) structures proposed on alluvial fan FEMA Form 81 -89 Revision Requester and Community Official Form MT -2 Form 1 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 RIVERINE HYDRAULIC ANALYSIS I Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2.25 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington DC 20472; and to the Office of Maria ement and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. I You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Note: Fill out one form for each flooding source studied Community Name: Irving City, TX Flooding Source: Grapevine Creek Name /Identifier: F 1. REACH TO BE REVISED Describe the limits of the revision OR submit a copy of the FIRM with the revision area clearly highlighted. Copy of FIRM(s) attached depicting area of the revision (highlighted, or circled)? ® Yes I Downstream Limit: Upstream of LBJ Fwy, Sta 38889 )s Limit: Downstream of Loyal Lane Sta 42138 2_ MODELS SIIRMITTFD Requirements: for areas which have detailed flooding for areas which do not have detailed Full input and output listings along with files on diskette for each of the models listed flooding below (items 1 -4) and a summary of the source of input parameters used in the Only the 100 -year (Base) flood profile is models must be provided. The summary must include a description of any changes required. A hydraulic model is not required for made from model to model (e.g., Duplicate Effective model to Corrected Effective areas which do not have detailed flooding; model). At a minimum, the Duplicate Effective (item 1) and the Revised or Post- however, BFEs may not be added to the Project Conditions (item 4) models must be submitted. See instructions for revised FIRM. If a hydraulic model is developed directions on when other models may be required. for the area, items 3 and 4 described below must be submitted. If hydraulic models are not developed, hydraulic analyses (including all calculations) for existing or pre - project conditions and revised or post - project conditions must be submitted. 1. Duplicate Effective Model ® Natural File Name Freeport.dat ® Floodway File Name fportfwa.dat Copies of the hydraulic analysis used in the effective FIS, referred to as the effective models (10 -, 50 -, 100 -, and 500 -year multi - profile and the floodway run) must be obtained and then reproduced on the requester's equipment to produce the Duplicate Effective I runs model. This is required to assure that the effective models input data has been transferred correctly to the requester's equipment and to assure that the revised data will be integrated into the effective data to provide a continuous FIS model upstream and downstream of the revised reach. 1 2. Corrected Effective Model ® Natural File Name 309reve5.dat ® Floodway File Name 309revfw.dat The Corrected Effective model is the model that corrects any errors that occur in the Duplicate Effective model, adds any additional cross sections to the Duplicate Effective model, or incorporates more detailed topographic information than that used in the currently model. The Correctly Effective model must not reflect any man -made physical changes since the date of the effective model. I effective An error could be a technical error in the modeling procedures, or any construction in the floodplain that occurred prior to the date of the effective model but was not incorporated into the effective model. 3. Existing or Pre - Project Conditions Model ❑ Natural File Name _ ❑ Floodway File Name _ The Duplicate Effective model or Corrective Effective model is modified to produce the Existing or Pre - Project Conditions model to reflect any modifications that have occurred within the floodplain since the date of the Effective model but prior to the construction of the project for which the revision is being requested. If no modification has occurred since the date of the effective model, then this model would be identical to the Corrected Effective model or Duplicate Effective model. 4. Revised or Post - Proiect Conditions Model ® Natural File Name 309pro5.dat ® Floodway File Name 309profw.dat The Existing or Pre - Project Conditions model (or Duplicate Effective model or Corrected Effective model, as appropriate) is revised to reflect revised or post - project conditions. This model must incorporate any physical changes to the floodplain since the effective model was produced as well as the effects of the project. When the request is for the proposed project this model must reflect proposed conditions. 5. Other — Please attach a sheet describing all other models submitted along with the file names. ❑ Natural ❑ Floodway_ PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89C Riverine Hydraulic Analysis Form MT -2 Form 4 Page 1 of 2 3. STARTING WATER- SURFACE ELEVATIONS Explain how they were determined. Explanation Attached? ® Yes ❑ No NOTE: If the effective study is an approximate study, the slope /area method is recommended. For detailed analysis studies, using a known water - surface elevation is recommended. 4. KL5UL 15 (trom the model used to revise the 1 uy -year water surtace elevations) If the results indicate any of the following, attach an explanation - to this form, or to the hydraulic model printout- as to the reasonableness of the situation. ❑ Supercritical depth ❑ Critical Depth ❑ Drawdowns ❑ Negative Floodway Surcharges ❑ Floodway Surcharges Greater Than Maximum Allowed by Community/State ❑ Water surface elevations higher than the end points of cross sections. ❑ Floodway discharge is different than the Natural 100 -year (base) flood discharge. ❑ Project causes 100 -year floodplain or floodway elevations to increase (state if increases are located off the requester's property) Explanation attached with Form ❑ Explanation provided on attached printout ❑ If Hydraulic model used is HEC -2, has it been checked with FEMA'S CHECK -2 computer program? ® Yes ❑ No (see instructions for information on how to obtain CHECK -2) 5. REVISED FIRM /FBFM AND FLOOD PROFILES 1. Profile Transition a. 100 -Year Water- Surface Elevations - indicate the difference in water surface elevations where the project 100 -year elevations tie into the existing 100 -year water surface elevations at each end of the project. Downstream End 38889 within 0.0 (feet) Upstream End 42138 within -0.78 (feet) Cross - Section # Cross- Section # b_ Floodway Elevations - indicate the difference in water surface elevations where the project floodway elevations tie into the existing floodway water surface elevations at each end of the project. Downstream End 38889 within -0.1 (feet) Upstream End 42138 within -0.87 (feet) Cross - Section # Cross- Section # c. Floodway widths - indicate the difference in floodway widths where the project floodway widths tie into the existing floodway width at each end of the project. Downstream End 38889 within 0.0 (feet) Upstream End 42138 within -80.0 (feet) Cross - Section # Cross- Section # 12. Profile Checklist (check box if information has been provided on profile) The following information (unless in parentheses) must be included at the same scale as the existing profiles for this project: ® Stream Name ® Community Name ® Corporate Limits labeled ❑ Study limits labeled ❑ Confluences labeled ® Channel Stationing ® Streambed profiled ® Cross Sections labeled ® Horizontal/Vertical Scales indicated ® 100 -year elevs profiled* ® Road Crossings ❑ Labeled ® Low Chord Elevations ® Top of Road Elevations *All recurrence intervals in the effective study must also be profiled. Floodway Data Table Attach a Floodway Data Table for each cross section listed in the published Floodway Data table in the FIS report. Floodway Data Table Attached ® Yes ❑ Not Required 4W r. FEMA Form 81 -89C Riverine Hydraulic Analysis Form MT -2 Form 4 Page 2 of 2 I FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 RIVERINE / COASTAL MAPPING Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE I Public reporting burden for this form is estimated to average 1.5 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions I for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Note: Fill out one form for each flooding source studied I Community Name: Irving City, TX Flooding Source: Grapevine Creek I Project Name /Identifier: Freeport Corporate Center This is a ❑ Manual ® Digital submission. Digital map submissions may be used to update digital FIRMs (DFIRMs). For updating DFIRMs, these submissions must be coordinated with FEMA Headquarters as far in advance as possible. 1. MAPPING CHANGES 1. A topographic workmap must be submitted showing the following information (check N/A when not applicable): Revised approximate 100 -year floodplain boundaries (Zone A) ................................ ............................... ® Yes ❑ No ❑ N/A I a. b. Revised detailed 100- and 500 -year floodplain boundaries . .................................... ............................... ® Yes ❑ No ❑ N/A c Revised floodway boundaries .................................................................................... ............................... ® Yes ❑ No ❑ N/A d. Location and alignment of all cross sections with stationing control indicated ......... ............................... ® Yes ❑ No ❑ N/A Stream alignments, road alignments and dam alignments ....................................... ............................... ® Yes ❑ No ❑ N/A I e. f. Current community boundaries . ................................................................................ ..............................® Yes ❑ No ❑ N/A g. Effective 100- year floodplain and floodway boundaries from FIRM /FBFM reduced or enlarged to the scale of the topographic workmap .................................................... ............................... ® Yes ❑ No ❑ N/A h. Tie -ins between the effective and revised 100 -, 500 -year and floodway boundaries ............................... ® Yes ❑ No ❑ N/A i. The requester's property boundaries and community easements ............................. ............................... ® Yes ❑ No ❑ N/A j. The signed certification of a registered professional engineer ................................... ..............................El Yes ❑ No ❑ N/A k. Location and description of reference marks ............................................................. ............................... ® Yes ❑ No ❑ N/A I I. Vertical datum (example: NGVD, NAVD) .................................................................. ............................... ® Yes ❑ No ❑ N/A m. Coastal zone designations tie into adjacent areas not being revised ...................... ................................. ❑ Yes ❑ No ® N/A n. Location and alignment of all coastal transects used to revise the coastal analyze .. ............................... ❑ Yes ❑ No ® N/A o. V -zone has been delineated to extend landward to the heel of the primary frontal dune ......................... ❑ Yes ❑ No ® N/A If any items are marked No or N/A please attach an explanation. 2. What is the source and date of the updated topographic information (example: orthophoto maps, July 1985; filed survey, May 1979, I beach profile, June 1987 etc.)? Field survey. Jan. 2000 3. What is the scale and contour interval of the following workmaps? I Effective FIS Scale _ Contour Interval _ Revision Request Scale _ Contour Interval 2 NOTE: Revised topographic information must be of equal or greater detail than effective. 4. Attach an annotated FIRM /FBFM at the scale of the effective FIRM /FBFM showing the revised 100- and 500 -year floodplain and the floodway boundaries and how they tie into those shown on the effective FIRM /FBFM downstream and upstream of the revisions or adjacent to the area of revision for coastal studies. FIRM /FBFM attached? ® Yes ❑ No PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89D Riverine / Coastal Mapping Form MT -2 Form 5 Page 1 of 2 n 2. EARTH FILL PLACEMENT 1. The fill is: ❑ Existing ® Proposed 2. Has fill been /will be placed in the regulatory floodway? ❑ Yes ❑ No If Yes, please attach completed Riverine Hydraulic Analysis Form (Form 4). 3. Has fill been /will be placed in floodway fringe (area between the floodway and 100 -year floodplain boundaries)? ® Yes ❑ No If Yes, then complete A, B, C, and D below. a. Are fill slopes for granular materials steeper than one vertical on one - and - one -half horizontal? ❑ Yes ® No If Yes, justify steeper slopes b. Is adequate erosion protection provided for fill slopes exposed to moving flood waters? (Slopes exposed to flows with velocities of up to 5 feet per second (fps) during the 100 -year flood must, at a minimum, be protected by a cover of grass, vines, weeds, or similar vegetation; slopes exposed to flows with velocities greater than 5 fps during the 100 -year flood must, at a minimum, be protected by stone or rock riprap.) ® Yes ❑ No If No, describe erosion protection provided _ G. Has all fill placed in revised 100 -year floodplain been compacted to 95 percent of the maximum density obtainable with the Standard Proctor Test Method or acceptable equivalent method? ❑ Yes ❑ No d. Can structures conceivably be constructed on the fill at any time in the future? ® Yes ❑ No If Yes, attach certification of fill compaction (item 3c. above) by the community's NFIP permit official, a registered professional engineer, or an accredited soils engineer in accordance with Subparagraph 65.5(a)(6) of the NFIP regulations. Fill certification attached ❑ Yes ❑ No 4. Has fill been /will be placed in a V zone? ❑ Yes ❑ No If Yes, is the fill protected from erosion by a flood control structure such as a revetment or seawall? ❑ Yes ❑ No If Yes, attach the Coastal Structures Form (Form 10). J FEMA Form 81 -89D Riverine /Coastal Mapping Form MT -2 Form 5 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067 -0148 CHANNELIZATION Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1.75 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Community Name: Irving City, TX Flooding Source: Grapevine Creek Project Name /Identifier: Freeport Corporate Center 1. REACH TO RE R FVISFn Describe the limits of the revision OR submit a copy of the FIRM with the revision area clearly highlighted. Copy of FIRM(s) attached depicting area of the revision (highlighted, or circled)? ® Yes Downstream Limit: Upstream of LBJ Fwy, Sta 39403 Upstream Limit: Downstream of Loyal Lane Sta 42138 2. CHANNEL DESCRIPTION Attach the following information about the channel (check box if information has been provided): ❑ Description of the inlet and outlet ® Description of the shape of the channel (both cross sectional and planimetric configuration) and its lining (channel bottom and sides): 3. ACCESSORY RTRllrTlIRFC The channelization includes: Levees (Attach Levee /Floodwall System Analysis Form - Form 8) Drop structures Superelevated sections Transitions in cross sectional geometry Debris basin /detention basin Energy dissipater Other (Describe): 4_ DRAWINr; rl4F=rK1 icT Attach the plans of the channelization certified by a registered professional engineer. The plan detail and information should include (check box if information has been provided): ❑ Channel alignment and locations of inlet, outlet, and accessory structures ® Channel lining i cal cross sections and profiles of channel banks and invert PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89E Channelization Form MT -2 Form 6 Page 1 of 2 5. HYDRAULIC CONSIDERATIONS 1. The channel was designed to carry 11200 (cfs) and /or the 100 -year flood. 1 2. The design elevation in the channel based on: ® Subcritical flow ❑ Critical flow ❑ Supercritical flow ❑ Energy grade line 13. If there is the potential for a hydraulic jump at the following locations, check the box(es) that apply and attach an explanation of how the hydraulic jump is controlled without affecting the stability of the channel. Inlet to channel? ❑ Yes Outlet of channel? ❑ Yes At Drop Structures? ❑ Yes At Transitions? ❑ Yes Other locations? ❑ Yes Explanation Attached? ❑ Yes ❑ No ❑ N/A 6. SEDIMENT TRANSPORT CONSIDERATIONS If there is any indication from historical records that sediment transport (including scour and deposition) can affect the 100 -year (base flood) water - surface elevations; and /or based on the stream geomorphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including sewer and deposition) to affect the base flood water - surface elevations, then provide the following information (Check the box if provided): ❑ Estimated sediment load ❑ Method used to estimate sediment transport ❑ Method used to estimate scour and /or deposition ❑ Method used to revise hydraulic or hydrologic analysis (model) to account for sediment transport FEMA Form 81 -89E Channelization Form MT -2 Form 6 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067 -0148 BRIDGE /CULVERT Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2 hours per response. The burden estimate includes the I for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. Y ou are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner f this form. Community Name: Irving City, TX Flooding Source: Grapevine Creek Project Name /Identifier: Freeport Corporate Center 1 If1FNTIFIFR 1. 2 11 4 Name of structure (roadway, railroad, etc.): Regent Blvd Bridge Location of bridge /culvert along flooding source (in terms of stream distance or cross - section identifier): Regent Blvd at Sec. 39832 This revision reflects (check one of the following): ® New bridge /culvert not modeled in the FIS ❑ Modified bridge /culvert previously modeled in the FIS ❑ New analysis of bridge /culvert previously modeled in the FIS Hydraulic model used to analyze the structure (e.g., HEC -2 with special bridge routine, WSPRO, HY8) HEC -2 If different than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structure(s). (Attach justification) Justification attached ❑ Yes ❑ No ❑ N/A PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89F Bridge /Culvert Form MT -2 Form 7 Page 1 of 2 2. DRAWING CHECKLIST Aftach plans of the structure(s) certified by a registered professional engineer. The plan detail and information should include the following (check the boxes if the information has been provided): ® Dimensions (height, width, span, radius, length) ® Shape (culverts only) ® Material ❑ Beveling or Rounding ❑ Wing Wall Angle ® Low Chord Elevations - Upstream and Downstream ® Top of Road Elevations - Upstream and Downstream ® Structure Invert Elevations - Upstream and Downstream ® Stream Invert Elevations - Upstream and Downstream ❑ Skew Angle ® Cross - Section Locations ® Distances Between Cross Sections ® Erosion Protection 3. SEDIMENT TRANSPORT CONSIDERATIONS If there is any indication from historical records that sediment transport (including scour and deposition) can affect the 100 -year (base flood) water- surface elevations; and /or based on the stream geomorphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including sewer and deposition) to affect the base flood elevations, then provide the following information (Check the box if provided): ❑ Estimated sediment load ❑ Method used to estimate sediment transport ❑ Method used to estimate scour and /or deposition ❑ Method used to revise hydraulic or hydrologic analysis (model) to account for sediment transport FEMA Form 81 -89F Bridge /Culvert Form MT -2 Form 7 Page 2 of 2 REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS III. Photographs Photographs on pages III -2 through III -7 illustrate existing conditions at the Freeport site. Photograph No. 1 Looking North of Site 6 from proposed Regent Boulevard Grapevine Creek is located in the tree line Photograph No. 2 Looking upstream of Grapevine Creek near the Regent Bridge Site Photograph No. 3 Photograph No. 4 Looking upstream of Grapevine Creek from Site 6 Looking upstream of an unnamed tributary by site 5 Photograph No. 6 Looking Downstream of Grapevine Creek from Royal Lane Photograph No. 5 Looking upstream of Royal Lane Bridge Photograph No. 8 Looking upstream of Grapevine Creek at Sec. 41340 Photograph No. 7 Looking downstream of Grapevine Creek at Sec. 41340 Photograph No. 9 Looking upstream of Grapevine Creek between Sec. 40635 and 40698 REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS IV. Appendices REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS Appendix A Figures and Maps REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS Figure 1 Location Map Figure 2 Drainage Area Map Figure 3 FEMA FIRM Map z << r Z a a COPP LL 6 U e Creek � E BLVD g V / COTTON 4� - - COTTON D $ 9 � Y WRAJ IGLER coTloNwoon. , Administration - _ Mapsco, Inc. Coppell P b y q } Z KV W 635 REGt o - C - --- ------- yh I �'AS E�QS U � 9G A OA�CTDR _ lithE E ROYAL W 47 4 47 Z 4 49 114 ?5 } a � 78 Q S �cP ` ,Dallas � Wort: o X nternati na /A r v O O 6 U e Creek � E BLVD g V / COTTON AIRLINE D Y WRAJ IGLER Administration Bldg ■ Coppell L STATESMAN b y q } Z KV W 635 REGt o L O yh �'AS E�QS � 9G A OA�CTDR II �G R � ROYAL W 47 4 47 STUDY AREA LOCATION MAP SCALE V =2000' P .0 OF COP ELL LL 11 -0 CF IRV NG \ AJ .. rnrrnu onnn r--- -- CITY QF IRVING 480180 ZONE A ZONE X Grgwuint C*A. V. ZONE X _ ZONE X 4 ... CTTX OF DALL. _ '� 480171 . 0 ZONE X ` C� O O x zo LIMB OF 9 IE X DETAILED STUD y G rapu i ne I.J ZONE X NATIONAL FLOOD INSURANCE PR06RA! NATIONAL FLOOD INSURANCE PROCRAI w';' ZONE ZONE X l FIRM FIRM FLOOD INSURANCE RATE MAP FLOOD INSURANCE RATE MAP ` DALLAS COUNTY, DALLAS COUNTY, K TEXAS AND TEXAS AND 1r; Oct A: ! INCORPORATED AREAS I INCORPORATED ARE PANEL 135 OF 725 PANEL 145 OF 725 — ISEE M4P INDIX TON PMIEl2 NOT PPIHIEDI ISEE MM INDIX fOfl PaNEl2 NOT P111NTEC ]MIT OF :LEO MOY C'OV AM, CDMNNS mMIAUtQEY fR.MER PANEL AhFA O){IA/IgIrtY _g PANEL Ahfl O art d �c a6 III n'f. a1Y es ,om wa � 1�I MAP NUMBER MAP NUMBEI 48113CO1351 �I 48113CO145 EFFECTIVE DATE:. EFFECTIVE DATE PRELIMINARY { }' PRELR nNARS MICHAEL BAKER,JR,IM MICHAEL BAKER JR,I JUL d p JUL 8 01939 Federal F—j y Al...;—.c Agency Pcd—I Emagrn y hi —g--t A&— FIG 3 FEMA FIRM REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS Figure 4 Corrected Effective vs. Duplicate Effective Conditions Cross - Sections co M r r Cl) OM N N N N N LO U') t!) LO lf) LO to GC) 0 LO rn N 0 LO v N Co LO rn 0 LO 0 LO rn (O LO N C O w ca N SUOIICA013 m V � y W IF i i i i i i i C tq e x w Cl) OM N N N N N LO U') t!) LO lf) LO to GC) 0 LO rn N 0 LO v N Co LO rn 0 LO 0 LO rn (O LO N C O w ca N SUOIICA013 O O N W4 M M (D CC) (D N o SUOIIBA013 0 0 Lo CV 0 0 C'7 N 0 0 N CD 0 CA N C O w C) w o ti CD 0 0 0 M r t t 1 ♦ t t (U V W ♦ t t i 10 i ♦ t i ♦ t 1 ♦ t C t w W x W M M (D CC) (D N o SUOIIBA013 0 0 Lo CV 0 0 C'7 N 0 0 N CD 0 CA N C O w C) w o ti CD 0 0 0 M r co M r N 1' t� LO 'IT V M MO N N � LO LO LO LO LO LO to to to SUOIJEA 0 0 N N 0 0 Co N 0 0 00 N C O :7 ca CD co 0 0 0 0 N 0 0 0 r W 1 C N x W t� LO 'IT V M MO N N � LO LO LO LO LO LO to to to SUOIJEA 0 0 N N 0 0 Co N 0 0 00 N C O :7 ca CD co 0 0 0 0 N 0 0 0 r REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS Figure 5 Revised (Proposed) vs. Corrected Effective Cross Sections cD r O M M C) LO o o Un Cl) N N o LO U7 In LO LO LO 0 0 0 N 0 0 rn 0 0 0 0 0 0 c2 W O = 0 0 LO .r T R 0 0 0 0 T 0 0 N 0 0 T T 0 0 0 T SUOIJEA013 T W 0 0- 0 N X W C) LO o o Un Cl) N N o LO U7 In LO LO LO 0 0 0 N 0 0 rn 0 0 0 0 0 0 c2 W O = 0 0 LO .r T R 0 0 0 0 T 0 0 N 0 0 T T 0 0 0 T SUOIJEA013 O O O O M LO o Ln o LC) o_ M M LO L!) LN LN LO lf) 0 LO N Cl Lo LO N Cl Lo M N O T N O Lo 0) T N C O Lv 0 U) T 0 LO LO T 0 LO M T O LO T T 0 LO rn SUOi ;enO13 . a N N O C. O IL` j LO o Ln o LC) o_ M M LO L!) LN LN LO lf) 0 LO N Cl Lo LO N Cl Lo M N O T N O Lo 0) T N C O Lv 0 U) T 0 LO LO T 0 LO M T O LO T T 0 LO rn SUOi ;enO13 Elevations cn cn CA cn cn cn cn cn cn cn cn cn O N A O co O N A 0) co O N O _a c C C 00 W O N N O O O N N O O N .A O O N O O O N 00 O O O O m x Nl 1 1 1 O O IA t7 t 1 r O N O 00 O N O 00 Elevations cn cn cn cn cn cn cn cn cn cn cn cn O N la O do O N O aD O N O c c 0 0 0 Q O O ca iv 0 f�A N O O O N N O O N A O O I • N co O O O O m x rn V 0 0 N �D C. O O CO O O CO Elevations (D (n cn O V cn (n O iv O N (D cn O N .1 cn O N W O N CA U1 O cn cn cn cn cn cn cn cn cn cn cn cn O N A O) W O N A O co N O N O m x 7 O m O N (D i i O m W cn O m W cn Elevations co .� O p� O O 7 y N O O O N N O O N A O O N O O O O M O 00 cn v, cr cn cn cn cn cn cn cn _ A CF) co w w � O c D O N N N O N O Cil O y O N N A O N (D CA O Elevations cn cn cn cn cn cn cn cn N N N N N W W O OD O N A W co O N CJt O 'O O O N 0 a m x N co A j W 00 A j W 00 Elevations 0 O O y iv O (A O O (D O O N O O N W O O W O cn u, cn cn cn cn cn cn 0� O N N N N co C11 -A 0) W O co A Elevations v, cn cn cn cn co Q) co O N a) 0 N V O O to O O N O O N W O O co O N A j m k a N J � 0 m 0 N <D a 1 j Elevations O cn O 1 O CA) O c J cn O iv O 7 N v c.n O CO cn O N CA O N W O cn cn cn cn cn cn cn cn cn cn N N N N N O� co O N A 0) co O N A y O W m x N O O N 0 O. N N y O W O y O 7 N N O O O N N O O N 1� O O N d) O O N 00 O O Elevations cn cn cn cn cn cn cn cn cn O 03 O N A 0) co N A O O m x N i M O O N lD 1 A N 0 A 0 A N 0 A 0 Elevations Cri O O N O O O SU 0 N N cn O O W O O O W cn O O A N GJ 00 cn cn cn cn cn cn N N W (n O Ul O Ul O CTt Elevations 1.71 D O N O O O CA ¢7 O 7 N N O O W O O O W cn O O A N W <b cn cn vl cn cn N N W W A A cn O 1n O cn O Gn i lill 111 i / � Ct1RRELTEL1 EFF ECIIVF 100 IF- FL 000WI AIPI \ CORRECTED EFFECTIVE 500 YR FLOODPLAIN 1 /, CORRECTED EFFECTIVE 500 YR FLOODPLAIN - ORRE(TELL EFF (i11VE -I00 rR FLOOOFLAIN y A 4 Z` �� l EFFECTIVE 500 YR FLOOD PLAIN d. 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E� / ■ ■gNEOEOAO�� ■ONE ■�E,7EEEOal ■ ■ ■N ■ ■E ■E ■ ■ ■ ■ ■ ■ ■Sq ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ ■ ■■ ESN■ N■■■ ■ ■ ■H ■ ■ ■ ■��� ■ ■H� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■N ■ ■ ■ ■ ■ ■ ■N■ ■ ■E = ■E`er; I F - 9 ��;OEOEEEE�:n; ■E7EEN�� ■ ■EEO;a�■ f!■ Eel EEW4! ■E���OO ■ ■ ■E ■ ■ ■O ■ ■ ■E ■ ■ ■O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ ■EEEI ■f ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■EEO ■ ■ ■ ■O ■NOOE7 ■ice ■ ■ ■EE ■ ■E ■O ■ ■ ■EE ■ ■ ■ONEEO ■ ■ ■ ■ ■ ■E "r:■�O ■ ■ ■ ■ ■ ■ ■O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ • ■ ■ ■ ■E ■E ■SS ■■ uC i�L�EEOL'i■ ■emu r■ L' i■ L'■. a' t�■■ O�Y4■ L' �7■ E���'/ OE■■ O■■■■■ S■ E■ EOEL' ti1■■■■■■ O■ E■■ NO ■C� ■ ■O ■ ■ ■ ■ ■E ■ ■ ■ ■ ■;,1;� ■ ■���E ■ ■E ■ ■;,1N ■�O■ ■ ■ ■EEO ■ ■N ■ ■ ■ ■ ■ ■ ■ ■ ■ ■OO ■ ■E ■■ ■ ■■ • � ■■■■ ■■■ EE■■■■■ OO■■ H■ EI�III111■ If 1■■■( O■ ULil IiWLL■ OJ• 1■■■ lJ■ I■■■■ (If ■.EI tiIJ1SEl/■ ■ ■It / ■Ilf ■ ■ ■IliJt ■ ■ ■I1O11 ■ ■tJ■IJ ■ ■ ■I ■N■ 1111(■■■■■ OO■■■■■■■■ H■■■ I■■■■■■■■■ O■■ S■■■ IIE■■■■■■■ S■■■■■■ �II11111 ■ ■NOE�INN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■SS • � EO ■N ■ ■ ■ ■ ■ ■H ■ ■ ■■ ■FOE ■ OEIJIN■< ■H ■EEHOO ■EEO l ■ ■ ■ ■ ■ ■ ■wE■ / ■OIJt FEE ■ ■IJIII■E■ ■ ■ ■ ■ ■ FEE■ ■ ■E ■ EE■ ■O ■ ■ E■■■■■■■■■ ■E ■ ■EE ■ ■ ■■ l■■ FEE■■■■■■■■ O■ O■ O■■■■■■■ EE■■■■■■■■■■ O■ lJ f■■■■■ O.■ E■■■ E■■ ■NE E ■ ■ ■■JIJIit! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■SE ■ ■■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■SE ■ ■ ■FOE ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■ OOOE■ HO■■ SE■ O■ EOE000■■ E■ HE ■ ■ ■ ■ ■ ■ ■ ■EE ■ ■E ■ ■ ■ ■ ■OO ■ ■ ■ ■ ■ ■ ■ ■■ OED■■ ■ ■N ■ ■O ■ ■E ■ ■ ■ ■ ■ ■ ■N ■ ■OO ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■DOE ■ ■ ■ ■n ■ ■ ■■ ■EEO■■ E■■■■ E■■ O■■ O■ O■■■■■■ E■■■ EO■ OOOEEO■■■■■■■■■ w■ E■■■■■■■S■■■■■■■■ EO■ S■■ N■■■ OHE■■■■■■■■N E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ ■ ■ ■ ■■ ■OED ■ ■ ■■ ■OED■ ■ ■ ■EM ■ ■O ■ ■ ■ ■ ■ ■. ■EENEES ■ ■ ■ ■ ■ ■ ■E■ FEE■ E■■■■■■■■■ OE■■■■■■ EE■■■■ S■■■■■ O■ ■ ■O ■EE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■FINN ■ ■ ■ ■E ■ ■ = ■ ■ ■ ■ ■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■EE ■■■■ ■. ■.N ■ ■ ■ ■ ■ ■OOO ■ ■ ■ ■ ■ ■ ■. ■ ■ ■ ■ ■. ■ ■ ■ ■E ■ ■ ■E ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■E EON■■■■■■■■ ■ ■■ NOON OO■■■■ ■ ■ ■Y ME■ ■N ■ ■ NE■■■■■■■■■■■N■ ■ ■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ EE■■■■ ■ ■ ■ ■■ C■■■S■■■■. ■■■■■■■■■ E■■■■■■■■■■■■■■■■■■■■■ OE■■■■■■■■■■■■ O■■■■■■S/ ■ ■ ■ .......�.- ■ ■ ■ ■ ■ ■�N� =- ■ ■ ■ == i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■. ■OO ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■ ■■■ O■ E■■■■ E■■■■■■■■■■■■■■■■■ OEEEE■■■ H■■ EE■■■ E■S ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■EEO ■O ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I,O■ NO ■E ■ ■ ■ ■■ ■■■■■■■■■■ ■■■■■ E■■N S■■■■■■■ E■■■■■ OE■ EE■■■ OO■■■■■■■■■ M■■■■■■■■■■■ O■ O■■■■■ O■ O■■ ■ ■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■OO ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■S■ NOON■ /O!J ■ ■� ■ ■ ■ ■ ■ ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ EEO ■S ■ ■ ■E ■ ■ ■E ■ ■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■■N ■■ FEE ■ ■ ■w ■■ FEE■■■■■ E■■■■■■■■■■ OE■■■■■■■■■■■■E■■■ E■■■■■■■■■■■E■■■ ■ ■ /!P °mil ■ ■ ■� ■ ■E ■ ■wOO ■ ■ ■ ■ ■ ■ ■EE■ ■■ E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ES■■■■ Y■■■■■■■■■■■■■■■■■■■■■■ E■■■■■■■.■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ /!�I?�i�Gii ■ ■ ■■ NOON■ ■■■■■■■■■■■■■ • ■■ ON■ E■ EE■■■■■■■■■■■N■■■■■■■■■ NNO■■■ ■ ■ ■ ■ ■EwOS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ NEE ■ ■ ■ ■E ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ Ems'? �Gir ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E � ■■■■■■■■■■■■ E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ N ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ EON■■■■■■■■■/ �% SZSi�■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ FEES■■■■■■■ S.■■■■■■■N■■■■ O■■■■ SSOO■■ YE■■■■■■■■■■■■■■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ ■ ■ ■■ Ins :�CGO ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■S ■ ■ ■ ■ ■ ■■ OEE■■■■■■■■■■ ■DOES ■ ■ ■ ■ ■ ■ ■ ■ ■ ■. ■EO1 111111 1�!* II��JO■ E■■ OE■ OO ■ ■ ■ ■ ■NO ■ ■O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■O ■ O■■■■■ M■■■ EIG�GSi■■■■■■■■■■ E■ OE ■ ■ ■ ■O ■ ■ ■ ■O ■E ■ ■E� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ E■■■■■■■ E ■ ■ ■. ■ ■ ■ ■■iiiWiiiiiNfiiiE ■ ■ ■ ■E ■■ ■1111 ■ ■ ■■ EEO■■■■ O■■■■■■ ■wEE ■ ■wOE�O ■ ■ ■ ■ ■O ■ ■�� %s�si ■OOO■ EON■■■■■■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■NY ■ ■ ■ ■ ■ ■ ■ ■ ■E NOON ■■ EON■ EE■■■■■% OO■■■■ O■■■■■ EI���IIIJ GC ���i1C ��Il7 N■■ NO■■■■■■ Ij3�lsiuf. �s SiL• is�l' a�O■■ ■E ■O ■ ■N��s1!Ci ■ ■EE ■ ■O ■ ■NE ■ ■ ■O ■■ ■FOES ■ ■ ■ ■E■ E■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■H ■ ■ ■■ NOON ■ ■EOH ■ ■■ FEE■■S■ ■■ FEE■■■■ O■■■■■ r■■ EE■■ E■ OO■■■■■■ OO■ / ONOO/ E■■ ■N■ FOE OO■ ■EE O■■■■■ ■ ■ ■ M■■■■■■■■■ ■ ■ ■■ DON■■■■/■■ IG■■■■■ O. ■ �E■■! ■ ■ ■ ■ ■ ■ �����Gf■■■■■■■■■■■■■■■■■■■■■N■ ■ ■ / ■N-!—�'�G�f� ■ ■ ■EE ■E ■ ■OE■ FEE ■ ■ ■ ■ ■ O■■ ■ ■■ ■EEO ■ ■O ■OOO ■ ■ ■ ■�EOi� ■ ■ ■ ►.I ■ ■ ■ ■.OEEE ■MSE ■ ■ ■ ■ ■ ■. ■ ■E ■ ■ ■ ■ ■ ■■ ■ ■■ ■EE OEEEEEOE■ ■S ■E ■OE E■ ■ ■ ■ ■7Ei7 O■■ IIEIII■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■. ■E ■■ GEE■■■ ■ ■ ■11 ■. ■ ■O E■ ■ E■■■■■ ■ ■O ■ ■ ■On wN■■■■■■■ ■ ■ ■ ■ ■ ■/� E■■! � �i iil�CC= ��= ��3r iii■■■■■■■■ JCG` irOOEO■■■■■ OE■■ O■■■■■ E■ N■■ O■ NN/ EN■■.■■■■■■■■■ �i■■■■■■■■■■ ■ EE ■ ■ ■ ■■� ■ ■ ■ENIO ■N ■ ■G ■ ■O. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■O ■ ■E ■ ■ ■ ■ ■ ■. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■O ■E■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11■ ■ III ■ ■ ■ ■ ■ ■E ■ ■■ 111■■ SE.■■■■■■■ EwEE■/ �i■ �: ■Ei�i ■ ■ ■ ■ ■ ■ ■OO ■ ■ ■O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■SIG / ■ ■ ■OS ■ ■ ■ ■ ■ ■■ NOON ■ ■ ■r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ � ■S ■E ■ ■ ■ ■ ■ ■■ ■ ■ ■11■ FEN■ i■` III■■■■■■■■■ iO■■■■■ E■■■■ E■.■■■■ 11■■■■■■ OE■■■■■■■■■■■ �.■■■■/ w�1 Gi■l 9'/_ G��f7■N■■■■■■■■■■■■■■■■■■■■■■■■■■ si/ Nfii■■■■■.■ ON■S■■■■■■■■■■■■■ NNIG�E■■■■■■■■■■■■ ��%■■■■■■■■ E■ E■■■■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1■ ■ ■ ■E ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ ■■■ ■ ■ ■NNE ■ ■N E ■ NOON ■NO ■■■ ■DEN FEN■■■■.■■S ■■ EON■■.■■ EE■.!! OE■■■■■■ �: t�E! i■ tE■ �: t! iE■ �GSZiir■ e!= C. �. �== O�.■ �sf/ 97/■■ EeGf�■■■■ O■■ SE■■■ E■■■ E/■■■ O■■ E■■■ EE ■S ■E■EE■■E■N.�,■ ■ ■ ■N ■ ■E.�� ■ ■ ■■■■■ ■ ■ ■ ■ ■ ■ ■ ■. ■ ■ ■■EE■■■ ■ ■ ■ ■ ■ ■O ■E NOON ■EEO ■■ ■E■■■■ ■.NOON ■■EE■ ■S ■ ■ ■ ■E ■ES ■ ■ ■ ■EE■ ■ ■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ ■EON ■ ■ ■ ■■ ■ ■■ OOEE■ EESO■■■■.■■ �Gi■■.■! C: ��S= ii■■/ �1eCGiii■■ EE■..■ OS■■ ■ ■ ■N ■E ■ ■OOEO / ■O ■�.� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■OE NOON ■ ■ ■ ■O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■O ■ ■ ■ ■ ■ ■ ■.■ ■EEO ■ ■ ■ ■E ■ ■ ■O � NEON FEE■■■■ O■■ ���%■■ �G�=: ii■ �■ Nl CCG�i■■■■■■ ME■ NO■.■N■■ OE■■■■■ OEEO ■ ■It!!:i ■ ■ ■ ■ ■ ■O ■ ■ ■ ■ ■.O ■ ■ ■ ■ ■■ ■.EEO■ EEO ■OEEO ■ ■OO.E ■ ■ ■ ■O ■ENS ■ ■EE ■ ■ ■ ■■ ■■■■ O■ ■ ■ ■ ■ ■ ■��i� /�%ES % ■SSO ■11 ■EOOE ■ ■■ EON■ O■ w■ E■ E■■■ ��■ ���/ G\ u�1 lEN■ E■ EE■ EEEE■ ENN■ E■■■■■■■ E■■■■■■■■ EE ■ ■ ■EE ■N ■ ■ ■E ■NN ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ E■■■■■ ■ ■EE.1!EON!.E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■OFEN.E ■■ ■OED ■ ■M ■ ■ ■ ■ ■�G■ \i %�. /1N NOON ■E ■ ■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■EEENE ■E.. FEE.■ N.. NEEE .EE ■ ■ ■EE ■E ■ ■ ■ ■ ■ ■NEEE ■E ■E.NE ■E ■ S■■■■ O■■■■■ 1! I..■■ E■N■ E■■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■OE ■�- !S� ■E ■ ■ ■ ■ ■ ■ ■ ■ ■■ EEO ■ ■O ■ ■ ■ ■ ■E■ ONO ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■DOS■■ S ■ ■ ■ ■ ■S ■ ■■ ■111 ■ ■.. ■EE ■ ■ ■ ■E ■ ■ ■ ■■ EON■■■ ■�n� ■w ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■O ■ ■OE ■ ■ ■OO ■ ■■ ■ENE■■ ■O ■ ■ ■ ■■■. ■E ■■ ■EEO ■ ■ ■. ■ ■ ■■ � � ■■ENE■■E ■■ 0011 ■ ■ ■ ■ ■ ■ ■ ■O ■OE■ EON■■■ ES■■■ E■S ONOOE■■ ■ ■E ■. ■ ■ ■O ■O ■SE ■ ■OO ■ ■O ■E ■ ■OE ■OE■ ■■ENE■ ■E ■ ■ ■N ■ ■ ■ ■ ■■ ■ ■EE ■ ■■ EEEO■■ ■ ■ ■O11 ■O. ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E ■NO ■■ ■SEEN ■ ■ ■ ■ ■ ■ ■ ■O ■ ■NO ■ ■E ■ ■ ■NOOEO■ NOON ■ ■ ■O ■ ■O ■ ■ ■ ■OO ■OO ■ ■S ■ ■ ■ ■ ■ ■ ■N • ■ ■ ■ ■■ ■ ■O DOE ■ ■ ■ ■ ■ ■ ■O ■ ■O ■11■ ■ ■■ EEO ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■I ■ ■ ■ ■E ■ ■ ■ ■■ FEN ■ ■ ■ ■ ■ ■EE ■ ■ ■ ■ ■ ■ ■O ■ ■ ■ ■EE ■ ■ ■ ■ ■■ ■EEO ■ ■ ■ ■EEEE ■ ■ ■ ■ ■N. ■ ■E ■ ■ ■ ■■ �� - ��� • ■■■ O■■■■■■■ ■11 NOON Etl■■, 7■■■■■ ■ ■N ■ ■E E■■ ■E ■ ■ ■ ■ ■ ■ E■■ ■�ii�E ■��'� ■ \�IOE \il ■O ■■ EYE ■ ■ ■ ■O ■E ■ ■ ■ ■N ■EOO ■ ■ ■ ■E ■ ■ ■ ■ ■ ■■ ■ ■ EON ■ ■ ■ ■ ■O ■ ■ ■ ■ ■ ■■ ■ ■■ NOON NOON ■E ■OE ■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E ■ ■ ■E ■ ■ ■ ■O■ ■■ �� .• ��� � ■N■■■ EE■■■■ EIlr51• II■■■■■■■■ OOI/■■■■■■■ OO■ ■ ■ ■NM ■ ■ ■OO ■ ■.O ■ ■ ■ ■ ■O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■EEO ■ ■ ■O ■ ■EE ■ ■ ■ ■O ■ ■O ■ ■ ■ ■ ■.NE ■ ■■■■ ■O � •- .�� � • ■■ ■■■ ■■■■■■■rJ ■ ■II ■ ■■ EON■■■ I■■■■■■■■■ ■ ■ ■O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■nO ■ ■N ■ ■■ ■ENO ■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■ ■■ ■ ■■■■■■■■■■■■ 11■■■ 11 ■ ■ ■ ■ ■ ■ ■ ■I.�E. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■Y ■ ■■ EON■■■ O■■■■■■■■■■■■■■■ ■■■■■■ ■ ■■■■■ ■ ■ ■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■■■■■■ ■■■ NE■■■■■■ N11■ ■ ■11 ■ ■ ■ ■ ■ ■ ■��■■■ ■O ■EE ■OO ■ ■OOOw■ EON■■ S■■■■■■■■■■■ EOEO■ n ■ ■ ■OE ■ ■ ■ ■OE ■ ■O■ ■ ■EN ■ ■ ■O ■ ■ ■ ■ ■ ■ ■E � .- ��� � ■■■ NO ■ ■ ■E ■ ■OIIO ■.11 ■NO ■O/�� ■ ■ ■ ■ ■E ■■ NOON■ ■ ■S ■ ■E ■ ■ ■■ ■NEOEE ■ ■ ■ ■■■■ ■ ■■ FEE■■ NOON ■ ■ ■ ■O ■OE ■ ■ ■ ■OO ■ ■ ■E ■O ■■ ■■■■■ ■ ■ ■■■■ ■ ■NE ��/ ��I ��/ � ■O ■ ■ ■E ■O ■ ■ ■■ 111■. Ii■■ I�,/■■ E■ ■ ■SO ■ ■ ■ ■ ■ ■ ■ ■ ■ ■Ow ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ FEE ■■■■ ■E ■ ■ ■ ■■ ■1000 ■■■■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■E OO ■■ FOE■■■■■ IIN■■ l�,■ O■■■■ O■ O■■■■■■ E■■■■■ OE■S■ E■■■■■■■■■■ O■■■■■■■■■■■ EO ■ ■ ■ ■EE ■OS ■ ■ ■ ■ ■ ■S ■O ■ ■ ■ ■N ■ ■ ■E ■ ■■ DON■■■■ il■■..■■■ O■ O■■ EH■■■■■■■■■■■■■■ N ■OO ■ ■ ■ ■N ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■EEOE ■■■ ■■ ■NODE ■ ■ ■ ■ ■E ■EE ■ ■ ■■ ■ ■ ■ ■EE ■■ ■■■■■■■■■■■.■■ E.■■■■ EE■■■■ EOO■■■ ■ ■ ■ ■E ■E ■ ■ ■ ■ ■ ■ ■ ■O ■ ■O ■O ■ ■ ■ ■ ■ ■ ■ ■ ■■ EEO■■■ ■ ■ ■ ■ ■EE000 ■ ■O ■ ■O ■ ■ ■ ■ ■ ■ ■ ■OO ■ ■E ■O ■E -� . 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If lip ! 1� \ (\ ♦ V\ \ ` `/ \ \ `\�\ / ( / / / ` \ �\ \ \ \ \ \\ \ \ \ 0 25 50 75 100 ISO 200 300 j ! \ \ \ r , \ \ \\ 1 tV t t sue = : n\ ♦\ \ \ \\ \` \ \ \` \ \ \\ \ \ SCALE IN FEET _ 1 1 \ \ \ \ `) ���� _ / \\ \�� ♦\ \\ \ \� \ � �� 1 I \ ��` ` \\ \ � 1 COTTON 1 / \.\ i \ !\ V ��-` 1 \ \ \ \ 0 \� \\� �\1 ��`` \`� ♦\ \ Al BRIDGE I L OCATION � I llI(11q1I \ _,`_ -\ r- It 1 r d e�` \ i t V / , ���� �, y1 /iry� rl 1 , \ �, ♦ \ \ 0 10 c ROPb PfWqE NATION' \` \ BR " ST TESMAN VE ' I , AB � / ! ', ORI T APPROACH SL �ri , I ` / . ROACH SLAB !! / /I ! / BRIDGE 63.33' 1 ! / / i / / - •520 � � - -�_ � � / / i ' / \) I (f �! � \ � l � �\ 1 � / � ` J I I / i / / // / / � t\ I — � _ -_��_ ._ _- - -_-_ _ ' � r / ff i�'��/, `\ \CND � \ / // � �` —. - -- 520 —� / rd �,/'r /%! \\ < \\ � , 532.50 Low CHORD 528 100 YR WSEL= 30 63.33' 63.33' I 1 I FL= 515.00 ' 122' 190' PROPOSED BRIDGE EXHIBIT REGENT BOULEVARD EXTENSION ROLOGIS DEVELOPMENT SERVICES INCORPORAI CITY OF IRVING, TEXAS Halff Associates OO®es . MM.MI�CR . f�rtsts . RrMtRt . fllllr[TgQ iiLil MNII MR lORL MOI[S R[ M4 _ r R b Llp I /I I I I i I I 1 I 1 1 I 1 O x X �1 3 wr �kR i I I 1 k ^ Sa v _ I I 1 W I o x I» I 1 x 1 n l l I Y 1 I 1 L A / I 0 C^ �h C , C 0 U m L 4i Z O r W p �F m tD C� w > Om Z J H LLJ ZZ O O =► ' O U' y- 2 U 0 7,O L Q O_ 0 mL Z — >- LL3 J d u WO N w k W H tj y R U) b Llp I /I I I I i I I 1 I 1 1 I 1 O x X �1 3 wr �kR i I I 1 k ^ Sa v _ I I 1 W I o x I» I 1 x 1 n l l I Y 1 I 1 L A / I 0 C^ �h C , C 0 U m L 4i Z O r W p �F m tD C� w > Om Z J H LLJ ZZ O O =► ' O U' y- 2 U 0 7,O L Q O_ 0 mL Z — >- LL3 J d u WO N w k W H w L R U) D 0 O cL Q w w w cc Z > i 2 Q Q p Z O LL = W CL (n O OC CL O Q a ■E■ S OEM ■E■ � 1 b Llp I /I I I I i I I 1 I 1 1 I 1 O x X �1 3 wr �kR i I I 1 k ^ Sa v _ I I 1 W I o x I» I 1 x 1 n l l I Y 1 I 1 L A / I 0 C^ �h C , C 0 U m L 4i ro 4 Af g�. 0 t= V) a 9 Y Z U cr a U H 1 X VV Y d o c � S '3 Z O r W p �F N N N O tD C� U N Om J H LLJ ZZ O O =► ' O U' 2 U 0 7,O L J Q U mL N >- LL3 g o V r d ro 4 Af g�. 0 t= V) a 9 Y Z U cr a U H 1 X VV Y d o c � S '3 REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS Appendix B FIS Duplicate Effective Multi - Profile HEC -2 Model FREEPORT.DAT 1 . ........... ..................•............ ....•... .............•..........•...... '• HEC -2 HATER SURFACE PROFILES • • U.S. ARMY CORPS OF ENGINEERS • • HYDROLOGIC ENGINEERING CENTER • Version 9.6.3; May 7991 • 609 SECOND STREET, SUITE D • ' • DAVIS, CALIFORNIA 95616 -4687 • ............. RUN DATE 1BJUL00 TIME ............................... 11:07:05 ........ ................. (916) 756 -1109 X X xxx xxxx xxxxx xx7m .............. 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 xxxxxx 1 18JUL00 11:07:05 PAGE I. ...• .. ............................... THIS RUN EXECUTED 18JULOO 11:07:05 HEC -2 RATER SURFACE PROFILES Version 4.6.2; May 1991 T1 GRAPEVINE CREEK, COPPELL&IRVING, DALLAS COUNTY,TX PIS 10 YEAR DISCHARGE T2 CORRECTED EFFECTIVE FLOOD INSURANCE STUDY NO ENCROACHMENTS T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q NEEL FQ 2 492.50 J2 NPROP IPL.OT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 QT 6 6700 9400 10500 13400 11300 10500 NC .065 .070 .045 .1 .3 ..._NOTE:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH PIS ..... STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 X1 27620 32 1926 1992 50 50 50 1.6 OR 509.5 loo 506.7 1100 503.0 1200 498.8 1300 497.0 1400 OR 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 OR 991.6 1713 492.2 1731 492.0 1746 493.3 1800 993.0 1900 OR 493.2 1926 476.6 1955 474.6 1960 473.9 1965 474.4 1970 OR 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 OR 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 OR 506.8 2600 508.4 2700 NC .065 .065 .045 .1 .3 PROFILE SECTION T - SURVEY SECTION 19 X1 30130 20 2180 2222 1600 2000 2510 -0.1 OR 512.8 1500 513.0 1600 512.1 1700 5100 1800 506.3 1900 OR 501.8 2000 500.8 2066 495.7 2100 492..4 2180 484.5 2200 GR 483.8 2207 489.8 2212 502.0 2222 504.4 2300 507.1 2400 OR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 NC .3 .5 X1 30189 42 2138 2263 59 59 59 OR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 OR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 OR 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 OR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 OR 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 2248 OR 500.2 2249 507.2 2260 510.4 2263 513.4 2293 513.7 2400 1 18JUL00 11:07:05 PAGE 2 OR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 OR 515.4 3000 515.6 3100 PROFILE SECTION U - SURVEY SECTION 20 ST-LOUIS-SOUTHWESTERN R.R. xi 30190 58 2138 2263 1 1 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 OR 517.3 1000 5169 1100 516.5 1200 516.2 1300 515.8 1400 OR 515.3 1500 515..0 1600 514.6 1700 514.2 1800 513.7 1900 OR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 OR 510.4 2153 510.4 2154 502.' 2154 494.1 2166 510.4 2166 OR 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 2180 OR 510.4 2181 491.5 21'1 487.2 2194 510.4 2194 510.4 2195 OR 987.2 2395 486.8 2207 510.9 2207 510.4 2208 486.8 2208 OR 987.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 OR 510.4 2234 510.4 2235 494.5 2235 500.2 2248 510.4 2248 GR 510.4 2249 500.2 2249 507.2 2260 510.4 3263 513.4 2263 OR 513.7 2400 514.0 2500 514.4 2600 514.5 2700 514.7 2800 OR 515.1 2900 515.4 3000 515.6 3100 X1 30200 30 30 30 X2 1 X1 30201 42 2138 2263 1 1 1 OR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 OR 515.3 1500 515.0 3600 519.6 1700 SU .2 1800 517.7 1900 OR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 OR 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 GR 491.5 2181 481.2 2194 487.2 2195 486.8 2207 486.8 2208 OR 487.1 2221 487.1 2222 494.5 3234 494.5 2235 500.2 2248 OR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 OR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 OR 515.4 3000 515.6 3100 NC 1 .3 xi 30250 20 2180 2222 49 49 49 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GR 501.8 2000 SOO.B 2066 495.7 3100 492.4 2180 984.5 2200 GR 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2400 OR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 xi 31310 19 1863 1920 750 500 1060 -0,4 OR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 OR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 OR 488.2 3869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 OR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. xi 31480 33 1795 1915 170 170 170 ST 2 1795 509.1 506.1 1915 509.1 506.1 GR 517.3 1000 516.7 1100 515.3 3200 512.9 1300 510.3 1400 GR 508.5 1500 SOB .1 1600 508.4 1700 509.1 1795 504.5 1797 GR 495.2 1816 493.1 1826 506.1 3826 506.1 1829 997.3 1829.1 GR 488.7 1845 9BB.0 1849 491.1 3884 506.1 1884 506.1 1887 GR 491.1 1887 494.6 1889 505.6 1913 505.9 1915 509.1 1915 1 ISJUL00 11:07:05 PAGE 3 GR 511.1 2000 513.1 2100 514.9 2200 516.1 2300 516.6 2400 GR 517.3 2500 517.1 2600 516.8 2700 X1 31500 20 20 20 X2 I X1 31550 19 1863 1920 50 50 50 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GR 488.2 1869 488.7 1876 509.6 1920 511.4 2000 513.2 2700 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC .065 .06 .045 .1 .3 HALFF ASSOC. SURV. SECN. AA XI 31750 10 1000 1268 180 220 200 GR 509.6 1000 492.74 1071 492.34 1150 490.54 1158 490.74 3173 GR 489.94 1189 488.64 1192 489.34 1196 493.04 1203 513.06 1268 HALFF ASSOC. SURV. SECN. BB X1 32740 13 1000 1293.5 990 990 990 OR 511.47 1000 495.57 1067 493.77 1089 493.57 1106 995.77 1117 OR 493.27 1128 497.07 1132 493.17 1137 499.37 1157 493.67 1203 GR 510.37 1272.5 511.17 1286.5 512.67 1293.5 HAL" ASSOC. SURV. SECN. CC X1 34045 19 1000 1351 1305 1305 1305 GR 518.5 1000 499.9 1069 499.3 1081 498.3 1093 499.3 1101 GR 499.3 1128 497.6 1142 993.1 1162 496.1 1182 499.5 1197 GR 499.6 1201 497.7 1216 495 1226 497.8 1237 498.9 1244 GR 498.9 1268 512.93 1310 513.73 1324 516.53 1351 HAL" ASSOC. SURV. SECN. DO X1 34330 16 1000 1334 285 285 285 GR 518.23 1000 502.47 1065 499.17 1092 498.67 1097 498.87 1117 GR 499.47 1123 500.57 1133 499.17 1176 498.07 1187 499.17 1194 GR 500.37 1202 502.27 1225 502.57 1271 514.63 1313 515.53 1326 GR 517.83 1334 HALPF ASSOC. SURV. SECN. BE X1 34870 10 1000 1332 540 540 540 GR 519.25 1000 501.96 1066 502.36 1144 501.76 1148 501.26 1158 GR 501.76 1166 502.76 1175 502.06 1262 518.85 3316 520.25 1332 HALFF ASSOC. SURV. SECN. FF MOVED 120' D.S. TO FACE FREEPORT PKWY X1 35450 13 1002 1302 580 580 500 BT 2 1000 521.5 515.8 1302 520.3 514.1 GR 521.5 1000 515.8 1000 514.2 1002 512.1 1029 505.6 1049 GR 503.1 1075 500.9 1150 505.3 1225 504.8 1249 512.1 1271 GR 512.8 1300 514.1 1302 520.3 1302 1 18JUL00 11:07:05 PAGE 4 HALPF ASSOC. SURV. SECN. FF U.S. FACE FREE PORT PKWY X1 35570 120 120 120 X2 1 OT 6 7300 10000 11200 14200 17000 X1 35770 14 1000 1316 200 200 200 0.8 GR 520.11 1000 505.81 1057 504.01 3063 501.71 1093 499.07 1100 GR 502.11 1108 504.71 1114 504.31 1159 503.71 1168 503.61 1174 GR 503.43 3189 504.71 1209 507.01 1258 522.01 1316 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NATURAL CHANNEL)- - --APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL X1 35970 10 1000 1264.9 200 200 200 CI 1131 503.2 .040 3 3 -180 CI 1131 501.2 .040 4 4 20 GR 519.03 1000 530.31 1073 509.13 1096.4 509.51 1116.4 499.41 1131.4 GR 505.01 1144.4 507.51 1158.9 508.11 1186.9 520.41 1257.9 521.21 1264.9 NC 3 .5 36070 -36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. •A• (1- 29 -85) RAF EXTENDED FROM TOPO X1 36070 14 1128 1204 130 60 100 cI 1166 503.42 .040 3 3 -120 CI 1166 501.42 .040 4 9 20 GR 520.5 1000 SI8.1 1078 514.: 1096 512.9 1113 512.7 112: GR 505.6 1142 501 1168 504.7 1193 513.8 1204 514.3 1228 GR 516.3 1258 516.6 1264 520 1300 522 1450 HALPF ASSOC. SURV. SECN. •B" (1- 29 -85) RAF X1 36360 9 1125 1162 290 290 290 CI 1145 504 .035 3 3 -120 CI 1745 502 .035 4 4 20 GR 522 1000 517.9 1093 513.4 1125 504.4 1135 501.4 1145 GR 504.4 1159 511.7 1162 514.5 1196 517.6 1245 NC .05 .050 .015 BEGIN CONCRETE LINING XI 38220 8 1056 1107 40 40 40 .4 CI -1 504 .015 .01 .01 -100 CI O3 GR 522.4 1000 514 1056 504.1 1065 502 1082 504.1 1098 OR 514.54 1107 516.7 1207 520 1250 BOTTOM OF 6.5' DROP STRUCTURE X1 38232 12 12 12 CI -1 504 .015 .O1 .O1 1 18JUL00 11:07:05 PAGE 5 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5' DROP STRUCTURE, END CONCRETE X1 38235 3 3 3 CI -1 510.5 .015 .01 .O1 X3 1021.5 525 1141.5 525 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. X1 38255 20 20 20 CI -1 510.5 .035 3 3 -90 X3 1006.5 525 1156.5 525 APPROXIMATE CITY LIMITS OF COPPELL X1 38315 8 2670 2860 60 60 6D CI -1 510.5 .035 30 30 -45 OR 525.8 2630 515 2670 519 2740 510.5 2752 510.5 2772 OR 514 2784 515 2860 524.7 2890 NC .015 .015 .045 .1 .3 DS FACE M BOUND I.H.635 ('n' Vai0ee, Channel stations and encroachments have been Corrected through 635 by A.H.N.) X1 38380 15 2670 2860 65 65 65 .4 CI O1 X3 30 2630 529.2 28 90 529.2 OR 559.4 0 548.5 300 531.5 1400 525.8 2630 515 2670 OR 514 2740 511 2752 511 2772 514 2784 515 2860 OR 524.7 2890 521.2 3800 521.2 4200 526 5400 534.3 5500 SB 1.05 1.2 -2.5 105 4 3920 7.5 511 511 U.S. FACE W. BOUND 1H 635 X1 38920 90 90 90 .1 X2 1 528.7 532.8 X3 30 2630 529.2 2890 529.2 BT 6 559.5 300 556.5 1400 539.5 BT 3800 529.2 4200 529.2 5500 534.3 VALLEY SECT BTWN I.N. 635 BRIDGES X1 38500 BO 80 BO .3 X3 2630 529.2 2890 529.2 NC .015 .015 .045 DS FACE E. BOUND I.H.635 X1 38580 BO 80 80 .4 X3 10 2630 529.2 2890 529.2 SB 1.05 1.2 -2.5 105 4 3920 7.5 512.2 512.2 US FACE E. BOUND I.N.635 X1 38620 40 40 40 .1 X2 1 528.7 532.8 X3 30 2630 529.2 2890 529.2 BT 6 559.5 300 556.5 1400 BT 3800 529.2 4200 529.2 5500 534.3 1 IS JUL00 11:07:05 PAGE 6 NC .065 .060 .045 50' U.S. E. BOUND I.N.635 X1 38670 50 50 50 .1 X3 2630 529.2 2890 529.2 NC .065 .060 .045 ET 8.1 8.1 8.1 8.1 2388 2849 NDM %SECTION - BEGIN BERM X1 38850 28 2566 2598 12 180 250 OR 529 1000 528 1420 527 1850 526 2080 525 2240 OR 524 2340 523 2380 522 2410 521 2455 520 2490 GR 519 2532 518 2548 517 2557 516 2566 515 2572 OR 512 2580 511.8 2583 512 2586 515 2595 516 2598 OR 517 2620 518 2640 519 2665 520 2715 521 2775 OR 521 2795 525 2820 529 2850 ET 8'1 8.1 8.1 8.1 740 2800 PROFILE SECTION Z - SURVEY SECTION 25 X1 39720 28 1713 1726 13 570 800 OR 526.5 300 526.5 40D 526.5 700 5265 800 526.5 900 OR 526.5 1000 526.3 1100 526.2 1200 525..9 1300 525.7 1400 GR 535.7 1500 519.5 1600 519.3 1700 519.0 1713 517.1 1715 GR 517.0 1723 518.8 1726 521.9 1800 522.9 1900 522.5 2000 OR 524.4 2100 526.0 2200 526.4 2300 526.7 2400 526.9 2500 OR 527.3 2600 528.0 2700 528.6 2800 OT 6 5100 7000 7900 9900 6200 7900 ET 8.1 8.1 8.1 8.1 1650 3443 END OF A.H.H. CHANNEL IMPROVEMENT DATA X1 41180 16 2536 2552 1300 1600 1460 OR 532 430 527.5 1000 528.2 1740 525 2264 523 2420 OR 521.2 2536 519.4 2542 519.4 2546 521.2 2552 522 2612 OR 525 2754 526 2759 528 2781 529 2944 530 3096 OR 530 3444 ET 8.1 8.1 8.1 8.1 1070 4399 100' DS RADIO RD X1 41950 29 1791 1810 770 770 770 0.1 OR 540.0 0 539.0 100 538.0 200 537.0 300 536.0 400 OR 529.5 1000 529.4 1100 529.9 1200 528.6 1300 529.4 3400 OR 529.4 1500 529.7 1600 527.9 3700 52 4. 5 1713 522.0 1791 OR 521.7 1197 520.7 1800 521.7 1808 522.5 1810 525.8 1900 OR 528.2 2000 529.7 2100 529.8 2200 53 0. 2 2300 530.4 2400 OR 530.6 2500 530.8 2600 540.0 3700 55 0. 0 4400 NC 3 5 ET 8.1 8.1 8.1 B.1 1087 4499 RADIO DS PACE R RD, PROFILE SECTION AA - SURVEY SECTION 26 X1 42050 36 1764 1842 100 100 100 X3 10 529.5 529.3 OR 540.0 0 538.0 200 536.0 4D0 534.0 600 532.0 B00 GR 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 OR 529.8 1500 529.6 1600 529.7 1700 529.7 1763.99 527.1 1764 1 18JUL00 11:07:05 PAGE 7 OR 520.1 1777 520.1 1782 520.0 1785 520.1 1803 520.1 1821 OR 520.6 1824 520.6 1829 527.0 1842 529.8 1842.01 529.5 1900 OR 529.3 2000 529.9 2100 530.7 2200 531.1 2300 531.2 2400 OR 531.5 250D 531.8 2600 532.1 2700 532.5 2800 54D.0 3800 OR 550.8 4500 SS 1.05 1.56 3.0 45 9.0 430 2 521 521 US PACE RADIO RD SECT •26 X1 42090 40 40 40 X2 1 528.6 529.1 X3 10 529.7 529.5 BT -36 0 540 200 538 400 536 BT 600 534 800 532 1000 530.2 BT 1100 530.1 1200 530.3 1300 530.1 BT 1400 530 1500 529.8 1600 529.6 BT 1700 529.7 1763.99 529.7 1764 529.7 BT 1781 529.7 1786 529.7 1789 529.7 BT 1803 529.7 1825 529.7 1828 529.7 BT 1813 529.7 1842 529.7 1842.01 529.7 BT 1900 529.5 2000 529.3 2100 529.9 BT 2200 53 0. 7 2300 531.1 2400 531.2 BT 2500 53 1. 5 2600 531.8 2700 532.1 BT 2800 532.5 3800 540.0 4500 550.0 PROFILE SECTION BB - SURVEY SECTION 27 X7 42170 28 1791 1810 80 BO 80 OR 540 0 539.0 100 538.0 200 537.0 300 536.0 400 GR 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 1400 GR 529.4 1500 529.7 1600 527.9 1700 529.5 1713 522.0 1791 GR 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 GR 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2500 OR 530.6 2500 530.8 2600 540.0 3800 NC .1 .3 X1 44200 32 1740 1786 1800 1300 2030 OR 550.0 600 548.0 650 546.0 700 599.0 750 542.0 800 GR 535.9 1000 535.2 1100 534.3 1200 539.1 1300 533.8 1400 GR 533.2 1500 530.8 1600 528.8 1644 527.7 1700 526.8 1740 GR 524.9 1757 525.4 1768 531.9 1786 531.9 1800 532.2 1900 GR 532.3 2000 532.6 2100 532.5 2200 532.0 2300 532.2 2400 GR 531.8 2500 532.3 2600 532.5 2700 532.9 2800 533.3 2900 OR 533.5 3000 550.0 3500 QT 6 5100 7000 7900 9900 7500 7900 X7 45820 26 2160 2187 1400 1000 1620 OR 541.7 1000 540.7 1100 539.6 1200 538.8 1300 538.6 1400 GR 538.2 1500 538.8 1548 538.7 1562 537.8 1600 537.7 1700 GR 538.2 1800 537.8 1900 538.2 2000 538.4 2000 533.4 2094 GR 5330 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 OR 537..2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 OR 540.0 2800 3 18JULOD 11:07:05 PAGE 8 XI 47450 26 2349 2369 1250 1350 1630 OR 545.7 1000 544.9 1100 544.3 1200 543.6 1300 542.8 1400 GR 542.5 1500 542.1 1600 541.7 1700 541.1 1800 541.0 1900 OR 590.8 2000 547.2 2100 541.6 2166 591.6 2162 591.4 2200 GR 5f 0:3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 GR 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 2700 OR 544.6 2800 X1 47540 35 1511 1591 10 200 90 a.5 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 OR 591.7 550 591.1 650 541.0 750 540.8 850 541.2 950 GR 591.3 1100 591.3 1200 541.2 1300 541.7 1900 541.7 1500 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 .3 GR 534.5 1542 539.9 1544 535.3 1565 536.9 1584 538.4 1591 GR 591.7 1591 541.4 1600 541.6 3700 541.9 1800 591.5 1900 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 XI 47640 l 41 1511 1591 100 100 100 BT 2 1511 541.8 540.4 1591 541.7 5404 GR 544.3 50 543.6 150 542.8 250 542..5 350 542.1 450 OR 541.7 550 541.I 650 541.0 750 540.8 850 541.2 950 GR 541.3 1100 541.3 1200 541.2 1300 54 1. 7 1400 54 1. 7 1500 OR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GR 540.9 1535 540.4 1537 534.0 1537 534.5 1542 534.9 1544 GR 535.3 1565 540.4 1565 540.4 1567 53 5. 3 1567 536.4 1584 GR 538.4 1591 541.7 1591 541.4 1600 541.6 1700 541.4 1800 OR 541.5 1900 543.0 2000 542.8 2012 542.4 2100 544.0 2200 GR 545.7 2300 X1 47670 30 30 30 X2 1 X1 47720 35 1511 1591 50 50 50 .3 OR 599.3 50 543.6 150 542.8 250 592.5 350 592.1 450 GR 591.7 550 541.1 650 591.0 750 590.8 850 591.2 950 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GR 514.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 1591 GR 541.7 1591 541.4 1600 541.6 1700 541.4 7800 541.5 1900 GR 543.0 2000 542.8 2012 542.4 210D 544.0 2200 545.7 2300 X1 48350 25 2130 2100 600 300 630 OR 549.5 1000 546.9 1100 546.8 1200 545.7 1300 544.9 1400 GR 544.1 1500 544.5 1600 544.1 1700 549.2 3800 544.0 1900 GR 543.9 2000 544.2 2100 543.4 2130 537.9 2154 535.4 2200 GR 537.7 2257 539.1 2300 539.6 2400 539.6 2423 543.2 2451 OR 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 2900 1 ISJUL00 11:07:05 PAGE 9 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL OLOSS L -BANK ELEV Q QLDB QCH OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIDBR ITRIAL IDC ICONT CORAR TOPWID ENDST -PROF 1 0 CCHV- .100 CEHV- .300 •SECNO 27620.000 3265 DIVIDED PLOW •••••NOTE:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH PIS ..... STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 17.00 492 .5 0 .00 492.50 493.78 1.28 .00 .00 494.80 6700.0 201.6 6440.3 58.1 1 47. 4 695.1 27.1 .0 .0 489.00 .00 1.37 9.27 2.15 .065 .045 .070 .000 975.50 1520.83 .003833 50. 50. 50. 0 0 0 .00 232.51 2007.37 CCHV- .100 CEHV. .300 •SECNO 30130.000 3301 NV CHANGED MORE THAN HVINS PROFILE SECTION T - SURVEY SECTION 19 30130. 000 16.97 500.67 .00 .00 501.40 .73 7.56 .06 492.30 6700.0 2503.1 4196.9 .0 623.2 519.2 .0 49.8 8.3 501.90 .10 4.02 B. OB .00 .065 .045 .000 .000 483.70 2066.21 .002794 1600. 2510. 2000. 2 0 0 .00 155.08 2221.28 CCHV. .300 CEHV- .500 •SECNO 30189.000 30189.000 13.94 5 00.74 .00 .00 501.68 .95 .18 .11 513.30 6700.0 .0 6700.0 .0 .0 858.5 .0 51.1 8.9 510.90 .30 .00 7.80 .00 .000 .045 .000 .000 486.80 2155.92 .003192 59. 59. 59. 2 0 0 .00 93.92 2249.84 -SECNO 30190.000 3265 DIVIDED FLAW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .51 I 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIME WSELK EG HV HL OLOSS L -BANK ELEV 0 QIAB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EL4IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1CONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD- 2 MIN ELTED. 513.30 MAX ELLC- 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. 30190.000 13.85 500.65 .00 .00 501.78 1.12 .01 .09 513.30 6700.0 .0 6700.0 .0 .0 787.5 .0 51.1 8.4 513.40 .10 .00 8.51 .00 .000 .045 .000 .000 486.80 2156.05 .012076 1. 1. 1. 2 0 0 .00 86.66 2299.71 •SECNO 30200.000 3265 DIVIDED FLAW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC. 510.40 30200.000 14.02 500.82 .00 .00 501.91 1.08 .12 .01 513.30 6700.0 .0 6700.0 .0 .0 802.5 .0 51.3 8.5 513.40 .10 .00 8.35 .00 .000 .045 .000 .000 486.80 2155.79 .011551 10. 10. 10. 2 0 0 .00 87.20 2249.98 •SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.01 30201.000 14.30 501.10 .00 .00 501.97 .87 .01 .06 513.30 6700.0 .0 6700.0 .0 .0 893.1 .0 51.3 8.5 513.40 .30 .00 7.50 .00 .000 .045 .000 .000 486.80 2155.36 .002898 1. 1. 1. 2 0 0 .00 95.05 2250.42 CCHV- .100 CEHV- .300 •SECNO 30250.000 30250.000 17.75 501.55 .00 .00 502.12 .57 .12 .03 492.40 6700.0 2694.2 4005.8 .0 730.8 551.6 .0 52.6 8.6 502.00 .30 3.69 7.2 .00 .065 .045 .000 .000 483.80 2016.50 .002129 49. 49. 49. 2 0 0 .00 205.24 2221.74 -SECNO 31310.000 31310.000 15.84 503.64 .00 .00 504.14 .49 2.00 .01 990.70 6700.0 3602.2 7097.8 .0 830.3 452.9 .0 78.2 12.4 509.20 .15 4.34 6.89 .00 .065 .045 .000 .000 487.80 1714.93 .002259 750. 1060. 500. 2 0 0 .00 193.59 1908.52 I 18JUL00 11:07:05 S ECHO DEPTH CWSEL CRIWS WSELK SO HV HL OLOSS L -BANK ELEV Q QLOB QCH GROB AIDE ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECNO 31480.000 3265 DIVIDED FLAW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 15.99 503.99 .00 .00 504.60 .61 .43 .03 509.10 67D0.0 .0 6700.0 .0 .0 1070.0 .0 82.8 13.0 509.10 .16 .00 6.26 .00 .000 .. .045 .000 .000 488.00 1798.04 .002846 170. 170. 170. 2 0 0 .00 105.44 1909.49 •SECNO 31500.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 509.10 MAX ELLC- 506.10 31500.000 16.06 504.06 .00 .00 509.66 .60 .06 .00 509.10 6700.0 .0 6700.0 .0 .0 1076.0 .0 83.3 13.0 509.10 .16 .00 6.23 .00 .000 .095 .000 .000 488.00 1197.92 .002804 20. 20. 20. 1 0 0 .00 105.68 1909.62 •SECNO 31550.000 31550. 000 16.14 504.34 .00 .00 504.79 .45 .12 .02 491.10 6700.0 3639.8 3060.2 .0 875.3 466.6 .0 84.7 13.2 509.60 .16 4.16 6.56 .00 .065 .045 .000 .000 488.20 1708.16 .002033 50. 50. 50. 2 0 0 .00 200.98 1909.14 CCHV- .100 CEHV- .300 •SECNO 31750.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.33 HALFF ASSOC. SURV. SECN. AA 31750.000 16.19 504.83 .00 .00 504.97 .14 .14 .03 509.60 6700.0 .0 6700.0 .0 .0 2260.5 .0 92.8 14.1 513.06 .18 .00 2.96 .00 .000 .045 .000 .000 488.64 1020.11 .000373 180. 2D0. 220. 0 0 0 .00 221.15 1241.26 1 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELX EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME V140B VCH VROB XHL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDS? •SECNO 32740.000 HALFF ASSOC. SURV. SECN. BB 32740.000 12.19 505.26 .00 .00 505.43 .17 .45 .01 511.47 6700.0 .0 6700.0 .0 .0 1996.8 .0 141.1 19.2 512.67 .26 .00 3.36 .00 .000 .045 .000 .000 493.07 1026.19 .000572 990. 990. 990. 2 0 0 .00 225.02 1251.21 •SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 13.05 506.15 .00 .00 506.36 .21 .92 .01 518.50 6700.0 .0 6700.0 .0 .0 1808.7 .0 198.1 26.2 516.53 .36 .00 3.70 .00 .000 .045 .000 .000 493.10 1045.82 .000891 1305. 1305. 1305. 2 0 0 .00 243.88 1289.70 •SECNO 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .58 HALFF ASSOC. SURV. SECN. DD 34330.000 8.34 506.41 .00 .00 506.83 .42 .41 .06 518.23 6700.0 .0 6700.0 .0 .0 1280.8 .0 208.3 27.8 517.83 .37 .00 5.23 .00 .000 .045 .000 .000 498.07 1098.76 .002650 285. 285. 285. 2 0 0 .00 235.60 1284.36 •SECNO 34870.000 HALFF ASSOC. SURV. SECN. EE 34870.000 6.65 507.91 .00 .00 508.36 .45 1.52 .01 519.25 PACE 10 PAGE 11 PAGE 12 6700.0 .0 6700.0 .0 .0 1237.9 .0 223.9 30.7 520.25 .40 .00 5.41 .00 .000 .045 .000 .000 501.26 1043.31 .003002 540. 540. 540. 2 0 0 .00 237.49 1280.80 - SECNO 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFF ASSOC. SURV. SECN. FF MOVED 120' D.S. 777 FACE FREEPORT PKWY 35450.000 8.56 509.46 .00 .00 509.85 .39 1.48 .01 514.20 6700.0 .0 6700.0 .0 .0 1330.7 .0 241.0 31.6 520.30 .43 .00 5.03 .00 .000 .045 .000 .000 500.90 1037.13 .002206 580. 580. 580. 2 0 0 .00 225.92 1263.04 1 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q GLOB QCH QROB ALOB ACW AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECNO 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN EL7RD- 520.30 MAX ELLC- 514.10 KALPF ASSOC. SURV. SECH. FF U.S. FACE FREEPORT PKWY 35570.000 8.84 509.74 .00 .00 510.10 .36 .25 .00 514.20 6700.0 .0 6700.0 .0 .0 1395.3 .0 244.7 34.4 520.30 .44 .00 4.80 .00 .000 .045 .000 .000 500.90 1036.25 .001904 120. 120. 120. 2 0 0 .00 227.65 1263.90 - SECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .61 35770.000 10.28 510.09 .00 .00 510.88 .78 .65 .13 520.91 7300.0 .0 7300.0 .0 .0 1027.0 .0 250 -3 35.5 522.81 .45 .00 7.11 .00 .000 .045 .000 .000 499.81 1043.12 .006172 200. 200. 200. 2 0 0 .00 223.70 1266.82 - SECNO 35970.000 CHIMP CLSTA- 1131.00 CELCH- 503.20 BW- 180.00 STCHL- 1000.00 STCHR- 1264.90 CHIMP CLSTA- 1131.00 CELCH- 501.20 BW. 20.00 STCHL- 1000.00 STCHR- 1264.90 EXCAVATION DATA AEX- 1557.1SQ -FT VEXR- .OK -N -YD VEXT- .OK -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.45 HALFF ASSOC. SURV. SECN. GG ITRANSITION BACK TO NATURAL CHANNEL)- - --APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL 35970.000 9.83 511.03 .00 .00 511.34 .30 .41 .05 516.87 7300.0 .0 7300.0 .0 .0 1650.1 .0 256.4 36.5 517.83 .46 .00 4.42 .00 .000 .040 .000 .000 501.20 1017.50 .001025 200. 200. 200. 2 0 0 .00 227.00 1244.50 CCHV. .300 CEHV- .500 - SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH- 503.42 BW- 120.00 STCHL- 1060.33 STCHR- 1266.15 CHIMP CLSTA- 1166.00 CELCH- 501.42 BW- 20.00 STCHL. 1060.33 STCHR- 1266.15 1 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCK QROB ALOB ACH ARDS 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 EXCAVATION DATA AEX- 1101.75Q -FT VEXR- 4.9K -N -YD VEXT. 4.9K -CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .66 36070 -36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. "A' (1- 29-85) BAF EXTENDED FROM TOPO 36070.000 9.60 511.02 .00 .00 511.65 .64 .15 .17 518.64 730D.0 .0 7300.0 .0 .0 1140.7 .0 259.6 36.9 516.80 .47 .00 6.40 .00 .000 .040 .000 .000 501.42 1083.21 .002318 130. 100. 60. 2 0 0 .00 165.58 1248.79 - SECNO 36360.000 CHIMP CLSTA- 1145.00 CELCH- 504.00 BW- 120.00 STCRL- 1036.40 STCHR- 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 RW- 20.00 STCHL. 1036.40 STCHR- 1245.00 EXCAVATION DATA AEX- 1532.7SQ -FT VEXR- 14.IK -CU -YD VEXT- 19.1K -CV -YD HALFF ASSOC. SURV. SECN. -B- (1- 29 -85) BAF 36360.000 9.60 511.60 .00 .00 512.24 .64 .58 .00 520.20 7300.0 .0 7300.0 .0 .0 1141.4 .0 267.2 38.0 517.33 .48 .00 6.40 .00 .000 .035 .000 .000 502.00 1062.20 .001771 290. 290. 290. 2 0 0 .00 165.60 1227.80 - SECNO 38220.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.45Q -FT VEXR- 1.6K. CV -YD VEXT- 20.7K -CU-YD 3301 KV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 7.16 511.16 .00 .00 512.77 1.61 .05 .49 518.10 7300.0 .0 7300.0 .0 .0 717.6 .0 268.1 38.2 515.47 .48 .00 10.17 .00 .000 .015 .000 .000 504.00 1031.43 .000911 40. 40. 40. 2 0 0 .00 100.14 1131.57 1 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANX ELEV Q QLOB QCH QROB ALOB ACK AROB VOL TWA R -BANK ELEV TIME VI.OB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPHID ENDST - SECNO 38232.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX. 658.4SQ -FT VEXR. .3K -CU -YD VEXT- 21.OK -CU-YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 7.18 511.18 .00 .00 512.78 1.60 .01 .00 518.10 7300.0 .0 7300.0 .0 .0 718.6 .0 268.3 38.2 515.47 .48 .00 10.16 .00 .000 .015 .000 .000 504.00 1031.43 .000907 12. 12. 12. 0 0 0 .00 100.14 1131.57 - SECNO 38235.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 100.00 STCHL. 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX- 7.1SQ -FT VEXR- .OK -CU -YD VEXT- 21.OK -CU -YD 3301 HV CHANGED MORE THAN NVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 ELENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FL0W TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 5.49 515.99 515.99 .00 518.73 2.74 .00 .57 518.09 7300.0 .0 7296.9 3.1 .0 549.5 4.1 268.3 38.2 515.47 .48 .00 13.28 .74 .000 .015 .050 .000 510.50 1031.45 .002116 3. 3. 3. 20 15 0 .00 110.05 1141.50 - SECNO 38255.000 PAGE 13 PAGE 14 PAGE 15 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW= 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA EGPRS EGLWC H3 QWEIR QLOW SAREA TRAPEZOID ELLC AEX- 111.OSQ -FT VEXR- -OK-CU-YD WEIRLN VEXT- 21.1K-CU-YD AREA 3301 HV CHANGED MORE THAN HVINS .00 521.05 .07 0. 7300. 3920. 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 1 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 is 00 11:07:05 US FACE E. BOUND I.H.635 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH GROB ALD ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE= 1 TARGET= 150.000 40. ELENCL- 525.00 ELENCR- 525.00 0 0 .00 216.40 2872.01 ' SECNO 38670.000 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FL40W HALFF ASSOC. SURV, SECN. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET= 38255.000 7.71 518.21 516.04 .00 519.28 1.07 .05 .50 525.00 7300.0 .0 7208.9 91.3 .0 863.5 34.0 268.7 38.3 515.70 .48 .00 8.35 2.68 .000 .035 .050 .000 510.50 1013.35 .003123 20. 20. 20. 23 5 0 .00 143.15 1156.50 - SECNO 38315.000 31.8 1000.3 26.6 278.3 40.3 516.40 CHIMP CLSTA- 2765.00 CELCH- 510.50 BW- 45.00 STCHL- 2630.00 STCHR- 2890.00 EXCAVATION DATA .060 .000 512.40 2654.65 .005132 50. 50. 50. AEX- 259.2SQ -FT VEXR= AK-CU-YD 0 VEXT= 21.5K-CU-YD 218.16 2872.82 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMITS OF COPPELL 3301 HV CHANGED MORE THAN HVINS 38315.000 8.53 519.03 .00 .00 519.58 .55 .15 .16 521.75 7300.0 .0 7300.0 .0 .0 1226.5 .0 270.1 38.5 520.75 .48 .00 5.95 .00 .000 .035 .000 .000 510.50 2655.06 .001980 60. 60. 60. 3 0 0 .00 217.76 2872.83 CGHV- .100 CEHV= .300 ' SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .53 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET= 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE W BOUND I.H.635 )•n• values, channel stations and encroachments have been Corrected through 635 by A.H.H.) 38380.000 7.54 518.94 .00 .00 519.94 1.00 .22 .13 515.40 7300.0 274.6 6798.3 227.1 23.2 885.8 19.4 271.7 38.8 515.40 .48 11.83 7.67 11.71 .015 .045 .015 .000 511.40 2656.89 .006972 65. 65. 65. 2 0 0 .00 214.07 2870.95 1 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ADDS ACH AROB VOL TWA R -BANK ELEV TIME VU3B VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 - SECNO 38420.000 CLASS A LOW FLOW 3420 BRIDGE N.S.- 518.91 BRIDGE VELOCITY- 5.76 CALCULATED CHANNEL AREA- 1267. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 520.03 .09 0. 7300. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 U.S. FACE W. BOUND IH 635 38420.000 7.53 519.03 .00 .00 520.03 1.01 .09 .00 515.50 7300.0 273.0 6801.3 225.7 23.0 882.8 19.2 212.6 39.0 515.50 .49 11.86 7.70 11.75 .015 .045 .015 .000 511.50 2656.94 .007058 40. 40. 40. 0 0 D .00 213.96 2870.90 'SECNO 38500.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR. 529.20 VALLEY SECT BTWN I.H. 635 BRIDGES 38500.000 7.87 519.67 .00 .00 520.54 .87 .49 .01 515.80 7300.0 307.9 6737.4 254.6 27.7 948.5 23.2 274.3 39.4 515.80 .49 11.10 7.10 10.99 .015 .045 .015 .000 511.80 2655.66 .005452 80. 80. 80. 2 0 0 .00 216.31 2871.97 ' SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE E. BOUND I.H.635 38580.000 7.92 520.12 .00 .00 520.97 .85 .43 .00 516.20 7300.0 312.6 6728.9 258.5 28.4 957.3 23.7 276.2 39.8 516.20 .49 11.00 7.03 10.89 .D15 .045 .015 .000 512.20 2655.49 .005272 80. 80. 80. 2 0 0 .00 216.62 2872.12 1 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLGB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 -SECNO 38620.000 CLASS A LOW FLOW 3420 BRIDGE W.S.= 520.OB BRIDGE VELOCITY- 5.78 CALCULATED CHANNEL AREA- 1262. EGPRS EGLWC H3 QWEIR QLOW SAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 521.05 .07 0. 7300. 3920. 3708, 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 US FACE E. BOUND I.H.635 38620.000 7.88 520.18 .00 .OD 521.05 .86 .08 .00 516.30 7300.0 309.2 6735.0 255.7 27.9 951.0 23.3 277.1 40.0 516.30 .49 11.07 7.08 10.96 .015 1045 .015 .000 512.30 2655.61 .005401 40. 40. 40. 0 0 0 .00 216.40 2872.01 ' SECNO 38670.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET= 260.000 ELENCL= 529.20 ELENCR- 529.20 50' U.S. E. BOUND I.H.635 38670.000 8.14 520.54 .00 .00 521.32 .78 .26 .01 516.40 730D.0 82.7 7143.3 74.1 31.8 1000.3 26.6 278.3 40.3 516.40 .50 2.60 7.14 2.79 .065 .045 .060 .000 512.40 2654.65 .005132 50. 50. 50. 2 0 0 .00 218.16 2872.82 ' SECNO 38850.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY PAGE 16 PAGE 17 PAGE 18 3720 CRITICAL. DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 2388.0 2849.0 TYPE- 1 TARGET- 461.000 1 ISJUL00 11:07:05 PAGE 19 NCM %SECTION - BEGIN BERM 38650.000 9.97 521.77 521.77 .00 523.18 1.42 1.50 .19 516.00 7300.0 1341.4 3327.6 2631.0 290.7 256.1 489.2 283.0 41.4 516.00 .50 4.61 12.99 5.38 .065 .045 .060 .000 511.80 2920.55 .010193 12. 250. 180. 3 11 0 .00 379.24 2799.79 - SECNO 39720.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.96 3470 ENCROACHMENT STATIONS- 740.0 2800.0 TYPE- 3 TARGET. 2060.000 PROFILE SECTION Z - SURVEY SECTION 25 39720.000 8.25 525.25 .00 .00 525.45 .20 2.14 .12 519.00 7300.0 3382.8 644.7 3472.5 931.0 102.1 1198.9 297.5 45.9 518.110 .54 3.42 6.32 2.90 .065 .045 .060 .000 517.00 1507.25 .002653 13. 800. 570. 3 0 0 .00 645.91 2153.16 . SECNO 41180.000 3470 ENCROACHMENT STATI DNS- 1650.0 3443.0 TYPE- 1 TARGET- 1793.000 END OF A.H.N. CHANNEL IMPROVEMENT DATA 41180.000 8.22 527.62 .00 .00 527.68 .06 2.22 .01 523.20 5100.0 2681.3 439.5 1979.2 1767.5 120.7 971.4 381.4 71.9 521.20 .75 1.52 3.64 2.04 .065 .045 .060 .000 519.40 1834.87 .000857 1300. 1460. 1600. 5 0 0 .00 941.96 2776.83 - SECNO 41950.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .45 3470 ENCROACHMENT STATIONS- 1070.0 4399.0 TYPE- 1 TARGET. 3329.000 100' DS RADIO RD 41950.000 7.85 528.65 .00 .00 529.05 .40 1.26 .10 522.10 5100.0 1975.3 1054.7 2069.9 455.6 133.9 555.0 416.8 83.4 522.60 .80 4.34 7.87 3.73 .065 .045 .060 .000 520.80 3663.93 .004320 770. 770. 770. 2 0 0 .00 359.40 2023.31 CCHV. .300 CEHV- .500 - SECNO 42050.000 1 18JULOO 11:07:05 PAGE 20 SECNO DEPTH CWSEL CHINS WSELK EG HV HL ODOSS L -BANK ELEV 0 Q1.OB QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XL.OBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST 3301 NV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 1087.0 4499.0 TYPE. 1 TARGET. 3412.000 3495 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLFA. 529.50 ELREA. 529.30 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 8.72 528.72 .00 .00 529.93 1.22 .411 .41 527.10 5100.0 .0 5100.0 .0 .0 576.3 .0 418.7 83.9 527.00 .80 .00 8.85 .00 .000 .045 .000 .000 520.00 1764.00 .005272 100. 100. 100. 2 0 0 .00 78.00 1842.00 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 526.58 , NOT 528.72 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) SB XK XKOR COPQ RDLEN BWC BHP BARER SS ELCHU ELCHO 1.05 1.56 3.00 .00 45.00 4.00 430.00 2.00 521.00 521.00 - SECNO 42090.000 PRESSURE AND WEIR FLAW, Weir Suk- exgence Based m TRAPEZOIDAL Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRIR AREA 532.12 530.74 .00 1526. 3579. 430. 427. 528.60 529.30 1184. 3495 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLEA- 529.70 ELREA. 529.50 US FACE RADIO RD SECT N26 42090.000 9.37 529.37 .00 .00 530.40 1.03 .46 .00 527.10 5100.0 .0 5100.0 .0 .0 627.1 .0 419.3 84.0 527.00 .80 .00 8.13 .00 .000 .045 .000 .000 520.00 1764.00 .003979 40. 40. 40. 4 0 4 .00 78.00 1842.00 - SECNO 42170.000 I 18JUL00 11:07:05 PAGE 21 SECNO DEPTH CWSEL CHINS WSELK EG HV HL OIASS L -BANK ELEV Q QI.OB QCH QROB ALAB ACH ARCH VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLABR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.46 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 10.04 530.74 .00 .00 530.79 .01 .13 .29 522.00 5100.0 2261.2 645.1 2193.7 1771.4 175.5 1911.3 423.0 85.6 522.50 .81 1.28 3.68 1.55 .065 .045 .060 .000 52070 885.62 .000656 80. 80. 80. 3 0 0 .00 1683..96 2569.58 CCHV- .100 CEHV. .300 - SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .40 44200.000 7.91 532.81 .00 .00 533.20 .38 2.30 .10 526.8D 5100.0 2572.0 1907.0 620.9 693.4 277.3 539.3 513.5 136.6 531.90 .92 3.71 6.88 1.15 .065 .045 .060 .00D 524.90 1516.44 .004100 1800. 2030. 1300. 2 0 0 .00 1259.93 2776.37 - SECNO 45820 -000 3265 DIVIDED FLOW 45820.000 6.64 538.44 .00 .00 538.69 .25 5.48 .01 533.00 5100.0 2318.7 1119.9 1661.5 BOB.B 164.8 627.7 559.3 168.2 533.30 1.02 2.87 6.80 2.65 .065 .045 .060 .000 533.80 1939.97 .003876 1400. 1620. 3000. 3 0 0 .00 1091.74 2585.47 - SECNO 47450.000 47450.000 10.39 542.49 .00 .00 542.70 .20 4.00 .00 535.80 5100.0 2561.0 1096.7 1442.3 1280.9 172.1 492.0 612.9 200.5 535.40 1.14 2.00 6.37 2.93 .065 .045 .060 .000 532.30 1501.53 .002302 1250. 1630. 1350. 4 0 0 .00 1097.80 2599.32 - SECNO 47540.000 7185 MINIMUM SPECIFIC ENERGY 1 18JUL00 11:07:05 PAGE 22 SE DEPTH CMSEL CHINS WSELK EC; NV HL GLASS L -BANK ELEV Q QLAB QCH QROB ALAB ACH AROB VOL TWA R -RANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XI.OBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 3720 CRITICAL DEPTH ASSUMED 47590.000 11.23 542.43 542.43 .00 543.13 .70 .25 .15 542.30 5100.0 801.2 4162.8 136.0 651.1 560.6 144.1 615.4 202.2 542.20 1.14 1.23 7.43 - .94 .065 .045 .060 .000 531.20 492.13 .004389 10. 90. 200. 4 14 0 .00 1436.63 1928.76 • SECNO 47640.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATI0 - 1.85 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 541.70 MAX ELLC. 540.40 47640.000 12.69 543.39 .00 .00 543.42 .03 .22 .07 541.80 5100.0 3070.3 1056.5 973.2 2383.9 547.0 801.8 621.2 206.1 541.70 1.16 1.29 1.93 1.21 .065 .045 .060 .000 530.70 177.73 .001282 100. 100. 100. 2 0 0 - 108.00 1983.40 2161.13 - SECNO 47670.000 3370 NORMAL, BRIDGE, NRD- 2 MIN ELTRD- 541.70 MAX ELLC- 540.40 47670.000 12.72 543.42 .00 .00 543.45 .03 .04 .00 541.80 5100.0 3082.7 1031.3 986.0 2446.3 550.7 828.5 623.8 207.4 541.70 1.17 1.26 1.87 1.19 .065 .045 .060 .000 530.70 171.90 .001194 30. 30. 30. 2 0 0 - 108.00 1992.15 2164.05 • SECNO 47720.000 47720.000 12.42 543.42 .00 .00 543.53 .11 .05 .02 542.10 5100.0 2037.5 2453.1 609.4 2042.8 655.6 656.2 627.9 209.7 542.00 1.17 1.00 3.74 .93 .065 .D45 .060 .000 53100 230.11 .000904 50. 50. 50. 2 0 0 .00 1934..83 2144.94 - SECNO 48350.000 1 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG IN HL OIOSS L -BANX ELEV Q QLOB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XIABL XL.CIi XIOBR ITRIAL IDC ICOMT CORM TOPWID ENDST 3265 DIVIDED FLAW 48350.000 8.52 543.92 .00 .00 544.08 .16 .53 .01 543.40 5100.0 1.5 3799.5 1299.1 5.3 1070.1 640.8 659.0 223.3 539.10 1.22 .28 3.55 2.03 .065 .045 .060 .000 535.40 1981.44 .001000 600. 630. 300. 2 0 0 .00 404.31 2490.12 1 18JUL00 11:07:05 T1 GRAPEVINE CREEK, COPPELL. DALLAS COUNTY, TEXAS T2 50 YEAR T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 3 494.68 J2 NPROF IPLOT PRFVS XSECV XSECH FN AL DC IBM CHNIM ITRACE 2 0 -1 1 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIOSS L -BANK ELEV Q QLAB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN E124IN SSTA SLOPE XLOBL ZILCH XLOBR ITRIAL IDC ICONT CORM TOPWID ENDST -PROF 2 0 CCHV- .100 CEHV- .300 - SECNO 27620.000 3265 DIVIDED FLOW • . 'NOTE :SB CARD WEIR COEFF. CHG•D. TO -2.5 TO MATCH FIS " "' STARTING WSEL FROM KIMLEY HORN FIS UPDATE MAY 1990 27620.000 19.18 494.68 .DO 494.68 495.72 1.04 .00 .00 494.80 9400.0 1668.8 7546.2 185.0 724.9 834.4 70.9 .0 .0 989.00 .00 2.30 9.04 2.61 .065 .045 .070 .000 475.50 1437.15 .003098 50. 50. 50. 0 0 0 .00 481.38 2016.81 CCMV- .100 CEHV- .300 - SECNO 30130.000 PROFILE SECTION T - SURVEY SECTION 19 30130.000 18.34 502.04 .00 .00 502.98 .94 7.25 .01 492.30 9400.0 3979.8 5420.1 .1 835.8 576.2 .3 70.9 14.4 501.90 .OB 9.76 9.41 .22 .065 .045 .065 .000 483.70 1992.49 .003413 1600. 2510. 2000. 2 0 0 .00 233.99 2226.48 CCHV- .300 CEHV- .500 - SE CNO 30189.000 30189.000 15.22 502.02 .00 .00 503.44 1.42 .22 .24 513.30 9400.0 .0 9400.0 .0 .0 981.6 .0 72.6 14.6 510.40 .09 .00 9.58 .00 .000 .045 .000 .000 486.80 2153.99 .004272 59. 59. 59. 2 0 0 .00 97.87 2251.86 'S ECHO 30190.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .49 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 1 18JUL00 11:07:05 PROFILE SECTION U - SURVEY SECTION 20 ST.IOUIS- SOUTHWESTERN R.R. 30190.000 15.09 501.89 .00 .00 503.59 1.71 .01 .14 513.30 9400.0 .0 9400.0 .0 .0 896.8 .0 72.6 14.6 513.40 .09 .00 10.48 .00 .000 .045 .000 .000 486.80 2154.17 .017989 1. 1. 1. 2 0 0 .00 90.48 2251.65 ' SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 30200.000 15.38 50218 ' .00 .00 503.79 1.61 .17 .03 513.30 9900.0 .0 9400.0 .0 .0 923.9 .0 72.8 14.6 513.40 .09 .00 10.17 .00 .000 .045 .000 .000 486.80 2154.00 .016288 30. 10. 30. 2 0 0 .00 91.12 2252.12 ' SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.14 30201.000 15.84 502.64 .00 .00 503.90 1.26 .11 .30 513.30 9400.0 .0 9400.0 .0 .0 1043.4 .0 72.8 14.6 513.40 .09 .00 9.01 .00 .000 .045 .000 .000 486.80 2153.66 .003569 1. 1. 1. 2 0 0 .00 99.19 2252.85 CCHV- .100 CEHV- .300 - SECNO 30250.000 3301 HV CHANGED MORE THAN HVINS 30250.000' 19.67 503.47 .00 .00 504.10 .63 .13 .06 492.40 9400.0 4380.9 4988.8 30.3 1105.9 632.3 35.2 74.4 14.9 502.00 .09 3.96 7.89 .86 .065 .045 .065 .ODO 483.80 1962.83 .002122 49. 49. 49. 2 0 0 .00 307.09 2269.87 -SE CN0 31310.000 31310.000 17.76 505.56 .00 .00 506.05 .50 1.94 .01 490.70 9400.0 5471.0 3929.0 .0 1306.2 543.7 .0 109.7 21.0 509.20 .13 4.19 7.23 .00 .065 .045 .000 .ODO 487.80 1530.27 .002212 750. 1060. 500. 2 0 0 .00 382.20 1912.47 I 18 JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLASS L -BANK ELEV Q QIAB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XML XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XL.CH XLOBR ITRIAL IDC ICONT CORM TOPWID ENDST ' SECND 31480.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELI.C- 506.10 PAGE 23 PAGE 24 PAGE 25 PAGE 26 PAGE 27 PRO PILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 17.78 505.78 .00 .00 506.63 .86 .47 .11 509.10 9400.0 .0 9400.0 .0 .0 1263.5 .0 115.7 22.0 509.10 .14 -00 7.44 .00 .000 .045 .000 .000 488.00 1796.45 .003620 170. 170. 170. 2 0 0 .00 111.72 1914.17 - SECNO 31500.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 3 MIN ELTRD- 509.10 MAX ELLC- 506.10 31500.000 17.86 505.86 -00 .00 506.71 -85 .07 .00 509.10 9400.0 .0 9400.0 -0 .0 1273.1 .0 116.3 22.0 509.10 .14 .00 7.38 .00 .000 .045 -000 .000 488.00 1796.41 .003557 20. 20. 20. 2 0 0 .00 112.33 1914.74 - SECNO 31550.000 31550.000 18.27 506.47 -00 .00 506.88 .41 .12 .04 491.10 9400.0 5606.7 3793.3 .0 1484.3 569 -4 .0 1 18.2 22.3 509.60 .14 3.78 6.66 .00 .065 .045 .000 -000 488.20 1501.79 .001819 50. 50. 50. 2 0 0 .00 411.79 1913.53 CCHHV. .100 CEHV- .300 - SECNO 31750.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.06 HAI" ASSOC. SURV. SECN. AA 31750.000 18.22 506.86 .00 .00 507.05 .18 .15 .02 509.60 9400.0 .0 9400.0 -0 .0 2727.1 .0 128.9 23.7 513.06 .16 .00 3.45 .00 .000 .045 .000 .000 488.64 1011.53 .000430 180. 200. 220. 2 0 0 .00 236.37 1247.88 1 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS NEELK EG HV HL OLDS S L -BANK ELEV Q OLDS QCH OR OB 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 32740.000 HALFF ASSOC, SURV. SECN. BB 32740.000 14.27 507.34 .00 .00 507.56 .22 .50 .01 511.47 9400.0 .0 9400.0 .0 .0 2483.7 .0 188.1 29.2 512.67 .23 .00 3.78 .00 .000 .045 .000 .000 493.07 1017.91 .000602 990. 990. 990. 2 0 0 .00 242.47 1259.88 ' SECNO 34045.000 HALFF ASSOC- SURV. SECN. CC 34045.000 15.13 508.23 .00 .00 508.48 .25 .91 .01 518.50 9400.0 .0 9400.0 .0 .0 2329.6 .0 260.2 36.7 516.53 .32 -00 4.04 .00 .000 .045 .000 .000 493.10 1038.12 .000813 1305. 1305. 1305. 2 0 0 .00 257.80 1295.92 -SECN0 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .65 HALFF ASSOC. SURV. SECN. DD 34330.000 10.37 508.44 .DO .00 SOB.B7 .44 .34 .06 518.23 9400.0 -0 9400.0 .0 .0 1773.9 .0 273.6 38.3 517.83 .34 .00 5.30 -00 .000 .045 .000 .000 498.07 1040.41 .001923 285. 285. 285. 1 0 0 .00 251.00 1291.41 - SECNO 34870.000 HALF P ASSOC, SURV. SECN. EE 34870.000 8.30 509.56 .00 .00 510.07 .51 1.17 .02 519.25 9400.0 .0 9400.0 .0 .0 1639.9 .0 294.8 41.4 520.25 .36 .00 5.73 .00 .000 .045 .000 .000 501.26 1037.00 .002471 540. 540. 540. 2 0 0 .00 249.12 3286.11 -SE_ 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALPF ASSOC. SURV. SECN. FP MOVED 120' D.S- TO FACE FREEPORT PKWY 35450.000 10.02 510.92 .00 .00 511.41 .49 1.34 .00 514.20 9400.0 .0 9400.0 .0 .0 1666.2 .0 316.8 44.6 520.30 .39 .00 5.64 .00 .000 .045 .000 .000 500.90 1032.64 .002166 580. 580. 580. 2 0 0 .00 234.79 1267.43 1 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIME WSELK m HV HD. GLOSS L -BANK ELEV Q QLOB QCH QROB ALO AC14 ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ]TRIAL IDC ICONT CORAR TOPWID ENDST -SECN0 35570.000 3370 NORMAL BRIDGE, MR D- 2 MIN ELTRD- 520.30 MAX ELLC- 514 -10 HALFF ASSOC. SURV. SECN. PF U.S. FACE FREEPORT PKWY 35570.000 10.30 511.20 .00 .00 511.66 .46 .24 .00 51920 9400.0 .0 9400.0 .0 .0 1731.7 .0 321.5 45.3 520. .30 .40 .00 5.43 .00 .000 .045 .000 .000 500.90 1031.79 .001923 120. 120. 120. 0 0 0 .00 236.48 1268.27 - SECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 35770.000 11.71 511.52 .00 .00 512.37 .85 .59 .12 52091 10000.0 -0 10000.0 .0 .0 1354.6 .0 328.5 46.4 522..81 .40 .00 7.38 -00 .000 .045 .000 .000 499.81 1037.43 .004919 200. 200. 200. 2 0 0 .00 234.91 1272.34 - SE CNO 35970.000 CHIMP CLSTA- 1131.00 CELCH- 503.20 BN- 180.00 STCHL- 1000.00 STCHR- 1264.90 CHIMP CLSTA- 1131.00 CELCH. 501.20 BW. 20.00 STCHL- 1000.00 STCHR- 1264.90 EXCAVATION DATA AEX- 1557 : 1SQ -FT VEXR- .OK -CU -YD VEXT. .OK'CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.10 HALF F ASSOC- SURV. SEAN. GG (TRANSITION BACK TO NATURAL CHANNEL)- - --APPROX. NEAR DI.D COE STA. 37550. BEGIN IMPROVED CHANNEL 35970.000 11.22 512.42 .00 .DO 512.82 .40 .41 .04 51687 10000.0 .0 10000.0 .0 .0 1970.8 -0 336.2 47.5 517..83 .92 .00 5.07 .00 .000 .040 .000 .000 501.20 1013.39 .001118 200. 200. 200. 2 0 0 -00 235.33 1248.66 CCNV- .300 CEHV- .500 - SECNO 36070.000 CHIMP CLSTA. 1166.00 CELCH- 503.42 BW- 120.00 STCHL- 1060.33 STCHR- 1266 -15 CHIMP CLSTA- 1166.00 CELCH- 501.42 BW. 20.00 STCHL- 1060.33 STCHR- 1266.15 1 18 00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH OROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XI.OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOFWID ENDST EXCAVATION DATA AEX- 1101.7SQ -FT VEXR- 4.9K -CU -YD VEXT- 4.9K -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 36070.36140 MOVED 70' D.S. WURF ASSOC. SURV. SECN. 'A' (1- 29 -85) SAP EXTENDED FROM T'OPO 36070.000 10.95 512.37 .00 .00 513.20 .83 .16 .21 538.64 10000.0 .0 10000.0 .0 .0 1370.2 -0 340.0 97.9 516.80 .42 .00 7.30 .00 .000 .040 .000 .000 501.42 1079.15 PAGE 28 PAGE 29 PAGE 30 k .002522 130. 100. 60. 2 0 0 .00 173.70 1252.85 - SECNO 36360.000 CHIMP CLSTA- 1145.00 CELCH- 504 BW. 120.00 STCHL. 1036.90 STCHR. 1245.00 CHIMP CLSTA- 1145.00 CELCH = 502.00 BW. 20.00 STCHL. 1036.40 STCHR- 1245.00 EXCAVATION DATA AEX- 1532.7SQ -FT VEXR- 14.1K -CU -YD VEXT. 19.1K -CU -YD HALFF ASSOC. SURV. SECN. •B- (1- 29 -85) BAF 36360.000 11.01 513.01 .00 .00 513.83 .82 .63 .00 520.20 10000.0 .0 10000.0 .0 .0 1379.8 .0 349.2 49.1 517.33 .43 .00 7.25 .00 .000 .035 .000 .000 502.00 1057.99 .001891 290. 290. 290. 2 0 0 .00 174.03 1232.01 - SECNO 38220.000 CHIMP CLSTA- 1081.50 CELCH. 504.00 BW- 100.00 STCHL- 1031.36 STCHR. 1131.61 EXCAVATION DATA AEX. 658.4SQ -FT VEXR- I.GK -CU -YD VEXT- 20.7K -CU-YD 3303 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 8.37 512.37 .00 .00 514.58 2.21 .06 .70 518.10 10000.0 .0 30000.0 .0 .0 837.7 .0 350.2 49.2 515.47 .43 .00 11.94 .00 .000 .015 .000 .000 504.00 1031.42 .001049 40. 40. 40. 3 0 0 .00 100.17 1131.58 1 18JULOO 11:07:05 PAGE 31 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OIASS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VIAB VCH VROB XNL XNCH XNR WTN E1MIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST . SECNO 38232.000 CHIMP CLSTA. 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR- .3K -CU -YD VEXT. 21.OK -CU -YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 8.39 512.39 .00 .00 514.60 2.20 .01 .00 518.10 10000.0 .0 10000.0 .0 .0 839.5 .D 350.4 49.2 515.47 .43 .00 11.91 .00 .000 .015 .000 .000 504.00 1031.92 .001042 12. 12. 12. D 0 0 .00 100.17 1131.58 - SECNO 38235.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW. 100.00 STCHL- 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX- 7.1SQ -PT VEXR. .OK -CU -YD VEXT. 21.OK -CU-YD 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 1021.5 1141.5 TYPE= 1 TARGET. 120.000 ELENCL- 525.00 ELENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 6.77 517.27 517.27 .00 520.62 3.35 .00 .58 518.09 10000.0 .0 9971.2 28.8 .0 677.4 16.8 350.5 49.2 515.47 .93 .00 14.72 1.71 .000 .015 .050 .000 510.50 1031.43 .001997 3. 3. 3. 20 15 0 .00 110.07 1141.50 - SECNO 38255.000 CHIMP C1STA- 1081.50 CELCH. 510.50 BW= 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA AEX- 111.0SQ -FT VEXR- .OK -CU -YD VEXT- 21.1K -CU-YD 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 1 18.7UL00 11:07:05 PAGE 32 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIASS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN E1MIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE. 1 TARGET. 150.000 ELENCL- 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLAW HALFF ASSOC. SURV. SECN. 38255.000 9.66 520.16 517.20 .00 521.33 1.17 .05 .66 525.00 10000.0 .0 9790.6 209.4 .0 1119.9 62.1 350.9 49.3 515.70 .43 .00 8.74 3.37 .000 .035 .050 .000 510.50 1007.51 .002574 20. 20. 20. 24 5 0 .00 148.99 1156.50 - SECND 38315.000 CHIMP CLSTA- 2765.00 CELCH- 510.50 BW- 45.00 STCHL- 2630.00 STCHR- 2890.00 EXCAVATION DATA AEX= 259.2SQ -FT VEXR- .4K -CU-YD VEXT. 21.5K -CU -YD 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMITS OF COPPELL 38315.000 10.61 521.11 .00 .00 521.63 .53 .12 .19 521.75 10000.0 .0 10000.0 .0 .0 1716.1 .0 352.9 49.6 520.75 .44 .00 5.83 .00 .000 .035 .000 510.50 2636.45 _.000 .001488 60. 60. 60. 3 0 0 .00 253.55 2890.00 CCHV. .300 CEHV- .300 - SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .66 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE. 1 TARGET. 260.000 ELENCL- 529.20 ELENCR= 529.20 DS FACE W BOUND I.H.635 ('n' Values, channel stations and encroachments have been rted through 635 by A.X.H.) 38380.000 90 521.00 .00 .00 521.88 .89 .14 .11 515.40 10000.0 655.7 8802.1 542.2 58.0 1276.5 48.4 355.2 49.9 515.40 .44 11.30 6.90 11.19 .015 .045 .015 .000 511.40 2649 -21 .003457 65. 65. 65. 2 0 0 .00 228.04 2877.31 1 18.7UL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELKV PAGE 33 Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VIAB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 - SECNO 38420.000 CLASS A LOW FLAW 3420 BRIDGE W.S.- 520.97 BRIDGE VELOCITY. 5.71 CALCULATED CHANNEL AREA- 1752. EGPRS EGIMC H3 QWEIR QIAW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 521.95 .06 0. 10000. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 U.S. FACE W. BOUND IH 635 38420.000 9.55 521.05 .00 .00 521.95 .90 .07 .00 515.50 a 3 10000.0 649.6 8813.2 537.2 57.1 1267.8 47.7 356.5 50.1 51550 .44 11.38 6.95 11.27 .015 .045 .015 .000 511.50 2649.. 44 .007546 90. 40. 90. 0 0 0 .00 227.73 2877.17 • SECNO 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= 1 TARGET- 260.000 EDEN, 529.20 ELENCR- 529.20 VALLEY SECT BTWN I.H. 635 BRIDGES 38500.000 9.53 521.33 .00 .00 522.24 .90 .29 .00 515.80 10000.0 697.0 8818.0 535.0 56.7 1264.0 47.3 359.0 50.6 515.80 .44 11.42 6.98 11.31 .015 .045 .015 .000 511.80 2649.51 .003586 80. 80. 80. 0 0 0 .00 227.59 2877.11 • SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET= 260.000 5 ELENCL- 529.20 ELENCR- 529.20 DS FACE E. BOUND I.H.635 3B580.000 9.41 521.61 .00 .00 522.54 .94 .30 .01 516.20 -- 10000.0 631.1 8847.D 521.9 54.2 1241.3 45.3 361.5 51.0 516.20 .45 11.64 7.13 11.52 .015 .045 .015 .000 512.20 2649.96 .003834 80. 80. 80. 1 0 0 .00 226.78 2876.74 1 18JULOO 11:07:05 PAGE 34 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L- BANK ELEV - Q QLOB QCH OR ALOB ACH AROB VOL TWA R -BANK ELEV .. TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL X10H XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLF24 BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 • SECNO 38620.000 CLASS A LOW FLOW 3420 BRIDGE N.S.= 521.57 BRIDGE VELOCITY= 6.23 CALCULATED CHANNEL AREA- 1605. EGPRS EGLWC H3 QWEIR QLOW DARPA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 522.62 .06 0. 10000. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELEHCR- 529.20 US FACE E. BOUND I.H.635 38620.000 9.37 521.67 .00 .00 522.62 .95 .0B .00 516.30 10000.0 625.6 8857.1 517.3 53.4 1233.3 44.6 362.7 51.2 516.30 .45 11.71 7.18 11.60 -015 .045 .015 .000 512.30 2650.11 - .003926 40. 40. 40. 0 0 0 .00 226.50 2876.61 • SECNO 38670.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 50' U.S. E. 13 D I.H.635 38670.000 9.55 521.95 .00 .00 522.83 .88 .21 .O1 516.40 10000.0 164.7 9687.7 147.6 57.0 1267.5 47.6 364.3 51.4 516.40 .45 2.89 7.64 3.10 .065 .045 .060 .000 512.40 2649.45 .004288 50. 50. 50. 2 0 0 .00 227.72 2877.16 - SECNO 38850.000 3470 ENCROACHMENT STATIONS- 2388.0 2849.0 TYPE= I TARGET- 461.D00 NDM XSECT I ON - BEGIN BERM 38850.000 11.12 522.92 .00 521.77 524.10 1.17 1.18 .09 516.00 10000.0 2256.7 3679.2 4064.1 482.0 293.1 726.6 370.4 52.6 516.00 .46 4.68 12.55 5.59 .065 .045 .060 .000 511.80 2388.00 .007948 12. 250. 180. 3 0 0 .00 419.01 2807.01 1 18 00 11 -07:05 PAGE 35 - SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIOSS L -BANK ELEV Q QLOB QCH OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRI AL IDC ICONT CORAR TOPWID ENDST 39720.000 ; SECN0 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.65 3470 ENCROACHMENT STATIONS- 740.0 2800.0 TYPE= 1 TARGET= 2060.000 PROFILE SECTION Z - SURVEY SECTION 25 39720.000 8.96 525.96 .00 525.25 526.19 .24 2.00 .09 519.00 10000.0 4172.9 760.2 5046.9 1121.0 111.2 1515.4 389.0 57.5 518.80 .49 3.72 7.02 3.33 .065 .045 .060 .000 51700 1281.65 .002917 13. 800. 570. 2 0 0 .00 915..54 2197.19 41180.000 ; SECN0 3470 ENCROACHMENT STATIONS- 1650.0 3943.0 TYPE- 1 TARGET- 1793.000 END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.000 9.04 528.44 .00 527 -62 528.51 .07 2.30 .02 521.20 7000.0 3894.8 518.3 2586.9 2422.8 133.9 1175.8 495.4 91.9 521.20 .69 1.61 1.87 2.20 .065 .045 .060 .000 519.40 1650.00 .000844 1300. 1460. 1600. 4 0 0 .00 1203.67 2853.67 •SECN0 41950.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .44 3470 ENCROACHMENT STATIONS- 1070.0 4399.0 TYPE= 1 TARGET- 3329.000 100' DS RADIO RD - 41950.000 8.65 529.45 .00 528.65 529.87 .42 1.26 .11 522.10 7000.0 2674.0 1277.5 3048.6 645.3 149.1 746.9 542.1 108.2 522.60 .73 4.14 8.57 4.08 .065 .045 .060 .000 520.80 1206.32 .004430 770. 770. 770. 3 0 0 .00 649.50 2076.63 7 is 00 11:07:05 PAGE 36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q ODOR QCH QRO8 AIOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XL CH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV- .300 CEHV- .500 `SECN0 42050.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1087.0 4499.0 TYPE= 1 TAR GET- 3412.000 3495 OVERHANK AREA ASSUMED NON - EFFECTIVE, ELLEA- 529.50 ELREA- 529.30 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 9.24 529.29 .00 528.72 531.29 2.00 .58 .79 527.10 7000.0 0 7000.0 .0 .0 616.4 .0 544.5 109.0 527.00 .73 .00 11.36 .00 .000 .045 .000 .000 520.00 1764.00 .007937 100. 100. 100. 2 0 0 .00 70.00 1842.00 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 527.80 NO ? 529.24 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF IOW FLOW CONTROLS) SB X XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.56 3.00 .00 45.00 4.00 430.00 2.00 521.00 521.00 SECNO 42090.000 ; 6870 D.S. ENERGY OF 531.24 IS HIGHER THAN COMPUTED ENERGY OF 530.83 PRESSURE AND WEIR FLOW, Weir Submergence Based on TRAPEZOIDAL Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 535.66 533.18 00 3526. 3486. 430. 427. 528.60 529.30 1304. 3495 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLEA- 529.70 ELREA- 529.50 US FACE RADIO RD SECT 026 42090.000 9.24 529.24 .00 529.37 531.24 2.00 .00 .00 527.10 7000.0 .0 7000.0 .0 .D 616.7 .0 545.1 109.1 527.00 .74 .00 11.35 -00 .000 .045 .000 .000 520.00 1764.00 .007925 40. 40. 40. 4 0 5 .00 78.00 1842.00 1 18JULDO 11:07:05 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 VROS XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XL CH XUJBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 42170.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 4.30 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 11-19 531.89 .00 530.74 531.92 .04 .09 .59 522.00 7000.0 3292.4 634.2 3073.5 2871.3 197.3 2394.1 550.7 113.0 522.50 .75 1.15 3.21 1.28 .065 .045 .060 .000 520.70 779.68 .000429 80. 80. 80. 3 0 0 .00 1962.07 2741.76 CCHV- .100 CEHV- .300 ' SECNO 49200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .32 44200.000 8.40 533.30 .00 532.81 533.66 .36 1.64 10 526.80 7000.0 3122.2 2163.8 1714.0 808.4 299.8 1054.2 689.7 169.2 531.90 .86 3.86 7.22 1.63 .065 .045 .060 .000 524.90 1484.14 .004068 1800. 2030. 1300. 5 0 0 .00 1414.65 2898.79 ' SECNO 45820.000 45820.000 7.09 538.89 .00 538.44 539.15 .26 5.48 .01 533.00 7000.0 3286.8 1304.5 2408.7 1162.8 177.1 822.9 751.8 206.8 533.10 .96 2.83 7.36 2.93 .065 .045 .060 .000 531.80 1287.79 .004133 1400. 1620. 1000. 3 0 0 .00 1361.82 2649.61 ' SECNO 47450.000 97450.000 10.97 543.07 .00 592.49 593.27 .20 4.11 .01 535.80 7000.0 3869.3 1230.5 1900.2 1813.4 183.5 640.4 824.0 245.9 535.40 1.09 2.13 6.70 2.97 .065 .045 .060 .000 532.10 1366.66 .002337 1250. 1630. 1350. 4 0 0 .00 1290.01 2656.67 • SECNO 47540.000 3265 DIVIDED FLOW 7 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB OCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VUJB VCH VROB XML XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCA XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 47540. 000 11.89 543.09 .00 542.43 543.56 .47 .21 .08 542.30 7000.0 2178.3 4256.4 565.3 1374.3 613.1 385.2 827.5 247.9 542.20 1.00 1.59 6.94 1.47 .065 .045 .060 .000 531.20 320.64 .003404 10. 90. 200. 3 0 0 .00 1705.03 2111.75 • SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.57 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 541.70 MAX ELLC- 540.40 47640.000 13.07 543.77 .00 543.39 543.81 .04 .21 .04 541.80 7000.0 4331.4 1204.4 1464.2 2908.3 577.8 1026.6 835.4 252.2 541.70 1.10 1.49 2.08 1.43 .065 .045 .060 .000 530.70 126.54 .001387 100. 100. 100. 2 0 0 - 108.00 2058.73 2185.26 ' SECNO 47670.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 541.70 MAX ELLC. 540.40 47670.000 13.11 593.81 .00 54].92 543.85 .09 .09 .00 541.80 7000.0 4342.2 1180.9 1476.8 2970.5 581.4 3053.3 838.5 253.6 541.70 1.10 1.46 2.03 1.40 .065 .045 .060 .000 530.70 120.13 .001307 30. 30. 30. 2 0 0 - 108.00 2067.94 07 21828..000 • SECNO 47720 47720.000 12.81 543.81 .00 543.42 543.93 .13 .06 .03 542 ID 7000.0 3133.9 2875.0 1011.1 2556.7 686.7 875.7 843.6 256.0 542.00 1.11 1.22 4.19 1.15 .065 .045 .060 .000 531.00 161.64 .001065 50. 50. 50. 2 0 0 .00 2007.55 2169.18 ' SECNO 48350.000 3265 DIVIDED FLOW 48350.000 9.00 544.40 .00 543.92 544.64 .24 .67 .04 543.40 7000.0 76.3 5067.2 1856.5 183.6 1152.6 748.5 881.3 274.3 539.10 1.15 .42 4.40 2.48 .065 .045 .060 .000 535.90 1462.01 .001389 600. 630. 300. 1 0 0 .00 3065.94 2575.98 1 18JUL00 11:07:05 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 100 YEAR T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 4 495.60 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 3 0 -1 1 18JULOO 11:07:05 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 ELM IN SSTA SLOPE XLOBL XLCH -PROF 3 XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 0 CCHV- .100 CEHV- .300 • SECNO 27620.000 ' "••' NOTE :SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH PIS •' "•" STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 20.10 495.60 .00 495.60 496.42 .82 .00 .00 494.80 10500.0 2714.6 7542.1 243.3 1167.8 895.1 95.5 .0 .0 489.00 .00 2.32 8.43 2.55 .065 .045 .070 .000 475.50 1430.25 .002459 50. 50. 50. 0 0 0 .00 590.55 2020.80 CCNV- .100 CEHV- .300 " SECNO 30130.000 PROFILE SECTION T - SURVEY SECTION 19 30130.000 18.48 502.18 .DO .00 503.30 1.12 6.80 .09 492.30 10500.0 4499.4 6000.1 .5 864.5 582.6 1.4 82.1 16.6 501.90 .08 5.20 10.30 .40 .065 .045 .065 .000 483.70 1989.12 .004032 1600. 2510. 2000. 2 0 0 .00 242.29 2231.41 CCHV- .300 CEHV- .500 • SECNO 30189.000 3301 HV CHANGED MORE THAN HVINS 30189.000 15.34 502.14 .00 .00 503.88 1.73 .27 .31 513.30 10500.0 .0 10500.0 .0 .0 993.8 .0 83.8 16.8 510.40 PAGE 37 PAGE 38 PAGE 39 PAGE 40 .0 a .00 10.57 .00 .000 .045 .000 .000 486.80 2153.92 .005140 59. 59. 59. 2 0 0 .00 98.13 2252.05 -SECNO 30190.000 3265 DIVIDED FLAW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO - .49 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 1 18JUL00 11:07:05 PAGE 41 PROFILE SECTION U - SURVEY SECTION 20 ST.IAUIS- SOVI'HWESTERN R.R. - 30190.000 15.17 501.97 .00 .00 504.07 2.09 .01 .18 513.30 10500.0 .0 10500.0 .0 .0 904.8 .0 83.8 16.8 513.40 .08 .00 11.61 .00 .021370 1. .000 .045 2 0 .000 0 .000 .00 486.80 90.75 2154.09 2251.79 -SECNG 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD- 513.30 MAX ELLC 510.40 30200.000 15.60 502.40 .00 .00 509.32 1.92 .20 .05 513.30 10500.0 .0 10500.0 -0 .0 943.6 .0 84.0 16.9 513.40 .OB .00 11.13 .00 .000 .045 .000 .000 486.80 2154.00 .019316 10. 10. 10. 2 0 0 .00 91.46 2252.46 •SECHO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.18 30201.000 16.18 502.98 .00 .00 504.46 1.48 .01 .13 513.30 10500.0 .0 10500.0 .0 .0 1077.0 .0 84.0 16.9 513.40 .OB .00 9.75 .00 .000 .045 .000 .000 486.80 2153.48 .004058 1. 1. I. 3 0 0 .00 99.89 2253.37 CCHV- .100 CEHV. .300 -SECNO 30250.000 3301 HV CHANGED MORE THAN HVINS 30250.000 20.22 504.02 .00 .00 509.68 .66 .14' .08 492.40 10500.0 5056.7 5371.2 72.1 1230.2 655.7 66.9 85.7 17.1 502.00 .01 4.11 8.19 1.08 .065 .045 .065 .000 483.80 1950.46 .002179 49. 49. 49. 2 0 0 .00 337.50 2287.96 -SECNO 31310.000 31310.000 18.35 506.15 -00 .00 506.65 .50 1.95 .02 490.70 10500.0 6288.8 4211.2 .0 1515.5 573.7 .0 124.7 23.8 509.20 .12 4.15 7.34 .00 .065 .045 .000 .000 487.80 1494.60 .002197 750. 1060. 500. 2 0 0 .00 419.11 1913.71 1 ISJUL00 11:07:05 PAGE 42 SECNO DEPTH CWSEL CRIWS WSELK BG HV HL OLDSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIM £ VLOB VCH VROB XN ]INCH L XNR WTN ELMIN SSTA - SLOPE XI.OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -SECNO 31480.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .52 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 18.44 506.44 .00 .00 507.45 1.01 .65 .16 . 50910 10500.0 .0 10500.0 .0 .0 1300.0 .0 131.3 24.8 509. 10 .13 .00 8.08 .00 .000 .045 .000 .000 488.00 1796.16 .008085 170. 170. 170. 2 0 0 -40.03 118.84 1915.00 -SECNO 31500.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 31500.000 18.60 506.60 .00 .00 507.61 1.01 .16 .00 509.10 10500.0 .0 10500.0 .0 .0 1300.0 .0 131.9 24.9 509.10 .13 .00 8.08 .00 .000 .045 .000 .000 488.00 1796.09 .008085 20. 20. 20. 2 0 0 -59.25 118.91 1915.00 -SECNO 31550.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.30 31550.000 19.28 507.48 .00 .00 507.83 .35 .15 .07 491.10 10500.0 6576.3 3923.7 .0 1900.8 621.7 .0 134.1 25.2 509.60 .13 3.46 6.31 .00 .065 .045 .000 .000 488.20 1401.70 .001534 50. 50. 50. 2 0 0 .00 513.93 1915.63 CCHV- .100 CEHV- .300 -SECNO 31750.000 18JUL00 11:07:05 PAGE 43 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV - Q QLOB QCH QROB AWS ACH ARDS VOL TWA R -BANK ELEV - TIME VIAB VCH VROB XNL XNCH XNR WTN ELMIN SSTA , SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.89 HALPF ASSOC. SURV. SECN. AA 31750.000 19.15 507.79 .00 .00 507.98 .20 .14 .02 509.60 10500.0 .0 10500.0 .0 .0 2948.6 .0 146.2 26.9 513.06 .15 .00 3.56 .00 .000 .045 .000 .000 488.64 1007.63 .000430 180. 200. 220. 2 0 0 .00 243.25 1250.88 , -SECNO 32740.000 HALFF ASSOC. SURV. SECN. BB 32740.000 15.19 508.26 .00 .00 508.49 .23 .49 .01 511.47 10500.0 .0 10500.0 .0 .0 2709.9 .0 210.5 32.5 512.67 .22 .00 3.87 .00 .000 .045 .000 .000 493.07 1013.54 .000586 990. 990. 990. 2 0 0 .00 250.16 1263.70 -SECNO 34045.000 , HALFF ASSOC, SURV. SECN. CC 34045.000 16.01 509.11 .00 .00 509.37 .26 .87 .O1 518.50 10500.0 .0 10500.0 .0 .0 2559.5 .0 289.5 40.2 516.53 .31 .00 4.10 .00 .000 .045 .000 .000 493.10 3034.85 .000765 1305. 1305. 1305. 2 0 0 .00 263.71 1298.55 -SECNO 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 z HALFF ASSOC. SURV. SECN. DD 34330.000 11.23 509.30 .00 .00 509.73 .43 .31 .05 518.23 10500.0 .0 10500.0 .D .0 1993.9 .0 304.4 41.9 517.83 .32 .00 5.27 .00 .000 .045 .000 .000 998.07 1036.83 .001681 285. 285. 285. 0 0 0 .00 257.60 1294.44 -SECNO 34870.000 HALFF ASSOC. SURV. SECN. EE J 34870.000 9.02 510.28 .00 .00 510.80 .52 1.04 .03 519.25 10500.0 .0 10500.0 .0 .0 1821.9 .0 328.0 45.0 520.25 .35 .00 5.76 .00 .000 .045 .000 .000 501.26 1039.24 .002232 540. 540. 540. 2 0 0 .00 254.20 1288.44 1 18JUL00 11:07:05 PAGE 44 SECNO DEPTH CWSEL CHINS WSELK EG HV HL GLASS L -BANK ELEV Q GLOB QCH QROB ALDB ACH AROB VOL TWA R -BANK ELEV " TIME VLO VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XI.OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -SECNO 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFF ASSOC. SURV. SECN. FF MOVED 120 O.S. TO FACE FREEPORT PKWY ' 35450.000 10.63 511.53 .00 .00 512.05 .52 1.25 .00 514.20 10500.0 .0 10500.0 .0 .0 1811.3 .0 352.2 48.3 520.30 A8 .00 5.80 .00 .000 .045 .000 .000 500.90 1030.76 .002091 580. 580. 580. 2 0 0 .00 238.52 1269.28 ' SECNO 35570.000 3370 NORMAL, BRIDGE, NRD- 2 MIN ELTRD. 520.30 MAX ELLC- 514.30 HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY 35570.000 10.91 511.81 .00 .00 512.29 .49 .24 .00 514.20 10500.0 .0 10500.0 .0 .0 1875.4 .1 357.3 49.0 520.30 .38 .00 5.60 .00 .000 .045 .000 .000 500.90 1029.93 .001880 120. 120. 120. 1 0 0 .00 240.15 1270.09 ' SECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 35770.000 12.29 512.10 .00 .00 512.98 .87 .57 .32 520.91 11200.0 .0 11200.0 .0 .0 1492.5 .0 365.0 50.1 522.81 .39 .00 7.50 .00 .000 .045 .000 .000 499.81 1035.11 .004585 200. 200. 200. 2 0 0 .00 239.48 1274.59 - SECNO 35970.000 CHIMP CLSTA- 1131.00 CELC!H. 503.20 BW- 180.00 STCHL- 1000.00 STCHR- 1264.90 CHIMP CLSTA- 1131.00 CEL.CH. 501.20 SM. 20.00 STCHL- 1000.00 STCHR- 1264.90 EXCAVATION DATA AEX- 1557.1SQ -FT VEXR- .OK'CU -YD VEXT- .OK'CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, IOATIO - 2.00 HALFF ASSOC. SURV. SECN. GO (TRANSITION BACK TD NATURAL CHANNEL)- - -- APPROX. NEAR OLD COE STA. 37550. 1 18JULOO 11:07:05 BEGIN IMPROVED CHANNEL 35970.000 11.79 512.99 .00 .00 513.43 .44 .41 .04 516.87 11200.0 .0 11200.0 .0 .0 2105.2 .0 373.3 51.2 517.83 .90 .00 5.32 .00 .000 .010 .000 .000 501.20 1011.64 .001149 200. 200. 200. 2 0 0 .00 238.73 1250.36 Cm. .300 CEHV- .500 - SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH. 503 BW- 120.00 STCHL. 1060.33 STC7HR- 1266.15 : 42 CHIMP CLSTA- 1166.00 CELCH- 501.42 13W- 20.00 STCHL- 1060.33 STCHR. 1266.15 EXCAVATION DATA AEX- 1101.7SQ -FT VEXR- 4.9K -CU -YD VEXT. 4.9K -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 36070 -36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. -A- (1- 29 -85) BAP EXTENDED FROM TOPO 36070.000 11.50 512.92 .00 .00 513.83 .91 .17 .23 518.64 11200.0 .0 11200.0 .0 .0 1466.9 .0 377.4 51.7 516.80 .40 .00 7.63 .00 .000 .040 .000 .000 501.42 1077.50 .002586 130. 100. 60. 2 0 0 .00 177.01 1254.50 - SECNO 36360.000 CHIMP CLSTA- 1145.00 CELCH- 504.00 BW. 120.00 STCHL- 1036.40 STCHR- 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL- 1036.40 STCHR- 1245.00 EXCAVATION DATA AIX. 1532.7SQ -FT VEXR- 14.1K -CU -YD VEXT. 19.1K -CU -YD HALFF ASSOC. SURV. SECN. -B- (1- 29 -85) BAF 36360.000 11.59 513.59 .00 .00 514.47 .89 .64 .01 520.20 11200.0 .0 11200.0 .0 .0 1480.7 .0 387.2 52.8 517.33 .92 .00 7.56 .00 .000 .035 .000 .000 502.00 1056.26 .001926 290. 290. 290. 2 0 0 .00 177.97 1233.74 -SECN G 38220.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR- 1.6K'CU -YD VEXT. 20.7K'N -YD 3301 HV CHANGED MORE THAN KVINS BEGIN CONCRETE LINING 38220.000 8.84 512.84 .00 .00 515.33 2.49 .06 .80 518.10 11200.0 .0 11200.0 .0 .0 885.3 .0 388.3 53.0 515.47 .42 .00 12.65 .00 .000 .015 .000 .000 50x.00 1031.41 .001106 40. 40. 40. 3 0 0 .00 100.18 1131.59 1 18JULOO 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLDB QCH QROB ALJB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XIOBL XLCH XLOBR ITRIAL IDC ICONT CORAR T'OPWID ENDST -SECN G 38232.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR- .3K -CU -YD VEXT- 21.OK -CU -YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 8.87 512.87 .00 .00 515.35 2.48 .01 .00 518.10 11200.0 .0 11200.0 .0 .0 887.0 .0 388.5 53.0 515.47 .42 .00 12.63 .00 .000 .015 .000 .000 504.00 1031.41 .001100 12. 12. 12. 0 0 0 .00 100.18 1131.59 ' SECNO 38235.