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Grapevine Creek-SY 900928
FLOOD PLAIN STUDY ON GRAPEVINE CREEK SOUTHWESTERN BOULEVARD TO IH-635 FOR THE CITY OF COPPELL, TEXAS SEPTEMBER, 1990 ALBERT H. HALFF ASSOCIATES, INC. 8616 NORTHWEST PLAZA DRIVE DALI,AS, TEXAS 75225 ALBERT H. HALFF ASSOCIATES: INC. ENGINEERS · SCIENTISTS , SURVEYORS DALLAS · ARLINGTON · CHICAGO · FORT WORTH ~,6'5 F,C~THWES7 F-'_AZA DRIVE ·~...,*..._~. ~ ^ ~ '"~ T=XAS 75225 2::,73~-co~ September 28, 1990 AVO 10751 M. Shohre Daneshard, P.E. City of Coppell P. O. Box 478 732 Deforest Lane Coppell, Texas 75019 Re: Letter of Map Revision for Proposed Improvements to Grapevine Creek -- Southwestern Boulevard to 15-1-635 Dear Shohre: Please find enclosed the report entitled "Flood Plain Study on Grapevine Creek Southwestern Boulevard to I5-1-635 for the City of Coppell, Texas". This report fulfills the requirements for issuance of a Conditional Letter of Map Revision by the Federal Emergen~ Management Agency.. A draft cover letter for this submission is included in the report. Technical data has also been supplied to address fully developed watershed conditions as specified by the City of Coppell Flood Plain Ordinance No. 87390. Please feel flee to call if you have any questions. Yours Ve~- Truly, /..' Jean Hansen JH/mv enclosure cc: Mr. Mike Tucker, Prentiss Properties Ltd., Inc. September 28, 1990 AVO 10751 XGO1 Federal Emergency Management Agency 1725 I. Street N. Washington;D.C. 20472 Attn: Mr. Matt Miller Re: Request for Conditional Letter of Map Revision for Proposed Structures on Grapevine Creek in Coppell, Texas Dear Mr. Miller: Please find, enclosed a technical report on ex/sting and proposed flood plain and floodway conditions relative to the reach of Grapevine Creek from Southwestern Boulevard to IH-635 in Coppell. This report, prepared by Albert H. Halff Associates, Inc., includes a detailed hydraulic analysis of the ex/sting and proposed channel and overbank conditions. This report also includes the HEC-2 computer printouts, flood plain and floodway maps, and other data required for a Conditional Letter of Map Revision. A Conditional Letter of Map Revision dated Aug-ust 18, 1987, Case No. 86-06-4TR already ex/sts for this reach of Grapevine Creek. This report incorporates the previous hydraulic analysis and provides technical data for two additional bridge crossing. We request a new Conditional Letter of Map Revision which will include the proposed Southwestern Boulevard improvements and the railroad crossing, as well as, the ex/sting channelization, Freeport Parkway bridge and the previously submitted drop structure. If you have any questions on this report, please contact Ms. Shohre Daneshmand, P.E. at the City of Coppell (214/462-8495). Thank you for your consideration of this request. Yours Very Truly, City of Coppell M. Shohre Daneshmand, P.E. Enclosure cc: Ms. Jean Hanson, Albert H. Halff Associates, Inc. TABLE OF CONTENTS I. PURPOSE ................................................... 1 II. PROCEDURES ............................................... 1 III. DESCRIPTION OF IMPROVEMENTS ............................. 3 IV. RESULTS .................................................... 4 V. CONCLUSIONS ............................................... 6 LIST OF TABI,F.S Table I Description of Existing and Proposed Improvements .................................... 4 Table 2 Comparison of August 1978 FIS and May 1990 FIS update ................................... 5 Table 3 Valley Storage Comparison .................................. 5 Table 4 Comparison of Existing and Proposed Flood Plain Conditions - FIS Discharges ........................................... 7 Table 5 Floodway Comparison ...................................... 8 Table 6 Comparison of Existing and Proposed Flood Plain Conditions - Fully Developed Discharges .................................. 9 LIST OF FIGURES Figure 1 Vicinity Map Figure 2 IH-635 Bridge Cross Section fi.om F.I.S. update Figure 3 Modified II-I-635 Bridge Cross Section Figure 4 Proposed Rail Road Bridge Cross Section Figure 5 Proposed Southwestern Boulevard Cross Section Figure 6 Water Surface Profiles with Proposed Improvements Figure 7 Flood Plain and Floodway APPENDICES Appendix A Conditional Letter of Map Revision, Case No. 86-06-47R Appendix B F.I.S. Ex/sting Conditions Flood Plain HEC-2 model Appendix C F.I.S. Ex/sting Conditions Floodway HEC-2 model Appendix D Revised Existing Conditions Flood Plain HEC-2 model Appendix E Revised Existing Conditions Floodway HEC-2 model Appendix F Proposed Conditions Flood Plain HEC-2 model Appendix G Proposed Conditions Floodway HEC-2 model Appendix H Existing Conditions/Ultimate Discharges HEC-2 model Appendix I Actual Ex/sting Conditions/Ultimate Discharges HEC-2 model Appendix J Proposed Conditions/Ultimate Discharges HEC-2 model GRAPEVINE CREEK SOUTHWESTERN BOUI.EVARD TO 1H-635 I. PURPOSE This study on Grapevine Creek in Coppell, Texas was undertaken to provide the necessary technical data for issuance of a FEMA Conditional Letter of Map Revision and a Flood Plain Development permit in accordance with the City's Flood Plain Management Ordinance No. 87390. Grapevine Creek is a tributary of the Ell Fork of the Trinity River. The creek enters the City of Coppell from the south at IH-635 (LBJ Freeway ) and flows in an easterly direction for 6.0 miles to it's confluence with the Ell Fork on the Coppell/Irving corporate boundary. The study area which is the focus of this report is located in the upstream reach of Grapevine Creek, from the IH-635 bridge crossing to the existing Southwestern Boulevard crossing, Figure 1. A "Belief Letter" for this reach of Grapevine Creek, Case No. 86-06-47R, was issued on August 18, 1987 which included the existing channelization, the Freeport Parkway bridge and a proposed drop structure. This study incorporates the hydraulic analyses for these existing and proposed improvements into the design models for proposed Southwestern Boulevard and the railroad crossing. H. PROCEDURES A. Hydrology - Discharges for the existing land use condition 10-, 50-, 100- and 500-year frequencies used in this report are from the Corps of Engineers' hydraulic models for the Dallas County Flood Insurance Study, August 1978, updated by Kimley-Horn and Associates, May 1990. The flood plain/floodway for the existing and proposed conditions was evaluated based on these discharges, in accordance with FEMA criteria. The City of Coppell Flood Plain Ordinance also requires the evaluation of the hydraulic impacts on the ultimate 2 and 100 year flood plains. The discharges used in these models are from the City of Coppell's "Master Drainage Study" performed by Kimley-Horn and Associates in January 1990. These discharges are based on fully developed land uses. B. Hydraulics - The Corps of Engineers' HEC-2 program, September, 1988 PC version, updated June 1990, was utilized to perform the required hydraulic analysis. The following nine computer models were utili~_ed and printouts from each are included in the Appendices of this report. 1. F.I.S. F_xisting Conditions Model (Appendix B) - This is the existing conditions, F.I.S. hydraulic model for the 10-, 50-, 100-, and 500-year floods. This model was obtained from Kimley-Horn and Associates and is the F.I.S. update model submitted to FEMA, May 1990. 2. FEMA Existing Conditions Floodway Model (Appendix C) - This is the existing conditions floodway model, May 1990 as referenced in Number 1. 3. Revised Existing Conditions Model (Appendix D) - This is the F.I.S. existing conditions model (No.1), modified as follows: a. Cross sections 383+80 through 386+70, the IH-635 bridge sections, has the left and right banks marked at the small pilot channel in the center of the cross section (see Figure 2). Examination of on-site conditions suggests that what can physically be considered the channel area extends to the edge of the concrete side slopes. The revised bank stations have been set at the foot of the concrete side slopes. The overbank 'n' values have been set at 0.015 to represent the concrete side slopes. b. The elevations of the bridge encroachments (X3 10) at cross sections 383+80 through 386+70 were set for the low point of the right overbank area and not for the minimum top of road to simulate weir flow. Consequently, the original F.I.S. model carried significant amounts of flow in the right overbank areas downstream and upstream of the IH-635 bridges. However, given the elevation of the minimum top of road, flow over the highway is not possible. This has been corrected by adjusting the X3 card to confine all flows to the bridge openings. These corrections were also made to the previous F.I.S. model, August 1978 in the course of obtaining the conditional letter of map revision referenced in Section I. The May, 1990 F.I.S. update confines the flow to the bridge opening and changes the 'n' value through the bridge for the eastbound (upstream) IH-635 bridge only. The bank stations are not corrected. A comparison of this hydraulic model with the revised base model is included in Table 2. The modified cross section of the IH-635 bridge is shown on Figure 3. 4. Revised Existing Conditions Floodway Model (Appendix E) - This is this May, 1990 F.I.S. floodway model, modified as noted in No.3. 5. Proposed Conditions Model (Appendix F) 10-, 50-, 100-, and 500-year floods - This is the existing conditions model modified to reflect the existing and proposed improvements, as approved in the Conditional Letter Case No. 86-06-47R Southwestern Boulevard and railroad proposed bridge crossings are also incorporated. Figure 4 and Figure 5 show the cross sections for these two proposed structures. The water surface profile for this run is displayed on Figure 6. 2 6. Proposed Conditions Floodway Model (Appendix G) - This is the floodway model modified to reflect the existing and proposed improvements, as discussed in Number 5. 7. Existing Condition Model with Ultimate Discharges (Appendix H - Detailed output not included) - This is the ex/sting condition model with discharges representing fully developed land use within the watershed, as included in the report entitled "Coppell Master Drainage Plan" by Kimley-Horn and Associates, January 1990. 8. Actual Existing Conditions with Ultimate Discharges (Appendix I - Detailed output not included) - This is the actual existing conditions model with fully developed discharges. This model includes the channelization and Freeport Parkway bridge, as they ex/st today. This is the hydraulic model utiliT, ed for the Coppell "Storm Water Management Study." Other modifications made to this model are downstream of the study area and include Denton Tap Road and the Creekview Addition encroachment. 9. Proposed Conditions with Ultimate Discharges (Appendix J - Detailed output not included) - This model includes the existing improvements discussed in Number 8, the drop structure approved in 1987 and the proposed bridge structures at Southwestern Boulevard and the railroad crossing. IH. DESCRIFFION OF IMPROVEMI~NTS The proposed improvements to Grapevine Creek in Coppell, Texas consist of dual bridges at Southwestern Boulevard, Stream Station 314+70 through 315+48 and a proposed railroad bridge at Stream Station 337+45, approximately 2200 feet upstream of Southwestern Boulevard. The proposed condition hydraulic models also incorporated the existing 200 foot bottom width channel, existing Freeport Parkway and a proposed drop structure immediately downstream of IH-635 as described in the report entitled "Conditional Letter of Map Revision Request for Grapevine Creek in Coppell, Texas," June 1985. Table 1 gives a detailed reach by reach description of these improvements. 3 Table 1 Description of Existing and Proposed Improvements Reach Improvements 31470 to 31548 Proposed Southwestern Boulevard - dual bridges 31548 to 33737 Existing Earthen Channel, 200-foot bottom width 33737 to 33752 Proposed Rail Road Bridge 33752 to 35450 Existing Earthen Channel, 200-foot bottom width 35450 to 35750 Existing Freeport Parkway Bridge 35750 to 35970 Ex/sting Earthen Channel, 200-foot bottom width 35970 to 38260 Proposed Transition to 70-foot bottom width earthen channel 38260 to 38360 Begin Proposed Reinforced Concrete Drop Structure, provide erosion protection downstream with rip-rap 38360 to 38420 End Proposed Concrete Drop Structure, provide erosion protection upstream with rip-rap, end improvements. As noted in Table 1, the channelization and Freeport Parkway bridge have been built. A Letter of Map Revision for these existing improvements, only was requested previously and denied due to unstable channel conditions between Freeport Parkway and the IH-635 bridge. However, a Conditional Letter of Map Revision, Case No. 86-06-47R was issued by FEMA for the existing improvements with a proposed drop structure to create stable channel conditions during flood events. A copy of this "Belief Letter" is included in Appendix A of this report. This structure has not been constructed to date but property, owners within the reach of Grapevine Creek from Southwestern Boulevard to IH-635 are aware of the fact that a final Letter of Map Revision can not be issued until the project is completed. This report requests issuance of a Conditional Letter for the Southwestern Boulevard improvements and a proposed rail bridge in combination with the previously approved channelization and drop structure. Fully developed conditions are also addressed as specified by the City of Coppell Flood Plain Ordinance. IV. RESULTS Tables 4, 5, and 6 show the results of the various HEC-2 models evaluated in this study. Table 4 is a comparison of the resulting 100-year water surface elevations and velocities for the previously existing and proposed flood plain conditions. Table 5 is the comparison of the floodway water surface elevations for these conditions. The elevations shown in these two tables are based on existing land use discharges and hydraulic models supplied by Kimley-Horn and Associates from the May 1990 F.I.S. update. The computed water surface elevation at the downstream face of existing Southwestern Boulevard differs by only 0.09 feet as compared to the August 1978 F.I.S., as shown in Table 2. Table 2 Comparison of August 1978 F.I.S. to May 1990 Update August 1978 May 1990 F.I.S. F.I.S. Section CWSEL CWSEL 31480 506.53 506.44 Since this is not a significant change in existing conditions, the existing "Belief Letter" should still be valid. However, this study, based on the May 1990 F.I.S. update, incorporates all existing and proposed improvements and requests a new Conditional Letter of Map Revision for the reach of Grapevine Creek from Southwestern Boulevard to IH-635. The proposed flood plain/floodway is shown on Figure 7. Table 6 contains a comparison of previous, actual and proposed channel conditions for this reach of Grapevine Creek based on discharges developed by Kimley-Horn and Associates for a fully developed watershed. As can be seen from this table, velocities upstream of Freeport Parkway with the actual channel conditions range from 13 to 16 feet per second. Continuation of the existing channel with the proposed drop structure lowers these velocities and controls the unstable channel conditions. The improvements to Southwestern Boulevard and the proposed rail bridge do not cause an increase in water surface elevation nor do they cause erosive velocities. A comparison of the natural valley storage characteristics of this reach of Grapevine Creek for actual channel conditions versus the flood plain with the two new proposed bridge structures is shown in Table 3. Table 3 Valley Storage Comparison Cross Actual Channel Proposed Bridges Section Volume (ac.ft.) Volume (ac.ft.) "GREXULT 1" "SGRPROPU" 31310 1706.8 1706.8 38380 1987.4 1974.4 This comparison shows a loss of 13 ac. feet of storage, approximately 4.5 percent. This loss is primarily due to widening the channel immediately downstream of the proposed drop structure. CONCLUSIONS The Southwestern Boulevard bridge improvements and proposed rail crossing do not cause any increases in computed water surface elevations, nor do they cause erosive velocities within the channel. The previously approved proposed drop structure between Freeport Parkway and IH-635 is required to control unstable channel conditions within this reach. Rip-rap erosion control upstream and downstream of this proposed structure is required. Overall this project meets the requirements for issuance of a FEMA Conditional Letter of Map Revision and satisfies the criteria specified in the City of Coppell Flood Plain Ordinance. This ordinance requires that minimum finished floor elevations be set at 2 foot above the F.I.S. base flood (100- year) elevation or 1 foot above the design base flood elevation (100-year Ultimate), whichever is higher. Review of the Proposed Condition water surface elevations, Tables 4 and 6 show that the 2 foot F.I.S. criterion controls. It is recommended that minimum finished floor elevations be set 2 feet above the base flood elevations shown on Figure 7. TABLE 4 COMPARISON OF EXISTING AND PROPOSED FLOOD PLAIN CONDITIONS GRAPEVINE CREEK, 100-YEAR FLOOD-FIS DISCHARGES COE/~ ~STING ~SED ~ PROPOSED CO~T~O~SII C.O.E.! A.H.B. 100 YR CHANNEL CHANNEL CHANNEL K.H.A. DISCHARGE WSEL VELOCITY WSEL VELOCITY WSEL VELOCITY X-SECT X-SECT DESCRIPTION (cfs) {f~} (fgs) (ft) (fps) (ft) (fps) ......... i ............ i .......................... i ......... ! ......... i ......... ii ......... i ......... i~ ......... i ......... 30250 3o250 10500 504.02 8.19 504.02 s.19 504.02 8.19 31310 31310 10500 506.15 7.34 506.15 7.34 506.15 7.34 31420 BEGIN SECTIONS FOR 10500 506.22 6.73 31464 IpROPOSED SOUTHWESTERN 10500 506.27 6.70 31470 D.S. FACE SOUTHWESTERN W. 10500 506.17 7.37 31480 10500 506.44 8.07 506.44 8.07 31500 10500 506.60 8.07 506.60 8.07 31503 U.S. FACE SOUTHWESTERN W. 10500 506.19 7.46 31509 10500 506.32 6.97 31515 D.S. FACE SOUTHWESTERN E. 10500 506.25 7.45 31548 U.S. FACE SOUTH~STERN E. 10500 506.27 7.54 31550 10500 507.48 6.31 507.48 6.31 31554 10500 506.36 7.22 31750 10500 507.12 3.77 32740 10500 507.67 4.09 33537 10500 508.28 4.54 33727 10500 508.49 4.44 33737 D.S. FACE PROPOSED RR 10500 508.42 5.53 33752 U.S. FACE PROPOSED RR 10500 508.50 5.48 33762 10500 508.75 4.32 34045 10500 509.01 4.14 34330 10500 509.21 5.33 34730 10500 513.73 11.02 513.73 11.02 34870 10500 510.22 5.81 35450 D.S. FACE FREEPORT 10500 I 511.50 5.82 35570 U.S. FACE FREEPORT 10500 II 511.78 5.62 37100 11200 520.72 7.90 II 520.72 7.90 35770 11200 II 5!2.08 7.53 35970 11200 II 512.60 7.52 36140 11200 512.80 8.23 36360 11200 513.26 8.17 38200 11200 522.57 4.63 522.55 4.61 38285 11200 513.24 9.60 38290 11200 513.25 9.59 38340 BOTTOM OF DROP 11200 512.84 11.52 38360 TOP OF DROP 11200 517.52 12.41 38380 38380 D.S. W. IH635 11200 522.54 8.87 522.38 6.17 518.94 11.77 38420 38420 U.S. W. IH-635 11200 522.57 9.58 522.41 6.23 519.35 10.95 38500 38500 BETWEEN BRIDGES 11200 522.63 3.39 522.58 6.35 520.84 8.54 38580 38580 D.S.E. IH-635 11200 522.59 3.65 522.74 6.60 521.35 8.37 38620 38620 U.S. E. IH-635 11200 522.65 3.67 522.79 6.65 521.47 8.35 38670 38670 50' U.S. OF IH-635 11200 522.67 3.72 522.99 7.35 521.91 8.61 39720 39720 11200 523.98 15.13 526.06 7.61 526.04 7.65 41180 41180 7900 528.83 3.66 528.68 3.87 528.67 3.87 41950 41950 7900 529.69 8.94 529.66 9.04 529.66 9.03 42050 42050 7900 531.11 9.53 531.09 9.62 II 531.09 9.65 42090 42090 7900 535.42 1.75 535.41 1.76 II 535.40 1.76 42170 42170 7900 535.43 1.34 535.42 1.34 I~ 535.42 1.34 44200 44200 7900 535.58 2.83 535.57 2.84 I~ 535.57 2.84 TABLE 5 FLOODWAY COMPARISON - GRAPEVINE CREEK COE/KHAEXISTING IICOE/KHAREVISED BASE II PROPOSED CO~iTIONS C'O'E'/IA'N'H' I 100 YR I 100 YR IFLOODWAYI ~1 ~LOODWAY~ II IFLOODWAY] X-SECT [X-SECT DESCRIPTION ) (cfs) ) (ft) I (ft) I(ft) ii (ft) [ (ft) )[ft) [[ (ft) [ (ft) ....................................... i ........ i ........ i ........ i ..... ii ........ ~ ........ ) ..... )1 ........ ) ........ ~ ..... 30250 30250 10500 504.0 504.4 0.4 Ii 504.0 504.4 0.4 [[ 504.0 504.4 0.4 31310 31310 10500 506.2 506.6 0.4 II 506.2 506.6 0.4 II 506.2 506.6 0.4 31420 BEGIN SECTIONS FON 10500 )~ II 506.2 506.7 0.5 31464 PROPOSED SOU'I~S~ERN 10500 I~ I~ 506.3 506.8 0.5 31470 D.S. FACE SOUTB-WESTERN W. 10500 II II 506.2 506.7 0.5 31480 10500 506.4 506.9 0.5 ~[ 506.4 506.9 0.5 II 315o0 10500 506.6 507.1 0.5 ]] 506.6 507.1 0.5 [[ 31503 U.S. FACE SOUTH~ESTERN W. 10500 II ~l 506.2 506.7 0.5 31509 10500 II ~1 506.3 506.6 0.5 31515 D.S. FACE SOU~STERN E. 10500 ~1 II 506.2 506.7 0.5 31548 u.s. FACE SOUTHWESTERN E. 10500 II II 506.3 506.8 0.5 31550 10500 507.5 507.9 0.4 )) 507.5 507.9 0.4 II 31554 10500 II ii 506.4 506.9 0.5 32740 10500 Il I1 so?.? 508.1 0.4 33537 10500 II II 508.3 506.6 0.3 33727 10500 (( 508.5 508.8 0.3 33737 D.S. FACE PROPOS~ RE 10500 ~1 508.4 506.7 0.3 33752 U.S. FACE PROPOSED RR 10500 ~l 508.5 508.8 0.3 33762 10500 II 508.8 509.1 0.3 34045 10500 II 509.0 509.2 0.2 34330 10500 )1 509.2 509.4 0.2 34730 10500 513.7 514.2 0.5 513.7 514.2 0.5 II 34870 10500 II 510.2 510.3 0.1 35450 D.S. FACE FREEPORT 10500 II 511.5 511.6 0.1 35570 U.S. FACE FREEPORT 10500 II 511.8 511.9 0.1 37100 11200 520.7 520.9 0.2 520.7 520.9 0.2 35770 11200 512.1 512.2 0.1 35970 11200 512.6 512.6 0.0 36140 11200 512.8 512.8 0.0 35360 11200 513.3 513.3 0.0 38200 11200 522.6 522.5 -0.1 522.6 522.5 I-0.1 38285 11200 513.2 513.2 0,0 38290 11200 513.3 513.3 0.0 38340 BOTi~M OF DROP 11200 512.8 512.8 0.0 38360 TOP OF DROP 11200 517.5 517,5 0.0 38380 38380 D.S.W. IE635 11200 522.5 523.2 0.7 522.4 523.2 0.8 518.9 518.9 0.0 38420 38420 11200 522.6 523.3 0.7 522.4 523.2 0.8 519.4 519.4 0.0 38500 38500 11200 522.6 523.3 0.7 522.6 523.2 0.6 520.8 520.8 0.0 38580 38580 11200 522.6 523.3 0.7 522.8 523.3 0.5 521.4 521.4 0.0 38620 38620 11200 522.7 523.3 0.6 522.8 523.3 0.5 521.5 521.5 0.0 38670 38670 11200 522.7 523.3 0.6 523.0 523.3 0.3 521.9 521,9 0.0 39720 39720 11200 524.0 523.3 -0.7 526.1 523.8 1-2.3 526.0 526,2 0.2 41180 41180 7900 528.8 527.6 -1.2 528.7 527.6 ~-1.1 528.7 529.3 0.6 41950 41950 7900 529.7 529.9 0.2 529.7 529.9 I 0.2 529.7 530.3 0.6 42050 42050 7900 531.1 531.0 -0.1 531.1 531.0 I-0.1 531.1 531.0 I-0.1 42090 42090 7900 535.4 535.2 -0.2 535.4 535.3 I-0.1 535.4 535.2 I-0.2 42170 42170 7900 535.4 535.3 I-0.1 535.4 535.4 I 0.0 535.4 535.3 44200 44200 7900 535.6 535.8 I 0.2 535.6 535.8 I 0.2 535.6 535.8 I 0.2 8 TABLE 6 COMPARISON OF EXISTING AND PROPOSED FLOOD PLA_IN CONDITIONS GRAPEVINE CREEK, 100 Y~%R FLOOD-FULLY DEVELOPED DISCHARGES K.H.A. A.H.H. DISCHARGE WSEL %rELOCITY Il WSEL iVELOCITY II WSEL VELOCITY X-SECT X-SECT DESCRIPTION (cfs) (ft) (fps) I~ (ft) (fps) II (f~) (fps) 30250 30250 11250 504.54 8.21 II 504.59 8.15 I~ 504.59 8.14 31310 31310 11250 506.59 7.33 506.75 7.14 I~ 506.61 7.30 31420 11700 Il 506.60 7.26 31464 11700 I~ 506.65 7.22 31470 D.S. FACE SOUTHWESTERN W. 11700 II 506.54 7.94 31480 11700 506.74 8.99 506.85 8.99 II 31500 11700 506.94 8.99 507.05 8.99 II 31503 u.s. FACE SOU'I~rw-ESTERN W. 11700 506.56 8.03 31509 11700 506.71 7.50 31515 D.S. FACE SOUTHWESTERN E. 11700 506.63 8.01 31548 U.S. FACE SOUTHWESTERN E. 11700 506.65 8.11 31550 11700 508.10 6.35 508.22 6.22 31554 11700 506.75 7.75 31750 11700 508.48 3.75 507.63 4.02 32740 11700 508.97 4.05 508.23 4.33 33537 11700 508.88 4.75 33727 11700 509.09 4.65 33737 D.S. FACE PROPOSED RE 11700 509.01 5.79 33752 U.S. FACE PROPOSED B.R 11700 509.10 5.73 33762 11700 509.37 4.51 34045 11700 509.84 4.25 509.64 4.33 34330 11700 510.03 5.35 509.84 5.48 34730 11700 514.13 11.19 34870 11700 510.95 5.87 510.82 5.97 35450 D.S. FACE FREEPORT 11700 512.14 5.98 512.07 6.03 35570 U.S. FACE FREEPORT 11700 512.43 5.76 512.38 5.81 37100 11700 520.97 7.83 35770 11700 512.77 7.07 512.71 7.14 35970 11700 513.14 13.33 513.13 7.43 36140 11700 514.99 15.22 513.31 8.13 36360 150' D.S. OF DROP 11700 519.25 16.10 513.74 8.11 38200 11700 522.76 4.68 38285 11700 513.71 9.50 38290 11700 513.72 9.49 38340 BOTTOM OF DROP 11700 513.32 11.40 38360 TOP OF DROP 11700 517.88 12.52 38380 38380 O.S.W. IH635 11700 522.75 8.76 522.61 6.23 519.08 11.90 38420 38420 U.S.W. IH635 11700 522.78 9.72 522.65 6.28 519.50 11.05 38500 38500 BETWEEN BRIDGES 11700 522.84 3.43 522.81 6.41 520.99 8.68 38580 38580 D.S.E. IH635 11700 522.80 3.68 522.97 6.65 521.50 8.50 38620 38620 U.S.E. IH635 11700 522,86 3.70 523.02 6.71 521.62 8.48 38870 38670 50' U.S. OF IH635 11700 522.88 3.75 523.22 7.45 522.07 8.77 39720 39720 11700 524,07 15.26 526.25 7.52 526.20 7.61 41180 41180 6150 528.71 2.98 528.57 3.14 528.57 3.14 41950 41950 6150 529.28 7.90 529.23 8.04 529.22 8.04 42050 42050 6150 530.63 9.37 II 530.67 9.18 530.68 9.17 42090 42090 6150 533.82 2.25 ~1 533.84 2.23 533.85 2.22 42170 42170 6150 533.84 1.53 Il 533.87 1.52 533.87 1.52 44200 44200 6150 534.10 4.15 II 534.12 4.11 534.12 4.11 ! PARKWAY BI VD, 0 >' . ~ p PROJECT ~ SITE ~ ~ FIGURE 1 '_~ V~NITY MAP ~o_ FIGURE 2 I.H. 635 BRIDGE SECTION 1990 F.I.S. UPDATE 0 o in'. ~-- .LUg U I (T) i ~..~. ,~ ~,~..~i. I~~! :::::::::::::::::::::::::::::: O ~010 o~o ~ < o8 ~ ~ ' ' i o ~ / ' ' / ' H / ~ '.0 ~0 ~ / , , Z / $ · ~ ~ :o I~l ~ o . NOIi~A~]~ x ~OBI~IEB I,X. 8~ BRIB6E SEOTION FIGURE 4 PROPOSED RAILROAD BRIDGE FIGURE 5 PROPOSED BRIDGE APPENDICES I I - I I I I I APPENDIX A I CONDITIONAL LETI'ER OF MAP REVISION CASE NO. 86-06-47R I AUGUST 20, 1987 ! I I I I I I I I I Federal Emergency Management Agency Washington, D.C. 20472 The Honorable Leu Duggan Case #86-06-47R Mayor of the City .of Coppell P.O. Box 478 Coppell, Texas . ~l!a 7~' c~ ~ Dear Mayor Duggan: ~is is in reference to a letter ~t~ May 29, 1986, and technical data s~tt~ by Mr. ~ Powell, P.E., fomer City Engineer for ~e City of Cop~ll, Texas. In his letter, ~ich was fo~arded to us by our Region VI office, Mr. Powell r~uested ~at ~e Federal ~ergency Management Agency (F~) issue a conditional Letter of Map Re, sion for a proposed ~annel mo~fication and bridge co~ction project along Grapevine Cre~ between Cop~ll Road and Interstate Highway 635. ~is pr~oosed project involves reali~ent of ~e Grapevine Cre~ ch~nel including co~ction of a grass-lined ch~el wi~ the ~se ~d~ va~ing fr~ 70 to 200 feet, cons~ction of a concrete ~op s~cture do~stre~ of Interstate ~ghway 635, and co~ction of a bridge at Freeport Parkway. Te~nical data s~tt~ in sup~rt of ~is r~uest included a report enticed "Conditional Letter of Map Revision R~uest for Grapevine Cre~ in Cop~ll, Texas," prepared by A~ert H. Halff Associates, Inc. ~is report contain~ a description of me~odologies used and hydraulic backwater models for existing and proposed condition. Ad~tional te~anical data were s~tted on several occasio~ at our r~uest; all r~r~ data to process ~is r~uest were received by Mar~ 18, 1987. During ~e course of review, we were i~omed ~hat ~e chapel mo~fication between Cop~ll Road and Freeport Parkway and ~e co~t~ction of ~e Freeport Parkway bridge were completed. ~. B. ~atole Falagan of A~ert H. Halff Asso~ates, Inc., s~tted hydraulic analyses, ~ich reflect~ ~e completed portion of ~e project ~d r~uest~ ~at F[U~ review ~hese analyses and issue a Letter of Map Re, sion. In revie~ng ~e analyses, we noted ~at ~cessive velocities exist in ~e earthen ~ha~el be~een ~he do~stre~ end of ~he completed channel modificatio~ and ~ne Freeport Parkway bridge, -~ich could result in severe erosion and ~der~tting of both ~e bridge s~cture and ~e mo~fied chapel during flo~ng events. F~ ~11 not ~rfo~ a revision at this time to ~e effective Flo~ Instance Study (FIS), Flo~ Bounda~ and Flo~way Map. (FBFM), and Flo~ Instance Rate Map (FI~M) for ~e City of Cop~ll to reflect ~e completed ~rtion of ~e ~nel mo~fication and bridge co~ction project due to ~he ~st~le conditions creat~ by ~he partially completed project. ~ r~ional office has ~en notifi~ of ~he st~ility problem wi~ ~he complet~ portion of ~e project, and will be contacting your comm~ity in an effort to resolve ~is problem. We have reviewed ~e data s~mitt~ for ~e entire channel mo~fica%i~"~d: bridge cons~ction project, and have dete~ined ~at ~e project as a whole meets ~e ~nimum flo~plain ~nagement criteria of ~he National Flood In- stance Pr~r~. ~e ~op s~cture ~at is proposed be~een ~e completed chapel mo~fication and ~e Freepo~ Parkway bridge would ap~ar to create st~le ~annel con~tio~ during flo~ events. If ~e entire project is c~pleted' as propose, a revision to ~e effective FIS, FBFM, and FI~ for ~e City of Coppell will be warranted. Base (100-year) Flood Elevations and floodway boundaries for Grapevine Creek would be revised as depicted in the aforementioned report. Please note that future revisions to the FIS, FBFM, and FIRM or restudies of the flood hazards in this area could modify this de- termination. This determination is based on t_he 100-year flood discharges computed in the effective FIS for the City of Coppell, and does not consider subsequent changes in watershed characteristics ~hat would tend to increase flood dis- charges. The development of this project and other projects upstream could result in increased flood discharges, which, in turn, could result in in- creased 100-year flood elevations. Future restudies of your community's flood hazards, which would take into account the cumulative effects of development on flood discharges, could establish higher 100-year flood elevations in this area. This conditional Letter of Map Revision is based On minimum floodplain man- agement criteria established under the National Flood Insurance Program. The City of Coppell is responsible for approving all proposed floodplain develop- ments, including this request, and for assuring that necessary permits re- quired by Federal or State law have been received. State and community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction or may limit development in floodplain areas. If the State of Texas or the City of Coppell has adopted more restrictive or comprehensive floodplain management criteria, these criteria take precedence over the minimum Program requirements. It should be noted that National Flood Insurance Program regulation 44 CFR 60.3(b)(7) requires communities to "assure that the flood carrying capacity wit~hin the altered or relocated portion of any watercourse is maintained." This provision is incorporated into your community's existing floodplain management regulations; consequently, upon completion of the project, re- sponsibility for maintenance of the modified channel will rest with your C ommuni ty. Upon completion of the entire project as proposed, your community may request a revision to t~he effective FIS, FBFM, and FIP~. ~b..~e revision request should be submitted to our Region VI office and must include t2~e data listed below: "As-built~ plans of the channel modification and bridge construction project, certified by a registered engineer. 2. A written description of the methodology used to determine hydrologic and/or hydraulic parameters, if different from the effective_ FIS and 3. Revised water-surface profiles of the 10-, 50-, 100-, and 500-year floods reflecting "as-built" conditions, including a zone determi- nation. a. The methodology and starting parameters for the revised profiles should be consistent with the present effective FIS, i.e., same discharges and hydraulic model, unless the parameters have been superseded by more current and technically superior data and analyses. (F~A approval should be obtained before deviating from ~he effective FIS parameters.) b. Since only a portion of the existing profiles is being revised, the upstream and downstream portions of the revised profiles . should coincide wi~ the effective FIS profiles, i.e., hydraulic calculations should be continued upstream and downstream of ~he revised area until water-surface elevatioD~ coincide wi~9 those in the effective FIS. 4. Two floodway hydraulic backwater models. The first should be a duplication of ~e original baseline model used in the effective FIS. This is required to ensure that the original data has been duplicated correctly. The second model should incorporate the completed project and include any o~er channel modifications or encroachment that have occurred in ~ne floodplain since the original floodway was delineated. If, however, additional cross sections are used in the second model to provide a more detailed analysis of the completed project and its effects on flood hazards, an intermediate model incorporating ~he additional cross sections should also be submitted. This model must reflect floodplain conditions as they existed at the time that the original floodway was delineated and, therefore, it is important that any cross sections added to ~e original model describe those con- ditions. In addition, any improvements to ~e original modeling technique may be incorporated into ~his intermediate model. This model '~-11 then become ~ne new baseline model and will be used to accurately measure the effects of ~he completed project. a. The methodology and parameters for ~ne revised floodway should be consistent wi~h ~he effective FIS, i.e., equal conveyance reduction to establish encroachment limits, unless changes as specified in item 3a have been approved by F~A. b. Since only a portion of ~ne floodway is being revised, it must tie into ~ne effective FiS floodway by duplicating the results of the original baseline model at cross sections upstream and downstream of the project. c. The revised floodway must carry the waters of the base (100- year) flood without increasing ~he water-surface elevations of that flood by more than 1.0 foot over ~he original baseline model at any point. If additional cross sections have been incorporated, ~hen revised floodway e!evatioP~ also may not exceed base flood elevations calculated in the new baseline model by more than 1.0 foot. In all cases, the revised.