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 100.00 STCHL. 1031.42 STCHR- 1131.55 EXCAVATION DATA AIX- 7.1SQ -FT VEX R= .OK'CU -YD VEXT- 21.OK -CU -YD 3303 NV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS. 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 ELENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 7.29 517.79 517.79 .00 521.41 3.62 .00 .57 518.09 11200.0 .0 11156.6 43.4 .0 729.7 22.0 388.6 53.0 515.97 .92 .00 15.29 1.97 .000 .015 .050 .000 510.50 1031.93 .001963 3. 3. 3. 20 15 0 .00 110.07 1141.50 - SECNO 38255.000 CHIMP CLSTA- 1081.50 CELCH. 510.50 BW- 90.00 STCHL. 1000.00 STCHR- 1142.09 EXCAVATION DA TA IX A- 111.OSQ -FT VEXR- .OK•CU -YD VEXT- 21.IK -CU -YD 3280 CROSS SECTION 38255.00 EXTENDED .5T 7 FEE 1 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK E3.EV Q QIAB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 KV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE- 1 TARGET- 150.000 ELENCL- 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLAW HALFF ASSOC. SURV. SECN. PAGE 45 PAGE 46 PAGE 47 9 38255.000 10.47 520.97 517.65 .00 522.17 1.21 .04 .72 525.00 11200.0 .0 10938.9 261.1 .0 1229.2 73.7 389.1 53.1 515.70 .42 .00 8.90 3.54 .000 .035 .050 .000 510.50 1006.50 .002391 20. 20. 20, 23 5 0 .00 150.00 1156.50 -SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH- 510.50 BW- 45.00 STCHL- 2630.00 STCHR- 2890.00 EXCAVATION DATA AEX- 259.2SQ -FT VEXR- .4K -CU-YD VEXT- 21.5K -CU -YD 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMITS OP COPPELL 38315.000 11.46 521.96 .00 .00 522.48 .52 .10 .21 521.75 11200.0 .0 11200.0 .0 .0 1937.3 .0 391.3 53.3 520.75 .42 .00 5.78 .00 .000 .035 .000 .000 51050 2630.00 .001295 60. 60. 60. 3 0 0 .00 260..00 2890.00 CCHV- .100 CEHV- .300 -SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- I TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS PACE W BOUND I.H.635 (•n• Values, channel etatiMe and encroachments have been Corrected through 635 by A.X.H.) 38380.000 10.44 521.84 00 .00 522.71 .87 .12 .30 515.40 11200.0 856.7 9634.9 708.4 76.8 1436.6 64.1 393.9 53.7 515.40 .42 11.15 6.71 11.05 -015 .045 .015 .000 511.40 2646.15 .002794 65. 65. 65. 2 0 0 .00 233.77 2879.92 3 18JULOO 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG KV HL OLOSS L -BANK ELEV Q QIAB QCH OR OB AL.OB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN E24IN SSTA SLOPE XIABL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COP" ROLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 9.00 3920.00 7.50 511.00 511.00 -SECNO J8420.000 CLASS A LOW FLOW 3420 BRIDGE W.S.- 521.81 BRIDGE VELOCITY- 5.69 CALCULATED CHANNEL AREA- 1969. EGPRS EGLWC H3 OWEIR QLOW BAREA TRAPS ID ELLC ELTRD WEIRLN AREA .00 522.77 .05 0. 11200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 263D.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 U.S. FACE W. BOUND IH 635 38420.000 10.39 521.89 .00 .00 522.77 .88 .06 .00 515.50 11200.0 849.2 9648.5 702.3 75.6 1426.7 63.1 395.3 53.9 515.50 .42 11.24 6.76 11.13 .015 .045 .015 .000 511.50 2646.34 .002867 40. 40. 40. 0 0 0 .00 233.42 2879.76 -SECNO 38500.000 3470 ENCROACHMENT STATIONS- 2630.D 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR= 529.20 VALLEY SECT BTWN I.H. 635 B RIDGES 38500.000 10.31 522.11 .00 .00 523.01 .90 .23 .01 515.80 11200.0 838.7 9667.E 693.6 73.8 1412.7 63.7 398.2 54.3 515.80 .43 11.36 6.89 11.25 .015 .045 .015 .000 513.80 2696.61 .002974 80. 80. 80. 0 0 D .00 232.93 2879.53 -SECHO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE E. BOUND I.H.635 38580.000 10.12 522.32 .00 .00 523.27 .95 .25 .01 51620 11200.0 812.7 9715.2 672.1 69.7 1376.5 58.2 401.0 54.8 516..20 .43 11.66 7.05 11.55 .015 .045 .015 .000 512.20 2647.28 .003260 80. 80. 80. 1 0 0 .00 231.69 2878.97 3 18JULOO 11:07:05 SECNO DEPTH CWSEL CHINS WSELK EG HV HL OLDS S L -BANK ELEV Q QLOB QCH QROB ALOB ACH ARCS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EININ SSTA SLOPE XLDBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COPQ RDLEN BWC BWP BAREA SS EI.CHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 -SECNO 38620.000 CLASS A LOW FLOW 3420 BRIDGE W.S.- 522.29 BRIDGE VELOCITY- 6.28 CALCULATED CHANNEL AREA- 1784. EGPRS EGLWC H3 QWEIR QLOW SAREA TRAPEZO ID ELLC ELTRD WEIRLN AREA .00 523.35 .06 0. 11200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 US FACE E. BOUND I.H.635 38620.000 10.09 522.39 .00 .00 523.35 .96 .07 .00 516.30 11200.0 805.7 9728.0 666.3 68.6 1369.3 57.3 402.4 55.0 516.30 .43 11.75 7.10 11.63 .015 .045 .015 .000 512.30 2647.46 .003392 40. 40. 40. 0 0 0 .00 2J1.36 2878.82 -SECNO 38670.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 50• U.S. E. BOUND I.H.635 38670.000 10 .23 522.63 .00 .00 523.53 .90 .18 .O1 516.10 11200.0 212.6 10796.9 190.5 71.9 3397.0 60.0 404.1 55.3 516.40 .43 2.96 7.73 3.17 .065 .045 .060 .000 512.40 2646.92 .003853 50. 50. 50. 2 0 0 .00 232.35 2879.27 -SE CNG 38850.000 3470 ENCROACHMENT STATIONS- 2388.0 2849.0 TYPE- 1 TARGET- 461.000 NDM %SECTION - BEGIN BERM 38850.000 11.76 523.56 .00 521.77 524.56 1.01 1.00 .03 516.00 11200.0 2744.8 3725.2 4730.0 594.7 313.4 860.2 411.0 56.4 536.00 .44 4.62 11.89 5.50 .065 .045 .060 .000 511.80 2388.00 .006520 12. 250. 180. 3 0 0 .00 422.97 2810.97 PAGE 48 PAGE 49 1 18JUL00 11:07:05 PAGE 50 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB AIAB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN EININ SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -S ECHO 39720.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, )=TIO - 1.48 3470 ENCROACHMENT STATIONS- 740.0 2800.0 TYPE- 1 TARGET- 2060.000 PROFILE SECTION 2 - SURVEY SECTION 25 u r � r 1 F � E 39720.000 9.23 526.23 .00 525.25 526.48 .24 1.84 .08 519.00 11200.0 4637.9 830.4 5731.7 1253.3 114.8 1653.1 431.7 61.8 518.80 .47 3.70 7.23 3.47 .065 .045 .060 .000 517.00 1168.44 .002972 13. B00. 570. 2 0 0 .00 1089.45 2257.89 ' SECNO 41180.000 3470 ENCROACHMENT STATIONS- 1650.0 3443.0 TYPE. I TARGET- 1793.000 END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180 .000 9.34 528.74 .00 527.62 528.81 .07 2.32 .02 521.20 7900.0 4988.9 552.3 2858.8 2690.4 138.8 1274.3 548.5 99.8 521.20 .67 1.67 3.98 2.24 .065 .045 .060 .000 519.40 1650.00 .000851 1300. 1460. 1600- 4 0 0 .00 1252.89 2902.89 ' SECNO 41950.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .44 3470 ENCROACHMENT STATIONS- 1070.0 4399.0 TYPE- 1 TARGET. 3329.000 IGO DS RADIO RD 41950.000 8.97 529.77 '00 528.65 530.17 .90 1.26 .10 522.10 7900.0 3079.6 1352.1 3468.3 842.9 155.3 836.7 601.0 119.9 522.60 .71 3.65 8.71 4.14 .065 .045 .060 .000 520.80 107000 .004337 770. 770. 770. 3 0 0 .00 1017.77 2098..21 1 18JUL00 11:07:05 PAGE 51 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLDB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR NTH ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV- .300 CE9V- .500 ' SECND 42050.000 3265 DIVIDED FLOW 3 301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 3970 ENCROACHMENT STATIONS- 1087.0 4499.0 TYPE- I TARGET- 3412.000 3995 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLEA- 529.50 ELREA- 529.30 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 9.36 529.36 .00 528.72 531.83 2.47 .62 1.03 527.10 7900.0 .0 7899.7 .3 .0 626.6 1.3 603.9 121.2 527.00 .72 .00 12.61 .24 .000 .045 .060 .000 52000 1764.00 .009570 100. 100. 100. 3 0 0 .00 119..39 2010.34 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 528.32 , NOT 529.36 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) SB XK XKOR COPQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.56 3.00 .00 45.00 4.00 430.00 2.00 521.00 521.00 - SECNO 42090.000 6870 D.S. ENERGY OF 531.83 IS HIGHER THAN COMPUTED ENERGY OF 530.99 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.93 PRESSURE AND WEIR FLAW, Weir Suhmercjmce Based = TRAPEZOIDAL Shape 1 18JUL00 11:07:05 PAGE 52 SECNO DEP711 CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XMR WTN ELMIN SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EGPRS EGLWC H3 QWEIR QPR .AREA TRAPEZOID ELLC ELTRD WEIRLN AREA 537.53 534.35 .00 4419. 3528. 430. 427. 528.60 529.30 1361. US FACE RADIO RD SECT #26 42090.000 11.19 531.19 .00 529.37 531.83 .64 .00 .00 527.10 7900.0 1299.1 5740.5 860.3 988.8 768.4 543.8 605.2 122.0 527.00 .72 1.31 7.47 1.58 .065 .045 .060 .000 520.00 891.35 .002561 40. 40. 40. 3 0 5 .00 1488.59 2379.68 ' SECNO 42170.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.31 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 11.34 532.04 .00 530.74 532.08 .04 .07 .IB 522.00 7900.0 3731.6 687.1 3481.3 3028.5 200.3 2539.5 612.6 125.2 522.50 .73 1.23 3.43 1.37 .065 .045 .060 .000 520.70 765.43 .000480 .0. 80. 80, 2 0 0 .00 1996.47 2761.90 CCWV- .l D0 CEHV- .300 ' SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .36 44200.000 8.66 533.56 .00 532.81 533.88 .32 1.71 .08 52680 7900.0 3299.1 2198.6 2402.3 881.9 311.9 1364.8 763.6 186.4 531..90 .85 3.74 7.05 1.76 .065 -045 .060 .000 524.90 1440.06 .003678 1800. 2030. 1300. 3 0 0 .00 1561.75 3001..1 - SECNO 45820.000 45820.000 7.21 539.01 .00 538.44 539.30 .29 5.41 .00 533.00 7900.0 3744.9 1414.6 2740.5 1257.9 180.1 873.9 832.8 226.3 533.10 .99 2.98 7.86 3.14 .065 .045 .060 .000 531.80 1274.27 .004602 1400. 1620. 1000. 4 0 0 .00 1393.380 2667.64 1 18JUL00 11:07:05 PAGE 53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALAB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECNO 47450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 1 -42 41450.000 11.23 543.33 .00 542.49 543.52 .19 4.21 .01 535.80 7900.0 4516.8 1270.8 2112.4 2075.2 188.8 719.2 912.2 266.7 535.40 1.06 2.18 6.73 2.94 .065 .045 .060 .000 532.10 1333.88 .002270 1250. 1630. 1350. 4 0 0 .00 1349.01 2682.89 - SECNO 47540.000 3265 DIVIDED FLOW 47540.000 12.19 543.39 .00 542.43 543.76 .37 .19 .05 542.30 7900.0 2898.0 4183.4 818.5 1758.0 637.9 535.8 916.4 269.0 542.20 1.07 1.65 6.56 1.53 .065 .045 .060 .000 531.20 237.77 .002882 10. 90. 200. 2 0 0 .00 1880.40 2131.11 ' SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.44 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD- 541.70 MAX ELLC- 540.40 97640.000 13.25 593.95 .00 543.39 543.99 .04 .19 .03 591.80 7900.0 4934.1 1258.6 1707.2 3160.1 592.3 1134.7 925.9 273.6 591.70 1.08 1.56 2.13 1.50 .065 .045 .060 .000 530.70 100.79 .001396 100. 100. 100. 2 0 0 - 108.00 2095.74 2196.53 - SECNO 47670.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 541.70 MAX ELLC. 540.40 47670.000 13.29 543.99 .00 543.42 544.03 .04 .04 .00 541.80 7900.0 4944.0 1236.4 1719.6 3222.0 595.8 1161.3 928.8 275.1 541.70 1.09 1.53 2.08 1.48 .065 .045 .060 .000 530.70 99.54 .001321 30. 30. 1 30. 2 0 0 - 108.00 2104.73 2199.26 18JUL00 11:07:05 PAGE 54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL O1.OSS L -BANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB AWL XNCH XNR WTN ELMIN SSTA SIAPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECNO 47720.000 47720.000 12.99 543.99 -00 543 -42 544 -12 -13 .06 .03 542.10 7900.0 3649.9 3029.7 1220.4 2803.2 701.1 981.5 934.2 277.4 542.00 1.09 1.30 4.32 1.24 .065 .045 .060 .000 531.00 137.42 ' .001103 50- 50. 50. 2 0 0 .00 2043.08 2180.50 •SECNO 48350.000 48350 -000 9.20 544.60 .00 543.92 544.87 .27 .72 -04 543.40 -� 7900.0 180.6 5601.6 2117.8 318.8 1187.0 808.3 975.5 296.6 539.10 1.13 .57 4.72 2 -62 .065 .045 .060 .000 535.40 1436.76 .001539 600. 630. 100. 0 0 0 .00 1170.81 2607.57 ' 1 18JUL00 11:07:05 PAGE 55 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 500 YEAR T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HV2N5 Q WSEL PQ 0 5 499.50 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 15 0 -1 1 18JUL00 11:07:05 PAGE 56 SECHO 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 EL4IN SSTA SLOPE XLOBL XLCH XI.OBR ITRIAL IDC ICONT CORAR TOPWID ENDST -PROF 4 0 CCWV. .100 CEHV. .300 •SECNO 27620.000 '••••NOTE:SB CARD WHIR COEPF. CHG'D. TO -2.5 10 MATCH PIS ..... STARTING WS EL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.D00 24.00 499.50 .00 499.50 499.75 .25 .00 .00 494.80 13400.0 6677.9 6215 -2 506.9 3192.1 1152.5 294.2 .0 .0 489.00 .00 2.09 5.39 1.72 .065 .045 .070 .000 475.50 1350.00 - 000719 50. 50. 50. 0 0 0 .00 727.23 2077 -23 CCHV= .100 CEHV= AD0 •SECN0 30130.000 7301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = -30 PROFILE SECTION T - SURVEY SECTION 19 30130.000 18.02 501.72 .00 .00 503.83 2.11 3.53 .56 492.30 13400.0 5519 -0 7881.0 .0 777.0 562.E .0 129.1 19.0 501.90 .05 7.10 14.00 .00 .065 .045 .000 .000 483.70 1999.60 .007765 1600. 2510. 2000- 3 0 0 .00 222.30 2221.89 CCWV. .300 CEHV. .500 •SECN0 30189.000 3301 HV CHANGED MORE THAN HVINS 30189.000 14.95 501.75 .00 .00 504.80 3.05 .50 .47 513.30 13400.0 .0 13400.0 -0 .0 955.6 .0 130.6 19 -2 510.40 .05 .00 14.02 .00 .000 .045 .000 .000 486.80 2159.38 .009379 59. 59. 59. 2 0 0 .00 97.06 2251.49 •SECNG 30190.000 3265 DIVIDED FLOW 1 18JUL00 11:07:05 PAGE 57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLJBR ITRIAL IDC ICONT COPAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .48 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWEST R.R. 30190.000 14.57 501.37 .00 .00 505 -22 3.85 .02 .40 513.30 13400.0 .0 13400.0 .0 .0 851.0 -0 130.6 19.2 513.40 - .05 .00 15.75 .00 .000 .045 -000 .000 486.80 2154.95 .040232 1. 1. 1. 2 0 0 .00 88.90 2250.85 •SECN0 30200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS ' 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD. 513.30 MAX ELLC. 510.40 30200.000 16.40 503.20 .00 -00 505.89 2.69 .32 .35 513.30 - 13400.0 -0 13400 -0 .0 .D 1018.1 .0 130.9 19.2 513.40 .05 .00 13.16 .00 .000 .045 .000 .000 486.80 2154.00 .026213 10. 10. 10. 5 0 0 .00 92.13 2253.73 •SECNO 30201.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 2.32 30201 -000 17.38 504.18 .00 .00 506.12 1.94 .O1 .22 513.30 13400.0 .0 13400.0 .0 .0 1197.6 .0 130.9 19.2 513.40 .05 .00 11.19 .00 .000 .045 .000 .000 486.80 2152.34 .004866 1. I. 1. 3 0 0 .00 102.90 2255.25 1 18JUL00 11:07:05 PAGE 58 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 VCR VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CONAN TOPWID ENDST CCHV- .100 CEHV= .300 •SECNO 30250.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.58 30250.000 21.97 505.77 .00 .00 506.40 .62 .14 .13 492 -90 13400.0 6943.2 6049 -8 407 -0 1664.3 728.9 235.6 133.0 19.5 502.00 .06 4.17 8.30 1.73 .065 .045 -065 .000 483.80 1911.71 .001942 49. 49. 49. 3 0 0 .00 439.15 2350 -86 •SECNO 31310 -000 i 31310.000 19.87 507.67 .00 .00 508.13 .45 1.71 -02 490.70 13400.0 8629.1 4770.9 .0 2183.2 653 -3 .0 184.3 27.9 509.20 .10 3.95 7.30 .00 .065 .045 .000 .000 487 -80 1314.36 .001983 750. 1060. 500. 2 0 0 .00 542.50 1916.85 •SECT70 31480.000 3701 HV CHANGED MORE THAN KVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .39 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD. 509.10 MAX ELLC. 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 2 31480.000 19.54 507.54 .00 .00 509.19 1.65 .70 .36 509.10 13400.0 .0 13400.0 .0 .0 1300.0 .0 192.4 29.2 509.10 .I1 .00 10.31 .00 .0DO .045 .000 .000 488.00 1795.68 .013168 170. 170. 170. 2 0 0 - 170.81 719.32 1915.00 - SECNO 31500.000 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD- 509.10 MAX ELLC. 506.10 31500.000 19.80 507.80 .00 .00 509.45 1.65 .26 .00 509.10 13400.0 .0 13400.0 .0 .0 1300.0 .0 193.0 29.3 509.10 .11 .00 10.31 .00 .000 .045 .000 .000 488.00 1795.57 .013168 20. 20. 20. 1 2 0 0 - 202.25 119.43 1915.00 18JUL0o 11:07:05 SECNO DEPTH CWSEL CRIME WSELK EG NV ML OLOSS L -BANX ELEV Q QLOB QCH QROB AI.OB ACH AROB VOL TWA R -BANK ELEV TIME VI.OB VCH VROB XNL XNCH XNR WTN E1MIN SSTA SLOPE XI/JBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 31550.000 7301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3.34 31550.000 21.25 509.45 .00 .00 509.73 .27 .14 .14 491.10 13400.0 9131.9 4268.1 .0 2896.6 729.3 .0 195.8 29.7 SD9.60 .11 3.15 5.85 .00 .065 .045 .000 .000 488.20 1313.29 .001179 50. 50. 50. 3 0 0 .00 606.40 1919.69 CCHV- .100 CEHV- .300 ' SECNO 31750.000 3280 CROSS SECTION 31750.00 EXTENDED .03 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.59 HALFF ASSOC. SURV. SECN. AA 31750.000 20.98 509.62 .00 .00 509.86 .24 .14 .00 509.60 13400.0 .0 13400.0 .0 .0 3408.4 .0 211.3 31.5 513.06 .12 .00 3.93 .00 .000 .045 .000 .000 488.64 1000.00 .000465 180. 200. 220. 2 0 0 .00 256.85 1256.85 - SECNO 32740.000 HALFF ASSOC. SURV. SECH. RB 32740.000 17.05 510.12 .00 .00 510.40 .27 .52 .01 51147 13400.0 .0 13400.0 .0 .0 3191.0 .0 286.3 37.5 512..67 "19 .00 4.20 .00 .000 .045 .000 .000 493.07 100568 .DOD 60' 990. 990. 990. 2 0 0 .00 265.7E 1271..46 ' SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 74045.000 17.87 510.97 .00 .00 511.27 .30 .86 .01 518.50 13400.0 .0 17400.0 .0 .0 3062.0 .0 380.0 45.6 516.53 .27 .00 4.38 .00 .000 .045 .000 .000 493.10 1027.94 .000730 1305. 1305. 1305. 2 0 0 .00 276.19 1304.13 1 18JULO0 11:07:05 ECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -RANK ELEV Q QLJB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EI.MIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 34330.000 HALFF ASSOC. SURV. SECN. DD 34130.000 13.07 511.14 .00 .00 511.59 .45 .28 .OS S1E.23 13400.0 .0 13400.0 .0 .0 2483.7 .0 398.1 47.4 517.8) .29 .00 5.40 .00 .000 .045 .000 .000 498.07 1029.20 .001416 285. 285. 285. 1 0 0 .00 271.68 1300.88 ' SECNO 34870.000 HALFF ASSOC. SURV. SECN. EE 34870.000 10.69 511.95 .00 .00 512.50 .55 .11 .03 519.25 13400.0 .0 13400.0 .0 .0 2257.4 .0 427.5 50.7 520.25 .31 .00 5.94 .00 .000 .045 .000 .000 501.26 1027.85 .OD1894 540. 540. 540. 2 0 0 .00 265.98 1293.82 ' SECNO 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFF ASSOC. SURV. SECN. FF MOVED 120. D.S. TO PACE FREEPORT PKWY 35450.000 12.22 513.12 .00 .00 513.6E .56 1.18 .01 514.20 13400.0 .0 13400.0 .0 .0 2221.5 .0 457.3 54.4 520.30 .34 .00 6.03 .00 .000 .045 .000 .000 500.90 1015.89 .002181 580. 580. 580. 2 0 0 .00 284.60 1 300 .4 9 ' SECNO 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY 35570.000 12.51 513.41 .00 .00 513.94 .52 .25 .00 514.20 13400.0 .0 13400.0 .0 .0 2305.4 .0 463.5 55.2 520.30 .35 .00 5.81 .00 .000 .045 .000 .000 500.90 101213 .001966 120. 120. 120. 2 0 D .00 288.82 1300..94 'SECN 35770.000 35770.000 13.88 513.69 .00 .00 514.57 .88 .53 .11 520.91 14200.0 .0 14200.0 .0 .0 1882.7 .0 473.2 56.4 522.81 .35 .00 7.54 .00 .000 .045 .000 .000 499.81 1028.78 .003641 200. 200. 200. 2 0 0 .00 251.95 1280.73 1 18JMOO 11:07:05 SECNO DEPTH CWSEL CRIME WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB AI.OB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECNO 35970.000 CHIMP CLSTA- 1131.00 CELCH- 503.20 BW- 1280.00 STCHL- I1D0.00 STCHR. 1264.90 CHIMP CLSTA- 1131.00 CELCH- 501.20 BW- 20.00 STCHL- 1000.00 STCHR- 1264.90 EXCAVATION DATA AEX- 1557- ISQ -FT VEXR- .OK -CU -YD VEXT. .OK'CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 1.78 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NATURAL CHANNEL)- - --APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL 75970.000 13.27 514.47 .00 .00 ' 514.99 .51 .38 .04 516.87 14200.0 .0 14200.0 .0 .0 2465.7 .0 483.1 57.6 517.83 .36 .00 5.76 .00 .000 .040 .000 .000 501.20 1007.19 .001147 200. 200. 200. 2 0 0 .00 247.62 1254.81 CCHV. .300 CEHV- .500 - SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH- 503.42 BW- 120.00 STCHL- 1060.33 STCHR- 1266.15 CHIMP CLSTA- 1166.00 CELCH. 501.42 BW- 20.00 STCHL- 1060.33 STCHR. 1266.15 EXCAVATION DATA AEX- 1101.7SQ -FT VEXR- 4.9K-CU-YD VF.XT- 4.9K -CU -YD 3301 RV CHANGED MORE THAN HVINS MORE 3302 WARNING: CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .67 36070 -36140 MOVED 70• D.S. HALFF ASSOC. SURV. SECN. 'A' (1- 29 -85) 13AF EXTENDED FROM TOPO 36070.000 12.95 514.37 .00 .00 515.42 1.05 .16 .27 518.64 14100.0 .0 14200.0 .0 .0 1729.7 .0 488.0 58.1 516.80 .37 .00 8.21 .00 .000 .040 .000 .000 501.42 1073.15 PAGE 59 PAGE 60 PAGE 61 .00 564 130. 100. 60. 2 0 0 .00 185.70 1258.85 . SECNO 36360.000 CHIMP CLSTA+ 1145.00 CELCH- 504.00 BW. 120.00 STC.3U.- 1036.40 S1'C11R+ 1245.00 CHIMP CLSTA- 1145.00 CELCH. 502.00 BW- 20.00 STCHL- 1036.90 STCHR. 1245-00 1 18JUL00 11:07:05 PAGE 62 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIOSS L -BANK ELEV Q QLAB QCH QROH AIAB ACH AROB VOL TWA R -BANK ELEV TIME VL.OB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EXCAVATION DATA AEX- 1532.7SQ -F7 VEXR- 19.1K -N -YD VEXT- 19.1K -N -YD HALF P ASSOC, SURV. SECN. '.0B' (1- 29 -85) HAP 36360.000 13.03 515.03 0 .00 516.06 1.03 .64 .00 520.20 14200.0 .0 14200.0 .0 .0 1743.0 .0 499.5 59.3 517.33 .38 .00 8.15 .00 .000 .035 .000 .000 502.00 1051.93 k .001920 290. 290. 290. 2 0 0 .00 186.13 1238.07 -SECN0 38220.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA 3 AEX- 658.4 SO-FT VEXR- 1.6K-CU-YD VEXT- 20.7K-CU-YD 3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING -, 38220.000 10.06 514.06 .00 .00 517.15 3.09 .06 1.03 518.10 14200.0 .0 14200.0 .0 .0 1007.3 .0 500.8 59.4 515.47 .38 .00 14.10 .00 .000 .015 .000 .000 504.00 1031.40 .001189 40. 40. 40. 3 0 0 .00 100 .2 0 1131.60 - SECNO 38232.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 HW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR. .3K- -YD VEXT- 21.OK -N -YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 10.09 514.09 .00 .00 517.17 3.D8 .01 .00 518.10 14200.0 .0 14200.0 .0 .0 1009.1 .0 501.1 59.5 515.47 .38 .00 14.07 .00 .000 .015 .000 .000 504.00 1031.40 .001182 12. 12. 12. 0 0 0 .00 100.20 1131.60 - SECNO 38235.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 100.00 STCHL- 1031.42 STCHR- 1131.55 EXCAVATION DATA AIX= 7.1SQ -FT VEXR- OK-CU-YD VEXT- 21.OK -N -YD 1 18JUL00 11:07:05 PAGE 63 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLDS S L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROH VOL TWA R -HANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLABR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 ELENCR. 525.00 X3 USED TO REFLECT INEFFECTIVE FLAW TOP OP 6.5' DROP STRUCTURE, END CONCRETE 38235.000 8.55 519.05 519.05 .00 523.25 4.20 .00 .56 518.09 14200.0 2.4 14114.0 83.6 3.1 656.0 34.6 501.1 59.5 515.47 .38 .7B 16.49 2 .4 2 .050 .015 .050 .000 51050 1(124.96 .001852 3. 3, 3. 20 11 0 .00 116.. 52 1191.50 - SECNO 38255.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA AIX. 111.OSQ -FT VEXR-.OK-CU-YD VEXT- 21.1K -N -YD 3280 CROSS SECTION 38255.00 IXTENDW 2.43 FEET 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS 1006.5 1156.5 TYPE- 1 TARGET- 150.000 ELkNCL- 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC SURV. SECN. 38255.000 12.33 522.. 63 .00 .00 524.15 1.32 .04 .86 525.00 14200.0 .0 13815.4 364.6 .0 1481.9 100.6 501.7 59.5 515 -70 .38 .00 9.32 3.82 .000 .035 .050 .000 510.50 1006.50 .002082 20. 20. 20. 5 0 0 .00 150.00 1156.50 - SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH- 510.50 BW- 45.00 STCHL- 2630.00 STCHR- 2890.00 EXCAVATION DATA AIX- 259.29Q -FT VEXR- .4K-CU-YD VEXT+ 21.5K-CU-YD 1 18JUL00 11:07:05 PAGE 64 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH OR ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN EL14IN SSTA SLOPE XLOBL XLCH XIABR LTRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.47 APPROXIMATE CITY LIMITS OF COPPELL 38315.000 13.45 523.95 .00 .00 524.47 .52 .OB .24 521.75 14200.0 .0 14200.0 .0 .0 2454.8 .0 504.5 59.8 520.75 , .38 .00 5.78 .00 .000 .035 .000 .000 510.50 2630.00 .000965 60. 60. 60. 3 0 0 .00 260.00 2890.00 CCHV. .1 OD CEHV- .300 -SECN0 38380.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL. 529.20 EI.ENCR+ 529.20 - DS FACE W BOUND I.H.635 ('n' Values, channel stations and encroachments have been , corrected through 635 by A.H.X.) 38380.000 12.40 523.80 .00 .00 524.66 .86 .09 .30 515.40 14200.0 1426.7 11593.5 1179.8 130.8 1809.9 109.2 507.8 60.2 515.40 .38 10.91 6.41 10.80 .015 .045 .015 .000 511.40 2636.87 .001873 65. 65. 65. 2 0 0 .00 247.12 2865.99 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BARF.A SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 - SECNO 38420.000 CLASS A LAW FLOW 3420 BRIDGE W.S.. 523.78 BRIDGE VFJ.00ITY. 5.64 CALCULATED CHANNEL AREA- 2517. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 524.71 .04 0. 14200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET- 260.000 1 18JUL00 11:07:05 PAGE 65 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL DUDES L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XIOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELENCL- 529.20 ELENCR. 529.20 U.S. FACE W. BOUND IH 635 38420.000 12.34 523.84 .00 .00 524.71 .87 .05 .00 515.50 14200.0 1416.6 11611.9 1171.5 128.9 1798.3 107.7 509.7 60.4 515.50 .38 10.99 6.46 10.88 .015 .045 .015 .000 511.50 2639.10 .001920 40. 40. 40. 0 0 0 .00 246.71 2885.80 • SECNO 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET. 260.000 ELENCL- 529.20 ELENCR. 529.20 VALLEY SECT BTWN I.X. 635 BRIDGES 38500.000 12.18 523.98 .00 .00 524.88 .90 .16 .01 515.80 14200.0 1390.7 11659.3 1150.0 124.2 1768.8 103.7 513.4 60.9 515.80 .39 11.2D 6.59 11.09 .015 .045 .015 .000 511.80 2639.67 .002045 80. 80. 80. 1 0 0 .00 245.65 2885.32 • SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR. 529.20 DS FACE E. BOUND I.H.635 38580.000 11.91 524.11 .00 .00 525.07 .96 .17 .02 516.20 14200.0 1344.0 11744.5 1111.5 115.9 1716.2 96.8 517.0 61.3 516.20 .39 11.60 6.84 11.48 .015 .045 .015 .000 532.20 2640.70 .002295 80. 80. 80. 2 0 0 .00 243.77 2884.47 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 • SECMO 38620.000 CLASS A IOW FLOW 3420 BRIDGE N.S.. 524.09 BRIDGE VELOCITY. 6.28 CALCULATED CHANNEL AREA. 2260. 1 18JULOO 11:07:05 SECNO DEPTH CWSEL CRINS WSELK EG HV HL OLOSS L -BANK ELEV PAGE 66 Q GLOB QCH QROB AlOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB X14L XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EGPRS EGLWC H3 QWEIR QLOW BARER TRAPEZOID ELLC ELTRD WEIRLN AREA .00 525.13 .0S 0. 14200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET. 260.000 ELENCL- 529.20 ELENCR- 529.20 US FACE E. BOUND I.H.635 38620.000 11.86 524.16 .00 .00 525.13 .97 .06 .00 516.30 14200.0 1335.9 11759.3 1104.8 114.5 1707.1 95.6 518.8 61.5 516.30 .39 11.67 6.89 11.55 .015 .045 .015 .000 512.30 2640.88 .002342 40. 40. 40. 0 0 0 .00 243.44 2884.32 • SECNO 18670.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR. 529.20 50' U.S. E. BOUND I.H.635 38670.000 11 -96 524.36 .00 .00 525.27 .92 .13 .01 516.40 14200.0 359.4 13518.6 322.0 117.2 1724.5 97.9 521.0 61.8 516.40 .39 3.07 7.84 3.29 .065 .045 .060 .000 512.40 2640.54 .002992 50. 50. 50. 2 0 0 .00 244.07 2884.60 • SECNO 38850.000 3470 ENCROACHMENT STATIONS- 2388.0 2849.0 TYPE. 1 TARGET. 461.000 NDM %SECTION - BEGIN BERM 38850.000 13.44 525.24 .00 521.77 525.97 .73 .68 .02 516.00 14200.0 3997.4 3815.4 6387.2 895.3 367.4 1228.8 529.9 63.0 516.00 .40 4.47 10.38 5.20 .065 .045 .060 .000 51180 238800 .83 .004024 12. 250. 180. 3 0 0 .00 433..83 2821. • SECNO 39720.000 3301 HV CHANGED MORE THAN NVINS 7470 ENCROACHMENT STATIONS. 740.0 1 2800.0 TYPE. 1 TARGET. 2060.000 18JULD0 11:07:05 PROFILE SECTION Z - SURVEY SECTION 25 PAGE 67 39720.000 10.10 527.10 .00 525.25 527.29 .19 1.27 .05 519.00 14200.0 5973.5 875.1 7351.3 2007.5 126.1 2236.5 557.5 70.4 518.80 .49 2.98 6.94 3.29 .065 .045 .060 .000 517 790.00 .002416 13. 800. 570. 2 0 0 .00 1809.53 2549.53 - SECNO 41180.000 3470 ENCROACHMENT STATIONS. 1650.0 3443.0 TYPE- 1 TARGET- 1793.000 END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.00D 9.95 529.35 .00 527.62 529.43 .07 2.13 .01 521.20 9900.0 5805.1 620.3 3474.6 3231.1 148.5 1518.1 709.2 122.0 521.20 .62 1.80 4.18 2.29 .065 .045 .060 .000 519.40 1650.00 .000856 1300. 1460. 1600. 3 0 0 .00 1348.43 2998.43 • SECNO 41950.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .47 3470 ENCROACHMENT STATIONS- 1070.0 4399.0 TYPE- 1 TARGET- 3329.000 100' DS RADIO RD 41950.000 9.59 530.39 '00 528.65 530.73 .34 1.22 .08 522.10 9900.0 4136.5 1447.3 4316.2 1287.1 167.0 1100.3 775.1 145.2 522.60 .67 3.21 8.67 3.92 .065 .045 .060 .000 520.80 1070.00 .003900 770. 770. 770. 2 0 0 .00 1274.68 2344.68 CCHV- .300 CENV- .500 • SECNO 42050.000 3301 NV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1087.0 4499.0 TYPE. 1 TARGET. 3412.000 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 11.28 531.28 531.28 528.72 532.23 .95 .38 .30 527.10 9900.0 1600.8 7113.3 1185.9 916.0 776.4 602.0 780.7 148.2 527.00 .68 1.75 9.16 1.91 .065 .095 .060 .000 520.00 1087.00 .003798 100. 100. 100. 4 9 0 .00 3340.45 2927.95 1 181TUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV PAGE 68 Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XIOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 529.41 , NOT 531.28 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF IOW FLAW CONTROLS) SB XK XKOR COFQ RDLEN BWC BWP BAR-A SS ELCHU ELCHD 1.05 1.56 3.00 .00 45.00 4.00 430.00 2.00 521.00 521.00 • SECNO 42090.000 6870 D.S. ENERGY OF 532.23 IS HIGHER THAN COMPUTED ENERGY OF 531.57 PRESSURE AND WEIR FLOW, Weil Su1X4e qg . Based - TRAPEZOIDAL Shape EGPRS EGLWC H3 QWEIR QPR BARER TRAPEZOID ELLC ELTRD WEIRLN AREA 544.12 534.26 .00 8402. 1474. 430. 427. 528.6D 529.30 1674. US FACE RADIO RD SECT M26 NOTE - ASTERISK (•) AT LEFT OF 42090.000 11.64 531.64 .00 529.37 532.23 .59 .00 .00 527.10 9900.0 2241.0 6199.8 1459.3 1404.2 804.5 834.1 783.1 149.6 527.00 .68 1.60 7.71 1.75 .065 .045 .060 .000 520.00 839.78 .002563 40. 40. 40. 2 0 6 .00 1707.54 2547.32 ' SECNO 42170.000 27620.000 .00 .00 .00 475.50 3301 MV CHANGED MORE THAN HVINS 492.50 .00 493.78 27620.000 .00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.16 9400.00 494.68 .00 PROFILE SECTION BE - SURVEY SECTION 27 .00 .00 .00 42170.000 11.73 532.43 .00 530.74 532.48 .05 .08 .16 52200 9900.0 4716.7 780.0 4403.2 3439.2 207.8 2924.2 792.0 153.1 522..50 .69 1.37 3.75 1.51 .065 .045 .060 .000 520.70 729.11 .000547 80. 80. 80. 2 0 0 .00 2084.12 2813.22 CCHV. .100 CEHV- .300 483.70 9400.00 502.09 .00 502.98 • SECNO 44200.000 2510.00 .00 .00 983.70 10500.00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, IMTIO - .42 2510.00 44200.000 9.15 534.05 .00 532.81 534.31 .26 1.77 .06 526.80 9900.0 3703.1 2284.6 3912.3 1056.1 334.7 1970.2 970.5 218.6 531.90 .82 3.51 6.83 1.99 .065 .045 .060 .000 524.90 1315.16 .003141 1800. 2030. 1300. 2 0 0 .00 1701. 65 3016.80 I .00 .00 486.80 10500.00 502.14 .00 18JUL00 11:07:05 30189.000 59.00 .00 .00 486.80 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH ARDS VOL 7" R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 45820.000 486.80 10500.00 501.97 .00 509.07 ` 30390.000 45820.000 7.44 539.24 .00 538.44 539.58 .34 5.24 .02 533.00 9900.0 4788.8 1627.7 3483.5 1469.0 186.4 991.2 1054.8 261.6 533.10 .90 3.26 8.73 3.51 .065 .045 .060 .000 531.80 1249.95 .005430 1400. 1620. 1000. 4 0 0 .00 1460.09 2705.04 • SECNO 47450.000 10.00 513.30 510.40 486.80 10500.00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.57 10.00 513.30 47450.000 11.72 543.82 .00 542.49 544.00 .19 4.40 .02 535.80 9900.0 5938.8 1362.2 2598.9 2585.2 198.5 883.6 1149.2 304.7 535.40 1.02 2.30 6.86 2.94 .065 .045 .060 .000 532.10 1269.11 .002205 1250. 1630. 1350. 4 0 0 .00 1459.64 2728.75 .SL CNO 47540.000 .00 .00 486.80 10500.00 502 .98 .00 47540.00D 12.71 543.91 .00 542.43 544.19 .28 .16 .03 542.30 9900.0 4311.5 4211.5 1377.0 2436.1 679.5 824.1 1154.6 307.2 54220 1.03 1.77 6.20 1.67 .065 .045 .060 .000 531.20 172..85 .002366 30. 90. 200. 2 0 0 .00 1990.72 2163.57 • SECNO 47640.000 3280 CROSS SECTION 47640.00 EXTENDED .04 FEET 3370 NORMAL BRIDGE, CORD- 2 MIN ELTRD. 541.70 MAX ELLC- 540.40 97640.000 13.64 544.34 .00 543.39 544.39 .01 .18 .02 541.80 9900.0 6273.9 1753.8 2272.3 3734.2 624.2 1381.2 1165.7 312.0 541.70 1.04 1.68 2.17 1.65 .065 .045 .060 .000 530.70 50.00 .001355 100. 100. 100. 2 0 0 - 108.00 2170.21 2220.21 ' SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED .09 FEET 3370 NORMAL BRIDGE, CORD- 2 MIN ELTRD- 541.70 MAX EI,I.C- 540.40 47670.000 13.69 594.39 .00 543.42 544.43 .05 .04 .00 541.80 9900.0 6283.0 1330.6 2286.4 3605.8 628.1 1412.1 1169.7 313.5 541.70 1.05 1.65 2.12 1.62 .065 .045 .060 .000 530.70 50.00 .001282 30. 30. 30. 1 0 0 - 108.00 2173.09 2223.09 1 18JUL00 11:07:05 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLD L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTW ELMIN SSTA SLOPE ML XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 47720.000 47720.000 13.39 544.39 .00 543.42 544.52 .13 .06 .02 542.10 9900.0 4881.5 3299.3 1719.3 3365.5 733.2 1222.9 1176.1 316.0 542.00 1.05 1.45 4.50 1.41 .065 .045 .060 .000 531.00 80.13 .001127 50. 50. 50. 2 0 0 .00 2125.10 2205.24 • SECNO 48350.000 48350.000 9.62 545.02 .00 543.92 545.35 .33 .77 .06 543.40 9900.0 538.8 6665.8 2695.4 609.6 1255.8 938.7 1225.3 336.0 539.10 1.09 .88 5.31 2.87 .065 .045 .060 .000 535.40 1386.16 .001807 600. 630. 300. 1 0 0 .00 1250.32 2636.48 1 PAGE 69 PAGE 70 18JUL00 11:07:05 PAGE 71 THIS RUN EXECUTED 18JUL00 11:07:05 ............................ NEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1993 NOTE - ASTERISK (•) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIS GRAPEVINE CREEK SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS BG 27620.000 .00 .00 .00 475.50 6700.00 492.50 .00 493.78 27620.000 .00 .00 .00 475.50 9400.00 494.68 .00 495.72 27640.000 .00 .00 .00 975.50 10500.00 495.60 .00 996.92 27620.000 .00 .00 .00 475.50 13400.00 499.50 .00 499.75 30130.000 2510.00 .00 .OD 483.70 6700.00 500.67 .00 501.40 30130.000 2510.00 .00 .00 483.70 9400.00 502.09 .00 502.98 30130.000 2510.00 .00 .00 983.70 10500.00 502.18 .00 503.30 • 30130.000 2510.00 .00 .00 483.70 13400.00 501.72 .00 503.83 30189.000 59.00 .00 .00 486.80 6700.00 500.74 .00 501.68 30189.000 59.00 .00 .00 486.80 9400.00 502.02 .00 503.44 70189.000 59.00 .00 .00 486.80 10500.00 502.14 .00 503.88 30189.000 59.00 .00 .00 486.80 1 34 0 0 . 00 501.75 .00 504.80 • 30190.000 1.00 513.30 510.40 486.80 6700.00 500.65 .00 501.78 • 30190.000 1.00 513.30 510.40 486.80 9400.00 501.89 .00 503.59 • 30190.000 1.00 513.30 510.40 486.80 10500.00 501.97 .00 509.07 ` 30390.000 1.00 513.30 510.40 486.80 13400.00 501.37 .00 505.22 30200.000 10.00 513.30 510.40 486.80 6700.00 500.82 .00 501.91 30200.000 10.00 513.30 510.90 486.80 9400.00 502.18 .00 503.79 30200.000 10.00 513.30 510.40 486.80 10500.00 502.40 .00 504.32 30200.000 10.00 513.30 510.40 986.80 13400.00 503.20 .00 505.89 • 30201.000 1.00 .00 .00 486.80 6700.00 501.10 .00 501.97 • 30201.000 1.00 .00 .00 486.80 9400.00 502.64 .00 503.90 • 30201.000 1.00 .00 .00 486.80 10500.00 502 .98 .00 504 .46 10 -KS VCH AREA .01K 38.33 9.27 869.59 1082.22 30.98 9.04 1630.17 1688.95 24.59 8.43 2158.46 2117.56 7.19 5.39 4638.76 49 9 7 . 35 27.94 8.08 1142.39 1267.43 39.13 9.41 1412.36 1609.00 40.32 10.30 1448.46 1653.56 77.65 14.00 1339.79 1520.67 31.92 7.80 858.41 1185.95 42.72 9.58 981.64 143818 51.40 10.51 993.81 1464..57 97.79 19.02 955.58 1383.64 120.76 1.51 787.48 609.70 114.89 10.48 896..0 710.80 213.70 11.61 904.77 718.27 402.32 15.75 850.95 668.07 115.51 1.35 .02.47 623.40 162.18 10.17 923.88 736.54 193.16 11.13 943.59 755.49 262.13 13.16 1018.08 821 .6 5 28.48 7.50 897.09 1255.49 35.69 9.01 1093.43 1573.51 40.58 9 .75 1076.97 1648.38 30201.000 1.00 .00 .00 486.80 13400.00 504.18 .00 506.12 48.68 11.19 1197.56 1920.58 30250.000 49.00 .00 .00 483.80 6700.00 501.55 .00 502.12 21.29 7.26 1282.36 1452.18 30250.000 49.00 .00 .00 4630 9400.00 501.47 .00 504.10 21.22 7.89 1773.45 2040.65 30250.000 49.00 .00 .00 48 3.80 10500.00 504.02 .00 504.68 21.79 8.19 1952.84 2249.24 • 30250.000 49.00 .00 .00 483.80 13400.00 505.77 .00 506.40 19.42 8.30 2628.82 1040.37 1 18JUL00 11:07:05 PAGE 72 SEQ70 %I.CH II.TRD ELLC EIMIN 0 CNSEL GRINS EG 30•KS VCH AREA .OIK 31310.000 1060.00 .00 .00 987.80 6700.00 503.64 .00 504.14 22.59 6.84 1283.22 1409.70 31310.000 1060.00 .00 .00 487.80 9400.00 505.56 .00 506.05 22.12 7.23 1849.86 1998.57 31310.000 3060.00 .00 .00 487.80 10500.00 506.15 .00 506.65 21.97 7.34 2089.18 2240.17 ` 31310.000 1060.00 .00 .00 487.80 13400.00 507.67 .00 508.13 19.83 7.30 2836.58 3008.86 31480.000 170.00 509.10 506.10 488.00 6700.00 503.99 .00 504.60 28.46 6.26 3070.01 1256.00 31480.000 170.00 509.10 506.10 488.00 9400.00 505.78 .00 506.63 36.20 7.44 1261.53 1562.38 • 31480.000 17D.00 509.10 506.10 488.00 10500.00 506.44 .00 507.45 80.85 8.08 1299.99 1167.75 • 31480.000 170.00 509.10 506.10 488.00 13400.00 507.54 .00 509.19 331.68 10.31 1299.99 1167.75 31500.000 20.00 509.10 506.10 488.00 6700.00 504.06 .00 504.66 28.04 6.23 1076.03 1265.20 31500.000 20.00 509.10 506.30 488.00 9400.00 505.86 .00 506.71 35.57 7.38 1273.12 1576.11 31500.000 20.00 509.10 506.10 488.00 10500.00 506.60 .00 507.61 80.85 8.06 1299.99 1167.75 31500.000 20.00 509.10 506.10 488.00 13400.00 507.80 .00 509.45 131.68 10.31 1299.99 1167.75 31550.000 50.00 .00 .00 488.20 6700.00 504.34 .00 504.79 20.33 6.56 1341.91 1485.80 31550.000 50.00 .00 .00 488.20 9400.00 506.47 .00 6.88.. 2053.74 2203.73 • 31550.000 50.00 .00 .00 488.20 10500. 50 00 507.98 .00 507.83 8 1 15.34 19 666 6.31 2522.55 2680.70 • 31550.000 50.00 .00 .00 488.20 13400.00 509.45 .00 509.73 11.79 5.85 3625.89 3902.16 • 31750.000 200.00 .00 .00 488.64 6700.00 504.83 .00 5D4.97 1.73 2.96 2260.50 3467.48 • 31750.000 200.00 .00 .00 488.64 9400.00 506.86 .00 507.05 4.30 3.45 2727.07 4532.16 • 31750.000 200.00 .00 .00 488.64 10500.00 507.79 .00 507.98 4.30 3.56 2948.56 5062.92 • 31750.000 2DD. 00 .00 .00 488.64 13400.00 509.62 .00 509.86 4.65 3.93 3408.35 6213.15 32740.000 990.00 .00 .00 493.07 6700.00 505.26 .00 505.43 5.72 3.36 1996.77 2800.50 32740.000 990.00 .00 .00 493.07 9400.00 507.34 .00 507.56 6.02 3.78 2483.73 3830.77 32740.000 990.00 .00 .00 493.07 10500.00 508.26 .00 508.49 5.86 3.87 2709.91 4337.23 32740.000 990.00 .00 .00 491.07 13400.00 510.12 .00 510.40 6.01 4.20 319D.96 5466.94 34045.000 1305.00 .00 .00 493.10 6700.00 506.15 .00 506.36 8.91 3.70 1808.74 2245.19 34045,000 1305.00 .00 .00 493.10 9900.00 508.23 .00 508.98 8.13 9.09 2329.61 3295.80 34045.000 1305.00 .00 .00 493.10 30500.00 509.11 .00 509.37 7.65 4.10 2559.48 3796.26 34045.000 1305.00 .00 .00 493.10 33400.00 510.97 .00 511.27 7.30 4.38 3061.97 4959.19 ' 34330.000 285.00 .00 .00 498.07 6700.00 506.41 .00 506.83 26.50 5.23 1280.78 1301.56 ' 34330.000 285.00 .00 .00 498.07 9400.00 508.44 .00 508.87 19.23 5.30 1773.35 2143.85 • 34330.000 285.00 .00 .00 498.07 10500.00 509.30 .00 509.73 36.87 5.27 1993.90 2560.62 34330.000 285.00 .00 .00 498.07 13400.00 511.14 .00 511.59 14.16 5.40 2483.66 3560.84 34870.000 590.00 .00 .00 501.26 6700.00 507.91 .00 508.36 30.02 5.41 1237.86 1222.78 34870.000 590.00 .00 .00 501.26 9400.00 509.56 .00 510.07 24.71 5.73 1639.95 1890.95 34870.000 590.00 .00 .00 501.26 10500.00 510.28 .00 510.80 22.32 5.76 1821.91 2222.36 34870.000 540.00 .00 .00 501.26 13400.00 511.95 .00 512.50 18.94 5.94 2257.40 3079.33 35450.000 580.00 520.30 514.10 500.90 6700.00 509.46 .00 509.85 22.06 5.03 1330.70 1426.35 35450.000 580.00 520.30 514.10 500.90 9400.00 530.92 .00 511.41 21.66 5.64 1666.17 2019.86 35450.000 580.00 520.30 514.10 500.90 10500.00 511.53 .00 512.05 20.91 5.80 1811.33 2296.25 35450.000 580.00 520.30 514.10 500.90 33400.00 513.12 .00 513.68 21.81 6.03 2221.49 2869.08 1 18JULOO 11:07:05 PAGE 73 SECNO X1.Cli ELTRD ELLC E1MIN Q CWSEL CRINS EG 10-KS VCH AREA .DIK 35570.000 120.00 520.30 514.10 500.90 6700.00 509.74 .00 510.10 19.04 4.80 1395.30 3535.41 35570.000 120.00 520.30 514.10 500.90 9400.00 511.2D .00 511.66 19.23 5.43 1731.73 2143.31 35570.000 120.00 520.30 514.10 500.90 10500.00 511.81 .00 512.29 18.80 5.60 1875.35 2421.62 35570.000 120.00 520.30 514.10 500.90 13400.00 513.41 .00 513.94 19.66 5.81 2305.40 3021.80 • 35770.000 200.00 .00 .00 499.81 7300.00 510.09 .00 510.88 61.72 7.11 1027.03 929.19 ' 35770.000 200.00 .00 .00 499.81 10000.00 511.52 .00 512.37 49.19 7.38 1354.61 1425.79 • 35770.000 200.00 .00 .00 499.81 11200.00 512.10 .00 512.98 45.85 7.50 1492.53 1654.11 35770.000 200.00 .00 .00 499.81 14200.00 513.69 .00 514.57 36.41 7.54 1882.65 2353.39 • 35970.000 200.00 .00 .00 501.20 7300.00 511.03 .00 511.34 10.25 4.42 1650.13 2280.28 • 35970.000 200.00 .00 .00 501.20 10000.00 512.42 .00 512.82 11.18 5.07 1970.85 2990.26 • 35970.000 200.00 .00 .00 501.20 11200.00 512.99 .00 513.93 11.49 5.32 2105.16 3304.58 • 35970.000 200.00 .00 .00 501.20 14200.00 514.47 .00 514.99 11.47 5.76 2465.75 4193.41 • 36070.000 100.00 .00 .00 501.42 7300.00 511.02 .00 511.65 23.18 6.40 1140.69 1516.37 • 36070.000 100.00 .00 .00 501.42 10000.00 512.37 .00 513.20 25.22 7.30 1370.21 1991.43 • 36070.000 100.00 .00 .00 501.42 11200.00 512.92 .00 513.83 25.86 7.63 1466.94 2202.38 ' 36070.000 100.00 .00 .00 501.42 14200.00 514.37 .00 515.42 25.64 8.21 1729.70 2804.33 36360.000 290.00 .00 .00 502.00 7300.00 571.60 .00 512.24 17.71 6.40 1141.40 1734.60 36360.000 290.00 .00 .00 502.00 10000.00 513.01 .00 513.83 18.91 7.25 1379.85 2299.63 36360.000 290.00 .00 .00 502.00 11200.00 513.59 .00 514.47 19.26 7.56 1480.65 2551.73 36360.000 290.00 .00 .00 502.00 14200.00 515.03 .00 516.06 19.20 8.15 1743.04 3241.08 18220.000 40.00 .00 .00 504.00 7300.00 511.16 .00 512.77 9.11 10.17 717.60 2418.92 38220.000 40.00 .00 .00 504.00 10000.00 512.37 .00 574.56 10.49 11.94 837.73 3087.78 38220.000 40.00 .00 .00 504.00 11200.00 512.84 .00 515.]3 11.06 12.65 885.27 3367.08 78220.000 40.00 .00 .00 509.00 14200.00 514.06 .00 517.15 11.89 14.10 1007.28 4118.93 18232.000 12.00 .00 .00 504.00 7300.00 511.18 .00 512.78 9.07 10.16 718.61 2424.32 38232.000 12.00 .00 .00 504.00 10000.00 512.39 .00 514.60 10.42 11.91 639.47 3097.88 38232.000 12.00 .00 .00 504.00 11200.00 512.87 .00 515.15 11.00 12.63 887.05 3377.68 38232.000 12.00 .00 .00 504.00 14200.00 514.09 .00 577.17 11.82 14.07 1009.07 4130.29 • 3:235.000 3.00 .00 .00 510.50 7300.00 515.99 515.99 518.73 21.16 13.28 553.57 1586.86 • 38235.000 1.00 .00 .00 510.50 10000.00 517.37 517.27 520.62 19.97 14.72 694.29 2237.99 ` 38235.000 3.00 .00 .00 510.50 11200.00 517.79 517.79 521.41 19.63 15.29 751.78 2527.95 • 38235.000 3.00 .00 .00 510.50 14200.00 519.05 519.05 523.25 18.52 16.49 893.74 3299.91 • 38255.000 20.00 .00 .00 510.50 7300.00 518.21 516.04 519.28 31.23 8.35 897.50 1306.27 • 38255.000 20.00 .00 .00 510.50 30000.00 520.16 517.20 521.33 25.74 8.74 1182.01 1970.99 • 38255.000 20.00 .00 .00 510.50 11200.00 520.97 517.65 522.17 23.91 8.90 1302.93 2290.40 38255.000 20.00 .00 .00 510.50 14200.00 522.83 .00 524.15 20.82 9.12 1582.49 3112.10 38315.000 60.00 .00 .00 510.50 7300.00 519.03 .00 519.58 19.80 5.95 1226.50 1640.44 38315.000 60.00 .00 .00 510.50 30000.00 521.11 .00 521.63 14.88 5.83 1716.11 2592.16 38315.000 60.00 .00 .00 510.50 11200.00 521.96 .00 522.48 12.95 5.78 1937.33 3111.87 • 38315.000 60 .00 .00 .00 510.50 14200.00 523.95 .00 524.47 9.65 5.78 2454.76 4571.18 1 s 18JUL00 11:07:05 PAGE 74 SECNO XLCN ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10•KS VCN AREA .01K • 38380.000 65.00 .00 .00 511.40 7300.00 518.94 .00 519.94 69.72 7.67 928.90 874.29 • 38380.000 65.00 .00 .00 513.40 10000.00 521.00 .00 521.88 34.57 6.90 1382.99 1700.77 • 38360.000 65.00 .00 .00 511.40 11200.00 521.89 .00 522.71 27.94 6.71 1577.54 2118.94 38380.000 65.00 .00 .00 511.40 14200.00 527.80 .00 524.66 38.73 6.41 2049.88 3280.99 -� 38920.000 40.00 532.80 528.70 ... 5111150 51903 .00 .8 520 03 70.5 770 . 924.99 868.94 38420.000 40.00 532.80 528.70 5 .50. 1 730000 0000.00 521.05 .DO 521.95 15.46 6.95 3372.50 1679.28 38920.000 90.00 572.80 528.70 511.50 11200.00 521.89 .00 522.77 28.67 6.76 1565.39 2091.76 38420.000 40.00 532.80 528.70 511.50 34200.00 523 .8 4 .00 524.71 19.20 6.46 2034.90 3241.09 38500.000 80.00 .DO .00 511.80 7300.00 519.67 .00 520.54 54.52 7.10 999.40 988.70 - 38500.000 80.00 .00 .00 511.80 10000.00 521.33 .00 522.21 35.86 6.98 1367.97 1670.03 38500.000 80.00 .00 .00 511.80 11200.00 522. 1I .00 521.01 29.74 6.89 1548.23 2053.60 38500.000 80.00 .00 .00 511.80 34200.00 523.98 .00 524.88 20.45 6.59 1996.62 3140.00 t 38580.000 80.00 .00 .00 512.20 7300.00 520.12 .00 520.97 52.72 7.07 1009.47 1005.37 38580.000 80.00 .00 .o0 512.20 10000.00 521.61 .00 522.54 38.34 7.13 1340.80 1614.98 38580.000 80.00 .00 .00 572.20 11200.00 522.12 .00 523.27 32.60 7.05 3506.34 1961.65 38580.000 80.00 .00 .00 512.20 14200.00 524.11 .00 525.07 22.95 6.84 1928.90 2964.31 38620.000 40.00 532.80 528.70 512.30 7300.00 520.18 .00 521.05 54.01 7.08 1002.22 993.34 38620.000 40.00 532.80 528.70 512.30 10000.00 521.67 .00 522.62 39.26 7.18 1331.32 1595.96 ? 38620.000 40.00 572.80 528.70 512.30 11200.00 522.39 .00 523.35 33.92 7.10 1495.11 1937.27 38620.000 40.00 532.80 528.70 512.30 14200.00 524.16 .00 525.13 23.42 6.89 1917.23 2939.44 38670.000 50.00 .00 .00 512.40 7300.00 520.54 .00 521.32 51.32 7.14 1058.66 1018.99 38670.000 50.00 .00 .00 512.40 10000.00 521.95 .00 522.83 42.88 7.61 1372.13 1527.07 38670.000 50.00 .00 .00 512.40 11200.00 522.63 .00 523.53 38.51 7.73 1528.96 1804.81 38670.000 50.00 .00 .00 512.40 14200.00 524.36 .00 525.27 29.92 7,84 1939.62 2596.21 • 38850.000 250.00 .00 .00 511.80 7300.00 521.77 521.77 523.18 101.93 12.99 1015.93 723.07 38850.000 250.00 .00 .00 511.80 10000.00 522.92 .00 524.10 79.48 12.55 1501.60 1121.69 38850.000 250.00 .00 .00 511.80 11200.00 523.56 .00 524.56 65.20 13.89 1768.24 1387.06 38850.000 250.00 .00 .00 511.80 14200.00 525.24 .00 525.97 40.24 10.38 2491.46 2238.42 • 39720.000 800.00 .00 .00 517.00 7300.00 525.25 .00 525.45 26.53 6.32 2232.01 1917.34 • 39720.000 800.00 .00 .00 517.00 10000.00 525.96 .00 526.19 29.17 7.02 2747.58 3851.49 • 39720.000 800.00 .00 .00 517.00 11200.00 526.23 .00 526.98 29.72 7.23 3021.21 2054.57 39720.000 800.00 .00 .00 517.00 14200.00 527.10 .00 527.29 24.16 6.94 4370.08 2888.89 41180.000 1460.00 .00 .00 519.40 5100.00 527.62 .00 527.68 8.57 3.64 2859.68 1741.71 41180.000 1960.00 .00 .00 519.40 7000.00 528.94 .00 528.51 8.94 ].87 3772.52 2409.80 41180.000 1460.00 .00 .00 519.40 7900.00 528.74 .00 528.81 8.51 3.98 4103.47 2707.49 41180.000 1460.00 .00 .00 519.40 9900.00 529.35 .00 529.43 8.56 4.18 4897.79 3383.74 ' 41950.000 770.00 .00 .00 520.80 5100.00 528.65 .00 529.05 43.20 7.87 1144.60 775.90 • 41950.000 770.00 .00 .00 520.80 7000.00 529.45 .00 529.87 44.30 8.57 1541.33 1051.75 ' 93950.000 770.00 .00 .00 520.80 7900.00 529.77 .00 530.17 43.37 8.71 1834.96 1199.55 • 41950.000 770.00 .00 .00 520.80 9900.00 530.39 .00 530.73 39.00 8.67 2554.36 1585.29 1 18JUL00 11:07:05 PAGE 75 SECNO XLCN ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10•KS VCN AREA .OIK 42050.000 100.00 .00 .00 520.00 5100.00 528.73 .00 529.93 52.72 8.85 576.39 702.38 42050.000 100.00 .00 .00 520.00 7000.00 529.24 .00 531.24 79.37 13.36 616.45 785.79 • 42050000 100.00 .DO .00 520.00 7900.00 529.36 .00 531.83 95.70 12.61 627.99 807.54 • 42050..000 100.00 .00 .00 520.00 9900.00 531.28 531.28 532.23 37.98 9.16 2294.40 1606.38 • 42090.000 40.00 529.30 528.60 520.00 5100.00 529.37 .00 530.40 39.79 8.13 627.09 808.48 • 42090.000 40.00 529.30 528.60 520.00 7000.00 529.24 .00 531.24 79.25 11.35 616.71 786.29 • 42090.000 40.00 529.30 528.60 520.00 7900.00 531.19 .00 531.83 25.61 7.97 2301.02 1561.19 • 42090.000 40.00 529.30 528.60 520.00 9900.00 531.64 .00 532.23 25.63 7.71 3042.76 1955.39 • 42170.000 80.00 .DO .00 520.70 5100.00 530.74 .00 530.79 6.56 3.68 3358.30 1991.01 • 42170.000 80.00 .00 .00 520.70 7000.00 531.89 .00 531.92 4.29 3.21 5462.69 3379.06 • 42170.000 80.00 .00 .00 520.70 7900.00 532.04 .00 532.08 4.80 3.43 5768.33 3607.29 ' 92170.000 80.00 .00 .00 520.70 9900.00 532.43 .00 532.48 5.47 3.75 6571.17 4232.94 • 94200.000 2030.00 .00 .00 524.90 5100.00 532.81 .00 533.20 41.00 6.88 1509.89 796.53 • 44200.000 2030.00 .00 .00 529.90 7000.00 533.30 .00 533.66 40.68 7.22 2162.39 1097.53 • 44200.000 2030.00 .00 .00 524.90 7900.00 533.56 .00 533.88 36.78 7.05 2558.68 1302.60 • 44200.000 2030.00 .00 .00 524.90 9900.00 534.05 .00 534.31 31.41 6.83 3361.06 1766.57 45820.000 1620.00 .00 .00 531.80 5100.00 538.94 .00 538.69 38.76 6.80 1601.35 819.21 45820.000 1620.00 .00 .00 531.80 7000.00 538.89 .00 539.15 43.33 7.36 2162.82 1088.90 45820.000 1620.00 .00 .00 531.80 7900.00 539.01 .00 539.30 46.02 7.86 2311.89 1164.58 45820.000 1620.00 .00 .00 531.80 9900.00 539.24 .00 539.58 54.70 8.73 2646.62 1343.53 47450.000 1630.00 .00 .00 532.10 5100.00 592.49 .00 592.70 23.02 6.37 1945.00 1063.03 47450.000 1630.00 .00 .00 532.10 7000.00 593.07 .00 543.27 23.37 6.70 2637.26 1447.93 • 47450.000 1630.00 .00 .00 532.10 7900.00 543.33 .00 543.52 22.70 6.73 2983.25 1658.29 • 97450.000 I630. 00 .00 .00 532.10 9900.00 543.82 .00 544.00 22.05 6.86 3667.31 2108.34 • 47540.000 90.00 .00 .00 531.20 5100.00 542.43 542.43 593.11 43.89 7.43 1355.77 769.81 47540.000 90.00 .00 .00 531.20 7000.00 543.09 .00 593.56 34.09 6.94 2372.67 1199.74 47540.000 90.00 .00 .00 531.20 7900.00 543.39 .00 543.76 28.82 6.56 2931.79 1471.66 47540.000 90.00 .00 .00 531.20 9900.00 543.91 .00 544.19 23 .6 6 6.20 3919.72 2035.08 • 47640.000 100.00 541.70 540.40 530.70 5100.00 543.39 .00 543.42 12.82 1.93 3732.70 1429.25 • 47640.000 100.00 541.70 540.40 530.70 7000.00 543.77 .00 543.8 13.87 2.08 4512.72 1879.25 • 47640.000 100.00 541.70 540.40 530.70 7900.00 543.95 .00 5439 13.96 2.13 4887.12 2114.59 47640.000 100.00 541.70 540.40 530.70 9900.00 544.34 .00 544.39 13.55 2.17 5739.55 2689.02 47670.000 30.00 541.70 540.40 530.70 5100.00 543.42 .00 543.45 11.94 1.87 3825.51 1475.68 97670.000 30.00 593.70 540.90 530.70 7000.00 59].81 .00 543.85 17.07 2.03 4605.29 3936.49 47670.000 30.00 541.70 540.40 530.70 7900.00 543.99 .00 544.03 13.21 2.08 4979.03 2173.88 47670.000 30.00 54 1. 70 540.40 530.70 9900.00 544.39 .00 544.43 12.82 2.12 5895.98 2764.58 47720.000 50.00 .00 .00 531.00 5100.00 543.92 .00 543.53 9.04 3.79 3354.62 1695.84 47720.000 50.00 .00 .00 531.00 7000.00 543.81 .00 543.93 10.65 4.19 4119.08 2145.12 47720.000 50.00 .00 .DO 531.00 7900.00 543.99 .00 544.12 11.03 4.32 4485.90 237866 .25 47720.000 50.00 .00 .00 531.00 9900.00 544.39 .00 544.52 11.27 4.50 5321.67 2949. 1 18JUL00 11:07:05 PAGE 76 SECNO XI.CR ELTRD ELIC ELMIN Q CWSEL CRIWS EG 30•KS VCN AREA .OIK 48350.000 630.00 .00 .00 535.40 5100.00 543.92 .00 544.08 10.00 3.55 1716.14 1612.39 98750.000 630.00 .00 .00 535.40 7000.00 544.40 .00 544.64 13.89 4.40 2084.66 1878.09 48350.000 630.00 .00 .00 535.40 7900.00 544.60 .00 549.87 15.39 4.72 2314.05 2013.51 48350.000 630.00 .00 .00 535.40 9900.00 545.02 .00 545.35 18.07 5.31 2804.07 2329.25 1 18JUL00 11:07:05 GRAPEVINE CREEK PAGE 77 SUMMARY PRINTXIT TABLE 150 SECNO Q CWSEL DIPWSP DIFWSX DIPKWS TOPWID XLCN 27620.000 6700.00 492.50 .00 .00 .00 232.51 .00 27620.000 9400.00 494.68 2.18 .00 .00 481.38 .00 27620.000 10500.00 495.60 .92 .00 .00 590.55 .00 27620.000 13400.00 499.50 3.90 .00 .00 727.23 .00 30130.000 6700.00 500.67 .00 8.17 .00 155.08 2510.00 30130.000 9400.00 502.04 1.37 7.36 .00 233.99 2510.00 3013 0. 000 10500.00 502.18 .15 6.58 .00 242.29 2510.00 ` 30130.000 13400.00 501.72 -.46 2.22 .00 222.30 2510.00 30189.000 6700.00 500.74 .00 .07 .00 93.92 59.00 30189.000 9400.00 502.02 1.28 -.02 .00 97.67 59.00 70189.000 10500.00 502.14 .32 -.04 .00 98.13 59.00 30189.000 13400.00 501.75 -.39 .03 .00 97.06 59.00 • 30190.000 6700.00 500.65 .00 -.08 .00 86.66 I.00 • 30190.000 9400.00 501.89 1.23 -.13 .00 90.485 1.00 • 30190.000 70500.00 501.97 .09 -17 .00 90.75 1.00 • 30190.000 13400.00 501.37 -.60 -..38 .00 88.90 1.00 30200.000 6700.00 500.82 .00 .17 .00 87.20 10.00 30200.000 9400.00 502.18 1.36 .30 .00 91.12 10.00 30200.000 10500.00 502.40 .21 .42 .00 91.46 10.00 30200.000 13400.00 503.20 .80 1.83 .00 92.73 10.00 • 30201.000 6700.00 501.10 .00 .28 .00 95.05 1.00 • 30201.000 9400.00 502.64 1.54 .46 .00 99.19 1.00 ' 30201.000 10500.00 502.98 .34 .59 .00 99.89 1.00 ` 30201.000 13400.00 504.18 1.19 .98 .00 102.90 1.00 30250.D00 6700.00 501.55 .00 .45 .00 205.24 49.00 30250.000 9400.00 503.47 1.92 .83 .00 307.04 49.00 30250.000 10500.00 504.02 .55 1.04 .00 337.50 49.00 • 30250.000 2340D. 00 505.77 1.75 3.59 .00 439.15 99.00 31310.000 6700.00 503.64 .00 2.09 .00 193.59 1060.00 31310.000 9400.00 505.56 1.91 2.08 .00 382.20 1060.00 31310.000 10500.00 506.15 .60 2.13 .00 41911 1060.00 33310.000 13400.00 507.67 1.52 1.90 .00 542..50 1060.00 314:0.000 6700.00 503.99 .00 .35 .00 105.44 170.00 31480.000 9400.00 505.78 1.78 .22 .00 111.72 170.00 • 31480.000 10500.00 506.44 .66 .28 .00 118.84 170.00 ' 33480.000 13400.00 507.54 1.10 -.14 .00 119.32 170.00 1 18JUL00 11:07:05 SECNO Q CWSEL DIFWSP DIPWSX DIFKWS TOPWID XLCN PAGE 78 31500.000 6700.00 504.06 .00 .06 .00 105.68 20.00 31500.000 9400.00 505.86 1.80 .09 .00 112.33 20.00 33500.000 10500.00 506.60 .74 .16 .00 118.91 20.00 31500.000 13400.00 507.80 1.20 .26 .00 119.43 20.00 31550.000 6700.00 504.34 .00 .28 .00 200.98 50.00 31550.000 9400.00 506.47 2.12 .60 .00 413.79 50.00 • 31550.000 10500.00 507.48 1.03 .86 .00 513.93 50.00 • 31550.000 13400.00 509.45 1.97 1.65 .00 606.40 50.00 • 31750.000 6700.00 504 .83 .00 .49 .00 223.15 200.00 • 31750.000 9400.00 506. :6 2.03 .40 .00 236.37 200.00 ' 31750.000 10500.00 507.79 .92 .31 .00 243.25 20 0. 00 ' 31750.000 13400.00 509.62 1.84 .17 .00 256.85 200.00 32740.000 6700.00 505.26 .00 . .00 225.02 990.00 32740.000 9400.00 50734 2.08 .443 7 .00 242.47 990.00 32740 . 000 10500.00 508..26 .92 .47 .00 250.16 990.00 32740.000 13400.00 510.12 1.87 .50 .00 265.78 990.00 34095.000 6700.00 506.15 .00 .859 .00 243.88 1305.00 34095.000 9400.00 508.23 2.08 .89 .00 257.80 1305.00 34045.000 10500.00 509.11 .88 .85 .00 263.71 1305.00 34045.000 13400.00 510.97 1.86 .85 .00 276.19 1305.00 ` 34330.000 6700.00 506.41 .00 .26 .00 235.60 285.00 • 34330.000 9400.00 508.44 1.03 .21 .00 251.00 285.00 • 34330.000 10500.00 509.30 .86 .19 .00 257.60 285.00 34330.000 13400.00 511.14 1.84 .17 .00 271.68 285.00 39870.000 6700.00 507.91 .00 1.50 .00 237.49 540.00 34870.000 9400.00 509.56 1.65 1.12 .00 249.12 540.00 34870.000 10500.00 510.28 .72 .98 .00 254.20 540.00 34870.000 13400.00 511.95 1.67 .81 .00 265.98 540.00 35450.000 6700.00 509.96 .00 1.55 .00 225.92 580.00 35450.000 9400.00 510.92 1.46 1.36 .00 234.79 580.00 75450.000 10500.00 511.53 .61 1. 25 . 00 238.52 58000 35450.000 13400.00 513.12 1.59 1.16 .00 284.60 580..00 35570.000 6700.00 509.74 .00 .28 .00 227.65 120.00 35570.000 9400.00 511.20 1.96 .29 .00 276.98 120.00 35570.000 10500.00 511.81 .60 .2a .00 240.15 120.00 35570.000 13400.00 513.43 1.61 .29 .00 288.82 120.00 • 35770.000 7300.00 510.09 .00 .35 .00 223.70 200.00 • 35770.000 10000.00 511.52 1.43 .32 .00 234.91 200.00 ' 35770.000 11200.00 512.10 .58 .30 .00 239.48 200.00 35770.000 14200.00 513.69 1.59 .28 .00 251.95 200.00 18JUL00 11:07:05 SECNO Q CWSEL DIFWSP DIFWS% DI FKWS TOPWID 7(LCN PAGE 79 • 35970.000 7300.00 511.03 .00 .94 .00 227.00 200.00 0 • 35970 000 10000.00 512.42 1.39 .90 .00 235.33 200.00 • 35970.000 11200.00 512.99 .57 .89 _00 238.73 200.00 • 35970.000 14200.00 514.47 1.48 .78 .00 247.62 200.00 • 36070.000 7300.00 513.02 .00 -.02 .00 165.58 100.00 ' 36070.000 10000.00 512.37 1.75 -.OS .00 173.70 100.OD • 36070.000 11200.00 512.92 .55 -.07 .00 177.01 300.00 • 36070 .0 00 14200.00 514.37 1.45 -.10 .00 185.70 100.00 36360000 7300.00 511.60 00 59 00 165.60 29000 36360..000 10000.00 513.01 3.. . . 41 .64 .00 374.03 290.00 36360.000 11200.00 513.59 .57 .67 .00 177.47 290..00 36360.000 34200.00 515.03 3.44 .66 .00 186.13 290.00 38220.000 7300.00 511.16 .00 -.44 .00 100.14 40.00 38220.000 30000.00 512.37 1.21 -.64 .00 100.17 90.00 38220.000 11200.00 512.84 _47 -.74 .00 300.18 40.00 38220.000 14200.00 514.06 1.22 -.97 .00 100.20 40.00 38232.000 7300.00 513.18 .00 .02 .00 100.14 12.00 38232.000 10000.00 512.39 1.21 .02 .00 100.17 12.00 38232.000 1 120 0. 00 512.87 .41 .03 .00 100.18 12.00 3B232. 000 14200.00 519.09 1.22 .03 .00 300.20 12.00 • 3:235.000 7300.00 515.99 .00 4.81 .00 110.05 3.00 • 38235.000 10000.00 517.27 1.28 9.88 .00 110.07 3.00 • 38235.000 11200.00 517.79 .52 9.92 .00 110.07 3.00 • 38235.000 14200.00 519.05 1.26 4.96 .00 116.52 3.00 • 3 :255.000 7300.00 518.21 .00 2.22 .00 143.15 20.00 • 38255.000 10000.00 520.16 1.95 2.89 .00 198.99 20.00 • 38255.000 11200.00 520.97 .B1 3.18 .00 150.00 20.00 38255.000 14200.00 522.83 1.86 3.78 .00 150.00 20.00 38315.000 7300.00 519.03 .00 .82 .00 217.76 60.00 38315.000 10000.00 521.11 2.07 .95 .00 253.55 60.00 38315.000 11200.00 521.96 .86 1.00 .00 260.00 60.00 • 38315.000 14200.00 523.95 1.99 3.12 .00 260.00 60.00 • 38380.000 7300.00 518.99 .00 -.30 .00 214.07 65.00 ' 38380.000 30000.00 521.00 2.06 -.11 .00 228.04 65.00 ' 38380.000 11200.00 521.84 .84 -.13 .00 233.77 65.00 38380.000 14200.00 523.80 1.96 -.15 .00 247.12 65.00 38420.000 1300.00 519.03 00 .09 .00 21396 40.00 38920.000 10000.00 521.05 2..03 .06 .00 227..73 40.00 38420.000 11200.00 521.89 .81 .05 .00 233.42 40.00 38420.000 14200.00 523.84 1.96 .04 .00 246.71 40.00 1 1BJUL00 11:07:05 PAGE 80 SECNO Q CWSEL DIFWSP DIFWSX DIFWWS TOPWID XLCH 38500.000 7300.00 519.67 .00 .65 .00 216.31 80.00 38500.000 10000.00 521.33 1.66 .21 .00 227.59 80.00 38500.000 11200.00 522.11 .78 .22 .00 232.92 80.00 38500.000 14200.00 523.98 1.87 .14 .00 245.65 80.00 38580.000 7300.00 520.12 .00 .45 .00 216.62 :0.00 38580.000 10000.00 521.61 1.49 .27 .00 226.78 80.00 38580.000 11200.00 522.32 .72 .22 .00 231.69 8 0 . 00 38580.000 14200.00 524.11 1.79 .13 .00 243.77 80.00 38620.000 7300.00 520.18 .00 .07 .00 216.40 40.00 38620.000 10000.00 521.67 1.49 .07 .00 226.50 40.00 38620.000 11200.00 522.39 .72 .06 .00 231.36 40.00 38620.000 14200.00 524.16 1.78 .05 .00 243.44 40.00 3:670.000 7300.00 520.54 .00 .36 .00 218.36 50.00 38670.000 10000.00 521.95 3.41 .28 .00 227.72 50.00 38670.000 11200.00 522.63 .68 .25 .00 232.35 50.00 38670.000 14200.00 524.36 1.72 .19 .00 244.07 50.00 • 38850.000 7300.00 521.77 .00 1.22 .00 379.24 250.00 38850.000 10000.00 522.92 1.16 .97 1.16 419.01 250.00 38850.000 11200.00 523.56 .63 .92 1.79 422.97 250.00 38850.000 14200.00 525.24 1.69 .89 3.48 433.83 250.00 • 39720.000 7300.00 525.25 .00 3.48 .00 645.91 800.00 • 39720.000 10000.00 525.96 .71 3.03 .71 915.54 800.00 • 39720.000 11200.00 526.23 .28 2.68 .98 1089.45 800.00 39720.000 14200.00 527.10 .B7 1.85 1.85 1809.53 800.00 41380.000 5100.00 527.62 .00 2.37 .00 941.96 1460.00 411:0.000 7000.00 528.49 .B2 2.48 .:2 1207.67 1960.00 41180.000 7900.00 528.79 .31 2.51 3.32 3252.89 1460.00 41180.000 9900.00 529.35 .61 2.25 1.73 13 48 .4 3 1460.00 • 41950.000 5100.00 528.65 .00 1.03 .00 359.40 770.00 • 41950.000 7000.00 529.45 .80 1.01 .80 644.50 770.00 • 41950.000 7900.00 529.77 .32 1.03 1.12 1017.77 770.00 • 41950.000 9900.00 530.79 .61 1.04 1.74 3274.68 770.00 42050.000 5100.00 528.72 .00 .07 .00 78.00 100.00 42050.000 7000.00 529.24 .52 -_21 .52 78.00 100.00 • 42050.000 7900.00 529.76 .72 -.91 .64 119.39 100.00 • 92050.000 9900.00 531.28 1.92 .90 2.57 1340.45 100.00 • 42090.000 5100.00 529.37 .00 .65 .00 78.00 90.00 • 92090.000 7000.00 529.24 -.13 .00 -.33 78.00 90.00 • 42090.000 7900.00 53119 195 1.83 3.82 1488.54 40.00 • 42090.000 9900.00 531. . . 64 .45 .36 2.27 1707.54 40.00 1 18JULOO 11:07:05 PAGE 81 SECNO Q CWSEL DIFWSP DIFWSX DIFWSS TOPWID XLCH • 42170.000 510000 530.74 00 3.37 .00 1683.96 80.00 • 42170.000 7000..00 537.89 1..15 2.65 7.15 1962.07 80.00 • 42170000 790000 532.04 .15 .85 3.30 1996.47 80.00 • 42170..000 9900..00 532.43 .39 .79 1.69 2084.12 80.00 • 44200.000 5100.00 532. . 81 00 2.07 .00 1259.93 2030.00 ' 44200.000 7000.00 533.30 .49 1.41 .49 1414.65 2030.00 3 3 • 44200 000 7900.00 533.56 .26 1.52 75 1561.75 2030.00 • 44200.000 9900.00 534.05 .49 1.62 1..24 1701.65 2030.00 45820.000 5100.00 538.44 .00 5.63 .00 1091.74 1620.00 /5820.000 7000.00 538.89 .45 5.59 .45 1361.82 1620.00 45820.000 7900.00 539.01 .12 5.45 .57 1393.38 1620.00 45820.000 9900.00 539.24 .24 5.19 .80 1460.09 1620.00 47450.000 5100.00 542.49 .00 4.05 .00 1097.80 1630.00 47450.000 7000. 00 . 54307 .57 4.18 .57 1290.01 1630.00 • 97450.000 7900.00 543.33 .26 4.32 .84 1349.01 1630.00 • 97950.000 9900.00 543.82 .49 4.58 1.32 1459.64 1630.00 ' 47540.000 5100.00 542.43 .00 -.06 .00 1436.63 90.00 47540.000 7000.00 543.09 . . 66 02 .66 1705.03 90.00 47540.000 7900.00 543.39 . .30 .06 96 1880.40 90.00 47540.000 9900.00 593.9 1 .52 .09 1.48 1990.72 90.00 • 47640.000 5100.00 543.39 .00 .95 .00 1983.40 100.00 • 47640.000 7000.00 543.77 .38 .68 .38 2051.73 100.00 • 97640.000 7900.00 543.95 .11 .56 .56 2095.74 100.00 47640.000 9900.00 544.34 .40 .43 .96 2170.21 100.00 47670.000 5100.00 543.42 . 00 .04 .00 1992.15 30.00 47670.000 7000.00 543.81 . .38 .04 38 2067.94 30.00 47670.000 7900.00 543.99 .18 .04 .56 2104.73 30.00 47670.000 9900.00 544.39 .40 .04 .96 2173.09 30.00 47720.000 5100.00 543./2 .00 -.01 .00 193 50.00 47720.000 7000.00 543.81 .39 .00 .39 2007.55 50.00 47720.000 7900.00 543.99 .18 .00 .57 2043.08 50.00 47720.000 9900.00 544.39 .40 .00 .97 2125.10 50.00 48350.000 5100.00 543.92 .00 .SO .00 404.31 630.00 48350.000 7000.00 594.40 .4: .59 .48 1065.94 630.00 48350.000 7900.00 549.60 .20 .61 .68 1170.81 630.00 4 8 350. 0 0 0 9900.00 545.02 .42 .63 1.10 1250.32 630.00 1 18JULO0 11:07:05 SUMMARY OF ERRORS AND SPECIAL NOTES PAGE 82 WARNING SECNO- 30130.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 30190.000 PROFILE. 3 CIONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROFILE- 4 CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- .30201.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 30250.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31480.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31480.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31550.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNI MG SECNO- 31550.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31750.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31750.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31750.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31750.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34330.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34330.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34330.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35770.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARN ING SECNO. 35770.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35770.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 35970.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35970.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35970.000 PROFILE- 3 CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35970.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 36070.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 36070.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 36070.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 36070.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO. 38235.000 PROFILE. 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38235.000 PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38235.000 PROFILE. 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 38235.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38235.000 PROPILE- 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38235.000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 3:235.000 PROFILE- 3 CRITICAL DEPTH ASSUMED CAUTION SECNO- 1 38235.000 PROF LE 3 PROBABLE MINIMUM SPECIFIC ENERGY 18JMOO 11:07:05 CAUTION SECNO- 38235.000 PROFILE- 3 20 TRIALS ATTEMPTED '10 BALANCE WSEL PAGE 83 CAUTION SECNO- 38235.000 PROFILE. 4 CRITICAL DEPTH ASSUMED CAUTION SECNO. 38235.000 PROFILE- 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38235.000 PROFILE. 4 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNG- 38255.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 38255.000 PROFILE. 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO. 38255.000 PROFILE- 3 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECHO. 38315.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 38380.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 38380.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 38380.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 38850.000 PROFILE. 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38850.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY WARNING SECNO- 39720.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 39720.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 39720.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SE 0- 41950.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SE 0- 41950.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41950.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAING SECNO- 41950.000 RN PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42050.ODO CAUTION SE Q= 42050.000 PROFILE- PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CRITICAL DEPTH ASSUMED "�++ g CAUTION SECNO- 42050.000 PROFILE= 4 MINIMUM SPECIFIC ENERGY CAITI'ION SECNO- 42090.000 PROFILE- 1 HYDRAULIC JUMP D.S. CAUTION SECNO- 42090.000 PROFILE- 2 HYDRAULIC JUMP D.S. CAUTION SECNO- 42090.000 PROFILE- 3 HYDRAULIC JUMP D.S. WARNING SECNO- 42090.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 42090.000 PROFILE- 4 HYDRAULIC JUMP D.S. WARNING SECNO- 42170.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42170.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42170.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE iB A WRNING SECNO- 42170.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE R WANING SE 0- 44200.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47450.000 WARNING SECNO- 47450.000 PROFILE• PROPI LE = 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 47540.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 47540.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY WARNING SECNO- 47640.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 18JUL00 11:07:05 PAGE 84 T WARNING SE 0- 47640.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS Appendix C FIS Duplicate Effective Floodway HEC -2 Model FRPORTFWA.DAT 1 . ........... ..............................+ .... + +.+.. +...............+... +..... + +. •• XEC -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 03FEB00 ..........................•.... TIME 14:01:22 • ' ........ ........................ (916) 756 -1104 + :..e... x x xxx xxxx xxxxx xxxxx x x x x x x x x x x x x XXXXXY xxxx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx 1 03FEB00 14:01:22 PAGE 1 THIS RUN EXECUTED 03FEB00 14:01:22 HEC -2 MATER SURFACE PROPII.FS Vezeion ... + +......! May 1991 • .................•.. T1 GRAPEVINE CREEK, COPPELL,OALIJVS COUNTY, TEXAS- REVISED PROJECT FW T2 100 YEAR F.I.S. IMP. CHANNEL FROM SW TO 635 4 FREEPORT&DROP&SW&RR T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 4 495.60 J2 NPROF IPLOT PR PVS XSECV XSECH FN ALLDC IBM CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 110 200 QT 6 6700 9400 10500 13400 11300 10500 NC .065 .070 .045 .1 .3 ET 4.4 STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 xi 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1 GR 495.1 1422 492.3 1443 991.4 1500 989.0 1600 491.5 1700 GR 491.6 1713 492.2 1731 492.0 1746 493.3 1 493.0 1900 OR 493.2 1926 476.6 1955 474.6 1960 473.9 1965 974.4 1970 GR 477.7 1978 979.3 1988 4874 1992 489.2 2000 495.2 2026 OR 499.1 2100 499.0 2200 502..2 2300 504.8 2400 506.2 2500 GR 506.8 2600 508.4 2700 NC .065 .065 .045 .1 .3 PROPILE SECTION T - SURVEY SECTION 19 %1 30130 20 2180 2222 1600 2000 2510 -0.1 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GR 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 GR 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2400 GR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 NC .3 .5 ET 90.2 X1 30189 42 2138 2263 59 59 59 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515.0 1600 514.6 1700 51{2 1800 513.7 1900 OR 513.4 2000 513.2 2100 513.3 2138 510..2 2138 5039 2153 GR 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491..5 2180 GR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 GR 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 2298 1 03 FEB00 14:01:22 PAGE 2 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 5137 2400 OR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515..1 2900 OR 515.4 3000 515.6 3100 . ET 90.21 PROFILE SECTION U - SURVEY SECTION 20 ST. LOUIS - SOUTHWESTERN R.R. X1 30190 58 2138 2263 1 1 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 OR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515 1600 514.6 1700 51 4. 2 1800 513.7 1900 OR 513.4 2000 513..0 2 2100 513.3 2138 510.2 2138 503.9 2153 OR 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 OR 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 2180 GR 510.4 2181 991.5 2181 487.2 2194 510.4 2199 510.4 2195 GR 487.2 2195 486.8 2207 510.4 2207 510.4 2208 486.8 2208 GR 487.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 OR 510.4 2234 510.4 2235 494.5 2235 500.2 2248 510.4 2248 GR 510.4 2249 500.2 2249 507.2 2260 510.4 2263 513.4 2263 GR 5137 2400 514.0 2500 514.4 2600 514.5 2700 534.7 2800 GR 515..1 2900 515.4 3000 515.6 3100 ET 90.21 %1 30200 10 10 10 X2 1 ET 90.2 X1 30201 42 2138 2263 1 1 1 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 CR 575.3 1500 515.0 1600 514.6 1700 519.2 1800 513.7 1900 OR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 502.0 2354 494.1 2166 494.1 2167 992.5 2173 991.5 2180 GR 991.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 OR 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 2248 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 5137 2400 GR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515..1 2900 GR 515.4 3000 515.6 3100 NC .1 .3 ET 8.1 2067 2222 X1 30250 20 2180 2222 49 49 49 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GR SO1.B 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 GR 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2400 OR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 ET 8.1 1734 1920 %1 31310 19 1863 1920 750 S00 1060 -0.4 OR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 OR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 J GR 4BB .2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 GR 519.8 2200 515.8 2300 516.4 2400 516.8 2500 1 03FEB00 14:01:22 PAGE 3 ET 8.1 1000 2700 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. X1 31480 33 1795 1915 170 170 170 BT 2 1795 509.1 506.1 1915 509.1 506.1 ' GR 517.3 1000 516.7 1100 515.3 1200 512.9 1300 510.3 1400 GR 508.5 1500 508.1 1600 508.4 1700 509.1 1795 504.5 1797 OR 495.2 1816 493.3 1826 506.3 1826 506.1 1829 493.3 1829.1 GR 488.7 1845 488.0 3849 493.1 1884 506.1 1884 506.1 1887 GR 491.1 1887 494.6 1889 505.6 1933 505.9 1915 509.1 1915 GR 511.1 2000 513.1 2100 514.9 2200 516.1 2300 516.6 2400 GR 517.1 2500 517.1 2600 516.8 2700 ET 8.1 1000 2700 X1 31500 20 20 20 X2 1 ET 8.1 1000 2500 X1 31550 19 1 :63 1920 50 50 50 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GR 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 OR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC .065 .06 .045 .1 .3 ET 8.1 1000 1268 -- HALFF ASSOC. SURV. SECN. AA X1 31750 10 1000 1268 180 220 200 GR 509.6 1000 492.74 1071 492.34 1150 490.54 1158 490.74 1173 GR 489.94 1189 488.6{ 1192 489.34 1196 493.04 1203 513.06 1268 ET B.1 1000 1293.5 HALFP ASSOC. SURV. SECN. BB X1 32740 13 1000 3293.5 990 990 990 GR 511.47 1000 495.57 1067 493.77 1089 493.57 1106 495.77 1117 GR 493.27 1128 493.07 1132 493.17 1137 494.37 1157 493.67 3203 GR 510.37 1272.5 511.17 1286.5 512.67 1293.5 ET 8.1 1000 1351 HALFF ASSOC. SURV. SECN. CC X1 34045 19 1000 1351 1305 1305 1305 GR 518.5 1000 499.9 1069 499.3 1081 498.3 1093 499.3 1101 GR 499.3 1128 497.6 1142 493.1 1162 496.1 1182 499.5 1197 GR 499.6 1207 997.7 1216 995.0 1236 497.8 1237 498.9 1244 GR 498.9 1268 512.93 1310 513.73 1324 516.53 1351 El 8.1 1000 1334 HALFF ASSOC. SURV. SECN. DD X1 34330 16 1000 1334 285 285 285 OR 518.23 1000 502.47 1065 499.17 1092 498.67 1097 498.87 1137 OR 499.47 1123 500.57 1133 499.37 1176 498.07 1187 499.17 1194 OR 500.37 1202 502.27 1225 502.57 1271 514.63 1313 515.53 1326 GR 517.83 1334 1 03FEB00 14:01:22 PAGE 4 - ET 8.1 1000 1332 HALFF ASSOC. SURV. SECN. EE X1 34870 30 1000 1332 540 540 540 Gft 539.25 1000 501.96 1066 502.36 1144 501.76 1148 501.26 1158 OR 501.76 1166 502.76 1375 502.06 1262 518.85 1316 520.25 1332 ET 8.1 1000 1302 HALFF ASSOC. SURV. SECN. FP MOVED 120' D.S. TO FACE FREEPORT PKWY X1 35450 13 1002 1302 580 580 580 BT 2 1000 521.5 515.8 1302 520.3 514.1 OR 521.5 1000 515.8 1000 514.2 1002 512.1 1029 505.6 1049 OR 503.1 1075 5001 1150 505.3 1225 504.8 1249 512.1 1271 GR 512.8 1300 514..9 1302 520.3 1302 ET 8.1 1000 1302 HALPP ASSOC. SURV. SECN. FF U.S. FACE PRE PORT PKWY. X1 35570 120 120 120 X2 1.0 QT 6 7300 10000 11200 14200 17000 11200 El 8.1 1000 1316 X1 35770 14 1000 1316 200 200 200 .B GR 520.11 1000 505.81 1057 504.01 1083 501.71 1093 499.01 1100 OR 502.11 1308 504.71 1114 504.31 1159 503.71 1368 503.61 1174 GA 503.91 1189 504.71 1204 507.01 1258 522.01 1316 ET a' 1000 1264.9 HALPF ASSOC. SURV. SECN. GG (TRANSITION BACK TD NATURAL CHANNEL) %1 35970 30 1000 1264.9 200 200 200 CI 1131 503.2 .040 3 3 -180 Cl 1131 501.2 .040 4 4 20 OR 519.01 1000 510.31 1071 509.11 1096.4 504.51 1116.4 499.41 11314 GR 505.01 1144.4 507.51 3158.4 508.11 1186.9 520.41 1257.9 521.21 1264..9 NC .3 .5 ET 8.1 1000 1300 HALFF ASSOC. SURV. SECN. "A• X1 36070 14 1128 1204 130 60 100 Cl 1166 503.42 .040 3 3 -120 CI 1166 501.42 .040 4 4 20 OR 520.50 1000 518.1 1078 514.8 1096 512.9 1113 512.7 112: OR 505.6 1142 501 1166 504.7 1193 513.8 1204 514.3 1228 GR 516.3 1258 516.6 1264 520 1300 522 1450 ET 8.1 1000 1245 HALF? ASSOC. SURV. SECN. •B• X1 36360 9 1125 1162 290 290 290 CI 1145 504 .035 3 3 -120 CI 1145 502 .035 4 4 20 GR 522 1000 517.4 1093 513.4 1125 504.4 1135 501.4 1145 GR 504.4 1159 511.7 1162 514.5 1196 517.6 1245 1 03FEB00 14:01:22 PAGE 5 NC .05 .050 .015 ET 8.1 1000 1250 BEGIN CONCRETE LINING X1 38220 8 1056 1107 40 40 40 .4 CI -1 504 .015 .01 .01 -100 CI .O1 GR 522.4 1000 514 1056 504.1 1065 502 1082 504.1 1098 GR 514.54 51 1107 6.7 1207 520 1250 ET 8.1 1000 1250 BOTTOM OF 6.5' DROP STRUCTURE Xi 38232 12 12 12 CI -1 504 .015 .01 .O1 TOP OF 6.5' DROP STRUCTURE, END CONCRETE X1 38235 3 3 3 CI -1 510.5 .015 '01 .01 X3 1021.5 525 1141.5 525 HALFF ASSOC. SURV. SECN. X1 38255 20 20 20 CI -1 510.5 .035 3 3 -90 X3 1006.5 525 1156.5 525 E T 8.1 2630 2890 APPROXIMATE CITY LIMITS OF COPPELL %1 38315 8 2670 2860 60 60 60 CI -1 510.5 .035 10 30 -45 OR 525.8 2630 515 2670 514 2740 510.5 2752 510.5 2772 GR 514 2784 515 2860 524.7 2890 NC .015 .015 .045 .1 .3 ET 8.1 2660 3500 DS FACE M BOUND I.H.635 X1 38380 15 2670 2860 65 65 65 .4 CI .01 X3 10 2630 529.2 2890 5292 GR 559.4 0 548.5 300 531.5 1400 525..8 2630 515.0 2670 OR 514.0 2740 511.0 2752 511.0 2772 514.0 2784 515.0 2860 GR 524.7 2890 521.2 3800 521.2 4200 526.0 5400 534.3 5500 SB 1.05 1.2 -2.5 105 4 3920 7.5 511.0 511.0 ET 8.1 2660 3400 U.S.PACE N. BOUND IH 635 XI 38420 40 40 40 .1 X2 1 528.7 532.8 X3 10 2630 529.2 2890 529.2 BT 6 559.5 300 556.5 1400 539.5 ST 3800 529.2 4200 529.2 5500 534.3 I 03FEB00 14:01:22 PAGE 6 ET 8.1 2670 2870 VALLEY SECT BTNN IH 635 BRIDGES X1 38500 80 80 80 .3 X3 2630 529.2 2890 529.2 NC .015 .015 .045 E T 8.1 2670 2870 DS FACE E. BOUND IH 635 X1 38580 'o 80 BO .4 X3 10 1630 529.2 2890 529.2 SB 1.05 1.2 -2.5 105 4 3920 7.5 512.2 512.2 ET 8.1 2650 3390 DS FACE E. BOUND I.X. 635 X1 38620 40 40 4D .1 X2 1 528.7 532.8 X3 30 2630 529.2 2890 529.2 BT 6 559.5 300 556.5 1400 539.5 ST 3800 529.2 4200 529.2 5500 534.3 NC .065 .060 .045 ET 8.1 2675 2865 50' V.S. E. BOUND I.N. 635 %1 38670 50 50 50 .1 X3 2630 529.2 2890 529.2 NC .065 .060 .045 ET 5.1 2388 2849 8.1 2503 2823 MOM %SECTION - TOPO SECTION FROM GROUND SURVEY X1 38850 28 2566 2598 12 180 250 - GR 529 1000 528 1420 527 1850 526 2080 525 2240 GR 524 2340 523 2380 522 2410 521 2455 520 2490 GR 519 2532 518 2548 517 2557 516 2566 515 2572 GR 512 2580 511.8 2583 512 2586 515 2595 516 2598 GR 517 2620 518 2640 519 2665 520 2715 521 2775 GR 521 2795 525 2820 529 2850 ET 5.1 740 2800 8.1 1592 1995 PROFILE SECTION 2 - SURVEY SECTION 25 X1 39720 28 1713 1726 13 570 800 GR 526.5 300 526.5 400 526.5 700 526.5 800 526.5 900 OR 526.5 1000 526.3 1100 526.2 1200 525.9 1300 525.7 1400 GR 525.7 1500 519.5 1600 519.3 1700 519.0 1713 517.1 1715 GR 517 1723 518.8 1726 521.4 1800 .522.4 1900 522.5 2000 GR 524.4 2100 526.0 2200 526.4 23DO 526.7 2900 526.9 2500 GR 527.3 2600 528.0 2700 528.6 2800 OT 6 5100 7000 7900 9900 6200 7900 ET 5.1 1650 3443 8.1 2010 2610 1 03FEB00 14:01:22 PAGE 7 END OF A.H.H. CHANNEL IMPROVEMENT DATA X1 41180 16 2536 2552 1300 1600 1460 GR 532 430 527.5 1000 528.2 1740 525 2264 523 2420 GR 521.2 2536 519.4 2542 519.4 2546 521.2 2552 522 2612 GR 525 2754 526 2759 528 2781 529 2944 530 3096 GR 530 3444 ET 5.1 1070 4399 8.1 1435 1945 100' DS RADIO RD X1 41950 29 1791 1810 770 770 770 0.1 GR 540.0 0 539.0 100 538.0 200 537.0 300 536.0 400 OR 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 1400 OR 529.4 1500 5297 1600 527.9 1700 524.5 1713 522.0 1791 OR 521.7 1797 520..7 1800 521.7 1808 522.5 1810 525.8 1900 OR 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2400 OR 530.6 2500 530.8 2600 540.0 3700 550.0 4400 NC 3 5 ET 5.1 1087 4499 8.1 1764 1840 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 X1 42050 36 1764 1842 100 300 100 X3 10 529.5 529.3 OR 540.0 0 538.0 200 536.0 400 534.0 600 532.0 800 OR 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 OR 529.8 1500 529.6 160'0 529.7 1700 529.7 1763.99 537.1 1764 OR 520.1 1771 520.1 1782 520.0 1785 520.1 1803 520.1 1821 OR 520.6 1824 520.6 1829 527.0 1842 529.8 1842.01 529.5 1900 OR 529.3 2000 529.9 2100 530.7 2200 531.1 2300 531.2 2400 OR 531 2500 531.8 2600 532.1 2700 532.5 2800 54 0. 0 3800 GR 550..5 0 4500 SB 1.05 1.53 3.0 45 4.0 430 2 521 521 ET 8.1 1390 1960 US FACE RADIO RD SECT 826 X1 42090 40 40 40 X2 1 528.6 529.3 X3 10 529.7 529.5 BT -36 0 540 200 538 400 536 ST 600 534 B00 532 1000 530.2 ST 1100 530.1 1200 530.3 1300 530.1 ST 1400 530 1500 529.8 1600 529.6 BT 1700 529.7 1763.99 529.7 1764 529.7 BT 1781 529.7 1786 529.7 17 529.7 BT 1803 529.7 1825 529.7 1828 529.7 ST 1833 529.7 1842 529.7 1842.01 529.7 IT 1900 529.5 2000 529.3 2100 529.9 BT 2200 530.7 2300 531.1 2400 531.2 BT 2500 531.5 2600 531.8 2700 532.1 ST 2 80 0 532.5 3800 540 4500 550 1 03FEB00 14:01:22 PAGE B ET 8.1 1200 2210 PROFILE SECTION BB - SURVEY SECTION 27 X1 42170 28 1791 1810 80 80 80 OR 540 0 539.0 100 538.0 200 537.0 300 536.0 400 OR 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 1400 OR 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 1791 OR 521.7 1797 520.7 1800 52 1. 7 1808 522.5 1810 525.8 1900 OR 528.2 2000 529.7 2100 52 9. 8 2200 530.2 2300 530.4 2500 OR 530.6 2500 530.8 2600 540.0 3800 NC .1 .3 ET 8.1 1620 2200 PROFILE SECTION CC - SURVEY SECTION 28 X1 44200 32 1740 1786 1800 1300 2030 OR 550.0 600 548.0 650 546.0 700 544.0 750 542.0 B00 OR 535.9 1000 535.2 1100 534.3 1200 534.1 1300 533.8 1400 OR 533.2 150D 530.8 1600 528.8 1644 52 7. 7 1700 526.8 1740 OR 529.9 1757 525.4 1768 531.9 1786 531.9 1800 532.2 1900 GR 532.7 2000 572.6 2100 532.5 2200 532.0 2300 533.2 2400 GR 531.8 2500 532.3 2600 532.5 2700 532.9 2800 533.3 2900 OR 533.5 3000 550.0 3500 OT 6 5100 7000 7900 9900 7500 7900 ET 8.1 1774 2404 PROFILE SECTION DD - SURVEY SECTION 29 X1 45820 26 2160 2187 1400 1000 1620 OR 541.7 1000 540.7 1100 539.6 1200 5388 .8 1300 538.6 1400 OR 538.2 1500 538.8 1548 538.7 1562 537. 1600 537.7 1700 OR 538.2 1800 537.8 1900 538.2 2000 538.4 2000 533.4 2094 OR 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 OR _ 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 OR 540.0 2800 ET 8.1 1980 2400 PROFILE SECTION EE - SURVEY SECTION 30 X1 47450 26 2349 2369 1250 1350 1630 OR 545.7 1000 544.9 1100 544.3 1200 543.6 1300 592.8 1400 OR 542.5 1500 542.1 1600 541.7 1700 541.1 1800 591.0 1900 GR 540.8 2000 541.2 2100 541.6 2166 541.6 2182 541.4 2200 OR 540.3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 OR 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 2700 OR 544.6 2800 ET 8.1 990 1591 100' DS COUNTY LINE RD X1 47540 35 1511 1591 30 200 90 .5 OR 544.3 SD 543.6 150 542.8 250 542.5 350 592.1 450 OR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 OR 541.3 3100 591.3 1200 541.2 1300 541.7 1400 541.7 1500 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 OR 534.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 1591 OR 541.7 1591 541.4 1600 541.6 1700 541.9 1800 541.5 1900 OR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 1 03FEB00 14:01:22 PAGE 9 ET 8.1 645 1755 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 X3 47640 41 1511 1591 100 100 100 BT 2 1511 541.8 540.4 1591 541.7 540.4 OR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 OR 541.7 550 5 41 .1 650 591.0 750 540.8 850 541.2 950 OR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 OR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GR 540.4 1535 540.4 1537 534.0 1537 534.5 1542 514.9 1594 CR 535.3 1565 540.4 1565 540.4 1567 535.3 1567 536.4 1584 GR 538.4 1591 511.7 1591 541.4 1600 541.6 1700 541.9 1800 OR 591.5 1900 543.0 2000 542.8 2012 542.4 2100 544.0 2200 GR 545.7 2300 ET 8.1 684 1702 U.S. FACE COUNTY LINE RD SECT 831 X1 47670 30 30 30 1 X2 1 ET 8.1 750 1622 50' VB COUNTY LINE RD X1 47720 35 1511 1591 50 50 50 GR 544.3 50 543.6 150 542.8 250 542.5 .3 350 542.3 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GR 591.3 1100 541.3 1200 591.2 1300 541.7 1400 591.7 1500 GR 543.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GR 534.5 1542 534.9 1599 535.3 1565 536.4 1584 538.4 1591 GR 541.7 1593 54 1. 4 1600 541.6 1700 541.4 1800 541.5 1900 OR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET 8.1 2130 2370 PROFILE SECTION GO - SURVEY SECTION 32 X1 48350 25 2130 2300 600 300 630 GR 549.5 1000 546.9 1100 546.8 1200 545.7 1300 544.9 1400 GR 544.1 1500 549.5 1600 544.1 1700 544.2 1800 544.0 1900 OR 543.9 2000 549.2 2100 543.4 2130 . 537.9 2154 535.4 2200 GR 537.7 2257 539.1 2300 539.6 2400 539.6 2423 543.2 2451 GR 544.1 2500 544.5 3 2600 595.9 2700 546.6 2800 547.7 2900 03FEBOO 14:01:22 SECNO DEPTH CWSEL CRIWS WSELK EG KV HL OLOSS L -BANK ELEV PAGE 30 0 GLOB OCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VIAB VCH VROB XNL XNCH XNR WTN E1MIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -PROF 1 0 CCHV- .100 CEMV. .300 • SECNO 27620.000 STARTING WSEL FROM KIMLEY MORN PIS UPDATE MAY 1990 27620.000 20.10 495.60 .00 495.60 496.42 .82 .00 .00 494.80 10500.0 2714.6 7542.1 243.3 1167.8 895.1 95.5 .0 .0 489.00 .00 2.32 8.43 2.55 .065 .045 .070 .000 475.50 1930.25 .002459 50. 50. 50. 0 0 0 .00 590.55 2020.80 C.. .100 CEHV. .300 • SECNO 30130.000 PROFILE SECTION T - SURVEY SECTION 19 30130.000 18.48 502.18 .00 .00 503.30 1.12 6.80 .09 492.30 10500.0 4999.4 6000.1 .5 864.5 582.6 1.4 82.1 16.6 501.90 .08 5.20 10.30 .40 .065 .045 .065 .000 483.70 1989.12 .004032 1600. 2510. 2000. 2 0 0 .00 242.29 2231.41 CCHV. .300 CEHV. .500 • SECNO 30189.000 3301 HV CHANGED MORE THAN HVI NS 30189.000 15.34 502.14 .00 .00 503.88 1.73 .27 .31 513.30 10500.0 .0 10500.0 .0 .0 993.8 .0 83.8 16.8 513.40 .08 .00 10.57 .00 .000 .045 .000 .000 486.80 2153.92 .005140 59. 59. 59. 2 0 0 .00 98.13 2252.05 • SECNO 30190.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .49 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD- 513.30 MAX ELLC. 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST. LOUIS - SOUTHWESTERN R.R. 1 03FEB00 14:01:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV PAGE 11 Q QLDB QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLAB VCH VROS XNL XNCH XNR WIN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 30190.000 15.17 501.97 .00 .00 504.07 2.09 .O1 .18 513.30 10500.0 .0 10500.0 .0 .0 904.8 .0 83.8 16.8 513.40 .08 .00 11.61 .00 .000 .045 .000 .000 486.80 2159.04 .021370 1. 2 0 0 .00 90.75 2251.79 • SECND 30200.000 3265 DIVIDED FLAW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC. 510.40 30200.000 15.60 502.40 .00 .00 504.32 1.92 .20 .05 513.30 10500.0 .0 10500.0 .0 .0 943.6 .0 84.0 16.9 513.40 .08 .00 11.13 .00 .000 .045 .000 .000 486.80 2154.00 .019316 10. 30. 10. 2 0 0 .00 91.46 2252.46 • SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 2.18 30201.000 16.18 502.98 .00 .00 504.46 1.48 .01 .13 513.30 10500.0 .0 1 0500. 0 .0 .0 1077.0 .0 84.0 16.9 513.40 .O8 .00 9.75 .00 .000 .045 .000 .000 486.80 2153.48 .004058 1. 1. 1. 3 0 0 .00 99.89 2253.37 CCHV. .100 CEHV. .300 • SECNO 30250.000 3301 KV CHANGED MORE THAN HVINS 30250.000 20.22 504.02 .00 .00 504.68 .66 .14 .08 492.40 10500.0 5056.7 5371.2 72.1 1230.2 655.7 66.9 85.7 17.1 502.00 .OB 4.11 8.19 1.08 .065 .045 .065 .000 483.80 1950.46 .002179 49. 49. 49. 2 0 0 .00 337.50 2287.96 • SECNO 31310.000 31310.000 18.35 506.15 .00 .00 506.65 .50 1.95 .02 490.70 10500.0 6288.8 4211.2 .0 1515.5 573.7 .0 124.7 23.8 509.20 .12 4.15 7.39 .00 .065 .045 .000 .000 487.80 1494.60 .002197 750. 1060. 500. 2 0 0 419.11 1913.71 1 .00 03FEBOO 14:01:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV PAGE 12 0 QLOB QCH OROB AIlDB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 31480.000 3301 HV CHANGED MORE THAN HVINS MORE 3302 WARNING: CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .52 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 18.44 506.44 .00 .00 507.45 1.01 .65 .16 509.10 10500.0 .0 10500.0 .0 .0 1300.0 .0 1J 1.3 24.6 509.10 .13 .00 8.08 .00 .000 .045 .000 .000 488.00 1196.16 .008085 170. 170. 170. 2 0 0 -40.03 118.84 1915.00 • SECNO 31500.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD- 509.10 MAX ELLC. 506.10 31500.000 18.60 506.60 .00 .00 507.61 1.01 .16 .00 509.10 10500.0 .0 10500.0 .0 .0 1300.0 .0 131.9 24.9 509.10 .13 .00 8.08 .00 .000 .045 .000 .000 488.00 1796.09 .008085 20. 20. 20. • SECND 31550.000 2 0 0 -59-25 118.91 1915.00 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.30 31550.000 19.28 507.48 .00 .00 507.83 .35 .15 .07 491.10 10500.0 6576.3 3923.7 .0 1900.8 621.7 .0 134.1 25.2 509.60 .13 3.46 6.31 .00 .065 .045 .000 .000 488.20 1901.70 .001534 50. 50. 50. 2 0 0 .00 513.93 1915.63 CCHV- .100 CEHV- .300 - SECNO 31750.000 3 03FEB00 14:01:22 SECNO DEPTH CWSEL CRIME WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EI24IN SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IOC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.89 HALF P ASSOC. SURV. SECN. AA 31750.000 19.15 507.79 .00 .00 507.98 .20 .14 .02 509.60 10500.0 .0 10500.0 .0 .0 2948.6 .0 146.2 26.9 513.06 .15 .00 3.56 .00 .000 .045 .000 .000 488.64 1007.63 .000430 180. 200. 220. 2 0 0 .00 243.25 1250.88 - SECNO 32740.000 HALPP ASSOC. SURV. SECH. BB 32740.000 15.19 508.26 .00 .00 508.49 .23 .49 .01 511.97 10500.0 .0 10500.0 .0 .0 2709.9 .0 210.5 32.5 512.61 .22 .00 3.87 .00 .000 .095 .000 .000 493.07 1013.54 .000586 990. 990. 990. 2 0 0 .00 250.16 1263.70 - SEC34O 34045.000 RALFP ASSOC. V. SECN. CC 34045.000 16.01 509.11 .00 .00 509.37 .26 .97 .O3 SIB. 50 10500.0 .0 10500.0 .0 .0 2559.5 .0 289.5 40.2 516.53 .31 .00 4.10 .00 .000 .045 .000 .000 493.10 1034.85 .000765 1305. 1305. 1305. 2 0 0 .00 263.71 1298.55 . SECNO 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .67 HALPF ASSOC. SURV. SECN. DO 34330.000 11.23 509.30 .00 .00 509.73 .43 .31 .05 518.23 10500.0 .0 10500.0 .0 .0 1993.9 .0 304.4 41.9 517.83 .32 .00 5.27 .00 .000 .045 .000 .000 498.07 1036.83 .001681 285. 285. 285. 0 0 0 .00 257.60 1294.44 - SECNO 34870.000 HALPF ASSOC. SURV. SECN. BE 39870.000 9.02 510.28 .00 .00 510.80 .52 1.04 .03 519.25 10500.0 .0 10500.0 .0 .0 1821.9 .0 328.0 45.0 520.25 .35 .00 5.76 .00 .000 .045 .000 .000 501.26 1034.24 .D02232 540. 540. 540. 2 0 0 .00 254.20 1288.44 I 03FEBO0 14:01:22 SECNO DEPTH CWSEL CHINS WSELK EG HV HL OLDS S L -BANK ELEV Q QLOB QCH QROB AIOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCN VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECNO 35450.000 3370 NORMAL BRIDGE, MRD. 2 MIN ELTRD- 520.30 MAX ELLC. 514.10 HALF ASSOC. SURV. SECN. PP MOVED 120• D.S. TO PACE PRE PORT PKWY 35450.000 10.63 511.53 .00 .00 512.05 .52 1.25 .00 514.20 10500.0 .0 10500.0 .0 .0 1811.3 .0 352.2 48.3 520.30 .38 .00 5.80 .00 .000 .045 .000 .000 500.90 1030.16 .002091 580. 580. 580. 2 0 0 .00 238.52 1269.28 - SECNO 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 520.30 MAX ELLC. 514.10 HALF P ASSOC. SURV. SECN. PP U.S. FACE FREEPORT PKWY. 35570.000 10.91 511.81 .00 .00 512.29 .49 .24 .00 514.20 10500.0 .0 10500.0 .0 .0 1875.4 .0 357.3 49.0 520.30 .38 .00 5.60 .00 .000 .045 .000 .D00 500.90 1029.93 .001880 120. 120. 120. 1 0 0 .00 240.15 1270.09 -SECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATI0 .68 35770.000 12.29 512.10 .00 .00 512.98 .87 .57 .12 520.91 11200.0 .0 11200.0 .0 .0 1492.5 .0 365.0 50.1 522.81 .39 .00 7.50 .00 .000 .045 .000 .000 499.81 1035.11 .004585 200. 200. 200. 2 0 0 .00 239.48 1274.59 - SECNO 35970.000 CHIMP CLSTA- 1131.00 CELCH- 503.20 Bf1- 180.00 STCHL- 1000.00 STCHR: 1264.90 CHIMP CLSTA. 1131.00 CELCH 501.20 BW- 20.00 STCHL- 1000.00 STCHR- 1264.90 EXCAVATION DATA AEX. 15 7.1SQ -FT VEXR. .OK -CU -YD VEXT- .OK -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.00 HALPP ASSOC. SURV. SECN. GO (TRANSITION BACK TO NATURAL CHANNEL) 35970.000 11.79 512.99 .00 .00 513.43 .44 .41 .04 516.87 11200.0 .0 11200.0 .0 .0 2105.2 .0 373.3 51.2 517.83 .40 .00 5.32 .00 .000 .040 .000 .000 501.20 1011.64 .001149 200. 200. 200. 2 0 0 .00 238.73 1250.36 I 03P ®00 14:01:22 S DEPTH CWSEL CRIWS WSELK EG HV HL OL.DSS L -BANK ELEV Q QI.OB QCH QROB AIOB ACH AROB VOL TWA R -BANK BLEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST CCHHV- .300 CEHV- .500 - SECNO 36070.000 CHIMP CLSTA. 1166.00 CELCH- 503.42 BW. 120.00 STCHL. 1060.33 STCHR- 1266.15 CHIMP A. 1166.00 CELCH- 501.42 ON- 20.00 STCHL- 1060.33 STCHR- 1266.15 EXCAVATION DATA AEX- IIOO.BSQ -PT VEXR. 4.9K -CU -YD VEXT- 4.9K -CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 HALPP ASSOC. SURV. SECN. •A• 36070.000 11.50 512.92 .00 .00 513.83 .91 .17 .23 518.64 11200.0 .0 11200.0 .0 .0 1466.9 .0 377.4 51.7 516.80 .40 .00 7.63 .00 .000 .040 .000 .000 501.42 1077.50 .002586 130. 100. 60. 2 0 0 .00 177.01 1254.50 - SECNO 36360.000 CHIMP C1STA- 1145.00 CELCH- 504.00 BW- 120.00 STCHL- 1036.40 STCHHR. 1245.00 CHIMP CLSTA= 1145.00 CELCH- 502.00 BW- 20.00 STCHL- 1036.40 STCHR- 1245.00 EXCAVATION DATA AEX- 1532.7SQ -FT VEXR- 14.1K -CU -YD VEXT- 19.1K -CU -YD HALFF ASSOC. SURV. SECN. •B' 36360.000 11.59 513.59 .00 .00 514.47 .89 .64 .O1 520.20 11200.0 .0 11200.0 .0 .0 1480.7 .0 387.2 52.8 517.33 .42 .00 7.56 .00 .000 .035 .000 .000 502.00 1056.26 .001926 290. 290. 290. 2 0 0 .00 177.47 1233.74 - SECNO 38220.000 CHIMP CLSTA 1081.50 CELCH. 504.00 BW= 100.00 STCHL- 1031.36 STCHHR. 1131.61 EXCAVATION DATA AEX- 6 8.450 -FT VEXR. 1.6K -CU-YD VEXT- 20.7K -CU-YD PAGE 13 PAGE 14 PAGE 15 3301 RV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 8.84 512.84 .00 .00 515.31 2.49 .06 .80 518.10 11200.0 .0 11200.0 .0 .0 885.3 .0 388.3 53.0 515.47 .42 .00 12.65 .00 .000 .015 .000 .000 504.00 1031.41 .001106 40. 40. 40. 3 0 0 .00 100.18 7131.59 1 03FEB00 14:01:22 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS L -BANK ELEV Q QLOB QCA QROB ALOB ACH AROS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XML XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL.OBR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECND 38232.000 CHIMP CLSTA- 1081.50 CELCH. 504.00 BN. 100.00 STCHL- 1031.36 STCHR. 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR- .3K -CU -YD VEXT. 21.OK -CV -YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 8.87 512.87 .00 .00 515.35 2.48 .03 .00 518.10 11200.0 -o 11200.0 .0 -0 887.0 .0 388.5 53.0 515.47 .42 .00 12.63 .00 .000 .015 .000 .000 504.00 1031.41 .001100 12. 12. 12, 0 0 0 .00 100.18 1131.59 - SECNO 38235.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 100.00 STCHL. 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX. 7.1SQ -FT VEXR- .OK -CU -YD VEXT. 21.OK -CU -YD 3301 KV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 ELENCR- 525.00 TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 7.29 517.79 517.79 .00 521.41 3.62 .00 .57 518.09 11200.0 .0 11156.6 43.4 .0 729.7 22.0 388.6 53.0 515.47 .42 .00 15.29 1.97 .000 .015 .050 .000 510.50 3031.43 .001963 3. 3. 3. 20 15 0 .00 110.07 1141.50 - SECNO 38255.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA AEX- 131.OSQ -FT VEXR- .OX -CU -YD VEXT. 21.IK -CU -YD 3280 CROSS SECTION 38255.00 EXTENDED .57 PEET 3301 HV CHANGED MORE THAN HVINS 3 03F 00 14:01:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL O1.OSS L -BANK ELEV Q QLOB QCH QROS 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 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE. 1 TARGET- 150.000 ELENCL- 525. 0o ELENCR- 525.00 HALFF ASSOC. SURV. SECN. 38255.000 10.47 520.97 517.65 .00 522.17 1.21 .04 .72 525.00 11200.0 .0 10938.9 261.1 .0 1229.2 73.7 389.1 53.1 515.70 .42 .00 8.90 3.54 .000 .035 .050 .000 510.50 1006.50 .002391 20. 20. 20. 23 5 0 .00 150.00 1156.50 • SECND 38315.000 CHIMP CLSTA- 2765.00 CELCH- 510.50 ON. 45.00 STCHL- 2630.00 STCHR- 2890.00 EXCAVATION DATA AEX- 259.2SQ -FT VEXR- .4K -CU-YD VEXT- 21.SK -CU -YD 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMITS OF COPPELL 38315.000 11 .46 521.96 .00 .00 522.48 .52 .10 .21 521.75 11200.0 .D 11200.0 .0 .0 1937.3 .0 391.3 53.3 520.75 .42 .00 5.78 .00 .000 .035 .000 .000 510.50 263000 .001295 60. 60. 60. 3 0 0 .00 260.00 2890..00 CCHV. .100 CEHV- .300 -SECN0 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE W BOUND I.H.635 38380.000 10.44 521.84 .00 .00 522.71 .87 .12 .10 515.90 11200.0 856.7 9634.9 708.4 76.8 1436.6 64 .I 393.9 53.7 515.40 .42 11.15 6.71 11.05 .015 .045 .015 .000 511.90 2646.15 .002794 65. 65. 65. 2 0 0 .00 233.77 2879.92 I 03FEB00 14:01:22 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 VD0B VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XI,OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLE4 BNC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 - SECNO 38420.000 CLASS A LOW F104 3420 BRIDGE W.S.. 521.81 BRIDGE VELOCITY- 5.69 CALCULATED CHANNEL AREA- 1969. EGPRS EGLWC H3 QWEIR QLCW BARER TRAPEZOID ELLC ELTRD WEIRLN AREA .00 522.77 .05 0. 11200. 3920. 4337. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR. 529.20 U.S.FACE W. BOUND IH 635 38420.000 10.39 521.89 .00 .00 522.77 .88 .06 .00 515.50 11200.0 849.2 9648.5 702.3 75.6 1426.7 63.1 395.3 53.9 515.50 .42 11.24 6.76 11.13 .015 .045 .015 .000 511.50 2646.34 .002867 40. 40. 40. 0 0 0 .00 233.42 2879.76 - SECND 38500.000 - 3470 ENCROACHMENT STATIONS 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL. 529.20 ELENCR- 529.20 VALLEY SECT BTWN IH 635 BRIDGES 38500.000 10.31 522.11 .00 .00 523.01 .90 .23 .01 515.80 11200.0 838.7 9667.8 693.6 73.8 1412.7 61.7 398.2 59.3 515.80 .43 11.36 6.84 11.25 .015 .045 .015 .000 511.80 2646.61 .002974 80. 80. 80. 0 0 0 .00 232.92 2879.53 - SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE E. BOUND IH 635 38580.000 10.12 522.32 .00 .00 523.27 .95 .25 .01 516.20 11200.0 812.7 9715.2 672.1 69.7 1378.5 58.2 401.0 54.8 516.20 PAGE 16 PAGE 17 PAGE 18 .43 11.66 7.05 11.55 .015 .045 .015 .000 512.20 2647.28 .003260 80. 80. 80. 1 0 0 .00 231.69 2878.97 . 1 03FEB00 14:01:22 PAGE 19 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 - SECNO 38620.000 CLASS A LOW FLOW 3420 BRIDGE W.S.- 522.29 BRIDGE VELOCITY- 6.28 CALCUTATID CHANNEL AREA- 1784. EGPRS EGLWC H3 QWEIR QLOW BAR EA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 523.35 .06 0. 11200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 . 2890.0 TYPE- 1 TARGET= 260.000 ELENCL- 529.20 ELENCR= 529.20 DS FACE E. BOUND I.H. 635 38620.000 10.09 522.39 .00 .00 523.35 .96 .07 .00 516.30 11200.0 805.7 9728.0 666.3 68.6 1369.3 57.3 402.4 55.0 516.30 .43 11.75 7.10 11.63 .015 .045 .015 .000 512.30 2647.46 .003342 40. 40. 40. 0 0 0 .00 231.36 2878.82 - SECNO 38670.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET- 260.000 M ELENCL= 529.20 ELENCR- 529.20 SD' U.S. E. BOUND I.H. 635 38670.000 10.23 522.63 .00 .00 523.53 .90 .18 .01 516.40 - 11200.0 212.6 10796.9 190.5 71.9 1397.0 60.0 404.1 55.3 516.40 .43 2.96 7.73 3.17 .065 .045 .060 .000 512.40 2646.92 .003851 50. 50. 50. 2 0 0 .00 232.35 2879.27 ;4 - SECNQ 38850.000 3470 ENCROACHMENT STATIONS= 2388.0 2849.0 TYPE- 1 TARGET- 461.000 NDM XSECTION - TOPO SECTION FROM GROUND SURVEY 38850.000 11.76 523.56 00 .00 524.56 1.01 1.00 .03 516.00 11200.0 2744.8 3725.2 9730.0 594.7 313.4 860.2 411.0 56.4 516.00 .44 4.62 11.89 5.50 .065 .045 .060 .000 511.80 2318.00 .006520 12. 250. 180- 3 0 0 .00 922.97 2810.97 1 03F 900 14:01:22 PAGE 20 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECNO 39720.000 3301 HV CHANGED MORE THAN HVINS _ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.48 3470 ENCROACHMENT STATIONS- 740.0 2800.0 TYPE- 1 TARGET- 2060.000 PROFILE SECTION Z - SURVEY SECTION 25 " 39720.000 9.23 526.23 .00 .00 526.48 .24 1.84 .08 519.00 11200.0 4637.9 830.4 5731.7 1253.3 114.8 1653.1 431.7 61.8 518.80 .47 3.70 7.23 3.47 .065 .045 .060 .000 517.00 1168.44 .002972 13. 800. 570, 2 0 0 .00 1089.45 2257.89 - SECNO 41180 -000 3470 ENCROACHMENT STATIONS= 1650.0 3443.0 TYPE- 1 TARGET- 1793.000 END OF A.H.H- CHANNEL IMPROVEMENT DATA 41180.000 9.34 52B.74 .00 .00 528.81 .07 2.32 .02 521.20 7900.0 9488.9 552.3 2858.8 2690.4 138.8 1274.3 598.5 99.8 521.20 .67 1.67 3.98 2.24 .065 .045 .060 .000 519.40 1650.00 .000851 1300. 1460. 1600. 4 0 0 .00 1252.89 2902.89 ' SECNO 41950.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .44 3470 ENCROACHMENT STATIONS= 1070.0 4399.0 TYPE= 1 TARGET- 3329.000 100' DS RADIO RD 41950.000 8.97 529.77 .00 .00 530.17 .40 1.26 .10 522.10 7900.0 3079.6 1352.1 3468.3 842.9 155.3 836.7 601.0 119.9 522.60 .71 3.65 8.71 4.19 .065 .045 .060 .000 520.80 1070.00 .004337 770. 770. 770. 3 0 0 .00 1017.77 2098.21 1 03FEB00 14:01:22 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 EIMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV- .300 CEHV- .500 - SECNO 42050.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1087.0 4499.0 TYPE= 1 TARGET- 3412.000 3495 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLEA- 529.50 ELREA- 529.30 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 9.43 529.43 527.86 .00 531.70 2.27 .59 .94 527.10 7900.0 .0 7897.9 2.1 .0 653.0 5.7 603.9 121.3 527.00 .72 .00 12.10 .37 .000 .045 .060 .000 520.00 1764.00 .008496 100. 100. 100. 6 12 0 .00 164.80 2021.70 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 528.32 , NOT 529.43 HYDRAULIC JUMP OCCURS DOWNSTREAM )IF LDW FLOW CONTROLS) SE XK XKOR COFQ RDLEN BWC BWP BAR EA SS ELCHU ELCHD 1.05 1.53 3.00 .00 45.00 4.00 430.00 2.00 521.00 521.00 ' SECNO 42090.000 6870 D.S. ENERGY OF 531.70 IS HIGHER THAN COMPUTED ENERGY OF 530.99 3301 HV CHANGED MORE THAN NVINS PRESSURE AND WEIR FLOW, Weir Submergence Based on TRAPEZOIDAL Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 537.45 534.15 .00 4452. 3493. 430. 427. 528.60 529.30 1363. 3685 20 TRIALS ATTEMPTED WSEL,CWSEL _ 3710 WSEL ASSUMED BASED ON MIN DIFF US FACE RADIO RD SECT #26 42090.000 10.76 530.76 527.82 .00 531.73 .97 .21 -.21 527.10 7900.0 764.1 6557.9 578.0 629.8 756.4 361.7 605.0 121.9 527.00 72 1.21 8.67 1.60 .065 .045 .060 .000 520.00 938.11 .003587 40. 40. 40. 20 9 0 .00 1276.14 2214.25 1 03FEB00 14:01:22 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL 714A R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 42170.000 3301 HV CHANGED MORE THAN WVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.76 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 11.35 532.05 .00 .00 532.09 .04 .08 .28 522.00 7900.0 3733.6 683.3 3483.0 3050.4 200.7 2559.8 611.9 124.9 522.50 .73 1.22 3.40 1.36 .065 .045 .060 .000 520.70 763.46 .000971 80. 80. 80. 2 0 0 .00 2001.21 2764.68 CCHV- .100 CEWV- .300 • SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .36 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 8.65 533.55 .00 .00 533.88 .33 1.70 .09 526.80 7900.0 3308.8 2209.0 2382.2 878.3 311.9 1350.3 763.4 186.2 531.90 .85 3.77 7.09 1.76 .065 .045 .060 .000 524.90 1442.05 .003735 1800. 2030. 1300. 2 D 0 .00 1559.39 3001.44 • SECNO 45820.000 PROFILE SECTION DD - SURVEY SECTION 29 45820.000 7.22 539.02 '00 '00 539.30 .29 5.42 .00 533.00 7900.0 3748.9 1408.3 2742.8 1268.6 180 A 879.8 832.6 226.1 533.10 .94 2.96 7.81 3.12 .065 .045 .060 .000 531.80 1272.76 .004534 1400. 1620. 1000. 4 0 0 .00 1396.90 2669.66 - SECNO 47450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.41 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.22 543.32 .00 .00 543.52 .19 4.20 .01 535.80 7900.0 4513.7 1273.3 2113.0 2069.4 8.7 18 717.4 912.2 266.6 535.40 1.06 2.18 6.75 2.95 .065 .045 .060 .000 53230 1334.61 .002283 1250. 1630. 1350. 4 0 0 .00 1347..70 2682.31 1 03FEB00 14:01:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XI.OBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNQ 47540.000 3265 DIVIDED FLOW 100' DS COUNTY LINE RD 47540.000 12.18 543.38 .00 .00 543.76 .38 .19 .06 542.30 7900.0 2890.4 4194.5 815.1 1750.4 637.4 532.7 916.3 268.9 542.20 1.06 1.65 6.58 1.53 .065 .045 .060 .ODO 531.20 238.52 .002904 30. 90. 200. 2 0 0 .00 1878.52 2130.74 - SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.44 3370 NORMAL BRIDGE, WHO. 2 MIN ELTRD- 541.70 MAX ELLC. 540.40 O.S. FACE COUNTY LINE RD, PROFILE SECTION PF - SURVEY SECTION 31 47640.000 13.24 543.94 .00 .00 543.99 .04 .19 .03 541.80 7900.0 4933.8 1259.4 1706.8 3158.0 592.1 1133.8 925.3 273.5 541.70 1.08 1.56 2.13 1.51 .065 .045 .060 .000 530.70 101.01 .001398 100. 100. 100. 2 0 0 - 108.00 2095.43 2196.43 • SECNO 47670.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 541.70 MAX ELLC- 540.40 U.S. FACE COUNTY LINE RD SECT #31 47670.000 13.29 543.99 .00 .00 544.03 .04 .04 .00 541.80 7900.0 4943.7 1237.1 1719.2 3219.9 595.6 1160.4 928.7 274.9 541.70 1.09 1.54 2.08 1.48 .065 .045 .060 .000 530.70 94.75 .001323 30. 30. 30. 2 0 0 - 108.00 2104.43 2199.17 • SECNO 47720.000 50' US COUNTY LINE RD 47720.000 12.99 543.99 .00 .00 544.11 .13 .06 .03 542.10 7900.0 3648.9 303 1. 3 1219.8 2801.3 701.0 980.7 934.1 277.3 542.00 1.09 1.30 4.32 1.24 .065 .045 .060 .000 531.00 137.62 .001105 50. 50. 50. 2 0 0 .00 2042.80 2180.42 1 03FEB00 14:01:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOS3 L -BANK ELEV Q QIAB QCH QROB ALOB ACH ARCH 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 48350.000 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 9.20 544.60 .00 .00 544.87 .27 .72 .04 543.40 7900.0 180.4 5601.9 2117.7 318.5 1186.9 808.2 975.4 296.4 539.10 1.13 .57 4.72 2.62 .065 .045 .060 .000 535.40 1436.81 .001540 600. 630. 300. 0 0 0 .00 1170.73 2607.54 I D3FEB00 14:01:22 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 100 YEARFIS ENCROACHMENT RUN T3 GRAPEVINE CREEK J1 ICHECK ING NINV IDIR STRT METRIC HVINS Q NEEL PQ 7 495.72 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 15 0 -1 1 03FEB00 14:01:22 SECNO DEPTH CWSEL CR IWS WSELK EG HV HL OL.OSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VIAB VCH VROB XNL XNCH XNR WTN ©24IN SSTA SLOPE XI.OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 2 0 CCHV- .100 CEHV- .300 • SECNO 27620.000 2800 NAT 01. 2117.56 WSELK. 495.60 ENC Q1. 2117.56 WSEL- 496.00 RATIO- .0000 NAT 01. 2338. RATIOS LOB, CH, ROB= .2927 .6829 .0244 WSEL- 496.00 3470 ENCROACHMENT STATIONS= 1548.1 1992.0 TYPE- 4 TARGET- .094 STARTING WSEL FROM KIMLEY HORN FIS UPDATE MAY 1990 27620.000 20.22 495.72 .00 495.60 496.68 .96 .00 .00 494.80 10500.0 2470.0 8030.0 .0 927.1 903.0 .0 .0 .0 489.00 .00 2.66 8.89 .00 .065 .045 .000 .000 475.50 1548.08 .003027 50. 50. 50. D 0 0 .00 443.92 1992.00 CCHV- .100 LEHV. .300 - SECNO 30130.000 2800 NAT Q1- 1653.56 WSELK- 502.18 ENC Q1- 1653.56 WSEL- 502.58 RATIO- .0000 NAT Q1- 1774. RATIOS LOB, CH, ROB- .4415 .5580 .0005 WSEL- 502.58 3470 ENCROACHME4T STATIONS- 2094.5 2222.0 TYPE- 4 TARGET- .068 PROFILE SECTION T - SURVEY SECTION 19 PAGE 23 PAGE 24 PAGE 25 PAGE 26 30130.000 19.23 502.93 -00 502.18 504.05 1.12 7.31 .05 492.30 10500 -0 4378.4 6121.6 .0 756.2 613.6 .0 74.6 11.6 501.90 .07 5.79 9.98 .00 .065 .045 .000 .000 483.70 2094.49 .003623 1600. 2510. 2000. 2 0 0 .00 127.51 2222.00 CCHV- .300 CEHV- .500 • SECNO 30189.000 3470 ENCROACHMENT STATIONS- 2155.5 2245.5 TYPE- 2 TARGET. 90.000 301 B 9.000 16.14 502.94 .00 502.14 504.48 1.54 .23 .21 100000.00 10500.0 .0 10500.0 .0 .0 1053.4 .0 76.2 11.8 100000.00 .OB .00 9.97 .00 .000 .045 .000 .000 486.80 2155.50 .004044 59. 59. 59. 2 0 0 .00 90.00 2245.50 • SECNO 30190.000 BTCARD, BRIDGE STENCL- 2155.50 STENCR- 2245.50 1 03FEBOD 14:01:22 SE CNO DEPTH CWSEL CRIWS WSELK EG NV HD, GLOSS L -BANK ELEV Q QIAB QCH QROB ALOE ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLAW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - -48 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 3470 ENCROACHMENT STATIONS- 2155.5 2245.5 TYPE- 2 TARGET- 90.000 PROFILE SECTION U - SURVEY SECTION 20 ST- LOUIS- SOUTHWESTERN R.R. 30190.000 16.00 502.80 .00 501.97 504.64 1.84 .01 .15 100000.00 10500.0 .0 10500.0 .0 -0 965.1 .0 76 -3 11.8 100000.00 .08 .00 10.88 .00 .000 .045 .000 .000 486.80 2155.50 .017617 1. 1- 1. 12 0 0 .00 84.00 2245 -50 • SECNO 30200.000 3265 DIVIDED FLAW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX EI.LC. 510.40 3470 ENCROACHMENT STATIONS- 2155 -5 2245.5 TYPE- 2 TARGET- 90.000 30200.000 16.29 503.09 .00 5 02.4 0 504.84 1.75 .17 .03 100000.00 10500.0 .0 10500.0 .0 .0 989.3 .0 76.5 11.8 100000.00 .OB .00 10.61 .00 .000 .095 .000 .000 486.80 2155.50 .016574 10. 10. 30. 2 0 0 .00 84.00 2245.50 • SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.19 3470 ENCROACHMENT STATIONS- 2155.5 2245.5 TYPE- 2 TARGET'- 90.000 30201.000 16.76 503.56 -00 502.98 509.95 1.39 .01 .11 100000.00 10500.0 .0 10500.0 .0 .0 1109.6 .0 76.5 11.8 100000.00 .0a .00 9.96 .00 .000 .045 .000 .000 486.80 2155.50 .003457 1. 1. 1. 2 0 0 .00 90.00 2245.50 I 03PEBO0 14:01:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB A[AB ACH AR O8 VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLABL XLCH XIABR ITRIAL IDC ICONT CORAR 7OPWID ENDST CCHN. .100 CEHV- .300 • SECNO 30250.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 2067.0 2222 -0 TYPE- 1 TARGET- 155.000 30250.000 20.63 504.43 .00 504.02 505.15 .72 .13 .07 492.40 10500.0 9980.4 5519.6 .0 1037.9 672.7 .0 78.1 11.9 100000.00 .08 4.80 8.21 .00 .065 .095 .000 .000 483 -80 2067.00 .002242 49. 49, 49. 2 0 0 .00 155.00 2222.00 • SECNO 31310 -000 3470 ENCROACHMENT STATIONS- 1734.0 1920.0 TYPE- 1 TARGET- 186.000 31310.000 18.76 506.56 .00 5D6.15 507.15 .59 1.99 .01 490.70 10500.0 6086.4 4413.6 .0 1198.5 594.5 .0 112.8 15.2 100000.00 .12 5.08 7.42 .00 .065 .095 .000 .000 487.80 1734.00 .002192 750. 1060. 500. 2 0 0 .00 180.55 1914.55 • SECNO 31480.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OP ACCEPTABLE RANGE, KRATIO - .52 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 3470 ENCROACHMENT STATIONS- 1000.0 2700.0 TYPE- 1 TARGET- 1700.000 PROFILE SECTION V - SURVECTION 21 SOUTHWESTERN BLVD. SURVEY S 3148D.000 18.91 506.91 .00 506.44 507.92 1.01 .64 .13 509 -30 10500.0 .0 10500.0 .0 -0 1300.0 .0 118.8 15.7 509.10 .13 .00 8.08 .00 .000 .045 .000 .000 988.00 1795.95 .008085 170. 170. 170. 2 0 0 -96.30 119.05 1915.00 • SECNO 31500.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC. 506 -10 1 03F 00 14:01:22 SECNO DEPTH CWSEL Q GLOB QCH TIME VLOB VCH SLOPE XLDBL XLCH 3470 ENCROACHMENT STATIONS - 31500.000 19.07 507.07 10500.0 .0 10500.0 .13 .00 8.08 .008085 20. 20. CRIWS WSELK OROS ALOE VROB XNL XIABR ITRIAL 1000.0 2700.0 9 00 506.60 .0 .0 .00 .000 20. 2 BG HV HL GLASS ACH ARDS VOL TWA XNCH XNR WTN ELMIN IDC ICONf CORAR TOPWID TPE. 1 TARGET- 1700.000 508.08 1.01 .16 .00 1300.0 .0 119.4 15.8 .045 .000 .000 488.00 0 0 - 115.55 119.12 ; SECNO 31550.000 3301 FN CHANGED MORE THAN HVINS 3302 WARNING: MORE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATI0 - 2.54 3410 ENCROACHMENT STATIONS- 1000.0 2500.0 TYPE. 1 TARGET. 1500.00( 31550.000 19.80 508.00 .00 507.48 508.29 -28 .13 10500.0 6739.7 3760.3 .0 2148.6 649.5 .0 121.8 .13 3.14 5.79 .00 .065 .045 .000 .000 .001252 50. 50. 50. 2 0 0 .00 CCHV. .100 CEHV- .300 • SECNO 31750.000 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 1.80 3470 ENCROACHMENT STATIONS- 1000.0 1268.0 TYPE- 1 TARGET- 268.00 HALFF ASSOC- SURV. SECN. AA 31750.000 19.60 508.24 .00 507.19 508.42 .18 .12 10500.0 .0 10500.0 .0 .0 3058.8 .0 134.7 .15 .00 3.43 .00 .000 .045 .000 .000 .000388 180. 200. 220. 2 0 0 .00 • SECNO 32740.000 3470 rNCROACHMENT STATIONS= 1000.0 1293.5 TYPE. 1 TARGET- 293.50 HALFP ASSOC. SURV. SECN. BB 32740.000 15.59 508.66 .00 508.26 508.88 .22 .45 10500.0 .0 10500.0 -0 .0 2811.4 .0 201.4 .22 -00 3.73 .00 .000 .045 .000 .000 .000528 990. 990. 990. 2 0 0 .00 1 03FEB00 14:01:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL L -BANK ELEV R -BANK ELEV SSTA ENDST 509 -10 509.10 1795.88 1915.00 PAGE 27 PAGE 28 PAGE 29 .07 49110 16.2 509..60 488.20 1377.51 539.19 1916.71 0 01 559.60 17.9 100000.00 488.64 1005.79 246.61 1252.34 0 of 561.47 23.5 100000.00 493.07 1011.84 253.59 1265.38 PAGE 30 GLOSS L -BANK ELEV Q OLDS QCH QROB ALOB ACH ARDS VOL TIME TWA R -BANK ELEV VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLIDBL XLCH XLOBR ITRIAL IDC ICOUP CORAR •EECND 34045.000 TOPWID ENDST 3470 ENCROACHMENT STATIONS- 1000.0 1351.0 TYPE= I TARGET. 351.000 HALFF ASSOC. SURV. SECN. CC 34045.000 16.31 509.43 .00 509.11 509.67 .24 .79 10500.0 .0 10500.0 .0 .0 2644.0 .0 283.1 .01 568.50 31.3 100000.00 .31 .00 3.97 .00 .000 .045 .000 .000 1305. 493.10 1033.66 .000694 3305. 1305. 2 0 0 .00 'SECNO 34330.000 265.85 1299.51 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .68 3470 ENCROACHMENT STATIONS. 1000.0 1334.0 TYPE- 1 TARGET. 334.000 HALFF ASSOC. SURV. SECN. DO 34330.000 11.53 509.60 .00 509.30 510.00 .40 .28 10500.0 .0 10500.0 .0 .0 2071.7 .0 298.6 .05 568.23 33.0 100000.00 .33 .00 5.07 .00 .000 .045 .000 .000 498.07 1035.59 .001498 285. 285. 285. 0 0 0 .00 .SECNO 34870.000 259.89 1295.48 3470 ENCROACHMENT STATIONS- 1000.0 1332.0 TYPE- 1 TARGET. 332.000 HALFF ASSOC. SURV. SECN. EE 34870.000 9.22 510.48 .00 510.28 510.97 .49 .94 10500.0 .0 10500.0 .0 .0 1872.0 .0 323.0 .03 569.25 36.2 100000.00 .35 .00 5.6 .00 .000 .045 .000 .000 501.26 1033.49 .002055 540. 540. 540. 2 0 0 .00 • SECNO 35450.000 255.58 1289.07 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 3470 ENCROACHMENT STATIONS. 1000.0 1302.0 TYPE. 1 TARGET. 302.000 HALFF ASSOC. SURV. SECN. FF MOVED 120' D.S. TO PACE FREEPORT PKWY 35450.000 10.74 511.64 .00 511.53 512.15 .51 1.18 519.20 10500.0 .0 10500.0 .0 .0 1837.8 .0 347.7 .01 39.5 100000.00 .38 .00 5.71 .00 .000 .045 .000 .000 580. 500.90 1030.42 .002000 580. 580. 2 0 0 .00 1 239.20 1269.61 03FEB00 14:01:22 SECNO DEPTH CWEEL CRIWS WSELK EG HV TD. OLOSS L -BANK ELEV PAGE 31 Q QLOB OCH QROB ALOB ACH AROS VOL TWA R -BANK ELEV TIME VIDE VCH VROB XNL XNCH XNR WTN EL9IN SSTA SLOPE XLOBL XLCM XLDBR ITRIAL IDC ICONT CORAR - SECNO 35570.000 TOPWID ENDST 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 3470 ENCROACHMENT STATIONS- 1000.0 1302.0 TYPE. 1 TARGET. 302.000 HALFF ASSOC-. SECN. FF U.S. FACE FREEPORT PKWY. 35570.000 11.00 511.90 .00 511.81 512.38 .47 .23 10500.0 .0 10500.0 .0 .0 1901.2 .0 352.9 .00 514.20 40.2 100000.00 .79 .00 5.52 .00 .000 .045 .000 .000 500.90 1029.60 .001803 120. 120. 120. 2 0 0 240.81 .00 • SECNO 35770.000 1270.41 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .68 3470 ENCROACHMENT STATIONS. 1000.0 1316.0 TYPE- 1 TARGET- 316.000 35770.000 12 37 512.18 .00 512.10 513.04 .85 570.91 .54 11200.0 .0 11200.0 .0 .0 1512.3 .0 360.7 .11 41.3 100000.00 .39 .00 7.41 .00 .000 .045 .000 .000 499.81 1034.78 .004404 200. 200. 200. 2 0 0 .00 . SECNO 35970.000 290.13 1274.91 CHIMP CISTA- 1131.00 CELCH. 503.20 BW- 180.00 STCRL. 1000.00 STCHR. 1264.90 CHIMP CISTA- 1131.00 CELCH- 501.20 BW- 20.00 STCHL- 1000.00 STCHR= EXCAVATION DATA 1264.90 AEX- 1557.1SQ -FT VEXR- .OK-CU-YD VEXT- .OK-CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.98 3470 ENCROACHMENT STATIONS- 1000.0 1264.9 TYPE- 1 TARGET- 264.900 HALFF ASSOC. SURV. SECN. GO (TRANSITION BACK TO NATURAL CHANNEL) 35970.000 11.84 513.04 .00 512.99 513.47 .43 566.87 .40 11200.0 .0 11200.0 .0 .0 2117.8 .0 369.0 .04 92.4 10000000 .40 .00 5.29 .00 .000 .040 .000 .000 501.20 1011..48 .001128 200. 200. 200. 2 0 0 .00 1 239.04 1250.52 03FEB00 14:01:22 SECNO DEPTH CWSEL CRIWS WSRLK EG HV HL PAGE 32 Q QI,OB QCH QROB ALOB ACH AROB VOL GLOSS L -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN TWA R -BANK ELEV SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICOETT CONAR ELMIN SSTA TOPWID ENDST CCHV. .300 CEHV. .500 'SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH= 503.42 BW- 120.00 STCHL- 1060.33 STCHR- 1266.15 CHIMP CLSTA- 1166.00 CELCH. 501.42 BW. 20.00 STCHL- 1060.33 STCHR. 1266.15 EXCAVATION DATA AEX- 1100.8SQ -FT VEXR- 4.9K-CU-YD VEXT= 4.9K•CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 3470 ENCROACHMENT STATIONS= 1000.0 1300.0 TYPE- 1 TARGET. 300.000 HALFF ASSOC. SURV. SECN. •A• 36070.000 11.55 512.97 .00 512.92 513.87 .89 .16 11200.0 .0 11200.0 .0 .0 1476.3 313.1 .23 518.64 .0 .93 .00 7.59 .00 .000 42.9 516.80 .040 .000 .000 .002538 130. 100. 60. 2 0 501.42 1077.34 0 .00 -SECNO 36360.000 177.32 1254.66 CHIMP CISTA. 1145.00 CELCH- 504.00 BW- 120.00 STCHL- 1036.40 STCHR- 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL. 1036.40 STCHR- 1245.00 EXCAVATION DATA AEX. 1532.7SQ -FT VEXR. 14.l K•CU -YD VEXT- 19.1K -CU-YD 3470 ENCROACHMENT STATIONS- 1000.0 1245.0 TYPE- 1 TARGET. 245.000 HALFF ASSOC. SURV. SECN. - B' 36360.000 11.62 513.62 .00 513.59 514.50 .88 .63 11200.0 .0 11200.0 .0 .0 1487.2 .0 383.0 .00 520.20 44.1 100000.00 .42 .00 7.53 .00 .000 .035 .000 .000 502.00 1056.15 .001901 290. 290. 290. 2, 0 0 .00 .SE 38220.000 177.69 1233.85 CHIMP C1STA. 1081.50 CELCH. 504.00 BW- 100.00 STCHL. 1031.36 STCHR. EXCAVATION DATA 1131.61 AEX. 658.4SQ -FT VEXR- 1.6K•CU-YD VEXT- 20.7K -CU -YD 3301 HV CHANGED MORE THAN HVINS 1 03FEB00 14:01:22 SECNO DEPTH CKSEL CRIWS WSELK EG HV HHL OWES PAGE 33 Q QLOB QCH QROB AIgB ACH AROB VOL L -BANK ELEV TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELKIN SSTA SLOPE XLOBL XLCW XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3970 ENCROACHMENT STATIONS= 1000.0 1250.0 TYPE- 1 TARGET = 250.000 BEGIN CONCRETE LINING 38220.000 8.89 512.89 .00 512.84 515.35 2.46 .06 11200.0 .0 11200.0 .0 .0 889.9 .0 384.1 .79 518.10 44.2 515.47 .42 .00 12.59 .00 .000 .015 .000 .000 504.00 1031.41 .001088 40. 40. 40. 3 0 0 .00 .SE 38232.000 100.18 1 131.59 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -PT VEXR- .3X-CU-YD VEXT. 21.OK•CU -YD 3470 ENCROACHMENT STATIONS- 1000.D 1250.0 TYPE- 1 TARGET- 250.000 BOTTOM OF 6.5' DROP STRUCTURE 38232.000 8.92 512.92 .00 512.87 515.37 2.45 .01 .00 518.10 11200.0 .0 11200.0 .0 .0 891.7 .0 384.3 44.2 515.47 .42 .00 12.56 .00 .000 .015 .000 .000 504.00 1031.41 .001082 12. 12. 12. 0 D 0 .00 100.18 1131.59 • SECNO 38235.000 CHIMP CLSTA. 1081.50 CELCH- 510.50 BW- 100.00 STCHL- 1031.42 STCHR. 1131.55 EXCAVATION DATA AEX- 7.1SQ -FT VEXR- .OK -CU -YD VEXT- 21.OK•CU -YD 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 6TICROACHMENT STATIONS- 1021.5 1141.5 TYPE. 1 TARGET. 120.000 ELENCI- 525.00 ELENCR- 525.00 TOP OP 6.5• DROP STRUCTURE, END CONCRETE 38275.000 7.29 517.79 517.79 517.79 521.41 3.62 .00 .58 518.09 11200.0 .0 11156.6 43.4 .0 729.8 22.0 384.4 44.2 515.47 .42 .00 15.29 1.97 .000 .015 .050 .000 510.50 1031.43 .001963 3. 3. 3. 20 15 0 .00 110.07 1141.50 1 03FEBOO 14:01:22 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTH ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -SE CN0 38255.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA AEX- 111. OSQ -PT VEXR. .OK -CU -YD VEXT. 21.1K -CU-YD 3280 CROSS SECTION 38255.00 EXTENDED .57 FEET 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE- 1 TARGET- 150.000 ELENCL- 525.00 ELENCR- 525.00 HALFP ASSOC. SURV. SECN. 38255.000 10.47 520.97 517.65 520.97 522.17 1.21 .04 .72 525.00 11200.0 .0 10938.9 261.1 .0 1229.2 73.7 384.9 44.3 515.70 .42 .00 8.90 3.54 .000 .035 .050 .000 510.50 1006.50 .002391 20. 20. 20. 23 5 0 .00 150.00 1156.50 . SECNNO 38315.000 CHIMP CLSTA- 2765.00 CELCH- 510.50 BW- 45.00 STCHL- 2630.00 STCHR. 2890.00 EXCAVATION DATA AEX- 259.2SQ -FT VEXR- .4K-CU-YD VEXT- 21.5K-CU-YD 3301 NV CHANGED MORE THAN HVINS 3970 ENCROACHMENT STATIONS- 2630.0 2 90.0 TYPE- 1 TARGET. 260.000 APPROXIMATE CITY LIMITS OF COPPELL 38315.000 11.46 521.96 .00 521.96 522.48 .52 .10 .21 571.75 11200.0 .0 11200.0 .0 .0 1937.3 .0 387.1 44.6 100000.00 .42 .00 5.78 .00 .000 .035 .000 .000 510.50 2630.00 .001297 60. 60. 60. 3 0 0 .00 260.00 2890.00 CCHV- .100 CEHV. .300 •SECN0 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 1 03FEBOO 14:01:22 SE DEPTH CWSEL CRIWS WSELK EG HV HL OL40S L -BANK ELEV Q QIAB QCH OR O8 ALOE ACH AROB VOL TWA R -BANK ELEV TIME VwB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS PACE W BOUND I.H.635 38380.000 10.44 521.84 .00 521.84 522.71 .87 .12 .10 515.40 11200.0 856.7 9634.9 708.4 76.8 1436.6 64.1 389.7 44.9 515.40 .43 11.15 6.71 11.05 .015 .045 .015 .000 511.40 2646.15 .002794 65. 65. 65. 2 0 0 .00 233.77 2879.92 SPECIAL BRIDGE SIR XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCNU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 • SECNG 38420.000 CLASS A LOW FLOP/ 3420 BRIDGE W.S.- 521.81 BRIDGE VELOCITY- 5.69 CALCULATED CHANNEL AREA- 1969. EGPRS EGLNC H3 QWEIR QLOW BARBA TRAPEZOID ELLC ELTRD WEI RUN AREA .00 522.77 .05 0. 11200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET- 260.000 ELENCL- 529.20 ELENCR. 529.20 U.S. PACE W. BOUND IH 635 38420.000 10.39 521.89 .00 521.89 522.77 .88 .06 .00 515.50 11200.0 849.2 9648.5 702.3 75.6 1426.7 63.1 391.2 45.1 515.50 .43 11.24 6.76 11.13 .015 .045 .015 .000 511.50 2646.34 .002867 40. 40. 40. 0 0 0 .00 233.42 2819.76 • SECRO 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET- 260.000 ELENCL. 529.2D ELENCR- 529.20 VALLEY SECT BTNN IH 635 BRIDGES 38500.000 10.31 522.11 .00 522.11 523.01 .90 .23 .01 515.80 11200.0 838.7 9667.7 693.6 73.8 1412.5 61.7 394.0 45.6 515.80 .43 11.36 6.84 11.25 .015 .045 .015 .000 511.80 2646.61 .002974 80. 80. 80. 0 0 0 .00 232.92 2879.53 1 03FEBOO 14:01:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OI.OSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE E- BOUND IH 635 38580.000 10.12 522.32 .00 522.32 523.27 .95 .25 .01 516.20 11200.0 812.7 9715.2 672.1 69.7 1378.5 58.2 396.8 46.0 516.20 .43 11.66 7.05 11.55 .015 .045 .015 .000 512.20 2641.28 .003260 80. 80. 80. 1 0 0 .00 231.69 2878.97 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BLOC BWP BAREA SS EICHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 - SECNO 38620.000 PAGE 34 PACE 35 PAGE 36 CLASS A LOW FLOW 3420 BRIDGE N.S.- 522.29 BRIDGE VELOCITY. 6.28 CALCULATED CHANNEL AREA- 1784. EGPRS EGLWC R3 QWEIR 01-OW BARKA TRAPEZOID ELLC ELTRD WEIRIN .00 523.35 .06 0. 11200. 3920. AREA 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE- I TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE E. BOUND I.H. 635 38620.000 10.09 522.39 .00 522.39 523.35 11200.0 805.7 9728.0 666.3 68.6 1369.3 .96 57.3 .07 .00 398.2 46.2 516.30 516.30 .44 11.75 7.10 11.63 .015 .045 .015 .000 512.30 2647.46 .003342 40. 40. 40. 0 0 • SECNO 38670.000 0 .00 231.36 2878.82 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET. 260.000 ELENCL- 529.20 ELENCR- 529.20 50' U.S. E. BOUND I.H. 635 38670.000 10.23 522.63 .00 522.63 523.53 11200.0 212.6 10796.9 190.5 . 71.9 1397.0 .90 60.0 .18 .01 400.0 46.5 516.40 516.40 .44 2.96 7.73 3.17 .065 .045 .060 .000 512.90 2646.92 .003851 50. 5o. 50. 2 0 1 0 .00 232.35 2879.27 03FMGO 14:01:22 SECNO DEPTH CWSEL CRIWS NSELK EG HV HL PAGE 37 4 QLOB QCN QROB ALOB ACH AROB GLOSS VOL TWA L -BANK ELEV TIME VIOB VCH VROB XNL XNCH XNR WTH R -BANK ELEV SLOPE XI.OBL XLCR XIOBR ITRIAL IDC ICONT ELMIN CORAR SSTA • SECNO 38850.000 TOPWID ENDST 3302 WARNING: CONVEYANCE CHARGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 3470 ENCROACHMENT STATIONS. 2503.0 2823.0 TYPE- - 1 TARGET- .68 NOW XSECTICN - TOPO SECTION FROM GROUND SURVEY 320.000 38850.000 11.64 523.49 .00 523.56 524.83 1.40 1.15 516.00 11200.0 1908.1 4145.4 5146.5 314.0 309.8 836.8 .15 406.8 41.6 516.00 .44 6.08 13.38 6.15 .065 .045 .060 .000 511.80 2503.00 .008384 12. 250. 180. 2 0 • SECNO 39720.000 0 .00 307.28 2820.28 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATI0 - 1.63 3470 ENCROACHMENT STATIONS- 1592.0 1995.0 TYPE. 1 TARGET'- 403.000 PROFILE SECTION Z - SURVEY SECTION 25 39720.000 9.84 526.84 .00 526.23 527.20 .36 2.26 11200.0 4300.1 952.2 5947.6 899.5 122.6 1407.4 .30 425.6 51.2 51900 .47 4.78 7.77 4.23 .065 .045 .060 .000 517.00 518..80 1592.00 .003141 13. Boo. 570. 2 0 • SECNO 41180.000 0 .00 903.00 1995.00 3470 ENCROACHMENT STATIONS. 2010.0 2610.0 TYPE- I TARGET- 600.000 END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.000 10.20 529.60 .00 528.74 529.70 2.47 7900.0 5919.7 6 1301.7 2714.6 152.4 .10 464.7 .03 518.5 67.3 521.20 521.20 .63 2.18 4.45 2.80 .065 .045 .060 .000 519.40 2010.00 .000941 1300. 1460. 1600. 4 0 • SECNO 41950.000 0 .00 600.00 2610.00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 1 KRATIO - .56 03FEB00 14:01:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL PAGE 38 Q QLO QCH QROB AIAB ACH ARGO OLOSS L -BANK ELEV TIME V1OB VCH VROB XNL XNCH VOL TWA R -BANK ELEV SLOPE CL.OBL XLCR XLOBR ITRIAL IDC XNR WTN ELMIN SSTA 3470 ENCROACHMENT STATIONS- 1435.0 1945.0 TYPE- 1 ICONT CORAR TOPWID ENDST 100' DS RADIO RD TARGET- 510.000 41950.000 9.81 530.61 .00 529.77 530.95 1.18 7900.0 3327.9 1311.2 3360.9 961.0 171.2 .35 759.9 .07 564.7 77.2 522.10 .68 3.46 7.66 4.29 .065 .045 522.60 .002949 770. 770. 770. 2 0 .060 0 .000 520.80 1435.00 CCHV. .300 CEHV. .500 .00 510.00 1945.00 * SECNO 42050.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 3470 ENCAOACHMENT STATIONS. 1764.0 1840.0 TYPE- 1 - TARGET- .65 76.000 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 10.25 530.25 .00 529.43 532.17 1.92 7900.0 .0 7900.0 .0 .0 709.9 .43 .79 527.10 567.7 .68 .00 11.13 .00 .0 77.8 100000.00 .000 .045 .006976 100. 100. 100. 2 .000 .000 520.00 1764.00 0 SPECIAL BRIDGE 0 .00 76.00 1840.00 5227 DOWNSTREAM ELEV IS 528.32 , NOT 530.25 HYDRAULIC ,LUMP OCCURS DOWNSTREAM (Ip ION pIOW CONTR SB % X COPQ RDLEN BWC BWP BARKA SS ELCEU OLS) ELCHD 1 15 1.05 1.53 3.00 .00 45.00 4.00 • SECNO 42090.000 430.00 2.00 521.00 521.00 6870 D.S. ENERGY OF 532.17 IS HIGHER THAN COMPUTED ENERGY OF 531.14 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 1 KRATIO - 1.53 03FEBOO 14:01:22 SECNO DEPTH CWSEL CRIWE WSELK EG HV HL PAGE 39 Q OLD QCH QROB ALOE ACH AROB OLOSS VOL L -BANK RLEV TIME VLOB VCH VROB XNL XNCH XNR TWA W1'N R -BANK ELEV SLOPE X3OBL XLCH XLOBR ITRIAL IDC ICONT ELMIN CORAR SSTA PRESSURE AND WEIR Flow, Weir Submergence Based On TRAPEZOIDAL Shape TDPWID ENDST EGPRS EGLWC H3 QWEIR QPR BARKA TRAPEZOID ELLC ELTRD WEIRIN 538.27 533.83 .00 5349. 2626. 430. AREA 427. 528.60 529.30 1443. 3470 ENCROACHMENT STATIONS. 1390.0 1960.0 TYPE. 1 TARGET. 570.000 US FACE RADIO RD SECT 826 42090.000 11.35 531.35 .00 530.76 532.17 7900.0 1030.0 6444.9 975.2 602.0 803.3 .82 219.1 .00 .00 568.7 78.1 527.10 527.00 .68 1.71 8.02 1.99 .065 .045 .060 .000 52000 1390.00 .002964 40. 40. 90. 2 0 .SEC 92170.000 5 .00 570..00 1960.00 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 3470 ENCROACHMENT STATIONS- 1200.0 2210.0 TYPE- . 2.38 1 PROFILE SECTION BE - SURVEY SECTION 27 TARGET- 1010.000 42170.000 11.73 532.43 .00 532.05 532.49 7900.0 3682.1 763.7 3454.2 2437.8 207.7 .06 1930.9 .08 .23 574.4 79.6 522.00 .69 1.51 3.68 1.79 .065 .045 .060 .000 520.70 1200.00 522.50 .000525 80. 80. 80. 2 0 D CCHV. .100 CEHV. .300 .00 1010.00 2210.00 • SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 3470 ENCROACHMENT STATIONS- 1620.0 2200.0 TYPE- - .35 1 PROFILE SECTION CC - SURVEY SECTION 28 TARGET- 580.000 44200.000 9-1S 534.05 .00 533.55 534.58 .53 1.95 .14 526.80 7900.0 3489.6 2691.2 1719.1 710.2 334.7 721.7 691.7 107.9 531. 90 .78 4.91 8.09 2 -38 .065 .095 .060 .000 524.90 1620.00 .004359 1800. 2030. 1300. 3 0 0 -00 580.00 2200.00 1 CWSEL DIPKWS EG TOPWID 03FEBOO 14:01:22 QCH QROB PERENC 27620.000 495.60 SECNO DEPTH CWSEL CAIWS WSELK EG NV HL OLOSS L -BANK ELEV Q QLOB QCH GROB AIDE ACH AROB VOL TWA R -BANK ELEV TIME VIDE VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDSf • SECNO 45820.000 .00 503.30 242.29 9499.76 3470 ENCROACHMENT STATIONS- 1774.0 2404.0 TYPE- 1 TARGET- 630.000 PRO PILE SECTION DD - SURVEY SECTION 29 .75 504.05 45820.000 7.81 539.61 .00 539.02 539.92 .30 5.31 .02 533.00 7900.0 3816.2 1443.6 2640.2 1133.0 196.4 742.4 748.0 124 -7 533.10 .87 3.37 7.35 3.56 .065 .045 .060 .000 531.80 1774 -00 .003586 1400. 1620. 1000. 4 0 0 .00 630.00 2404.00 • SECNO 47450.000 .00 10500.00 .00 90.00 3470 ENCROACHMENT STATIONS- 1980.0 2400.0 TYPE- 1 TARGET- 420.000 504.07 PROFILE SECTION EE - SURVEY SECTION 30 90.75 .00 47450.000 12.01 544.1 1 .00 543.32 544 -53 .42 4.58 .03 535.80 7900.0 4959.8 1727.8 1212.4 1420.3 204.5 248.4 807.5 140.2 535.40 .95 3.49 8.45 4.88 .065 .045 .060 .000 532.10 1980.00 .003214 1250. 1630. 1350. 3 0 0 .00 420.00 2900.00 • SECNO 47540.000 .00 .00 30200 .000 503.09 3470 ENCROACHMENT STATIONS- 990.0 1591.0 TYPE- 1 TARGET- 601.000 100' DS COU TIY LIHE RD 10500.00 .00 90.00 • 30201.000 47540.000 13.00 544.20 .00 543.3: 594.77 .58 .19 .05 542.30 7900.0 2738.8 5161.2 .0 6 1199. 702.1 .0 809.3 140.5 100000.00 -95 2.28 7.35 .00 .065 .045 .000 .000 531.20 990.00 .003281 10. 90. 200- 2 0 0 .00 601.00 1591.00 - SECNO 47640.000 504.02 .00 504.68 337.50 3301 HV CHANGED MORE THAN HVINS MORE 5056.66 5371.24 72.11 .00 30250.000 3302 WARNING: CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.80 505.15 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 541.70 MAX ELLC- 540.40 4980.43 5519.57 .00 3470 ENCROACHMENT STATIONS- 645.0 1755.0 TYPE- 1 TARGET- 1110.000 .00 D -S- FACE COUNTY LINE RD, PROFILE SECTION FP - SURVEY SECTION 31 41911 .55 1 .36 4211.21 .00 00 31310.000 03FEBOO 14:01:22 . 41 507..15 180. SECNO DfiPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QIDB QCH QROB AID: ACH ARDS VOL TWA R -BANK ELEV TIME VIDB VCH VROB XNL XNCH XNR MTN EIMIN SSTA SLOPE XIDBL XLCH XIDBR ITRIAL IDC ICCNT CORAR TOPWID ENDST 47640.000 14.24 544.94 .00 543.94 544.99 .OS .17 .05 591.80 7900.0 5581.2 1325.2 993.6 3202.5 672.1 561.6 816.6 142.5 591.70 .97 1.74 1.97 1.77 .065 .045 .060 -000 530.70 645.00 - 001015 100. 100. 100. 2 0 0 - 108.00 1110.00 1755.00 - SECNO 47670.000 .00 10500..00 .00 1700.00 • 31550.000 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD. 541.70 MAX ELLC- 540.40 .00 507.83 513.93 3470 ENCROACHMENT STATIONS- 684 -0 1702.0 TYPE- 1 TARGET- 1018.000 00 • 31550.000 U.S- FACE COUNTY LINE RD SECT 831 508.00 .52 508.29 47670.000 14.27 544.97 .00 543.99 545.03 .06 .03 .00 541.80 7900.0 5740.2 1423.6 736.2 3075.9 674.4 384.6 819.5 143.2 541.70 .97 1.87 2.11 1.91 .065 .045 .060 .000 530.70 684.00 .001158 30. 30. 30, 2 0 0 - 108.00 1018.00 1702.00 47720.000 ; SECNO 3470 ENCROACHMENT STATIONS- 750.0 1622.0 TYPE. 1 TARGET- 872.000 50' US COUNTY LIME RD 47720.000 13.95 544.95 -00 543.99 545.11 .16 .05 .03 542.10 7900.0 4254.0 3486.0 160.0 2573.8 778.3 99.0 823.9 144.3 . 54200 .98 1.65 4.48 1.62 .065 .045 .060 .000 531.00 750. 00 .001031 50- 50. 50. 2 0 0 .00 872.00 1622.00 -SECNO 48350.000 3470 ENCROACHMENT STATIONS- 2130.0 2370.0 TYPE. 1 TARGET. 240.000 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 10.14 545.54 -00 544.60 545.88 .33 .71 .05 543.40 7900.0 .0 6582.9 1317.1 .0 1346.3 438.8 858-8 151.7 539.10 1.01 .00 4.89 3.00 .000 .045 .060 .000 535.90 2130.00 .001421 600. 630. 300. 2 0 0 .00 240.00 2370.00 1 PAGE 40 PAGE 41 03FEBOO 14:01:22 PAGE 42 THIS RUN EXECUTED 03FEBOO 14:01:23 ••rrrrrrr••rrrrrrrrrrrrrrrrr HEC -2 WATER SURFACE PROFILES Verei0n 4.6.2; May 1991 NOTE- ASTERISK ( -) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIS GRAPEVINE CREEK SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIPKWS EG TOPWID QLOB QCH QROB PERENC 27620.000 495.60 .00 996.42 590.55 2714.63 7542.12 243.25 .00 27620.000 495.72 .12 496.68 443.92 2469.98 8030.02 .00 .09 30130.000 502.18 .00 503.30 242.29 9499.76 6000.09 .55 .00 30130.000 502.93 .75 504.05 127.51 4378.38 6121.62 .00 .07 30189.000 502.14 .00 503.88 98.13 .00 10500.00 .00 .00 30189.000 502.94 .80 504.48 90.00 .00 10500.00 .00 90.00 • 30190.000 501.97 .00 504.07 90.75 .00 10500.00 .00 .00 • 30190.000 502.80 .83 504.64 84.00 .00 10500.00 .00 90.00 30200.000 502. 40 .00 504.32 91.46 .00 10500.00 .00 .00 30200 .000 503.09 . 69 504.84 84.00 .00 10500.00 .00 90.00 • 30201.000 502.98 .DO 509.46 99.89 .00 10500.00 .00 .00 • 30201.000 503.56 .58 504.95 90.00 .00 10500.00 .00 90.00 30250.000 504.02 .00 504.68 337.50 5056.66 5371.24 72.11 .00 30250.000 504.43 -41 505.15 155.00 4980.43 5519.57 .00 155.00 31310.000 506. 15 .00 50665 41911 .55 628879 .36 4211.21 .00 00 31310.000 506.56 . 41 507..15 180. 6086. 4413.64 .00 186.. 00 • 31480.000 506.49 .00 507.95 118.89 .00 10500.00 .00 .00 • 31480.000 506.91 .47 507.92 119.05 .00 10500.00 .00 1700.00 31500.000 506. 60 . 00 50761 11891 . . 00 1050000 .00 .00 31500.000 507 .07 .47 508..08 119. 12 .00 10500..00 .00 1700.00 • 31550.000 507.48 .00 507.83 513.93 6576.35 392365 .00 00 • 31550.000 508.00 .52 508.29 539.19 6739.73 3760..27 .00 1500.. 00 STENCL STCHL STCHR STENCR .00 1926.00 1992.00 .00 1548.08 1926.00 1992.00 1992.00 .00 2180.00 2222.00 .00 2094.49 2180.00 2222.00 2223.00 .00 2138.00 2263.00 .00 2155.50 2138.00 2263.00 2245.50 .00 2138.00 2263.00 .00 2155.50 2138.00 2263.00 2245.50 .00 2138.00 2263.00 .00 2155.50 2138.00 2263.00 2245.50 .00 2138.00 2263.00 .00 2155.50 2138.00 2263.00 2245.50 .00 218000 2222.00 .00 2067.00 2180..00 2222.00 2222.00 .00 1863.00 1920.00 .00 1734.00 1863.00 1920 .00 1920.00 .00 1795.00 191500 .00 1000.00 1795.00 1915..00 2700.00 .00 179500 191500 .DO 1000.00 1795..00 1915..00 2700.00 .00 3863.00 1920.00 .00 1000.00 1863.00 1920.00 2500.00 1 03FEB00 14:01:22 SECNO CHSEL DI PKWS BG TOPWID PAGE 43 QWB QCH QROB PERENC STENCL STC1Q, STCHR STENCR • 31750.000 507.79 .00 507. .00 98 243.25 .00 10500.00 .00 .00 .00 1000.00 3268.00 • ]1750.000 508.24 .95 508.42 246.61 .00 10500.00 .00 268.00 1000.00 1000.00 1268.00 1268.00 32740.000 508.26 .00 508.49 250.16 .00 10500.00 .00 .00 .00 1000.00 3293.50 .00 32740.000 508.66 .40 508.88 253.54 .00 10500.00 .00 293.50 1000.00 1000.00 1293.50 1293.50 34045.000 509.11 .00 509.37 263.71 .00 10500.00 .00 .00 .DO 1000.00 1351.00 .00 34045.000 509.43 .32 509.67 265.85 .00 10500.00 .00 351.00 1000.00 1000.00 1351.00 1351.00 ' 34330.000 509.30 .00 509.73 257.60 .00 10500.00 .00 .00 .00 1000.00 1334.00 .00 • 34330.000 509.60 .30 510.00 259.89 .00 10500.00 .00 334.00 1000.00 1000.00 1334.00 1334.00 34870.000 510.28 .00 510.80 254.20 .00 10500 OD .00 .00 .00 1000.00 1332.00 .00 31870.000 510.48 .20 510.97 255.58 .00 10500.00 .00 332.00 1000.00 1000.00 1332.00 1333.00 35450.000 511.53 .00 512.05 238.52 .00 10500.00 .00 .00 .00 1002.00 1302.00 .00 35450.000 511.64 .11 512.15 239.20 .00 10500.00 .00 302.00 1000.00 1002.00 1302.00 3302.00 35570.000 511.81 .00 512.29 240.15 .00 10500.00 .00 .00 .00 1002.00 1302.00 .00 35570.000 511.90 .30 512.38 240.81 .00 10500.00 .00 302.00 1000.00 1002.00 1302.00 1302.00 35770.000 512.10 .DO 512.98 239.48 .00 11200.00 .00 .00 .00 1000.00 1316.00 .00 35770.000 512.18 .O8 513.04 240.13 .00 11200.00 .00 316.00 1000.00 1000.00 1316.00 1316.00 • 35970.000 512.99 .00 513.43 238.73 .00 11200.00 .00 .00 .00 1000.00 1264.90 .00 ` 35970.000 513.04 .05 513.47 239.04 .00 31200.00 .00 264.90 1000.00 1000.00 1264.90 1264.90 36070.000 512.92 .00 513.83 177.01 .00 11200.00 .00 .00 .00 1060.33 1266.15 .00 36070.000 512.97 .OS 513.87 177.32 .00 11200.00 .00 300.00 1000.00 1060.33 1266.15 1300.00 36360.000 513.59 .00 514.47 177.47 .00 11200.00 .00 .00 .00 1036.40 1245.00 .00 36360.000 513.62 .04 514.50 177.69 .00 11200.00 .00 245.00 1000.00 1036.40 1245.00 1245.00 38220000 512.89 .00 515.33 100.18 .00 1120000 .00 .00 .00 1031.36 1.61 . 38220..000 512.89 .05 515.35 100.3. .00 31200..00 .00 250.00 1000.00 1031.36 133 1250 . 00 00 38232.000 512.87 .00 515.35 100.18 .00 11200.00 .00 .00 00 .00 1033.36 1131.61 .00 38232.000 512.92 .05 515.37 100.18 .00 11200.00 .00 250. 1000.00 1031.36 1131.61 1250.00 ` 38235.000 517.79 .00 521.41 110.07 .00 11156.63 43.37 120.00 1021.50 1031.42 1131.55 1141.50 ' 38235.000 517.79 .00 521.41 110.07 .00 11156.63 43.37 120.00 1021.50 1031.42 1131.55 1141.50 • 38255.000 520.97 .00 522.17 150.00 .00 10938.89 261.11 150.00 1006.50 1000.00 1142.09 1156.50 ' 38255.000 520.97 .00 522.17 150.00 .00 10938.89 261.11 150.00 1006.50 1000.00 1142.09 1156.50 38315.000 521.96 .00 522.48 260.00 .00 11200.00 .00 .00 .00 2630.00 2890.00 .00 38315.000 521.96 .00 522.48 260.00 .00 11200.00 .00 260.00 2630.00 2630.00 2890.00 2890.00 38380.000 521.84 .00 522.71 233.77 856.65 9634.92 708.42 260.00 2630.00 2670.00 2860.00 2890.00 38380.000 521.84 .00 522.71 233.77 856.65 9634.92 708.42 260.00 2630.00 2670.00 2860.00 2890.00 1 03FEB00 14:01:22 SECNO CWSEL DI PIWS EG 1DPNID PAGE 44 QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 38420.000 521.89 .00 522.77 233.42 849.22 9648.49 702.29 260.00 2630.00 2670.00 2860.00 2890.00 38420.000 521.89 .00 522.77 233.42 849.24 9648.46 7D2.30 260.00 2630.00 2670.00 2860.00 2890.00 38500.000 522.11 .00 523.01 232.92 838.68 9667.75 693.56 260.00 2630.00 2670.00 2860.00 2890.00 38500.000 522.11 .00 523.01 232.92 838.70 9667.72 693.58 260.00 2630.00 2670.00 2860.00 2890.00 38580.000 522.32 .OD 523.27 231.69 812.72 9715.18 672.09 260.00 2630.00 2670.00 2860.00 2890.00 38580.000 522.32 .00 523.27 231.69 .12.73 9715.17 672.10 260.00 2630.00 2670.00 2860.00 2890.00 38620.000 522.39 .00 523.35 231.36 805.70 9728.01 666.29 260.00 2630.00 2670.00 2860.00 2890.00 38620.000 522.39 .00 523.35 231.36 805.70 9728.01 666.29 260.00 2630.00 2670.00 2860.00 2890.00 38670.000 522.63 .00 523.53 232.35 212.60 10796.93 190.47 260.00 2630.00 2670.00 2860.00 2890.00 38670.000 522.63 .00 523.53 232.35 212.60 10796.93 190.47 260.00 2630.00 2670.00 2860.00 2890.00 38850.000 523.56 .00 524.56 422.97 2744.79 3725.22 4729.99 461.00 2388.00 2566.00 2598.00 2849.00 ` 38850.000 523.44 -.12 524.83 307.28 1908.10 4145.38 5146.52 320.00 2503.00 2566.00 2598.00 2823.00 • 39720.000 526.23 .00 526.48 1089.45 4637.94 830.36 5731.70 2060.00 740.00 1713.00 1726.00 2800.00 • 39720.000 526.84 .60 527.20 403.00 4300.11 952.25 5947.65 403.00 1592.00 1713.00 1726.00 1995.00 41180.000 528.74 .00 528.81 1252.89 9488.87 552.39 2858.78 1793.00 1650.00 2536.00 2552.00 3443.00 41180.000 529.60 .85 529.70 600.00 5919.71 678.61 1701.67 600.00 2010.00 2536.00 2552.00 2610.00 41950.000 529.77 .00 530.17 1017.77 3079.58 1352.14 3468.28 3329.00 1070.00 1791.00 1810.00 4399.00 41950.000 530.61 .83 530.95 510.00 3327.85 1311.20 3260.94 510.00 1435.00 1791.00 1810.00 1945.00 42050.OD0 529.93 .00 531.70 164.80 .00 7897.91 2.09 3412.00 1087.00 1764.00 1842.00 4499.00 • 42050.000 530.25 .12 532.17 76.00 .00 7900.00 .00 76.00 1764.00 1764.00 1842.00 1840.00 • 42090.000 530.76 .00 531.73 1276.14 764.10 6557.87 578.04 .00 .00 1764.00 1842.00 .00 • 42090.000 531.35 .59 532.17 570.00 1029.96 6444.85 425.19 570.00 1390.00 1764.00 1842.00 1960.00 • 42170.000 532. . 05 00 53209 2001.21 3733.63 683.33 3483.04 .00 .00 1791.00 1810.00 .00 * 42170.000 532.93 .38 532..49 1010.00 3682.11 763.73 3954.16 1030.00 1200.00 1791.00 1810.00 2210.00 44200.000 533.55 .00 533.81 1559.39 3308.84 2208.9. 2382.18 .00 .00 1740.00 7786.00 .00 49200.000 539.05 .50 539.58 580.00 3489.62 2691.24 1719.14 580.00 1620.00 1740.00 1786.00 2200.00 45820.000 539.02 .00 539.30 1396.90 3748.94 1408.29 2742.77 .00 .00 2160.00 2187.00 .00 45820.000 539.61 .59 539.92 630.00 3816.18 1443.61 2640.21 630.00 1774.00 2160.00 2187.00 2404.00 • 47450.000 543.32 .00 543.52 1347.70 4513.68 1273.28 2113.04 .00 00 .00 2349.00 2369.00 .00 47450.000 549.11 .79 594.53 420.00 4959.84 1727.80 1212.35 420. 1980.00 2349 00 2369.00 2400.00 47540.000 543.38 .00 54376 187..52 2890.40 9199.48 815.12 .00 .00 11.00 1591.00 .00 47540.000 544.20 .81 544..77 601.00 2738.84 5161.15 .00 601.00 990. 51 00 1511.00 1591.00 3591.00 47640.000 543.94 .00 543.99 2095.43 4933.76 1259.43 1706.81 .00 .00 1511.00 1591.00 .00 47640.000 549.99 1.00 544.99 1110.00 5581.20 1325.24 993.56 1110.00 645.00 1511.00 1591.00 1755.00 1 03FEB00 14:01:22 SECNO CWSEL DI PRHS EG TOPWID QLOB PAGE 45 QCH QROB PEKING STENCL STCHL STCHR STENCR 47670 000 543 99 .00 54403 2104.43 494371 47670.000 544.97 .98 545..03 1018.00 5740..21 47720.000 543.99 .00 544.71 2042.80 3644.91 47720.000 594.95 .97 545.11 872.00 4254.02 48350.000 544.60 .00 544.87 1170.73 180.38 98350.000 545.54 .99 595.88 240.00 .00 1 03 PEB00 14:01:22 GRAPEVINE CREEK SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC EUMIN Q 27620. . 000 . . 00 00 .00 47550 10500.00 27620.000 00 .OD .00 475..50 10500.00 30130.000 2510.00 .00 .00 483.70 10500.00 30130.000 2510.00 .00 .00 483.70 10500.00 30189.000 59.00 .00 .00 486.80 10500.00 30189.000 59.00 .00 .00 486.80 10500.00 • 30190.000 1.00 513.30 510.40 466.80 10500.00 • 30190.000 1.00 513.30 510.40 486.80 10500.00 30200000 10.00 51330 51040 486.80 10500.00 30200..000 10.00 513..30 510..40 486.80 10500.00 • 30201.000 1.00 .00 .00 486.80 10500.00 • 30201.000 1.00 .00 .DO 486.80 10500.00 30250000 49.00 . . . 00 00 483.80 1050000 30250..000 49.00 :Do .00 483.80 10500..00 31310.000 1060.00 .00 .00 487.40 10500.00 31310.000 1060.00 .00 .00 487.80 10500.00 • 31980.000 110.00 509.10 506.10 488.00 30500. DO • 31480.000 170.00 509.10 506.10 488.00 10500.00 31500.000 20.00 509.10 506.10 488.00 10500.00 31500.000 20.00 509.10 506.10 988.00 10500.00 • 31550.000 50.00 .00 .00 488.20 10500.00 • 31550.000 50.00 .00 .00 988.20 10500.00 • 31750.000 200.00 .00 .00 488.64 10500.00 • 31750.000 200.00 .00 .00 488.64 10500.00 32740.000 990.00 .00 .DO 493.07 10500.00 32740.000 990.00 .00 .DO 493.07 10500.00 34045.000 130500 00 00 49310 1050000 39045.000 1305.. . . 00 .DD .00 493..10 10500..00 • 34330.000 285.00 .00 .00 498.07 1050000 • 34330.000 285.00 .00 .00 498.07 10500..00 34870.000 540.00 .00 .00 501.26 10500.00 34870.000 590.00 .00 .00 501.26 10500.00 3 03PEBOO 14:01:22 SECNO XLCR ELTRD ELLC LILHIN Q 35450.000 580.00 520.30 514.10 500.90 10500.00 35450.000 580.00 520.30 514.10 500.90 10500.00 35570000 120.00 52030 514.1D 50090 10500.00 35570..000 120.00 520..30 514.10 500..90 10500.00 • 35770.000 200.00 .00 .00 499.81 11200.00 • 35770.000 200.00 .00 .00 499.81 13200.00 • 35970.000 200. . 00 00 . .00 501.20 1120000 • 35970.000 200.00 .00 00 501.20 11200..00 • 36070.000 100. . 00 .00 .00 50142 112D0 00 • 36070.000 300.00 .00 00 501..42 11200.. 00 36360.000 290.00 .00 .DO 502.00 11200.00 36360.000 290.00 .00 .00 502.00 11200.00 38220. . . 000 40.00 00 .00 50400 11200.00 38220.000 40.00 .00 00 504..00 11200.00 38232.000 12.00 .00 .00 . 504.00 11200.00 38232.000 12.00 .00 .00 50900 11200.00 • 38235.000 3.00 .00 .00 510.50 11200.00 • 38235.000 3.00 .00 .DO 510.50 11200.00 ' 38255.000 20.00 .00 .00 510.50 11200.00 • 38255.000 20.00 .DO .00 510.50 11200:00 38315.000 60.00 .00 .00 510.50 11200.00 38315.000 60.00 .00 .00 510.50 11200.00 ` 38380.000 65.00 .00 .00 511.40 11200.00 ' 38380.000 65.00 .00 .00 511.40 11200.00 38420.000 40.00 532.80 528.70 511.50 11200.00 38420.000 90.00 53x.80 528.70 511.50 11200.00 38500.000 80.00 .00 .00 511.80 11200.00 38500.000 80.00 .00 .Do 511.80 11200.00 38580.000 80.00 .00 .DO 512.20 11200.00 38580.000 80.00 .00 .00 512.20 11200.00 38620.000 40.00 532.80 528.70 51230 11200.00 38620.000 40.00 532.80 528.70 512..30 11200.00 123713 171916 00 1423..60 736..19 1018..00 3031.31 1219.79 .00 3485.97 160.02 872.00 5603.87 2117.74 .00 6582.93 1317.07 240.00 CNSEL CRINS EG 495.60 .00 496.92 495.72 .DO 996.68 502.18 .00 503 -30 502.93 .00 504.05 502.14 .00 503.88 502.94 .00 504.48 501.97 .00 504.07 502.80 .00 504.64 502.40 . . 00 50432 503.09 .00 504.84 502.98 .00 504.46 503.56 .00 509 .95 50402 00 50468 . . 504.43 .DO 505. .15 50615 .00 506.65 506.. . 56 00 507.15 506.44 .DO 507.45 506.91 .00 507.92 50660 .00 507.61 507.. . 07 00 508.08 507.48 .00 507.83 508.00 -00 508.29 507.79 .00 507.98 508.24 .00 508.42 508.26 .00 508.49 508.66 .00 508.88 509.11 .00 509.37 509.43 .00 509.67 50930 .DO 50973 509.. . 60 00 510..00 510.28 .00 S10.B0 510.48 .00 510.97 CNSEL CRINS EG 51153 00 512.05 511.. . 64 .DO 512.15 511.81 .00 51229 511.90 .00 512..38 512.10 .00 512.98 . 512.18 00 513.04 512. . 99 00 513.93 513.04 .00 513.47 512. . 92 00 513 83 512.97 .00 513..87 513.59 .00 514.47 513.62 .00 514.50 512.84 .00 515.33 512.89 .00 515.35 512.87 .00 515.35 512.92 .00 515.37 51779 517.79 52141 517..79 517.79 521. .41 520.97 517.65 522.17 520.97 517.65 522.17 521.96 .00 522.48 521.96 .00 522.48 521.84 .00 522.71 521.94 .00 522.71 521.89 .DO 522.77 521.89 .00 522.77 522.11 .00 52301 522.11 .00 523..01 522. . 32 00 52327 522.32 .00 523..27 522. . 39 .00 523.35 522.39 00 523.35 00 684.00 00 750.00 00 2130.00 10-KS 2459 30..27 40.32 36. 23 51.40 40.44 213.70 176. 17 193.16 165.74 40.58 34.57 21.79 22.42 2197 21. .92 BD.B 80 .85 80.85 80.85 15.34 12.52 4.30 3 . 88 5.86 5.28 765 6.. 94 16.81 14.98 2232 20..55 10-KS 20.91 20. 00 18.80 18.03 45.85 44.04 11.49 11.28 25.86 25.38 19.26 19. 01 11.06 10.88 11.00 10.82 1963 19..63 23.91 23.91 1295 12. . 97 27.94 27.94 28.67 28.67 2974 29..74 3260 32.. 60 33.42 33.42 i 1511.00 1591.00 .00 1511.00 1591.00 1702.00 1511.00 1591.00 .00 1511.00 1591.00 1622.00 213000 2300.00 .00 2130..00 2300.00 2370.00 = PAGE 46 i i VCH AREA .OIK j 8.43 2158.96 2117.56 F` 8.89 1830.09 1908.39 10.30 1448.46 1653.56 9.98 1369.72 1744.49 10.57 993.81 1464.57 9.97 1053.43 1651.13 ! 11.61 904.77 718.27 10.88 965.10 791.08 1113 94359 755.49 10..61 989..35 815.61 9.75 1076.97 1648.38 9.46 1109.59 1785.88 819 1952.84 2249.24 . 8.21 1710.07 2217.56 7.34 2089.18 2240.17 7.42 1792.96 2242.90 8.08 1299.99 1167.75 B.OB 1299.99 3167.75 8.08 1299.99 1167.75 8.08 1299.99 I167.75 6.31 2522.55 2680.70 5.79 2798.14 2967.74 3. . 56 299856 506292 3.43 3058.76 5332..63 3.87 2709.91 4337.23 3.73 2811.77 4569.73 4.10 2559.48 379626 3.97 2643.98 3985..42 5.27 1993.90 2560.62 5.07 2071.72 2712.91 5.76 182191 222236 5.61 1871..96 2316..40 PAGE 47 VCH AREA .O1K 5.80 1811.33 2296.25 5.71 1837.79 2347.80 5.60 1875.35 2421.62 5.52 7901.24 2972.89 7.50 149253 1654.11 7.41 1512..32 1687.72 5.32 2105.16 3304.58 5.29 2117.81 3334.68 763 1966.94 2202.38 - 7..59 1976.35 2223.22 7.56 1480.65 2551.73 7.53 1487.24 2568.47 32.65 885.27 3367.08 12.59 BB 9.92 3394.84 .. 1263 887.05 337768 12..56 891.69 3405..40 15.29 751.78 252795 15.29 751.79 2527..98 8.90 1302.93 2290.40 8.90 1302.93 2290.40 5.78 1937.31 3111.87 5.78 1937.32 3110.23 6.71 1577.54 211894 _ 6.7 . 1 1577.54 2118.94 676 1565.39 2091.76 6..76 1565.42 2091 .82 6.84 154823 205360 6.84 1548..25 2053..66 , 7.05 1506.34 1961.65 7.05 1506.36 1961.68 7.10 3495.11 1937.27 7.10 1495.11 1937.27 38670.000 so 00 .00 .00 532.40 31200.00 522.63 .00 523.53 38.51 7.73 1528.96 1804.81 38670.000 50.00 .00 .00 512.40 11200.00 522.63 .00 523.53 38.51 7.73 1528.96 1804.81 1 03FEB00 14:01:22 SECNO XLCH BLTRp PAGE 48 ELLC E1HIN 4 CWSEL ORIWS EG 30•KS VCN AREA .OIK 38850.000 250.00 .00 .00 511.80 11200.00 523.56 .00 524.56 65.20 11.89 1768.24 1387.06 ' 38850.000 250.00 .00 .00 511.80 11200.00 523.44 .00 524.83 83.84 13.38 1460.60 1223.19 39720.000 800.00 .00 .00 517.00 13200.00 526.23 .00 526.48 29.72 7.23 3021.21 2054.57 39720.000 800.00 .00 .00 517.00 11200.00 526.84 .00 527.20 31.41 7.77 2429.47 1998.49 41180.000 1460.00 .00 .00 519.40 7900.00 528.74 .00 528.81 8.51 3.98 4103.47 2707.49 93380. ODO 1960.00 .00 .00 519.40 7900.00 529.60 .00 529.70 9.41 4.45 3331.71 2575.96 = 41950.000 770.00 .00 .00 520.80 7900.00 529.77 .00 530.17 43.37 8.73 1834.96 1199.55 41950.000 770.00 .00 .00 520.80 7900.00 530.61 .00 530.95 29.49 7.66 1892.01 1454.87 42050.000 100.00 .00 .00 520.00 7900.00 529.43 527.86 531.70 84.96 12.10 658.61 857.08 • 42050.000 100.00 .00 .00 520.00 7900.00 530.25 .00 532.17 69.76 11.13 709.88 945.83 42090.000 40.00 529.30 528.60 520.00 7900.00 530.76 527.82 531.73 35.87 8.67 1748.00 1319.07 42090.000 40.00 529.30 528.60 520.00 790O.D0 531.35 .00 532.17 29.64 8.02 1619.45 1451.05 42110.000 80.00 .00 .00 520.70 7900.00 532.05 .00 532.09 4.71 3.40 5810.90 3639.54 92170.000 80.00 .00 .00 520.70 7900.00 532.43 .00 532.49 5.25 3.68 4576.40 3448.10 44200.000 2030.00 .00 .00 524.90 7900.00 533.55 .00 533.88 37.35 7.09 2540.01 1292.66 44200.000 2030.OD .00 .00 524.90 7900.00 534.05 .00 534.58 43.59 8.04 1766.60 1196.55 45620.000 1620.00 .00 .00 531.80 7900.00 539.02 .00 539.30 45.34 7.81 2328.75 1173.30 45820.000 1620.00 .00 .00 531.80 7900.00 539.61 .00 539.92 35.86 7.35 2071.88 1319.28 • 47450.00D 1630.00 .00 .00 532.10 7900.00 543.32 .00 543.52 22.83 6.75 2975.43 1653.41 47450.000 1630.00 .00 .00 532.10 7900.00 544.11 .00 544.53 32.14 8.45 1873.23 1393.46 97540.000 90.00 .00 .00 531.20 7900.00 543.38 .00 543.76 29.04 6.58 2920.54 1465.95 !7540.000 90.00 .00 .00 531.20 7900.00 544.20 .00 544.77 32.81 7.35 1901.73 1379.13 !7640. 000 700.00 541.70 5!0.40 530.70 7900.00 543.94 .00 543.99 13.98 2.13 4883.92 2112.54 47640.000 100.00 541.70 540.40 530.70 7900.00 544.94 .00 544.99 10.15 1.97 4436.09 2479.33 97670.000 30.00 541.70 540.40 530.70 7900.00 543.99 .00 544.03 11.23 2.08 4975.94 2171.88 47670.000 30.00 541.70 540.40 530.70 7900.00 594.97 .00 545.03 11.58 2.11 4134.93 2321.22 47720.000 50.00 . . 00 00 531.00 7900.00 543.99 .00 544.11 31.05 4.32 4483.03 2376.79 47720.000 50.00 .00 .00 531.00 7900.00 544.95 .00 545.11 10.31 4.48 3451.11 246D.27 48350.000 630.00 .00 .00 535.40 7900.00 594.60 .00 544.87 15.40 4.72 2313.55 2013.20 98350.000 630.00 .00 .00 535.40 7900.00 595.59 .00 545.88 14.21 4.09 1785.59 2096.03 1 03FEB00 14:01:22 GRAPEVINE CREEK PAGE 49 SUMKkRY PRIN1OM TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 27620.000 10500.00 495.60 .00 . . 00 .00 590.55 .00 27620.000 10500.00 495.72 .12 .00 12 443.92 .00 30130.000 10500.00 502.18 .00 6.58 .00 292.29 2510.00 ]0130.000 10500.00 502.93 .75 7.21 .75 127.51 2510.00 30189.000 10500.00 502.14 .00 -.04 .00 98.13 59.00 30189.000 I0500.00 502.94 .80 .01 .80 90.00 59.00 • 30190.000 10500.00 501.97 .00 -.17 .00 90.75 1.00 • 30190.000 10500.00 502.80 .83 -.14 .83 84.00 1.00 30200.000 10500.00 502.40 .00 .42 .00 91.46 10.00 30250.000 10500.00 503.09 .69 .29 .69 84.00 10.00 ` 30201.000 10500.00 502.98 .00 . . 59 DO 99.89 100 ' 30201.000 10500.00 503.56 .58 .47 .58 90.00 1..00 30250.000 10500.00 504.02 .00 1.04 .00 337.50 49.00 30250.000 10500.00 504.43 .41 .87 .41 155.00 49.00 31310.000 10500.00 506.15 .00 2.13 00 419.11 106D.00 31310.000 10500. . 00 506.56 .41 2.13 .41 180.55 1060.00 • 31480.000 10500.00 506.44 . . 00 .28 DO 11884 170.00 • 31480.000 10500.00 506.91 .47 .35 .47 119..05 170.00 31500.000 10500.00 506.60 .00 .16 .00 118.91 20.00 31500.000 10500.00 507.07 .47 .16 .47 119.12 20.00 • 31550.000 10500.00 507.48 .00 .88 .00 513.93 50.00 ' 31550.000 10500.00 508.00 .52 .93 .52 539.19 50.00 ` 31750.000 10500.00 507.79 .00 .31 .00 243.25 200.00 • 31750.000 10500.00 508.24 .45 .24 .45 296.61 200.00 32740.000 10500.00 508.26 .00 .47 .00 250.16 990.00 32740.000 10500.00 508.66 .40 .42 .40 253.54 990.00 34045.000 10500.00 509.11 .50 .85 .00 263.71 1305.00 34045.000 10500.00 509.43 .32 .77 .32 265.85 1305.00 • 34330.000 10500.00 509.30 .00 .19 .00 257.60 28500 ` 34330.000 10500.00 509.60 .30 .17 .30 259.89 285..00 34870.000 10500.00 510.28 .00 .98 .00 254.20 540.00 34870.000 10500.00 510.48 .20 .88 .20 255.58 540.00 03FEB00 14:01:22 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH PAGE 50 35450.000 10500.00 511.53 .00 1.25 .00 238.52 580.00 35450.000 10500.00 511.64 .11 1 .16 .11 239.20 580.00 35570.000 10500 .00 511.83 .00 .28 .00 240.15 320.00 35570.000 10500.00 511.90 .10 .26 .10 240.81 120.00 • 35770.000 11200.00 512.10 .00 .30 .00 239.48 20000 • 35770.000 11200.00 512.18 .08 .28 .08 240.13 200..00 ` 35970000 11200.00 51299 DO .89 .00 23873 200.00 • 35970..000 11200.00 513.. . 04 .05 .86 .05 239..04 200.00 • 36070.000 11200.00 512.92 .00 -.07 .00 177.01 100.00 • 36070.000 11200.00 512.97 .05 -.07 .05 177.32 100.00 36360.000 1120000 51359 . . 00 67 .00 17747 29000 36360.000 11200..00 513.. . 62 04 .65 .04 177..69 290..00 38220.000 11200.00 512.84 .00 -.74 .00 100.18 90.00 38220.OD0 11200.00 512.89 .05 -.73 .OS 100.18 40.00 38232.000 11200.00 512.87 .00 . .03 .00 100.18 12.00 38232.000 11200.00 512.92 .05 .03 .05 100.18 12.00 • 38235.000 11200.00 517.79 .00 4.92 .00 110.07 3.D0 • 38235.000 11200.00 517.79 .00 4.88 .OD 110.07 3.00 ` 38255.000 11100.00 520.97 .00 3.18 .00 150.00 20.00 • 38255.000 11200.00 520.97 .00 3.18 .00 150.00 20.00 38315.000 11200.00 523.96 .00 1.00 .00 260.00 60.00 38315.000 11200.00 523.96 .00 3.00 .00 260.00 60.00 • 38380.000 11200.00 521.84 .00 -.13 .00 233.77 65.00 • 38380.000 11200.00 521.84 .00 -.13 .00 233.77 65.00 38420.000 1120000 521.89 .. . . 00 05 00 233.42 4000 38420.000 11200..00 521.89 00 .05 .00 233.42 40..00 38500000 11200.00 522. . . 11 00 . . 22 00 232.92 80.00 38500..000 11200.00 522.11 .00 22 .DO 232.92 80.00 38580.000 11200.00 522.32 .DO .22 .00 231.69 80.00 38580.000 11200.00 522.32 .00 .22 .00 231.69 80.00 38620.000 1120000 52239 . . . 00 06 00 231.36 4000 38620.000 11200..00 522..39 .00 .06 .DO 231.36 40..00 38670.000 11200.00 522. . . . 63 00 25 .DO 23235 5000 38670.000 11200.00 522.63 .00 .25 00 232..35 50..00 1 03FEB00 14:01:22 PAGE 51 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 38850.000 11200.00 523.56 00 .92 00 422.97 250.00 • 38850.000 11200.00 523.44 -.. . 12 81 -..11 307.28 250.OD • 39720.000 11200.00 526.23 .00 2.68 .00 1089.45 900.00 ` 39720.000 11200.00 526.84 .60 3.40 .60 403.00 800.00 41180.000 7900.00 528.74 .00 2.51 .00 1252.89 1460.00 41180.000 7900.00 529.60 .85 2.76 .85 600.00 1460.00 • 41950.000 7900.00 529.77 .00 1.03 .00 1017.77 770.00 • 41950.000 79DO.00 530.61 .83 1.01 .83 510.00 770.00 42050.000 7900.00 529.43 .00 -.35 .00 164.80 100.00 • 92050.000 7900.00 530.25 .82 -.35 .82 76.00 100.00 • 42090.000 7900.00 530.76 .00 1. 1.33 .00 1276.14 40.00 • 42090.000 7900.00 531.35 .59 10 .59 570.00 40.00 • 42170.000 7900.00 532.05 .00 1.30 .00 2001.21 80.00 ` 42170.000 7900.00 532.43 .38 1.08 .38 1010.00 80.00 • 44200.000 7900.00 533.55 00 150 00 1559.39 2030.00 . • 44200.000 7900.00 534.05 .50 1.. . 62 .50 580.00 2030.00 45820.000 7900.00 539.02 .00 5.47 .OD 1396.90 1620.00 45820.000 7900.00 539.61 .59 5.56 .59 630.00 1620.00 • 47450.000 7900.00 543.32 . . 00 4.31 .00 1347.70 1630.00 47450.000 7900.00 544.11 .79 9.50 79 420.00 1630.00 47540.000 7900.00 543.38 .00 .06 .00 1878.52 90.00 47540.000 7900.00 544.20 .81 .08 .81 601.00 90.00 • 47640.000 7900.00 543.94 .00 .56 .00 2095.43 100.00 • 47640.000 7900.00 544.94 1.00 .75 1.00 1110.00 100.00 47670.000 790000 543. . . . 99 00 04 .00 210443 30.00 47670.000 7900..00 544.97 .98 .03 98 1018. .00 30.00 47720.000 7900.00 543.99 .00 .00 .00 2042.80 50.00 47720.000 7900.00 544.95 .97 -.02 .97 872.00 50.D0 48350.000 7900.00 544.60 .00 .61 .00 1170.73 630.00 48350.000 7900.00 545.54 .94 .59 .94 240.00 630.00 1 03FEB00 14:01:22 PAGE 52 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SE 0- 30190.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31480.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31480.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31550.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31550.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31750.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31750.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34330.000 PROFILE- I CONVEYANCE CHANCE OUTSIDE ACCEPTABLE WARNING SECNO- 34330.000 PROFILE- RANGE 2 CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35770.000 PROFIT.£. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NARNING SECNO- 35770.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35970.000 PROFILE. 1 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35970.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 36070.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE WARNING SECNO. 36070.000 PROFILE- ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 38235.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38235.000 PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38235.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO. 38235.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38235.000 PROFILE- 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38235.000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 38255.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL ` CAUTION SECNO- 38255.000 PROFILE. 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO- 38380.000 PROFILE- 1 CONVEYANCE CHANGE OUTS ACCEPTABLE RANGE WARNING SECNO- 38380.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 38850.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 39720.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 39720.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41950.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41950.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42050.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 42090.000 PROFILE- 1 WSEL ASSUMED BASED ON MIN DIFF 1 0 3FEBOO 14:01:22 CAUTION SECHO- 42090.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL PAGE 53 CAUTION SECNO- 42090.000 PROFILE- I HYDRAULIC JUMP O.S. CAUTION SECNO- 42090.000 PROFILE- 2 HYDRAULIC JUMP D. S. WARNING SECNO- 42090.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42170.000 PROFILE- 1 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 42170.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47450.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE WARNING SECNO. 47640.000 PROFILE- 2 RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 03FEB00 14:01:22 FLOOIIWAY DATA, GRAPEVINE CREEK PAGE 54 PROFILE NO. 2 _______ FL400O4AY ------- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VEIACITY FIAODAY FLJOIIWAY 27620.000 444. 1830. 5.7 495.7 495.6 30130.000 128. 1370. 7.7 .1 5D2.9 502.2 30189.000 90. 1053. 10.0 .7 502.9 502.1 30190.000 90. 965. 10.9 .8 SOZ.8 502.0 30200.000 90. 989. 10.6 .8 503.1 $02.4 30201.000 90. 1110. 9.5 .7 503.6 503.0 30 250.000 155. 1710. 6.1 .6 504.4 504.0 31310.000 181. 1793. 5.9 .4 506.6 506.2 31480.000 119. 1300. 8.1 ,4 506.9 506.4 31500.000 119. 1300. 8.1 .5 507.1 506.6 31550.000 539. 2798. 3.8 .5 508.0 507.5 31750.000 247. 3059. 3.4 .5 508.2 507.8 32740.000 254. 2811_ 3.7 .4 508.7 508.3 34045.000 266. 2644. 4.0 .4 509.4 509.1 34330.000 260. 2072. 5.1 .3 509.6 509.3 34870.000 256. 1872. 5.6 ,3 510.5 510.3 35450.000 239. 3838. 5.7 .2 511.6 511.5 35570.000 241. 1901. 5.5 .1 531.9 511.8 35770.000 240. 1512. 7.4 .1 512.2 512.1 3 59 70 .000 239. 2118. 5.3 .1 513.1 513.0 36070.000 177. 1476. 7.6 .1 513.0 512.9 36360.000 178. 14 :7. 7.5 .1 513.6 513.6 38220.000 100. 890. 12.6 .0 512.8 512.: 38232.000 100. 892. 12.6 .0 512.9 51 8 2. 0 38235.000 110. 752. 14.9 517.8 517.8 38255.000 150. 1303. 8.6 .p 523.0 521.0 38315.000 260. 3937. 5.8 .0 522.0 522.0 38380.000 234. 1578. 7.1 .0 521.8 521.8 38420.000 233. 1565. 7.2 .0 521.9 521.9 38500.000 233. 154 a- .0 522.1 522.1 38580.000 232. 1506. 7.4 .0 522.3 522.3 38620.000 231. 1495. 7.5 .0 522.4 522.4 38670.000 232. 1529. 7.3 .0 522.6 522.6 38850.000 307. 1461. 7.7 .0 523.5 523.6 -.1 39720.000 403. 2429. 4.6 526.8 526.2 41180.000 600. 3332. 2.4 .6 S29.6 528.7 41950.000 530. 1192. 4.2 ,9 530.6 529.8 9 2050 .000 76. 710. 31.1 .8 530.2 529.4 42090.000 5 70. 1619. 4.9 .8 531.4 530.8 42170.000 1010. 4576. 1.7 .6 532.5 532.1 44200.000 580. 1 4.5 .4 534.1 533.6 45820.000 630. 2072. 3.8 ,5 539.6 539.0 1 .6 03FEB00 14:01:22 DATA PLDODWAY DATA, GRAPEVINE CREEK PAGE 55 PROFILE 2 _______ FIAODNAY _______ WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VEIlDCITY FLDODWAY FLIDODWAY 47450.000 420. 1873. 4.3 544.1 543.3 47540.000 601. 1902. q.2 ,8 549.2 543.4 47640.000 1110. 4436. 1.8 .8 544.9 543.9 1.0 I 47670.000 1018. 4135. 1.9 545.0 544.0 1.0 9 47720.000 872. 3451. 2.3 595.0 599.0 1.0 48350.000 240. 1785. 4.4 545.5 544.6 .9 e9 4 REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS Appendix D Corrected Effective Multi - Profile HEC -2 Model 309REVE5.DAT 3• , ... au.• ..............................• 1.6 1400 1300 •• NEC -2 WATER SVRPACE PROPI LES 491.5 1700 1800 493.0 • VerBion 4.6.2; May 1991 1970 2000 495.2 2026 • RUN DATE 03JUL00 TIME 11:35:53 -0.1 2900 1800 506.3 1900 2180 484.5 x X XXXXXXx xXxxx 2400 2800 513.1 2900 1300 x x x x x 513.7 1900 2138 503.9 2153 x x x x 2207 486.8 2208 2235 500.2 xxxxxxx xxxx x PAGB 2 2263 513.7 2400 2800 x x x x 515.8 1400 1800 513.7 1900 x x x x x 2166 510.4 2166 2180 510.4 x x xxxxxxx xxxxx 2195 1 486.8 2208 2222 494.5 2234 2248 510.4 2248 03JUL00 11:35:53 2263 2700 514..7 2800 .............. ••••••• HEC -2 WATER SURFACE PROFILES Verelon ................. 4.6.2; May 1991 s................... T1 GRAPEVINE CREEK, COPPELL&IRVING,DA COUNTY,TX PIS 10 YEAR DISCHARGE T2 CORRECTED EFFECTIVE FLOOD INSURANCE STUDY NO ENCROACHMENTS T3 GRAPEVINE CREEK 309REVES.DAT BY Halff, APRIL 2000 JI ICHECK INQ NINV IDIR STRT METRIC HVINS Q 2 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 38 1 43 26 8 4 QT 6 6700 9400 10500 13400 11300 10500 NC .065 .070 .045 .1 .3 •'• "NOTE:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH PIS ..... STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 X1 27620 32 1926 1992 50 50 50 OR 509.5 1000 506.7 1100 503.0 1200 498.8 GR 495.1 1422 492.3 1443 4914 1500 4890 GR 491.6 1713 492.2 1731 492..0 1746 493..3 GR 493.2 1926 476.6 1955 474.6 1960 473.9 OR 477.7 1978 479.3 1988 487.4 1992 489.2 OR 499.1 2100 499.0 2200 502.2 2300 504.8 GR 506.8 2600 508.4 2700 NC .065 .065 .045 .1 .3 PROFILE SECTION T - SURVEY SECTION 19 X1 30130 20 2180 2222 1600 2000 2510 GR 512.8 1500 513.0 1600 512.1 1700 510.0 OR 501.8 2000 500.8 2066 495.7 2100 492.4 GR 483.8 2207 484.8 2212 502.0 2222 504.9 GR 510.9 2500 511.4 2600 512.2 2700 512.5 NC 3 .5 ET 90.2 X1 30189 42 2138 2263 59 59 59 GR 517.3 1000 516.9 1100 516.5 1200 516.2 GR 515.3 1500 515.0 1600 514.6 1700 519.3 GR 513.4 2000 513.2 2100 513.3 2138 510.2 CR 502.0 2154 494.1 2166 494.1 2167 492.5 OR 491.5 2181 487.2 2194 {87.2 2195 486.8 GR 487.1 2221 487.1 2222 494.5 2234 494.5 1 03JUL00 11:35:53 OR 500.2 2249 507.2 2260 510.4 2263 513.4 OR 514.0 2500 514.4 2600 514.5 2700 514.7 OR 515.4 3000 515.6 3100 ET 90.21 PROFILE SECTION U - SURVEY SECTION 20 ST. LOUI S- SOUTHWESTERN R.R. xi 30190 58 2138 2263 1 1 1 BT 2 2138 513.3 510.2 2263 513.4 5104 OR 517.3 1000 516.9 3100 516.5 1200 516..2 GR 515.3 1500 S1 5.D 1600 514.6 7700 514.2 GR 513.9 2000 513.2 2100 513.3 2138 510.2 GR 510.4 2153 510.4 2154 502.0 2154 494.1 GR 510.4 2167 494.1 2167 492.5 2173 491.5 GR 510.4 2181 491.5 2181 487.2 2194 510.4 OR 487.2 2195 486.8 2207 510.4 2207 510.4 GR 487.1 2221 510.4 2221 510.4 2222 487.1 GR 510.4 2234 510.4 2235 494.5 2235 500.2 OR 510.4 2249 500.2 2249 507.2 2260 5104 GR 513.7 2400 514.0 2500 514.4 2600 514..5 GR 515.1 2900 515.4 3000 515.6 3100 E T 90.21 X1 30200 30 10 10 X2 1 ET 90.2 X1 30201 42 2138 2263 1 1 1 GR 517.3 1000 516.9 1100 516.5 1200 516.2 GR 515.3 1500 515.0 1600 514.6 1700 514.2 GR 513.4 2D00 513.2 2100 513.3 2138 510.2 GR 502.0 2154 494.1 2166 494.3 2167 992.5 OR 491.5 2181 487.2 2194 487.2 2195 486.8 GR 487.1 2221 487.1 2222 494.5 2234 494.5 OR 500.2 2249 507.2 2260 510.4 2263 513.4 GR 514.0 2500 514.4 2600 514.5 2700 514.7 OR 515.4 3000 515.6 3100 NC 1 .3 ET 8.1 2067 2222 %1 30250 20 2180 2222 49 49 99 OR 512.8 1500 513.0 1600 512.1 1700 510.0 GR 501.8 2000 500.8 2066 495.7 2100 492.4 GR 483.8 2207 484.8 2212 502.0 2222 504.4 GR 510.9 2500 511.4 2600 512.2 2700 512.5 Ef 8.1 1734 1920 X1 31310 19 1863 1920 750 500 1060 OR 515.3 1000 515.3 1100 5120 1200 507.5 GR 504.7 1600 504.7 1700 501..8 1766 497.3 • CVRPS OP ' HYDROLOGIC ENGINEERING CENTER ' 609 SECOND STREET, SUITE D ' • DAVI S, CALIFORNIA 95616 -4687 • (916) 756 -1104 ,••......•... •.•.•••••......... n....., xxxxx x x x xxxxx xxxxx x x xxxxxxx PAGE I THIS RUN EXECUTED 03JUL00 11:35:53 WSEL FQ 492.50 CHNIM ITRACE 67 69 1300 1.6 1400 1300 497.0 1400 1600 491.5 1700 1800 493.0 1900 1965 474.4 1970 2000 495.2 2026 2400 506.2 2500 2800 -0.1 2900 1800 506.3 1900 2180 484.5 2200 2300 507.1 2400 2800 513.1 2900 1300 515.8 1400 1800 513.7 1900 2138 503.9 2153 2173 491.5 2100 2207 486.8 2208 2235 500.2 2248 PAGB 2 2263 513.7 2400 2800 515.1 2900 1300 515.8 1400 1800 513.7 1900 2138 503.9 2153 2166 510.4 2166 2180 510.4 2180 2194 510.4 2195 2208 486.8 2208 2222 494.5 2234 2248 510.4 2248 2263 5134 2263 2700 514..7 2800 1300 515.8 1400 1800 513.7 1900 2138 503.9 2153 2173 491.5 2180 2207 486.8 2208 2235 500.2 2248 2263 513.7 2400 2800 515.1 2900 1800 506.3 1900 2180 484.5 2200 2300 507.1 2400 2800 513.1 2900 -0.4 1400 506.5 1500 1800 491 .1 1863 GR 488 .2 1869 488 .3 1876 509.6 1920 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 1 03JUL00 11:35:53 PAGE 3 PROPILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. X1 31480 33 1795 1915 170 370 170 BT 2 1795 509.1 506.1 1915 509.1 506.1 GR 517.3 1000 516.7 1100 5153 1200 512.9 1300 510.3 1400 GR 508.5 1500 508.1 1600 508 1700 509.1 1795 504.5 1797 GR 495.2 1816 493.3 1826 506.1 1826 506.1 1829 493.3 1829.1 GR 488.7 1845 988.0 1849 991.1 1884 506.3 1884 506.1 1887 GR 491.1 1887 49x.6 1889 505.6 3913 505.9 1915 509.1 1915 GR 511.1 2000 513.1 2100 514.9 2200 516.1 2700 5 16. 6 2400 GR 517.1 2500 517.1 2600 516.8 2700 Xi 31500 20 20 20 X2 I ET 8.1 1666 1920 X1 31550 19 1863 1920 50 50 50 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 3500 OR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GR 488.2 3869 488.3 1876 509.6 1920 511.9 2000 513.2 2100 OR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC .065 .06 .045 .1 .3 HhLI ASSOC. SURV. SECN. AA X1 31750 1 0 1000 1268 180 220 200 GR 509.6 1000 492.74 1071 492.34 1150 490.54 1158 490.74 1173 GR 489.94 1189 488.64 1192 489.34 1196 493.04 1203 513.06 1268 HALFF ASSOC. SURV. SECN. BB X1 32740 13 1000 1293.5 990 990 990 GR 511.47 1000 495.57 1067 493.77 1089 493.57 3306 495.77 1117 OR 493.27 3128 493.07 1132 493.17 1137 494.37 1157 493.67 1203 GR 510.37 1272.5 511.17 1286.5 512.67 1293.5 HALFP ASSOC. SURV. SECN. CC X1 34045 19 1000 1351 1305 1305 1305 GR 518.5 1000 499.9 1069 499.3 1081 498.3 1093 499.3 1101 GR 499.3 3128 497.6 1142 493.1 1162 496.1 1182 499.5 3197 GR 499.6 1207 497.7 1216 495 1226 497.8 1237 498.9 1244 GR 498.9 1268 512.93 1310 513.73 1324 516.53 1351 HALFF ASSOC. SURV. SECN. DO X1 34330 16 1000 1334 285 285 285 GR 518.23 1000 502.47 7065 999.17 1092 498.67 1097 498.87 1117 GR 499.47 1123 50057 1133 49917 1176 498.07 1187 499.17 1194 GR 500.37 1202 502..27 1225 502..57 1271 514.63 1313 515.53 1326 GR 517.83 1334 HALF? ASSOC. SURV. SECN. EE X1 34870 30 1000 1332 540 540 540 GR 519.25 1000 501.96 1066 502.36 1144 501.76 1148 501.26 1158 GR 501.76 1166 502.76 1175 502.06 1262 518.65 1316 520.25 3332 1 03JUL00 11:35:53 PAGE 4 HALFF ASEOC. SURV. SECN. FP MOVED 120' D.S. TO PACE FREE PORT PKWY X1 35450 13 1002 1302 580 580 580 ST 2 1000 521.5 515.8 1302 520.3 536.1 GR 521.5 1000 515.8 1000 519.2 1002 512.1 1029 5056 1049 OR 503.1 1075 500.9 1150 505.3 1225 504.8 1249 512..1 1271 OR 512.8 1300 514.1 1302 520.3 1302 HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY XI 35570 120 120 120 X2 1 QT 6 7300 10000 11200 14200 17000 11200 X1 35770 14 1000 1316 200 200 200 0.8 GR 520.11 1000 505.81 1057 504.01 13 501.71 1093 499.01 1100 GR 502.11 1108 509.71 1114 504.31 115 - 503.71 3168 503.61 1174 GR 503.41 1189 504.71 1204 507.01 1258 522.01 1316 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NATURAL CHANNEL)- - -- APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL X3 35970 30 1000 1264.9 200 200 200 CI 1131 503.2 .040 3 3 -180 CI 1131 501.2 .040 4 4 20 GR 519.01 1000 510.31 1071 509.13 1096.4 504.51 1116.4 499.41 3131.4 GR 505.01 1144.4 507.51 1158.4 508.11 1186.9 520.41 1257.9 521.21 1264.9 NC .3 .5 36070 -36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. 'A' (1- 29 -85) BAF EXTENDED FROM TOPO X1 36070 14 1128 1204 130 60 100 CI 1166 503. 42 . 040 3 3 -120 CI 1166 501.42 .040 4 4 20 GR 520.5 1000 516.3 1078 514.8 1096 512.9 1113 512.7 1128 OR 505.6 1142 501 1168 504.7 1193 513.8 1204 514.3 1228 GR 516.3 1258 516.6 1264 520 1300 522 1450 HALFF ASSOC. SURV. SECN. 'B' (1- 29 -85) BAF X1 36360 9 1125 1162 290 290 290 Cr 1145 504 .035 3 3 -120 CI 1145 502 .035 4 9 20 GR 522 1D00 517.4 1093 513.4 1125 504.4 1135 501.4 1145 GR 504.4 1159 511.7 1162 514.5 1196 517.6 1245 NC .05 .050 .015 BEGIN CONCRETE LINING X1 38220 8 1056 1107 40 40 40 .4 CI -1 504 .015 .01 .01 -100 CI .01 OR 522.4 1000 514 1056 504.1 1065 502 1082 504.1 1098 OR 514.54 1107 516.7 1207 520 1250 I 03JUL00 11:35:53 PAGE 5 BOTTOM OF 6.5' DROP STRUCTURE X1 38232 12 12 12 CI -1 504 .015 .01 .01 - X3 USED TO REFLECT INEFFECTIVE FLAW TOP OF 6.5' DROP STRUCTURE, END CONCRETE X1 38235 3 3 3 CI -1 510.5 .015 .01 .01 X3 1021.5 525 1141.5 525 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLAW HALPF ASSOC. SURV. SECN. X1 38255 20 20 20 CI -1 '510.5 .035 3 3 -90 X3 1006.5 525 1156.5 525 APPROXIMATE CITY LIMITS OF COPPELL X1 38315 8 2670 2860 60 60 60 CI -1 510.5 .035 30 10 -45 GR 525.8 2630 515 2670 514 2740 510.5 2752 510.5 2772 GR 514 2784 515 2860 524.7 2890 NC .015 .015 .045 .1 .3 DS FACE W BOUND I.H.635 ('n' Values, Channel stations and enCr Chewennts have been CorreCted thmugh 635 by A.H.H.) XI 38360 15 2670 2860 65 65 65 .4 CI .01 X3 2630 529.2 2890 529.2 GR 559.4 0 548.5 300 531.5 1400 525.8 2630 515 2670 GR 514 2740 511 2752 511 2772 514 2784 515 2860 GR 524.7 2890 521.2 3800 521.2 4200 526 5400 534.3 5500 SB 1.05 1.2 -2.5 105 4 3920 7.5 511 511 U.S. FACE W. BOUND IH 635 X1 38420 40 40 40 .1 X2 1 528.7 532.8 X3 2630 529.2 2890 529.2 BT 6 559.5 3D0 556.5 1400 539.5 BT 3800 529.2 4200 529.2 5500 534.3 VALLEY SECT BTWN I.N. 635 BRIDGES X1 3B500 BO 80 80 .3 X3 2630 529.2 2890 529.2 NC .015 .015 .045 DS PACE E. BOUND I.H.635 X1 38580 BO 80 80 .4 X3 2630 529.2 2890 529.2 1 03JUL00 11:35:53 PAGE 6 SB 1.05 1.2 -2.5 105 4 3920 7.5 512.2 512.2 US FACE E. BOUND I.H.635 X1 38620 40 40 40 .1 X2 1 528.7 532.8 X3 2630 529.2 2890 529.2 BT 6 559.5 300 556.5 1400 539.5 BT 3800 529.2 4200 529.2 5500 534.3 NC .065 .060 .045 NH 5 0.05 1721 0.065 1732 0.045 1776 0.065 1794 0.05 NH 1846 50' U.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (IOB) X1 38670 15 1717 1813 50 50 50 X3 1339 532.8 GR 526 1000 525 1410 524 1501 519 1643 518 1681 GR 516 1717 515 1721 507 1732 505.09 1746 5D6 1760 GR 514 1776 515 1785 516 1794 517 1813 530 1846 NC .065 .070 .045 NH 5 0.05 1363 0.08 1378 0.045 1404 0.08 1424 0.05 NH 1716 SECTION 38889 IS OLD NOW SECTION 38850 NOW XSECTION - BEGIN BERM(REVISED FOR THIS MODEL PER 2 -2000 RALFF ASSOCIATES TOPO MR) X1 38889 17 1378 1424 268 216 219 X3 1648 532.8 GR 527 1000 525 1142 524 1168 523 1172 522 1199 GR 521 1250 518 1363 517 1378 509 1388 505.86 1396 OR 510 1404 515 1424 516 1447 519 1524 520 1567 GR 523 1647 529 1716 39016 AND 39403 ARE NEW CROSS SECTIONS 2 -2000 FROM HAI TOPO (KHH) NC .050 .070 .045 NH 5 0.05 1447 0.08 1475 0.045 1479 0.08 1510 0.05 NH 1867 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 39016 IS 1447 1743 183 70 127 X3 1782 532.80 GR 527 1009 526 1017 525 1090 524 1310 523 1348 GR 520 1417 519 1447 510 1475 506.34 1477 510 1479 GR 514 1510 520 1646 523 1743 523 1807 529 1867 1 03JMOO 11:35:53 PAGE 7 NH 5 0.05 1752 0.08 1900 0.045 1908 0.08 1972 0.05 NH 2115 EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 39403 23.0 1752 1972 278. 216 387 GR 528.0 1000.0 526.0 1020.0 525.0 1146.0 524.0 1386.0 523.0 1465.0 GR 522.0 1544.0 521.0 1633.0 520.0 1752.0 517.0 1855.0 516.0 1888.0 GR 507.5 1899.0 508.0 1900.0 509.0 1903.0 515.0 1908.0 519.0 1922.0 GR 521.0 1934.0 522.0 1950.0 523.0 1957.0 524.0 1972.0 524.0 2051.0 GR 524.0 2065.0 524.0 2090.0 528.0 2115.0 NH 5 0.05 1912 0.08 1953 0.045 1965 0.08 2078 0.05 a NH 2258 SECTION 39768 IS OLD MEN SECTION 39720 PROFILE SECTION Z - SURVEY SECTION 25 (REVISED POR THIS MODEL PER 2 -2000 RALPF ASSOCIATES TOPO (KHH) X1 39768 26.0 1903 2069.0 91 364 365 GR 528.0 1000.0 527.0 1005.0 526.0 1154.0 525.0 1361.0 524.0 1565.0 GR 523.0 1657.0 522.0 1722.0 521.0 1864.0 520.0 1903.0 516.0 1931.0 GR 515.0 1940.0 511.0 1953.0 510.0 1960.0 509.9 1961.0 510.0 1962.0 OR 515.0 1965.0 516.0 1977.0 517.0 1989.0 519.0 2005.0 520.0 2020.0 GR 522.0 2048.0 523.0 2069.0 524.0 2170.0 525.0 2258.0 526.0 2639.D GR 527.0 2639.0 39900, 40208, 40408 AND 40635 ARE NEW CROSS SECTIONS 2 -2000 FROM HAI TOPO (KH MH 5 0.05 1989 0.08 2046 0.045 2077 0.08 2185 1 0.05 NH 2786 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 39900 28.0 1945 2100.0 93 171 132 GR 529.0 1000.0 527.0 1010.0 526.0 1291.0 525.0 1508.0 524.0 1686.0 GR 523.0 1790.0 522.0 1850.0 521.0 1945.0 520.0 1982.0 519.0 2008.0 GR 518.0 2029.0 515.0 2046.0 512.0 2055.0 511.3 2060.0 512.0 2061.0 GR 518.0 2077.0 519.0 2081.0 520. 2089.0 521.0 21 00 .0 522.0 2153.0 OR 523.0 2178.0 524.0 22120 .0 5250 2387.0 526.0 2472.0 526.0 2527.0 GR 527.0 2592.0 528.0 2719..0 530.0 2786.0 MH 7 0.05 1970 O.OB 1996 0.045 2012 0.08 2039 0.05 NH 2398 0.08 2509 0.05 2799 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 40208 40.0 1907 21880 .0 203 280 308 GR 529.0 1000.0 527.0 1011. 526.0 1342.0 525.0 1592.0 524.0 1785.0 GR 523.0 1907.0 522.0 1931.0 521.0 1951.0 520.0 1970.0 518.0 1977.0 GR 516.0 1990.0 513.0 1996.0 512.5 2000.0 513.0 2002.0 516.0 2008.0 GR 519.0 2027.0 520.0 2039.0 520.0 2100.0 515.0 2123.0 513.3 2128.0 GR 515.0 2131.0 518.0 2147.0 520.0 2161.0 521.0 2176.0 522.0 2188.0 OR 523.0 2232.0 525.0 2304.0 525.0 2364.0 524.0 2369.0 524.0 2398.0 1 03JUL00 11:35:53 PAGE 8 GR 523.0 2428.0 522.0 24600 522.0 24760 523.0 2484.0 5240 2509.0 GR 525.0 2555.0 526.0 2578..0 527.0 2636..0 527.0 2760.0 530..0 2799.0 NH 7 0.05 1834 008 1945 0.045 1952 0.08 2012 0.05 NH 2465 0.08 2563 0..05 2824 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KKK) X1 40408 37.0 1816 2334.0 195 90 200 GR 530.0 1000.0 529.0 1010.0 527.0 1022.0 526.0 1387.0 5250 1729.0 GR 524.0 1816.0 523.0 1834.0 519.0 1856.0 518.0 1937.0 513..0 1945.0 GR 512.3 1950.0 513.0 1952.0 520.0 1960.0 521.0 2012.0 522.0 2046.0 GR 523.0 2062.0 523.0 2097.0 521.0 2132.0 520.0 2136.0 518.0 2149.0 GR 515.0 2159.0 514.0 2166.0 513.8 2167.0 514.0 2169.0 515.0 2171.0 GR 520.0 2192.0 521.0 2205.0 525.0 2334.0 525.0 2411.0 524.0 2465.0 GR 523.0 2502.0 523.0 2550.0 524.0 2563.0 525.0 2597.0 526.0 2622.0 GR 527.0 2790.0 530.0 2824.0 OT 6 5100 7000 7900 9900 6200 7900 NN 5 0.05 1954 0.08 2033 0.045 2042 0.08 2132 0.05 NH 2680 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2-2000 HALFF ASSOCIATES TOPO (KHH) X1 40635 34.0 1894 2092.0 258 207 227 X3 ? 2210.0 530.0 GR 530.0 1000.0 528.0 1009.0 527.0 1053.0 526.0 1767.0 525.0 1894.0 GR 521.0 1954.0 520.0 1997.0 519.0 2026.0 515.0 2033.0 513.0 2039.0 GR 512 -5 2041.0 513.0 2042.0 518.0 2049.0 520.0 2056.0 521.0 2061.0 GR 523.0 2092.0 5240 2132.0 525.0 2192.0 525.0 2230.0 524.0 2244.0 GR 520.0 2270.0 515..0 2286.0 514.0 2290.0 515.0 2295.0 520.0 2324.0 GR 521.0 2329.0 522.0 2365.0 523.0 2378.0 525.0 2450.0 526.0 2508.0 GR 527.0 2650.0 528.0 2660.0 529.0 2670.0 530.0 2680.0 NH 5 .050 2016 -080 2119 .045 2137 .080 2179 .050 NH 2630 X1 40698 30.0 1815 2231.0 76 42 63 X3 2280.0 530.0 GR 530.0 1000.0 528.0 10090 527.0 10640 526.0 1815.0 525.0 19050 GR 524.0 1959.0 522 .0 2004..0 521.0 2016..0 520.0 2083.0 519.0 2119..0 GR 518.0 2130.0 520.0 2137.0 527.0 2154.0 524.0 2179.0 525.0 2231.0 GR 525.0 2315.0 522.0 2347.0 520.0 2355.0 515.0 2380.0 515.0 2384.0 GR 516.0 2394.0 520.0 2414.0 522.0 2430.0 524.0 2468.0 525.0 2496.0 GR 526.0 2542.0 527.0 2590.0 528.0 2600.0 529.0 2615.0 530.0 2630 -0 NN 5 0.05 2164 0.08 2212 0.045 2225 0.07 2404 0.05 NH 2431 SECTION 41138 IS OLD NOM SECTION 41180 END OP A.H.H. CHANNEL IMPROVEMENT DATA (REVISED FOR THIS 1 03JUL00 11:35:53 PAGE 9 MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KKK) X1 41138 23.0 1647 2416.0 105 309 440 GR 531.0 1000.0 530.0 1007.0 528.0 1017.0 527.0 1075.0 527.0 1647.0 CR 526.0 1870.0 525.0 2016.0 524.0 2106.0 523.0 2164.0 522.0 2208.0 GR 519.0 2212.0 518.2 2218.0 520.0 22250 5210 2239.0 521.0 23220 GR 520.0 2327.0 519.0 2330.0 519.0 2339..0 520..0 2348.0 521 .0 2362..0 GR 523.0 2404.0 527.0 2416.0 529.0 2431.0 NH 4 0.05 2022 0.08 2059 0.045 2079 0.07 2304 41340, 41471 AND 41703 ARE NEW CROSS SECTIONS 2 -2000 FROM HAI TOPO (KHH) NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 41340 23.0 1951 2139.0 200 350 202 GR 530.0 1000.0 528.0 1008.0 527.0 1287.0 528.0 1550.0 528.0 i698.0 GR 527.0 1854.0 526.0 1951.0 524.0 1977.0 522.0 2022.0 521.0 2059.0 GR 520.0 2059.0 519.0 2 06 2.0 518.7 2066.0 519.0 2073.0 521.0 2079.0 GR 525.0 2110 .0 527.0 2116.0 528.0 2130.0 530.0 2139.0 53 0.0 2145.0 a GR 529.0 2153.0 529.0 2259.0 530.0 2304.0 NH 5 0.05 1956 0.08 1985 0.045 1992 0.07 2026 0.05 NH 2126 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) XI 41471 18.0 1956 2047.0 87 133 131 GR 530.0 1000.0 528.0 1019.0 528.0 1782.0 527.0 1880.0 526.0 1956.0 GR 525.0 1965.0 520.0 1979.0 519.0 1985.0 518.0 1987.0 517.7 1989.0 GR 518.0 1992.0 521.0 2004.0 524.0 2026.0 528.0 2037.0 530.0 2047.0 OR 529.0 2070.0 529.0 2111.0 530.0 2126.0 NH 5 0.05 1701 0.08 1911 0.045 1920 0.07 1942 0.05 NH 2244 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 41703 23.0 1701 1949.0 295 381 232 GR 532.0 3000.0 531.0 10130 529.0 1022.0 528.0 1053.0 528.0 1252.0 GR 529.0 1564.0 529.0 : 1701..0 528.0 3740.0 527.0 1765.0 526.0 1827.0 Gft 525.0 1858.0 524.0 1897.0 523.0 1911.0 519.0 1918.0 518.6 1919.0 GR 539.0 1920.0 511.0 1942.0 532.0 1949.0 532.0 2023.0 510.0 2036.0 GR 530.0 2192.0 571.0 2225.0 532.0 2294.0 NH 5 0.05 1757 0.08 1782 0.045 1788 0.07 1825 0.05 NH 2317 SECTION 42040 IS OLD MGM SECTION 41950 100' DS RADIO RD (REVISED FOR THIS MODEL PER 2 -2000 1 03JUL00 11:35:53 PAGE 30 HALFF ASSOCIATES TOPO (KHH) XI 42040 21.0 3639 1825.0 171 344 337 GR 533.0 916.00 531.0 1000.0 529.0 1007.0 29.0 1373.0 53 0 1618.0 GR 530.0 1639.0 529.0 1669.0 528.0 1709.0 .0 1757.0 525.0 1771.0 GR 529.0 1775.0 521.0 1782.0 520.5 1785.0 521 0 1788.0 527.0 1816.0 GR 528.0 1825.0 529.0 1894.0 530.0 1987.0 531. 2249.0 512.0 2308.0 GR 532.15 2317.0 SECTION 42138 IS OLD NDM SECTION 92050 / NH 3 0.05 1266 0.045 2062 0.05 3630 D 4-� /// r O4 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 n •/ (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 42138 21.0 1982 2062.0 98 98 98 X3 10 529.29 529.29 GR 540.0 1000.0 530.0 1019.0 531.0 1047.0 531.0 1110.0 530.0 1124.0 GR 570.0 1266.0 529.0 1285.0 529.0 1520.0 530.0 1778.0 530.0 1982.0 GR 521.0 2018.0 519.84 2022.0 521.0 2026.0 530.0 2062.0 530.0 2349.0 GR 531.0 2454.0 532.0 2521.0 532.0 2672.0 532.0 2954.0 530.0 3083.0 GR 535.0 3630.0 SECTION 42200 IS OLD NDM SECTION 42090 NC .065 .070 .045 SB 1.05 2.268 -2.5 8 4 316.93 4 519.85 519.84 US FACE RADIO RD SECT 826 X1 42200 62 62 62 .1 X2 1 528.71 530.86 X3 30 530.86 530.86 BT -25 1106 528.24 1269 528.50 1566 529.94 BT 1566 529.94 1812 530.14 1827 530.00 BT 1840 510.20 1920 530.26 1933 530.10 BT 2003 529.73 2076 529.57 2140 530.16 BT 2167 530.15 2190 530.09 2210 530.19 BT 2251 530.58 2261 530.73 2314 530.93 BT 2327 531.14 2393 532.30 .2395 572.29 BT 2478 533.43 2519 533.49 2525 533.07 BT 2539 533.24 SECTION 42280 IS OLD SECTION 42170 (APPROXIMATELY CROSS FEMA CROSS SECTION J) ^ � C / � V - t Lo PROFII& SECTION BB - SURVEY SECTION 27 X1 42280 28 1791 1810 80 80 80 GR 540 0 539.0 300 538.0 200 53 300 536.0 400 GR 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 1400 GR 529.4 1500 529.7 1600 527.9 17 D0 529.5 1713 522.0 1791 GR 521.7 1797 520 7 . 1800 521.7 1808 522.5 1810 525.8 1900 GR 528.2 2000 529.7 2100 529.8 2200 530.2 2300 53D.4 2500 GR 530.6 2500 530.8 2600 540.0 3800 1 03JUL00 11:35:53 PAGE 11 PROFILE SECTION CC - SURVEY SECTION 28 XI 44200 32 1740 1786 1800 1300 2030 OR 5500 600 548.0 650 SS6.0 700 544.0 750 542.0 800 GR 535..9 1000 575 .2 1100 534.3 1200 534.1 1300 533. 8 1900 GR 533.2 1500 530.8 1600 528.8 1644 527.7 1700 526.8 1740 GR 524.9 1757 525.4 1768 531.9 1786 531.9 1800 532.2 1900 GR 532.3 2000 532.6 21D0 532.5 2200 532.0 2300 532.2 2400 GR 531.8 2500 532.3 2600 532.5 2700 532.9 2800 533.3 2900 GR 533.5 3000 550.0 3500 QT 6 5100 7000 7900 9900 7500 7900 PROFILE SECTION DO - SURVEY SECTION 29 X1 45820 26 2160 2187 1400 1000 1620 GR 541.7 1000 540.7 1100 539.6 1200 538.8 1300 53 6 1400 GR 538.2 1500 578.8 1548 538.7 1562 537.8 1600 537.7 1700 GR 538.2 1800 537.8 1900 538.2 2000 538.4 2000 533.4 2094 GR 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 GR 537.2 2300 537.7 2900 537.5 2500 538.6 2600 539.2 2700 GR 540.0 28D0 ET 500.2 PROFILE SECTION EE - SURVEY SECTION 30 XI 47450 26 2349 2369 1250 1350 1630 GR 545.7 1000 544.9 1100 544.3 1200 543.6 1300 542.8 1400 GR 542.5 1500 592.1 1600 541.7 1700 591.1 1800 541.0 1900 GR 590.8 2000 541. 2 2100 541 .6 2166 541.6 2 182 54.4 1 2200 OR 540.3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 GR 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 GR 544.6 2800 ET 650.2 100' DS COUNTY LINE RD X1 47540 35 1511 1591 10 200 90 t.5 GR 549.3 50 543.6 150 542.8 250 542.5 350 542.1 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 GR 541.3 1100 591.3 1200 541.2 1300 541.7 1400 541.7 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 GR 534.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 GR 541.7 1591 541.4 1600 541.6 1700 541.4 1800 541.5 OR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 ET 1110.2 D.S. FACE COUNTY LINE RD, PROFILE SECTION FP - SURVEY SECTION 31 X1 47640 37 1511 1591 100 100 100 X3 10 540.4 540.4 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 OR 547.7 550 591.3 650 541.0 750 540.8 850 541.2 OR 541.3 1100 591.3 1200 541.2 1300 541.7 1400 541.7 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 GR 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 GR 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.6 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 OR 544.0 2200 545.7 2300 1 03JUL00 11:35:53 ET 1020.2 SB 1.05 2.705 -2.5 66.5 4 416.7 1.125 534.4 U.S. FACE COUNTY LINE RD SECT 831 X1 47670 30 30 30 X2 1 540.4 541.7 X3 10 540.4 540. RT 2 1511 541.8 540.4 1591 541.7 540.4 ET 875.2 50' U.S. COUNTY LINE RD X1 47720 35 1511 1591 50 50 50 .3 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 GR 541.3 1100 591.3 1200 5412 .0 1300 541.7 1900 541.7 GR 541.8 1511 538.6 1511 531. 1525 530.7 1529 534.0 GR 534.5 1542 534.9 1544 5353 1565 536.4 1584 538.4 OR 541.7 1591 541.4 1600 541.6 1700 541.4 1800 541.5 GR 543.0 2000 542.8 2012 592..4 2100 544.0 2200 545.7 ET 240.2 PROFILE S GO - SURVEY SECTION 32 X1 48350 25 2130 2300 600 300 630 GR 549.5 1000 546.9 1100 546.8 1200 545.7 1300 5449 GR 544.1 1500 544.5 1600 544.1 1700 544.2 1800 544..0 GR 543.9 2000 544.2 2100 543.4 2130 537.9 2154 535.4 GR 537.7 2257 539.1 2300 539.6 2400 539.6 2423 5432 GR 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547..7 1 03 00 11:35:53 SECNO DEPTH CWSEL CRIWS WSBOX EG HV HL OLASS L -BANK ELEV Q QLOB QCH QROB ALAB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EL41N SSTA SLOPE XL.OBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 1 0 CCHV- .100 CEHV- .300 • SECND 27620.000 3265 DIVIDED FIAW •••••NOTE:SB CARD HEIR COEPP. C1K:'D. TO -2.5 TO MATCH PIS ..... STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 17.00 492.50 .00 492-50 493.78 1.28 .00 .00 494.80 6700.0 201.6 6440.3 58.1 147.4 695.1 27.1 .0 .0 489.00 .00 1.37 9.27 2.15 .065 .045 .070 .000 475.50 1520.83 .003833 50. 50. 50. 0 0 0 .00 232.51 2007.37 CCHV- .100 CEHV- .300 • SECNO 30130.000 3301 HV CHANGED MORE THAN HVINS PROFILE SHCTI ON T - SURVEY SECTION 19 30130.000 16.97 500.67 .00 .00 501.40 .73 7.56 .06 492.30 6700.0 2503.1 4196.9 .0 623.2 519.2 .0 49.8 8.3 501.90 .10 4.02 8.08 .00 .065 .045 .000 .000 483.70 2066.21 .002794 1600. 2510. 2000. 2 0 0 .00 155.08 2221.28 CCHV- .300 CEHV- .500 • SECNO 30189.000 30189.000 13.94 500.74 .00 .00 501.68 .95 .18 .11 513.30 6700.0 .0 6700.0 .0 .0 858.5 .0 51.3 8.4 513.40 .10 .00 7.80 .00 .000 .045 .000 .000 486.80 2155.92 .003192 59. 59. 59. 2 0 0 .00 93.92 2249.84 • SECNO 30190.000 3265 DIVI ➢ED FLAW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .51 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRINS WSELK ED LN HL OLOSS L -BANK ELEV Q QLOB QCH OROB ALAB ACH AROB VOL TWA R -BANK ELEV TIMH VLAB VCH VROB XNL XNCH XNR WTN EIMIN MA SLOPE XLABL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMIDGE, NRD- AL BR 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 PROFILE SECT ON U - SURVEY SECTION 20 ST.IAUIS- SOUTHWESTERN R.R. 30190.000 13.85 500.65 .00 .00 501.78 1.12 .01 .09 51330 .40 6700.0 .0 6700.0 .0 .0 787.5 .0 51.1 8.4 513. .30 .00 8.51 .00 .000 .045 .000 .000 486.80 2156.05 .012076 1. 1. 1. 2 0 0 .00 86.66 2249.71 • SECN0 30200.000 3265 DIVIDED FLAW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELI.C- 510.40 30200.000 14.02 500.82 .00 .00 501.91 1.08 .12 .01 513.30 6700.0 .0 6700.0 .0 .0 802.5 .0 51.3 8.5 513.40 .10 .00 8.35 .00 .000 .045 .000 .000 486.80 2155.79 .011551 30. 30. 30. 2 0 0 .00 87.20 2249.98 •SECN0 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO - 2.01 2700 450 950 1500 1535 1591 1900 2300 450 950 1500 1535 1567 1700 2100 PAGE 12 534.4 450 950 1500 1535 1591 1900 2300 14D0 1900 2200 2451 2900 PAGE 13 PACE 14 i 30201.000 14.30 501.10 .00 .00 501.97 .87 .01 .06 513.30 6700.0 .0 6700.0 .0 -0 893.1 .0 51.3 8.5 513.40 .10 .00 7.50 .00 .000 .045 .000 .000 486.80 2155.36 .002840 1. 1. 1- 2 0 0 .00 95.05 2250.42 CCHV. .100 CEHV. .300 ' SECNO 30250.000 30250 .000 17.75 501.55 .00 .00 502.12 .57 .12 .03 492.40 6700.0 2694.2 4005.8 .0 730.8 551.6 .0 52.6 8.6 502.00 .10 3.69 7.26 .00 .065 -045 .000 .000 483.80 2016.50 .002129 49. 49. 49. 2 0 0 .00 205.24 2221.74 ' SECNO 31310.000 31310.000 15.84 503.64 -00 .00 504.14 .49 2.00 .01 490.70 6700.0 3602.2 3097.8 .0 830.3 452.9 .0 78.2 12.4 509.20 .15 4.34 6.84 .00 .065 .045 .000 .000 487.80 1714.93 .002259 750. 3060. 500. 2 0 0 .DO 193.59 1908.52 1 03JTJL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIOSS L -BANK ELEV Q QLOB QCH QROB AIDS ACH ARDS VOL TWA R -BANK ELEV TINE VIOB VCH VROB XNL XNCH XNR WLN ELMIN SSTA SLOPE XIABL XLCH XIDBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 31480.000 3265 DIVIDED FLAW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD= 509.10 MAX ELLC- 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 15.99 503.99 .00 .00 504.60 .61 .43 .03 509.10 6700.0 .0 6700.0 .0 .0 1070.0 .0 82.8 13.0 509.10 .16 .00 6.26 .00 .000 .045 .000 .000 488.00 1798.04 - .002846 170. 170. 170. 2 0 0 .00 105.44 1909.49 'SECNO 31500.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, CORD. 2 MIN ELTRD. 509.30 MAX ELLC. 506.10 31500.000 16.06 504.06 .00 -00 504.66 .60 .06 .00 509.10 6700.0 .0 6700.0 .0 .0 1076.0 -0 83.3 13.0 509.10 .16 .00 6.23 .00 .000 .045 .000 .000 488.00 1797.92 .002804 20. 20. 20. 1 0 0 .00 105.68 1909.62 ' SECNO 31550.000 31550.000 16.14 504.34 .00 .00 504.79 .45 .12 .02 491.10 6700.0 3639.8 3060.2 .0 875.3 466.6 .0 89.7 13.2 509.60 .16 4.16 6.56 .00 .065 .045 .000 .000 488.20 1708.16 .002033 50. 50. 50- 2 0 0 .00 200.98 1909.14 CCHV. .100 CEHV. .300 ' SECNO 31750.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.33 HALPP ASSOC. SURV. SECN- AA 31750.000 16.19 504.83 .00 .00 504.97 .14 .14 .03 509.60 6700.0 .0 6700.0 .0 .0 2260.5 -0 92.8 14.1 513.06 .18 .00 2.96 .00 .000 .045 .000 .000 488.64 1020.11 .000373 180. 200, 220. 0 0 0 .00 221.15 1241.26 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELZV Q QLOB QCH OROB ALO ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 32740.000 HALF P ASSOC. SURV. SECN. BE 32740.000 12.19 505 -26 .00 .00 505.43 .17 .45 .01 511.47 6700.0 .0 6700.0 .0 .0 1996.8 -0 141.1 19.2 512.67 .26 .00 3.36 .00 .000 .045 .000 .000 493.07 1026.19 .000572 990. 990. 990. 2 0 0 .00 225.02 1251.21 ' SECNO 34045.000 HAL" ASSOC. SURV. SECN. CC 34045.000 13.05 506.15 .00 .00 506.36 .21 .92 .01 518.50 6700.0 .0 6700.0 .0 .0 18D8.7 .0 198.1 26.2 516.53 .36 .00 3.70 .00 .000 .045 .000 .000 493.10 1045.82 .000891 1305. 1305. 1305. 2 0 0 .00 243.88 1289.70 ' SECNO 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .58 HALFF ASSOC, SURV. SECN. DD 34330.000 8.34 506.41 .00 .00 506.83 .42 .41 .06 518.23 6700.0 .0 6700.0 .0 .0 1280.8 .0 208.7 27.8 517.83 .37 .00 5.23 .00 .000 .045 .000 .000 498. 07 .002650 285. 285. 285. 2 0 0 .00 235.84.36 12 1048.76 ' SECNO 34870.000 HALFF ASSOC. SURV. SECN. EE 34870.000 6.65 507.91 .00 .00 508.36 .45 1.52 .01 519.25 6700.0 .0 6700.0 .0 .0 1237.9 .0 223.9 30.7 520.25 .40 .00 5.41 .00 .000 .045 .000 .000 501.26 1043.31 .003002 540. 540. 540. 2 0 0 .00 237.49 1280.80 ' SECNO 35450.000 3370 NORMAL, BRIDGE, NRD= 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFF ASSOC. SURV. SECN. FF MOVED 120• D.S. TO FACE FREEPORT PKWY 35450.000 8.56 509.46 -00 .00 509.85 -39 1.48 .01 514.20 6700.0 -0 6700 -0 .0 .0 1330.7 .0 241.0 33.8 520.30 .43 .00 5.03 .00 .000 .045 .000 .000 500.90 1037.13 .002206 580. 580. 500. 2 0 0 .00 225.92 1263.04 1 03JUL00 11:35:53 SECNO DEPTH CHSEL CRIWS WSELK EG HV HL OIASS L -BANK ELEV 0 QLOB QCH OR AL.OB ACH AROB VOL TWA R -BANK ELEV TIME VIOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOM D ENDST ' SECNO 35570.000 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFF ASSOC. SURV. SECN. FF U.S. PACE FREEPORT PKWY 35570.000 8.84 509.74 .00 .DO 510.10 .36 .25 .00 514 .2D 6700.0 .0 6700.0 .0 .0 1395 -3 .0 244.7 34.4 520.30 .44 .00 4.80 .00 .000 .045 .000 .000 500.90 1036.25 .001904 120. 120. 120. 2 0 0 .00 227.65 1263.90 ' SECNO 35770 -000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OP ACCEPTABLE RANGE, KRATIO .61 35770.000 10.28 510.09 .00 .00 510.88 .78 .65 .13 520.91 7300 -0 .0 7300.0 .0 .0 1027.0 .0 250.3 35.5 522.81 .45 .00 7.11 .00 .000 .095 .000 .000 499.01 1093.12 .006172 200. 200. 200. 2 0 0 .00 223.70 1266.82 • SECNO 35970.000 CHIMP MP 1131 -00 CELCH= 503.20 BW= 180.00 STCHL= 1000.00 STCHR= 1264.90 CHIMP CISTA= 1131.00 CELCH= 501.20 BW. 20.00 STCHL. 1000.00 STCHR= 1264.90 EXCAVATION DATA AEX. 1557. 1SQ -FT VEXR= .OK•CU -YD VEXT= .OK -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 2.45 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NATURAL CHANNEL)— -- APPROX. NEAR OLD COE STA- 37550. PAGE 15 PAGE 16 PAGE 17 BEGIN IMPROVED CHANNEL 35970.000 9.83 511.03 .00 -00 511.34 .30 .41 .05 516.87 7300.0 .0 7300.0 .0 .0 1650.1 .0 256.4 36.5 517.63 -46 .00 4.42 .00 .000 .040 .000 .000 501.20 1017.50 .001025 200. 200. 200. 2 0 0 .00 227.00 1244.50 CCHV- .300 CEHV= .500 - SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH- 503.42 BW- 120.00 STGHL- 1060.33 STCHR= 1266.15 CHIMP CLSTA- 1166.00 CELCH- 501.42 BW- 20.00 STCHL- 1060.33 STCHR= 1266.15 1 03 JUL00 11:35:53 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 VO4 VROB XNL XNCH XNR WIN EI.MIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EXCAVATION DATA AEX- 1301.7SQ -FT VEXR" 4.9K'CU -YD VEXT- 4.9K'CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .66 36070 -36140 MOVED 70' D.S- HALFP ASSOC. SURV. SECN. 'A" (1- 29 -85) BAP EXTENDED FROM TORO 36070.000 9.60 511.02 .OD .00 511.65 .64 .15 .17 510.64 7300.0 .0 7300.0 .0 -0 1140.7 .0 259.6 36.9 516.80 .47 .00 6.40 .00 .000 .040 .000 .000 501.42 1083.21 .002318 130. 100. 60. 2 0 0 .00 165.58 1248.79 - SECNO 36360.000 CHIMP CLSTA- 1145.00 CELCH= 504.00 BW- 120.00 STCHL- 1036.40 STCHR. 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL- 1036.40 STCHR- 1245.00 EXCAVATION DATA EX A- 1532.7SQ -FT VEXR- 14. 1K'CU -YD VEXT- 19. 1K -CU -YD HALFF ASSOC. SURV. SECN. "B• (1- 29 -85) BAF 36360.000 9.60 511.60 .00 .00 512.24 .64 .58 .00 520.20 7300.0 .0 7300.0 .0 .0 1141.4' -0 267.2 38.0 517.33 .48 .00 6.40 .00 .000 .035 .000 .000 502.00 1062.20 .001771 290. 290. 290. 2 0 0 .00 165.60 1227.80 - SECNO 38220.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX; 658.4SQ -FT VEXR- 1.6K -CU -YD VEXT- 20.7K-CU-YD 3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 7.16 511.16 .00 .00 512.77 1.61 05 .49 518.10 7300.0 .0 7300.0 .0 .0 717.6 .0 268.1 38.2 515.47 .48 .00 10.17 .00 .000 .015 .000 .000 504.00 1031.43 .000911 40. 40. 40. 2 0 0 .00 100.14 1131.57 I 03UUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLO SS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECNO 38232.000 CHIMP CLSTA= 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.45Q -FT VEXR- .3K'N -YD VEXT- 21.0K -CU -YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 7.1E 511.18 .00 .00 512.78 1.60 .01 .00 518.10 7300.0 .0 7300.0 .0 .0 718.6 .0 268.3 38.2 515.47 .48 .00 10.16 .00 .000 .015 .000 .000 504.00 1031.43 .000907 12. 12. 12. 0 0 0 -00 100.14 1131.57 - SECNO 38235.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 100.00 STCHL- 1031 -42 STCHR- 1131.55 EXCAVATION DATA AEX- 7.1SQ -FT VEXR= .0K -CU -YD VEXT- 2I.0K -CU -YD 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH AS UMED 3470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 ELENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 5.49 515.99 515.99 .00 518.73 2.74 .00 .57 518.09 7300.0 .0 7296.9 3.1 .0 549.5 4.1 268.3 38.2 515.47 .48 .00 13.28 .74 .000 .015 .050 BOB . 510.50 1031.45 .002116 3. 3. 3. 20 15 0 .00 110.05 1141.50 - SECNO 38255.ODO CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 90.00 STCHL- 1000.00 STCHR= 1142.09 EXCAVATION DATA AEX- 111.OSQ -FT VEXR- .OK'CU -YD VEXT- 21.IK'CU -YD 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 1 03 00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -RANK ELEV Q QLOB QCH QROS ADDS ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE- 1 TARGET= 150.000 ELENCL- 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLAW HALFF ASSOC. SURV. SECN. 38255.000 7.71 518.21 516.04 .00 519.28 1.07 .05 .50 525.00 7300.0 .0 7208.9 91.1 .0 863.5 34.0 268.7 38.3 515.70 .48 .00 8.35 2.68 .000 .035 .050 .000 510.50 1013.35 .003123 20. 20. 20, 23 5 0 .00 143.15 1156.50 - SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH- 510.50 BW= 45.00 STCHL- 2630.00 STCHR= 2890.00 EXCAVATION DATA AEX- 259.2SQ -PT VEXR- .4K'CU -YD VEXT= 21.5K -CU -YD 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMITS OF COPPELL 38315.000 8.53 519.03 .00 .00 519.58 .55 .15 -16 521.75 7300.0 .0 7300.0 .0 .0 1226.5 .0 270.1 38.5 520.75 .48 .00 5.95 .00 .000 .035 .000 .000 510.50 2655.06 .001980 60. 60. 60. 3 0 0 .00 217.76 2872.83 CCHV- .100 CEHV- .300 - SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .53 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET= 260.000 ELENCL- 529.20 ELENCR= 529.20 DS FACE W BOUND I.H.635 ('n' Values, Channel stations and enCroa Chments have been Corrected through 635 by A.H.H.) PAGE 18 PAGE 19 PAGE 20 38380.000 7.54 518.94 .00 .00 519.94 1.00 .22 .13 515.40 7300.0 274.6 6798.3 227.1 23.2 885.8 19.4 271.7 38.8 515.40 .48 11.83 7.67 11.71 .015 .045 .015 .000 511.40 2656.89 .006972 65. 65. 65. 2 0 0 .00 214.07 2870.95 1 03JULA0 11:35:53 S ECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIOSS L -BANK ELEV Q QIAB QCH QROB ALOB ACH AR 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 SPECIAL BRIDGE SB XK XKOR COFQ ROLEN B BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.D0 3920.00 7.50 511.00 511.00 •SECNO 38420.000 CUSS A LAW FLOW 3420 BRIDGE W.S.= 518.91 BRIDGE VELOCITY- 5.76 CALCULATED CHANNEL AREA- 1267. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA :.00 520.03 .09 0. 7300. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- I TARGET= 260.000 ELENCL- 529.20 ELENCR- 529.20 V.S. FACE W. BOUND IH 635 38420.000 7.53 519.03 .00 .00 520.03 1.01 .09 .00 515.50 7300.0 273.0 6801.3 225.7 23.0 882.8 19.2 272.6 39.0 515.50 .49 11.86 7.70 11.75 .015 .045 .015 .000 511.50 2656.94 .007058 40. 40. 40. 0 0 0 .00 213.96 2870.90 •SECNG 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2690.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 VALLEY SECT BTWN I.N. 635 BRIDGES 38500.000 7.87 519.67 .00 .00 520.54 .87 .49 .O1 515.80 7300.0 307.9 6737.4 254.6 27.7 948.5 23.2 274.3 39.4 515.80 .49 11.10 7.10 10.99 .015 .045 .015 .000 511.80 2655.66 .005452 80. B0. 80. 2 0 0 .00 216.31 2871.97 •SETO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE E. BOUND I.H.635 38580. 000 7.92 520.12 .00 .00 520.97 .85 .43 .00 516.20 7300.0 312.6 6728.9 258.5 28.4 957.3 23.7 276.2 39.8 516.20 .49 13.00 7.03 10.89 .015 .045 .015 .000 512.20 2655.49 .005272 80- 80. 80. 2 0 0 .00 216.62 2872.12 1 03JUL00 11:35:53 S ECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLAB QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR NTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RULER BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 •SECNO 38620.000 CLASS A LAW FLOW 3420 BRIDGE W.S.- 520.08 BRIDGE VELOCITY- 5.78 CALCULATED CHANNEL AREA- 1262. EGPRS EGLWC H3 QWEIR QLAW BAREA TRAPE20ID ELLC ELTRD WEIRLN AREA .00 521.05 .07 0. 7300. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET= 260.000 ELENCL- 529.20 ELENCR= 529.20 US FACE E. BOUND I.H.635 38620.000 7.88 520.18 .00 .00 521.05 .86 08 .00 516.30 7300.0 309.2 6735.0 255.7 27.9 951.0 23.3 277.1 40.0 516.30 .49 11.07 7.08 10.96 .015 .045 .015 .ODD 512.30 2655.61 .005401 40. 40. 40. 0 0 0 .00 216.40 2812.01 1490 NH CARD USED •SECNO 38670.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS= 1339.0 1846.0 TYPE= 1 TARGET= - 1339.000 ELENCL- 532.80 ELENCR- 100000.00 50' U.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 38670.000 15.44 520.53 .00 .00 521.28 .75 .22 .01 516.00 7300.0 810.3 6449.7 40.0 237.3 882.0 15.8 278.3 40.3 517.00 .50 3.41 7.31 2.53 .050 .053 .050 .000 505.09 1599.59 .003748 50. 50. 50. 2 0 0 .00 222.37 1821.96 1490 NH CARD USED •SECNO 38889.000 1 03JUL00 11:35:53 S ECHO DEPTH C34SEL CRIWS WSELK EG HV HL OLASS L -BANK ELEV Q QLOB QCH QROB AIAB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XIOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- .0 1648.0 TYPE- 1 TARGET- 1647.999 NDM XSECLION - BEGIN BERMIREVISED FOR THIS MODEL PER 2 -2000 HALFP ASSOCIATES TOPO DOLE) 38689.000 15.78 521.64 .00 .00 522.18 .54 .88 .02 517.00 7300.0 965.5 3518.2 2816.3 315 -1 492.8 588.7 285.0 42.0 515.00 .51 3.06 7.14 4.78 .056 .060 .050 .000 505.86 1217.13 .004089 268. 219. 216. 2 0 0 .00 393.73 1610.85 1490 NH CARD USED •SECNO 39016.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- .0 1782.0 TYPE= 1 TARGET- 1781.999 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KITH) 39016.000 16.00 522.34 .00 .00 522.69 .35 .49 .02 519.00 7300.0 454.0 6846.0 .0 148.4 1412.2 .0 289.2 43.1 523.00 .51 3.06 4.85 .00 .050 .057 .000 .000 506.34 1363.12 .004013 183. 127. 70. 2 0 0 .00 358.61 1721.74 1490 NH CARD USED •SECNO 39403.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED EW SECTION ADDED 1O REVISED EXISTING MODEL PER 2 -2000 RALFF ASSOCIATES TOPO IKHH) 39403.000 16.92 523.92 .00 .00 524.12 .20 1.42 .O1 520.00 7300.0 2694.5 4605.5 .0 768.1 1258.0 .0 304.0 46.7 524.00 .54 3.51 3.66 .00 .050 .078 .000 .000 507.50 1392.30 .003784 278. 387. 216. 2 0 0 .00 578.50 1970.80 1490 NH CARD USED •SECNO 39768.000 PAGE 21 PAGE 22 PAGE 23 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED PROFILE SECTION 2 - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39768.000 14.88 524.78 .00 .00 524.95 .17 .83 .00 520.00 7300.0 2944.0 4097.1 258.9 961.2 1145.2 156.2 316.5 49.9 523.00 .56 3.06 3.58 1.66 .050 .077 .050 .000 50990 1405.67 .002724 91. 365. 364. 2 0 0 .00 833..05 2238.73 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG NV HL GLOSS L- BANK ELEV Q QLOB QCH QROB A108 ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED `SECNO 39900.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALF" ASSOCIATES TOPO (KHH) 39900.000 13.73 525.03 .00 .00 525.27 .23 .29 .02 52100 7300.0 1837.5 4761.6 700.8 741.8 1058.6 415.9 322.8 52.3 521..00 .57 2.48 4.50 1.69 .050 .055 .070 .000 511.30 1500.95 .002146 93. 132. 171. 2 0 0 .00 888.81 2389.76 1490 NH CARD USED •SECN0 40208.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO OM) 40208.000 13.10 525.60 .00 .00 525.72 .12 .44 .01 523.00 7300.0 671.1 5655.3 973.5 511.8 1830.8 689.9 339.5 58.1 522.00 .60 1.31 3.09 1.41 .050 .057 .061 .000 512.50 1442.94 .001158 203. 308. 280. 2 0 0 .00 1125.78 2568.71 1490 NH CARD USED •SECNO 40408.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40408.000 13.54 525.84 .00 .00 525.93 .09 .21 .00 524.00 7300.0 204.9 6601.8 493.4 238.4 2659.4 495.6 352.7 62.5 525.00 .62 .86 2.48 1.11 .050 .058 .068 .000 512.70 1440.69 .001072 195. 200. 90. 2 0 0 .00 1177.39 2618.08 1490 NH CARD USED •SECNO 40635.000 1530 MANNINGS N VALUES FOR CHANNEL CGMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .36 3470 ENCROACHMENT STATIONS- .0 2210.0 TYPE. 1 TARGET- 2209.999 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HAL" ASSOCIATES TOPO (KHR) 40635.000 13.61 526.11 .00 .00 526.36 .24 .38 .OS 525.00 5100.0 106.8 4465.2 528.1 81.2 1074.9 220.6 364.9 67.1 523.00 .64 1.32 4.15 2.39 .050 .070 .063 .000 512.50 1690.56 .004138 258. 227. 207. 1 0 0 .00 519.44 2210.00 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL OLOSS L -BANX ELEV Q GLOB QCH QROB ALOB ACH ARDS 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 3990 NH CARD USED •SECNO 40698.000 3470 ENCROACHMENT STATIONS. .0 2280.0 TYPE- 1 TARGET. 2279.999 40698.000 11.41 526.41 .00 .00 526.59 .18 .22 .01 526.00 5100.0 35.8 4923.5 140.8 62.4 1435.5 69.0 367.0 68.0 525.00 .65 .57 3.43 2.04 .050 .055 .050 .000 515.00 1508.94 .003105 76. 63. 42. 2 0 0 .00 771.06 2280.00 1490 NH CARD USED •SECNO 41138.000 1530 MANN NGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.56 END OF A.H.H. CHANNEL IMPROVEMENT DATA (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41138.000 9.16 527.36 .00 .00 527.42 .06 .82 .01 527.00 5100.0 109.4 4990.4 .2 206.9 2467.5 .5 387.3 75.3 527.00 .71 .53 2.02 .33 .050 .057 .050 .000 518.20 1054.39 .001274 105. 440. 309. 2 0 0 .00 1364.28 2418.67 1490 NH CARD USED •SECN0 41340.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .47 NEW SECTION AGUE D TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41340.000 8.82 527.52 .00 .00 528.03 .50 .48 .13 526.00 5100.0 322.0 4778.0 .0 197.9 814.0 .0 395.8 79.9 530.00 .72 1.63 5.87 .00 .050 .054 .000 .000 518.70 1139.17 .D05797 200. 202, 350. 2 0 0 .00 639.25 2123.42 1490 NH CARD USED •SECNO 41471.000 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLDSS L- BAN % ELEV Q QLOB QCH OROB ALOB ACH AROB VOL TWA R- BAH% ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICCUT CORAR TOPWID BROST 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41471.000 10.72 528.42 528.42 .00 529.02 .60 .94 .03 526.00 5100.0 1494.5 3605.5 .0 555.0 499.5 .0 398.5 81.7 530.00 .72 2.69 7.22 .00 .050 .069 .000 .000 517.70 1015.03 .010617 87. 131. 133. 4 12 0 .00 1024.05 2039.09 1490 NH CARD USED •SECN0 41703.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.05 NEW SECTION ADDED 71O REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO IKHH) 41703.000 11.56 530.16 .00 .00 530.25 .09 1.17 .05 529.00 5100.0 2545.3 2543.0 11.7 1164.4 1018.8 26.2 408.5 88.4 532.00 .75 2.19 2.50 .45 .050 .078 .050 .000 518.60 1016.76 .002533 295. 232. 181. 3 0 0 .00 1086.22 2197.44 1490 NH CARD USED •SECNO 42040.000 100' DS RADIO RD (REVISED FOR THIS MODEL PER 2 -2000 PAGE 24 PAGE 25 PAGE 26 HALFF ASSOCIATES TOPO (KHH) 42040.000 10.29 530.79 .00 .00 530.90 .31 .64 .01 530.00 5100.0 1945.4 2495.6 659.0 992.4 749.1 359.1 421.1 94.7 528.00 .78 1.96 3.33 1.83 .050 .054 .050 .000 520.50 1000.74 .002326 171. 337_ 344. 3 0 0 .00 1192.82 2193.56 1490 NH CARD USED 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 42138.000 3265 DIVIDED FLOW DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVI SED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 42138.000 11.10 530.94 .00 .00 531.14 .20 .22 .02 530.00 5100.0 2324.1 2317.4 458.5 1204.0 476.2 395.8 425.8 97.8 530.00 .79 1.93 4.87 1.16 .045 .045 .050 .000 519.84 1017.20 .002098 98. 98. 98. 2 0 0 .00 1530.07 3186.39 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BHP BAREA SS EI.CHU ELCHD 1.05 2.27 -2.50 .00 8.00 4.00 316.93 4.00 519.85 519.84 • SECNO 42200.000 3265 DIVIDED FLOW PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EG PRS EGLWC M3 QWEIR QPR RAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 540.06 531.16 .02 4297. 816. 317. 349. 528.71 530.86 1223. 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3710 WSEL ASSUMED BASED ON MIN DIFP US FACE RADIO RD SECT #26 42200.000 10.97 530. 91 .00 .00 531.29 .38 .00 .00 530.10 5100.0 1828.7 2945.1 326.2 1086.4 465.8 326.0 428.6 99.9 530.10 .79 1.68 6.32 1.00 .065 .045 .070 .000 519.94 1017.45 .003650 62. 62. 62. 20 0 6 .00 1487.73 3172.04 • SECNO 42280.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.98 PROFILE SECTION BB - SURVEY SECTION 27 42280.000 10.67 531.37 .00 .00 531.40 .03 .07 .03 522.00 5100.0 2507.8 569.8 2022.4 2357.0 187.5 1926.4 434.4 103.0 522.50 .81 1.06 3.04 1.05 .065 .045 .070 .000 520.70 827.76 .000411 80. 80. 80. 2 1 0 0 .00 1846.05 2673.82 03JUL00 1135:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EININ SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .30 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 7.87 532.77 .00 .00 533.19 .42 1.67 .12 526.80 5100.0 2634.7 1962.8 502.6 685.8 275.7 505.6 544.4 156.6 531.90 .91 3.84 7.12 .99 .065 .045 .070 .000 524.90 1517.86 .004426 1800. 2030. 1300. 3 0 0 .00 1249.98 2767.84 • SECNO 45820.000 3265 DIVIDED FLOW PROFILE SECTION DO - SURVEY SECTION 29 45820.000 6.76 538.56 '00 00 538.79 .23 5.59 .02 533.00 5100.0 2451.1 1127.3 1521.5 892.0 168.0 676.5 591.5 188.9 533.10 1.02 2.75 6.71 2.25 .065 .045 .070 .000 531.80 1409.78 .003679 1400. 1620. 1000. 3 0 0 .00 1147.65 2596.44 • SECHO 47450.000 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 10.45 542.55 .00 .00 542.75 .20 3.95 .00 535.80 5100.0 2697.0 1120.4 1282.5 1328.4 173.2 504.9 648.1 222.4 535.40 1.14 2.03 6.47 2.54 .065 .045 .070 .000 53210 1483.56 .002351 1250. 1630. 1350. 4 0 0 .00 1121..37 2604.93 ' SECNO 47540.000 100' DS COUNTY LINE RD 47540.000 11.25 542.45 542.42 .00 543.14 .68 .24 .14 542.30 5100.0 841.1 4131.7 127.2 679.2 562.8 153.4 650.6 224.0 542.20 1.15 1.24 7.34 .83 .065 .045 .070 .000 531.20 485.27 .004268 30. 90. 200. 6 13 0 .00 1445.33 1930.59 • SECNO 47640.000 3301 HV CHANGED MORE THAN HVINS 1 03JULOO 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OI.OSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EININ SSTA SUJPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.32 D.S. FACE COUNTY LINE RD, PROFILE SECTION PF - SURVEY SECTION 31 47640.000 12.55 543.25 .00 .00 543.35 .10 .16 .06 541.80 5100.0 2159.4 2369.5 571.1 2214.9 667.7 729.6 656.3 227.9 541.70 1.16 .97 3.55 .78 .065 .045 .070 .000 530.70 193.68 .000794 100. 100. 100. 3 0 0 .00 1959.48 2153.16 SPECIAL BRIDGE SS XK XKOR COPQ RDLEN BWC BWP RAREA SS ELCHU ELCND 1.05 2.70 -2.50 00 66.50 4.00 416.70 1.13 534.40 534.40 • SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 1.7D FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3.54 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC FLTRD WEIRLN AREA 549.54 543.36 .01 1725. 3371. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT #31 47670.000 15.29 545.99 00 00 546.00 .01 2.65 .00 541.80 5100.0 2987.0 1074.6 1038.4 6153.1 887.6 2500.9 660.9 229.4 541.70 1.17 .49 1.21 .42 .065 .045 .070 .000 530.70 50.00 .000063 30. 30. 30. 0 0 2 .00 2250.00 2300.00 • SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 1.40 FEET 50' U.S. COUNTY LINE RD 47720.000 14.99 545.99 .00 .00 546.00 .01 .00 .00 542.10 5100.0 2952.3 1138.5 1009.2 5721.3 862.4 2291.4 671.4 232.0 542.00 1.19 .52 1.32 44 .065 .045 .070 .000 531.00 50.00 .000078 50. 50. 50. 1 1 0 0 .00 2250.00 2300.00 PAGE 27 PAGE 28 PAGE 29 03JUL00 11:35:53 SECNO DEPTH CNSEL CRIWS WSELK EG NV HL 01455 L -BANK ELEV Q QLDB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XL013L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECRO 48350.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .56 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 10.64 546.04 .00 .00 546.08 .05 .07 .01 543.40 5100.0 763.2 3072.7 1264.1 1431.0 1429.1 1319.4 749.7 253.6 539.10 1.29 .53 2.15 .96 .065 .045 .070 .000 535.40 1269.99 .000249 600. 630. 300. 0 0 0 .00 1448.60 2718.59 1 03JUL00 11:35:53 TI GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 50 YEAR T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q NEEL FQ 3 494.68 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 2 0 -1 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OWES L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR T'OPWID ENDST -PROP 2 0 CCMV= .100 CEHV- .300 - SECNO 27620.000 3265 DIVIDED FLOW .....NOTE:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH PIS---- - STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 19.18 494.68 .00 494.68 495.72 1.04 .00 .00 494.80 9400.0 1668.8 7546.2 185.0 724.9 834.4 70.9 .0 .0 489.00 .00 2.30 9.04 2.61 .065 .045 .070 .000 475.50 1437.15 .003098 50. 50. 50. 0 0 0 .00 481.38 2016.81 CCHV- .100 CEHV= .300 - SECNO 30130.000 PROFILE SECTION T - SURVEY SECTION 19 30130.000 18.34 502.04 .00 .00 502.98 .94 7.25 .01 492.30 9400.0 3979.8 5420.1 .1 835.8 576.2 .3 70.9 14.4 501.90 .08 4.76 9.41 .22 .065 .045 .065 .000 483.70 1992.49 .003413 1600. 2510. 2000. 2 0 0 .00 233.99 2226.48 CCWV- .300 CEHV- .500 - SECNO 30189.000 30189.000 15.22 502.02 .00 .00 503.44 1.42 .22 .24 513.30 9400.0 .0 9400.0 .0 .0 981.6 .0 72.6 14.6 513.40 .09 .00 9.58 -00 .000 .045 .000 .000 486.80 2153.99 .004272 59. 59. 59. 2 0 0 .00 97.87 2251.86 - SECNO 30190.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .49 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 1 03JUL00 11:35:53 PROFILE SECTION U - SURVEY SECTION 20 ST.I.OUIS- S0UTHWESTBRN R.R. 30190.000 15.09 501.89 .00 .00 503.59 1.71 .01 .14 513.30 9400.0 .0 9400.0 .0 .0 896.8 .0 72.6 14.6 513.40 .09 .00 10.48 .00 .000 .045 .000 .000 486.80 2154.17 .017489 1. 1. 1. 2 0 0 .00 90.48 2251.65 - SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 513.30 MAX ELLC- 510.40 302DO.000 15.38 502.18 .00 .00 503.79 1.61 .17 .03 513.30 9400.0 .0 9400.0 .0 .0 923.9 .0 72.8 14.6 513.40 .09 .00 10.17 .00 .000 .045 .000 .000 486.80 2154.00 .016288 10. 10. 10. 2 0 0 .00 91.12 2252.12 - SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 2.14 30201.000 15.84 502.64 .00 .00 503.90 1.26 .01 .10 513.30 9400.0 .0 9400.0 .0 .0 1043.4 .0 72.8 14.6 513.40 .09 .00 9.01 .00 .000 .045 .000 .000 486.80 2153.66 .003569 1. 1. 1. 2 0 0 .00 99.19 2252.85 CCNV. .100 CEHV- .300 - SECNO 30250.000 3301 NV CHANGED MORE THAN HVINS 30250.000 19.67 503.47 .00 .00 504.10 .63 .13 .06 492.40 9400.0 4380.9 4988.8 30.3 1105.9 632.3 35.2 74.4 14.9 502.00 .09 3.96 7.89 .86 .065 .045 .065 .000 483.80 1962.83 .002122 49. 49. 49. 2 0 0 .00 307.04 2269.87 - SECNO 31310.000 31310.000 17.76 505.56 .00 .00 506.05 .50 1.94 .01 490.70 9400.0 5471.0 3929.0 .0 1306.2 543.7 .0 109.7 21.0 509.20 .13 4.19 7.23 .00 .065 .045 .000 .000 487.80 1530.27 .002212 750. 1060. 500. 2 0 0 .00 382.20 1912.47 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB A14B 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 31480.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 PROFILE SECTION V - SURVEY SECTION 21 S0Ul'HWESTERN BLVD. 31480.000 17.78 505.78 .00 .00 506.63 .86 .47 .11 509.10 9400.0 .0 9400.0 .0 .0 1263.5 .0 115.7 22.0 509.10 .14 .00 7.44 .00 .000 .045 .000 .000 488.00 1796.45 .003620 170. 170. 170. 2 0 0 .00 111.72 1914.17 - SECNO 31500.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 31500.000 17.86 505.86 .00 .00 506.71 .85 .07 .00 509.10 9400.0 .0 9400.0 .0 .0 1273.1 .0 116.3 22.0 509.10 .14 .00 7.38 .00 .000 .045 .000 .000 488.00 1796.41 .OD3557 20. 20. 20. 2 0 0 .00 112.33 1914.74 - SECNO 31550.000 31550.000 18.27 506.47 .00 .00 506.88 .41 .12 .04 491.10 PAGE 30 PAGE 31 PAGE 32 PAGE 33 PAGE 34 9400.0 5606.7 3793.3 .0 1484.3 569.4 .0 118.2 22.3 509.60 .14 3.78 6.66 .00 .065 .045 .000 .000 488.20 1501.74 .001819 50. 50. 50. 2 0 0 .00 411.79 1913.53 CCHV. .100 CEHV- .300 • SECNO 31750.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.06 NALPF ASSOC. SURV. SECH. AA 31750.000 18.22 506.86 .00 .00 507.05 .18 .15 .02 509.60 9400.0 .0 9400.0 .0 .0 2727.1 .0 128.9 23.7 513.06 .16 .00 3.45 .00 .000 .045 .000 .000 488.64 1011.52 .000430 180. 200. 220. 2 0 0 .00 236.37 1247.88 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK SG NV HL OLOSS L -BANK ELEV Q QLOB OCH QROB ALOB ACH AROB VOL TWA R_ BANK ELEV TIME VI.OB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECNO 32740.000 HALFF ASSOC. SURV. SECN. BB • 32740.000 14.27 507.34 .00 .00 507.56 .22 .50 .01 511.47 9400.0 .0 9400.0 .0 .0 2483.7 .0 188.1 29.2 512.67 .23 .00 3.78 .00 .000 .045 .000 .000 493.07 1017.41 .000602 990. 990. 990. 2 0 0 .00 242.47 1259.88 - SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 15.13 508.23 .00 .00 508.48 .25 .91 .01 518.50 9400.0 .0 9400.0 .0 .0 2329.6 .0 260.2 36.7 516.53 .32 .00 4.04 .00 .000 .045 .000 .000 493.10 1038.12 .000813 1305. 1305. 1305. 