~loo~way elevations may not exceed revised base flood elevations than 1.0 foot. 5. Delineation of the 100- and 500-year flood boundaries, the 100-year floodway boundary, and the locations and alignment of cross sections and flow line used in the hydraulic model. a. This information should be shown on a map of suitable scale and topographic definition to provide reasonable accuracy. b. All items should be labeled for easy cross-referencing to hydraulic model and s~mmary data. 6. Source data and engineering documentation for the previously mentioned items, as well as a bibliographic list of other sources of information used. We have enclosed documents entitled Conditions and Criteria for Map Revisions and Conditions and Criteria for Floodway Revisions, which further describe the nature and extent of the material needed to support a request to revise an effective FIS, FBFM and FIP~. Compliance with the criteria outlined in these documents will expedite FEM~%'s review process, thus allowing the effective FIS, FBFM, and FIP~ for your community to be revised as appropriate, in a timely manner. Should you have any questions regarding this matter, please do not hesitate to contact the Chief, Natural and Technological Hazards Division of t~he Federal -.mergency Management Agency in Denton, Texas, at (817) 898-9127 or members of our Headquarters staff in Washington, D.C., at (202) 646-2754. Sincerely, ~~. M~icks Chief, Risk Studies Division Federal Insurance Administration Enclosures cc: Mr. B. ~natole Fa!agan Mr. Patrick Lee Acker, Albert H. Halff Associates, Inc. Ms. Shohre Daneshmand, Civil Engineer, City of Coppell I I ! I I I I APPENDIX B I F.I.S. EXISTING CONDmONS FLOOD PLAIN HEC-2 MODEL I I I I I I I I I I I 1 * WATER SURFACE PROFILES * * U.S. ARMY COP~PS OF ENGINEERS * VERSION OF SEPT~MBER 1988 * * THE HYDROLOGIC ENGINEERING CENTE * ERROR= 01,02,03,04 * * 609 SECOND STREET, SUITE D * U~DATED: JUNE 1990 * * DAVIS, CALIFORNIA 95616-4687 * RUN DATE 26SEPg0 TIME 14:46:47 * * (916) 756-1104 X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X × x xxxxxxx xxxx~, xxxxxxx END OF BANNER i 26SEP90 14:46:47 PAGE i ."'HIS RUN EXECUTED 26SEP90 14:46:47 ************************************************** ~C2 R~LEASE DATED SEP 88 UPDATED JUN 1990 ERROR CORR - 01,02,03,04 MODIFICATION - ************************************************** T1 ~R~EVINE CREEK, COPPELL,DAL~ COb~"i'Y,TE~ T2 10 Y~ E~NDED FLOOD INSUIRANCE STL~Y SHORT VEI~SION T3 GRAPEVINE CREEK (GREXIST) SGREX.DAT J1 ICHECK INQ NINV IDIR STRT M~TRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 0 492.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW C~NIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38. 1. 43. 42. 39. 4. 53. 54. QT 6 6700. 9400. 10500. 13400. 11300. 10500. NC .065 .07 .045 .1 .3 ET 4.4 *****NOTE:SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH FIS******** STARTING WSEL FROM K.IMLEY HORN FIS UPDATE MAY 1990 X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 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 GA 477.7 1978 479.3 1988 487.4 1992 489.2 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 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 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 i 268EP90 14:46:47 PAGE 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 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 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 2248 GR 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.LOUI$-SOb"rHWESTERN R.R. X1 30190 58 2138 2263 i i 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GE 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 ~ 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 GR 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 2180 510.4 2181 491.5 2181 487.2 2194 510.4 2194 510.4 2195 487.2 2195 486.8 2207 510.4 2207 510.4 2208 486.8 2208 487.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 510.4 2234 510.4 2235 494.5 2235 500.2 2248 510.4 2248 510.4 2249 500.2 2249 507.2 2260 510.4 2263 513.4 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 X1 30200 10 10 10 X2 1 ET 90.2 X1 30201 42 2138 2263 i i 1 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 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 491.5 2180 GR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 GA 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 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 Xl 30250 20 2180 2222 49 49 49 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2400 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 i 26SEP90 14:46:47 PAGE 3 ET 8.1 1734 1920 X1 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 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 PROFILE SECTION V - SURVEY SECTION 21 SOUT~FESTERN 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 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 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 X1 31500 20 20 20 X2 i ET 8.1 1666 1920 Xl 31550 19 1863 1920 50 50 50 515.3 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 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC .065 .06 .045 .1 .3 ET 8.1 1586 1797 X1 34730 22 1586 1628 2000 2300 3180 GR 518.9 1000 519.2 1100 519.5 1200 519.3 1300 519.3 1400 GR 518.3 1500 517.7 1547 508.9 1586 500.2 1596 499.0 1606 GR 500.5 1608 507.9 1628 508.1 1700 510.3 1800 512.9 1900 GR 513.7 2000 515.8 2100 518.6 2200 521.0 2300 522.7 2400 GR 523.8 2500 525.2 2600 QT 6 7300 10000 11200 14200 11700 3850 ET 8.1 2206 2306. X1 37100 25 2227 2238 1250 1650 2370 GR 521.6 1700 521.5 1730 521.4 1760 521.3 1800 521.9 1865 GR 522.2 1889 521.5 1900 519.3 2000 515.9 2100 510.4 2227 GR 506.9 2229 506.3 2236 508.7 2238 512.8 2300 517.9 2352 GR 519.1 2400 521.0 2500 522.0 2600 520.4 2700 520.2 2800 GR 521.5 2900 522.2 3000 523.4 3100 524.0 3200 523.9 3300 1 26SEP90 14:46:47 PAGE 4 ET 150.4 Xl 38200 13 2750 2775 1150 1003 1100 -0.2 GR 546.0 500 529.0 975 525.0 1425 523.0 2400 515.0 2580 GR 515 2750 511 2760 515 2775 515 2950 522 3050 GR 526 3650 530 4850 532 5500 300.2 D.S. FACE OF W. BOUND I.H. 635 X1 38380 15 2740 2784 180 180 180 .4 X3 10 514.4 514.4 559.4 548.5 300 531.5 1400 525.8 2630 515.0 2670 Gl{ 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. ET 8.11 2630 2890 U.S. FACE OF W. BOUND I.H. 635 Xl 38420. 40. 40. 40. 0.1 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 0.015 0.015 0.045 VALLEY SECTION BETWEEN I.H. 635 BRIDGES Xl 38500. 80. 80. 80. 0.3 X3 2630. 529.2 2890. 529.2 D.S. FACE OF E. BOUND I.H. 635 X1 38580. 80. 80. 80. 0.4 X3 2630. 529.2 2890. 529.2 SB 1.05 1.2 -2.5 105. 4. 3920. 7.5 512.2 512.2 U.S. FACE OF E. BOUND I.E. 635 Xl 38620. 40. 40. 40. 0.1 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 I 26SEP90 14:46:47 PAGE 5 50' U.S.E. BOUND I.H. 635 X! 38670. 50. 50. 50. 0.1 X3 2630. 529.2 2890. 529.2 NC 0.065 0.060 0.045 405.2 PROFILE SECTION Z - SURVEY SECTION 25 Xl 39720. 23. 1713. 1726. 25. 750. 1050. GR 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. 1713. 517.1 1715. GR 517. 1723. 518.8 1726. 521.4 1800. 522.4 1900. 522.5 2000. 524.4 2100. 526. 2200. 526.4 2300. 526.7 2400. 526.9 2500. GR 527.3 2600. 528. 2700. 528.6 2800. QT 6. 5100. 7000. 7900. 9900. 6200. 7900. ET 600.2 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. 521.2 2536. 519.4 2542. 519.4 2546. 521.2 2552. 522. 2612. 525. 2754. 526. 2759. 528. 2781. 529. 2944. 530. 3096. 530. 3444. ET 510.2 100' D.S. 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 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 524.5 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 2400 GR 530.6 2500 530.8 2600 540.0 3700 550.0 4400 ET 610.2 D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 X1 42050 35 1788 1834 100 100 100 10 527.1 527 540.0 0 538.0 200 536.0 400 534.0 600 532.0 800 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 GR 529.8 1500 529.6 1600 529.7 1700 529.7 1763 527.1 1763 GR 523.5 1771 522.3 1788 521.0 1793 521.5 1819 522.1 1826 G-R 523.0 1834 527.0 1842 529.8 1842 529.5 1900 529.3 2000 GR 529.9 2100 530.7 2200 531.1 2300 531.2 2400 531.5 2500 1 26SEP90 14:46:47 PAGE 6 531.8 2600 532.1 2700 532.5 2800 540.0 3800 550.0 4500 ET 570.2 SB 1.05 2.268 -2.5 79 0 473.95 0 521.1 521.1 U.S. FACE RADIO BD SECT #26 X1 42090 40 40 40 X2 I 527.1 529.7 X3 10 527.1 527 BT 2 1763 529.7 528.6 1842 529.8 528.6 ET 1010.2 PROFILE SECTION EB - SURVEY SECTION 27 X1 42170 28 1791 1810 80 80 80 GR 540 0 539.0 100 538.0 200 537.0 300 536.0 400 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 1400 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 1791 GR 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 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 GR 550.0 600 548.0 650 546.0 700 544.0 750 542.0 800 OR 535.9 1000 535.2 1100 534.3 1200 534.1 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 532.3 2000 532.6 2100 532.5 2200 532.0 2300 532.2 2400 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 ET 630.2 PROFILE SECTION DD - SURVEY SECTION 29 Xl 45820 26 2160 2187 1400 1000 1620 GR 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 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 GR 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 GR 540.0 2800 1 26SEP90 14:46:47 PAGE 7 ET 500.2 PROFILE SECTION EE - SURVEY SECTION 30 Xl 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 542.1 1600 541.7 1700 541.1 1800 541.0 1900 GR 540.8 2000 541.2 2100 541.6 2166 541.8 2182 541.4 2200 GR 540.3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 G'R 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 2700 GR 544.6 2800 ET 650.2 100' D.S. COUNTY LINE RD X1 47540 35 1511 1591 10 200 90 +.5 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 G'R 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GR 534.5 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 1800 541.5 1900 G'R 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 ~R 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540,8 850 541.2 950 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 GE 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 GR 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.6 1700 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 GR 544.0 2200 545.7 2300 ET 1020.2 SB 1.05 2.705 -2.5 66.5 4 416.7 1.125 534.4 534.4 U.S. FACE COUNTY LINE RD SECT #31 X1 47670 30 30 30 X2 i 540.4 541.7 X3 10 540.4 540.4 BT 2 1511 541.8 540.4 1591 541.7 540.4 1 26SEP90 14:46=47 PAGE 8 ET 875.2 50' U.S. COUNTY LINE RD X1 47720 35 1511 1591 50 50 50 .3 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GR 534.5 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 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET 240.2 PROFILE SECTION GG - 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 544.5 1600 544.1 1700 544.2 1800 544.0 1900 GA 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 GR 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 2900 I 26SEP90 14:46:47 PAGE 9 SECNO DEPTH CWSEL CRIWS WSELK E~ HV HL OLOSS L-BARK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB ~NL XNCH XNR ~ ELMIN SSTA SLOPE )fLOBL XLCH XLOBR ITRIA~ IDC ICONT CORAR TOPWID ENDST *PROP 1 0 CCHV= .100 CEHV= .300 *SECNO 27620.000 3265 DIVIDED FLOW *****NOTE:$B CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH STARTING WSEL FROM KIMLEY HORN FIS UPDATE MAY 1990 27620.000 17.00 492.50 .00 492.50 493.78 1.28 .00 .00 494.80 6?00.0 201.6 6440.3 58.1 147.4 595.1 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 *SECNO 30130.000 3301 ~V CHANG~ED 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 8700.0 2503.1 4196.9 .0 823.2 519.2 .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 51.1 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 D~--~IDED FLOW 1 26SEP90 14:46:47 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BARK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK T~M~ VLOB VCH VEOB XNL X~CH ~LNR WTN ELMIN SSTA SLCPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 3370 NORMAL BRIDGE, NRDz 2 MIN ELTRD= 513.30 MA~ 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 2249.71 *SECNO 30200.000 3265 DMDED FLOW 3370 NOR~L BRIDGE, NAD= 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 .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 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 .0 730.8 551.8 .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 i 26SEP90 14:46:47 PAGE 11 SECNO DEPTH C%;SEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL THA R-BANK ELEV TI3~ VLOB VCH VROB XNL ~C~CH ~NR WTN E~IN SSTA SLOP~ XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *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. 1060. 500. 2 0 0 .00 193.59 1908.52 *SECNO 31480.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NIRD= 2 MIN ELTRD~ 509.10 MAX ELLC= 506.10 PROFILE SECTION V - StYRV~Y SECTION 21 SOUTHArESTEEJi BLVD. 31480.000 15.99 503.99 .00 .00 504.60 .61 .43 .03 509.10 6700.0 .0 6700.0 .0 .0 1070.9 .0 82.8 13.0 509.10 .16 .00 6.26 .00 .000 .045 .000 .000 488.00 1798.04 .002840 170. 170. 170. 2 0 0 .00 105.46 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 .GO .00 504.66 .60 .06 .00 509.10 6700.0 .0 6700.0 .0 .0 1076.9 .0 83.3 13.0 509.10 .16 .00 6.22 .00 .000 .045 .000 .000 488.00 1797.92 · 002799 20. 20. 20. i 0 0 .00 105.70 1909.62 *SECNO 31550.000 31550.000 16.14 504.34 .00 .00 504.79 .45 .12 .01 491.10 6700.0 3639.7 3060.3 .0 875.2 466.5 .0 84.7 13.2 509.60 .16 4.16 6.56 .00 .065 .045 .000 .000 488.20 1708.18 .002034 50. 50. 50. 2 0 0 .00 200.95 1909.14 1 26SEP90 14:46:47 PAGE 12 SECNO DEPTH CWSEL CRIWS WSELK EG HV RT. OLOS~ L-BANK ELEV Q QLOB QCH QROB ALOB ACH /[ROB VOL TWA R-BANK ELEV TL~E VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 ~SECNO 34730.000 3301 HVCHANGED MOPE THAN EVINS 3302 WA~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPT]LBLE RANGE, E~ATIO = .62 34730.000 13.28 512.28 .00 .00 513.26 .98 8.31 .16 508.90 6700.0 58.9 3858.4 2782.7 25.3 390.7 691.4 154.9 26.8 507.90 .26 2.33 9.87 4.02 .065 .045 .060 .000 499.00 1571.02 .005331 2000. 3180. 2300. 3 0 0 .00 305.11 1876.13 *SECNO 37100.000 3301 HV CHANGED MORE THAN ~VINS 3302 WARNING: CON~-EYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.63 37100.000 12.86 519.16 .00 .00 519.48 .31 6.14 .07 510.40 7300.0 3057.8 946.3 3296.0 918.4 132.2 761.9 210.2 39.5 508.70 .38 3.33 7.16 4.33 .065 .045 .060 .000 506.30 2004.27 .002394 1250. 2370. 1650. 3 0 0 .00 398.62 2402.89 *SECNO 38200.000 3302 WAR.NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RAR~E, KRATIO = 1.55 38200.000 10.16 520.96 .00 .00 521.06 .10 1.58 .02 514.80 7300.0 3189.6 832.4 3278.0 1476.0 204.2 1350.7 270.3 51.9 514.80 .50 2.16 4.08 2.43 .065 .045 .060 .000 510.80 2441.26 .000992 1150. 1100. 1000. 3 0 0 .00 596.83 3038.09 tSECNO 38380.000 3302 WARNING: CONVEYANCE CHA~NGE OUTSIDE OF ACCEPTABLE B/tNGE, KRATIO = .55 D.S. PACE OF W. BOUND I.H. 635 I 28SE~90 14:46:47 PAGE 13 38380.000 9.52 520.92 .00 .00 521.50 .58 .30 .14 514.40 7300.0 1975.8 3040.2 2284.0 478.4 383.2 505.2 279.4 53.6 514.40 .51 4.13 7.93 4.52 .065 .045 .060 .000 511.40 2649.53 .003294 180. 180. 180. 2 0 0 .00 227.58 2877.09 SPECIAL BRIDGE SB XI~ 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 BRID~E W.S.= 520.91 BEIDGE VELOCIT"f~ 4.20 CALCULATED CHANN~LAREA= 1738. EGPR~ E~LWC H3 QWEIR QLOW BAREA TRAPeZOiD ELLC ELTRD WEIRLN .00 521.55 .03 0. 7300. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONSm 2630.0 2890.0 TYPEm i TARGET~ 260.000 ELENCL~ 529.20 ELENCR= 529.20 U.S. FACE OF W. BOUND I.H. 635 38420.000 9.45 520.95 .00 .00 521.55 .59 .04 .OQ 514.50 7300.0 1969.6 3053.2 2277.3 471.8 379.9 498.4 280.6 53.8 514.50 .51 4.17 8.04 4.57 .065 .045 .060 .000 511.50 2649.80 .003418 40. 40. 40. 0 0 0 .00 227.06 2876.86 *SECNO 38500.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 2.65 3470 ENCROACI~4ENT STATIONS= 2630.0 2890.0 TYPE= ! TARGET= 260.000 KL~--NC~= 529.20 ELENCR= 529.20 VALLEY SECTION BET~rEEN I.H. 635 BRIDGES 38500.000 9.22 521.02 .00 .00 521.63 .61 .08 .01 514.80 7300.0 2998.2 1099.4 3202.5 450.6 369.6 476.6 283.1 54.2 514.80 · 51 6.65 2.97 6.72 .015 .045 .015 .000 511.80 2650.68 · 000486 80. 80. 80. 2 0 0 .00 225.46 2876.14 I 26SIIP90 14:46:47 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL ~fLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST *SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= I TARGET= 260.000 ELENCL= 529.20 ELENCR= 529.20 D.S. FACE OF E. BOUND I.H. 635 38580.000 8.80 521.00 .00 .00 521.71 .71 .04 .03 515.20 73C0.0 2974.4 1144.1 3181.5 413.5 351.1 438.3 285.4 54.6 515.20 '- .52 7.19 3.26 7.26 .015 .045 .015 .000 512.20 2652.23 .000624 80. 80. 80. 2 0 0 .00 222.61 2874.84 SPECI3tL BRIDGE SB ~'K XKOR COFQ RDLEN BWC BWP EAREA SS ELC~U ELC~D 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.~ 520.98 BRIDGE VELOCITY~ 4.99 CALCIF~ATED CHANNEL AREA~ 1464. EGPRS EGLWC H3 QWEIR QLOW BA~EA Ti-U%PEZOID ELLC ELTRD WEIRLN AREA .00 521.77 .04 0. 7300. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= I TARGET= 280.000 ELEN~= 529.20 ELENCR= 529.20 U.S. FACE OF E. BOUND I.H. 635 38620.000 8.74 521.04 .00 .00 521.77 .73 .06 .00 515.30 7300.0 2970.9 1150.7 3178.4 408.5 348.6 433.1 286.5 54.8 515.30 .52 7.27 3.30 7.34 .015 .045 .015 .000 512.30 2652.44 .000647 40. 40. 40. 0 0 0 .00 222.22 2874.66 *SEC'NO 38670.000 3470 ENCROAC]~4ENT STATIONS= 2630.0 2890.0 TYPE~ 1 TARGET= 260.000 ELENCL= 529.20 ELENCR= 529.20 i 26SE~90 14:46:47 PAGE 15 50' U.S.E. BOUND I.H. 635 38670.000 8.66 521.06 .00 o00 521.81 °75 .03 .01 515.40 7300.0 2966.2 1159.5 3174.3 402.0 345.4 426.4 287.8 55.1 515.40 .52 7.38 3.36 7.44 .015 .045 .015 .000 512.40 2652.71 .000678 50. 50. 50. i 0 0 .00 221.72 2874.43 *SECNO 39720.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CB_ITICAL DEPTH ASSUMED PROFILE SECTION Z - SURVEY SECTION 25 39720.000 6.21 523.21 523.21 .00 524.18 .97 .87 .07 519.00 7300.0 3843.5 1035.9 2420.6 544.0 75.5 449.1 300.7 59.3 518.80 .54 7.06 13.73 5.39 .065 .045 .060 .000 517.00 1540.23 .018723 25. 1050. 750. 20 14 0 .00 496.91 2037.14 *SECNO 41180.000 3265 DMDED FLOW 3301 _~V CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO = 3.60 END OF A.H.H. CHANNEL It(PROVEMENT DATA 41180.000 8.46 527.86 .00 .00 527.91 .05 3.64 .09 521.20 5100.0 2730.7 419.7 1949.6 2013.9 124.5 1025.0 369.3 89.6 521.20 .77 1.36 3.37 1.90 .065 .045 .060 .000 519.40 954.70 .000705 1300. 1460. 1600. 6 0 0 .00 1406.69 2779.43 *SECNO 41950.000 3265 D1-VIDED FLOW 3302 'WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .41 i 265EF90 14: 46: 47 PA~E 16 100' D.S. PJ~DIO RD 41950.000 7.91 528.71 .00 .00 529.10 .38 1.09 .10 522.10 5100.0 1970.5 1045.0 2084.5 463.7 135.1 568.5 407.6 105.3 522.60 .81 4.25 7.73 3.67 .065 .045 .060 .000 520.80 1298.49 .004118 770. 770. 770. 4 0 0 .00 370.05 2027.47 *SECNO 42050.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 6.92 527.92 527.92 .00 530.85 2.73 .73 .70 522.30 5100.0 826.4 4143.3 130.3 106.3 290.5 23.3 409.4 105.9 523.00 .81 7.78 14.26 5.58 .065 .045 .060 .000 521.00 1763.00 .016092 100. 100. 100. 4 12 0 .00 79.00 1842.00 SPECIAL BRIDGE SB ~LK XKOR COFQ RDLEN BWC BWP BABEA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 ~SECNO 42090.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.84 PRESSUR~ AND WEIR FLOW, Weir Submergence Based on OGEE Shape E~'~PRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 532.00 530.65 .00 407. 4691. 474. 474. 527.10 529.70 79. U.S. FACE RADIO RD SECT #26 42090.000 9.98 530.98 .00 .00 531.37 .38 .72 .00 522.30 5100.0 1543.1 2824.9 732.0 1004.5 431.7 501.9 410.5 106.5 523.00 .82 1.54 6.54 1.46 .065 .045 .060 .000 521.00 912.54 .001998 40. 40. 40. 3 0 2 .00 1359.24 2271.78 I 26SEP90 14:46:47 FAGE 17 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~ OLOSS L-BANK ELEV Q QLOB QCH QROB ALGB ACH AROB VOL TWA R-BANK ELEV TI_ME VLOB VCH VROB XNL XNCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST *SECNO 42170.000 3302 WARNING: CONVEYARCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.42 PROFILE SECTION BB - SURVEy SECTION 27 42170.000 10.73 531.43 .00 .00 531.46 .03 .05 .04 522.00 5100.0 2359.4 524.4 221~.2 2420.4 188.7 1983.4 416.5 109.5 522.50 · 83 .97 2.78 1.12 .065 .045 .060 .000 520.70 821.71 .000341 80. 80. 80. 2 0 0 .00 1860.65 2682.37 *SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO m .25 PROFILE SECTION CC - SURVEy SECTION 28 44200.000 7.70 532.60 531.28 .00 533.10 .51 1.50 .14 526.80 5100.0 2683.8 2047.5 368.7 648.9 267.9 343.7 525.3 162.5 531.90 .92 4.14 7.64 1.07 .065 .045 .060 .000 524.90 1524.88 .005297 1800. 2030. 1300. ~ 14 0 .00 1200.81 2725.69 *SECNO 45820.000 3265 DIVIDED FLOW PPJDFILE SECTION DD - SURVEY SECTION 29 45820.000 6.78 538.58 .00 .00 538.79 .21 5.66 .03 533.00 5100.0 2338.6 1065.1 1696.3 908.9 168.7 686.2 570.2 194.4 533.10 1.04 2.57 6.31 2.47 .065 .045 .060 .000 531.80 1403.88 .003243 1400. 1620. 1000. 3 0 0 .00 1158.59 2598.59 *SECNO 47450.000 PROFILE SECTION EE - SURVEY SECTION 30 I 26SEP90 14:46:47 PAGE 18 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~T. OLOSS L-HANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ~LMIN SSTA SLOPE XLOBL XLC~ XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 47450.000 10.32 542.42 .00 .00 542.65 .22 3.85 .00 535.80 5100.0 2524.9 1123.9 1451.2 1222.2 170.7 476.1 625.2 227.3 535.40 1.15 2.07 6.58 3.05 .065 .045 .060 .000 532.10 1519.03 .002484 1250. 1630. 1350. 4 0 0 .00 1072.52 2591.54 47540.000 3265 DIVIDED FLOW 3301 HV CHANGED MOPE THAN HVINS 3302 WARNING: CONVEYANC~ CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .64 100' D.S. COUNTY LINE RD 47540.000 10.98 542.18 540.37 .00 543.19 1.01 .30 .24 542.30 5100.0 472.6 4588.0 39.4 404.8 540.4 61.0 627.3 228.9 542.20 1.16 1.17 8.49 .65 .065 .045 .060 .000 531.20 553.48 · 006012 10. 90. 200. 8 12 0 .00 1242.66 1911.94 *SECNO 47640.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CON%'EYARCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.98 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 12.65 543.35 .00 .00 543.43 .08 .15 .09 541.80 5100.0 2178.8 2234.7 686.5 2344.8 675.6 785.1 632.8 232.6 541.70 1.17 .93 3.31 .87 .065 .045 .060 .000 530.70 181.41 .000679 100. 100. 100. 3 0 0 .00 1977.88 2159.29 I 26SEP90 14:46:47 PAGE 19 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QPDB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRI~L IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BW~ RAREA 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 1.75 FEET 3302 WARNING: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.45 FP. ESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape E~PRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEI.RLN AREA 549.64 543.44 .00 1753. 3342. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT 47670.000 15.34 546.04 .00 .00 546.05 .01 2.62 .00 541.80 5100.0 2894.1 1028.8 1177.1 6228.3 891.8 2537.4 637.5 234.0 541.70 1.18 .46 1.15 .46 .065 .045 .060 .000 530.70 50.00 .000057 30. 30. 30. 0 0 2 .00 2250.00 2300.00 *SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 1.45 FEET 50' U.S. COUNTY LINE RD 47720.000 15.05 546.05 .00 .00 546.05 .01 .00 .00 542.10 5100.0 2864.0 1090.3 1145.7 5795.1 866.4 2327.1 648.2 236.6 542.00 1.21 .49 1.26 .49 .065 .045 .060 .000 531.00 50.00 .000071 50. 50. 50. i 0 0 .00 2250.00 2300.00 *SECNO 48350.000 3302 WAP~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE BANGE, KRATIO = .56 i 26SEP90 14:46:47 PAGE 20 PROFILE SECTION G~ - SURVEY SECTION 32 48350.000 10.66 546.08 .00 .00 546.13 .04 .06 .01 543.40 5100.0 753.6 2929.0 1417.4 1472.7 1437.3 1339.9 727.5 258.3 539.10 1.30 .51 2.04 1.06 .065 .045 .060 .000 535.40 1265.59 .000222 600. 630. 300. 0 0 0 .00 1459.92 2725.51 I 26SEP90 14:46:47 PAGE 21 GI~%PEVINE CBEEK, COPPELL, DALLA~ COUNTY, TEXAS T2 50 YEAR EXTENDED FLOOD INSURANCE STUDY T3 GRAPEVINE CNEEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 0 0 0 0 494.68 J2 NPROF IPLOT PRFVS XSECV X~ECH FN ALLDC IBW CHNIM ITRACE 2 -1 i 26SEP90 14:46:47 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK E~ HV ~tL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME %rLOB VCH VROB XNL XNCH XNR WTN EI,~IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR 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 HOBN FIS 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 *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 CCHV= .300 CF. EV= .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 WABRING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANOE, ](RATIO - .49 I 26SEP90 14:46:47 PAGE 23 SECNO DEPT~ CWS~L CP~IW~ WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD~ 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS-SCUTHWESTERN 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 30200.000 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 CB~%NGE 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 C~'~KV= .100 CEHV= .300 'SECNO 30250.000 3301 HV CHANGED MORE ~""6AN 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 i 26SEP90 14:46:47 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TI/~E %-LOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *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 ~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 .11 509.10 9400.0 .0 9400.0 .0 .0 1264.5 .0 115.8 22.0 509.10 .14 .00 7.43 .00 .000 .045 .000 .000 488.00 1796.45 .003614 170. 170. 170. 2 0 0 .00 111.73 1914.18 '$ECNO 31500.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD~ 2 MIN ELTRDw 509.10 MAX ELLC= 506.10 31500.000 17.86 505.86 .00 .00 506.71 .85 .07 .00 509.10 9400.0 .0 9400.0 .0 .0 1274.0 .0 116.3 22.0 509.10 · 14 .00 7.38 .00 .000 .045 .000 .000 488.00 1796.41 .003551 20. 20. 20. 2 0 0 .00 112.34 1914.75 *SECNO 31550.000 31550.000 18.26 506.46 .00 .00 506.87 .41 .12 .04 491.10 9400.0 5606.3 3793.7 .0 1483.9 569.3 .0 118.2 22.3 509.60 .14 3.78 6.66 .00 .065 .045 .000 .000 488.20 1501.81 .001820 50. 50. 50. 2 0 0 .00 411.72 1913.53 I 268EP90 14: 46: 47 PAGE 25 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOS ACH AROJ VOL TWA R-BANK ELEV TIME VLOB VCH VEOB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH ~:LOBR ITHIAL IDC ICONT CORAR TOPWID ENDST CCR~;= .100 CEHV= .300 *$ECNO 34730.000 3301 HV CHANGED MORE THAN HVINS 3302 WA/~NING: CONVEYANCE CHARGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .80 34730.000 14.47 513.47 .00 .00 514.46 .99 7.41 .17 508.90 9400.0 128.9 4606.7 4664.5 46.3 440.8 1029.9 217.4 43.5 507.90 .24 2.78 10.45 4.53 .065 .045 .060 .000 499.00 1565.74 .005084 2000. 3180. 2300. 2 0 0 .00 405.78 1971.52 *SECNO 37100.000 3265 DIVIDED FLOW 3301 B~V CHAN~ED MOPE THAN HVINS 3302 WA~RNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.52 37100.000 13.96 520.26 .00 .00 520.61 .34 6.08 .06 510.40 10000.0 4418.1 1121.0 4460.9 1190.0 144.4 977.4 289.1 60.5 508.70 .35 3.71 7.76 4.56 .065 .045 .060 .000 506.30 1956.34 .002506 1250. 2370. 1650. 3 0 0 .00 539.63 2804.65 *SECNO 38200.000 3302 WARNING: CONVEYANCE CHAN=E OUTSIDE OF ACCEPTABLE RANGE, ~/4ATIO = 1.58 38200.000 11.32 522.12 .00 .00 522.25 .12 1.62 .02 514.80 10000.0 4434.1 1043.4 4522.5 1849.1 233.1 1672.5 384.4 75.7 514.80 .46 2.40 4.48 2.70 .065 .045 .060 .000 510.80 2415.17 .C01001 1150. 1100. 1000. 3 0 0 .00 683.66 3098.83 *$ECNO 38380.000 i 26SEP90 14:46:47 PAGE 28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CO~AR TOPWID ENDST 3265 DIVIDED FLOW 3301 EtV CHAN~ED MORE THAN HVINS 3302 WA~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE ~GE, KRA.TIO - .53 D.S. FACE OF W. BOUND I.H. 635 38380.000 10.66 522.06 .00 .00 522.71 .65 .31 .16 514.40 10000.0 2767.4 3851.2 3381.4 583.8 433.3 854.3 376.0 78.9 514.40 .47 4.74 8.89 3.96 .065 .045 .060 .000 511.40 2645.31 .003510 180. 180. 180. 2 0 0 .00 872.43 4316.24 S~ECIAL BRIDGE SB XK XKOR COFQ ADLEN BWC ~WP BA~EA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 *SEC'NO 38420.000 CLA~S A LOW FLOW 3420 BRIDGE W.S.= 522.04 BRIDGE VELOCITY~ 4.93 CAlCULATeD ~L AR~A= 2030. EGP.=~S EGLWC H3 QW~IR QLOW 5AREA T!~APEZOID ELLC ELTRD WEII~LN AREA .00 522.85 .03 0. 10000. 3920. 4137. 528.70 532.80 0. 3470 ENCROACH/~ENT STATIONS~ 2630.0 2890.0 TYPE= i TARGET- 260.000 ~T.~NCL~ 529.20 ELENCRm 529.20 U.S. FACE OF W. BOUND I.H. 635 38420.000 10.59 522.09 .00 .00 522.85 .76 .14 .00 514.50 10000.0 281§,§ 3941.3 3243.2 576.7 430.0 606.0 377.6 79.4 514.50 .47 4.88 9.17 5.35 .065 .045 .060 .000 511.50 2645.59 .003771 40. 40. 40. 0 0 0 .00 234.79 2880.38 28SEP90 14:46:47 PAGE 27 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XKL XNCH ~NR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORER TOPWID ENDST *SECNO 38500.000 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE .RANGE, KRATIO ~ 2.75 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= I TARGET- 260.000 R~.RNCL= 529.20 ELENCR= 529.20 VALLEY SECTION BETWEEN I.H. 635 BRIDGES 38500.000 10.36 522.16 .00 .00 522.95 .79 .09 .01 514.80 10000.0 4178.2 1375.7 4446.1 554.7 419.6 583.4 380.5 79.8 514.80 .47 7.53 3.28 7.62 .015 .045 .015 .000 511.80 2646.46 .000498 80. 80. 80. 3 0 0 .00 233.19 2879.65 *SECNO 38580.000 3470 ENCROACHMENT STATIONS~ 2630.0 2890.0 TYPE= i TARGET= 260.000 EL~CL- 529.20 ELENCR= 529.20 D.S. FACE OF E. BOUND I.H. 635 38580.000 9.92 522.12 .00 .00 523.03 .91 .04 .03 515.20 10000.0 4153.5 1420.4 4426.1 514.3 400.5 542.2 383.3 80.2 515.20 .47 8.08 3.55 8.16 .015 .045 .015 .000 512.20 2648.07 .000620 80. 80. 80. 2 0 0 .00 230.24 2878.31 SPECIAL BRIDGE SB X~ 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 CLA~S A LOW FLOW 3420 BRIDGE W.S.= 522.09 BRIDGE VELOCITY- 5.77 CALCULATED CH~NN~L AREA= 1733. EG-PR~ EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 523.10 .06 0. 10000. 3920. 3708. 528.70 532.80 0. I 26SEP90 14:46:47 PAGE 28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ;tLOB ACH AROB VOL TWA R-BANK ELEV TIME VLOE VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 2630.0 289O.0 TYPE= 1 TARGET- 260.000 ELENCL- 529.20 ELENCR= 529.20 U.S. FACE OF E. BOUND I.H. 635 38620.000 9.88 522.18 .00 .00 523.10 .92 .07 .00 515.30 10000.0 4150.9 1425.1 4424.0 510.4 398.6 538.1 384.6 80.4 515.30 .48 8.13 3.58 8.22 .015 .045 .015 .000 512.30 2648.23 .000635 40. 40. 40. 0 0 0 .00 229.94 2878.18 *SECNO 38670.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= I TARGET= 260.000 ~CL~ 529.20 ELENCR= 529.20 -- 50' U.S.E. BOUND I.H. 635 38670.000 9.79 522.19 .00 .00 523.14 .94 .03 .01 515.40 10000.0 4146.3 1433.5 4420.2 503.5 395.3 531.0 386.3 80.7 515.40 .48 8.24 3.63 8.32 .015 .045 .015 .000 512.40 2648.51 .000660 50. 50. 50. i 0 0 .00 229.43 2877.94 *SECNO 39720.000 3685 20 TRIALS AT'I~/~PTED WSEL,CWSEL 3693 PROBABLE MINIML'M SPECIFIC ENERGY 3720 CRITICAL DEPTH A~SUMED PROFILE SECTION Z - SURVEY SECTION 25 39720.000 6.75 523.75 523.75 .00 524.85 1.10 .86 .05 519.00 !0000.0 4974.7 1221.7 3803.6 640.9 82.6 627.0 402.3 85.2 518.80 .49 7.76 14.79 6.07 .065 .045 .060 .000 517.00 1531.41 .019292 25. 1050. 750. 20 18 0 .00 534.50 2065.92 *SECNO 41180.000 3301 ~V CHANGED MORE ~ HVINS I 26SEP90 14=46:47 PAGE 29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH ARO~ VOL TWA R-BANK ELEV TIME VLOB VCE VROB XNL XI~CH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH ](LOBE ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHA~GE OUTSIDE OF ACCEPTABLE RANGE, KRA~TIO ~ 3.66 END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.000 9.17 528.57 .00 .00 528.62 .0§ 3.67 .10 521.20 7000.0 4050.9 486.2 2462.8 3099.1 135.9 1214.1 495.6 125.5 521.20 .72 1.31 3.58 2.03 .065 .045 .060 .000 519.40 864.61 .000707 1300. 1460. 1600. 6 0 0 .00 2009.11 2873.72 *SECNO 41950.