2 0 0 .00 257.80 1295.92 - SECNO 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .65 HALPP ASSOC. SURV. 9ECN. DO 34330.000 10.37 508.44 .00 .00 508.87 .44 .34 .06 518.23 9400.0 .0 9400.0 .0 .0 1773.4 .0 273.6 38.3 517.83 .34 .00 5.30 .00 .000 .045 .0 DO .000 498.07 1040.41 .001923 285. 285. 285. 1 0 0 .00 251.00 1291.41 - SECNO 34870.000 HALFF ASSOC. SURV. SECN. EE 34870.000 8.30 509.56 .00 .00 510.07 .51 1.17 .02 519.25 9400.0 .0 9400.0 .0 .0 1639.9 .0 294.8 41.4 520.25 .36 .00 5.73 .00 .000 .045 .000 .000 501.26 1037.00 .002471 540. 540. 540. 2 0 0 .00 249.12 1286.31 •SECN0 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 520.30 MAX ELLC- 514.10 HALPF ASSOC. SURV. SECN. FF MOVED 120' D.S. TO FACE PRE PORT PKWY 35450.000 10.02 510.92 .00 .00 511.41 .49 1.34 .00 514.20 9400.0 .0 9400.0 .0 .0 1666.2 .0 316.8 44.6 520.30 .39 .00 5.64 .00 .000 .045 .000 .000 500.90 1032.64 .002166 580. 580. 580. 2 0 0 .00 234.79 1267.43 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG MV ML OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XMR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 520.30 MAX ELLC. 514.10 HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY 35570.000 10.30 511.20 .00 .00 511.66 .46 .24 .00 514.20 9400.0 .0 9400.0 .0 .0 1731.7 .0 321.5 45.3 520.30 .40 .00 5.43 .00 .000 .045 .000 .000 500.90 1031.79 .001923 120. 120. 120. 0 0 0 .00 236.48 1268.27 • SECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .67 35770.000 11.71 511.52 .00 .00 512.37 .85 .59 .12 520.91 10000.0 .0 10000.0 .0 .0 1354.6 .0 328.5 46.4 522.81 .40 .00 7.38 .00 .000 .045 .000 .000 499.81 1037.43 .004919 200. 200. 200. 2 0 0 .00 234.91 1272.34 • SECNO 35970.000 CHIMP CLSTA- 1131.00 CELCH= 503.20 BW- 180.00 STCHL- 1000.00 STCHR- 1264.90 CHIMP CLSTA. 1131.00 CELCH= 501.20 BW- 20.00 STCHL- 1000.00 STCHR- 1264.90 EXCAVATION DATA AEX. 1557.1SQ -FT VEXR. .OK•CU -YD VEXT- .OK•CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.10 HALFF ASSOC. SURV. SECN. GO (TRANSITION BACK TO NATURAL CHANNEL) - - -- APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL 35970.000 11.22 512.42 .00 .00 512.82 .40 .41 .04 516.87 30000.0 .0 10000.0 .0 .0 1970.8 .0 336.2 47.5 517.83 .42 .00 5.07 .00 .000 .040 .000 .000 501.20 1013.34 .001118 200. 200. 200. 2 0 0 .00 235.33 1248.66 CCHV- .300 CERV. .500 - SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH- 503.42 BW- 120.00 STCHL. 1060.33 STCHR- 1266.15 CHIMP CLSTA- 1166.00 CELCH- 501.42 BW- 20.00 STCKL- 1060.33 STCHR- 1266.15 I 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK SO HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EL41N SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EXCAVATION DATA AEX- 1101.7SQ -FT VEXR- 4.9K -CV -YD VEXT- 4.9K -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 36070 -36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. •A• (1- 29 -85) BAP EXTENDED FROM TOPO 36070.000 10.95 512.37 .00 .00 513.20 .83 .16 .21 518.64 10000.0 .0 10000.0 .0 .0 1370.2 .0 340.0 47.9 516.80 .42 .00 7.30 .00 .000 .040 .000 .000 501.92 1079.15 .002522 130. 100. 60. 2 0 0 .00 173.70 1252.85 - SECNO 36360.000 CHIMP CLSTA- 1145.00 CELCH= 504.00 BW- 120.00 STCHL- 1036.40 STCHR- 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL- 1036.40 STCHR- 1245.00 EXCAVATION DATA AEX- 1532.7SQ -FT VEXR= 14.11( -CU-YD VEXT. 19.1K-CU -YD HALFF ASSOC. SURV. SECN. •B" (1- 29 -85) BAF 36360.000 11.01 513.01 .00 .00 513.83 .92 .63 .00 520.20 10000.0 .0 10000.0 .0 .0 1379.8 .0 349.2 49.1 517.33 .43 .00 7.25 .00 .000 .035 .000 .000 502.00 1057.99 .001891 290. 290. 290. 2 0 0 .00 174.03 1232.01 - SECNO 38220.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA PAGE 35 PAGE 36 PAGE 37 AEX- 659.4SQ -FT VEXR- 1.6K-CU -YD VEXT. 20.7K -CU -YD 3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 8.37 512.37 .00 .00 514.58 2.21 .06 .70 518.10 10000.0 .0 10000.0 .0 .0 837.7 .0 350.2 49.2 515.47 .43 .00 11.94 .00 .000 .015 .000 .000 SO4.00 1031.42 .001049 40. 40. 40. 3 0 0 .00 100.17 1131.58 1 03JULOO 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL OLOSS L -BANK ELEV Q QLOB QCH OROS ALOB ACH AROB VOL TWA R -BANK ELEV TIME VL,OB VCH VROB XNL XNCH XNR WTN EIL4IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID FROST - SECNO 38232.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR- .3K-CU-YD VEXT- 21.OK -CU -YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 8.39 512.39 .00 .00 514.60 2.20 .01 ,00 518.10 10000.0 .0 10000.0 .0 .0 839.5 .0 350.4 49.2 515.47 .43 .00 11.91 .00 .000 .015 .000 .000 504.00 1031.42 .001042 12. 12. 12. 0 0 0 .00 100.17 1131.58 - SECNO 38235.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 100.00 STCHL- 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX. 7.1SQ -FT VEXR- .OK•CU -YD VEXT. 21.OK -CU -YD 3301 MV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 ELENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FILM TO P OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 6.77 517.27 517.27 .00 520.62 3.35 .00 .58 518.09 10000.0 .0 9971.2 28.8 .0 677.4 16.8 350.5 49.2 515.47 .43 .00 14.72 1.71 .000 .015 .050 .000 510.50 1031.43 .001997 3. 3. 3. 20 15 0 .00 110.07 1141.50 - SECNO 38255.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW. 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA AEX- Ill.DSQ -FT VEXR. .OK -CU -YD VEXT- 21.1K -CU-YD 3301 RV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 1 03 00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH OR ALOB ACH ARDS VOL TWA R- BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN E1MIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE- 1 TARGET- 150.000 ELENCL- 525.00 ELENCR- 52S.D0 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFP ASSOC. SURV. SECN. 38255.000 9.66 520.16 517.20 .00 521.33 1.17 .05 .66 525.00 10000.0 .0 9790.6 209.4 .0 1119.9 62.1 350.9 49.3 515.70 .43 .00 8.74 3.37 .000 .035 .050 .000 510.50 1007.53 .002574 20. 20. 20. 24 5 0 .00 148.99 1156.50 - SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH. 510.50 BW- 45.00 STCHL- 2630.00 STCHR- 2890.00 EXCAVATION DATA AEX. 259.2SQ -FT VEXR- .4K -CU -YD VEXT. 21.5K -CU -YD 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMITS OF COPPELL 38315.000 10.61 521.11 .00 .00 521.63 .53 .12 .19 521.75 10000.0 .0 10000.0 .0 .0 1716.1 .0 352.9 49.6 520.75 .44 .00 5.83 .00 .000 .035 .000 .000 510.50 2636.45 .001488 60. 60. 60. 3 0 0 .00 253.55 2890.00 CCHV- .100 CEHV- .300 • SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .66 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR. 529.20 DS FACE W BOUND I.H.635 ('n' Values, Channel stations and enCYoaChments have been Co=eCted through 635 by A.N.H.) 38380.000 9.60 521.00 .00 .00 521.88 .69 .14 .11 515.40 10000.0 655.7 8802.1 542.2 58.0 1276.5 48.4 355.2 49.9 515.40 .44 11.30 6.90 11.19 .015 .045 .015 .000 511.40 2649.27 .OD3457 65. 65. 65. 2 0 0 .00 228.04 2877.31 1 03JULOO 11:35:53 SECNO DEPTH CWSEL CRINS WSELK ED HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALL1B ACH AROB VOL THA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XILIBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN Bwc BHP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 - SEONO 38420.000 CLASS A LOW FILM 3420 BRIDGE W.S. - 520.97 BRIDGE VELOCITY- 5.71 CALCULATED CHANNEL AREA- 1752. EGPRS EGLWC H3 QWEIR QL.OI BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 521.95 .06 0. 10000. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. I TARGET- 260.000 ELENCI,- 529.20 ELENCR- 529.20 U.S. FACE W. BOUND IH 635 38420.000 9.55 521.05 .00 .00 521.95 .90 .07 .00 515.50 10000.0 649.6 8813.2 537.2 57.1 1267.8 47.7 356.5 50.1 515.50 .44 11.38 6.95 11.27 .015 .045 .015 .000 511.50 2649.44 .003546 40. 40. 40. 0 0 0 .00 227.73 2877.17 - SECNO 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 VALLEY SECT BTHN I.H. 635 BRIDGES 38500.000 9.53 521.33 .00 .00 522.24 .90 .29 .00 515.80 10000.0 647.0 8818.0 535.0 56.7 1264.0 47.3 359.0 50.6 515.80 .44 11.42 6.98 11.31 .015 .045 .015 .000 511.80 2649.51 .003586 80. 80. 80. 0 0 0 .00 227.59 2877.11 • SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET= 260.000 ELENCL- 529.20 ELENCR= 529.20 PAGE 38 PAGE 39 PAGE 40 DS FACE E. BOUND I.H.635 38580.000 9.41 521.61 .00 .00 522.54 .94 .30 .01 516.20 10000.0 631.1 8847.0 521.9 54.2 1241.3 45.3 361.5 51.0 516.20 .45 11.64 7.13 11.52 .015 .045 .015 .000 512.20 2649.96 .003834 80. 80. 80. 1 0 0 .00 226.78 2876.74 1 03JLIL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QI/JB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EL4IN SSTA SLOPE XIABL XLCH XLDBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XX XKOR COFQ BOLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 • SECNO 38620.000 CLASS A LOW FLOW 3420 BRIDGE W.S.- 521.57 BRIDGE VELOCITY- 6.23 CAI.LIIIATED CHANNEL AREA- 1605. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN .00 522.62 .06 0. 10000. 3920. AREA 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR. 529.20 US FACE E. BOUND I.H.635 38620.000 9.37 521.67 .00 .00 522.62 .95 .06 .00 516.30 10000.0 625.6 8857.1 517.3 53.4 1233.3 44.6 362.7 51.2 516.30 .45 11.71 7.18 11.60 .015 .045 .015 .000 512.30 2650.11 .003926 40. 40. 40. 0 0 0 .00 226.50 2876.61 1490 NH CARD USED •SETO 38670.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1339.0 1846.0 TYPE- 1 TARGET- - 1339.000 ELENCL- 532.80 ELENCR- 100000.00 50' U.S. E. BOUND I.H. 635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 38670.000 16.88 521.97 .00 .00 522.82 .85 .19 .01 516.00 10000.0 1774.6 8126.6 98.7 436.7 1020.7 31.4 364.3 51.5 517.00 .45 4.06 7.96 3.14 .050 .053 .050 .000 505.09 1558.54 .003656 50. 50. 50. 2 0 0 .00 267.09 1825.63 1490 NH CARD USED • SECNO 38889.000 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANX ELEV Q QLOB QCH QROB ALDB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL.OBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- .0 1648.0 TYPE- 1 TARGET- 1647.999 NON XSECTION - BEGIN BERM(REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 38889.000 17.31 523.17 .00 .00 523.60 .43 .79 .04 517.00 10000.0 2069.2 3702.0 4228.8 609.3 567.2 905.8 373.8 53.5 515.00 .46 3.42 6.57 4.67 .054 .060 .050 .000 505.86 1171.30 .002901 260. 219. 216. 2 0 0 _00 476.70 1648.00 1490 NH CARD USED • SECNO 39016.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS. .0 1782.0 TYPE- 1 TARGET- 1781.999 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39016.000 17.28 523.62 .00 .00 524.00 .37 .39 .01 519.00 10000.0 981.4 8988.1 30.6 277.5 1784.2 24.3 379.9 54.9 523.00 .47 3.54 5.04 1.26 .050 .057 .050 .000 506.34 1324.33 .003438 183. 127. 70. 2 0 0 .00 457.67 1782.00 1490 NH CARD USED •SETO 39403.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39403.000 17.46 524.96 .00 .00 525.16 .20 1.14 .02 520.00 10000.0 4417.3 5400.6 182.1 1258.3 1486.5 116.0 399.6 59.9 524.00 .50 3.51 3.63 1.57 .050 .079 .050 .000 507.50 1155.84 .003005 278. 387_ 216. 2 0 0 .00 940.15 2095.99 1490 NH CARD USED • SECNO 39768.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39768.000 15.74 525.64 .00 .00 525.81 .17 .65 .00 520.00 10000.0 4586.0 4680.8 733.2 1461.8 1287.2 392.9 416.2 65.2 523.00 .52 3.14 3.64 1.87 .050 .077 .050 .000 509.90 1229.28 .002408 91. 365. 364. 2 0 0 .00 1271.18 2500.45 1 03JULOO 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS L -BANK ELEV Q OLDS QCM QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED ' SECNO 39900.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39900.000 14.56 525.86 .00 .00 526.09 .23 .27 .02 521.00 10000.0 3139.8 5507.5 1352.7 1186.5 1187.6 686.5 424.9 68.6 521.00 .53 2.65 4 .6 4 1.97 .050 .056 .065 .000 511.31) 1320.35 .002034 93. 132. 171. 2 0 0 .00 1140.15 2460.50 1490 NH CARD USED • SECNO 40208.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40208.000 13.89 526.39 .00 .00 526.52 .13 .42 .01 523.00 10000.0 1494.5 6811.3 1694.3 964.2 2053.6 1001.5 446.8 75.7 522.00 .55 1.55 3.32 1.69 .050 .057 .060 .000 512.50 1213.29 .001145 203. 308. 280. 2 0 0 .00 1387.26 2600.55 1490 NH CARD USED • SECNO 40408.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -20DO HALFF ASSOCIATES TOPO (KRH) 40408.000 14.33 526.63 .00 .00 526.72 .10 .20 .00 524.00 10000.0 739.2 8294.1 966.7 648.1 3070.2 707.6 463.9 81.4 525.00 .57 1.14 2.70 1.37 .050 .058 .064 .000 512.30 1154.89 .001056 195. 200. 90. 1 0 0 .00 1573.95 2728.84 PAGE 41 PAGE 42 PAGE 43 1490 NH CARD USED ' SECNO 40635.000 1530 MANNING S N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .37 3470 ENCROACHMENT STATIONS- 'o 2210.0 TYPE- 1 TARGET- 2209.999 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KHH) 40635.000 14.39 526.89 .00 .00 527.14 .25 .37 .05 52500 7000.0 703.2 5384.5 912.4 455.9 1229.1 312.5 480.8 88.7 523..00 .59 1.54 4.38 2.92 .050 .070 .062 .000 512.50 1134.71 .003849 258. 227. 207. 1 0 0 .00 1075.29 2210.00 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK DG XV HL GLOSS L -BANK ELEV Q QIAB OCH QROB AIAB ACN AROB VOL TWA R -BANK ELEV TIME V143B VCH VROB XHL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED - SECNO 40698.000 , 3470 ENCROACHMENT STATIONS- 'o 2280.0 TYPE- 1 TARGET- 2279.999 40698.000 12.17 527.17 .00 .00 527.35 .17 .20 .01 526.00 7000.0 596.1 6138.5 265.3 508.1 1755.0 106.6 484.0 90.6 525.00 .60 1.17 3.50 2.49 .050 .057 .050 .000 515.00 105435 .002637 76. 63. 42. 2 0 0 .00 1225.65 2280..00 1490 NH CARD USED - SECNO 41138.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.50 END OF A.X.H. CHANNEL IMPROVEMENT DATA (REVISED FOR THIS MODEL PER 2 -2000 HALPF ASSOCIATES TDPO (KHH) 41138.000 9.78 527.98 .00 .00 528.05 .07 .69 .01 527.00 7000.0 576.7 6421.1 2.2 586.6 2945.6 3.6 509.5 98.4 527.00 .65 .98 2.38 .63 .050 .057 .050 .000 518.20 1018.33 .001169 105. 440. 309. 2 0 0 .00 1405.00 2427.33 1490 NH CARD USED 'SECSIO 41340.000 3302 WARNING: CONVEYANCE CHANGE (XlTSIDE OF ACCEPTABLE RANGE, KRATIO - .44 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALPP ASSOCIATES TOPO (KHH) 41340.000 9.42 528.12 .00 .00 528.63 .52 .45 .13 526.00 7000.0 1229.8 5770.2 .0 606.8 918.0 .0 521.2 104.3 530.00 .66 2.03 6.29 .00 .050 .054 .000 .000 518.70 1007.52 .005990 200. 202. 350. 3 0 0 .00 1123.01 2130.54 1490 NH CARD USED - SECNO 41471.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 1 03JUL00 11:35:53 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KKK) 41471.000 11.33 529.03 .00 .00 529.42 .39 .77 .01 526.00 7000.0 3492.5 3507.1 .3 1133.8 551.4 1.J 525.2 106.6 530.00 .67 3.08 6.36 .25 .050 .068 .050 .000 517.70 1009.21 .007445 87. 131. 133. 3 0 0 .00 1075.11 2111.46 1490 NH CARD USED ' SECNO 41703.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED PLOW 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, XRATIO - 1.58 NEW SECT I ON ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KM) 41703.000 11.92 530.52 .00 .00 530.63 .12 1.19 .03 529.00 7000.0 3758.4 3153.6 88.0 1405.8 1103.2 85.9 538.3 113.5 532.00 .69 2.67 2.86 1.02 .050 .078 .050 .000 518.60 1015.17 .002997 295. 232. 181. 2 0 0 .00 1102.37 2209.06 1490 NH CARD USED - SBCNO 42040.000 100' DS RADIO RD (REVISED FOR THIS MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KHH) 42040.000 10.70 531.20 .00 .00 533.34 .13 .70 .00 530.00 7000.0 2942.3 2976.7 1080.9 1259.7 826.7 531.4 553.5 120.1 528.00 .72 2.74 3.60 3.03 .050 .055 .050 .000 520.50 991.37 .002444 171. 337. 344. 3 0 0 .00 1269.76 2261.12 1490 NH CARD USED • SECNO 42138.000 3265 DIVIDED FLAW DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 42138.000 11.55 531.39 .00 .00 531.56 .18 .21 .O1 530.00 7000.0 3534.3 2526.5 939.3 1626.2 511.5 662.9 559.6 123.5 530.00 .73 2.17 4.94 1.42 .046 .045 .050 .000 519.84 1016.31 .001965 98. 98. 98. 2 0 0 .00 1704.56 3234.65 PAGE 44 PAGE 45 03JU1,00 11:35:53 PAGE 46 SECNO DEPTH CWSEL CHINS WSELK EG HV HL OIASS L -BANK ELEV Q QIAB QCH QROB AIAB ACB AROB VOL TWA R -BANK ELEV TIME V1AB VCH VROB XHL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IOC ICONT CORAR TOPMID ENDST SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 529.04 , NOT 531.39 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF TAW FLOW CONTROLS) SB XK XKOR COFQ NOLEN BWC BWP BARRA SS ELCIN ELCHD 1.05 2.27 -2.50 .00 8.00 4.00 316.93 4.00 519.85 519.84 ' SECNO 42200.000 3265 DIVIDED FLAW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .69 PRESSURE AND WEIR FLAW, Weir Submergence Based on GORE Shape EGPRS EGLWC H3 OWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRL.N AREA 548.57 532.58 .00 6109. 877. 317. 349. 528.71 530.86 1250. US FACE RADIO RD SECT #26 42200.000 11.32 531.26 .00 .00 531.66 7000.0 2878.6 3435.6 685.8 1412.0 493.8 .73 2.04 6.96 1.31 .065 .045 .004088 62. 62. 62. 3 0 ' SECNO 42280.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE PROFILE SECTION BB - SURVEY SECTION 27 42280.000 11.04 531.74 .00 .00 531.79 7000.0 3496.0 703.3 2600.6 2726.8 194.6 .75 1.28 3.61 1.24 .065 .045 .000553 80. 80. 80. 2 0 - SECNO 44200.OD0 .40 .09 .00 530.10 522.7 563.3 125.9 530.10 .070 .000 51994 1016.79 7 .00 1650..69 3210.38 KRATIO - 2.72 .04 .09 .04 522.00 2261.4 570 -3 129.2 522.50 .070 .000 5207D 792.96 0 .00 1930..04 2723.00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .39 1 03JULOO 11:35:53 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 8.56 533.46 00 -01 533.78 .32 1.92 .08 526.80 7000.0 3121.2 2110.6 1768.2 853.2 307.4 124S.8 708.3 188.6 531.90 .86 3.66 6.87 1.42 .065 .095 .070 .000 524.90 7456.45 .003559 1800. 2030. 1300. 3 0 0 .00 1524.20 2980.65 - SECNO 45820.000 PROFILE SECTION DO - SURVEY SECTION 29 45820.000 7.10 538.90 .00 .00 539.18 .28 5.39 .00 533.00 7000.0 3456.6 1372.2 2171.3 1162.3 177.1 822.7 773.4 227.6 533.10 .96 2.97 7.75 2.64 .065 .045 .070 .000 531.80 1287.85 .004574 1400. 1620. 1000. 4 0 0 .00 1361.67 2649.53 • SECNO 47450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 1.43 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.08 543.18 .00 .00 543.37 .18 4.18 .01 535.80 7000.0 4088.7 1229.4 1681.9 1929.7 185.9 674.9 847.8 267.1 535.40 1.09 2.72 6.61 2.49 .065 .045 .070 .000 532.10 1351.96 .002236 1250. 1630. 1350. 4 0 0 .00 1316.96 2668.43 • SECNO 47540.000 3265 DIVIDED FLAW 100' DS COUNTY LINE RD 47540.000 12.01 543.21 .00 .00 543.61 .40 .18 .07 542.30 7000.0 2376.3 4075.9 547.8 1526.1 623.2 442.4 851.6 269.2 542.20 1.09 1.56 6.54 1.24 .065 .045 .070 .000 531.20 278.87 .002957 10. 90. 200. 3 0 0 .00 1790.55 2119.58 • SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.81 D.S. PACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 12.99 593.69 .00 .00 543.79 .11 .15 .03 541.80 7000.0 3303.5 2749.5 947.0 2805.8 702.9 982.6 859.7 273.6 541.70 1.10 1.18 3.91 .96 .065 .045 .070 .000 530.70 137.15 .000901 100. 100. 100. 2 0 0 .00 2043.47 2180.62 1 03JULOO 11:35:53 SECNO DEPTH CWSEL CRIWS NSELK EG HV III, OLOSS L -BANK ELEV Q QLOB OCH QROB ALAS ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCN VROB XNL XNCH XNR NTN ELMIN SSTA SLOPE XIOBL XIAH XLOBR ITRIAL IDC IT CORAR TOPWID ENDST SPECIAL BRIDGE SB XX XKOR COPQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.33 534.40 534.40 • SECNO 47670.000 3280 CROSS SECTION 97670.00 EXTENDED 3.98 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 4.68 PRESSURE AND WEIR FLOW, Weir Submergence Based = OGEE Shape FOPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELT'RD WEIRIN AREA 555.54 543.80 .01 2927. 4115. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT 831 47670.000 17.08 547.78 .00 .00 547.78 .01 3.99 .00 54180 7000.0 4286.9 1111.5 1601.6 8759.6 1030.4 3765.8 865.9 275.1 541..70 3.12 .49 1.08 .43 .065 .045 .070 .000 530.70 50.00 .000041 30. 30. 30. 0 0 2 .00 3250.00 2300.00 • SECNO 47720.000 3280 CROSS SECTS ON 47720.00 EXTENDED 3.18 PEET 50' U.S. COUNTY LINE RD 47720.000 16.78 547.78 .00 .00 547.79 .01 .00 .00 542.10 7000.0 4266.3 1154.8 1578.9 8315.4 1004.4 3550.2 881.1 277.7 592.00 1.14 .51 1.15 .44 .065 .045 .070 .000 531.00 50.00 .000098 50. 50. 50. 2 0 0 .00 2250.00 2300.00 • SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .30 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .57 PROFILE SECTION GO - SURVEY SECTION 32 48350.000 12.40 547.80 .00 .00 547.83 .03 .04 .01 543.40 7000.0 1951.2 3250.8 1798.0 3162.6 1730.3 2247.3 999.9 301.4 539.10 1.26 .62 1.88 .80 .065 .045 .070 .000 535.40 1065.31 .000148 600. 630. 300. 0 0 0 .00 1834.69 2900.00 1 03JMOO 11:35:53 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 100 YEAR T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC MVINS Q WSEL PQ 4 495.60 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBM CHNIM ITRACE 3 0 -1 1 03JULOO 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 QIOB QCH GROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VIOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL ILK' ICONT CORAR TOPWID ENDST -PROF 3 0 CC31V. .100 CEHV- .300 • SECNO 27620.000 •••••NOTE:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH PIS ..... STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 20.10 495.60 .00 495.60 496.42 .82 .00 .00 499.80 10500.0 2714.6 7542.1 243.3 1167.8 895.1 95.5 .0 .0 489.00 .00 2.32 8.43 2.55 .065 .045 .070 .000 475.50 1430.25 .002459 50. 50. 50. 0 0 0 .00 590.55 2020.80 CCNV- .100 GENV. .300 • SECNO 30130.000 PROFILE SECTION T - SURVEY SECTION 19 30130.000 18.48 502.18 .00 .00 503.30 1.12 6.80 .09 492.30 10500.0 4499.4 6000.1 .5 864.5 582.6 1.4 82.1 16.6 501.90 "a 5.20 10.30 .40 .065 .045 .065 .000 483.70 1989.12 .004032 1600. 2510. 2000. 2 0 0 .00 242.29 2231.41 CCHV- .300 CEHV. .500 • SECNO 30189.000 3301 HV CHANGED MORE THAN HVINS 30189.000 15.34 502.14 .00 .00 503.88 1.73 .27 .31 513.30 10500.0 .0 10500.0 .0 .0 993.8 .0 83.8 16.8 513.40 .08 .00 10.57 .00 .000 .045 .000 .000 486.80 2153.92 .005140 59. 59. 59. 2 0 0 .00 98.13 2252.05 PAGE 47 PAGE 48 PAGE 49 PAGE 50 •SEC40 30190.000 ]265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .49 3370 NORMAL BRIDGE, NRO- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 1 03JUL00 11:35:53 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUI S- SOUTHWESTERN R -R. 30190.000 15.17 501.97 .00 .00 504.07 2.09 .01 .18 513.30 10500.0 .0 10500.0 .0 .0 904.8 .0 83.8 16.8 513.40 .08 .00 11.61 .00 .000 .045 .000 .000 486.80 2154.04 .021370 1. 1. 1. 2 0 0 .00 90.75 2251.79 -SECNO 30200.000 3265 DIVIDED PLOW 3370 NORMAL BRIDGE, CORD. 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 30200.000 15.60 502.40 -00 .00 504.32 1.92 .20 .05 513.30 10500.0 .0 10500.0 .0 .0 943 -6 .0 84.0 16.9 513.40 .0 B .00 11.13 -00 .000 .045 -000 .000 486.80 2154.00 .019316 30. 10. 10. 2 0 0 .00 91.46 2252.46 -SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. XNATI0 - 2.18 30201.000 16.18 502.98 .00 -00 504.46 1.48 .01 .13 513.30 10500.0 .0 10500.0 .0 .0 1077.0 .0 84.0 16.9 513.40 -08 .00 9.75 .00 .000 .045 .000 .000 486.80 2153.48 .004058 1. 1. 1. 3 0 0 .00 99.89 2253.37 CCHV- .100 CEHV- .300 -SECNO 30250.000 3301 HV CHANGED MORE THAN HHINS 30250.000 20.22 504.02 .00 .00 504 -68 .66 .14 .08 492.40 10500.0 5056.7 5371.2 72.1 1230.2 655.7 66.9 85.7 17.1 502.00 .08 4.11 8.19 1.08 .065 .045 .065 .000 483.80 1950.46 .002179 49. 49. 49. 2 0 0 .00 337.50 2287.96 •SECNO 31310.000 31310.000 18.35 506.15 .00 .00 506.65 .50 1.95 .02 490.70 10500.0 6248.8 4211 -2 -0 1515.5 573.7 .0 124.7 23.8 509.20 .12 4.15 7.34 .00 .065 .045 .000 .000 487 -80 1494.60 .002197 750. 1060. 500. 2 0 0 .00 419.11 1913.71 1 03JUL00 11:35:53 SECHO DEPTH CWSEL CHINS WSELK EG HV HL OLO L -BANK ELEV Q QLOB QCH OROS ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XML XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -SE CN0 31480.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .52 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 PRO PILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 18.44 506.44 .00 .00 507.45 1.01 .65 .16 509.10 10500.0 .0 10500.0 .0 .0 1300 -0 .0 131.3 24.8 509.10 -13 .00 8 -0a .00 .000 .045 .000 .000 488.00 1796.16 .008085 170. 170. 170. 2 0 0 -40.03 118.84 1915.00 -SECNO 31500.000 3370 NORMAL. BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 31500.000 18.60 506.60 .00 .00 507.61 1.01 .16 .00 509.10 10500.0 .0 10500.0 .0 .0 1300.0 .0 131.9 24.9 509.10 .13 .00 8.08 .00 .000 .045 .000 .000 488.00 1796.09 .008085 20. 20. 20. 2 0 0 -59.25 118.91 1915.00 •SECHO 31550.000 3301 HV CHANGED MORE THAN KVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.30 31550.000 19.28 507.48 -00 .00 507.83 .35 .15 .07 491.10 10500.0 6576.3 3923.7 .0 1900.8 621.7 .0 134.1 25.2 509.60 .13 3.46 6.71 .00 .065 .095 .000 .000 488.20 1901.70 .001534 50- 50. 50. 2 0 0 .00 513.93 1915.63 CCHV- .100 CEHV- .300 -SECN0 31750.000 1 03 DO 11:35:53 SECHO DEPTH CWSHL CRIME WSELK EG HV HL OLOSS L -BANK ELEV Q OLDS QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XWBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 7302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.89 HALFF ASSOC, SURV. SECN. AA 31750.000 19.15 507.79 .00 .00 507.98 .20 .14 .02 509.60 10500.0 .0 10500.0 .0 .0 2948.6 .0 146.2 26.9 513.06 .15 .00 3.56 .00 .000 .045 .000 .000 488.64 1007.63 .000430 180. 200. 220. 2 0 0 .00 243.25 1 250 . 88 -SECNO 32740.000 HALFF ASSOC, SURV. SECN. BB 32740.000 15.19 508.26 .00 .00 508.49 .23 .49 -01 511.47 10500.0 .0 10500.0 .0 .0 2709.9 .0 210.5 32.5 512.67 .22 .00 3.87 .00 .000 .095 .000 .000 493.07 1013.54 .000586 990. 990. 990. 2 0 0 .00 250.16 1263.70 -SECNO 34045.000 HALPF ASSOC, SURV. SECN. CC 34045.000 16.01 509.11 .00 .00 509.37 .26 .87 .01 518.50 10500 -0 .0 10500.0 .0 .0 2559.5 .0 289.5 40.2 516.53 .31 .00 4.10 .00 .000 .045 .000 .000 493.10 1034.85 .000765 1305. 1305. 1305. 2 0 0 .00 263.71 1298.55 •SECN0 34330.000 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 HALPP ASSOC. SURV. SECH. DD 34330.000 11.23 509.30 .00 .00 509.73 .43 .31 .05 518.23 10500.0 .0 10500.0 .0 .0 1993.9 .0 301.4 41.9 517.83 .32 .00 5.27 .00 .000 .045 .000 .000 498.07 1036.83 .001681 285. 285. 285- 0 0 0 .00 257.60 1294.44 -SECNO 34870.000 HALF A' ASSOC. SURV. SECN. EE 34870.000 9.02 510.28 .00 .00 510.80 .52 1.04 .03 519.25 10500.0 .0 10500.0 .0 -0 1821.9 -0 328.0 45.0 520.25 .35 .00 5.76 .00 .000 .095 .000 .000 501.26 1034.24 .002232 540. 540. 540. 2 0 0 .00 254.20 1288.44 1 03JUL00 11:35:53 SECHO DEPTH CWSEL CHINS WSELK EG HV HL GLOSS L -BANK ELEV Q QLIDB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VL.OB VCH VROB XNL XNCH XNR WTN SIMIN SSTA SLOPE X1,081, XLCH XLJBR ITRIAL IDC ICONT CORAN TOPWID ENDST .SECNO 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFP ASSOC. SURV. SECN. FP MOVED 120 D.S. TO FACE FREE PORT PKWY 35450.000 10.63 511.53 .00 .00 512.05 .52 1.25 .00 514.20 10500.0 .0 10500.0 .0 .0 1811.3 .0 352.2 48.3 520.30 PAGE 51 PAGE 52 PAGE 53 PAGE 54 f i 9 .38 .00 5.80 .00 .000 .095 .000 .000 500.90 1030.76 .002091 580. 580. 580. 2 0 0 .00 238.52 1269.28 - SECNO 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 520.30 MAX ELLC- 514.10 RALFP ASSOC. SURV. SBCN. FF U.S. FACE FREEPORT PKWY 35570.000 10 .91 511.81 .00 .00 512.29 .49 .24 .00 514.20 10500.0 .0 10500.0 .0 .0 1875.4 .0 357.3 49.0 520.30 .38 .00 5.60 .00 .000 .045 .000 .000 500.90 1029.93 .001880 120. 120_ 120. 1 0 0 .00 240.15 1270 .0 9 - SECNO 35770.000 3302 WARNING: CONVEYANCg CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .68 35770.000 12.29 512.10 .00 .00 512.98 .87 .57 .12 520.91 11200.0 .0 11200.0 .0 .0 1492.5 .0 365.0 50.1 522.81 .39 .00 7.50 .00 .000 .045 .000 .000 499.81 1035.11 .004585 200. 200. 200. 2 0 0 .00 239.48 1274.59 - SECNO 35970.000 CHIMP CLSTA- 1131.00 CELCN. 503.20 BW- 180.00 STCHL. 1000.00 STCHR. 1264.90 CHIMP CLSTA- 1131.00 CELCH - 501.20 BW. 20.00 STCHL- 1000.00 STCNR- 1264.90 EXCAVATION DATA , AEX- 3557.1SQ -FT VEXR. .OK -CU -YD VEXT- .OK -CU-YD 3302 WARNING: CONVEYANCE CHAZOGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.00 HALFF ASSOC . SURV. SECU. GG (TRANSITION BACK TO NATURAL CHANNEL)- - -- APPROX. NEAR OLD COE STA. 37550. 1 03JUL00 11:35:53 PAGE 55 BEGIN IMPROVED CHANNEL 35970.000 11.79 512.99 .00 .00 513.43 .44 .41 .04 516.87 11200.0 .0 11200.0 .D .0 2105.2 .0 373.3 51.2 517.83 .40 .00 5.32 .00 .000 .040 .000 .000 501.20 1011.64 .001149 200. 200. 200. 2 0 0 .00 238.73 1250.36 CCHV- .300 CERV. .500 - SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH: 503.42 BW- 120.00 STCHL. 1060.33 STCHR- 1266.15 CHIMP CLSTA- 1166.00 CELCH 501.42 BW- 20.00 STCHL. 1060.33 STCHR- 1266.15 EXCAVATION DATA AEX- 1101.79Q -FT VEXR- 4.9K -CU-YD VEXT- 4.9K -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 36070 -36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. -A- (1- 29 -85) BAF EXTENDED PROM TOPO 36070.000 11. 50 512.92 .00 .00 513.83 .91 .17 .23 518.64 11200.0 .0 11200.0 .0 .0 1466.9 .0 377.4 51.7 516.80 .40 .00 7.63 .00 .000 .090 .000 .000 501.42 1077.50 .002586 130. 100. 60. 2 0 0 .00 177.01 1254.50 - SECNO 36360.000 CHIMP CLSTA- 1145.00 CEL(N- 504.00 BW- 120.00 STCHL- 1036.40 STCHR- 1245.00 CHIMP CLSTA- 1145.00 CELCH 502.00 BW- 20.00 STCHL. 1036.40 STCHR- 1245.00 EXCAVATION DATA AEX- 1532.7SQ -FT VEXR- 14.1K -CU-YD VEXT- 19.IK -CU -YD HALFF ASSOC. SURV. SECN. -B- (1- 29 -85) BAP 36360.000 11.59 513.59 .00 .00 514.47 .89 .64 .01 520.20 11200.0 .0 11200.0 .0 .0 1480.7 .0 387.2 52.8 517 33 .42 .00 7.56 .00 .000 .035 .000 .000 502.00 1056.26 .001926 290. 290. 290. 2 0 0 .00 177.47 1233.74 - SECNO 38220.000 CHIMP CLSTA- 1081.50 CELCH. 504.00 SW- 1DO.00 STCNL. 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR- 1.6K -CU-YD VEXT- 20.7K -CU -YD 3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 8.84 512.84 .00 .00 515.33 2.49 .06 .80 518.10 11200.0 .0 11200.0 .0 .0 885.3 .0 388.3 53.0 515.47 .42 .00 12.65 .00 .000 .015 .000 .000 504.00 1031.41 .001106 40. 40. 40. 3 0 0 .00 100.18 1131.59 1 03JUL00 11:35:53 PAGE 56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL CLOSE L -BANK ELEV Q QLOB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCA VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CUBAN TOPWID ENDST - SECNO 38232.000 CHIMP CLSTA- 1081.50 CELCH- 509.00 BW- 100.00 STCHL- 1031.36 STCHR= 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR- .3K -CU-YD VEXT- 21.OK -CU -YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 8.87 512.87 .00 .00 515.35 2.48 .01 .00 518.10 11200.0 .0 11200.0 .0 .0 887.0 .0 388.5 53.0 515.47 .42 .00 12.63 .00 .0 DO .015 .000 .000 504.00 103141 .001100 12. 12. 12. 0 0 0 .00 100.18 1131..59 - SECNO 38235.000 CHIMP CLSTA. 1081.50 CELCH- 510.50 BW- 100.00 STCHL- 1031.42 STCHR. 1131.55 EXCAVATION DATA AEX- 7.1SQ -FT VEXR- .OK -CU -YD VEXT- 21. OK- CU- YD 3301 HV CHANGED MORE THAN HVI NS 3 68 5 20 TRIALS ATTEMPT® WSEL,CWSEI. 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS. 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 ELENCR. 525.00 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 7.29 517.79 517.79 .00 521.41 3.62 .00 .57 518.09 11200.0 .0 11156.6 43.4 .0 729.7 22.0 388.6 53.0 515.47 .42 .00 15.29 1.97 .000 .015 .050 .000 510.50 1031.43 .001963 3. 3. 3. 20 15 0 .00 110.07 1191.50 - SECNO 38255.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 90.00 STCHL- 1000.00 STCHR. 1142.09 EXCAVATION DATA AEX- 111.OSQ -FT VEXR. .OK -CU -YD VEXT. 21.1K -CU-YD 3280 CROSS SECTION 38255.00 EXTENDED .57 FEET 1 03JUL00 11:35:53 PAGE 57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH GROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCW XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL)BR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CNSEL 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE- 1 TARGET- 150.000 ELENCL- 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. 38255.000 10.47 520.97 517.65 .00 522.17 1.21 .04 .72 525.00 11200.0 .0 10938.9 261.1 .0 1229.2 73.7 389.1 53.1 515.70 i .42 .00 8.90 3.54 .000 .035 .050 .000 510 so 1006.50 .002391 20. 20. 20. 23 5 0 .00 150.00 1156.50 -SECNO 38315 -000 CHIMP CLSTA- 2765.00 CELCH= 510.50 BW- 45.00 SfCHL- 2630.00 STCHR- 2890.00 EXCAVATION DATA AEX. 259.2SQ -FT VEXR- .4K -N -YD VEXT. 21.5K -CU-YD 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMITS OF COPPELL 38315.000 11.46 521.96 .00 .00 522.48 .52 .10 .21 521.75 11200.0 .0 31200.0 .0 .0 1937.3 .0 391.3 53.3 520.75 .42 .00 5.78 .00 .000 .035 .000 .000 51050 2630.00 .001295 60. 60. 60. 3 0 0 .00 260..00 2890.00 CCHV- .100 CEHV. .300 -SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE- 1 TARGET. 260.000 ELENCL- 529.20 ELENCR- 529.20 DS PACE W BOUND I.H.635 ('n' Values, Channel etatione and enCroaCh -nts have been CorreCted through 635 by A.H.H.) 38380.000 10.44 521.84 .00 .00 522.71 .87 .12 -10 515.40 11200.0 856.7 9634.9 708.4 76.8 1436.6 64.1 393.9 53.7 515.40 .42 11.15 6.71 11.05 .015 .045 .015 .000 511.90 2646.15 .002794 65. 65. 65. 2 0 0 .00 233.77 2879 .92 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OIOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VL.OB VCH VROB XNL XNCH XNR WTN EL14IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ NOLEN BWC BWP BARER SS EI.CHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 -SECNO 38420.000 CLASS A ION FLOW 3920 BRIDGE W.S.- 521.81 BRIDGE VELOCITY. 5.69 CALCULATED CHANNEL AREA- 1969. EGPRS EGIAC H3 QWEIR GLOW BARER TRAPEZOID ELLC ELTRD WEIRLN AREA .00 522.77 .05 0. 11200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 U.S. FACE W. BOUND IN 635 38420.000 10.39 521.89 .00 .00 522 -77 .88 .06 .00 515.50 11200.0 899.2 9698.5 702.3 75.6 1426.7 63.1 395.3 53.9 515.50 .42 11.24 6.76 11.13 .015 .045 .015 .000 511.50 2646.39 .002867 40- 40. 40. 0 0 0 .00 233.42 2879.76 -SECNO 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET= 260.000 ELENCL- 529.20 ELENCR- 529.20 VALLEY SECT BTWN I.N. 635 BRIDGES 38500.000 10.31 522.11 .00 .00 523.01 .90 .23 .01 515.80 11200.0 838.7 9667.8 693.6 73.8 1412.7 61.7 398.2 54.3 515.80 .43 11.36 6.84 11.25 .015 .045 .015 .000 511.80 2646.61 .002974 80. 80. 80. 0 0 0 .00 232.92 2879.53 -SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE E. BOUND I.H.635 38580.000 10.12 522.32 .00 .00 523.27 .95 .25 .01 516.20 11200.0 8 12 .7 9715.2 672.1 69.7 1378.5 58.2 401.0 54.8 516.20 .43 11.66 7.05 11.55 .015 .045 -035 .000 51220 2647.28 .003260 80. 80. 80. 1 0 0 .00 231..69 2878.97 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIME WSEI.1( EG KV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R - HANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SS XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 -SECNO 38620.000 CLASS A LAW FLOW 3420 BRIDGE W.S.. 522.29 BRIDGE VELOCITY- 6.28 CALCULATED CHANNEL AREA- 1784. EGPRS EGLWC H3 QWEIR QIOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 523.35 .06 0. 11200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 US FACE E. BOUND I.H.635 38620.000 10.09 522.39 .00 .00 523.35 .96 .07 .00 516.30 11200.0 805.7 9728.0 666.3 68.6 1369.3 57.3 402.4 55.0 516.30 .43 11.75 7.10 11.63 .015 .045 .015 .000 512.30 2697.46 .003342 40. 40. 40. 0 0 0 .00 231.36 2878.82 1490 NH CARD USED •SECNO 38670.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1339.0 1846.0 TYPE- 1 TARGET- - 1339.000 ELENCL- 532.80 ELENCR- 100000.00 50' U.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 38670.000 17.60 522.69 .00 .00 523.53 .83 -17 .01 516.00 11200.0 2348.6 8715.3 136.2 558.3 1089.9 41.2 404.2 55.3 517.00 .43 4.21 8.00 3.31 .050 .053 .050 .000 505.09 1538.07 .003379 50. 50. 50. 2 0 0 .00 289.19 3827.46 1490 NH CARD USED -SECNO 38889.000 1 03 00 11:35:53 SECNO DEPTH CNSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- .0 1648.0 TYPE= 1 TARGET. 1647.999 NUM XSECTI ON - BEGIN. BERN (REVI SED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 38889.000 17.98 523.84 .00 .00 524.23 .39 .. .09 517.00 11200.0 2606.3 3734.6 4859.2 792.3 593.7 1054.5 415.2 57.4 515.00 .45 3.51 6.29 4.61 .053 .060 .050 .000 50586 1168.64 .002475 268. 219. 216. 2 0 0 .00 419..36 1648.00 1490 NH CARD USED PAGE 58 PAGE 59 PAGE 60 • SECNO 39016.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- .0 1782.0 TYPE- 1 TARGET. 1781.999 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KHH) 39016.000 17.86 524.20 .00 .00 524.57 .37 .34 .00 519.00 11200.0 1277.6 9836.9 85.5 359.6 1957.2 47.1 422.1 59.0 523.00 .45 3.55 5.03 1.82 .050 .057 _050 .000 506.34 1264.39 .003025 183. 127. 70. 0 0 0 .00 517.61 1782.00 1490 NH CARD USED • SECNO 39403.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39403.000 17.90 525.40 .00 .00 525.58 .19 .99 .02 520.00 11200.0 5253.2 5624.7 322.1 1533.5 1582.8 170.9 444.4 64.3 524.00 .48 3.43 3.55 1.88 .050 .079 .050 .000 507.50 1095.98 .002644 278. 387. 216. 2 0 0 .00 1002.75 2098.73 1490 NH CARD USED • SECNO 39768.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KKK) 39768.000 16.09 525.99 .00 .00 526.15 .16 .57 .00 520.00 11200.0 5319.3 4831.1 1049.6 1714.4 1346.2 570.4 463.2 70.3 523.00 .50 3.10 3.59 1.84 .050 .077 .050 .000 509.90 1155.69 .002209 91. 365. 364. 3 0 0 .00 1480.19 2635.88 1 03JUL00 11:35:53 SECHO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS L -BANK ELEV 0 QLIB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICOHT CORAR TOPWID ENDST 1490 NH CARD USED • SECHO 39900.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KHH) 39900.000 14-90 526-20 .00 .00 526.42 .22 .25 .02 521.00 11200.0 3775.6 5740.8 1683.6 1411.6 1240.1 824.0 473.1 74.3 521.00 .51 2.67 4.63 2.04 .050 .056 .063 .000 511.30 1233.96 .001938 93. 132. 171. 2 0 0 .00 1306.24 2540.20 1490 NH CARD USED • SECNO 40208.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALF? ASSOCIATES TOPO (KKK) 40208.000 14.20 526.70 .00 .00 526.83 .13 .40 .01 523.00 11200.0 1939.6 7239.7 2020.8 1195.9 2140.9 1132.6 497.5 82.2 522.00 .54 1.62 3.38 1.78 .050 .057 .060 .000 51250 1110.40 .001126 203. 308. 280. 2 0 0 .00 1508..19 2618.58 1490 NH CARD USED • SECNO 40408.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40408.000 14.63 526.93 .00 .00 527.03 .10 .20 .00 524.00 11200.0 1063.1 8937.9 1199.1 865.5 3227.3 835.1 516.4 88.4 525.00 .56 1.23 2.77 1.44 .050 .058 .063 .000 512.30 1044.14 .001040 195. 200. 90. 1 0 0 .00 1735.66 2779.81 1490 NH CARD USED • SECNO 40635.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .38 3470 ENCR0,1MENT STATIONS. .0 2210.0 TYPE- I TARGET. 2209.999 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KKK) 40635.000 14.70 527.20 .00 .00 527.44 .24 .36 .04 525.00 7900.0 1224.7 5619.9 1055.4 707.9 1289.3 348.4 535.7 96.5 523.00 .58 1.73 4.36 3.03 .050 .070 .061 .000 512.50 1044.65 .003575 258. 227. 207. 1 0 0 .00 1165.35 2210.00 1 03JUL00 11:35:53 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OI.OSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCN VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCX XIgBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED • SECNO 40698.000 3470 ENCROACHMENT STATIONS. .0 2280.0 TYPE- 1 TARGET- 2279.999 40698.000 12.46 527.46 .00 .00 527.63 .17 .18 .01 526.00 7900.0 3038.4 6548.7 312.9 728.5 1874.3 120.6 53 9. 4 98.4 525.00 .58 1.43 3.49 2.59 .050 .057 .050 .000 515.00 1038.58 .002446 76. 63. 42. 2 0 0 .00 1241.42 2280.00 1490 NX CARD USED • SECNO 41138.000 1530 MANNINGS N VALUES FOR CHANNEL CCMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.45 END OF A.X.H. CHANNEL IMPROVEMENT DATA (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KKK) 41138.000 10.01 528.21 .00 .00 5282.28 .07 .65 .01 527.00 7900.0 830.2 7065.9 4.0 733.8 3125.2 5.5 566.9 106.3 527.00 .63 1.13 2.26 .72 .050 .057 .050 .000 518.20 1015.95 .001162 105. 440. 309. 2 0 0 .00 1409.13 2425.08 1490 NH CARD USED •SETO 41340.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .46 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41340.000 9.67 528.37 .00 .00 528.85 .47 .44 .12 526.00 7900.0 1912.7 5987.3 .0 846.9 963.8 .0 580.0 112.1 530.00 .64 2.26 6.21 .00 .050 .054 .000 .000 518.70 1006.51 .005575 200. 202. 350. 3 0 0 .00 1125.17 2131.68 1490 NH CARD USED • SECNO 41471.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 1 03JUL00 11:35:53 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41471.000 11.50 529.20 .00 .00 529.58 .39 .73 .01 526.00 7900.0 4259.2 3633.5 7.3 1290.6 565.7 8.8 584.5 114.5 530.00 .65 3.30 6.42 .84 .050 .068 .050 .000 517.70 1007.64 .007394 87. 131. 133. 3 0 1490 NH CARD USED 0 .00 1083.80 2113.99 PAGE 61 PAGE 62 PAGE 63 •S ECHO 41703.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.55 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41703.000 12.09 530.69 .00 .00 530.82 .13 1.21 .03 529.00 7900.0 4355.4 3397.0 147.6 1527.4 1145.8 117.8 598.8 121.4 532.00 .68 2.85 2.96 1.25 .050 .078 .050 .000 518.60 1014.38 .003070 295. 232. 181. 1 0 0 .00 1110.49 2214.91 1490 NH CARD USED -SECNO 42040.000 100' DS RADIO RD (REVISED FOR THIS MODEL PER 2 -2000 HALF? ASSOCIATES TOPO (KHH) 42040.000 10.88 531.38 .00 .00 531.52 .14 .7G .00 530.00 7900.0 3411.5 3181.4 1307.1 1375.7 859.9 610.0 615.2 128.2 528.00 .70 2.48 3.70 2.14 .050 .055 _050 .000 520.50 983.89 .002470 171. 337. 344. 3 0 0 .00 1287.74 2271.63 1490 NH CARD USED •SECHO 42138.000 3265 DIVIDED FLOW DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 42138.000 11.73 531.57 '00 '00 531.74 .17 .21 .01 530.00 7900.0 4097.0 2614.6 1188.5 1804.3 526.3 788.6 621.9 131.6 530.00 .71 2.27 4.97 1.51 .046 .045 .050 .000 519.84 1016.02 .001914 98. 98. 98. 2 0 0 .00 1749.35 3254.83 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLDS S L -BANK ELEV Q QIAB QCH OR ALOB ACH ARON VOL TWA R -BANK ELEV TIME VLAB VCH VROB XNL XNCH XNR MTN ELWIN SSTA SLOPE XLABL XLCH XLOBR 1TRIAL IDC IC KT CORAR TOPWID ENDSf SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 529.57 , NOT 531.57 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU EDURD 1.05 2.27 -2.50 .00 8.00 4.00 316.93 4.00 519.85 519.84 -SECNO 42200.000 3265 DIVIDED FLOW PRESSURE AND WEIR FLAW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC SURD WEIRIA AREA 553.45 533.21 .00 7010. 909. 317. 349. 528.71 530.86 1262. US FACE RADIO RD SECT 826 42200.000 11.58 531.52 .00 .00 531.66 .34 .12 .00 530.10 7900.0 3473.5 3470.1 956.4 1657.3 514.1 684.3 626.1 134.0 530.10 .71 2.10 6.75 1.40 .065 .045 .070 .000 519.94 1016.31 .003645 62. 62. 62. 3 0 6 .00 1712.39 3238.17 •SECNO 42280.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.48 PROFILE SECTION BB - SURVEY SECTION 27 42280.000 11.24 531.94 .00 .00 531.99 .OS .30 .03 522.00 7900.0 3970.8 752.9 3176.3 2925.4 198.4 2444.0 633.9 137.4 522.50 .73 1.36 3.80 1.30 .065 .045 .070 .000 52070 774.75 .000595 80. 80. 80. 2 0 0 .00 1973..97 2748.72 •SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .42 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 8.82 533.72 .00 .00 534.01 .29 1.95 .07 526.80 7900.0 3333.6 2168.3 2398.0 932.8 319.4 1562.6 785.4 198.9 531.90 .85 3.57 6.79 1.53 .065 .045 .070 .000 524.90 1413.00 .003306 1800. 2030. 1300. 3 0 0 .00 1593.73 3006.73 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OL.OSS L -BANK ELEV Q QL08 QCH QR08 ALAB ACH ARON VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EL4IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECRO 45820.000 PROFILE SECTION DD - SURVEY SECTION 29 45820.000 7.23 539.03 .00 .00 539.34 .31 5.32 .00 533.00 7900.0 3948.3 1476.2 2475.4 1277.8 180.7 884.8 858.4 239.4 533.10 .94 3.09 8.17 2.80 .065 .045 .070 .000 531.80 1271.47 .004956 1400. 1620. 1000. 4 0 0 .00 1399.91 2671.38 •SECNO 47450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.50 PROFILE SECTION E£ - SURVEY SECTION 30 47450.000 11.34 543.43 .00 .00 543.61 .18 4.26 .01 535.80 7900.0 4751.6 1276.0 1872.3 2182.9 190.9 752.9 940.3 280.3 535.40 1.07 2.18 6.68 2.49 .065 .045 .070 .000 532.10 1320.71 .002205 1250. 1630. 1350. 4 0 0 .00 1372.73 2693.43 •SECNO 47540.000 3265 DIVIDED FLOW 100 DS COUNTY LINE RD 47540.000 1 2. 29 543.49 .00 .00 543.83 .33 .16 .05 542.30 7900.0 3071.8 4065.4 762.8 1888.5 646.1 590.6 944.8 282.7 542.20 1.07 1.63 6.29 1.29 .065 .045 .070 .000 531.20 225.02 .002608 30. 90. 200. 2 0 0 .00 1912.44 2137.49 ;S ECHO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.68 D.S. FACE COUNTY LINE RD, PROFILE SECTION FP - SURVEY SECTION 31 47640.000 13.19 543.89 .00 .00 543.99 .11 .15 .02 541.80 7900.0 3867.1 2894.0 1138.9 3080.8 718.7 1100.7 954.0 287.3 541.70 1.09 1.26 4.03 1.03 .065 .045 .070 .000 530.70 1 08.8 5 .000927 100. 100. 100. 2 0 0 .00 2084.16 2193.00 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q 01.08 QCH QROB AL1B 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 E2NDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS EL AM ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 •SECN0 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 4.26 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 5.08 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS RGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRL3N AREA 558.98 544.00 .01 3509. 4393. 417. 416. 540.40 541.70 80. V.S. FACE COUNTY LINE RD SECT 431 PAGE 64 PAGE 65 PAGE 66 47670.000 17.85 548.55 .00 .00 548.56 .01 4.56 .00 541.80 7900.0 4890.4 1144.9 1864.8 9888.9 1092.2 4313.8 960.9 288.7 541.70 1.10 .49 1.05 .43 .065 .045 .070 .000 530.70 50.00 .000036 30. 30. 30. 0 0 3 .00 2250.00 2300.00 •S ECHO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 3.95 FEET 50' U.S. COUNTY LINE RD 47720.000 17.55 548.55 .00 .00 548.56 .01 .00 .00 542.10 7900.0 4873.3 1182.3 1844.4 9444.9 1066.3 4098.3 978.1 291.3 542.00 1.12 .52 1.11 .45 .065 .045 .070 .000 531.00 50.00 .000042 50. 50. 50. 2 0 0 .00 2250.00 2300.00 .SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .87 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .59 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 13.17 548.57 .00 .00 548.60 .03 .04 .01 543.40 7900.0 2519.8 3316.6 2063.6 3993.9 1861.2 2709.3 1115.2 315.2 539.10 1.25 .63 1.78 .76 .065 .045 .070 .000 535.40 1035.69 .000120 600. 630. 300. 0 0 0 .00 1864.31 2900.00 1 03JUL00 11:35:53 T1 GRAPEVINE CREEK, COPPELL, DALIAS COUNTY, TEXAS T2 500 YEAR T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC NVINS Q WSEL FQ 0 5 499.50 J2 NP OF IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 15 0 -1 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSEL K EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB KUL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 4 0 CCHV- .100 CEHV- .300 -SECHO 21620.000 - •••- NOTE:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH PIS..... STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 24.00 499.50 .00 499.50 499.75 .25 .00 .00 494.80 13400.0 6677.9 6215.2 506.9 3192.1 1152.5 294.2 .0 .0 489.00 .00 2.09 5.39 1.72 .065 .045 .070 .000 475.50 1350.00 .000719 50. 50. 50. 0 0 0 .00 727.23 2077.23 CCHV- .100 CEHV- .300 •S ECHO 30130.000 3301 HV CHANGID MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .30 PROFILE SECTION T - SURVEY SECTION 19 30130.000 18.02 501.72 .00 .00 503.83 2.11 3.53 .56 492.30 13400.0 5519.0 7881.0 .0 777.0 562.8 .0 129.1 19.0 501.90 .05 7.10 14.00 .00 .065 .045 .000 .000 483.70 1999.60 .007765 1600. 2510. 2000. 3 0 0 .00 222.30 2221.89 CCHV= .300 CENV. .500 • SECNO 30189.000 3301 HV CHANGED MORE THAN HVINS 30189.000 14.95 501.75 .00 .00 504.80 3.05 .50 .47 513.30 13400.0 .0 13400.0 .0 .0 955.6 .0 130.6 19.2 513.40 .05 .00 14.02 .00 .000 .045 .000 .000 486.80 2154.38 .009379 59. 59. 59. 2 0 0 .DO 97.06 2251.44 ; SECNO 30190.000 3265 DIVIDED FLOW 1 03JULO0 11:35:53 SECNO DEPTH CWSEL CRIWS WSEL K EG RV HL OLDS S L -BANK ELEV Q QLOB QCH OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .48 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC- 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.IAUIS- SOUTHWESTERN R.R. 30190.000 14.57 501.37 .00 .00 505.22 3.85 .02 .40 513.30 13400.0 .0 13400.0 .0 .0 851.0 .0 130.6 19.2 513.40 .05 .00 15.75 .00 .000 .045 .000 .000 486.80 2154.95 .040232 1. 1. 1. 2 0 0 .00 88.90 2250.85 • SECNO 30200.000 3265 DIVIDED PLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD. 513.30 MAX ELLC- 510.40 30200.000 16.40 503.20 .00 .00 505.89 2.69 .32 .35 513.30 13400.0 .0 13400.0 .0 .0 1018.1 .0 130.9 19.2 513.40 .05 .00 13.16 .00 .000 .045 .000 .000 486.80 2154.00 .026213 10. 10. 10. 5 0 0 .00 92.73 2253.73 •SECN0 30201.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: MORE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.32 30201.000 17.38 504.18 .00 .00 506.12 1.94 .01 .22 513.30 13400.0 .0 13400.0 .0 .0 1197.6 .0 130.9 19.2 513.40 .0S .00 11.19 .00 .000 .045 .000 .000 416.80 2152.34 .004868 1. 1. 1. 3 0 0 .00 102.90 2255.25 1 03JULOO 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLD L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XHR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST Cm. .100 CEHV- .300 - SECNO 30250.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: MORE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.58 30250.000 21.97 505.77 .00 .00 506.40 .62 .14 .13 492.40 13400.0 6943.2 6049.8 407.0 1664.3 728.9 235.6 133.0 19.5 502.00 .06 4.17 8.30 1.73 .065 .045 .065 .000 483.10 1911.71 .001942 49. 49. 49. 3 0 0 .00 439.15 2350.86 - SECNO 31310.000 31310.000 19.87 507.67 .00 .00 508.13 .45 1.71 .02 490.70 13400.0 8629.1 4770.9 .0 2183.2 653.3 .0 184.3 27.9 509.20 .10 3.95 7.30 .00 .065 .045 .000 .000 487.80 1374.36 .001983 750. 1060. 500. 2 0 0 .00 542.50 1916.85 'SECNO 31480.000 PAGE 67 PAGE 68 PAGE 69 PAGE 70 3301 HV CHANGED MORE 774AN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .39 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 19.54 507.54 .00 .00 509.19 1.65 .70 -36 509.10 13400.0 .0 13400.0 .0 .0 1300.0 .0 192.4 29.2 509.10 .11 .00 10.31 .00 .000 .045 .000 .000 488.00 1795.68 .013168 170. 170. 170. 2 0 0 - 170.81 119.32 1915.00 •SECNO 31500.000 3370 NORMAL BRIDGE, NRD- 2 MIN -D- 509.10 MAX ELLC- 506.10 31500.000 19.80 507.80 -00 .00 509.95 1 -65 .26 .00 509.10 13400.0 .0 13400.0 .0 .0 1300.0 .0 193.0 29.3 509.10 .11 .00 10.31 .00 .000 .045 .000 .000 488.00 1795.57 .013168 20. 20. 20. 2 0 0 - 202.25 119.43 1915.00 03JMOO 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG KV HL GLOSS L -BANK ELEV Q QLOB QCH OROS ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR , WTN ELMIN SSTA SLOPE XIOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECNO 31550.000 7301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 3.34 31550.000 21.25 509.45 .00 .00 509.73 .27 .14 .14 491.10 13400.0 9131.9 4268.1 .0 2896.6 729.3 .0 195.8 29.7 509.60 .11 3.15 5.85 .00 .065 .045 .000 .000 488.20 1313.29 .001179 50. 50, 50. 3 0 0 .00 606.40 1919.69 CCIiV. .100 CEHV- .300 ; SECNO 31750.000 3280 CROSS SECTION 31750.00 EXTENDED .03 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.59 HALFF ASSOC. SURV. SECN. AA 31750.000 20.98 509.62 -00 .00 509.86 .24 .14 .00 509.60 13400.0 .0 13400.0 .0 -0 3408.4 .0 211.3 31.5 513.06 .12 .00 3.93 .00 .000 .045 .000 .000 488.64 1000.00 .000465 180. 200. 220. 2 0 0 .00 256.85 1256.85 -SECNO 32740.000 HAL" ASSOC. SURV. SECN. BB 32740.000 17.05 510.12 .00 .00 510.40 .27 .52 .01 511.47 13400.0 -0 13400.0 .0 .0 3191.0 .0 286 -3 37.5 512.67 .19 .00 4.20 .00 .000 .045 .000 .000 493.07 1005.68 .000601 990- 990. 990. 2 0 0 .00 265.78 1271.46 -SECNO 34045.000 HALFF ASSOC, SURV. SECN. CC 34045.000 17.87 510.97 .00 .00 511.27 .30 .86 .01 518.50 13400.0 .0 13400.0 .D .0 3062.0 .0 380.0 45.6 516.53 .27 .00 4.38 .00 .000 .045 .0 OD .000 493.10 1027.94 .000730 1305. 1305. 1305. 2 0 0 .00 276.19 1304.13 03JULO0 11:35:53 SECWO DEPTH CWSEL CRIME WSELK EG HV HL OIOSS L -BANK ELEV Q QLOB QCH QROB AIOB ACH AROB VOL TWA R -BANK ELEV TIME VLlDB VCH VROB XNL XNCH XMR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -SECNO 34330.000 HALFF ASSOC. SURV. SECN. DO 34330.000 13.07 511.14 .00 .00 511.59 .45 .28 .05 518.23 13400.0 .0 13400.0 .0 .0 2483.7 .0 398.1 47.4 517.83 .29 .00 5.40 -00 .000 .045 .000 .000 498.07 1029.20 .001416 285. 285. 285. 1 0 0 -00 271.68 1300.88 •SECNO 34870.000 HALF P ASSOC. SURV. SECN. EE 34870.000 10.69 511.95 .00 .00 512.50 .55 .88 .03 519.25 13400.0 .0 13400.0 .0 .0 2257.4 .0 427.5 50.7 520.25 -31 .00 5.94 .00 .000 .045 .000 .000 501.26 1027.85 .001894 540. 540. 540. 2 0 0 .00 265.98 1293.82 •SECNO 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520 -30 MAX ELLC- 514.10 HALFF ASSOC. SURV, SECN. FF MOVED 120 D.S. TV FACE FREEPORT PKWY 35450.000 12.22 513.12 .00 .00 513.68 .56 1.18 .OI 514.20 13400.0 .0 13400.0 .0 .0 2221.5 .0 157.3 59.4 520.30 .34 .00 6.03 .00 .000 .045 .000 .000 500.90 1015.89 .002181 580. 580. 580. 2 0 0 -00 284.60 1300.49 •SECNO 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAY ELLC- 514.10 HALFF ASSOC. SURV. SECN. FP U.S. FACE FREEPORT PKWY 35570.000 12.51 513.41 .00 .00 513.94 .52 .25 .00 514.20 13400.0 .0 13400.0 .0 .0 2305.4 .0 461.5 55.2 520.30 -35 .00 5.81 .00 -000 .045 .000 .000 500.90 1012.13 .001966 120. 120. 120. 2 0 0 .00 288.82 1300.94 *SECNO 35770.000 35770.000 13.88 513.69 .00 .00 514.57 .88 .53 .11 520.91 14200 -0 .0 14200.0 .0 .0 1882.7 .0 473.2 56.4 522.81 .35 .00 7.54 .00 .000 .045 .000 .000 499.81 1028.78 .003641 200. 200. 200. 2 0 0 .00 251.95 1280.73 03JULO0 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG KV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VIOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XIOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECNO 35970.000 CHIMP CLSTA. 1131.00 CELCH. 503.20 BW. 180.00 STCHL. 1000.00 STCNR. 1264.90 CHIMP CLSTA- 1131.00 CEI.C7i. 501.20 BN. 20.00 STCHL- 1000.00 STCHR 1264.90 EXCAVATION DATA AEX- 1557.ISQ -FT VEXR. .OK•CU -YD VEXT- .OK'CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 1.78 HALFF ASSOC. SURV. SECN- GG (TRANSITION BACK TO NATURAL CHANNEL)- - -- APPROX- NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL 35970.000 13.27 514.47 .00 .00 514.99 .51 .38 .04 516.87 14200.0 .0 14200.0 .0 .0 2465.7 .0 983.1 57.6 517.83 .36 .00 5.76 .00 .000 .040 .000 .000 501.20 1007.19 .001147 200. 200. 200. 2 0 0 .00 247.62 1254.81 CCIfV- .300 CEHV- .500 .SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH- 503.42 BW- 120.00 STCHL. 1060.33 STCHR- 1266.15 CHIMP CLSTA- 1166.00 CELCH- 501.42 BW. 20.00 STCHL- 1060.33 STCHR- 1266.15 EXCAVATION DATA AEX- 1101. 7SQ -FT VEXR- 4.9K-CU-YD VEXT- 4.9K-CU-YD 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 36070.36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. 'A' (1- 29 -85) BAF PAGE 71 PAGE 72 PAGE 73 EXTENDED FROM TOPO 36070.000 12.95 514.37 .00 .00 515.42 1.05 .16 .27 518.64 14200.0 .0 14200.0 -0 .0 1729.7 .0 488.0 58.1 516.80 .37 .00 8.21 .00 .000 .040 .000 .000 501.42 1073.35 .002564 130. 100. 60. 2 0 0 .00 185.70 1258.85 ' SECNO 36360.000 CHIMP CLSTA- 1195.00 CELCH- 504.00 BW. 120.00 STCHL. 1036.40 STCHR- 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL- 1036.40 STCHR- 1 1245.00 03JULOO 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIASS L -BANK ELEV PAGE 74 Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VIDE VCH VROB XNL XNCH XNR WTH ELMIN SSTA SLOPE XLABL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EXCAVATION DATA AEX- 1532.7SQ -FT VEXR- 14.IK'N -YD VEXT- 19.1K-CU -YD HALFP ASSOC, SURV. SECN. 'B' 0- 29 -85) RAF 36360.000 13.03 515.03 .00 .00 516.06 1.03 .64 .00 520.20 • 14200.0 .0 14200.0 .0 .0 1793.0 .0 499.5 • 59.3 517.33 .38 .00 8.15 .00 .000 .035 .000 .000 502.00 1051.93 .001920 290. 290. 290. 2 0 0 .00 186.13 1238.07 - SECNO 38220.000 CHIMP CLSTA. 1081.50 CELCH- 504.00 BW. 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR- 1.6K'N -YD VEXT. 20.7K-CU-YD 3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 10.06 514.06 .00 .00 517.15 3.09 .06 1.03 518.10 14200.0 .0 74200.0 .0 .0 1007.3 .0 500.8 59.4 515.47 .38 .00 14.10 .00 .000 .015 .000 .000 504.00 1031.90 .001189 40. 40. 40. 3 0 0 .00 100.20 1131.60 • SECNO 38232.000 CHIMP CLSTA- 1081.50 CELCH. 504.00 BW. 100.00 STCHL. 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR- .3K'N -YD VEXT- 21.0K-CU-YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 10.09 514.09 .00 .00 517.17 3.08 .11 .00 518.10 14200.0 .0 14200.0 .0 .0 1009.1 .0 501.1 59.5 515.47 .38 .00 14.07 .00 .000 .015 .000 .000 504.00 1031.40 .001182 12. 12. 12- 0 0 0 .00 100.20 3131.60 ' SECNO 38235.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 100.00 STCHL- 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX= 7.15Q -FT VEXR- .OK-CU-YD VEXT. 21.OK'N -YD 1 03JULOO 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLDSS L -BANK ELEV PAGE 75 Q QLOB QCH QROB AWE, ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WTN ELMIN SSTA SLOPE XL.OBL XLCH XLOBR ITRIAL IDC ICONT COP" TOPWID ENDST 3301 HV CHANGED THAN HVINS M 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS. 1021.5 1141.5 TYPE- 3 TARGET- 120.000 ELENCL- 525.00 ELENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FLAW TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 8.55 519.05 519.05 .00 523.25 4.20 .00 .56 518.09 14200.0 2.4 14114.0 83.6 3.1 856.0 34.6 501.1 59.5 515.47 .38 .78 16.49 2.42 .050 .015 .050 .000 510.50 1024.98 .001852 3. 3. 3. 20 11 0 .00 136.52 1141.50 • SECNO 38255.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 90.00 STCHL. 1000.00 STCHR- 1142.09 EXCAVATION DATA AEX- 111.0SQ -FT VEXR- .OK -CU -YD VEXT- 21 . 1 K•N -YD 3280 CROSS SECTION 38355.00 EXTENDED 2.93 FEET HV C 3301 HANGED MORE THAN HV NS 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE- 1 TARGET. 150.000 ELENCL- 525.00 ELENCR. 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW MALFF ASSOC. SURV. SECN. 38255.000 12.33 522.83 .00 .00 524.15 1.32 .04 .86 525.00 14200.0 .0 13815.4 384.6 .0 1481.9 100.6 501.7 59.5 515.70 .38 .00 9.32 3.82 .000 .035 .050 .000 510.50 1006.50 .002082 20. 20. 20. 5 0 0 .00 150.00 1156.50 ' SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH. 510.50 BW- 45.00 STCHL. 2630.00 STCHR- 2890.00 EXCAVATION DATA AEX- 259.2SQ -FT VEXR- .4K-CU-YD VEXT- 21.5K -CU -YD 1 03JLILOO 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV PAGE 76 Q QIAB QCH QROB ALAB ACH AROB VOL TWA R -BANK ELEV TIME VLAB VCH VROB XNL XNCH XNR WIN EININ SSTA SLOPE X1OBL XI.CH XIABR ITRIAL Inc ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN NVINS MORE 3302 WA RNING: CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.47 APPROXIMATE CITY LIMITS OF NPPELL 38315.000 13.45 523.95 .00 .00 524.47 .52 .09 .24 521.75 14200.0 .0 14200.0 .0 .0 2454.8 .0 504.5 59.8 520.75 .38 .00 5.78 .00 .000 .035 .000 .000 510.50 2610.00 .000965 60. 60. 60. 3 D 0 .00 260.00 2890.00 CCHV- .100 CEHV. .300 ' SECNO 38380.000 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE. 1 TARGET. 260.000 ELENCL- 529.20 ELENCR. 529.20 DS FACE W BOUND I.H.635 ('n' Values, Channel Stations and enCroaCh to have been CorreCted through 635 by A.H.H.) 38380.000 12.40 523.80 .00 .00 524.66 .86 .09 .30 515.40 14200.0 1426.7 11593.5 1179.8 130.8 1809.9 109.2 507.8 60.2 515.90 .38 10.91 6.41 10.80 .015 .045 .015 .000 511.40 2638.87 .001873 65. 65. 65. 2 0 0 .00 247.12 2885.99 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 - SECNO 38420.000 CLASS A LOW FLOW 3420 BRIDGE N.S.. 523.78 BRIDGE VELOCITY. 5.64 CALCULATED CHANNEL AREA- 2517. EGPRS EGLWC H3 QWEIR QLAW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 524.71 .04 0. 14200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 I 03JUL00 11:35:53 SECNO DEPTH CNSEL CRIWS WSELK ED HV HL OLOSS L -BANK ELEV Q QIAB QCH QROB AWB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN E1MIN SSTA SLOPE XLDBL XLCH XLOBR 1TRIAL IDC ICONT CORAR TOPWID ENDST ELENCL- 529.20 ELENCR- 529.20 U.S. FACE W. BOUND IH 635 38420.000 12.34 523.84 .00 .00 524.71 .87 .05 .00 515.50 14200.0 1416.6 11611.9 1171.5 128.9 1798.3 107.7 509.7 60.4 515.50 .38 10.99 6.46 10.88 .015 .045 .015 .000 511.50 2639.10 .001920 40. 40. 40. 0 0 0 .00 246.71 2885.80 'SECNO 38500.000 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 VALLEY SECT BTWN I.H. 635 BRIDGES 38500.000 12.18 523.98 .DO .00 524.88 .90 .16 .01 515.80 14200.0 1390.7 11659.3 1150.0 124.2 1768.8 103.7 517.4 60.9 515.80 .39 11.20 6.59 11.09 .015 .045 .015 .000 511.80 2639.61 .002045 80. 80. 80. 1 0 0 .00 245.65 2885.32 -SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 P 11CR- 529.20 DS FACE E. BOUND I -X.635 38580.000 11.91 524.11 .00 .00 525.07 .96 .17 .02 516.20 14200.0 1344.0 11744.5 1111.5 115.9 1716.2 96.8 517.0 61.3 516.20 .39 11.60 6.84 11.48 .015 .045 .015 .000 512.20 2640.70 .002295 80. 80. 80. 2 0 0 .00 243.77 2884.47 SPECIAL BRIDGE SB XK XKOR COFQ ROLEN BWC BWP BARER SS ELCHU 6LCHO 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 -SECNO 38620.000 CLASS A LOW FLOW 3420 BRIDGE M.S.- 524.09 BRIDGE VELOCITY- 6.28 CAI41RATED CHANNEL AREA- 2260. 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB OCR QROB ALIDB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SWPE XWBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST EGPRS EGLWC H3 QWEIR QUJW BARRA TRAPEZOID ELLC ELTRD WEIRLN .00 525.13 .05 0. 14200. 3920. AREA 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 US PACE E. BOUND I.H.635 38620.000 11.86 524.16 .00 .00 525.13 .97 .06 .00 516.30 14200.0 1335.9 11759.3 1104.8 114.5 1707.1 95.6 518.8 61.5 516.30 .39 11.67 6.89 11.55 .015 .045 .015 .000 512.30 2640.88 .002342 40. 40. 40. 0 0 0 .00 243.44 2884.32 1490 NH CARD USED •SECN0 38670.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1339.0 1846.0 TYPE- 1 TARGET- - 1339.000 ELENCL- 532.80 ELENCR- 100000.00 50• U.S. 8. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (IOM) 38670.000 19.46 524.55 .00 .00 525.28 .73 .12 -02 516.00 14200.0 4122.1 9825.0 252.9 948.3 1267.9 72.3 521.2 61.9 517.00 .39 4.35 7.75 3.50 .050 .053 .050 .000 505.09 1451.05 .002594 50. 50. 50. 2 0 0 .00 381.11 1832.16 1490 NH CARD USED •SECNO 38889.000 1530 MANNINGS N VAWES FOR CHANNEL COMPOSITED 3470 ENCROACRML STATIONS- .0 1648.0 TYPE- 1 TARGET- 1647.999 NDM XSECTION - BEGIN BERM(REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KKK) 38889.000 19.62 525.48 .00 .00 525.81 .33 .49 -04 517.00 14200.0 4005.0 3811.9 6383.2 1119.7 669.1 1421.4 536.1 64.5 515.00 .91 3.58 5.70 4.49 .053 .060 .050 .000 505.86 1108.12 .D01732 268. 219. 216. 2 0 0 .00 SJ 9.88 1648.00 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QIAB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VWB VCH VROB XHL XNCH XNR WTN EIJM SSTA SWPE XIABL XLCH XWBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED `SECNO 39016.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- .0 1782.0 TYPE- 1 TARGET- 1781.999 ON NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF TOPO (KKK) 39016.000 19.40 525.74 .00 .00 526.05 .30 .24 .00 519.00 14200.0 2516.4 11414.6 269.0 861.8 2413.8 107.3 546.0 66.7 523.00 .42 2.92 4.73 2.51 .050 .057 .050 .000 506.34 1035.25 .002025 183. 127. 70. 0 0 0 -00 746.75 1782.00 1490 NH CARD USED -SECNO 39403.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED EN SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO IKHH) 39403.000 19.06 526.56 .00 .00 526.71 .16 .65 .O1 520.00 14200.0 7523.1 5937.2 739.7 2361.9 1838.2 322.3 576.3 73.0 524.00 -45 3.19 3.23 2.30 .050 .079 .050 .000 50750 1014.42 .001789 278. 387. 216. 2 0 0 .00 1091..57 2105.99 1490 NH CARD USED , SECN0 39768.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39768.000 17.06 526.96 00 '00 527.09 .13 .37 .00 520.00 14200.0 7131.3 4852.1 2216.6 2506.6 1506.7 1121.2 601.4 79.3 523.00 -47 2.85 3.22 1.98 .050 .077 .050 .000 509.90 1011.23 .001531 91. 365. 364. 2 0 0 .00 1627.77 2639.00 1490 NH CARD USED -SECNO 39900.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39900.000 15.81 527.11 .00 .00 527.28 -18 .18 .01 521.00 PAGE 77 PAGE 78 PAGE 79 d 14200.0 5566.9 5982.0 2651.1 2169.3 1380.5 1249.8 615.4 83.9 521.00 .48 2.57 4.33 2.12 .050 .057 .060 _000 511.30 1009 . 46 .001514 93. 132. 171. 2 0 0 .00 1596.36 2605.82 1 03JULOO 11:35:53 SECNO DEPTH CWSEL CRIME WSELK EG MV HI, GLOSS L -BANK ELEV Q QLOB QCH QROB AIA)B ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EL4IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED • SECNO 40208.000 1530 MANNINGS N VALUES FOR CHANNEL CCMPOSITED NEW SECTION ADDED TO REVISED EXISTING MODE, PER 2 -2000 HALFP ASSOCIA7`F'S TOPO (KHH) 90208.000 19.99 527.49 .00 .00 527.62 .12 .33 .01 523.00 14200.0 3318.5 7986.7 2894.7 1900.3 2366.3 1553.2 647.1 93.2 522.00 .51 1.75 3.38 1.86 .050 .057 .059 .000 512.50 1008.24 .000982 203. 308. 280. 1 0 0 .00 1758.28 2766.52 1490 NH CARD USED • SECNO 40408.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40408.000 1 5.3 9 527.69 .00 .00 527.79 .10 .17 .00 524.00 14200.0 2136.5 10194.2 1869.3 1466.6 3619.0 1182.4 671.2 99.9 525.00 .53 1.46 2.82 1.58 .050 .058 .061 .000 512.30 1017.83 .000925 195. 200. 90. 0 0 0 .00 1780.05 2797.88 1490 NH CARD USED • SECNO 40635.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .42 3470 ENCROACHMENT STATIONS- .0 2210.0 TYPE. 1 TARGET- 2209.999 NE14 SECTION ADDED TO REVISED EXISTING MODE, PER 2 -2000 HALPF ASSOCIATES TOPO (KHH) 40635.000 15.44 527.94 .00 .00 528.12 .18 .31 .02 525.00 9900.0 2850.0 5736.7 1313.3 1357.3 1437.8 436.9 696.6 108.1 523.00 .55 2.10 3.99 3.01 .050 .070 .060 .000 512.50 1011.65 .002590 258. 227. 207. 2 0 0 .00 1198.35 2210.00 1490 NH CARD USED • SECNO 40698.000 3470 ENCROACHMENT STATIONS- .0 2280.0 TYPE. 1 TARGET. 2279.999 40698.000 13.12 528.12 .00 .00 528.27 -15 .14 .00 526.00 9900.0 2239.7 7249.2 411.1 1254.0 2149.6 153.1 701.8 110.1 525.00 .55 1.79 3.37 2.69 .050 .058 .050 .000 515.00 1008.44 .001942 76. 63. 42. 2 0 0 .00 1271.56 2280.00 1 03JUL00 11:35:53 SECNO DEPTH CWSEL CRIME WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XMR WTW EL4IN SSTA SLOPE XLOBL XLCH XLJBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED • SECNO 41138.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED END OF A.H.H. CHANNEL IMPROVEMENT DATA (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41138.000 10.53 528.73 .00 .00 528.81 -01 .54 .oI 527.00 9900.0 1488.8 8401.2 10.0 1063.3 3525.9 11.2 733.8 118.0 527.00 .60 1.40 2.38 .89 .050 .057 .050 .000 518.20 1013.34 .001099 105. 440. 309. 2 0 0 .00 1415.65 2428.99 1490 NH CARD USED • SECNO 41340.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .49 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KNH) 41340.000 10-22 528-92 .00 .00 529.30 .38 .40 .09 526.00 9900.0 3625.7 6274.3 .0 1364.8 1063.4 .0 750.1 123.9 530.00 .61 2.66 5.90 .00 .050 .055 .000 .000 518.70 1004.32 .004557 200. 202. 350. 2 0 0 .00 1129.83 2134.14 1490 NH CARD USED • SECNO 41471.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KNH) 41471.000 11.84 529.54 .00 .00 529.92 .39 .62 .00 526.00 9900.0 5983.3 3874.5 42.2 1612.8 595.5 27.4 755.6 126.3 530.00 .62 3.71 6.53 1.54 .050 .068 .050 .000 517.70 1004.41 .007201 87. 131. 133. 3 0 0 .00 1101.61 2 119 . 03 1490 NH CARD USED • SECNO 41703.000 1 03JUL00 11:35:53 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 XML XNCH XMR WTN ELMIN SSTA SLOPE XIABL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.49 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41703.000 12.44 531.04 .00 .00 531.19 .16 1.25 .02 529.00 9900.0 5673.2 3921.9 304.9 1763.2 1228.4 183.1 772.3 133.3 532.00 .64 3.22 3.19 1.67 .050 .078 .050 .000 518.60 1012.52 .003257 295. 232. 181. 2 0 0 .00 1126.20 2225.71 1490 NH CARD USED • SECNO 42040.000 100• DS RADIO RD (REVISED FOR THIS MODEL PER 2 -2000 HALPF ASSOCIATES 70PO (KHH) 42040.000 11.26 531.76 .00 .00 531.91 .15 .72 .00 530.00 9900.0 4455.6 3600.2 1844.2 1622.5 929.1 780.3 791.1 140.2 528.00 .66 2.75 3.88 2.36 .050 .055 .050 .000 52050 968.26 .002480 171. 337. 344. 3 0 0 .00 1325..34 2293.59 1490 NH CARD USED • SECNO 42138.000 3265 DIVIDED FLOW DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 42138.000 12.11 531.95 .00 '00 532.12 .17 .21 .00 530.00 9900.0 5327.0 2788.1 1784.9 2172.0 556.7 1073.6 799.1 143.8 530.00 .67 2.45 5.01 1.66 .046 .045 .050 .000 519.84 1015.29 .001805 98. 98. 98. 2 0 0 l .00 1841.73 3296.45 03JUL00 11:35:53 PAGE 80 PAGE 81 PAGE 82 PAGE 83 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 V1O9 VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 530.62 , NOT 531.95 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLAW CONTROLS) SS XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 8.00 4.00 316.93 4.00 519.85 519.84 -SECNO 42200.000 --- 3265 DIVIDED FLOW PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 OWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 566 -32 534.43 .00 8935. 964, 317. 349. 528.71 530.86 1286. US FACE RADIO RD SECT 826 - - 42200.000 12.06 532.00 .00 .00 532.28 .28 .16 .00 530.10 9900.0 4722.1 3593.6 1584.3 2128.4 553.1 1038.0 804 -5 146.4 530.10 .68 2.22 6.50 1.53 .065 .045 .070 .000 519.94 1015.38 .003064 62. 62. 62. 2 0 7 .00 1830.78 3291.52 - -SECNO 42280.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.14 PROFILE SECTION BB - SURVEY SECTION 27 - 42280.000 11.65 532.35 .00 .00 532.40 .05 .10 .02 522.00 9900.0 5027.6 850.9 4021.4 3346.1 206.1 2836.4 813.8 150.0 522.50 .69 1.50 4.13 1.42 .065 .045 .070 .000 520.70 737.23 .000669 B0. 80. 80. 2 0 0 .00 2064.51 2801.74 ' SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .48 PROPILE SECTION CC - SURVEY SECTION 28 ._. 44200.000 9.32 534.22 .00 .00 534.97 .25 2.01 .06 526.80 9900.0 3822.7 2291.9 3785.3 1131.9 342.3 2173.6 993.8 216.8 531.90 .82 3.38 6.70 1.74 .065 .045 .070 .000 524.90 1240.28 .002933 1800. 2030. 1300. 3 0 0 .00 1781.52 3021.80 1 03JULOO 11:35:53 PAGE 84 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV _.. Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -HANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XW13R ITRIAL IDC ICONT CORAR TOP.ID ENDST -SECNO 45820.000 PROFILE SECTION DO - SURVEY SECTION 29 45820.000 7.50 539.30 .00 .00 539.65 .34 5.15 .03 533.00 9900.0 5067.7 1677.3 3159.9 1524.5 188.0 1022.7 1083.1 261.3 533.10 .91 3.32 8.92 3.08 .065 .045 .070 .000 531.80 1237.40 .005601 1400. 1620. 1000. 4 0 0 .00 1475.20 2712.60 - SECNO 47450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.60 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.81 543.91 .00 .00 544.08 .18 4.42 .02 535.80 9900.0 6214.7 1376.4 2308.9 2683.9 200.3 916.7 1180.8 309.9 535.90 1.03 2.32 6.87 2.52 .065 .045 .010 -000 532.10 1256.13 .002184 1250. 1630. 1350. 4 0 0 .00 1480.89 2737 -01 - SECNO 47540.000 100' DS COUNTY LINE RD 47540.000 12.79 593.99 .00 .00 544.26 .27 .15 .03 542.30 9900.0 4487.4 4165.7 1246 -9 2544.7 685.9 870.6 1186.4 307.5 542.20 1.03 1.76 6.07 1.47 .065 .095 .070 .000 531.20 162.74 .002243 30. 90. 200. 2 0 0 .OD 2005.89 2168.63 •SECND 47640.000 3280 CROSS SECTION 47640.00 EXTENDED .01 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.54 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 13.61 544.31 .00 .00 544.41 .11 .14 .02 541.80 9900.0 5144.5 3164.1 1591.4 3682.2 752.3 1358.8 1197.8 312.3 541.70 1.05 1.40 9.21 1.17 .065 .045 .070 .000 530.70 50.00 .000951 100. 1 00 . 100. 2 0 0 .00 2168.12 2218.12 1 03JULOO 11:35:53 PAGE 85 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLD S L -RANK ELEV Q OLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 541.53 NOT 544.31 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) SB XK XKOR COFQ RDLEN BWC BWP BARRA SS ELCHU ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 • SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 6.00 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 5.90 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRL.N AREA 568.02 545.15 .00 4950. 4978. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT M31 47670.000 19.60 550.30 .00 .00 550.30 .01 5.89 .00 541.80 9900.0 6226.3 1220.0 2453.7 12439.8 1231.9 5551.7 1206.4 313.8 541.70 1.06 .50 .99 .44 .065 .045 .070 .000 530.70 50.00 .000027 30. 30. 30. 0 0 3 .00 2250.00 2300.00 • SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 5.70 FEET 50' U.S. COUNTY LINE RD 47720.000 19.30 550.30 .00 .00 550.30 .01 .00 .00 542.10 9900.0 6214.5 1248.1 2437.4 11995.8 1206.0 5336.3 1228.0 316.4 542.00 1.09 .52 1.03 .46 .065 .045 .070 .000 53100 50.00 .000031 50. 50. 50. 2 0 0 .00 2250..00 2300.00 • SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED 2.61 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .62 1 03JUL00 11:35:53 PAGE 86 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 14.91 550.31 .00 .00 550.33 .02 .02 .00 543.40 9900.0 3801.6 3442.7 2655.7 5944.8 2157.2 3759.0 1407.2 790.5 539.10 1.24 .64 1.60 .71 .065 .045 .070 .000 535 -4D 1000.00 .000079 600. 630. 300. 0 0 0 .00 1900.00 2900.00 1 03JULOO 11:35:53 PAGE 87 ..; ................................ THIS RUN EXECUTED 03JULOO 11:35:54 H- WATER SURFACE PROFILES Version 4.6.2; May 1991 ...... ............................... NOTE - ASTERISK (•) AT LEFT OF Cm GRAPEVINE CREEK 309REVE5 SUMMARY PRINTOUT SECNO CWSEL Q 27620.000 492.50 6700.00 27620.000 494.68 940000 27620. 000 495.60 10500. . 00 27620.000 499.50 13400.00 30130.000 500.67 6700.00 30130.000 502.04 9400.00 30130.000 502.18 10500.00 • 30130.000 501.72 13400.00 30189.000 500.74 6700.00 30189.000 502.02 9400.00 30189.000 502.14 10500.00 30189.000 501.75 13400.00 ' 30190.000 500.65 6700.00 ' 30190.000 501.89 9400.00 ' 30190.000 501.97 10500.00 ' 30190.000 501.37 13400.00 30200.000 500.82 6700.00 30200.000 502.10 9400.00 30200.000 502.40 10500.00 30200.000 503.20 1 340 0.0 0 ' 30201.000 501.10 6700.00 ' 30201.000 502.64 9400.00 30201.000 502.98 10500.00 30201.000 504.18 13400.00 30250.000 501.55 6700.00 30250.000 503.47 9400.00 30250.000 504.02 10500.00 30250.000 5 05. 77 13400.00 KS- SECTIOI VCH 9.27 9.04 8.43 5.39 B.OB 9.41 10.30 14.00 7.80 9.58 10.57 14.02 8.51 10.48 11.61 15.75 8.35 10.17 11.13 13.16 7.50 9.01 9.75 11.19 7.26 7. 89 8.19 8.30 I NUMBER II DEPTH 17.00 19.18 20.10 24.00 16.97 18.34 18.48 18.02 13.94 15.22 15.34 14 . 95 13. 15.09 85 15.17 14.57 14.02 15.38 15.60 16.40 14.30 15.84 16.18 17.38 17.75 19.67 20.22 21.97 IDICATES MESSAGE IN SUMMARY OF ERRORS LIST TOPWID SHEAR POWER 232.51 2.52 23.34 481.38 2.44 22.10 590.55 2.08 17.53 727.23 .78 4.23 155.08 2.19 17.73 233.99 2.92 27.48 242.29 3.49 35.94 222.30 6.51 91.15 93.92 1.82 14.21 97.87 2.67 25.60 98.13 3.25 3432 97.06 5.76 80. .80 86.66 6.34 53.90 90.48 10.04 105.24 90.75 12.34 143.24 88.90 22.28 350.79 87.20 6.14 51.27 91.12 9.57 97.37 91.46 11.55 128.54 92.73 16.70 219.78 95.05 1.67 12.53 99.19 2.34 21.10 99.89 2.73 26.61 102.90 3.54 39.56 205.24 1.76 12.75 307.04 1.99 15.73 337.50 2.12 17.39 439.15 2.10 17.46 1 03JMOD 11:35:53 SECNO CWSEL Q VCR DEPTH TOPWID SHEAR POWER 31310.000 503.64 6700.00 6.84 15.84 193.59 1.40 9.59 31310.000 505.56 9400.00 7.23 17.76 382.20 1.52 10.96 31310.000 506.15 10500.00 7.34 18.35 419.11 1.55 11.39 31310.000 507.67 13400.00 7.30 19.87 542.50 1.50 10.96 31480.000 503.99 6700.00 6.26 15.99 105.44 1.70 10.04 67 31480.000 505.78 9400.00 7.44 17.78 111.72 2.4 18 2 . • 31480.000 506.44 10500.00 8.08 18.44 118.84 5.52 44.57 • 31480.000 507.54 13400.00 10.31 19.54 119.32 8.95 92.28 31500.000 504.06 6700.00 6.23 16.06 105.68 1.69 30.50 31500.000 505.86 9900.00 7.38 17.86 112.33 2.39 17.63 31500.000 506.60 10500.00 8.08 18.60 118.91 5.52 44.55 31500.000 507.80 13400.00 10.31 19.80 119.43 8.94 92.19 31550.000 504.34 6700.00 6.56 16.14 200.98 1.28 8.42 31550.000 506.47 9400.00 6.66 18.27 411.79 1.28 8.52 • 31550.000 507.48 10500.00 6.31 19.28 513.93 1.13 7.14 • 31550.000 509.95 13400.00 5.85 21.25 606.40 .95 5.54 • 31750.000 504.83 6700.00 2.96 36.19 221.75 .24 .71 • 31750.000 506.86 9400.00 3.45 18.22 236.37 .31 1.07 • 31750.000 507.79 10500.00 3.56 19.15 243.25 .33 1.16 • 33750.000 509.62 1 39 3400.00 3.93 20.98 256.85 . 1.51 32740.000 505.26 6700... .. 32740.000 507.34 9400.00 00 336 1219 225.02 32 1 06 3.78 14.27 242.47 .38 1.46 72790.000 508.26 10500.00 3.87 15.19 250.36 .40 1.53 32790.000 510.12 13400.00 4.20 17.05 265.78 .45 1.89 34045.000 506.15 6700.00 3.70 13.05 243.88 .41 1.53 34045.000 508.23 9400.00 4.04 15.13 257.80 .46 185 34045.000 509.31 10500.00 4.10 16.01 263.71 .46 1..90 34045.000 510.97 13400.00 4.38 17.87 276.19 .51 2.21 • 34330.000 506.41 6700.00 5.23 8.34 235.60 .90 4.70 ` 34330.000 508.44 9400.00 5.30 10.37 251.00 .05 4.49 • 34330.000 509.30 10500.00 5.27 11.23 257.60 .81 4.28 34330.000 511.14 33400.00 5.40 17.07 271.68 .81 4.36 34870.000 507.91 6700.00 5.41 6.65 237.49 .98 5.29 34870.000 509.56 9400.00 5.73 8.30 249.12 1.02 5.82 34870.000 510.28 10500.00 5.76 9.02 254.20 1.00 5.75 34870.000 511.95 13400.00 5.94 10.69 265.98 1.00 5.95 35450.000 509.46 6700.00 5.03 8.56 225.92 .81 4.08 35450.000 510.92 9400.00 5.64 10.02 234.79 .96 5.41 35450.000 511.53 10500.00 5.80 10.63 238.52 .99 5.79 35450.000 513.12 13400.00 6.03 12.22 284.60 1.06 6.41 I 03JUL00 11:35:53 SECNO CWSEL Q VCH DEPTH TOPWID SHEAR POWER 35570.000 509.74 6700.00 4.80 8.89 227.65 .73 3.50 35570.000 511.20 94 00.00 5.43 10.30 236.48 .88 4.77 35570.000 511.81 10500.00 5.60 10.91 290.15 .92 5.13 35570.000 513.41 13400.00 5.81 12.51 288.82 .98 5.69 • 35770.000 510.09 7300.00 7.11 10.28 223.70 1.77 12.57 • 35770.000 511.52 10000.00 7.38 11.73 234.91 1.77 13.07 • 35770.000 512.10 11200.00 7.50 12.29 239.48 1.78 13.38 35770.000 513.69 14200. DO 7.54 13.88 251.95 1.70 12.80 • 35970.000 511.03 7300.00 4.42 9.83 227.00 .46 2.06 • 35970.000 512.42 10000.00 5.07 11.22 235.33 .58 2.97 ` 35970.000 512.99 11200.00 5.32 31.79 238.73 .67 3.36 ` 35970.000 514.47 14200.00 5.76 13.27 247.62 .71 4.10 PAGE 88 PAGE 89 36070.000 511.02 7300.00 6.40 9.60 165.58 1.00 6.38 • 36070 000 S12.37 10000.00 7.10 10.95 173.70 1.24 9.06 • 36070.000 512.92 11200.00 7.63 13.50 177.01 334 1021 • 36070.000 514.37 14200.00 8.21 12.95 185.70 1..49 12..23 36360.000 511.60 7300.00 6.40 9.60 165.60 .76 4.87 36360.000 513.01 10000.00 7.25 11.03 174.03 .94 6.78 36360.000 513.59 11200.00 7.56 11.59 177.47 1.00 7.59 36360.000 515.03 14200.00 8.15 13.03 186.13 1.12 9.14 38220.000 511.16 7300.00 10.17 7.16 100.14 .41 4.14 38220.000 512.37 10000.00 33.94 8.37 100.17 .55 6 53 . 38220.000 512.84 11200.00 12.65 8.64 100.18 .61 7.72 38220.000 514.06 14200.00 14.10 10.06 100.20 .75 10.51 38232.000 511.18 7300.00 10.16 7.18 100.14 .41 4.12 38232.000 512.39 10000.00 11.91 8.39 100.17 .54 6.49 382]2.000 512.87 13200.00 13.63 8.87 100.18 .61 7.67 38232.000 514. D9 14200.00 14.07 10.09 100.20 .74 10.45 • 38235.000 515.99 7300.00 13.28 5.49 110.05 .72 9.63 • 38235.000 517.27 10000.00 14.72 6.77 110.07 .89 12.41 ' 38235.000 517.79 11200.00 35.29 7.29 110.07 .89 13.65 • 38235.000 519.05 14200.00 16.49 8.55 716.52 .99 16.29 • 38255.000 518.21 1300.00 8.35 7.71 193.15 1.31 10.91 • 38255.000 520.16 10000.00 8.74 9.66 198.99 1.34 11.69 • 38255.000 520.97 11200.00 8.90 10.47 150.00 1.35 12.04 38255.000 522.83 14200.00 9.32 12.33 150.00 1.42 13.24 38315.000 519.03 7300.00 5.95 8.53 217.76 .70 4.11 38315.000 521.11 10000.00 5.83 10.61 253.55 .63 3.66 38315.000 531.96 11200.00 5.78 11.46 360.00 .60 3.48 • 38315.000 523.95 14200.00 5.78 13.45 260.00 .57 3.29 1 030UL00 11:35:53 PAGE 90 SECNO CWSEL Q VCH DEPTH TOPWID SHEAR POWER • 3B3B0. 000 518.94 7300.00 7.67 7.54 21407 203 15.57 • 38380.000 52 1.0 0 10000.00 6.90 9.60 228..04 1. . 45 9.99 • 38380.000 523.84 11300.00 6.71 30.44 233.77 1.32 8.89 38380.000 523.80 14200.00 6.41 12.40 247.12 1.13 7.13 38420.000 519.03 7300.00 7.70 7.53 213.96 2.05 15.76 38420.000 521.05 10000.00 6.95 9.55 227.73 1.48 10.26 38420.000 521.89 11200.00 6.76 10.39 233.42 134 9.08 38420.000 523.84 14200.00 6.46 12.34 246.71 1..13 7.32 38500.000 519.67 1300.00 7.10 7.87 216.31 1.70 12.06 38500.000 521.33 10000.00 6.98 9.53 227.59 1.49 10.38 38500.000 522.11 11200.00 6.84 10.31 232.92 1.38 9.44 38500.000 523.98 34200.00 6.59 12.18 245.65 1.19 7.83 38580.000 520.12 7300.00 7.03 7.92 216.62 1.66 11.65 38580.000 521.61 10000.00 7.13 9.41 226.78 1.56 11.14 38580000 522.32 11200.00 7.05 10.12 231.69 1.48 10.40 36580..000 524.11 14200.00 6.84 11.91 243.77 1.29 8.85 38620.000 520.18 7300.00 7.08 7.88 216.40 1.69 11.95 38620.000 521.67 10000.00 7.18 9.37 226.50 1.59 33.42 38620.000 522.39 11200.00 7.10 10.09 231.36 1.50 10.68 38620.000 524.16 14200.00 6.89 11.86 243.44 1.31 9.0{ 38670.000 520.5] 7300.00 7.31 15.44 222.37 2.15 15.71 38670.000 521.97 10000.00 7.96 16.88 267.09 2.43 19.31 38670.000 522.69 11200.00 8.00 17.60 289.39 2.39 19.14 38670.000 524.55 14200.00 7.75 19.46 381.11 2.14 16.56 38889.000 521.64 7300.00 7.14 15.78 393.73 2.73 39.52 38889.000 523.17 10000.00 6.57 I7.31 476.70 2.22 14.57 38889.000 523.84 11200.00 6.29 17.98 479.36 1.99 12.54 38889.000 525.48 14200.00 5.70 19.62 539.88 1.57 8.96 39016.000 522.34 7300.00 4.85 16..9 6 39016.000 523.62 3 00 0000.00 S. 17.28 358 457. 61 1.2 . 67 1.29 6.52 39016.000 524.20 11200.00 5.03 17.86 517.61 1.25 6.27 39016.0 DO 525.74 14200.00 4.73 19.40 746.75 1.03 4.87 39403.000 523.92 7300.00 3.66 16.42 57B.50 1.36 4.97 19403.000 524.96 10000.00 3.63 17.46 940.15 1.27 4.60 3 525.40 11200.00 1.55 17.90 1002.75 1.19 4.22 39403..000 526.56 14200.00 3.23 19.06 1091.57 .93 3.01 39768.000 524.78 7]00.00 3.58 14.88 833.05 1.17 4.19 39768.000 525.64 10000.00 3.64 15.74 1271.18 1.17 4.24 39768.000 525.99 11 200. 00 3.59 36.09 1480.19 1.12 4.01 39768.000 526.96 14200.00 3.22 17.06 1627.77 .B7 2.79 1 03JUL00 11:35:53 SECHO CWSEL Q 39900.000 525.03 7300.00 39900.000 525.86 10000.00 39900.000 526.20 11200.00 39900.000 527.11 14200.00 40208.000 525.60 7300.00 40208.000 526.39 10000.00 90208.000 526.70 11200.00 40208.000 527.49 14200.00 40408.000 525.84 7300.00 40408.000 526.63 10000.00 40408.000 526.93 11200.00 40408.000 527.69 14200.00 • 40635.000 526.11 5100.00 • 40635.000 526.89 7000.00 • 40635.000 527.20 7900.00 • 40635.000 527.94 9900.00 4069:.000 526.41 5100.00 40698.000 527.17 7000.00 VCH 450 9.64 4..63 4.33 3.09 3.32 3.38 3.38 2.98 2.70 2.77 2.82 4.15 4.38 4.36 3.99 3.43 3.50 DEPTH 13.73 14.56 14.90 15.81 13.10 13.89 14.20 14.99 13.54 14.33 14.63 15.39 13.61 14.39 14.70 15.44 11.41 12.17 PAGE 91 TOPWID SHEAR POWER 888.81 .93 4.11 1140.15 .97 451 1306.24 .97 4..48 1596.36 .84 3.65 1125.78 .47 1.45 1387.26 .52 1.73 1508.19 .54 1.81 1758.28 .52 1.74 1177.39 .34 .85 1573.95 .39 1.05 1735.66 .40 1.12 1780.05 .40 1.14 519.44 1.40 5.82 1075.29 1.49 6.53 1165.35 1.45 6.33 1198.35 1.17 4.68 77106 67 229 1225.. . 65 .69 2..43 40698.000 527.46 7900.00 3.49 12.46 1241.42 .69 2.40 40698.000 528.12 9900.00 3.37 13.12 1271.56 .63 2.11 • 41138.000 527.36 5100.00 2.02 9.16 1364.28 .26 .52 • 43138.000 527.98 7000.00 2.18 9.78 1405.00 .28 .61 • 41138.000 528.21 7900.00 2.26 10.01 1409.13 .29 .67 41138.000 528.73 9900.00 2.38 20.53 1415.65 .31 .75 • 41340.000 527.52 5100.00 5.87 8.82 639.25 1.71 10.02 • 41340.000 528.12 7000.00 6.29 9.42 1223.0 . 1.91 12.01 • 41340000 528.37 1900.10 6.21 9.67 "f 25 1.86 11.53 • 41740.000 528.92 9900.00 5.90 10.22 1129.83 1.65 9.74 • 41471.000 528.92 5100.00 7.22 10.72 1024.05 3.98 28.75 41473.000 529.03 7D00.00 6.36 11.33 1075.11 2.81 17.90 41471.000 529.20 7900.00 6.42 11.50 1083.80 2.87 18.42 41472.000 529.54 990 0. 00 6.51 11.84 1101.61 2.94 19.13 • 41703.000 530.16 5100.00 2.50 11.56 1086.22 .65 1.62 • 41703.000 530.52 7000.00 2.86 11.92 1102.37 .83 2.38 • 41703.000 530.69 7900.00 2.96 12.09 1110.49 .89 2.62 • 43703.000 531.04 9900.00 3.19 12.44 1126.20 1.01 3.21 42090.000 530.79 5100.00 3.33 10.29 1192.82 .58 1.95 42040.000 531.20 7000.00 3.60 10.70 1269.76 .68 2.44 42040.000 531.18 7900.00 3.70 10.8: 1287.74 .71 2.64 42040.000 531.76 9900.00 3.88 11.26 1325.34 .77 3.00 1 03JUL00 11:35:53 PAGE 92 SECNO CHEM Q VCH DEPTH TOPWID SHEAR POWER 42138.000 530.94 5100.00 4.87 11.10 1530.07 .78 3.79 42138.000 531.39 7000.00 4.94 11.55 1704.56 .78 3.87 42138.000 531.57 7900.00 4.97 11.73 174935 .79 3.90 42138.000 531.95 9900.00 5.01 12.11 1841..73 .78 3.92 • 42200.000 530.91 5100.00 6.32 10.97 1987.73 1.33 8.38 • 42200.000 531.26 7000.00 6.96 11.32 1650.69 1.57 10.95 • 42200.000 531.52 7900.00 6.75 13.58 1712.39 1.46 9.87 • 42200.000 532.00 9900.00 6.50 12.06 1830.78 1.32 8.59 • 42280.000 531.37 5100.00 304 10.67 1846.05 .25 77 • 42280.000 531.74 7000.00 3..61 11.04 1930.04 .35 1..28 ' 42280.000 531.94 7900.00 3.80 11.24 1973.97 .39 1.47 • 42280.000 532.35 9900.00 4.13 11.65 2064.51 .45 1.87 • 44200.000 532.77 5100.00 7.12 7.87 1299.91 1.66 11.78 • 44200.000 533.46 7000.00 6.87 8.56 1529.20 1.98 10.19 • 94200.000 533.72 7900.00 6.79 8.82 1593.73 1.43 9.73 • 49200.000 534.22 9900.00 6.70 9.32 1781.52 1.36 9.12 45820. 000 538.56 5100.00 6.71 6.76 1147.65 1.47 9.59 45820. 538.90 7000.00 7.75 7.10 1361.67 1.87 14.50 45820.000 539.03 7900.00 8.17 7.23 1399.91 2.07 16.97 45820.000 539.30 9900.00 8.92 7.50 1475.20 2.43 21.71 47450.000 542.55 5100.00 6.47 10.121.37 . 8.22 • 47450.000 543.18 70D0.00 6.61 11.08 45 1 127 1316.46 1.30 8.58 • 47450.000 543.93 7900.00 6.68 11.34 1372.73 1.71 8.78 • 47450.000 543.91 9900.00 6.87 11.81 1480.89 1.36 9.39 47540 : 11D 542.45 5100.00 7.34 11.25 1445.33 1.87 13.75 47540.000 543.21 7000.00 6.54 12.01 1790.55 1.44 990 47590.000 54 3 . 49 7900.00 6.29 12.29 1912.44 1.31 8..27 475 40. 000 543.99 9900.00 6.07 12.79 2005.89 1.20 7.29 • 47640.000 543.25 5100.00 3.55 12.55 1959.48 .41 1.47 • 47640.000 543.69 7000.00 3.93 12.99 2043.47 .49 1.93 • 97640.000 593.89 7900.00 4.03 13.19 2084.16 .52 2.09 • 97690.000 544 .3 1 9900.00 4.21 13.61 2168.12 .56 2.35 • 47670.000 595.99 5100.00 1.21 15.29 2250.00 .04 .05 • 47670.000 597.78 7000.00 1.08 17.08 2250.00 .03 .04 • 97670.000 548.55 7900.00 1.05 17.85 2250.00 .03 .03 • 47670.000 550.30 9900.00 .99 19.60 2250.00 .03 .03 47720.000 545.99 5100.00 1.32 14.99 2250.00 .05 .07 47720.000 547.78 7000.00 1.15 16.78 2250.00 .04 .04 47720.000 548.55 7900.00 1.11 37.55 2250.00 .03 .04 97720.000 550.30 9900.00 1.03 19.30 2250.00 .03 .03 1 03JUL00 11:35:53 PAGE 93 SECNO CWSEL Q VCH DEPTH TOPWID SHEAR POWER • 48350.000 546.04 5100.00 2.15 30.64 1998.60 .13 .2B • 48750.000 547.80 7000.00 1.88 12.40 1834.69 .09 .18 • 48350.000 548.57 7900.00 1.78 13.17 1864.31 .01 .15 • 48350.000 550.31 9900.00 1.60 14.91 1900.00 .06 .30 1 03JUL00 11:35:53 PAGE 94 GRAPEVINE CREEK 309REVE5 SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC E1MIN Q CWSEL CRIWS EG 10•KS VCH AREA .01K 27620.000 .00 .00 .00 475.50 6700.00 992.50 .00 493.78 38.33 9.27 869.59 1082.22 27620.000 .00 .00 .00 475.50 9400.00 499.68 .00 995.72 3098 9.04 1630.17 168895 27620.000 .00 .00 .00 475.50 10500.00 495.60 .00 496.42 24..59 8.43 2158.46 2117..56 27620.000 .00 .00 .00 475.50 13400.00 499.50 .00 499.75 7.19 5.39 4638.76 49 97. 35 30130.000 2510.00 .00 .00 483.70 6700.00 500. . 67 00 501.40 27.94 8.08 1142.39 1267.43 30130.000 2530.00 .00 .00 483.70 9400.00 502.04 .00 502.98 34.13 9.41 1412.36 1609.00 30130.000 2510.00 .00 .00 483.70 10500.00 502.18 .00 503.30 40.32 10.30 1448.46 1653.56 • 30130.000 2510.00 .00 .00 483.70 13400.00 501.72 .00 503.83 77.65 14.00 1319.79 1520.67 30189.000 59.00 .00 .00 486.80 6700.00 500.74 .00 501.68 31.92 7.80 858.48 1185.95 70189.000 59.00 .00 .00 486.80 9400.00 502.02 .00 503.44 42.72 9.58 981.64 1438.18 30189.000 59.00 .00 .00 486.80 10500.00 502.14 .00 503.88 51.40 10.57 993.81 1464.57 30189.000 59.00 .00 .00 486.00 13400.00 501.75 .00 504.80 93.79 14.02 955.58 1383.64 ' 30190.000 1.00 513.30 510.40 486.80 6700.00 500.65 .00 501.78 120.76 8.51 787.48 609.71 • 70190.000 1.00 511.30 510.40 486.80 9400.00 501.89 .00 503.59 174.89 10.48 896.80 710.80 • 30190.000 1.00 513.30 Sao. 40 48680 1050000 • 30190.000 1.00 513.30 510.40 486..80 13400.. 00 30200.000 10.00 513.30 510.40 486.80 6700.00 30200.000 10.00 513.30 510.40 486.80 9400.00 30200.000 10.00 533.30 510.90 486.80 10500.00 30200.000 10.00 513.30 510.40 486.80 13400.00 • 30201.000 1.00 .00 .DO 486.80 6700.00 • 30201.000 1.00 .DO .00 486.80 9400.00 • 30201.000 1.00 .00 .00 986.80 10500.00 • 30201.000 1.00 .00 .OD 986.80 13400.00 30250.000 49.00 .00 .00 483.80 6700.00 30250.000 49.00 .00 .00 483.80 9400 .00 30250.000 49.00 .00 .DO 483.80 10500.00 • 30250.000 49.00 .00 .00 483.80 1 3400. 00 31310.000 1x60.00 .00 .00 487.:0 6700.00 31310.000 1060.00 .00 .00 487.80 9400.00 31310.000 1060.00 .00 .00 4a 7.80 10500.00 31310.000 1060.00 .00 .00 487.80 13400.00 31480.000 170.00 509.10 506.10 488.00 6700.00 31480.000 170.00 509.10 506.10 488.00 9400.00 • 31480.000 170.00 509.10 506.10 48:.00 10500.00 • 31480.000 170.00 509.10 506.10 488.00 13400.00 1 03JUL00 12:35:53 SECNO 2.LCH ELTRD ELLC EI14IN Q 31500.000 20.00 509.10 506.10 488.00 6700.00 31500.000 20.00 509.10 506.10 488.00 9400.00 31500.000 30.00 509.10 506.10 988.00 10500.00 31500.000 20.00 509.30 506.10 488.00 13400.00 31550.000 50.00 .00 .00 488.20 6700.00 31550.000 50.00 .00 .00 488.20 9400.00 • 31550.000 50.00 .00 .00 488.20 10500.00 • 31550.000 50.00 .00 .00 488.20 13400.00 • 31750.000 200. DO .DO .00 488.64 6700.00 • 31750.000 200.00 .00 .00 988.64 9400.00 ' 31750.000 200.00 .00 .00 988.64 10500.00 • 31750.000 200.00 .00 .OD 488.64 13400.00 32740.000 99000 00 00 49307 670000 32740.000 990.. . . 00 .00 .00 493..07 9400..00 32740. 00D 990.00 .00 .00 493.07 10500.00 32740.000 990.00 .00 .00 493.07 13400.00 34045. . . 000 1305.00 DO 00 493.10 6700.00 34045.000 1305.00 .00 .00 493.30 9400.00 34045.000 1305.00 .00 .00 493.10 10500.00 34045.000 1305.00 .00 .00 493.10 1 340 0. 00 ' 34330.000 285.00 .00 .00 498.07 6700.00 • 34330.000 285.00 .00 .00 498.07 9400.00 • 34330.000 285.00 .00 .00 498.07 10500.00 34330.000 285.00 .00 .00 498.07 13400.00 34870.000 540.00 .00 .00 501.26 6700.00 34870.000 540.00 .00 .00 501.26 9400.00 34870.000 540.00 .DO .00 501.26 10500.00 34870.000 540.00 .00 .00 501.26 13400.00 35450.000 580.00 520.30 514.10 500.90 6700.00 35450.000 580.00 520.30 534.10 500.90 9400.00 35950.000 580.00 520.30 514.10 500.90 10500.00 35450.000 580.00 520.30 534.10 500.90 13400.00 35570.000 120.00 520.30 514.10 500.90 6700.00 35570.000 120.00 520.30 514.10 500.90 9400.00 35570.000 120.00 520.30 514.10 500.90 10500.00 35570.000 120.00 52 0. 30 514.10 500.90 13400.00 • 3577D.000 200.00 .00 .00 499.83 7300.00 • 35770.000 200.00 .00 .00 499.81 10000.00 • 35770.000 200.00 .00 .00 499.81 11200.00 35770.000 200.00 .00 .00 499.81 14200.00 1 03JUL00 11:35:53 SECNO RICH ELTRD ELLC ELMIN Q • 35970.000 200.00 .00 .00 501.20 7300.00 • 35970.000 200.00 .00 .00 501.20 10000.00 • 35970.000 200.00 .00 .00 501.20 11200.00 • 35970.000 200.00 .00 .00 501.20 14200.00 • 36070.000 100.00 .00 .00 501.42 7300.00 ' 36070.000 100.00 .DO .00 501.42 10000.00 • 36070.000 100.00 .00 .00 501.42 11200.00 • 36070.000 100.00 .00 .00 501.42 14200.00 36360000 29000 00 00 502.00 7300.00 36360..000 290.. . . 00 .00 .00 502.00 10000.00 36360.000 290.00 .00 .00 502.00 11200.00 36360. ODD 290.00 .00 .00 502.00 14200.00 38220.000 40.00 .00 .00 504.00 7300.00 38220.000 40.00 .00 .00 504.00 10000.00 38220.000 40.00 .00 .00 504.00 11200.00 38220.000 40.00 .00 .00 504.00 14200.00 38232.000 12.00 .00 .00 504.00 7300.00 38232.000 12.00 .00 .00 504.00 10000.00 38232.000 12.00 .00 .00 504.00 11200.00 38232.000 12.00 .00 .00 504.00 14200.00 • 38235.000 3.00 .00 .00 510.50 7300.00 • 38235.000 3.00 .00 .00 510.50 10000.00 • 38235.000 3 .00 .00 .DO 5 10.50 11200.00 50197 .00 504.07 501.. . 37 00 505.22 500.82 .00 501.91 502.18 .00 503.79 502.40 .DO 504.32 503.20 .DO 50 5. 89 501.10 .00 501.97 502.64 .00 503.90 502.98 .00 504.46 504.18 .00 506.12 501.55 .00 502.12 503.47 .00 509.30 504.02 .00 504.68 505.77 .00 506.40 503.64 .00 504.14 505.56 .00 506.05 506.15 .00 506.65 507.67 .00 508.13 503.99 .00 50460 505.78 .00 506.63 506.44 .00 507..45 507.54 .00 509.19 CWSEL CRIWS EG 504.06 .00 504.66 505.86 .00 506.71 506.60 .00 507.61 507.80 .00 509.45 504.34 00 50479 . 506.47 .00 506..88 507.48 .00 507.83 509.45 .00 509.73 504.83 .00 504.97 506.86 .00 507.05 507.79 .00 507.98 509.62 .00 509.86 505.26 .00 505.43 507.34 .00 507.56 508.26 .00 508.49 510.12 .00 510.40 506.15 .00 506.36 508.23 .00 508.98 509.11 .00 509.37 510.97 .00 5 11. 27 506.41 .00 506.83 508.44 .00 508.87 509.30 .00 509.73 511.14 .00 511.59 50791 .00 508.36 509..56 .00 510.07 510.28 .DO 510.80 511.95 .00 512.50 509.46 .00 509.85 510.92 .00 511.41 511.53 .00 512.05 513.12 .00 513.68 509.74 .00 510.10 511.20 .00 511.66 511.81 .00 512.29 513.41 .00 513.94 510.09 .00 510.88 511.52 .DO 512.37 512.10 .00 512.98 513.69 .00 514.57 CWSEL CRINS EG 511.03 .00 511.34 512.42 .00 512.82 512.99 .00 513.43 514.47 .00 514.99 511.02 .00 511.65 512.37 .00 513.20 512.92 .00 513.83 514.37 .00 515.42 511.60 .00 512.24 513.01 .00 513.83 513.59 .00 514.47 515.03 .DO 516.06 511.16 .00 512.7] 512.37 .00 514.58 512.84 .00 515.33 514.06 .00 517.15 511.18 .00 512.78 512.39 .00 514.60 512.87 .00 515.35 514.09 .00 517.17 515.99 515.99 518.73 517.27 517.27 520.62 517.79 517.79 521.41 21370 402..32 11551 162..88 193.16 262. 13 28.98 35.69 40.58 48.68 21.29 21.22 21.79 19.42 2259 22..12 21.97 19.83 28.46 36.20 60.85 131.68 10•KS 28.04 35.57 80.85 131.68 20.33 18.19 15.34 11.79 3.73 4.30 4.30 4.65 5.72 6.02 5.86 6.01 8.91 8.13 7.65 7.30 26.50 19.23 16.81 14.16 30.02 24.71 22.32 18.94 22.06 21.66 2091 21. .81 19.04 19.23 38.80 19.66 6172 49.19 45..85 36.41 10•KS 10.25 11.18 11.49 11.47 23.18 25.22 25.86 25.64 17.71 18.91 19.26 19.20 911 10..49 11.06 11.89 9.07 10.42 11.00 11.82 21.16 19.97 1 9.63 11.61 904.77 718 .27 15.75 850.95 668.07 8.35 802.41 623.40 10.17 923.88 736.54 11. I3 943.59 755.49 13.16 1018.08 827.65 7.50 893.09 1255.49 9.01 1043.43 1573.51 9.75 1076.97 1648.38 11.19 1197.56 1920.58 7.26 1282.36 1452.18 7.89 1773.45 2040.65 8.19 1952.84 2249.24 8.30 3628.82 3040.37 . 6.89 1283.22 1409.70 7.23 1849.86 1998.57 7.34 2089.18 2290.17 7.30 2836.58 3008.86 26 6... 7.44 00 1261 1070 .53 1562 01 1256 .38 8.08 1299.99 1167.75 10.31 1299.99 1167.75 PAGE 95 VCH AB EA .01K 6.23 1076.03 1265.20 7.38 1273.12 1576.11 8.08 1299.99 1167.75 10.31 1299.99 1167.75 6.56 1341.91 1485.80 6.66 2053.74 2203.71 6.31 2522.55 2680.70 5.85 3625.89 39 02.1 6 2.96 2260.50 3467.48 3.45 2727.07 4532.36 3.56 2948.56 5062.92 3.93 3408.35 6213.15 3.36 1996.77 2800.50 3.78 2483.73 3830.77 3.87 2709.91 433 7. 23 4.20 3190.96 5466.94 3.70 1808.74 2245.19 4.04 2329.61 3295.80 4.10 2559.48 3796.26 4.38 3061.97 4959.19 5.23 1280.78 1301.56 5.30 1773.35 2143.85 5.27 1993.90 2560.62 5.40 2483.66 3560.84 5.91 1237.86 1222.78 5.73 1639.95 1890.95 5.76 1821.91 2222.36 30 5.94 2257.40 79.33 5.03 3330.70 142635 5.64 1666.17 2039..86 5.80 1811.33 2296.25 6.03 222 1. 49 2869.08 4.80 1395.30 1535.41 5.43 1731.73 2143.31 5.60 1875.35 2421.62 5.81 2305.40 3021.80 7.11 1027.03 929.19 7.38 1354.61 1425.79 7.50 1492.53 1654.11 7.54 1882.65 2353.39 PAGE 96 VCH AREA .OIK 4.42 1650.13 2280.28 5.07 1970.85 2990.26 5.32 2105.16 3304.58 5.76 2465.75 4193.41 6.40 1140.69 1516.37 7.30 1370.21 1991.43 7.63 1466.94 2202.]8 8.21 1729.70 2804.33 6.40 1141.40 1734.60 7.25 1379.85 2299.63 7.56 1480.65 2551.73 8.15 1743.04 3241.08 10.37 717.60 2418.92 11.94 837.73 3087.7: 12.65 885.27 3367.0 14 10 1007.28 4118 8 ..93 10.16 71861 242432 11.91 839. .47 3097..88 12.63 BB 7. 05 3377.68 14.07 1009.07 4130.29 13.28 553.51 1586.86 14.72 694.29 2237.99 1 5.29 751.78 2527.95 38235.000 3.00 .00 .00 510.50 14200.00 519.05 519.05 523.25 18.52 16.49 893.74 3299.91 • 38255.000 20.00 .00 .00 510.50 7300.00 518.21 516.04 519.28 31.23 8.35 897.50 3306.27 • 38255.000 20.00 .00 .00 510.50 10000.00 520.16 517.20 521.33 25.74 8.74 1182.01 1970.99 • 38255.000 20.00 .00 .00 510.50 11200.00 520.97 517.65 522.17 23.91 8.90 1302.93 2290.40 38255.000 20.00 .00 .00 510.50 14200.00 522.83 .00 524.15 20.82 9.32 1582.49 3112.10 38315.000 60.00 .00 .00 510.50 7300.00 519.03 .00 519.58 19.80 5.95 1226.50 1640.44 38315.000 60.00 .00 .00 510.50 30000.00 521.11 .00 521.63 I4.88 5.83 1716.13 2592.36 38315.000 60.00 .00 .00 510.50 11200.00 521.96 .00 522.48 12.95 5.78 1937.31 3111.87 • 38315.000 60.00 .00 .00 510.50 14200.00 523.95 .00 524.47 9.65 5.78 2454.76 4571.18 • 38380.000 65.00 .00 .00 511.40 7300.00 518.94 .00 519.94 69.72 7.67 928.40 874.29 • 38380.000 65.00 .00 .00 511.40 10000.00 521.00 .00 521.88 34.57 6.90 1382.99 1700.77 • 38380.000 65.00 .00 .00 511.40 11200.00 521.84 .00 522.71 27.94 6.71 1577.54 2118.94 38380.000 65.00 .00 .00 511.40 14200.00 523.80 .00 524.66 18.73 6.41 2049.88 3280.99 38920.000 40.00 532.80 528.70 511.50 7300.00 519.03 .00 520.03 70.58 7.70 924.99 868.94 38920.000 40.00 532.80 528.70 511.50 10000.00 521.05 .00 521.95 35.46 6.95 1372.50 1679.28 38420.000 40.00 532.80 528.70 511.50 11200.00 521.89 .00 522.77 28.67 6.76 1565.39 2091.76 38420.000 40.00 532.80 528.70 511.50 14200.00 523.84 .00 524.71 19.20 6.46 2034.90 3241.09 1 03JUL00 11:35:53 PAGE 97 SECNO XLCH SL1RD ELLC EL4IN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 38500.000 80.00 .00 .00 511.80 7300.00 519.67 .00 520.54 54.52 7.10 999.40 9711.70 38500.000 80.00 .00 .00 533.80 10000.00 533.37 .00 522.24 35.86 6.98 1367.97 1670.03 38500.000 80.00 .00 .00 51 1.8 0 1 1200. 00 522.11 .00 523.03 29.74 6.84 1548.23 2053.60 3 8 500 . 00 0 80.00 .00 .00 511.80 1 420 0. 00 523.98 .00 524.88 20.45 6.59 1996.62 3140.00 38580.000 80.00 .00 .00 512.20 7300.00 520.12 .00 520.97 52.72 7.03 1009.47 1005.37 38580.000 80.00 .00 .00 512.20 10000.00 521.61 .00 522.54 38.34 7.13 1340.80 1614.98 38580.000 80.00 .00 .00 512.20 11200.00 522.32 .00 523.27 32.60 7.05 1506.34 1961.65 38580.000 80.00 .00 .00 512.20 M00.00 524.11 .00 525.07 22.95 6.84 1928.90 2964.31 38620.000 40.00 532.80 528.70 512.30 7300.00 520.18 .00 521.05 54.01 7.08 1002.22 993.34 38620.000 40.00 532.80 528.70 512.30 10000.00 521.67 .00 522.62 39.26 7.18 1331.32 1595.96 38620.000 40.00 532.80 528.70 512.30 11200.00 522.39 .00 523.35 33.42 7.10 1495.31 1937.27 38620.000 40.00 532.80 528.70 512.30 14200.00 524.16 .00 525.13 23.42 6.89 1917.23 2934.44 18670.000 50.00 .00 .00 505.09 7300.00 520.53 .00 S21.28 37.48 7.33 3135.10 1192.48 78670. 000 50.00 .00 .00 505.09 10000.00 521.97 .00 522.82 36.56 7.96 1411:.81 1653.89 38670.000 50.00 .00 .00 505.09 31200.00 522.69 .00 523.53 33.79 8.00 1689.79 1926.81 38670.000 50.00 .00 .00 505.09 14200.00 524.55 .00 525.28 25.94 7.75 2288.53 2788.34 38889.000 219.00 .00 .00 505.86 7300.00 521.64 .00 522.18 40.89 7.14 1396.59 1141.54 38889.000 219.00 .00 .00 505.86 30000.00 523.37 .00 523.60 79.01 6.57 2073.28 1856.79 38889.000 219.00 .00 .00 505.86 11200.00 523.84 .00 524.23 24.75 6.29 2390.55 2251.06 38889.000 219.00 .00 .00 505.86 14200.00 525.48 .00 525.81 17.32 5.70 3210.14 3412.16 39016.000 127.00 .00 .00 506.34 7300.00 522.34 .00 522.69 40.13 4.85 1560.53 1152.34 39016.000 127.00 .00 .00 506.34 10000.00 523.62 .00 524.00 34.38 5.04 2086.04 1705.37 39016.000 127.00 .00 .00 506.34 11200.00 524.20 .00 524.57 30.25 5.03 2363.91 2036.23 39016.000 127.00 .00 .00 506.34 14200.00 525.74 .00 526.05 20.25 4.73 3382.89 3155.65 39403. D00 367.00 .00 .00 507.50 7300.00 523.92 .00 524.12 37.84 3.66 2026.05 1186.75 39903.000 387.00 .00 .00 507.50 10000.00 524.96 .00 525.16 30.05 3.63 2860.86 1824.26 39403.000 387.00 .00 .00 507.50 11200.00 525.40 .00 525.58 26.44 3.55 3287.27 2178.26 39403.000 387.00 .00 .00 507.50 14200.00 526.56 .00 526.71 17.89 3.23 4522.41 3357.20 39768.000 365.00 .00 .00 509.90 7300.00 524.78 .00 524.95 27.24 3.58 2262.66 1398.74 39768.000 365.00 .00 .00 509.90 10000.00 525.64 .00 525.81 24.08 3.64 3141.96 2037.85 39768.000 365.00 .00 .00 509.90 11200.00 525.99 .00 526.15 22.09 3.59 3630.97 2382.88 3976 B. 000 365.00 .00 .00 509.90 14200.00 526.96 .00 527.09 15.31 3.22 5134.41 3628.91 39900.000 132.00 .00 .00 511.30 7300.00 525.03 .00 525.27 21.46 - 4.50 2216.30 1575.96 39900.000 132.00 .00 .00 511.30 10000.00 525.86 .00 526.09 20.34 4.64 3060.63 2217.35 39900.000 132.00 .00 .00 511.30 11200.00 526.20 .00 526.42 19.38 463 3475.64 2593.97 39900.000 132.00 .00 .00 511.30 1 42 0 0 . 0 0 527.11 .00 527.28 15.14 4..33 4799.54 3698.90 40208.000 308.00 .00 .00 512.50 7300.00 525.60 .00 525.72 13.58 3.09 3032.52 2145.40 40208.000 308.00 .00 .00 512.50 10000.00 526.39 .00 526.52 11.45 3.32 4019.33 2954.69 40208.000 308.00 .00 .00 512.50 11200.00 526.70 .00 526.83 11.26 3.38 4469.36 3337.28 40208.000 30:.00 .DO .00 512.50 14200.00 527.49 .00 527.62 9.82 1.38 5819.83 4531.77 I 03JUL00 11:35:53 PAGE 98 SECNO KLCH ELTRD ELLC MAIN Q CWSEL CRIWS EG 10-KS VCH AREA -01K 40408.000 200.00 .00 .00 512.30 730D. 00 525.84 .00 525.93 10.72 2.48 3343.40 2229.53 40408.000 200.00 .00 .00 512.30 10000.00 526.63 .00 526.72 10.56 2.70 4425.89 3077.65 40408.000 200.00 .00 .00 512.30 11200.00 526.93 .00 527.03 30.40 2.77 4927.97 3473.66 40408.000 200.00 .00 .00 512.30 1420D. 00 527.69 .00 527.79 9.25 2.82 6267.97 4668.91 • 40635.000 227.00 .00 .00 512.50 5100.00 526.11 .00 526.36 41.38 4.15 1376.77 792.83 • 40635.000 227.00 .00 .00 512.50 7000.00 526.89 .00 527.14 38.49 4.38 1997.52 1128.23 • 90635.000 227.00 .00 .00 512.50 7900.00 527.20 .00 527.44 75.75 4.36 2345.66 1321.22 • 40675.000 227.00 .00 .00 512.50 9900.00 527.94 .00 528.12 25.90 3.99 3232.05 1945.17 90698.000 63.00 .00 .00 515.00 5100.00 526.41 .00 526.59 31.05 3.43 156686 915.23 40698.000 63.00 .00 .00 515.00 7000.00 527.17 .00 527.35 26.37 3.50 2369..65 1363.21 40698.000 63.00 .00 .00 515.00 7900.00 527.46 .00 527.63 24.46 3.49 2723.36 1597.36 40698.000 63.00 .00 .00 515.00 9900.00 528.12 .00 528.27 19.42 3.37 3556.67 2246.67 • 41138.000 440.00 .00 .00 518.20 5100.00 527.36 .00 527.42 12.74 2.02 2674.85 1928.73 • 41138.000 490.00 .00 .00 518.20 7000.00 527.98 .00 528.05 11.69 2.18 3535.86 2047.52 • 41138.000 940.00 .00 .00 518.20 7900.00 528.21 .00 528.28 11.62 2.26 3864 .4 8 2317.52 41138.000 440.00 .00 .00 518.20 9900.00 528.73 .00 528.81 10.99 2.38 4600.50 2986.67 • 41340.000 202.00 .00 .00 518.70 5300.00 527.52 .00 528.03 57.97 5.87 1011.91 669.82 • 41340.000 202.00 .00 .00 518.70 7000.00 528.12 .00 528.63 59.90 6.29 1524.75 909.92 • 41340.000 202.00 .00 .00 518.70 7900.00 528.37 .00 528.85 55.75 6.21 1810.71 7058.04 * 41390.000 202.00 .00 .00 518.70 9900.00 528.92 .00 529.30 45.57 5.90 2428.21 1466.61 • 41471.000 131.00 .00 .00 517.70 5100.00 528.42 528.92 529.02 106.17 7.22 1054.51 494.97 41471.000 171.00 _00 .00 517.70 7000.00 529.03 .00 529.42 74.45 6.36 1686.42 811.28 41471.000 131.00 .00 .00 517.70 7900.00 529.20 .00 529.58 73.94 6.42 3865.10 918.71 41471.000 131.00 .00 .00 517.70 9900.00 529.54 .00 52 9. 92 72.01 6.51 2235.71 1166.62 • 41703.000 232.00 .00 .00 518.60 5100.00 530.16 .00 530.25 25.33 2.50 2209.45 1013.39 • 41703.000 232.00 .00 .00 518.60 7000.00 530.52 .00 530.63 29.97 2.86 2599.96 1278.68 • 41703.000 232.00 .00 .00 518.60 7900.00 530.69 .00 530.82 30.70 2.96 2791.07 1425.73 ' 41703.000 232.00 .00 .00 518.60 9900.00 531.04 .00 531.19 32.57 3.19 3174.62 1734.64 9 42040 000 337 00 .00 .00 520.50 42040.000 337.00 .00 .00 520.50 42040.000 337.00 00 .00 520.50 42040.000 337.00 . .00 .00 520.50 42138.000 98.00 .00 .00 519.84 42138.000 98.00 .00 .00 519.84 42138.000 98.00 .00 .00 519.84 42138.000 98.00 .00 .00 519.84 • 42200.000 62.00 530.86 528.71 519.94 • 42200.000 62.00 530.86 528.71 519.94 • 42200.000 62.00 530.86 528.71 519.94 • 42200.000 62.00 530.86 528.71 539.94 1 03JUL00 11:35:53 SECNO XLCN ELTRD ELLC • ELMIN • 42280.000 80.00 .00 .00 520.70 • 42290.000 90.00 .00 .00 520.70 ' 42280.000 80.00 .00 .00 520.70 • 42280.000 80.00 .00 .00 520.70 • 44200.000 2030.00 .00 .00 524.90 ' 49200.000 2030.00 .00 .00 524.90 • 44200.000 2030.00 .00 .00 524.90 ' 44200.000 2030.00 .00 .00 524.90 45820.000 1620.00 .00 .00 531.80 45820.000 1620.00 .00 .00 531.80 45820.000 1620.00 .00 .00 531 .8 0 45820.000 1 62 0. 00 .00 .00 531 .8 0 47450.00 0 1630.00 .00 .00 532.10 • 47450.000 1630.00 .00 .00 532.10 • 47450.000 1630.00 .00 00 532.10 • 47450.000 1630.00 .00 . .00 532.10 47540.000 90.00 .00 .00 531.20 47540.000 90.00 .00 .00 531.20 47540.000 90.00 .00 .00 531.20 47540.000 9 0. 00 .00 .00 531.20 • 47640.000 100.00 .00 .00 530.70 • 97640.000 100.00 .00 .00 530.70 • 47640.000 100.00 .00 .00 530.70 • 47640.000 100.00 .00 .00 530.70 • 47670.000 30.00 541.70 540.40 530.70 • 47670.000 30.00 541.70 540.40 530.70 ' 47670.000 30.00 541.70 540.40 530.70 ' 47670.000 30.00 541.70 540.40 530.70 47720.000 50.00 .00 .00 531.00 47720.000 50.00 .00 .00 531.00 47720.000 5000 .00 .00 531.00 47720.000 50..00 .00 .00 531.00 • 48350.000 630.00 .00 .00 535.40 • 48350.000 630.00 .00 .00 535.40 • 48350.000 63 0 0_ 00 .00 .00 535.40 • 48350.000 630.00 .00 .00 535.40 1 03JUL00 11:35:53 GRAPEVINE CREEK 309REVE5 SUMMARY PRINTOUT TABLE 150 SEC31O Q CWSEL DIFWSP DIFNSX 27620.000 6700.00 492.50 .00 .00 27620.000 9400.00 994.68 2.18 .00 27620.000 10500.0o 495.60 .92 0 27620.000 13400.00 499.50 3.90 .00 30130.000 6700.00 500.67 .00 8.17 30130.000 9400.00 502.04 1.37 7.36 30130.000 10500.00 502.18 .15 6.58 • 30130.000 13400.00 501.72 -.46 2.22 30189.000 6700.00 500.74 .00 .07 30189.000 9400.00 502.02 1.28 -.02 30189.000 10500.00 502.14 .12 -.04 30189.000 13400.00 501.75 -.39 .03 • 30190.000 670000 500.65 .00 -.OB • 30190.000 9400..00 501.89 3.23 -.13 • 30190000 10500.00 501.97 .09 -.17 • 30190..000 13400.00 501.37 -.60 -.38 30200000 6700.00 50082 .00 17 30200.. 