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATI0 = .40 100' D.S. RADIO RD 41950.000 8.62 529.42 .00 .00 529.85 .43 1.12 .11 522.10 7000.0 2673.0 1283.2 3043.7 635.8 148.6 739.8 548.4 148.9 522.60 .77 4.20 8.63 4.11 .065 .045 .060 .000 520.80 1209.66 .004521 770. 770. 770. 4 0 0 .00 634.57 2074.85 *SECNO 42050.000 3685 20 TRI~tLS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 9.87 530.87 530.87 .00 531.71 .85 .44 .13 522.30 7000.0 2003.5 4061.6 934.9 898.5 426.0 450.3 552.2 151.1 523.00 .77 2.23 9.53 2.08 .065 .045 .060 .000 521.00 926.10 .004315 100. 100. 100. 20 9 0 .00 1315.18 2241.28 i 26SEP90 14=46:47 PAGE 30 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 SPECIAL BRIDGE SB XK XI~OR COFQ RDLEN BWC BW~ BAREA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 tSECNO 42090.000 3301 HV CHA~GED MORE THA~ HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABT.R RANGE, KRATIO = 6.07 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPR~ EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 538.55 531.81 .00 2108. 4891. 474. 474. 527.10 529.70 79. U.S. FACE RADIO RD SECT #26 42090.000 13.60 534.60 .00 .00 534.62 .02 2.90 .00 522.30 7000.0 3278.2 1177.2 2544.6 4865.0 598.2 3947.9 557.3 152.9 523.00 .78 .67 1.97 .64 .065 .045 .060 .000 521.00 539.20 .000117 40. 40. 40. I 0 2 .00 2541.87 3081.07 *SECNO 42170.000 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 13.92 534.62 ,00 .00 534.62 .01 .01 .00 522.00 7000.0 3389.4 356.3 3254.3 5976.3 249.2 5424.0 576.6 157.6 522.50 .82 .57 1.43 .60 .065 .045 .060 .000 520.70 527.67 .000062 80. 80. 80. 2 0 0 .00 2570.18 3097.86 "SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .30 i 26SEP90 14: 46: 47 PAGE 31 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 9.92 534.82 .00 .00 534.87 .06 .23 .01 526.80 7000.0 2351.8 1253.2 3395.0 1467.0 369.7 2915.8 869.3 235.4 531.90 1.08 1.60 3.39 1.16 .065 .045 .060 .000 524.90 1142.71 · 000678 1800. 2030. 1300. 2 0 0 .00 1897.16 3039.87 *SECNO 45820.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTF24~TED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED PROFILE SECTION DD - SUAVEY SECTION 29 45820.000 6.19 537.99 537.99 .00 538.83 .84 2.30 .24 533.00 7000.0 3192.4 1759.5 2048.0 556.7 152.7 457.9 950.3 271.6 533.10 1.13 5.73 11.53 4.47 .065 .045 .060 .000 531.80 1591.94 .012345 1400. 1620. 1000. 20 14 0 .00 798.63 2544.63 *SECNO 47450.000 3301HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE RANGE, KRATIO z 2.79 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.34 543.44 .00 .00 543.57 .13 4.67 .07 535.80 7000.0 4053.7 1085.0 1861.3 2190.8 191.0 755.4 1014.9 303.? 535.40 1.27 1.85 5.68 2.46 .065 .045 .060 .000 532.10 1319.75 .001590 1250. 1630. 1350. 4 0 0 .00 1374.46 2694.20 *SECNO 47540.000 3265 DIVIDED FLOW 100' D.S. COUNTY LINE RD 1 26SEP90 14:46:47 PAGE 32 47540.000 12.28 543.48 .00 .00 543.74 .26 .13 .04 542.30 7000.0 2657.9 3575.8 766.3 1863.1 644.5 579.8 1019.3 306.1 542.20 1.28 1.43 5.55 1.32 .065 .045 .060 .000 531.20 227.49 .002035 10. 90. 200. 3 0 0 .00 1906.23 2136.25 *SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.62 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 13.09 543.79 .00 .00 543.87 .09 .12 .02 541.80 7000.0 3288.5 2596.6 1114.9 2938.1 710.6 1039.4 1028.2 310.6 541.70 1.29 1.12 3.65 1.07 .065 .045 .060 .000 530.70 123.47 · 000775 100. 100. 100. 2 0 0 .00 2063.14 2186.61 SPECi;tL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELC~D 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 '$ECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 3.53 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.56 PRESSUP~ AND WEIR FLOW, Weir Submergence Based on OGEE Shape EG~PRS E~LWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 555.64 543.88 .01 2954. 4087. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT #31 47670.000 17.12 547.82 .00 .00 547.83 .01 3.95 .00 541.80 7000.0 4131.9 1064.8 1803.2 8821.9 1033.8 3796.0 1034.6 312.1 541.70 1.31 .47 1.03 .48 .065 .045 .060 .000 530.70 50.00 .000037 30. 30. 30. 0 0 2 .00 2250.00 2300.00 *SECNO 47720.000 I 26SEP90 14:46:47 PAGE 33 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VROB XNL XNCB XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITHIAL IDC ICONT CORAR TOPWID ENDST 3280 CROSS SECTION 47720.00 EXTENDED 3.23 FEET 50' U.S. COUNTY LINE RD 47720.000 16.82 547.82 .00 .00 547.83 .01 .00 .00 542.10 7000.0 4115.2 1104.9 1779.8 8391.7 1008.6 3587.2 1049.8 314.7 542.00 1.33 .49 1.10 .50 .065 .045 .060 .000 531.00 50.00 .C00044 50. 50. 50. i 0 0 .00 2250.00 2300.00 *SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .14 FEET 3302 WARNINg: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .57 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 12.44 547.84 .00 .00 547.87 .03 .04 .01 543.40 7000.0 1886.8 3099.8 2013.4 3206.0 1737.2 2271.7 1169.7 338.4 539.10 1.45 .59 1.78 .89 .065 .045 .060 .000 535.40 1063.74 · 000132 600. 630. 300. 0 0 0 .00 1836.26 2900.00 1 26SEP90 14=46=47 PAGE 34 T1 GRAPEVINE CREEK, COPPELL, DALLA~ COUN'i"f, ~ T2 100 1'EAR EXTENDED FLOOD INSURANCE STUDY T3 GRAPEVINE CREEK J1 ICHECK INQ EINV IDIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 0 0 0 0 495.60 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 -1 i 26SEP90 14:46:47 PAGE 35 SECNO DEPTH CWSEL CRIWS WSELK EG HR; nT. 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 COP, AR TOPWID ENDST *PROF 3 0 CCHV= .100 CEHV~ .300 *SECNO 27620.000 *****NOT~:SB CARD W~IR COEFF. CHG'D TO -2.5 TO MATCH STARTING WSEL FROM KIMLEY HOP,N FIS 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 '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 5.20 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 CEEV- .500 *SECNO 30189.000 3301 EV CHANGED MORE T~2~N 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 -- *SECNO 30190.000 3265 DIVIDED FLOW 3302 WARNING~ CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO i .49 i 26SEP90 14:46:47 PAGE 36 SECNO DEPTH CW6EL CRIWS WSELK EG HV ~ OLOSS L-BANK EL~V Q QLOB QCE QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VI~OB XNL XNCH XNR %~TN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NO~.L BRIDGE, N1RD- 2 MIN EL~'RDi 513.30 MAX ELLC~ 510.40 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. 1. 1. 2 0 0 .00 90.75 2251.79 *SECNO 30200.000 3265 DIVIDED FLOW 3370 NORI4AL BRIDGE, .N-RD~ 2 MIN ELT~/)~ 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. 10. 10. 2 0 0 .00 91.46 2252.46 *SECNO 30201.000 3302 WAR~ING: CONVeYAnCE CHANGE OUTSIDE OF ACCEPTABLE i~NGE, K~ATIO ~ 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 CE~V= .300 *SECNO 30250.000 3301 HV CHANGED MOM 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 26SEP90 14:46:47 PAGE 37 __ SECNO DEPTH CWSEL CRIWS WSELK EG HV H~ OLOSS L-BANK ELEV Q QLOB QCE QROB ALOB ACE AROB VOL TWA R-BANK ~ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN E~IN SSTA SLOPE XLOBL XLCH XLOBR ITHIAL IDC ICONT CORAR TOPWID ENDST *SECNO 31310.000 31310.000 18.35 508.15 .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 ~SECNO 31480.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO = .52 3370 NOBMAL 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 .15 509.10 10500.0 .0 10500.0 .0 .0 1300.9 .0 131.3 24.8 509.10 .13 .00 8.07 .00 .000 .045 .000 .000 488.00 1796.16 .00B071 170. 170. 170. 2 0 0 -40.09 118.84 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 1300.9 .0 131.9 24.9 509.10 .13 .00 8.07 .00 .000 .045 .000 .000 488.00 1796.09 .008071 20. 20. 20. 2 0 0 -59.28 118.91 1915.00 *SECNO 31550.000 3301 HVCHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, Ki~ATIO ~ 2.29 i 26SEP90 14:46:47 PAGE 38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK EL~"V 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 ~fLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 31550.000 19.28 507.48 .00 .00 507.83 .35 .15 .07 491.10 10500.0 6575.9 3924.1 .0 1900.2 621.6 .0 134.1 25.2 509.60 .13 3.46 6.31 .00 .065 .045 .000 .000 488.20 1401.85 .001535 50. 50. 50. 2 0 0 .00 513.78 1915.62 CCHV= .100 CE~V= .300 *SECNO 34730.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYA~NCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .53 34730.000 14.73 513.73 .00 .00 514.81 1.08 6.76 .22 508.90 10500.0 154.4 4973.1 5372.5 51.6 451.5 1119.8 247.7 49.6 507.90 .23 2.99 11.02 4.80 .065 .045 .060 .000 499.00 1564.62 .005472 2000. 3180. 2300. 3 0 0 .00 436.58 2001.20 *SECNO 37100,000 3265 DIVIDED FLO~ 3301 ~f C~%NGED MOIRE ~ HVINS 3302 WARNING: CONVEYANCN CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 1.59 37100.000 14.42 520.72 .00 .00 521.06 .34 6.18 .07 510.40 11200.0 5015.8 1180.7 5003.5 1319.3 149.4 1140.1 326.5 70.3 508.70 .34 3.80 7.90 4.39 .065 .045 .060 .000 506.30 1935.44 .002478 1250. 2370. 1850. 3 0 0 .00 709.87 2840.02 *SECNO 38200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 1.57 38200.000 11.77 522.57 .00 .00 522.70 .13 1.62 .02 514.80 11200.0 4976.2 1131.2 5092.6 1999.5 244.2 1830.6 409.4 88.3 514.80 .44 2.49 4.63 2.78 .065 .045 .060 .000 510.80 2405.21 .001008 1150. 1100. 1000. 3 0 0 .00 760.03 3165.25 I 26SEP90 14:46:47 PAGE 39 SECNO DEPTH CWSEL CRIWS WSELK EG HV H~ OLOSS L-BA~VK ELEV Q QLOB QCE QROB ALOB ACH AROB VOL TWA R-BANK ELEV T~ME %rLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COBAR TOPWID ENDST *SECNO 38380.000 3265 DIVIDED FLOW 3302 WARNING: CON~rEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ .55 D.S. FACE OP W. BOUND I.H. 635 38380.000 11.14 522.54 .00 .00 523.14 .60 .30 .14 514.40 11200.0 3002.8 4031.9 4165.3 629.7 454.4 1265.8 422.6 92.2 514.40 .45 4.77 8.87 3.29 .065 .045 .060 .000 511.40 2643.54 · 003282 180. 180. 180. 2 0 0 .00 1120.55 4436.27 SPECIAL BRIDGE SB XK X~OR COFQ BDLEN BWC BWP BAREA SS ELCHU ELC~D 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 *6ECNO 38420.000 CLA~S A LOW FLOW 3420 BRID~E W.S.~ 522.52 BRIDGE VELOCITY= 5.19 CALCULATED CHANNEL AR~A~ 2159. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 523.40 .03 0. 11200. 3920. 4137. 528.70 532.80 0. 3470 ENCROAC]~4ENT STATIONEz 2630.0 2890.0 TYPEz I TARGET= 260.000 ELENCL= 529.20 ELENCR= 529.20 U.S. FACE OF W. BOUND I.H. 635 38420.000 11.07 522.57 .00 .00 523.40 .83 .26 .00 514.50 11200.0 3199.5 4320.6 36?9.8 622.0 450.9 652.2 424.5 92.8 514.50 .45 5.14 9.58 5.64 .065 .045 .060 .000 511.50 2643.83 .003868 40. 40. 40. 0 0 0 .00 238.02 2881.85 i 26SEP90 14:46:47 PAGE 40 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB AI, OB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL ~fLCH XLOBR ITRIAL IDC ICONT COBAR TOPWID ENDST *6ECNO 38500.000 3302 WA~NING: CONVEYANCE C~L~NGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.78 3470 ENCROACHMENT STA-TIONS- 2630.0 2890.0 TYPEs i TARGET=- 260.000 ~-~ENCL= 529.20 ELENCR= 529.20 VALLEY SECTION BETWEEN I.H. 635 BRIDGES 38500.000 10.83 522.63 .00 .00 523.49 .86 .09 .01 514.80 11200.0 4706.6 1492.7 5000.6 599.3 440.4 629.0 427.6 93.3 514.80 .45 7.85 3.39 7.95 .015 .045 .015 .000 511.80 2644.71 .000499 80. 80. 80. 3 0 0 .00 236.40 2881.12 *SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TY]PE= i TARGET= 260.000 EL~NCL~ 529.20 ELENCR~ 529.20 D.S. FACE OF E. BOUND I.H. 635 38580.000 10.39 522.59 .00 .00 523.57 .98 .04 .04 515.20 11200.0 4681.7 1537.1 4981.2 557.9 421.2 586.8 430.6 93.7 515.20 .46 8.39 3.65 8.49 .015 .045 .015 .000 512.20 2646.33 .000614 80. 80. 80. 2 0 0 .00 233.43 2879.76 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP RAREA 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.= 522.56 BRIDGE VELOCITYz 6.05 CALCt/'~ATED CHANNEL AREA= 1851. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA · 00 523.65 .06 0. 11200. 3920. 3708. 528.70 532.80 0. i 26SEP90 14:46:47 PAGE 41 SBCNO DEPTH CWSEL CRIWS WSELK EG ~V ~ OLOSS L-BARK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XB-L XNCH XNR WTN ELMIN SSTA SLOPE ](LOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= I TARGET= 260.000 I~-..~NCL= 529.20 ELENCR~ 529.20 U.S. FACE OF E. BOUND I.H. 635 38620.000 10.35 522.65 .00 .00 523.65 .99 .07 .00 515.30 11200.0 4679.4 1541.2 4979.4 554.3 419.5 583.1 432.0 93.9 515.30 .46 8.44 3.67 8.54 .015 .045 .015 .000 512.30 2646.47 .000626 40. 40. 40. 0 0 0 .00 233.17 2879.64 *SECNO 38670.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE~ I TARGET= 260.000 ELENCL= 529.20 ELENCRz 529.20 50' U.S.E. BOUND I.H. 635 38670.000 10.27 522.67 .00 .00 523.69 1.02 .03 .01 515.40 11200.0 4674.8 1549.5 4975.7 547.3 416.1 575.9 433.8 94.2 515.40 .46 8.54 3.72 8.64 .015 .045 .015 .000 512.40 2646.76 .000650 50. 50. 50. i 0 0 .00 232.65 2879.41 *SECNO 39720.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED PROFILE SECTION Z - SURVEY SECTION 25 39720.000 6.98 523.98 523.98 .00 525.12 1.14 .85 .04 519.00 11200.0 5450.7 1293.7 4455.5 682.3 85.5 705.2 451.2 98.8 518.80 .48 7.99 15.13 6.32 .065 .045 .060 .000 517.00 1527.77 .019256 25. 1050. 750. 20 18 0 .00 550.04 2077.81 *SECNO 41180.000 3301 HV CHANGED MORE THAN HVIN8 i 268EP90 14: 46: 47 PAGE 42 SECNO DEPTH CWSEL CRIW8 WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB ~ XNCH XNR WTN ELMIN SSTA SLOPE ~CLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.67 END OF A.E.H. CHANNEL IMPROVEMENT DATA 41180.000 9.43 528.83 .00 .00 528.88 .05 3.65 .11 521.20 7900.0 4709.2 512.3 2678.5 3540.0 140.1 1303.7 554.9 140.6 521.20 .71 1.33 3.66 2.05 .065 .045 .060 .000 519.40 831.52 .000710 1300. 1460. 1600. 5 0 0 .00 2084.78 2916.30 *SECNO 41950.000 3265 DIVIDED FLOW 3302 WARNINC: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO z .39 100' D.S. I~ADIO RD 41950.000 8.89 529.69 .00 .00 530.12 .43 1.13 .11 522.10 7900.0 3059.7 1374.5 3465.8 798.1 153.8 814.4 614.6 168.4 522.60 · 75 3.83 8.94 4.26 .065 .045 .060 .000 520.80 991.23 .004628 770. 770. 770. 4 0 0 .00 1060.95 2093.00 ~SECNO 42050.000 .... 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERCY 3720 CRITICAL DEPT~ ASSUMED D.S. FACE RADIO BD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 10.11 531.11 531.11 .00 531.89 .78 .44 .11 522.30 7900.0 2518.5 4168.2 1213.3 1116.1 437.5 559.4 619.0 171.3 523.00 .75 2.26 9.53 2.17 .065 .045 .060 .000 521.00 898.48 .004160 100. 100. 100. 20 13 0 .00 1415.18 2313.67 I 26SEP90 14:46:47 PACE 43 SECNO DEPTH CWSEL CRIWS WSELK EC HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH ANOB VOL TWA R-BAArK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EI,MIN SSTA SLOPE XLOBL XLCH XAOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLBN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *SBCNO 42090.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE C~%NGE OUTSIDE OF ACCEPTABLE RANGE, ](RATIO = 6.97 PBESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD W~IRLN AREA 540.90 531.99 .00 2656. 5246. 474. 474. 527.10 529.70 79. U.S. FACE RADIO RD SECT #26 42090.000 14.42 535.42 .00 .00 535.43 .01 3.53 .00 522.30 7900.0 3735.9 1115.3 3048.8 5914.9 635.7 5007.4 625.3 173.2 523.00 .77 .63 1.75 .61 .065 .045 .060 .000 521.00 457.78 .000086 40. 40. 40. I 0 2 .00 2731.84 3189.62 *SECNO 42170.000 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 14.73 535.43 .00 .00 535.43 .01 .01 .00 522.00 7900.0 3824.4 354.6 3721.1 7031.4 264.6 6511.5 648.6 178.2 522.50 .81 .54 1.34 .57 .065 .045 .060 .000 520.70 452.80 .000050 80. 80. 80. 2 0 0 .00 2750.86 3203.66 *SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO z .35 i 26SEPg0 14: 46: 47 PAGE 44 PROFILE SECTION CC - SURVey SECTION 28 44200.000 10.68 535,58 .00 .00 535.62 .04 .17 .01 526.80 7900.0 2521.4 1146.0 4232.6 1959.4 405.0 3885.0 1005.1 261.6 531.90 1.12 1.29 2.83 1.09 .065 .045 .060 .000 524.90 1045.50 .000419 1800. 2030. 1300. 2 0 0 .00 2017.58 3063.08 *SECNO 45820.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSRL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED PROFILE SECTION DD - SURVEY SECTION 29 45820.000 6.48 538.28 538.28 .00 539.02 .74 1.50 .21 533.00 7900.0 3575.9 1826.0 2498.1 708.9 160.5 566.3 1109.6 302.9 533.10 1.17 5.04 11.37 4.41 .065 .045 .060 .000 531.80 1479.23 .011240 1400. 1620. 1000. 20 12 0 .00 1016.80 2571.19 *SECNO 47450.000 3301 HV CHANGED MORE THAN 3302 WARNING: CONVEYANCE C~ANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.60 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.54 543.64 .00 .00 543.78 .14 4.70 .06 535.80 7900.0 4665.4 1149.5 2085.1 2395.0 195.0 821.0 1182.3 338.9 535.40 1.31 1.95 5.90 2.54 .065 .045 .060 .000 532.10 1294.56 .001668 1250. 1630. 1350. 7 0 0 .00 1417.99 2712.55 ~SECNO 47540.000 100' D.S. COUNTY LINE RD 47540.000 12.50 543.70 .00 .00 543.94 .24 .13 .03 542.30 7900,0 3241.3 3669.7 989.0 2150.4 662.2 702.1 1187.2 341.3 542.20 1.32 1.51 5.54 1.41 .065 .045 .060 .000 531.20 199.81 .001958 10. 90. 200. 2 0 0 .00 1950.28 2150.09 1 26SEPg0 14: 46: 47 PAGE 45 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROE ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOE VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE ~fLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO - 1.56 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 13.28 543.98 .00 .00 544.07 .09 .12 .01 541.80 7900.0 3830.9 2738.0 1331.1 3210.2 726.1 1156.2 1197.0 346.0 541.70 1.33 1.19 3.77 1.15 .065 .045 .060 .000 530.70 95.73 · 000802 100. 100. 100. 2 0 0 .00 2103.01 2198.74 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC B~ BA~ SS ELCI~U ELCRD 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 4.29 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.95 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPR~ EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD W-EIP. LN AREA 559.08 544.08 .01 3535. 4368. 417. 416. 540.40 541.70 80. U.S. PACE COUNTY LINE RD SECT #31 47670.000 17.89 548.59 .00 .00 548.59 .01 4.52 .00 541.80 7900.0 4707.2 1096.9 2095.9 9944.7 1095.3 4340.9 1204.1 347.5 541.70 1.35 .47 1.00 .48 .065 .045 .060 .000 530.70 50.00 .000033 30. 30. 30. 0 0 3 .00 2250.00 2300.00 *SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 4.00 FEET 1 26SEP90 14:46:47 PAGE 48 50' U.S. COUNTY LIN~ RD 47720.000 17.59 548.59 .00 .00 548.60 .01 .00 .00 542.10 7900.0 4693.5 1131.6 2074.9 9515.1 1070.1 4132.4 1221.4 350.1 542.00 1.37 .49 1.06 .50 .065 .045 .060 .000 531.00 50.00 .000038 50. 50. 50. I 0 0 .00 2250.00 2300.00 *SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .91 FEET 3302 WARNIN~= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE ~E, ](RATIO m .59 PROFILE SECTION =G - SURVEy SECTION 32 48350.000 13.21 548.61 .00 .00 548.63 .02 .03 .01 543.40 7900.0 2427.4 3163.8 2308.8 4033.9 1867.4 2731.3 1359.6 374.0 539.10 1.50 .60 1.69 .85 .065 .045 .060 .000 535.40 1034.29 · 000108 600. 630. 300. 0 0 0 .00 1865.71 2900.00 i 26SEP90 14:46:47 PAGE 47 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 500 YEAR EXTENDED FLOOD INSURANCE STUDY T3 ~RA~EVINE CREEK Jl ICNECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 0 499.50 J2 NPROF IPLUT PP~FVS X~ECV X~ECH FN ALLDC IBW CHNIM ITIRAC~ 15 -1 1 26SEP90 14:46:47 PAGE 48 SECNO DEI~TH ~SEL CRIWS WSELK E~ HV HL OLOSS L-BANK ELEV Q QLOB QCH QROE ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCE XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORA~ TOPWID ENDST *PROF 4 0 CCHVm .100 CE~V= .300 ~SECNO 27620.000 *****NOTE:SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH FIS*~**~* STARTING WSEL FROM KIMLEY HORN FIS 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 *SECNO 30130.000 3301 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 .0 777.0 562.8 .0 129.1 19.0 501.90 · 05 7.10 14.00 .00 .065 .045 .000 .000 483.70 1999.60 · 007765 1800. 2510. 2000. 3 0 0 .00 222.30 2221.89 CCHVm .300 CEHV~ .500 *$ECNO 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 .00 97.06 2251.44 *SECNO 30190.000 I 26SEP90 14:46:47 PAGE 49 SECNO DEPTH CWSEL CRIWS WSELK EG HI~ HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCE VROB XNL XNCH X~R WTN ELMIN SSTA SLOPE XLOBL XLCH XLOSR ITRIAL IDC ICONT CORAR TOPWID END-;T 3265 DIVIDED FLOW 3301 HV CHANGED MOPE THAN ~VINS 3302 WARNING: CONVEYARCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO a .48 3370 NORMAL BRIDGE, NP.D= 2 MIN EL%'RD~ 513.30 M~J(ELLC~ 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS-SOEITHW~STERN 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 3285 DIVIDED FLOW 3301 HV CHANGED MORE THAN H~INS 3370 NOPJ4~tL BRIDGE, NRD= 2 MIN ELTRD= 513.30 Mi%X ELLC~ 510.40 ]0200.000 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 x5ECNO 30201.000 3201 HV CHAN~ED MOPE THAN H~INS I 265EP90 14:46:47 PAGE 50 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 XLOBE ITRIA. L IDC ICONT COP, AR TOPWID END-qT 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPT~tBLE RAN~-E, 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 .05 .00 11.19 .00 .000 .045 .000 .000 486.80 2152.34 .004868 1. 1. 1. 3 0 0 .00 102.90 2255.25 CCHVm .100 CgHv- .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 .13 492.40 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 .00 439.15 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 tSECNO 31480.000 3301 HV CHANGED MORE THA~ B'VINS 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .39 3370 NORMAL BRIDGE, NED= 2 MIN ELT~D= 509.10 MAX ELLC- 506.10 PROFILE -qECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. I 26sEPg0 14: 46: 47 PAGE 51 SECNO DEFTH CWSEL CRIWS WSELK EH HV ~L OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCE VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 31480.000 19.54 507.54 .00 .00 509.18 1.65 .70 .36 509.10 13400.0 .0 13400.0 .0 .0 1300.9 .0 192.4 29.2 509.10 · 11 .00 10.30 .00 .000 .045 .000 .000 488.00 1795.68 · 013144 170. 170. 170. 2 0 0 -170.95 119.32 1915.00 *SECNO 31500.000 3370 NORMAL BRIDGE, NI~D= 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 1300.9 .0 193.0 29.3 509.10 .11 .00 10.30 .00 .000 .045 .000 .000 488.00 1795.57 .013144 20. 20. 20. 2 0 0 -202.33 119.43 1915.00 *SECNO 31550.000 3301 HV CHAN~ED MORE THAN HVINS 3302 WArRINg: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO = 3.34 31550.000 21.25 509.45 .00 .00 509.72 .27 .14 .14 491.10 13400.0 9131.2 4268.8 .0 2895.6 729.2 .0 195.8 29.7 509.60 .11 3.15 5.85 .00 .065 .045 .000 .000 488.20 1313.37 .001180 50. 50. 50. 3 0 0 .00 606.32 1919.69 CCTV= .100 CEHV~ .300 'SECNO 34730.000 3301 HV CHARGED MOI{E THAN HVINS 3302 WABNIN~: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KP, ATIO ~ .45 34730.000 15.48 514.48 .00 .00 515.65 1.18 5.66 .27 508.90 13400.0 233.9 5732.4 7433.8 68.9 483.0 1413.5 345.4 57.3 507.90 .20 3.39 11.87 5.26 .065 .045 .060 .000 499.00 1561.29 .005805 2000. 3180. 2300. 5 0 0 .00 475.68 2036.96 I 26SEP90 14:46:47 PAGE 52 SECNO DEPTH CWSEL CRIWS WSELK E~ HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 37100.000 3265 DIVIDED FLOW 3280 CROSS SECTION 37100.00 EXTENDED .03 FEET 3301 ~V CHANGED MORE THAN HVINS 3302 WARNIN=: CONVEYANCE CHAN=E OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.63 37100.000 15.33 521.63 .00 .00 521.95 .32 6.21 .09 510.40 14200.0 6390.4 1308.8 6500.8 1626.5 159.4 1598.1 444.3 85.2 508.70 .31 3.93 8.21 4.07 .065 .045 .060 .000 506.30 1700.00 .002455 1250. 2370. 1650. 3 0 0 .00 1094.85 2918.11 fSECNO 38200.000 3302 WARNING: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 1.54 38200.000 12.67 523.47 .00 .00 523.61 .14 1.65 .02 514.80 14200.0 6363.6 1332.9 6503.5 2424.6 266.8 2243.9 547.2 113.9 514.80 · 41 2.62 5.00 2.90 .065 .045 .060 .000 510.80 2072.91 .001042 1150. 1100. 1000. 3 0 0 .00 1227.74 3300.64 "SECNO 38380.000 3265 DIVIDED FLOW 3302 WARNINg: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE RANGE, I~RATIO = · 62 D.S. FACE OF W. BOUND I.H. 635 38380.000 12.13 523.53 .00 .00 523.99 .47 .28 .10 514.40 14200.0 3369.5 4241.5 6589.0 726.6 497.8 2481.5 565.1 119.8 514.40 · 42 4.64 8.52 2.66 .065 .045 .060 .000 511.40 2639.89 · 002680 180. 180. 180. 2 0 0 .00 1630.09 4682.76 i 268EP90 14:46:47 PAG¥ 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 XNL XNCH XNR WTN ELMIN SSTA SLOPE ~fLOBL X~CH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SE XK XKOR COFQ RDLEN BWC BWP BAREA S$ ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 *SECNO 38420.000 3301 HV CHANGED MORE THAN HVINS CLASS A LOW FLOW 3420 BRIDGE W.S.= 523.51 BRIDGE VELOCITY= 5.83 CALCULATED CHANNEL AREA= 2436. EGPRS EGLWC H3 QWEIR QLOW BAREA *"q~PEZOID ELLC ELTRD WEIRLN .00 524.56 .02 0. 14200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONSz 2630.0 2890.0 TYPE= i TARGET= 260.000 ELENCL= 529.20 ELENCR= 529.20 U.S. FACE OF W. BOUND I.E. 635 38420.000 12.04 523.54 .00 .00 524.56 1.02 .57 .00 514.50 14200.0 4161.8 5266.6 4771.6 717.9 494.0 749.4 567.7 120.6 514.50 · 42 5.80 10.66 6.37 .065 .045 .060 .000 511.50 2640.21 · 004240 40. 40. 40. 0 0 0 .00 244.67 2884.88 *SECNO 38500.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO = 2.84 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TY~E= i TARGET= 260.000 ELENCLm 529.20 ELENCR= 529.20 VALLEY SECTION BETWEEN I.H. 635 BRIDGES 38500.000 11.80 523.60 .00 .00 524.67 1.07 .09 .01 514.80 14200.0 6027.9 1787.7 6384.5 893.3 483.0 724.5 571.2 121.1 514.80 .42 8.69 3.70 8.81 .015 .045 .015 .000 511.80 2841.12 .000526 80. 80. 80. 2 0 0 .00 242.99 2884.11 i 26SEP90 14 = 46: 47 PAGE 54 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~ OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 'SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2830.0 2890.0 TY~E= I TARGE~ 260.000 ELENCLm 529.20 ELENCR~ 529.20 D.S. FACE OF E. BOUND I.H. 635 38580.000 11.36 523.56 .00 .00 524.76 1.20 .05 .04 515.20 14200.0 6001.9 1832.2 6365.9 650.3 463.8 680.9 574.6 121.5 515.20 .43 9.23 3.95 9.35 .015 .045 .015 .000 512.20 2642.75 .000633 80. 80. 80. 2 0 0 .00 240.01 2882.76 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 ~S A LOW FLOW 3420 BRIDGE W.S.~ 523.52 BRIDGE VELOCITY= 6.75 CALCULATED CHANNEL AI~F.A= 2104. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 524.84 .08 0. 14200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMEN~ STATIONS~ 2630.0 2890.0 TYPE= I TAR=ET= 260.000 ELENCL= 529.20 ~LENCR= 529.20 U.S. FACE OF ~. BOUND I.H. 635 38620.000 11.34 523.64 .00 .00 524.84 1.21 .09 .00 515.30 14200.0 6000.6 1834.5 6364.9 648.2 462.8 678.8 576.3 121.8 515.30 · 43 9.26 3.96 9.38 .015 .045 .015 .000 512.30 2642.83 .000639 40. 40. 40. 0 0 0 .00 239.86 2882.69 *SECNO 38670.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= i TARGET=- 260.000 ELENCL= 529.20 ELENCR= 529.20 I 26sEPg0 14:46:47 PAGE 55 50' U.S.E. BOUND I.H. 635 38670.000 11.25 523.65 .00 .00 524.88 1.23 .03 .01 515.40 14200.0 5995.8 1842.7 6361.4 640.9 459.5 671.3 578.3 122.0 515.40 .43 9.36 4.01 9.48 .015 .045 .015 .000 512.40 2643.11 .000661 50. 50. 50. i 0 0 .00 239.35 2882.46 *SECNO 39720.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .20 PROFILE SECTION Z - SURVgY SECTION 25 39720.000 7.62 524.62 .00 .00 525.75 1.13 .86 .01 519.00 14200.0 6524.8 1422.4 6252.8 802.9 93.8 938.8 599.3 127.0 518.80 .44 8.13 15.17 6.66 .065 .045 .060 .000 517.00 1517.55 · 017134 25. 1050. 750. 4 0 0 .00 595.69 2113.24 *SECNO 41180.000 3301 HV CHARGED MO~,E ~ HVINS 3302 WA~NING: CONVEYA/qCE CHANGE OUTSIDE OF ACCRPTABLE RANGE, KRATIO = 3.45 END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.000 9.96 529.36 .00 .00 529.41 .05 3.55 .11 521.20 9900.0 6195.6 561.0 3143.4 4462.0 148.6 1519.2 727.0 172.1 521.20 .67 1.39 3.78 2.07 .065 .045 .060 .000 519.40 764.33 .000700 1300. 1460. 1600. 7 0 0 .00 2234.47 2998.80 *SECNO 41950.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RA,NGE, KRATIO J .40 100' D.S. RADIO RD 41950.000 9.43 530.23 .00 .00 530.62 .39 1.10 .10 522.10 9900.0 4106.8 1499.4 4293.8 1238.7 164.0 1021.7 802.6 203.7 522.60 .72 3.32 9.14 4.20 .065 .045 .060 .000 520.80 941.67 .004446 770. 770. 770. 4 0 0 .00 1341.32 2282.99 i 268EP90 14:46:47 PAGE 56 SECNO DEPTH CWSEL CRIWS WSELK EG HI; HA OLOSS L-BANK ELEV Q QLOB QCH QRDB ~J~OB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROE XNL I(}ICH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST tSECNO 42050.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEy SECTION 28 42050.000 10.41 531.41 531.41 .00 532.24 .82 .45 .13 522.30 9900.0 3494.3 4643.1 1762.6 1388.7 451.3 733.5 808.4 207.1 523.00 .72 2.52 10.29 2.40 .065 .045 .060 .000 521.00 865.06 .004654 100. 100. 100. 20 8 0 .00 1606.41 2471.48 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *SECNO 42090.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 9.55 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN ABEA 546.78 532.34 .00 3925. 6029. 474. 474. §27.10 529.70 79. U.S. FACE RADIO RD SECT #26 42090.000 16.10 537.10 .00 .00 537.11 .01 4.88 .00 522.30 9900.0 4721.3 1042.6 4136.1 8306.2 713.4 7489.3 817.1 209.3 523.00 .74 .57 1.46 .55 .065 .045 .060 .000 521.00 288.75 .000051 40. 40. 40. 0 0 2 .00 3126.25 3415.00 *SECNO 42170.000 I 26SEPg0 14: 46: 47 PAGE 57 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 16.41 537.11 .00 .00 537.12 .00 .00 .00 522.00 9900.0 4808.0 354.5 4737.5 9419.4 296.6 9042.2 849.5 215.0 522.50 .78 .51 1.20 .52 .065 .045 .060 .000 520.70 288.87 .000034 80. 80. 60. 2 0 0 .00 3134.34 3423.21 *SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RA~NGE, KRATIO - .42 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 12.31 537.21 .00 .00 537.23 .02 .11 .00 526.80 9900.0 3090.8 1031.3 5777.9 3182.2 479.7 5999.6 1352.4 307.6 531.90 1.18 .97 2.15 .96 .065 .045 .060 .000 524.90 957.18 · 000193 1800. 2030. 1300. 2 0 0 .00 2155.12 3112.30 *SECNO 45820.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED PROFILE SECTION DD - SURVEY SECTION 29 45820.000 6.77 538.57 538.57 .00 539.37 .80 .76 .23 533.00 9900.0 4535.2 2078.4 3286.4 898.2 168.3 680.1 1506.7 353.0 533.10 1.23 5.05 12.35 4.83 .065 .045 .060 .000 531.80 1407.61 .012447 1400. 1620. 1000. 20 11 0 .00 1151.67 2597.23 *SECNO 47450.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNINC: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.73 PROFILE SECTION EE - SURVEY SECTION 30 I 26SEP90 14:46:47 PAGE 58 47450.000 12.00 544.10 .00 .00 544.25 .14 4.81 .07 535.80 9900.0 60?2.2 1246.0 2581.8 2912.4 204.5 994.5 1594.3 392.6 535.40 1.37 2.08 6.09 2.60 .065 .045 .060 .000 532.10 1226.65 .001672 1250. 1630. 1350. 6 0 0 .00 1529.11 2755.77 *SECNO 47540.000 100' D.S. COUNTY LINE RD 47540.000 12.98 544.18 .00 .00 544.38 .20 .12 .02 542.30 9900.0 4567.2 3807.5 1525.3 2792.8 700.5 977.0 1600.4 395.2 542.20 1.37 1.64 5.44 1.56 .065 .045 .060 .000 531.20 138.51 .001747 10. 90. 200. 2 0 0 .00 2041.52 2180.03 *SECNO 47640.000 3280 CROSS SECTION 47640.00 EXTENDED .12 FEET 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.47 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 13.72 544.42 .00 .00 544.51 .09 .11 .01 541.80 9900.0 5072.1 2977.6 1850.3 3844.4 761.2 1428.8 1612.5 400.0 541.70 1.39 1.32 3.91 1.30 .065 .045 .060 .000 530.70 §0.00 .000810 100. 100. 100. 2 0 0 .00 2174.65 2224.65 SPECIAL RRIDG~E 5227 DOWNSTP~2~4 ELEV IS 541.53 , NOT 544.42 HYDRAULIC JUMP OCCURS DOWNSTPJ~AM (IF LOW FLOW CONTROLS) SB XK XKOR COFQ BDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.70 -2.50 .OO 66.50 4.00 416.70 1.13 534.40 534.40 ~SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 6.04 FEET 3302 WARNINg: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE R~N~E, KRATIO ~ 5.71 PBESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape 1 26SEP90 14:46:47 PAG~ 59 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH ABOB VOL TWA B-BANK ELEV TIME VLOB VCH VROB XNL XNCH ~hNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 568.13 545.13 .00 4979. 4948. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT #31 47670.000 19.64 550.34 .00 .00 550.34 .00 5.83 .00 541.80 9900.0 5980.7 1167.~ 2751.3 12497.9 1235.1 5579.9 1621.2 401.6 541.70 1.40 .48 .95 .49 .065 .045 .060 .000 530.70 50.00 .000025 30. 30. 30. 0 0 3 .00 2250.00 2300.00 *SECNO 47720.000 3280 CROSS SECTION 47720.00 F2fTENDED 5.74 FEET 50' U.S. COUNTY LINE RD 47720.000 19.34 550.34 .00 .00 550.34 .01 .00 .00 542.10 9900.0 5971.0 1195.0 2734.0 12053.9 1209.1 5364.4 1643.0 404.1 542.00 1.43 .50 .99 .51 .065 .045 .060 .000 531.00 50.00 .000028 50. 50. 50. 2 0 0 .00 2250.00 2300.00 *SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED 2.65 FEET 3302 WARNING= CONVIgYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ .62 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 14.95 550.35 .00 .00 550.37 .02 .02 .00 543.40 9900.0 3649.6 3283.5 2967.0 5988.3 2163.7 3777.1 1823.1 428.3 539.10 1.58 .61 1.52 .79 .065 .045 .060 .000 535.40 1000.00 .000071 600. 630. 300. 