000 9400.00 502..18 1 . .36 .30 30200.000 10500.00 502.40 .21 .42 30200 .0 00 13400.00 503.20 .80 1.83 • 30201.000 6700.00 501.10 .00 .28 • 30201.000 9400.00 502.64 1.54 .46 • 30201.000 10500.00 502.98 .34 .59 • 30201.000 13400.00 504.18 1.19 .9B 30250000 670000 50155 .00 .45 30250..000 9400..00 503..97 1.92 .83 30250.000 10500.00 504.02 .55 1.04 • 30250.000 13400.00 505.77 1.75 1.59 31310.000 6700.00 503.64 00 2.09 31310.000 9900.00 505.56 1..91 2.08 31310.000 10500.00 506.15 .60 2.13 31310.000 13400.00 507.67 1.52 1.90 31480.000 6700.00 503.99 .00 .35 31480.000 9400.00 505.78 3.78 .22 • 31480.000 10500.00 506.44 .66 .28 510000 7000.. 00 7900.00 9900.00 5100.00 7000.00 7900.00 9900.00 510000 7000..00 7900.00 9900.00 Q 5100.00 7000.00 7900.00 9900.00 5100.00 7000.00 7900.00 9900.00 510000 7000..00 7900.00 9900.00 5100.00 7000.00 7900.00 9900.00 Sloo. 00 7000.00 7900.00 9900.00 5100.00 7000.00 7900.00 9900.00 510000 7000.. 00 7900.00 9900.00 5100.00 7000.00 7900.00 9900. Do 5100.00 7000.00 7900.00 9900.00 DI FKNS 00 00 00 00 00 00 .00 00 00 .00 00 00 .00 00 00 .00 00 00 .00 00 00 .00 00 00 .00 00 00 00 00 00 00 00 00 00 .00 530.79 .00 530.90 23.26 3.33 2100.64 1057.58 531.20 .00 531.34 24.44 3.60 2617.83 1415.82 531.38 .00 531.52 24.70 3.70 2845.56 1589.41 531.76 .00 531.91 24.80 3.88 3331.84 1988.06 530.94 .00 531.14 20.98 4.87 2076.00 1113.40 531.39 .00 531.56 19.65 4.94 2800.69 1579.10 531.57 .OD 531.74 19.14 4.97 3119.22 1805.68 531.95 .00 532.12 18.05 5.01 3802.41 2330.43 530.91 .00 531.29 36.50 6.32 1878.09 844.17 531.26 .00 531.66 40.88 6.96 2428.48 1094.87 533.52 .00 531.86 36.45 6.75 2855.74 1308.45 532.00 .00 532.28 30.64 6.50 1719.58 1788.60 PAGE 99 CWSEL CRIWS EG 10-KS VCR AREA .01K 531.37 .00 531.40 4.11 3.04 4470.91 2514.97 531.74 .00 531.79 5.53 3.61 5182.85 2976.80 531.94 .00 531.99 5.95 3.80 5567.79 3239.79 532.35 .00 532.40 6.69 4.13 6388.60 3828.31 532.77 .00 533.19 44.26 7.12 1467.07 766.62 533.46 .00 533.78 35.59 6.87 2406.42 1173.41 533.72 .00 53401 33.06 6.79 2814.83 1373.90 534.22 .00 534..47 29.33 6.70 3647.83 1827.97 538.56 .00 538.79 36.79 6.71 1736.52 840.81 538.90 .00 539.18 45.74 7.75 2162.15 1035.06 539.03 .00 539.34 49.56 8.17 2343.18 1122.18 539.30 .00 539.65 56.01 8.92 2735.30 1322.83 542.55 .00 542.75 23.51 6.47 2006.48 1051.72 543.18 .00 543.37 22.36 6.61 2790.47 1980.34 543.43 .00 543.61 22.05 6.68 3126.70 1682.37 543.91 .00 544.08 21.84 6.87 3800.93 2118.61 542.45 542.2.68 .9 . 780. 543.21 .D92 543.14 40 543.61 29.57 6 7 . 3 59 2591 1395.35 67 1287.20 68 543.49 .00 543.83 26.08 6.29 3125.20 1546.81 543.99 .00 544.26 22.43 6.07 4101.32 2090.23 543.25 .00 543.35 7.99 3.55 3612.21 1809.93 543.69 .00 543.79 9.01 3.91 4491.36 2331.99 543.89 .00 543.99 9.27 4.03 4900.25 2595.08 544.31 .00 544.41 9.51 4.21 5793.36 3209.76 545. . 99 00 546.00 .63 1.21 9541. 62 641374 547.78 .00 547.78 .41 1.08 1 3555. 10911.69 548.55 .00 548.56 .36 1.05 15294.88 13375..94 550.30 .00 550.30 .27 .99 19223.96 18935.63 54S.99 .00 546.00 ..8..13 547.78 .00 597.79 .98 78 1 1. 32 8 15 1287569.98 07 577010067.21 548.55 .00 548.56 .42 1.11 14609.52 12259.62 550.30 .00 550.30 .31 3.03 18538.10 17866.42 54604 .00 546.08 2.49 2.15 4179.47 322890 547..80 .00 547.83 1.48 3.88 7140.24 5761.69 548.57 .00 548.60 1.20 1.78 8564.38 7197..25 550.31 .00 550.33 .79 1.60 11856.01 11112.16 PAGE 100 TOPWID X1174 232.51 .00 481.38 .00 590.55 .00 727.23 .00 155.09 2510.00 233.99 2510.00 242.29 2510.00 222.30 2510.00 93.92 59.00 97.87 59.00 98.13 59.00 97.06 59.00 Z 66 1.00 48 1.00 90.75 1.00 88.90 1.00 87.20 10.00 91.12 10.00 91.46 10.00 92.73 10.00 95.05 3.00 99.19 1.00 99.89 1.00 102.90 1.00 205.24 49.00 307.04 49.00 337.50 49.00 439.15 49.00 193.59 106000 382.20 1060..00 419.11 1060 .0 0 542.50 1060.00 105.44 170.00 111.72 170.00 11 8.84 1 70.00 z 31480.000 13400.00 507.54 1.10 -.14 .00 119.32 170.00 1 03JUL00 11:35:53 SECNO Q CNSEL DIPWSP DIFWSX DIPMS TOPWID XLCH 31500.000 6700.00 504.06 .DO .06 .00 105.68 20.00 31500.000 9400.00 505.86 1.80 .09 .00 112.33 20.00 31500.000 10500.00 506 .6 0 .74 .16 .00 118.91 20.00 3150 0. 000 13400.00 507.80 1.20 .26 .00 119.43 20.00 31550.000 6700.00 SD4.34 .00 .28 _00 200.98 50.00 31550.000 9400.00 506.47 2.12 .60 .00 411.79 50.00 • 31550.000 10500.00 507.48 I.01 .88 .00 513.93 50.00 • 31550.000 13400.00 509.95 1.97 1.65 .00 606.40 50.00 • 31750.000 6700.00 504.83 .00 .49 .00 221.15 200.00 ' 31750.000 9400.00 506.86 2.03 .40 .00 236.37 200.00 ' 31750.000 10500.00 507.79 .92 .31 .00 • 243.25 200.00 • 31750.000 13400.00 509.62 1.84 .17 .00 256.85 200.00 32740.000 6700.00 505.26 .00 .43 .00 225.02 990.00 32790.000 9400.00 507.34 2.08 .47 .00 242.47 990.00 32740.000 10500.00 508.16 .92 .47 .00 250.16 990.00 32740.000 13400.00 510.12 1.87 .50 .00 265.78 990.00 34045.000 6700 00 506.15 .00 .89 .00 143.88 1305.00 34045.000 9400.00 SOB.23 1.08 .89 .00 257.80 1305.00 34045.000 30500.00 509.11 .BB .85 .00 263.71 1305.00 34045.000 13400.00 510.97 1.86 .85 .00 276.19 1305.00 • 34330.000 6700.00 506.41 .00 .26 .00 235.60 285.00 ' 34330.000 9400.00 508.44 2.03 .21 .00 251.00 285.00 ' 34330.000 10500.00 509.30 .86 .19 .00 257.60 285.00 34330.000 13400.00 511.14 1.84 .17 .00 271.68 285.00 34870.000 6700.00 507.91 .00 1.50 .DO 237.49 540.00 34870.000 9400.00 509.56 1.65 1.32 .00 299.12 540.00 34870.000 10500.00 530.28 .72 .98 .00 254.20 540.00 34870.000 13400.00 511.95 1.67 .81 .00 265.98 540. D0 35450.000 6700.00 509.46 .00 3.55 .00 225.92 580.00 35450.000 9400.00 510.92 3.96 1.36 .00 234.79 580.00 35450.000 10500.00 511.53 .61 1.25 .00 238.52 580.00 35450.000 13400.00 513.12 1.59 1.16 .00 284.60 580.00 35570.000 6700.00 509.74 .DO .28 .00 227.65 120.00 35570.000 9400.00 511.20 1.46 .19 .00 236.48 120.00 15570.000 10500.00 511.81 .60 .28 .00 240.15 120.00 35570.000 13400.00 513.41 1.61 .29 .00 288.82 120.00 ' 35770.000 7300.00 510.09 .OD .35 .00 223.70 200.00 • 35770.000 1OD00. 00 511.52 1.43 .32 .00 234.91 200.00 • 35770.000 1120000 512.10 .58 30 .00 239.48 200.00 35770.000 14200..00 513.69 1.59 . .28 .00 251.95 200.00 1 O3JUL00 11:35:51 SECNO Q CWSEL DIPWSP DIFWSX DIPXWS TOPWID XLCH • 35970.000 7300.00 511.03 .00 .94 .00 227.00 200.00 • 35970.000 10000.00 511.41 1.39 .90 .00 235.33 200.00 • 35970000 13300.00 512.99 .57 .89 .00 238.73 200.00 • 35970..000 14200.00 514.47 1.48 .78 .0D 247.62 200.00 • 36070.000 7300.00 511.02 .00 -.02 .00 165.58 100.00 • 36070.000 10000.00 512.37 1.35 -.05 .00 173.70 100.00 • 36070.000 13200.00 512.92 .55 -.07 .00 177.03 100.00 • 36070.000 14200.00 514.37 1.45 -.10 .00 385.70 100.00 36360.000 7300.00 511.60 .00 .59 .00 165.60 290.00 36360.000 10000.00 513.01 1.41 .64 .00 174.03 290.00 36360.000 11200.00 513.59 .57 .67 .00 1 7 7 .47 290.00 36360.000 14200.00 $15.03 1.44 .66 .00 186.13 290.00 38210.000 7300.00 511.36 .DO -.44 .00 100.14 40.00 38220.000 10000.00 512.37 1.21 -.64 .00 100.17 40.00 38220.000 11200.00 512.84 .47 -.74 .00 100.18 40.00 38220.000 14200.00 514.06 1.22 -.97 .00 100.20 40.00 38232.000 7300.00 511.18 .00 .02 .00 100.. ]8232.000 10000.00 511.39 1.71 .02 .00 100.17 14 12 12.00 00 38232.000 11200.00 512.87 .4B .03 .00 100.18 12. 38232.000 14200.00 514.09 .03 .00 100.20 12.00 00 • 38235.000 7300.00 515.99 .00 4.81 .00 110.05 3.00 • 38235.000 10000.00 517.27 1.28 4.88 .00 110.07 3.00 • 38235.000 11200.00 517.79 .52 4.92 .00 110.07 3.00 • 38235.000 14200.00 519.05 1.26 4.96 .00 116.52 3.00 • 38255.000 7300.00 518.21 .00 2.22 .00 143.15 20.00 • 38255.000 10000.00 520.16 1.95 2.89 .00 148.99 20.00 • 38255.000 11200.00 520.97 .81 3.18 .00 150.00 20.00 38255.000 14200.00 522.83 1.86 3.78 .00 150.00 20.00 38315.000 7300.00 519.03 .00 .82 .00 217.76 60.00 38315.000 10000.00 511.11 2.07 .95 .00 253.55 60.00 38315.000 11200.00 521.96 .86 1.00 .00 260.00 60.00 • 38315.000 14200.00 523.95 1.99 1.12 .00 260.00 60.00 • 38380.000 7300.00 518.94 .00 -.30 .00 214.07 65.00 • 38380.000 10000.00 521.00 2.06 -.11 .00 228.04 65.00 ' 38380.000 11200.00 521.84 .84 -.13 .00 233.77 65.00 38380.000 14200.00 523.80 1.96 -.15 .00 247.12 65.00 38420.000 7300.00 519.03 .00 .09 .00 213.96 90.00 38920.000 30000.00 521.05 2.03 .06 .00 227.73 40.00 38920.000 11200.00 521.89 .84 .05 .00 233.42 40.00 38420 -000 14200.00 523.84 1.96 .04 .00 246.71 40.00 1 03JUL00 11:35:53 SECNO Q CWSEL DIPWSP DIFWSX DIFXWS TOPWID XLCH PAGE 101 PAGE 102 PAGE 103 38500.000 7300.00 519.67 .00 .65 .00 216.31 80.00 38500.000 10000.00 521.33 1.66 .28 .00 227.59 80.00 38500.000 11200.00 522.11 .78 .22 .00 232.92 80.00 38500.000 14200.00 523.98 1.87 .34 .00 245.65 80.00 78580.000 7300.00 52D.12 .00 .45 .00 216.62 80.00 38580.000 10000.00 521.61 1.49 .27 .00 226.78 .0.00 38580.000 11200.00 522.32 .72 .22 .OD 231.69 80.00 38580.000 14200.00 524.11 1.79 .13 .00 243.77 80.00 38620.000 7300.00 520.18 .00 .07 .00 216.40 40.00 38620.000 10000.00 521.67 1.49 .07 .00 226.50 40.00 38620.000 11200.00 522.39 .72 .06 -00 231.36 40.00 38620.000 14200.00 524.16 1.78 .05 .00 243.44 40.00 38670.000 7300.00 520.53 .00 .34 .00 222.37 50.00 38670.000 10000 -00 521.97 1.45 .30 .00 267.D9 50.00 38670.000 13200.00 522.69 .72 .31 .00 289.]9 50.00 38670.000 14200.00 524.55 1.85 .38 .00 381.11 50.00 38889.000 7300.00 521.64 .00 1.12 .00 393.73 219.00 38889.000 10000.00 523.17 1.53 1.20 .00 476.70 219.00 30889.000 11200.00 523.84 -66 1.14 .00 479.36 239.00 38889.000 14200.00 525.48 1.64 .93 .00 539.88 219.00 39016 .000 7300. 522.34 .00 .70 . 358.67 127.00 00 39 1 06.000 10000.00 5 00 23.62 1.28 -45 .00 4 00 57.. 12761 39016.000 31200.00 524.20 .58 .37 -OD 517.61 127.00 39016.000 14200.00 525.74 1.54 .27 .00 746.75 127.00 39403.000 7300.00 523.92 .00 1.58 .00 578.50 387.00 39403.000 10000.00 524.96 1.04 1.34 .00 940.15 387.00 39403.000 11200.00 525.40 .44 1.19 .00 1002.75 387.00 39403.000 14200.00 526.56 1.16 .B1 -00 1091.57 387.00 39768.000 7100.00 524.78 .00 .86 .00 873.05 365.00 39768.000 10000.00 525.64 -85 .6B .00 1271.18 165.00 3976 8. 000 11200.00 525.99 -36 -59 .00 1480.19 765.00 39768.000 14200.00 526.96 .97 .40 .00 1627.77 365.00 39900.000 7100.00 525.07 .00 .25 .00 BB8.81 132.00 39900.000 10000.00 525.86 .83 .2l .00 1140.15 132.00 39900.000 11200.00 526.20 -34 .21 . 00 1306.24 132.00 39900.000 14200.00 527.11 .93 .15 .00 1596.36 132.00 40208.000 7]00.00 525.60 .00 .56 .00 1125.78 308.00 40208.000 10000.00 526.39 .79 .52 .00 1387.26 308.00 40208.000 11200.00 526.70 .31 .50 .00 1508 -39 308.00 40208.000 14200.00 527.49 .79 .38 .00 1758.28 308.00 1 03JULOO 11:35:53 SECNO 0 CWSEL DIFWSP DIFWSX DIPBWS TOFWID XLCH 40408.000 7300.00 525.89 .00 .25 .00 1177.39 200.00 40408.000 10000.00 526.67 .78 .24 .00 1573.95 200.00 40408.000 11200.00 526.93 .31 .23 .00 1735.66 200.00 40408.000 14200.00 527.69 .76 .20 .00 1780.05 200.00 • 40635.000 5100.00 526.11 .00 .27 .00 519.44 227.00 • 40635.000 7000.00 526.89 .78 .27 .00 1075.29 227.00 • 40635.000 7900.00 527.20 .11 .27 .00 1165.35 227.00 • 40675.000 9900.00 527.94 .74 .25 .00 11 9 8. 3 5 227.00 40698.000 5100.00 526.41 .00 .29 .00 771.06 63.00 40698.000 7000.00 527.17 .77 .28 .00 1225.65 63.00 90698.000 7900.00 527.46 .29 .26 .00 3241.42 63.00 40698.000 9900.00 528.12 .66 .18 .00 1271.56 63.00 • 41118.000 5100.00 527.36 .00 .95 .00 1364.28 440.00 • 41138.000 7000.00 527.98 .62 .80 .00 1405.00 440.00 • 41138.000 7900.00 528.21 .23 .75 -00 1409.13 440.00 41138.000 9900.00 528.73 .52 .61 .00 1415.65 440.00 • 41340000 510000 52752 . 00 . 17 .00 639. 202.00 • 41340..000 7000..00 528.. 12 .59 .14 . 00 1123.02.00 2 25 • 41390.000 7900.00 528.37 .25 .16 .00 1125.17 202.00 • 41340.000 9900.00 528.92 .55 .19 .00 1129.83 202.00 • 41471.000 5100.00 528.42 .00 .89 .00 1024.05 131.00 41471.000 7000.00 529.03 .62 .92 .00 1075.11 1]1.00 41471.000 7900.00 52920 . 16 .82 .00 1083.80 131.00 41471.000 9900.00 529.. 54 .34 .62 .00 1101.61 131.00 • 41103.000 5100.00 530.16 .00 1.75 .00 1086.22 232.00 • 41703.000 7000.00 530.52 .35 1.48 .00 1102.37 232.00 • 91703.000 7900.00 530.69 .17 1.49 .00 1110.49 372.00 • 4]703.000 9900.00 531.04 .35 1.50 .00 1126.20 232.00 42040.000 510000 53079 . 00 . 62 .00 1192.82 337.00 42040.000 7000..00 571.. 20 .42 .69 . 00 126976 337.00 42040.000 7900.00 571.38 .18 -70 .00 1287..74 337.00 42040.000 9900.00 531.76 .37 .72 .00 1325.34 ]37.00 421]8.000 5100.00 530.94 .00 .16 .00 1530.07 98.00 42138.000 7000.00 531.39 -44 .18 .00 1704.56 98.00 {2178.000 7900.00 531.57 .18 .19 .00 1749.35 98.00 42178.000 9900.00 531.95 -38 .20 .00 1843.73 98.00 • 42200.000 5100.00 530.91 .00 -.03 -00 1987.73 62.00 • 42200.000 7000.00 531.26 .34 -.13 .00 1650.69 62.00 • 92200.000 7900.00 531.52 .26 -.OS .00 1712.39 62.00 • 42200.000 9900.00 532.00 .48 .05 .00 1830.78 62.00 I 03JUL00 11:35:53 SECNO Q CWSEL DIFWSP DIFWSX DIPXWS TOPWID XLOi • 42280.000 5100.00 531.37 .00 .45 .00 1846.05 8000 • 42280.000 7000.00 531.74 .38 .49 .00 1930.04 80..00 • 42280.000 7900.00 531.99 .20 .42 .00 1973.97 80.00 • 42280.000 9900.00 532.35 .41 .35 .00 2064.51 80.00 • 44200.000 5100 -00 532 -77 .00 1.40 .00 1249.98 2030.00 PAGE 104 PAGE 105 ' 94200.000 7000,00 533.46 .70 1.72 . . 00 152420 2030.00 • 44200.000 7900.00 533.72 .26 1,78 .00 1593.73 2030.00 • 44200.000 9900.00 534.22 .50 1.87 .00 1781.52 2030.00 45820.000 5100.00 538.56 .00 5.79 .00 1147.65 1620.00 45820.000 7000.00 . 53890 .34 5.43 .00 3361.67 1620.00 45820.000 7900.00 539.03 .13 5.31 .00 1399.91 1620.00 45820. 000 9900.00 539.30 .27 5.08 .00 1475.20 1620.00 47450.000 5100. 00 542.55 . 00 3.99 .00 1121.37 1630.00 • 97950.000 7000,00 543.18 ,64 4.29 .00 1316.46 1630.00 • 47950.000 7900.00 543,43 .25 4.40 .00 1372.73 1630.00 • 47450.000 9900.00 543.91 .47 4.61 .00 1480.89 1630.00 47540.000 5100.00 542.45 .00 -.10 .00 1445.31 90.00 47540,000 7000,00 543.21 .76 .03 .00 1790.55 90.00 47540.000 790 0. 00 543.49 ,28 ,06 ,00 1912,44 90.00 47540.000 990 0. 00 543,99 .50 .08 .00 2005.89 90.00 • 47640.000 5100.00 513.35 .00 .80 .00 3959.98 100.00 • 97640.000 7000.00 543.69 .44 .48 .00 2043.17 100.00 • 47640.000 7900.00 543.89 .20 .40 .0 O 2084.16 100.00 • 47640.000 9900.00 544.31 .42 .32 .00 2168.12 100.00 • 47670.000 5100,00 545.99 .00 2.74 .00 2250.00 30.00 • 47670.000 7000.00 597,78 1.79 4,09 .00 2250.00 30.00 • 47670.000 7900.00 54 B. 55 .77 4.66 .00 2250.00 30.00 • 47670.000 9900.00 550.30 1.75 5.99 .00 2250.00 30.00. 47720.000 5100.00 545.99 .00 .00 .00 2250.00 50.00 47720.000 7000,00 547,78 1.78 ,00 .00 2250.00 50.00 47720.000 7900.00 548.55 .77 .00 .00 2250.00 50.00 47720.000 9900.00 550.30 1.75 .00 .00 2250.00 50.00 • 5100,00 546.04 .00 . . 04 00 1448.60 630.00 4 48350,000 • 8350.000 7000.00 547.80 1.77 .03 .00 1834.69 63000 • 48350.000 7900.00 548.57 ,77 .02 ,00 1864.31 630..00 • 48350.000 9900.00 550.31 1,74 .02 .00 1900.00 630.00 1 03JUL00 11:35:53 SUMMARY OF ERRORS AND SPECIAL NOTES PAGE 106 WARNING SECNO- 30130.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 30190.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 3019 I0.000 PROFLE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROP LE = 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201,.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 30201.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 30250.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31480.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 31480.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31550.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 31550.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 31750.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31750000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31750..000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 31750.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEINO= 34330,000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 34330.000 PROPILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34330.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 35770.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARN ING SECNO= 35770.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 35770.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 35970.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 35970.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO 35 35970.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SE.: 35970.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 36070.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 36070.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 36070.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 36070.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO = 38235.000 PROFILE. 1 CRITICAL DEPTH ASSUMED CAUTION SECNO. 38235.000 PROFILE. I PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO. 38235.000 PROPI LE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO. 38235.000 PROFILE. 2 CRITICAL. DEPTH ASSUMED CAUTION SECNO- 38235.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38235.000 PROFILE. 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO. 38235.000 PROFILE. 3 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38235.000 PROFILE. 3 PROBABLE MINIMUM SPECIFIC ENERGY 1 030ULOO 11:35:53 CAUTION SECNO- 38235.000 PROFILB. 3 20 TRIALS ATTEMPTED TO BALANCE WSEL PAGE 107 CAUTION SECNO- 38235.000 PROFILE- 4 CRITICAL DEPTH ASSUMED CAUTION SECNO. 38235.000 PROFILE. 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38235.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 38255.000 PROFILE. 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO. 38255.00D PROF LE 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO. 38255.000 PROFILE. 3 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO- 38315.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 38380.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECHO. 30380000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 38380..000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO = 40635.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 40635.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 40635.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 40635.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41138.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41138.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41138.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41340.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41340.000 PROF IIE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41340.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41340.000 PROFILE- 4 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 41471.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 41471.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY WARNING SECNO- 41703.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41703.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41703.000 PROFILE - 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41703.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- .42200.000 PROFILE- 1 WSEL ASSUMED BASED ON MIN DIFF CAUTION SECNO- 42200.000 PROPI LE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 42200.000 PROFILE- 2 HYDRAULIC JUMP D.S. WARNING SECNO- 42200.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SSCHO- 42200.000 PROFILE- 3 HYDRAULIC JUMP D.S. CAUTION SECNO- 42200.000 PROFILE- 4 HYDRAULIC JUMP D.S. WARNING SECNO- 42280.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42280.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42280.000 PROPI LB- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42280.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200..000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE- 3 CONVEYANCE CHAFE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 03JULOO 11:35:53 PAGE 108 WARNING SECNO- 47450.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47450. "o PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47450.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47690.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47670.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECHO- 47670.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47670.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECHO- 47670.000 PROFILE- 4 HYDRAULIC JUMP D.S. WARNING SECNO- 47670.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SE 0- 48350.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 48350.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGfi WARNING SECNO- 48350.000 PROFILE= 3 CONVEYANCE CHANGE OUTSI D6 ACCEPTABLE RANGE WARNING SECNO- 48350.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS Appendix E Corrected Effective Floodway HEC -2 Model 309REVFW.DAT 1 ........................................... 1.6 1400 1300 •• HEC -2 WATER SURFACE PROFILES 491.5 1700 1800 493.0 • Version 4.6.2; May 1991 1970 2000 495.2 2026 • RUN DATE IOJUL00 TIME 14:29:38 -0.1 2900 1800 506.3 1900 2180 484.5 X X XXXXXXX XXXXX 2400 2800 513.1 2900 1300 X x x X x 513.7 1900 2138 503.9 2153 X x x x 2207 486.8 2208 XXXXXXX XXXX X 2248 2263 513.7 2400 2800 X x x X 515.8 1400 1800 513.7 1900 X x x x x 2166 510.4 2166 210 510.4 X X XXXXXXX xXXxx 2195 1 986.8 2208 2222 494.5 2234 2248 510.4 2248 IOJULOO 14:29:38 2263 2700 514..7 2800 ...... ......................... +..... HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1993 T3 GRAPEVINE CREEK, COPPELLLIRVING,DALLAS COUNTY,TX PIS 100 YEAR DISCHARGE T2 CORRECTED EFFECTIVE FLOODWAY No EL T3 GRAPEVINE CREEK 309REVFW.DAT BY Halff, JUNE 2000 C J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 9 J2 NPROP IPLOT PRFVS XSECV XSECH FN ALLDC IBW 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 110 200 QT 6 6700 9400 10500 13400 11300 10500 NC .065 .070 .045 .1 .3 ET 4.4 '• +••NOTE:SB CARD WEIR COEFF. CHG TO -2.5 TO MATCH PIS •• + +• STARTING WSEL FROM K1NLEY HORN PIS UPDATE MAY 1990 X1 27620 32 1926 1992 50 50 50 OR 509.5 1000 506.7 1100 503.0 1200 498.8 OR 495.1 1422 492.3 1443 491.4 1500 489.0 OR 491.6 1713 492.2 1731 492.0 1746 493.3 GR 493.2 1926 476.6 1955 474.6 1960 473.9 OR 477.7 1978 479.3 1988 487.4 1992 489.2 GR 499.1 2100 499.0 2200 502.2 2300 504.8 GR 506.8 2600 508.4 2700 NC .065 .065 .045 .1 .3 PROFILE SECTION T - SURVEY SECTION 19 X1 30130 20 2180 2222 1600 2000 2510 GR 512.8 1500 513.0 1600 512.1 1700 510.0 GR 501.8 2000 500.8 2066 495.7 2100 492.4 OR 483.8 2207 484.8 2212 502.0 2222 504.4 OR 510.9 2500 511.4 2600 512.2 2700 512.5 NC 3 .5 ET 90.2 X1 30189 42 2138 2263 59 59 59 GR 517.3 1000 516.9 1100 516.5 1200 516.2 GR 515.3 1500 515.0 1600 519.6 1700 514.2 OR 513.4 2000 513.2 2100 513.3 2138 510.2 OR 502.0 2154 494.3 2166 494.1 2167 492.5 OR 491.5 2181 487.2 2194 487.2 2195 486.8 1 10JUL00 14:29:38 GR 487.1 2221 487.1 2222 494.5 2234 494.5 OR 500.2 2249 507.2 2260 510.4 2263 5134 GR 514.0 2500 514.4 2600 514.5 270D 514..7 GR 515.4 3000 515.6 3100 ET 90.21 PROFILE SECTION U - SURVEY SECTION 20 ST. LOUIS-SOUTHWESTERN R.R. X1 30190 58 2138 2263 1 1 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 GR 517.3 1000 5169 1100 516.5 1200 516.2 GR 515.3 1500 515..0 1600 514.6 1700 514.2 GR 513.4 2000 513.2 2100 513.3 2138 510.2 GR 510.4 2153 510.4 2154 502.0 2154 494.1 OR 510.4 2167 494.1 2167 492.5 2173 491.5 GR 510.4 2181 491.5 2181 487.2 2194 510.4 GR 487.2 2195 486.8 2207 510.4 2207 510.4 OR 487.1 2221 510.4 2221 510.4 2222 487.1 GR 510.4 2234 510.4 2235 494.5 2235 500.2 GR 510.4 2249 500.2 2249 507.2 2260 510.4 GR 513.7 2900 514.0 2500 514.4 2600 514.5 GR 515.3 2900 515.4 3000 515.6 3100 ET 90.21 X1 30200 30 10 10 X2 1 ET 90.2 X1 30201 42 2138 2263 1 1 I GR 517.3 1000 516.9 1100 516.5 1200 516.2 GR 515.3 1500 515.0 1600 519.6 1700 514.2 GR 513.4 2000 513.2 2100 533.3 2138 510.2 GR 502.0 2154 494.1 2166 494.1 2167 492.5 OR 491.5 2181 487.2 2194 487.2 2195 486.8 GR 487.1 2221 487.1 2222 4945 2234 494.5 GR 500.2 2249 507.2 2260 510..4 2263 513.4 GR 514.0 2500 514.4 2600 514.5 2700 514.7 OR 515.4 3000 515.6 3100 NC .1 .3 ET 8.1 X1 30250 20 2180 2222 49 49 49 OR 512.8 1500 513.0 1600 512.1 1700 5100 GR 501.8 2000 500.8 2066 495.7 2100 492..4 GR 483.8 2207 484.8 2212 502.0 2222 504.4 OR 510.9 2500 511.4 2600 512.2 2700 512.5 ET 8.1 X1 31310 19 1863 1920 750 500 1060 OR 515.3 1000 515.3 1100 512.0 1200 507.5 • • ARMY • CORPS • OP • ENGINEERS ....... • HYDROLOGIC ENGINEERING CENTER • 609 SECOND STREET, SUITE D ' DAVIS, CALIFORNIA 95616 -4687 • (916) 756 -1104 + ....................................... xxxxx x x X Xx1GSX XXXXX X X xxxxxxx PAGE 1 THIS RUN EXECUTED IDJUL00 14:29:38 WSEL FQ 495.60 CHNIM ITRACE 1300 1.6 1400 1300 497.0 1400 1600 491.5 1700 1800 493.0 1900 1965 474.4 1970 2000 495.2 2026 2400 506.2 2500 2800 -0.1 2900 1800 506.3 1900 2180 484.5 2200 2300 507.1 2400 2800 513.1 2900 1300 515.8 1400 1800 513.7 1900 2138 503.9 2153 2173 491.5 2180 2207 486.8 2208 PAGE 2 2235 500.2 2248 2263 513.7 2400 2800 515.1 2900 1300 515.8 1400 1800 513.7 1900 2138 503.9 2153 2166 510.4 2166 210 510.4 2180 21:4 510 .4 2195 2208 986.8 2208 2222 494.5 2234 2248 510.4 2248 2263 5134 2263 2700 514..7 2800 1300 515.8 1400 1000 513.7 1900 2138 503.9 2153 2173 491.5 2180 2207 486.8 2208 2235 500.2 2248 2263 5137 2400 2800 515..1 2900 2067 2222 1800 506.3 1900 2180 484.5 2200 2300 507.1 2400 2800 513.1 2900 1734 1920 0.4 1400 506.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.3 3800 491.1 1863 GR 488.2 1869 488.3 1816 509.6 1920 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 536.8 2500 1 l OJUL00 14:29:38 PAGE 3 ET 8.1 1000 2700 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. X1 31480 33 1795 1915 170 170 170 BT 2 1795 509.1 506.1 1915 509.1 506.1 GR 517.3 1000 516.7 1100 515.3 1200 512.9 1300 510.3 1400 GR 508.5 1500 508.1 1600 508.4 1700 509.1 1795 504.5 1797 GR 495.2 1816 491.3 1826 506.1 1826 506.1 1829 493.3 1829.1 GR 988.7 1845 988.0 1849 491.1 1884 506.1 1884 506.3 1887 OR 491.1 1887 499.6 3889 505.6 1913 505.9 1915 509.1 1915 GR 531.1 2000 513.1 2100 514.9 2200 516.1 2300 516.6 2400 GR 517.1 2500 517.1 2600 516.8 2700 ET 8.1 1000 2700 X1 31500 20 20 20 X2 I ET 8.1 1666 1920 X1 31550 19 1863 1920 50 50 SO GR 515.3 1000 515.3 1100 512.0 1200 507.5 3400 506.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GR 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC -065 .06 .045 .1 .3 ET 8.1 1000 1268 HALFF ASSOC. SURV. SECN. AA X1 31750 10 1000 1268 180 220 200 GR 509.6 1000 492.74 1071 492.34 1150 490.54 1158 490.74 1173 GR 489.94 1189 488.64 1192 489.34 1196 493.04 1203 513.06 1268 ET e.l 3000 1293.5 HALFF ASSOC. SURV. SEAN. BB X1 32740 13 1000 1293.5 990 990 990 OR 511.47 1000 495.57 1067 493.77 1089 493.57 1106 495.77 3117 GR 493.27 1128 493.07 1132 493.17 1137 494.37 1157 493.67 1203 GR 510.37 1272.5 511.17 1286.5 512.67 1293.5 ET 8.1 1000 1351 RALFF ASSOC. SURV. SECN. CC X1 34045 19 1000 1351 1305 1305 1305 OR 518.5 1000 499.9 1069 499.3 1081 498.3 1093 499.3 1101 OR 499.3 1128 497.6 1142 493.1 1162 996.1 1182 499.5 1197 OR 499.6 1207 497.7 1216 495 1226 497.8 1237 498.9 1244 GR 498.9 1268 512.93 1310 513.73 1324 516.53 1351 ET 8.1 1000 1334 HALFF ASSOC. SURV. SECN. DD X1 34330 16 1000 1334 285 285 285 GR 518.23 1000 502.47 1065 499.17 1092 498 -67 1097 498.87 1117 OR 499.47 1123 500.57 1133 499.17 1176 498.07 1187 499.17 1194 GR 500.37 1202 502.27 1225 502.57 1271 514.63 1313 515.53 1326 GR 517.83 1334 1 10JUL00 14:29:38 PAGE 4 ET 8.1 1000 1332 HALFF ASSOC. SURV. SECN. EE X1 34870 10 1000 1332 540 540 540 GR 519.25 1000 501.96 1066 502.36 1144 501.76 1148 501.26 1158 GR 501.76 1166 502.76 1175 502.06 1262 518.85 1316 520.25 1332 ET 8.1 1000 1302 HALFF ASSOC. SURV. SECN. FF MOVED 120' D.S. TO FACE FREEPORT PKWY X1 35450 13 1002. 1302 580 5B0 580 ST 2 1000 521.5 515.8 1302 520.3 514.1 OR 521.5 1000 515.8 1000 514.2 1002 513.1 1029 505.6 1049 GR 503.1 1075 500.9 1150 505.3 1225 509.8 1249 512.1 1271 GR 512.8 1300 5 14 . 1 1302 520.3 1302 ET 8.1 1000 1302 HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY X1 35570 120 120 120 X2 I OT 6 7300 10000 11200 14200 17000 11200 ET 8.1 1000 1316 X1 35770 14 1000 1316 200 200 200 0.8 GR 520.11 1000 505.81 1057 504.01 1083 501.71 1091 499.01 1100 GR 502.11 110E 504.71 1114 504.31 1159 503.71 1168 503.61 1174 GR 503.41 1189 504.71 1204 507.01 1258 522.01 1316 ET 8.1 1000 1264.9 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NATURAL CHANNEL)- - --APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL XI 35970 30 1000 1264.9 200 200 200 CI 1131 503.2 .040 3 3 -180 Cl 1131 501.2 .040 4 4 20 GR 519.01 1000 510.33 1071 509.11 1096.4 504.51 1116.4 499.93 1131.4 GR 505.01 1149.9 507.51 1158.4 508.11 1186.9 520.41 1257.9 521.21 1264.9 NC .3 .5 ET 8.1 1000 1300 36070.36140 MOVED 70' D.S. HALFF ASSOC. SURV. SEAN. •A• (1- 29 -85) BAF EXTENDED FROM TOPO X1 36070 14 1128 1204 130 60 100 CI 1166 503.92 .040 3 3 -120 CI 1166 501.42 .040 4 4 20 GR 520.5 1000 518.1 1078 514.8 1096 512.9 1113 512.7 1128 GR 505.6 1142 501 1168 504.7 1193 513.8 1204 514.3 1228 GR 516.3 1258 516.6 1264 520 1300 522 1450 1 10JULOD 14:29:38 PAGE 5 ET 8.1 1000 1295 HALFF ASSOC. SURV. SECN. •B• (1- 29 -85) BAF X1 36360 9 3125 1162 290 290 290 CI 1145 504 .035 3 3 -120 CI 1145 502 .035 4 4 20 GR 522 1000 517.4 1093 513.4 1125 504.4 1135 501.4 1145 OR 504.4 1159 511.7 1162 514.5 1196 517.6 1245 NC .05 .050 .015 ET 8.1 1000 1250 BEGIN CONCRETE LINING X1 38220 8 1056 1107 40 40 40 CI -1 504 .015 .01 .O1 -100 .4 CI .O1 OR 522.4 3000 514 1056 504.1 1065 502 1082 504.1 1098 GR 514.54 1107 576.7 1207 520 1250 ET BOTTOM OF 6.5' DROP STRUCTURE 8.1 1000 1250 %1 38232 12 12 12 CI -1 504 .015 .01 .01 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5' DROP STRUCTURE, END CONCRETE X1 38235 3 3 3 CI -1 510.5 .015 .O1 .01 X3 1021.5 525 1141.5 525 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLAW HALFF ASSOC. SURV. SECN. XI 38255 20 20 20 CI -1 510.5 .035 3 3 -90 % 1006.5 525 1156.5 525 ET APPROXIMATE CITY LIMITS OF COPPELL 8.1 2630 2890 X1 38315 8 2670 2860 60 60 60 Cl -1 510.5 .035 10 10 -45 GR 525.8 2630 515 2670 514 2740 510.5 2752 510.5 2772 GR 514 2784 515 2860 524.7 2890 NC .015 .015 -045 3 ET 5.1 2630 2890 8.1 2660 3500 DS FACE W BOUND I.H.635 ('n' Values, Channel stations and enC -Ch is have been CorreCted through 635 by A.H.H.) XI 38380 15 2670 2860 65 65 65 CI .O1 ,4 7(3 2630 529.2 2890 529.2 GR 559.4 0 548.5 300 531.5 1400 525.8 2630 515 2670 OR 514 2740 5 11 2752 511 2772 514 2784 515 2860 GR 524.7 2890 521.2 3800 521.2 4200 526 5400 534.3 3 5500 10JUL00 14:29:38 PAGE 6 SB 1.05 1.2 -2.5 105 4 3920 7.5 511 511 ET 5.1 2630 2890 8.1 2660 3400 U.S. FACE W. BOUND IH 635 X1 38420 40 40 40 X2 1 528.7 532.8 ,1 X 2630 529.2 2890 529.2 BT 6 559.5 300 556.5 1400 539.5 BT 3800 529.2 4200 529.2 5500 534.3 ET 5.1 2630 2890 8.1 2670 2870 VALLEY SECT BTWN I.H. 635 BRIDGES XI 38500 80 BO 60 X3 2630 529.2 2890 529.2 ,3 NC .015 .015 .045 ET 5.1 2630 2890 8.1 2670 2870 DS PACE E. BOUND I.N.635 X1 38580 80 BO 80 X3 2630 529.2 2890 529.2 _4 SB 1.05 1.2 -2.5 105 4 3920 7.5 512.2 512.2 E1' 5.1 2630 2890 8.1 2650 3390 US FACE E. BOUND I.H.635 X1 38620 40 40 40 3 %2 1 528.7 532.8 X3 2630 529.2 2890 529.2 ST 6 559.5 300 556.5 1400 539.5 BT 3800 529.2 4200 529.2 5500 534.3 NC .065 .060 .045 NH 5 0.05 1721 0.065 1732 0.045 1776 0.065 1794 NH 1846 0.05 ET 5.1 1339 1846 8.1 1550 1820 50' U.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (XHH) X1 38670 15 1717 1873 50 50 50 X3 1339 532.8 GR 526 1000 525 1410 524 1501 519 1643 518 168I GR 516 1717 515 1721 507 1732 505.09 1746 506 1760 GR 514 1776 515 1785 516 1794 517 1813 530 1846 NC .065 .070 .045 NH 5 0.05 1363 0.08 1378 0.045 1404 0.08 1424 0.05 NH 1716 SECTION 38889 IS OLD NDM SECTION 38850 ET 5.1 1000 1648 8.1 1260 1567 1 10JUL00 14:29:38 ON MOM %SECTION - BEGIN BEAM IREVI SED FOR TBIS MODEL PER 2 -2000 PAGE 7 HALFF TOPO (KHHI XI 38889 17 1378 1424 268 216 219 %3 1648 532.8 OR 527 1000 525 1142 524 1168 523 1172 522 1199 OR 521 1250 518 1363 517 1378 509 1388 505.86 1396 GR 510 1404 515 1424 516 1447 519 1524 520 1567 GR 523 1647 529 1716 39016 AND 39403 ARE NEW CROSS SECTIONS 2 -2000 FROM HA7 TOPO (KHH) NC .050 .070 .045 NH 5 0.05 1447 0.08 1475 0.045 1479 NH 1867 ET 5.1 009 1782 8.1 MEN SECTION ADDED TO REVISED EXISTING MO PER 2 -2000 HALFF ASSOCIATES TOPO 0001) %1 39016 15 1447 17.3 183 70 127 X3 1782 532.80 GR 527 1009 526 1017 525 1090 524 GR 520 1417 519 1447 510 1475 506.39 GR 534 1510 520 1646 523 1743 523 NH 5 0.05 1752 0.08 1900 0.045 1908 NH 2115 ET 8.1 EN SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) XI 39403 23.0 1752 1972 278. 216 \\ 387 GR 528.0 1000.0 526.0 1020.0 525.0 1146.0 4 0 GR 522.0 1544.0 521.0 1633.0 520.0 1752.0 51 0 GR 507.5 1899.0 508.0 1900.0 509.0 1903.0 515.0 OR 531.0 1934.0 522.0 1950.0 523.0 1957.0 524.0 GR 524.0 2065.0 524.0 2090.0 528.0 2115.0 NH 5 0.05 1912 0.08 1953 0.045 1965 NH 2258 SECTION 39768 IS OLD NM SECTION 39720 ET 8.1 PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) %1 39768 26.0 3901 2069.0 91 364 365 GR 528.0 1000.0 527.0 1005.0 526.0 3154.0 525.0 GR 0 1657.0 522.0 1722.0 521.0 1864.0 520.0 GR 515. 1940.0 511.0 1953.0 510.0 1960.0 509.9 GR .0 1965.0 516.0 1977.0 517.0 1989 . 0 519.0 GR 522.0 2048.0 523.0 2069.0 524.0 2170.0 525.0 GR 527.0 2639.0 1 10-00 14:29:38 39900, 40208, 40408 AND 40635 ARE NEW CROSS SECTIONS 2 -2000 FROM RAI TOPO (KH NH 5 0.05 1989 0.08 2046 0.045 2077 NH 2786 ET 8.3 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 39900 28.0 1945 2300.0 93 171 132 GR 529.0 1000.0 527.0 1010.0 526.0 1291.0 525.0 GR 523.0 1790.0 522.0 1850.0 521.0 1945.0 520.0 GR 518.0 2029.0 515.0 2046.0 512.0 2055.0 511.3 GR 518.0 2077.0 519.0 2081.0 520.0 2089.0 521.0 GR 523.0 2178.0 524.0 2232.0 525.0 2387.0 526.0 GR 527.0 2592.0 528.0 2719.0 530.0 2786.0 NH 7 005 1970 0.08 1996 0.045 2012 NH 2398 D..08 2509 0.05 2799 ET 8.1 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) %1 40208 40.0 1907 2188.0 203 280 308 GR 529.0 1000.0 527.0 1011.0 526.0 1342.0 525.0 GR 523.0 1907.0 522.0 1931.0 521.0 1951.0 520.0 GR 516.0 1990.0 533.0 1996.0 513.5 2000.0 513.0 GR 519.0 2027.0 520.0 2039.0 520.0 2100.0 515.0 GR 515.0 2131.0 518.0 2147.0 520.0 2161.0 521.0 OR 523.0 2232.0 525.0 2304.0 525.0 2364.0 524.0 GR 523.0 2428.0 522.0 2460.0 522.0 2476.0 523.0 GR 525.0 2555.0 526.0 2578.0 527.0 2636.0 527.0 NH 7 0.05 1834 008 1945 0.045 1952 NH 2465 0.08 2563 0. . 05 2824 ET 8.1 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIy�7fH) X1 40408 17.0 `1816UP0 j � O ) : 233,.0 195 90 200 GR 530.0 1000.0 52�:� 1010:0 527.0 10220 526.0 GR 524.0 1816.0 523.0 1834.0 519.0 1856..0 518.0 CR 512.3 1950.0 513.0 1952.0 520.0 1960.0 521.0 GR 523.0 20620 523.0 2097.0 521.0 2132.0 5200 . GR 515.0 2159..0 514.0 2166.0 513.8 2167.0 514.0 OR 520.0 2192.0 521.0 2205.0 525.0 2334.0 525.0 GR 523.0 2502.0 523.0 2550.0 524.0 2563.0 525.0 OR 527.0 2790.0 530.0 2824.0 OT 6 5100 7000 7900 9900 6200 7900 NH 5 0.05 1954 0.08 2033 0.045 2042 NH 2680 ET 5.1 1000 2210 8.1 10JU 1 L00 14:29:38 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 40635 34.0 1894 2092.0 258 207 227 X3 2210.0 530.0 GR 530.0 1000.0 528.0 1009.0 527.0 1053.0 526.0 GR 521.0 1954.0 520.0 1997.0 519.0 2026.0 515.0 GR 512.5 2041.0 513.0 2042.0 518.0 2049.0 520.0 GR 523.0 2092.0 524.0 2132.0 525.0 2192.0 525.0 OR 520.0 2270.0 515.0 2286.0 514.0 2290.0 515.0 GR 521.0 2329.0 522.0 2365.0 523.0 2378.0 525.0 GR 527.0 2650.0 528.0 2660.0 529.0 2670.0 530.0 NH 5 .050 2016 .080 2119 .045 2137 NH 2630 ET 5.1 1000 2280 8.1 X1 40698 30.0 1815 2231.0 76 42 63 X3 2280.0 530.0 OR 530.0 1000.0 528.0 1009.0 527.0 1064.0 526.0 1700.0 2103.0 13610 5240 15650 1903..0 516. .0 1931..0 1961.0 510.0 2005.0 520.0 2258.0 526.0 2639.0 PAGE B 0.08 2185 0.05 0.08 0.05 1400 C1711Q 1686.0 1982.0 519.0 2008.0 2060.0 512.0 2061.0 1310 523 1348 2153.0 1477 510 1479 2527.0 1807 529 1867 0.05 0.08 1972 0.05 1680.0 1972.0 1785.0 13860 5230 1465.0 1977.0 1855..0 516..0 1888.0 2008.0 1908.0 539.0 1922.0 2128.0 1972.0 524.0 2051.0 2188.0 0.08 2078 0.05 2398.0 1700.0 2103.0 13610 5240 15650 1903..0 516. .0 1931..0 1961.0 510.0 2005.0 520.0 2258.0 526.0 2639.0 PAGE B 0.08 2185 0.05 1700 2200 3508.0 524.0 1686.0 1982.0 519.0 2008.0 2060.0 512.0 2061.0 2100.0 522.0 2153.0 2472.0 526.0 2527.0 0.08 2039 0.05 1700 2300 1592.0 524.0 1785.0 1970.0 518.0 1977.0 2 002. 0 516.0 2008.0 2123.0 513.3 2128.0 2176.0 522.0 2188.0 2369.0 524.0 2398.0 2484.0 524.0 2509.0 2760.0 530.0 2799.0 0.08 2012 OS 1720 X238 2 3 4 13870 525.0 17290 1937..0 513.0 1945..0 2012.0 522.0 2046.0 2136.0 518.0 2149.0 2169.0 515.0 2171.0 2411.0 524.0 2465.0 2597.0 526.0 2622.0 0.08 2132 0.05 1800 2210 PAGE 9 1767.0 525.0 1894.0 2033.0 513.0 2039.0 2056.0 521.0 2061.0 2230.0 524.0 2244.0 2295.0 520.0 2324.0 2450.0 526.0 2508.0 2680.0 .080 2179 .050 1800 2280 1815.0 525.0 1905.0 GR 524 .0 1959 .0 522.0 2004.0 521.0 2016.0 520.0 2083.0 519.0 2139.0 GR 518.0 2130.0 520.0 2337.0 523.0 2154.0 524.0 21]9.0 525.0 2231.0 2g�2 GR 52 5. 0 2315.0 522.0 2347.0 520.0 2355.0 515.0 2380.0 515.0 2384.0 (i GR 516.0 2394.0 520.0 2419.0 522.0 2430.0 524.0 2468.0 525.0 2496.0 ! �� GR 526.0 2542.0 527.0 2590.0 528.0 2600.0 529.0 2615.0 530.0 2630.0 NH 5 0.05 x'2364'. 0.08 2212 0.045 2225 0.07 2404 0.05 NH 2931 SECTION 41138 IS OLD NOM SECTI TI OH 91180 �•e �� V 1900 2930 END OF A.M.N. CHANN I ROVEMENT DATA (REVISED FOR THIS - MODEL PER 2 -2 QQATES TOPO (KHH) X1 41138 23.0 1'164 . :'2916.0 105 309 440 ET GR 531.0 1000.0 530."0 ' I'00 0 528.0 1017.0 527.0 1075.0 527.0 3647.0 GR 526.0 1870. 12.0 0 525. 0 2016. 5 0 524.0 2106.0 523.0 2169.0 522.0 2208.0 GR 519.0 22 518. 2218.20.0 2225.0 523.0 2234.0 521.0 2322.0 I , 11w 1 q, K rf V GR 520.0 2327.0 519.0 2330.0 519. 7.0 2416 0 52 0 2339.0 520.0 2348.0 521.0 2362.0 GR 523.0 2409.0 52 .9.0 2431.0 NN 4 0.05 2022 0.08 2059 0.095 2079 0.07 2304 f 41390, 41471 AND 41703 ARE NEW CROSS SECTIONS 2 -2000 FROM HAI TOPO (KIM) ET NEW ON ADDED 8.1 3750 2304 H ALPF TOPO (KF 1'O REVISED EXISTING MODEL PER 2 -2000 ALPF ASSOCIATES 61) yV� JJ 41340 23.0 `0 1000.0 528 1001 1 X1 2139.0 200 350 202 GR '51 �I 0 ..0 527.0 1287. 52 0 8.0 1550.0 528.0 1698.0 0 �^ GR 527.0 1854.0 526.0 1951.0 529.0 1977.0 522.0 2022.0 521.0 2 0 54. L,/ GR 520.0 2059.0 519.0 2062.0 S1B.7 2066.0 519.0 2073.0 521.0 2079.0 GR 525.0 2110.0 527.0 2116.0 528.0 2130.0 530.0 2139.0 530.0 2145.0 GR 529.0 2153.0 529.0 2259.0 530.0 2304.0 yl� w J' - ? 1 l ] G 1 lOJUL00 14:29:38 PAGE 10 -"'VV NH 5 0.05 1956 0.08 1985 0.045 3992 0.07 2026 0.05 NH 2126 ET NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 8.1 1600 2100 HALFF ASSOCIATES TOPO (KRH) X1 41471 18.0 1956 2047.0 87 133 131 GR 530.0 1000.0 528.0 1019.0 528.0 3782.0 527.0 1880.0 526.0 1956.0 GR 525.0 1965.0 520.0 1979.0 519.0 1985.0 518.0 1987.0 517.7 1989.0 GR 518.0 1992.0 521.0 2004.0 529.0 2026.0 528.0 2037.0 530.0 2097.0 / GR 529.0 2070.0 529.0 2111.0 530.0 2126.0 NH 5 0.05 1701 0.08 1911 0.045 1920 0.07 1942 O- NH 2244 � � ET '+� Ate. F° NEW SECTION ADDED TO REVI ISTING MODEL PER 2- 2000 8.1 1330 - 1940,.,„ ^NVNRN '' HALFF ASSOCIA TOPO ( GR 41703 23 23.0 170 999. �1"`T4 295 181 232 M GR 532.0 1000. 0 531.0 fOTS`0 529.0 0 1022 . 528.0 1053.0 528.0 1252.0 GR 529.0 1564.0 529.0 1701.0 528.0 .0 . 1790.0 527.0 1765.0 526.0 1827.0 L GR 525.0 3858 5240 3897.0 527.0 1911.0 519.0 1918.0 518.6 1919.0 GR 519.0 1920.0 531.0 1992.0 532.0 1949.0 532.0 2023.0 530.0 2036.0 GR 530.0 2192.0 531.0 2225.0 532.0 2244.0 NH 5 0.05 1757 0.08 1782 0.045 1788 0.07 1825 0.05 NH 2317 SECTION 42040 IS OLD NDM SECTION 41950 ET 100• DS RADIO RD (REVISED FOR THIS MODEL PER 2 -2000 e.1 1310 1910 HALFF ASSOCIATES TOPO (KHH) X1 42040 21.0 1639 1825.0 171 344 337 GR 533.0 916.00 531.0 1000.0 529.0 1007.0 529.0 1373.0 530.0 1618.0 GR 530.0 1639.0 529.0 1669.0 528.0 1709.0 526.0 1757.0 525.0 17]1.0 GR 524.0 1775.0 521.0 1782.0 520.5 3785.0 521.0 1788.0 527.0 1816.0 GR 528.0 3825.0 529.0 1894.0 530.D 1987.0 531.0 2249.0 532.0 2308.0 GR 532.15 2317.0 SECTION 42138 IS OLD NOM SECTION 42050 NH 3 0.05 1266 0.045 2062 0.05 3630 ET 8.1 1510 2100 (REV S DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 I0 ED 1982 3062.0 FOR THIS MODEL PER 2 -2000 NAL ASSOCIATES 98 TOPO (KHH) X3 42138 21 � . 98 98 X3 10 529.29 529.29 ...,,. OR 540.0 1000.0 530.0 1019.0 531.0 1047.0 531.0 11100 530.0 11240 GR 530.0 1266.0 529.0 1285.0 529.0 1520.0 530.0 1778..0 530.0 1982..0 GR 521.0 2018.0 519.89 2022.0 521.0 2026.D 530.0 2062.0 530.0 2349.0 GR 531.0 2954.0 532.0 2521.0 532.0 2672.0 532.0 2954.b 530.0 3083.0 GR 535.0 3630.0 1 10JUL00 14:29:38 SECTION 42200 IS OLD NIX9 SECTION 92090 PAGE 11 NC .065 .070 .045 SB 1.05 2.268 -2.5 8 4 316.93 4 519.85 519.84 ET US FACE RADIO RD SECT M26 8.1 1390 2100 X1 42200 62 62 62 1 X2 1 528.71 530.86 X3 10 530.86 530.86 BT -25 1106 528.24 1269 528.50 1566 529.94 BT 1566 529.94 1812 530.14 1827 530.00 BT 1840 530.20 1920 530.26 1933 530.10 BT 2003 529.73 2076 529.57 2140 530.16 BT 2167 530.15 2190 530.09 2210 530.19 BT 2251 530.58 2261 530.73 2319 530.93 BT 2727 531.19 2793 532.30 2395 532.29 S T 2478 533.43 2519 533.49 2525 533.07 BT 2539 533.24 SECTION 42280 IS OLD NDM SECTION 42170 `p Mme- 4:? C'. - __) narmaf )APPROXIMATELY FENA CROSS SECTION J) O I 0 L 3 EI y � G 8.1 1510 2200 PROFILE SECTION BB - SURVEY SECTION 27 X1 42280 28 1791 1810 80 80 80 OR 540 0 539.0 100 5380 200 537.0 300 5360 400 OR 529.5 1000 529.4 1100 529 . .4 1200 528.6 1300 529..4 1400 OR 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 1793 OR 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 GR 5282 2000 529.7 2100 52 9. 8 2200 530.2 2300 530.4 2500 OR 530. .6 2500 53 0. 8 2600 540.0 3800 ET 8.1 1620 2200 PROFILE SECTION CC - SURVEY SECTION 28 X1 44200 32 1740 1786 1800 1300 2030 OR 550.0 600 548.0 650 546.0 700 544.0 750 592.0 800 OR 535.9 1000 535.2 1100 534.3 1200 534.1 1300 533.8 1900 GR 533.2 1500 530.8 1600 528.8 1644 527.7 1700 526.8 1740 GR 524.9 1757 525.4 1768 531.9 1786 531.9 1800 532.2 1900 GR 532.3 2000 532.6 2100 532.5 2200 532.0 2300 532.2 2400 OR 531.8 2500 532.3 2600 532.5 2700 532.9 2800 533.3 2900 OR 533.5 3000 550.0 3500 QT 6 5100 7000 7900 9900 7500 7900 ET 630.2 PROFILE SECTION DO - SURVEY SECTION 29 X1 45820 26 2160 2187 1400 1000 1620 OR 541.7 1000 540.7 1100 539.6 1200 538.8 1300 538.6 1900 OR 538.2 1500 538.8 1598 518.7 3562 537.8 1600 537.7 1700 GR 538.2 1800 537.8 I900 538.2 2000 538.4 2000 533.4 2099 GR 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 OR 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 1 IOJUL00 14:29:38 PAGE 12 GR 540.0 2800 ET 500.2 PROFILE SECTION EE - SURVEY SECTION 30 X1 47450 26 2349 2369 1250 1350 1630 GR 545.7 1000 594.9 1100 544.3 1200 543.6 1300 542.8 1400 GR 542.5 1500 542.1 1600 541.7 1700 541.1 1800 541.0 1900 GR 540.8 2000 541.2 2100 541.6 2166 541.6 2182 541.4 2200 GR 540.3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 OR 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 2700 OR 544.6 2800 ET 650.2 100' DS COUNTY LINE RD X1 47540 35 1511 1591 30 200 90 +.5 OR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 543.0 750 540.8 850 541.2 950 CR 54 1. 3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 CR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 OR 534.5 1542 534.9 1544 535.3 1565 536.9 1584 538.4 1591 OR 541.7 1591 541.4 1600 541.6 1700 541.4 1800 541.5 1900 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET 1110.2 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 X1 47640 37 1511 1591 100 100 100 X3 10 540.4 540.4 GR 544.3 50 543.6 150 542.8 250 592.5 350 542.1 450 OR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 OR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 OR 541.8 1511 538.6 1511 531.0 3525 530.7 1529 534.0 1535 GR 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 OR 536.4 1584 538.4 1591 541.7 1591- 541.4 1600 541.6 1700 OR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 GR 544.0 2200 545.7 2300 ET 10202 SB 1.05 2.705 -2.5 66.5 4 416..7 1.125 534.4 534.4 U.S. FACE COUNTY LINE RD SECT #31 X1 47670 30 30 30 X2 1 540.4 541.7 X3 10 540.4 540. 4 BT 2 1511 541.8 540.4 1591 541.7 540.4 ET 875.2 50' U.S. COUNTY LINE RD X1 47720 35 1511 1591 50 50 50 .3 OR 544.3 50 5436 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541..3 650 591.0 750 54 08 850 543.2 950 OR 591.3 1100 541.3 1200 541.2 1300 541..7 1400 591.7 1500 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 OR 539.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 1591 OR 541.7 1591 541.4 1600 541.6 1700 541.4 1800 541.5 1900 OR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 1 IOJUL00 14:29:38 PAGE 13 ET 240.2 PROFILE SECTION GO - SURVEY SECTION 32 X1 48350 25 2130 2300 600 300 630 OR 549.5 1000 546.9 1100 546.8 1200 545.7 1300 544.9 1400 OR 599.1 1500 544.5 1600 544.1 1700 544.2 1800 544.0 3900 OR 543.9 2000 544.2 2100 543.4 2130 537.9 2154 535.4 2200 GR 537.7 2257 539.1 2300 539.6 2400 539.6 2423 543.2 2451 OR 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 2900 1 IOJUL00 14:29:38 PAGE 14 SECHO DEPTH CWSEL CRIWS WSELK EG IIV HL OLOSS L -BANK ELEV 0 QLOB QCN OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST .PROF I 0 CCHV. .100 CEHV- .300 •SECNO 27620.000 •••••NOT6:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH PIS ..... STARTING WSEL FROM KIMLEY HORN FIS UPDATE MAY 1990 27620.000 20.10 495.60 .00 495.60 496.42 .82 .00 .00 494.80 a 10500.0 2714.6 7542.1 243.3 1167.8 895.1 95.5 .0 .0 489.00 .00 2.32 8.43 2.55 .065 .045 .070 .000 475.50 1430.25 .002459 50. 50. 50. 0 0 0 .00 590.55 2020.80 CCHV- .100 CEHV- .300 • SECNO 30130.000 PROFILE SECPION T - SURVEY SECTION 19 30130.000 18.48 502.18 .00 .00 503.30 1.12 6.80 .09 49230 10500.0 4499.4 6000.1 .5 864.5 582.6 1.4 82.1 16.6 501..90 .08 5.20 10.30 .90 .065 .045 .065 .000 98].70 1989. 12 .004032 1600. . . 510 2000. CCHV- .300 CEHV. .500 2 0 0 .00 4 22.29 221.4I 3 • SECNO 30189.000 3301 HV CHANGED MORE THAN HVINS 30189.000 15.34 502.14 .00 .00 503.88 1.73 .27 .31 513.30 10500.0 .0 10500.0 .0 .0 993.8 .0 83.8 16.8 513.40 .08 .00 10.57 .00 .000 .045 .000 .000 486.80 2353.92 .005140 59. 59. 59. 2 0 0 .00 98.13 2252.05 • SECNO 30190.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .49 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 1 10JULOO 14:29:38 PROFILE SECTION U - SURVEY SECTION 20 ST. LOUT S- SOUTHWESTERN R.R. 30190.000 15.17 501.97 .00 .00 504.07 2.09 .01 .19 513.30 10500.0 .0 10500.0 .0 .0 904.8 .0 83.8 16.8 513.40 .08 .00 11.61 .00 .000 .045 .000 .000 486.80 2354.04 .021370 1. 1. I. 2 0 0 .00 90.75 2251.79 • SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 533.30 MAX ELLC. 510.40 30200.000 15.60 502.40 .00 .00 504.32 1.92 .20 .05 513.30 10500.0 .0 10500.0 .0 .0 943.6 .0 84.0 16.9 513.40 .08 .00 11.13 .00 .000 .045 .000 .000 486.80 2154.00 .019316 30. 10. 10. 2 0 0 .00 91.46 2252.46 • SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.18 30201.000 16.18 502.98 .00 .00 504.46 3.48 .01 .13 517.30 10500.0 .0 10500.0 .0 .0 1077.0 .0 84.0 16.9 513.40 .08 .00 9.75 .00 .000 .045 .000 .000 486.80 2153.48 .004058 1. 1. 1. 3 0 0 .00 99.89 2253.37 CCHV- .100 CEHV- .300 • SECNO 30250.000 - - 3301 HV CHANGED MORE THAN HVINS 30250.000 20.22 504.02 .00 .00 504.68 .66 .14 .08 492.40 10500.0 5056.7 5371.2 72.1 1230.2 655.7 66.9 85.7 17.1 502.00 .08 4.11 8.19 1.08 .065 .045 .065 .000 483.80 1950.46 .002179 49. 49. 49. 2 0 0 .00 337.50 2287.96 • SECNO 31310.000 31310.000 18.35 506.15 .00 .00 506.65 .50 1.95 .02 490.70 10500.0 6288.8 4211.2 .0 1515.5 573.7 .0 124.7 23.8 509.20 .12 4.15 7.34 .00 .065 .045 .000 .000 487.80 1994.60 .002197 750. 1060. 500. 1 2 0 0 .00 919.11 1913.71 10JUL00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIASS L -BANK ELEV Q Q1.OB QCH QROB ALOB ACH AR0 3 VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN E111IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 31480.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .52 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD- 509.10 MAX ELLC- 506.1D PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 18.44 506.44 .00 .00 507.45 1.01 .65 .16 509.10 10500.0 .0 10500.0 .0 -0 1300.0 .0 131.3 24.8 509.10 .13 .00 8.08 .00 .000 .045 .ODO .000 488.00 1796.16 .008085 170. 170. 170. 2 0 0 -40.03 118.84 1915.00 • SECNO 31500.000 7370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 509.10 MAX ELLC- 506.10 31500.000 18.60 506.60 .00 .00 507.61 1.01 .16 .00 509.10 10500.0 .0 10500.0 .0 .0 1300.0 .0 131.9 24.9 509.10 .13 .00 8.08 .00 .000 .045 .000 .000 488.00 1796.09 .008085 20. 20. 20. 2 0 0 -59.25 318.91 1915.00 • SECNO 31550.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.30 31550.DOO 19.28 507.48 .00 .00 507.83 .35 .15 .07 49310 10500.0 6576.3 3923.7 .0 1900.8 621.7 .0 134.1 25.2 509..60 .13 3.46 6.31 .00 .065 .045 .000 .000 488.20 1401.70 .001534 50. 50. 50. 2 0 0 .00 513.93 1915.63 CCHV. .100 CEHV- .300 • SECNO 31750.000 1 10JUL00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIASS L -BANK ELEV Q QLOB QCH QROB AIAB ACN AROB VOL TWA R -BANK ELEV VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL 1DC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.89 "Al" ASSOC. SURV. SECN. AA 31750.000 19.15 507.79 .00 .00 507.98 .20 .14 .D2 509.60 10500.0 .0 10500.0 .0 .0 2948.6 .0 146.2 26.9 513.06 .15 .00 3.56 .00 .000 .045 .000 .000 488.64 1007.63 .000430 180. 200. 220. 2 0 0 .00 243.25 1250.88 • SECNO 32740.000 HALFP ASSOC. SURV. SECN. BE 32740.000 15.19 508.26 .00 .00 508.49 .23 .49 .01 511.47 10500.0 .0 10500.0 .0 .0 2709.9 .0 210.5 32.5 512.67 .22 .00 7.87 .00 .000 .045 .000 .000 993.07 1013.54 .000586 990. 990. 990. 2 0 0 .00 250.16 1263.70 • SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 16.01 509.11 .00 .00 509.37 .26 .87 .O1 518.50 10500.0 .0 10500.0 .0 .0 2559.5 .0 289.5 40.2 516.53 .31 . . 00 4.10 00 .000 .045 DOO .000 . 493.10 1034.85 .000765 1305. 1305. 1305. 2 0 0 .00 263.71 1298.55 • SECND 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .67 HALPF ASSOC. SURV. SECN. DD 34330.000 11.23 509.30 .00 .00 509.71 .43 .31 .05 518.23 10500.0 .0 10500.0 .0 .0 1993.9 .0 304.4 41.9 517.83 .32 .00 5.27 .00 .000 .045 .000 .000 498.07 3036.83 .001681 285. 285. 285. 0 0 0 .00 257.60 1294.44 PAGE 15 PAGE 16 PAGE 17 -SECNO 34870.000 HALFF ASSOC. SURV. SECN. EE 34870.000 9.02 510.28 .00 .00 510.80 .52 1.04 .03 519.25 10500.0 .0 10500.0 .0 .0 1821.9 .0 328.0 45.0 520.25 .35 .00 5.76 .00 .000 .045 .000 .000 501.26 1034.24 .� .002232 540. 540. 540. 2 0 0 .00 254.20 1288.44 1 1OJUL00 19:29:38 PAGE 18 SECHO DEPTH CWSEL CRIME WSELK EG NV HL OLOSS L -BANK ELEV Q QUJB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -SECNO 35450.000 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFF ASSOC, SURV. SECN. FP MOVED 120• D.S. TO PACE FREEPORT PKWY ) 35450.000 10.63 511.53 .00 .00 512.05 .52 1.25 .00 514.20 s 10500.0 .0 10500.0 .0 .0 1811.3 .D 352.2 48.3 52030 .38 .00 5.80 .00 .000 .045 .000 .000 50090 1030..76 .002091 580. 580. 580. 2 0 0 .00 238..52 1269.28 -SECNO 35570.000 _ 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 j HALPP ASSOC. SURV. SECN. FP U.S. FACE FREEPORT PKWY 35570.000 10.91 511.81 .00 .00 512.29 .49 .24 .00 514.20 10500.0 .0 10500.0 .0 .0 1875.4 .0 357.3 49.0 520.30 .38 .00 5.60 .00 .000 .045 .000 .000 500.90 1029.93 .001BBO 120. 120. 120. 1 0 0 .00 240.15 1270.09 -SECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 35770.000 12.29 512.10 .00 .00 512.98 .B7 .57 .12 520.91 11200.0 .0 11200.0 .0 .0 1492.5 .0 365.0 50.1 522.81 , .39 .00 7.50 .00 .000 .045 .000 .000 499.81 1035.11 .004585 200. 200. 200. 2 0 0 .00 239.48 1274.59 •SECNO 35970.000 ' CHIMP CLSTA- 1131.00 CELCH- 503.20 BW- 180.00 STCHL- 1000.00 STCHR- 1264.90 CHIMP CLSTA- 1131.00 CELCH- 501.20 BW_ 20.00 STCHL- 1000.00 STCHR- 1264.90 EXCAVATION DATA AEX- 1557.1SQ -FT VEXR. .OK -CU -YD VEXT- .OK -CU -YD j 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2 -00 HALFF ASSOC. SURV. SECN. GO (TRANSITION BACK TO NATURAL CHANNEL)- - -- APPROX. NEAR OLD COE STA. 37550. 1 IOJUL00 14:29:38 PAGE 19 BEGIN IMPROVED CHANNEL 35970.000 11.79 512.99 .00 .00 513.43 .44 .41 .04 516.87 11200.0 .0 11200.0 .0 .0 2105.2 .0 373.3 51.2 517.83 .40 .00 5.32 .00 .000 .040 .000 .000 501.20 1011.64 .001149 200. 200. 200. 2 0 0 .00 238.73 1250.36 CCHV- .300 CEHV. .500 -SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH- 503.42 BW- 120.00 STCHL- 1060.33 STCHR- 1266.15 CHIMP CLSTA- 1166.00 CELCH. 501.42 BW- 20.00 STCHL- 1060.33 STCHR- 1266.15 EXCAVATION DATA AEX- 1101.7SQ -FT VEXR- 4.9K -CU-YD VEXT. 4.9K -CU-YD 3302 WARNING : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 36070 -36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. -A" (1- 29 -85) RAF EXTENDED FROM TOPO 36070.000 11.50 512.92 .00 .00 513.83 .91 .17 .23 S1B.64 11200.0 .0 11200.0 .0 .0 1966.9 .0 377.4 51.7 516.80 .40 .00 7.63 .00 .000 .040 .000 .000 501.42 1077.50 .002586 130. 100. 60. 2 0 0 .00 177.01 1254.50 -SECNO 36360.000 CHIMP CLSTA- 1145.00 CELCH. 504.00 BW. 120.00 STCHL- 1036.90 STCHR- 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL- 1036.40 STCHR- 1245.00 EXCAVATION DATA AEX- 1532.75Q -FT VEXR- 14.1K -CU -YD VEXT- 19- lK -CU -YD HALFF ASSOC, SURV. SECN. "B" (1- 29 -85) RAF 36360.000 11.59 513.59 .00 .00 519.47 89 64 .01 520.20 11200.0 .0 11200.0 .0 .0 1480.7 .0 387.2 52.8 517.33 .42 .00 7.56 .00 .000 .035 .000 .000 50200 1056.26 .001926 290. 290. 290. 2 0 0 .00 177..97 1233.74 -SECN 38220.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 , EXCA TION DATA AEX- 658.4SQ -FT VEXR- 1.6K -CU -YD VEXT- 20.7K -CU -YD 3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING _ 38220.000 B.84 512.84 .00 .00 515.33 2.49 .06 .80 518.10 11200.0 .0 11200.0 .0 .0 885.3 .0 388.3 53.0 9 515.7 .42 .00 12.65 .00 .000 .015 .000 .000 504.00 1031.41 .001106 40. 40. 40. 3 0 0 .00 100.18 1131.59 1 IOJUL00 14:29:38 PAGE 20 SECNO DEPTH CWSEL CRIME WSELK EG HV HL DIMS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLORL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECN0 38232.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR- .3K -N -YD VEXT- 21.OK -CV -YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 8.87 512.87 .00 .00 515.35 2.48 .01 .00 518.10 11200.0 .0 11200.0 .0 .0 887.0 .0 388.5 53.0 515.97 .42 .00 12.63 .00 .000 .015 .000 .000 504.00 1031.41 .001100 12. 12. 12. 0 0 0 .00 100.18 1 131 .5 9 .SECNO 38235.000 CHIMP CLSTA. 1081.50 CELCH. 510.50 BW- 100.00 STCHL- 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX. 7.1SQ -FT VEXR- .OK -CU -YD VEXT- 21.OK -CU -YD 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 ELENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 7.29 517.79 517.79 .00 521.41 3.62 .00 .57 518.09 11200.0 .0 11156.6 43.4 .0 729.7 22.0 388.6 53.0 515.47 .42 .00 15.29 1.97 .000 .015 .050 .000 510.50 1031.43 .001963 3. 3. 3. 20 15 0 .00 110.07 1141.50 -SECNO 38255.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA CALCULATED CHANNEL AREA- 1784. EGPRS EGLWC H3 QWEIR GLOW BAREA TRAPEZOID ELLC ELTRD WEIRIN AREA AEX- 111.0SQ -FT VEXR- .OK-CU-YD VEXT- 21.1K-CU -YD 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET- 3280 CROSS SECTION 38255.00 EXTENDED .57 PEEP US FACE E. BOUND I.H.635 38620.000 10.09 522.39 .00 .00 523.35 1 .07 .00 516.30 11200.0 805.7 9728.0 666.3 68.6 1369.3 57.3 402.4 55.0 516.30 .43 31.75 7.10 11.63 .015 .045 10JUL00 14:29:38 .000 512.30 2647.46 .003342 40. 40. 40. 0 0 0 .00 231.36 2878.82 PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OI/JSS L -BANK ELEV 1530 WARNINGS N VALUES FOR CHANNEL COMPOSITED Q QLOB OCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV 50' V.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 TIME VLOB VCH VROB XNL XMCH XNR WIN EL41N SSTA .83 SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COPAN TOPWID ENDST .050 3301 HV CHANGED MORE THAN HVINS 1538.07 .003379 50. 50. 50. 2 0 0 .00 289.39 1827.46 1490 NH CARD USED 3685 20 TRIALS ATTEMPTED WSEL,CWSEL •SECTIO 38BB9.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE- 1 TARGET- 150.000 648.000 NDM XSECTI ON - BEGIN BERM(REVISED FOR THIS MODEL PER 2 -2000 ELENCL- 525.00 ELENCR- 525.00 HALFF ASSOCIATES TOPO (KHH) CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. 38255.000 10.47 520.97 517.65 .00 522.17 1.21 .04 .72 525.00 11200.0 .0 10938.9 261.1 .0 1229.2 73.7 389.1 53.1 515.70 .42 .00 8.90 3.54 .000 .035 .050 .000 510.50 1006.50 .002391 20. 20. 20. 23 5 0 .00 150.00 1156.50 - SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH. 510.50 BW. 45.00 STCHL. 2630.00 STCHR- 2890.00 EXCAVATION DATA AEX- 259.2SQ -FT VEXR- .4K•CU -YD VEXT- 21.5K-CU-YD 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMITS OF COPPELL 38315.000 11.46 521.96 .00 .00 522.46 .52 .10 .21 521.75 11200.0 .0 11200.0 .0 .0 1937.3 .0 391.3 53.3 520.75 .42 .00 5.78 .00 .000 .035 .000 .000 510.50 2630.00 .001295 60. 60. 60. 3 0 0 .00 260.00 2890.00 CCHV. .100 CEHV. .300 • SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .68 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 DS FACE W BOUND I.H.635 ('n' Values, Channel stations and enCroaChments have been - CorreCted through 635 by A.H.H.) 38380.000 10.44 521.84 .00 .00 522.71 .87 .12 .10 515.40 11200.0 856.7 9634.9 708.4 76.8 1436.6 64.1 393.9 53.7 515.40 .42 11.15 6.71 11.05 .015 .045 .015 .000 517.40 2646.15 .002794 65. 65. 65. 2 0 0 .00 233.77 2879.92 1 10JULOO 14:29:38 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS L -BANK ELEV 0 QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COHAN TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COPQ RDLEN BLOC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 - SECNO 38420.000 CLASS A IOW FLOW 3420 BRIDGE M.S.- 521.81 BRIDGE VELOCITY- 5.69 CALCULATED CHANNEL AREA- 1969. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 522.77 .05 0. 11200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE- 1 TARGET- 260.000 U.S. FACE W. BOUND IH 635 38420.000 10.39 521.89 .00 .00 522.77 .88 .06 -00 515.50 11200.0 849.2 9648.5 702.3 75.6 1426.7 63.1 395.3 53.9 51550 A2 11.24 6.76 11.13 .015 .045 .015 .000 511.50 2646..34 .002867 40. 40. 40. 0 0 0 .00 233.42 2879.76 - SECNO 38500.000 3470 ENCROACHMENT STATIONS- 2630. 0 2890.0 TYPE- 1 TARGET- 260.000 VALLEY SECT BTWN I.H. 635 BRIDGES 38500.000 10.31 522.11 .00 .00 523.01 .90 .23 .01 515.80 11200.0 838.7 9667.8 693.6 73.8 1412.7 61.7 398.2 54.3 515.80 .43 11.36 6.84 11.25 .015 .045 .015 .000 511.80 2646.61 .002974 80. 80. 80. 0 0 0 .00 232.92 2879.53 • SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET- 260.000 DS FACE E. BOUND I.H.635 38580.000 10.12 522.32 .00 .00 523.27 .95 .25 .01 516.20 11200.0 812.7 9715.2 672.1 69.7 1378.5 58.2 401.0 54.8 516.20 .43 11.66 7.05 11.55 .015 .045 .015 .000 512.20 2647.28 .003260 80. 80. 80. 1 0 0 .00 231.69 2878.97 1 10JUL00 14:29:38 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELX EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CONAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COPQ NOLEN BLOC BWP BARKA SS ELCHU ELM 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 - SECNO 38620.000 CLASS A IOW FLOW 3420 BRIDGE N.S.= 522.29 BRIDGE VELOCITY. 6.28 CALCULATED CHANNEL AREA- 1784. EGPRS EGLWC H3 QWEIR GLOW BAREA TRAPEZOID ELLC ELTRD WEIRIN AREA .00 523.35 .06 0. 11200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET- 260.000 US FACE E. BOUND I.H.635 38620.000 10.09 522.39 .00 .00 523.35 .96 .07 .00 516.30 11200.0 805.7 9728.0 666.3 68.6 1369.3 57.3 402.4 55.0 516.30 .43 31.75 7.10 11.63 .015 .045 .015 .000 512.30 2647.46 .003342 40. 40. 40. 0 0 0 .00 231.36 2878.82 1490 NH CARD USED • SECNO 38670.000 1530 WARNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1339.0 1846.0 TYPE. 1 TARGET- 507.000 50' V.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KRH) 38670.000 17.60 522.69 .00 .00 523.53 .83 .17 .01 516.00 11200.0 2348.6 8715.3 136.2 558.3 1089.9 41.2 404.2 55.3 517.00 .43 4.21 8.00 3.31 .050 .053 .050 .000 505.09 1538.07 .003379 50. 50. 50. 2 0 0 .00 289.39 1827.46 1490 NH CARD USED •SECTIO 38BB9.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1000.0 1648.0 TYPE- 1 TARGET- 648.000 NDM XSECTI ON - BEGIN BERM(REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) IOJUL00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOS VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH X110BR ITRIAL IDC ICONT CORAR TOPWID ENDST 38889.000 17.98 523.84 .00 .00 524.23 .39 .66 .04 517.00 11200.0 2606.3 3734.6 4859.2 742.3 593.7 1054.5 415.2 57.4 515.00 .45 3.51 6.29 4.61 .053 .060 .050 .000 505.86 1168.64 .002475 268. 219. 216. 2 0 0 .00 479.36 1648.00 1490 NH CARD USED • SECNO 39016.000 1530 KANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1009.0 1782.0 TYPE- 1 TARGET- 773.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39016.000 17.86 524.20 .00 .00 524.57 .37 .34 .00 519.00 11200.0 1277.6 9836.9 85.5 359.6 1957.2 47.1 422.1 59.0 523.00 .45 3.55 5.03 1.82 .050 .057 .050 .000 506.34 1264.39 .003 02 5 183. 127. 70. 0 0 0 .00 517.61 1782.00 1490 NH CARD USED • SECNO 39403.000 1530 MANN INGS N VALUES FOR CHANNEL COMPOSITE➢ EW SECTION ADDED T'O REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39403.000 17.90 525.40 .00 .00 525.58 .19 .99 .02 520.00 11200.0 5253.2 5624.7 322.1 1533.5 1582.8 170.9 444.4 64.3 524.00 .48 3.43 3.55 1.88 .050 .079 .050 .000 50750 3095.98 .002644 278. 387. 216. 2 0 0 .00 1002..75 2098.73 1490 NH CARD USED • SECNO 39768.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39768.000 16.09 525.99 .00 .00 526.15 .16 .57 .00 520.00 11200.0 5319.3 4831.1 1049.6 1714.4 1346.2 570.4 463.2 70.3 523.00 .50 3.10 3.59 1.84 .050 .077 .050 .000 509.90 1155.69 .002209 91. 365. 364. 2 0 0 .00 1480.19 2635.88 1490 NH CARD USED 1 IOJULDO 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB AID B ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTV ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST • SECNO 39900.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39900.000 14.90 526.20 .00 .00 526.42 .22 .25 .02 521.00 11200.0 3775.6 5740.8 1683.6 1411.6 1240.1 824.0 473.1 74.3 521.00 .51 2.67 4.63 2.04 .050 .056 .063 .000 511.30 1233.96 .001938 93. 132. 171. 2 0 0 .DO 1306.24 2540.20 1490 NH CARD USED •SECN0 40208.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40208.000 14.20 526.70 .00 .00 526.83 -13 .40 .01 523.00 11200.0 1 93 9.6 7239.7 2020.8 1195.9 2140.9 1132.6 497.5 82.2 522.00 .54 1.62 3.38 1.78 .050 .057 .060 .000 512.50 1110.40 .001126 203. 308. 280. 2 0 0 .00 1508.19 2618.58 1490 NH CARD USED • SECNO 40408.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40408.000 14.63 526.93 .00 .00 527.03 .30 .20 .00 524.00 11200.0 1063.1 8937.9 1199.1 865.5 3227.3 835.1 516.4 88.4 525.00 .56 1.23 2.77 1.44 .050 .058 .063 .000 512.30 1044.14 .001040 195. 200. 90. 1 0 0 .00 1735.66 2779.81 1490 NH CARD USED • SECNO 40635.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .38 3470 ENCROACHMENT STATIONS- 1000.0 2210.0 TYPE- 1 TARGET. 1210.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 RALFF ASSOCIATES TOPO (KHH) 40635.000 14.70 527.20 .00 .00 527.44 .24 .36 .04 525.00 7900.0 1224.7 5619.9 1055.4 707.9 1289.3 348.4 535.7 96.5 523.00 .58 1.73 4.36 3.03 .050 .070 .061 .000 532.50 1044.65 .003575 258. 227. 207. 1 0 0 .00 1165.35 2210.00 L IDJUL00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB OCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XUJBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED • SECNO 40698.000 3470 ENCROACHMENT STATIONS 1000.0 2280.0 TYPE. 1 TARGET- 1280.000 40698.000 12.46 527.46 .00 .00 527.61 .17 .18 .O1 526.00 7900.0 1038.4 6548.7 312.9 728.5 1874.3 120.6 539.4 98.4 525.00 .58 1.43 3.49 2.59 .050 .057 .050 .000 515.00 1038.58 .002446 76. 63. 42. 2 0 0 .00 1241.42 2280.00 1490 NH CARD USED • SECNO 41138.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.45 END OF A.H.H. CHANNEL IMPROVEMENT DATA (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41138.000 10.01 528.21 .00 .00 528.28 .07 .65 .01 527.00 7900.0 830.2 7065.9 4.0 733.8 3125.2 5.5 566.9 106.3 527.00 .63 1.13 2.26 .72 .050 .057 .050 .000 518.20 1015.95 .001162 105. 440. 309. 2 0 0 .00 1409.13 2425.08 1490 NH CARD USED •SECN0 41340.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .46 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41340.000 9.67 528.37 .00 .00 528.85 .47 .44 .12 526.00 7900.0 1912.7 5987.3 .0 846.9 963.8 .0 580.0 112.1 530.00 .64 2.26 6.21 .00 .050 .054 .000 .000 518.70 1006.51 .005575 200. 202. 350. 3 0 0 .00 1125.17 2131.68 1490 NH CARD USED • SECNO 41471.000 PAGE 24 PAGE 25 PAGE 26 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 1 I0JUL00 14:29:38 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41471.000 11.50 529.20 .00 .00 529.58 .39 .73 .01 526.00 7900.0 4259.2 3633.5 7.3 1290.6 565.7 8.8 584.5 114.5 530.00 .65 3.30 6.42 .84 .050 .068 .050 .000 517.70 1007.64 .007394 87. 131. 133. 3 0 0 .00 1083.80 2113.94 1490 NH CARD USED 'S ECHO 41703.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.55 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41703.000 12.09 530.69 .00 .00 530.82 .13 1.21 .03 529.00 7900.0 4355.4 3397.0 147.6 1527.4 1145.8 117.8 598.8 121.4 532.00 .68 2.85 2.96 1.25 .050 .078 .050 .000 518.60 101.38 .003070 295. 232. 181. 1 0 0 .00 1110.49 2214 1490 NH CARD USED ' SECNO 42040.000 100' DS RADIO RD (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KRH) 42040.000 10.88 531.38 .00 .00 531.52 .14 .70 .00 530.00 7900.0 3411.5 3181.4 1307.1 1375.7 859.9 610.0 615.2 128.2 528.00 .70 2.48 3.70 2.14 .050 .055 .050 .000 520.50 983.89 .002470 171. 337. 344. 3 0 0 .00 1287.74 2271.63 1490 NH CARD USED '$ECHO 42138.000 3265 DIVIDED FLOW DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 42138.000 11.73 531.57 .00 .00 531.74 .17 .21 .01 530.00 7900.0 4097.0 2614.6 1188.5 1804.3 526.3 788.6 621.9 131.6 530.00 .71 2.27 4.97 1.51 .046 .045 .050 .000 519.84 1016.02 .001914 98. 98. 98. 2 0 0 .00 1749.35 3254.83 1 10JUL00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 529.57 , NOT 531.57 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF Low FLOW CONTROLS) SB XK XKOR Co FQ RDLEN BWC BWP BAREA SS ELCHU EL[3M 1.05 2.27 -2.50 .00 8.00 4.00 316.93 4.00 519.85 519.84 ' SECNO 42200.000 3265 DIVIDED FLOW PRESSURE AND WEIR FLOW, Weir Submergence Based m OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 553.45 533.21 .00 7010. 909. 317. 349. 528.71 530.86 1262. US FACE RADIO RD SECT R26 42200.000 11.58 531.52 .00 .00 531.86 .34 .12 .00 530.10 7900.0 3473.5 3470.1 956.4 1657.3 514.1 684.3 626.1 134.0 53010 .31 .71 2.10 6.75 1.40 .065 .045 .070 .000 519.94 1016. .003645 62. 62. 62. 3 0 6 .00 1712.39 3236.17 ' SECNO 42280.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.48 PROFILE SECTION BB - SURVEY SECTION 27 42280. 000 11.24 531.94 .00 .00 531.99 .05 .10 .03 522.00 7900.0 3970.8 752.9 3176.3 2925.4 198.4 2444.0 633.9 137.4 522.50 .73 1.36 3.80 1.30 .065 .045 .070 .000 520.70 774.75 .000595 80. B0. 80. 2 0 0 .00 1973.97 2748.72 ' SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .42 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 8.82 533.72 .00 .00 534.01 .29 1.95 .07 526.80 7900.0 3333.6 2168.3 2398.0 932.8 319.4 1562.6 785.4 198.9 531.90 .85 3.57 6.79 1.53 .065 .045 .070 .000 52490 1413.00 .003306 1800. 2030- 1300. 3 0 0 .00 1593..73 3006.73 1 10JUL00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q OLDS QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XUJBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 45820.000 PROFILE SECTION DO - SURVEY SECTION 29 45820.000 7.23 539.03 .00 .00 539.34 .31 5.32 .00 533.00 7900.0 3948.3 1476.2 2475.4 1277.8 180.7 884.8 858.4 239.4 533.10 .94 3.09 8.17 2.80 .065 .045 .070 .000 531.80 1271.47 .004956 1400. 1620. 1000. 4 0 0 .00 1399.91 2671.38 ' SECNO 47450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.50 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.34 543.43 .00 .00 543.61 .18 4.26 .01 535.80 7900.0 4751.6 1276.0 1872.3 2182.9 190.9 752.9 940.3 280.3 535.40 1.07 2.18 6.68 2.49 .065 .045 .070 .000 532.10 1320.71 .002205 1250. 7630. 1350. 4 0 0 .00 1372.73 2693.43 'SEC10 47540.000 3265 DIVIDED FLOW 100' DS COUNTY LINE RD 47540.000 12:29 543.49 .00 .00 543.83 .33 .16 .05 542.30 7900.0 3071.8 4065.4 762.8 1888.5 646.1 590.6 944.8 282.7 542.20 1.07 1.63 6.29 1.29 .065 .045 .070 .000 531.20 225.02 .002608 10. 90. 200. 2 0 0 .00 1912.44 2137.49 ' SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 1.68 D. S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 13.19 543.89 .00 .00 543.99 .11 .15 .02 541.80 7900.0 3867.1 2894.0 1138.9 3080.8 718.7 1100.7 954.0 287.3 541.70 1.09 1.26 4.03 1.03 .065 .045 .070 .000 530.70 108.85 .000927 100. 100. 100. 2 0 1 0 .00 2084.16 2193.00 10JUL00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 QUJB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLQB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC SPECIAL BRIDGE ICONT CORAR TOPWID ENDST PAGE 27 PAGE 28 PAGE 29 PAGE 30 SB XX XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2 -70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 - SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 4.26 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 5.08 PRESSURE AND WEIR FLOW, Weir Submerge Ce Based m OGEE Shape EGPRS EGLWC N3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLW AREA 558 -98 544.00 .01 3509. 4393- 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT 031 47670.000 17.85 548.55 .00 .00 548.56 .01 4.56 .00 541.80 7900.0 4890.4 1144.9 1864.8 9888.9 1092.2 4313.8 960.9 288.7 541.70 1.10 .49 1.05 .43 .065 .045 .070 .000 530.70 50.00 .000036 30. 30. 30. 0 0 3 .00 2250.00 2300.00 - SECNO 47720 -000 3280 CROSS SECTION 47720.00 EXTENDED 3.95 FEET 50' U.S. COUNTY LINE RD 47720.000 17.55 548.55 .00 .00 548.56 .01 .00 .00 542.10 7900.0 4873.3 1182.3 1844.4 9444.9 1066.3 4098.3 978.1 291.3 542 -00 1.12 .52 1.11 .45 .065 .045 .070 .000 531.00 50.00 .000042 50. 50. 50. 2 0 0 -00 2250.00 2300.00 - SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .87 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .59 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 13.17 548 -57 .00 .00 548.60 .03 .04 .03 543.40 7900.0 2519.8 3316.6 2063.6 3993.9 1861.2 2709.3 1115 -2 315.2 539.10 1.25 .63 1.78 .76 .065 .045 .070 .0DO 535.40 1035.69 .000120 600. 630. 300. 0 0 0 .00 1864.31 2900.00 1 1DJUL00 14:29:38 PAGE 31 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 100 YEARFIS ENCROACHMENT RUN T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 7 495.72 J2 NPROF IPLAT PRFVS XSECV XSECH FN ALLDC IHW CHNIM ITRACE 15 0 -1 1 10JUL00 14:29:38 PAGE 32 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIASS L -BANK ELEV Q OLDS QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XL.OBL XLCH XLIDBR ITRIAL I11C ICONT CORAR TOPWID ENDST -PROF 2 0 CCHV- .100 CEHV. .300 - SECNO 27620 -000 2800 NAT Q1- 2117.56 WSELK- 495.60 ENC 01- 2117.56 WSEL- 496.00 RATIO- .0000 MAT Q1- 2338. RATIOS LAB, CH, ROB- .2927 .6829 .0244 WSEL- 496.00 7470 ENCROACHMENT STATIONS- 1548.1 1992.0 TYPE- 4 TARGET- .094 .---- NOTE:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH 'IS ..... STARTING WSEL FROM KIM.EY HORN PIS UPDATE MAY 1990 27620.000 20.22 495.72 .00 495.60 496.68 .96 .00 .00 494.80 10500.0 2470.0 8030.0 .0 927.1 903 -0 .0 .0 .0 489.00 .00 2.66 8.89 .00 .065 .045 .000 .000 475.50 1548.08 .003027 50- 50. 50. 0 0 0 .00 443.92 1992.00 CCHV. .100 CEHV- .300 - SECNO 30130.000 2800 NAT QI- 1653.56 WSELK- 502.18 ENC Q1- 1653.56 WSEL- 502.58 RATIO- .0000 NAT Q1- 1774. RATIOS LOB, CH, ROB- .4415 .5580 .0005 WSEL- 502.58 3470 ENCROACHMENT STATIONS- 2094.5 2222.0 TYPE- 4 TARGET- .068 PROFILE SECTION T - SURVEY SECTION 19 30130.000 19.23 502.93 .00 502.18 504.05 1.12 7.31 .05 492.30 30500.0 4378.4 6121.6 .0 756.2 613.6 .0 74.6 11.6 501.90 .07 5.79 9.98 .00 .065 .045 .000 .000 483.70 2094.49 .003623 1600. 2510. 2000. 2 0 0 -00 127.51 2222.00 CCHV- .300 CEHV- .500 - SECNO 30189.000 3470 ENCROACHMENT STATIONS- 2155.5 2245.5 TYPE- 2 TARGET- 90.000 30189.000 16.14 502.94 .00 502.14 504.48 1.54 .23 -21 100000.00 10500.0 .0 10500.0 -0 .0 1053.4 .0 76.2 11.8 100000.00 .08 .00 9.97 .00 .000 .045 .000 .000 486.80 2155.50 .004044 59. 59. 59. 2 0 0 .00 90.00 2245.50 - SECNO 30190.000 BTCARD, BRIDGE STENCL- 2155 -50 STENCR- 2245.50 3 10JUL00 14:29:38 PAGE 33 SECNO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS L -BANK ELEV Q QLOH QCH QROB Ai.OB ACH AROB VOL TWA R -BANK ELEV TIME VLOS VCH VROB XHL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT COP" TOPWID ENDST 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .48 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 3470 ENCROACHMENT STATIONS- 2155.5 2245.5 TYPE- 2 TARGET- 90 -000 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS-SOUTHWESTERN R.R. 30190.000 16.00 502.80 .00 501.97 504.64 1.84 .01 .15 100000.00 10500.0 .0 10500.0 .0 .0 965.1 .0 76.3 11.8 100000.00 .08 .00 10.88 .0D .000 .045 .000 .000 486.80 2155.50 .017617 1- 1. 1. 12 0 0 .00 84.00 2245.50 -SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 3470 ENCROACHMENT STATIONS- 2155.5 2245.5 TYPE- 2 TARGET- 90.000 30200.000 16.29 503.09 .00 502.40 504.84 1.75 .17 .03 100000.00 10500.0 .0 10500.0 .0 .0 989.3 .0 76.5 11.8 100000.00 .08 .00 10.61 .00 .000 .045 .000 .000 486.80 2155.50 .016574 30. 30. 30- 2 0 0 .00 84.00 2245.50 - SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.19 3470 ENCROACHMENT STATIONS. 2155.5 2245.5 TYPE- 2 TARGET- 90.000 30201.000 16.76 503.56 .00 502.98 504.95 1 -39 .01 .11 100000.00 10500.0 .0 10500.0 .0 .0 1109.6 .0 76.5 11.8 100000.00 .08 .00 9.46 .00 .000 .045 .000 .000 486.80 2155.50 .003457 1. 1. 1. 2 0 0 .00 90.00 2245.50 1 10JUL00 14:29:38 PAGE 34 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OL.OSS L -BANK ELEV 0 QLAB QCH QROB AL.OB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICDNT CORAR TOPWID ENDST CCRV- .100 CENV. .300 • SECNO 30250.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 2067.0 2222.0 TYPE- I TARGET- 155.000 30250.000 20.63 504.43 .00 504.02 505.15 .72 .13 . 07 992.90 10500.0 4980 .4 5519.6 .0 1037.4 672.7 .0 78.1 1 .07 100000.00 .08 4.80 8.21 .00 .065 .045 .000 .000 48 2067.00 .002242 49. 49. 49. 2 0 0 155.00 2222.00 ' SECNO 31310.000 .00 3470 ENCROACHMENT STATIONS- 1734.0 1920.0 TYPE. 1 TARGET- 186.000 31310.000 18.76 506.56 .00 506.15 507.15 .59 1.99 .01 990.70 10500.0 6086.4 4413.6 .0 1198.5 594.5 .0 112.8 15.2 100000.00 .12 5.08 7.42 .00 .065 .045 .000 .000 487.80 1734.00 .002192 750. 1060. 500. 2 0 0 .00 180.55 1914.55 ' SECNO 31480.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .52 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 509.10 MAX ELLC. 506.10 3470 ENCROACHMENT STATIONS- 1000.0 2700.0 TYPE. 1 TARGET. 1700.000 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 18.91 506.91 .00 506.44 507.92 1.01 .64 .13 509.30 10500.0 .0 10500.0 .0 .0 1300.0 .0 318.8 35.7 509.10 .13 .00 8.08 .00 .000 .045 .000 .000 488.00 1795.95 .008085 170. 170. 170. 2 0 0 -96.70 119.05 1915.00 • SECNO 31500.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 509.10 MAX ELLC. 506.10 1 10JUL00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QwB OCH QROS ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS. 1000.0 2700.0 TYPE- 1 TARGET- 1700.000 31500.000 19.07 507.07 .00 506.60 508.08 1.01 .16 .00 509.10 10500.0 .0 10500.0 .0 .0 1300.0 .0 119.4 15.8 50910 .13 .00 8.08 .00 .000 .045 .000 .000 988.00 1795..11 .008085 20. 20. 20. 2 0 0 - 115.55 319.32 1915.00 ' SECNO 31550.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.30 3470 ENCROACHMENT STATIONS- 1666.0 1920.0 TYPE- 1 TARGET- 254.000 31550.000 19.69 507.89 00 507-48 508.29 .41 .15 .06 491.10 10500.0 6396.3 4103.7 .0 1560.7 643.3 .0 121.4 16.0 100000.00 .13 4.10 6.38 .00 .065 .045 .000 .000 488.20 1666.00 .001530 50. 50. 50. CCHV. .100 CEHV- .300 2 0 0 .00 250.47 1916.47 ' SEINO 31750.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.99 3470 ENCROACHMENT STATIONS. 1000.0 1268.0 TYPE- I TARGET. 268.000 HALFF ASSOC. SURV. SECN. AA 31750.000 19.63 508.27 .00 507.79 508.45 .18 .13 .02 559.60 30500.0 .0 10500.0 .0 .0 3065.9 .0 133.2 17.1 100000.00 .14 .00 3.42 .00 .000 .045 .000 .000 988.69 1005.61 .000385 180. 200. 220. 2 0 0 246.82 1252.44 •SEINO 327a 0.000 .00 3470 ENCROACHMENT STATIONS. 1000.0 1293.5 TYPE. 1 TARGET- 293.500 HALFF ASSOC. SURV. SECN. BB 32790.000 15.62 508.69 .00 508.26 508.90 .22 .44 .01 561.47 10500.0 .0 10500.0 .0 .0 2818.0 .0 200.0 22.8 100000.00 .22 .00 3.73 .00 .000 .045 .000 .000 493.07 1011.73 .000524 990. 990. 990. 1 2 0 0 .00 253.76 1265.49 10JULOO 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -RANK ELEV Q OLDS QCH OROS ALOE ACH ARDS VOL TWA R -BANK ELEV TIME VI.OB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XI.OBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SECNO 34045.000 3470 ENCROACHMENT STATIONS. 1000.0 1351.0 TYPE. 1 TARGET- 351.000 HALFF ASSOC. SURV. SECN. CC 34045.000 16.35 509.45 .00 509.11 509.69 .29 .78 .O3 568.50 10500.0 .0 10500.0 .0 .0 2649.6 .0 281.9 30.6 100000.00 .31 .00 3.96 .00 .000 .045 .000 .000 993.10 1033.58 .000690 1305. 1305. 1305. 2 0 0 265.99 1299.57 • SEINO 34370.000 .00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 3470 ENCROACHMENT STATIONS- 1000.0 1334.0 TYPE- 1 TARGET. 334.000 HALFF ASSOC. SURV. SECN. DD 34330.000 11.55 509.62 .00 509.30 510.02 .40 .28 .05 568.23 10500.0 .0 10500.0 .0 .0 2077.0 .0 297.4 32.3 100000.00 .33 .00 5.06 .00 .000 .045 .000 .000 49807 1035.53 .001487 285. 285. 285. 0 0 0 260..04 1295.55 • SECNO 34870.000 .00 3470 ENCROACHMENT STATIONS- 1000.0 1332.0 TYPE- 1 TARGET- 332.000 HALFF ASSOC. SURV. SECN. EE 34870.000 9.23 510.49 .00 510.28 510.98 .49 .94 .03 569.25 10500.0 .0 10500.0 .0 .0 1875.4 .0 321.9 35.5 300000.00 .35 .00 5.60 .00 .000 .045 .000 .000 501.26 1033.44 .002043 540. 540. 540. 2 0 0 255.68 1289.11 ' SECNO 35450.000 .00 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 3470 ENCROACHMENT STATIONS- 1000.0 1302.0 TYPE- 1 TARGET. 302.000 HALFF ASSOC. SURV. SECN. FF MOVED 120' D.S. TO FACE FREEPORT PKWY 35450.000 10.75 511.65 .00 511.53 512.15 .51 1.17 .01 514.20 305D0.0 .0 10500.0 .0 .0 1839.6 .0 346.6 38.8 100000.00 .38 .00 5.71 .00 .000 .045 .000 .000 500.90 1030.39 .001994 580. 580. 580. 2 0 0 .00 239.29 1269.64 10JUL00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLDB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XLOSR ]TRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 520.30 MAX ELLC. 514.10 3470 ENCROACHMENT STATIONS- 1000.0 1302.0 TYPE. 1 TARGET- 302.000 HALFF ASSOC. SURV. SECN. FF U.S. PACE FREEPORT PKWY 35570.000 11.01 511.91 .00 511.81 512.38 .47 .23 .00 514.20 10500.0 .0 10500.0 .0 .0 1902.9 .0 351.8 39.4 100000.00 .39 .00 5.52 .00 .000 .045 .000 .000 50090 1029.58 .001798 120. 120. 120. 2 0 0 240..85 1270.43 ' SEINO 35770.000 .00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 PAGE 35 PAGE 36 PAGE 37 3470 ENCROACHMENT STATIONS- 1000.0 1316.0 TYPE- 1 TARGET- 316.00( 35770.000 12.38 513.19 .00 512.10 513.04 .BS .54 11200.0 .0 11200.0 .0 .0 1513.8 .0 359.6 .39 .00 7.40 .00 .000 .045 .000 .000 .004391 200. 200. 200. 2 0 0 .00 -SECNO 35970.000 CHIMP CLSTA- 1131.00 CELCH- 503.20 BIN- 180.00 STCHL. 1000.00 STCHR. CHIMP CLSTA- 1131.00 CELCH- 501.20 SW. 20.00 STCHL- 1000.00 STCHR- EXCAVATION DATA AEX- 1557.1SQ -FT VEXR- .OK'CU-YD VEXT- .OK•CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.97 3470 ENCROACHMENT STATIONS- 1000.0 1264.9 TYPE- 1 TARGET- 264.90 HALPF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NATURAL CHANNEL)- - --APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL 35970.000 11.84 513.04 .00 512.99 513.48 .43 .40 11200.0 .0 11200.0 .0 .0 2118.7 .0 368.0 .40 .00 5.29 .00 .000 .040 .000 .000 .001127 200. 200. 200. 2 0 0 .00 10 00 14:29:38 SECNO DEPTH CKSEL CRIWS WSELK EG HV RL Q QLOB QCR OR OB AWB ACR ARCS VOL TIME VLOB VCH VROB XNL XNCH XRR WTN SLOPE XIOBL XLCH XL CO OBR ITRIAL IDC ICONT CORAR CCHV. .300 CEHV- .500 -SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH- 503.42 BW- 120.00 STCHL. 1060.33 STCHR- CHIMP CLSTA- 1166.00 CELCH- 501.42 BW- 20.00 STCHL- 1060.33 STCHR- EXCAVATION DATA AEX- 1101.7SQ -FT VEXR- 4.9K'CU -YD VEXT. 4.9K-CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO a .67 3470 ENCROACHMENT STATIONS- 1000.0 1300.0 TYPE- 1 TARGET- 300.000 36070 -36140 MOVED 70' D.S. HALPF ASSOC. SURV. SECN. -A' (1- 29 -85) BAP EXTENDED FROM TOPO 36070.000 11.56 512.98 .00 512.92 513.87 .89 .16 11200.0 .0 11200.0 .0 .0 1477.1 .0 372.1 .41 .00 7.58 .00 .000 .040 .000 .000 .002534 130. 100. 60. 2 0 0 .00 -SECNO 36360.000 CHIMP CLSTA. 1145.00 CELCH- 504.00 BW- 120.00 STCHL- 1036.40 STCHR- CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL- 1036.40 STCHR- EXCAVATION DATA AEX- 3532.7SQ -FT VEXR- 14.lK'CU -YD VEXT- 19.IX -CU -YD 3470 ENCROACHMENT STATIONS- 1000.0 1245.0 TYPE. 1 TARGET- 245.000 HALPF ASSOC, SURV. SECN. 'B' (1- 29 -85) BAP 36360.000 11.63 513.63 .00 533.59 514.51 .88 .63 11200.0 .0 11200.0 .D .0 1487.7 .0 381.9 .42 .00 7.53 .00 .000 .035 .000 .000 .001900 290. 290. 290. 2 0 0 .00 -SECNO 38220.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL. 1031.36 STCHR- EXCAVATION DATA AEX- 658.49Q -FT VEXR- 1.6K -CU -YD VEXT- 20.7K•CU -YD 1 I OJUL00 14:29:38 SECNO DEPTH CWSEL CRINS WSELK EG Q QLOB QCH QROB ALOB ACE TIME VL1DB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 3301 NV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 1000.0 1250.0 TYPE - BEGIN CONCRETE LINING 38220.000 8.89 512.89 .00 512.84 515.3' 11200.0 .0 11200.0 .0 .0 89013 .42 .00 12.58 .00 .000 .01' .001087 40. 40. 40. 3 C -SECNO 38232.000 .11 570.91 40.6 100000.00 499.81 1034.76 240.18 1274.93 126990 . 1264.90 0 .04 566.87 41.7 100000.00 501.20 1031.47 239.07 1 250 .53 PAGE 38 OLOSS L -BANK ELEV TWA R -BANK ELEV EIMIN SSTA TOPWID ENDST 1266.15 1266.15 .23 518.64 42.1 516.80 50142 1077.33 177.. 35 1254.67 1245.00 1245.00 00 s20.20 43.3 100000.00 502.00 1056.15 177.71 1233.85 1131.61 PAGE 39 HV HL OIASS L -BANK ELEV ARDS VOL TWA R -BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 1 TARGET- 250.000 2.46 .06 .79 SI8.30 .0 383.0 43.1 515.47 .000 .000 509.00 1031.41 0 .00 100.18 1131.59 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 65 8.4SQ -FT VEXR- .3K•CU -YD VEXT- 21.OK•CU-YD 3470 ENCROACHMENT STATIONS- 1000.0 1250.0 TYPE- 1 TARGET- 250.000 BOTTOM OF 6.5' DROP STRUCTURE 38232.000 8.92 512.92 .00 512.87 515.37 2.45 .01 .00 518.10 11200.0 .0 11200.0 .0 .0 892.0 .0 383.3 43.5 515.47 .42 .00 12.56 .00 .000 .015 .000 .000 504.00 1031.41 .001080 12. 12. 32. 0 0 0 .00 100.1E 1131.59 'SECNO 38235.000 CRIMP CLSTA- 1081.50 CELCH- 510.50 BW. 100.00 STCHL- 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX- 7.1SQ -FT VEXR- .OK'CU -YD VEXT- 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 3021.5 1141.5 TYPE - ELENCL- 525.00 EI,ENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 7.29 517.79 517.79 517.79 521.41 11200.0 .0 11156.6 43.4 .0 729.8 .42 .00 15.29 1.97 .000 .015 .001962 3. 3. 3. 20 15 21. OK'CU-YD TARGET- 120.000 3.62 .00 .58 518.09 22.0 383.3 41.5 515.47 .050 .000 510.50 1031.43 0 .00 110.07 1143.50 IOJUL00 14:29:38 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OIASS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XHL XNCH XNR WTN ELMIN SSTA SIAPE XIABL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECNO 38255.000 CHIMP CLSTA. 1081.50 CELCH- 510.50 BW- 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA AEX= 111.OSQ -FT VEXR- .OI'CU -YD VEXT- 21.IK -CU -YD 3280 CROSS SECTION 38255.00 EXTENDED .57 FEET 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE- 1 TARGET- 150.000 ELENCL- 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALPF ASSOC. SUIRV. SECN. 38255.000 10.47 520.97 517.65 520.97 522.17 1.21 .04 .72 525.00 11200.0 .0 10938.9 261.1 .0 1229.2 73.7 383.8 43.5 515.70 .42 .00 8.90 3.54 .000 .035 .050 .000 510.50 1006.50 PAGE 40 .002391 20. 20. 20. 23 5 0 .00 150.00 1156.50 .SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH- 510.50 BH- 45.00 STCRL- 2630.00 STCHR- 2890.00 EXCAVATION DATA AEX- 259.2SQ -FT VEXR- .4K -CU-YD VEXT- 21.SK•CU -YD 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE- 1 TARGET. 260.000 APPROXIMATE CITY LIMITS OF COPPELL 38315.000 11.46 521.96 .00 521.96 522.48 .52 .10 .21 571.75 11200.0 .0 11200.0 .0 .0 1937.3 .0 386.0 43.8 100000.00 .42 .OD 5.78 .00 .000 .035 .000 .000 510.50 2630.00 .007297 60. 60. 60. 3 0 0 .00 260.00 2890.00 CCHV. .100 CEHV. .300 - SECNO 38380.D00 1 10JUL00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV PAGE 41 Q QLOB QCH QROB ALOB ACH ARON VOL TNA R -BANK ELEV TIME VLOB VCH VROB XML XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .66 3470 ENCROACHMENT STATIONS- 2660.0 3500.0 TYPE- 1 TARGET- 840.000 DS FACE W BOUND I. H. 635 1'n' Values, Channel Stations and enCroaCh -ts have been CorreCted through 635 by A.N.H.) 38380.000 10.41 521.81 .00 521.84 522.72 .91 .12 .12 515.40 11200.0 639.6 9841.0 719.5 50.6 1431.0 63.5 388.6 44.2 515.40 .43 12.64 6.88 11.32 .015 .045 .015 .000 511.40 2660.00 .002953 65. 65. 65. 2 0 0 .00 219.83 2879.83 SPECIAL BRIDGE SB XK XXOR COFQ RDLEN BWC BHP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 - SECNO 38420.000 CLASS A LOLL FLOW 3420 BRIDGE W.S.. 521.78 BRIDGE VELOCITY. 5.71 CALCULATED CHANNEL AREA. 1961. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRIN AREA .00 522.79 .05 0. 11200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2660.0 3400.0 TYPE- 1 TARGET. 740.000 U.S. FACE W. BOUND IH 635 38420.000 10.36 521.86 .00 521.89 522.79 .93 .07 .00 515.50 11200.0 638.2 9848.5 713.3 50.1 - 1421.9 62.6 390.1 44.4 515.50 .43 12.73 6.93 11.39 .015 .045 .015 .000 511.50 2660.00 .003021 40. 40. 40. 0 0 0 .00 219.68 2879.68 • SECNO 38500.000 3470 ENCROACHMENT STATIONS. 2670.0 2870.0 TYPE. 1 TARGET- 200.000 VALLEY SECT BTWN I.H. 635 BRIDGES 38500.000 10.29 522.09 .00 522.11 523.08 .99 .27 .02 515.80 11200.0 .0 10553.8 646.2 .0 1408.8 46.8 392.8 44.8 515.80 .43 .00 7.49 13.82 .000 .045 .015 .000 511.80 2670.00 .003736 80. 80. 80. 1 0 0 .00 200.00 1870.00 1 1O1TUL00 14:29A8 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV PAGE 92 Q QLOS QCH OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB X14L XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2670.0 2870.0 TYPE- 1 TARGET- 200.000 DS FACE E. BOUND I.H.635 38580.000 10.17 522.37 .00 522.32 523.40 1.03 .31 .01 516.20 11200.0 .0 10561.0 639.0 .0 1383.6 45.4 395.5 45.1 516.20 .43 .00 7.63 14.06 .000 .045 .015 .000 512.20 2670.00 .003969 80. 80. 80. 1 0 0 .00 200.00 2870.00 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 -SECNO 38620.000 CLASS A LOW FLAW 3420 BRIDGE W.S.. 522.33 BRIDGE VELOCITY- 6.24 CALCULATED CHANNEL AREA- 1793. EGPRS EGLWC H3 OWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 523.40 .07 0. 11200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2650.0 3390.0 TYPE- 1 TARGET- 740.000 US FACE E. BOUND I.N.635 38620.000 10.14 522.44 .00 522.39 523.40 .96 .00 .00 516.30 11200.0 842.2 9687.2 670.6 68.7 1379.1 58.2 396.8 45.3 516.30 .43 12.25 7.02 11.51 .015 .045 .015 .000 512.30 2650.00 .D03236 40. 40. 40. 0 0 0 .00 228.98 2878.98 1490 NH CARD USED • SECNO 38670.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1550.0 1820.0 TYPE- 1 TARGET. 270.000 50' U.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 38670.000 17.67 522.76 .00 522.69 523.58 .82 .16 .01 516.00 11200.0 2412.7 8680.6 106.6 566.6 1096.2 30.7 398.6 45.6 517.00 .44 4.26 7.92 3.48 .050 .053 .050 .000 5 05 .09 1550.00 .003289 50. 50. 50. 2 0 0 .00 270.00 1820.00 1 10JUL00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV PAGE 43 Q QLOS QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED - SECNO 38889.000 153 0 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1260.0 1567.0 TYPE- 1 TARGET- 307.000 NOM XSECTI ON - BEGIN BERM(REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 38889.000 17.93 523.79 .00 523.84 524.33 .54 .73 .03 517.00 11200.0 2312.3 4129.3 4758.4 550.3 591.6 860.0 408.5 47.2 515.00 .45 4.20 6.98 5.53 .054 .060 .050 .000 505.86 1260.00 .003063 268. 219. 216. 2 0 0 .00 307.00 1567.00 1490 NH CARD USED - SECNO 39016.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS. 1400.0 1720.0 TYPE. 1 TARGET- 320.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39016.000 17.96 524.30 .00 524.20 524.72 .42 .38 .01 519.00 11200.0 921.2 10278.8 .0 210.8 1946.2 .0 414.5 48.1 100000.00 .45 4.37 5.28 .00 .050 .057 .000 .000 506.34 1400.00 .003109 183. 127. 70. 2 0 0 .00 320.00 1720.00 1490 NH CARD USED •SECNO 39403.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1680.0 1972.0 TYPE- 1 TARGET. 292.000 EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39403.000 18.25 525.75 .00 525.40 526.23 .47 1.49 .02 520.00 11200.0 2534.1 8665.9 .0 392.2 1660.5 .0 432.5 50.7 100000.00 .47 6.46 5.22 .00 .050 .079 .000 .000 507.50 1680.00 .005406 278. 387. 216. 2 0 0 .00 292.00 1972.00 1490 NH CARD USED •SECNO 39768.000 1 10 00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLO55 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 XIgBL XLCH XLDBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1530 MANN INGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.54 3470 ENCROACHMENT STATIONS- 1700.0 2103.0 TYPE- 1 TARGET- 403.000 PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39768 .000 17-00 526.90 .00 525.99 527.16 .26 .92 .02 520.00 11200.0 4938.8 5855.4 405.8 1121.7 1498.0 127.1 447.8 52.8 523.00 .49 4.40 3.91 3.19 .050 .077 .050 .000 SD9.90 1700.00 .002273 91. 365. 364. 1 0 0 .00 403.00 2103.00 1490 NH CARD USED •SECNO 39900.000 3470 ENCROACHMENT STATIONS- 1700.0 2200.0 TYPE- 1 TARGET- 500.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 39900.000 15.85 527.15 .00 526.20 527.39 .24 .22 .00 521.00 11200.0 3863.0 6163.9 1173.1 1150.6 1387.1 502.7 455.8 54.0 521.00 .50 3.36 4.44 2.33 .050 .057 .074 .000 511.30 1700.00 .001584 93. 132. 171. 2 0 0 .00 500.00 220 0. 00 1490 NH CARD USED •SECNO 40208.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1700.0 2300.0 TYPE- 1 TARGET- 600.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40208.000 15.09 527.59 .00 526.70 527.74 .16 .35 .01 523.00 11200.0 1796.5 8238.7 1164.8 784.6 2390.0 471.4 476.8 57.3 522.00 .52 2.29 3.45 2.47 .050 .057 .050 .000 512.50 1700.00 .001011 203. 308. 280. 2 0 0 .00 600.00 2300.00 1490 NH CARD USED •SECNO 40408.000 1 20 00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1530 WARNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS= 1720.0 2320.0 TYPE- 1 TARGET- 600.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40408.000 15.52 527.82 .00 526.93 527.95 .13 .20 .00 529.00 11200.0 655.7 30544.1 .0 314.1 3641.0 .0 493.6 59.9 100000.00 .54 2.09 2.90 .00 .050 .061 .000 .000 512.30 1720.00 .001038 195. 200. 90. 2 0 0 .00 600.00 2320.00 1490 NH CARD USED •SECN0 40635.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .46 3470 ENCROACHMENT STATIONS- 1800.0 2210.0 TYPE= 1 TARGET- 410.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40635.000 15.58 528.08 .00 527.20 528.30 .22 .32 .03 525.00 7900.0 722.9 5806.2 1370.9 254.9 1466.0 453.7 509.7 62.5 523.00 .56 2.84 3.96 3.02 .050 .070 .060 .D00 512.50 1800.00 .002487 258. 227. 207. 2 0 0 .00 410.00 2210.00 1490 NH CARD USED •SECNO 40698.000 3470 ENCROACHMENT STATIONS- 1800.0 2280.0 TYPE. 1 TARGET. 480.000 90698.000 13.26 528.16 .00 527.46 528.93 .17 .13 .00 526.00 7900.0 67.8 7400.5 431.7 33.8 2207.3 159.9 512.9 63.2 525.00 .57 2.01 3.35 2.70 .050 .058 .050 .000 515.00 1800.00 .001659 76. 63. 42. 2 0 0 .00 480.00 2280.00 1490 NH CARD USED •SECN0 41138.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1900.0 2430.0 TYPE- 1 TARGET- 530.000 END OF A.H.N. CHANNEL IMPROVEMENT DATA (REVISED FOR THIS I 30JUL00 14:29:38 MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41138.000 10.73 528.93 .00 528.21 529.03 .10 .59 .01 100000.00 7900.0 .0 7886.8 13.2 .0 3044.9 13.9 540.1 68.1 527.00 .61 .00 2.59 .95 .000 .060 .050 .000 518.20 1900.00 .001044 105. 440. 309. 2 0 0 .00 530.00 2430.00 1490 NH CARD USED •SECNO 41340.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .48 3470 ENCROACHMENT STATIONS- 1750.0 2304.0 TYPE- 1 TARGET- 554.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41340.000 10.35 529.05 .00 528.37 529.53 .48 .38 .11 526.00 7900.0 1432.1 6466.8 1.1 426.2 1087.3 S. 550.7 70.7 530.00 .62 3.36 5.95 .20 .050 .055 .070 .000 538.70 1750.00 .004527 200. 202. 350. 2 0 0 .00 493.45 2261.31 1490 NH CARD USED •SECN0 41471.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1600.0 2100 .0 TYPE- 1 TARGET. 500.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41471.000 11.99 529.69 .00 529.20 530.25 .57 .70 .03 526.00 PAGE 44 PAGE 45 PAGE 46 7900.0 3568.2 4280.9 50.9 766.9 609.9 26.5 554.5 71.9 530.00 .63 4.65 7.02 1.92 .050 .067 .050 .000 517.70 160000 87, .008182 87. 131. 133. 2 0 0 491.50 2100. .00 1990 NN CARD USED .00 41703.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.53 3470 STATIONS- 1330.0 1940.0 TYPE- 1 TARGET. 610.000 , 3470 IOJUL00 14:29:38 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KKK) 41703.000 12.83 531.43 .00 530.69 531.61 .18 1.32 .04 529.00 7900.0 3319.2 4580.8 .0 989.2 1321.0 .0 565.7 75.3 100000.00 .65 3.36 3.47 .00 .050 .078 .000 .000 518.60 1330.00 .003473 295. 232. 0 181. 2 0 10. 6 00 1940.00 1490 NH CARD USED .00 • SECNO 42040.000 3280 CROSS SECTION 42040.00 EXTENDED .07 FEET 3470 ENCROACHMENT STATIONS- 1310.0 1910.0 TYPE. 1 TARGET. 600.000 300' DS RADIO RD (REVISED FOR THIS MODEL PER 2 -2000 HALF, ASSOCIATES TOPO (KHH) 42040.000 11.72 532.22 .00 531.38 532.42 7900.0 2680.4 4162.7 1056.9 915.0 1014.9 .21 306.6 .80 .01 579.6 78.7 530.00 528.00 .67 2.93 4.10 3.45 .050 .056 .050 .000 520.50 1310.00 .002502 171. 337. 344. 3 0 0 600 00 1490 NN CARD USED .00 . 10. 91 00 • SECNO 42138.000 3470 ENCROACHMENT STATIONS. 1510.0 2100.0 TYPE. 1 TARGET. 590.000 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 42138.000 12.52 532.36 .00 531.57 532.72 .36 .25 53000 7900.0 4015.1 3655.2 229.7 1252.3 589.3 89.6 .OS 58 4.3 80.0 530..00 .68 3.21 6 -20 2.56 .045 .045 .050 .000 519.84 1510.00 .002566 98. 98. 98. 2 0 0 590.00 2100.00 SPECIAL BRIDGE .00 5227 DOWNSTREAM ELEV IS 529.57 , NOT 532.36 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) SB XK XXOR COPQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 8.00 4.00 316.93 4.00 519.85 • SECNO 42200.000 519.84 6870 D.S. ENERGY OF 532.72 IS HIGHER THAN COMPUTED ENERGY OF 532.55 PRESSURE AND WEIR FLOW, Weir SAhmergmce Based m OGEE Shape 1 IDJULOO 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HN HL OLOSS L -BANK ELEV Q GLOB OCH OROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VL.OB VCH VROS XNL XNCH XNR WIN ELMIN SSTA SHAPE XLOBL XL.CHf XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN 554.29 533.39 .00 7176. 733. 317. AREA 349. 528.71 530.86 1308. 3470 ENCROACHMENT STATIONS- 1390.0 2100.0 TYPE- 1 TARGET- 710.000 US FACE RADIO RD SECT 026 42200.000 12.39 532.33 .00 531.52 532.72 .39 .00 530.10 7900.0 3866.8 3869.4 163.8 1583.2 579.6 85.0 .00 587.3 80.9 530.10 .68 2.49 6.68 1.93 .065 .045 .070 .000 519.94 1390.00 .003079 62. 62. 62. 2 0 B 710.0 0 ` SECNO 42280.000 .00 2100.00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 2.06 3470 ENCROACHMENT STATIONS. 1510.0 2200.0 TYPE. I TARGET- 690.000 PROFILE SECTION BB - SURVEY SECTION 27 42280.000 12.06 532.76 .00 531.94 532.85 522.00 7900.0 3190.7 935.8 3773.5 1511.5 214.0 .09 2034.1 .10 .03 592.8 82.2 522.50 .69 2.11 4.37 1.86 .065 .045 .070 .000 520.70 1510.00 .000713 80. 80. 80. 2 0 0 690.00 • SECNO 44200.000 .00 2200.00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .49 3470 ENCROACHMENT STATIONS- 1620.0 2200.0 TYPE. 1 TARGET. 580.000 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 9.79 534.69 .00 533.72 535.07 .38 2.13 526.80 7900.0 3365.0 2528.4 2006.6 785.7 363.6 982.4 .09 698.7 104.0 531.90 .79 4.28 6.95 2.04 .065 .045 .070 .000 524.90 1620.00 .002918 1800. 2030. 1300. 2 0 0 580.00 • SECNO 45820.000 .00 2200.OD 1 10JUL00 14:29:38 S ECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV O 01A9 OCH OROB AIAB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SHAPE XIABL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS. 1858.5 2488.5 TYPE- 2 TARGET- 630.000 PROFILE SECTION DO - SURVEY SECTION 29 45820.000 7.64 539.44 .00 539.03 539.79 .35 4.72 533.00 7900.0 3677.3 1528.8 2693.9 953.7 191.8 878.6 .00 758.4 120.4 533.10 .88 3.86 7.97 3.07 .065 .045 .070 .000 531.80 1858.50 .004353 1400. 1620. 1000. 3 0 0 630.00 2488.50 ` SECNO 47450.000 .00 3470 ENCROACHMENT STATIONS. 2109.0 2609.0 TYPE- 2 TARGET- 500.000 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 12.01 544.11 .00 543.43 544.44 .33 4.65 535.80 7900.0 3571.7 1602.1 2726.3 1018.5 204.6 881.9 .00 821.4 137.4 535.90 .97 3.51 7.83 3.09 .065 .045 .070 .000 532. 10 2109. 00 .002758 1250. 1630. 1350. 2 0 0 500.00 2609 • SECNO 47540.000 .00 .0 0 3470 ENCROACHMENT STATIONS- 1226.0 1876.0 TYPE- 2 TARGET- 650.000 100' DS COUNTY LINE RD 47540.000 13.01 544.21 .00 543.49 544.79 7900.0 1394.3 5205.5 1300.1 632.8 703.3 .58 635.4 .28 .08 826.0 138.8 542.30 542.20 .97 2.20 7.40 2.05 .065 .045 .070 .000 531.20 1226.00 .003224 10. 90. 200. 2 0 0 650.00 • SECNO 47640.000 .00 1876.00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.98 3470 ENCROACHMENT STATIONS- 996.0 2106.0 TYPE- 2 TARGET- 1110.000 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 14.16 544.86 .00 547.89 544.99 .12 .IS 541.80 7900.0 2674.8 3243.2 1982.0 1784.8 196.9 1543.4 .05 833.0 140.8 541.70 .98 1.50 4.07 1.28 .065 .045 .070 .000 530.70 996.00 .000825 100. 100. 100. 2 0 0 .00 1110.00 2106.00 IOJUL00 14:29:38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIASS L -BANK ELEV O QLOB QCH QROB AL.OB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XML XNCH XNR WTN ELMIN SSTA PAGE 47 PAGE 48 PAGE 49 PAGE 50 SLOPE XI.OBL XLCH XwBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COPQ RDLEN BWC BWP BARFA SS ELCHU ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 • SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 3.24 PEEP 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OP ACCEPTABLE RANGE, KRATIO . 2.80 PRESSURE AND WEIR FLOW, Weir Sub-e Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 559.96 544.99 .01 3785. 4117. 417. 416. 540.40 541.70 80. 3470 ENCROACHMENT STATIONS. 1091.0 2061.0 TYPE- 2 TARGET- 1020.000 U.S. FACE COUNTY LINE RD SECT 831 47670.000 18.24 548.94 .00 548.55 548.96 .02 3.98 .00 541.80 7900.0 3155.1 2051.6 2693.3 3537.6 1123.0 3351.9 837.2 141.5 541.70 .99 .89 1.83 .80 .065 .045 .070 .000 530.70 1041.00 .000105 30. 30. 30. 2 0 3 .00 1020.00 2061.00 ' SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 2.64 FEET 3470 ENCROACHMENT STATIONS- 1113.5 1988.5 TYPE- 2 TARGET- 875.000 50' U.S. COUNTY LINE RD 47720.000 17.99 548.94 .00 548.55 548.97 .03 .O1 .00 542.10 7900.0 2939.2 2344.3 2616.6 2862.9 1097.3 2784.1 845.6 142.6 542.00 3.00 1.03 2.14 .94 .065 .045 .070 .000 531.00 3113.50 .000148 50. 50. 50. 2 0 0 .00 875.00 1988.50 • SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED 1.27 FEET 1 IOJUL00 14:29:38 PAGE 51 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL OLDSS L -BANK ELEV Q QLOB QCN OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .56 3470 ENCROACHMENT STATIONS. 2095.0 2335.0 TYPE- 2 TARGET- 240.000 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 13.57 548.97 .00 548.57 549.16 .19 .14 .05 543.40 7900.0 253.9 7 02 7.2 618.9 178.9 1928.4 342.3 899.2 148.9 539.10 1.04 1.42 3.64 1.81 .065 .045 .070 .000 53540 2095.00 .000481 600. 630. 300. 2 0 0 .00 240..00 2335.00 1 10JUL00 14:29:38 PAGE 52 THIS RUN EXECUTED 10JULOO 14:29:38 ...... ............................... NEC -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 GRAPEVINE CREEK 309REVFW SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS ED TOPWID QLDS QCH QROB PERENC STENCL STCHL STCHR STENCR 27620.000 495.60 .00 496.92 590.55 2714.63 7542.12 243.25 .00 .00 1926.00 1992.00 .00 27620.000 495.72 .12 496.68 443.92 2469.98 8030.02 .00 .09 1598.08 1926.00 1992.00 1992.00 30130.000 502.18 .00 503.30 242.29 4499.36 6000.09 .55 .00 .00 2180.00 2222.00 .00 30130.000 502.93 .75 504.05 127.53 4378.38 6121.62 .00 .07 2094.49 2180.00 2222.00 2222.00 30189.000 502.14 .00 503.88 98.13 .00 10500.00 .00 .00 .00 2138.00 2263.00 .00 30189.000 502.94 .:0 504.48 90.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245.50 • 30190.000 501.97 .00 504.01 90.75 .00 30500.00 .00 .00 .00 2338.00 2263.00 .00 • 30190.000 502.80 .83 504.64 84.00 .00 10500.00 .DO 90.00 2155.50 2138.00 2263.00 2245.50 30200.000 502.40 .00 504.32 91.46 .00 10500.00 .00 .00 .00 2138.00 2263.00 .00 30200.000 503.09 .69 504.84 84.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245.50 • 30201.000 502.98 .00 504.96 99.89 .00 10500.00 .00 .00 .00 2138.00 2263.00 .00 • 30201.000 503.56 .58 504.95 90.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245.50 30250.000 504.02 .00 504.68 337.50 5056.66 5371.24 72.11 .00 .00 2180.00 2222.00 .00 30250.000 504.43 .41 505.15 155.00 4980.43 5519.57 .00 155.00 2067.00 2180.00 2222 OD 2222.00 31310.000 506.15 .00 506.65 419.11 6288.79 4211.21 .00 .00 .00 1863.00 3920.00 .00 31310.000 506.56 .41 507.15 180.55 6086.36 4413.64 .OD 186.00 1134.00 1863.00 1920.00 1920.00 • 314:0.000 506.49 .00 507.45 318.84 .00 10500.00 .00 .00 .00 1795.00 1915.00 .OD • 31480.000 506.91 .47 507.92 119.05 .00 10500.00 .00 1700.00 1000.00 1795.00 1915.00 2700.00 31500000 50660 .00 50761 118.93 .00 10500.00 .00 .00 .00 1795.00 1915.00 .00 31500..000 507..07 .47 508.. . 08 11912 .00 10500.00 .00 1700.00 1000.00 1795.00 1915.00 2700.00 • 31550.000 507.48 .00 507.83 51393 657635 3923.65 .00 .00 .00 1:63.00 1920.00 .00 • 31550.000 507.89 .41 508.29 250..47 6396..34 4103.66 .00 254.00 1666.00 1863.00 1920.00 3920.00 1 IOJULOO 14:29:38 PAGE 53 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR . 31750.000 507.79 .00 507.98 243.25 .00 10500.00 .00 .00 .00 1000.00 1268.00 .00 ' 31750.000 508.27 .48 508.45 296.82 .00 10500.00 .00 268.00 1000.00 1000.00 1268.00 1268.00 32740.000 508.26 .00 508.49 250.16 .00 10500.00 .00 .00 .00 3000.00 1293.50 .00 32740.000 508.69 .43 508.90 253.76 .00 10500.DO .00 293.50 1000.00 1000.00 1293.50 1293.50 34045.000 509.11 .00 509.17 263.71 .00 10500.00 .00 .00 .00 1000.00 1351.00 .00 34045.000 509.45 .34 509.69 265.99 .OD 10500.00 .00 351.00 1000.00 1000.00 1351.00 1351.00 . 34330.000 509 -30 .00 509.73 257.60 .00 10500.00 .00 .00 .DO 1000.00 1334.00 .00 • 34330.000 509.62 .32 510.02 260.04 .00 10500.00 .00 334.00 1000. D0 1000.00 1334.00 1334.00 34870.000 510.28 .00 510.80 254.20 .00 10500.00 .00 .00 .00 1000.00 1332.00 .00 34:70.000 510.49 .21 510.98 255.68 .00 10500.00 .00 332.00 1000.00 1000.00 1332.00 1332.OD 35450.000 511.53 .00 512.05 238.52 .00 10500.00 .00 .00 .DO 1002.00 1302.00 .00 35450.000 511.65 .12 512.15 239.24 .00 10500.00 .00 302.00 1000.00 1002.00 7302.00 1302.00 35570.000 511.81 .00 512.29 240.15 .00 10500.00 .00 .00 .00 1002.00 1302.00 .00 35570.000 511.91 .11 512.38 240.85 -00 10500.00 .DO 102.00 1000.00 1002.00 1302.00 1302.00 • 35770.000 512.10 .00 512.98 239.48 .00 11200.00 .00 .00 .00 1000.00 1316.00 .00 • 75770.000 512.19 .09 513.04 240.18 .00 11200.00 .00 316.00 1000.00 1000.00 1316.00 1316.00 l S f 1 ' 35970000 51299 .00 513.43 238.73 .00 11200. 00 .00 .00 .00 3000.00 1264.90 .00 • 35970..000 513..04 .06 513.48 239.07 .00 11200.00 .00 264.90 1000.00 1000.00 1264.90 1264.90 • 36070.000 512.92 .00 513.83 177.01 .00 11200.00 .00 00 .00 1060.33 1266.15 .00 • 36070.000 512.98 .06 513.87 177.35 .00 11200.00 .00 300..00 1000.00 1060.33 1266.15 1300.00 36360.000 513.59 .00 514.47 177.47 .00 11200.00 .00 .00 .00 1036.40 1245.00 .00 36360.000 513.63 .04 514.51 177.71 .00 11200.00 .00 245.00 1000.00 1036.40 1245.00 1245.00 38220.000 512.84 .DO 515.33 100.18 .00 11200. DO .00 .00 .00 1031.36 1131.61 .00 38220.000 512.89 .OS 535.35 100.18 .00 11200.00 .00 250.00 1000.00 1031.36 1131.61 1250.00 38232.000 512.87 .00 515.35 100.18 .00 11200.00 .00 .00 .00 1031.36 3133.61 .00 00 38232.000 512.92 .OS 515.37 100.18 .00 11200.00 .00 350.00 1000.00 1031.36 1131.61 1250. 38235.000 517.79 .00 521.41 110.07 .00 11156.63 43.37 120.00 1021.50 1031.42 1131.55 1141.50 38235.000 517.79 .00 521.41 110.07 .00 11156.62 93.38 120.00 1021.50 1031.42 1131.55 1141.50 38255.000 520.97 .00 522.37 150.00 .00 10938.89 261.13 150.00 1006.50 1000.00 1142.09 1156.50 38255.000 520.97 .00 522.17 150.00 .00 10938.89 261.11 150.00 1006.50 1000.00 1142.09 1156.50 38315000 521. . 96 00 522.48 26000 00 11200.00 .00 .00 .00 2630.00 2890.00 .00 38315..000 521.96 .00 522.98 260.. . 