0 0 0 .00 1900.00 2900.00 i 26SEP90 14:46:47 PAGE 80 THIS RUN EXECUTED 26SEP90 14:47:25 ************************************************** HEC2 RELEASE DATED SEP 88 UPDATED JUN 1990 EAROR CO~R - 01,02,03,04 MODIFICATION - ************************************************** NOTE- A~TERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES M~SSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK SUMMARY PRINTOUT SECNO CWSEL Q ELMIN XLCE TOPWID SSTA ENDST 27620.000 492.50 6700.00 475.50 .00 232.51 1520.83 2007.37 27620.000 494.68 9400.00 475.50 .00 481.38 1437.15 2016.81 27820.000 495.60 10500.00 475.50 .00 590.55 1430.25 2020.80 27620.000 499.50 13400.00 475.50 .00 727.23 1350.00 2077.23 30130.000 500.67 6700.00 483.70 2510.00 155.08 2066.21 2221.28 30130.000 502.04 9400.00 483.70 2510.00 233.99 1992.49 2226.48 30130.000 502.18 10500.00 483.70 2510.00 242.29 1989.12 2231.41 * 30130.000 501.72 13400.00 483.70 2510.00 222.30 1999.60 2221.89 30189.000 500.74 6700.00 486.80 59.00 93.92 2155.92 2249.84 30189.000 502.02 9400.00 486.80 59.00 97.87 2153.99 2251.86 30189.000 502.14 10500.00 486.80 59.00 98.13 2153.92 2252.05 30189.000 501.75 13400.00 488.80 59.00 97.06 2154.38 2251.44 * 30190.000 500.65 6700.00 488.80 1.00 86.66 2156.05 2249.71 t 30190.000 501.89 9400.00 486.80 1.00 90.48 2154.17 2251.65 ~ 30190.000 501.97 10500.00 486.80 1.00 90.75 2154.04 2251.79 * 30190.000 501.37 13400.00 488.80 1.00 88.90 2154.95 2250.85 30200.000 500.82 6700.00 486.80 10.00 87.20 2155.79 2249.98 30200.000 502.18 9400.00 488.80 10.00 91.12 2154.00 2252.12 30200.000 502.40 10500.00 486.80 10.00 91.46 2154.00 2252.46 30200.000 503.20 13400.00 486.80 10.00 92.73 2154.00 2253.73 * 30201.000 501.10 6700.00 486.80 1.00 95.05 2155.36 2250.42 * 30201.000 502.64 9400.00 486.80 1.00 99.19 2153.66 2252.85 * 30201.000 502.98 10500.00 486.80 1.00 99.89 2153.48 2253.37 * 30201.000 504.18 13400.00 486.80 1.00 102.90 2152.34 2255.25 30250.000 501.55 6700.00 483.80 49.00 205.24 2016.50 2221.74 30250.000 503.47 9400.00 483.80 49.00 307.04 1962.83 2269.87 30250.000 504.02 10500.00 483.80 49.00 337.50 1950.46 2287.96 * 30250.000 505.77 13400.00 483.80 49.00 439.15 1911.71 2350.86 I 26SEP90 14: 46: 47 PACE 61 SECNO CWSEL Q ELMIN XLCH TOPWID SSTA Eh'DST 31310.000 503.64 6700.00 487.80 1060.00 193.59 1714.93 1908.52 31310.000 505.56 9400.00 487.80 1060.00 382.20 1530.27 1912.47 31310.000 506.15 10500.00 487.80 1060.00 419.11 1494.60 1913.71 31310.000 507.67 13400.00 487.80 1060.00 542.50 1374.36 1916.85 31480.000 503.99 6700.00 488.00 170.00 105.46 1798.04 1909.49 31480.000 505.78 9400.00 488.00 170.00 111.73 1796.45 1914.18 * 31480.000 506.44 10500.00 488.00 170.00 118.84 1796.16 1915.00 * 31480.000 507.54 13400.00 488.00 170.00 119.32 1795.68 1915.00 31500.000 504.06 6700.00 488.00 20.00 105.70 1797.92 1909.62 31500.000 505.86 9400.00 488.00 20.00 112.34 1796.41 1914.75 31500.000 506.60 10500.00 488.00 20.00 118.91 1796.09 1915.00 31500.000 507.80 13400.00 488.00 20.00 119.43 1795.57 1915.00 31550.000 504.34 6700.00 488.20 50.00 200.95 1708.18 1909.14 31550.000 506.46 9400.00 488.20 50.00 411.72 15~1.81 1913.53 * 31550.000 507.48 10500.00 488.20 50.00 513.78 1401.85 1915.62 * 31550.000 509.45 13400.00 488.20 50.00 606.32 1313.37 1919.69 * 34730.000 512.28 6700.00 499.00 3180.00 305.11 1571.02 1876.13 * 34730.000 513.47 9400.00 499.00 3180.00 405.78 1565.74 1971.52 * 34730.000 513.73 10500.00 499.00 3180.00 436.58 1564.62 2001.20 * 34730.000 514.48 13400.00 499.00 3180.00 475.58 1561.29 2036.96 * 37100.000 519.16 7300.00 506.30 2370.00 398.62 2004.27 2402.89 * 37100.000 520.26 10000.00 506.30 2370.00 539.63 1956.34 2804.65 * 37100.000 520.72 11200.00 506.30 2370.00 709.87 1935.44 2840.02 * 37100.000 521.63 14200.00 506.30 2370.00 1094.85 1700.00 2918.11 * 38200.000 520.96 7300.00 510.80 1100.00 596.83 2441.26 3038.09 * 38200.000 522.12 10000.00 510.80 1100.00 683.66 2415.17 3098.83 38200.000 522.57 11200.00 510.80 1100.00 760.03 2405.21 3165.25 * 38200.000 523.47 14200.00 510.80 1100.00 1227.74 2072.91 3300.64 * 38380.000 520.92 7300.00 511.40 180.00 227.56 2649.53 2877.09 * 38380.000 522.06 10000.00 511.40 180.00 872.43 2645.31 4316.24 38380.000 522.54 11200.00 511.40 180.00 1120.55 2643.54 4436.27 * 38380.000 523.53 14200.00 511.40 180.00 1630.09 2639.89 4682.76 38420.000 520.95 7300.00 511.50 40.00 227.06 2649.80 2876.88 38420.000 522.09 10000.00 511.50 40.00 234.79 2845.59 2880.38 38420.000 522.57 11200.00 511.50 40.00 238.02 2643.83 2881.85 38420.000 523.54 14200.00 511.50 40.00 244.67 2640.21 2884.88 * 38500.000 521.02 7300.00 511.80 80.00 225.46 2650.68 2876.14 * 38500.000 522.16 10000.00 511.80 80.00 233.19 2646.46 2879.65 * 38500.000 522.63 11200.00 511.80 80.00 236.40 2644.71 2881.12 * 38500.000 523.60 14200.00 511.80 80.00 242.99 2841.12 2884.11 1 26SEP90 14=46:47 PAGE 62 SECNO CWSEL Q ELMIN XLCH TOPWID SSTA ENDST 38580.000 521.00 7300.00 512.20 80.00 222.61 2852.23 2874.84 38580.000 522.12 10000.00 512.20 80.00 230.24 2648.07 2876.31 38580.000 522.59 11200.00 512.20 80.00 233.43 2646.33 2879.76 38580.000 523.56 14200.00 512.20 80.00 240.01 2642.75 2882.76 38620.000 521.04 7300.00 512.30 40.00 222.22 2652.44 2874.66 38620.000 522.18 10000.00 512.30 40.00 229.94 2648.23 2878.18 38620.000 522.65 11200.00 512.30 40.00 233.17 2646.47 2879.64 38620.000 523.64 14200.00 512.30 40.00 239.86 2642.83 2882.69 38870.000 521.06 7300.00 512.40 50.00 221.72 2652.71 2874.43 38670.000 522.19 10000.00 512.40 50.00 229.43 2648.51 2877.94 38670.000 522.67 11200.00 512.40 50.00 232.65 2648.78 2879.41 38670.000 523.85 14200.00 512.40 50.00 239.35 2643.11 2882.48 * 39720.000 523.21 7300.00 517.00 1050.00 496.91 1540.23 2037.14 * 39720.000 523.75 10000.00 517.00 1050.00 534.50 1531.41 2065.92 * 39720.000 523.98 11200.00 517.00 1050.00 550.04 1527.77 2077.81 * 39720.000 524.62 14200.00 517.00 1050.00 595.69 1517.55 2113.24 * 41180.000 527.86 5100.00 519.40 1460.00 1406.69 954.70 2779.43 * 41180.000 528.57 ?000.00 519.40 1460.00 2009.11 864.61 2873.72 * 41180.000 528.83 7900.00 519.40 1460.00 2084.78 831.52 2916.30 ~ 41180.000 529.36 9900.00 519.40 1460.00 2234.47 764.33 2998.80 * 41950.000 528.71 5100.00 520.80 770.00 370.05 1298.49 2027.47 * 41950.000 529.42 7000.00 520.80 770.00 634.57 1209.66 2074.85 * 41950.000 529.69 7900.00 520.80 770.00 1060.95 991.23 2093.00 * 41950.000 530.23 9900.00 520.80 770.00 1341.32 941.67 2282.99 * 42050.000 527.92 5100.00 521.00 100.00 79.00 1763.00 1842.00 * 42050.000 530.8? 7000.00 521.00 100.00 1315.18 926.10 2241.28 * 42050.000 531.11 7900.00 521.00 100.00 1415.18 898.48 2313.67 42050.000 531.41 9900.00 521.00 100.00 1606.41 865.06 2471.48 * 42090.000 530.98 5100.00 521.00 40.00 1359.24 912.54 2271.78 42090.000 534.60 7000.00 521.00 40.00 2541.87 539.20 3081.07 * 42090.000 535.42 7900.00 521.00 40.00 2731.84 457.78 3189.62 * 42090.000 537.10 9900.00 521.00 40.00 3126.25 288.75 3415.00 * 42170.000 531.43 5100.00 520.70 80.00 1860.65 821.71 2682.37 42170.000 534.62 7000.00 520.70 80.00 2570.18 527.67 3097.86 42170.000 535.43 7900.00 520.70 80.00 2750.86 452.80 3203.66 42170.000 537.11 9900.00 520.70 80.00 3134.34 228.87 3423.21 * 44200.000 532.60 5100.00 524.90 2030.00 1200.81 1524.88 2725.69 * 44200.000 534.82 7000.00 524.90 2030.00 1897.16 1142.71 3039.87 * 44200.000 535.58 7900.00 524.90 2030.00 2017.58 1045.50 3063.08 * 44200.000 537.21 9900.00 524.90 2030.00 2155.12 957.18 3112.30 i 26SEP90 14:46:47 PAGE 63 SECNO CWSF. L Q P. LMIN XLCH TOPWID SSTA ENDST 45820.000 538.58 5100.00 531.80 1620.00 1158.59 1403.88 2598.59 * 45820.000 537.99 7000.00 531.80 1620.00 798.63 1591.94 2544.63 * 45820.000 538.28 7900.00 531.80 1620.00 1016.80 1479.23 2571.19 * 45820.000 538.57 9900.00 531.80 1620.00 1151.67 1407.61 2597.23 47450.000 542.42 5100.00 532.10 1630.00 1072.52 1519.03 2591.54 * 47450.000 543.44 7000.00 532.10 1630.00 1374.46 1319.75 2694.20 s 47450.000 543.64 7900.00 532.10 1630.00 1417.99 1294.56 2712.55 * 47450.000 544.10 9900.00 532.10 1630.00 1529.11 1226.65 2755.77 * 47540.000 542.18 5100.00 531.20 90.00 1242.66 553.48 1911.94 47540.000 543.48 7000.00 531.20 90.00 1906.23 227.49 2136.25 47540.000 543.70 7900.00 531.20 90.00 1950.28 199.81 2150.09 47540.000 544.18 9900.00 531.20 90.00 2041.52 138.51 2180.03 * 47640.000 543.35 5100.00 530.70 100.00 1977.88 181.41 2159.29 * 47640.000 543.79 7000.00 530.70 100.00 2063.14 123.47 2186.61 * 47640.000 543.98 7900.00 530.70 100.00 2103.01 95.73 2198.74 * 47640.000 544.42 9900.00 530.70 100.00 2174.65 50.00 2224.65 * 47670.000 546.04 5100.00 530.70 30.00 2250.00 50.00 2300.00 * 47670.000 547.82 7000.00 530.70 30.00 2250.00 50.00 2300.00 * 47670.000 548.59 7900.00 530.70 30.00 2250.00 50.00 2300.00 ~ 47670.000 550.34 9900.00 530.70 30.00 2250.00 50.00 2300.00 47720.000 546.05 5100.00 531.00 50.00 2250.00 50.00 2300.00 47720.000 547.82 7000.00 531.00 50.00 2250.00 50.00 2300.00 47720.000 548.59 7900.00 531.00 50.00 2250.00 50.00 2300.00 47720.000 550.34 9900.00 531.00 50.00 2250.00 50.00 2300.00 * 48350.000 546.08 5100.00 535.40 630.00 1459.92 1265.59 2725.51 * 48350.000 547.84 7000.00 535.40 630.00 1836.26 1063.74 2900.00 * 48350.000 548.61 7900.00 535.40 630.00 1865.71 1034.29 2900.00 * 48350.000 550.35 9900.00 535.40 630.00 1900.00 1000.00 2900.00 i 26SEP90 14=46=47 PAGE 64 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 30130.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAR~NING SECNO= 30190.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~NING 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 PROPILE= i CONVEYANCE CE~I~NGE OUTSIDE ACCEPTABLE RANGE WAANING SECNO= 30201.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPT/~BLE EANGE WARNING SECNO= 30201.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE W/~NING 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 RARGE WARNING SECNO~ 31550.000 PROFILE~ 4 CON%~EYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~NING SECNO~ 34730.000 PROFILE= ! CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34730. 000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE P~NGE WARNING SECNO- 34730.000 PROFILED 3 CONVEYANCE CHANGE OUTSIDE ACCEPT/~BLE RANGE W~R~ING SECNO- 34730.000 PROFILE~ 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37100.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE P~ANGE WA~NING SECNO- 37100.000 PROFILE- 2 CON%~EYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~NING SECNO= 37100.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~tNING SECNO= 37100.000 PROFILE= 4 CONIrEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PJ~NGE WARNING SECNO= 38200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~NING SECNO- 38200.000 PROFILE= 3 CONVEYANCE CHARGE OUTSIDE ACCEPT~BLE RANGE WARNING SECNO= 38200.000 PROFILE~ 4 CONVEYANCE CHANCRE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 38380.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANQE WARNING SECNO= 38380.000 PROFILEz 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANQE WARNING SECNO= 38380.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 38380.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILEz I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPT. ABLE RANGE WAI~NING SECNO= 38500.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE~ 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 39720.000 PROFILE= I CRITICAL DEPTH ASSUMED CAUTION SECNO' 39720.000 PROFILE~ i PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 39720.000 PROFILE= I 20 TRI~tLS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 39720.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 39720.000 PROFILEi 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 39720.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL i 26SEP90 14:46:47 PAGE 65 CAUTION SECNO= 39720.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO~ 39720.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 39720.000 PROFILE= 3 20 TRIALS ATTEMI~I~ED TO BALANCE WSEL WARNING SECNO= 39720.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~NING SECNO- 41180.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~NIN~ SECNO= 41180.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 41180.000 PP~FILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE I~ANGE WARNING SECNO= 41950.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEFTABLE RANGE WARNING SECNO- 41950.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILEi 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 42050.000 PROFILE~ i CRITICAL DEPTH ASSUMED CAUTION SECNO- 42050.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 2 PROBABLE M~NIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE~ 2 20 TRIALS ATTEMP'rED TO BALANCE WSEL CAUTION SECNO= 42050.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO- 42050.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 42050.000 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECRO= 42050.000 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO~ 42050.000 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO~ 42050.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 42090.000 PROFILE= I CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 2 CON-~4X~ANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42030.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42170.000 PROFILE~ I CONVEYANCE C~{ANGE OUTSIDE ACCEPTABLE RANGE WARRING SECNO~ 44200.000 PROFILE= I CON%~YANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 2 CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 44200.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEFTABLE RANGE WARNING SECNOz 44200.000 PROFILEz 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 45820.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO~ 45820.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 45820.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WS~L CAUTION SECNO= 45820.000 PROFILE~ 3 CRITICAL DEPTH A~SUM~D CAUTION SECNO= 45820.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 45820.000 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 45820.000 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO~ 45820.000 PROFILE= 4 PROdUCiBLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 45820.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO~ 47450.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47450.000 PROFILE= 3 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47450.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47540.000 PROFILE~ i CON%~EYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE i 26SEP90 14:46:47 PAgE WARNING SECNO= 47640.000 PROFILE= 1 CONVEYANCE CFa%NGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 2 CONVEYANCE C~L%N~E OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA/%NING SECNO= 47640. 000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RA~NGE WAP/~ING SECN0=- 47670.000 P~DFILE= I C0NVEYA~eE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 47670.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47670.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 47670.000 PROFILE= 4 ~YDRAULIC JTJMP D.S. WARNINg SECNO= 47670.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 48350.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 2 CONVEYANCE C~ANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I I I I I I I APPENDIX C I F.I.S. EXISTING CONDmONS FLOODWAY HE~C-2 MODEL I I I I I I I I I I I 1 * WATER SURFACE PRDFILES - ' U.S. ARMY CORPS OF ENGINEER.5 * VER.SION OF SEPTEMBER 1988 * * ~ HYDROLOGIC ENGINEL"~ING CENTE * ERROR: 01,02,03,04 * * 609 SECOND STREET, SUITE D * UPDATED: JUNE 1990 * * DAVIS, CALIFORNIA 95616-4687 * RUN DATE 28SEP90 TIMI~ 08:46:37 ~ * {916) 756-1104 X X XXXXXXX XXXXX XXXXX X XX X X X X X XX X X XXXXXXXXXXX X XXX~X XXXXX X XX X X X XX X X X X X XXXXXXX XXXXX XXXIOOiX ~ OF BANNER i 28SEP90 08:46:37 PA~ i THIS RUN EXECUTED 28SEP90 08:46:37 ************************************************** HEC2 ~R~.~ASE DATED SEP 88 UPDATED JUN 1990 ERROR CORN - 01,02,03,04 MODIFICATION - ************************************************** T1 GRAPEVINE CREEK, COPPELL,DALLAS COUNTY,TEXAS FIS 100 YEAR FREQUENCE T2 EXTENDED FLOOD INSURANCE STUDY (ET RUN) MAY 1987 MODIFIED 9/7/89 T3 GRAPEVINE CREEK ( GRENC) SGRENC SHORT VERSION J1 ICRECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 4 495.60 J2 RPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARI. A~LE CODES FOR SUMMAt~Y PRINTOUT 110 200 J5 LPRNT NUMSEC *s******REQUESTED SECTION NUMBER.S*****ss* -10 -10 NC .045 .045 .040 .3 .5 QT 6. 6700. 9400. 10500. 13400. 11300. 10500. NC .065 .07 .045 .1 .3 ET 4.4 STARTING WSEL FROM KIMLEY HORN FIS UPDATE MAY 1990 SB CARD WEIR COEI~F. CHG'D TO -2.5 TO MA~CH KHA FIS X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 C~R 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 1985 474.4 1970 GR 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 GR 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 ~R 506.8 2600 508.4 2700 NC .065 .065 .045 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 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 1 28SEP90 08:46:37 PAGE 2 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 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 ~R 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 ~R 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 2248 GR 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.LOUIS-SOU'I~lW~STERN R.R. X1 30190 58 2138 2263 I I I BT 2 2138 513.3 510.2 2263 513.4 510.4 517.3 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 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 2180 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 GA 487.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 GR 510.4 2234 510.4 2235 494.5 2235 500.2 2248 510.4 2248 GA 510.4 2249 500.2 2249 507.2 226~ 510.4 2263 513.4 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 X1 30200 10 10 10 X2 i ET 90.2 X1 30201 42 2138 2263 i I 1 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 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 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 2248 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 28SEP90 08=46=37 PAGE 3 NC .1 .3 ET 8.1 2067 2222 Xl 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 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 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 ET 8.1 1734 1920 X1 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 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 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 QR 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 GR 488.7 1845 488.0 1849 491.1 1884 506.1 1884 506.1 1887 G'R 491.1 1887 494.6 1889 505.6 1913 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 X1 31500 20 20 20 X2 1 ET 8.1 1666 1920 Xl 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 488.3 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 1586 1797 X1 34730 22 1586 1628 2000 2300 3180 GR 518.9 1000 519.2 1100 519.5 1200 519.3 1300 519.3 1400 GR 518.3 1500 517.7 1547 508.9 1586 500.2 1596 499.0 1606 GR 500.5 1608 507.9 1628 508.1 1700 510.3 1800 512.9 1900 GR 513.7 2000 515.8 2100 518.6 2200 521.0 2300 522.7 2400 GR 523.8 2500 525.2 2600 QT 6 7300 10000 11200 14200 11700 3850 ET 8.1 2206 2306. i 285EP90 08:46:37 PAGE 4 Xl 37100 25 2227 2238 1250 1650 2370 GR 521.6 1700 521.5 1730 521.4 1760 521.3 1800 521.9 1865 GR 522.2 1889 521.5 1900 519.3 2000 515.9 2100 510.4 2227 GR 506.9 2229 506.3 2238 508.7 2238 512.6 2300 517.9 2352 GR 519.1 2400 521.0 2500 522.0 2600 520.4 2700 520.2 2800 GR 521.5 2900 522.2 3000 523.4 3100 524.0 3200 523.9 3300 ET 150.4 X1 38200 13 2750 2775 1150 1000 1100 -0.2 GR 546.0 500 529.0 975 525.0 1425 523.0 2400 515.0 2580 GA 515 2750 511 2760 515 2775 515 2950 522 3050 GR 526 3650 530 4850 532 5500 ET 300.2 D.S. FACE OF W. BOUND I.H. 635 X1 38380 15 2740 2784 180 180 180 .4 X3 10 514.4 514.4 GR 559.4 548.5 300 531.5 1400 525.8 2630 515.0 2670 GR 514.0 2740 511.0 2752 511.0 2772 514.0 2784 515.0 2860 GR 524.? 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. ET 8.11 2630 2890 U.S. FACE OF W. BOUND I.H. 635 X1 38420. 40. 40. 40. 0.1 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 0.015 0.015 0.045 VALLEY SECTION BETWEEN I.H. 635 BRID~ES X1 38500. 80. 80. 80. 0.3 X3 2630. 529.2 2890. 529.2 D.S. FACE OF E. BOUND I.H. 635 X1 38580. 80. 80. 80. 0.4 X3 2630. 529.2 2890. 529.2 SB 1.05 1.2 -2.5 105. 4. 3920. 7.5 512.2 512.2 i 28SEP90 08=46=37 PAGE 5 U.S. FACE OF E. BOUND I.H. 635 X1 38620. 40. 40. 40. 0.1 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 50' U.S.E. BOUND I.H. 635 Xl 38670. 50. 50. 50. 0.1 2630. 529.2 2890. 529.2 NC 0.065 0.060 0.045 ET 405.2 PROFILE SECTION Z - SURVEY SECTION 25 Xl 39720. 23. 1713. 1726. 25. 750. 1050. GR 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. 1713. 517.1 1715. GR 517. 1723. 518.8 1726. 521.4 1800. 522.4 1900. 522.5 2000. GE 524.4 2100. 526. 2200. 526.4 2300. 526.7 2400. 526.9 2500. GA 527.3 2600. 528. 2700. 528.6 2800. QT 6. 5100. 7000. 7900. 9900. 6200. 7900. ET 600.2 END OF A.H.H. CHANNEL IM~ROVF~MENT DATA Xl 41180. 16. 2536. 2552. 1300. 1600. 1460. GR 532. 430. 527.5 1000. 528.2 1740. 525. 2264. 523. 2420. 521.2 2536. 519.4 2542. 519.4 2546. 521.2 2552. 522. 2612. 525. 2754. 526. 2759. 528. 2781. 529. 2944. 530. 3096. GR 530. 3444. ET 510.2 100' D.S. RADIO RD X1 41950 29 1791 1810 770 770 770 0.1 540.0 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 524.5 1713 522.0 1791 GR 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2400 GR 530.6 2500 530.8 2600 540.0 3700 550.0 4400 i 28SEP90 08:46:37 PAGE 6 ET 610.2 D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 X1 42050 35 1788 1834 100 100 100 X3 10 527.1 527 GR 540.0 0 538.0 200 536.0 400 534.0 600 532.0 800 ~R 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 GR 529.8 1500 529.6 1600 529.7 1700 529.7 1763 527.1 1763 ~R 523.5 1771 522.3 1788 521.0 1793 521.5 1819 522.1 1826 ~R 523.0 1834 527.0 1842 529.8 1842 529.5 1900 529.3 2000 GA 529.9 2100 530.7 2200 531.1 2300 531.2 2400 531.5 2500 ~R 531.8 2600 532.1 2700 532.5 2800 540.0 3800 550.0 4500 ET 570.2 SB 1.05 2.268 -2.5 79 0 473.95 0 521.1 521.1 U.S. FACE RADIO RD SECT #26 Xl 42090 40 40 40 X2 i 527.1 529.7 X3 10 527.1 527 BT 2 1763 529.7 528.6 1842 529.8 528.6 ET 1010.2 PROFILE SECTION BB - SURVEY SECTION 27 X1 42170 28 1791 1810 80 80 80 ~R 540 0 539.0 100 538.0 200 537.0 300 536.0 400 ~R 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 524.5 1713 522.0 1791 GR 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 ~R 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 1785 1800 1300 2030 GR 550.0 600 548.0 650 546.0 700 544.0 750 542.0 800 ~R 535.9 1000 535.2 1100 534.3 1200 534.1 1300 533.8 1400 GR 533.2 1500 530.8 1600 528.8 1644 527.7 1700 526.8 1740 aR 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 UR 533.5 3000 550.0 3500 i 28SE~90 08:46:37 PAaE 7 QT 6 5100 7000 7900 9900 7500 7900 ET 630.2 PROFILE SECTION DD - SURVEY SECTION 29 X1 45820 26 2160 2187 1400 1000 1620 GR 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 GA 538.2 1800 537.8 1900 538.2 2000 538.4 2000 533.4 2094 GA 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 GE 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 GR 540.0 2800 ET 500.2 PROFILE SECTION EE - SURVEY SECTION 30 X1 47450 28 2349 2389 1250 1350 1630 GR 545.7 1000 544.9 1100 544.3 1200 543.6 1300 542.8 1400 G'R 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 G'R 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 2700 ~R 544.6 2800 ET 650.2 100' D.S. COUNTY LINE RO X1 47540 35 1511 1591 10 200 90 +.5 G~R 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 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 GA 534.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 1591 GA 541.7 1591 541.4 1600 541.8 1700 541.4 1800 541.5 1900 G'R 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 - SLTRV~Y SECTION 31 X1 47640 37 1511 1591 100 100 100 X3 10 540.4 540.4 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GA 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 GR 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.6 1700 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 GR 544.0 2200 545.7 2300 i 28SEP90 08:46:37 PAGE 8 ET 1020.2 SB 1.05 2.705 -2.5 66.5 4 416.7 1.125 534.4 534.4 U.S. FACE COUNTY LIN~ RD SECT #31 X1 47670 30 30 30 X2 I 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 PR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 ~R 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 534.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 1591 ~R 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 240.2 PROFILE SECTION GG - SURV~EY SECTION 32 Xl 48350 25 2130 2300 600 300 630 ~R 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 544.2 1800 544.0 1900 GA 543.9 2000 544.2 2100 543.4 2130 537.9 2154 535.4 2200 GA 537.7 2257 539.1 2300 539.6 2400 539.6 2423 543.2 2451 GA 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 2900 i 28SE~90 08:46:37 PAGE 9 T1 GPJ~PEVINE C~EF.K, COPPELL, D~tLLJ~S COUNTY, ~ FIS 100 ~ DISCHA~GE T2 P~X~'ENDF. D FLOOD INSUI~J~NCE STUDY (ET RUN) MAY 1987 T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT H~TRIC HVINS Q WSEL FQ 7 495.72 J2 NPROF IPLOT PP~VS XSECV X~ECH FN ALLDC IBW CHNIM ITRACE 15 -1 i 28SEP90 08=46=37 PAGE 10 THIS RUN EXECUTED 28SEP90 08:46=55 ************************************************** n~C2 BY. LEASE DATED SEP 88 UPDATED JUN 1990 ERROR CORR - 01,02,03,04 MODIFICATION - ************************************************** NOTE- A.3TERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERROR~ LIST GRAPEVINE CI~EEK SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERI, NC STENCL STCHL STCHR STE 27620.000 495.60 .00 496.42 590.55 2714.63 7542.12 243.25 .00 .00 1926.00 1992.00 27620.000 495.72 .12 496.68 443.93 2469.97 8030.03 .00 .09 1548.08 1926.00 1992.00 1992 30130.000 502.18 .00 503.30 242.29 4499.36 6000.09 .55 .00 .00 2180.00 2222.00 30130.000 502.93 .75 504.05 127.51 4378.40 6121.60 .00 .07 2094.49 2180.00 2222.00 2222 30189.000 502.14 .00 503.88 98.13 .00 10500.00 .00 .00 .00 2138.00 2263.00 30189.000 502.94 .80 504.48 90.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245 * 30190.000 501.97 .00 504.07 90.75 .00 10500.00 .00 .00 .00 2138.00 2263.00 * 30190.000 502.80 .83 504.64 84.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245 30200.000 502.40 .00 504.32 91.46 .00 10500.00 .00 .00 .00 2138.00 2263.00 30200.000 503.09 .69 504.84 84.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245 * 30201.000 502.98 .00 504.46 99.89 .00 10500.00 .00 .00 .00 2138.00 2263.00 * 30201.000 503.56 .58 504.95 90.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245 30250.000 504.02 .00 504.68 337.50 5056.66 5371.24 72.11 .00 .00 2180.00 2222.00 30250.000 504.43 .41 505.15 155.00 4980.43 5519.57 .00 155.00 2067.00 2180.00 2222.00 2222 31310.000 506.15 .00 506.65 419.11 6288.79 4211.21 .00 .00 .00 1863.00 1920.00 31310.000 506.56 .41 507.15 180.55 6086.36 4413.64 .00 186.00 1734.00 1863.00 1920.00 1920 * 31480.000 506.44 .00 507.45 118.84 .00 10590.00 .00 .00 .0O 1795.00 1915.00 * 31480.000 506.91 .47 507.92 119.05 .00 10500.00 .00 .00 .00 1795.00 1915.00 31500.000 506.60 .00 507.61 118.91 .00 10500.00 .00 .00 .00 1795.00 1915.00 31500.000 507.07 .47 508.08 119.12 .00 10500.00 .00 .0O .00 1795.00 1915.00 * 31550.000 507.48 .00 507.83 513.78 6575.89 3924.11 .00 .00 .00 1863.00 1920.00 * 31550.000 507.89 .41 508.29 250.46 6396.12 4103.89 .00 254.00 1666.00 1883.00 1920.00 1920 i 285EP90 08:46:37 PAOE 11 S~CNO CWSEL DIFKWS E~ TOPWID QLOB QCH QROB PER, NC STENCL STEEL STCHR STE * 34730.000 513.73 .00 514.81 436.58 154.38 4973.08 5372.55 .00 .00 1586.00 1628.00 * 34730.000 514.23 .50 515.36 211.00 .00 5062.37 5437.63 211.00 1586.00 1586.00 1628.00 1797 * 37100.000 520.72 .00 521.06 709.87 5015.77 1180.70 5003.53 .00 .00 2227.00 2238.00 37100.000 520.93 .21 521.16 100.00 566.77 786.17 2497.06 100.00 2206.00 2227.00 2238.00 2306 * 38200.000 522.57 .00 522.70 780.03 4976.21 1131.18 5092.61 .00 .00 2750.00 2775.00 * 38200.000 522.51 -.06 523.15 74.23 .00 1815.49 2034.51 .95 2750.00 2750.00 2775.00 2824 * 38380.000 522.54 .00 523.14 1120.55 3002.82 4031.89 4165.29 .00 .00 2740.00 2784.00 * 38380.000 523.27 .73 523.35 243.51 1123.74 1437.17 1289.09 300.00 2612.00 2740.00 2784.00 2912 38420.000 522.57 .00 523.40 238.02 3199.55 4320.62 3679.83 260.00 2630.00 2740.00 2784.00 2890 38420.000 523.28 .71 523.36 242.84 1121.02 1442.62 1286.36 260.00 2630.00 2740.00 2784.00 2890 ~ 38500.000 522.63 .00 523.49 236.40 4706.65 1492.74 5000.62 260.00 2630.00 2740.00 2784.00 2890 ~ 38500.000 523.28 .65 523.36 240.83 1629.29 493.30 1727.41 280.00 2630.00 2740.00 2784.00 2890 38580.000 522.59 .00 523.57 233.43 4681.70 1537.06 4981.24 260.00 2630.00 2740.00 2784.00 2890 38580.000 523.28 .69 523.37 238.16 1622.60 504.90 1722.50 260.00 2630.00 2740.00 2784.00 2890 38620.000 522.65 .00 523.65 233.17 4679.42 1541.15 4979.43 260.00 2630.00 2740.00 2784.00 2890 36620.000 523.28 .63 523.38 237.43 1620.68 500.25 1721.07 260.00 2630.00 2740.00 2784.00 2890 38670.000 522.67 .00 523.69 232.65 4674.79 1549.46 4975.75 260.00 2630.00 2740.00 2784.00 2890 38670.000 523.28 .61 523.38 236.77 1618.91 511.37 1719.72 260.00 2630.00 2740.00 2784.00 2890 * 39720.000 523.98 .00 525.12 550.04 5450.72 1293.73 4456.65 .00 .00 1713.00 1726.00 ~ 39720.000 523.23 -.75 523.52 382.17 2076.77 557.18 1216.05 405.00 1517.00 1713.00 1726.00 1922 * 41180.000 528.83 .00 528.88 2084.78 4709.16 512.34 2678.50 .00 .00 2536.00 2552.00 ~ 41180.000 527.64 -1.19 527.84 532.93 3842.65 736.53 3320.82 600.00 2244.00 2536.00 2552.00 2844 * 41950.000 529.69 .00 530.12 1060.95 3059.72 1374.47 3465.80 .00 .00 1791.00 1810.00 41950.000 529.88 .18 530.32 510.00 2952.26 1366.12 3581.63 510.00 1545.50 1791.00 1810.00 2055 * 42050.000 531.11 .00 531.89 1415.18 2518.48 4168.17 1213.35 .00 .00 1788.00 1834.00 * 42050.000 530.99 -.12 532.25 610.00 1877.33 4838.14 1184.53 610.00 1506.00 1788.00 1834.00 2116 * 42090.000 535.42 .00 535.43 2731.84 3735.91 1115.30 3048.79 .00 .00 1788.00 1834.00 * 42090.000 535.26 -.16 535.37 570.00 2727.21 2551.29 2621.50 570.00 1526.00 1788.00 1834.00 2096 42170.000 535.43 .00 535.43 2750.86 3824.35 354.58 3721.07 .00 .00 1791.00 1810.00 * 42170.000 535.38 -.05 535.40 1010.00 3490.76 544.25 3864.99 1010.00 1295.50 1791.00 1810.00 2305 * 44200.000 535.58 .00 535.62 2017.58 2521.43 1145.96 4232.61 .00 .00 1740.00 1786.00 * 44200.000 535.74 .15 535.91 560.00 3943.91 2035.79 1920.30 580.00 1473.00 1740.00 1786.00 2053 * 45820.000 538.28 .00 539.02 1016.80 3575.89 1826.03 2498.08 .00 .00 2160.00 2187.00 * 45820.000 538.79 .50 539.32 630.00 3489.72 1661.91 2748.37 630.00 1858.50 2160.00 2187.00 2488 i 28SE.P90 08:46:37 PAGE 12 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STE * 47450.000 543.64 .00 543.78 1417.99 4665.37 1149.54 2085.09 .00 .00 2349.00 2369.00 " 47450.000 544.20 .56 544.49 500.00 3383.07 1495.92 3021.01 500.00 2109.00 2349.00 2369.00 2609 47540.000 543.70 .00 543.94 1950.28 3241.31 3669.68 989.01 .00 .00 1511.00 1591.00 47540.000 544.30 .60 544.81 650.00 1401.28 4974.25 1524.47 650.00 1226.00 1511.00 1591.00 1876 * 47640.000 543.98 .00 544.07 2103.01 3830.89 2738.00 1331.11 .00 .00 1511.00 1591.00 * 47640.000 544.87 .89 544.98 1110.00 2568.19 3111.11 2220.70 1110.00 996.00 1511.00 1591.00 2106 * 47670.000 548.59 .00 548.59 2250.00 4707.17 1096.90 2095.93 .00 .00 1511.00 1591.00 * 47670.000 548.94 .36 548.96 1020.00 2985.66 1940.77 2973.57 1020.00 1041.00 1511.00 1591.00 2061 47720.000 548.59 .00 548.60 2250.00 4693.46 1131.60 2074.94 .00 .00 1511.00 1591.00 47720.000 548.94 .35 548.97 875.00 2785.64 2221.07 2893.29 875.00 1113.50 1511.00 1591.00 1988 * 48350.000 548.61 .00 548.63 1865.71 2427.41 3163.84 2308.76 .00 .00 2130.00 2300.00 * 48350.000 548.96 .35 549.14 240.00 250.27 6936.95 712.78 240.00 2095.00 2130.00 2300.00 2335 1 28SEP90 08:46=37 PAGE 13 SUMMARY OF EP~ROR~ AND SPECIAL NOTES WARNING SECNO= 30190.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~NING SECNO= 30190.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAN~ WARNING SECNO~ 30201.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAI~NING SECNO= 31480.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31480.000 PROFILE= 2 CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WAR~qING SECNOm 31550.000 PROFILE~ i CONVEYANCE CHANGE OUTSIDE A~CEPTABLE RANGE WA~NING SECNO= 31550.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO= 34730.000 PROFILE- I CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO~ 34730.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 37100.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE i~/qGE WARNIN~ SECNO~ 38200.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO- 38200.000 PROFILE- 2 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WAP/qING SECNO= 38380.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAI~NING SECNO- 38380.000 PROFILE- 2 CONVEyANcE C~L~/~E OUTSIDE ACCEPTABLE RANGE WA/tNING SECNO= 38500.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO~ 38500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 39720.000 PROFILE= i CRITICAL DEPTH ASSUMED CAUTION -~ECNO- 39720.000 PROFILE- i PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO~ 39720.000 PROFILEm I 20 TRIALS A_--~fF/~ED TO BALANCE WSEL WARNING SECNO= 39720.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAi~.NING SECNO= 41180.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARIqING SECNO- 41180.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAN~-E WAF/qING SECNO= 41950.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE FJ~N~-E CAUTION -qECNO~ 42050.000 PROFILE- i C~/TICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= i PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 42050.000 PROFILE- i 20 THIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO~ 42050.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILED 2 PROBABLE MINI24UM SPECIFIC ENERGY CAUTION SECNO~ 42050.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 42090.000 PROFILE= i CONV~YANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAI~.NING SECNO= 42170.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAI~NING SECNO- 44200.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 28SEP90 08:46:37 PAGE 14 CAUTION SECNO~ 45820.000 PROFILE- i CRITICAL DEPTH ASSUMED CAUTION SECNO- 45820.000 PROFILE- I PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO~ 45820.000 PROFILEs I 20 TRIALS ATTEMlWI'ED TO BALANCE WSEL WARNING SECNO= 45820.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47450.000 PROFILE' i CONV~"ZANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47450.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING 8ECNO' 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 SECNO= 48350.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 48350.000 PROFILE' 2 CONVEYANCE CHANGE OUTSIDE ACCEPT. ABLE RANGE I 28SEPg0 08: 46: 37 PAGE 15 FLOODWAY DATA, GRAPEVINE CREEK PROFILE NO. 2 ....... FLOODWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 27620.000 444. 1830. 5.7 495.7 495.6 .1 30130.000 128. 1370. 7.7 502.9 502.2 .7 30189.000 90. 1053. 10.0 502.9 502.1 .8 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. 1301. 8.1 506.9 506.4 .5 31500.000 119. 1301. 8.1 507.1 506.6 .5 31550.000 250. 2204. 4.8 507.9 507.5 .4 34730.000 211. 1413. 7.4 514.2 513.7 .5 37100.000 100. 1049. 3.7 520.9 520.7 .2 38200.000 74. 623. 6.2 522.5 522.6 -.1 38380.000 244. 1920. 2.0 523.2 522.5 .7 38420.000 243. 1896. 2.0 523.3 522.6 .7 38500.000 241. 1824. 2.1 523.3 522.6 .7 38580.000 238. 1730. 2.2 523.3 522.6 .7 38620.000 237. 1704. 2.3 523.3 522.7 .6 38670.000 237. 1681. 2.3 523.3 522.7 .6 39720.000 382. 1007. 3.8 523.3 524.0 -.7 41180.000 533. 2353. 3.4 527.6 528.8 -1.2 41950.000 510. 1667. 4.7 529.9 529.7 .2 42050.000 610. 1395. 5.7 531.0 531.1 -.1 42090.000 570. 3779. 2.1 535.2 535.4 -.2 42170.000 1010. 7455. 1.1 535.3 535.4 -.1 44200.000 580. 2820. 2.8 535.8 535.6 .2 45820.000 630. 1611. 4.9 538.8 538.3 .5 47450.000 500. 2145. 3.7 544.2 543.6 .6 47540.000 650. 2032. 3.9 544.3 543.7 .6 47640.000 1110. 4128. 1.9 544.9 544.0 .9 47670.000 1020. 8016. 1.0 549.0 548.6 .4 47720.000 875. 6747. 1.2 549.0 548.6 .4 48350.000 240. 2448. 3.2 549.0 548.6 .4 I I I I I I I i APPENDIX D REVISED EXISTING CONDITIONS FLOOD PLAIN HEC-2 MODEL ! ! ! ! ! ! ! ! ! ! ! * WATER SI/R~ACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * VERSION OF SEPTEMBER 1988 * * THE HYDROLOaIC ENGINEERING CENT~ * ERROR: 01,02,03,04 * * 609 SECOND STREET, SUi~ D * UPDA.T~D: JUNE 1990 * * DAVIS, CA.LIFO~NIA 95616-4687 * RUN DATE 28SEP90 TIME 15:11:01 * * (916) 756-1104 X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX ~ X X X X X X X X X X X X X XXXXXXX ~O~XXX XXXXXXX END OF BANNER i 28SEP90 15:11:01 PAG~ I THIS RUN EX~ClYI~_J) 28SEP90 15:11:01 ************************************************** H~C2 NELEASE DATED SEP 88 UPDA~'ED JUN 1990 EP~OR CORR - 01,02,03,04 MODIFICATION - ************************************************** T1 GI~APEVINE CREEK, COPPELL,DAL~AS COUNTY,TEXAS T2 10 YEAR EXTENDED FLOOD INSURANCE STUDY REVISED BASE SHORT VERSION T3 GRAPEVINE CREEK ( ~REXIST) (GREXIST1.DAT) S~REX1.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 0 492.50 J2 NPROF IPLOT PI~FVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38. 1. 43. 42. 39. 4. 53. 54. QT 6. 6700. 9400. 10500. 13400. 11300. 10500. NC .065 .07 .045 .1 .3 ET 4.4 ******NOTE:SB CARD WEIR COEFF. CH~'D TO -2.5 TO MATCH FIS******* STAR~ING WSEL'S FROM KIMLEY HORN FIS UPDATE MAY 1990 X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 GR 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 ~R 491.6 1713 492.2 1731 492.0 1746 493.3 1800 493.0 1900 ~R 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 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 PROFILE SECTION T - SURVEY SECTION 19 X1 30130 20 2180 2222 1600 2000 2510 -0.1 ~R 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 ~R 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 NC .3 .5 ET 90.2 I 28SEP90 15:11:01 PAGE 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 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 491.5 2180 ~R 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 2248 ~R 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 - SUI~VEY SECTION 20 ST.LOUIS-SOUTHWESTERN R.R. X1 30190 58 2138 2263 i I 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 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 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 GA 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 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 494.5 2234 GR 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 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 X1 30200 10 10 10 X2 ET 90.2 X1 30201 42 2138 2263 i i 1 GAR 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 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 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 2248 GR 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 NC .1 .3 ET 8.1 2067 2222 X1 30250 20 2180 2222 49 49 49 GA 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GA 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 i 286EP90 15:11:01 PAGE 3 ET 8.1 1734 1920 X1 31310 19 1863 1920 750 500 1060 -0.4 515.3 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 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 PROFILE SECTION V - SUIiVEy SECTION 21 SOUTHWESTERN BLVD. Xl 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 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 1913 505.9 1915 509.1 1915 GR 511.1 2000 513.1 2100 514.9 2200 516.1 2300 516.6 2400 GA 517.1 2500 517.1 2600 516.8 2700 Xl 31500 20 20 20 X2 1 ET 8.1 1666 1920 X1 31550 19 1863 1920 50 50 50 ~R 515.3 1000 515.3 1100 512.0 1200 507.5 1400 508.5 1500 ~R 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 G~ 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC .065 .06 .045 .1 .3 ET 8.1 1586 1797 Xl 34730 22 1586 1628 2000 2300 3180 GR 518.9 1000 519.2 1100 519.5 1200 519.3 1300 519.3 1400 =R 518.3 1500 517.7 1547 508.9 1586 500.2 1596 499.0 1606 GR 500.5 1608 507.9 1628 508.1 1700 510.3 1800 512.9 1900 GR 513.7 2000 515.8 2100 518.6 2200 521.0 2300 522.7 2400 GA 523.8 2500 525.2 2600 QT 6 7300 10000 11200 14200 11700 3850 ET 8.1 2206 2306. X1 37100 25 2227 2238 1250 1650 2370 GR 521.6 1700 521.5 1730 521.4 1760 521.3 1800 521.9 1865 GR 522.2 1889 521.5 1900 519.3 2000 515.9 2100 510.4 2227 ~R 506.9 2229 506.3 2236 508.7 2238 512.8 2300 517.9 2352 GR 519.1 2400 521.0 2500 522.0 2600 520.4 2700 520.2 2800 ~R 521.5 2900 522.2 3000 523.4 3100 524.0 3200 523.9 3300 i 285~P90 15=11=01 PA~ 4 ET 150.4 X1 38200 13 2750 2775 1150 1000 1100 -0.2 X3 2455. 3065. GR 546.0 500 529.0 975 525.0 1425 523.0 2400 515.0 2580 515 2750 511 2760 515 2775 515 2950 522 3050 GR 528 3650 530 4850 532 5500 ET 300.2 NC .015 .015 .045 D.S. FACE OF W. BOUND I.H. 635 ('n' Values, channel hank stations and encroachments have been corrected through 635 by A.H.H.) X1 38380 15 2670 2860 180 180 180 .4 X3 2630. 529.2 2890. 529.2 GR 559.4 548.5 300 531.5 1400 525.8 2630 515.0 2670 GR 514.0 2740 511.0 2752 511.0 2772 514.0 2784 515.0 2860 G'R 524.7 2890 521.2 3800 521.2 4200 528.0 5400 534.3 5500 SB 1.05 1.2 -2.5 105 4 3920 7.5 511.0 511. ET 8.11 2630 2890 U.S. FACE OF W. BOUND I.H. 635 X1 38420. 40. 40. 40. 0.1 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 VALLEY SECTION BETWEEN I.H. 635 BRIDGES X1 38500. 80. 80. 80. 0.3 X3 2630. 529.2 2890. 529.2 NC .015 .015 .045 D.S. FACE OF E. BOUND I.H. 635 X1 38580. 80. 80. 80. 0.4 X3 2630. 529.2 2890. 529.2 SB 1.05 1.2 -2.5 105. 4. 3920. 7.5 512.2 512.2 U.S. FACE OF E. BOUND I.H. 635 X1 38620. 40. 40. 40. 0.1 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 i 28SEP90 15:11:01 PAGE 5 NC .065 0.060 .045 50' U.S.E. BOUND I.H. 635 Xl 38670. 50. 50. 50. 0.1 X3 2630. 529.2 2890. 529,2 ET 405.2 PROFILE SECTION Z - SURVEY SECTION 25 -. X1 39720. 23. 1713. 1726. 25. 750. 1050. GR 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. 1713. 517.1 1715. GR 517. 1723. 518.8 1726. 521.4 1800. 522.4 1900. 522.5 2000. GR 524.4 2100. 526. 2200. 528.4 2300. 526.7 2400. 526.9 2500. GA 527.3 2600. 528. 2700. 528.6 2800. QT 6. 5100. 7000. 7900. 9900. 6200. 7900. ET 600.2 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 510.2 100' D.S. 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 QR 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 524.5 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 2400 GR 530.6 2500 530.8 2600 540.0 3700 550.0 4400 ET 610.2 D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 X1 42050 35 1788 1834 100 100 100 X3 10 527.1 527 GR 540.0 0 538.0 200 536.0 400 534.0 600 532.0 800 GR 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 GR 529.8 1500 529.6 1600 529.7 1700 529.7 1763 527.1 1763 GR 523.5 1771 522.3 1788 521.0 1793 521.5 1819 522.1 1826 GR 523.0 1834 527.0 1842 529.8 1842 529.5 1900 529.3 2000 GR 529.9 2100 530.7 2200 531.1 2300 531.2 2400 531.5 2500 1 28SEP90 15:11:01 PAGE 6 GR 531.8 2600 532.1 2700 532.5 2800 540.0 3800 550.0 4500 ET 570.2 1.05 2.268 -2.5 79 0 473.95 0 521.1 521.1 U.S. FACE RADIO RD SECT ~26 X1 42090 40 40 40 X2 i 527.1 529.7 X3 10 527.1 527 BT 2 1763 529.7 528.6 1842 529.8 528.6 ET 1010.2 PROFILE SECTION BB - SURVEY SECTION 27 X1 42170 28 1791 1810 80 80 80 540 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 524.5 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 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 550.0 600 548.0 650 546.0 700 544.0 750 542.0 800 535.9 1000 535.2 1100 534.3 1200 534.1 1300 533.8 1400 53~.2 1500 530.8 1600 528.8 1644 527.7 1700 526.8 1740 524.9 1757 525.4 1768 531.9 1786 531.9 1800 532.2 1900 532.3 2000 532.6 2100 532.5 2200 532.0 2300 532.2 2400 531.8 2500 532.3 2600 532.5 2700 532.9 2800 533.3 2900 533.5 3000 550.0 3500 QT 6 5100 7000 7900 9900 7500 7900 ET 630.2 PROFILE SECTION DD - SURVEY SECTION 29 X1 45820 26 2160 2187 1400 1000 1620 GR 541.7 1000 540.7 1100 539.6 1200 538.8 1300 538.6 1400 538.2 1500 538.8 1548 538.7 1562 537.8 1600 537.7 1700 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 GA 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 GA 540.0 2800 28SEP90 15:11:01 PAGE 7 ET 500.2 PAOFILE SECTION E~ - SURVEY SECTION 30 X1 47450 26 2349 2369 1250 1350 1630 GR 545.7 1000 544.9 1100 544.3 1200 543.6 1300 542.8 1400 -- GA 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 GA 540.3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 GA 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 2700 GR 544.6 2800 650.2 100' D.~. COUNTY LINE RD X1 47540 35 1511 1591 10 200 90 +.5 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 QR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 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 534.5 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 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 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 ~R 541.8 1511 538.8 1511 531.0 1525 530.7 1529 534.0 1535 GR 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 GR 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.6 1700 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 GR 544.0 2200 545.7 2300 ET 1020.2 SB 1.05 2.705 -2.5 86.5 4 416.7 1.125 534.4 534.4 U.S. FACE COUNTY LINE RD SECT #31 Xl 47670 30 30 30 X2 i 540.4 541.7 X3 10 540.4 540.4 BT 2 1511 541.8 540.4 1591 541.7 540.4 i 28SEP90 15:11:01 PAGE 8 875.2 50' U.S. COUNTY LINE RD X1 47720 35 1511 1581 50 50 50 .3 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 534.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.6 1700 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET 240.2 PROFILE SECTION GG - SURVEY SECTION 32 X1 48350 25 2130 2300 600 300 630 549.5 1000 546.9 1100 546.8 1200 545.7 1300 544.9 1400 GR 544.1 1500 544.5 1600 544.1 1700 544.2 1800 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 GR 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 2900 i 28SEP90 15:11:01 PAGE 9 SECNO DEPTH CW~EL 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 ~NL XNCH XNR WTN ELMIN ~STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 0 CCEV= .100 CEHV= .300 *SECNO 27620.000 3265 D~V~DED FLO~ **~***NOT~:SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH FIS******* STARTING WSEL'S FROM KIMLEY HORN FIS 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 9.2? 2.15 .065 .045 .070 .000 475.50 1520.83 .003833 50. 50. 50. 0 0 0 .00 232.51 2007.37 *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 .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 CEHVJ .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 51.1 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 DIVIDED FLOW i 28SEP90 15:11:01 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~T. OLOSS L-BANK ELEV Q QLOB QCH QROB A~OB ACH A~OB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN S~TA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .51 3370 NORMAL BRIDGE, N~D= 2 MIN ~LTRD- 513.30 MAX ELLC~ 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS-SOUTHWESTERNR.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 2249.71 *SECNO 30200.000 3265 DIVIDED FLOW 3370 NO~U~AL BRIDGE, NRD~ 2 MIN EL~RD- 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 .000 488.80 2155.79 .011551 10. 10. 10. 2 0 0 .00 87.20 2249.98 *~ECNO 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 .10 .00 7.50 .00 .0O0 .045 .000 .000 486.80 2155.36 .002848 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 i 28-qEP90 15:11:01 PAGE 11 S~CNO DEI~TH CWSEL CRIWS WSELK EG HV RT. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH ABOB VOL TWA R-BANK ELEV TIM~ VLOB VCH VROB XNL XNCH XNR WTN ~LNIN SSTA SLOPE XLOBL XLCH ~LOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *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. 1060. 500. 2 0 0 .00 193.59 1908.52 --. *SECNO 31480.000 3265 DIVIDED FLOW 3370 NOP~4AL BRID~E, NRD~ 2 MIN ELTRD= 509.10 MAX ELLC= 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTB%~STERNBLVD. 31480.000 15.99 503.99 .00 .00 504.60 .61 .43 .03 509.10 6700.0 .0 6700.0 .0 .0 1070.9 .0 82.8 13.0 509.10 .16 .00 6.26 .00 .000 .045 .000 .000 488.00 1798.04 · 002840 170. 170. 170. 2 0 0 .00 105.46 1909.49 *SECNO 31500.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, N'P,D~ 2 MIN ELTRD= 509.10 M~X 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 1076.9 .0 83.3 13.0 509.10 .16 .00 6.22 .00 .000 .045 .000 .000 488.00 1797.92 .002799 20. 20. 20. I 0 0 .00 105.70 1909.62 *SECNO 31550.000 31550.000 16.14 504.34 .00 .00 504.79 .45 .12 .01 491.10 6700.0 3639.7 3060.3 .0 875.2 466.5 .0 84.7 13.2 509.60 .16 4.16 6.56 .00 .065 .045 .000 .000 488.20 1708.18 .002034 50. 50. 50. 2 0 0 .00 200.95 1909.14 i 28-qEP90 15:11:01 ~AGE 12 SECNO DEPTH CWSEL CRIWS WSELK E~ HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH %rROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH ~LOBR ITRIAL IDC ICONT CO1RAR TOPWID ENDST CCHV~ .100 CE~V= .300 *SECNO 34730.000 3301 HV CHAN~ED MO~E THAN BVINS 3302 WARNING: CONVEYANCE CHAN=E OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 34730.000 13.28 512.28 .00 .00 513.26 .98 8.31 .16 508.90 6700.0 58.9 3858.4 2782.7 25.3 390.7 691.4 154.9 26.8 507.90 .26 2.33 9.87 4.02 .065 .045 .080 .000 499.00 1571.02 .005331 2000. 3180. 2300. 3 0 0 .00 305.11 1876.13 *SECNO 37100.000 3301 ~V CHANGED MORE T~AN HVINS 3302 WAP~NING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 1.63 37100.000 12.86 519.16 .00 .00 519.46 .31 6.14 .07 510.40 7300.0 3057.8 946.3 3296.0 918.4 132.2 761.9 210.2 39.5 508.70 · 38 3.33 7.16 4.33 .065 .045 .060 .000 506.30 2004.27 .002394 1250. 2370. 1650. 3 0 0 .00 398.62 2402.89 *SECNO 38200.000 3302 WAttNIN~: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ](RATIO - 1.56 3470 ENCROACI~4ENT STATIONS~ 2455.0 3065.0 TYPE= I TARGET= 810.000 38200.000 10.15 520.95 .00 .00 521.06 .10 1.57 .02 514.80 7300.0 3207.9 829.0 3263.1 1470.4 204.0 1349.5 270.2 51.7 514.80 .50 2.18 4.08 2.42 .065 .045 .060 .000 510.80 2455.00 · 000985 1150. 1100. 1000. 3 0 0 .00 583.02 3038.02 *SECNO 38380.000 3470 ENCROACHMENT STATIONS~ 2630.0 2890.0 TYPE= i TARGET= 260.000 ELENCL~ 529.20 ELENCR= 529.20 i 28SEP90 15:11:01 PAGE 13 D.S. FACE OF W. BOUND I.H. 635 ('n' Values, channel bank stations and encroachments have been corrected ~hrough 635 by A.H.H.) 38380.000 9.53 520.93 .00 .00 521.41 .48 .24 .11 515.40 7300.0 472.1 6437.4 390.4 56.6 1253.7 47.3 279.3 53.4 515.40 .51 8.34 5.09 8.26 .015 .045 .015 .000 511.40 2849.52 .001912 180. 180. 180. 2 0 0 .00 227.58 2877.10 SPECIAL BRIDGE SB XK X~DR COFQ BDLEN BWC BWP BA~EA 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.= 520.92 BRIDGE VELOCITY~ 4.20 CALCULATED CHANNEL A/{EA~ 1740. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTBD WEIi~LN AREA · 00 521.44 .02 0. 7300. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS~ 2630.0 2890.0 TI~PE= i TARGET~ 260.000 ~?.~NCL- 529.20 ELENCR- 529.20 U.S. FACE OF W. BOUND I.H. 635 38420.000 9.45 520.95 .00 .00 521.44 .49 .03 .00 515.50 7300.0 464.4 6451.5 384.1 55.0 1248.6 45.9 280.5 53.6 515.50 · 51 8.44 5.17 8.36 .015 .045 .015 .000 511.50 2649.81 .001999 40. 40. 40. 0 0 0 .00 227.04 2876.86 *SECNO 38500.000 3470 ENCROACHME.'~T STATIONS- 2630.0 2890.0 TYPE= i TARGET= 260.000 EL~NCL~ 529.20 ELENCR= 529.20 VALLEY SECTION BETWEEN I.E. 635 BRIDGES 38500.000 9.30 521.10 .00 .00 521.62 .52 .17 .01 515.80 7300.0 450.5 6476.9 372.6 52.2 1221.3 43.5 283.0 54.0 515.80 .51 8.64 5.30 8.56 .015 .045 .015 .000 511.80 2650.35 .002169 80. 80. 80. 0 0 0 .00 226.07 2876.41 i 28SEP90 15:11:01 PAGE 14 SECNO DEPTH CWSE~ CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= I TARGET=- 260.000 ELENCL= 529.20 ELENCR= 529.20 D.S. FACE OF E. BOUND I.H. 635 38580.000 9.06 521.26 .00 .00 521.82 .56 .19 .01 516.20 7300.0 426.6 6520.5 352.8 47.5 1174.8 39.6 285.4 54.4 516.20 .52 8.99 5.55 8.90 .015 .045 .015 .000 512.20 2651.25 .002502 80. 80. 80. I 0 0 .00 224.40 2875.66 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BW~ BA~L~A 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.z 521.24 BRIDGE VELOCITY= 4.78 CALCULATED CHANNEL AREA- 1526. EGPBS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 521.86 .03 0. 7300. 3920. 3708. 528.70 532.80 0. 3470 ENCROAC~NT STATIONS= 2630.0 2890.0 TYPE= I TARGET= 260.000 ELENCL~ 529.20 ELENCR~ 529.20 U.S. FACE OF E. BOUND I.H. 635 38620.000 8.99 521.29 .00 .00 521.86 .57 .04 .00 516.30 7300.0 419.1 6534.3 346.6 46.0 1160.3 38.4 286.5 54.6 516.30 · 52 9.11 5.63 9.02 .015 .045 .015 .000 512.30 2651.53 .002619 40. 40. 40. 0 0 0 .00 223.88 2875.42 *SECNO 38670.000 3470 ENCROACHMENT STATIONS~ 2630.0 2890.0 TYPE= i TARGET= 260.000 ELENCL~ 529.20 ELENCR= 529.20 i 28SEP90 15:11:01 PAGE 15 50' U.S.E. BOUND I.H. 635 38670.000 9.05 521.45 .00 .00 522.00 .56 .14 .00 516.40 7300.0 106.7 7097.7 95.6 47.1 1171.7 39.4 287.9 54.9 516.40 .52 2.26 6.06 2.43 .065 .045 .060 .000 512.40 2651.31 .002991 50. 50. 50. 2 0 0 .00 224.29 2875.60 *SECNO 39720.000 PROFILE SECTION Z - SURVEY SECTION 25 39720.000 7.50 524.50 .00 .00 524.83 .32 2.80 .02 519.00 7300.0 3386.8 748.3 3164.9 782.1 92.4 897.7 311.5 60.8 518.80 .57 4.33 8.10 3.53 .065 .045 .060 .000 517.00 1519.28 · 004984 25. 1050. 750. 2 0 0 .00 587.27 2106.55 *8ECNO 41180.000 3265 DIVIDED FLOW 3302 WA~LNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.70 END OF A.H.H. CHANNEL IKPROVEMENT DATA 41180.000 8.24 527.64 .00 .00 527.70 .06 2.84 .03 521.20 5100.0 2685.3 437.9 1976.8 1792.0 121.0 975.6 387.9 88.3 521.20 · 78 1.50 3.62 2.03 .065 .045 .060 .000 519.40 982.37 .000844 1300. 1460. 1600. 3 0 0 .00 1109.93 2777.03 *SECNO 41950.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE P~ANGE, KRATIO = .44 100' D.S. RADIO ED 41950.000 7.85 528.65 .00 .00 529.05 .40 1.25 .10 522.10 5100.0 1975.4 1054.8 2069.8 455.6 133.9 554.9 423.5 101.3 522.60 .82 4.34 7.88 3.73 .065 .045 .060 .000 520.80 1663.93 .004322 770. 770. 770. 3 0 0 .00 359.35 2023.28 26SEP90 15:11:01 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~T. 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 ~CH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST *SECNO 42050.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH A~SUMED D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 6.92 527.92 527.92 .00 530.65 2.73 .75 .70 522.30 5100.0 826.4 4143.4 130.3 106.3 290.5 23.3 425.3 101.8 523.00 · 83 7.78 14.28 5.58 .065 .045 .060 .000 521.00 1763.00 · 016098 100. 100. 100. 4 12 0 .00 79.00 1842.00 SPECIAL BRIDGE SB XK XI~OR COFQ RDLEN BWC BWP BARF~% SS ELCHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *SECNO 42090.000 3301 HV CHANGED MORE THAN HVINS 3302 WA/~NING: CONVEYANCE C~NGE OUTSIDE OF ACCF~PTi~BLE i~m--NGE, K~ATIO ~ 2.84 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPP,~ EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 532.00 530.65 .00 407. 4691. 474. 474. 527.10 529.70 79. U.S. FACE RADIO RD SECT #26 42090.000 9.98 530.98 .00 .00 531.37 .38 .72 .00 522.30 5100.0 1542.6 2825.7 731.7 1003.8 431.8 501.5 426.4 102.4 523.00 .83 1.54 6.55 1.46 .065 .045 .060 o000 521.00 912.63 .002000 40. 40. 40. 3 0 2 .00 1358.95 2271.59 i 2BSEP90 15:11:01 PAGE 17 SECNO DEPTH CWSEL CRIWS WSELK EG HV IZL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKILLEV TIME VLOB VC~ VROB XNL XNCH XITR WTN ELMIN SSTA SLOPE XLOBL XLCH X~OBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 42170.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCF~PTABLE RANGE, KRATIO = 2.42 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 10.73 531.43 .00 .00 531.46 .03 .05 .04 522.00 5100.0 2359.3 524.4 2216.2 2420.1 188.7 1983.1 432.4 105.4 522.50 · 85 .97 2.78 1.12 .065 .045 .060 .000 520.70 821.74 .000341 80. 80. 80. 2 0 0 .00 1860.59 2682.33 *SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .25 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 7.70 532.60 531.27 .00 533.10 .51 1.50 .14 526.80 5100.0 2683.8 2047.5 368.7 648.9 267.9 343.7 541.2 156.4 531.90 .94 4.14 7.64 1.07 .065 .045 .060 .000 524.90 1524.88 .005297 1800. 2030. 1300. 6 14 0 .00 1200.81 2725.69 *SECNO 45820.000 3265 DIVIDED FLOW PROFILE SECTION DD - SURVEY SECTION 29 45820.000 6.78 538.58 .00 .00 538.79 .21 5.66 .03 533.00 5100.0 2338.6 1065.1 1696.3 908.9 168.7 686.2 586.1 190.3 533.10 1.05 2.57 6.31 2.47 .065 .045 .060 .000 531.80 1403.88 .003243 1400. 1620. 1000. 3 0 0 .00 1158.59 2598.59 *SECNO 47450.000 PROFILE SECTION EE - SURVEY SECTION 30 I 28SEP90 15:11:01 PAGE 18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK KLEV TIME VLOB VCH %'ROB XNL XI~CH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAA TOPWID ENDST 47450.000 10.32 542.42 .00 .00 542.65 .22 3.85 .00 535.80 5100.0 2524.9 1123.9 1451.2 1222.2 170.7 476.1 641.1 223.3 535.40 1.17 2.07 6.58 3.05 .085 .045 .360 .000 532.10 1519.03 .002484 1250. 1630. 1350. 4 0 0 .00 1072.52 2591.54 *SECNO 47540.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .64 100' D.S. COUNTY LINE RD 47540.000 10.98 542.18 540.37 .00 543.19 1.01 .30 .24 542.30 5100.0 472.6 4588.0 39.4 404.8 540.4 61.0 643.2 224.8 542.20 1.17 1.17 8.49 .85 .065 .045 .060 .000 531.20 553.48 .006012 10. 90. 200. 8 12 0 .00 1242.66 1911.94 *SECNO 47640.000 3301 HVCHANGED MOP,~ THAN H~INS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE 1RANGE, K~ATIO - 2.98 50' U.S. COUNTY LINE RD 47720.000 15.05 546.05 .00 .00 546.05 .01 .00 .00 542.10 5100.0 2864.0 1090.3 1145.7 5795.1 866.4 2327.1 664.1 232.5 542.00 1.22 .49 1.26 .49 .065 .045 .060 .000 531.00 50.00 · 000071 50. 50. 50. i 0 0 .00 2250.00 2300.00 *SECNO 48350.000 3302 WA~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPT. ABLE RANG'E, ](RATIO - .56 i 28SEP90 15:11=01 PAGE 20 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 10.68 546.08 .00 .00 546.13 .04 .06 .01 543.40 5100.0 753.6 2929.0 1417.4 1472.7 1437.3 1339.9 743.4 254.3 539.10 1.32 .51 2.04 1.06 .065 .045 .060 .000 535.40 1265.59 .000222 600. 630. 300. 0 0 0 .00 1459.92 2725.51 i 28SEP90 15:11:01 PA~E 21 T1 GPJ~PEVINE CI~EEK~ COPPELL, DALLA~ COUNTY, TEXAS T2 50 YEAR EXT~--NDED FLOOD INStrRANCE STUDY T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 0 0 0 0 494.68 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM IT~ACE 2 -1 I 28SEP90 15:11:01 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK E~ HV EL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCE XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOER ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 2 0 .100 CEHV= .300 *SECNO 27620.000 3265 DIVIDED FLOW **~***NOTE:SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH FIS******* STARTING WSEL'S FROM KIt4LEY HORN FIS UPDA.TEMAY 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 *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 .300 CF. HV= .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 CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO z .49 i 28SEP90 15:11:01 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK EG HV EL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH ARO~ VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XKR NTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NOI~MAL BRIDGE, NRD- 2 MIN ELTRD~ 513.30 MAX ELLC= 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS-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 .017489 1. 1. 1. 2 0 0 .00 90.48 2251.65 *SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, B-P.D~ 2 MIN ELTRD= 513.30 M~XELLC= 510.40 30200.000 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 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 .000 483.80 1962.83 .002122 49. 49. 49. 2 0 0 .00 307.04 2269.87 i 28SEP90 15:11: 01 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH ABOB 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 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 *$ECNO 31480.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 509.10 t4AX ELLC= 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 17.78 505.78 .00 .00 506.63 .86 .47 .11 509.10 9400.0 .0 9400.0 .0 .0 1264.5 .0 115.8 22.0 509.10 .14 .00 7.43 .00 .000 .045 .000 .000 488.00 1796.45 · 003614 170. 170. 170. 2 0 0 .00 111.73 1914.18 *$ECNO 31500.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, N~D= 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 1274.0 .0 116.3 22.0 509.10 .14 .00 7.38 .00 .000 .045 .000 .000 488.00 1796.41 .003551 20. 20. 20. 2 0 0 .00 112.34 1914.75 *SECNO 31550.000 31550.000 18.26 506.46 .00 .00 506.87 .41 .12 .04 491.10 9400.0 5606.3 3793.7 .0 1483.8 569.3 .0 118.2 22.3 509.60 .14 3.78 6.66 .00 .065 .045 .000 .000 488.20 1501.81 .001820 50. 50. 50. 2 0 0 .00 411.72 1913.53 i 28SEP90 15:11:01 PAGE 25 SECNO DEPTH OWSEL CRIWS WSELK EG HV BL 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 SLOPB XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV~ .100 CEHV= .300 * -qECNO 34730.000 3301 HV CHANGED MORE THAN ~VIN-q 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO B .60 34730.000 14.47 513.47 .00 .00 514.46 .99 7.41 .17 508.90 9400.0 128.9 4606.7 4664.5 46.3 440.8 1028.9 217.4 43.5 507.90 · 24 2.78 10.45 4.53 .065 .045 .060 .000 499.00 1565.74 .005084 2000. 3180. 2300. 2 0 0 .00 405.78 1971.52 *SECNO 37100.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.52 37100.000 13.96 520.26 .00 .00 520.61 .34 6.08 .06 510.40 10000.0 4418.1 1121.0 4460.9 1190.0 144.4 977.4 289.1 60.5 508.70 · 35 3.71 7.76 4.56 .065 .045 .060 .000 506.30 1956.34 .002506 1250. 2370. 1650. 3 0 0 .00 539.63 2804.65 *SECNO 38200.000 3302 WARNING: CON~-~YANCE CHANGE OUTSIDE OF ACCEPT~tBLE PuAN~E, KIRATIO ~ 1.59 3470 ENCROAC~D~T STATIONSm 2455.0 3065.0 TYPE~ i TARGET~ 610.000 38200.000 11.31 522.11 .00 .00 522.24 .12 1.61 .02 514.80 10000.0 4478.5 1035.9 4485.7 1810.8 232.9 1665.7 363.8 74.7 514.80 · 46 2.47 4.45 2.69 .065 .045 .060 .000 510.80 2455.00 · 000990 1150. 1100. 1000. 3 0 0 .00 610.00 3065.00 I 285EP90 15: 11: 01 PAGE 26 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~T. 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 38380.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHA~GE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ .69 3470 ENCROACHMENT STATIONS= 2830.0 2890.0 TYPE= i TARGET~ 260.000 ~?.~NCL= 529.20 ELENCR= 529.20 D.S. FACE OF W. BOUND I.H. 635 ('n' Values, channel bank s=at~ons and encroachments have been corrected ~hrough 635 by A.H.H.) 38380.000 10.58 521.98 .00 .00 522.65 .67 .25 .16 515.40 10000.0 783.1 8569.2 647.6 80.3 1463.9 67.0 374.8 76.5 515.40 .46 9.76 5.85 9.66 .015 .045 .015 .000 511.40 2645.62 .002075 180. 180. 180. 2 0 0 .00 234.75 2880.36 SPECIAL BRIDGE SB XK XI~OR COFQ RDLEN BWC BWP BA~EA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 *SE~O 38420.000 C~S A LOW FLOW 3420 BRID~E W.S.= 521.97 BRID~E ~OCI~ 4.98 ~C~D C~L ~= 2010. EGP~ EGLWC H3 Q~IR QL~ ~ ~EZOID ~LC EL~ ~I~ .00 522.69 .03 0. 10000. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONSz 2630.0 2890.0 TYPE= i TARGET=- 260.000 ~T.~NCL~ 529.20 ELENCR= 529.20 U.S. FACE OF W. BOUND I.H. 635 38420.000 10.51 522.01 .00 .00 522.69 .68 .04 .00 515.50 10000.0 774.2 8585.5 640.3 78.6 1450.8 65.6 376.2 76.7 515.50 .47 9.85 5.92 9.76 .015 .045 .015 .000 511.50 2645.88 .002148 40. 40. 40. 0 0 0 .00 234.27 2880.14 i 28SEP90 15:11:01 PAGE 27 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOE QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL ~NCH XNR WTN ELMIN SSTA SLOPE XLOEL XLCH XLOBR ITRIAL IDC ICONT COlLaR TOPWID ENDST s~RCNO 38500.000 3470 ENCROACEMENT STATIONS- 2630.0 2890.0 TYPE= 1 TARGET= 260.000 ELRNCL= 529.20 ELENCR= 529.20 VAT.T.I~Y SECTION BETWEEN I.H. 635 BRIDGES 38500.000 10.37 522.17 .00 .00 522.88 .70 .18 .01 515.80 10000.0 757.5 8616.0 626.4 75.4 1425.7 63.0 379.1 77.1 515.80 .47 10.04 6.04 9.95 .015 .045 .015 .000 511.80 2646.36 .002292 80. 80. 80. 0 0 0 .00 233.38 2879.74 *SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2830.0 2890.0 TYPEm I TARGET= 260.000 ELENCL= 529.20 ELENCR= 529.20 D.S. FACE OF E. BOUND I.H. 635 38580.000 10.13 522.33 .00 .00 523.09 .75 .19 .01 516.20 10000.0 726.7 8672.3 601.0 69.9 1380.1 58.3 382.0 77.6 516.20 .47 10.40 6.28 10.30 .015 .045 .015 .000 512.20 2647.25 .002587 80. 80. 80. i 0 0 .00 231.75 2879.00 SPECIAL BRIDGE SB XK XY43R COFQ RDLEN EWC 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.u 522.31 BRIDGE VELOCITY~ 5.59 CALCULATED CHANNEL AREA- 1788. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA · 00 523.14 .04 0. 10000. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 TARGET= 260.000 ELENCL= 529.20 ELENC~= 529.20 i 28SEP90 15:11:01 PAGE 28 U.S. FACE OF E. BOUND I.H. 635 38620.000 10.08 522.38 .00 .00 523.14 .77 .06 .00 516.30 10000.0 718.0 8688.2 593.8 68.3 1367.3 57.1 383.3 77.8 516.30 .47 10.51 6.35 10.40 .015 .045 .015 .000 512.30 2647.50 .002679 40. 40. 40. 0 0 0 .00 231.29 2878.79 *SECNO 38670.000 3470 ENCROAC~MP/~T STATIONS~ 2630.0 2890.0 TI~PETM i TARGET=- 260.000 ELENCL~ 529.20 ELENCR~ 529.20 50' U.S.E. BOUND I.H. 635 38670.000 10.16 522.56 .00 .00 523.29 .73 .15 .00 516.40 10000.0 187.2 9645.1 167.7 70.3 1383.4 58.7 385.1 78.0 516.40 .48 2.66 6.97 2.86 .065 .045 .060 .000 512.40 2647.19 .003175 50. 50. 50. 2 0 0 .00 231.86 2879.05 *SECNO 39720.000 PROFILE SEC~TION Z - SURVEY SECTION 25 39720.000 8.62 525.62 .00 .00 525.91 .30 2.58 .04 519.00 10000.0 4245.8 828.4 4925.9 1006.9 106.8 1358.4 415.5 84.6 518.80 .53 4.22 7.76 3.63 .065 .045 .060 .000 517.00 1501.38 .003766 25. 1050. 750. 2 0 0 .00 674.51 2175.89 *SECNO 41180.000 3302 WA/~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO - 1.49 END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.000 9.00 528.40 .00 .00 528.46 .06 2.52 .02 521.20 7000.0 3967.7 508.5 2523.8 2819.0 133.2 1162.2 522.9 126.5 521.20 .74 1.41 3.82 2.17 .065 .045 .060 .000 519.40 885.97 .000827 1300. 