00 .00 11200.00 .00 260.00 2670.00 2630.00 2890.00 2890.00 • 38380.000 521.89 .00 522.71 233.77 856.65 {634.92 708.42 260.00 2630.00 2670.00 2860.00 2890.00 • 38380.000 521.81 -.03 522.72 219.83 639.56 9840.98 719.45 840.00 2660.00 2670.00 2860.00 3500.00 1 10JUL00 14:29:38 PAGE 54 SECRO CWSEL DI PAWS EG TOPWID QLOB QCR QROB PERENC SfENCL SPCRL STCRR STENCR 38420.000 521.89 .00 522.77 233.42 849.22 9648.49 702.29 260.00 2630.00 2670.00 2860.00 2890.00 38420.000 521.86 -.03 522.79 219.68 638.18 9848.50 713.32 740.00 2660.00 2670.00 2860.00 3400.00 38500.000 522.11 .00 523.01 232.92 838.68 9667.75 693.56 260.00 2630.00 2670.00 2860.00 2890.00 38500.000 522.09 -.02 523.08 200.00 .00 10553.85 646.15 200.00 2670.00 2670.00 2860.00 2870.00 38580.000 522.32 .00 523.27 231.69 812.73 9715.18 672.09 260.00 2630.00 2670.00 2860.00 2890.00 38580.000 522.37 .04 523.40 200.00 .00 10560.98 639.02 200.00 2670.00 2670.00 2860.00 2870.00 38620.000 522.39 .00 523.35 231.36 805.70 9728.01 666.29 260.00 2630.00 2670.00 2860.00 2890.00 38620.000 522.44 .05 523.40 228.98 842.16 9687.20 670.64 740.00 2650.00 2670.00 2860.00 3390.00 38670.000 522.69 .00 523.53 289.39 2348.55 8715.29 136.15 507.00 1339. D0 1717.00 1813.00 1846.00 38670.000 522.76 .06 523.58 270.00 2412.75 8680.65 106.61 270.00 1550.00. 1717.00 1813.00 1820.00 38889.000 523.84 .00 529.23 479.36 2606.26 3734.58 4859.16 648.00 1000.00 1378.00 1424.00 1648.00 38889.000 523.79 -.04 524.33 307.00 2312.32 4129.25 4758.43 307.00 1260.00 1378.00 1424.00 1567.00 39036.000 529.20 .00 524.57 517.61 1277.62 9836.86 85.52 773.00 1009.00 1447.00 1743.00 1782.00 39016.000 529.30 .10 524.72 320.00 921.18 30278.82 .00 320.00 1400.00 1447.00 1743.00 1720.00 39403.000 525.40 .00 525.58 1002.75 5253.22 5624.71 322.07 .00 .00 1752.00 1972.00 .00 39403.000 525.75 .35 526.23 292.00 2534.15 8665.85 .00 292.00 1680.00 1752.00 1972.00 1972.00 39768.000 525.99 .00 526.15 3480.19 5319.29 4831.12 1049.59 .00 .00 1903.00 2069.00 .00 • 39768.000 526.90 .91 527.16 403.00 4938.81 5855.42 405.77 403.00 1700.00 1903.00 2069.00 2103.00 39900.000 526.20 .00 526.42 1306.24 3775.61 5740.79 1683.60 .00 .00 1945.00 2100.00 .00 39900.000 527.15 .95 527.39 500.00 3862.98 6163.89 1173.13 5DO.00 1700.00 1945.00 2100.00 2200.00 40208.000 526.70 .00 526.83 1508.19 1939.56 7239.67 2020.77 .00 .00 1907.00 2188.00 .OD 40208.000 527.59 .89 527.74 600.00 1796.50 8238.70 1164.80 600.00 1700.00 1907.00 2188.00 2300.00 40408.000 526.93 .00 527.03 1735.66 1063.06 8937.87 1199.07 .00 .00 1816.00 2334.00 .00 40908.000 527.82 .89 527.95 600.OD 655.70 10544.30 .00 600.00 1720.00 3816.00 2334.00 2320.00 • 4D635.000 527.20 .00 527.44 1165.35 1224.65 5619.91 1055.44 1210.00 1000.00 1894.00 2092.00 2210.00 ` 40635.000 528.08 .88 528.30 410.00 722.92 5806.21 1370.87 410.00 1800.00 1894.00 2092.00 2210.00 90698.000 527.46 .00 527.63 1241.42 1038.37 6548.69 312.95 1280.00 1000.00 1815.00 2231.00 2280.00 90698.000 528.26 .80 528.43 480.00 67.81 7400.50 431.69 480.00 1800.00 1815.00 2231.00 2280.00 • 41138.000 528.21 .00 528.28 1409.13 830.18 7065.86 3.96 .00 .00 1647.00 2416.00 .00 41138.000 528.93 .72 529.03 530.00 .00 7886.77 13.23 530.00 1900.00 1647.00 2416.00 2430.00 • 41340.000 528.37 .00 528.85 1125.17 1912.72 5987.28 .00 .00 .00 1951.00 2139.OD .00 • 41340.000 529.05 .68 529.53 493.45 1432.09 6466.83 1.08 554.00 1750.00 1951.00 2139.00 2304.00 41471.000 529.20 .00 529.58 1083.80 4259.20 3633.46 7.34 .00 .00 1956.00 2097.00 .00 41471.000 529.69 .49 530.25 491.50 3568.23 9280.90 50.87 500.00 1600.00 1956.00 2047.00 2100.00 1 10JUL00 14:29:38 PAGE 55 SECNO CWSEL DI PKNS EO TOPNID QLOB QCN QROB PERENC STENCL STCBL SPCHR STE14CR ` 41703.000 530.69 .00 530.82 111D.49 4355.38 3397.02 147.60 .00 .00 1701.00 1949.00 .00 • 41703.000 531.93 .74 571.61 610.00 3319.22 4580.78 .00 610.00 1330.00 1701.00 1949.00 1940.00 42040. DDO 531.38 .00 531.52 1287.74 3411.50 3181.37 1307.13 .00 .00 1639.00 1825.00 .00 42040.000 532.22 .83 532.92 600.00 2680.35 4162.71 1056.93 600.00 1310.00 1639.00 1825.00 1910.00 4213:000 531.57 .00 531.74 1749.35 4096.98 2619.56 1188.47 .00 .DO . 1982.00 2062.00 00 42138.000 532.36 .79 532.72 590.00 4015.12 3655.20 229.68 590.00 1510.00 1982.00 2062.00 2100.. 00 • 42200.000 531.52 .00 531.86 1712.39 3973.54 3470.06 956.40 .00 .00 1982.00 2062.00 00 • 92200.000 532.33 .82 532.72 710.00 3866.85 3869.37 163.79 710.00 1390.00 1982.00 2062.00 2100..00 • 42280.000 531.99 .00 531.99 1973.97 3970.79 752.88 3176.33 .00 .00 3791.00 1810.00 .00 • 42280.000 572.76 .82 532.85 690.00 3190.66 935.81 3773.54 690.00 1510.00 1791.00 1810.00 2200.00 ' 44200.000 533.72 .00 534.01 1593.73 3333.65 2168.32 2398.03 .00 .00 1740.00 1786.00 .00 • 44200.000 534.69 .97 535.07 580.00 3365.04 2528.41 2006.55 580.00 1620.00 1740.00 1786.00 2200.00 45820.000 539.03 .00 539.34 1399.91 3948.32 1476.24 2475.45 .00 .00 2160.00 2187.00 .00 45820.000 539.44 .41 539.79 630.DD 3677.26 1528.82 2693.92 630.00 1858.50 2160.00 2187.00 2488.50 • 47450.000 543.43 .00 543.61 1372.73 4751.62 1276.04 1872.34 00 .00 2349.00 2369.00 .00 47450.000 544.11 .68 549.44 500.00 3571.68 1602.06 2726.26 500.00 2109.00 2349.00 2369.00 2609.00 47540000 54349 OD 543.83 1912.44 307179 4065.39 762.82 . 1511.00 1591.00 . 47540..000 594.. . 21 .72 594.79 650.00 1394..31 5205.54 7300.15 650..00 00 3226.0 0 1511.00 1591.00 1876.00 00 • 47640.000 543.89 .00 543.99 2084.16 3867.06 2893.99 1138.95 .00 .00 1511.00 1591.00 .00 I • 47640.000 544.86 .98 544.99 1110.00 2674.75 3243.21 1982.04 1110.00 996.00 1511.00 1591.00 2106.00 ' 47670.000 548.55 .00 598.56 2250.00 4190.38 1194.85 1864.77 .00 .00 1511.00 1591.00 .00 • 47670.000 548.94 .39 548.96 1020.00 3155.10 2053.58 2693.32 7020.00 1041.00 1511.00 1591.00 2061.00 47720.000 54:.55 .00 548.56 2250... 00 4873 25 184441 .00 . 00 00 1511.591.00 1 .00 47720.000 548.94 .39 548.97 875.00 2939.. 15 23441182 .27 2616.57 875.D0 1113.50 1511.00 1591.00 7988.50 • 48350.000 54:.57 .00 598.60 1864.31 2519.76 3316.60 2063.64 .00 .00 2130.00 23DO.DD .00 • 48350.000 548.97 .39 549.16 240.00 253.85 7027.21 618.94 240.00 2095.00 2130.00 2300.00 2335.00 1 IOJUL00 14:29:38 PAGE 56 GRAPEVINE CREEK 309REVFW SUMMARY PRINTOUT TABLE 150 SECNO KLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10•KS VCN AREA .01K 27620.000 .00 .00 .00 475.50 10500.00 495.60 .00 496.42 24.59 8.43 2158.96 2117.56 27620.000 .00 .00 .00 475.50 10500.00 995.72 .00 496.68 30.27 8.89 1830.09 1908.39 30130.000 2510.00 .00 .00 483.70 10500.00 502.18 .00 503.30 40.32 10.30 1998.46 1653.56 30130.000 2510.00 .00 .00 983.70 10500.00 502.93 .00 504.05 36.23 9.98 1369.72 1744.49 30189.000 59.00 .00 .00 486.80 10500.00 502.14 .00 503.88 51.40 10.57 993.81 1964.57 30189.000 59.00 .00 .00 486.80 10500.00 502.94 .00 504.48 40.44 9.97 1053.43 1651.13 • 30190.000 1.00 513.30 510.40 486.80 10500.00 503.97 .OD 504.07 213.70 11.61 904.77 718.27 • 30190.000 1.00 513.30 510.40 986.80 10500.00 502.80 .00 504.64 176.17 10.88 965.10 791.08 30200.000 10.00 513.30 510.40 486.80 10500.00 502.40 .00 504.32 193.16 11.13 943.59 755.49 3020D.000 10.00 513.30 510.40 486.80 10500.00 503.09 .00 504.84 165.74 10.61 989.35 815.61 • 30201.000 1.00 .00 .00 486.80 10500.00 502.98 .00 504.46 40.58 9.75 1076.97 1648.38 • 30203.000 1.00 .00 .00 486.80 10500.00 503.56 .00 509.95 3a.57 9.96 1109.59 1785.88 30250.000 49.00 .00 .00 483.80 10500.00 504.02 .00 504.68 21.79 8.19 1952.84 2249.24 30250.000 49.00 .00 .00 483.80 10500.00 504.43 .00 505.15 22.42 8.21 1710.07 2217.56 31310.000 1060.00 .00 .00 487.80 10500.00 506.15 .00 506.65 21.97 7.34 2089.18 2240.17 31310.000 1060.00 .00 .00 487.80 10500.00 506.56 .00 507.15 21.92 7.42 1792.96 2242.90 • 31480.000 170.00 509.10 506.10 488.00 10500.00 506.44 .00 507.45 80.85 8.08 1299.99 1167.75 • 31480.000 170.00 509.10 506.10 488.00 10500.00 506.93 .00 507.92 80.85 8.08 1299.99 1167.75 31500.000 20.00 509.10 506.10 488.00 10500.00 506.60 .00 507.61 :O.BS :.08 1299.99 1167.75 31500.000 20.00 509.1 0 506.10 488.00 10500.00 507.07 .00 508.08 BOBS 8. 08 1299.99 1167.75 • 31550.000 50.00 .00 .00 488.20 10500.00 507.48 .00 507.83 15.34 6.31 2522.55 2680.70 • 31550.000 50.00 .00 .00 488.20 10500.00 507.89 .00 508.29 15.30 6.38 2203.96 2684.17 ' 31750.000 200.00 .00 .00 488.64 10500.00 507.79 .00 507.98 4. 30 3.56 2948.56 5062.92 • 31750.000 200.00 .00 .00 488.69 10500.00 508.27 .00 508.45 3.85 3.42 306590 . 5350.25 32740.000 990.00 .00 .00 493.07 10500.00 508.26 .00 508.49 5.86 3.87 2709.91 4337.23 32740.000 990.00 .00 .00 493.07 10500.00 508.69 .00 501.90 5.24 3.73 2818.04 4585.13 34045.000 1305.00 .00 .00 493.10 10500.00 509.11 .00 509.37 7.65 4.10 2559.48 379626 34045.000 1305.00 .00 .00 493.10 10500.00 509.45 .00 509.69 6.90 3.96 2649.64 3998..18 • 34330.000 285.00 .00 .OD 498.07 10500.00 509.30 .00 509.73 16.81 527 1993.90 2560.62 • 34330.000 285.00 .00 .00 498-07 10500.00 509.62 .00 510.02 14.87 5..06 2076.95 2723.23 34870.000 540.00 .00 .00 501.26 10500.00 510.28 .00 510.190 22.32 5.76 1821.91 2222.36 34870.000 540.00 .00 .00 501.26 10500.00 510.49 .00 510.98 20.43 5.60 1875.41 2322.94 1 1OJUL00 14:29:38 PAGE 57 SECNO %I.C71 ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 -KS VCR AREA .O1K 35450.000 580.00 520.30 514.10 500.90 10500.00 511.53 .00 512.05 20.91 5.80 1811.33 2296.25 35450.000 580.00 520.30 514.10 500.90 1050D.00 511.65 .00 512.15 19.94 5.71 1839.65 2351.44 35570.000 120.00 520.30 514.10 500.90 10500.00 511.:1 .00 512.29 18.80 5.60 1875.35 2421.62 35570.000 120.00 520.30 514.10 500.90 10500.00 511.91 .00 512.38 17.98 5.52 1902.93 2476.27 • 35770.000 200.00 .00 .00 499.81 11200.00 512.10 .00 512.98 95.85 7.50 1992.5] 1654.11 • 35770.000 200.00 .00 .00 499.81 11200.00 512.19 .00 513.09 93.91 7.40 1513.77 1690.20 • 35970.000 200.00 .00 .00 501.20 11200.00 512.99 .00 513.47 11.49 5.32 2105.16 3304.58 • ]5970.000 200.00 .00 .00 501.20 11200.00 513.04 .00 513.91 11.27 5.29 2118.75 33]6.91 ' 36070.000 100.00 .00 .00 501.42 11200.00 512.92 .00 513.83 25.86 7.63 1466.94 2202.38 • 36070.000 100.00 .00 .00 501.42 11200.00 512.98 .00 513.87 25.34 7.58 1477.05 2224.78 36360.000 290.00 .00 .00 502.00 11200.00 513.59 .00 514.47 19.26 7.56 1980.65 2551.73 36360.000 290.00 .00 .00 502.00 11200.00 513.63 .00 514.51 19.00 7.53 1487.73 2569.71 38220.000 40.00 .00 .00 504.00 11200.00 .: 5124 .00 515.33 11.06 12.65 185.27 3367.08 38220.000 40.00 .00 .00 504.00 11 200.00 512.89 .00 515.35 10.87 12.58 890.27 3396.92 38232.000 12.00 .DO .00 504.00 11200.00 512.87 .00 515.35 11.00 12.63 887.05 3377.68 38232.000 12.00 .00 .00 504.00 11200.00 512.92 .00 535.37 10.80 12.56 892.03 3407.45 • 38235000 3.00 . 00 .00 51050 11200.00 51779 51779 521.41 19.63 15.29 751.78 2527.95 • 38235.. 000 3.00 .00 .00 510..50 11200.00 517..79 517..79 521.41 19.62 15.29 751.84 2528.26 • 38255.000 20.00 .00 .00 510.50 11200.00 520.97 517.65 522.17 23.91 8.90 1302.93 2290.40 ' 38255.000 20.00 .00 .00 510.50 17200.00 520.97 517.65 522.37 23.91 8.90 1302.90 2290.33 3 :335.000 60.00 .00 .00 510.50 11200.00 521.96 .00 522.48 12.95 5.78 1937.31 3111.87 38315.000 60.00 .00 .00 530.50 11200.00 521.96 .00 522.48 12.97 5.78 1937.28 3110.11 • 3:310.000 65.00 .00 .00 511.40 11200.00 521.84 .00 522.71 27.94 6.71 1517.54 2118.94 • 38380.000 65.00 .00 .00 511.40 11200.00 521.81 .00 522.72 29.53 6.88 1545.13 2061.05 38420.000 40.00 .8 5320 528.70 511.50 11200.00 521.89 .00 522.77 28.67 6.76 1565.39 2091.76 384 20.000 40.00 532.80 521.70 511.50 11200.00 521.86 .00 522.79 30.21 6.93 1534.65 2037.80 38500.000 80.00 .00 .00 511.80 11200.00 522.11 .00 523.01 29.74 6.89 1548.23 205360 38500.000 80.00 .00 .00 511.80 11200.00 522.09 .00 523.08 37.36 7.99 1455.61 1832..45 38580000 80.00 .00 .00 51220 1120000 52232 . 00 523.27 32.60 705 1506.34 1961.65 3858 O..ODO 80.00 .00 .00 512..20 11200..00 522.. 37 .00 523.40 39.69 7..63 1429.04 1777.67 i i e i u� 38620 000 40 00 532.80 528.70 512.30 11200.00 522.39 .00 523.35 33.42 7.10 I4595.11 1937.27 38620.000 40.00 532.80 528.70 512.30 11200.00 522.44 .00 523.40 32.36 7.02 1506.10 1968.81 38670.000 50.00 .00 .00 505.09 11200.00 522.69 .00 523.53 33.79 8.00 1689.39 1926.81 38670.000 50.00 .00 .00 505.09 11200.00 522.76 .00 523.58 32.89 7.92 1693.42 1952.92 1 30JUL00 14:29:38 SECNO RLCR ELTRD ELI.0 PAGE 58 ELMIN Q CWSEL CRIWS EG IO•KS VCR AREA .OIK 38889.000 219.00 .00 .00 505.86 11200.00 523.84 .00 524.23 24.75 6.29 2390.55 2251.06 38889.000 219.00 .00 .00 505.86 11200.00 523.79 .00 524.33 30.63 6.98 2001.90 2023.85 39016.000 121.00 .00 .00 506.34 11200.00 524.20 .00 529.57 30.25 5.03 2363.91 2036.23 39016.000 127.00 .00 .00 506.34 11200.00 52/.30 .00 529.72 31.09 5.28 2156.92 2008.65 39403.000 387.00 .00 .00 507.50 11200.00 525.40 .00 525.58 26.44 3.55 32:7.27 2178.26 39403.000 387.00 .00 .DO 507.50 11200.00 525.75 .00 526.23 54.06 5.22 2052.66 1523.24 • 39768.000 365.00 .00 .00 509.90 11200.00 525.99 .00 526.15 22.09 3.59 3630.97 2382.88 39768.000 365.00 .00 .00 509.90 11200.00 526.90 .00 527.16 22.73 3.91 2746.82 2349.18 39900.000 132.00 .00 .00 511.30 11200.00 526.20 .00 526.42 19.38 4.63 3475.64 2543.97 39900.000 132.00 .00 .00 511.30 11200.00 527.15 .00 527.39 15.84 4.44 3040.36 2813.72 4020:.000 308.00 .00 .00 512.50 11200.00 526.70 .DO 526.83 11.26 3.38 4469.36 3337.28 40208.000 308.00 .00 .00 512.50 11200.00 527.59 .00 527.74 10.11 3.45 3646.10 3523.12 40/08.000 200.00 .00 .00 512.30 11200.00 526.93 .00 527.03 10.40 2.77 4927.97 3473.66 90408.000 200.00 .00 .DO 512.30 11200.00 527.82 .00 527.95 10.38 2.90 3955.09 3476.30 40635.000 227.00 .00 .00 512.50 7900.00 527.20 .00 527.44 35.75 4.36 2345.66 1321.22 40635.000 227.00 .00 .00 512.50 7900.00 528.08 .00 528.30 24.87 3.96 2174.67 1584.08 4D698.000 63.00 .00 .00 515.00 7900.00 527.46 .00 527.63 24.46 3.49 2723.36 1597.36 40698.000 63.00 .00 .00 515.00 7900.00 528.26 .00 528.43 18.59 3.35 2400.91 1832.26 ` 41138.000 440.00 .00 .00 518.20 7900.00 528.21 .00 528.28 11.62 2.26 3864.48 2317.52 41138.000 440.00 .00 .00 518.20 7900.00 528.93 .00 529.03 10.44 2.59 3058.87 2444.63 91340.000 202.00 .00 .DO 518.70 7900.00 528.37 .OD 528.85 55.75 6.21 1810.71 1058.04 41340.000 202.00 .00 .00 518.70 7900.00 529.05 .DO 529.53 45.27 5.95 1519.02 1174.12 41471 -000 131.00 .00 .00 517.70 7900.00 529.20 .00 529.58 73.94 6.42 1865.10 918.71 41471.000 131.00 .00 .DO 517.70 7900.00 529.69 .00 530.25 81.82 7.02 1403.25 873.35 • 41703.000 232. DO .00 .00 518.60 7900.00 530.69 00 530.82 30.70 2.96 2791.07 1425.73 • 41703.000 232.00 .DO .00 518.60 7900. . 00 531.43 .DO 531.61 34.73 3.47 2310.16 1340.59 42040.000 337.00 .00 .00 520.50 7900.00 531.38 .00 531.52 24.70 3.70 2895.56 1589.41 40.000 337.00 .DO .00 520.5D 7900.00 532.22 .DO 532.42 25.02 4.10 2236.60 1 420 5]9.43 42138.000 98.00 .00 .00 519.84 7900.00 531.57 .00 531.74 19.14 4.97 3119.22 1805.68 42138.000 98.00 .00 .00 519.84 7900.00 532.36 .DO 532.72 25.66 6.20 1931.31 1559.67 42200.000 62.00 530.86 528.71 519.94 7900.00 531.52 .DO 531.86 36.45 6.75 2855.79 1308.45 42200.000 62.00 530.86 528.71 519.94 7900.00 532.33 .00 532.72 30.39 6.68 2247.82 1432.94 42280.000 :0.00 .00 .00 520.70 7900.00 531.94 .00 531.99 5.95 3.80 5567.79 3239.79 42280.000 :0.00 .00 .00 520.70 7900.00 532.76 .DO 532.85 7.13 4.37 3759.64 2957.87 1 IOJUL00 14:29:38 SECNO RLCH ELTRD PAGE 59 ELLC ELMIN Q CWSEL CRIWS EG 30•KS VCH AREA .O1K 44200.000 000 2030.00 .00 .00 524.90 7900.00 533.72 .00 534.01 33.06 6.79 2814.83 1373.90 44200. 2030.00 .00 .00 524.90 7900.00 534.69 .00 535.07 29.18 6.95 2133.79 1462.56 45820.000 1620.00 .OD .00 531.80 7900.00 539.03 .00 539.34 49.56 8.17 2343.18 1122.18 45820.000 1620.00 .D,, .DO 531.80 7900.00 539.44 .00 539.79 43.53 7.97 2024.11 1197.44 • 47450.OD0 1630 00 00 .00 532.10 7900.00 543./3 .00 543.61 22.05 6.68 3126.70 1682.37 47450.000 1630.00 .DO .00 532.10 7900.00 544.11 .00 544.44 27.58 7.83 2104.99 1504.34 47540.000 90.00 .00 .00 533.20 7900.00 543.49 .00 543.83 26.08 6.29 3125.20 1546.81 47540.000 90.00 .00 .00 531.20 7900.00 544.21 .00 594.]9 32.24 7.40 1971.44 1391.38 • 47640.000 100.00 .00 .00 530.70 7900.00 543.89 .00 543.99 9.21 4.03 49D0.25 2595.08 • 47690.000 100.00 .00 .00 530.70 79D0.00 544.86 .DO 544.99 8.25 4.07 4125.16 2750.52 • 47670.000 30.00 541.70 540.40 530.70 7900.00 548.55 .00 548.56 .36 1.05 15294.88 13175.99 • 97670.000 30.00 541.70 540.40 530.70 7900.00 546.94 .00 548.96 1.05 1.83 8012.46 7701.45 47720.000 50.00 .00 .00 531.00 7900.00 548.55 .00 548.56 .42 1.11 14609.52 12259.62 47720.000 50.00 .DO .00 531.00 7900.00 548.94 .00 548.97 1.4: 2.14 6744.39 6485.72 ` 48350.000 630.00 .00 .00 535.40 7900.00 548.57 .00 548.60 1.20 1.78 :564.38 7197.25 • 48350.D00 630.00 .00 .DO 535.40 7900.00 548.97 .DO 549.16 4.81 3.69 2449.56 3603.74 3 IOJULOO 14:29:38 GRAPEVINE CREEK 309REVFW PAGE 60 SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWWP DIFWWR DIFKWS TOPWID XL-CH 27620.000 30500.00 495.60 .00 . . 00 - 00 590. . 55 .00 27620.000 30500.00 495.72 .12 .DO .12 443.92 00 30130.000 10500.00 502.18 .00 6.58 .00 242.29 2510.00 30130.000 10500.00 502.93 .75 7.21 .75 127.51 2510.00 301:9.000 10500.00 502.14 .00 -.04 .00 98.13 59.00 30189.000 10500.00 502.94 .80 .O1 .80 90.00 59.00 ` 30190.000 10500.00 501.97 .00 -.17 .00 90.75 1.00 ' 30190.000 10500.00 502.80 .83 -.14 .83 84.00 1.00 30200.000 10500.00 502.40 .00 .42 .00 91.46 10.00 30200.000 10500.00 503.09 .69 .29 .69 84.00 10.00 • 30201.000 10500.00 502.98 .00 .59 .00 99.89 1.00 • 30201.000 10500.00 503.56 .58 .47 .58 90.,,0 1.00 fi 30250 000 10500 00 504. 02 .00 1.04 . 337.50 49.00 i y 30250.000 10500.00 504.41 .41 .87 41 .41 155.00 99.00 saG 31310.000 1050000 506. 15 . 00 2.13 .00 419.11 1060.00 31310.000 10500..00 506.56 .41 2.13 .41 180.55 1060.00 • 11480.000 10500.00 506.44 .00 .28 .00 118.84 170.00 • 31480.000 10500.00 506.91 .47 .35 .47 139.05 370.00 31500000 3050000 506. 60 .00 .16 .00 118.91 20.00 31500..000 10500..00 507.07 . 47 .16 .47 119.12 20.00 • 31550.000 10500.00 507.48 .00 .88 .00 513.93 50.00 • 31550.000 10500.00 507.89 .41 .82 .41 250.47 50.00 • 31750.000 10500.00 507.79 .00 .31 .00 293.25 200.00 ...� • 31750.000 10500.00 508.27 .48 .38 .48 296.82 200.00 32740.000 10500.00 508.26 .00 .47 .00 250.16 990.00 32740.000 10500.00 SOB .69 .43 .92 .43 253.76 990.00 R 34045.000 10500.00 509.11 .00 .85 .00 263 -71 1305.00 34045.000 10500.00 509.45 .34 .76 .34 265.99 1305.00 �. • 34330.000 10500.00 509.30 .00 .19 .00 257.60 285.00 • 34330.000 10500.00 509.62 .32 .17 .32 260.04 285.00 34870.000 10500.00 510.28 .00 .98 .00 254.20 540.00 34870.000 30500.00 510.49 .21 .87 .21 255.68 540.00 1 ,�v 10JUL00 14:29:38 PAGE 61 SECNO Q CWSEL DIFWSP DIFWSX DIFWSS 70PWID XLCH 35450.000 10500.00 511.53 .00 1.25 .00 238.52 580.00 35450.000 10500.00 531.65 .12 3.16 .12 239.24 580.00 35570.000 10500.00 511.81 .00 .28 .00 240.15 120.00 35570.000 10500.00 531.91 .11 .26 .11 290.85 120.00 • 35770.000 11200.00 512.10 .00 .30 .00 239.48 200.00 • 35770.000 11200.00 512.19 .09 .28 .09 240.18 200.00 • 35970.000 11200.00 512. 99 .00 .89 .00 238.73 200.00 • 35970.000 11200.00 513.04 . 06 .85 .06 239.07 200.00 • 36070.000 11200.00 512.92 .00 -.07 .00 177.01 100.00 • 36070.000 11200.00 512.98 .06 -.07 .06 177.35 100.00 36360.000 11200.00 513.59 .00 .67 .00 177.47 290.00 36360.000 33200.00 513.63 .04 .65 .04 177.71 290.00 38220.000 11200.00 512.84 .00 -.79 .00 100.18 40.00 38220.000 11200.00 512.89 .05 -.73 .05 100.18 40.00 38232.000 11200.00 512.87 .00 .03 .00 100.18 12.00 38232.000 11200.00 512.92 .OS .03 .05 100.18 72.00 • 38235.000 11200.00 517.79 . 00 4.92 .00 110.07 3.00 • 38235.000 11200.00 517.79 .00 4.87 . 00 110.07 3.00 • 38255.000 11200. 00 520.97 . 00 3.18 .00 ISO 00 20.00 • 38255.000 11200.00 520.97 .00 3.18 .00 150.00 20.00 38315.000 11200.00 521.96 .00 1.00 .00 260.00 60.00 38315.000 11200.00 521.96 .00 1.00 .00 260.00 60.00 38380.000 11200.00 521.84 .00 -.13 .00 233.77 65.00 • 38380.000 11200.00 521.81 -.03 -.16 -.03 219.83 65.00 38420.000 11200.00 521.89 .00 .05 .00 233.42 90.00 38420.000 11200.00 521.86 -.03 .05 -.03 219.68 40.00 38500.000 11200.00 522.11 .00 .22 .00 232.92 80.00 38500.000 11200.00 522.09 -.02 .22 -.02 200.00 80.00 38580.000 11200.00 522.32 .00 .22 .00 231.69 80.00 38580.000 11200.00 522.37 .04 .28 .04 200.00 80.00 38620.000 11200.00 522.39 .00 .06 .00 231.36 40.00 38620.000 11200.00 522.44 -05 .07 .05 228.98 40.00 38670000 1120000 522.69 . 00 .31 .00 289.39 50.00 38670..000 13200.. 00 522.76 .06 .32 .06 270.00 50.00 3 1OJUL00 14:29:38 PAGE 62, SECNO Q CWSEL DIFIISP DIFWSX DIFWSS TOPWID XLCH 38889.000 11200.00 523.84 .00 1.14 .00 479.36 219.00 38889.000 11200.00 523.79 -.04 1.03 -.09 307.00 219.00 39016. 000 11200.00 52420 . . 00 .37 . 00 537.61 127.00 39016.000 11200.00 524.30 .10 .51 .10 320.00 127.00 39403.000 11200.00 525.40 .00 1.19 .00 1002.75 387.00 39403.000 11200.00 525.75 .35 1.45 .35 292.00 387 -00 39768.000 1120000 525. 99 . 00 .59 . 00 1480.19 365.00 • 39768.000 11200..00 526.90 .91 1.15 .91 403.00 365.00 39900.000 11200.00 526. 20 .00 . 21 . 00 130624 13200 39900.000 11200.00 527.15 . 95 .25 .95 500..00 132..00 40208.000 11200.00 526.70 .00 .50 .00 1508.19 308.00 40208.000 11200.00 527.59 .89 .44 .89 600.00 308.00 40408.000 11200.00 526.93 .00 .23 .00 1735.66 200.00 40408.000 11200.00 527.82 - .89 .23 .89 600.00 200.00 • 40635000 790000 52720 .00 .27 .00 1165.35 227.00 • 40635..000 7900..00 528..08 .88 .26 .88 410.00 227.00 40698.000 7900.00 527.46 .00 .26 .00 1241.42 63.00 40698.000 7900.00 528.26 .80 .18 .80 480.00 63.00 • 41138.000 7900.00 528.21 .00 .75 .00 1409.13 440.00 41138.000 7900.00 528.93 .72 .67 .72 530.00 440.00 ' 41340.000 • 7900.00 528.37 .00 .16 .00 1125.17 202.00 41340.000 7900.00 529.05 .68 .12 .68 493.45 202.00 41471.000 7900.00 529.20 .00 .82 .00 1083.80 131.00 41471.000 7900.00 529.69 .49 .64 .49 491.50 131.00 • 41703.000 • 7900.00 530.69 .00 1.49 .00 1110.49 232.00 41703.000 7900.00 531.43 .74 1.74 .74 610.00 232.00 42040.000 7900.00 531.38 .00 .70 .00 1287.74 337.00 42040.000 7900.00 532.22 .83 .79 .83 600.00 337.00 43138.000 7900.00 531.57 .00 .19 .00 1749.35 98.00 42138.000 7900.00 532.36 .79 .14 .79 590.00 98.00 • 42200.000 • 7900.00 531.52 .00 -.05 .00 1712.39 62.00 42200.000 7900.00 532.33 .82 -.03 .82 710.00 62.00 • 42280.000 7900.00 531.94 .00 .42 .00 1973.97 80.00 • 42280.000 7900.00 532.76 .82 .43 .82 690.00 80.00 1 10JULOO 14:29:38 SECNO Q CNSSL DIFWSP DIFWSX DIFKWS TOPWID XLCN PAGE 63 • 44200.000 7900.00 533.72 .00 1.78 .00 1593.73 2030.00 • 44200.000 7900.00 534.69 .97 1.93 .97 580.00 2030.00 45820.000 7900.00 539.03 .00 5.31 .00 1399.91 1620.00 45820.000 7900.00 539.44 .41 4.75 .41 630.00 1620.00 • 47450.000 7900.00 543.43 .00 4.40 .00 1372.73 1630.00 47450.000 7900.00 544.11 .68 4.67 .68 500.00 1630.00 47540.000 7900.00 543.49 .00 .06 .00 1912.94 90.00 47540.000 7900.00 544.21 :72 .10 .72 650.00 90.00 • 47640.000 7900.00 543.89 .00 .40 .00 2084.16 100.00 • 47640.000 7900.00 544.86 .98 65 .98 1110.00 100.00 • 47670.000 7900.00 548.55 .00 4.66 .00 2250.00 30.00 • 97670.000 7900.00 548.94 .39 4.08 .39 1020.00 30.00 47720.000 7900.OD 548.55 .00 .00 .00 2250.00 50.00 47720.000 7900.00 548.94 .39 .00 .39 875.00 50.00 • 48350.000 7900.00 548.57 .00 .02 .00 1864.31 63000 • 48350.000 7900.00 548.97 .39 .03 .39 240.00 630..00 1 10JUL00 14:29:38 SUMMARY OF ERRORS AND SPECIAL NOTES PAGE 64 WARNING SECNO- 30190.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE WARNING SECNO- 30190.000 PROFILE- RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 30201.000 PROFILE- ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31480.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31480.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31550.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 31550.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31750.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAKE WARNING SECNO. 31750.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34330.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34330.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35770.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35770.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35970.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35970.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 36070.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 36070.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 38235.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38215.000 PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38235.000 PROFILE. 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO. 38235.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38235.000 PROFILE. 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38235.000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 38255.000 PROFILE. 1 20 TRIALS ATTEMPTED TO BALANCE WSEL, CAUTION SECNO- 38255.000 PROFILE. 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO- 38380.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 38380.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 39768.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 40635.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 40635.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41138.000 PROFILE- 1 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41340.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41340.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NARNING SECNO- 41703.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE 1 ACCEPTABLE RANGE 10JUL00 14:29:38 WARNING SECNO- 41703.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 65 CAUTION SECNO- 42200000 PROFILE- I HYDRAULIC JUMP D.S. CAUMON SECNO- 42200..000 PROFILE- 2 HYDRAULIC JUMP D.S. d H WARNING SECNO- 42280.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42280.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECM0 44200.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47450.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECMO- 47640.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47670.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 47670.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECMG. 48350 -000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE _+ WARNING SECNO- 48350.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 10JUL00 14:29:38 PAGE 66 FLOODNAY DATA, GRAPEVINE CREEK 309REM PROFILE NO. 2 _______ F140OVKAY _______ WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VE[OOCITY FIAODWAY FIOODWAY 27620.000 444. 1830. 5.7 495.7 495.6 .1 30130.000 128. 1370- 7.7 502.9 502.2 .7 70189.000 90. 1053. 10.0 502.9 502.1 .B 30190.000 90. 965. 10.9 502.8 502.0 .8 30200.000 90. 989. 10.6 503.1 502.4 .7 30201.000 90. 1110. 9 -5 503 -6 503.0 .6 30250.000 155. 1710. 6.1 504.4 504.0 .4 31310.000 181. 1793. 5.9 506.6 506.2 .4 31480.000 119. 1300. 8.1 506.9 506.4 .5 31500.000 119. 1300. 8.1 507.1 506.6 .5 31550000 250. 2204. 4.8 . 507.9 507.5 .4 31750. 000 247. 3066. 3.4 508.3 507.8 .5 32740.000 254. 2818. 3.7 508.7 508.3 .4 34045.000 266. 2650. 4.0 509.4 509.1 .3 34330.000 260. 2077. 5.1 509.6 509.3 -3 34870.000 256. 1875. 5.6 510.5 510.3 .2 35450.000 239. 1840. 5.7 511.6 511.5 .1 35570.000 241. 1903. 5.5 511.9 511.8 .1 35770.000 240. 1514. 7.4 512.3 512.1 .1 35970.000 239. 2119. 5 -3 513.1 5130 .I 36070.000 177. 1477. 7.6 513.0 512..9 .1 36360.000 178. 1488. 7.5 513.6 513.6 .0 38220.000 100. 890. 12.6 512.8 512.8 .0 38232.000 100. 892. 12.6 512.9 512.9 .0 38235.000 110. 752. 19.9 517.8 517.8 .0 38255.000 150. 1303. 8.6 521.0 521.0 .0 38315.000 260. 1937. 5.8 522.0 522.0 .0 38380.000 220. 1545. 7.2 521.8 521.6 .0 38420.000 220. 1535. 7.3 521.9 521.9 .0 38500.000 200. 1456. 7 -7 522.1 522.1 .0 38580.000 200. 1 429 . 7.8 522.3 522.3 .0 38620.000 229. 1506. 7.4 522.5 522.4 -1 38670.000 270. 1693. 6.6 522.8 522.7 .1 38889.000 307. 2002. 5.6 523.8 523.8 .0 . 39016.000 320 2157. 5.2 . 524.3 524.2 1 39403.000 292- 2053. 5.5 525 . 8 525.4 .4 39768.000 403. 2747. 4.1 526.9 526.0 .9 39900.000 500. 3040. 3.7 527.1 52 6. 2 .9 40209.000 600. 3646. 3.1 527.6 526.7 .9 90908.000 600. 3955. 2.8 527.8 526.9 .9 40635.000 410. 2175. 3.6 528.1 527.2 .9 40698.000 480. 2401. 3.3 528.3 527.5 .8 1 10JUL00 14:29:38 PAGE 67 FLOODWAY DATA, GRAPEVINE CREEK 309REVFW PROFILE NO. 2 _.... FLOODNAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE , AREA VELOCITY FLOODWAY FLOODNAY 41138.000 530. 3059. 2.6 528.9 528. 2 .7 14d:�000- � 1519. 5.2 . 529. 1 528.4 7 '71.000 500. 1403. 5.6 529.7 529.2 .5 41703.000 610. 2710. 3.4 531.4 530.7 .7 42040.000 600. 2237. 3.5 532.2 531.4 .8 42138.000 590. 1931. 4.1 532.4 531.6 .8 .v. 42200.000 710. 2298. 3.5 532.3 531.5 .8 42280.000 690. 3760. 2.1 532.7 531.9 .8 44200.000 580. 2132. 3.7 534.7 533.7 1.0 45820.000 630. 2024. 3.9 539.4 539.0 .4 47450.000 500. 2105. 3.8 544.1 543.4 .7 47540.000 650. 1971- 4.0 544.2 543.5 .7 47640.000 1110. 4125. 1.9 544.9 543.9 1.0 47670.000 1020. 8012. 1.0 549.0 548.6 .4 47710.000 875. 6744. 1.2 549.0 548.6 .4 48350.000 240. 2450. 3 -2 549.0 548.6 .4 REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION FREEPORT CORPORATE CENTER, IRVING, TEXAS Appendix F Revised (Proposed) Multi - Profile HEC -2 Model 309PRO5.DAT 1. • .......... ............................... ....................................... .• NEC -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 . ME•••'..0..2..•. •.•• • ••• ............................. (916)756-1104 x X xxxxxxx xxxxx xxxxx x x x x x x x A x x X x xxxxxxx xxxx X XXXXX xxxxx x x x X x x x x x x x x A xxxxxxx xxxxx xxxxxxx 1 18JUL00 15:05:24 PAGE I .......... ........................... THIS RUN EXECUTED 18JUL00 15:05:24 HEC -2 WATER SURFACE PROFILES Version 4.6.2; ... May 1991 ... ... ............................ T1 GRAPEVINE CREEK, COPPELL6IRVING,DALIAS COUNTY,TX PIS 10 YEAR DISCHARGE T2 POST PROJECT MODEL NO ENCROACHMENTS T3 GRAPEVINE CREEK PROPOSED COND. 309PR05.DAT (MULTI - PROFILE)BY A.H.H, 6/19 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 2 492.50 J2 NPROF IPI.OT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 38 1 43 26 B 4 67 69 QT 6 6700 9400 10500 13400 11300 10500 NC .065 .070 .045 .1 .3 •••••NOTE:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH FIE ..... STARTING HEEL FROM KIMLEY HORN PIS UPDATE MAY 1990 xi 27620 32 1926 1992 50 50 50 1.6 GR 509.5 2000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 OR 495.1 1422 992.3 1443 491 -9 1500 489.0 1600 491.5 1700 GR 991.6 1713 492.2 1731 492.0 1746 493.3 1800 493.0 1900 GR 493.2 1926 476.6 1955 474.6 1960 473.9 1965 474.4 1970 GR 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 OR 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 GR 506.8 2600 508.4 2700 NC .065 .065 .045 .1 .3 PROFILE SECTION T - SURVEY SECTION 19 X1 30130 2D 2180 2222 1600 2000 2510 -0.1 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GR 501.8 2000 500.8 2066 495.7 2100 992.4 2180 484.5 2200 GR 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2900 OR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 NC .3 .5 ET 90.2 X1 30189 42 2138 2263 59 59 59 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 OR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 502.0 2154 999.1 2166 494. 1 16 27 992.5 7 213 491.5 2180 1 18JUL00 15:05:24 GR 491.5 21281 487.2 2194 487.2 2195 486.8 2207 486.8 PAGE 2 220 8 GR 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 2248 OR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 GR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 ET 90.21 PROFILE SECTION U - SURVEY SECTION 20 ST.L)UIS- SOUTHWESTERN R.R. X1 30190 58 2138 2263 1 1 1 BT 2 2138 513.3 510.2 2263 513.9 510.4 OR 517.3 1000 516.9 1100 516.5 1200 5162 1300 515.8 1400 OR 515.3 1500 515.0 1600 514.6 1700 514..2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 510.9 2153 510.4 2154 502.0 2154 994.1 2166 510.4 2166 OR 510.4 2167 494.1 2167 492.5 2173 4915 2180 5104 2180 GR 510.4 2181 491.5 2181 487.2 2194 510.. 4 2194 510..4 2195 GR 487.2 2195 486.8 2207 510.4 2207 510.4 2208 486.8 2208 GR 487.1 2221 510.4 2221 510.4 2222 487.1 2222 994.5 2234 OR 510.4 2234 510.4 2235 494.5 2235 500.2 2248 510.4 2248 GR 510.4 2249 500.2 2249 507.2 2260 510.4 2263 513.4 2263 OR 513.7 2400 514.0 2500 519.4 2600 519.5 2700 514.7 2800 GR 515.1 2900 515.4 3000 515.6 3100 ET 90.21 X1 30200 30 10 10 x2 I ET 90.2 xi 30201 42 2138 2263 1 1 1 OR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 535.8 1400 OR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2353 GR 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 GR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 GR 487.1 2221 4287.1 2222 494.5 2234 999.5 2235 500.2 2248 OR 500.2 2299 507.2 2260 510.4 2263 513.4 2263 513.7 2900 OR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 NC .1 .3 ET 8.1 2067 2222 X1 30250 20 2180 2222 49 49 49 OR 512.8 1500 513.0 1600 512.1 1700 5100 1800 506.3 1900 GR 501.8 2000 500.8 2066 495.7 2100 492..4 2180 484.5 2200 OR 483.8 2207 484.8 2212 502.0 2222 5044 2300 5071 2400 Gft 510.9 2500 511.4 2600 512.2 2700 512..5 2800 513..1 2900 ET 8.1 1734 1920 xi 31310 19 1863 1920 750 500 1060 -0.4 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 OR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GR 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 OR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 1 18JUL00 15:05:24 PAGE 3 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. xi 31480 33 1795 1915 170 170 170 BT 2 1795 509.1 506.1 1915 509.1 506.1 GR 517.3 1000 516.7 1100 515.3 1200 512.9 1300 510.3 1400 OR 508.5 1500 508.1 1600 508.4 1700 509.1 1795 504.5 1797 GR 495.2 1816 493.3 1826 506.1 1826 506.1 1829 493.3 1829.1 OR 488.7 1845 488.0 1849 491.1 1884 506.1 1884 506.1 1887 GR 491.1 1887 494.6 1889 505.6 1913 505.9 1915 509.1 1915 OR 511.1 2000 513.1 2100 514.9 220D 516.1 1300 516.6 2400 OR 517.1 2500 517.1 2600 516.8 2700 XI 31500 20 20 20 X2 I ET 8.1 1666 1920 X1 31550 19 1867 1920 50 50 50 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 OR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 OR 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 OR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC .065 .06 .045 .1 .3 HALF? ASSOC. SURV. SECN. AS X1 31750 30 1000 1268 180 220 200 GR 509.6 3000 492.74 1071 492.34 1150 990.54 1158 490.74 3177 GR 489.94 1189 488.64 1192 489.34 1196 493.04 1207 513.06 1268 HALFF ASSOC. SURV. SECN. BB X1 32740 13 1000 1293.5 990 990 990 OR 511.47 1000 495.57 1067 493.77 1089 493.57 1106 495.77 1117 GR 493.27 1128 493.07 1132 493.17 1137 494.37 3157 493.67 1203 GR 510.37 1272.5 511.17 1286.5 512.67 1293.5 HALFF ASSOC. SURV. SECN. CC X1 34045 19 1000 1351 1305 1305 1305 GR 518.5 1000 499.9 1D69 499.3 1087 498.3 1093 499.3 1101 GR 499.3 1128 497.6 1142 493.1 1162 496.1 1182 499.5 1197 OR 199.6 1207 497.7 1216 495 1226 497.8 1237 498.9 1244 GR 498.9 7268 512.93 1310 513.73 1324 516.53 1351 KALFF ASSOC. SURV. SECN. DD X1 34330 16 1000 1334 285 215 215 OR 518.23 1000 502.47 1065 999.17 1092 498.67 1097 498.87 1117 OR 499.47 1123 500.57 1133 499.17 1176 498.07 1187 499.17 1194 OR 500.37 1202 502.27 1225 502.57 1271 514.63 1313 515.53 1326 OR 517.83 1334 HALFF ASSOC. SURV. SECT/. EE X1 34870 30 1000 1332 540 540 540 OR 519.25 1000 501.96 1066 502.36 1144 501.76 1148 50126 1158 GR 501.76 1166 502.76 1175 502.06 1262 518.85 1316 520..25 1332 1 18JUL00 15:05:24 PAGE 4 HALF? ASSOC. SURV. SECN. PP MOVED 120' D.S. TO FACE FREEPORT PKWY X1 35450 13 1002 1302 580 580 580 BT 2 1000 521.5 515.8 1302 520.3 514.1 OR 521.5 1000 515.8 1000 514.2 1002 512.1 1029 505.6 1049 GR 503.1 1075 500.9 1150 505.3 1225 504.8 1249 512.1 1271 OR 512.8 1300 514.1 1302 520.3 1302 HALFF ASSOC. SURV. SECN. FF U.S. FACE PRE PORT PKWY X1 35570 120 120 120 X2 1 QT 6 7300 10000 11200 14200 17000 11200 xi 35770 14 1000 1316 200 200 200 0.8 OR 520.11 1000 505.81 1057 504.03 1083 501.73 ID93 499.01 1100 GR 502.11 1108 504.71 1114 504.31 1159 503.7 1168 503.61 1174 GR 503.91 1189 504.71 1204 507.01 1258 522.01 1316 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NATURAL CHANNEL)- - -- APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL X1 35970 30 1000 1264.9 200 200 200 CI 1131 503.2 .040 3 3 -180 CI 1131 501.2 .04 0 4 4 20 GR 519.01 1000 510.31 1071 509.71 1096.4 504.51 1116.4 499.93 3173.4 GR 505.01 1144.4 507.51 1158.4 508.11 1186.9 520.41 1257.9 521.21 1264.9 NC .3 .5 36070 -36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. 'A' (1- 29 -85) BAF EXTENDED FROM TOPO X1 36070 14 1128 1204 130 60 100 CI 1166 503.42 .040 3 3 -120 CI 1166 501.42 .040 4 4 20 GR 520.5 1000 518.1 1078 514.8 1096 512.9 1113 512.7 1128 GR 505.6 1142 501 1168 504.7 1193 513.8 1204 514.3 1228 OR 516.3 1258 516.6 1264 520 1300 522 1450 HALFF ASSOC. SURV. SECN. 'B' (1- 29 -85) BAF X1 36360 9 1125 1162 290 290 290 CI 1145 504 .035 3 3 -120 CI 3145 502 . 035 4 4 20 OR 522 1ODO 517.4 3093 513.4 1125 5049 1135 501.4 1145 OR 504.4 1159 511.7 1162 514.5 1196 517..6 1245 NC .05 -050 .015 BEGIN CONCRETE LINING xi 38220 8 1056. 1107 40 40 40 .4 CI -1 504 .015 .O1 .O1 -100 CI -01 GR 522.4 1000 514 1056 504.1 1065 502 1082 504.1 1098 OR 514.54 1107 516.7 1207 520 3250 1 181JUL00 15:05:24 PAGE 5 BOTTOM OF 6.5' DROP STRUCTURE X1 38232 12 12 12 CI -1 504 .015 .01 .01 X3 USED TO REFLECT INEFFECTIVE FLAW TOP OF 6.5• DROP STRUCTURE, END CONCRETE X1 38235 3 3 3 C1 -1 510.5 .015 .01 .01 X3 1021.5 525 1141.5 525 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. X1 38255 20 20 20 C1 -1 510.5 .035 3 3 -90 X 1006.5 525 1156.5 525 APPROXIMATE CITY LIMITS OF COPPELL X1 38315 8 2670 2860 60 60 60 CI -1 510.5 .035 30 10 -45 GR 525.8 2630 515 2670 514 2740 510.5 2752 510.5 2772 GR 514 2784 515 2860 524.7 2890 NC .015 .015 .045 .1 ,3 DS FACE W BOUND I.H.635 (•n' Values, Channel stations and mCro Ch-ts have been CorreCted through 635 by A.N.N.) X1 38380 15 2670 2860 65 65 65 .4 CI .01 X 2630 529.1 2890 529.2 OR 559.4 0 548.5 300 531.5 1400 525.8 2630 515 2670 OR 514 2740 511 2752 511 2771 514 2784 515 2860 GR 524.7 2890 521.2 3800 521.1 4200 526 5400 534.3 5500 SB 1.05 1.2 -2.5 105 4 3920 7.5 511 511 U.S. PACE W. BOUND IH 635 X1 38420 40 40 40 X 1 528.7 532.8 .1 X3 1630 529.2 2890 529.2 BT 6 559.5 300 556.5 1400 539.5 BT 3800 529.2 4200 529.2 5500 534.3 VALLEY SECT BTNH I.H. 635 BRIDGES X1 3B500 80 80 80 X3 2630 529.2 2890 529.2 .3 NC .015 .015 .045 DS FACE E. BOUND I.H.635 X1 38580 BO 80 80 %3 2630 529.2 2890 529.2 .4 1 18JUL00 15:05:24 PAGE 6 SB 1.05 1.2 -2.5 105 4 3920 7.5 512.2 512.2 US FACE E. BOUND I.H.635 X1 38620 40 40 40 X2 1 528.7 532.8 .1 X3 2630 529.2 2890 529.2 BT 6 559-5 300 556.5 1400 539.5 B7 3800 529.2 4200 529.2 5500 534.3 NC .055 .045 .055 NH 5 0.05 1721 0.065 1732 0.045 1776 0.065 1794 0.05 NH 1846 50• U.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 38670 15 1717 1813 50 50 50 % 1339 532.8 GR 526 1000 525 1410 524 1501 519 1643 518 1681 GR 516 1717 515 1721 507 1732 505.09 1746 506 1760 GR 514 1776 515 1785 516 1799 517 1813 530 1896 NC .065 .070 .045 NH 5 0.05 1363 0.08 1378 0.045 1404 0.08 1424 0.05 NH 1716 SECTION 38889 IS OLD NDM SECTION 38850 NOM XSECTION - BEGIN BERM(REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 38889 17 1378 1424 268 216 219 X3 1648 532.8 GR 527 1000 525 1142 524 116 523 1172 522 1199 GR 521 1250 518 1363 517 1378 509 1388 505.86 1396 CR 510 1404 515 1424 516 1447 519 1524 520 1567 GR 523 1 64 7 529 1716 39016 AND 39403 ARE NEW CROSS SECTIONS 2 -2000 FROM HAI TOPO (KHH) NC .050 .070 .045 NH 5 0.05 1447 0.08 1475 0.045 1479 0.08 1510 0.05 NH 1867 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 4 LEFT BANK ENCROACHMENT X3 39016 15 1428 1743 183 70 127 X3 1360 532.8 1782 532.80 X4 3.0 514.0 1432.0 514.0 1447.0 514.0 1460.0 GR 527 1009 526 1017 525 1090 524 1310 523 1348 GR 520 1417 514 1447 510 1475 506.34 1477 510 1479 CR 514 1510 520 1646 523 1743 523 1807 529 1867 1 18JUL00 15:05:24 PAGE 7 NH 5 0.05 1752 0.08 1900 0.045 1908 0.08 1972 0.05 NH 2115 EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK ENCROACHMENT SWALE X1 39403 23.0 1752 1972 278. 216 387 X4 4.0 515.0 1707.0 515.0 1752.0 515.0 1757.0 520.0 1774.0 GR 528.0 1000.0 526.0 1020.0 525.0 1146.0 524.0 3386.0 523.0 1465.0 GR 522.0 1544.0 521.0 1633.0 515.0 1752.0 517.0 1855.0 516.0 1888.0 GR 507.5 1899 .0 508.0 1900.0 509.0 3903.0 515.0 1908.0 GR 521.0 1934.0 522.0 1950.0 523.0 1957.0 524.0 1972.0 GR 524.0 2065.0 524.0 2090.0 528.0 2115.0 1118.4 .045 NC 0.040 0.040 0.040 1878.0 519.0 2119.0 NH 5 0.05 1912 0.08 3953 0.045 1965 0.08 2078 0. 0.045 NH 2258 522.0 2208..0 521.0 2322.0 39768, 39900, 40208, L 40408 ARE NEW CROSS SECTIONS 2 -2000 FROM HAI TOPO Om PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH). LEFT ENCROACH • SW Xi 39768 6.0 1000.0 1210.6 91 364 365 X4 4.0 514.9 1082.8 511.9 1091.8 511.9 1118.8 514.9 GR 530.0 95 D.0 528.0 3000.0 514.9 1039.3 511.9 3171.3 GR 530.0 1260.6 DS FACE OF PROPOSED NEW ROAD BRIDGE DOWNSTREAM OF PROPOSED REGENT ROAD BRIDGE Xi 39800 6.0 1000 1174 32 32 32 X4 4.0 515.0 10645 512 10735 512 1100.5 515.0 GR 530.0 950.0 528..0 1000.0 515..0 1026.0 515.0 1148.0 GR 530.0 1226.0 SB 1.05 2.268 2.5 0 138 4.0 1584. 2 US FACE OF PROPOSED NEW ROAD BRIDGE UPSTREAM OF PROPOSED REGENT ROAD BRIDGE X1 39865 65 65 65 X2 1 528.2 534.2 X3 10 534.2 X4 4.0 515.0 1064.5 512 1073.5 512 1100.5 515.0 "r 4 900 535 0 1000 534.2 528.2 1178 BT 1254.8 535.0 0 1 18JUL00 15:05:24 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 NALFF ASSOCIATES TOPO (KHH) CHANNEL IMPROVEMENT X1 39900 6.0 1000 1191.8 35 35 35 X4 4.0 515.2 1073.4 512.2 1083.4 532.2 1109.4 515.2 GR 530.0 950.0 528.0 1000.0 515.2 1038.4 515.2 1153.4 GR 530.0 124 1. 8 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 40208 6.0 1000 1202.6 308 301 308 X4 4.0 515.9 1078.8 512.9 1087.8 512.9 1114.8 515.9 GR 5300 950.0 528.0 1000.0 515.9 1036.3 515.9 1166.3 OR 530..0 1252.6 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 40408 6.0 1000 1198.8 200 200 200 X4 4.0 516.4 1077.3 513.4 1086.3 513.4 1113.3 516.4 GR 530.0 950.0 528.0 1000.0 516.4 1034.8 516.4 1164.8 GR 530.0 1248.8 NH 5 .050 1930 .045 2061 .080 2092 .045 NH 2275.0 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) L LEFT BANK SWALE X1 40635 16.0 1865 2092.0 180 220 220 GR 530.0 1730.0 528.0 1865.0 517.5 1900.0 517.5 1980.0 GR 513.0 2039.0 512.5 2041.0 513.0 2042.0 518.0 2049.0 GR 5210 2061.0 523.0 2092.0 514.8 2122.0 514.8 2197.0 GR 530..0 2295.0 NH 9 050 1805 0.045 1855 0.05 2016 .080 NH 2137 0 2179 050 2231 .08 . 0.045 2340 0.05 NEW SECTION ADDED TO REVISED EX ISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) L LEFT BANK SWALE X1 40698 19.0 1750 1878.0 152 55 155 GR 530.0 1610.0 528.0 175 D.0 518.40 1788.0 518.40 1855.0 GR 524.0 1959.0 522.0 2004.0 521.0 2016.0 520.0 2083.0 G R 518.0 2130.0 520.0 2137.0 523.0 2154.0 529.0 2179.0 GR 515.1 2270.0 515.1 2300.0 528.0 2340.0 530.0 2415.0 SECTION 41138 IS OLD NDM SECTION 41180 1 18JUL00 15:05:24 QT 6 5100 7000 7900 9900 6200 7900 NH 7 0.05 1875 0.045 1925 0.05 2164 0.08 NH 2234 0.07 2404 0.05 2431 CHANNEL IMPROVEMENT DATA (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHN) ADD SWALE X1 41138 23.0 1829 1952.0 96 440 100 OR 530.0 1729.0 528.0 1829.0 518.9 1875.0 518.9 1925.0 GR 525.0 2016.0 525.0 2016.0 529.0 2106.0 523.0 2164.0 ON 519.0 2212.0 518.2 2218.0 520.0 2225.0 521.0 2234.0 GR 520.0 2327.0 519.0 2330.0 519.0 2339.0 520.0 2348.0 GR 523.0 2404.0 527.0 2416.0 529.0 2431.0 41340, 41740 AND 41990 ARE NEW CROSS SECTIONS 2 -2000 FROM HAI TOPO (KHH) 41340 BOTTOM WIDTH - 90 FEET NC 0.040 0.040 0.040 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 519.0 1922.0 528.0 524.0 2051.0 515..15 .15 1198.8 w 11271 1109.5 N 528..0 1210.6 528.0 1109.5 528.0 1174.0 515.00 515..15 .15 1198.8 534.2 0.050 1109.5 2033.0 534.2 528.2 528.0 PAGE 8 1118.4 .045 528.0 1191.8 1123.8 528.0 1202.6 1122.3 528.0 1198.8 2150. 0.050 515.0 2033.0 520.0 2056.0 528.0 2247.0 2083 .045 2415 524.0 1878.0 519.0 2119.0 525.0 2231.0 PAGE 9 2212 0.045 525.5 19520 522.0 2208..0 521.0 2322.0 521.0 2362.0 X1 41340 6.0 1000 1176.0 200 340 215 OR 532.0 950.0 530.0 1000.0 518.8 1033.0 518.8 OR 532.0 1226.0 NOM SECTION 42050 530.4 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 750 NH 3 HALPF ASSOCIATES TOPO (KHH) 1266 X1 41471 6.0 1000 1156.0 131 131 131 OR 532.0 950.0 530.0 1000.0 519.13 1033.0 519.13 OR 532.0 1206.0 533.3 2900 350 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 450 850 541.2 HALFF ASSOCIATES TOPO (KHH) 15:05:24 X1 41703 6.0 1000 1156.0 232 232 232 OR 532.0 950.0 530.0 1000.0 519.7 1033.0 519.7 OR 532.0 1206.0 21.0 1982 2062.0 100' DS LOYAL LANE (REVISED FOR THIS MODEL PER 2 -2000 98 xi 42040 HALFF ASSOCIATES TOPO (KHH) 6.0 1000 1200.0 337 337 337 OR 532.0 950.0 530.0 1000.0 520.5 1030.0 520.5 1170.0 OR 532.0 1250.0 1300 529.4 1400 1713 5220 . 1791 SECTION 42138 IS OLD NOM SECTION 42050 530.4 2500 750 NH 3 0.05 1266 0.045 2062 0.05 3630 1800 532.2 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 532.2 1 2800 533.3 2900 350 542.1 450 850 541.2 18JUL00 15:05:24 541.7 1500 1529 534.0 1535 1584 538.9 'REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TDPO (XHH) X1 42138 21.0 1982 2062.0 98 98 98 X3 l0 OR 540.0 1000.0 530.0 1019.0 531.0 1097.0 531.0 OR 530.0 1266.0 529.0 1285.0 529.0 1520.0 530.0 GR 530.0 1982.0 521.0 2018.0 521.0 2030.0 530.0 OR 531.0 2454.0 532.0 2521.0 572.0 2672.0 532.0 OR 535.0 3630.0 SECTION 42200 IS OLD NOM SECTION 42090 NC .065 .070 .045 SB 1.05 2.268 -2.5 8 4 316.93 US PACE RADIO RD SECT 426 XI 42200 62 62 62 % 1 528.71 530.86 X3 10 BT -25 1106 528.24 1269 528.50 BT 1566 529.94 1812 530.14 BT 1840 530.20 1920 530.26 BT 2003 529.73 2076 529.57 BT 2167 530.15 2190 530.09 BT 2251 530.58 2261 530.73 ST 2327 531.14 2393 532.30 BT 2978 533.43 2519 533.49 ST 2539 533.24 SECTION 42280 IS OLD NOM SECTION 42170 (APPROXIMATELY FEMA CROSS SECTION J) PROFILE SECTION BE - SURVEY SECTION 27 X1 42280 28 1791 1810 80 80 BO OR 540 0 5390 100 538.0 200 537.0 GR 529.5 1000 529..4 1100 529.4 1200 528.6 GR 529.4 1500 529.7 1600 527.9 1700 524.5 OR 521.7 1797 520.7 1800 521.7 1808 522.5 OR 528.2 2000 529.7 2100 529.8 2200 530.2 GR 530.6 2500 530.8 2600 540.0 3800 PROFILE SECTION CC - SURVEY SECTION 28 Xl 44200 32 1740 1786 1800 1300 2030 GR 550.0 600 548.0 650 546.0 700 544.0 GR 535.9 1000 535.2 3100 534.3 1200 534.1 OR 533.2 1500 530.8 1600 528.8 1644 527.7 GR 524.9 1757 525.4 1768 531.9 1786 531.9 OR 532.3 2000 532.6 2100 532.5 2200 532.0 OR 531.8 2500 532.3 2600 532.5 2700 532.9 OR 533.5 3000 550.0 3500 1 18JUL00 15:05:24 O'T 6 5100 7000 7900 9900 7500 7900 PROFILE SECTION DD - SURVEY SECTION 29 X1 45820 26 2160 2187 1400 1000 1620 OR 541.7 1000 540.7 1100 539.6 1200 538.8 GR 538.2 1500 538.8 1548 538.7 1562 537.8 GR 538.2 1800 537.8 1900 538.2 2000 538.4 OR 533.0 2160 531.8 2182 531.8 2185 533.1 GR 537.2 2300 537.3 2400 537.5 2500 53 8 OR 54 0. 0 2800 .6 FT 500.2 PROFILE SECTION EE - SURVEY SECTION 30 X1 47450 26 2349 2369 1250 1350 1630 GR 545.7 1000 544.9 1100 544.3 1200 543.6 GR 542.5 1500 542.1 1600 543.7 1700 591.1 OR 540.8 2000 541.2 2100 541.6 2166 541.6 GR 540.3 2269 536.9 2300 535.8 2349 532.1 OR 536.8 2900 542.0 2475 541.6 2500 542.5 OR 544.6 2800 ET 650.2 100' DS COUNTY LINH RD xi 47540 35 1511 1591 10 200 90 OR 549.3 50 543.6 150 542.8 250 542.5 OR 541.7 550 541.1 650 541.0 750 540.8 OR 541.3 1100 541.3 1200 541.2 1300 541.7 GR 541.8 1511 538.6 1511 531.0 1525 530. OR 534.5 1542 534.9 1544 535.3 1565 536.4 OR 541.7 1591 541.4 1600 541.6 1700 541.4 1143.0 530.0 1176.0 1123.0 530.0 1156.0 1123.0 530.0 1156.0 530.0 1200.0 PAGE 30 529.29 529.29 1110.0 530.0 1124.0 1778.0 530.0 1982.0 2062.0 530.0 2349.0 2954.0 530.0 3083.0 519.84 1 530.86 53086 1566 529..94 1827 530.00 1933 530.10 2140 530.16 2210 530.19 2314 530.93 2395 532.29 2525 533.07 300 536.0 400 1300 529.4 1400 1713 5220 . 1791 1810 525. 8 1900 2300 530.4 2500 750 542.0 800 1300 533.8 1400 1700 526.8 1740 1800 532.2 1900 2300 532.2 2400 2800 533.3 2900 PAGE 11 1300 538.6 1400 3600 537.7 3700 2000 533.4 2094 2187 533.7 2200 2600 539.2 2700 1300 542.8 1400 1800 541.0 1900 2182 541.9 2200 2363 535.4 2369 2600 543.5 2700 i.5 350 542.1 450 850 541.2 950 1400 541.7 1500 1529 534.0 1535 1584 538.9 1591 1800 541.5 1900 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 ET 1 110 .2 D.S. PACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 X1 47640 37 1511 1591 100 100 100 X3 30 540.4 540.4 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 GR 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 GR 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.6 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 OR 544.0 2200 545.7 2300 ET 1020.2 SB 1.05 2.705 -2.5 66.5 4 416.7 1.125 534.4 U.S. FACE COUNTY LINE RD SECT 831 XI 47670 30 30 30 X2 1 540.4 541.7 X3 30 540.4 540. BT 2 1511 541.8 540.4 1591 541.7 540.4 ET 875.2 1 18JULOO 15:05:24 50' U.S. COUNTY LINE RD X1 47720 35 1511 1591 50 50 SO .3 OR 544.3 50 543.6 150 542.8 250 542.5 350 542.3 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 OR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 GR 534.5 3542 534.9 1544 535.3 1565 536.4 1584 538.4 GR 541.7 1591 541.4 1600 54 1. 6 1700 541.4 1800 541.5 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 ET 240.2 PROFILE SECTION GO - SURVEY SECTION 32 X1 48350 25 2130 2300 600 300 630 GR 549.5 1000 546.9 1100 546.8 1200 545.7 1300 549.9 GR 544.1 1500 544.5 1600 544.1 1700 544.2 1800 544.0 GR 543.9 2000 544.2 2100 543.4 2130 537.9 2154 535.4 GR 537.7 2257 539.1 2300 539.6 2400 539.6 2423 543.2 OR 549.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG MV HL GLOSS L -BANK ELEV Q QLOB QCH QROB AIDE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -PROF I 0 CCHV- .100 CEHV- .300 •SECNO 27620.000 3265 DIVIDED FLOW •••••N07'E: Se CARD HEIR COEFF. CMG'D. 10 -2.5 TO MATCH FIS••••• STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 17.00 492.50 .OD 492.50 493.78 1.28 .00 .00 494.80 6700.0 201.6 6440.3 58.1 147.4 695.1 27.1 .0 .0 489.00 .00 1.37 9.27 2.15 .065 .045 .070 .000 475.50 1520.83 .003833 50. 50. 50. 0 0 0 .00 232.51 2007.37 CCHV- .100 CEMV- .300 •SECNO 30130.000 3301 HV CHANGED MORE THAN HVINS PROFILE SECTION T - SURVEY SECTION 19 30130.000 16.97 500.67 00 .00 501.40 .73 7.56 .06 492.30 6700.0 2503.1 4196.9 .0 623.2 519.2 .0 49.8 8.3 501.90 .30 4.02 8.0: .00 .065 .095 .000 .000 483.70 2066.21 .002794 1600. 2510. 2000. 2 0 0 .00 155.08 2221.28 CC HV- .300 CEHV= .500 •SECNO 30189.000 301:9.000 13.94 500.74 .00 .00 501.68 .95 .18 .11 513.30 6700.0 .0 6700.0 .0 .0 858.5 .0 51.1 8.4 513.40 .10 .00 7.80 .00 .000 .045 .000 .000 486.80 2355.92 .003192 59. 59. 59. 2 0 0 .00 93.92 2249.84 •SECNO 30190.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .51 1 18JUL00 15:05:24 SE DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB AUDI) ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID FNDST 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. 30190.000 13.85 500.65 .00 .00 501.78 1.12 .01 .09 513.30 6700.0 .0 6700.0 .0 .0 787.5 .0 51.1 8.4 513.40 .10 .DO 8.51 .00 .000 .045 .000 .000 486.80 2156.05 .012076 1. 1. 1. 2 0 0 .00 86.66 2249.71 •SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL, BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELI.C- 510.40 30200.000 14.02 500.82 .00 .00 501.91 1.08 .12 .01 513.30 6700.0 .0 6700.0 .0 .0 802.5 .0 51.3 B.5 513.40 .30 .00 8.35 .00 .000 .045 .000 .000 486.80 2155.79 .011551 10. 10. 30. 2 0 0 .00 87.20 2249.98 •SECNO 30201.000 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.01 30201.000 14.30 501.10 .00 .00 501.97 .87 .01 .06 51330 6700.0 .0 6700.0 .0 .0 893.1 .0 51.3 8.5 513..40 .10 .00 7.50 .00 -000 .045 .000 .000 486.80 2155.36 .002848 1. 1. 1. 2 0 0 .00 95.05 2250.42 CCHV- .100 CEMV- .300 •SECNO 30250.000 30250.000 17.75 501.55 .00 .00 502.12 .57 .12 .03 492.40 6700.0 2694.2 4005.8 .0 730.8 551.6 .0 52.6 8.6 502.00 .10 3.69 7.26 .00 .065 .045 .000 .000 48380 2036.50 .002129 49. 49. 49. 2 0 0 .00 205..24 2221.74 -SE CNG 31310.000 31310.000 15.84 503.64 .00 .00 504.14 .49 2.00 .01 490.70 6700.0 3602.2 3097.8 .0 830.3 452.9 .0 78.2 12.4 509.20 .15 4.34 6.84 .00 .065 .045 .000 .000 487.80 1714.93 2300 450 950 1500 1535 1567 1700 2100 534.4 4 PAGE 12 450 950 1500 1535 1591 1900 2300 1400 1900 2200 24 51 2900 PAGE 13 PAGE 14 1 i 1 .002259 750. 1060. 500. 2 0 0 .00 193.59 1908.52 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG MV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 31480.000 3265 DIVIDED FLAW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX EI.IA. 506.10 PROFILE SECTION V - SURVEY SECTION 23 SOUTHWESTERN BLVD. 31480.000 15.99 503.99 .00 .00 504.60 .61 .43 .03 509.10 6700.0 .0 6700.0 .0 .0 1070.0 .0 82.8 13.0 509.10 .16 .00 6.26 .00 .000 .045 .000 .000 488.00 1798.04 .002846 170. 170. 170. 2 0 0 .00 105.44 1909.49 'SECKO 31500.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.30 MAX ELLC. 506.10 31500.000 16.06 504.06 .00 .00 504.66 .60 .06 .00 509.10 6700.0 .0 6700.0 .0 .0 1076.0 .0 83.3 13.0 509.10 .16 .00 6.23 .00 .000 .045 .000 .000 488.00 1797.92 .002804 20. 20. 2D. 1 0 0 .00 105.68 1909.62 -SECNO 31550.000 31550.000 16.14 504.34 .00 .00 504.79 .45 .12 .02 491.10 6700.0 3639.8 3060.2 .0 875.3 466.6 .0 84.7 13.2 509.60 .16 4.16 6.56 .00 .065 .045 .000 .000 488.20 1708.16 .002033 50. 50_ 50. 2 0 0 .00 200.98 1909.14 CCHV- .100 CEHV- .300 'SECNO 31750.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.33 NALPF ASSOC. SURV. SECN. AA 31750.000 16.19 504.83 .00 .00 504.97 .14 .14 .03 509.60 6700.0 .0 6700.0 .0 .0 2260.5 .0 92.8 14.1 513.06 .18 .00 2.96 .00 .000 .045 .000 .000 488.64. 1020.11 - 000373 180. 200. 220. 0 0 0 .00 221.15 1241.26 1 18JUL00 15:05:24 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OIOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH ARON VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL.OBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 32740.000 HALFF ASSOC. SURV. SECN. BB 32740.000 12.19 505.26 .00 .00 505.43 .17 .45 .01 511.47 6700.0 .0 6700.0 .0 .0 1996.8 .0 141.1 19.2 512.67 .26 .00 3.36 .00 .000 .045 .000 .000 493.07 1026.19 .000572 990. 990. 990. 2 0 0 .00 225.02 1251.21 'SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 13.05 506.15 .00 .00 506.36 .21 .92 .01 518.50 6700.0 .0 6700.0 .0 .0 1808.7 .0 198.1 26.2 516.53 .36 .00 3.70 .00 .000 .045 .000 .000 493.10 1045.82 .000891 1305. 1305. 1305. 2 0 0 .00 243.88 1289.70 'SECNO 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OP ACCEPTABLE RANGE, KRATIO - .58 HALF, ASSOC. SURV. SECN. DO 34330.000 8.34 506.41 .00 .00 506.83 .42 .41 .06 518.23 6700.0 .0 6700.0 .0 .0 1280.8 .0 208.3 27.8 517.83 .37 .00 5.23 .00 .000 5 .04 .000 .000 49B.07 1048.76 .002650 285. 285. 285. 2 0 0 .00 235.60 1284.36 'SECNO 34870.000 HALFF ASSOC. SURV. SECN, EE 34870.000 6.65 507.91 .00 .00 508.36 .45 1.52 .01 519.25 6700.0 .0 6700.0 .0 .0 1237.9 .0 223.9 30.7 520.25 .40 .00 5.41 .00 .000 .045 .000 .000 501.26 1043.31 .003002 540. 540. 540. 2 0 0 .00 237.49 1280.80 'SECNO 35950.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 520.30 MAX ELLC- 514.10 HALLPF ASSOC. SURV. SECN. FF MOVED 120' D.S. TO FACE FREEPORT PKWY 35450.000 8.56 509.46 .00 .00 509.85 .39 1.48 .01 514.20 6700.0 .0 6700.0 .0 .0 1330.7 .0 241.0 33.8 520.30 .43 .00 5.03 .00 .000 .045 .000 .000 50090 1037.13 .002206 580. 580. 580. 1 2 0 0 .00 225..92 1263.04 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH A-ROD VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID E14DST 'SECNO 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFF ASSOC. SURV. SECN. PF U.S. FACE FREEPORT PKWY 35570.000 8.84 509.74 .00 .00 510.10 .36 .25 .00 514.20 6700.0 .0 6700.0 .0 .0 1395.3 .0 244.7 34.4 520.30 .49 .00 4.80 .00 .000 .045 .000 .000 500.90 1036.25 .001904 120. 120. 120. 2 0 0 .00 227.65 1263.90 'SECNO 35770.000 3302 1fARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .61 35770.000 10.28 510.09 .0 0 .00 510.88 .78 .65 .13 520.91 7300.0 .0 7300.0 .0 .0 1027.0 .0 250.3 35.5 522.81 .45 .00 7.11 .00 .000 .045 .000 .000 499.81 1043.12 .006172 200. 200. 200. 2 0 0 .00 223.70 1266.82 -SECNO 35970.000 CHIMP CLSTA. 1131.00 CELCH. 503.20 BW- 180.00 STCHL- 1000.00 STCHR. 1264.90 CHIMP CLSTA- 1131.00 CELCH. 501.20 BW- 20.00 STCHL. 1000.0D STCHR. 1264.90 EXCAVATION DATA AEX. 1557.1SQ -FT VEXR- .OK -CU -YD VEXT- _0K-CU-YD WAR 3302 NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 2.45 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NATURAL CHANNEL)- - --APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL 35970.000 9.83 511.03 .00 .00 511.34 .30 .41 .OS 516.87 7300.0 .0 7300.0 .0 .0 1650.1 .0 256.4 36.5 517.83 .96 .00 4.42 .00 .000 .040 .000 .000 501.20 1077.50 .001025 200. 200. 200. 2 0 0 .00 227.00 1244.50 CCHV- .300 CEHV- .500 'SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH- 503.42 BW. 120.00 STCHL- 1060.33 STCHR- 1266.15 CHIMP CLSTA- 1166.00 CELCH- 501.42 BW. 20.00 STCHL- 1060.33 STCHR- 1266.15 I 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG IIV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA PAGE 15 PAGE 16 PAGE 17 PAGE 18 SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EXCAVATION DATA AEX- 1101.7SQ -FT VEXR- 4.9K -CU -YD VEXT- 4.9K -CU -YD 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KPATIO - .66 36070 -36140 MOVED 70• D.S. HALFF ASSOC. SURV. SECN. - A - (1- 29 -85) BAF EXTENDED FROM TOPO 36070.000 9.60 511.02 .00 .00 511.65 .64 .15 .17 518.64 7300.0 .0 7300.0 .0 .0 1140.7 .0 259.6 36.9 516.80 .47 .00 6.40 .00 .000 .040 .000 .000 501.42 1083.21 .002318 130. 100. 60. 2 0 0 .00 165.58 1248.79 - SECNO 36360.000 CHIMP CLSTA- 1145.00 CELCH- 504.00 BW- 120.00 STCHL- 1036.40 STC : 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL- 1036.40 STCHR- 1245.00 EXCAVATION DATA AEX- 1532.7SQ -F7 VEXR- 14.1K -CU-YD VEXT- 19.1K -CU -YD HALFF ASSOC, SURV. SECN. - B - (1- 29 -85) BAP 36360.000 9.60 511.60 .00 .00 512.24 .64 .58 .00 520.20 7300.0 -0 7300.0 .0 .0 1141.9 .0 267.2 38.0 517.33 .48 .00 6.40 .00 .000 .035 .000 .000 502.00 1062.20 .001771 290. 290. 290. 2 0 0 .00 165.60 1227.80 • SECNO 39220.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL. 1031.36 STCHR- 1131.61 EXCAVATION DATA AF.X- 658.4SQ -FT VEXR- 1.6K -CU -YD VEXT. 20.7K -CU -YD 3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 7.16 511.16 .00 .00 512.77 1.61 .05 .49 518.10 7300.0 .0 7300.0 .0 .0 717.6 .0 268.1 38.2 515.47 .48 .00 10.17 .00 .000 .015 .000 .000 504.00 1031 -43 .000911 40. 40. 40. 2 0 0 .00 100.14 1131.57 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VfOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST . SECNO 38232.000 CHIMP CLSTA. 1081.50 CELCM- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR. .3K -N -YD VEXT- 21.0K -CU-YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 7.18 511.18 .00 .00 512.78 1.60 .01 .00 518.10 7300.0 .0 7300.0 .0 .0 718.6 .0 268.3 38.2 515.47 .48 .00 10.16 -00 .000 .015 .000 .000 504.00 1031.43 .000907 12. 12. 12. 0 0 0 .00 100.14 1131.57 -SE CN0 38235.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 100.00 STCHL- 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX- 7.1SQ -FT VEXR- .OK -CU -YD VEXT- 21.0X -CU -YD 3301 HV CHANGED MORE THAN HVINS 3685 2D TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 BLENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 5.49 515.99 515.99 .00 518.73 2.74 .00 .57 518.09 7300.0 .0 7296.9 3.1 .0 549.5 4.1 268.3 38.2 515.47 .48 .00 13.28 .74 .000 .015 .050 .000 510.50 1031.45 .002116 3. 3. 3. 20 15 0 .00 110.05 1141.50 - SE CNO 38255.000 CHIMP CLSTA- 1081.50 CELCH= 510.50 BW- 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA AEX- II I.OSQ -FT VEXR- .OK -N -YD VEXT- 21.IK -CU -YD 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL I 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH OR O8 ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VIOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XIOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE- 1 TARGET- 150.000 ELENCL- 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLAW HALFF ASSOC. SURV. SECN. 38255.000 7.71 518.27 516.04 .00 519.28 1.07 .05 .50 525.00 7300.0 .0 7208.9 91.1 .0 863.5 34.0 268.7 38.3 515.70 .48 .00 8.35 2.68 .000 .035 .050 .000 510.50 1013.35 .003123 20. 20. 20. 23 5 0 .00 143.15 1156.50 - SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH- 510.50 BW- 45.00 STCHL- 2630.00 STCHR- 2890.00 EXCAVATION DATA AEX. 259.2SQ -FT VEXR- .4K -CV -YD VEXT- 21.5K -CU -YD 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMITS OF COPPELL 38315.000 8.53 519.03 .00 .00 519.58 .55 .15 .16 521.75 7300.0 .0 7300.0 .0 .0 1226.5 .0 270.1 38.5 520.75 .48 .00 5.95 .00 .000 .035 .000 .000 510.50 2655.06 .001980 60. 60. 60. 3 0 0 .00 217.76 2872.83 CCHV. .1DO CEHV- .300 - SE CNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .53 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE- 1 TARGET. 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE W BOUND I.H.635 1'n• Values, Channel stations and - C- Chments have been CorreCted through 635 by A.H.H.) 38380.000 7.54 518.94 .00 .00 519.94 1.00 .22 .13 515.90 7300.0 274.6 6798.3 227.1 23.2 885.8 19.4 271.7 38.6 515.90 .48 11.83 7.67 11.71 .015 .045 .015 .000 511.40 2656.89 .006972 65. 65. 65. 2 0 0 .00 214.07 2870.95 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG IIV HL OLD S L -BANX ELEV Q QI.OB QCH QROB AIOB ACH AR OB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EI24IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COPQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 1D5.00 4.00 3920.00 7.50 511.00 511.00 - SECNO 38420.000 PAGE 19 PAGE 20 PAGE 21 CLASS O A LW FLOW 3420 BRIDGE W. S. 518.91 BRIDGE VELOCITY- 5.76 CALCULATED CHANNEL AREA- 1267. EGPRS EGLWC H3 QWEIR 01,OW BARER TRAPEZOID ELLC ELTRD WEIRIP .00 520.03 .09 0. 7300. 3920. AREA 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR. 529.20 U.S. FACE W. BOUND IH 635 38420.000 7.53 519.03 .00 .00 520.03 1.01 .09 .00 $15.50 7300.0 273.0 6801.3 225.7 23.0 882.8 19.2 272.6 39.0 515.50 .49 11.86 7.70 11.75 .015 .045 .015 .000 511.50 2656.94 .007058 40. 40. 40. 0 0 0 .00 213.96 2870.90 • SECNO 38500.000 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE. 7 TARGET. 260.000 ELENCL- 529.20 ELENCR. 529.20 VALLEY SECT BTWN I.H. 635 BRIDGES 38500.000 7.87 519.67 .00 .00 520.54 .87 .49 .01 515.80 7300.0 307.9 6737.4 254.6 27.7 948.5 23.2 274.3 39.4 515.80 .49 11.10 7.10 10.99 .015 .045 .015 .000 511.80 2655.66 .005452 80. 80. 80. 2 0 0 .00 216.31 2871.97 • SECNO 38580.000 3470 ENCROACHMENT STATIONS. 2610.0 2890.0 TYPE. 1 TARGET. 260.000 ELENCL- 529.20 ELENCR. 529.20 DS FACE E. BOUND I.H.635 38580.000 7.92 520.12 .00 .00 520.97 .85 .43 .00 516.20 7300.0 312.6 6728.9 258.5 28.4 957.3 23.7 276.2 39.8 516.20 .49 11.00 7.03 10.89 .015 .045 .015 .000 512.20 2655.49 1 .005272 80. 80. 80. 2 0 0 .00 216.62 2872.12 181TUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL OLDSS L -BANK ELEV Q QLOS QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN EWIN SSTA SLOPE XLOBL XLCH XIDBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SO XK XKOR COPQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 3.05 1.20 -2.50 .00 105.00 4.00 - SECNO 38620.000 3920.00 7.50 512.20 512.20 CLASS A IOW FLOW 3420 BRIDGE W.S.. 520.08 BRIDGE VELOCITY. 5.78 CALCULATED CHANNEL AREA - 1262. EGPRS EGLWC H3 QWEIR QIDN LIAREA TRAPE20SD ELLC ELTRD WEI RIP AREA .00 521.05 .07 0. 7300. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 US FACE E. BOUND I.H.635 38620.000 7.88 520.18 .00 .00 521.05 .86 .08 .00 516.30 7300.0 309.2 6735.0 255.7 27.9 951.0 23.3 277.1 40.0 516.30 .49 11.07 7.08 10.96 .015 .045 .015 .000 512.30 2655.61 .005401 40. 40. 40. 0 0 0 .00 216.40 2872.01 1490 NH CARD USED •SECN0 38670.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1339.0 1846.0 TYPE. I TARGET. - 1339.000 ELENCL- 532.80 ELENCR. 100000.00 50' U.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 38670.000 15.44 520.53 .00 .00 521.28 .75 .22 .01 516.00 7300.0 810.3 6449.7 40.0 237.3 882.0 15.8 278.3 40.3 517.00 .50 3.41 7.31 2.53 .050 .057 .050 .000 505.09 1599.59 .003748 50. 50. 50. 2 0 0 .00 222.37 1821.96 1490 NH CARD USED • SECNO 38889.000 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL ODDSS L -BANK ELEV Q GLOB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XIDBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- .0 1648.0 TYPE. 1 TARGET. 1647.999 NDM %SECTION - BEGIN SERM(REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 18889.000 15.7 .00 .00 522.38 .54 .88 .02 517.00 7300.0 965.5 3518.2 2816.3 315.1 992.8 588.7 285.0 42.0 515.00 .51 3.06 7.14 4.78 .056 .060 .050 .000 50586 1211.13 .004089 268. 219. 216. 2 0 0 .00 393.. 73 1610.85 1490 NH CARD USED ` SECNO 39016.000 3470 ENCROACHMENT STATIONS. 1360.0 1782.0 TYPE- 1 TARGET- 422.000 ELENCL- 532.80 ELENCR- 532.80 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KNH) 6 LEFT BANK ENCROACHMENT 79016.000 15.98 522.32 .00 .00 522.61 .29 .40 .02 520.00 7300.0 106.7 7193.3 .0 61.8 1654.1 .0 289.4 43.1 523.00 .51 1.73 4.35 .00 .050 .055 .000 .000 506.34 1363.68 .002776 183. 127. 70. 2 0 0 .00 357.28 1720.96 1490 NH CARD USED • SECNO 39403.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) L LEFT BANK ENCROACHMENT ♦ SWALE 39403.000 15.78 523.28 .00 .00 523.49 .21 .87 .O1 $35.00 7300.0 4369.6 3130.4_ .0 987.2 1156.0 .0 305.2 46.5 524.00 .54 4.22 2.71 .00 .050 .078 .000 .000 . 50750 1442.68 .002193 278. 387. 216. 2 0 0 .00 518. 55 1961.24 • SECNO 39768.000 7302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.40 PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH). LEFT ENCROACH « SW 39768.000 11.70 523.60 .00 .00 523.98 .38 .44 .05 528.00 7300.0 .0 7300.0 .0 .0 1483.6 .0 317.3 48.5 528.00 .56 .00 4.92 .00 .000 .040 .000 .000 51190 1013.20 .001117 91. 365. 364. 2 0 0 .00 184..20 1197.40 1 18JMOO 15 :05:24 SECNO DEPTH CWSEL CRIWS WSELK EG Try HL OIDSS L -BhNK ELEV 0 QLOB QCH OROS AIDB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN SI14IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 39800.000 DDWNSTREAM OF PROPOSED REGENT ROAD BRIDGE PAGE 22 PAGE 23 PAGE 24 39800.000 11.56 523.56 .00 .00 524.05 .49 .04 .03 528.00 7300.D .0 7300.0 .0 .0 1298.9 .0 318.3 48.6 528.00 .56 .00 5.62 .00 .000 .040 .000 .000 512.00 3008.88 .001917 32. 32. 32. 2 0 0 .00 156.24 1165.12 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHII ELCHD 1.05 2.27 2.50 .00 138.00 4.00 1584.00 2.00 515.00 515.15 •SECNO 39865.000 CLASS A LOW FLOW 3420 BRIDGE W.S.- 523.46 BRIDGE VELOCITY- 5.78 CALCULATED CHANNEL AREA- 1276. EGPRS EGLWC R3 QWEIR QLC)W BAREA TRAPEZOID ELLC ELTRD WEIRIA AREA .00 524.09 .03 0. 7300. 1584. 2117. 528.20 534.20 0. 3495 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLEA- 534.20 ELREA- 534.20 UPSTREAM OF PROPOSED REGENT ROAD BRIDGE 39865.000 11.59 523.59 .00 .00 524.09 .50 .04 .00 528.15 7300.0 .0 7300.0 .0 .0 1286.1 .0 320.3 48.8 528.15 .56 .00 5.68 .00 .000 .040 .000 .000 512.00 1009.12 .001465 65. 65. 65. 0 0 0 .00 155.75 1164.88 •SECNO 39900.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) CHANNEL IMPROVEMENT 39900.000 11.45 523.65 .00 .00 524.14 .50 .05 .00 528.00 7300.0 .0 7300.0 .0 .0 1292.0 .0 321.3 49.0 528.00 .56 .00 5.65 .00 .000 .040 .000 .000 512.20 1013.08 .001540 35. 35. 35. 0 0 0 .00 165.63 1178.72 •SECHO 40208.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 1 18JUL00 15:05:24 PAGE 25 HALFF ASSOCIATES TOPO (KHH) 40208.000 11.26 524.16 .00 .00 524.59 .43 .44 .01 528.00 7300.0 .0 7300.0 .0 .0 1386.7 .0 330.8 50.2 528.00 .58 .00 5.26 .00 .000 .040 .000 .000 512.90 1011.52 .001351 308. 308. 308. 2 0 0 .00 179.57 1 19 1. 08 •SECNO 40408.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KHH) 40408.000 11.02 524.42 .00 .00 524.88 .46 .21 .11 528.00 7300.0 .0 7300.0 .0 .0 1342.1 .0 337.0 51.0 528.00 .59 .00 5.44 .00 .000 .040 .000 .000 513.40 1010.73 .001485 200. 200. 200. 2 0 0 .00 177.59 1188.32 1490 NH CARD USED •SECNO 40635.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.70 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) S LEFT BANK SWALE 40635.000 12.48 524.98 .00 .00 525.10 .12 .18 .03 528.00 7300.0 .0 9064.9 3235.1 .0 1479.0 1141.6 347.0 52.4 523.00 .61 .00 2.75 2.83 .000 .044 .049 .000 512.50 1875.08 .000512 180. 220. 220. 2 0 0 .00 360.96 2235.54 1490 NH CARD USED •SECNO 40698.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .62 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK SHALE 40698.000 9.92 525.02 .00 .00 525.19 .17 .OB .01 528.00 7300.0 .0 2158.6 5141.4 .0 617.9 1599.3 352.5 53.3 524.00 .62 .00 3.49 3.21 .000 .047 .050 .000 515.30 1761.80 .001348 152. 155. 55. 2 0 0 .00 568.95 2330.75 1490 NH CARD USED •SECNO 41138.000 1530 KANNI NOS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .62 1 18JVL00 15:05:24 PAGE 26 CHANNEL IMPROVEMENT DATA (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) ADD SWALE 41138.000 7.34 525.54 .00 .00 525.67 .14 .98 .00 528.00 5100.0 .0 1954.6 3145.4 .0 533.6 1301.5 368.5 58.2 525.50 .65 .00 3.66 2.42 .000 .048 .064 .000 518.20 1841.49 .001732 96. 100. 440. 2 0 0 .00 570.19 2911.62 •SECNO 41340.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41340.000 6.98 525.78 .00 .00 526.26 .49 .48 .11 530.00 5100.0 .0 5100.0 .0 .0 910.8 .0 377.1 60.6 510.00 .67 .00 5.60 .00 .000 .040 .000 .000 518.80 1012.45 .002113 200. 215. 340. 2 0 0 .00 151.11 1163.56 •SECNO 41471.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 NALFF ASSOCIATEiS TOPO (KKK) 41471.000 6.83 525.96 .00 .00 526.67 .71 .34 .07 530.00 5100.0 .0 5100.0 .0 .0 756.7 .0 379.6 61.1 530.00 .67 .00 6.74 .00 .000 .040 .000 .000 539.13 1012.26 .003262 131. 131. 131. 2 0 0 .00 131.49 1343.74 •SECNO 41703.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41703.000 7.04 526.74 .00 .00 527.39 .64 .71 .O1 530.00 5100.0 .0 5100.0 .0 .0 793.0 .0 383.7 61.8 530.00 .68 .00 6.43 .00 .000 .040 .000 .000 519.70 1010.43 .002891 232. 232. 232. 2 0 0 .00 135.14 1145.57 •SECNO 42040.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.56 100' DS LOYAL LANE (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KKK) 42040.000 7.22 527.72 .00 .00 528.01 .29 .59 .04 530.00 5100.0 .0 5100.0 .0 .0 1175.8 .0 391.4 63.0 530.00 .70 .00 4.34 .00 .000 .040 .000 .000 520.SD 1007.19 .001182 337. 337. 337. 2 0 0 .00 185.61 1192.81 1490 NH CARD USED I 18JUL00 15:05:24 PAGE 27 SECHO DEPTH CWSEL CRIME WSELK EG HV HL OLOSS L -BANK ELEV Q QLOS OCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XML KNCH XNR WTN ELMIN SSTA SLOPE XIOBL XLCH XIOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECN0 42138.000 3265 DIVIDED FLOW 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 42138.000 9.40 530.40 530.40 .00 530.96 .56 .21 .08 53000 5100.0 1692.6 3260.1 147.3 717.6 445.8 135.9 399.1 64.8 530..00 .71 2.36 7.31 1.08 .045 .045 .050 .000 521.00 3018.25 .005160 98. 98. 98. 20 12 0 .00 1353.14 3126.43 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 527.80 , NOT 530.40 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF IOW FLAW CONTROLS) SB XK XKOR COFQ NOLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 8.00 4.00 316.93 4.00 519.85 519.84 • SECRO 42200.000 6870 D.S. ENERGY OF 530.96 IS HIGHER THAN COMPUTED ENERGY OF 530.85 3265 DIVIDED FLOW PRESSURE AND WEIR FLAW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BARER TRAPEZOID ELLC ELTRD WEIRLN AREA 539.52 531.49 .00 3955. 1135. 317. 349. 528.71 530.86 1187. 3685 20 TRIALS ATTEMPTED NSEL,CWSEL 3710 WSEL ASSUMED BASED ON MIN DIFF US FACE RADIO RD SECT 126 42200.000 9.86 530.96 .00 .00 531.31 .35 .00 .00 530.10 5100.0 1819.5 2940.3 340.2 1128.6 482.9 350.5 396.5 66.8 530.10 '71 1.61 6.09 .97 .065 .045 .070 .000 521.10 101736 .003215 62. 62. 62. 20 0 5 .00 1502.96 3177..20 1 18JLIL00 15:05:24 PAGE 28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB AIOB ACH AROB VOL 'TWA R -BANK ELEV TIME VIAB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XIABL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 42280.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 2.81 PROFILE SECTION BB - SURVEY SECTION 27 42280.000 10.68 531.38 .00 .00 531.41 .03 .07 .03 522.00 5100.0 2509.5 567.5 2023.0 2370.4 187.7 1938.4 402.4 69.9 522.50 .73 1.06 3.02 1.04 .065 .045 .070 .000 520.70 826.48 .000406 80. 80. B0. 2 0 0 .00 1849.14 2675.62 ' SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .30 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 7.86 532.76 .00 .00 533.19 .42 1.66 .12 526.80 5100.0 2635.8 1964.3 499.8 685.2 275.6 503.3 512.8 123.5 531.90 .83 3.85 7.13 .99 .065 .045 .070 .000 524.90 1517.96 .004438 1800. 2030. 1300. 3 0 0 .00 1249.28 2767.24 ` SECNO 45820.000 3265 DIVIDED FLOW PROFILE SECTION DO - SURVEY SECTION 29 45820.000 6.76 538.56 .00 .00 538.80 .23 5.59 .02 533.00 5100.0 2451.4 1126.7 1521.9 893.2 168.1 677.2 559.9 155.8 533.10 .94 2.79 6.70 2.25 .065 .045 .070 .000 531.80 1909.35 .003671 1400. 1620. 1000. 3 0 0 .00 1148.45 2596.60 ' SECNO 47450.000 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 10.45 542.55 .00 .00 542.75 .20 3.95 .00 535.80 5100.0 2696.6 1120.8 1282.6 1327.6 173.2 504.7 616.5 189.3 535.40 1.06 2.03 6.47 2.59 .065 .045 .070 .000 532.10 1981.85 .002354 1250. 1630. 1350. 4 0 0 .00 1121.00 2604.85 • SECNO 47540.000 100' DS COUNTY LINE RD 1 18JUL00 15:05:24 PAGE 29 ECNO S DEPTH CWSEL CRIWS WSELK EG HV HL OIASS L -BANK ELEV Q QLOS QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLJB VCH VROB XNL XNCH XNR WTN EL.MIN SSTA SLOPE XLOBL XLCH XlABR ITRIAL IDC ICONT CORAR TORNIO ENDST 47540.000 11.25 542.45 542.42 .00 543.14 .68 .24 .14 542.30 5100.0 839.5 4133.8 126.7 677.9 562.7 151.0 619.0 190.9 542.20 1.06 1.24 7.35 .83 .065 .045 .070 .000 531.20 485.57 .004274 30. 90. 200. 6 17 0 .00 1444.94 1930.51 • SECNO 47640.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 2.32 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 12.55 543.25 .00 .00 543.35 .10 .16 .06 541.80 5100.0 2159.5 2369.4 571.2 2215.0 667.8 729.7 624.7 194.8 541.70 1.08 .97 3.55 .78 .065 .045 .070 .000 570.70 193.66 .000794 100. 100. 100. 3 0 0 .00 1959.50 2153.17 SPECIAL BRIDGE SB XK XKOR COFQ NOLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 • SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 1.70 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3.54 PRESSURE AND WEIR FLOW, Weir Submergence Based on DOER Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 549.54 543.36 .01 1725. 3371. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT 131 47670.000 15.29 545.99 .00 .00 546.00 .01 2.65 .00 541.80 5100.0 2987.0 1074.6 1038.4 6153.2 887.6 2500.9 629.3 196.3 541.70 1.09 .49 1.21 .42 .065 .045 .070 .000 53070 50.00 .000063 30. 30. 30. 0 0 2 .00 2250..00 2300.00 1 18 DO 15:05:24 PAGE 30 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLASS L -BANK ELEV Q QLAB QCH QROB ALOE ACH AR O0 VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SIAPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 1.40 FEET 50' U.S. COUNTY LINE RD 47720.000 14.99 545.99 .00 -00 546.00 .01 .00 .00 542.10 5100.0 2952.3 1138.5 1009.2 5721.4 862.4 2291.4 639.8 198.9 542.00 1.11 .52 1.32 .44 .065 .045 .070 .000 571.00 50.00 .000078 50. 50. 50. 1 0 0 .00 2250.00 2300.00 • SECNO 48350.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .56 PROFILE SECTION GO - SURVEY SECTION 32 48350.000 10.64 546.04 .00 .00 546.08 .05 .07 .01 543.40 5100.0 763.2 3072.7 1264.1 1431.0 1429.1 1319.4 718.1 220.5 539.10 1.20 .53 2.15 .96 .065 .045 .070 .000 535.40 1269.98 .000249 600. 630. 300. 0 0 0 1 18JUL00 15:05:24 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 50 YEAR T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC NVINS Q 3 00 1448.62 2718.60 J2 NPROF IPIOT PRFVS PAGE 31 WSEL FQ ALLDC 494.68 2 0 -1 CHNIM ITRACE PAGE 32 CLOSE L -BANK ELEV TWA R -BANK ELEV ELMIN SSTA TOPWID ENDST .00 494.80 CWSEL .0 489.00 EO 475.50 1437.15 Q QLOB 481.38 2016.81 ALOB .01 492.30 VOL 14.4 501.90 VROB 483.70 1992.49 XNR 233.99 2226.48 XLCH .24 513.30 IDC 14.6 513.40 -PROF 2 486.80 2153.99 97.87 2251.86 0 PAGE 33 .14 513.30 14.6 513.40 .300 486.80 2154.17 90.48 2251.65 - SECNO 27620.000 .03 513.30 14.6 513.40 486.90 2154.00 91.12 2252.12 .10 513.30 CHG'D. TO -2.5 TO 14.6 513.40 STARTING WSEL FROM KIMLEY 486.80 2153.66 99.19 2252.85 .00 .06 492.40 1.04 14.9 502.00 7546.2 483.80 1962.83 834.4 307.04 2269.87 .00 2.30 .O1 490.70 .065 21.0 509.20 .00( 487.80 1530.27 50. 382.20 1912.47 0 .0I CCHV. .100 CEHV- PAGE 34 GLOSS L -BANK ELEV TWA R -BANK ELEV -SECNG 30130.000 EININ SSTA TOPWID ENDST .11 509.10 22.0 509.10 30130.000 18.34 488.00 1796.45 .00 111.72 1914.17 7.2'- .00 509.10 .1 22.0 509.10 .3 488.00 1796.41 9.41 112.33 1914.74 .045 .04 491.10 .003413 1600. 22.3 509.60 2 488.20 1501.74 .00 411.79 1913.53 .02 509.60 23.7 513.06 488.64 1011.52 236.37 1247.88 30189.000 15.22 J2 NPROF IPIOT PRFVS XSECV XSECM PH ALLDC IBM 2 0 -1 1 18JULD0 15:05:24 SECHO DEPTH CWSEL CHINS WSELK EO HV ML Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB KUL XNCH XNR MTN SLOPE XLOBL XLCH XIOBR ITRIAL IDC ICONT CORAR -PROF 2 0 CCHV- .100 CEHV- .300 - SECNO 27620.000 3265 DIVIDED FLOW •....NOTE:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH PIS..... STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 19.18 494.68 .00 494.68 495.72 1.04 .0I 9400.0 1668.8 7546.2 185.0 724.9 834.4 70.9 .( .00 2.30 9.04 2.61 .065 .045 .070 .00( .003098 50. 50. 50. 0 0 0 .0I CCHV. .100 CEHV- .300 -SECNG 30130.000 PROFILE SECTION T - SURVEY SECTION 19 30130.000 18.34 502.04 .00 .00 502.98 .94 7.2'- 9400.0 3979.8 5420.1 .1 835.8 576.2 .3 70.5 .08 4.76 9.41 .22 .065 .045 .065 .000 .003413 1600. 2510. 2000. 2 0 0 .00 CCHV- .300 CEHV. .500 - SECNO 30189.000 30189.000 15.22 502.02 .00 .00 503.44 1.42 .22 9400.0 .0 9400.0 .0 .0 981.6 .0 72.6 .09 .00 9.58 .00 .000 .045 .000 .000 .004272 59. 59. 59. 2_ 0 0 .00 - SECHO 30190.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .49 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC. 510.40 1 18JUL00 15:05:24 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. 30190.000 15.09 501.89 .00 .00 503.59 1.71 .01 9400.0 .0 9400.0 .0 .0 896.8 .0 72.6 .09 .00 10.48 .00 .000 .045 .000 .000 .017489 1. 1. 1. 2 0 0 .00 - SECHO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 30200.000 15.38 502.18 .00 .00 503.79 1.61 .17 9400.0 .0 9400.0 .0 .0 923.9 .0 72.8 .09 .00 10.17 .00 .000 .045 .000 .000 .016288 10. 30. 30. 2 0 0 .00 - SECHO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.14 30201.000 15.84 502.64 .00 .00 503.90 1.26 .01 9400.0 .0 9400.0 .0 .0 1043.4 .0 72.8 .09 .00 9.01 .00 .000 .045 .000 .000 .003569 1. 1. 1. 2 0 0 .00 CCHV. .100 CEHV= .300 - SECHO 30250.000 3301 HV CHANGED MORE THAN HVINS 30250.000 19.67 503.47 .00 .00 504.10 .63 .13 9400.0 4380.9 4988.8 30.3 1105.9 632.3 35.2 74.4 .09 3.96 7.89 .86 .D65 .045 .065 .000 .002122 49. 49. 49. 2 0 0 .00 - SECNO 31310.000 31310.000 17.76 505.56 .00 .00 506.05 .50 1.94 9400.0 5471.0 3929.0 .0 1306.2 543.7 .0 109.7 .13 4.19 7.23 .00 .065 .045 .000 .000 .002212 750. 1060. 500. 2 0 0 .00 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH ARON VOL TIME VLOB VCN VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR - SECNO 31480.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 17.78 505.78 .00 .00 506.63 .86 .47 9400.0 .0 9400.0 .0 .0 1263.5 .0 115.7 .14 .00 7.44 .00 .000 .045 .000 .000 .003620 170. 170. 170. 2 0 0 .00 -SECN0 31500.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN EL77U1. 509.10 MAX ELLC. 506.10 31500.000 17.86 505.86 .00 .00 506.71 .85 .07 9400.0 .0 9400.0 .0 .0 1273.1 .0 116.3 .14 .00 7.38 .00 .000 .045 .000 .000 .003557 20. 20. 20. 2 0 0 .00 - SECNO 31550.OD0 31550.000 18.27 506.47 .00 .00 506.88 .41 .12 9400.0 5606.7 3793.3 .0 1484.3 569.4 .0 118.2 .14 3.78 6.66 .00 .065 .045 .000 .000 .001819 50. 50. 50. 2 0 0 .00 CCHV. .100 CEHV_ .300 - SECHO 31750.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.06 HALPF ASSOC. SURV. SECN. AA 31750.000 18.22 506.86 .00 .00 507.05 .18 .15 9400.0 .0 9400.0 .0 .0 2727.1 .0 128.9 .16 .00 3.45 .00 .000 .045 .000 .000 .000430 180. 200. 220. 2 0 0 .00 3 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QIAB QCH GROB AIL)B ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPNID ENDST - SECNO 32740.000 HALFF ASSOC. SLM SECH. BB 32740.000 14.27 507.34 .00 .00 507.56 .22 .50 .01 511.47 9400.0 .0 9400.0 .0 .0 2483.7 .0 188.1 29.2 512.67 .23 .00 3.78 .00 .000 .045 .000 .000 49307 101791 .000602 990. 990. 990. 2 0 0 .00 242..47 1259..88 - SECNO 34045.000 HALFF ASSOC. SURV. SECH. CC 34045.000 15.13 508.23 .00 .00 508.48 .25 .91 .01 518.50 9400.0 .0 9400.0 .0 .0 2329.6 .0 260.2 36.7 516.53 .32 .00 4.04 .00 .000 .045 .000 .000 493.10 1038.12 .000813 1305. 1305. 1305. 2 0 0 .00 257.80 1295.92 - SECNO 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .65 HALFF ASSOC. SURV. SECN. DD 34330.000 10.37 508.44 .00 .00 508-87 .44 .34 .06 518.23 9400.0 .0 9400.0 .0 .0 1173.9 .0 273.6 38.3 517.83 .34 .00 5.30 .00 .000 .045 .000 .000 498.07 1040.41 .001923 285. 285. 285. 3 0 0 .00 251.00 3291.41 - SECNO 34870.000 HALFF ASSOC. SURV. SECN. EE 34870.000 8.30 509.56 .00 .00 510.07 .51 1.17 .02 519.25 9400.0 .0 9400.0 .0 .0 1639.9 .0 294.8 41.4 520.25 .36 .00 5.73 .00 .000 .045 .000 .000 50126 1037.00 .002471 540. 540. 540. 2 0 0 .00 249..12 1286.11 - SECNO 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 520.30 WAX ELLC. 514.10 RALFP ASSOC, SURV. SECN. FF MOVED 120' D.S. TO FACE FREE PORT PKWY 35450.000 1D.02 510.92 .00 .00 511.4 1 .49 1.34 .00 514.20 9400.0 .0 9400.0 .0 .0 1666.2 .0 316.8 44.6 520.30 .39 .00 5.64 .00 .000 .045 .000 .000 500.90 3032.64 .002166 580. 580. 580. 2 0 0 .00 234.79 1267.43 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L- RAN% ELEV Q GLOB QCH QROB ALOE ACH ARDS 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 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC= 514.10 HALFF ASSOC. SURV. SECH. PF U.S. FACE FREEPORT PKWY 35570.00D 10.30 511.20 .00 .00 511.66 .46 .24 .00 51420 9400.0 .0 9400.0 .0 .0 1731.7 .0 321.5 45.3 520..30 .40 .00 5.43 .00 .000 .045 .000 .000 500.90 1031.79 .001923 120. 120. 120. 0 0 0 .00 236.48 1268.27 - SECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATI0 - .67 35770.000 11.71 511.52 .00 .00 512.37 .85 .59 .12 520.91 10000.0 .0 10000.0 .0 .0 1354.6 .0 328.5 46.4 522.81 .90 .00 1.38 .00 .000 .045 .000 .000 499.81 1031.43 .004919 200. 200. 200. 2 0 0 .00 239.91 1272.34 - SECNO 35970.000 CHIMP CLSTA- 1131.00 CELCH- 503.20 SW- 180. DO STCHL- 1000.00 STCHR- 1264.90 CHIMP CLSTA- 1131.00 CELCH- 501.20 BW- 20.00 STCHL. 1000.00 STCHR. 1264.90 EXCAVATION DATA AEX- 1557.1SQ -FT VEXR- .OK•CU -YD VEXT- .OK'CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.10 HALFF ASSOC. SURV. SECN. GO (TRANSITION BACK TO NATURAL CHANNEL) - - -- APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL 35970.000 11.22 512.42 .00 .00 512.82 .40 .41 .04 516.87 10000.0 .0 10000.0 .0 .0 1970.8 .0 316.2 47.5 517.83 .42 .00 5.07 .00 .000 .040 .000 .000 501.20 1013.34 .001118 200. 200. 200. 2 0 0 .00 235.33 1248.66 CCHV- .300 CEHV- .500 . SECNO 36070.000 CHIMP CLSTA- 1166.00 CEI.C11. 503.42 BW- 120.00 STCHL. 1060.33 STIMR- 1266.15 CHIMP CLSTA- 1166.00 CELCH. 501.42 BW- 20.00 STCHL- 1060.33 STCHR- 1266.15 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN E1MIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EXCAVATION DATA AEX- 1101.7SQ -FT VEXR. 4.9K -CU -YD VEXT- 4.9K -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .67 36070 -36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. -A- (1- 29 -85) RAF EXTENDED FROM TOPO 36070.000 10.95 512.37 .00 .00 513.20 .83 .16 .21 518.64 10000.0 .0 1000 0.0 .0 .0 1370.2 .0 340.0 47.9 516.80 .42 .00 7.30 .00 .000 .040 .000 .000 501.42 1079.15 .002522 130. 100. 60. 2 0 0 .00 173.70 1252.85 .SECNO 36360.000 CHIMP CLSTA. 1145.00 CELCH- 504.00 BW- 120.00 STCHL- 1036.40 STCHR- 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL- 1036.40 STCHR- 1245.00 EXCAVATION DATA AEX- 1532.7SQ -FT VEXR. 14.1K -N -YD VEXT- 19.1X -CU -YD HALFF ASSOC. SURV. SECN. -B- 0- 29 -85) RAF 36360.000 11.01 513-01 .00 .00 513.83 .82 .63 .00 520.20 10000.0 .0 10000.0 .0 .0 1379.8 .0 349.2 49.1 517.33 .43 .00 7.25 .00 .000 .035 .000 .000 502.00 1057.99 .001891 290. 290. 290. 2 0 0 .00 174.03 1232.01 - SECNO 38220.000 CHIMP CLSTA- 1081.50 CELCH. 504.00 BW- 100.00 STCHL- 1031.36 STCHR. 1131.61 EXCAVATION DATA AEX. 658.4SQ -FT VEXR- 1.6K -CU -YD VEXT- 2D-7K-CU-YD 3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 8.37 512.37 .00 .00 514.58 2.21 .06 .70 518.10 10000.0 .0 10000.0 .0 .0 837.7 .0 350.2 49.2 515.97 .43 .00 11.94 .00 .000 .015 .000 .000 504.00 131.92 .001049 40. 40. 40. 3 0 0 .00 17 100..58 11'31 I 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL GLOSS L -BANK ELEV Q QLOB QCH GROB ALOE ACH AROB VOL TWA R -BANK ELEV PAGE 35 PAGE 36 PAGE 37 PAGE 38 TIME VIOB VCH VROB XNL XNCH XNR WTN ETMIN SSTA SLOPE XIABL XLCH XLO8R ITRIAL IDC ICONT CORAR TOPWID ENDST - SECNO 38232.000 CHIMP CISTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA - AEX- 658.4 SO-FT VEXR. .3K - CU -YD VEXT- 21. OK -CU-YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 8.39 512.39 .00 .00 514.60 2.20 .01 .00 518.10 10000.0 .0 10000.0 .0 .0 839.5 .0 350.4 49.2 535.47 .43 .00 11.91 .00 .000 .015 .000 .000 50400 1031.92 .001042 12. 12. 12. 0 0 0 .00 100..37 1131.58 - SECNO 38235.000 CHIMP CLS'TA- 1081.50 CELCH- 510.50 BW- 100.00 STCHL- 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX- 7.1SQ -FT VEXR- .OK -CU -YD VEXT- 23.OK -CU-YD , 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 ELENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FLAW 1 TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 6.77 517.27 517.27 .00 520.62 3.35 .00 .58 518.09 10000.0 .0 9971.2 28.8 .0 677.4 16.8 350.5 49.2 515.47 .43 .00 14.72 1.71 .000 .015 .050 .000 510.50 1031.43 .001997 3. 3. 3. 20 I5 0 .00 110.07 1141.50 - SECNO 38255.000 CHIMP CISTA- 1081.50 CELCH- 510.50 BW- 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA AEX- 111. OSQ -FT VEXR- .OK -CU -YD VEXT- 21.IK -CU -YD 3301 HV CHANGED MORE THAN HVINS - 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 1 18JULO0 15:05:24 PAGE 39 BECNO DEPTH CWSEL CRIWS WSELK EG HV RL OLDS S L -BANK ELZV Q QIAB QCH QROB ALOB ACH AR O8 VOL TWA R -BANK ELEV LJ TIME VB VCH VROB XNL XNCH XNR WTN "IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE- 1 TARGET- 150.000 ELENCL- 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALIAWED TO REFLECT INEFFECTIVE FLOW RALFF ASSOC. SURV. SECN. 38255.000 9.66 520.16 517.20 .00 521.33 1.17 .05 .66 525.00 10000.0 .0 9790.6 209.4 .0 1119.9 62.1 350.9 49.3 515.70 .43 .00 8.74 3.37 .0DO .035 .050 .000 510.50 1007.53 .002574 20. 20. 20. 24 5 0 .00 148.99 1156.50 - SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH. 510.50 BW- 45.00 STCHL- 2630.00 STCHR- 2890.00 EXCAVATION DATA AEX- 259. 2SQ -FT VEXR- .4K -CU-YD VEXT- 21.5K -CU -YD 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMITS OF COPPEL.L 38315.000 10.61 521.11 .00 .00 521.63 .53 .12 .19 521.75 10000.0 .0 10000.0 .0 .0 1716.1 .0 352.9 49.6 520.75 .44 .00 5.83 .00 .000 .035 .000 .000 510.50 2636.45 .001488 60. 60. 60. 3 0 0 .00 253.55 2890.00 CCHV- .100 CEHV- .300 - SECNO 38380.000 3302 WARNING: CONVEYANCE UT CHANGE OSIDE OF ACCEPTABLE RANGE, KRATIO - .66 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS PACE W BOUND I.H.635 ('n' Values, Channel stations and enCYOaChmencs have been Corrected through 635 by A.X.H.) 38380.000 9.60 521.00 .00 .00 521.88 .89 .34 .11 515.90 10ODO.0 655.7 8802.1 542.2 58.0 1276.5 98.4 355.2 19.9 515.40 .44 11.30 6.90 11.19 .015 .045 .015 .000 511.40 2649.27 .003457 65. 65. 65. 2 0 0 .00 228.04 2877.31 1 is 00 15:05:24 PAGE 40 SECNO DEPTH CWSEL CRIWS WSELK EG XV HL OLOSS L -BANK ELEV Q QLOB QCH GROB AI.OB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XXR WTN ELMIN SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XXOR COFQ ROLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 - SECNO 38420.000 CLASS A TAW FLOW 3420 BRIDGE W.S.- 520.97 BRIDGE VELOCITY- 5.71 CALCULATED CHANNEL AREA- 1752. EGPRS EGLWC H3 QWEIR QLOW BAR EA TRAPEZOID ELLC ELTRD WEIRIM AREA .00 521.95 .06 0. 10000. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 U.S. FACE W. BOUND IH 635 38420.000 9.55 521.05 .00 .00 521.95 .90 .07 .00 515.50 10000.0 649.6 8813.2 537.2 57.1 1267.8 47.7 356.5 50.1 515.50 .44 11.38 6.95 11.27 .015 .045 .015 .000 511.50 2649.99 .003546 40. 40. 40. 0 0 0 .00 227.73 2877.17 - SECNO 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET. 260.000 ELENCL- 529.20 ELENCR - 529.20 - VALLEY SECT BTWN Z.X. 635 BRIDGES 38500.000 9.53 521.33 .00 .00 522.24 .90 .29 .00 515.80 10000.0 647.0 8818.0 535.0 56.7 1264.0 47.3 359.0 50.6 515.80 .44 11.42 6.98 11.31 .015 .045 .015 .000 511.80 2649.51 .003586 80. 80. 80. 0 0 0 .00 227.59 2877.31 - SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE E. BOUND I.H.635 38580.000 9.41 521.61 .00 .00 522.54 .94 .30 .01 516.20 10000.0 631.1 8847.0 521.9 54.2 1241.3 45.3 361.5 51.0 516.20 .45 11.64 7.13 11.52 .015 .045 .015 .000 512.20 2649.96 .003834 80. 80. 80. 1 0 0 .00 226.78 2876.74 1 18JULO0 15:05:24 PAGE 41 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL CLASS L- BANK ELEV Q QL.OB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 3.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 • SECNO 38620.000 CLASS A LOW FLOW 3420 BRIDGE N.S.- 521.57 BRIDGE VEDDCITY. 6.23 CALCULATED CHANNEL AREA- 1605. EGPRS EGLWC H3 QWEIR QIOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 522.62 .06 0. 10000. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR= 529.20 US FACE E. BOUND I.H.635 38620.000 9.37 521.67 .00 .00 522.62 .95 .08 .00 516.30 10000.0 625.6 8857.1 517.3 53.4 1233.3 44.6 362.7 51.2 516.30 .45 11.71 7.18 11.60 .015 .045 .015 .000 512.30 2650.11 .003926 40. 40. 40. 0 0 0 .00 226.50 2876.61 1490 NH CARD USED •SECNG 38670.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1339.0 1846.0 TYPE= 1 TARGET= - 1339.000 ELENCL- 532.80 ELENCR- 100000.00 50' U.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KH14) 38670.000 16.88 521.97 .00 .00 522.82 .85 .19 .01 516.00 10000.0 1774.6 8126.6 98.7 436.7 1020.7 31.4 364.3 51.5 517.00 .45 4.06 7.96 3.14 .050 .053 .050 .000 505.09 1558.54 .003656 50. 50. 50. 2 0 0 .00 267.09 1825.63 1490 NH CARD USED • SECNO 38889.000 I 18.SUf.00 15:05:24 PAGE 42 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME "W"VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDSI 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 0 1648.0 TYPE- 1 TARGET- 1647.999 NUM %SECTION - BEGIN BERM(REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 38889.000 17.31 523.17 .00 .00 523.60 .43 .74 .04 517.00 10000.0 2069.2 3702.0 4228.8 604.3 563.2 905.8 373.8 53.5 515.00 46 3.42 6.57 4.67 .054 .060 .050 .000 505.86 1171.30 .002901 268. 219. 216. 2 0 0 .00 476.70 1648.00 1490 NH CARD USED • SECNO 39016.000 3470 ENCROACHMENT STATIONS- 1360.0 1782.0 TYPE= I TARGET- 422.000 ELENCL- 532.80 EI.EIICR- 532.80 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK ENCROACHMENT 39016.000 17.28 523.62 .00 .00 523.94 .33 .33 .01 520.00 10000.0 358.8 9615.2 26.0 135.6 2070.2 24.1 380.0 54.8 523.00 .47 2.65 4.64 1.08 .050 .055 .050 .000 506.34 1360.00 .002568 183. 127. 70. 2 0 0 .00 422.00 1782.00 1490 NH CARD USED • SECNO 39403.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) b LEFT BANK ENCROACHMENT • SWALE 39403.000 17.03 524.53 00 0" 524.73 .20 .78 .01 515.00 10000.0 5914.8 4030.7 54.5 1459.1 1427.4 63.9 400.8 59.4 524.00 .50 4.05 2.82 .85 -050 .079 .050 .000 507.50 1257.88 .001924 278. 387. 216. 2 0 0 .00 835.45 2093.34 • SECNO 39768.000 PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) ♦ LEFT ENCROACH . SW 39768.000 12.86 524.76 .00 .00 525.30 .54 .46 .10 528.00 10000.0 .0 10000.0 .0 .0 1701.5 .0 415.7 62.2 528.00 .51 .00 S.BB .00 .000 .040 .000 .000 511.90 1009.71 .001396 91. 365. 364 0 0 .00 191.17 1200.89 1 18JUL00 15:05:24 PAGE 43 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB A.OB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 39800.000 DOWNSTREAM OF PROPOSED REGENT ROAD BRIDGE 39800.000 12.69 524.69 .00 .00 525.40 .71 .05 .05 528.00 10000.0 0 10000.0 .0 .0 1478.0 .0 416.9 62.3 528.00 .51 .00 6.77 .00 .000 .040 .000 .000 512.00 1006.62 .001802 32. 32. 32. 2 0 0 .00 160.76 1167.38 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.27 2.50 .00 138.00 4.00 1584.00 2.00 515.00 515.15 • SECNO 39865.000 CLASS A LOW FLOW 3420 BRIDGE W.S.. 524.57 BRIDGE VELOCITY- 6.88 CALCULATED CHANNEL AREA- 1466. EGPRS EGLWC H3 QWEIR QION BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 525.46 .05 0. 10000. 1584. 2117. 528.20 534.20 0. 3495 OVERRANK AREA ASSUMED NON- EFFECTIVE, ELLEA- 534.20 ELREA- 534.20 UPSTREAM OF PROPOSED REGENT ROAD BRIDGE 39865.000 12.74 524.74 .00 .00 525.46 .72 .06 .00 528.15 10000.0 .0 10000.0 .0 .0 1467.4 .0 419.1 62.5 528.15 .51 .00 6.81 .00 .000 .040 .000 .000 512.00 1006.83 .001847 65. 65. 65. 0 0 0 .00 160.34 1167.17 • SECNO 39900.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) CHANNEL IMPROVEMENT 39900.000 12.63 524.83 .00 .00 525.52 .70 .07 .00 528.00 10000.0 .0 10000.0 .0 .0 1493.3 .0 420.3 62.7 528.00 .51 .00 6.70 .00 .000 .040 .000 .000 512.20 1009.52 .001890 35. 35, 35. 2 0 0 .00 172.77 1182.28 ' SECNO 40208.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 1 18JUL00 15:05:24 PAGE 44 HALFF ASSOCIATES TOPO (KHH) 40208.000 12.58 525.48 .00 .00 526.07 .59 .53 .01 528.00 10000.0 .0 10000.0 .0 .0 1628.8 .0 431.3 63.9 528.00 .53 100 6.14 .00 .000 .040 .000 .000 512.90 1007.56 .001574 308. 308- 308. 2 0 0 .00 187.48 1195.04 • SECNO 40408.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40408.000 12.39 525.79 .00 .00 526.40 .61 -33 -01 528.00 10000.0 .0 10000.0 .0 .0 1589.3 .0 438.7 64.8 528.00 .54 .00 6.29 .00 .000 .040 .000 .000 513.40 1006.64 .001686 200. 200. 200. 2 0 0 .00 185.66 1192.31 1490 NH CARD USED • SECNO 40635 -000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1 -77 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK SWALE 40635.000 13.99 526.49 .00 -00 526.64 .15 .19 .05 528.00 10000.0 .0 5658.9 4341.1 .0 1810.3 1362.6 450.7 66.2 523.00 .56 .00 3.13 3.19 .000 .044 .049 .000 512.50 1870.05 .000540 180. 220. 220. 2 0 0 .00 371.22 2241.26 1490 NH CARD USED • SECNO 4D698.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 4 LEFT BANK SHALE 40698.000 11 -45 526.55 .00 .00 526.71 .16 .07 .00 528.00 10000.0 .0 2823.7 7176.3 .0 800.6 2296.6 457.7 67.2 524.00 .57 .00 3.53 3.12 .000 .047 .051 .000 515.10 1755.74 .001049 152. 155. 55. 2 0 0 .00 579.77 2335.51 1490 NH RD USED • SECNO 411 1530 MANNINGS N VALUES FOR CHANNEL CC7MP0SITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .66 CHANNEL IMPROVEMENT DATA (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) ADD SWALE 41138.000 8.76 526.96 '00 .00 527.08 .12 .37 .00 528.00 7000.0 .0 2388.8 4611.2 .0 696.3 1959.6 480.9 72.1 525.50 .60 -00 3.43 2.35 -000 .048 .062 .000 518.20 1834.23 .001166 96. 100. 440. 2 0 0 .00 581.67 2915.90 1 18JUL00 15:05:24 PAGE 45 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL OLDS S L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VL08 VCH VROB XNL XNCH XNR WTN EL4IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 41340.000 3301 HV CHANGED MORE THAN HVINS NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41340.000 8.21 527.01 .00 .00 527.64 .63 .40 .15 530.00 7000.0 .0 7000.0 .0 .0 1102.3 .0 493.0 74.6 530.00 .61 .00 6.35 .DO .000 .040 .000 .000 518.80 1008.80 .002249 200. 215. 340. 2 0 0 .00 158.90 1167.20 • SECNO 41471.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALF" ASSOCIATES TOPO (KHH) 41471 -000 8.06 527.19 .00 .00 528.08 .90 .36 .OB 530.00 7000.0 .0 7000.0 .0 .0 922.0 -0 496.0 75.1 530.00 .62 .00 7.59 .00 .000 .040 .000 .000 519.13 1008.54 .003431 131. 131. 131. 2 0 0 .00 138.91 1 14 7. 46 • SECNO 41703.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41703.000 8.33 528.03 .00 .00 528.83 .81 .74 .01 530.00 7000.0 .0 7000.0 .0 .0 971.7 .0 501.1 75.8 530.00 .62 .00 7.20 .00 .000 .040 .000 .000 519.70 1006.32 .003001 232. 232. 232. 2 0 0 .00 143.36 1149.68 • SECNO 42040.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.58 100• DS LOYAL LANE (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 42040.000 8.62 529.12 .00 .DO 529.49 .37 .61 .04 530.00 7000.0 .0 7000.0 .0 .0 1439.7 .0 510.4 77.1 530.00 .64 -00 4.86 .00 .000 .040 .000 .000 520.50 1002.81 .001208 337. 337. 337. 0 0 0 .00 194 -38 1197.19 1 18 OD 15:05:24 PAGE 46 SEINO DEPTH CWSEL CRIWS WSELK ED HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XIDBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED •SEIN0 42138.000 3265 DIVIDED FLOW 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 42138.000 9.63 530 -63 530.63 .00 531.29 .67 .23 .09 530.00 7000.0 2720.3 3902.8 376.9 921.5 464.3 235.5 513.6 79.0 530.00 .65 2.95 8.41 1.60 .045 .045 -050 -000 521.00 1017.81 .006457 98. 98. 98. 20 12 0 .00 1427.89 3151.76 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 529.04 , NOT 530.63 HYDRAULIC JUMP OCCURS DOWNSTREAM IIP LOW FLOW CONTROLS) SB XK XKOR COFQ RDLEN BWC BWP BARER SS ELCHU ELCHD 1.05 2.27 -2.50 .00 8.00 4.00 316.93 4.00 519 -85 519.84 • SECNO 42200.000 6870 D.S. ENERGY OF 531.29 IS HIGHER THAN COMPUTED ENERGY OF 531.20 - 3265 DIVIDED FLOW PRESSURE AND AND WEIR FLOW, Weir Subgence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 547.81 533.07 .00 5708. 1278. 317. 349. 528.71 530.86 1225. 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3710 WSEL ASSUMED BASED ON MIN DIFF US FACE RADIO RD SECT 826 42200.000 9.93 531.03 .DO .00 531.61 .59 .00 -00 530.10 7D00.0 2572.7 3916.8 510.4 1186.9 488.1 385.4 516.5 81.1 530.10 .65 2.17 8.02 1.32 -065 .045 .070 .000 52110 1017.24 .005505 62. 62. 62. 20 0 5 .00 1523..92 3184.31 1 18JUL00 15:05:24 PAGE 47 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL IWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XIDBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SEIN0 42280.000 3301 HV CHANGED MORE THAN NVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3.14 PROFILE SECTION BB - SURVEY SECTION 27 42280.000 11.03 531.73 .00 .00 531.77 .04 .10 .05 522.00 7000.0 3494.3 706.1 2799.6 2712.5 194.3 2248.4 523.1 84.2 522.50 .67 1.29 3.63 1.25 .065 .045 .070 .000 520.70 79 {.28 .000560 80. 80. 80. 2 0 0 .00 1926.85 2721.13 'SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .40 PROFILE SECII ON CC - SURVEY SECTION 28 44200.000 8.56 533.46 .00 .00 533.78 .32 1.93 .08 526.80 7000.0 3118.7 2107.7 1773.6 854.3 307.6 1250.3 660.7 143.7 531.90 .78 3.65 6.85 1.42 .065 .045 . .070 .000 52490 1455.82 .003542 1800. 2030. 1300. 4 0 0 .00 1526..73 2982.54 -SECNO 45820.000 PROFILE SECTION DD - SURVEY SECTION 29 45820.000 7.09 538.89 .00 .00 539.18 .29 5.39 .00 533.00 7000.D 3455.4 1374.0 2110.6 1159.1 177.0 821.0 725.8 182.6 533.10 .88 2.98 7.76 2.64 .065 .045 .070 .000 531.80 1288.32 .004595 1400. 1620. 1000. 4 0 0 .00 1360.59 2648.91 •SECNO 47450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.43 PROFILE SECTION BE - SURVEY SECTION 30 47450.000 11.09 543.19 .00 .DO 543.37 .18 4.18 .01 535.80 7000.0 4089.6 1228.6 1681.8 1931.4 185.9 675.4 800.1 222.1 535.40 1.00 2.12 6.61 2.49 .065 .045 .070 .000 532.10 1351.75 .002232 1250. 1630. 1350. 4 0 0 .00 1316.85 2668.60 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QIIJB QCH OROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XML XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 47540.000 3265 DIVIDED FLAW 100' DS COUNTY LINE RD 47540.000 12.03 543.21 .00 .00 543.61 .40 .18 .07 542.30 7000.0 2378.9 4072.5 548.7 1528.5 623.3 443.4 803.9 224.3 542.20 1.01 1.56 6.53 1.24 .065 .045 .070 .000 531.20 278.22 .002950 30. 90. 200. 3 0 0 .00 1791.88 2119.71 -SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.81 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 12.99 543.69 .00 .00 543.79 .11 .15 .03 541.80 7000.0 3303.9 2748.9 947.2 2806.7 702.9 983.0 812.1 228.7 541.70 1.02 1.18 3.91 .96 .065 .045 .070 .000 530.70 137.06 .000900 100. 100. 100. 2 0 0 .00 2043.60 2180.66 SPECIAL BRIDGE S13 XK XKOR CON RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 `SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 3.48 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 4.68 PRESSURE AND WEIR FLAW, Weir Sub -gen- Based m OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 555.54 543.80 .01 2927. 4114. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT 831 47670.000 17.08 547.78 .00 .00 547.78 .O1 3.99 .00 541.80 7000.0 4286.9 1111.5 1601.6 8760.0 1030.4 3766.0 818.3 23 0. 1 541.70 1.04 .49 1.08 .43 .065 .045 .070 .000 530.70 50.00 .000041 30. 30. 30. 0 0 2 .00 2250.00 2300.00 3 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLASS L -BANK ELEV Q QLAB 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 •SECND 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 3.18 FEET 50' U.S. COUNTY LINE RD 4772D.000 16.78 547.78 .00 .00 547.79 .01 .00 .00 542.10 7000.0 4266.3 1154.7 1578.9 8315.7 1004.5 3550.4 833.5 232.7 542.00 1.06 .51 1.15 .44 .065 .045 .070 .000 531.00 50.00 .000098 50. 50. 50. 2 0 0 .00 2250.00 2300.00 -SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .10 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .57 PROFILE SECTION GO - SURVEY SECTION 32 48350.000 12.41 547.81 .00 .00 547.83 .D3 .04 .01 543.40 7000.0 1951.3 3250.7 1798.0 3162.9 1730.3 2247.5 952.3 256.4 539.10 1.18 .62 1.88 .80 .065 .045 .070 .000 535.40 106530 .000148 600. 630. 300. 0 0 0 .00 1834.70 2900..00 1 18JUL00 15:05:24 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 100 YEAR T3 GRAPEVINE CREEK JI ICHECK INQ NINV IDIR STRT METRIC HV1NS Q WSEL FQ 4 495.60 J2 NPROF IPIAT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 0 -1 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLASS L -BANK ELEV Q QIAB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VL.OB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLObL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 'PROF 3 0 CCHV- .100 CEHV- .300 'SECNO 27620.000 '•`•`NOTE:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH PIS • "" STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 20.10 495.60 .00 495.60 496.42 .82 .00 .00 494.80 10500.0 2714.6 7542.1 243.3 1167.8 895.1 95.5 .0 .0 489.00 .00 2.32 8.93 2.55 .065 .045 .070 .000 475.50 1430.25 .002459 50. 50. 50. 0 0 0 .00 590.55 2020.80 CCHV- .100 CEHV- .300 PAGE 48 PAGE 49 PAGE 50 PACE 51 - SECNO 30130.000 PROFILE SECTION T - SURVEY SECTION 19 30130.000 18.48 502.18 .00 .00 503.30 1.12 6.80 .09 492.30 10500.0 4499.4 6000.1 .5 864.5 582.6 1.4 82.1 16.6 501.90 '08 5 10.30 .40 .065 .045 .065 .000 483.70 1989.12 .004032 1600. 2510. 2000. 2 0 0 .00 292.29 2271.41 CCHV- .300 CEHV- .500 - SECNO 30189.000 3301 HV CHANGED MORE THAN HVINS 30189.000 15.34 502.14 .00 .00 503.88 1.73 .27 .31 513.30 10500.0 .0 10500.0 .0 .0 993.8 .0 83.8 16.8 513.40 .O8 .00 10.57 .00 .000 .045 .000 .000 486.80 2153.92 .005140 59. 59. 59. 2 0 0 .00 98.13 2252.05 ` SECNO 30190.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .49 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 1 18JUL00 15:05:24 PROFILE SECTION U - SURVEY SECTION 20 STAODUIS- SOUTHWESTERN R.R. 30190.000 15.17 501.97 .00 .00 504.07 2.09 .O1 .18 51330 10500.0 .0 10500.0 .0 .0 904.8 .0 93.8 16.8 513..40 .08 .00 11.61 .00 _000 .095 .000 .000 486.80 2154.09 .021370 1. 1. 1. 2 0 0 .00 90.75 2251.79 ` SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NR0. 2 IN ELTRD- 513.30 MAX ELLC- 510.40 30200.000 15.60 502.40 .00 .00 504.32 1.92 .20 .05 513.30 10500.0 .0 10500.0 .0 .0 943.6 .0 84.0 16.9 513.40 .08 .00 11.13 .00 .000 .045 .000 .000 486.80 2154.00 .019316 30. 10. 10. 2 0 0 .00 93.46 2252.46 ` SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.18 30201.000 16.18 502.98 .00 .00 504.46 1.48 .01 .13 513.30 10500.0 .0 10500.0 .0 .0 1077.0 .0 84.0 16.9 513.40 .OB .00 9.75 .00 .000 .045 .000 .000 486.80 2153.48 .004058 1. 1. 1. 3 0 0 .00 99.89 2253.37 CCHV- .100 CEHV- .300 ` SECNO 30250.000 3301 HV CHANGED MORE THAN HVI NS 30250.000 20.22 504.02 .00 .00 504.68 .66 .14 .08 492.40 10500.0 5056.7 5371.2 72.1 1230.2 655.7 66.9 85.7 17.1 502.00 '08 4.11 8.19 1.08 .065 .045 .065 .000 483.80 1950.46 .002179 49. 49. 49. 2 0 0 .00 337.50 2287.96 - SECNO 31310.000 31310.000 38.35 506.15 .00 .00 506.65 .50 1.95 .02 490.70 10500.0 6288.8 9211.2 .0 1515.5 573.7 .0 124.7 23.8 509.20 .12 4.15 7.34 .00 .065 .045 .000 .000 467.80 1494.60 .002197 750. 1060. 500. 2 0 0 .00 419.11 1913.71 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q OLD B QCH OR ALOE ACH AROB VOL TWA R - BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EL4IN SSTA SLOPE XIABL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ` SECNO 31480.000 33D1 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .52 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 18.44 506.44 .00 .OD 507.45 1.01 .65 .16 509.10 10500.0 .0 10500.0 .0 .0 1300.0 .0 131.3 24.8 509.70 .13 .00 8.08 .00 .000 .045 .000 .000 488.00 1796.36 .008085 170. 170, 170. 2 0 0 -40.03 118.84 1915.00 ` SECNO 31500.