1460. 1600. 3 0 0 .00 1960.26 2846.23 *SECNO 41950.000 3265 DIVIDED FLOW 28SEP90 15:11:01 PAGE 29 SECNO DKPTH OWSEL CRIWS WSELK EG HV itl OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH X1TR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARRING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRA.TIO ~ .42 100' D.S. RADIO RD 41950.000 8.59 529.39 .00 .00 529.83 .44 1.26 .11 522.10 7000.0 2672.1 1290.8 3037.1 623.6 148.0 730.5 572.6 149.3 522.60 .78 4.28 8.72 4.16 .065 .045 .060 .000 520.80 1214.07 .004644 770. 770. 770. 3 0 0 .00 621.44 2072.50 *SECNO 42050.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH A~SUM~D D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 9.89 530.89 530.89 .00 531.71 .82 .44 .11 522.30 7000.0 2028.5 4021.4 950.1 921.2 427.3 461.1 576.4 151.6 523.00 .79 2.20 9.41 2.06 .065 .045 .060 .000 521.00 923.18 .004190 100. 100. 100. 20 9 0 .00 1324.66 2247.84 SPECIAL BRIDGE SB X~ XKOR COFQ RDLEN BWC BWP BAR~A SS ELCHU ELCRD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *SECNO 42090.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNIN=: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE RANGE, KBATIO = 6.02 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape i 28SEPg0 15:11:01 PA~E 30 SECNO DEPTH CWSEL CRIWS WSE~K EG HV wt. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH %-ROB XNL :~2{CH XKR WTN ELMIN SSTA SLOPE XLOBL X~CH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST E~PRE EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 538.57 531.81 .00 2118. 4883. 474. 474. 527.10 529.70 79. U.S. FACE RADIO RD SECT ~26 42090.000 13.81 534.61 .00 .00 534.63 .02 2.92 .00 522.30 7000.0 3278.9 1173.5 2547.6 4882.2 598.9 3965.1 581.6 153.3 523.00 .80 .87 1.96 .84 .065 .045 .060 .000 521.00 537.82 .000118 40. 40. 40. i 0 2 .00 2545.08 3082.90 -SECNO 42170.000 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 13.93 534.83 .00 .00 534.64 .01 .01 .00 522.00 7000.0 3389.4 355.5 3255.0 5993.3 249.5 5441.3 601.0 158.0 522.50 .84 .57 1.43 .60 .065 .045 .060 .000 520.70 528.43 .000062 80. 80. 80. 2 0 0 .00 2573.19 3099.61 *SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .30 PROFILE SECTION CC - SURVEY .SECTION 28 44200.000 9.93 534.83 .00 .00 534.88 .05 .23 .01 526.80 7000.0 2349.1 1248.7 3402.2 1474.1 370.3 2930.6 894.6 236.0 531.90 1.10 1.59 3.37 1.16 .065 .045 .060 .000 524.90 1141.39 .000670 1800. 2030. 1300. 2 0 0 .00 1898.83 3040.23 *SECNO 45820.000 3265 DIVIDED FLOW I 288EP90 15:11:01 PAGE 31 SECNO DEPTH CWSEL CRIWS WSELK ED HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-HANK ELEV TIME VLOB VCH VROB ~ liNCH XNR WTN ELMIN SSTA SLOPE X~OBL /(LCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANDED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH A.SSUMI~D PROFILE SECTION DD - SURVEY SECTION 29 45820.000 6.19 537.99 537.99 .00 538.83 .84 2.28 .24 533.00 7000.0 3192.6 1760.0 2047.4 556.3 152.6 457.5 975.8 272.1 533.10 1.15 5.?4 11.53 4.4? .065 .045 .060 .000 531.80 1591.98 · 012359 1400. 1620. 1000. 20 14 0 .00 797.75 2544.53 *SECNO 47450.000 3301 HV CHANGED MOPE THAN HVINS 3302 WARNINg: CONVEYANCE CHANGE O~ITSIDE OF ACCEPTABLE RANGE, KRATIO - 2.79 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.35 543.45 .00 .00 543.58 .13 4.68 .07 535.80 7000.0 4052.9 1085.7 1861.5 2188.9 191.0 754.8 1040.5 304.3 535.40 1.29 1.85 5.68 2.47 .065 .045 .060 .000 532.10 1319.98 .001593 1250. 1630. 1350. 4 0 0 .00 1374.03 2694.01 tSECNO 47540.000 3265 DIVIDED FLOW 100' D.S. COUNTY LINE RD 47540.000 12.29 543.49 .00 .00 543.74 .26 .13 .04 542.30 7000.0 2668.3 3560.5 771.2 1875.7 645.3 585.2 1044.9 306.6 542.20 1.30 1.42 5.52 1.32 .065 .045 .060 .000 531.20 226.26 .002009 10. 90. 200. 3 0 0 .00 1909.32 2136.87 i 28SEP90 15:11: 01 PAGE 32 SECNO DE~TH CWSEL CRIWS WSELK EG HV [~L OLOSS L-BANK ELEV Q QLOB QCH QROE ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR ~ ELMIN SSTA SLOPE X~OBL XLCH XLOBR ITRIAL IDC ICONT COEAR TOPWID ENDST tSECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KiRATIO ~ 1.61 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SUIRVEY SECTION 31 47640.000 13.09 543.79 .00 .00 543.88 .09 .12 .02 541.80 7000.0 3291.6 2591.8 1118.8 2945.5 711.0 1042.6 1053.8 311.2 541.70 1.31 1.12 3.65 1.07 .065 .045 .060 .000 530.70 122.70 .000771 100. 100. 100. 2 0 0 .00 2064.24 2186.94 SPECIAL BRIDGE SB X~ 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 3.53 FEET 3302 WA~NING: CONVEYANCE CEA~GE OUTSIDE OF ACCEPT. ABLE RANGE, KiRATIO = 4.54 PRESSURE A,ND WEIR FLOW, Weir Submergence Eased on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAR~A TRAPEZOID ELLC ELTl~D WEIPJ, N AREA 555.64 543.88 .01 2956. 4086. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE i~D SECT #31 47670.000 17.12 547.82 .00 .00 547.83 .01 3.95 .00 541.80 7000.0 4132.1 1064.5 1803.4 8825.5 1034.0 3797.8 1060.1 312.7 541.70 1.33 .47 1.03 .47 .065 .045 .080 .000 530.70 50.00 .000037 30. 30. 30. 0 0 2 .00 2250.00 2300.00 *8ECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 3.23 FEET i 288EP90 15: 11:01 PAGE 33 50' U.S. COUNTY LIN~ RD 47720.000 16.82 547.82 .00 .00 547.83 .01 .00 .00 542.10 7000.0 4115.4 1104.6 1780.0 8395.2 1008.8 3588.9 1075.4 315.3 542.00 1.35 .49 1.09 .50 .065 .045 .060 .000 531.00 50.00 .000044 50. 50. 50. i 0 0 .00 2250.00 2300.00 *SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .15 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .57 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 12.45 547.85 .00 .00 547.87 .03 .04 .01 543.40 7000.0 1887.8 3098.7 2013.5 3208.6 1737.6 2273.2 1195.4 339.0 539.10 1.47 .59 1.78 .89 .065 .045 .060 .000 535.40 1063.65 .000132 600. 630. 300. 0 0 0 .00 1836.35 2900.00 i 288EP90 15=11:01 PAGE 34 T1 ~RA~EVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 100 YEAR EXTENDED FLOOD INSURANCE STUDY T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT ~t~-,'aI C NVINS Q WSEL FQ 0 4 0 0 0 0 0 0 495.60 J2 NPROF IPLOT PRFVS XSECV X~ECH FN ALLDC IBW CHNIM ITRACE 3 -1 i 28-~EP90 15:11:01 PAGE 35 SECNO DEPTH CWSEL CRIWS WSELK EG HV rrr. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB ~ XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 3 0 CCHV- .100 CEHV= .300 tSECNO 27620.000 ******NOTE:SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH FIS******* STARTING WSEL'S FROM KIMLEY HORN FIS UPDATE MAY 1990 27620.000 20.10 495.60 .00 495.80 496.42 .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 *SECNO 30130.000 PROFILE SECTION T - SURVEY SECTION 19 20130.000 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 5.20 10.30 .40 .065 .045 .065 .000 483.70 1989.12 .004032 1600. 2510. 2000. 2 0 0 .00 242.29 2231.41 ¢CHV= .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 *SECNO 30190.000 3265 DIVIDED PLOW 3302 WARNINg: CONVEYANCE CHANGE OUTSIDE OF ACCEPT. ABLE BANGE, KRATIO = .49 I 28SEP90 15:11:01 PA~-E 36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLO~S L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH %rROB XNL XNCH XNR WTN ELMIN -~STA SLOPE XLOBL XLCE ]CLOBE ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS-SOUTHWESTEi~N R.R. 301~0.000 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 FLOW 3370 NORMAL BRIDGE, NRDz 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. 10. 10. 2 0 0 .00 91.46 2252.46 *SECNO 30201.000 3302 WARNING: CONVEYANCE CHAN~E 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 .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 i 28SEP90 15: 11:01 PAGE 37 SECNO DEPTH CWSEL CRIWS WSELK EG B'V ~ OLOSS L-BA~ ELiEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB ~NL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *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 31480.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RA~NGE, K~ATIO m .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 .15 509.10 10500.0 .0 10500.0 .0 .0 1300.9 .0 131.3 24.8 509.10 .13 .00 8.07 .00 .000 .045 .000 .000 488.00 1796.16 · 008071 170. 170. 170. 2 0 0 -40.09 118.84 1915.00 *SECNO 31500.000 3370 NOP2~AL BEID~E, NI~D= 2 MIN ELTRD= 509.10 MAX ELLCz 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 1300.9 .0 131.9 24.9 509.10 .13 .00 8.07 .00 .000 .045 .000 .000 488.00 1796.09 .008071 20. 20. 20. 2 0 0 -59.28 118.91 1915.00 'SECNO 31550.000 3301 HV CHAN=ED MORE THAN HVINS 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPT-ABLE RANGE, KRATIO ~ 2.29 i 28S]~P90 15:11=01 PAGE 38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLO~S L-BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK ELEV TI24E VT~OB VCH VROB ~ ~/~CH XNR WTN ELMIN SSTA SLOPE XLOBL ~6LCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 31550.000 19.28 507.48 .00 .00 507.83 .35 .15 .07 491.10 10500.0 6575.9 3924.1 .0 1900.2 621.6 .0 134.1 25.2 509.60 · 13 3.46 6.31 .00 .065 .045 .000 .000 488.20 1401.85 · 001535 50. 50. 50. 2 0 0 .00 513.78 1915.62 CC~Vm .100 CEHV= .300 'SECNO 34730.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .53 34730.000 14.73 513.73 .00 .00 514.81 1.08 6.76 .22 508.90 10500.0 154.4 4973.1 5372.5 51.6 451.5 1119.8 247.7 49.6 507.90 .23 2.99 11.02 4.80 .065 .045 .060 .000 499.00 1564.62 · 005472 2000. 3180. 2300. 3 0 0 .00 436.58 2001.20 *SECNO 37100.000 3265 DIV'/DED FLOW 3301 HV CHAN~ED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE i~%NGE, KRATIO - 1.59 37100.000 14.42 520.72 .00 .00 521.06 .34 6.18 .07 510.40 11200.0 5015.8 1180.7 5003.5 1319.3 149.4 1140.1 326.5 70.3 508.70 .34 3.80 7.90 4.39 .065 .045 .060 .000 506.30 1935.44 .002478 1250. 2370. 1650. 3 0 0 .00 709.87 2840.02 *SECNO 38200.000 3302 WARNING= CONVEYANCE CHANGE OUTSIDN OF ACCEPT~tBLE RANGE, KRATIO = 1.58 3470 ENCROACBMENT STATIONS= 2455.0 3065.0 TYPE= i TARGET= 610.000 38200.000 11.75 522.55 .00 .00 522.69 .14 1.61 .02 514.80 11200.0 5030.4 1124.2 5045.4 1941.4 243.9 1794.1 408.2 86.5 514.80 .44 2.59 4.61 2.81 .065 .045 .060 .000 510.80 2455.00 .000999 1150. 1100. 1000. 3 0 0 .00 610.00 3065.00 I 28SEP90 15:11: 01 PAGE 39 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCE QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 38380.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KiRATIO = .88 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= i TARGET= 260.000 ~T..WNCL~ 529.20 ELENCR= 529.20 D.S. FACE OF W. BOUND I.H. 635 ('n' Values, channel bank stations and encroachments have been corrected through 635 by A.H.H.) 38380.000 10.98 522.38 .00 .00 523.13 .75 .25 .18 515.40 11200.0 932.7 9496.0 771.3 90.2 1539.0 75.3 419.9 88.3 515.40 .45 10.34 6.17 10.24 .015 .045 .015 .000 511.40 2644.15 .002157 180. 180. 180. 2 0 O .00 237,43 2881.5B SPECIA~ BRIDGE SB XK XI~OR COFQ RDLEN BWC BI~P 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 ~--~A~S A LOW FLOW 3420 BRIDGE W.S.= 522.36 BRIDGE VELOCITY~ 5.30 CALCULATED CHANNEL AI~EA= 2115. EGPR~ EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ~LTRD NEIRLN AREA .00 523.18 .04 0. 11200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= i TARGET= 260.000 ~..~NCL~ 529.20 ELENCR= 529.20 U.S. FACE OF W. BOUND I.H. 635 38420.000 10.91 522.41 .00 .00 523.18 .76 .05 .00 515.50 11200.0 923.5 9512.8 763.7 88.5 1526.5 73.9 421.5 88.5 515.50 .45 10.43 6.23 10.33 .015 .045 .015 .000 511.50 2644.40 .002225 40. 40. 40. 0 0 0 .00 236.98 2881.38 i 28SEP90 15:11:01 PAGE 40 SECNO DEPTH CWSEL CRIWS WSELK EG HV HI~ OLOSS L-BANK ELEV Q QLOB QCH QRGB ALOB ACH AROB VOL TWA R-BA/TK ELEV TIME VLOB VCH VROB XNL }iNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 38500.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= i TARGET= 260.000 E:LENCL= 529.20 ELENCR= 529.20 VALLEY SECTION BETI~EN I.H. 635 BRIDGES 38500.000 10.78 522.58 .00 .00 523.37 .79 .18 .01 515.80 11200.0 906.0 9544.7 749.2 85.3 1502.8 71.3 424.5 88.9 515.80 · 45 10.62 6.35 10.51 .015 .045 .015 .000 511.80 2644.86 .002359 80. 80. 80. 0 0 0 .00 236.14 2880.99 *SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= i TARGET~ 260.000 ~T.~NCL= 529.20 ELENCR= 529.20 D.S. FACE OF E. BOUND I.E. 635 38580.000 10.54 522.74 .00 .00 523.59 .84 .20 .02 516.20 11200.0 871.0 9608.7 720.3 79.2 1455.7 66.2 427.5 89.4 516.20 .45 10.99 6.60 10.89 .015 .045 .015 .000 512.20 2645.78 .002659 80. 80. 80. 2 0 0 .00 234.45 2880.23 SPECIAL BRIDGE SB Xl~ XKOR COFQ RDLEN EWC 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.= 522.72 BRIDGE VELOCITY= 5.92 CALCULATED CHANNEL AREA= 1892. E~PRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ~T..T.C ELTRD WEI~tLN AREA .00 523.65 .05 0. 11200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACi~(ENT STATIONS= 2630.0 2890.0 TYPE= i TARGET~ 260.000 ~T.~NCL-- 529.20 ELENCR= 529.20 I 28SEP90 15:11:01 PAGE 41 U.S. FACE OF E. BOUND I.H. 635 38620.000 10.49 522.79 .00 .00 523.65 .86 .06 .00 516.30 11200.0 863.6 9622.2 714.2 78.0 1445.9 65.1 429.0 89.6 516.30 · 46 11.08 6.65 10.97 .015 .045 .015 .000 512.30 2645.97 .002727 40. 40. 40. 0 0 0 .00 234.10 2880.07 *SECNO 38670.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= i TARGET~ 260.000 ELENCL~ 529.20 ELENCR= 529.20 50' U.S.E. BOUND I.H. 635 38670.000 10.59 522.99 .00 .00 523.80 .81 .15 .00 516.40 11200.0 227.3 10769.2 203.6 80.3 1464.5 67.1 430.8 89.8 516.40 .46 2.83 7.35 3.03 .065 .045 .060 .000 512.40 2645.60 .003274 50. 50. 50. 2 0 0 .00 234.77 2880.37 *SECNO 39720.000 3301 HV CHANGED MORE THAN HVINS PROFIL~ SECTION Z - SURVEY SECTION 25 39720.000 9.06 526.06 .00 .00 526.34 .28 2.49 .05 519.00 11200.0 4657.5 857.0 5685.5 1168.9 112.6 1566.3 464.3 96.8 518.80 · 51 3.98 7.61 3.63 .065 .045 .060 .000 517.00 1246.12 .003377 25. 1050. 750. 2 0 0 .00 969.29 2215.41 *SECNO 41180.000 3302 WARNING: CONVEYARCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.44 END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.000 9.28 528.68 .00 .00 528.74 .06 2.38 .02 521.20 7900.0 4633.3 5]2.4 2734.2 3291.1 137.7 1252.0 586.8 144.7 521.20 .73 1.41 3.87 2.18 .065 .045 .060 .000 519.40 850.12 .000811 1300. 1460. 1600. 3 0 0 .00 2042.24 2892.37 I 28SEP90 15:11:01 PAgE 42 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL ~CH ~%TR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 41950.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTA]3LE RANGE, KRATIO = .41 100' D.S. RADIO RD 41950.000 8.86 529.66 .00 .00 530.10 .44 1.25 .11 522.10 7900.0 3050.5 1384.3 3465.2 773.2 153.2 805.1 643.4 171.9 522.60 .77 3.95 9.04 4.30 .065 .045 .060 .000 520.80 994.29 .004759 770. 770. 770. 3 0 0 .00 1042.79 2090.79 *SECNO 42050.000 3685 20 T~IALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 10.09 531.09 531.09 .00 531.89 .80 .45 .11 522.30 7900.0 2499.4 4199.4 1201.2 1099.0 436.6 550.3 647.8 174.7 523.00 .77 2.27 9.62 2.18 .065 .045 .060 .000 521.00 900.63 .004252 100. 100. 100. 20 12 0 .00 1397.97 2298.60 SPECIAL BRIDGE SB X~ XKOR COFQ RDLEN BWC BV~P BARF~A SS ELCHU ELCRD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *SECNO 42090.000 3301HV CHANGED MORE THAN HVINS 3302 WARNING.- CONVEYANCE CHANGE Ob'TSIDE OF ACCEPTABLE RANGE, K~ATIO z 7.02 i 28SEP90 15:11'-01 PAGE 43 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VI{OB 2(NL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL 2(LCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PEESSURE ~a~D WEIR FLOW, ~e±r Submergence Baaed on OGEE Shape EGP~ EGLWC H3 QWEIR QPR BAREA TRAJ?EZOID ELLC ELTRD WEIRLN AREA 540.88 531.99 .00 2650. 5252. 474. 474. 527.10 529.70 79. U.S. FACE RADIO RD SECT #26 42090.000 14.41 535.41 .00 .00 535.42 .01 3.52 .00 522.30 7900.0 3735.8 1117.4 3047.0 5902.3 635.2 4994.6 654.1 176.6 523.00 .79 .63 1.76 .61 .065 .045 .060 .000 521.00 458.73 .000086 40. 40. 40. i 0 2 .00 2729.63 3188.36 *SECNO 42170.000 PROFILE SECTION BB - SUI~VEY SECTION 27 42170.000 14.72 535.42 .00 .00 535.42 .01 .01 .00 522.00 7900.0 3824.4 355.1 3720.5 7018.7 264.5 6498.4 677.3 181.7 522.50 .83 .54 1.34 .57 .065 .045 .060 .000 520.70 453.67 .000051 80. 80. 80. 2 0 0 .00 2748.75 3202.42 *SECNO 44200.000 3302 WARNING: CONVEYANCE CHARGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .35 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 10.67 535.57 .00 .00 535.61 .04 .18 .01 526.80 7900.0 2522.3 1148.4 4229.2 1953.4 404.6 3874.0 1033.1 265.0 531.90 1.13 1.29 2.84 1.09 .065 .045 .060 .000 524.90 1046.73 .000422 1800. 2030. 1300. 2 0 0 .00 2016.08 3062.81 *SECNO 45820.000 i 28SEP90 15:11:01 PAGE 44 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QNOS Al;OB ACE AROB VOL TWA N-BANK ELEV TIM~ VLOB VCH VROB XNL ~'NCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOER ITRIAL IDC ICONT CO~ TOPWID ENDST 3265 DIVIDED PLOW 3301 HV CHANGED MORE T~AN HVINS 3685 20 TRIALS ATTEMi~TED WSEL,CWSEL 3693 PEDBA]~LE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED PROFILE SECTION DD - SURVEY SECTION 29 45820.000 6.49 538.29 538.29 .00 539.02 .73 1.50 .21 533.00 7800.0 3576.3 1820.3 2503.4 715.0 160.8 570.1 1137.5 306.3 533.10 1.19 5.00 11.32 4.39 .065 .045 .060 .000 531.80 1476.73 .011107 1400. 1620. 1000. 20 12 0 .00 1021.63 2572.10 *SECNO 47450.000 3301 HV CHARGED MOPE THAN HVINS 3302 WARNING: CONVEYANCE CHANC, E OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.58 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.53 543.63 .00 .00 543.77 .14 4.69 .06 535.80 7900.0 4663.7 1151.0 2085.4 2390.9 194.9 819.6 1210.2 342.4 535.40 1.33 1.95 5.91 2.54 .065 .045 .060 .000 532.10 1295.12 .001674 1250. 1630. 1350. 7 0 0 .00 1417.08 2712.20 *SECNO 47540.000 100' D.S. COUNTY LINE RD 47540.000 12.49 543.69 .00 .00 543.93 .24 .13 .03 542.30 7900.0 3237.6 3675.3 987.0 2145.6 661.9 700.0 1215.1 344.8 542.20 1.34 1.51 5.55 1.41 .065 .045 .060 .000 531.20 200.27 .001967 10. 90. 200. 2 0 0 .00 1949.59 2149.86 I 28SEP~0 15:11:01 PAGE 45 SECNO DEPTH CWSEL CRIWS WSELK E~ HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TI. ME VLOB VCH VBOB ~ XNCN ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.56 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 13.28 543.98 .00 .00 544.07 .09 .12 .02 541.80 7900.0 3829.5 2740.3 1330.2 3206.7 725.9 1154.7 1225.0 349.5 541.70 1.35 1.19 3.78 1.15 .065 .045 .060 .000 530.70 96.08 .000804 100. 100. 100. 2 0 0 .00 2102.51 2198.59 SPECIAL BRIDGE SB XK XIiOR COFQ RDLEN BWC BWP BAttF~ 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 4.29 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 4.96 P.~ESSUt~E AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGP.=L5 EGLWC H3 QW~IR QPR BAREA TRAPEZOID ELLC ELT~D WEIRLN AREA 559.07 544.07 .01 3534. 4368. 417. 416. 540.40 541.70 80. U.S. FACE COtlN~"f LINE RD SECT #31 47670.000 17.89 548.59 .00 .00 548.59 .01 4.53 .00 541.80 7900.0 4707.1 1097.0 2095.9 9943.2 1095.2 4340.2 1232.0 351.0 541.70 1.37 .47 1.00 .48 .065 .045 .060 .000 530.70 50.00 .000033 30. 30. 30. 0 0 3 .00 2250.00 2300.00 "SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 4.00 FEET I 28SEP90 15: 11: 01 PAGE 46 50' U.S. COUNTY LINE RD 47720.000 17.59 548.59 .00 .00 548.60 .01 .00 .00 542.10 7900.0 4693.4 1131.7 2074.9 9513.6 1070.0 4131.7 1249.3 353.5 542.00 1.39 .49 1.06 .50 .065 .045 .060 .000 531.00 50.00 .000038 50. 50. 50. I 0 0 .00 2250.00 2300.00 *SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .91 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE BANGE, KI~tTIO = .59 PROFILE SECTION ~G - SURVEY SECTION 32 48350.000 13.21 548.61 .00 .00 548.63 .02 .03 .01 543.40 7900.0 2427.0 3164.2 2308.7 4032.6 1867.2 2730.6 1387.5 377.5 539.10 1.52 .60 1.69 .85 .065 .045 .060 .000 535.40 1034.33 · 000108 600. 630. 300. 0 0 0 .00 1865.67 2900.00 i 20SEP90 15:11:01 PA~E 47 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEF~%S T2 500 YEAR EXTENDED FLOOD INSURANCE STUDY T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 0 499.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 i 28SEP90 15:11:01 PAGE 48 SECNO DEPTH CWSEL CRIWS WSELK EG HV RT. OLOSS L-BANK ELEV Q QLOB QCE QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 4 0 CCHV= .100 CEHV= .300 *SECNO 27620.000 ******NOTE=SB CARD W~IR COEFF. CHG'D TO -2.5 TO MATCH FIS******* STARTIN~ WSEL'S FROM KIMLEY HOAN FIS UPDATE MAY 1990 27820.000 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 ~SECNO 30130.000 3301 HV C~La~NGED MORE THAN HVINS 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~A~IO = .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 CEHV= .500 *SECNO 30189.000 3301 HV CHANGED MOPE 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 .00 97.06 2251.44 *SECNO 30190.000 I 28SF~90 15:11:01 PAGE 49 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~T. OLOSS L-BANK ELEV Q QLOB QCR QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .48 3370 NORMAL BRIDGE, NIRD~ 2 MIN ~LTRD= 513.30 MAX ELLC= 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUI$-SOUTHWESTERN R.R. 30190.000 14.57 501.37 .00 .00 505.22 3.85 .02 .40 513.30 13400.0 .0 13400.0 .0 .0 851.0 .0 130.6 19.2 513.40 · 05 .00 15.75 .00 .000 .045 .000 .000 486.80 2154.95 .040232 1. 1. 1. 2 0 0 .00 88.90 2250.85 *SECNO 30200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 30200.000 16.40 503.20 .00 .00 505.89 2.69 .32 .35 513.30 13400.0 .0 13400.0 .0 .0 1018.1 .0 130.9 19.2 513.40 .05 .00 13.18 .00 .000 .045 .000 .000 486.80 2154.00 · 026213 10. 10. 10. 5 0 0 .00 92.73 2253.73 ~SECNO 30201.000 3301HV CHANGED MORE THAN HVINS I 28SEP90 15:11:01 PAGE 50 SECNO DEPTH CWSEL CRIWS WSELK EG HV [IL OLOSS L-BANK ELEV Q QLOB QCB QROB ALOB ACH ANOB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL }iNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITHIAL IDC ICONT COllAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO m 2.32 30201.000 17.38 504.18 .00 .00 506.12 1.94 .01 .22 513.30 13400.0 .0 13400.0 .0 .0 1197.6 .0 130.9 19.2 513.40 .05 .00 11.19 .00 .000 .045 .000 .000 486.80 2152.34 .004868 1. 1. 1. 3 0 0 .00 102.90 2255.25 CCHV= .100 CEHV~ .300 *SECNO 30250.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.58 30250.000 21.97 505.77 .00 .00 506.40 .62 .14 .13 492.40 13400.0 6943.2 6049.8 407.0 1664.3 728.9 235.6 133.0 19.5 502.00 .06 4.17 8,30 1.73 .065 .045 .065 ,000 483.80 1911.71 .001942 49. 49. 49. 3 0 0 .00 439.15 2350.86 *SECNO 31310.000 31310.000 19.87 507.67 .00 .00 508.13 .45 1.71 .02 490.70 13400.0 8629.1 4770.9 .0 2183.2 653.3 .0 184.3 27.9 509.20 .10 3.95 7.30 .00 .065 .045 .000 .000 487.80 1374.36 .001983 750. 1060. 500. 2 0 0 .00 542.50 1916.85 *$ECNO 31480.000 3301 HV CHANGED MORE THAN HVINS 3302 WAi~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE .RANGE, .~ATIO = .39 3370 NORMAL BRIDGE, .N'RD= 2 MIN ELTRD~ 509.10 MAX ELLC= 506.10 PROFILE SECTION V - SUR~ SECTION 21 SOUTHWESTERN BLVD. I 28SEP90 15:11:01 PA~E 51 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 ~NCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCE XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1480.000 19.54 507.54 ,00 .00 509.18 1.65 .70 .36 509.10 13400.0 .0 13400.0 .0 .0 1300.9 .0 192.4 29.2 509.10 .11 .00 10.30 .00 .000 .045 .000 .000 488.00 1795.68 .013144 170. 170. 170. 2 0 0 -170.95 119.32 1915.00 ~ECNO 31500.000 3370 ROI~"UtL BRIDGE, N~Dm 2 MIN ELTRD= 509.10 MAX ELLC= 506.10 .' 31500.000 19.80 507.80 .00 .00 509.45 1.65 .26 .O0 509.10 13400.0 .0 13400.0 .0 .0 1300.9 .0 193.0 29.3 509.10 .11 .00 10.30 .00 .000 .045 .000 .000 488.00 1795.57 .013144 20. 20. 20. 2 0 0 -202.33 119.43 1915.00 18ECNO 31550.000 3301 HV CHANGED MORE THAN H~INS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCF. PTABLE RANGE, ]CRATIO - 3.34 31550.000 21.25 509.45 .00 .O0 509.72 .27 .14 .14 491.10 13400.0 9131.2 4268.8 .0 2895.6 729.2 .0 195.8 29.7 509.60 .11 3.15 5.85 .00 .065 .045 .000 .000 488.20 1313.37 .001180 50. 50. 50. 3 0 0 .00 606.32 1919.69 CCHV= .100 CEH~= .300 *S~CNO 34730.000 3301 HV CHARGED MORETHANH¥INS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .45 34730.000 15.48 514.48 .00 .00 515.65 1.18 5.66 .27 508.90 13400.0 233.9 5732.4 7433.8 68.9 483.0 1413.5 345.4 57.3 507.90 .20 3.~9 11.87 5.26 .065 .045 .060 .000 499.00 1561.29 .005805 2000. 3180. 2300. 5 0 0 .00 475.68 2036.96 I 288E~90 15: 11: 01 PAGE 52 DEPTH CWSEL CRIWS WBELK EG HV HL OLOS$ L-BANK ELEV Q QLOB QCH {]ROB ALOB ACH AKOB ¥On TWA K-~NK ELEV TIM~ VLOB VCH VROB ~ XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COBAR TOPWID ENDST *S~CNO 37100.000 3265 DIVIDED FLOW 3280 CROSS SECTION 37100.00 EXTENDED .03 FEET 3301 HV C~%NDED MORE THAN HVINS 3302 WA~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANG~, K~ATIO ~ 1.63 37100.000 15.33 521.63 .00 .00 521.95 .32 6.21 .09 510.40 14200.0 6390.4 1308.8 6500.8 1626.5 159.4 1598.1 444.3 85.2 508.70 · 31 3.93 8.21 4.07 .065 .045 .060 .000 506.30 1700.00 .002455 1250. 2370. 1650. 3 0 0 .00 1094.85 2918.11 *SECNO 38200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.52 3470 ENCROACHMENT STATIONS= 2455.0 3065.0 TIrPE= 1 ~.~L~"~= 610.000 38200.000 12.67 523.47 .00 .00 523.63 .17 1.67 .02 514.80 14200.0 6403.9 1347.2 6448.9 2210.8 266.8 2059.0 542.3 106.1 514.80 · 40 2.90 5.05 3.13 .065 .045 .060 .000 510.80 2455.00 .001064 1150. 1100. 1000. 3 0 0 .00 610.00 3065.00 *8ECNO 38380.000 3301 HV CHANGED MORE THAN ~VINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE I~ANGE, KRATIO = .66 3470 ENCROACHMENT STATIONS~ 2630.0 2890.0 TYPE= i TARGET= 260.000 ~T.~NCL= 529.20 ELENCR= 529.20 D.S. FACE OF W. BOUND I.H. 635 ('n' Values, channel bank stations and encroachments have been I 288EP90 15:11:01 PAGE 53 corrected Through 635 by A.E.H.) 38380.000 11.77 523,17 .00 ,00 524,16 ,99 .28 ,25 515,40 14200,0 1320,1 11788,1 1091.7 111,8 1689.5 93.4 555.6 107.9 515,40 .41 11,80 6.98 11,69 ,015 .045 .015 ,000 511.40 2641,22 ,002436 180. 180. 180. 2 0 0 ,00 242,82 2884,03 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAP~A SS ELCHU ELCHD 1,05 1.20 -2,50 .00 105,00 4.00 3920.00 7.50 511.00 511,00 *SEC, NO 38420.000 CLASS A LOW FLOW 3420 BRIDGE W.S.= 523.14 BRIDGE VELOCITY= 6,09 CALCULATED CHANNEL AREA= 2331, E~PIR~ EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIIRLN AREA .00 524.22 .05 0, 14200. 3920, 4137, 528,70 532.80 0, 3470 ENCROACHMENT STATIONS~ 2630,0 2890,0 TYPE~ i TARGET~ 260,000 ~2~NCL= 529,20 ELENCR= 529,20 U.S, FACE OP W. BOUND I,R, 635 38420.000 11.72 523.22 .00 .00 524.22 1.00 .07 ,00 515,50 14200.0 1311,5 11803.9 1084,6 110,4 1679,9 92,2 557,3 108,1 515,50 ,41 11.88 7.03 11,77 ,015 ,045 .015 ,000 511.50 2641.41 .002489 40. 40, 40, 0 0 0 ,00 242,47 2883.88 *SECNO 38500,000 3470 ENCROACHMENT STATIONS= 2630,0 2890,0 TYPE- i TARGET= 260.000 ~T.RNCL= 529.20 E?.~-NCR= 529.20 VALLEY SECTION BETWEEN I,R. 635 BRIDGES 38500.000 11.61 523,41 ,00 .00 524,44 1.03 .20 ,01 515,80 14200.0 1292,9 11837,9 1069,2 107,3 1659,3 89,6 560,7 108.6 515.80 ,41 12.05 7,13 11.93 ,015 ,045 .015 ,000 511.80 2641.81 · 002609 80. 80. 80, i 0 0 ,00 241,73 2883,54 *SECNO ~8580.000 3470 ENCROACEMENT STATIONH- 2630.0 2890.0 TYPE= i TARGET= 260.000 I 28SEP90 15=11:01 PAGE 54 SECNO DEPTH CWSEL CRIWS WSELK EG HV ltL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOe ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL liNCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAl{ TOPWID ENDST ELENCL- 529.20 ELENCR- 529.20 D.S. FACE OF E. BOUND I.H. 635 38580.000 11.38 523.58 .00 .00 524.67 1.09 .22 .02 516.20 14200.0 1253.4 11910.1 1036.5 101.0 1815.8 84.3 564.1 109.0 516.20 · 42 12.42 7.37 12.30 .015 .045 .015 .000 512.20 2642.85 .002885 80. 80. 80. 2 0 0 .00 240.18 2882.83 S~ECIAL BRIDGE SB ~3~ 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 C~a. SSA LOW FLOW 3420 BRIDGE W.S.- 523.55 BRIDGE VELOCITY= 6.72 CALCULATED CHANNEL AREA~ 2112. EGPRS EGLWC E3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIP.LN AP. EA · 00 524.75 .07 0. 14200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= I TARGET= 260.000 ELENCL= 529.20 ELENCR= 529.20 U.S. FACE OF E. BOUND I.H. 635 38620.000 11.35 523.65 .00 .00 524.75 1.10 .08 .00 516.30 14200.0 1247.8 11920.3 1031.9 100.1 1609.7 83.6 565.8 109.2 516.30 .42 12.47 7.41 12.35 .015 .045 .015 .000 512.30 2642.77 .002927 40. 40. 40. 0 0 0 .00 239.96 2882.73 'S~ '0 38670.000 34'IllENC.ROACHMT_~IT STATIONS~ 2630.0 2890.0 TYI~E~ i TARGET~ 260.000 E ~CL= 529.20 ELENCR= 529.20 50' U.S.E. BOUND I.E. 635 I 28SEP90 15:11;01 PAGE 55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TII~R VLOB VCH VROB XlqL liNCH XHR NTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ~8670.000 11.49 523.89 .00 .00 524.92 1.03 o16 .01 516.40 14200.0 335.4 13564.2 300.4 104.0 1836.6 86.8 567.8 109.5 516.40 · 42 3.23 8.29 3.46 .065 .045 .060 .000 512.40 2642.25 .003586 50. 50. 50. 2 0 0 .00 240.92 2883.17 ¢SECNO 39720.000 ~28Q CROSS SECTION 39720.00 ~ED .54 FEET 3301 HV CHANGED ~4ORS THAN HVINS PROFILE SECTION Z - SURVEY SECTION 25 39720.000 10.03 527.03 .00 .00 527.25 .21 2.25 .08 519.00 14200.0 5697.3 894.5 7408.2 1808.0 125.3 2186.1 609.2 119.3 518.80 .48 3.26 7.14 3.39 .065 .045 .060 .000 517.00 1000.00 .002578 25. 1050. 750. 2 0 0 .00 1534.11 2534.11 *SECNO 41180.000 END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.000 9.85 529.25 .00 .00 529.31 .06 2.05 .02 521.20 9900.0 6146.2 575.0 3178.8 4286.4 147.0 1475.5 771.9 179.5 521.20 .70 1.43 3.91 2.15 .065 .045 .060 .000 519.40 776.93 .000762 1300. 1460. 1600. 3 0 0 .00 2206.75 2983.68 *SECNO 41950.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .41 100' D.S. RADIO RD 41950.000 9.40 530.20 .00 .00 530.59 .40 1.18 .10 522.10 9900.0 4090.8 1511.7 4297.5 1214.1 183.5 1008.1 845.2 210.7 522.60 · ?4 3.37 9.25 4.26 .065 .045 .060 .000 520.80 944.35 .0045?0 ?70. 770. 770. 2 0 0 .00 1331.38 2275.72 i 28SEP90 15: 11: 01 PAGE 56 SECNO DEPTH CWSEL CRIWS WSELK EG EV w~. 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 XLOBE ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 42050.000 3885 20 TRIA~B ATTEMi~TED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 10.42 531.42 531.42 .00 532.24 .81 .46 .12 522.30 9900.0 3503.4 4826.7 1789.9 1397.0 451.7 739.3 851.0 214.1 523.00 .75 2.51 10.24 2.39 .065 .045 .080 .000 521.00 864.07 .004607 100. 100. 100. 20 8 0 .00 1810.40 2474.47 SPECIAL BRIDGE SB XK )~OR COFQ RDLEN BWC BWP BAREA SS ELCHU BLCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *SECNO 42090.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYARCE CHARGE OUTSIDE OF ACCEPTABLE RANGE, KRILTIO - 9.51 PRESSUI{E AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPES EGLWC H3 QWEIR QPR BARE% ,"7~%PEZOID ELLC ELTRD WEIRLN AREA 546.79 532.34 .00 3928. 6026. 474. 474. 527.10 529.70 79. U.S. FACE RADIO RD SECT ~26 ~090.000 16.11 537.1! .00 .00 537.12 .01 4.88 .00 522.30 9900.0 4721.4 1042.0 4136.6 8312.1 713.6 7495.5 859.7 216.3 523.00 .045 .060 .000 521.00 288.36 .76 .57 1.46 .55 .065 .000051 40. 40. 40. 0 0 2 .00 3127.16 3415.52 ~CNO 42170.000 I 285EP90 15:11:01 PAGE 57 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 16.42 537.12 .00 .00 537.12 .00 .00 .00 522.00 9900.0 4808.0 354.3 4737.7 9425.4 296.7 9048.6 892.1 222.0 522.50 · 81 .51 1.19 .52 .065 .045 .060 .000 520.70 288.48 .000034 80. 80. 80. 2 0 0 .00 3135.25 3423.73 · SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO - .42 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 12.31 537.21 .00 .00 537.23 .02 .11 .00 526.80 9900.0 3090.8 1030.7 5778.5 3185.1 479.8 6004.5 1395.4 314.6 531.90 1.20 .97 2.15 .96 .065 .045 .060 .000 524.90 957.06 .000192 1800. 2030. 1300. 2 0 0 .00 2155.36 3112.42 *SECNO 45820.000 3265 DIVIDED FLOW 3301 ~V CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPT~ ASSUMED PROFILE SECTION DD - SURVEY SECTION 29 45820.000 6.77 538.57 538.57 .00 539.37 ,80 .76 .23 533.00 9900.0 4535.2 2078.4 3286.4 898.2 168.3 680.1 1549.8 360.0 533.10 1.25 5.05 12.35 4.83 .065 .045 .060 .000 531.80 1407.61 .012447 1400. 1620. 1000. 20 11 0 .00 1151.67 2597.23 *SECNO 47450.000 3301 HV CHANGED MORE THAN B~INS 3302 WAI~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.73 PROFILE SECTION EE - SURVEY SECTION 30 I 28SEP90 15:11:01 PAgE 56 47450.000 12.00 544.10 .00 .00 544.25 .14 4.81 .07 535.80 9900.0 6072.2 1246.0 2581.8 2912.4 204.5 994.5 1637.4 399.6 535.40 1.39 2.08 6.09 2.60 .065 .045 .060 .000 532.10 1226.65 .001672 1250. 1830. 1350. 6 0 0 .00 1529.11 2755.77 *SECNO 47540.000 100' D.S. COUNTY LINE RD 47540.000 12.98 544.18 .00 .00 544.38 .20 .12 .02 542.30 9900.0 4567.2 3807.5 1525.3 2792.8 700.5 977.0 1643.5 402.2 542.20 1.40 1.64 5.44 1.56 .065 .045 .060 .000 531.20 138.51 .001747 10. 90. 200. 2 0 0 .00 2041.52 2180.03 "SECNO 47640.000 3280 CROSS SECTION 47640.00 EXTENDED .12 FEET 3302 WAi~NING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 13.72 544.42 .00 .00 544.51 .09 .11 .01 541.80 9900.0 5072.1 2977.6 1850.3 3844.4 761.2 1428.8 1655.6 407.0 541.70 1.41 1.32 3.91 1.30 .065 .045 .060 .000 530.70 50.00 .000810 100. 100. 100. 2 0 0 .00 2174.65 2224.65 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 541.53 , NOT 544.42 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) SB XK X~OR 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 6.04 FEET 3302 WARNINg: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE RANge, KRA~IO = 5.71 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape i 28SEP90 15:11:01 PA~E 59 SECNO DEPTH CWSEL CRIWS WSELK E~ HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME %rLOB VCH VROB XNL XNCE ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN 568.13 545.13 .00 4979. 4948. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT #31 47670.000 19.64 550.34 .00 .00 550.34 .00 5.83 .00 541.80 9900.0 5980.7 1167.9 2751.3 12497.9 1235.1 5579.9 1664.3 408.6 541.70 1.43 .48 .95 .49 .065 .045 .060 .000 530.70 50.00 .000025 30. 30. 30. 0 0 3 .00 2250.00 2300.00 *SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 5.74 FEET 50' U.S. COUNTY LINE RD 47720.000 19.34 550.34 .00 .00 550.34 .01 .00 .00 542.10 9900.0 5971.0 1195.0 2734.0 12053.9 1209.1 5364.4 1686.1 411.1 542.00 1.45 .50 .99 .51 .065 .045 .060 .000 531.00 50.00 .000028 50. 50. 50. 2 0 0 .00 2250.00 2300.00 *SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED 2.65 FEET 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 PROFILE SECTION GG - SUR%r~Y SECTION 32 48350.000 14.95 550.35 .00 .00 550.37 .02 .02 .00 543.40 9900.0 3649.6 3283.5 2967.0 5988.3 2163.7 3777.1 1866.2 435.3 539.10 1.60 .61 1.52 .79 .065 .045 .060 .000 535.40 1000.00 .000071 600. 630. 300. 0 0 0 .00 1900.00 2900.00 I 28SEP90 15:11:01 PAGE 60 THIS RUN EXECUTED 28SEP90 15:11:36 ************************************************** HEC2 BRnRASE DATED SEP 88 UPDATED JUN 1990 ERROR CORR - 01,02,03,04 MODIFICATION - ************************************************** NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERROR~ LIST GRAPEVINE CREEK SUMMARY PRINTOUT SECNO CWSEL Q ELMIN XLCH TOPWID SSTA ENDST 27620.000 492.50 6700.00 475.50 .00 232.51 1520.83 2007.37 27620.000 494.68 9400.00 475.50 .00 481.38 1437.15 2016.81 27620.000 495.60 10500.00 475.50 .00 590.55 1430.25 2020.80 27620.000 499.50 13400.00 475.50 .00 727.23 1350.00 2077.23 30130.000 500.67 6700.00 483.70 2510.00 155.08 2066.21 2221.28 30130.000 502.04 9400.00 483.70 2510.00 233.99 1992.49 2226.48 30130.000 502.18 10500.00 483.70 2510.00 242.29 1989.12 2231.41 * 30130.000 501.72 13400.00 483.70 2510.00 222.30 1999.60 2221.89 30189.000 500.74 6700.00 486.80 59.00 93.92 2155.92 2249.84 30189.000 502.02 9400.00 486.80 59.00 97.87 2153.99 2251.86 30189.000 502.14 10500.00 486.80 59.00 98.13 2153.92 2252.05 30169.000 501.75 13400.00 486.80 59.00 97.06 2154.38 2251.44 * 30190.000 500.65 6700.00 486.80 1.00 86.66 2156.05 2249.71 * 30190.000 501.89 9400.00 486.80 1.00 90.48 2154.17 2251.65 * 30190.000 501.97 10500.00 486.80 1.00 90.75 2154.04 2251.79 * 30190.000 501.37 13400.00 486.80 1.00 88.90 2154.95 2250.85 30200.000 500.82 6700.00 486.80 10.00 87.20 2155.79 2249.98 30200.000 502.18 9400.00 486.80 10.00 91.12 2154.00 2252.12 30200.000 502.40 10500.00 486.80 10.00 91.46 2154.00 2252.46 30200.000 503.20 13400.00 486.80 10.00 92.73 2154.00 2253.73 * 30201.000 501.10 6700.00 486.80 1.00 95.05 2155.36 2250.42 * 30201.000 502.64 9400.00 486.80 1.00 99.19 2153.66 2252.85 * 30201.000 502.98 10500.00 486.80 1.00 99.89 2153.48 2253.37 * 30201.000 504.18 13400.00 486.80 1.00 102.90 2152.34 2255.25 30250.000 501.55 6700.00 483.80 49.00 205.24 2016.50 2221.74 30250.000 503.47 9400.00 483.80 49.00 307.04 1962.83 2269.87 30250.000 504.02 10500.00 483.80 49.00 337.50 1950.46 2287.96 * 30250.000 505.77 13400.00 483.80 49.00 439.15 1911.71 2350.86 i 28SEP90 15:11:01 PAGE 61 SECNO CWSEL Q ELMIN 2(LCH TOPWID SSTA ENDST 31310.000 503.64 6700.00 487.80 1060.00 193.59 1714.93 1908.52 31310.000 505.56 9400.00 487.80 1060.00 382.20 1530.27 1912.47 31310.000 506.15 10500.00 487.80 1060.00 419.11 1494.60 1913.71 31310.000 507.67 13400.00 487.80 1060.00 542.50 1374.36 1916.85 31480.000 503.99 6700.00 488.00 170.00 105.46 1798.04 1909.49 31480.000 505.78 9400.00 488.00 170.00 111.73 1796.45 1914.18 * 31480.000 506.44 10500.00 488.00 170.00 118.84 1796.16 1915.00 * 31480.000 507.54 13400.00 488.00 170.00 119.32 1795.68 1915.00 31500.000 504.06 6700.00 488.00 20.00 105.70 1797.92 1909.62 31500.000 505.86 9400.00 488.00 20.00 112.34 1796.41 1914.75 31500.000 506.60 10500.00 488.00 20.00 118.91 1796.09 1915.00 31500.000 507.80 13400.00 488.00 20.00 119.43 1795.57 1915.00 31550.000 504.34 6700.00 488.20 50.00 200.95 1708.18 1909.14 31550.000 506.46 9400.00 488.20 50.00 411.72 1501.81 1913.53 31550.000 507.48 10500.00 488.20 50.00 513.78 1401.85 1915.62 31550.000 509.45 13400.00 488.20 50.00 606.32 1313.37 1919.69 34730.000 512.28 6700.00 499.00 3180.00 305.11 1571.02 1876.13 34730.000 513.47 9400.00 499.00 3180.00 405.78 1565.74 1971.52 34730.000 513.73 10500.00 499.00 3180.00 436.58 1564.62 2001.20 34730.000 514.48 13400.00 499.00 3180.00 475.68 1561.29 2036.96 37100.000 519.16 7300.00 506.30 2370.00 398.62 2004.27 2402.89 * 37100.000 520.26 10000.00 506.30 2370.00 539.63 1956.34 2804.65 * 37100.000 520.72 11200.00 506.30 2370.00 709.87 1935.44 2840.02 37100.000 521.63 14200.00 506.30 2370.00 1094.85 1700.00 2918.11 * 38200.000 520.95 7300.00 510.80 1100.00 583.02 2455.00 3038.02 38200.000 522.11 10000.00 510.80 1100.00 610.00 2455.00 3065.00 * 38200.000 522.55 11200.00 510.80 1100.00 610.00 2455.00 3065.00 * 38200.000 523.47 14200.00 510.80 1100.00 610.00 2455.00 3065.00 38380.000 520.93 7300.00 511.40 180.00 227.58 2649.52 2877.10 * 38380.000 521.98 10000.00 511.40 180.00 234.75 2645.62 2880.36 * 38380.000 522.38 11200.00 511.40 180.00 237.43 2644.15 2881.58 38380.000 523.17 14200.00 511.40 180.00 242.82 2641.22 2884.03 38420.000 520.95 7300.00 511.50 40.00 227.04 2649.81 2876.86 38420.000 522.01 10000.00 511.50 40.00 234.27 2645.88 2880.14 38420.000 522.41 11200.00 511.50 40.00 236.98 2644.40 2881.38 38420.000 523.22 14200.00 511.50 40.00 242.47 2641.41 2883.88 38500.000 521.10 7300.00 511.80 80.00 226.07 2650.35 2876.41 38500.000 522.17 10000.00 511.80 80.00 233.38 2646.36 2879.74 38500.000 522.58 11200.00 511.80 80.00 236.14 2644.86 2880.99 38500.000 523.41 14200.00 511.80 80.00 241.73 2641.81 2883.54 I 28SEP90 15:11:01 PAGE 62 SECNO CWSEL Q ~LMIN XLCH TOPWID SSTA ENDST 38580.000 521.26 7300.00 512.20 80.00 224.40 2651.25 2875.66 38580.000 522.33 10000.00 512.20 80.00 231.75 2647.25 2879.00 38580.000 522.74 11200.00 512.20 80.00 234.45 2645.78 2880.23 38580.000 523.58 14200.00 512.20 80.00 240.18 2642.65 2882.83 38620.000 521.29 7300.00 512.30 40.00 223.88 2651.53 2875.42 38620.000 522.38 10000.00 512.30 40.00 231.29 2647.50 2878.79 38620.000 522.79 11200.00 512.30 40.00 234.10 2645.97 2880.07 38620.000 523.65 14200.00 512.30 40.00 239.96 2642.77 2882.73 38670.000 521.45 7300.00 512.40 50.00 224.29 2651.31 2875.60 38670.000 522.56 10000.00 512.40 50.00 231.86 2647.19 2879.05 38670.000 522.99 11200.00 512.40 50.00 234.77 2645.60 2880.37 38670.000 523.89 14200.00 512.40 50.00 240.92 2642.25 2883.17 39720.000 524.50 7300.00 517.00 1050.00 587.27 1519.28 2106.55 39720.000 525.62 10000.00 517.00 1050.00 674.51 1501.38 2175.89 39720.000 526.06 11200.00 517.00 1050.00 969.29 1246.12 2215.41 39720.000 527.03 14200.00 517.00 1050.00 1534.11 1000.00 2534.11 * 41180.000 527.64 5100.00 519.40 1460.00 1109.93 982.37 2777.03 * 41180.000 528.40 7000.00 519.40 1460.00 1960.26 885.97 2846.23 * 41180.000 528.68 7900.00 519.40 1460.00 2042.24 850.12 2892.37 41180.000 529.25 9900.00 519.40 1460.00 2206.75 776.93 2983.68 ~ 41950.000 528.65 5100.00 520.80 770.00 359.35 1563.93 2023.28 " 41950.000 529.39 7000.00 520.80 770.00 621.44 1214.07 2072.50 * 41950.000 529.66 7900.00 520.80 770.00 1042.79 994.29 2090.79 * 41950.000 530.20 9900.00 520.80 770.00 1331.38 944.35 2275.72 * 42050.000 527.92 5100.00 521.00 100.00 79.00 1763.00 1842.00 * 42050.000 530.89 7000.00 521.00 100.00 1324.66 923.18 2247.84 · 42050.000 531.09 7900.00 521.00 100.00 1397.97 900.63 2298.60 * 42050.000 531.42 9900.00 521.00 100.00 1610.40 864.07 2474.47 * 42090.000 530.98 5100.00 521.00 40.00 1358.95 912.63 2271.59 * 42090.000 534.61 7000.00 521.00 40.00 2545.08 537.82 3082.90 * 42090.000 535.41 7900.00 521.00 40.00 2729.63 458.73 3188.36 * 42090.000 537.11 9900.00 521.00 40.00 3127.16 288.36 3415.52 42170.000 531.43 5100.00 520.70 80.00 1860.59 821.74 2682.33 42170.000 534.63 7000.00 520.70 80.00 2573.19 526.43 3099.61 42170.000 535.42 7900.00 520.70 80.00 2748.75 453.67 3202.42 42170.000 537.12 9900.00 520.70 80.00 3135.25 288.48 3423.73 " 44200.000 532.60 5100.00 524.90 2030.00 1200.81 1524.88 2725.69 * 44200.000 534.83 7000.00 524.90 2030.00 1898.83 1141.39 3040.23 * 44200.000 535.57 7900.00 524.90 2030.00 2016.08 1046.73 3062.81 * 44200.000 537.21 9900.00 524.90 2030.00 2155.36 957.06 3112.42 I 28SEP90 15:11:01 PAGE 63 SECNO ~SEL Q EL~IN XLCH TOPWID SSTA ENDST 45820.000 538.58 5100.00 531.80 1620.00 1158.59 1403.88 2598.59 * 45820.000 537.99 7000.00 531.80 1620.00 797.75 1591.98 2544.53 ~ 45820.000 536.29 7900.00 531.80 1620.00 1021.63 1476.73 2572.10 * 45820.000 538.57 9900.00 531.80 1620.00 1151.67 1407.61 2597.23 47450.000 542.42 5100.00 532.10 1630.00 1072.52 1519.03 2591.54 * 47450.000 543.45 7000.00 532.10 1630.00 1374.03 1319.98 2694.01 * 47450.000 543.63 7900.00 532.10 1630.00 1417.08 1295.12 2712.20 ~ 47450.000 544.10 9900.00 532.10 1630.00 1529.11 1226.65 2755.77 ~ 47540.000 542.18 5100.00 531.20 90.00 1242.66 553.48 1911.94 47540.000 543.49 7000.00 531.20 90.00 1909.32 226.26 2136.87 47540.000 543.69 7900.00 531.20 90.00 1949.59 200.27 2149.86 47540.000 544.18 9900.00 531.20 90.00 2041.52 138.51 2180.03 * 47640.000 543.35 5100.00 530.70 100.00 1977.88 181.41 2159.29 * 47640.000 543.79 7000.00 530.70 100.00 2064.24 122.70 2186.94 * 47640.000 543.98 7900.00 530.70 100.00 2102.51 96.08 2198.59 ~ 47840.000 544.42 9900.00 530.70 100.00 2174.65 50.00 2224.65 * 47670.000 546.04 5100.00 530.70 30.00 2250.00 50.00 2300.00 * 47670.000 547.82 7000.00 530.70 30.00 2250.00 50.00 2300.00 * 47670.000 548.59 7900.00 530.70 30.00 2250.00 50.00 2300.00 " 47670.000 550.34 9900.00 530.70 30.00 2250.00 50.00 2300.00 47720.000 546.05 5100.00 531.00 50.00 2250.00 50.00 2300.00 47720.000 547.82 7000.00 531.00 50.00 2250.00 50.00 2300.00 47720.000 548.59 7900.00 531.00 50.00 2250.00 50.00 2300.00 47720.000 550.34 9900.00 531.00 50.00 2250.00 50.00 2300.00 * 48350.000 546.08 5100.00 535.40 630.00 1459.92 1265.59 2725.51 * 48350.000 547.85 7000.00 535.40 630.00 1836.35 1063.65 2900.00 48350.000 548.61 7900.00 535.40 630.00 1865.67 1034.33 2900.00 * 48350.000 550.35 9900.00 535.40 630.00 1900.00 1000.00 2900.00 i 288EP90 15:11:01 PAGE 64 SU~4ARY OF ERRORS AND SPECI~tL NOTES WARNING SECNO= 30130.000 PROFILE~ 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILEm 2 CONVEYANCE C~ANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 30190.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~LNING SECNOm 30190.000 PROFILE= 4 CONVEYANCE CHA~GE Ob~SIDE ACCEPTJLBLE RANGE WARNING SECNOm 30201.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA]LNING SECNO= 30201.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE= 3 CONVEY/~NCE C~L~.NGE OUTSIDE ACCEPTABLE RANGE WA~LNING SECNO= 30201.000 PROFILE= 4 CON%'EYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA.~NiNG SECNO= 30250.000 PROFILE= 4 CONV~YANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 31480.000 PROFILE= 3 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31480.000 PROFILE~ 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE P~ANGE WARRING SECNO~ 31550.000 PROFILE= 3 CONVEYANCE C~/qGE OUTSIDE ACCEPTABLE RANGE WA~.NING SECNO= 31550.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARRING SECNO= 34730.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARRING SECNO= 34730.000 PROFILE= 2 CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WA/~NING SECNOm 34730.000 PROFILE= 3 CONVEYANCE CBANQE OUTSIDE ACCEPTABLE PJ%N~E WARRING SECNO~ 34730.000 PROFILE~ 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 37100.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARRING SECNO= 37100.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAP.NING SECNO= 37100.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAR.VINO SECNO= 37100.000 PROFILE~ 4 CONVEYANCE C~.NGE OUTSIDE ACCEPTABLE P~NGE WARNING SECNO= 38200.000 PROFILE~ I CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNOTM 38200.000 PROFILEz 3 CONVEYANCE CHANGE OUTSIDE ACCEPT. ABLE RANGE WARNING SECNO= 38200.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEI~TABLE RANGE WARNING SECNOD 38380.000 PROFILED 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= i CONVEYANCE C]~%NGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNOTM 41950.000 PROFILE~ 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE CAUTION SECNO~ 42050.000 PROFILE- 1 CRITIC2tL DEPTH A~SUMED CAUTION SECNO= 42050.000 PROFILE= i MINIMUM SPECIFIC EITERGY CAUTION SECNO= 42050.000 PROFILE= 2 CRITICAL DEPTH ASSUMED i 28SEP90 15:11:01 PAGE 65 CAUTION SECNO= 42050.000 PROFILED 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO~ 42050.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 42050.000 PROFILE= 3 CRITICAL DEPTH A~-~UMED CAUTION SECNO- 42050.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 42050.000 PROFILE= 3 20 TRIAL-~ ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 42050.000 PROFILE= 4 CRITICAL DEPT~ ABSUMED CAUTION SECNO~ 42050.000 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE- 4 20 TRIALS ATTF-M~T~.D TO BALANCE WSEL WARNING SECNO= 42090.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 2 CONVEYANCE CHAI~GE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 42090.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42090.000 PROFILED 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42170.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 45820.000 PROFILE= 2 CRITICAL DEPTH ABSUMED CAUTION SECNO= 45820.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNOD 45820.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 45820.000 PROFILE= 3 CRITICAL DEPTH ABSUMED CAUTION SECNOD 45820.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 45820.000 PROFILE- 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 45820.000 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 45820.000 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 45820.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO- 47450.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47450.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE .RANGE WARRING SECNO= 47450.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE A~CEPTABLE RANGE WARNING SECNO= 47540.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= I CONVI~YANCE 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= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47670.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 47670.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAb~ION SECNO= 47670.000 PROFILE= 4 HYDRAULIC JLIM~ D.S. WARRING SECNO= 47670.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 48350.000 PROFiLEs I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAP. NING SECNO= 48350.000 PROFILE= 2 CONVEYA~NCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAILNING SECNO= 48350.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I I I I I I I APPENDIX E I REVISED EXISTING CONDITIONS FLOODWAY HEC-2 MODEL ! ! ! ! ! ! ! ! ! ! ! * WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * VEP~ION OF SEPTEMBER 1988 * * TH~ HYDROLOGIC ENGINEERING CENTE ~ EP-~OR: 01,02,03,04 * * 609 SECOND STI~E]~T, SUITE D * UPDATED: JUNE 1990 * ~ DAVIS, CALIFORNIA 95616-4687 * RUN DATE 28SEP90 TIME 12:45:35 * ~ [915) 756-1104 X X XXXXXXX XXXXX X~XXX X X X X X X X X X X X X ~ XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXX~OGG{ X~G~XX XXXXXXX END OF BANNER i 28SEPg0 12: 45: 35 PAGE 1 THIS RUN EXECIYf~D 28SEP90 12=45:35 ************************************************** H~C2 RELEASE DATED SEP 88 UPDATED JUN 1990 EP~OR CORR - 01,02,03,04 ,MODIFICATION - ************************************************** T1 GRAPEVINE_ CREEK, COPPELL,DALLAS COt~NTY,TE/~S FIS 100 YEAR FI~EQUENCE T2 F2CI~ENDED FLOOD INSI/P~tNCE S~JDY (ET RUN) MAY 1987 MODIFIED 9/7/89 T3 GRAPEVINE CREEK [ GRENC) SGRENC1 REVISED FLOODWAY J1 ICHECK INQ NINV IDIR STRT M~TRIC HVINS Q WSEL FQ 4 495.60 J2 NPROF IPLOT PRFVS X~ECV XSECH FN ALLDC IBW CHNIM ITl{ACE I -1 J3 V~ARIABLE CODES FOR SUMMARY PRII~i~OUT 110 200 J5 LPRNT NL74SEC ********REQUESTED SECTION NI~4BERS******** -10. -10. QT 6 6700 9400 10500 13400 11300 10500 NC .065 .07 .045 .1 .3 ET 4.4 STARTINg WSEL IS FROM EXISTIN~ FIS MODEL SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH EXISTING X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 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 479.3 1988 487.4 1992 489.2 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 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 495.7 2100 492.4 2180 484.5 2200 G~R 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 1 28SEP90 12=45:35 PA~E 2 NC .3 .5 ET 90.2 Xl 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 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 491.5 2180 ~R 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 ~R 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 514.4 2600 514.5 2700 514.7 2800 515.1 2900 G'R 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 I i 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GA 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 GA 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 GR 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 2180 0R 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 488.8 2208 GR 487.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 GR 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 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 X1 30200 10 10 10 X2 1 ~ 9O.2 X1 30201 42 2138 2263 1 I 1 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 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 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 2248 GR 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 I 28SEP90 12:45:35 PA~E 3 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 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 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 ET 8.1 1734 1920 X1 31310 19 1863 1920 750 503 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 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 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 518.7 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 1818 493.3 1826 506.1 1826 506.1 1829 493.3 1829 GR 488.7 1845 488.0 1849 491.1 1884 506.1 1884 506.1 1887 GA 491.1 1887 494.6 1889 505.6 1913 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 X1 31500 20 20 20 X2 i ET 8.1 1666 1920 X1 31550 19 1863 1920 50 50 50 GA 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 ~-R 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 GA 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC .065 .06 .045 .1 .3 ET 8.1 1586 1797 X1 34730 22 1586 1628 2000 2300 3180 GA 518.9 1000 519.2 1100 519.5 1200 519.3 1300 519.3 1400 GA 518.3 1500 517.7 1547 508.9 1586 500.2 1596 499.0 1606 aR 500.5 1608 507.9 1628 508.1 1700 510.3 1800 512.9 1900 GA 513.7 2000 515.8 2100 518.6 2200 521.0 2300 522.7 2400 aR 523.8 2500 525.2 2600 QT 6 7300 10000 11200 14200 11700 3850 ET 8.1 2206 2306. I 28SEP90 12=45=35 PAGE 4 X1 37100 25 2227 2238 1250 1650 2370 G~ 521.6 1700 521.5 1730 521.4 1760 521.3 1800 521.9 1865 GR 522.2 1889 521.5 1900 519.3 2000 515.9 2100 510.4 2227 GA 506.9 2229 506.3 2236 508.7 2238 512.6 2300 517.9 2352 GR 519.1 2400 521.0 2500 522.0 2600 520.4 2700 520.2 2800 GR 521.5 2900 522.2 3000 523.4 3100 524.0 3200 523.9 3300 ~ 150.4 X1 38200 13 2750 2775 1150 1000 1100 -0.2 GR 546.0 500 529.0 975 525.0 1425 523.0 2400 515.0 2580 GA 515 2750 511 2760 515 2775 515 2950 522 3050 GA 526 3650 530 4850 532 5500 NC .015 .015 .045 300.2 D.S. FACE OF W. BOUND I.a. 635 ('n' Values, channel bank sta=lons and encroachments have been corrected %brough 635 by A.H.H.) X1 38380 15 2670 2860 180 180 180 .4 X3 2630. 529.2 2890. 529.2 GR 559.4 548.5 300 531.5 1400 525.8 2630 515.0 2670 GR 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 528.0 5400 534.3 5500 SE 1.05 1.2 -2.5 105 4 3920 7.5 511.0 511. ET 8.11 2630 2890. U.S. FACE OF W. BOUND I.H. 635 X1 38420. 40. 40. 40. 0.1 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 VALLI~Y SECTION BETWEEN I.H. 635 BRIDGES X1 38500. 80. 80. 80. 0.3 2630. 529.2 2890. 529.2 NC .015 .015 .045 D.S. FACE OF E. BOUND I.H. 635 X1 38580. 80. 80. 80. 0.4 X3 2630. 529.2 2890. 529.2 I 28SEP90 12:45:35 PAGE 5 SB 1.05 1.2 -2.5 105. 4. 3920. 7.5 512.2 512.2 U.S. FACE OF E. BOUND I.H. 635 X1 38620. 40. 40. 40. 0.1 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 0.060 .045 50' U.S.E. BOUND I.H. 635 X1 38670. 50. 50. 50. 0.1 X3 2630. 529.2 2890. 529.2 NC 0.065 0.060 0.045 ET. 405.2 PROFILE SECTION Z - SURVEY SECTION 25 X1 39720. 23. 1713. 1726. 25. 750. 1050. GR 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. 1713. 517.1 1715. GR 517. 1723. 518.8 1726. 521.4 1800. 522.4 1900. 522.5 2000. GR 524.4 2100. 526. 2200. 526.4 2300. 528.7 2400. 526.9 2500. GR 527.3 2600. 528. 2700. 528.6 2800. QT 6. 5100. 7000. 7900. 9900. 6200. 7900. ET 600.2 END OF A.E.H. CHANNEL IMPROVEMEITr 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 510.2 100' D.S. 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 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 524.5 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 2400 ~R 530.6 2500 530.8 2600 540.0 3700 550.0 4400 i 28SEP90 12:45=35 PAGE 6 ET 610.2 D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 X1 42050 35 1788 1834 100 100 100 X3 10 527.1 527 540.0 0 538.0 200 536.0 400 534.0 600 532.0 800 GR 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 GR 529.8 1500 529.6 1600 529.7 1700 529.7 1763 527.1 1763 GR 523.5 1771 522.3 1788 521.0 1793 521.5 1819 522.1 1826 GR 523.0 1834 527.0 1842 529.8 1842 529.5 1900 529.3 2000 GR 529.9 2100 530.7 2200 531.1 2300 531.2 2400 531.5 2500 GR 531.8 2600 532.1 2700 532.5 2800 540.0 3800 550.0 4500 ET 570.2 88 1.05 2.268 -2.5 79 0 473.95 0 521.1 521.1 U.S. FACE RADIO RD SECT #26 X1 42090 40 40 40 X2 i 527.1 529.7 X3 10 527.1 527 BT 2 1763 529.7 528.6 1842 529.8 528.6 ET 1010.2 PROFILE SECTION BB - SURVEY SECTION 27 X1 42170 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 529.4 1400 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 1791 GR 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2500 530.6 2500 530.8 2600 540.0 3800 ET 580.2 FROFILE SECTION CC - SURVEY SECT-ION 28 X1 44200 32 1740 1786 1800 1300 2030 GR 550.0 600 548.0 650 546.0 700 544.0 750 542.0 800 GR 535.9 1000 535.2 1100 534.3 1200 534.1 1300 533.8 1400 533.2 1500 530.8 1600 528.8 1644 527.7 1700 526.8 1740 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 GR 533.5 3000 550.0 3500 I 285EP90 12:45:35 PAGE 7 QT 6 5100 7000 7900 9900 7500 7900 ET 630.2 PROFILE SECTION DD - SURVEY SECTION 29 X1 45820 26 2160 2187 1400 1000 1620 GR 541.7 1000 540.7 1100 539.6 1200 538.8 1300 538.6 1400 GA 538.2 1500 538.8 1548 538.7 1562 537.8 1600 537.7 1700 ~R 538.2 1800 537.8 1900 538.2 2000 538.4 2000 533.4 2094 ~R 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 ~R 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 GR 540.0 2800 ET 500.2 PROFILE SECTION EE - SURVEY SECTION 30 Xl 47450 26 2349 2369 1250 1350 1630 ~R 545.7 1000 544.9 1100 544.3 1200 543.6 1300 542.8 1400 ~R 542.5 1500 542.1 1600 541.7 1700 541.1 1800 54~.0 1900 ~R 540.8 2000 541.2 2100 541.6 2166 541.6 2182 541.4 2200 Gq{ 540.3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 G~R 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 2700 GR 544.6 2800 ET 650.2 100' D.S. COUNTY LINE RD X1 47540 35 1511 1591 10 200 90 +.5 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GA 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 534.5 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 1800 541.5 1900 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 1110.2 D.S. FACE COUNTY LINE RD, PB~FILE SECTION FF - SURVEY SECTION 31 X1 47640 37 1511 1591 100 100 100 X3 10 540.4 540.4 GA 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 ~R 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 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 GR 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.6 1700 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 ~R 544.0 2200 545.7 2300 i 28SEP90 12:45:35 PAGE 8 ET 1020.2 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 Xl 47670 30 30 30 X2 I 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 LIRE RD X1 47720 35 1511 1591 50 50 50 .3 ~R 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 ~R 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 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 534.5 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 1800 541.5 1900 =R 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 240.2 PROFILE SECTION GG - SURVEY SECTION 32 Xl 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 544.5 1600 544.1 1700 544.2 1800 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 GR 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 2900 i 28SEP90 12:45:35 PAGE 9 T1 GRAPEVINE CBEEK, COPPELL, DALLAS COUNTY, ~T. XAS FIS 100 YF~%R DISCHARGE T2 EX'fENDED FLOOD INSURANCE STUDY (ET RUN) MAY 1987 T3 GRAPEVI.%r~ CREEK J1 ICNECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 7 495.72 J2 NPROF IPLOT PRFVS XSECV X~ECH FN ALLDC IBW CHNIM ITRACE 15 -1 1 28SEP90 12:45:35 PAGE 10 THIS RUN EXECUTED 28SEP90 12:45:51 ************************************************** wR. C2 RELEASE DATED SEP 88 UPDATED JUN 1990 ERROR CORR - 01,02,03,04 MODIFICATION - ************************************************** NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GBAPEVINE CREEK SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS E~ TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR 27620.000 495.60 .00 496.42 590.55 2714.63 7542.12 243.25 .00 .00 1926.00 1992.00 27620.000 495.72 .12 496.68 443.93 2469.97 8030.03 .00 .09 1548.08 1926.00 1992.00 1992 30130.000 502.18 .00 503.30 242.29 4499.36 8000.09 .55 .00 .00 2180.00 2222.00 30130.000 502.93 .75 504.05 127.51 4378.40 6121.60 .00 .07 2094.49 2180.00 2222.00 2222 30189.000 502.14 .00 503.88 98.13 .00 10500.00 .00 .00 .00 2138.00 2263.00 30189.000 502.94 .80 504.48 90.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245 * 30190.000 501.97 .00 504.07 90.75 .00 10500.00 .00 .00 .00 2138.00 2263.00 * 30190.000 502.80 .83 504.64 84.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245 30200.000 502.40 .00 504.32 91.46 .00 10500.00 .00 .00 .00 2138.00 2263.00 30200.000 503.09 .69 504.84 84.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245 * 30201.000 502.98 .00 504.46 99.89 .00 10500.00 .00 .00 .00 2138.00 2263.00 * 30201.000 503.56 .58 504.95 90.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245 30250.000 504.02 .00 504.68 337.50 5056.66 5371.24 72.11 .00 .00 2180.00 2222.00 30250.000 504.43 .41 505.15 155.00 4980.43 5519.57 .00 155.00 2067.00 2180.00 2222.00 2222 31310.000 506.15 .00 506.65 419.11 6288.79 4211.21 .00 .00 .00 1863.00 1920.00 31310.000 506.56 .41 507.15 180.55 6086.36 4413.64 .00 186.00 1734.00 1863.00 1920.00 1920 * 31480.000 506.44 .00 507.45 118.84 .00 10500.00 .00 .00 .00 1795.00 1915.00 * 31480.000 506.91 .47 507.92 119.05 .00 10500.00 .00 .00 .00 1795.00 1915.00 31500.000 506.60 .00 507.61 118.91 .00 10500.00 .00 .00 .00 1795.00 1915.00 31500.000 507.07 .47 508.08 119.12 .00 10500.00 .00 .00 .00 1795.00 1915.00 * 31550.000 507.48 .00 507.83 513.78 6575.89 3924.11 .00 .00 .00 1863.00 1920.00 * 31550.000 507.89 .41 508.29 250.46 6396.12 4103.89 .00 254.00 1666.00 1863.00 1920.00 1920 i 28SEP90 12:45:35 PAGE 11 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERi'NC STENCL STCHL STCHR STE * 34730.000 513.73 .00 514.81 436.58 154.38 4973.08 5372.55 .00 .00 1586.00 1628.00 * 34730.000 514.23 .50 515.36 211.00 .00 5062.37 5437.63 211.00 1586.00 1586.00 1628.00 1797 * 37100.000 520.72 .00 521.06 709.87 5015.77 1180.70 5003.53 .00 .00 2227.00 2238.00 37100.000 520.93 .21 521.16 100.00 566.77 786.17 2497.06 100.00 2206.00 2227.00 2238.00 2306 * 38200.000 522.57 .00 522.70 760.03 4976.21 1131.18 5092.61 .00 .00 2750.00 2775.00 * 38200.000 522.51 -.06 523.15 74.23 .00 1815.49 2034.51 .95 2750.00 2750.00 2775.00 2824 ~ 38380.000 522.39 .00 523.14 237.52 934.41 9492.86 772.73 260.00 2630.00 2670.00 2860.00 2890 ~ 38380.000 523.22 .83 523.30 243.17 360.35 3191.64 298.00 260.00 2630.00 2670.00 2860.00 2890 38420.000 522.43 .00 523.19 237.07 925.23 9509.64 765.13 260.00 2630.00 2670.00 2860.00 2890 38420.000 523.23 .80 523.30 242.50 355.80 3199.95 294.24 260.00 2630.00 2670.00 2860.00 2890 38500.000 522.59 .00 523.38 236.21 907.61 9541.83 750.56 260.00 2630.00 2670.00 2860.00 2890 38500.000 523.24 .65 523.32 240.56 342.47 3224.31 283.21 260.00 2630.00 2670.00 2860.00 2890 38580.000 522.75 .00 523.59 234.52 872.41 9606.14 721.45 260.00 2630.00 2670.00 2860.00 2890 38580.000 523.25 .50 523.34 237.93 324.15 3257.80 268.06 260.00 2630.00 2670.00 2860.00 2890 38620.000 522.80 .00 523.65 234.17 865.02 9619.63 715.35 260.00 2630.00 2670.00 2860.00 2890 38620.000 523.25 .45 523.34 237.25 319.30 3266.65 264.05 260.00 2630.00 2670.00 2860.00 2890 38670.000 523.00 .00 523.81 234.83 227.62 10768.47 203.92 260.00 2630.00 2670.00 2860.00 2890 38670.000 523.27 .27 52~.36 236.65 82.05 3694.45 73.50 260.00 2630.00 2670.00 2860.00 2890 39720.000 526.06 .00 526.34 969.86 4657.39 856.86 5685.76 .00 .00 1713.00 1726.00 * 39720.000 523.75 -2.32 523.94 390.57 2020.31 496.21 1333.48 405.00 1517.00 1713.00 1726.00 1922 * 41180.000 528.68 .00 528.74 2042.22 4633.29 532.44 2734.26 .00 .00 2536.00 2552.00 * 41180.000 527.58 -1.10 527.78 532.45 3839.19 740.75 3320.05 600.00 2244.00 2536.00 2552.00 2844 * 41950.000 529.66 .00 530.10 1042.86 3050.56 1384.27 3465.17 .00 .00 1791.00 1810.00 41950.000 529.87 .20 530.31 510.00 2952.27 1367.93 3579.80 510.00 1545.50 1791.00 1810.00 2055 * 42050.000 531.09 .00 531.89 1397.48 2498.09 4201.52 1200.39 .00 .00 1788.00 1834.00 * 42050.000 530.99 -.10 532.25 610.00 1877.33 4838.14 1184.53 610.00 1506.00 1788.00 1834.00 2116 * 42090.000 535.41 .00 535.42 2729.49 3735.60 1117.54 3046.86 .00 .00 1788.00 1834.00 * 42090.000 535.26 -.15 535.37 570.00 2727.21 2551.29 2621.50 570.00 1526.00 1788.00 1834.00 2096 42170.000 535.42 .00 535.42 2748.62 3824.40 355.10 3720.50 .00 .00 1791.00 1810.00 * 42170.000 535.38 -.04 535.40 1010.00 3490.76 544.25 3864.99 1010.00 1295.50 1791.00 1810.00 2305 * 44200.000 535.57 .00 535.61 2015.97 2522.41 1148.60 4228.99 .00 .00 1740.00 1786.00 * 44200.000 535.74 .16 535.91 580.00 3943.91 2035.79 1920.30 580.00 1473.00 1740.00 1786.00 2053 * 45820.000 538.29 .00 539.02 1021.89 3576.34 1819.95 2503.70 .00 .00 2160.00 2187.00 * 45820.000 538.79 .49 539.32 630.00 3489.72 1661.91 2748.37 630.00 1858.50 2160.00 2187.00 2488 1 28SE~90 12=45=35 PAGE 12 SECNO CWSEL DIFKWS E0 TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STE * 47450.000 543.63 .00 543.77 1417.04 4663.58 1151.04 2085.38 .00 .00 2349.00 2369.00 * 47450.000 544.20 .57 544.49 500.00 3383.07 1495.92 3021.01 500.00 2109.00 2349.00 2369.00 2609 47540.000 543.69 .00 543.93 1949.53 3237.33 3675.79 986.66 .00 .00 1511.00 1591.00 47540.000 544.30 .61 544.81 650.00 1401.28 4974.25 1524.47 650.00 1226.00 1511.00 1591.00 1876 -- * 47840.000 543.98 .00 544.07 2102.47 3829.37 2740.45 1330.17 .00 .00 1511.00 1591.00 * 47640.000 544.87 .89 544.98 1110.00 2568.19 3111.11 2220.70 1110.00 996.00 1511.00 1591.00 2106 * 47670.000 548.59 .00 548.59 2250.00 4707.12 1097.03 2095.86 .00 .00 1511.00 1591.00 * 47670.000 548.94 .36 548.96 1020.00 2985.66 1940.77 2973.57 1020.00 1041.00 1511.00 1591.00 2061 47720.000 548.59 .00 548.60 2250.00 4693.40 1131.75 2074.85 .00 .00 1511.00 1591.00 47720.000 548.94 .35 548.97 875.00 2785.64 2221.07 2893.29 875.00 1113.50 1511.00 1591.00 ~988 * 48350.000 548.61 .00 548.63 1865.67 2427.02 3164.27 2308.71 .00 .O0 2130.00 2300.00 * 48350.000 548.96 .35 549.14 240.00 250.27 6936.95 712.78 240.00 2095.00 2130.00 2300.00 2335 i 28S~P90 12:45=35 PAGE 13 SUMMARY OF ERRORS AND SPECIAL NOTES WARRING SECNO= 30190.000 PROFILE= i CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WA/~NING SECNO~ 30190.000 PROFILEm 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANQE WARNING SECNO= 30201.000 P~OFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31480.000 PROFILE= i COB-v'EYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31480.000 PROFILE= 2 CONVEYARCE CHAN~-E OUTSIDE ACCEPTABLE RANGE WARNING SSCNO- 31550.