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 31500.000 18.60 506.60 .00 .00 507.61 1.01 .16 .00 509.10 10500.0 .0 10500.0 .0 .0 1300.0 .0 131.9 24.9 509.10 .13 .00 8.08 .00 .000 .045 .000 .000 488.00 1796.09 .008085 20. 20. 20. 2 0 0 -59.25 118.91 1915.00 - SECNO 31550.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.30 31550.000 19.28 507.48 .00 .00 507.83 .35 .15 .07 491.10 10500.0 6576.3 3923.7 .0 1900.8 621.7 .0 134.1 25.2 509 .60 .13 3.46 6.31 .00 .065 .045 .000 .000 488.20 1401.70 .001534 50. 50. 50. 2 0 0 .00 513.93 1915.63 CCHV. .100 CEHV. .300 - SECNO 31750.000 1 18JULOO 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS L -BANK ELEV Q QLOB QCH OR OB ALOB ACH AROB VOL TWA R -BANX ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ]TRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.89 HALFF ASSOC. SURV. SECN. AA 31750.000 19.15 507.79 .00 .00 507.98 .20 .14 .02 509.60 10500.0 .0 10500.0 .0 .0 2948.6 .0 146.2 26.9 513.06 .15 .00 3.56 .00 .000 .045 .000 .000 488.64 1007.63 .000430 180. 200. 220. 2 0 0 .00 243.25 1250.88 ` SECNO 32740.000 HALPF ASSOC. SURV. SECN. BB 32740.000 15.19 508.26 .00 .00 508.49 .23 .49 .01 511.47 10500.0 .0 10500.0 .0 .0 2709.9 .0 210.5 32.5 512.67 .22 .00 3.87 .00 .000 .095 .000 .000 493 .07 1013.59 .000586 990. 990. 990. 2 0 0 .00 250.16 1263.70 ` SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 16.01 509.11 .00 .00 509.37 .26 _87 .O1 518.50 10500.0 .0 10500.0 .0 .0 2559.5 .0 289.5 40.2 516.53 .31 .00 4.10 .00 .000 .045 .000 .000 493.10 1034.85 .000765 1305. 1305. 1305. 2 0 0 .00 263.71 1298.55 `SECN0 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 WALFF ASSOC. SURV. SECN. DO 34330.000 11.23 509.30 .00 .00 509.73 .43 .31 .05 518.23 10500.0 .0 1D500.0 .0 .0 1993.9 .0 304.4 41.9 517.83 .32 .00 5.27 .00 .000 .045 .000 .000 498.07 1036.83 .001681 285. 285. 285. 0 0 0 .00 257.60 1294.44 ` SECNO 34870.000 HALF F ASSOC. SURV. SECN. EE 34870.000 9.02 510.28 .00 .00 510.80 .52 1.04 .03 519.25 10500.0 .0 10500.0 .0 .0 1821.9 .0 328.0 45.0 520.25 PAGE 52 PAGE 53 PAGE 54 s .35 .00 5.76 .00 .000 .045 .000 .000 501.26 1034.24 .002232 540. 54 D. 540. 2 0 0 .00 254.20 1288.44 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK FC. RV HL OLOSS L -BANK ELEV Q QLOB QCH OROS ALOB ACH AR VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XL10BL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFF ASSOC. SURV. SECN. FF MOVED 120' D.S. TO FACE FREEPORT PKWY 35450.000 10.63 511.53 .00 .00 512.05 .52 1.25 .00 514.20 10500.0 .0 10500.0 .0 .0 1811.3 .0 352.2 48.3 520.30 .38 .00 5.80 .00 .000 .045 .000 .000 50090 1030.76 .002091 580. 580. 580. 2 0 0 .00 238..52 1269.28 • SECNO 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFP ASSDC. SURV. SECN. PF U.S. FACE FREEPORT PKWY 35570.000 10.91 511.81 .00 .00 512.29 .49 .24 .00 514.20 10500.0 .0 10500.0 .0 .0 1875.4 .0 357.3 49.0 520.30 .38 .00 5.60 .00 .000 .045 .000 .000 500.90 1029.93 .001 se 120. 120. 120. 1 0 0 .00 240.15 1270.09 • SECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 35770.000 12.29 512.10 .00 .00 512.98 .87 .57 .32 520.91 11200.0 .0 11200.0 .0 .0 1492.5 .0 365.0 50.1 522.81 .39 .00 7.50 .00 .000 .045 .000 .000 499.81 1035.13 .004585 200. 200. 200. 2 0 0 .00 239.48 1274.59 ` SECNO 35970.000 CHIMP CLSTA. 1131.00 CELCH- 503.20 BW. 180.00 STCHL- 1000.00 STCHR= 1264.90 CHIMP CLSTA- 1131.00 CELCH_ 501.20 BW- 20.00 STCHL- 1000.00 STCHR- 1264.90 EXCAVATION DATA AEX- 1557.1SQ -FT VEXR. .OK•CU -YD VEXT- .OK•CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.00 HALFF ASSOC. SURV. SECN. GO (TRANSITION BACK TO NATURAL CHANNEL)- - --APPROX. NEAR OLD COE STA. 37550. 1 18JUL00 15:05:24 BEGIN IMPROVED CHANNEL 35970.000 11.79 512.99 .00 .00 513.43 .44 .41 .04 516.87 11200.0 .0 11200.0 .0 .0 2105.2 .0 373.3 51.2 517.83 .40 .00 5.32 .00 .000 .040 .000 .000 501.20 1011.64 .001149 200. 200. 200. 2 0 0 .00 238.73 1250.36 CCHV- .300 CEHV- .500 • SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH- 503.42 BW- 120.DO STCHL- 1060.33 STCHR- 1266.15 CHIMP CLSTA- 1166.00 CELCH- 501.42 BW- 20.00 STCHL- 1060.33 STCHR= 1266.15 EXCAVATION DATA AEX- 1101.7SQ -FT VEXR- 4.9K -CU -YD VEXT- 4.9K -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 36070 -36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. •A- (1- 29 -85) RAF EXTENDED FROM TOPO 36070.000 11.50 512.92 .00 .00 513.83 .91 .17 .23 518.64 11200.0 .0 11200.0 .0 .0 1466.9 .0 377.4 51.7 516.80 .40 .00 7.63 .00 .000 .040 .000 .00D 501.42 1077.50 .002586 130. 100. 60. 2 0 0 .00 177.01 1254.50 • SECNO 36360.000 CHIMP CLSTA- 1145.00 CELCH- 504.00 BW- 120.00 STCHL- 1036.40 STCHR- 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL- 1036.40 STCHR- 1245.00 EXCAVATION DATA AEX- 1532.7SQ -FT VEXR- 14.1K-CU -YD VEXT. 19.1K•CU -YD HALFF ASSOC. SURV. SECN. "B" (1- 29 -85) BAP 36360.000 11.59 513.59 .00 .00 514.47 .89 .64 .01 520.20 11200.0 .0 112DO.0 .0 .0 1480.7 .0 387.2 52.8 517.33 .42 .D0 7.56 .00 .000 .035 .000 .000 502.00 1056.26 .001926 290. 290. 290. 2 0 0 .00 177.47 1233.74 - SECNO 38220.000 CHIMP CLSTA- 1081.50 CELCH_ 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR- 1.6K-CU-YD VEXT= 20.7K-CU -YD 3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 8.84 512.84 .00 .00 515.33 2.49 .06 .80 518.10 11200.0 .0 11200.0 .0 .0 885.3 .0 388.3 53.0 515.47 .42 .00 12.65 .00 .000 .015 .000 .000 504.00 1031.41 .001106 40. 40. 40. 3 0 0 co . 100.18 1131.59 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HI. CLOSE L -BANK ELEV Q QLOB QCH GROB ALOE ACH ARDS VOL TWA R -NK ELEV BA TIME VLOB VCH VROB XNL XNCH XNR WTIN ELMIN SSTA SLOPE XLOBL XI.CH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 38232.000 CHIMP CLSTA. 1081.50 CELCH. 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX. 658.4SQ -PT VEXR- .3K -CU-YD VEXT- 21.OK•CU -YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 8.87 512.87 .00 .00 515.35 2.48 .01 .00 518.10 11200.0 .0 11200.0 .0 .0 887.0 .0 388.5 53.0 515.47 .42 .00 12.63 .00 .000 .015 .000 .000 504.00 1031.41 .001100 12. 12. 12. 0 0 0 .00 100.18 1131.59 - SECNO 38235.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 100.00 STCHL. 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX- 7.1SQ -PT VEXR- .OK•CU -YD VEXT. 21.OK -CU -YD 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 ELENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 7.29 517.79 517.79 .00 521.41 3.62 .00 .57 518.09 11200.0 .0 11156.6 43.4 .0 729.7 22.0 388.6 53.0 515.47 .42 .00 15.29 1.97 .000 .015 .050 .000 510.50 1031.41 .001963 3. 3. 3. 20 15 0 .00 110.07 1141.50 • SECNO 38255.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA AEX- 111.OSQ -FT VEXR- .OK -CU -YD VEXT- 21.l K•CU -YD 3280 CROSS SECTION 38255.00 EXTENDED .57 FEET 1 PAGE 55 PAGE 56 PAGE 57 1 18 00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLAB QCH QROa ALOB ACH AROB VOL TWA P-RANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XIABL XL.CH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3970 ENCROACHMENT STATIONS. 1006.5 1156.5 TYPE- 1 TARGET- 150.000 ELENCL- 525.00 ELENCR- 525.00 CROSS SECPION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. 38255.ODO 10.47 520.97 517.65 .00 522.17 1.21 .04 .72 525.00 11200.0 .0 10938.9 261.1 .0 1229.2 73.7 389.1 53.1 515.70 .42 .00 8.90 3.54 .000 .035 .050 .000 510.50 1006.50 .002391 20. 20. 20. 23 5 0 .00 150.00 1156.50 - SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH- 510.50 BW- 45.00 STCHL- 2630.00 STCHR- 2890.00 EXCAVATION DATA AEX- 259.2SQ -FT VEXR- AK'CU -YD VEXT- 21.SK'CU -YD 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMITS OF COPPELL 38315.DO0 11.46 521.96 .00 .00 522.98 .52 .30 .21 521.75 11200.0 .0 11200.0 .0 .0 1937.3 .0 391.3 53.3 520.75 .42 .00 5.78 .00 .00D .035 .000 .000 510.50 2630.00 .001295 60. 60. 60. 3 0 0 .00 260.00 2890.00 CCHV. .100 CEHV. .300 - SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .68 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE W BOUND I.H.635 ('n' Values, Channel stations and enCroa Chments have been CorreCted through 635 by A.H.H.) 38380.000 10.44 521.84 .00 .00 522.71 .87 .12 .10 515.40 11200.0 856.7 9634.9 708.4 76.8 1436.6 64.1 393.9 53.7 515.40 .42 11.15 6.71 11.05 .015 .045 .015 .000 511.40 2646.15 .002794 65. 65. 65. 2 0 0 .00 233.77 2879.92 1 18 JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EC HV HL OLOSS L -BANK ELEV Q QLOB QCH QROH AIAB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SIAPE XL.OBL XLCH XLOBR ITRI AL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN B BHP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 - SECNO 38420.000 CLASS A LOW FLOW 3420 BRIDGE W.S.= 521.81 BRIDGE VELOCITY- 5.69 CALCULATED CHANNEL AREA= 1969. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 522.77 .05 0. 11200. 3920. 4137, 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 U.S. FACE W. BOUND IN 635 38420.000 10.39 521.89 .00 .00 522.77 .88 .06 .00 515.50 11200.0 849.2 9648.5 702.3 75.6 1426.7 63.1 395.3 53.9 515.50 .42 11.24 6.76 11.13 .015 .045 .015 .000 511.50 2646.34 .002867 - 4D. 4D. 40. 0 0 0 .00 233.42 2879.76 ' SECNG 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 VALLEY SECT BTWN I.X. 635 B RIDGES 38500.000 10.31 522.11 .0 0 .00 523 -01 .90 .23 .01 515.80 11200.0 838.7 9667.8 693.6 73.8 1412.7 61.7 398.2 54.3 515.80 .43 11.36 6.84 11.25 .015 .045 .015 .000 511.80 2646.61 .002974 80. 80. 80. 0 0 0 .00 232.92 2879.53 - SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL= 529.20 ELENCR- 529.20 DS FACE E. BOUND I.H.635 38580.000 10.12 522.32 .00 .00 523.27 .95 .25 .01 516.20 11200.0 812.7 9715.2 672.1 69.7 1378.5 58.2 401.0 54.8 516.20 .43 11.66 7.05 11.55 .015 .095 .015 .000 512.20 2697.28 .003260 B0. 80. 80. 1 0 0 .00 231.69 2878.97 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOH QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VIAB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDS? SPECIAL BRIDGE SB XK XKOR COFQ RDLEN B BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 00 105.00 4.00 3920.00 7.50 512.20 512.20 - SECNO 38620.000 CLASS A LOW FLAW 3420 B RIDGE W.S.- 522.29 BRIDGE VELOCITY- 6.28 CALCULATED CHANNEL AREA- 1784. EGPRS EGLWC H3 QWEIR QIAW BARER TRAPEZOID ELLC ELTRD WEIRLN AREA .00 523.35 .06 0. 11200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL- 529.20 ELENCR. 529.20 US FACE E. BOUND I.H.635 38620.000 10.09 522.39 .00 .00 523.35 .96 .07 .00 516.30 11200.0 805.7 9728.0 666.3 68.6 1369.3 57.3 402.4 55.0 516.30 .43 11.75 7.10 11.63 .015 .045 .015 .000 512.30 2647.46 .D03342 40. 40. 40. 0 0 0 .00 231.36 2878.82 1490 NH CARD USED ' SECNO 38670.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS= 1339.0 1846.0 TYPE= 1 TARGET- - 1339.000 ELENCL= 532.80 ELENCR- 100000.00 50• U.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALF F ASSOCIATES TOPO (KHH) 38670.000 17.60 522.69 .00 .00 523.53 .83 .17 .01 516.00 11200.0 2348.6 8715.3 136.2 558.3 1089.9 41.2 404.2 55.3 517.00 .43 4.21 8.00 3.31 .050 .053 .050 .000 50509 1538.07 .003379 50. 50. 50. 2 0 0 .00 289..39 1827.46 1490 NH CARD USED • SECNO 38889.000 1 18JUL00 15:05:24 PACE 58 PAGE 59 PAGE 60 PAGE 61 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q OLDS QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN EIMIN SSTA SLOPE XL4DBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPHID ENDST 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS. .0 1648.0 TYPE- 1 TARGET- 1647.999 NDM XSECTION - BEGIN BERM(REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 38889.000 17.98 523.84 .00 .00 524.23 .39 .66 .04 517.00 13200.0 2606.3 3734.6 4859.2 742.3 593.7 1054.5 415.2 57.4 515.00 .45 3.51 6.29 4.61 .053 .060 .050 .000 505.86 1168.64 .002475 268. 219. 216. 2 0 0 .00 479.36 1648.00 1490 NH CARD USED • SECNO 39016.000 3470 ENCROACHMENT STATIONS. 1360.0 1782.0 TYPE- 1 TARGET. 422.000 ELENCI, 532.80 ELENCR- 532.80 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) i LEFT BANK ENCROACHMENT 39016.000 17.86 524.20 .00 .00 524.53 .33 .29 .01 520.00 11200.0 493.4 10631.2 75.4 169.2 2262.4 47.3 422.1 58.7 523.00 .45 2.92 4.70 1.60 .050 .055 .050 .000 506.34 1360.00 .002352 183. 127. 70. 0 0 0 .00 422.00 1782.00 1490 NH CARD USED • SECNO 39403.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALPP ASSOCIATES TOPO (KKR) 6 LEFT BANK ENCROACHMENT a SHALE 19403.000 17.56 525.06 .00 .00 525.25 .18 .70 .01 515.00 11200.0 6682.6 4352.8 164.5 1754.7 1544.2 129.1 445.6 63.7 524.00 .48 7.81 2.82 1.27 .050 .079 .050 .000 507.50 1137.89 .001727 278. 387. 216. 2 0 0 .00 958.76 2096.65 - SECNO 39768.000 PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH). LEFT ENCROACH a SW 39768.000 13.32 525.22 .00 .00 525.83 .61 .46 .13 528.00 11200.0 .0 11200.0 .0 .0 1790.4 .0 462.0 66.6 528.00 .50 .00 6.26 .00 .000 .040 .000 .000 511.90 1008.33 .001507 91. 365. 364. 2 0 0 .00 193.94 1202.27 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH ARDS VOL TWA R- BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST • SECNO 39800.ODO DOWNSTREAM OP PROPOSED REGENT ROAD BRIDGE 39800.000 13.14 525.14 .00 .00 525.95 .81 .05 .06 528.00 11200.0 .0 11200.0 .0 .0 1550.0 .0 463.2 66.7 528.00 .50 .00 7.27 .00 .000 .040 .000 .000 512.00 1005.73 .001959 32. 32. 32. 2 0 0 .00 162.54 1168.27 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BNC BHP BAR EA SS EI.CHU ELCHD 1.05 2.27 2.50 .00 138.00 4.00 1584.00 2.00 515.00 515.15 • SECNO 39865.000 CLASS A IuW FLOW 3420 BRIDGE W.S.- 525.01 BRIDGE VELOCITY. 7.33 CALCULATED CHANNEL AREA- 1542. EGPRS EGLWC H3 QWEIR QLIDW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 526.01 .05 0. 11200. 1584. 2117. 528.20 534.20 0. 3495 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLEA- 534.20 ELREA- 534.20 UPSTREAM OF PROPOSED REGENT ROAD BRIDGE 39865.000 13.19 525.19 .00 .00 526.01 .82 .06 .00 528.15 11200.0 .0 11200.0 .0 .0 1540.7 .0 465.5 67.0 528.15 .50 .00 7.27 .00 .000 .040 .000 .000 512.00 1005.92 .002002 65. 65. 65. 0 0 0 .00 162.16 1168.08 • SECNO 399DO.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) CHANNEL IMPROVEMENT 39900.000 13.10 525.30 .00 .00 526.08 .78 .07 .00 528.00 11200.0 .0 11200.0 .0 .0 1575.5 .0 466.7 67.1 528.00 .50 .00 7.11 .00 .000 .040 .000 .000 512.20 1008.10 .002027 35. 35. 35. 2 0 0 .00 175.60 1183.70 • SECNO 40208.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 1 18.3UL00 15:05:24 HALFF ASSOCIATES TOPO (KHH) 40208.ODO 13.11 526.01 .00 .00 526.66 .65 .56 .01 528.00 11200.0 .0 11200.0 .0 _0 1728.8 .0 478.4 68.4 528.00 .51 .00 6.48 .00 .000 .040 .000 .000 512.90 1005.97 .001656 308. 308. 308, 2 0 0 .00 190.66 1196.63 • SECNO 40408.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40408.000 12.93 526.33 .00 .00 527.01 68 .34 .01 528.00 1 12 00.0 .0 11200.0 .0 .0 1691.3 .0 486.3 69.3 52:.00 .52 .00 6.62 .00 .000 .040 .000 .000 513.40 1005.01 .001760 200. 200. 200. 2 0 0 .00 188.90 1193.91 1490 NH CARD USED • SECNO 40635.OD0 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.79 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK SWALE 40635.000 14.59 527.09 .00 .OD 527.26 .17 .20 .05 528.00 11200.0 .0 6369.3 4830.7 .0 1945.7 1453.9 499.1 70.7 523.00 .54 .00 3.27 3.32 .000 .044 .049 .000 512.50 186802 .56 .000550 180. 220. 220. 2 0 0 .00 375.54 2243. 1490 NH CARD USED •SECNG 40698.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED NEW SECT ON ADDED TO REVISED EXISTING MODEL PER 2 -2000 RALFF ASSOCIATES TOPO OM) 6 LEFT BANK SWALE 40698.000 12.07 527.17 .00 .00 527.33 .16 .07 .00 528.00 11200.0 .0 3106.9 8093.1 .0 876.7 2579.1 506.7 71.7 524.00 .55 .00 3.54 3.14 .000 .047 .051 .000 515.10 1753.30 .000966 152. 155. 55. 2 0 0 .00 584.12 2337.42 1490 NH CARD USED • SECNO 41138.000 1 53 0 MANNI NO N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .68 1 PAGE 62 PAGE 63 18/11/1,00 15:05:24 PAGE 64 _ CHANNEL IMPROVEMENT DATA (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) ADD SHALE 41138.000 9.35 527.55 .00 .00 527.67 .12 .33 .00 528.00 7900.0 .0 2592.7 5307.3 .0 766.5 2233.7 532.9 76.7 525.50 .58 .00 3.38 2.38 .000 .048 .062 .000 518.20 1831.26" .001033 96. ]00. 440. 2 D 0 .00 588.90 2420.15 • SECNO 41340.000 3301 RV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .67 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41340.000 8.73 527.53 .00 .00 528.22 .69 .38 .17 530.00 7900.0 .0 7900.0 .0 .0 1185.6 .0 546.4 79.2 530.00 .59 .00 6.66 .00 .000 .040 .000 .000 518.80 1007.26 .002308 200. 215. 340. 2 0 0 .00 161.47 1168.74 • SECNO 41471.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41471.000 8.57 527.70 .00 .00 528.68 .98 .37 .09 530.00 7900.0 .0 7900.0 .0 .0 994.1 .0 549.7 79.7 530.00 .60 .00 7.95 .00 .000 .040 .000 .000 519.13 1006.99 .003506 131. 131. 131. 2 0 0 .00 142.03 1149.01 • SECNO 41703.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41703.000 8.87 528.57 .00 .00 529.45 88 .76 .01 530.00 7900.0 .0 7900.0 .0 .0 1050.3 .0 555.2 80.4 530.00 .61 .00 7.52 .00 .000 .040 .000 .000 519.70 1004.58 .003048 232. 232. 232. 2 0 0 .00 146.83 1151.42 - SECNO 42040.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.58 100' DS LOYAL LANE (REVISED FOR THIS MODEL PER 2 -2D00 RALFF ASSOCIATES TOPO (KHH) 42040.000 9.21 529.71 .00 .00 530.11 .40 .62 .05 53000 7900.0 .0 7900.0 .0 .0 1557.5 .0 565.2 81.8 530..00 .63 .00 5.07 .00 .000 .040 .000 .000 520.50 1000.91 -� .001216 337. 337. 337. 2 0 0 .DO 198.17 1199.09 1 18JUL00 15:05:29 PAGE 65 - SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L - BANK ELEV Q OWN QCH ORO a ALOE ACH AROB VOL TWA RI BANK ELEV TIME VL.OS VCH VROB XNL XNCH XNR WIN IN EIMTA SS SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED • SECNO 42138.000 3265 DIVIDED FLOW 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 42138.000 9.79 530.79 530.79 .DO 531.41 .62 .23 .07 530.00 7900.0 3328.4 4003.0 568.6 1069.2 477.6 316.2 569.1 83.7 530.00 .63 3.11 8.38 1.80 .045 .045 .050 .000 521.00 1017.49 .006183 98. 98. 98. 20 9 0 .00 1481.59 3169.94 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 529.57 , NOT 530.79 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF IAN FLOW CONTROLS) SB XK XKOR COFQ NOLEN BWC BWP BARFA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 8.00 4.00 316.93 4.00 519.85 519.84 • SECNO 42200.000 6870 D.S. ENERGY OF 531.41 IS HIGHER THAN COMPUTED ENERGY OF 531.39 3265 DIVIDED FLOW PRESSURE AND WEIR FLAW, Weir Sulmergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BARFA TRAPEZOID ELLC ELTRD WEIRLM AREA 552.68 533.65 .00 6632. 1299. 317. 349. 528.71 530.86 1235. 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3710 WSEL ASSUMED BASED ON MIN DIFF US FACE RADIO RD SECT 426 42200.000 10.07 531.17 .00 .00 531.76 .59 .00 .0D 530.10 7900.0 3074.5 4140.0 685.5 1321.1 499.6 466.7 572.0 85.9 530.10 .63 2.33 8.29 1.47 .065 .045 .070 .000 521.10 1016.97 .005690 62. 62. 62. 20 0 5 .00 1627.81 3200.07 3 ISJULOD 15:05:24 PAGE 66 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB AIOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XMR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT C'ORAR TOPWID ENDST • SECNO 42280.000 MORE 3301 RV CHANGED MORE THAN HVINS 3302 WARNING: CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 3.02 PROFILE SECTION BB - SURVEY SECTION 27 42280.000 11.18 511.88 .00 .00 531.93 .05 .11 .05 522.00 7900.0 3963.9 764.3 3171.8 2867.7 197.3 2390.8 579.2 89.2 522.50 .65 1.38 3.87 1.33 .065 .045 .070 .000 520.70 780.00 .000624 80. 80. 80. 2 0 0 .00 1961.30 2741.30 • SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .44 PROFILE SECTION CC - SURVEY SECTION 28 44200.00D 8.83 533.73 .00 .00 534.02 .29 2.02 .07 526.80 7900.0 3337.4 2165.8 2402.7 933.8 319.6 1566.6 728.8 150.5 531.90 .77 3.57 6.78 1.53 .065 .045 .070 .000 524.90 1412.46 .003294 1800. 2030. 1300. 3 0 0 .00 1594.36 3006.82 • SECNO 45820.000 PROFILE SECTION DD - SURVEY SfiCTION 29 45820.000 7.23 539.03 .00 .00 539.34 .31 5.31 .00 533.00 7900.0 3948.2 1476.4 2475.4 1277.4 180.7 884.6 801.8 190.9 533.10 .86 3.09 8.17 2.80 .065 .045 .070 .000 531.80 1211.51 .004958 1400. 1620. 1000. 4 D 0 .00 1399.80 2671.32 • SECNO 47450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.50 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.34 543.44 .00 .00 543.61 .18 4.27 .01 535.80 7900.0 4751.6 1276.1 1872.3 2182.9 190.9 752.9 883.7 231.8 535.90 .99 2.18 6.68 2.49 .065 .045 .070 .000 53210 1320.71 .002205 1250. 1630. 1350. 4 0 0 .00 1372..71 2693.43 1 18JUL00 15:05:24 PAGE 67 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIOSS L -BANK ELEV Q 01,08 QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VIOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XI-0BR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 47540.000 3265 DIVIDED FLOW 100' DS COUNTY LINE RD 47540.000 12.29 543.49 .00 .00 543.83 .33 .16 .05 542.30 7900.0 3071.9 406S.3 762.8 1888.6 646.1 590.6 as 234.2 542.20 .99 1.63 6.29 1.29 .065 .045 .070 .000 531.20 225.01 .002608 30. 90. 200. 2 0 0 .00 1912.46 2137.49 • SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, OF KRATIO - 1.68 D. S. FACE COUNTY LINE RD, SECTION PP - SURVEY SECTION 31 47640.000 13.19 543.89 .00 .00 543.99 .11 .15 .02 541.80 7900.0 3867.1 2894.0 1138.9 3080.8 718.7 1100.7 897.4 238.8 541.70 1.00 1.26 4.03 1.03 .065 .045 .070 .000 530.70 10:.85 .000927 100. 100. 100. 2 0 0 .00 2089.16 2193.00 SPECIAL BRIDGE SB XK XKOR CORO RDLEN BWC BWP BARER SS ELCHU ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 • SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 4.26 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 5.08 PRESSURE AND WEIR FLOW, Weir Submergence Based m OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 558.98 544.00 .01 3509. 4393. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT 831 47670.000 17.85 548.55 .00 .00 548.56 .01 4.56 .00 541.80 7900.0 4890.4 1144.9 1864.8 9888.9 1092.2 4313.8 904.3 240.3 541.70 1.02 .49 1.05 .43 .065 .045 .070 .000 530.70 50.00 .000036 30. 30. 30. 0 0 3 .00 2250.00 2300.00 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS NEELK 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 'R WTN ELWIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 3.95 FEET 50' U.S. COUNTY LINE RD 47720.000 17.55 548.55 .00 .00 548.56 .01 .00 .00 542.10 7900.0 4873.3 1182.3 1844.4 9444.9 1066.3 4098.3 921.5 242.9 542.00 1.04 .52 1.11 .45 .065 .045 .070 .000 531.00 50.00 .000043 50. 50. 50. 2 0 0 .00 2250.00 2300.00 • SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .87 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .59 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 13.17 548.57 .00 .00 548.60 .03 .04 .01 543.40 7900.0 2519.8 3316.6 2063.6 3993.9 1861.2 2709.3 105:.6 266.8 539.10 1.17 .63 1.78 .76 .06S .045 .070 .000 535.40 1035.69 .000120 600. 630. 300. 0 0 0 .00 1864.31 2900.00 1 I SJULDO 15:05:24 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 500 YEAR T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 0 5 499.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CNNIM ITRACE 15 0 I 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLASS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VI.OB VCH VROS XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOHR ITRIAL IOC ICONT CORAR TOPWID ENDST -PROF 4 0 CCHV. .100 CEHV- .300 • SECNO 27620.000 •••••NOTE:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH PIS ..... STARTING NEEL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 24.00 499.50 .00 499.50 499.75 .25 .00 .00 494.80 13400.0 6677.9 6215.2 506.9 3192.1 1152.5 294.2 .0 .0 489.00 .00 2.09 5.39 1.72 .065 .045 .070 .000 475.50 1350.00 .000719 50. 50. 50. 0 0 0 .00 727.23 2077.23 CCWV. .100 Cm. .300 • SECNO 30130.000 3301 HV CHANGED MORE THAN WINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .30 PROFILE SECTION T - SURVEY SECTION 19 30130.000 18.02 501.72 .00 .00 503.83 2.11 3.53 .56 492.30 13400.0 5519.0 7881.0 .0 777.0 562.8 .0 129.1 19.0 501.90 .05 7.10 14.00 .00 .065 .045 .000 .000 483.70 1999.60 .007765 1600. 2510. 2000. 3 0 0 .00 222.30 2221.89 CCHV. .300 CERV- .500 •SECLID 30189.000 3301 HV CHANGED MORE THAN HVINS 3018 9.000 14.95 501.75 .00 .00 504.80 3.05 .50 .47 513.30 13400.0 .0 13400.0 .0 .0 955.6 .0 130.6 19.2 513.40 .05 .00 14.02 .00 .000 .045 .000 .000 48680 2154.38 .009379 59. 59. 59. 2 0 0 .00 97..06 2251.44 •SECN0 30190.000 3265 DIVIDED FLAW 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QIAB QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLO VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XIABL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .48 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 PROFILE SECTION U - SURVEY SECTION 20 STAIDUIS- SOUTHWESTERN R.R. 30190.000 14.57 501.37 .00 .00 505.22 3.85 .02 .40 513.30 13400.0 .0 13400.0 .0 .0 851.0 .0 130.6 19.2 513.40 .O5 .00 15.75 .00 .000 .045 .000 .000 486.80 2154.95 .040232 1. 1. 1. 2 0 0 .00 88.90 2250.85 •SECNp 30200.000 3265 DIVIDED FLAW PAGE 68 PAGE 69 PAGE 70 PAGE 71 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 30200.000 16.40 503.20 .00 .00 505.89 2.69 .32 .35 513.30 13400.0 .0 13400.0 .0 .0 1018.1 .0 110.9 19.2 513.40 '05 .00 13.16 .00 .000 .045 .000 .000 486.80 2154.00 .026213 30. 10. 10. 5 0 0 .00 92.73 2253.73 • SECNO 30201.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.32 30201.000 17.38 504.18 .00 .00 506.12 1.94 .01 .22 513.30 13400.0 .0 13400.0 .0 .0 1197.6 .0 130.9 19.2 513.40 .OS .00 11.19 .00 .000 .045 .000 .000 486.80 2152.34 .004868 1. 1. 1. 3 0 0 .00 102.90 2255.25 1 18JUL00 15:05:24 PAGE 72 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL OL.OSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VbDB VCH VROB XML XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV. .100 CEMV. .300 • SECNO 30250.000 3301 HV CHANCED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.58 30250.000 21.97 505.77 .00 .00 506.40 .62 .14 .13 492.40 13400.0 6943.2 6049.8 407.0 1664.3 728.9 235.6 133.0 19.5 502.00 .06 4.17 8.30 1.73 .065 .045 .065 .000 483.80 1911.71 .001942 49. 49. 49. 3 0 0 .00 439.35 2350.86 • SECNO 31310.000 31310.000 19.87 507.67 .00 .00 508.13 .45 1.71 .02 490.70 13400.0 8629.1 4770.9 .0 2183.2 653.3 .0 184.3 27.9 509.20 .30 1.95 7.30 .00 .065 .045 .000 .000 487.80 1374.36 .001983 750. 1060. 500. 2 0 0 .00 542.50 1916.85 • SECNO 31480.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATI0 - .39 3370 NORMAL, BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 19.54 507.54 .00 .00 509.19 1.65 .70 .36 509.10 13400.0 .0 13400.0 .0 .0 1300.0 .0 192.4 29.2 509.10 .11 .00 10.31 .00 .000 .045 .000 .000 488.00 1795.68 .013168 170. 170. 170. 2 0 0 - 170.81 119.32 1915.00 • SECNO 31500.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 31500.000 19.80 507.80 .00 .00 509.45 1.65 .26 .00 509.10 13400.0 .0 13400.0 .0 .0 1300.0 .0 193.0 29.3 509.10 .11 .00 10.31 .00 .000 .045 .000 .000 488.00 1795.57 .013168 20. 20. 20. 2 0 0 - 202.25 119.43 1 91 5. 00 I 18JUL00 15:05:24 PAGE 73 SECNO DEPTH CWSEL CRIWS WSELK IO HV HL OLOSS L -BANK ELEV 0 QLOB QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WTN ELM] N SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IDC ICONT CORAR TOPWID ENDST •SECN0 31550.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANG£, KRATIO - 3.34 31550.000 21.25 509.45 .00 .00 509.73 .27 .14 .14 49110 13400.0 9131.9 4268.1 .0 2896.6 729.3 .0 195.8 29.7 509..60 .11 3.15 5.85 .00 .065 .045 .000 .000 488.20 1313.29 .001179 50. 50. 50. 3 0 0 .00 606.40 1919.69 CCHV- .100 CEHV. .300 • SECNO 31750.000 3280 CROSS SECTION 31750.00 EXTENDED .03 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.59 HALFF ASSOC. SURV. SECN. AA 31750.000 20.98 509.62 .00 .00 509.86 .24 .14 .00 509.60 13400.0 .0 13400.0 .0 .0 3408 -4 .0 211.3 31.5 513.06 .12 .00 3.93 .00 .000 .045 .000 .000 488.64 1000.00 .000465 180. 200. 220. 2 0 0 .00 256.85 1256.85 • SECNO 32740.000 HALF P ASSOC. SURV. SECN. BB 32740.000 17.05 510.12 .00 .00 510.40 .27 .52 .01 511.47 13400.0 .0 13400.0 .0 .0 3191.0 .0 286.3 37.5 512.67 .19 .00 4.20 .00 .000 .045 .000 .000 493.07 1005.68 .000601 990. 990. 990. 2 0 0 .00 265.78 1271.46 - SECNO 34045.000 HALPF ASSOC. SURV. SECN. CC 34045.000 17.87 510.97 .00 .00 511.27 .30 .86 .01 518.50 13400.0 .0 13400.0 .0 .0 3062.0 .0 380.0 45.6 516.53 .27 .00 4.38 .00 .000 .045 .000 .000 493.10 1027.94 .000730 1305. 1305. 1305. 2 0 0 .00 276.19 1304.13 1 18JUL00 15:05:24 PAGE 74 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QIOB QCH GROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VIOB VCH VROS XNL XNCH XNR WTN ELMIN SSTA SLOPE XIOBL XLCH XLOBR ITRIAL IDC ICOHT CORAR TOPWID ENDST - SECNO 34330.000 HALFF ASSOC. SURV. SECN. DO 34330.000 13.07 511.14 .00 .00 511.59 .45 .28 .0S 518.23 13400.0 .0 13400.0 .0 .0 2483.7 .0 398.1 47.4 517.83 .29 .00 5.40 .00 .000 .045 .000 .000 498.07 1 0 29 .2 0 .001416 285. 285. 285. 1 0 0 .00 271.68 1300.88 • SECNO 34870.000 HALF" ASSOC. SURV. SECN. EE 34870.000 10.69 511.95 .00 .00 512.50 .55 .88 .03 519.25 13400.0 .0 13400.0 .0 .0 2257.4 .0 427.5 50.7 520.25 .31 .00 5.94 .00 .000 .045 .000 .000 501.26 1027.85 .001894 540. 540. 540. 2 0 0 .00 265.98 1293.82 • SECNO 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 520.30 MAX ELLC- 514.10 HALFF ASSOC. SURV. SECN. FF MOVED 120' D.S. TO FACE FREEPORT PKWY 35450.000 12.22 513.12 .00 .00 513.68 .56 1.18 .01 514.20 13400.0 .0 13400.0 .0 .0 2221.5 .0 457.3 54.4 520.30 .34 .00 6.03 .00 .000 .045 .000 .000 500.90 1015.89 .002181 580. 580. 580. 2 0 0 .00 284.60 1300.49 • SECNO 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFF ASSOC, SURV. SECN. FF U.S. FACE FREEPORT PKWY 35570.000 12.51 513.41 .00 .00 513.94 .52 .25 .00 514.20 13400.0 .0 13400.0 .0 .0 2305.4 .0 463.5 55.2 520.30 .35 .00 5.81 .00 .000 .045 .000 .000 500.90 1012.13 .001966 120. 120. 120. 2 0 0 .00 288.82 1300.94 • SECNO 35770.000 i E f 9 35770.000 13.88 513.69 .00 .00 514.57 .88 .53 .11 520.91 14200.0 .0 14200.0 .0 .0 1882.7 .0 473.2 56.4 522.81 .35 .00 7.54 .00 .000 .045 .000 .000 499.81 1028.78 .003641 200. 200. 200. 2 0 0 .00 251.95 1280.73 1 18JUL00 15:05:24 PAGE 75 SECNO DEPTH EL CHINS WSELK EG NV HL OLOSS L -BANK ELEV Q QLOB QCH OROS ALOE ACH AROB VOL TWA R -BANK ELEV TIME VlOB VCH VROB XNL XNCH XNR MTN ELKIN SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IDC ICONT CORAR TOPWIO ENDST ' SECNO 35970.000 CHIMP CLSTA- 1131.00 CELCH- 503.20 BW- 180.00 -51 H 1000.00 STCHR- 1264.90 CHIMP CLSTA- 1131.00 CELCH 501.20 BW- 20.00 STCHL- 1000.00 STCHR- 1264.90 EXCAVATION DATA AEX. 1557.1SQ -FT VEXR- .OK'CU -YD VEXT. .OK -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.78 HALFF ASSOC. SURV. SECN. GO (TRANSITION BACK TO NATURAL CHANNEL) - - --APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL 35970.000 13.27 514.47 .00 .00 514.99 .51 .38 .04 516.87 14200.0 .0 14200.0 .0 .0 2465.7 .0 483.1 57.6 517.83 .36 .00 5.76 .00 .000 .040 .000 .000 501.20 1007.19 .001147 200. 200. 200. 2 0 0 .00 247.62 1254.81 CCHV. .300 CEHV. .500 - SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH- 503.42 BM. 120.00 STCHL- 1060.33 STCHR- 1266.15 CHIMP CLSTA- 1166.00 CELCH- 501.42 ON- 20.00 STCHL. 10.0.33 STCHR. 1266.15 EXCAVATION DATA AEX. 1101.7SQ -FT VEXR. 4.9K -CU -YD VEXT- 4.9K-CU-YD 3301 HV CHANGED MORE THAN HVINS 2 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 36070 -36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. 'A' (1- 29 -85) BAP EXTENDED FROM TOPO 36070.000 12.95 514.37 .00 .00 515.42 1.05 .16 .27 518.64 14200.0 .0 14200.0 .0 .0 1729.7 .0 488.0 58.1 516.80 .37 00 8.21 .00 .000 .040 .000 .000 501.42 1073.15 .002564 130. 100. 60. 2 0 0 .00 185.70 1258.85 - SECNO 36360.000 CHIMP CLSTA- 1145.00 CELCH- 504.00 BW- 120.00 STCHL- 1036.40 STCHR- 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL- 1036.40 STCHR. 1245.00 1 18JUL00 15:05:24 PAGE 76 SECNO DEPTH CWSEL CHINS WSELK EG HV HL OLOSS L -BANK ELEV Q GLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XIOBL XLCH XLOBR ITRIAL IDC ICUNT CORAR TOPWID ENDST EXCAVATION DATA AEX- 1532.7SQ-FT VEXR. 14.1K-CU-YD VEXT- 19.1K'CU -YD HALFF ASSOC. SURV. SECN. 'B' (1- 29 -85) BAP 36360.000 13.03 515.03 .00 .00 516.06 1.03 .64 .00 520.20 14200.0 .0 14200.0 .0 .0 1743.0 .0 499.5 59.3 517.33 .38 .00 8.15 .00 .000 .035 .000 .000 502.00 1051.93 .001920 290. 290. 290. 2 0 0 .00 186.13 1238.07 - SECNO 38220.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 RW- 100.00 STCHL- 1031.36 STCHR. 1131.61 EXCAVATION DATA AEX= 658.4SQ -FT VEXR. 1.6K -CU -YD VEXT- 20.7K -CU -YD 3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 10.06 514.06 .00 .00 517 -15 3.09 .06 1.03 518.10 14200.0 .0 14200.0 .0 .0 1007.3 .0 500.8 59.4 515.47 .38 .00 14.10 .00 .000 .015 .000 .ODO 504.00 1031.40 .001189 40. 40. 40. 3 0 0 .00 100.20 1131.60 - SECNO 38232.000 CHIMP CLSTA- 1081.50 CELCH. 504.00 BW- 100.00 STCHL- 1031.36 STCHR. 1131.61 EXCAVATION DATA AEX. 658.4SQ -FT VEXR. .3K-CU-YD VEXT- 21.OK -CU -YD BOTTOM OF 6.5' DROP STRUCTURE 38232.000 10.09 514.09 .OD .00 517.17 3.08 .01 .00 518.10 14200.0 .0 14200.0 .0 .0 1009.1 .0 501.1 59.5 515.47 .38 .00 14.07 .00 .000 .015 .000 .DOD 504.00 1031.40 .001182 12. 12. 12. 0 0 0 .00 100.20 1131.60 -SECN D 38235.000 CHIMP CLSTA. 1081.50 CELCH. 510.50 BW- 100.00 STCHL. 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX- 7.1SQ -FT VEXR- .OK'CU -YD VEXT- 21.OK -CU -YD 1 18JUL00 15:05:24 PAGE 77 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OWES L -BANK ELEV Q QLOB QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XI.OBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 KV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS. 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 ELENCR. 525.00 X3 USED TO REFLECT INEFFECTIVE FI.OM TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 8.55 519.05 519.05 .00 523.25 4.20 .00 .56 518.09 14200.0 2.4 14114.0 83.6 3.1 856.0 34.6 501.1 59.5 515.47 .38 .78 16.49 2.42 .050 .015 .050 .000 510.50 1024.98 .001852 3. 3. 3. 20 11 0 .00 116.52 1141.50 -SECN G 38255.000 CHIMP C7.STA- 1081.50 CELCH- 510.50 BW. 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA AEX. 111. OSQ -FT VEXR- .OK'CU -YD VEXT- 21.1K -CU -YD 3280 CROSS SECTION 38255.00 EXTENDED 2.43 FEET 3301 RV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 1006.5 1156.5 TYPE. 1 TARGET. 150.000 ELENCL- 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. 38255.000 12.33 522.83 .00 .00 524.15 1.32 .04 .86 525.00 14200.0 .0 13 81 5. 4 384.6 .0 1481.9 100.6 501.7 59.5 515.70 .38 .DO 9.32 3.82 .000 .035 .050 .000 510.50 1006.50 .002082 20. 20. 20. 5 0 0 .00 150.00 1156.50 ' SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH- 510.50 BW- 45.00 STCHL- 2630.00 STCHR- 2890.00 EXCAVATION DATA AEX- 259.2SQ -FT VEXR- .4K -CU-YO VEXT- 21. 5K' CU- YD I 18 00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL GLOSS L -BANK ELEV Q QLOB QCH OR ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.47 APPROXIMATE CITY LIMITS OF COPPELL 38315.000 13.45 523.95 .00 .00 524.47 .52 .08 .24 521.75 14200.0 .0 14200.0 .0 .0 2454.8 .0 504.5 59.8 520.75 .38 .00 5.78 .00 .000 .035 .000 .000 510.50 2670.00 .000965 60. 60. 60. 3 0 0 .00 260.00 2890.00 CCHV- .100 CEHV- .300 'SECNO 38380.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR= 529.20 DS FACE W BOUND I.H.635 ('n' Values, Channel stations and enCroaCh -ts have been Corr Cted through 635 by A.H.H.) 38380.000 11.40 523.80 .00 .00 524.66 .86 .09 .10 515.40 14200.0 1426.7 11593.5 1179.8 130.8 1809.9 109.2 507.8 60.2 515.40 .38 10.91 6.41 10.80 .015 .045 .015 .000 511.90 2638.87 .001873 65. 65. 65. 2 0 0 .00 247.12 2885.99 SPECIAL BRIDGE SB XX XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 'SECND 38420.000 CLASS A LOW PLOW 3420 BRIDGE W.S.- 523.78 BRIDGE VELOCITY= 5.69 CALCULATED CHANNEL AREA- 2517. EGPRS EGLWC H3 QWEIR Q1XX4 BARER TRAPEZOID ELLC ELTRD WEIRLN AREA .00 524.71 .04 0. 14200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET= 260.000 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q LO QLOB QCH QROB AB ACH AROB VOL TWA R -BANK ELEV TIME 'LOB VCH VROB XNL %NCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELENCL- 529.20 ELENCR= 529.20 U.S. FACE W. BOUND IN 635 38420.000 12.34 523.84 .00 .00 524.71 .87 .05 .00 515.50 14200.0 1416.6 11611.9 1171.5 128.9 1798.3 107.7 509.7 60.4 515.50 .38 10.99 6.46 10.88 -015 .045 .015 .000 511.50 2639.10 .001920 40. 40. 40. 0 0 0 00 246.71 2885.80 'SECN0 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= I TARGET= 260.000 ELENCL- 529.20 ELENCR- 529.20 VALLEY SECT BTWN I.H. 635 BRIDGES 38500.000 12.18 523.98 .00 .00 524.88 .90 .16 .01 515.80 14200.0 1390.7 11659.3 1150.0 124.2 1768.8 103.7 513.4 60.9 515.80 .39 1 1.2 0 6.59 11.09 .015 .045 .015 .000 511. B0 2639.67 .002045 80. 80. 80. 1 0 0 .00 245.65 2885.32 'SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS PACE E. BOUND I.H.635 38580.000 11.91 524.11 .00 .00 525.07 .96 .17 .02 516.20 14200.0 1344.0 11744.5 1111.5 115.9 1716.2 96.8 517.0 61.3 516.20 .39 11.60 6.84 11.48 .015 .045 .015 .000 512.20 2640.70 .002295 80. 80. 80. 2 0 0 .00 243.77 2884.47 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS EL CHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 'SECND 38620.000 CLASS A LOW FLOW 3420 BRIDGE N.S.- 524.09 BRIDGE VELOCITY- 6.28 CALCULATED CHANNEL AREA- 2260. 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCN XLOBR ITR JAL IDC ICONT CORAR TOPWID ENDST EGPRS EGLWC H3 QWEIR QLOW HAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 525.13 .05 0. 14200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET= 260.000 ELENCL- 529.20 ELENCR= 529.20 US FACE E. BOUND I.H.635 38620.000 11.86 524.16 .00 .00 525.13 .97 .06 .00 516.30 14200.0 1335.9 11759.3 1104.8 114.5 1707.1 95.6 518.8 61.5 516.30 .39 11.67 6.89 11.55 .015 .045 .015 .000 512.30 2640. B8 .002342 40. 40. 40. 0 0 0 .00 243.44 2884.31 1490 NH CARD USED 'SECNO 38670.000 1530 MANNING' N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1339.0 1846.0 TYPE= 1 TARGET- - 1339.000 ELENCL- 532.60 ELENCR= 100000.00 50' U.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 38670.000 19.46 524.55 .00 .00 525.28 .73 .12 .02 516.00 14200.0 4122.1 9825.0 252.9 948.3 1267.9 72.3 521.2 61.9 517.00 .39 4.35 7.75 3.50 .050 .053 .050 .000 505.09 1451.05 .002594 50. 50. 50. 2 0 0 .00 381.11 1832.16 1490 NH CARD USED 'SECNO 38889.000 1530 MANNINGS N VALUES FOR CHANNEL COMPO'ITED 3470 ENCROACHMENT STATIONS= .0 1648.0 TYPE= 1 TARGET= 1647.999 NOM %SECTION - BEGIN BERM(REVISED FOR THIS MODEL PER 2 -2000 RAL.FF ASSOCIATES TOPO (KHH) 38889.000 19.62 525.48 .00 .00 525.81 .33 .49 .04 517.00 14200.0 4005.0 3811.9 6383.2 1119.7 669.1 1421.4 536.1 64.5 515.00 .41 3.58 5.70 4.49 .053 .060 .050 .000 505.86 1108.12 .001732 268. 219. 216. 2 0 0 .00 539.88 1648.00 1 18JUL00 15:05:24 SECHO 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 ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED ''ECHO 39016.000 PAGE 78 PAGE 79 PAGE 80 PAGE 81 3470 ENCROACHMENT STATIONS- 1360.0 1782.0 TYPE. 1 TARGET- 422.000 ELENCL- 532.80 ELENCR. 532.80 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK ENCROACHMENT 39016.000 19.35 525.69 .00 .00 526.03 .34 .22 .00 520.00 14200.0 854.5 13094.5 251.0 254.0 2747.4 105.1 545.2 66 -0 523.00 .42 3.36 4.77 2.39 .050 .055 .050 .D00 50634 136000 .001883 183. 127. 70. 2 0 0 .00 422..00 1782..00 1490 NH CARD USED •SECN0 39403.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK ENCROACHMENT . SWALE 39403.000 18.92 526.42 .00 .00 526.56 .14 .51 .02 515.00 14200.0 8772.6 4874.7 552.7 2695.5 1843.2 304.3 576.0 71.3 524.00 .45 3.25 2.64 1.82 .050 .079 .050 .000 50750 1015.76 .001201 278. 387. 216. 2 0 0 .00 1089..38 2105.15 - SECNO 39768.000 3301 HV CHANGED MORE THAN HVINS PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH). LEFT ENCROACH • SW 39768.000 14.48 526.38 .00 .00 527.15 .77 .40 .19 528.00 14200.0 .0 14200.0 .0 .0 2019.4 .0 596.3 74.9 528.00 .46 .00 7.03 .00 .000 .040 .000 .000 511.90 1004.85 .001703 91. 365. 364. 2 0 0 .00 200.90 1205.75 • SECNO 39800.000 DOWNSTREAM OF PROPOSED REGENT ROAD BRIDGE 39800.000 14.25 526.25 .00 .00 527.29 1.04 .06 .00 528.00 14200.0 .0 14200.0 .0 .0 1734.3 .0 597.7 74.6 528.00 .46 .00 8.19 .00 .000 .040 .000 .000 512.00 1003.49 .002252 32. 32. 32. 2 0 0 .00 167.02 1170.51 1 18JUL00 15:05:24 PAGE 82 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -RANK ELEV Q QLOB OCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIl4IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDS? SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU EL 1.05 2.27 2.50 .00 138.00 4.00 1584.00 2.00 515.00 515.15 - SECND 39865.000 CLASS A TAW FLOW 3420 BRIDGE N.S.- 526.11 BRIDGE VELOCITY. 8.24 CALCULATED CHANNEL AREA- 1736. EGPRS EGLWC H3 QWEIR QLON BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 527.38 .08 0. 14200. 1584. 2117. 528.20 534.20 0. 3495 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLEA- 534.20 ELREA. 534.20 UPSTREAM OF PROPOSED REGENT ROAD BRIDGE 39865.000 14.33 526.33 .00 .00 527.38 1.05 .08 .00 528.15 14200.0 .0 14200.0 .0 .0 1728.1 .0 600.3 74.8 528.15 .46 .00 8.22 .00 .000 .040 .000 .000 512.00 1003.69 .002284 65. 65. 65. 0 0 0 .00 166.72 1170.36 - SECNO 39900.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) CHANNEL IMPROVEMENT 39900.000 14.28 526.48 .00 .00 527.46 .98 .08 .01 528.00 14200.0 .0 14200.0 .0 .0 1787.7 .0 601.7 74.9 528.00 .46 .00 7.94 .00 .000 .090 .000 .000 512.20 1004.55 .002258 35. 35. 35. 2 0 0 .00 182.71 1187.25 - SECNO 40208.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40208.000 14AD 527.30 .00 .00 528.10 .80 .62 .02 528.00 14200.0 .0 14200.0 .0 .0 1980.0 .0 615.0 76.3 529.00 .48 .00 7.17 .00 .000 .090 .000 .000 512.90 1002.10 .001789 308. 308. 308. 2 0 0 .00 198.40 1200.50 I 18JUL00 15:05:24 PAGE 83 SECNO DEPTH CWSEL CRIWS WSELK EG ITV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -RANK ELEV B TIME VIA VCH VROB XNL XNCH XNR WTN E124IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECNO 40408.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40408.000 14.25 527.65 .00 .00 528.47 .83 .37 .01 528.00 14200.0 .0 14200.0 .0 .0 1945.2 .0 624.0 77.2 528.00 .48 .00 7.30 .00 .000 .04D .000 .000 513.90 1001.06 .001877 200. 200. 200. 2 0 0 .00 196.71 1197.76 1490 NH CARD USED • SECNO 40635.000 - 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.84 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK SWALE 40635.000 1 6. 04 528.54 .00 .00 528.74 .20 .21 .06 528.00 14200.0 2.9 8141.1 6056.0 9.9 2273.4 1680.6 638.9 78.8 523.00 .50 .29 3.58 3.60 .050 .045 .049 .000 512.50 1828.39 .000557 180. 220. 220. 2 0 0 .00 431.62 2260.02 1490 NH CARD USED • SECNO 40698.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK SWALE 40698.000 13.54 528.64 00 .00 528.81 .17 .06 .00 528.00 14200.0 5.7 3825.6 10368.7 14.4 1064.1 3267.3 648.0 80.0 524.00 .51 .39 3.59 3.17 .050 .047 .051 .000 515.10 1705.08 .000798 152. 155. 55. 2 0 0 .00 658.99 2364.07 1490 NH CARD USED • SECNO 41138.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED CHANNEL IMPROVEMENT DATA (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) ADD SWALE 41138.000 10.77 528.97 .DO .00 529.08 .11 .27 .01 528.00 9900.0 11.8 3063.0 6825.1 23.6 940.3 2904.8 681.6 85.2 525.50 .54 .50 3.26 2.35 .050 .048 .061 .000 518.20 1780.45 .000749 96. 100. 440. 2 0 0 .00 650.33 2430.78 1 18JUL00 15:05:24 PAGE 84 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB UCH QROB AIAB ACH AROB VOL TWA R -BANK ELEV TIME VLAB VCH VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -SECNO 41340.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .58 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (XKK) 41340.000 10.01 528.81 .00 .00 529.59 .78 .31 .20 530.00 9900.0 .0 9900.0 .0 .0 1396.9 .0 698.7 87.9 530.00 .55 .00 7.09 .00 .000 .040 .000 .000 518.80 1003.50 .002234 200. 215. 340. 2 0 0 .00 169.01 1172.50 -SECNO 41471.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KKK) 41471.000 9.81 528.94 .00 .00 530.04 1.10 .36 .30 530.00 9900.0 .0 9900.0 .0 .0 1175.6 .0 702.6 88.4 530.00 .56 .00 8.42 .00 .000 .040 .000 .000 519.13 1003.21 .003381 131. 131. 131. 2 0 0 .00 149.59 1152.79 -SECNO 41703.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KHH) 41703.000 10.09 529.79 .00 .00 530.79 1.00 .74 .01 530.00 9900.0 .0 9900.0 .0 .0 1235.2 .0 709.0 89.2 530.00 .57 .00 8.02 .00 .000 .040 .000 .000 519.70 1000.65 .002994 232. 232. 232. 2 0 0 .00 154.69 1155.35 -SECNO 42040.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO 1.60 100' DS LOYAL LANE (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KKK) 42040.000 10.48 530.98 .00 .00 531.44 .46 .60 .05 530.00 9900.0 9.5 9881.1 9.5 12.0 1811.1 12.0 720.9 90.8 530.00 .58 .79 5.46 .79 .040 .040 .040 .000 520.50 975.49 .001165 337. 337. 337. 2 0 0 .00 249.02 1224.51 1 18JUL00 15:05:24 PAGE 85 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME V1,08 VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED -SECNO 42138.000 3265 DIVIDED FLAW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .46 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 42138.000 10.15 531.15 .00 .00 531.67 .52 .21 .02 530.00 9900.0 4681.8 4135.3 1083.0 1399.3 506.1 514.8 725.7 92.9 530.00 .59 3.35 8.17 2.10 .045 .045 .050 .000 521.00 1016.81 .005438 98. 98. 98. 2 0 0 .00 1647.51 3208.94 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 530.62 , NOT 531.15 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLAW CONTROLS) SB XK XKOR COFQ RDLEN BLOC BWP BAREA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 8.00 4.00 316.93 4.00 519.85 519.84 -SECNO 42200.000 3265 DIVIDED FLOW PRESSURE AND WEIR FLOW, Weir SulXnergence Based on OGEE Shape EGPRS EGLWC H3 ¢WEIR QPR HAREA TRAPEZOID ELL.0 ELTRD WEIRLN AREA 565.51 534.79 .00 8572. 1313. 317. 349. 528.71 530.86 1256. 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3710 WSEL ASSUMED BASED ON MIN DIFF US FACE RADIO RD SECT 426 42200.000 10.26 531.36 .00 .00 532.05 .69 .00 .00 530.10 9900.0 4096.9 4767.0 1036.1 1504.8 514.8 582.0 729.2 95.3 530.10 .59 2.72 9.26 1.78 .065 .045 _070 .000 521.10 1016.61 .006826 62. 62. 62. 20 0 6 .00 1674.03 3220.89 1 18JULOO 15:05:24 PAGE 86 SECNO DEPTH CWSEL CRIWS WSELK SG HV HL OLASS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANX ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XIABL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -SECNO 42280.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3.00 PROFILE SECTION BB - SURVEY SECTION 27 42280.000 11.49 532.19 .00 .00 532.25 .06 .14 .06 522.00 9900.0 5010.2 883.7 4006.1 3186.5 203.2 2686.6 737.2 98.7 522.50 .60 1.57 4.35 1.49 .065 .045 .070 .000 520.70 751.31 .000756 80. 80. 80. 2 0 0 .00 2030.54 2781.85 -SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .51 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 9.33 534.23 .00 .00 534.48 .24 2.17 .06 526.80 9900.0 3814.1 2280.4 3805.5 1139.6 343.0 2192.6 912.1 165.1 531.90 .73 3.35 6.65 1.74 .065 .045 .070 .000 524.90 1232.62 .002884 1800. 2030. 1300. 4 0 0 .00 1709.64 3022.26 -SECNO 45820.000 PROFILE SECTION DD - SURVEY SECTION 29 45820.000 7.49 539.29 .00 .00 539.63 .35 5.12 .03 533.00 9900.0 5063.2 1683.8 3153.0 1514.6 187.7 1017.1 1001.5 209.6 533.10 .82 3.34 8.97 3.10 .065 .045 .070 .000 531.80 1238.75 .005673 1400. 1620. 1000. 3 0 0 .00 1472.50 2711.25 -SECNO 47450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.61 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.81 543.91 .00 .00 544.09 .18 4.44 .02 535.80 9900.0 6216.3 1375.0 2308.7 2687.6 200.4 917.9 1099.0 253.2 535.40 .94 2.31 6.86 2.52 .065 .045 .070 .000 532.10 1255.65 .002177 1250. 1630. 1350. 4 0 0 .00 1481.67 2737.32 1 18JUL00 15:05:24 PAGE 87 SECNO DEPTH CWSEL CHINS WSELK EG HV HL GLOSS L -HAWK ELEV Q QLOB QCH QROB AIDS 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 47540.000 100' DS COUNTY LINE RD 47540.000 12.80 544.00 .00 .00 544.26 .27 .15 .03 542.30 9900.0 4491.0 4160.4 1248.7 2549.3 686.2 872.6 1104.7 255.8 542.20 .95 1.76 6.06 1.43 .065 .045 .070 .000 531.20 162.32 .002235 10. 90. 200. 2 0 0 .00 2006.52 2168.84 -SECNO 47640.000 3280 CROSS SECTION 47640.00 EXTENDED .01 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.53 D. S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 13.61 544.31 .00 .00 544.42 .11 .14 .02 541.80 9900.0 5145.7 3162.2 1592.1 3685.0 752.5 1360.0 1116.0 260.6 541.70 .96 1.40 4.20 1.17 .065 .045 .070 .000 530.70 50.00 .000950 100. 100. 100. 2 0 0 .00 2168.23 2218.23 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 541.53 , NOT 544.31 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) SB XK XKOR COFQ RDLEN BWC BWP BARKA SS ELCHU ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 • SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 6.00 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 5.89 PRESSURE AND LO WEIR FLOW, Weir SulrRex3- Based on OGEE Sbape DGPRS EGLWC H3 QWEIR QPR BARKA TRAPEZOID ELLC ELTRD WEIRLN AREA 568.02 545.15 .00 4951. 4978. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT #31 47670.000 19.60 550.30 .00 .00 550.30 .01 5.89 .00 541.80 9900.0 6226.3 1220.0 2453.7 12440.8 1231.9 5552.2 1124.6 262.1 541.70 .98 .50 .99 .44 .065 .045 .070 .000 530.70 50.00 .000027 30. 30. 30. 0 0 3 .00 2250.00 2300.00 1 18JUL00 15:05:24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACN AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 5.70 PEST 50' U.S. COUNTY LINE RD 47720.000 19.30 550.30 .00 .00 550.30 .O1 .00 .00 542.10 9900.0 6214.5 1248.1 2437.4 11996.8 1206.0 5336.8 1146.3 264.7 542.00 1.00 .52 1.03 .46 .065 .045 .070 .000 511.00 50.00 .000031 50. 50. 50. 2 0 0 .00 2250.00 2300.00 • SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED 2.61 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .62 PROFILE SECTION GO - SURVEY SECTION 32 48350.000 14.91 550.31 .00 00 550.33 .02 .02 .00 543.40 9900.0 3801.8 3442.5 2655.8 5945.6 2157.3 3754.4 1325.5 288.9 539.10 1.15 .64 1.60 .71 .065 .045 .070 .000 535 40 1000.00 .000079 600. 630. 300. 0 0 0 .00 1900.00 2900.00 1 18JUL00 15:05:24 .................. I.................. THIS RUN EXECUTED I8JUL00 HEC -2 WATER SURFACE PROFILES Version 9.6.2; ...... ............................... May 1991 NOTE- ASTERISK (•) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK PROPOSED SUMMARY PRINTOUT SECNO CWSEL Q VCH DEPTH TOPWID SHEAR POWER 27620.000 492.50 6700.00 9.27 17.00 232.51 2.52 23.34 27620.000 494.68 9400.00 9.04 19.18 481.38 2.49 22.10 27620.000 495.60 10500.00 8.43 20.10 590.55 2.08 17.53 27620.000 499.50 13400.00 5.39 24.00 727.23 .78 4.23 30130.000 500.67 6700.00 8.08 16.97 155.00 2.. 19 1773 30130.000 502.04 9400.00 9.91 18.34 233.99 2.92 27.48 30130.000 502.18 10500.00 10.30 18.48 242.29 3.49 35.94 ' 30130.000 501.12 13400.00 14.00 18.02 222.30 6.51 91.15 30189.000 500.74 6700.00 7.80 13.94 93.92 1.82 14.21 30189.000 502.02 9400.00 9.58 15.22 97.87 2.67 25.60 30189.000 502.14 10500.00 10.57 15.34 98.13 3.25 34.32 30189.000 501.75 13400.00 14.02 14.95 97.06 5.76 80.80 • 30190.000 500.65 6700.00 8.51 13.85 86.66 6.34 53.90 • 30190.000 501.89 9400.00 10.48 15.09 90.48 10.04 105.24 • 30190.000 501 .9 7 10500.00 11.61 15.17 90.75 12.34 143.24 • 30190.000 501.37 13400.00 15.75 14.57 88.90 22.28 350.79 10200.000 500.82 6700.00 8.35 14.02 87.20 6.14 51.27 30200.000 502.18 9400.00 10.17 15.38 91.12 9.57 97.37 30200.000 502.40 10500.00 11.13 15.60 91.46 11.55 128.54 30200.000 503.20 13400.00 13.16 16.40 92.73 16.70 219.78 • 30201.000 501.10 6700.00 7.50 14.30 9505 167 12.53 • 30201.000 502.64 9400.00 9.01 15.84 99..19 2..34 21.10 • 30201.000 502.98 10500.00 9.75 16.18 99.89 2.73 26.61 • 30201.000 504.18 13400.00 11.19 17.38 102.90 3.54 39.56 30250.000 501.55 6700.00 7.26 17.75 205.24 1.76 12.75 30250.000 503.47 9400.00 7.89 19.67 307.04 1.99 15.73 30250.000 504.02 10 500 .0 0 8.19 20.22 337.50 2.12 17.39 • 30250.000 505.77 13400.00 8.30 21.97 439.15 2.10 17.46 1 18JULOO 15:05:24 SEC74O CWSEL Q 31310.000 503.64 6700.00 31310.000 505.56 9400.00 31310.000 506.15 10500.00 31310.000 507.67 13400.00 31460.000 503.99 6700.00 31480.000 505.78 9400.00 ' 31480.000 506.44 10500.00 • 31480.000 507.54 13400.00 31500.000 504.06 6700.00 31500.000 505.86 9400.00 31500.000 506.60 10500.00 31500.000 507 .8 0 13400.00 31550.000 504.34 6700.00 31550.000 506.47 9400.00 • 31550.000 507.48 10500.00 • 31550.000 509.45 13400.00 VCH 6.84 7.23 7.34 7.30 6.26 7.44 8.08 10.31 6.23 7.38 8.OB 10.31 6.56 6. 66 6.31 5.85 DEPTH 15.84 17.76 18.35 19.87 15.99 17.78 18.44 19.54 16.06 17.86 18.60 19.80 16.14 10.27 19.28 21.25 TOPWID SHEAR 193.59 1.40 382.20 1.52 419.11 1.55 542.50 1.50 105.44 1.70 111.72 2.42 118.84 5.52 119.32 8.95 105.68 1.69 112.33 2.39 118.91 5.52 119.43 8.94 200.98 1.28 411.79 1.28 513.93 1.13 606.40 .95 PAGE 88 PAGE 89 15:05:24 PAGE 9C POWER 9.59 30.96 11.39 10.96 10.67 18.04 44.57 92.28 10.50 17.63 44.55 92.19 8.42 8.52 7.14 5.54 ' 31750 000 504.93 6700.00 • 31750.000 506.86 9400.00 • 31750.000 507.79 10500.00 • 31750.000 509 .6 2 13400.00 32740.000 505.26 6700.00 32740.OD0 507.34 9400.00 32740.000 508.26 10500.00 32740.000 51 0. 12 13400.00 34045.000 506.15 6700.00 34045.000 508.23 9400.00 34045.000 509.11 10500.00 34045.000 51 0. 97 13400.00 • 34330.000 506.41 6700.00 • 39330.000 508.49 9900.00 • 39330.000 509.30 30500.00 34730.000 511.14 13400.00 34870000 50791 6700.00 34a70..DD0 509..56 9400.00 34870.000 510.28 10500.00 34870.000 511.95 1 3400 . 00 35450000 509.46 6700.00 35450..000 510.92 9400.00 354 50 .000 511.53 10500.00 35450.000 513.11 13400.00 1 18JUL00 15:05:24 SEC34O CWSEL Q 35570.000 509.74 6700.00 35570.000 511.20 9400.00 35570.000 511.81 10500.00 15570.000 513.41 13400.00 • 35770.000 510.09 7300.00 • 35770.000 511.52 10000.00 • 35770.000 512.10 11200.00 3577 0. 000 513.69 14200.00 • 35970.000 511.03 7300.00 • 35970.000 512.42 10000.00 • 35970.000 512.99 11200.00 • 35970.000 514.47 14200.00 • 36070.000 511.02 7300.00 • 36070.000 512.37 10000.00 • 36070.000 512.92 11200.00 • 36070.000 514.37 14200.00 36360.000 511.60 7300.00 36360.000 513.01 10000.00 36360.000 513.59 11200.00 36360.000 515.03 14200.00 38220.000 511.16 7300.00 38220.000 512.37 10000.00 38220.000 512.84 11200.00 38220.000 514.06 14200.00 38232.000 511.18 7300.00 38232.000 512.39 10000.00 38232.000 512.87 11200.00 38232.000 514.09 1 420 0. 00 ' 38235.000 515.99 7300.00 • 38235.000 537.27 10000.00 • 38235.000 517.79 11200.00 • 38235.000 519.05 14200.00 • 38255.000 538.23 7300.00 • 38255.000 520.16 10000.00 • 38255.000 520.97 11200.00 38255.000 522.83 14200.00 38315.000 519.03 7300.00 38315.000 521.11 10000.00 38315.000 521.96 11200.00 • 38315.000 523.95 14200.00 1 18JUL00 15:05:24 SECNO CWSEL Q • 38380.000 518.94 7300.00 • 38380.000 521.00 10000.00 • 38380.000 521.84 13200.00 38380.000 523.80 14200.00 38420.000 519. D3 7300.00 78420.000 521.05 30000.00 38420.000 521.89 11200.00 3 a 420 .0 00 523.84 14200.00 38500000 519.67 7300.00 38500..00D 521.33 10000.00 38500.000 522.11 11200.00 38500.000 523.98 14200.00 38580.000 52D. 12 7300.00 38580.000 521.61 10000.00 38580.000 522.32 11200.00 38580.000 524.11 14200.00 38620.000 520.18 7300.00 38620.000 521.67 10000.00 38620.000 522.39 11200.00 38620.000 524.16 14200.00 296 3..45 3.56 3.93 3.36 3.78 3.87 4.20 3.70 4.04 4.10 4.38 5.23 5.10 527 5..40 5.41 5.73 5.76 5.94 5.03 5.64 5.80 6.03 VCH 4.80 5.43 5.60 5.81 7.11 7.38 7.50 7.54 4.42 5.07 5.32 5.76 6.40 7.30 7.63 8.21 6.40 7.25 7.56 8.15 10.17 11.94 12.65 14.10 10.16 11.91 12.63 14.07 13.28 14.72 15.29 16.49 8.35 8.74 8.90 9.32 5.95 5.83 5.76 5.78 VCH 7.67 6.90 6.71 6.41 7.70 6.95 6.76 6.46 7.10 6.98 6.84 6.59 7.03 7.13 7.05 6.84 7.08 7.18 7.10 6.89 1619 18..22 19.15 20.98 12.19 14.27 15.19 17.05 13.05 15.13 16.01 17.87 8.39 10.37 1323 13..07 6.65 830 9. . 02 10.69 8.56 10.02 10.63 12.22 DEPTH 8.84 10.30 10.91 12.51 10.28 11.71 12.29 13.88 9.83 11.22 11.79 13.27 9.60 10.95 11.50 12.95 9.60 11.01 11.59 13.03 7.16 8.37 8.84 10.06 7.18 8.39 1.17 10.09 5.49 6.77 7.29 8.55 7.71 9.66 10.47 12.33 8.53 10.61 11.46 13.45 DEPTH 7.54 9.60 10.44 12.40 7.53 9.55 10.39 12.34 7.87 9.53 10.31 12.18 7.92 9.41 10.12 11.91 7.88 9.37 10.09 11.86 22115 .24 .71 236..37 .31 1.07 243.25 .33 1.16 256.85 .39 1.51 225. . 02 32 1.06 242.47 .38 1.46 250.16 .40 1.53 265.78 .45 1.89 243.:8 .41 1.53 257.80 .46 1.85 26371 .46 1.90 276..19 .51 2.21 235.60 90 4.70 . 251.00 .85 4.49 257.60 .81 4.28 271.68 .81 4.36 237.49 .98 5.29 249.12 1.02 5.82 254.20 1.00 5.75 265.98 1.00 5.95 225.92 .81 4.08 234.79 .96 5.41 2]8.52 .99 5.74 284.60 1.06 6.41 PAGE 93 TOPWID SHEAR POWER 22765 73 350 236.. . 48 .88 4..77 240.15 .92 5.13 288.82 .98 5.69 223.70 1.77 12.57 234.91 1.77 13.07 239.48 1.78 13.38 251.95 1.70 12.80 227.00 .46 2.06 235.33 .58 2.97 238.73 .63 3.36 247.62 .71 4.10 165.58 1.00 6.38 173.70 1.24 9.06 177.01 1.34 10.21 185.70 1.49 12.23 165.60 .76 4.87 174.03 .94 6.78 177.97 1.00 7.59 186.13 1.32 9.14 100.14 .41 4.14 100.17 .55 6.53 100.18 .61 7.72 100.20 .75 10.51 300.14 .41 9.12 100.17 .54 6.49 100.18 .61 7.67 100.20 .74 10.45 110.05 .72 9.63 110.07 .84 12.41 110.07 .89 13.65 116.52 .99 16.29 193.15 1.31 10.91 198.99 1.34 31.69 150.00 1.35 12.04 150.00 1.42 13.24 217.76 .70 4.14 253.55 .63 3.66 260.00 .60 398 260.00 .57 3..29 PACE 92 TOPWID SHEAR POWER 234.07 2.03 15.57 228.04 1.45 9.99 23377 1.32 8.84 247..12 1.11 7.13 213.96 2.05 15.76 227.73 1.48 10.26 233.42 1.34 9.08 246 .7 1 1.13 7.32 216.31 1.70 12.06 227.59 1.49 10.38 232.92 1.38 9.44 245.65 1.19 7.83 216.62 1.66 11.65 226.7: 1.56 11.14 231.69 1.48 10.40 243.77 1.29 8.85 216.40 1.69 11.95 226.50 1.59 11.42 231.36 1.50 10.68 243 .44 1 .33 9.04 38670.000 52053 7300.00 38670.000 521.. 97 10000.00 38670.000 522.69 11200.00 38670.000 524.55 14200.00 38889.000 521.64 7300.00 38889.000 523.37 10000.00 38889.000 523.84 11200.00 38889.000 5 25 . 1 4200 .00 39016.000 522.32 7300.00 39016.000 523.62 10000.00 39016.000 52420 11200.00 39016.000 525. .69 14200.00 39403.000 52328 7300.00 39403.000 524..53 10000.00 39403.000 525.06 13200.00 39403.000 526.42 14200.00 ' 39768.000 523.60 7300.00 39768.000 524.76 10000.00 39768.000 5 2 5 22 11200.00 3976 8. 000 526..38 14200.00 1 18JGL00 15:05:24 SECNO CNSEL Q 39800.000 523.56 7300.00 39800.000 524.69 10000.00 39800.000 525.14 11200.00 39800.000 526.25 14200.00 39865.000 523.59 7300.00 39865.000 524.74 10000.00 39865.000 525.19 11200.00 39865.000 526.33 14200.00 39900.000 52365 730000 39900.000 524..83 10000..00 39900.000 525.30 11200.00 39900.000 526.48 14200.00 40208.000 524.16 7300.00 40208.000 525.48 10000.00 40208.000 526.01 11200.00 40208. D00 527.30 14200.00 40408.000 524.42 7300.00 40408.000 525.79 30000.00 40408.000 526.33 11200.00 40408.000 527.65 14200.00 • 40635.000 52498 7300.00 • 40635.000 526..49 10000.00 • 40635.000 527.09 11200.00 • 40635.000 528.54 14200.00 • 40698.000 525.02 7300.00 40698.000 526.55 10000.00 40698.000 527.17 11200.00 40698.000 528.64 14200.00 • 41138.000 525.54 5100.00 • 41138.000 526.96 7000.00 • 41138.000 527.55 7900.00 41138.000 528.97 9900.00 41340.000 525.78 5100.00 41340.000 527.01 7000.00 ` 41340.000 527.53 7900.00 • 41340.000 528.81 9900.00 41471000 52596 510000 41471..000 527..19 7000. .00 41471.000 527.70 7900.00 41471.000 528.94 9900.00 1 18JUL00 15:05: SECNO CWSEL 41703.000 526.74 41703.000 528.03 41703.000 528.57 41703.000 529.79 • 92040.000 527.72 • 42040.000 529.12 • 42040.000 529.71 • 42040.000 530.98 • 42138.000 530.40 • 42138.000 530.63 • 42138.000 530.79 • 42138.000 531.15 • 42200.000 530.96 • 42200.000 531 .03 • 42200000 511.17 ` 42200..000 531.36 • 42280.000 531.38 • 42280.000 531.73 • 42280.000 531.88 * 42280.000 532.19 • 44200.000 532.76 • 44200.000 533.46 • 44200.000 533.73 • 4 4200 .0 00 534.23 i4 Q 5100.00 7000.00 790000 9900.. 00 5100.00 7000.00 7900.00 9900.00 5100.00 7000.00 7900.00 9900.00 5100.00 7000.00 790000 9900..00 510000 7000.. 00 7900.00 9900.00 5100.00 7000.00 7900.00 9900.00 731 7.. 96 8.00 7.75 7.14 6. 57 629 5..70 935 :64 470 4.. 77 2.71 2.82 2.82 2.64 4.92 5.88 6.26 7.03 VCH 5.62 6.77 7.23 8.19 5.68 6.81 7.27 8.22 5.65 6.70 7.11 7.94 5.26 6.14 6.48 7.17 5.44 6.29 6.62 7.30 2.75 3.13 3.27 3.58 3.49 3.53 3.54 3.59 3.66 3.43 3.38 3.26 560 . 6.35 6.66 7.09 6.74 7.59 7.95 8.42 VCH 6.43 7.20 7.52 8.02 4.34 4.86 5.07 5.46 7.31 8.41 8.38 8.17 6.09 8.02 8.29 9.26 3.02 3.63 3.87 4.35 7.13 6.85 6.78 6.65 15.44 16.88 17.60 19.46 15.78 17.31 17.98 19.62 1598 17..28 37.86 19.35 15.78 17.03 17.56 18.92 11.70 12.66 1332 14. . 48 DEPTH 11.56 12.69 13.14 14.25 11.59 12.74 13.19 14.33 11.45 12.63 13.10 14.28 11.26 12.58 13.11 14.40 1102 12.. 39 12.93 14.25 12.48 13.99 14.59 16.04 9.92 11.45 12.07 13.54 7.34 8.76 9.35 10.77 6.98 8.21 8.73 10.01 6.83 8.06 8.57 9.81 222.37 2.15 15.71 267.09 2.43 19.31 289.39 2.39 19.14 381.11 2.14 16.56 393.73 2.73 19.52 476.70 2.22 14.57 479.36 1.99 12.54 539.88 1.57 8.96 357.28 .94 4.10 422.00 1.02 4.73 422.00 1.02 4.79 422.00 .99 4.72 518.55 .76 2.05 835.45 .78 2.20 958.76 .76 2.13 1089.38 .61 1.66 184.20 .56 2.76 191.17 .78 4.56 193.94 .B7 5.43 200.90 1.07 7.51 TOPMID SHEAR POWER 156.24 .74 4.13 160.76 1.03 6.99 162.54 1.17 8.42 167.02 1.46 11.95 155.75 .76 4.29 160.34 1.05 7.19 162.16 1.19 8.63 166.72 1.48 12.14 165.63 .75 4.23 172.77 1.02 6.82 175.60 1.14 8.07 182.71 1.38 10.95 179.57 .65 3.43 187.48 .85 5.24 190.66 .94 6.07 198.40 1.11 7.99 177.59 .70 3.81 185.66 .90 5.67 IB8. 90 .98 6.51 196.71 1.16 8.45 360.46 . . 22 .60 371.22 .27 86 375.54 .30 .98 431.62 .35 1.25 568.95 .45 1.56 579.77 .43 1.51 584.12 .92 1.50 658.99 .41 1.49 570.19 .52 1.9I 581.67 .43 1.48 588.90 .91 1.38 650.33 .36 1.16 151.11 .79 4.45 158.40 .98 6.20 161.47 1.06 7.04 169.01 1.15 8.17 131.49 1.17 7.89 138.91 1.42 10.79 192.03 1.53 12.17 199.59 1.66 13.96 DEPTH TOPMID SHEAR POWER 7.04 135.14 1.06 6.81 8.13 143.36 1.27 9.34 8.87 146.83 1.36 10.23 10.09 154.69 1.49 11.96 7.22 185. . 61 47 203 8.62 194.38 .56 2..71 9. . 21 19817 .60 3.02 10.48 249.02 .66 359 9.40 1353.14 1.79 13..12 9.63 3427.89 2.39 19.66 9.79 1481.54 2.30 19.30 10.15 1647.51 2.15 17.54 9.86 1502.96 1.21 7.37 9.93 1523.92 2.10 16.82 10.07 1627.81 2.22 18.37 1 0.26 1679.03 2.74 25.38 10.68 1849.14 .25 .76 11.03 1926.85 .36 1.30 11.18 1961.30 .40 1.57 11.49 2030.54 .50 2.19 7.86 1249.28 1.66 11.83 8.56 1526.73 1.48 10.13 8.83 1599.36 1.43 9.68 9.33 1789.64 1.34 8.92 PAGE 93 PAGE 94 45820.000 538.56 5100.00 6.70 6.76 1148.45 1.43 9.56 1 : 5820 000 538.89 7000.00 7.76 7.09 1360.59 1.88 14.59 45820.000 539.03 7900.00 8.17 7.23 1399.80 2.07 16.92 45820.000 539.29 9900.00 8.97 7.49 1472.50 2.46 22.08 47450.000 542.55 5100.00 6.47 10.45 1121.00 1.27 8.23 • 47450.000 543.19 7000.00 6.61 11.09 1316.85 1.29 8.56 • 47950.000 543 -44 7900.00 6.68 11.34 1372.71 1.31 8.78 ' 47950.000 543.91 9900.00 6.86 11.81 1481.67 1.36 9.39 47540.000 542.45 5100.00 7.15 11.25 1944.94 1.88 13 -78 47540.000 543.21 7000.00 6.53 12.01 1791.88 1.43 9.37 47540.000 543.49 7900.00 6.29 12.29 1912.46 1.31 8.27 47540.000 544.00 9900.00 6.06 32.80 2006.52 1.20 7.25 • 47640.000 543.25 5100.00 3.55 12 -55 1959.50 .91 1.47 • 1764D.000 543.69 7000.00 3.91 12.99 2043.60 -49 1.93 • 17640.000 543.89 7900.00 4.03 J. I 19 2084.16 .52 2.09 • 47640.000 544.31 9900.00 4.20 13.61 2168.23 .56 2.34 1 18JUL00 15:05:24 PAGE 95 SECNO CWSEL Q VCW DEPTH TOPWID SHEAR POWER • 47670.000 545.99 5100.00 1.21 15.29 2250.00 .04 .05 • 47670.000 547.78 7000.00 1.08 17.08 2250.00 .03 .04 + 47670.000 598.55 7900.00 1.05 17.85 2250.00 .03 .03 • 47670.000 550.30 9900.00 .99 19.60 2250.00 .03 .03 47720.000 54599 510000 1. 15 16.32 14.99 78 2250. 2250. . 00 .05 .07 47720.000 547..78 7000.04 .04 47720.000 548.55 7900.. 1 00 1..11 17.55 2250.00 .03 .04 47720.000 550.30 9900.00 1.03 19.30 2250.00 -03 .03 • 98750.000 546.04 5100.00 2.15 10.64 1448.62 .13 .28 • 48350.000 547.81 7000.00 1.88 12.41 1834.70 .09 .18 • 48350.000 548.57 7900.00 1.78 13.37 1869.33 .OB .15 • 48350.000 550.31 9900 -00 1.60 14 -91 1900.00 .06 .10 1 18JUL00 15:05:24 PAGE 96 GRAPEVINE CHEEK PROPOSED SUMMARY PRINTOUT TABLE 150 SECNO AI.CH ELTRD ELLC EIMIN Q CWSEL CRIWS ED 10•KS VCN AREA .OIK 27620.000 .00 .00 .00 475.50 6700.00 492.50 .00 493.78 38.33 9.27 869.59 1082.22 27620.000 .00 .DO .00 975.50 9400.00 494.68 .DO 495.72 30.98 9.04 163D.17 1688.95 27620.000 .00 .00 .00 475.50 10500.00 495.60 .00 496.42 24.59 8.43 2158.96 2117.56 27620.000 .00 .00 -00 475.50 1 3400 .0 0 499.50 .00 499.75 7.19 5.39 4638.16 4997.35 30130.000 2510.00 -00 .00 983.70 6700.00 500.67 .00 501.40 27.94 8.08 1142.39 1267.43 30130.000 2510.00 .00 .00 483.70 9400.00 502.04 .00 502.98 39.13 9.43 3412.36 1609.00 30130.000 2510 -00 .00 .00 983.70 30500.00 502.18 .00 503.30 40.32 10.30 3448.46 1651.56 • 30130.000 2510.00 .00 -00 483.70 13400.00 501.72 .00 503.83 77.65 14.00 1339.79 1520.67 30189.000 59.00 .00 .00 486.80 6700.00 500.74 .00 501.68 31.92 7.80 858.48 1185.95 30189.000 59.00 .00 .00 486.80 9400.00 502.D2 .00 503.49 42 -72 9.58 981.64 1438.18 30189.000 59.00 .00 .00 486.80 10500 -00 502.14 00 503.88 53.40 10.57 993.81 1464.57 30189.000 59.00 .00 .00 486.80 1340D -00 501.75 . .DO 504.80 93.79 14.02 955.58 3383.64 • 30190.000 1.00 513.30 510.40 486.80 67D0.00 500.65 .00 501.78 120.76 8.51 187.48 609.70 • 30190.000 1.00 513.30 510.40 486.80 9400.00 501.89 .00 503.59 174.89 10.48 896.80 710.80 • 30190.000 1.00 513.30 510.40 986.80 10500.00 501.97 .00 509.07 213.70 15 75 850. 11.61 904.77 738.27 • 30190.000 1.00 513.30 510.40 486.80 13400.00 501.37 .00 505 -22 402.32 .95 668.07 30200.000 10.00 513.30 510.40 486.80 6700.00 500.82 .OD 501.91 115.51 8.35 802.41 623.40 30200.000 10.00 513.30 510.40 486.80 9400.00 502.18 .00 503.79 162.8: 10.17 923.88 736.54 30200.000 10.00 513.30 510.40 486.80 10500.00 502.40 .00 504.32 193.16 11.13 943.59 755.49 3020 0. 000 10.00 513.30 510.40 486.80 13400.00 503.20 .OD 505 -89 262.13 13.16 1018.08 827.65 • 30201.000 1.00 .00 .00 486.80 6700.00 5D1. 10 .00 501.97 28.48 7.50 893.09 1255.49 • 30201.000 1.00 .00 .00 906.80 9400.00 502.64 .00 503.90 35.69 9.01 1043 -43 1573.51 • 30201.000 1.00 .00 .00 486.80 10500.00 502.98 .00 509.46 40.58 9.75 1076.97 1698.38 • 30201.000 1.00 .00 .00 486.80 13400.D0 504.18 .00 506.12 48 -68 11.19 1197.56 1920.58 30250.000 49.00 .00 .00 983.80 6700.00 501.55 .00 502.12 21.29 7.26 1282.36 1452.38 30250.000 49 -00 .00 .00 483.80 9400.00 503.47 .00 504.10 21.22 7.89 1773.45 2040.65 30250.000 49.00 .00 .00 483.80 10500.00 504.02 .00 504.68 21.79 8.19 1952.84 2249.24 • 30250.000 49.00 .00 .00 483.80 13400.00 505.77 .OD 506.40 19.42 8.30 2628.82 3090.77 31310.000 1060.00 .00 .00 987.80 6700.00 503.64 .00 504 -14 22.59 6.84 1281.22 3409.70 31310.000 1060.00 .00 .00 487.80 9400.00 505.56 .00 506.05 22.12 7.23 1899.86 1990.57 31310.000 1060.00 .00 .00 487.80 10500 -00 506.15 .00 506.65 21.97 7.34 2089.18 2240.17 31310.000 1060.00 .00 .00 487.80 13400.00 507.67 .00 508.13 19 83 . 7.30 3836.58 3008.86 33480.000 370.00 509..:8.00 6700.00 503. .00 504.60 2: -46 6.26 1070.01 1256.00 31480.000 170.00 509.10 10 506 506.110 4 99 0 988.00 9400.00 505.78 .00 506.63 36.20 7.44 1263.53 1562.38 • 31480.000 170.00 509 -10 506.10 488.00 30500.00 506.94 .00 507.45 80.85 8.08 1299.99 1167.75 • 31480.000 170.00 509.10 506.10 488.00 13400.00 507.54 .00 509.19 131.68 30.31 1299.99 1167.75 1 18JUL00 15:05:24 PAGE 97 SECNO EI.CH ELTRD ELLC EIMIN Q CWSEL CRIWS EG 10•KS VCH AREA -01K 11500.000 20.00 509.10 506.10 488.00 6700.00 509.06 .00 504.66 28.04 6.23 1076.03 1265.20 31500.000 20.00 509.10 506.10 488.00 9400.00 505.86 -DO 506.71 35.57 7.38 1273.12 1576.11 31500.000 20.00 509.10 5 06 .1 0 48:.00 10500.00 506.60 .00 507.63 80.85 :.OB 1299.99 1167.75 31500.000 20.00 509.10 506 -30 988.00 1 3400 .0 0 507.80 .00 509.45 131.68 10.31 7299.99 1167.75 31550.000 50.00 .00 .00 488.20 6700.00 509.34 .00 504.79 2D.33 6.56 1341.91 1485.80 31550.000 50.00 -00 .00 488.20 9400.00 506.47 .00 506.88 18.19 6.66 2053.74 2203.71 • 31550.000 5000 .00 .00 488.20 10500.00 507.48 .00 507.81 15.34 6.31 2522.55 2680.70 • 31550.000 50..00 .00 .00 488.20 13400.00 509.45 .00 so 9.73 11.79 5.85 3625.89 3902.16 • 31750.000 200.00 .00 .00 488.64 6700.00 504.81 .00 504.97 3.73 2.96 2260.50 3467.48 • 31750.000 200.00 -00 .00 488.64 9400.00 506.86 -00 507.05 4.30 3.45 2727.07 4532.16 • 13750. ODO 200.00 .00 .00 488.64 10500.00 507.79 .00 507.98 9.30 3.56 2948.56 5062.92 • 31750.000 200.00 .00 .00 488.64 13400.00 509.62 .00 509.86 4.65 3.93 3908.35 6213.15 32740.000 990.00 .00 .00 493.07 6700.00 505.26 .00 505.43 5.72 3.36 1996.77 2800.50 32740.000 990.00 .00 .00 493.07 9400.00 507.34 .00 507.56 6.02 3.78 2983.73 3830.77 32740.000 990.00 .00 .00 493.07 10500.00 508.26 .00 508.49 5 -86 7.87 2709.91 4137.23 32740.000 990.00 00 .00 493.07 13400.00 510.12 .00 510.40 6.01 4.20 . 3390.96 5466.94 34045.000 1305.00 .00 .00 493.10 6700.00 506.15 .00 506.36 8.91 3.70 1808.74 2245.19 i 34045.000 1305.00 .00 .00 493.30 9400.00 508.21 .00 50..48 34045.000 1305.00 .00 .00 493.10 30500.00 509.33 .00 509.17 34045.000 1305.00 .00 .00 493.10 13400.00 510.97 .00 511.27 • 34330.000 285.00 .00 .00 498.07 6700.00 506.41 .00 506.83 • 34330.000 285.00 .00 .00 498.07 9400.00 508.44 .00 508.87 • 34330.000 285.00 .00 .00 498.07 10500.00 509.30 .DO 509.73 34330.000 285.00 .00 .00 49 6. 07 13400.00 511.14 .00 511.59 34870.000 540.00 .00 .00 501.26 6700.00 507.91 .00 508.36 39870.000 540.00 .00 .00 501.26 9400.00 509.56 .00 510.07 34870.000 540.00 .00 .00 501.26 10500.00 510.28 .00 510.80 34870.000 540.00 .00 .00 501.26 13400.00 511.95 .00 512.50 35450.000 580.00 520.30 514.10 500.90 6700.00 509.46 .00 509.85 35450.000 580.00 520.30 514.10 500.90 9400.00 510.92 .00 511.41 35450.000 580.00 520.30 514.10 500.90 10500.00 511.53 .00 512.05 3 5 450 .000 S.D. 520.30 514.30 500.90 13400.00 513.12 .00 513.68 35570.000 120.00 520.30 514.10 500.90 6700.00 509.74 .00 510.10 35570.000 120.00 520.30 514.10 500.90 9400.00 511.20 .DO 511.66 35570.000 120.00 520.30 514.30 500.90 1050000 511.81 .00 512.29 3557 0.00 0 12 0. 00 520.30 514.10 500.90 13400..00 513.41 .00 513.94 • 35770.000 200.00 .00 .00 499.81 7300.00 510.09 .00 510.88 • 35770.000 200.00 .00 .00 499.81 10000.00 511.52 .00 512.37 • 3577 0. 000 200.00 .00 .00 499.81 11200.00 512.10 .00 512.98 35770.000 200.00 .00 .00 499.81 14200.00 513.69 .00 514.57 1 18JUL00 15:05:24 SECNO XLCH ELTRD ELLC MAIN Q CNSEL CRINS ED • 35970.000 200.00 .DO .00 501.20 7300.00 511.03 .00 511.39 • 35970.000 200.00 .00 .00 501.20 10000.00 512.42 .00 512.82 • 35970.000 200.00 .00 .00 501.20 11200.00 512.99 .00 513.43 • 35970.000 200.00 .00 .00 501.20 14200.00 514.47 .00 5 1 4. 9 9 • 36070.000 100.00 .00 .DO 501.42 7300.00 511.02 .00 511.65 • 36070.000 100.00 .00 .00 501.42 10000.00 512.37 .00 513.20 • 36070.000 100.00 .00 .00 501.42 11200.00 512.92 .00 513.83 • 36070.000 100.00 .00 .00 501.42 14200.00 514.37 .00 515.42 36360.000 290.00 .00 .00 502.00 7300.00 511.60 .00 512.24 36360.000 290.00 .00 .00 502.00 10000.00 513.01 .00 513.83 36360.000 290.00 .00 -Oct 502.00 31200.00 513.59 .00 514.47 36360.000 290.00 .00 .00 502.00 14200.00 515.03 .00 516.06 38220.000 40.00 .00 .00 504.00 7300.00 511.16 .00 512.77 38220.000 40.00 .00 .00 504.00 10000.00 512.37 .00 514 .5, 38220.000 40.00 .00 .00 504.00 11200.00 512.8/ .00 515.33 38220.000 40.00 .00 .00 504.00 14200.00 514.06 .00 517.15 38232.000 12.00 .00 .00 504.00 7300.00 511.18 .00 512.78 38232.000 12.00 .00 .00 504.00 10000.00 512.39 .00 514.60 38232.000 32.00 .00 .00 50 /. 00 13200.00 512.87 .00 515.35 38232.000 12.00 .00 .00 504.00 14200.00 514.09 .00 517.17 • 38235.000 3.00 .00 .00 510.50 7300.00 515.99 515.99 518.73 • 38235.000 3.00 .00 .00 510.50 10000.00 517.21 517.27 520.62 • 38235.000 3.00 .00 .00 510.50 11200.00 517.79 517.79 521.41 • 38235.000 3.00 .00 .00 510.50 14200.00 519.05 519.05 523.25 • 38255.000 20.00 .00 .DO 510.50 7300.00 518.21 516.04 519.28 • 38255.000 20.00 .00 .00 510.50 10000.00 520.16 517.20 521.33 • 38255. ODD 20.00 .00 -00 510.50 11200.00 52 0. 97 517.65 522.17 38255.000 20.00 .00 .00 510.50 14200.00 522.83 .00 524.35 38315.000 60.00 .00 .00 SID. 50 7300.00 519.03 .00 519.58 38315000 60.00 .00 .00 510.50 10000.00 521.11 .00 521.63 38315..000 6D. 00 .00 .00 510.50 11200.00 521.96 .00 522.48 • 38315.000 60.00 .00 .00 510.50 14200.00 523.95 .00 524.47 • 38. 65.0 .00 .00 511.90 7300.00 518.94 .00 519.94 • 1: D 65.00 0 .00 .00 511.90 10000.00 521.00 .00 521.88 • 38380.000 65.00 .00 .00 511.40 11200.00 521.84 .00 522.73 38380.000 65.00 .00 .00 511.40 14200.00 523.80 .00 524.66 38420.000 40.00 532.80 528.70 511.50 7300.00 519.03 .00 520.03 38420.000 90.00 532.80 528.70 511.50 10000.00 521.05 .00 521.95 38420.000 90.00 532.80 528.70 511.50 11200.00 521.89 .00 522.77 38420.000 40.00 532.80 528.70 511.5D 14200.00 523.84 .00 524.71 I8JUL00 15:05:24 SECNO XLCH ELTRD ELLC ELAIN Q CWSEL CRINS EC; 38500.000 80.00 .00 .00 511.80 7300.00 519.67 .00 520.54 38500.000 80.00 .00 .00 511.80 10000.00 521.33 .00 522.24 38500.000 80.00 .00 .00 511.80 11200.00 522.11 .00 52301 38500.000 80.00 .00 .00 511.80 1 4200.0 0 523.98 .00 524..88 38580.000 B0.00 .00 .00 512.20 7300.00 520.12 .00 520.97 38580.000 80.00 .00 .00 512.20 10000.00 521.61 .00 522.54 38580.000 80.00 .00 .DO 512.20 11200.00 522.32 .00 523.27 38580.000 80.00 .00 .00 512.20 14200.00 524.11 .00 525.07 38620.000 40.00 532.80 52:.70 512.30 7300.00 520.18 .00 521.05 38620.000 90.00 532.80 528.70 512.30 10000.00 521.67 .00 522.62 38620.000 40.00 532.80 528.70 512.30 11200.00 522.39 .00 523.35 38620.000 40.00 532.80 528.70 512.30 14200.00 524.16 .00 525.13 38670.000 50.00 .00 .00 505.09 7300.00 520.53 .00 521.28 38670.000 50.00 .00 .00 505.09 30000.00 521.97 .00 522.82 38670.000 50.00 .00 .00 505.09 11200.00 522.69 .00 523.53 38670.000 50.00 .00 .00 505.09 14200.00 524.55 .00 525.28 38889.000 219.00 .00 .DO 505.86 7300.00 521.64 .00 522.18 38889.000 219.00 .00 .00 505.86 10000.00 523.17 .00 523.60 38889.000 219.00 .00 .00 505.86 11200.00 523.84 .00 524.23 38089.000 219.00 .00 .00 505.86 14200.00 525.98 .00 525.81 39016.000 127.00 .00 .00 506.34 7300.00 522. . 32 00 52261 39016.000 127.00 .00 .00 506.34 10000.00 523.62 .00 523..99 8.13 4.04 2329.61 3295.80 7.65 410 3559.48 3796.26 7.30 9..38 3061.97 4959.19 26.50 5.23 1280.78 1301.56 19.23 5.30 1773.35 2343.85 16.81 5.27 1993.90 2560.62 14.16 5.40 2483.66 3560.84 30.02 5.41 1237.86 1222.76 24.71 5.73 1639.95 1890.95 22.32 5.76 1821.91 2222.36 18.94 5.94 2257.40 3079.33 22.06 5.03 1330.70 142635 . 21.66 5.64 1666.17 2019.86 20.91 5.80 1811.33 2296.25 21.81 6.03 2221.49 2869.08 19.04 4.80 1395.30 2535 41 19.23 5.43 1731.73 2143.31 18.80 5.60 1875.35 242162 19.66 5.81 2305.40 3023..80 61.72 7.11 1027.03 929.19 49.19 7.38 1354.61 1425.79 45.85 7.50 1492.53 1654.11 36.41 7.54 1882.65 2353.39 PAGE 98 30'KS VCE AREA .OlK 10.25 4.42 1650.13 2280.28 11.18 5.07 1970.85 2990.26 11.49 5.32 2105.16 3304.58 11.97 5.76 2465.75 4193.11 23.38 6.40 1140.69 151637 25.22 7.30 137021 1991..43 25.86 7.63 1466..94 2202.38 25.64 8.21 1729.70 2804.33 17.71 6.90 1141.40 1731.60 18.91 7.25 1379.85 2299.63 19.26 7.56 1480.65 2551.73 19.20 8.15 1 743. 04 3241.08 9.11 10.17 717.60 2418.92 10.49 11.94 837.73 3087.78 11.06 12.65 885.27 3367.0. 11.89 14.10 1007.28 4118.93 9.07 10.16 718.61 2424.32 10.42 11.91 839.47 3097.88 11.00 12.63 887.05 3377.68 11.82 14.07 1009.07 4130.29 21.16 13.28 553.57 1586.86 19.97 14.72 694.29 2237.99 19.63 15.29 751.78 2527.95 18.52 16.49 893.74 3299 .9 1 31.23 8.35 897.50 1306.27 25.74 8.74 1182.01 1970.99 23.91 8.90 1302.93 2290.40 20.82 9.32 1582.49 3112.10 19.80 5.95 1226.50 1640.44 14.8. 5.87 7716.13 2592.36 12.95 5.76 1937.31 3111.87 9.65 5.78 2454.76 4573.18 69.72 7.67 928.40 874.29 34.57 6.90 1382.99 1700.77 27.94 6.71 1577.54 2118.94 18.73 6.41 2049.88 3280.99 70.58 7.70 924.99 868.94 35.46 6.95 1372.50 1679.28 28.67 6.76 1565.39 2091.76 19.20 6.46 2034.90 3241 -09 PAGE 99 10•KS VCH AREA .O1K 54.52 1.10 999.40 988.70 35.86 6.98 1367.97 1670.03 29.74 6.84 1548.23 2053.60 20.45 6.59 1996.62 1190.00 52.72 7.03 1009.47 1005.37 38.34 7.13 1340.80 1614.98 32.60 7.05 1506.34 1961.65 22.95 6.84 1928.90 2964.31 54.01 7.08 1002.22 993.34 39.26 7.18 1331.32 1595.96 33.42 710 149511 1937.27 23.42 6..89 1917..23 2934.44 37.48 7.31 1135.10 1192.48 36.56 7.96 1488.81 1653.89 33.79 1.00 1689.39 1926.81 25.94 7.75 22.8.53 2788.]4 40.89 714 139659 1141.54 29.01 6..57 2073..28 1856.79 24.75 6.29 2390.55 2251.06 17.32 5.70 3210.14 3412.16 27.76 9.35 1715.93 1185.41 25.68 4.64 2229.82 1973.48 39016.000 127.00 .00 .00 506.34 11200.00 524.20 .00 524.53 23.52 4.70 2978.68 2309.42 39016.000 127.00 .00 .00 506.34 14200.00 525.69 .00 526.03 18.83 4.77 3106.43 3272.15 39403.000 387.00 .00 .00 507.50 7300.00 523.28 .00 523.49 21.93 2.71 2143.23 1558.67 39403.000 387.00 .00 .DO 507.50 10000.00 524.53 .DO 524.73 19.24 2.82 2950.39 2279.59 39403.000 787.00 .00 .00 507.50 11200.00 525.06 .00 525.25 17.27 2.82 3428.03 2695.07 39403.000 387.00 .00 .00 507.50 14200.00 526.42 .00 526.56 12.03 2.64 4842.99 4098.28 • 39768.000 365.00 .00 .00 511.90 7300.00 523.60 .00 523.98 11.17 4.92 1483.55 2184.68 y 39768.000 365.00 .DO .00 511.90 10000.00 524.76 .00 525.30 13.96 5.88 1701.54 2676.23 39768.000 365.00 .00 .00 511.90 11200.00 525.22 .DO 525.83 15.07 6.26 1790.44 2884.63 39768.000 365.00 .00 .00 511.90 14200.00 526.38 .00 527.15 17.03 7.03 2019.42 3441.00 39800.000 32.00 .00 .00 512.00 7300.00 523.56 .00 524.05 14.17 5.62 1298.92 1939.17 39800.000 32.00 .00 .00 512.00 10000.00 524.69 .00 525.40 18.02 6.77 1478.00 2355.98 79800.000 32.00 .DO .DO 512.00 11200.00 525.14 .00 525.95 19.59 7.23 1550.01 2530.20 39800.000 32.00 .00 .00 512.00 14200.00 526.25 .00 527 .2 9 22.52 8.19 1734.26 2992.12 39865.000 65.00 534.20 528.20 532.00 7300.00 523.59 .00 524.09 14.65 68 5.8..92 10 12 67 6 1906 39865.000 65.00 534.20 528.20 512.00 10000.00 524.74 .00 525.46 18.47 6.87 14 . 44 2326.73 39865.000 65.00 534.20 528.20 512.00 11200.00 525.19 .00 526.01 20.02 7.27 1540.74 2503.31 39865.000 65.00 534.20 528.20 512.00 14200.00 526.33 .00 527.38 22.84 8.22 1728.10 2971.33 1 ` 18JUL00 15:05:24 PAGE 100 SECNO XLCH ELTRD LILLC EIMIN Q CWSEL CRIWS EG 10•KS VCH AREA -01K 39900.000 35.00 .00 .00 512.20 7300.00 523.65 .00 529.14 15.40 5.65 1292.04 1860.38 39900000 35.00 .00 .00 512.20 10000.00 524.83 .00 525.52 18.90 6.70 1493.11 2300.44 39900..000 35.00 .00 .00 512.20 11200.00 525.30 .00 526.08 20.27 7.11 1575.49 2487.39 39900 .0 00 35.00 .00 .00 512.20 14200.00 526.48 .00 527.46 22.58 7.94 1787.74 2988.17 40208.000 308.00 .00 .00 512.90 7300.00 524.16 .00 524.59 13.51 5.26 1386.73 1986.03 40208.000 308.00 .00 .00 512.90 10000.00 525.48 .00 526.07 15.74 6.14 1628.76 2520.81 40208.000 308.00 .00 .00 532.90 11200.00 526.01 .00 526.66 16.56 6.48 1728.78 2752.17 40208.000 308.00 .00 .00 512.90 14200.00 527.30 .OD 528.10 17.89 7.17 1980.04 3357.42 40408.000 200.00 .00 .00 513.40 7300.00 524.42 .00 524.88 14.85 5.44 3342.07 1894.58 40408.000 200.00 .00 .00 513.40 10000.00 525.79 .00 526.90 16.86 6.29 1589.30 2435.52 40408.000 200.00 .00 .00 513.40 11200.00 526.33 .00 527.01 17.60 6.62 1691.31 2669.73 40408.000 200.00 .00 .00 513.40 14200 -00 527.65 .00 528.47 18.77 7.30 1945.19 3277.92 • 40635.000 220.00 .00 .00 512.50 7300.00 524.98 .00 525.10 5.12 2.75 2620.52 3225.50 • 40635.000 220.00 .00 .00 512.50 10000.00 526.99 .00 526.64 5.40 3.13 3172.94 4304.23 • 40635.000 220.00 .00 .00 512.50 11200.00 527.09 .00 527.26 5.50 3.27 3399.62 4777.73 _ - -� • 40635.000 220.00 .00 .00 512.50 14200.00 528 .5 4 .00 528.74 5.57 3.58 3963.86 6015.38 • 40698.000 155.00 .00 .00 515.10 7300.00 525.02 .00 525.19 13.48 3.49 2217.23 1988.24 40698.000 155.00 .00 .00 515.10 10000.00 526.55 .00 526.71 10.49 3.53 3097.21 3087.74 ' 90698.000 355.00 .00 .00 515.10 11200.00 527.17 .00 527.33 9.66 3.54 3455.77 3603.69 90698.000 155.00 .00 .00 515.10 14200.00 528.64 .00 528.81 7.98 3.59 4345.84 5027.88 • 41130.000 100.00 .00 .00 518.20 5100.00 525.54 .00 525.67 17.32 3.66 1835.09 1225.59 • 41138.000 100.00 .00 .00 518.20 7000.00 526.96 .00 527. OB 11.66 3.43 2655.92 2050.07 • 41138.000 100.00 .00 .00 518.20 7900.00 527.55 .00 527.67 10.33 3.38 3000.21 2957.98 41138.000 100.00 .00 .00 518.20 9900.00 528.97 .00 529 .Oa 7.49 3.26 3868.72 3616.71 41340.000 215.00 .00 .00 S18.BO 5100.00 525.78 .00 526.26 21.13 5.60 910.79 1109.44 41340.000 215.00 .00 .00 518.80 7000.00 527.01 .00 527.64 22.49 6.35 1102.34 1476. 01 • 91340.000 215.00 .00 .00 518.80 7900.00 527.53 .00 528.22 23.08 6.66 1185.64 1649.56 • 91340.000 215.00 .00 .00 5 18.8 0 9900.00 528.81 .00 529.59 22.74 7.09 1396.94 2099.46 41471. OD0 131.00 .00 .00 519.33 5100.00 525.96 .00 526.67 32.62 6.74 756.73 892.97 41471.000 131.00 .00 .00 519.13 7000.00 527.19 .00 528.08 34.31 7.59 921.99 1194.99 41471.000 131.00 .00 .00 519.13 7900.00 527.70 .00 528.68 35.06 7.95 994.09 1334.22 41471.000 131.00 .00 .00 519.13 9900.00 528.94 .00 530.04 33.81 8.42 1175.61 1702.68 41703.000 232.00 .00 .00 519.70 5100.00 526.74 .00 527.39 28.91 6.43 793.04 948.57 91703.000 232.00 .00 .00 519.70 7000.00 528.03 .DO 528.83 30.01 7.20 971.68 127 91703.000 231.00 .00 .00 519.70 7900.00 528.57 .00 529.45 30.46 7.52 1050.25 1931.03 41703.000 232.00 .00 .00 519.70 9900.00 529.79 .00 530.79 29.94 8.02 1235.16 1 80 9 .32 • 42040.000 337.00 .00 .00 520. 50 5100.00 527.72 .00 528.01 11.82 4.34 1175.82 1483.72 • 42040.000 337.00 .00 .00 520.50 7000.00 529.12 .00 529.49 12.08 4.86 1939.65 2013.91 • 42040.000 337.00 .00 .00 520.50 7900.00 529.71 .00 530.11 12.16 5.07 1557.46 2265.63 • 42040 .0 00 337.00 .00 .DO 520.50 9900.00 53 0. 98 .00 531.44 11.65 5.46 1 835 .1 1 2900.54 I 18JULO0 15:05:24 PAGE 101 SECHO XLCH ELTRD ELLC MAIN Q CWSEL CRIWS EG 10•KS VCH AREA .OIK • 42138.000 98.00 .00 .00 521.00 5100.00 530.40 530.40 53 D. 96 51.60 7.31 1299.23 709.96 • 42138.000 98.00 .DO .00 521.00 7000.00 530.63 530.63 531.29 69.57 8.41 1621.22 871.14 • 42138.000 98.00 .00 .00 521.00 7900.00 530.79 530.79 531.11 61.83 8.78 1863.00 1004.71 • 42138.000 9 8. 00 .00 .00 521.00 9900.00 531.15 .00 531.67 54.38 8.17 2420.20 1342.49 • 42200.000 62.00 530.86 528.71 521.10 5100.00 530.96 .00 531.31 32.15 6.09 1962.00 899.46 • 42200.000 62.00 530.86 528.71 521.10 7000.00 531.03 .00 531.61 55.05 8.02 2060.29 943.43 ' • 42200.000 62.00 530.86 528.71 521.10 7900.00 531.17 .00 531.76 56.90 829 2287.36 1047.29 • 42200.000 62.00 530 .8 6 528.71 521.10 9900.00 531.36 .00 532.05 68.26 9..26 2601.65 1198.28 • 42280.000 80.00 .00 .00 520.70 5100.00 531.38 .OD 531.41 4.06 3.02 4496.51 2530.98 • 42280.000 80.00 .00 .00 520.70 7000.00 531.73 .00 531.77 5.60 3.63 5155.19 2958.24 • 42280.000 80.00 .00 .00 520.70 7900.00 531.88 .00 53 1. 93 6.24 3.87 5455.87 3162.42 • 42280.000 80.00 .00 .00 520.70 9900.00 532.19 .00 533.25 7.56 4.35 6076.30 3600.16- • 44200.000 2030.00 .00 .00 524.90 5100.00 532.76 .00 533.19 44.38 7.13 1464.09 765.52 • 44200.000 2030.00 .00 .00 524.90 7000.00 533.46 .00 533.78 35.42 6.85 2412.19 1176.13 • 44200.000 2030.00 .00 .00 524.90 7900.00 533.73 .00 534.02 32.94 6.78 2819.99 1376.55 • 44200.000 2030.00 .DO .00 524.90 9900 .0 0 534.23 .00 534.48 28.84 6.65 3675.18 1843.49 45820.000 1620.00 .00 .00 531.80 5100.00 538.56 .00 538.80 36.71 6.70 1738.49 841.69 45820.000 1620.00 .00 .00 531.80 7000.00 538.89 .00 539.18 45.95 7.76 2157.08 1032.67 45820.000 1620.00 .DO .00 531.80 7900.00 539.03 .00 539.34 49.58 8.17 2742.66 1123.93 45820.000 1620.00 .00 .00 531.80 9900.00 539.29 .00 539.63 56.71 8.97 2719.38 1314.36 47450.000 1630.00 .00 .00 532.10 5100.00 542.55 .00 542.75 23.54 6.47 2005.52 1051.23 • 47950.000 1630.00 .00 .00 532.10 7000.00 543.19 AD 543.37 22.32 6.61 2792.72 1481.66 • 47450.000 1630.00 .00 .00 532.10 7900.00 547.44 .00 543.61 22.05 6.68 3126.61 1682.32 • 47450.000 1630.00 .00 .00 532.10 9900.00 543.91 .00 544.09 21.77 6.86 3805.90 2121.96 47540.000 90.00 .00 .00 531.20 5100.00 592.95 542.42 543.19 42.79 7.35 1393.58 780.06 47540.000 90.00 .00 .00 531.20 7000.00 543.21 .00 543.61 29.50 6.53 2595.17 1288.83 47540.000 90.00 .00 .00 53 1. 20 7900.00 543.49 .00 5 43.83 26. 08 6.29 3125.32 1546.87 47540.000 90.00 .00 .00 531.20 9900.00 544.00 .00 544.26 22.35 6.06 4108.06 2094.25 • 47640.000 100.00 .00 .00 530.70 5100.00 543.25 .00 543.35 7.94 3.55 3612.45 1810.06 • 97640.000 100.00 .00 .00 530.70 7000.00 543.69 .00 543.79 9.00 3.91 4492.61 2332.78 • 47640.000 100.00 .00 .00 530.70 7900.00 543.89 .00 543.99 9.27 4.03 4900.25 2595.08 ' 47640.000 100.00 .00 .00 530.70 9900.00 544.31 .00 544.92 9.50 1.20 5797.96 3212.71 • 47670.000 30.00 541.70 540.40 530.70 5100.00 545.99 .00 546.00 .63 1.23 9541.76 6413.87 • 47670.000 30.00 591.70 540.40 530.70 7000.00 547.78 .00 547.78 .41 1.08 13556.30 10912.38 • 47670.000 30.00 541.70 540.40 530.70 7900.00 598.55 .00 548.56 .36 1.05 15299.88 13175.94 • 47670.000 10.00 541.70 590.90 530.70 9900.00 550.30 .00 SSO.JO .27 .99 19224.97 18938.01 47720.000 SD. 00 .00 .00 531.00 5100.00 545.99 .00 546.00 .78 1.32 8875.21 5770.26 47720.000 50.00 .00 .00 531.00 7000.00 547.7' .00 547.79 .48 1.15 12870.52 10067.87 47720.000 50.00 .00 .00 511.00 790 0. 00 548.55 .00 598.56 .42 1.11 14609.52 12259.62 47720.000 50.00 .00 .00 531.00 9900.00 550.30 .00 550.30 .31 1.03 18539.61 17868.74 1 18JUL00 15:05:24 PAGE 102 SECNO XLCW ELTRD ELLC EIMIN Q CWSEL CRIWS EG 30-KS VCR AREA .01K • 48350.000 630.00 .00 .00 535.40 5100.00 546.04 .00 546.08 2.49 2.15 4179.56 3228.97 • 48350.000 630.00 .00 .00 535.40 7000.00 597.81 .00 547.83 I.98 1.88 7140.68 5762.12 • 48350.000 630.00 .00 .00 535.40 7900.00 548.57 .00 548.60 1.20 1.78 8564.38 7197.25 • 98350.000 630.00 .00 .DO 535.40 9900.00 550.31 .00 550.33 .79 1.60 11857.28 11113.84 1 18JULOO 15:05:24 PAGE 103 GRAPEVINE CREEL( PROPOSED SUW4ARY PRI NTDUT TABLE 150 SECNO Q CWSEL DIFWSP DI FWSX DIPKWS TOPWID XLCH 27620.000 6700.00 492.50 .00 . 00 . 00 23251 . 00 27620.DOO 9400.00 494.68 2.18 .00 .00 481.. 38 .00 27620.000 30500.00 495.60 .92 .00 .00 590.55 .00 27620.000 13400.00 499.50 3.90 .00 .00 727.23 .00 30130.000 6700.00 500.67 .00 8.17 .00 155.08 2510.00 30130.000 9400.00 502.04 1.37 7.36 .00 233.99 2510.00 30130.000 10500.00 502.18 .15 6.58 _00 242.29 2510.00 • 30130.000 13400.00 501.72 -.46 2.22 .00 222.30 2510.00 30189.000 6700.00 S00. 74 .DO .07 .00 93.92 59.00 30189.000 9400.00 502.02 1.28 -.02 .00 97.87 59.00 30189.000 10500.00 502.14 .12 -.04 .00 98.13 59.00 30189.000 13400.00 501.75 -.39 .03 .00 97.06 59.00 ' 30190.000 6700.00 500.65 .00 -.08 .00 86.66 1.00 • 30190.000 9400.00 501.89 1.23 -.13 .00 90.98 1.00 ' 30190.000 10500.00 501.97 .09 -.17 .DO 9D. 75 1.00 • 30190.000 13400.00 501.37 -.60 -.38 .00 88.90 1.00 30200.000 6700.00 500.82 .00 .17 .00 87.20 10.00 30200.000 9400.00 502.18 1.36 .30 .00 91.12 10.00 30200.000 30500.00 502.40 .21 .92 .00 91.46 10.00 3D200. 000 13400.00 503.20 .80 1.. 3 .OD 92.73 10.00 • 30201.000 6700.00 501.10 .00 .28 .00 95.05 1.00 • 30201.000 9400.00 502.64 1.54 .46 .00 99.19 1.00 • 30201.000 10500.00 502.98 .39 .59 .00 99.89 3.00 • 30201.000 13400.00 504.38 1.19 .98 .00 102.90 1.00 30250.000 6700.00 501.55 .00 .45 .OD 205.24 49.00 30250.000 9400.00 503.47 1.92 .B3 .00 307.04 49.00 30250.000 10500.00 504.02 .55 1.04 .00 337.50 49.00 • 30250.000 13400.00 505.77 1.75 1.59 .00 439.15 49.00 31310.000 6700.00 503.64 .00 2.09 .00 193.59 1060.00 31310.000 9400.00 505.56 1.91 2.08 .00 382.20 1060.00 31310.000 10500.00 506.15 .60 2.13 .00 419.11 1060.00 31310.000 13900.00 507.67 1.52 1.90 .00 542.50 1060.00 31480.000 6700.00 503.99 .00 . 35 . 00 10544 17000 31480.000 9400.00 505.78 1.78 .22 .00 111..72 170..00 • 31480.000 10500.00 506.44 .66 .28 .00 118.84 170.00 • 31480.000 13400.00 507.54 1.10 -.19 .00 119.32 170.00 1 181TUL00 15:05:24 PAGE 104 SECNO 0 CWSEL DIFWSP DIFWSX DIFWSS TDPWID XLCN 31500.000 6700.00 504.06 .00 .06 .00 105.68 20.00 31500.000 9400.00 505.86 1.80 .09 .00 112.33 20.00 31500.000 10500.00 506.60 .74 .16 .00 118.91 20.00 31500.000 13400.00 507.80 1.20 .26 .00 119.43 20.00 31550.000 6700.00 504.34 .00 .28 .00 200.98 50.00 31550.000 9400.00 506.47 2.12 .60 .00 411.79 50.00 • 31550.000 10500.00 507.48 1.01 .88 .00 513.93 50.00 • 31550.000 13400.00 509.45 1.97 1.65 .00 606.40 50.00 • 31750.000 6700.00 504.83 .00 .49 .00 221.15 200.00 • 31750.000 9400.00 506.86 2.03" .40 .00 236.37 200.00 • 31750.000 10500.00 507.79 .92 .31 .00 243.25 200.00 • 31750.000 13400.00 509.62 1.84 .17 .00 256.85 200.00 32740.000 6700.00 505.26 .00 . 43 . OD 225.02 99000 32740.000 9400.00 507.34 2.08 . 47 .00 242.47 990..00 32740.000 10500.00 508.26 .92 .47 .00 250.16 990.00 32740.000 13400.00 510.12 1.87 .50 .00 265.78 990.00 34045.000 6700.00 506.15 .OD .89 .00 243.88 1305.00 34045.000 9400.00 508.23 2.08 .89 .00 257.80 1305.00 34045.000 30500.00 509.11 .88 .85 .00 263.71 1305.00 34045.000 13400.00 510.97 1.86 .85 .00 276.19 1305.00 • 34330.000 6700.00 506.41 .00 .26 .00 235.60 285.00 • 34330.000 9400.00 508.44 2.03 .21 .00 251.00 285.00 • 34330.000 10500.00 509.30 .86 .19 .DO 257.60 285.00 34330.000 134D0. 00 511.14 1.84 .17 .00 271.68 285.00 34870.000 6700.00 507.91 .00 150 .00 23749 540 OD 34870.000 9400.00 509.56 1.65 1..12 .00 249..12 540.. 00 34870.000 10500.00 510 .28 .72 .98 .00 254 .20 540 .00 I 34870.000 13400.00 511.95 1.67 .81 .00 265.98 540.00 35450000 6700.00 509.92 .00 155 .00 225.92 580.00 35950.000 9400.00 510.6 1.446 1.36 .00 234.79 580.00 35450..000 10500.00 511.53 .61 1..25 .00 238.52 580.00 35450.000 13400.00 513.12 1.59 1.16 .00 284.60 580.00 35570.000 6700.00 509.74 .00 .28 .00 227.65 120.00 35570.000 9400.00 511.20 1.46 .29 .00 236.98 120.00 35570.000 10500.00 511.81 .60 .28 .00 240.15 120.00 35570.000 13400.00 513.41 1.61 .29 .00 288.82 120.00 • 35770.000 7300.00 510.09 .00 .35 .00 223.70 200.00 • 35770.000 30000.00 511.52 1.43 .32 .00 234.91 200.00 • 35770.000 11200.00 512.10 .58 .30 .00 239.48 200.00 35770.000 14200.00 513.69 1.59 .28 .00 251.95 200.00 1 18JULOO 15:05:24 SECW0 Q CWSEL DIPWSP DIPWSX DIFKRS TOPWID XLCH • 35970.000 7300.00 511.03 00 . 94 .00 22700 20000 • 35970.000 10000.00 512.42 1.. 39 .90 .00 235..33 200..00 • 35970.000 11200.D0 512.99 .57 .89 .00 238.73 200.00 • 35970.000 14200.00 514.47 1.48 .78 .00 247.62 200.00 • 36070.000 7300.00 511.02 .00 -.02 .00 165.58 100.00 • 36070.000 10000.00 512.37 1.35 -.05 .00 173.70 100.00 • 36070000 1120000 512.92 55 - .07 . 00 177.01 100.00 • 36070..000 14200..00 514.37 1.. 45 -.30 .00 185.70 100.00 36360.000 7300.00 511.60 .00 .59 .00 165.60 290.00 36360.000 10000.00 513.01 1.41 .64 .00 174.03 290.00 36360.000 11200.00 513.59 .57 .67 .00 177.47 290.00 36360.000 14 200 .0 0 515.03 1.44 .66 .00 1 86 .1 3 290.00 38220.000 7300.00 511.16 .00 -.44 .00 100.14 40.00 38220.000 10000.00 512.37 1.21 -.64 .00 100.17 40.00 38220.000 11200.00 512.84 .47 -.74 .00 100.18 40.00 38220.000 14200.00 514.06 1.22 -.97 .00 100.20 40.00 38232.000 7300.00 511.18 .00 .02 .00 100.14 12.00 38232.000 10000.00 512.39 1.21 .02 .00 100.17 12.00 38232.000 11200.00 512.87 .48 .03 .00 100.18 12.00 38232.000 14200.00 514.09 1.22 .03 .00 100.20 12.00 • 38235.000 7300.00 515.99 .00 4.81 .00 110.05 3.00 • 38235.000 10000.00 517.27 1.28 4.88 .00 110.07 3.00 • 38235.000 11200.00 517.79 .52 4.92 .00 110.07 3.00 • 38235.000 14200.00 519.05 1.26 4.96 .00 116.52 3.00 • 38255.000 7300.00 518.21 .00 2.22 .00 143.15 20.00 • 38255.000 10000.00 520.16 1.95 2.89 .00 148.99 20.00 • 38255.000 11200.00 52 0. 97 .B1 ].18 .00 150.00 2000 . 38255.000 14200.00 522.83 1.86 3.78 .00 150.00 20.00 38315.000 7300.00 519.03 .00 .82 .00 217.76 60.00 38315.000 10000.00 521.11 2.07 .95 .00 253.55 60.00 38315.000 11200.00 521.96 .86 1.00 .00 260.00 60.00 • 38315.000 14200.00 523.95 1.99 1.12 .00 260.00 60.00 ' 38380.000 7300.00 518.94 .00 -.30 .00 219.07 65.00 • 18380.000 10000.00 521.00 2.06 -.11 .00 228.09 65.00 • 38380.000 11200.00 521.84 .84 -.13 .00 233.77 65.00 38380.000 14200.00 523.80 1.96 -.15 .00 247.12 65.00 38420.000 7300.00 519.03 .00 .09 .00 213.96 40.00 38920.000 10000.00 521.05 2.03 .06 .00 227.73 40.00 38420.000 11200.00 521.89 .84 .05 .00 2]3.42 40.00 38420.000 14200.00 523.84 1.96 .04 .00 246.71 40.00 I 18JUL00 15:05:24 SECNO Q CWSEL DIFWSP DIPWSX DIFKWS TOPWID XLCH 38500.000 7300.00 519.67 .00 .65 .00 216.31 80.00 38500.000 10000.D0 521.33 1.66 .28 .00 227.59 80.00 38500.000 11200.00 522.11 .78 .22 .00 232.92 80.00 38500.000 14200.00 523.98 1.87 .14 .00 245.65 80.00 38580.000 7300.00 520.12 .00 .45 .00 216.62 80.00 38580.000 10000.00 521.61 1.49 .27 .00 226.78 80.00 385e 0.O00 11200.00 522.32 .72 .22 .00 231.69 80.00 38580.000 14200.00 524.11 1.79 .13 .00 243.77 80.00 38620.000 7300.00 520.18 .00 .07 .00 216.40 40.00 38620.000 10000.00 521.67 3.49 .07 .00 226.50 40.00 38620.000 11200.00 522.39 .72 .06 .00 231.36 40.00 38620.000 14200.00 524.16 3.78 .05 .00 243.44 40.00 38670.000 7300.00 520.53 .00 .34 .00 222.37 50.00 38670.000 10000.00 521.97 1.45 .30 .00 267.09 50.00 38670.000 11200.00 522.69 .72 .31 .00 289.39 50.00 38670.000 14200.00 524.55 1.85 .38 .00 381.11 50.00 38889.000 7300.00 521.64 .00 1.12 .00 393.73 219.00 38889.000 10000.00 523.17 1.53 1.20 .00 476.70 219.00 38889.000 11200.00 523.89 .66 3.14 .00 479.36 219.00 38889.000 14200.00 525.48 3.64 .93 .00 539.88 2 1 9 . 00 39016.000 7300.00 522.32 .00 .67 .00 357.28 127.00 39016.000 30000.00 523.62 1.30 .45 .00 422.00 327.00 39016.000 11200.00 524.20 .58 .36 .00 422.00 127.00 39016.000 34200.00 525.69 1.50 .22 .00 422.00 127.00 39403.000 7300.00 523.28 .00 .96 .00 518.55 387.00 39403.000 10000.00 524.53 1.25 .92 .00 835.45 387.00 39403.000 11200.00 525.06 .53 .87 .00 958.76 387.00 39403.000 14200.00 526.42 1.36 .73 .00 1089.38 387.00 • 39768.000 7300.00 523.60 .00 .32 .00 184.20 365.00 39768.000 10000.00 524.76 1.16 .23 .00 191.17 365.00 39768.000 11200.00 525.22 .46 .16 .00 19 3 . 94 365.00 39768.000 14200.00 526.38 1.16 -.04 .00 2 00.90 365.00 PAGE 105 PAGE 106 T 39800.000 7300 Go 523.56 .00 -.04 .00 156.24 32.00 39800.000 10000.00 524.69 1.13 -.07 .00 160.76 32.00 39800.000 11200.00 525.14 .45 -09 .00 162.54 32.00 39800.000 14200.00 526.25 1.12 -.. . 13 00 167.02 32.00 39865.000 7300.00 523.59 .00 .03 .00 155.75 65.00 39865.000 10000.00 524.74 1.15 .05 .00 160.34 65.00 39865.000 11200.00 525.19 .45 . . 05 00 162.16 6500 39865.000 14200.00 526.33 1.14 .O8 .00 166.72 65..00 1 18JUL00 15:05:24 SECNO 0 CWSEL DIFWSP DIFWSX DIFGIS 10PWID XLCH 39900.000 7300.00 523.65 .00 .06 .00 165.63 35.00 39900.000 10000.00 524.83 1.18 .09 .00 172.77 35.00 39900.000 11200.00 525.30 .47 .11 .00 175.60 35.00 39900.000 14200.00 526.48 1.18 .16 .00 182.71 35.00 40208.000 7300.00 524.16 .00 .52 .00 179.57 308.00 40208.000 10000.00 525.48 1.32 .65 .00 187.48 308.00 40208.000 11200.00 526.01 .53 .71 .00 190.66 308.00 40208.000 14200.00 527.30 1.29 .82 .00 198.40 308.00 40408.000 7300.00 524.42 .00 .26 .00 177.59 200.00 40908.000 10000.00 525.79 1.36 .31 .00 185.66 200.00 40408.000 11200.00 526.33 .54 .32 .00 188.90 200.00 40408.000 14200.00 527.65 1.32 .35 .00 196.71 200.00 ` 40635.000 7300.00 524.98 .00 .55 .00 360.46 220.00 • 40635.000 10000.00 526.49 1.51 .70 .00 371.22 220.00 • 40635.000 11200.00 527.09 .61 .76 .00 375.54 220.00 • 40635.000 14200.00 528.54 3.45 .90 .00 431.62 220.00 ` 40698.000 7300.00 525.02 .00 .04 .00 568.95 155.00 40698.000 10000.00 526.55 1.53 .07 .00 579.77 155.00 40698.000 11200.00 527.17 .62 .07 .00 SB4.12 155.00 40698.000 14200.00 528.64 1.48 .10 .00 658.99 155.00 • 41138.000 5100.00 525.54 .00 .52 .00 570.19 100.00 • 41138.000 7000.00 526.96 1.43 .41 .00 581.67 100.00 • 41138.000 7900.00 527.55 .59 .39 .00 588.90 100.00 41138.000 9900.00 528.97 1.42 .33 .00 650.33 100.00 41340.000 5100.00 525.78 .00 .24 .00 151.11 215.00 41340.000 7000.00 527.01 1.24 .05 .00 158.90 215.00 • 41340.000 7900.00 527.53 .52 -.02 .00 161.47 215.00 • 41340.000 9900.00 528.81 1.28 -.16 .00 169.01 215.00 41471.000 5100.00 525.96 .00 .19 .00 131.49 131.00 41471.000 7000.00 527.19 1.22 .17 .00 138.91 131.00 41471.000 7900.00 527.70 .53 .16 .00 192.03 333.00 41471.000 9900.00 528.94 1.24 .13 .00 149.59 131.00 41703.000 5100.00 526.74 .00 .78 .00 135.14 232.00 41703.000 7000.00 528.03 1.28 .84 .00 143.36 232.00 41703.000 7900.00 528.57 .54 .87 .00 146.83 232.00 41703.000 9900.00 529.79 1.23 .85 .00 154.69 232.00 • 42040.000 5100.00 527.72 .00 .98 .00 185.61 337.00 • 42040.000 7000.00 529.12 1.40 1.09 .00 194.38 337.00 • 42040.000 7900.00 529.11 .59 1.14 .00 198.17 337.00 • 92040.000 9900.00 530.98 1.27 1.19 .00 249.02 337.00 1 18JUL00 15:05:24 SECNO Q CWSEL DIFWSP DIFWSX DIFXWS TOPWID XLCH • 42138.000 5100.00 530.40 .00 2.67 .00 1353.14 98.00 • 42138.000 7000.00 530.63 .23 1.51 .00 1427.89 98.00 ' 42138.000 7900.00 530.19 .17 1.08 .00 1481.54 98.00 • 92138.000 9900.00 531.15 .36 .17 .00 1697.51 98.00 ' 42200.000 5100.00 530.96 .00 .56 .00 1502.96 62.00 • 42200.000 7000.00 531.07 .06 .40 .00 1523.92 62.00 • 42200.000 7900.00 531.17 .14 .38 .00 1627.81 62.00 • 42200.000 9900.00 531.36 .19 .21 .00 1 674. 03 62.00 • 42280.000 5100.00 531.38 .00 .42 .00 1849.14 80.00 • 92280.000 7000.00 531.73 .35 .70 .00 1926.85 80.00 ` 92280.000 7900.00 531.88 .15 .71 .00 1961.30 80.00 • 92280.000 9900.00 532.19 .31 .83 .00 2030.54 80.00 • 44200.000 5100.00 532.76 .00 1.38 .00 1249.28 2030.00 • 44200.000 7000.00 533.46 .70 1.74 .00 1526.73 2030.00 • 44200.000 7900.00 533.73 27 1.85 .00 159436 203000 ' 44200.000 9900.00 534.23 . .50 2.04 .00 1789. .64 2030..00 45820.000 5100.00 538.56 .00 5.80 .00 1148.45 1620.00 45820.000 7000.00 538.89 .33 5.93 .00 1360.59 1620.00 95820.000 790 0. 00 539.03 .14 5.30 .00 1399.80 1620.00 45820.000 9900.00 539.29 .26 5.05 .00 1472.50 1620.00 47450.000 5100.00 542.55 .00 3.99 .00 1121.00 1630.00 • 47450.000 7000.00 543.19 .64 4.29 .00 1316.85 1630.00 ' 47450.000 7900.00 543.44 .25 4.41 .00 1372.71 1630.00 • 47450.000 9900.00 543.91 .48 4.63 .00 1481.67 1630.00 97590.000 5100.00 592.45 .00 -.10 .00 149 .94 90.00 47540.000 7000.00 543.21 ,76 .03 .00 1791.88 90.00 47540.000 7900.00 543. . . 49 .28 06 00 191246 9000 47540.000 9900.00 544.00 .51 .08 .00 2006..52 90..00 • 47640.000 5100.00 543.25 .00 .80 .00 1959.50 100.00 • 47640.000 7000.00 543.69 .44 .47 .00 2043.60 100.00 ' 47640.000 7900.00 543.89 .20 .90 .00 2089.16 100.00 • 47640.000 9900.00 . 544.31 .42 .31 00 2168.23 100.00 • 47670.000 5100.00 545.99 .00 2.74 .00 2250.00 30.00 • 47670.000 7000.00 547.78 1.79 4.09 .00 2250.00 30.00 ` 47670.000 7900.00 548.55 .77 4.66 .00 2250.00 30.00 • 47670.000 9900.00 550.30 1.75 5.99 .00 2250.00 30.00 PAGE 107 PAGE 108 f 47720.000 5100.00 545.99 .00 .00 .00 2250.00 50.00 47720.000 7000.00 547.78 1.79 .00 .00 2350.00 50.00 47720.000 7900.00 548.55 .77 .00 .00 2250.00 50.00 47720.000 9900.00 550.30 1.75 .00 .00 2250.00 50.00 1 18JUL00 15:05:24 PAGE 109 SECM0 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCI • 48350.000 5100.00 546.04 .00 .04 .00 1448.62 630.00 • 48350.000 7000.00 547.81 1.77 .03 .00 1879.70 630.00 • {8350.000 7900.00 548.57 .77 .02 .00 1864.31 630.00 • 48350.000 9900.00 550.31 1.74 .02 .00 1900.00 630.00 1 18JULOO 15:05:24 PAGE 110 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO- 30130.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECN0- 30190.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 30190.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 30190.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGfi WARN ING SECNO- 30201.000 PROPI LE. 2 CONVEYANCE CHANGE OUTSIDE E TSIDE ACCEPTAB RANGE WARNING SECNO- 30201.000 PROFILE- 3 CONVEYANCE CHANGE OU LE TSIDE ACCEPTAB RANGE WARNING SECNO- 30201.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30250.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31480.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31480.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECN0. 31550.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 31550.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SE 0- 31750.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECN0- 31750.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- ]1750.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31750.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34330.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34330.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34330.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35770.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 35770.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35770.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35970.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGB WARNING SECNO- 35970.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35970.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35970.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 36070.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 36070.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 36070.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 36070.000 PROPILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SEC40- 38235.000 PROFLE- I 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 30235.000 PROF LE 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECND- 38235.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 38235.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO. 38235.000 PROPI LE- 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38235.000 PROFILE. 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 38235.000 PROFILE- 3 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38235.000 PROFILE- 3 PROBABLE MINIMUM SPECIFIC ENERGY 1 18JULOO 15:05:24 PAGE 111 CAUTION SECNO- 38235000 PROFILE. 3 20 TRIALS ATTEMPTED TO BALANCE NSEL CAUTION SECNO. 38235..000 PROFILE- 4 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38235.000 PROFILE- 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO­ 38235.000 PROPI LE- 4 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION 1 ECN0. 38255.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE NSEL CAUTION SECNO- 38255000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO. 38255..000 PROFILE- 3 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO- 38315.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 38380.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 38380.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECWO- 38380 .0 00 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 39768.000 PROFILE. I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 40635.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SE 0- 40635.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 90635.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 40635.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 40698.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41138.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARN ING SECNO- 41138.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41138.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 41340.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41340.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42040.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDfi ACCEPTABLE RANGE WARN ING SECNO- 42040.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42040.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42040.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 42138.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 42138.000 PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 42138.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE NSEL CAUTION SECNO- 42138.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- 42138.000 PROFILE. 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 42138.000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE NSEL CAUTION SECNO= 42138.000 PROFILE- 3 CRITICAL DEPTH ASSUMED CAUTION SECNO- 42138.000 PROFILE- 3 PROBABLE MINIMUM SPECIFIC ENERGY a yy ID CAUTION SECNO- 42138.000 PROFILE- 3 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO- 42138.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 42200.000 PROFILE- I WSEL ASSUMED BASED ON MIN DIFF CAUTION SECNO- 42200.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 42200.000 PROFILE- 1 HYDRAULIC JUMP D.S. CAUTION SECNO- 42200.000 PROFILE- 2 WSEL ASSUMED BASED ON MIN DIFF CAUTION SECNO- 42200.000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 42200.000 PROFILE- 2 HYDRAULIC JUMP D.S. CAUTION SECNO. 42200.000 PROFILE- 3 WSEL ASSUMED BASED ON MIN DIPP 1 18JUL00 15:05:24 CAUTION SECNO- 42200.000 PROFILE- PAGE 112 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 42200.000 PROFILE- 3 HYDRAULIC JUMP D.S. CAUTION SECNO- 42200.000 PROFILE- 4 WSEL ASSUMED BASED ON MIN DIFF CAUTION SECNO- 42200.000 PROFILE- 4 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 42200.000 PROFILE- 4 HYDRAULIC JUMP D.S. WARNING SECNO- 42280.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42280.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGfi WARNING SECNO. 42280.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42280.000 PROFILE. 4 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 94200.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47450.000 PROFILE. 2 CONVEYANCE CHANGg OUTSIDE ACCEPTABLE RANGE WARNING SECWO- 47450.000 PROPI LE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 47450.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 47670.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 47670.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANG@ WARNING SECNO- 47670.000 PROPI LE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 47670.000 PROFILE- 4 HYDRAULIC JUMP D.S. WARNING SECNO- 47670.000 PROFILE- 9 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 48350.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 48350.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 48350.000 PROPILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 48350.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ............................................ ........ ..............................♦ • 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 • ............. AUN DATE 18JUL00 TIME ............................... 15:07:16 • • ........ .... (936) 756 -3109 ........................... 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 18JUL00 15:07:16 PAGE 1 ...... ............................... THIS RUN EXECUTED 18JUL00 15:07:36 HEC -2 WATER SURFACE PROFILES - Version 9.6.2; .................... May 1991 ................ T1 GRAPEVINE CREEK, COPPELL&IRVING, DAL COUNTY,TX FIS 100 YEAR DISCHARGE T2 POST PROTECT FLOODWAY T3 GRAPEVINE CREEK PROPOSED COND. 309PROFW.DAT BY A.H.H. JUNE 19, 2000 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 4 495.60 J2 NPROF 1PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 110 200 QT 6 6700 9900 10500 13400 11300 10500 NC .065 .070 .045 .1 .3 ET 4.4 •••••NOTE:SB CARD WEIR COEFF. CHG•D. 7O -2.5 TO MATCH PIS ..... STARTING WSEL FROM KIMLEY HORN FIS UPDATE MAY 1990 xi 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 997.0 1400 GR 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 GR 491.6 1713 492.2 1731 492.0 1746 493.3 1800 493.0 1900 GR 493.2 1926 476.6 1955 474.6 1960 473.9 1965 474.4 1970 GR 477.7 1978 979.3 1988 487.4 1992 989.2 2000 495.2 2026 GR 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 GR 506.8 2600 508.4 2700 NC .065 .065 .045 .1 .3 PROFILE SECTION T - SURVEY SECTION 19 X1 30130 20 2180 2222 1600 2000 2510 -0.1 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GR 501.8 2000 500.8 2066 995.7 2100 992.9 2180 484.5 2200 GR 483.8 2207 984.8 2212 502.0 2222 504.9 2300 507.1 2400 GR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 NC 3 .5 ET 90.2 1 18JUL00 15:07:16 PAGE 2 xi 30189 42 2138 2263 59 59 5� GR 517.3 1000 516.9 1300 516.5 1200 516.2 1300 515.8 1400 OR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 502.0 2154 494.1 2166 494.1 2167 492.5 2173 991.5 2380 GR 491.5 2181 987.2 2194 987.2 2195 486.8 2207 406.8 2208 GR 487.1 2221 487.1 2222 999.5 2239 999.5 2235 500.2 2248 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 OR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 ET 90.21 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. X1 30190 58 2138 2263 1 1 1 BT 2 2138 513.3 510.2 2261 513.4 510.9 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 5137 1900 GR 513.9 2000 533.2 2100 513.3 2138 510.2 2738 503..9 2153 GR 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 GR 510.4 2167 994.1 2167 492.5 2173 491.5 2180 510.4 2180 GR 510.9 2181 491.5 2181 487.2 2394 510.4 2194 510.4 - 2195 GR 487.2 2195 486.8 2207 510.4 2207 510.4 2208 {86.8 2208 GR 487.1 2221 510.9 2221 510.4 2222 487.1 2aa2 994.5 2234 GR 510.4 2234 510.4 2235 494.5 2235 500.2 2248 510.4 2248 GR 510.4 2249 500.2 2299 507.2 2260 510.9 2263 513.9 2263 GR 513.7 2400 514.0 2500 514.4 2600 514.5 2700 514.7 2800 GR 515.1 2900 515.4 3000 515.6 3100 ET 90.21 XI 30200 10 30 30 X2 I ET 90.2 X1 30201 42 2138 2263 1 1 1 GR 517.7 1000 516.9 3100 516.5 1200 516.2 1300 515.8 1900 GR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 517.7 2138 510.2 2138 503.9 2153 GR 502.0 2154 494.1 2166 494.3 2167 492.5 2173 491.5 2180 GR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 OR 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 2248 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 GR 514.0 2500 519.4 2600 514.5 2700 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 NC 1 .3 ET 8.1 2067 2222 X1 30250 20 2180 2222 49 49 49 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 5067 1900 GR 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484..5 2200 GR 483.8 2207 484.8 2212 5020 2222 504.4 2300 507.1 2400 GR 510.9 2500 511.4 2600 512..2 2700 512.5 2800 513.1 2900 1 18JUL00 15:07:16 PAGE 3 ET 8.1 1734 1920 X3 31310 19 1863 1920 750 500 1060 -0.4 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GR 488.2 1869 488.3 1876 509.6 1920 5114 2000 513.2 2100 GR 514.6 2200 515.8 2300 516.4 2400 516..8 2500 ET 8.1 1000 2700 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. X1 31480 33 1795 1915 170 170 170 BT 2 1795 509.1 506.1 1915 509.1 506.1 GR 517.3 1000 516.7 1100 515.3 1200 512.9 1300 510.3 1400 GR 508.5 1500 508.1 1600 508.4 1700 509.1 1795 504.5 1797 GR 495.2 1816 493.3 1826 506.1 1826 506.1 1829 493.3 1829.1 GR 488.7 1845 488.0 1849 491.1 1884 506.1 1884 506.1 1887 GR 491.1 1887 494.6 1889 505.6 3913 505.9 1915 509.1 1915 GR 511.1 2000 513.1 2100 514.9 2200 516.1 2300 516.6 2400 GR 517.1 2500 517.1 2600 516.8 2700 ET 8.1 1000 2700 X1 31500 20 20 20 X2 1 ET 8.1 1000 2500 X1 31550 19 1863 1920 50 50 50 GR 515.3 1000 515.7 1100 512.0 1200 507.5 1400 506.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.7 1800 491.1 1863 GR 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC .065 .06 .045 .1 .3 E1' 8.1 1000 1268 HALFF ASSOC. SURV. SECN. AA X1 31750 30 1000 1268 180 220 200 GR 509.6 1000 492.74 1071 492.34 1150 490.54 1158 490.74 1173 GR 489.94 1189 488.64 1192 489.34 1196 493.04 1203 513.06 1268 ET 8.3 1000 1293.5 HALFF ASSOC. SURV. SECN. B8 X1 32740 13 1000 1293.5 990 990 990 GR 511.47 1000 495.57 1067 493.77 1089 493.57 1106 495.77 1117 GR 493.27 1128 493.07 1132 493.17 1137 494.37 1157 493.67 1203 GR 510.37 1272.5 511.17 1286.5 512.67 1293.5 ET 8.1 1000 1351 HALFF ASSOC. SURV. SECN. CC X1 34045 19 1000 1351 1305 1305 7305 GR 518.5 1000 499.9 1069 499.7 1081 498.3 1093 499.3 1101 GR 499.3 1128 497.6 1142 493.1 1162 496.1 1182 499.5 1197 GR 499.6 1207 497.7 1216 495 1226 497.' 1237 498.9 1244 GR 498.9 1268 512.93 1310 513.73 1324 516.53 1351 1 18JUL00 15:07:16 PAGE 4 ET 8.1 1000 1334 HALPF ASSOC. SURV. SECN. DO X1 34330 16 1000 1334 285 285 285 GR 518.23 1000 502.47 3065 999.17 1092 498.67 1097 498.87 1117 GR 499.47 1123 500.57 1133 499.17 1176 498.07 1187 499.17 1194 GR 500.37 1202 502.27 1225 502.57 1271 514.63 1313 515.53 1326 - GR 517.83 1334 ET 8.1 1000 1332 HALFF ASSOC. SURV. SECN. EE X1 34870 10 1000 1332 540 540 540 GR 519.25 1000 501.96 1066 502.36 1144 501.76 1148 501.26 1158 GR 501.76 1166 502.76 1175 502.06 1262 518.85 1316 520.25 1332 ET 8.1 1000 1302 HALFF ASSOC. SURV. SECN. FF MOVED 120' 1). S. TO FACE FREEPORT PKWY X1 35450 13 1002 1302 580 580 580 BT 2 1000 521.5 515.8 1302 520.3 514.1 GR 521.5 1000 515.8 1000 514.2 1002 512.1 1029 505.6 1049 GR 503.1 1075 500.9 1150 505.3 1225 504.8 1249 512.1 1271 GR 512.8 1300 514.1 1302 520.3 1302 ET 8.1 1000 1302 HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEP ORT PKWY X1 35570 120 120 120 X2 1 OT 6 7300 10000 11200 14200 17000 11200 ET 8.1 1000 1316 X1 35770 14 1000 1316 200 200 200 0.8 GR 520.11 1000 505.81 1057 504.01 1083 501.71 1093 499.01 1100 GR 502.11 1108 504.71 1114 504.31 1159 503.71 1168 507.61 1174 GR 503.41 1189 504.71 1204 507.01 1258 522.01 1316 ET 8.1 1000 1264.9 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NATURAL CHANNEL)- - -- APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL X1 35970 30 1000 1264.9 200 200 200 CI 1131 503.2 .040 3 3 -180 CI 1131 501.2 .040 4 4 20 GR 51 9.0 1 1000 510.31 1071 509.11 1096.4 504.51 1116.4 499.41 1131.4 GR 505.01 1144.4 507.51 1158.4 508.11 1186.9 520.41 1257.9 521.21 1264.9 NC .3 .5 ET 8.1 1000 1300 36070.36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. "A" (1- 29 -85) BAF 1 18JUL00 15:07:16 PAGE 5 EXTENDED FROM TOPO X1 36070 14 1128 1204 130 60 100 CI 1166 503.42 .090 J 3 -120 CI 1166 501.42 .040 4 4 20 GR 520.5 1000 518.1 1078 514.8 1096 512.9 1133 512.7 1128 GR 505.6 1142 501 1168 504.7 1193 513.8 1204 514.3 1228 GR 516.3 1258 516.6 1264 520 1300 522 1450 ET 8.1 1000 1245 1135 501.4 HALFF ASSOC. SURV. SECN. •B• (1- 29 -85) BAP 1245 512.2 Xi 36360 9 1125 1162 290 290 290 CI 1145 504 .035 3 3 -120 1250 Cl 1145 502 .035 4 4 20 1 GR 512 1000 517.4 1093 513.4 1125 509.9 GR 504.4 1159 511.7 1162 514.5 1196 517.6 NC .05 .050 .015 ET 8.1 BEGIN CONCRETE LINING XI 38220 8 1056 1107 40 40 40 Cl -1 504 .015 .01 .01 -100 CI 01 GR 512.4 1000 514 1056 504.1 1065 502 GR 514.54 1107 516.7 1207 520 1250 ET 8.1 BOTTOM OF 6.5' DROP STRUCTURE X1 38232 12 12 12 CI -1 504 .015 .01 .01 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5• DROP STRUCTURE, END CONCRETE X1 38235 3 3 3 CI -1 510.5 .015 '01 .01 X3 1021.5 525 1141.5 525 CROSS SECTION EXTENSION AII04ED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SEC11. X1 38255 20 20 20 CI -1 510.5 .035 3 3 -90 X3 1006.5 525 1156.5 525 ET 8.1 APPROXIMATE CITY LIMITS OF COPPELL X1 38315 8 2670 2860 60 60 60 CI -1 510.5 .035 10 10 -45 GR 525.8 2630 515 2670 514 2740 510.5 GR 514 2784 515 2860 524.7 2890 1 18JUL00 15:07:16 NC .015 .015 .045 .1 .3 - DS FACE W BOUND I.H.635 (•n• Values, C3�-e1 stations and a CroaChm is have been Corrected through 635 by A.H.H.) X1 38380 35 2_670 2860 65 65 65 CI O1 X3 2630 529.2 2890 529.2 GR 559.4 0 548.5 300 531.5 1400 525.8 GR 514 2740 511 2752 511 2772 514 GR 524.7 2890 521.2 3800 521.2 4200 526 SB 1.05 1.2 -2.5 105 4 3920 U.S. FACE W. BOUND IN 635 X1 38420 40 40 40 X2 1 528.7 5328 X3 2630 529..2 2890 529.2 BT 6 559.5 300 556.5 BT 3800 529.2 4200 529.2 5500 VALLEY SECT BTWN I.H. 635 BRIDGES X1 38500 80 80 80 X3 2630 529.2 2890 529.2 NC .015 .015 .045 DS FACE E. BOUND I.H.635 X1 38580 80 80 80 X3 2630 529.2 2890 529.2 SB 1.05 1.2 -2.5 105 4 3920 US FACE E. BOUND I.N.635 X1 38620 40 40 40 X2 1 528.1 532.8 X3 2630 529.2 2890 529.2 BT 6 559.5 300 556.5 BT 3800 529.2 4200 529.2 5500 NC .055 .045 .055 NH 5 0.05 1721 0.065 1732 0.045 1776 NH 1846 ET 5.1 1339 1846 8.1 50' V.S. E. BOUND I_H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 38670 15 1717 1813 50 50 50 X3 1339 532.8 GR 526 1000 525 1410 524 1501 519 GR 516 1717 515 1721 507 1732 505.09 GR 514 1776 515 1785 516 1794 517 NC .065 .070 .045 3 18JUL00 15:07:16 KH 5 0.05 1363 0.08 1378 0.045 1404 NH 1716 SECTION 38889 IS OLD NDM SECTION 38850 ET 5.1 1000 1648 8.1 NON XSECTION - BEGIN BERM(REVI SHIS MODEL ED FOR T PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) XI 38889 17 1378 1424 268 216 219 X3 1648 532.8 GR 527 1000 525 1142 524 1168 523 OR 521 1250 518 1363 517 1378 509 GR 510 1404 515 1424 516 1447 519 GR 523 1647 529 - 1716 39016 AND 39403 ARE NEW CROSS SECTIONS 2 -2000 FROM HAI TOPO (KHH) NC .050 .070 .045 1135 501.4 1145 1245 512.2 PAGE 6 1000 1250 2630 .4 2670 1082 504.1 1098 1000 1250 5500 2630 2890 2752 510.5 2772 7.5 512.2 PAGE 6 .4 2630 515 2670 2784 515 2860 5400 534.3 5500 7.5 511 511 1 1400 539.5 534.3 3 1647 518 1681 1746 506 1760 1813 530 1846 PAGE 7 e 0.08 1424 0.05 /p��r /(��j GIa 1 1341 1648 1172 522 1199 1388 505.86 1396 1529 520 1567 4 7.5 512.2 512.2 .1 1400 539.5 534.3 0.065 1794 0.05 1614 1846 1647 518 1681 1746 506 1760 1813 530 1846 PAGE 7 e 0.08 1424 0.05 /p��r /(��j GIa 1 1341 1648 1172 522 1199 1388 505.86 1396 1529 520 1567 NH 5 0.05 1447 D. 08 1475 0.045 NH 1867 ET 5'1 1360 1782 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK ENCROACHMENT %1 39016 15 1428 1743 183 70 X3 1360 532.8 1782 532.80 X4 3.0 514.0 1432.0 514.0 1447.0 514.0 GR 527 1009 526 1017 525 1090 OR 520 1417 514 1447 510 1475 OR 514 1510 520 1646 523 1743 NH 5 0.05 1752 0.08 1900 0.045 NH 2115 ET 1479 0.08 1510 0.05 L� _ 6.1 1360 1750 N/J 127 EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 1460.0 RALFF ASSOCIATES TOPO (KHH) 4 524 1310 523 1348 506.34 1477 510 1479 523 1807 529 1867 1908 0.08 1972 0.05 8.1 1680 1972 1774.0 39768, 39900, 40208, 6 40408 ARE NEW CROSS SECTIONS 2 -2000 FROM HAI TDPO (KHH - ET 8.1 1000 1x10 J 4 Cu � CA 2 ! ( AA G n Y 18JULOO 15:07:16 P 7�� PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2- 000 F�.SSOCATES TOPO (KHH). LEFT ENCROACH a SW %1 39768 6.0 300.0 1210. 91 364 365 , X4 4.0 514.9 1: .A 1.91.8 511.9 1118.8 514.9 1127.8 ' OR 530.0 950.0 528.0 1000.0 514.9 1039.3 514.9 1171.3 528.0 21'.6 OR 530.0 1260.6 DS FACE OF PROPOSED NEW ROAD BRIDGE 1000 1174 , { STREAM OF PROPOSER) REGENT ROAD BRIDGE 32 \ 32 _..... 32 \\ X1 398.oa 6.0 1000 ` J !/ 44- 4.0 515.0 1064.5 512 " "'?073"5 - '' '512 1100.5 515.0 1109.5 GR 530.0 950.0 528.0 1000.0 515.0 1026.0 515.0 1198.0 1174.0 OR 530.0 1226.0 SB 1.05 2.268 2.5 0 138 4.0 158 2 515.00 515.15 US FACE OF PROPOSED NEW ROAD BRIDGE ET .-'" 8.1 1000 1174Gi ^ UPSTREAM OF PROPOSED REGENT ROAD BRIDGE %1 39865 65 65 65 .15 X2 3 528.2 539.2 9! X3 10 534.2 534.2 +� X4 4.0 515.0 1064.5 512 1073.5 512 11005 515.0 1109.5 �i Q BY 4 900 535 0 1000 534.2 528. .2 1178 534.2 528.2 BY 1254.8 - �- 8.1 1000 1195 v 1 C NEW SECTION ADDED TO REVISED EXj STING -MODEL PER 2 -2000 HALF JySSOCIATES ...TOPO ^ {KNIN IMPROVEMENT 6.0 1 1191 000 .8 35 35 35 X4 4.0 515.2 1073.4 512.2 1082.4 512.2 1109.9 515.2 1118.4 I p. GR 530.0 950.0 528.0 1000.0 515.2 1038.4 515.2 1153.4 `� 528.0 1191.8 OR 530.0 1241.8 T ET EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 RALFF ASSOCIATES TOPO (KHH) 4 LEFT BANK ENCROACHMENT a SWALE HALPF ASSOCIATES TOPO (KHH) Xl 39403 23.0 1752 1972 278. 216 3117 X4 4.0 515.9 1078.8 X4 4.0 515.0 1707.0 515.0 1752.0 515.0 1757.0 520.0 1774.0 OR OR 528.0 1000.0 526.0 1020.0 525.0 1146.0 524.0 1386.0 523.0 1465.0 GR 522.0 1544.0 521.0 1633.0 515.0 1752.0 517.0 1855.0 516.0 1888.0 OR 507.5 7899.0 508.0 1900.0 509.0 1903.0 515.0 1908.0 519.0 1922.0 OR 521.0 1934.0 522.0 1950.0 523.0 1957.0 524.0 1972.0 524.0 2051.0 GR 524.0 2065.0 524.0 2090.0 528.0 2115.0 513.4 OR 530.0 950.0 528.0 1000.0 NC 0.040 0.040 0.040 OR 530.0 1248.8 39768, 39900, 40208, 6 40408 ARE NEW CROSS SECTIONS 2 -2000 FROM HAI TDPO (KHH - ET 8.1 1000 1x10 J 4 Cu � CA 2 ! ( AA G n Y 18JULOO 15:07:16 P 7�� PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2- 000 F�.SSOCATES TOPO (KHH). LEFT ENCROACH a SW %1 39768 6.0 300.0 1210. 91 364 365 , X4 4.0 514.9 1: .A 1.91.8 511.9 1118.8 514.9 1127.8 ' OR 530.0 950.0 528.0 1000.0 514.9 1039.3 514.9 1171.3 528.0 21'.6 OR 530.0 1260.6 DS FACE OF PROPOSED NEW ROAD BRIDGE 1000 1174 , { STREAM OF PROPOSER) REGENT ROAD BRIDGE 32 \ 32 _..... 32 \\ X1 398.oa 6.0 1000 ` J !/ 44- 4.0 515.0 1064.5 512 " "'?073"5 - '' '512 1100.5 515.0 1109.5 GR 530.0 950.0 528.0 1000.0 515.0 1026.0 515.0 1198.0 1174.0 OR 530.0 1226.0 SB 1.05 2.268 2.5 0 138 4.0 158 2 515.00 515.15 US FACE OF PROPOSED NEW ROAD BRIDGE ET .-'" 8.1 1000 1174Gi ^ UPSTREAM OF PROPOSED REGENT ROAD BRIDGE %1 39865 65 65 65 .15 X2 3 528.2 539.2 9! X3 10 534.2 534.2 +� X4 4.0 515.0 1064.5 512 1073.5 512 11005 515.0 1109.5 �i Q BY 4 900 535 0 1000 534.2 528. .2 1178 534.2 528.2 BY 1254.8 - �- 8.1 1000 1195 v 1 C NEW SECTION ADDED TO REVISED EXj STING -MODEL PER 2 -2000 HALF JySSOCIATES ...TOPO ^ {KNIN IMPROVEMENT 6.0 1 1191 000 .8 35 35 35 X4 4.0 515.2 1073.4 512.2 1082.4 512.2 1109.9 515.2 1118.4 I p. GR 530.0 950.0 528.0 1000.0 515.2 1038.4 515.2 1153.4 `� 528.0 1191.8 OR 530.0 1241.8 T ET NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KHH) X1 40208 6.0 1000 1202.6 308 308 X4 4.0 515.9 1078.8 1087.8 512.9 GR 530.0 950.0 528.0 la :0 515.9 1036.3 OR 530.0 1252.6 > •- 18JULOO 15:07:16 - ' "- ET NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KHH) XI 40408 6.0 1000 1198.8 200 200 X4 4.0 516.4 1077.3 513.4 1086.3 513.4 OR 530.0 950.0 528.0 1000.0 516.4 1034.8 OR 530.0 1248.8 MH 5 .050 1930 .045 2061 NH 2275.0 8.1 1000 308 1114.8 515.9 515.9 1166.3 8.1 1000 200 1113.3 5164 516.4 1164..8 1205 11238 �f 528. . 0 1202.6 �tp j/ PAGE 9 12.0 y 1122.3 n I 528. 0 1198.8 1' yYYS1A(/', ✓°'i3S e , 2150. 0.050 080 2092 .045 NEW SECTION ADDED TO REVISED ISTING MODEL PER 2 -2000 ``__ HALPF ASSOCIATES TOPO ( 6 BANK SWALE ----C 40635 16.0 1865 - 2092.0 _ _ 180 _ _ 220 // GR 530.0 1730.0 528.0 1865 517.5 1900.0 OR 513.0 2039.0 512.5 20410 513.0 2042.0 GR 521.0 2061.0 523.0 2092..0 514.8 2122.0 OR 530.0 2295.0 NN 9 .050 1805 0.045 1855 0.05 NH 2137 .080 2179 .050 2231 0.045 ET NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 8.1 1870 2190 ..220._ 517.5 1980.0 S15I.0 2033.0 l 518.0 2049.0 520.0 2056.0 514.8 2197.0 528.0 2247.0 2016 .080 2083 .045 a 2340 0.05 8.1 1750 2390 � y'' ••// f z 3 524.0 1878.0 519.0 21190 524.0 2231..0 Z y 2212 0.045 2{35 .-- -•'.'.` -,. T, -*" /� `ll 525.5 M � 1952.0 .. 522.0 2228.0 { f, a ` 521.0 2322.0 ! (,,,, 521.0 2362.0 � g'Z PAGE 30 c y �' 1176 V / / / {{ {»'+111///--- _- .._- .�....... YES•- YYYFFF""'\ 530.0 1176.0 1156 530.0 1156.0 1156 i 530.0 1156.0 1200 530.0 1200.0 2100 529.29 5300 1124 �0 530.. 0 1982.0 530.0 2349.0 530.0 3083.0 SB 1.05 2.268 -2.5 8 HALPF ASSOCIATES TOPO 6 X SNALE "µ• " ^.�•^ •`Y.,.'• 519. B5 X3 40698 19 -0 1750 1878.0 "�� 55 155 US FACE RADIO RD SECT 826 OR 530.0 1610.0 528.0 518.40 1788.0 ST 8.40 1855.0 GR 524.0 1959.0 522.0 2004.0 521.0 2016.0 52D.0 2083.0 OR 518.0 21300 520.0 2137.0 523.0 400 524.0 2179.0 OR 515.3 2270..0 515.1 2300.0 528.0 2390. 530.0 2435.0 529.99 SECTION 41138 IS OLD NOM SECTION 41180 530.14 1713 1827 530.00 QT 6 5100 7000 7900 9900 6200 7900 BT 2003 529.73 NH 7 0 1875 0.045 1925 0.05 2164 0.08 NH ET 2234 0..05 07 2404 0.05 2431 BT 2251 530.58 8.1 1815 2314 CHANNEL IMPROVEMENT DATA (REVISED FOR THIS 2393 532.30 2395 532.29 MODEL PER 2 -2000 OPO 1 (003) ADD SHALE 2519 533.49 X1 41138 23.0 182 WES BT 2539 533.24 GR 530.0 1729.0 _511875.0 58.9 39250 GR 525.0 2016.0 525.0 524.0 2106.0 527.0 2164.0 GR 519.0 2212.0 518.2 2218.0 520.0 2225.0 521.0 2239.0 GR 520.0 2327.0 519.0 2330.0 519.0 2339.0 520.0 2348.0 OR 523.0 2404.0 527.0 2416.0 529.0 2431.0 91390, 41740 AND 41990 ARE NEW CROSS SECTIONS 2 -2000 FROM HAI 7OPO (KHH) 4I340 BOTTOM WIDTH . 90 FEET 1 18JU,00 15:07:16 NO 0.040 0.040 0.040 ET 8.1 1000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KHH) X3 41340 6.0 1000 1176.0 2DO 340 215 GR 532.0 950.0 530.0 1000.0 518.8 1033.0 518.8 1193.0 OR 532.0 1226.0 ET 8.1 1000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KHH) X1 41471 6.0 1000 1156.0 131 131 131 OR 5320 950.0 530.0 1000.0 519.13 1033.0 519.13 1123.0 OR 532..0 1206.0 ET 8.1 1000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFP ASSOCIATES TOPO (KHH) X1 41703 6.0 1000 1156.0 232 232 232 GR 532.0 950.0 530.0 1000.0 519.7 1037.0 519.7 1127.0 OR 532.0 1206.0 ET 8.1 1000 100` DS LOYAL LANE (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) X1 42040 6.0 1000 1200.0 337 337 337 GR 532 -0 950.0 530.0 1000.0 520.5 1030.0 520 -5 1170.0 OR 532.0 - 1250.0 SECTION 42138 IS OLD HOW SECTION 42050 NH 3 0.05 1266 0.045 2062 0.05 3630 ET 8.1 1590 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVISED FOR THIS MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KHH) X1 42138 21.0 - 1982 2062.0 98 98 98 X3 10 529.29 GR 540.0 1000.0 530.0 1019.0 531.0 1047.0 531.0 1110.0 GR 530.0 1266.0 529.0 1285.0 529.0 1520.0 530.0 1778.0 GR 530.0 1982.0 521.0 2018.0 521.0 2030.0 530.0 2062.0 OR 53 1. 0 2454.0 532.0 2521.0 532.0 2672.0 532.0 2954.0 OR 535 -0 3630.0 SECTION 42200 IS OLD NOM SECTION 42090 1 18JU OO 15:07:16 NC .065 .070 .045 524.0 1878.0 519.0 21190 524.0 2231..0 Z y 2212 0.045 2{35 .-- -•'.'.` -,. T, -*" /� `ll 525.5 M � 1952.0 .. 522.0 2228.0 { f, a ` 521.0 2322.0 ! (,,,, 521.0 2362.0 � g'Z PAGE 30 c y �' 1176 V / / / {{ {»'+111///--- _- .._- .�....... YES•- YYYFFF""'\ 530.0 1176.0 1156 530.0 1156.0 1156 i 530.0 1156.0 1200 530.0 1200.0 2100 529.29 5300 1124 �0 530.. 0 1982.0 530.0 2349.0 530.0 3083.0 SB 1.05 2.268 -2.5 8 4 316.93 4 519. B5 ET 8.1 1390 2100 US FACE RADIO RD SECT 826 X1 42280 28 1791 XI 42200 62 62 62 .1 X2 1 528.71 530.86 100 538.0 200 537.0 300 X3 10 400 GR 529.5 1000 529.4 530.86 530.86 BT -25 1106 528.24 1269 528.50 1400 1566 529.99 BT 1566 529.94 1812 530.14 1713 1827 530.00 BT 1840 530.20 1920 530.26 1B0B 1933 530.10 BT 2003 529.73 2076 529.57 2000 529.7 2140 530.16 BT 2167 530.15 2190 530.09 2500 2210 53019 BT 2251 530.58 2261 530.73 2314 530..93 BT 2327 531.14 2393 532.30 2395 532.29 BT 2478 533.43 2519 533.49 PROFILE SECTION CC - 2525 533.07 BT 2539 533.24 SECTION 42280 IS OLD NOW SECTION 42170 (APPROXIMATELY FEMA CROSS SECTION J) PAGE 11 519.84 ET 580.2 PROFILE SECTION BB - SURVEY SECTION 27 X1 42280 28 1791 1810 80 80 80 GR 540 0 539.0 100 538.0 200 537.0 300 536.0 400 GR 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.9 1400 GR 529.9 1500 529.7 1600 527.9 1700 524.5 1713 522.0 1791 OR 521.7 1797 520.7 1800 521.7 1B0B 522.5 1810 525 -8 1900 OR 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2500 GR 530.6 2500 530.8 2600 540.0 3800 ET 580.2 PROFILE SECTION CC - SURVEY SECTION 28 X1 44200 32 1740 1786 1800 1300 2030 OR 550.0 600 548.0 650 546.0 700 594.( GR 535.9 3000 535.2 1100 534.3 1200 534.] GR 533.2 1500 5-1 8 1600 528.8 1644 527.' OR 524.9 1757 525.4 1768 531.9 1786 531.5 GR 532.3 2000 532.6 2100 532.5 2200 532.1 GR 531.8 2500 532.3 2600 532.5 2700 532.5 GR 533.5 3000 550.0 3500 542.4 2100 1.125 Or 6 5100 7000 7900 9900 7500 7900 ET 5421 450 850 541..2 950 1400 630.2 1500 1529 PROFILE SECTION DO - SURVEY SECTION 29 1584 538.4 X1 45820 26 2160 2187 1400 1000 1620 GR 541.7 1000 540.7 1100 539.6 1200 538.8 OR 538.2 1500 538.8 1548 538.7 1563 537.8 GR 53 8. 2 1800 537.8 1900 538.2 2000 538.4 GR 533.0 2160 531.8 2182 531.8 2185 533.1 OR 537.2 2300 537.7 2400 537.5 2500 538.6 GR 540.0 2800 1 18JUL00 15:07:16 ET 500.2 PROFILE SECTION EE - SURVEY SECTION 30 X1 47450 26 2349 2369 1250 1350 1630 OR 5457 1000 544.9 1100 544.3 1200 543.6 OR 542..5 1500 542.1 1600 5417 1700 541.1 GR 590.8 2000 541.2 2100 591..6 2166 541.6 GR 540.7 2269 536.9 2300 535.8 2399 532.1 OR 536.8 2400 542.0 2475 541.6 2500 542.5 OR 544.6 2800 ET 650.2 100' DS COUNTY LINE RD X1 47540 35 1511 1591 30 200 90 GR 544.3 50 543.6 150 542.8 250 542.5 GR 591.7 550 543.1 650 541.0 750 540.8 OR 541.3 1100 541.3 1200 541.2 1300 541.7 GR 541.8 1511 538.6 1511 531.0 1525 530.7 GR 534.5 3542 534.9 1544 535.3 1565 536.4 OR 541.7 1591 541.9 1600 541.6 1700 541.4 GR 543.0 2000 542.: 2012 542.4 2100 544.0 ET 1110.2 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 X1 47640 37 1511 1591 100 100 100 X3 10 OR 594.3 50 543.6 150 592.8 250 543.5 GR 541.7 550 541.1 650 591.0 750 540.8 GR 541.3 1100 541.3 1200 541.2 1300 541.7 GR 541.8 1511 538.6 1511 531.0 1525 530.7 OR 534.0 1537 534.5 1542 534.9 1544 535.3 GR 536.4 1584 538.4 1591 541.7 1591 541.4 GR 541.4 1800 541.5 1900 543.0 2000 542.8 OR 544.0 2200 545.7 2300 ET 1020.2 SB 1.05 2.705 -2.5 66.5 4 416.7 U.S. FACE COUNTY LINE RD SECT 431 X1 47670 30 30 30 X2 1 540.4 541.7 X3 30 BT 2 1511 541.8 540.4 1591 541.7 540.4 ET 875.2 50' U.S. COUNTY LINE RD Xi 47720 35 1511 1591 50 50 50 GR 544.3 50 543.6 150 542.8 250 542.5 OR 541.7 550 541.1 650 541.0 750 5408 GR 54 1. 3 1100 541.3 1200 541.2 1300 541..7 OR 541.8 1511 538.6 1511 531.0 1525 530.7 GR 534.5 1542 534.9 1544 535.3 1565 536.4 OR 54 1. 7 3591 541.4 1600 541.6 1700 541.4 GR 543.0 2000 592.8 2012 542.4 2100 544.0 1 18JUL00 15:07:16 ET 240.2 PROFILE SECTION GO - SURVEY SECTION 32 X1 48350 25 2130 2300 600 300 630 GR 549.5 1000 546.9 1100 546.8 1200 545.7 GR 599.1 1500 544.5 1600 549.1 1700 5942 GR 543.9 2000 544.2 2100 593.4 2130 537..9 OR 537.7 2257 539.1 2300 539.6 2400 539.6 GR 544.1 2500 544.5 2600 545.9 2700 546.6 1 ISJUL00 15:07:16 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL Q QLOB QCH QROB AI.OB ACH ARDS VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XIQBR ITRIAL IDC ICONT CORAR 'PROP 1 0 CCHV_ .100 CEHV. .300 'SECNO 27620.000 •'•- •NOTE:SB CARD WEIR COEFF. CHG'D. TO -2.5 TO MATCH PIS ..... STARTING WSEL FROM KIMLEY HORN FIS UPDATE MAY 1990 27620.000 20.10 495.60 .00 495.60 496.42 .82 .00 10500.0 2714.6 7542.1 243.3 1167.8 895.1 95.5 .0 .00 2.32 8.43 2.55 .065 .045 .070 .000 .002459 50. 50. 50. 0 0 0 .00 CCHV. .100 CEHV. .300 •SECNO 30130.000 PRO PILE SECTION T - SURVEY SECTION 19 30130.000 18.48 502.18 .00 .00 503.30 1.12 6.80 10500.0 4499.4 6000.1 .5 864.5 582.6 1.4 B2.1 .08 5.20 10.30 .40 .065 .045 .065 .000 .004032 1600. 2510. 2000. 2 0 0 .00 CCHV- .300 CEHV+ .500 •SECNO 30189.000 3301 HV CHANGED MORE THAN HVINS 30189.000 15.34 502.14 .00 .00 503.88 1.73 .27 10500.0 .0 10500.0 .0 .0 993.8 .0 83.8 750 542.0 800 1300 533.8 1400 1700 526.8 1740 1800 532.2 1900 2300 5322 2400 2800 533..3 2900 1300 538.6 1400 1600 537.7 1700 2000 533.4 2094 2187 533.7 2200 , 2600 539.2 2700 PAGE 12 1300 542.8 1400 1800 591.0 1900 2182 541.4 2200 2363 535.4 2369 2600 543.5 2700 •.5 350 542.1 450 850 541.2 950 1400 541.7 1500 1529 534.0 1535 1584 538.4 1591 1800 541.5 1900 2200 545.7 2300 540.4 5904 350 592..1 450 850 541.2 950 1400 541.7 1500 1529 534.0 1535 1565 535.3 1567 1600 541.6 1700 2012 542.4 2100 1.125 534.4 534.4 540.4 540. 4 .3 350 5421 450 850 541..2 950 1400 54 1. 7 1500 1529 534.0 1535 1584 538.4 1591 1800 541.5 1900 2200 545.7 2300 PAGE 13 1300 544.9 1400 1800 544.0 1900 2154 535.4 2200 2423 543.2 2451 2800 547.7 2900 PAGE 14 OLOSS L -BANK ELEV TWA R -BANK ELEV ELMIN SSTA TOPWID ENDST .00 499.80 0 489.00 475.50 1430.25 590.55 2020.80 .09 49230 16.6 501..90 483.70 1989.12 242.29 2231.41 .31 51330 16.8 513.. 40 '08 .00 10.57 .00 .000 .045 .000 .000 486.80 . 215392 .005140 59. 59. 59. 2 0 0 .00 98.73 2252. 05 .SECNO 30190.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .49 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC 510.40 1 18JUL00 15:07:16 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. 30190.000 15.17 501.97 .00 .00 504.07 2.09 .01 .18 513.30 10500.0 .0 10500.0 .0 .0 904.8 .0 83.8 16.8 513.40 .08 .00 11.61 .00 .000 .045 .000 .000 486.80 2154.04 .021370 1. I. 1. 2 0 0 .00 90.75 2251.79 •SECNO 30200.000 3265 DIVIDED FLAW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX EIW. 510.40 30200.000 15.60 502.40 .00 .00 504.32 1.92 .20 .05 513.30 10500.0 .0 10500.0 .0 .0 943.6 .0 84.0 16.9 513.40 .OB .00 11.13 .00 .000 .045 .000 .000 486.80 2154.00 .019316 10. 10. 30. 2 0 0 .00 91.46 2252.46 .SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RAKE, KRATIO . 2.18 30201.000 16.18 502.98 .00 .00 504.46 1.48 .01 .13 513.30 10500.0 .0 10500.0 .0 .0 1077.0 .0 84.0 16.9 513.40 .08 .00 9.75 .00 .000 .045 .000 .000 48680 2757.48 .004058 1. I. 1. 3 0 0 .00 99.. 89 2253.37 CCHV. .100 CEHV- .300 -SECNO 30250.000 3301 NV CHANGED MORE THAN HVINS 30250.000 20.22 504.02 .00 .00 504.68 .66 .14 .08 492.40 10500.0 5056.7 5371.2 72.1 1230.2 655.7 66.9 85.7 17.1 502.00 .0: 4.11 8.19 1.08 .065 .045 .065 .000 483.80 1950.46 .002179 49. 49. 49. 2 0 0 .00 337.50 2287.96 -SECNO 31310.000 31310.000 18.35 506.15 .00 .00 506.65 .50 1.95 .02 490.70 10500.0 6288.8 4211.2 .0 1515.5 571.7 .0 124.7 23.8 509.20 .12 4.15 7.34 .00 .065 .045 .000 .000 487.80 1494.60 .002197 750. 1060. 500. 2 0 0 .00 419.11 1913.71 1 18JUL00 15:07:16 SECNO DEPTH CWSEL CRIWS WSELK EG KV HL OLOSS L -BANK ELEV Q QLOB on QROB ALOB ACH - -� AROB VOL TWA R -BANK ELEV TIME VLAB VCH VROB XNL XNCH XNR WTW ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -SECNO 31480.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .52 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 509.10 MAX ELL:. 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 18.44 506.44 .00 .00 507.45 1.01 .65 .16 509.10 10500.0 .0 10500.0 .0 .0 1300.0 .0 131.3 24.8 509.10 .13 .00 .00 .000 .045 .000 .000 488.00 1796.16 .008085 170. 170. 170. 2 0 0 -40.03 118.84 1915.00 ; SECNO 31500.000 3370 NORMAL BRIDGE, NRD- 2 MIN E.- 509.10 MAX ELLC- 506.10 31500.000 18.60 506.60 .00 .00 507.61 1.01 .16 .00 509.10 10500.0 .0 10500.0 .0 .0 1300.0 .0 131.9 24.9 509.10 .13 .00 8.08 .00 .000 .045 .000 .000 488.00 1796.09 .008085 20. 20. 20. 2 0 0 -59.25 118.91 1915.00 -SECNO 31550.000 MORE 3301 NV CHANGED MORE THAN HVINS 3302 WARNING: CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.30 31550.000 19.28 507.48 .00 .00 507.83 .35 .15 .07 491.10 10500.0 6576.3 3923.7 .0 1900.8 621.7 .0 134.1 25.2 509.60 .13 3.46 6.31 .00 .065 .045 .000 .000 488.20 1401.70 .001534 50. 50. 50. 2 0 0 .00 513.93 1915.63 CCHV- .100 CEHV- .300 -SECNO 31750.OD0 1 18JUL00 15:07:16 SECNO DEPTH CWSEL CRIWS WSELK EG KV HL OLOSS L -BANK ELEV Q QLAB QCH QROB ALOB ACH AROB VOL TWA R -RANK ELEV TIME VIAB 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 - 1.89 HALPF ASSOC. SURV. SECN. AA 31750.000 19.15 507.79 .00 .00 507.98 .20 .14 .02 50960 .06 10500.0 .0 10500.0 .0 .0 2948.6 .0 146.2 26.9 513. .15 .00 3.56 .00 .000 .045 .000 .000 488.64 1007.63 .000430 180. 200. 220. 2 0 0 .o0 243.25 1250.88 -SECNO 32740.000 HALFF ASSOC. SURV. SECN. BB 32740.000 15.19 508.26 .00 .00 508.49 .23 .49 .01 511.47 10500.0 .0 10500.' .0 .0 2709.9 .0 210.5 32.5 512.67 .22 .00 3.87 .00 .000 .045 .000 .000 493.07 1013.54 .000586 990. 990. 990. 2 0 0 .00 250.16 1263.70 -SECNO 34045.000 HALFP ASSOC. SURV. SECN. CC 34045.000 16.01 509.11 .00 .00 509.37 .26 .87 .01 518.50 10500.0 .0 10500.0 .0 .0 2559.5 .0 289.5 40.2 516.53 .31 .00 4.10 .00 .000 .045 .000 .000 493.10 3034.:5 .000765 1305. 1305. 13D5. 2 0 0 .00 263.71 1298.55 -SECNO 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .67 MALFF ASSOC. SURV. SECN. DD 34330.000 11.23 509.3D .00 .00 509.73 .43 .31 .05 518.23 10500.0 .0 10500.0 .0 .0 1993.9 .0 304.4 41.9 517.83 .32 00 5-27 .00 .000 .045 .000 .000 498.07 1036.83 .001681 285. 285. 285. 0 0 0 .00 257.60 1294.44 -SECNO 34870.000 HALFF ASSOC. SURV. SECN. EE 34870.000 9.02 510.28 .00 .00 510.80 .52 1.04 .03 51925 10500.0 .0 10500.0 .0 .0 1821.9 .0 328.0 45.0 520..15 .35 .00 5.76 .00 .000 .045 .000 .000 501.26 1034.24 .002232 540. 540. 540. 2 0 0 .00 254.20 1288.44 I 18JUL00 15:07:16 SECNO DEPTH CWSEL CRIWS WSELK EG KV HL GLOSS L -BANK ELEV Q QLOB OCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XIOBL XLCH XLOBR 1TRIAL IDC ICUNT CORAR TDPWID ENDST •SECNO 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFF ASSOC. SURV. SECN. FF MOVED 120• D.S. TO FACE FREEPORT PKWY PAGE 15 PAGE 16 PAGE 17 PAGE 18 35450.000 10.63 511.53 .00 .00 512.05 .52 1.25 .00 514.20 10500.0 .0 10500.0 .0 .0 1811.3 .0 352.2 48.3 520.30 .78 -00 5.80 . .000 .045 .000 .000 500.90 1030.76 .002091 580. 580. 580. 2 0 0 .00 238.52 1269.28 - SECNO 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC- 514.10 HALFF ASSOC. SURV. SECN. PF U.S. FACE FREEPORT PKWY 35570.000 10.91 511.81 .00 .00 512.29 .49 .24 .00 514.20 10500.0 .0 10500.0 .0 .0 1875.4 .0 357.7 49.0 520.30 _38 .00 5.6D .00 .000 .045 .000 .000 500.90 1029.93 .001880 120. 120. 120. 1 0 0 .00 240.15 1270.09 - SECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE Of ACCEPTABLE RANGE, KRATIO - .68 35770.000 12.29 512.10 .00 .00 512.98 .87 .57 .12 520.91 11200.0 .0 11200.0 .0 .0 1492.5 _0 365.0 50.1 522.81 .39 .00 7.50 .00 .000 .045 .000 .000 499.81 1035.11 .004585 200. 200. 200. 2 0 0 .00 239.48 1274.59 - SECNO 35970.000 CHIMP CISTA- 1131.00 CELCH- 503.20 BW- 180.00 STCHL- 1000.00 STCHR. 1264.90 CHIMP CLSTA- 1131.00 CELCH- 501.20 BW- 20.00 STCHL- 1000.00 STCHR- 1264.90 EXCAVATION DATA AEX- 1557.1SQ -FT VEXR- .OK -CU -YD VEXT. .OK -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.00 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NATURAL CHANNEL) - - --APPROX. NEAR OLD COE STA. 37550. 1 18JUL00 15:07:16 BEGIN IMPROVED CHANNEL 35970.000 11.79 512.99 .00 .00 513.43 .44 .41 .04 516.87 11200.0 .0 11200.0 .0 .0 2105.2 .0 373.3 51.2 517.83 .40 .00 5.32 .00 .000 .040 .000 .000 501.20 1011.64 .001149 200. 200. 200. 2 0 0 .00 238.73 1250.36 CCHV- .300 CEHV- .500 - SECNO 36070.000 CHIMP CLSTA- 1166.00 CELCH- 503.42 BW- 120.00 STCHL- 1060.33 STCHR- 1266.15 CHIMP CLSTA. 1166.00 CELCH- 501.42 BW- 20.00 STCHL- 1060.33 STCHR. 1266.15 EXCAVATION DATA AEX- 1101.7SQ -FT VEXR- 4.9K -CU-YD VEXT- 4.9K -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 36070 -36140 MOVED 70' D.S. HALFF ASSOC. SURV. SECN. •A• (1- 29 -85) BAF EXTENDED FROM TOPO 36070.000 11.50 512.92 .00 .00 513.83 .91 .17 .23 518.64 11200.0 .0 11200.0 .0 .0 1466.9 .0 377.4 51.7 516.80 .40 .00 7.63 .00 .000 .040 .000 .000 503.42 1077.50 .002586 130. 100. 60. 2 0 0 .00 177.01 1254.50 - SECNO 36360.000 CHIMP CLSTA- 1145.00 CELCH- 504.00 BW- 120.00 STCNL. 1036.40 STCHR- 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL. 1036.40 STCHR- 1245.00 EXCAVATION DATA AEX- 1532.7SQ -FT VEXR- 14.1X -CU-YD VEXT- 19.1K -CU-YD HALFF ASSOC, SURV. SECN. •H• (1- 29 -85) BAF 36360.000 11.59 513.59 .00 .00 514.47 .89 .64 .01 520.20 11200.0 .0 11200.0 .0 .0 1480.7 .0 387.2 52.8 517.33 .42 .00 7.56 .00 .000 .035 .000 .000 502.00 1056.26 .001926 290. 290. 290. 2 0 0 .00 177.47 1233.74 - SECNO 38220.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR- 1.6K -N -YD VEXT- 20.7K -CU -YD 3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 8.84 512.84 .00 .00 515.33 2.49 .06 .80 518.30 11200.0 .0 11200.0 .0 .0 885.3 .0 388.3 53.0 515.47 .42 .00 12.65 .00 .000 .015 .000 .000 504.00 1031.41 .001106 40. 40. 40. 3 0 0 .00 100.18 1131.59 1 18JUL00 15:07:16 S DEPTH CWSEL CRIWS WSELK EG HV HL OI.OSS L -BANK ELEV Q QLOB QCH OROS ALOB ACH AR VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN "IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR 74OPWID ENDST - SECNO 38232.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR= .3K -CU -YD VEXT- 21.OK -CU -YD BOTTOM OP 6.5' DROP STRUCIVRE 38232.000 S.B7 512.87 .00 .00 515.35 2.48 .01 .00 518.10 11200.0 .0 11200.0 .0 .0 887.0 .0 388.5 53.0 515.47 .42 .00 12.63 .00 .000 .015 .000 .000 504.00 1031.41 .001100 12. 12. 12. 0 0 0 .00 100.18 1133.59 - SECNO 38235.000 CHIMP C1STA. 1081.50 CELCH- 510.50 BW- 100.00 STCHL- 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX. ?.ISO-FT VEXR- .OK -CU -YD VEXT. 21.OX -CU-YD 3301 HV MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE- 1 TARGET- 120.000 ELENCL- 525.00 ELENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 7.29 517.79 517.79 .00 521.41 3.62 .00 .57 518.09 11200.0 .0 11156.6 43.4 .0 729.7 22.0 388.6 53.0 515.47 .42 .00 15.29 1.97 .000 .015 .050 .000 510.50 1031.43 .001963 3. 3. 3. 20 15 0 .00 110.07 1141.50 - SECNO 38255.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA AEX- 111.OSQ -FT VEXR- .OK -N -YD VEXT- 21.1K -CU -YD 3280 CROSS SECTION 38255.00 EXTENDED .57 FEET 1 18JUL00 15:07:16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANX ELEV Q OWE, QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS- 1006.5 3156.5 TYPE- 1 TARGET- 150.000 ELENCL. 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLAW HALFF ASSOC. SURV. SECN. PAGE 19 PAGE 20 PAGE 21 38255.000 10.47 520.97 517.65 .00 522.17 1.21 .04 .72 525.00 11200.0 .0 1 093 8.9 261.1 .0 1229.2 73.7 389.1 53.1 515.70 .42 .00 8.90 3.54 .000 .035 .050 .000 510.50 1006.50 .002391 20. 20. 20. 23 5 0 .00 150.00 1156.50 • SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH- 510.50 BW. 45.00 STCHL- 2630.00 STCHR. 2890.00 EXCAVATION DATA REX- 259.2SQ -FT VEXR. .4K-CU-YD VEXT. 21.SK -CU -YD 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMITS OF COPPELL 38315.000 11.46 521.96 .00 .00 522.48 .52 .10 .21 521.75 11200.0 .0 11200.0 .0 .0 1937.3 .0 391.3 53.3 520.75 .42 .00 5.78 .00 .000 .035 .000 .000 510.50 2630.00 .001295 60. 60. 60. 3 0 0 .00 260.00 2890.00 CCHV- .100 CEHV- .300 - SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .68 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE. I TARGET- 260.000 ELENCL- 529.20 ELENCR. 529.20 DS FACE W BOUND I.H.635 ('n' Values, Channel stations and enC- Chs-ts have been COrreCted through 635 by A.H.H.) 38380.000 10.44 521.84 .00 .00 522.71 .87 .12 .10 51540 11200.0 856.7 9634.9 708.4 76.8 1436.6 64.1 393.9 53.7 515..40 .42 11.15 6.71 11.05 .015 .045 .015 .000 511.40 2646.15 .002799 65. 65. 65. 2 0 0 .00 233.77 2879.92 1 18JUL00 15:07:16 SECNO DEPTH CWSEL CRIWS WSELK ED MV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TVA R -BANK ELEV TIME V140 VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XIOBL XL.CH XLOBR ITRIAL IDC ICONP CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COPQ BOLEN BWC BWP BARER SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 • SECNO 78420.000 CLASS A DOW FLOW 3420 BRIDGE N.S.- 521.81 BRIDGE VELOCITY- 5.69 CALCULATED CHANNEL AREA- 1969. EGPRS EGLWC H3 QWEIR QLOK BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 522.77 .05 0. 11200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 EL CH. 529.20 U.S. FACE W. BOUND IH 635 38420.000 10.39 521.89 .00 .00 522.77 .88 .06 .00 515.50 11200.0 849.2 9648.5 702.3 75.6 1426.7 63.1 395.3 53.9 515.50 .42 11.24 6.76 11.13 .015 .045 .015 .000 511.50 2646.34 .002867 40. 40. 40. 0 0 0 .00 233.42 2879.76 • SECND 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 VALLEY SECT BTWN I.H. 635 BRIDGES 38500.000 10.31 522.11 .00 .00 523.01 .90 .23 .01 515.80 11200.0 838.7 9667.8 693.6 73.8 1412.7 61.7 398.2 54.3 515.80 .43 11.36 6.89 11.25 .015 .045 .015 .000 511.80 2646.61 .002974 80. 80. 80. 0 0 0 .00 232.92 2879.53 • SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 DS FACE E. BOUND I.H.635 38580.000 10.12 522.32 .00 .00 523.27 .95 .25 .01 516.20 11200.0 812.7 9715.2 672.1 69.7 1378.5 58.2 401.0 54.8 516.20 .43 11.66 7.05 11.55 .015 .045 .015 .000 512.20 2647.28 .003260 80. 80. 80. 1 0 0 .00 231.69 2878.97 1 18JUL00 15:07:16 SECNO DEPTH CWSEL CRIWS NEELK EG HV HL OIOSS L -BANK ELEV Q QLOB QCH QROB AU3B ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTW ELMIN SSTA SLOPE XIOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BHP BARER SS ELC'HU EL,C7m 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 • SECNO 38620.000 CLASS A LOW F10W 3420 BRIDGE W.S.- 522.29 BRIDGE VELOCITY- 6.28 CAI.CUTATEO CHANNEL AREA- 1784. EGPRS EGLWC H3 QWEIR QLOW BARER TRAPEZOID ELLC ELTRD WEIRL.N AREA .00 523.35 .06 0. 11200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE. 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 US FACE E. BOUND I.H.635 38620.000 10.09 522.39 .00 .00 523.35 .96 .07 .00 516.30 11200.0 805.7 9728.0 666.3 68.6 1369.3 57.3 402.4 55.0 516.30 .43 11.75 7.10 11.63 .015 .045 .015 .000 512.30 2647.96 .001342 40. 40. 40. 0 0 0 .00 231.36 2878.82 1490 NH CARD USED • SECNO 38670.000 1530 MANNINGS N VALALES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1339.0 1846.0 TYPE. 1 TARGET- 507.000 50' U.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 HALF? ASSOCIATES TOED (KHH) 38670.000 17.60 522.69 .00 .00 523.53 .83 .17 .01 516.00 11200.0 2348.6 8715.3 136.2 558.3 1089.9 41.2 404.2 55.3 517.00 .43 4.21 8.00 3.31 .050 .053 .050 .000 50509 1538.07 .003379 50. 50. 50. 2 0 0 .00 289..39 1827.46 1490 NH CARD USED •SECN0 38889.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1000.0 1648.0 TYPE- 1 TARGET- 648.000 NDM XSECTION - BEGIN BERM(REVISED FOR THIS MODEL PER 2 -2000 1 1BJUL00 15:07:16 HALFF ASSOCIATES TOPO WNW 38889.000 17.98 523.84 .00 .00 524.23 .39 .66 .04 517.00 11200.0 2606.3 3734.6 4859.2 742.3 593.7 1054.5 415.2 57.4 515.00 .45 3.51 6.29 4.61 .053 .060 .050 .000 505.86 1168.64 .002475 268. 219. 216. 2 0 0 .00 419.36 1648.00 1490 NH CARD USED • SECNO 39016.000 3470 ENCROACHMENT STATIONS- 1360.0 1782.0 TYPE- 1 TARGET- 422.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 PAGE 22 PAGE 23 PAGE 24 HALF? ASSOCIATES TOPO (KHH) 6 LEFT BANK ENCROACHMENT 39016.000 17.86 524 -20 .00 .00 524.53 .33 .29 .01 520.00 ..21 11200.0 493.4 10631.2 75.4 169.2 2262.4 47.1 422.1 58.7 523.00 .45 2 -92 4.70 1.60 .050 .055 .050 .000 506.34 1360.00 .002352 183. 127. 70. 0 0 0 .00 422.00 1782.00 1490 NH CARD USED • SECNO 39403.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 _.;a HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK ENCROACHMENT ♦ SHALE 39403.000 17.56 525.06 .00 .00 525.25 .18 .70 .01 515.00 11200.0 6682.6 4352.8 164.5 1754.7 1544.2 129.1 445.6 63.7 524.00 .48 3.81 2.82 1.27 .050 .079 -050 .000 507.50 1137.89 .001727 278. 387. 216. 2 0 0 .00 958.76 2096.65 • SECNO 39768.000 PROFILE SECTION 2 - SURVEY SECTION 25 (REVISED FOR THIS ..4 MODEL PER 2 -2000 HALFP ASSOCIATES TOPO (KHH). LEFT ENCROACH ♦ SW 39768.000 13.32 525.22 .00 .00 525.83 .61 .46 .13 528.00 11200.0 .0 11200.0 .0 .0 1790.4 .0 462.0 66.6 528.00 .50 .00 6.26 .00 .000 .040 .000 .000 511.90 1008.33 .001507 91. 365. 364. 2 0 0 .00 193.94 1202.27 • SECNO 39800.000 DOWNSTREAM OF PROPOSED REGENT ROAD BRIDGE..0 39800.000 13.14 525.14 .00 .00 525.95 .81 -OS .06 528.00 11200.0 .0 11200.0 .0 .0 1550.0 .0 463.2 66.7 528.00 .50 .00 7.23 .00 .000 .040 .000 .000 512.00 1005.73 .001959 32. 32. 32. 2 0 0 .00 162.54 1168.27 1 19JULOO 15:07:16 PAGE 25 SECNO DEPTH CWSEL CRIME WSELK EG KV HL OI.OSS L -BANK EL" Q QL.OB QCH QROB ALOB ACH ARGO VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COPQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.27 2.50 .00 138.00 4.00 1584.00 2.00 515.00 515.15 • SECNO 39865.000 CLASS A LOW FLOW 3420 BRIDGE W.S.- 525.01 BRIDGE VELOCITY- 7 -33 CALCULATED CHANNEL AREA- 1542. EGPRS EGLWC H3 QWEIR QIAW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 526.01 .05 0. 11200. 1584. 2117. 52.20 534.20 0. 3495 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLEA- 534.20 ELREA- 534.20 UPSTREAM OF PROPOSED REGENT ROAD BRIDGE -' 39865.000 13.19 525.19 .00 -00 526.01 -82 .06 .00 520.15 11200.0 .0 11200.0 .0 .0 1540.7 .0 465.5 67.0 528.15 -50 .00 7.27 .00 .000 .040 .000 .000 512.00 1005.92 .002002 65. 65. 65. 0 0 0 -00 162.16 1168 -08 • SECNO 39900.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) CHANNEL IMPROVEMENT 39900.000 13.10 525.30 .00 .00 526.08 .78 -07 .00 528.00 11200.0 .0 11200.0 .0 .0 1575.5 .0 466.7 67.1 528.00 .50 .00 7 -11 .00 .000 -040 .000 .000 512.20 1008.10 .002027 35. 35. 35. 2 0 0 .00 175.60 1183.70 • SECNO 40208.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) - 40208.000 13.11 526.01 .00 .00 526.66 .65 .56 .01 528.00 11200.0 .0 11200.0 .0 .0 1728.8 .0 478.4 68.4 528.00 .51 .00 6.48 .00 .000 .040 .000 .000 512.90 1005.97 .001656 308. 308. 308- 2 0 0 .00 190.66 1196.63 1 18JUL00 15:07:16 PAGE 26 SEQ10 DEPTH Ct4SB1. CRINS NEVA ED HV HL GLOSS L -BANK ELEV Q QLGB QCN QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VL.OB VCH VROB XML XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XI.OBR ITRIAL IDC ICONT CORAR TOPHID ENDST • SECRO 40408.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40408.000 12.93 526.33 .00 .00 527.01 .68 .34 .01 528.00 11200.0 .0 11200.0 .0 .0 1691.3 -0 486.3 69.3 528.00 .52 .00 6.62 .00 .000 .040 .000 -000 513.40 1005.01 .001760 200. 200. 200. 2 0 0 .00 188.90 1193.91 1490 NH CARD USED • SECNO 40635.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1 -79 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK SHALE 40635.000 14.59 527.09 .00 .00 527.26 .17 .20 .05 528.00 11200.0 .0 6369.3 4830.7 .0 1945.7 1453 -9 499.1 70.7 523.00 .54 .00 3.27 3.32 .000 .044 .049 .000 512.50 1868.02 .000550 180. 220. 220. 2 0 0 .00 375.54 2243.56 1490 NH CARD USED • SECNO 40698.000 _ 1530 MANNINGS N VALUES FOR CHANNEL COIPOSITED NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK SHALE 40698.000 12.07 527.17 .00 .00 527.33 .16 .07 .00 528.00 11200.0 .0 3106.9 8093.1 .0 876.7 2579.1 506.7 71.7 524.00 .55 .00 3.54 3.14 .000 .047 -051 .000 515.10 1753.30 .000966 152. 155. 55. 2 0 0 .00 584.12 2337.42 1490 NH CARD USED • SECNO 41138.000 1530 MANNINGS N VALUES FOR CHANNEL COMFOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - -68 CHANNEL IMPROVEMENT DATA (REVISED FOR THIS 1 18JUL00 15:07:16 PAGE 27 MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) ADD SHALE 41138.000 9.35 527.55 .00 .00 527.67 .12 -33 .00 528.00 7900.0 .0 2592 -7 5307.3 .0 766.5 2233.7 532.9 76.7 525.50 .58 .00 3.38 2.38 -000 .04B .062 .000 518.20 1831.26 .001033 96. 100. 440. 2 0 0 .00 S88.90 2420.15 • SECNO 41340.000 3301 KV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41340.000 8.73 527.53 .00 .00 528.22 .69 .38 .17 530.00 7900.0 .0 7900.0 .0 .0 1185.6 .0 546.4 79.2 530.00 .59 .00 6.66 .00 .000 .040 .000 .000 518.80 1007.26 .002308 200. 215. 340. 2 0 0 .00 161.47 1168.74 -SECNO 41471.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TORO (KHH) 41471.000 8.57 527.70 .00 .00 528.68 .98 .37 .09 530.00 7900.0 .0 7900.0 .0 .0 994.1 .0 549.7 79.7 530.00 .60 .00 7.95 .00 .000 1040 .000 .000 519.13 1006.99 .003506 131. 131. 131. 2 0 0 .00 142.03 1149.01 'SECNO 41703.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TORO (KHH) 41703.000 8.87 528.57 .00 .00 529.45 .88 .76 .01 530.00 7900.0 .0 7900.0 .0 .0 1050.3 .0 555.2 80.4 530.00 .61 .00 7.52 .00 .000 .040 .000 .000 519.70 1004.58 .003048 232. 232. 232. 2 0 0 .00 146.83 1151.42 'SECNO 42040.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.58 100' DS LOYAL LANE (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TORO (KHH) 42040.000 9.21 529.71 .00 .00 530.11 .40 .62 -05 530.00 7900.0 .0 7900.0 .0 .0 1557.5 .0 565.2 81.8 530.00 .63 .00 5.07 .00 .000 .040 .000 .000 520 -50 1000.91 .001216 337. 337. 337. 2 0 0 .DO 198.17 1199.09 1 18JULOO 15:07:16 PAGE 28 SECNO DEPTH CYISEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOS QCH QROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VIAB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH )LOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED 'SECNO 42138.000 3265 DIVIDED FLOW 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TORO (KHM) 42138.000 9.79 530.79 530.79 .00 531.41 .62 .23 .07 530.00 7900.0 3328.4 4003.0 568.6 1069.2 477.6 316.2 569.1 83.7 530.00 .63 3.11 8.38 1.80 .045 .045 .050 .000 521.00 1017.49 .006183 98. 98. 98. 20 9 0 .00 1481.54 3169 .94 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 529.57 NOT 530.79 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LAW FLOW CONTROLS) SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHV ELCHD 1.05 2.27 -2.50 .00 8.00 4.00 316.93 4.00 519.85 519.84 -SECNO 42200.000 6870 D.S. ENERGY OF 531.41 IS HIGHER THAN COMPUTED ENERGY OF 531.39 3265 DIVIDED FLOW PRESSURE AND WEIR FLAW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAR EA TRAPEZOID ELLC ELTRD WEIRLN AREA 552.68 533.65 00 6632. 1299. 317. 349. 528.71 530.86 1235. 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3710 WSEL ASSUMED BASED ON MIN DIFF US FACE RADIO RD SECT #26 42200.000 10.07 531.17 .00 .00 531.76 .59 .00 .00 530.10 7900.0 3074.5 4140.0 685.5 1321.1 499.6 466.7 572.0 85.9 530.10 .63 2.33 8.29 1.47 .065 .045 .070 .000 521.10 1016.97 .005690 62. 62. 62. 20 0 5 .00 1627.81 3200.07 1 18JULOO 15:07:16 PAGE 29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QL.OB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLABR ITRIAL _ IDC ICONT CORAR TOPWID ENDST -SE CN0 42280.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3.02 PROFILE SECTION BB - SURVEY SECTION 27 42280.000 11.18 531.88 .00 .00 531.93 .05 .11 .05 522.00 7900.0 3963.9 764.3 3171.8 2867.7 197.3 2390.8 579.2 89.2 522.50 .65 1.38 3.87 1.33 .065 .045 .070 .000 520.70 780.00 .000624 80. 80. 80. 2 0 0 00 1961.30 2741.30 'SECNG 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .44 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 8.83 533.73 .00 .00 534.02 .29 2.02 .07 526.80 7900.0 3331.4 2165.8 2402.7 933.8 319.6 1566.6 728.8 150.5 531.90 .77 7.57 6.78 1.53 .065 .095 .070 .000 52490 1412.46 .003294 1800. 2030. 1300. 3 0 0 .00 1594..36 3006.82 -SECNO 45820.000 PROFILE SECTION DD - SURVEY SECTION 29 45820.000 7.23 539.03 00 00 539.34 .31 5.31 .00 533.00 7900.0 3948.2 1476.4 2475.4 1277.4 180.7 884.6 801.8 190.9 533.10 .86 3.09 8.17 2.80 .065 .045 .070 .000 53180 1271 -51 .004958 1400. 1620. 1000. 4 0 0 .00 1399..80 2671.32 'SECNO 47450.000 7302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.50 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.34 543.44 .00 .00 543.61 .18 4.27 .01 535.80 7900.0 4751.6 1276.1 1872.3 2182.9 190.9 752.9 883.7 231.8 535.40 .99 2.18 6.68 2.49 .065 .045 .070 .000 532.10 1320.71 .002205 1250- 1630. 1350. 4 0 0 .00 1372.71 2693.93 7 18JULOO 15:07:16 PAGE 30 S ECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOS VCH VROB KUL XNCH XNR WTN ELMIN SSTA SLOPE XLABL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNG 47540.000 3265 DIVIDED FLAW 100' DS COUNTY LINE RD 47540.000 12.29 543.49 .00 00 543.83 .33 16 .05 542.30 7900.0 3071.9 4065.3 762.8 1888.6 646.1 590.6 888.2 234.2 542.20 .99 1.63 6.29 1.29 .065 .045 .070 .000 531.20 225.01 .002608 10. 90. 200. 2 0 0 .00 1912.46 2137.49 ; SECN0 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.68 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 13.19 543.89 .00 .00 543.99 .11 .15 .02 541.80 7900.0 3867.1 2894.0 1138.9 3080.8 718.7 1100.7 897.4 238.8 541.70 1 -00 1.26 4.03 1.03 .065 .045 .070 .000 530 .70 108.85 .000927 100. 100. 100. 2 0 0 .00 2084.16 2193.00 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BHP BAREA SS ELCHU ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 • SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 4.26 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 5.08 PRESSURE AND WE FLOW, Weir Submergence Based m OGEE Shape EGPRS EGLWC H3 QNEIR QPR BARER TRAPEZOID ELLC ELTRD WEIRLN AREA 558.98 544.00 .01 3509. 4393. 417. 416. 540.40 541.70 80. U -S. FACE COUNTY LINE RD SECT •31 47670.000 17.85 548.55 .00 .00 548.56 .01 4.56 .00 541.80 7900.0 4890.4 1144.9 1864.8 9888.9 1092.2 4313.8 904.3 240.3 541.70 1.02 .49 1.05 .43 .065 .045 .070 .000 530.70 50.00 .000036 30. 30. 30. 0 0 3 .00 2250.00 2300.00 1 ISJULOO 15:07:16 PAGE 31 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS L -BANK ELEV Q OLDS QCII OROS ALOB ACH ARON VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIL)BR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECHO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 3.95 FEET 50' U.S. COUNTY LINE RD 47720 -D00 17.55 548.55 .00 .00 548.56 .01 .00 -00 542.10 7900.0 4873.3 1182.3 1844.4 9444.9 1066.3 4098.3 921.5 242.9 592.00 1.04 .52 1.11 .45 .065 .045 .070 .000 531.00 50.00 .000042 50. 50. 50. 2 0 0 .00 2250.00 2300.00 • SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .87 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .59 PROFILE SECTION GO - SURVEY SECTION 32 48350.000 13.17 548.57 .00 .00 548.60 .03 .04 .01 543.40 7900.0 2519.8 3316.6 2063.6 3993.9 1861.2 2709.3 1058.6 266.8 539.10 1.17 .63 1.78 .76 .065 .095 .070 .000 535.40 1035.69 .000120 600- 630. 300. 0 0 0 .00 1864.31 2900.00 1 18JUL00 15:07:16 PAGE 32 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 100 YEAR PIS ENCROACHMENT RUN T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 7 495.72 J2 NP OF IPLOT PRFVS XSECV XSECH FN AI.LDC IEW CHNIM ITRACE 15 0 -1 1 18JUL00 15:07:16 PAGE 33 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -HANK ELEV Q QLOB QCH QROB ALOE ACH ARON VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA LOPE XBL XLCH XI,OBR S LO ITRIAL IDC ICONT CORAR TOPWID ENDST -PROF 2 0 CCHV- .100 CEHV- .300 - SECNO 27620.000 2800 HAT Q1- 2117.56 WSELK- 495.60 ENC 01- 2117.56 WSEL- 496.00 RATIO- .0000 NAT Q1- 2338. RATIOS IDS, CH, ROB. .2927 .6829 .0244 WSEL. 496.00 3470 ENCROACHMENT STATIONS. 1548.1 1992.0 TYPE- 4 TARGET- .094 •••••NOTE:SB CARD WEIR COEFF- CHG•D. TO -2.5 TO MATCH PIS ..... STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 20.22 495.72 .00 495.60 496.68 .96 .00 .00 494.80 10500.0 2470.0 8030.0 .0 927.1 903.0 .0 .0 .0 489.00 .00 2.66 8 -89 .00 .065 .045 .000 .000 475.50 1548.08 .003027 50. 50. 50. 0 0 0 .00 443.92 1992.00 CCHV. .100 CEHV- .300 • SECNO 30130.000 2800 NAT Q1- 1653.56 WSELK- 502.18 ENC 01. 1653.56 WSEL- 502.58 RATIO= .0000 NAT Q1- 1774. RATIOS LOB, CH, ROB- .4415 .5580 .0005 WSEL- 502.58 3470 ENCROACHMENT STATIONS- 2094.5 2222.0 TYPE- 4 TARGET- .068 PROFILE SECTION T - SURVEY SECTION 19 30130.000 19.23 502.93 .00 502.18 504.05 1.12 7.31 .05 492.30 10500.0 4378.4 6121.6 .0 756.2 613.6 .0 74.6 11.6 501.90 .07 5.79 9.98 .00 .065 .045 .000 .000 483.70 2099.49 .003623 1600. 2510. 2000. 2 0 0 .00 127.51 2222.00 CCHV. .300 CEHV- .500 • SECNO 30189.000 3470 ENCROACHMENT STATIONS- 2155.5 2245.5 TYPE- 2 TARGET- 90.000 30189.000 16.14 502.94 .00 502.14 504.48 1.54 .23 .21 10000000 . 10500.0 .0 10500.0 .0 .0 1053.4 .0 76.2 11.8 100000. 00 .08 .00 9.97 .00 .000 .045 .000 .000 486.80 2155.50 .004044 59. 59. 59. 2 0 0 .00 90.00 2245.50 • SECNO 30190.000 BTCARD, BRIDGE STENCL. 2155.50 STENCH- 2245.50 1 18JUL00 15:07:16 PAGE 34 SE DEPTH CWSEL CHINS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH OROS ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WIN EIMIN SSTA SLOPE XLOBL XLCH XIABR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .48 3370 NORMAL BRIDGE, NRD- 2 WIN ELTRD. 513.30 MAX ELLC- 510.40 3470 ENCROACHMENT STATIONS. 2155.5 2245.5 TYPE- 2 TARGET- 90.000 PRO PILE SECTION U - SURVEY SECTION 20 ST.I.OUIS- SOUTHWESTERN R.R. 30190.000 16.00 502.80 .00 501.97 504.64 1.84 .01 .15 100000.00 10500.0 .0 10500.0 .O .0 965.1 .0 76.3 11.8 100000.00 .06 .00 10.88 .00 .000 .045 -000 .000 486.80 2155.50 .017617 I. 1. I. 12 0 0 .00 84.00 2245.50 • SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 3470 ENCROACHMENT STATIONS- 2155.5 2245.5 TYPE- 2 TARGET- 90.000 3020 0. 000 16.29 503.09 - .00 502.40 504.84 1.75 .17 .03 100000.00 10500.0 .0 10500.0 .0 .0 989.3 .0 76.5 11.8 100000.00 .08 .00 30 -61 .00 .000 .045 .000 .000 486.80 2155.50 - 016574 30. 10. 10. 2 0 0 .00 84.00 2245.50 • SECNO 30201.ODO 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.19 3470 ENCROACHMENT STATIONS- 2155.5 2245.5 TYPE. 2 TARGET- 90.000 30201.000 16.76 503.56 .00 502.98 504.95 1.39 .01 .11 100000.00 10500.0 .0 10500.0 .0 .0 1109.6 .0 76.5 11.8 100000.00 .08 .00 9.46 .00 .000 .045 .000 .000 486.80 2155.50 .003457 1. 1. 1. 2 0 0 .00 90.00 2245.50 1 ISJULOD 15:07:16 SECMO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q OLDS QCH OROS ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV- .300 CEHV- .300 -SECNO 30250.000 1301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 2067.0 2222.0 TYPE- 1 TARGET- 155.000 30350.000 20.63 504.43 .00 504.02 505.15 .72 .33 .07 492.40 10500.0 4980.4 5519.6 .0 1037.4 672.7 .0 78.1 13.9 100000.00 .08 4.80 8.21 .00 .065 .045 .000 .000 483.80 2067.00 .002242 49. 49. 49. 2 0 0 .00 155.00 2222.00 -SECNO 31310.000 3470 ENCROACHMENT STATIONS- 1734.0 1920.0 TYPE- 1 TARGET. 186.000 31310.000 18.76 506.56 .00 506.15 507.15 .59 1.99 .O1 490.70 10500.0 6086.4 4413.6 .0 1198.5 594.5 .0 112.8 15.2 100000.00 .12 5.08 7.42 .00 .065 .045 .000 .000 487.80 1734.00 .002192 750. 1060. 500. 2 0 0 .00 180.55 1914.55 .SECNO 31480.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .52 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509 '10 U LC. EL 506.10 3470 QICROACHMENT STATIONS- 1000.0 2700.0 TYPE. 1 TARGET. 1700.000 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 18.91 506.91 .00 506.44 507.92 1.01 .64 .13 509.10 10500.0 .0 10500.0 .0 .0 1300.0 .0 11 8.8 35.7 509.10 .13 .00 8.08 .00 .000 .045 .000 .000 488.00 1795.95 .008085 170. 170. 170. 2 0 0 -96.70 139.05 1915.00 -SECNO 31500.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 1 18JUL00 15:07:16 SECNO DEPTH CWSEL CHINS WSELK EG HV HL OLOSS L -BANK ELEV Q OLDS QCH QROB AUJB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB - XNCH XNR WTN ELMIN SSTA SIAPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS- 1000.0 2700.0 TYPE- 1 TARGET- 1700.000 31500.000 19.07 507.07 .00 506.60 50..08 1.01 .16 .OD 509.10 10500.0 .0 10500.0 .0 .0 1300.0 .0 119.4 15.8 509.10 .13 .00 8.08 .00 .000 .045 .000 .000 488.00 1795.88 .008085 20. 20. 20. 2 0 0 - 115.55 119.12 1915.00 -SECNO 31550.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.54 3470 ENCROACHMENT STATIONS- 1000.0 2500.0 TYPE- 1 TARGET- 1500.000 31550.000 19.80 508.00 .00 507.48 508.29 .28 .13 .07 491.10 10500.0 6739.7 3760.3 .0 2148.6 649.5 .0 121.8 16.2 509.60 .13 3.14 5.79 .00 .065 .045 .000 .000 488.20 3377.51 .001252 50. 50. 50. 2 0 0 .00 539.19 1916.71 CCHV- .100 CEHV- .300 •SECNO 31750.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.80 3470 ENCROACHMENT STATIONS- 1000.0 1268.0 TYPE- 1 TARGET- 268.000 HALFF ASSOC. SURV. SECN. AA 31750.000 19.60 508.24 .00 507.79 508.42 .18 .12 .01 559.60 10500.0 .0 10500.0 .D .0 3058.8 .0 134.7 17.9 100000.00 .15 .00 3.43 .00 .000 .045 .000 .000 488.64 1005.74 .000388 18 D. 200. 220. 2 0 0 .00 246.61 1252.34 -SECNO 32740.000 7470 ENCROACHMENT STATIONS- 1000.0 1293.5 TYPE- I TARGET- 293.500 HALFF ASSOC. SUAV. SECN. BR 32740.000 15.59 508.66 .00 508.26 508.88 .22 .45 .01 561.47 10500.0 .0 10500.0 .0 .0 2811.4 .0 201.4 23.5 100000.00 .22 .00 3.73 .00 .000 .045 .000 .000 493.07 1011 .84 .000528 990. 990. 990. 2 0 0 .00 253.54 1265.38 1 18JUL00 15:07:16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OIpSS L -BANK ELEV Q QLOB OCR QROB AIAB 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 34045.000 3470 ENCROACHMENT STATIONS. 1000.0 1351.0 TYPE- 1 TARGET- 351.000 HALFF ASSOC. SURV. SECN. CC 34045.000 16.33 509.43 .00 509.11 509.67 .24 .79 .O1 568.50 10500.0 .0 305DO.0 .0 .0 2644.0 .0 283.1 33.3 100000.00 .31 .00 3.97 .00 .000 .045 .000 .000 493.10 1033.66 .000694 1305. 1305. 1305. 2 0 0 .00 265.85 1299.51 ; SECNO 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 3470 ENCROACHMENT STATIONS- 1000.0 1334.0 TYPE. 1 TARGET- 334.000 HALFF ASSOC. SURV. SECN. DD 34330.000 11.53 509.60 .00 509.30 510.00 .40 .28 .11 568.23 10500.0 .0 30500.0 .0 .0 2071.7 .0 298.6 33.0 100000.00 .33 .00 5.07 .00 .000 .045 .000 .000 498.07 1035.59 .001498 285. 285. 285. 0 0 0 .00 259.89 1295.48 -SECNO 34870.000 3470 ENCROACHMENT STATIONS- 1000.0 1332.0 TYPE- 1 TARGET- 332.000 HALFF ASSOC. SURV. SECN. EE 34870.000 9.22 510.48 .00 510.28 510.97 .49 .94 .03 569.25 105D0.0 .0 10500.0 .0 .0 1872.0 .0 323.0 36.2 100000.00 .35 .00 5.61 .00 .000 .045 .000 .000 501.26 1033.49 .002055 540. 540. 540. 2 0 0 .00 255.58 1289.07 •SECNO 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC. 514.10 3470 ENCROACHMENT STATIONS- 1000.0 1302.0 TYPE. 3 TARGET- 302.000 HALFF ASSOC. SURV. SECN. FF MOVED 120' D.S. TO FACE FREEPORT PKWY 35450.000 10.74 511.64 .OD 511.53 512.15 .51 3.18 .01 514.20 10500.0 .0 10500.0 .0 .0 1837.8 .0 347.7 39.5 1D0000.00 .38 .00 5.71 .00 .000 .045 .000 .000 500.90 1030.42 .002D00 580. 580. 580. 2 0 0 .00 239.20 1269.61 18JULOO 15:07:16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLDS S L -BANK ELEV Q QLOB QCH OROS ALOB ACH ARDS VOL TWA R -RANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XL013R ITRIAL IDC ICONT CORAR TOPWID ENDST -SECNO 35570.000 PAGE 35 PAGE 36 PAGE 37 PAGE 38 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD. 520.30 MAX ELLC- 514.10 3470 ENCROACHMENT' STATIONS- 1000.0 1302.0 TYPE- 1 TARGET- 302.000 HALFF ASSOC. SURV. SECN. PF U.S. FACE FREEPORT PKWY 35570.000 11.00 511.90 .00 511.81 512.38 .47 .23 .00 514.20 10500.0 .0 10500.0 .0 .0 1901.2 .0 352.9 40.2 100000.00 .39 .00 5.52 .00 .000 .045 .000 .000 500.90 1029.60 .001803 120. 120. 120. 2 0 0 .00 240.81 1270.41 - SECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 3470 ENCROACHMENT STATIONS- 1000.0 1116.0 TYPE- 1 TARGET - 316.000 35770.000 12.37 512.18 .00 512.10 513.04 .85 .54 .11 570.91 11200.0 .0 11200.0 .0 .0 1512.3 .0 360.7 41.3 100000.00 .39 .00 7.41 .00 .000 .045 .000 .000 499.81 1034.78 .004404 200. 200. 200. 2 0 0 .00 240.13 1274.91 . SECNO 35970.000 CHIMP CLSTA- 1131.00 CELCH- 503.20 BW- 180.00 STCHL- 1000.00 STCHR. 1264.90 CHIMP CLSTA- 1131.00 CELCH- 501.20 BW- 20.00 STCHI+ 1000.00 STCHR- 1264.90 EXCAVATION DATA AEX. 1557.1SQ -FT VEXR. .OK -N -YD VEXT- .OK -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATI0 - 1.98 3470 ENCROACHMENT STATIONS- 1000.0 1264.9 TYPE- I. TARGET. 264.900 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NATURAL CHANNEL) - - -- APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL 35970.000 11 .84 513.D4 .00 512.99 513.47 .43 .40 .04 566.87 11200.0 .0 11200.0 .0 .0 2117.8 .0 369.0 42.4 100000.00 .40 .00 5.29 .00 .000 .040 .000 .000 503.20 1011.98 .001128 200. 200. 200. 2 0 0 .00 239.04 1250.53 1 18JUL00 15:07:16 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 XLDBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV- -300 CERV= .500 - SECNO 36070.000 CHIMP CLSTA- 116600 CELCH- 503.42 BW- 120.00 STCHL- 1060.33 STCHR- 1266.15 CHIMP CLSTA- 1166..00 CELCH- 501.42 BW- 20.00 STCHL- 1060.33 STCHR- 1266.15 EXCAVATION DATA ABX- 1101.7SQ -FT VEXR- 4.9K -CU -YD VEXT- 4.9K -CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 3470 ENCROACHMENT STATIONS- 1000.0 1300.0 TYPE. 1 TARGET- 300.000 36070 -36140 MOVED 70' O.S. HALFF ASSOC. SURV. SECN. "A" (1- 29 -85) BAP EXTENDED FROM TOPO 36070.000 11.55 512.97 .00 512.92 513.87 .89 .16 .23 518.64 11200.0 .0 11200.0 .0 .0 1976.3 .0 373.1 42.9 516.80 .41 .00 7.59 .00 .000 .040 .000 .000 501.92 1077.34 .002538 130. 100. 60. 2 0 0 .00 177.32 1254.66 - SECNO 36360.000 CHIMP CLSTA- 1145.00 CELCH= 509.00 BW- 120.00 STCHL. 1036.40 STCHR- 1245.00 CHIMP CLSTA- 1145.00 CELCH- 502.00 BW- 20.00 STCHL- 1036.40 STCHR. 1245.00 EXCAVATION DATA AEX- 1532.7SQ -FT VEXR- 14.IX -CU -YD VEXT- 19.1K -CU-YD 3470 ENCROACHMENT STATIONS- 1000.0 1245.0 TYPE- 1 TARGET- 245.000 HALF P ASSOC. SURV. SECN. "B- (1- 29 -85) BAF 36360.000 11.62 513.62 .00 513.59 514.50 .88 .63 .00 520.20 11200.0 .0 11200.0 .0 .0 1487.2 .0 383.0 44.1 100000.00 .42 .00 7.53 .00 .000 .035 .000 .000 502.00 1056.15 .003901 290. 290. 290. 2 0 0 .00 17].69 3233.85 - SECNO 38220.000 CHIMP CLSTA- 1081.50 CEI.CH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4 SQ -FT VEXR- 1.6K -CU-YD VEXT- 20.7K -CU-YD 1 18JUL00 15:07:16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLDS S L -BANK ELEV Q owe QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLAB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 KV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 1000.0 1250.0 TYPE- 1 TARGET- 250.000 BEGIN CONCRETE LINING 38220.000 8.89 512.89 .00 512.84 515.35 2.46 .06 .79 518.30 11200.0 .0 11200.0 .0 .0 889.9 .0 384.1 44.2 515.97 .42 .00 12.59 .00 .000 .015 .000 .000 504.00 1031.91 .001088 40. 40, 40. 3 0 0 .00 100.18 1131.59 - SECNO 38232.000 CHIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL. 1031.36 STCHR- 1131.61 EXCAVATION DATA AEX- 658.4SQ -FT VEXR. .3K -N -YD VEXT- 21.OK -CU -YD 3470 ENCROACHMENT' STATIONS- 1000.0 1250.0 TYPE- 1 TARGET- 250.000 BGITOM OF 6.5' DROP STRUCTURE 38232.000 8.92 512.92 .00 512.87 515.37 2.45 .01 .00 518.10 11200.0 .0 11200.0 .0 .0 891.7 .0 384.3 44.2 515.47 .42 .00 12.56 .00 .000 .015 .000 .000 504.00 1031.41 .001082 12. 12. 12. 0 0 0 .00 100.18 1131.59 - SECNO 38235.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW. 100.00 STCHL- 1031.42 STCHR- 1131.55 EXCAVATION DATA AEX- 7. 1SQ -FT VEXR- .OK -N -YD VEXT. 21.OK -CV -YD 3301 KV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE. 1 TARGET- 120.000 ELENCL- 525.00 ELENCR- 525.00 X3 USED TO REFLECT INEFFECTIVE FLAW TOP OF 6.5' DROP STRUCTURE, END CONCRETE 38235.000 7.29 517.79 517.79 517.79 521.41 3.62 .00 .58 518.09 11200.0 .0 11156.6 43.4 .0 729.8 22.0 384.4 44.2 515.47 .42 .00 15.29 1.97 .000 .015 .050 .000 510.50 1031.43 .001963 3. 3. 3. 20 15 0 .00 110.07 1141.50 1 18JUL00 15:07:16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OI.OSS L -BANK ELEV Q QI.OB QCM QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VL.OB VCH VROB XNL XNCH XNR WTN ELWIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST - SECNO 38255.000 CHIMP CLSTA- 1081.50 CELCH- 510.50 BW- 90.00 STCHL- 1000.00 STCHR- 1142.09 EXCAVATION DATA AEX- I11.OSQ -FT VEXR- .OK -CU -YD VEXT- 21.1K -CU -YD 3280 CROSS SECTION 38255.00 EXTENDED .57 FEET PAGE 39 PAGE 40 PAGE 41 P 3301 NV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS. 1006.5 1156.5 TYPE- 1 TARGET- 250.000 ELENCL- 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLAW HALPF ASSOC. SURV. SECN. 38255.000 10.4] 520.97 517.65 520.97 522.17 1.21 .04 .72 525.00 11200.0 .0 10938.9 261.1 .0 1229.2 73.7 384.9 44.3 515.70 .42 .00 8.90 3.54 .000 .035 .050 .000 510.50 1006.50 .002391 20. 20. 20. 23 5 0 .00 150.00 1156.50 - SECNO 38315.000 CHIMP CLSTA- 2765.00 CELCH- 510.50 BW- 45.00 STCHL- 2630.00 STCHR- 2890.00 EXCAVATION IIATA AEX- 259.2SQ -FT VEXR= .4K -CU -YD VEXT- 21.5K -CU -YD 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 TARGET= 260.000 APPROXIMATE CITY LIMITS OF COPPELL 38315.000 11.46 521.96 .00 521.96 522.48 .52 .10 .21 5]1.75 11200.0 .0 11200.0 .0 .0 1937.3 .0 387.1 44.6 100000.00 .42 .00 5.78 .00 .000 .035 .000 .000 510.50 26]0.00 .001297 60. 60. 60. 3 0 0 .00 260.00 2890.00 CCHV- .100 CEHV- .300 - SECNO 38380.000 1 is 00 15:07:16 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 VLO13 VCH VROB XNL XNCH XNR WTN EIMIN SSTA SLOPE XLOBL XLCH XLABR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.0DO ELENCL- 529.20 ELENCR- 529.20 DS FACE W BOUND I.H.635 ('n' Values, Channel stations and enCroaCb,ents have been CorreCted through 635 by A.H.H.) 38380.000 10.44 521.84 .00 521.84 522.71 .87 .12 .30 515.40 11200.0 856.7 9634.9 708.4 76.8 1436.6 64.1 389.7 44.9 515.90 .43 11.15 6.71 11.05 .015 .045 .015 .000 511.40 2696.15 .002794 65. 65. 65. 2 0 0 .00 233.77 2879.92 SPECIAL BRIDGE SB XK XKOR COFQ ROLEN BWC BWP BAREA SS ELCNU ELCHD 1.05 1 .2 0 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 - SECNO 38420.000 CLASS A LOW FLOW 3420 BRIDGE W.S.= 521.81 BRIDGE VEI.DCITY- 5.69 CALCULATED CHANNEL AREA- 1969. EGPRS EGLWC H3 QWEIR QIAW BAREA TRAPEZOID ELLC ELTRD WEIRL.N AREA .00 522.77 .05 0. 11200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL- 529.20 EI.ENCR= 529.20 U.S. FACE W. BOUND IH 635 38420.000 10.39 52 1.89 .00 521.89 522.77 .88 .06 .00 515.50 112DO.0 849.2 9648.5 702.3 75.6 1426.7 63.1 391.2 45.1 515.50 .43 11.24 6.76 11.13 .015 .045 .015 .000 511.50 2646.34 .002867 40. 40. 40. 0 0 0 .00 233.42 2879.76 - SECNO 38500.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= I TARGET= 260.000 ELENCL- 529.20 ELENCR- 529.20 1 18JULOO 15:07:16 VALLEY SECT B'IWN I.H. 635 BRIDGES 38500.000 10.31 522.11 .00 522.11 523.01 .90 .23 .01 515.80 11200.0 838.7 966].7 693.6 73.8 1912.8 61.] 399.0 95.6 515.80 .43 11.36 6.84 11.25 .015 .045 .015 .00D 511.80 2646.61 .002974 80. 80. 80. 0 0 0 .00 232.92 2879.53 -SE CN0 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL= 529.20 ELENCR= 529.20 DS FACE E. BOUND I.H.635 38580.000 10.12 522.32 .00 522.32 523.27 .95 .25 .O1 516.20 11200.0 812.7 9715.2 672.1 69.7 1378.5 58.2 396.8 46.0 516.20 .43 11.66 7.05 11.55 .015 .045 .015 .000 512.20 2647.28 .003260 80. B0. 80. 1 0 0 .00 231.69 28]8.97 SPECIAL BRIDGE SB XX XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 - SECNO 38620.000 CLASS A IOW FIOW 3420 BRIDGE W.S.= 522.29 BRIDGE VELOCITY- 6.28 CALCULATED CHANNEL AREA- 1789. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WE1RUN AREA .00 523.35 .06 0. 11200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 US FACE E. BOUND I.H.635 38620.000 10.09 522.39 .00 522.39 523.35 .96 .07 .00 516.30 11200.0 805.7 9728.0 666.3 68.6 1369.3 57.3 398.2 46.2 516.30 .44 11.75 7.10 11.63 .015 .D45 .015 .000 512.30 2647.46 .003342 40. 40. 40. 0 0 0 .00 231.36 2878.82 1490 NH CARD USED .SECN0 38670.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS= 1614.0 1846.0 TYPE- 1 TARGET= 232.000 50' U.S. E. BOUND I.H.635 (REVISED FOR THIS MODEL PER 2 -2000 RALFF ASSOCIATES TORO (KHH) 1 Is 00 15:07:16 SECNO DEPTH CNSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH GROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE X1OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 38670.000 17.53 522.62 .00 522.69 523.52 .90 .17 .O1 516.00 11200.0 2178.2 8886.3 135.6 449.2 1082.9 40.1 400.0 46.5 517.00 .44 4.85 8.21 3.38 .050 .053 .050 .000 505.09 1614.00 .003589 50. 50. 50. 2 0 0 .00 213.27 1827.27 1490 NH CARD USED - SECNO 38889.000 1530 MANNINGS N VALUES FOR C7ININEL COMPOSITED 3 47 ENCROACHMENT STATIONS= 1341.0 1648.0 TYPE= 1 TARGET- 307.000 NIX9 %SECTION - BEGIN BERMIREVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TORO IKHH 38889.000 17.87 523.73 .00 523.84 524.37 .64 .82 .03 517.00 PAGE 42 PAGE 43 PAGE 44 11200.0 940 .1 4507.6 5752.2 213.2 588.9 1030.9 408.9 47.8 515.00 f .45 4.41 7.65 5.58 .061 .060 .050 .000 505.86 1341.00 .003706 268. 219. 216. 2 0 0 .00 307.00 1648.00 1490 NH CARD USED • SECNO 39016.000 3470 ENCROACHMENT STATIONS- 1360.0 1750.0 TYPE- 1 TARGET- 390.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) F LEFT BANK ENCROACHMENT ' 39016.000 18.07 524.41 .00 524.20 524.73 .32 .32 .03 520.00 11200.0 525.7 10659.2 15.1 180.7 2328.4 9.9 414.8 48.8 523.00 .45 2.91 4.58 1.53 .050 .055 .050 .000 506.34 1360.00 .002352 183. 127. 70. 2 0 0 .00 390.00 1750.00 1490 NH CARD USED •SECN0 39403.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1680.0 1972.0 TYPE= 1 TARGET- 292.000 EW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 6 LEFT BANK ENCROACHMENT • SWALE 39403.000 17.71 525.21 .00 525.06 525.71 .50 .93 .06 515.00 11200.0 5123.6 6076.4 .0 705.6 1576.2 .0 435.0 51.6 100000.00 .47 7.26 3.86 .00 .050 .079 .000 .000 507.50 1680.00 .003166 278. 387. 216. 2 0 0 .00 292.00 1972.00 1 18JUTA0 15:07:16 PAGE 45 _ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOS 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 39768.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.57 3470 ENCROACHMENT STATIONS- 1000.0 1210.0 TYPE- 1 TARGET- 210.000 PROFILE SECTION Z - SURVEY SECTION 25 (REVISED FOR THIS MODEL PER 2 -2000 HALPF ASSOCIATES TOPO (KHH). LEFT ENCROACH + SW 39769.000 13.86 525.76 .00 525.22 526.30 .54 .58 .01 528.00 11200.0 .0 11200.0 .0 .0 1894.9 .0 450.3 53.5 100000.00 .49 .00 5.91 .00 .000 .040 .000 .000 511.90 1006.73 .003276 91. 365. 364. 2 0 0 .00 197.14 1203.87 • SECNO 39800.000 3470 ENCROACHMENT STATIONS- 1000.0 1174.0 TYPE- 1 TARGET- 174.000 DOWNSTREAM OF PROPOSED REGENT ROAD BRIDGE 39800.000 13.68 525.68 .00 525.14 526.40 .73 .05 .05 528.00 11200.0 .0 11200.0 .0 .0 1638.4 .D 451.6 53.6 100000.00 .49 .00 6.84 .00 .000 .040 .000 .000 512.00 1004.65 .001660 32. 32. 32. 2 0 0 .00 164.70 1169.35 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.27 2.50 .00 138.00 4.00 1584.00 2.00 515.00 515.15 • SECNO 39865.000 CLASS A LOW FLOW 3420 BRIDGE W.S.- 525.56 BRIDGE VELOCITY- 6.89 CALCULATED CHANNEL AREA- 1638. EGPRS EGLWC H3 QWEIR QI.OW BAREA TRAPEZOID ELLC ELTRD WEIRIN AREA .00 526.46 .04 0. 11200. 1584. 2117. 528.20 534.20 0. 3470 ENCROACHMENT STATIONS- 1000.0 1174.0 TYPE= 1 TARGET- 174.000 3495 OVERBANK AREA ASSUMED NON - EFFECTIVE, ELLEA- 534.20 ELREA- 534.20 1 18JUTA0 15:07:16 PAGE 46 UPSTREAM OF PROPOSED REGENT ROAD BRIDGE 39865 -000 13.72 525.72 .00 525.19 526.46 .74 .05 .00 528.15 11200.0 .0 11200.0 .0 .0 1627.2 .0 454.0 53.8 100000.00 .49 .00 6.88 .00 .000 .040 .000 .000 512.00 1004.86 .001700 65. 65. 65. 0 0 0 .00 164.28 1169.14 • SECNO 39900.000 3470 ENCROACHMENT STATIONS= 1000.0 1195.0 TYPE- 1 TARGET- 195.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) CHANNEL IMPROVEMENT 39900.000 13.62 525.82 .00 525.30 526.52 .70 .06 .00 528.00 11200.0 .0 11200.0 .0 .0 1667.3 .0 455.3 54.0 528.00 .49 .00 6.72 .00 .000 .040 .000 .000 512.20 1006.55 .001720 35. 35. 35. 2 0 0 .00 178.71 1185.25 • SECNO 40208.000 3470 ENCROACHMENT STATIONS= 1000.0 1205.0 TYPE- 1 TARGET- 205.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40208.000 13.52 526.42 .00 526.01 527.02 .60 .49 .01 528.00 11200.0 .0 11200.0 .0 .0 1807.4 .0 467.6 55.3 528.00 .51 .00 6.20 .00 .000 .040 .000 .000 512.90 1004.74 .001453 308. 308. 308. 2 0 0 .00 193.11 1197.86 - SECNO 40408.000 3470 ENCROACHMENT STATIONS- 1000.0 1200.0 TYPE= 1 TARGET- 200.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 40408.000 13.30 526.70 .00 526.33 527.33 .63 .30 .01 528.00 11200.0 .0 11200.0 .0 .0 1761.2 .0 475.8 56.2 528.00 .51 .00 6.36 .00 .000 .040 .000 .000 513.40 1003.91 .001562 200. 200. 200. 2 0 0 .00 191.08 1194.98 1490 NH CARD USED -- -SECNO 40635.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.44 3470 ENCROACHMENT STATIONS- 1870.0 2190.0 TYPE- 1 TARGET- 320.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 1 18JUL00 15:07:16 PAGE 47 HALFF ASSOCIATES TOPO (KHH) d LEFT BANK SWALE 40635.000 14.90 527.40 .00 527.09 527.60 .20 .23 .04 100000.00 11200.0 .0 6881.1 4318.9 .0 2012.8 1111.6 488.1 57.5 523.00 .53 .00 3.42 3.89 .000 .051 .049 .000 512.50 1870.00 .000754 180. 220. 220. 2 0 0 .00 320.00 2190.00 1490 NH CARD USED - SECNO 40698.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROACHMENT STATIONS- 1750.0 2340.0 TYPE- 1 TARGET- 590.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 4 LEFT BANK SWALE 40698.000 12.44 527.54 .00 527.17 527.68 .15 .08 .01 528.00 11200.0 .0 3076.1 8123.9 .0 923.2 2749.6 495.8 58.4 524.00 .54 .00 3.33 2.95 .000 .047 .051 .000 515.10 1751.83 .000811 152. 155. 55. 0 0 0 .00 586.73 2338.56 1490 NH CARD USED • SECNO 41138.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 3470 ENCROACHMENT STATIONS- 1815.0 2415.0 TYPE. 1 TARGET= 600.000 CHANNEL IMPROVEMENT DATA (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) ADD SWALE 41138.000 9.67 527.87 .00 527.55 527.97 .10 .28 .00 528.00 7900.0 .0 2546.6 5353.4 .0 804.4 2376.2 523.7 63.4 525.50 .58 .00 3.17 2.25 .000 .048 .062 .000 518.20 1829.68 .000865 96. 100. 440. 2 0 0 .00 585.32 2415.00 • SECNO 41340.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OP ACCEPTABLE RANGE, KRATIO .65 3470 ENCROACHMENT STATIONS= 1000.0 1176.0 TYPE= l TARGET= 176.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41340.000 9.02 527.82 .00 527.53 528.46 .64 .33 .16 530.00 7900.0 .0 7900.0 .0 .0 1231.8 .0 576.0 65.9 100000.00 .59 .00 6.41 .00 .000 .040 .000 .000 518.80 1006.43 .002061 200. 215. 340. 2 0 0 .00 163.35 1169.57 1 18JUL00 15:07:16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q OLDS QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME V1OB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPS XLOBL XLCH XL.OBR ITRIAL IDC ICONf CORAR TOPWID ENDST • SECNO 41471.000 3470 ENCROACHMENT STATIONS- 1000.0 1156.0 TYPE- 1 TARGET. 156.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KKK) 41471.000 8.83 527.96 .00 527.70 528.87 .91 .33 .09 530.00 7900.0 .0 7900.0 .0 .0 1031.1 .0 541.4 66.3 100000.00 .59 .00 7.66 .00 .000 .040 .000 .000 519.13 1006.20 .003151 131. 131. 131. 2 0 0 .00 143.60 1149.80 - SECNO 41703.000 3470 ENCROACHMENT STATIONS- 1000.0 1156.0 TYPE- 1 TARGET. 156.000 NEW SECTION ADDED TO REVISED EXISTING MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 41703.000 9.03 528.73 .00 528.57 529.57 .84 .70 .01 530.00 7900.0 .0 7900.0 .0 .0 1074.3 .0 547.0 67.1 100000.00 .60 .00 7.35 .00 .000 .040 .000 .000 519.70 1004.06 .002853 232. 232. 232. 2 0 0 .00 147.88 1151.94 • SECNO 42040.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATI0 - 1.56 3470 ENCROACHMENT STATIONS- 1000.0 1200.0 TYPE- 1 TARGET- 200.000 100' DS LOYAL LANE (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KKK) 42040.000 9.31 529.81 .00 529.71 530.20 .39 .59 .05 530.00 7900.0 .0 7900.0 .0 .0 1577.8 .0 557.2 68.5 100000.00 .62 .00 5.01 .00 .000 .040 .000 .000 520.50 1000.59 .001170 337. 337. 337. 2 0 0 .00 196.82 1199.41 1490 NH CARD USED • SECNO 42138.000 3301 HV CHANGED MORE THAN RVINS 3685 20 TRIALS ATTEMPTED WSEL,CNSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 1 18JULOO 15:07:16 SECNO DEPTH CWSEL CRIME WSELK ED HV HL GLOSS L -BANK ELF.V Q QLOB QCH QROB AIOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1590.0 2100.0 TYPE. I TARGET- 510.000 DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 (REVISED FOR THIS MODEL PER 2 -2000 HALFF ASSOCIATES TOPO (KHH) 42138.000 10.49 531.49 531.49 530.79 532.52 1.03 .23 .19 530.00 7900.0 2559.0 5160.5 180.5 652.5 533.2 56.6 560.4 69.3 530.00 .62 3.92 9.68 3.19 .045 .045 .050 .000 521.00 1590.00 .007117 98. 98. 98. 20 8 0 .00 510.00 2100.00 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 529.57 , NOT 531.49 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF IOW FLOW CONTROLS) SB XK XKOR COPQ RDLEN HWC BMP RAREA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 8.00 4. 00 336.93 4.00 519.85 519.84 • SECNO 42200.000 6870 D.S. ENERGY OF 532.52 IS HIGHER THAN COMPUTED ENERGY OF 531.80 3301 HV CHANGED MORE THAN HVINS PRESSURE AND WEIR FLOW, Weir Sub -genre Based m OGEE Shape EGPR.5 EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD NEIRL2N 553.37 534.06 .00 7006. 940. 317. AREA 349. 528.71 530.86 1259. 3470 ENCROACHMENT STATIONS. 1390.0 2100.0 TYPE. 1 TARGET. 710.000 US PACE RADIO RD SECT 826 42200.000 10.92 532.02 .00 531.17 532.52 .50 .00 .00 530.10 7900.0 3536.8 4219.7 143.5 1392.7 567.2 72.8 562.7 70.1 530.10 .63 2.54 7.44 1.97 .065 .045 .070 .000 521.10 1390.00 .003872 62. 62. 62. 3 0 5 .00 710.00 2100.00 • SECNO 42280.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, )(RATIO - 2.11 1 JULOO 18 15:07:16 SECNO DEPTH CW.5. CRIWS WSELK ED HV HL OIOSS L -BANK ELEV Q QLOB QCN QROB AWN ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XIOBR ]TRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS- 1510.5 2090.5 TYPE- 2 TARGET- 580.000 PROFILE SECTION BB - SURVEY SECTION 27 42280.000 11.88 532.58 .00 531.88 532.69 .11 .13 .04 522.00 5.5 1004 7900.0 334.1 3550.4 1457.5 210.5 1650.7 567.7 71.3 522.50 .64 2.30 4.77 2.15 .065 .045 .070 .000 520.70 1510.50 .000868 80. 80. 80. 2 0 0 .00 580.00 2090.50 • SEONO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .59 3470 ENCROACHMENT STATIONS- 1473.0 2053.0 TYPE. 2 TARGET. 580.000 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 9.86 534.76 .00 533.73 535.07 .30 2.32 .06 526.80 7900.0 4161.7 2370.9 1367.4 1200.4 367.4 689.4 671.0 92.3 531.90 .75 3.47 6.45 1.98 .065 .045 .070 .000 524.90 1473.00 .002480 1800. 2030. 1300. 3 0 0 .00 580.00 2053.00 • SECNO 45820.000 3470 ENCROACHMENT STATIONS- 1858.5 7488.5 TYPE- 2 TARGET- 630.000 PROFILE SECTION DO - SURVEY SECTION 29 45820.000 7.50 539.70 .00 539.03 539.68 .39 4.59 .02 533.00 7900.0 3675.2 1571.4 2653.4 910.4 187.9 835.3 732.7 109.3 533.10 .83 4.04 8A6 3.18 .065 .045 .070 .000 531.80 1858.50 .004922 1400. 1620. 1000. 3 0 0 .00 630.00 2488.50 PAGE 48 PAGE 49 PAGE 50 41703.000 528.57 .00 529.45 146.83 .00 7900.00 .00 -00 .00 1000.00 1156.00 .00 41703.000 528 -73 .16 529.57 147.88 .00 7900.00 .00 156.00 1000.00 1000 -00 1156.00 1156.00 • 42040.000 529.71 .00 530.11 198.17 .00 7900.00 .00 .00 .00 1000.00 1200.00 .00 • 42040.000 529.81 .10 530.20 198.82 .00 7900.00 .00 200.00 1000.00 1000.00 1200.00 1200.00 • 42138.000 530.79 .00 531.41 1481.54 3328.41 4003.02 568.56 .00 .00 1982.00 2062.00 .00 • 42138.000 531 -49 .70 532.52 510.00 2559.02 5160 -49 180.49 510.00 1590.00 1982.00 2062.00 2100.00 • 42200.000 531.17 .00 531.76 1627.81 3074.53 4139.98 685.49 .00 .00 1982.00 2062.00 .00 • 42200.000 532.02 .85 532.52 710.00 3536.79 4219.74 143.47 710.00 1390.00 1982.00 2062.00 2100.00 • 42280.000 531.88 -00 531.93 1961.30 3963.90 764.31 3171.79 -00 .00 1791.00 1810.00 .00 • 42280.000 532.58 .69 532.69 580.00 3345.53 1DO4.11 3550.36 580.00 1510.50 1791.00 1810.00 2090.50 • 49200.000 533.73 -00 534.02 1594.36 3331.45 2165.83 2402.72 .00 .00 3740.00 17 :6.00 .00 • 44200.000 534 -76 1.03 535.07 580.00 4161.72 2370.87 1367.40 S80. 00 1473.00 1740.00 1786.00 2053.00 45820.000 53903 . 00 539.34 1399.80 3948.18 1476.43 2475.38 .00 .00 2160 -00 2187.00 .00 45820.000 539.. 30 .27 539.60 630.00 3675.23 1571.37 2653.40 670.00 1858.50 2160.00 2187.00 2488.50 • 47450.000 543.44 -00 543.61 1372.71 4751.59 1276.07 1872.35 -00 .00 2349.00 2369.00 .00 47450.000 544.17 .74 544.49 500.00 3576 -76 1587.54 2735.70 500.00 2109.00 2349.00 2369.00 2609.00 97540.000 543.49 .00 543.83 1912.46 3071.17 4065.29 762.85 .00 .00 3511.00 1591.00 .00 47540.000 544.27 .78 544.83 650.00 1925.11 5145.99 1328.90 650.00 3226.00 3511.00 1593.00 1876.00 • 47640.000 543.89 .00 543.99 2084.16 3 :67.06 2893.99 1138.95 -00 .00 1511.00 1591.00 .00 • 97640.000 544.89 1.01 545.01 3110.00 2683.63 3223.87 1992.56 1130.00 996.00 1511.00 1591.00 2106.00 • 47670.000 548.55 .00 598.56 2250.00 4890.38 1144.85 1864.77 .00 .00 1511.00 1591.00 .00 * 97670.000 548.95 .40 548.98 1020.00 3156.00 2099.50 2694.49 1020.00 1041.00 1511.00 1591.00 2061.00 47720.000 548.55 .00 548.56 2250.00 4:73.39 1182.25 1844.41 .00 .00 1511.00 1591.00 .00 97720.000 548.95 .40 548.98 875.00 2940.29 2341.91 2617.80 875 -00 3113.50 7511.00 1591.00 1988.50 • 98350.000 548.57 -00 548.60 1864.31 2519.76 3316.60 2063.64 .00 .00 2130.00 2300.00 .00 • 48350.000 548.98 -41 549.17 240.00 254.37 7026.67 618.96 240.00 2095.00 2130.00 2300.00 2335.00 1 18JUL00 15:07:16 PAGE 57 GRAPEVINE (REEK PROPOSED SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC EIMIN Q CNSEL CRI14S EG 10-KS VCH AREA .OIK 27620.000 .00 .00 .00 975.50 10500.00 495.60 .00 496.42 24.59 8.43 2158.46 2117.56 27620.000 .00 .00 .00 975.50 10500.00 495.72 .00 496.68 30.27 8.89 1830.09 1908.39 30130.000 2510.00 .00 .00 483.70 10500.00 502.18 -00 503.30 40.32 10.30 1448.96 1653.56 30130.000 2510.00 .00 .00 4 :3.70 10500.00 502.93 .00 504.05 36.23 9.98 1369.72 1744.49 30189000 5900 .00 .00 486.80 10500.00 502.14 .00 503.48 51.40 10.57 993.81 1964.57 30189..000 59..00 .00 .00 486.80 10500.00 502.94 .00 504.98 40.44 9.97 1053.43 1651.13 • 30190. ODO 1.00 513.30 510.40 486.80 3050D.00 501.97 .00 504.D7 213.70 11.61 904.77 718.27 • 30190.000 1.00 513.30 510.40 486.80 10500.00 502.80 -00 504.64 176.17 30.88 965.10 791.09 30200.000 10.00 513.30 510.40 486 -80 10500.00 502.40 .00 504.32 193.16 11.13 943.59 755.99 30200.000 10.00 513.30 510.40 486.80 10500.00 503.09 .00 504.84 165.74 10.61 989.35 815.61 • 30201.000 1.00 .00 .00 416.80 30500.00 502.98 .00 504.46 40 -58 9 -75 1016.97 1698.38 • 30201.000 3.00 .DO .00 486.80 10500.00 503.56 .00 504.95 34.57 9.46 1109.59 1785.:8 30250.000 49.00 .00 .00 483.80 10500.00 504.02 .00 504.68 21.79 8.19 1952.84 2249.24 30250.000 49.00 .00 .00 483.80 10500.00 504.93 .00 505.15 22.42 8.21 1710.07 2217.56 31310.000 1060.00 .00 .00 487.80 30500.00 506.15 .00 506.65 21.97 7.34 2089.18 2240.17 31310.000 1060.00 .00 .00 487.80 10500.00 506.56 .00 507.15 21.92 7.42 1792.96 2242 -90 • 31480.000 110.00 509.10 506.10 488.00 10500.00 506.44 .00 507.45 80.85 B.OB 1299.99 1167.75 ' 31480.000 170.00 509.10 506.10 488.00 10500.00 506.91 -DO 507.92 80.85 8.08 1299.99 1167.75 31500.000 20.00 509.10 506.10 4 :8.00 10500 -00 506.60 .00 507.61 80.85 8.08 1299.99 1167.75 31500.000 20.00 509.10 506.10 488.00 10500.00 507.07 .00 508.08 B0. :5 8.08 1299.99 1167.75 ' 31550.000 50.00 .00 .00 488.20 10500 -00 507.48 .00 507.83 15.34 6.31 2522.55 2680.70 • 31550.000 50 -00 .00 .00 488.20 10500.00 508.00 .00 508 -29 12.52 5.79 2798.14 2967.74 • 31750.000 200.00 .00 .00 488.64 10500.00 507.79 .00 507.98 4.30 3.56 2948.56 5062.92 • 31750.000 200.00 .00 .00 488.64 10500.00 508.24 .00 508.42 3.88 3.43 3058.76 4332.63 32740.000 990.00 .00 .00 493.07 10500.00 501.26 .OD 508.49 5.86 3.87 2709.93 4337.23 32740.000 990.00 .00 .00 493.07 10500.00 508.66 .00 50 :.88 5.28 3.73 2811.37 4569.73 34045.000 1305.00 .00 .00 493.10 10500.00 509.11 .00 509.37 7.65 4.10 2559.48 3796.26 34045.000 1305.00 .00 .00 493.10 10500.00 509.43 .00 509.67 6.94 3.97 2643.98 3985.42 • 39330.000 285.00 .00 .00 498.07 10500.00 509.30 .00 509.73 16.81 5.27 1993.90 2560.62 • 34330.000 285.00 .00 .00 998.07 10500.00 509.60 .00 510.00 14.98 5.07 2071.72 2712.91 34870.000 540.00 .OD .00 501.26 10500.00 530.28 .00 510.80 22.32 5.76 1821.91 2222.36 34870.000 540.00 .00 .DO 501.26 10500.00 510.48 .DO 510.97 20.55 5.61 1871.96 2316.40 1 18JUL00 15:07:16 PAGE 58 SECNO XLCH ELTRD ELLC E1MIN Q CNSEL CRINS EG 10 -KS VCH AREA -01K 35450.000 580.00 520.30 514.10 500.90 10500.00 511.53 .00 512 -05 20.91 5.80 1:11.33 2296.25 35450.000 580.00 520.30 519.10 500.90 10500.00 511 -64 .00 512.15 20.00 5.71 1837.79 2347.80 35570.000 120.00 520.30 519.10 500.90 10500.00 S11.B1 .00 532.29 18.80 5.60 1875.35 2421.62 35570.000 120.00 520.30 574.10 500.90 10500.00 533.90 .00 512.38 18.03 5.52 1901.24 2472.89 • 35770.000 200.00 .00 .00 499.81 31200.00 512.10 .00 512.98 95.:5 7.50 1492.53 1654.11 • 35770.000 200.00 -00 .00 499.81 11200.00 512.18 .00 513.04 49.04 7.41 1512.32 1687.72 ' 35970.000 200.00 .00 .00 501.20 11200.00 512.99 .00 513.93 11.49 5.12 2105.16 ]304.58 • 35970.000 200.00 -00 .00 501.20 11200.00 513.04 .00 513.47 11.28 5.29 2117.81 3334.68 • 36070.000 100.00 .00 .00 501.42 11200.00 512.92 .00 513.83 25.86 7.63 1466.94 2202.38 • 36070.000 100.00 -00 .00 501.42 11200.00 512.97 .00 513.87 25.38 7.59 1476.35 2223.22 36360 -000 290.00 -00 .00 502.00 11200.00 513.59 .00 514.47 19.26 7.56 1410.65 2551.73 I 36360.000 290.00 .00 .00 502.00 11200.00 513.62 .00 514.50 19.01 7.53 1487.24 2568.47 38220.000 40.00 .DO .00 504.00 11200.00 512.84 .00 515.33 11.06 12.65 885.27 3367.08 38220.000 40.00 .00 .00 504.00 11200.00 512.89 .OD 515.35 10.88 12.59 889.92 3394.84 38232.000 12.00 .00 .00 504.00 11200.00 512.87 .00 515.35 11.00 12.63 887.05 3377.68 38232.000 12.00 .00 .00 504.00 11200.00 512.92 .00 515.37 10.82 12.56 891.69 3405.40 • 38235.000 3.00 .00 .00 510.50 11200.00 517.79 537.79 521.41 19.63 15.29 751.78 2527.95 • 38235.000 3.00 .DO .00 510.50 11200.00 517.79 517.79 521.47 19.63 15.29 751.79 2527.98 • 38255.000 20.00 .00 .DO 510.50 11200.00 520.97 517.65 522.17 23.91 8.90 1302.93 2290.40 • 38255.000 20.00 .00 .00 510.50 11200.00 520.97 517.65 522.17 23.91 8.90 1302.93 2290.40 38315.000 60.00 .00 .00 510.50 11200.00 521.96 .00 522.48 32.95 5.78 1937.31 3111.87 38315.000 60.00 .00 .00 510.50 31200.00 521.96 .00 522.48 12.97 5.78 1937.32 3110.23 ' 38380.000 65.00 .00 .00 511.40 11200. . 00 521.84 00 522.71 27.94 6.71 1577.54 2118.94 • 38380.000 65.00 .00 .00 511.40 11200.00 521.84 .00 522.71 27.94 6.71 1577.54 2118.94 38420.000 40.00 532.80 528.70 511.50 11200.00 521.89 .00 522.77 28.67 6.76 1565.39 2091.76 38420.000 40.00 532.80 528.70 511.50 11200.00 521.89 .00 522.77 28.67 6.76 1565.42 2091.82 38500.000 80.00 .00 .00 511.80 11200.00 522.13 .00 523.01 29.74 6.84 1548.23 205360 38500.000 '.0.00 .00 .DO 511.80 11200.00 522.11 .00 523.01 29.74 6.84 1548.25 2053..66 3:580.000 80.00 .DO .00 512.20 11200.00 522.32 .00 523.27 32.60 7.05 1506.34 1961.65 38580.000 80.00 .00 .00 512.20 11200.00 522.32 .00 523.27 32.60 7.05 1506.36 1961.68 38620.000 40.00 532.80 528.70 512.30 11200.00 522.39 .00 523.35 33.42 7.10 1495.11 1937.27 38620.000 40.00 532.80 528.70 512.30 112DO.00 522.39 .00 523.35 33.42 7.10 1495.11 1937.27 38670.000 50.00 .00 .00 505.09 11200.00 522.69 .00 523.53 33.79 8.00 1689.39 1926.81 38670.000 50.00 .00 .DO 505.09 11200.00 522.62 .00 523.52 35.89 8.21 1572.28 1869.49 1 18JVLOD 15:07:16 PAGE 59 SECNO XLCH ELTRD ELLC MAIN Q CWSEL CRIWS EG 10•KS VCH AREA .OIK 38889.000 219.00 .00 .00 505.:6 11200.00 523.84 .00 524.23 24.75 6.29 2390.55 2251.06 38809.000 219.00 .00 .00 505.86 11200.00 523.73 .DO 524.37 37.06 7.65 1833.03 1839.72 39016.000 127.00 .00 .00 506.34 11200.00 524.20 .00 524.53 23.52 4.70 2478.68 2309.42 39016.000 127.00 .00 .00 506.34 11200.00 524.41 .00 524.73 21.52 4.58 2518.98 2414.19 39403.000 3:7.00 .00 .00 507.50 11200.00 525.06 .00 525.25 17.27 2.82 3428.03 2695.07 39403.000 387.00 .00 .DO 507.50 11200.00 525.21 .00 525.71 31.66 3.86 2281.79 1990.64 39768.000 365.00 .00 .DO 511.90 11200.00 525.22 .00 525.83 15.01 6.26 1790.44 2884.63 • 39768.000 365.00 .00 .OD 511.90 11200.00 525.76 .00 526.30 12.76 5.91 1894.86 3134.97 39800.000 32.00 .00 .00 512.00 11200.00 525.14 .00 525.95 19.59 7.23 1550.01 2530.20 39800.000 32.00 .00 .00 512.00 11200.00 525.68 .00 526.40 16.60 6.84 1638.43 2749.06 39865.000 65.00 534.20 528.20 512.00 11200.00 525.19 .00 526.01 20.02 7.27 1540.74 2503.31 39865.000 65.00 534.20 528.20 512.00 11200.00 525.72 .00 526.46 17.00 6.88 1627.17 2716.31 39900.000 35.00 .DO .00 512.20 11200.00 525.30 .00 526.08 20.27 7.11 1575.49 2487.39 39900.000 35.00 .00 .00 512.20 11200.00 525.82 .DO 526.52 17.20 6.72 1667.27 2700.84 40208.000 308.00 .00 .00 512.90 11200.00 526.01 .00 526.66 16.56 6.98 1728.78 2752.13 40208.000 308.OD .00 .00 512.90 11200.00 526.42 .00 527.02 14.53 6.20 1807.39 2937.87 40408.000 200.00 .OD .00 513.90 11200.00 526.33 .00 527.01 17.60 6.62 1691.31 2669.73 40408.000 200.00 .00 .00 513.40 11200.00 526.70 .00 527.33 15.62 6.36 1761.21 2833.67 • 40635.000 220.00 .00 .00 512.50 11200.00 527.09 .00 527.26 5.50 3.27 3399.62 4777.73 • 40635.000 220.00 .00 .00 512.50 11200.00 527.40 .00 527.60 7.54 3.42 3124.37 4079.50 40698.000 155.00 .DO .00 515.10 11200.00 527.17 .00 527.33 9.66 3.54 3455.77 1603.69 40698.000 155.00 .DO .00 515.10 11200.00 527.54 .00 527.68 8.11 3.33 3672.77 3933.24 • 41138.000 100.00 .DO .DO 518.20 7900.00 527.55 .00 527.67 10.33 3.38 3000.24 2457.48 • 41138.000 100.00 .00 .00 518.20 7900.00 527.87 .00 527.97 :.65 3.17 3180.57 2686.50 • 41340.000 215.00 .00 .00 518.80 7900.00 527.53 .00 528.22 23.08 6.66 1185.64 164456 • 41340.000 215.00 .00 .00 518.80 7900.00 527.82 .00 528.46 20.61 6.41 1231.77 1740..13 41471.000 131.00 .00 .00 519.13 7900.00 527.70 .00 528.68 35.06 7.95 994.09 1334.22 41471.000 131.00 .00 .DO 519.13 7900.00 527.96 .00 528.87 31.51 7.66 1031.06 1407.25 41703.000 232.00 .00 .00 519.70 7900.00 528. . 57 .00 52945 30.48 752 105025 143103 41703.000 232.00 .00 .DO 519.70 7900.00 528.73 00 529..57 28.53 7..15 1074..34 1478..91 • 42040.000 337.00 .00 .00 520.50 7900.00 529.71 .00 530.11 12.16 507 155746 226563 • 42040.000 337.00 .00 .00 520.50 7900.00 529.81 .00 530.20 11.7D 5..01 1577..79 2309..94 • 4213:.000 98.00 .00 .00 521.00 7900.00 530.79 530.79 531.41 61.83 8.38 1863.00 1004.71 • 42138.000 98.00 .00 .00 521.00 7900.00 531.49 531.49 532.52 71.17 9.68 1242.36 936.42 1 18JUL00 15:07:16 PAGE 60 SECNO XLCH ELTRD EI.I.0 EI14IN Q CWSEL CRIWS EG 10 -KS VCH AREA .OIK • 42200.000 62.00 530.86 528.71 521.10 7900.00 531.17 .00 531.76 56.90 8.29 2287.76 1047.29 • 42200.000 62.00 530.86 528.71 521.10 7900.00 532.02 .00 532.52 38.72 7.44 2032.68 1269.50 • 92280.000 80.00 .00 .00 520.70 7900.00 531.88 . .00 53193 624 3.87 5455.87 3162.42 • 40.00 .00 .00 520.70 7900.00 532. 22 8 0 . 000 8 58 OD 532..69 8..68 4.77 3318.66 2680.96 • 44200.000 2030.00 .00 .00 524.90 790D. 00 533.73 .00 534.02 32.94 6.78 2879.99 1376.55 • 44200.000 2030.00 .00 .OD 524.90 7900.00 534.76 .00 535.07 24.80 6.45 2257.19 1586.48 45820.000 1620.00 .00 .DO 531.80 7900.00 539.03 .00 539.34 49.58 8.17 2342.66 1121.93 45820.000 1620.00 .DO .00 531.80 7900.00 539.30 .00 539.68 49.22 8.36 1933.59 1126.02 • 47450.000 1630.00 .00 .00 532.10 7900.00 543.44 .00 543.61 22.05 6.68 3126.61 1682.12 47450.000 1610.00 .00 .00 532.10 7900.00 544.17 .00 544.49 26.56 7.71 2134.71 1532.84 47540.000 90.00 .00 .00 531.20 7900.00 543.49 .00 543.83 26.08 6.29 3125.32 1546.87 47540.000 90.00 .DO .00 531.2D 7900.00 544.27 .00 544.83 30.79 7.27 2011.15 1423.82 • 47690.000 100.00 .00 .DO 530.70 7900.00 543.89 .00 54399 9.27 403 490025 259508 • 47690.000 100.00 .00 .00 530.70 7900.00 544.89 .00 545..01 8.07 4..03 4158..49 2780..97 !2 • 47670.000 1.05 30.00 13175.94 541.70 1.82 540.40 530.70 7900.00 548.55 14609.52 12259.62 .00 548.56 • 47670.000 6502.42 30.00 1.78 541 -70 540.40 530 -70 7900.00 548.95 .00 548.98 47720.000 50.00 .00 .00 531.00 7900.00 548.55 .00 548.56 47720.000 50.00 .00 .00 531.00 7900.00 548.95 .00 548.98 • 48350.000 630.00 .00 .00 535.40 7900.00 548.57 .00 548.60 • 48350.000 630.00 .00 .00 535.40 7900.00 548.98 .00 549.17 3 18JUL00 15:07:16 GRAPEVINE CREEK PROPOSED SLWIARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFKSP DIFWS% DIFKWS TOPWID 1LCN 27620.000 10500.00 495.60 .00 .00 .00 590.55 .00 27620.000 10500.00 495.72 .12 .00 .12 443.92 .00 30130 -000 10500.00 502.18 .00 6.58 .00 242.29 2510.00 30130.000 10500.00 502.93 .75 7.21 .75 127.51 2510.00 30189.000 10500.00 502.14 .00 -.04 .00 98.13 59 -00 30189.000 10500.00 502.94 .80 .01 .80 90.00 59.00 • 30190.000 10500.00 501.97 .00 -.17 .00 90.75 1.00 • 30190 -000 10500.00 502.80 .83 -.14 .83 84.00 1.00 30200.000 10500.00 502.40 .00 .42 -00 91.46 10.00 30200.000 10500.00 503.09 .69 .29 .69 84.00 10.00 • 30201 -000 10500.00 502.98 .00 .59 .00 99.89 1.00 • 30201.000 10500.00 503.56 .58 .47 .58 90.D0 1.00 30250.000 10500.00 504.02 .00 1.04 .00 337.50 49.00 30250.000 10500.00 504.43 .41 .87 .41 155.00 49.00 31310.000 30500.00 506.15 .00 2.13 -00 419.11 1060.00 31310.000 10500.00 506.56 .41 2.13 -41 180.55 1060.00 • 31480.000 10500.00 506.44 .00 .28 .00 118.84 170.00 • 31480.000 10500.00 506.91 .47 .35 .47 119 -OS 170.00 31500 -000 10500.00 506.60 .00 .16 -00 118.91 20.00 31500.000 10500.00 507.07 .47 .16 .47 119.12 20.00 • 31550.000 10500.00 507.48 .00 -88 .00 513.93 50.00 • 31550.000 10500.00 508.00 .52 .93 .52 539.19 50.00 • 31750.000 10500.00 507.79 .00 -31 .00 243 -25 200.00 • 31750.000 10500.00 508.24 .45 .24 .45 246.61 200 -00 32740.000 10500.00 508.26 .00 .47 .00 250.16 990.00 32740.000 10500.00 508.66 .40 .42 .40 253.54 990.00 34045.000 10500 -00 509.11 .00 .85 .00 263.71 1305.00 34045.000 10500.00 509.43 .32 .77 .32 265.85 1305 -00 • 34330.D00 10500.00 509.30 .00 -19 .00 257.60 285.00 • 34330.000 10500.00 509.60 .30 .17 -30 259.89 285.00 34870.000 10500.00 510.28 .00 .98 -00 254.20 540.00 34870.000 10500.00 510.48 -20 .88 .20 255.58 540.00 1 18JUL00 15:07:16 SECNO Q CWSEL DIFKSP DIFKWK DIFKWS TOPWID RLCW 35450.000 10500.00 511.53 .DO 1.25 .00 238.52 580.00 35450.000 10500.00 511.64 .11 1.16 .11 239.20 580.00 35570.000 10500.00 511.81 .00 -28 .00 240.15 120.00 35570.000 10500.00 511.90 .10 .26 -10 240.81 120.00 • 35770.000 11200.00 512.10 .00 .30 .00 239.48 200.00 • 35770.000 11200.00 512.18 .08 .28 .08 240.13 200.00 • 35970.000 11200.00 512.99 .00 .89 .00 238.73 200.00 • 35970.000 11200.00 513.04 .05 .86 .05 239.04 200.00 • 36070.000 11200.00 512.92 .00 -.07 .00 177.01 100.00 • 36070.000 11200.00 512.97 .05 -.07 .05 177.32 100.00 36360.000 11200.00 513 -59 .00 .67 .00 177.47 290.00 36360.000 11200.00 513 -62 .04 .65 .04 177.69 290.00 38220.000 11200.00 512.84 .00 -.74 .00 100.18 40.00 38220.000 11200.00 512.89 .05 -.73 .05 100.18 40.00 38232.000 11200.00 512.87 .00 .03 .00 100.18 12.00 38232.000 11200.00 512 -92 -05 .03 .05 100.18 12.00 • 38235.000 11200.00 517.79 .00 4.92 .00 110.07 3.00 • 38235.000 11200.00 517.79 -00 4.88 .00 110.07 3.00 • 38255.000 11200.00 520.97 .00 3.18 .00 150.00 20.00 • 38255.000 11200.00 520.97 .00 3.18 .00 150.00 20.00 38315.000 11200.00 521.96 .00 1.00 .00 260.00 60.00 38315.000 11200.00 521.96 .00 1.00 -00 260.00 60.00 • 38380.000 11200.00 521 -84 .00 -.13 .00 233.77 65.00 • 38380.000 11200.00 521.84 .00 -.13 .00 233.77 65. D0 38420.000 11200.00 521.89 .00 .05 -00 233.42 40.00 38420.000 11200.00 521.89 -00 .05 .00 233.42 40.00 38500.000 11200.00 522.11 .00 .22 -00 232.92 80.00 38500.000 11200.00 522.11 .00 .22 .00 232.92 80.00 38580.000 11200.00 522.32 .00 .22 -00 231.69 80.00 38580.000 11200.00 522.32 .00 .22 .00 231.69 80.00 38620.000 11200.00 522.39 .00 .06 .00 231.36 40.00 .36 1.05 15294.88 13175.94 1.05 1.82 6025.53 7720.99 .42 1.11 14609.52 12259.62 1.48 2.13 6755.66 6502.42 1.20 1.78 8564.38 7197.25 4.79 3.64 2452.54 3610.58 PAGE 61 PAGE 62 38620.000 11200.00 522.39 .00 .06 .00 231.36 40.OD 38670.000 11200.00 522.69 .00 .31 .00 289.39 50.00 38670.000 11200.00 522.62 -.07 .24 -.07 213.27 50.00 1 18.3UL00 15:07:16 PAGE 63 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 38889.000 11200.00 523.84 .00 1.14 .00 479.36 219.00 38889.000 11200.00 523.73 -.11 1.11 -.11 307.00 219.00 39016.000 11200.00 524.20 .00 .36 .00 422.00 127.00 39016.000 11200.00 524.41 .21 .68 .21 390.00 127.00 39403000 1120000 525.06 .00 .87 .00 958.76 187.00 39403..000 11200..D0 525.21 .15 .BO .15 292.00 387.00 39768.000 11200.00 525.22 .00 .16 .00 193.94 365.00 • 39768.000 11200.00 525.76 .53 .55 .53 197.74 365.00 39800.000 11200.00 525.14 .00 -.09 .00 162.54 32.00 39800.000 11200.00 525.68 .59 -.08 .54 164.70 32.00 39865. 000 11200.00 525.19 .00 .05 . 00 162.16 65.00 39865.000 11200.00 525.72 .53 .04 .53 164.28 65.00 39900.000 11200.00 525. 30 . 00 .31 .00 175.60 3500 39900.000 11200.00 525.82 .52 .30 . 52 178.71 35..00 40208.000 11200.00 526.01 .00 .71 .00 190.66 108.00 40208.000 11200.00 526.42 .41 .60 .41 193.11 308.00 40408.000 11200.00 526.33 .00 .32 .00 188.90 200.00 40408.000 11200.00 526.70 .37 .28 .37 191.08 200.00 • 40635.000 11200.00 527. 09 . 00 . 76 . 00 375.54 22000 • 40635.000 11200.00 527.40 . 30 .70 .30 320.00 220..00 40698.000 11200.00 527.17 .00 .07 .00 584.12 155.00 40698.000 11200.00 527.54 .37 .14 .37 586.73 155.00 • 4113000 7900.00 527.55 .00 .39 .00 588.90 100.00 • 411 38.000 7900.00 527.87 .31 .33 .31 585.32 100.00 • 41340.000 7900.00 527.53 .00 -.02 .00 161.47 215.00 • 41340.000 7900.00 527.82 .28 -.05 .28 163.15 215.00 41471.000 7900.00 527.70 .00 .16 .00 142.03 131.00 41471.000 7900.00 527.96 .26 .14 .26 143.60 131 .00 41703.000 7900.00 528.57 .00 .87 .00 146.83 232.00 41703.000 7900. DO 528.73 .16 .77 .16 147.88 232.00 • 42040.000 7900.00 529.71 .00 1.14 .00 198.17 337.00 • 42090.000 7900.00 529.83 .10 1.08 .10 198.82 337.00 • 42138.000 7900.00 530.79 .00 1.08 .00 1481.54 98.00 • 42138.000 7900.D0 531.49 .70 1.68 .70 510.00 98.00 1 18.1UL00 15:07:16 PAGE 64 SECNO Q CWSEL DIFWSP DIFWSX DIPKWS TOPWID XLCH • 42200.000 7900.00 531.17 .00 .38 .00 1627.81 62.00 • 42200.000 7900.00 532.02 .85 .53 .85 710.00 62.00 • 422:0.000 7900.00 533.88 .00 .71 .00 1961.30 80.00 • 42280.000 7900.00 532.58 .69 .56 .69 580.00 80.00 • 44200.000 7900.00 533.73 00 185 00 159436 2030.00 • 44200.000 7900.00 534.76 1..03 2..19 1..03 580..00 2030.00 45820.000 7900.00 539.03 .00 5.30 .00 1399.80 1620.00 45620.000 7900.00 539.3D .27 4.53 .27 630.00 1620.00 • 47450.000 7900.00 543.44 .00 4.41 .00 1372.71 1630.00 47450.000 7900.00 544.17 .74 4.88 .74 500.00 1630.00 47540.000 7900.00 543.49 .00 .06 .00 1912.46 91.00 47540.000 7900.00 544.27 .78 .10 .78 650.00 90.00 • 47690.000 7900.00 5439 .8 .00 .90 .00 2084.16 100.00 • 97690. 000 7900.00 544.89 1.01 .62 1.01 1110.00 100.00 • 47670.000 7900.00 548.55 .00 4.66 .00 2250.00 30.00 * 47670.000 7900.00 548.95 .40 4.06 .90 1020.00 30.00 47720.000 7900. 00 54855 . . 00 .00 . 00 225000 5000 47720.000 7900.00 548.95 .40 .00 .40 875..00 50..00 • 48350.000 7900.00 548.57 .00 .02 .00 1864.31 630.00 • 48350.000 7900.00 598.98 .41 .03 .41 240.00 630.00 1 18SUL00 15:07:16 PAGE 65 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO- 30190.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 30190.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 30201.000 PROFILE: 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 30201.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 31480.000 PROFILE. I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 31480.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 31550.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 31550.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 31750.00D PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31750.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 34330.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 34330.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC1N0- 35770.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 35770.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECHD- 35970.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35970.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECN0. 36070.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 36070.000 PROPI LE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 38235.000 PROFILE- I CRITICAL DEPTH ASSUMED CAUTION SECNO- 38235.000 PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38235.000 PROFILE- I 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 38235.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38235.000 PROFILE- 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38235.000 PROPI LE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 38255.000 PROPIIE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO. 38255.000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO- 38380.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 38380.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 39768.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 40635.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 40635.000 PROFILE- 2 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41138.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41138.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 91340.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41340.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 18JUL00 15:07:16 PAGE 66 WARNING SE 0- 42040.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42040.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 42138.000 PROFILE. 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 42138.000 PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO . 42138.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 42138.000 PROFILE= 2 CRITICAL DEPTH ASSUMED L. CAUTION SECNO- 42138.000 PROFILE- 2 PROBABLE MINIMUM SPECIFIC ENERGY .ION SECNO. 42138.000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 42200.000 PROFILE- 1 WSEL ASSUMED BASED ON MIN DIFF CAUTION SECNO- 42200.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 42200.000 PROFILE- I HYDRAULIC JUMP D.S. CAUTION SECNO- 42200.000 PROFILE- 2 HYDRAULIC JUMP D.S. WARNING SECNO- 42280.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42280.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROPILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECND. 44200.000 PROPI LE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47450.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47670.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47670.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECHO- 48350.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 48350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 18JUL00 15:07:16 PAGE 67 FIAODWAY DATA GRAPEVINE CREEK PROPOSED PROFILE NO. 2 - - - - - -- FLOOONAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FUJODNAY FLOODWAY 27620000 444. 1830. 5.7 495.7 495.6 .1 30130..000 128. 1370. 7.7 502.9 502.2 .7 30389.000 90. 1053. 10.0 502.9 502.1 .B 30190.000 90. 965. 10.9 502.8 502.0 .8 30200.000 90. 989. 106 503.1 5024 .7 302 01. 000 90. 1110. 9..5 503.6 503.. . 0 6 30250.000 155. 1710. 6.1 504.4 504.0 -4 31310.000 181. 1793. 5.9 506.6 506.2 .4 31480.000 119. 1300. 8.1 506.9 506.4 .5 31500.000 119. 1300. 8.1 507.1 506.6 .5 31550.000 539. 2798. 3.8 508.0 507.5 .5 31750.000 247. 3059. 3.4 508.2 507.8 .4 32740.000 254. 2811. 3.7 508.7 508.3 .4 3 4045.00 0 266. 2644. 4.0 509.4 509.1 .3 34330.000 260. 2072. 5.1 509.6 509.3 .3 34670.000 256. 1872. 5.6 510.5 510.3 .2 35450.000 239. 1838. 5.7 511.6 511.5 1 .8 35570.000 241. 1901. 5.5 511.9 511. .1 35770.000 240. 1512. 7.4 512.2 512.1 .1 35970.000 239. 2118. 5.3 513.1 513.0 .1 36070.000 177. 1476. 7.6 513.0 512.9 .1 36360.000 178. 1487. 7.5 513.6 513.6 .0 38220.000 100. 890. 12.6 512.8 512.8 .0 38232.000 100. 892. 12 -6 512.9 5129 .0 38235.000 110. 752. 14.9 517.8 517..8 .0 38255.000 150. 1303. 8.6 521.0 521.0 .0 38315.000 260. 1937. 5.B 522.0 522.0 .0 38380.000 234. 1578. 7.1 521.8 521.8 .0 38420.000 233. 1565. 7.2 521.9 521.9 .0 38500.000 233. 1548. 7.2 522.1 522 -1 .0 38580.000 232. 1506. 7.4 522.3 522 -3 .0 38620.000 231. 1495. 7.5 522.4 522.4 .0 38670.000 213. 1572. 7.1 522 -6 522.7 -.1 38889.000 -- l.7 - 39016.000 390. 2519. 4.4 524.4 524.2 .2 39403 -000 292. 2282. 4.9 525.2 525.1 .1 39768.000 197. 1895. 5.9 525.7 525.2 .5 39800.000 165. 1638. 6.B 525.6 525.3 .5 39865.000 164. 1627. 6.9 525.7 525.2 .5 39900.000 179. 1667. 6.7 525.8 525.3 .5 40208.000 193. 1807. 6.2 526.4 526.0 .4 40408.000 191. 1761. 6.4 526.7 526.3 .4 1 18JUL00 15:07:16 FLDODNAY DATA, GRAPEVINE CREEK PROPOSED PROFILE NO. 2 ----- -- FLOODNAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN mm WITHOUT DIFFERENCE AREA VELOCITY PIOODWAY FLDO7NAY 40635.000 320. 3124. 3.6 527.4 527.1 .3 40698.000 587. 3673. 3.0 527.6 527.2 .4 41138.000 585. 3181. 2.5 527.9 527.6 .3 91340.000 163. 1232. 6.4 527.8 527.5 .3 41471.000 144. 1031. 7.7 528.0 527.7 .3 41703.000 148. 1074. 7.4 528.8 528.6 .2 42040.000 199. 1578. 5.0 529.8 529.7 .1 42138.000 510. 1242. 6.4 531.5 530.8 .7 42200.000 710. 2033. 3.9 532.0 531.2 .8 42280.000 580. 1319. 2.4 532.6 531.9 .7 44200.000 580. 2257. 3.5 534.7 533.7 1.0 45820.000 630. 1934. 4.1 539.3 539.0 .3 47450.000 500. 2135. 3.7 544.1 543.4 .7 47540.000 650. 2011. 3.9 544.3 543.5 .8 47640.000 1110. 4158. 1.9 544.9 543.9 1.0 47670.000 1020. 8026. 1.0 549.0 548.6 .4 47720.000 875. 6756. 1.2 549.0 548.6 .4 48350.000 240. 2453. 3.2 549.0 548.6 .4 PAGE 68