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31550.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34730.000 PROFILE= i COI~FEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34730.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37100.000 PROFILE= I CONVEYANCE C]~%NGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAItNING SECNO= 38200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE W]~qI~ING SECNO= 38380.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RARGE WARNING SECNO= 39720.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= i CONVEYANCE CHANGE Ob~SIDE ACCEPTABLE .RANGE CAUTION SECNO= 42050.000 PROFILE= I CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= I PROBABLE MINIMUM SPECIFIC ENERGY CAb~ION SECNO= 42050.000 PROFILE- i 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 42050.000 PROFILE= 2 CRITICAL DEPTH ASSU~(ED CAUTION SECNO= 42050.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CA~ION SECNO= 42050.000 PROFILE= 2 20 TRIALS ATTEMPTED ~ BALANCE WSEL WARNING SECNO= 42090. 000 PROFILE- I CONVEYAIqCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090. 000 PROFILE= 2 CONVEYANCE CI~ANGE OUTSIDE ACCEPTABLE RA.NGE WARNING SECNO= 42170.000 PROFILE= 2 CONVEYANCE CHANGE Ob"~SIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RARGE WARNING SECNO= 44200.000 PROFILE= 2 CONVEYANCE CHA.NGE OUTSIDE ACCEPTABLE RANGE CAb~ION SECNO= 45820.000 PROFILE= i CRITICAL DEPTH ASSUMED CAUTION SECNOm 45820.000 PROFILE- i PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 45820.000 PROFILE= I 20 TRIALS ATTEMi~TED TO BALARCE WSEL WARRING SECNO= 45820.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47450.000 PROFILEz i CONVEYANCE CHANGE O~SIDE ACCEPTABLE RANGE i 28SEP90 12:45:35 PAGE 14 WARNING SECNO~ 47450.000 PROFILE' 2 CON~YANCE CHANGE OUTSIDE ACCEPTABLE BANGE WARNING SECNO= 47640.000 PROFILE= i CONYEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 47640.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PJ%NGE WARNING SECNO= 47670.000 PROFILE~ I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RARGE WARNING SECNO= 47670.000 P~OFILE= 2 CON%r~YANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I 28SEP90 12:45:35 PAm-E 15 FLOODWAY DATA, GRAPEVIN~ CREEK ~ROFILE NO. 2 ....... FLOODWAY ....... WATER SURFACE ELEVATION STA.TION WIDTH SECTION MEAN WIT~ WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 27620.000 444. 1830. 5.7 495.7 495.6 .1 30130.000 128. 1370. 7.7 502.9 502.2 .7 30189.000 90. 1053. 10.0 502.9 502.1 .8 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. 5.9 506.8 506.2 .4 31480.000 119. 1301. 8.1 506.9 506.4 .5 31500.000 119. 1301. 8.1 507.1 506.6 .5 31550.000 250. 2204. 4.8 507.9 507.5 .4 34730.000 211. 1413. 7.4 514.2 513.7 .5 37100.000 100. 1049. 3.7 520.9 520.7 .2 38200.000 74. 623. 6.2 522.5 522.8 -.1 38380.000 243. 1908. 2.0 523.2 522.4 .8 38420.000 243. 1884. 2.0 523.2 522.4 .8 38500.000 241. 1815. 2.1 523.2 522.6 .6 38580.000 238. 1722. 2.2 523.3 522.8 .5 38620.000 237. 1698. 2.3 523.3 522.8 .5 38670.000 237. 1677. 2.3 523.3 523.0 .3 39720.000 391. 1208. 3.2 523.8 526.1 -2.3 41180.000 532. 2330. 3.4 527.6 528.7 -1.1 41950.000 510. 1662. 4.8 529.9 529.7 .2 42050.000 610. 1395. 5.7 531.0 531.1 -.1 42090.000 570. 3779. 2.1 535.3 535.4 -.1 42170.000 1010. 7455. 1.1 535.4 535.4 .0 44200.000 580. 2820. 2.8 535.8 535.6 .2 45820.000 630. 1611. 4.9 538.8 5]8.3 .5 47450.000 500. 2145. 3.7 544.2 543.6 .6 47540.000 650. 2032. 3.9 544.3 543.7 .6 47640.000 1110. 4128. 1.9 544.9 544.0 .9 47670.000 1020. 8016. 1.0 549.0 548.6 .4 47720.000 875. 6747. 1.2 549.0 548.6 .4 48350.000 240. 2448. 3.2 549.0 548.6 .4 I I I I I I I APPENDIX F I PROPOSED CONDITIONS FLOOD PLALN HF~C-2 MODEL I I I I I 1 I I I I I / * WATER SURFAC~ PROFILES * * U.S. A~.~IY COP~PS OF ENGINEERS * VERSION OF SEi~TEM~ER 1988 * * THE HYDROLOGIC ENGINEERING * ERROR: 01,02,03,04 * ~ 609 SECOND STREET, SUIT~ D * U~DATED: JUNE 1990 * * DAVIS, CALIFORNIA 95616-4687 * RUN DATE 26SEP90 TIME 14:47:43 * * (916) 756-1104 X X XXX~CXXX XX~O(X 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 X~OOOOCX X~OOCX XXXXX~X END OF BANNER 1 26SEPg0 14: 47; 43 PAGE i THIS RUN E~CUTED 26SEP90 14:47:43 ************************************************** H~C2 RELEASE DATED SEP 88 UPDATE, D JITN 1990 F--°,ROR CORR - 01,02,03,04 MODIFICATION - ************************************************** T1 Gi~EVII~E CREEK, COPPELL,DALLA~ COUNTY,~-ACTUAL EXIS. COND. + DROP T2 10 YEAR F.I.S. IMP. CHANNEL FROM SW TO 635 + FRSEPORT + DROP + SW & RR T3 GRAPEVINE CREEK SG~PROP.DAT SHORT VERSION J1 ICH]~CK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 0 492.50 J2 N~ROF IPLOT PP/~VS XSECV XSECE FN ALLDC IBW CHNIM ITRACE i -1 J3 VARIABLE CODES FOR SU~LARY PRINTOUT 38. 1. 43. 42. 39. 4. 53. 54. QT 5. 6700. 9400. 10500. 13400. 11300. 10500. NC .065 .07 .045 .1 .3 ET 4.4 ******NO'I"E:SB CAP, D %~EIR COEFF CHG'D TO -2.5 TO MATCH FIS STARTING WSEL FROM KIMLEY HORN FIS UPDATE MAY 1990 X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 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 479.3 1988 487.4 1992 489.2 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 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 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 I 26SEP90 14: 47: 43 PAGE 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 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 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 2248 GR 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.LOUIS-SOUTHWESTERN R.R. X1 30190 58 2138 2263 I i 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 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 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 GR 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 2180 GR 510.4 2181 491.5 2181 487.2 2194 510.4 2194 510.4 2195 487.2 2195 488.8 2207 510.4 2207 510.4 2208 486.8 2208 487.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 GR 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 GA 513.7 2400 514.0 2500 514.4 2600 514.5 2700 514.7 2800 GA 515.1 2900 515.4 3000 515.6 3100 ET 90.21 X1 30200 10 10 10 X2 1 ET 90.2 X1 30201 42 2138 2263 i i 1 =R 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 ~R 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 ~R 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 491.5 2180 ~R 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 2248 =R 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 ~R 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 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 GB 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 I 26SEPg0 14:47:43 PAGE 3 ET 8.1 1734 1920 X1 31310 19 1863 1920 750 500 1060 -0.4 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 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 ******* BEGIN SECTIONS FOR PROPOSED SOUTH%~STERN BLVD. ****** X1 31420 14 1777 1938 110 110 110 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 488.3 1840 488.3 1875 510.0 1938 511.4 2000 513.2 2100 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC .025 X1 31464 44 44 44 D.S. FACE OF WESTBOUND SOUTHWESTERN BLVD. X1 31470 23 1777 1938 6 6 8 BT 2 1777 513.0 510.0 1938 513.0 510.0 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 492.7 1829 510.0 1829 510.0 1832 491.7 1832 488.4 1840 GR 488.4 1875 491.7 1883 510.0 1883 510.0 1888 492.7 1886 GR 510.0 1938 511.0 1950 511.4 2000 513.2 2100 514.8 2200 GR 515.8 2300 516.4 2400 516.8 2500 U.S. FACE OF WESTBOUND SOUTHWESTERN BLVD. Xl 31503 23 1777 1938 33 33 33 BT 2 1777 513.0 510.0 1938 513.0 510.0 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 492.7 1829 510.0 1829 510.0 1832 491.7 1832 488.9 1840 GR 488.9 1875 491.7 1883 510.0 1883 510.0 1886 492.7 1886 GR 510.0 1938 511.0 1950 511.4 2000 513.2 2100 514.8 2200 GR 515.8 2300 516.4 2400 516.8 2500 SECTION BETWEEN BRIDGES X1 31509 14 1777 1938 8 6 6 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 489.0 1840 489.0 1875 510.0 1938 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 D.S. FACE OF EASTBOUND SOUTH~FES."'ERN BLVD. X1 31515 23 1777 1938 6 8 6 BT 2 1777 513.0 510.0 1938 513.0 510.0 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 492.7 1829 510.0 1829 510.0 1832 491.7 1832 489.0 1840 GR 489.0 1875 491.7 1883 510.0 1883 510.0 1886 492.7 1886 GR 510.0 1938 511.0 1950 511.4 2000 513.2 2100 514.8 2200 GR 515.8 2300 516.4 2400 516.8 2500 i 26SEP90 14:47:43 PAGE 4 U.S. FACE OF EASTBOUND SOUTHWESTERN BLVD. X1 31548 23 1777 1938 33 33 33 BT 2 1777 513.0 510.0 1938 513.0 510.0 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 492.7 1829 510.0 1829 510.0 1832 491.7 1832 489.5 1840 GR 489.5 1875 491.7 1883 510.0 1883 510.0 1886 492.7 1886 GR 510.0 1938 511.0 1950 511.4 2000 513.2 2100 514.8 2200 GR 515.8 2300 516.4 2400 516.8 2500 *******~ND SECTIONS FOR PROPOSED SOUTHWESTERN BLVD. Xl 31554 14 1777 1938 6 6 6 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 489.6 1840 489.6 1875 510.0 1938 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 HALFF A~SOC. SURV. SECN. AA X1 31750 10. 1000. 1268. 166. 226. 196. 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 1288. HALFF ASSOC. BURV. SECN. BB Xl 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. Gl{ 510.37 1272.5 511.17 1286.5 512.67 1293.5 ****** BBGIN SECTIONS FOR PROPOSED RAILROAD BRIDGE X1 33537. 49 1027.0 1313.0 900 650 797 GR 514 1027 509.59 1040.1 509.17 1041.3 503.80 1057.3 503.38 1058.6 G"A 499.9 1069 499.61 1074.6 499.55 1075.8 499.3 1081 498.39 1091.8 GR 498.3 1093 498.31 1093.1 499.3 1101 499.3 1109.1 499.3 1110.3 G"R 499.3 1126.3 499.3 1127.8 499.3 1128 497.8 1142 497.32 1143.6 GR 497.12 1144.8 494.45 1160.8 494.24 1162.1 493.1 1169 495.20 1178.1 GR 495.49 1179.3 496.1 1182 499.13 1195.3 499.41 1196.6 499.5 1197 GR 499.6 1207 498.41 1212.6 498.14 1213.8 497.7 1216 495 1226 GR 495.98 1229.8 496.30 1231.1 497.8 1237 498.9 1244 498.9 1247.1 GR 498.9 1248.3 498.9 1264.3 498.9 1265.6 498.9 1268 503.47 1281.6 =R 503.89 1282.8 509.26 1298.8 509.67 1300.1 514 1313 NC 0 0 .045 .3 .5 X1 33727. 48 1035 1304 190 190 190 X3 10 0 0 0 0 0 0 515.78 515.78 G"R 511 1036 506.20 1050.2 505.19 1053.2 500.90 1066 499.9 1069 GR 499.3 1081 499.23 1081.7 498.98 1084.7 498.3 1093 498.86 1097.5 GR 499.23 1100.5 499.3 1101 499.3 1113.2 499.3 1116.2 499.3 1128 G~ 499.17 1129 498.81 1132 497.6 1142 497.14 1144.7 496.84 1147.7 =R 494.51 1160.5 494.01 1163.5 493.1 1169 494.77 1176.2 495.46 1179.2 G'R 496.1 1182 498.36 1192 499.04 1195 499.5 1197 499.6 1207 i 26SEP90 14:47:43 PAGE 5 ~R 499.44 1207.7 498.80 1210.7 497.7 1216 495.67 1223.5 495 1226 GR 495.12 1226.5 497.8 1237 498.15 1239.2 498.62 1242.2 498.9 1244 GR 498.9 1255 498.9 1258 498.9 1268 499.82 1270.7 500.83 1273.7 GR 505.11 1286.5 506.12 1289.5 511 1304 D.S. FACE PROPOSED RAILROAD BRIDGE X1 33737. 0 0 0 10 10 10 BT 69 1036 515.90 511 1036 515.90 511 1050.2 515.90 511 BT 1050.2 515.90 506.20 1053.2 515.90 505.19 1053.2 515.90 511 1066 BT 515.90 511 1066 515.90 500.90 1089 515.90 499.9 1069 515.90 3T 511 1001.7 515.90 511 1081.7 515.90 499.23 1084.7 515.90 498.98 BT 1084.7 515.90 511 1097.5 515.90 511 1097.5 515.90 498.86 1100.5 BT 515.90 499.23 1100.5 515.90 511 1113.2 515.90 511 1113.2 515.90 BT 499.3 1116.2 515.90 499.3 1116.2 515.90 511 1129 515.90 511 BT 1129 515.90 499.17 1132 515.90 498.81 1132 515.90 511 1144.7 BT 515.90 511 1144.7 515.90 497.14 1147.7 515.90 496.64 1147.7 515.90 BT 511 1160.5 515.90 511 1160.5 515.90 494.51 1163.5 515.90 494.01 BT 1163.5 515.90 511 1176.2 515.90 511 1176.2 515.90 494.77 1179.2 BT 515.90 495.46 1179.2 515.90 511 1192 515.90 511 1192 515.90 BT 498.36 1195 515.90 499.04 1195 515.90 511 1207.7 515.90 511 BT 1207.7 515.90 499.44 1210.7 515.90 498.80 1210.7 515.90 511 1223.5 ~T 515.90 511 1223.5 515.90 495.87 1226 515.90 495 1226.5 515.90 BT 495.12 1226.5 515.90 511 1239.2 515.90 511 1239.2 515.90 498.15 BT 1242.2 515.90 498.62 1242.2 515.90 511 1255 515.90 511 1255 BT 515.90 498.9 1258 515.90 498.9 1258 515.90 511 1270.7 515.90 BT 511 1270.7 515.90 499.82 1273.7 515.90 500.83 1273.7 515.90 511 BT 1286.5 515.90 511 1286.5 515.90 505.11 1289.5 515.90 506.12 1289.5 BT 515.90 511 1304 515.90 511 1304 515.90 511 U.S. FACE PROPOSED RAILROAD BRIDGE Xl 33752. 0 0 0 15 15 15 X2 0 0 0 0 0 0 ! ****** E~ SECTIONS FOR PROPOSED RAILROAD BRIDGE ****** Xl 33762. 0 0 0 10 10 10 X3 10 0 0 0 0 0 0 515.90 515.90 NC .1 .3 HALFF ASSOC. SURV. SECN. CC X1 34045 19. 1000. 1351. 150. 300. 283. 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. 498.1 1182. 499.5 1197. GR 499.6 1207. 497.7 1218. 495. 1226. 497.8 1237. 498.9 1244. GR 498.9 1268. 512.93 1310. 513.73 1324. 516.53 1351. ~ALFF ASSOC. SURV. SECN. DD I 26SEP90 14:47:43 PAGE Xl 34330. 16. 1000. 1334. 285. 285. 285. 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. 517.83 1334. HALFF ASSOC. SURV. SECN. EE X1 34870. 10. 1000. 1332. 540. 540. 540. GR 519.25 1000. 501.96 1086. 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. HALFF ASSOC. SURV. SECN. FF MOVED 120' TO D.S. 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. HALFF ASSOC. SURV. S]~CN. FF U.S. FACE FREEPORT PKWY. XI 35570. 120. 120. 120. X2 1.0 QT 6. 7300. 10000. 11200. 14200. 11700. 3850. 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. 503.61 1174. GR 503.41 1189. 504.71 1204. 507.01 1258. 522.01 1316. HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NAT. CHANNEL)-- -- APPROX. NEAR OLD COE STA. 37550. X1 35970. 10. 1000. 1264.9 200. 200. 200. CI 1131. 500. .035 3. 3. 80. ~ 519.01 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 HALFF ASSOC. SURV. SECN. "A" [1/29/85) BAF X! 36140. 12. 1128. 1204. 200. 130. 170. CI 1166. 501. 80. GR 520.5 1000. 518.1 1078. 514.8 1096. 512.9 1113. 512.7 1128. GR 505.6 1142. 501. 1166. 504.7 1193. 513.8 1204. 514.3 1228. GR 516.3 1258. 516.6 1264. 1 26SEP90 14-'47:43 PAGE 7 HALFF ASSOC. SURV. SECN. "B" (1/29/85] BAF X1 36360. 9. 1125. 1162. 220. 220. 220. CI 1145. 501.4 80. 522.0 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. X1 38285. 9. 1056. 1107. 105. 105. 105. CI 1082. 502. 70. GR 522.4 900. 522.4 1000. 514.0 1056. 504.1 1065. 502.0 1082. GR 504.1 1098. 514.4 1107. 516.7 1207. 520. 1325. NC 0.05 0.050 0.015 X1 38290. 5. 5. 5. CI 1082. 502. 0.015 70. X1 38340. 11. 2670. 2860. 50. 50. 50. 0.4 CI -1. 502.2 2. 2. 70. GR 525.8 2630. 525.8 2630. 525.8 2630. 525.8 2630. 515. 2670. GA 514. 2740. 511. 2752. 511. 2772. 514. 2784. 515. 2860. GA 524.7 2890. Xl 38360. 20. 20. 20. CI -1. 511.3 0.015 2. 2. 110. ET 300.2 NC .015 .015 .045 X1 38380 15 2670 2860 20 20 20 .4 CI .01 X3 2630. 529.2 2890. 529.2 559.4 548.5 300 531.5 1400 525.8 2630 515.0 2670 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. ET 8.11 2630 2890 X1 38420. 40. 40. 40. 0.1 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 X1 38500. 80. 80. 80. 0.3 X3 2630. 529.2 2890. 529.2 NC .015 .015 .045 X1 38580. 80. 80. 80. 0.4 X3 2630. 529.2 2890. 529.2 I 268EP90 14:47:43 PA;E 8 SB 1.05 1.2 -2.5 105. 4. 3920. 7.5 512.2 512.2 X1 38620. 40. 40. 40. 0.1 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 0.060 .045 X1 38670. 50. 50. 50. 0.1 X3 2630. 529.2 2890. 529.2 ET 405.2 X1 39720. 23. 1713. 1726. 25. 750. 1050. GR 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. 1713. 517.1 1715. GR 517. 1723. 518.8 1726. 521.4 1800. 522.4 1900. 522.5 2000. GR 524.4 2100. 526. 2200. 526.4 2300. 526.7 2400. 526.9 2500. GR 527.3 2600. 528. 2700. 528.6 2800. QT 6. 5100. 7000. 7900. 9900. 6200. 7900. ET. 600.2 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. ~ 525. 2754. 526. 2759. 528. 2781. 529. 2944. 530. 3096. G'R 530. 3444. ET 510.2 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 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 524.5 1713 522.0 1791 GR 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 ~ 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2400 GR 530.6 2500 530.8 2600 540.0 3700 550.0 4400 ET. 610.2 X! 42050 35 1788 1834 100 100 100 X3 10 527.1 527 GR 540.0 0 538.0 200 536.0 400 534.0 600 532.0 800 GR 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 GR 529.8 1500 529.6 1600 529.7 1700 529.7 1763 527.1 1763 GR 523.5 1771 522.3 1788 521.0 1793 521.5 1819 522.1 1826 GR 523.0 1834 527.0 1842 529.8 1842 529.5 1900 529.3 2000 GR 529.9 2100 530.7 2200 531.1 2300 531.2 2400 531.5 2500 GR 531.8 2600 532.1 2700 532.5 2800 540.0 3800 550.0 4500 ET. 570.2 6B 1.05 2.268 -2.5 79 0 473.95 0 521.1 521.1 1 265EP90 14:47:43 PAOE 9 X1 42090 40 40 40 X2 I 527.1 529.7 X3 10 527.1 527 BT 2 1763 529.7 528.6 1842 529.8 528.6 ET 1010.2 Xl 42170 28 1791 1810 80 80 80 GA 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 524.5 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 GA 530.6 2500 530.8 2600 540.0 3800 ET 580.2 X1 44200 32 1740 1786 1800 1300 2030 GR 550.0 600 548.0 650 546.0 700 544.0 750 542.0 800 GR 535.9 1000 535.2 1100 534.3 1200 534.1 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 ~R 532.3 2000 532.6 2100 532.5 2200 532.0 2300 532.2 2400 ~ 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 ET 630.2 X1 45820 26 2160 2187 1400 1000 1620 GR 541.7 100~ 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 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 GR 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 GR 540.0 2800 ET 500.2 X1 47450 26 2349 2369 1250 1350 1630 GR 545.7 1000 544.9 1100 544.3 1200 543.6 1300 542.8 1400 GA 542.5 1500 542.1 1600 541.7 1700 541.1 1800 541.0 1900 GA 540.8 2000 541.2 2100 541.6 2166 541.6 2182 541.4 2200 GA 540.3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 ER 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 2700 ER 544.6 2800 ET 650.2 X1 47540 35 1511 1591 10 200 90 +.5 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GA 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 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.? 1529 534.0 1535 GA 534.5 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 1800 541.5 1900 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 1 26SEP90 14:47:43 PAG~ 10 ET 1110.2 X1 47640 37 1511 1591 100 100 100 X3 10 540.4 540.4 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 G~R 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 GA 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 G~ 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 GA 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.6 1700 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 GA 544.0 2200 545.7 2300 ET. 1020.2 SB 1.05 2.705 -2.5 66.5 4 416.7 1.125 534.4 534.4 X1 47670 30 30 30 X2 i 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 Xi 47720 35 1511 1591 50 50 50 .3 GA 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 54~.2 950 GA 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 534.5 1542 534.9 1544 535.3 1565 538.4 1584 538.4 1591 ~ 541.7 1591 541.4 1800 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 240.2 X1 48350 25 2130 2300 600 300 630 GR 549.5 1000 546.9 1100 546.8 1200 545.7 1300 544.9 1400 ~R 544.1 1500 544.5 1600 544.1 1700 544.2 1800 544.0 1900 GR 543.9 2000 544.2 2100 543.4 2130 537.9 2154 535.4 2200 GA 537.7 2257 539.1 2300 539.6 2400 539.6 2423 543.2 2451 GR 544 · 1 2500 544 . 5 2600 545 . 9 2700 546 . 6 2800 547 . 7 2900 i 26SEP90 14: 47: 43 PAGE 11 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~ OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIM][ VLOB VCH V~OB XNL XNCH XNR WTN ELMIN SSTA SLOPE X~OBL XLCH XLOBR ITHIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 0 CCHV- .100 CEHV~ .300 *SECNO 27620.000 3265 DIVIDED FLOW ******NOTE:SB CARD WEIR COEFF CHG'D TO -2.5 TO MATCB FIS STARTING WSEL FROM KIMLEY HORN PIS UI~DAT~ .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 *SECNO 30130.000 3301 HV CHANGED MORE THAN ~VINS 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 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 51.1 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 DIVIDED FLOW i 26SEP90 14:47=43 PAGE !2 SECNO DEPTH CWSEL CRIWS WSELK EG RV ~r. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB )2~L XNCH XNR WTN ELMIN SSTA SLOPB ~fLOBL XLCH XLOBR ITRIAL IDC ICONT CORA/{ TOPWID ENDST 3302 WARRING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ .51 3370 NORMAL BRIDGE, NI~D= 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 .00 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 NOBMAL BRIDGE, NRD= 2 MIN ELTI~D= 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 WARRING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO m 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 .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 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 1 26SEP90 14: 47: 43 PAGE 13 8ECNO DEPTH CWSEL CRIWS WSELK EG HV wr. 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 XLCE XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *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 .0 830.3 452.8 .0 78.2 12.4 509.20 .15 4.34 6.84 .00 .065 .045 .000 .000 487.80 1714.93 .002259 750. 1060. 500. 2 0 0 .00 193.59 1908.52 *$ECNO 31420.000 ******~ BEGIN SECTIONS FOR PROPOSED SOUThWeSTErN BLVD. 31420.000 15.58 503.88 .00 .00 504.33 .45 .18 .00 510.00 6700.0 .0 6700.0 .0 .0 1250.7 .0 81.4 12.8 510.00 .16 .00 5.36 .00 .000 .045 .000 .000 488.30 1794.75 .001295 110. 110. 110. 0 0 0 .00 125.50 1920.25 *8ECNO 31464.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.81 31464.000 15.61 503.91 .00 .00 504.36 .44 .03 .00 510.00 6700.0 .0 6700.0 .0 .0 1254.1 .0 82.7 12.9 510.00 · 16 .00 5.34 .00 .000 .025 .000 .000 488.30 1794.67 · 000397 44. 44. 44. 2 0 0 .00 125.65 1920.33 'SECNO 31470.000 3265 DIVIDED FLOW 3370 NOBMAL BRIDGE, NRD= 2 MIN ELTRD= 513.00 MAX ELLC= 510.00 D.S. FACE OF WESTBOUND SOUTHWEST~/.RN BLVD. 31470.000 15.45 503.85 .00 .00 504.39 .54 .00 .03 510.00 6700.0 .0 6700.0 .0 .0 1134.9 .0 82.6 12.9 510.00 .16 .00 5.90 .00 .000 .025 .000 .000 488.40 1795.48 .000782 6. 6. 6. 2 0 0 .00 118.01 1919.51 *SECNO 31503.000 3265 DIVIDED FLOW i 26-qEP9O 14:47:43 PAGE 14 SECNO DEPTH OWSEL CRIWS WSELK EG HV m~. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOE VCH VROB ~ XNCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH /fLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD~ 2 MIN ELTRD= 513.00 MAX ELLC~ 510.00 U.S. FACE OF WESTBOUND SOUTHWESTERN BLVD. 3~503.000 14.96 503.86 .00 .00 504.42 .56 .03 .01 510.00 6700.0 .0 6700.0 .0 .0 1115.7 .0 83.7 13.0 510,00 · 16 .00 6.01 .00 .000 .025 .000 .000 488.90 1795.44 .000826 33. 33. 33. 0 0 0 .00 118.13 1919.56 *SECNO 31509.000 SECTION BETWEEN BRIDGES 31509.000 14.94 503.94 .00 .00 504.43 .49 .00 .01 510.00 6700.0 .0 6700.0 .0 .0 1192.6 .0 83.9 13.0 510.00 .16 .00 5.62 .00 .000 .025 .000 .000 489.00 1795.18 .000463 6. 6. 6. 2 0 0 .00 124.65 1919.82 *SECNO 31515.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD~ 2 MIN ELTRD= 513.00 MAX ELLC- 510.00 D.S. FACE OF EASTBOUND SOUTHWESTEEN BLVD. 31515.000 14.89 503.89 .00 .00 504.46 .56 .00 .02 510.00 6700.0 .0 6700.0 .0 .0 1114.7 .0 84.0 13.0 510.00 .16 .00 6.01 .00 .000 .025 .000 .000 489.00 1795.35 .000830 6. 6. 6. 2 0 0 .00 118.30 1919.65 'SECNO 31548.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, N~D~ 2 MIN ELTI~D~ 513.00 MAX ELLC= 510.00 U.S. FACE OF F-A~TBOUND SOUTHWESTERN BLVD. 31548.000 14.41 503.91 .00 .00 504.49 .58 .03 .01 510.00 6700.0 .0 6700.0 .0 .0 1095.8 .0 84.9 13.1 510.00 · 16 .00 6.11 .00 .000 .025 .000 .000 489.50 1795.29 · 000879 33. 33. 33. 0 0 0 .00 118.43 1919.71 I 26SEP90 14: 47: 43 PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK E~ HV HL OLOSS L-BANK EI~--V Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL ~LCH XLOBR ITRIAL IDC ICONT CORAR TO~WID E~ST *SECNO 31554.000 ****~**END SECTIONS FOR PROPOSED SOUTHWESTERN BLVD. 31554.000 14.36 503.96 .00 .00 504.50 .54 .00 .00 510.00 6700.0 .0 6700.0 .0 .0 1139.6 .0 85.0 13.1 510.00 .16 .00 5.88 .00 .000 .025 .000 .000 489.60 1795.65 .000531 6. 6. 6. 2 0 0 .00 123.70 1919.35 CCHV= .100 CEHV= .300 *SECNO 31750.000 HALFF ASSOC. SURV. SECN. AA 31750.000 15.84 504.48 .00 .00 504.63 .15 .09 .04 509.60 6700.0 .0 6700.0 .0 .0 2185.3 .0 92.5 13.9 513.06 · 18 .00 3.07 .00 .000 .045 .000 .000 488.64 1021.55 .000411 166. 196. 226. 2 0 0 .00 218.60 1240.15 ~SECNO 32740.000 HALFF ASSOC. SURV. SECN. BB 32740.000 11.88 504.95 .00 .00 505.14 .19 .50 .01 511.47 6700.0 .0 6700.0 .0 .0 1928.4 .0 139.2 18.9 512.67 .00 3.47 .00 .000 .045 .000 .000 493.07 1027.48 .000633 990. 990. 990. 0 0 0 .00 222.46 1249.94 *SECNO 33537.000 ****** BEGIN SECTIONS FOR PROPOSED ~AILROAD BRIDGE **~**** 3353?.000 12.47 505.57 .00 .00 505.83 .26 .67 .02 514.00 6700.0 .0 6700.0 .0 .0 1652.1 .0 172.0 23.1 514.00 .31 .00 4.06 .00 .000 .045 .000 .000 493.10 1052.02 .001152 900. 797. 650. 2 0 0 .00 235.?9 1287.81 CCHV- .300 CEHVm .500 ~SECNO 33727.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 515.78 ELREAm 515.78 33727.000 12.70 505.80 .00 .00 506.04 .24 .21 .00 511.00 6700.0 .0 6700.0 .0 .0 1706.3 .0 179.3 24.2 511.00 · 33 .00 3.93 .00 .000 .045 .000 .000 493.10 1051.39 .001043 180. 190. 190. 2 0 0 .00 237.16 1288.55 I 26SEP90 14:47:43 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BAKK ELEV TIME VLOB VCH VROB XNL XNCH XNR W'i"N ELMIN SSTA SLOPE ~C~OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *$ECNO 33737.000 3302 WARNING: CON~F~YANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 3370 NOI~dA.L BRIDGE, NRD- 69 MIN ELT~D~ 515.90 MAX ELLC~ 511.00 D.S. FACE PROPOSED RAILROAD BRIDGE 33737.000 12.65 505.75 .00 .00 508.12 .37 .02 .06 511.00 6700.0 .0 6700.0 .0 .0 1374.1 .0 179.7 24.2 511.00 .33 .00 4.88 .00 .000 .045 .000 .000 493.10 1051.52 .004334 10. 10. 10. 2 0 0 -321.28 236.89 1288.41 'SECNO 33752.000 3370 NORMAL BRIDGE, NRD~ 69 MIN ELTRD= 515.90 ~ ELLC= 511.00 U.S. FACE PROPOSED RAILROAD BRIDGE 33752.000 12.73 505.83 .00 .00 506.19 .36 .06 .00 511.00 6700.0 .0 6700.0 .0 .0 1388.2 .0 180.1 24.3 511.00 .33 .00 4.83 .00 .000 .045 .000 .000 493.10 1051.31 .004219 15. 15. 15. 2 0 0 -324.67 237.33 1288.63 *8ECNO 33762.000 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 2.11 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA~ 515.90 ELREA~ 515.90 ***~** END SECTIONS FOR PROPOSED RAILROAD BRIDGE ****** 33762.000 12.92 506.02 .00 .00 506.25 .23 .02 .04 511.00 6700.0 .0 6700.0 .0 .0 1759.3 .0 180.5 24.3 511.00 .33 .00 3.81 .00 .000 .045 .000 .000 493.10 1050.73 .000949 10. 10. 10. 2 0 0 .00 238.49 1289.21 CCh'V= .100 CEHV= .300 *SECNO 34045.000 HALFF A~SOC. SURV. SECN. CC - I 268EP90 14=47:43 PACE 17 34045.000 13.20 506.30 .00 .00 506.50 .20 .25 .00 518.50 6700.0 .0 6700.0 .0 .0 1845.2 .0 192.2 25.9 516.53 · 35 .00 3.63 .00 .000 .045 .000 .000 493.10 1045.27 · 000838 150. 283. 300. 2 0 0 .00 244.88 1290.15 *8ECNO 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .58 HALFF A~SOC. SURV. SECN. DD 34330.000 8.47 506.54 .00 .00 506.94 .40 .38 .06 518.23 6700.0 .0 6700.0 .0 .0 1313.3 .0 202.5 27.5 517.83 · 37 .00 5.10 .00 .000 .045 .000 .000 498.07 1048.19 .002452 285. 285. 285. I 0 0 .00 236.65 1284.84 *SECNO 34870.000 HALFF ASSOC. SURV. SECN. EE 34870.000 6.69 507.95 .00 .00 508.40 .45 1.44 .01 519.25 6700.0 o0 6700.0 .0 .0 1248.3 .0 218.4 30.4 520.25 · 39 .00 5.37 .00 .000 .045 .000 .000 501.26 1043.14 .002925 540. 540. 540. 2 0 0 .00 237.80 1280.94 *SECNO 35450.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 520.30 MAX ELLC= 514.10 HALFF ASSOC. SURV. SECN. FF MOVED 120' TO D.S. FACE FREEPORT PKWY. 35450.000 8.57 509.47 .00 .00 509.86 .39 1.46 .01 514.20 6700.0 .0 6700.0 .0 .0 1333.8 .0 235.6 33.5 520.30 .43 .00 5.02 .00 .000 .045 .000 .000 500.90 1037.08 .002191 580. 580. 580. 2 0 0 .00 226.00 1263.08 *SECNO 35570.000 3370 NOBMAL BR.ID~E, NRD= 2 MIN ELTRD~ 520.30 MAX ELLC~ 514.10 HALFF A~SOC. SLTRV. SECN. FF U.S. FACE FREEPORT P~WY. I 26SEP90 14:47:43 PAGE 18 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~T. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK EL~'V TIME VLOB VCH VROB ~ ~NCH ~ WTN ELMIN S~TA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 35570.000 8.86 509.76 .00 .00 510.11 .36 .24 .00 514.20 6700.0 .0 6700.0 .0 .0 1397.9 .0 239.4 34.1 520.30 · 43 .00 4.79 .00 .000 .045 .000 .000 500.90 1036.21 · 001893 120. 120. 120. 2 0 0 .00 227.72 1263.93 *SECNO 35770.000 3302 WA.P. NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KIRATIO = .61 35770.000 10.29 510.10 .00 .00 510.88 .78 .64 .13 520.91 7300.0 .0 7300.0 .0 .0 1029.0 .0 244.9 35.2 522.81 .44 .00 7.09 .00 .000 .045 .000 .000 499.81 1043.09 .006135 200. 200. 200. 2 0 0 .00 223.77 1266.85 *SECNO 35970.000 CEI/(P CLSTA= 1131.00 CELCH~ 500.00 BW= 80.00 STC~r.= 1000.00 STCHR= 1264.90 EXCAVATION DATA A-~X- 699.5SQ-FT VEXR- .0K*CU-YD VEXT= .0K*CU-YD 3302 WA~NING: CONVEYANCE CHA~GE OUTSIDE OF ACCEPTA]3LE RANGE, ](RATIO = 2.25 HALFF ASSOC. SURV. SECN. ~G (TRANSITION BA~K TO NAT. CHANITEL)-- -- APPROX. NEAR OLD COE STA. 37550. 35970.000 11.40 510.81 .00 .00 511.37 .56 .46 .02 519.01 7300.0 .0 7300.0 .0 .0 1216.1 .0 250.1 36.0 521.21 .45 .00 6.00 .00 .000 .035 .000 .000 499.41 1058.57 .001212 200. 200. 200. 2 0 0 .00 144.85 1203.43 *SECNO 36140.000 CHIMP CLSTA- 1166.00 CELCH= 501.00 BW= 80.00 STCHL= 1074.36 STCHR- 1250.38 EXCAVATION DATA AEX- 900.SSQ-FT VEXR= 5.0K*CU-YD VEX~= 5.0K*CU-YD HALFF ASSOC. SURV. SECN. "A" (1/29/85) BAF 36140.000 9.95 510.95 .00 .00 511.65 .69 .24 .04 518.21 7300.0 .0 7300.0 .0 .0 1093.9 .0 254.6 36.6 515.79 .46 .00 6.67 .00 .000 .035 .000 .000 501.00 1096.13 .001638 200. 170. 130. 2 0 0 .00 139.74 1235.87 1 26SEP90 14: 47: 43 PA~E 19 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BA}[K ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BAI~K ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 36360.000 CHIMP CL~TA= 1145.00 CELCHz 501.40 BW= 80.00 STCHL= 1050.73 STCHR= 1230.93 EXCAVATION DATA AEX= 1351.0SQ-FT VEXR= 9.2K~CU-YD V-~XT= 14.2K*CU-YD HALFF ASSOC. SUIRV. SECN. "B" (1/29/85) BAF 36360.000 9.91 511.31 .00 .00 512.01 .70 .36 .00 519.49 7300.0 .0 7300.0 .0 .0 1087.8 .0 260.1 37.3 516.71 .47 .00 6.71 .00 .000 .035 .000 .000 501.40 1075.26 .001665 220. 220. 220. 2 0 0 .00 139.47 1214.74 *SECNO 38285.000 CHIM~ CLSTA= 1082.00 CELCH= 502.00 BW= 70.00 STCHL= 985.80 STCHI~= 1157.70 EXCAVATION DATA AEX= 1118.2SQ-FT VEXR- 4.8K*CU-YD VEXT- 19.0K*CU-YD 38285.000 9.32 511.32 .00 .00 512.32 .99 .22 .09 522.40 7300.0 .0 7300.0 .0 .0 913.5 .0 262.5 37.6 515.57 .47 .00 7.99 .00 .000 .035 .000 .000 502.00 1019.03 .002604 105. 105. 105. 2 0 0 .00 125.95 1144.97 *SECNO 38290.000 CHIMP CLSTA= 1082.00 CELCH= 502.00 BW= 70.00 STCHL= 985.80 STCHRz 1157.70 EXCAVA~TION DATA AEX= 1118.2SQ-FT VEXR= .2K*CU-YD VEXT= 19.2K*CU-YD 3302 WAP~ING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.34 38290.000 9.33 511.33 .00 .00 512.32 .99 .00 .00 522.40 7300.0 .0 7300.0 .0 .0 914.8 .0 262.6 37.6 515.57 .47 .00 7.98 .00 .000 .015 .000 .000 502.00 1019.00 .000476 5. 5. 5. 0 0 0 .00 126.01 1145.00 *SECNO 38340.000 CHIM~ CLSTA~ 2765.00 CELCH= 502.20 BWz 70.00 STCHL= 2670.00 STCHR- 2860.00 I 26SEP90 14:47=43 PAGE 20 SECNO D]LDTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLGB QCE QROB ALOE ACE AROB VOL WA R-BANK ET.-.~V TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EXCAVATION DATA AEX= 1075.4SQ-PT VKXR= 2.0K~CU-YD VEXT= 21.3K*CU-YD 38340.000 8.90 511.10 .00 .00 512.46 1.35 .03 .11 515.40 7300.0 .0 7300.0 .0 .0 782.1 .0 263.6 37.8 515.40 .47 .00 9.33 .00 .000 .015 .000 .000 502.20 2712.19 · 000648 50. 50. 50. 2 0 0 .00 105.63 2817.81 *SECNO 38360.000 CHLMP CLSTA~ 2765.00 CELCH= 511.30 BW= 110.00 8TC~7-= 2670.00 STCHE= 2860.00 EXCAVATION DATA A.EX= 285.98Q-FT VEXR= .SK*CU-YD VFJ(Tz 21.SK*CU-YD 3685 20 TRIA~S ATTEMF~D WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITIC2tL DEPTH A~SUMED 38360.000 5.05 516.35 516.35 .00 518.14 1.79 .02 .13 515.40 7300.0 1.4 7297.5 1.1 1.7 679.5 1.4 263.9 37.8 515.40 .47 .82 10.74 .82 .050 .015 .050 .000 511.30 2666.48 .002175 20. 20. 20. 20 11 0 .00 196.46 2862.94 *SECNO 38380.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL .- 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPEs i TARGET~ 260.000 ~,,ENCL- 529.20 ELENCR~ 529.20 38380.000 6.41 517.81 517.81 .00 519.57 1.77 .10 .00 515.40 7300.0 160.7 7006.4 132.9 10.7 670.1 8.9 264.3 37.9 515.40 .47 15.00 10.48 14.85 .015 .045 .015 .000 511.40 2661.09 .018773 20. 20. 20. 20 11 0 .00 206.35 2867.44 SPECIAL BRIDGE SB XK XKOR COFQ ROLEN BWC BWP BAREA SS ELCHU ELC~I) 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 *SECNO 38420.000 i 268EP90 14:47:43 PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK EL~'"~ Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKILLEV TIME VLOB VCH VROB XNL ~CE ~ WTN ELMIN S~TA SLOPE ~LOBL XLCH XLOBR ITRIAL IDC ICO~'T CORAR TOPWID ENDST CLASS A LOW FLOW 3420 BRIDGE W.S.- 517.75 BRIDGE VELOCITY= 7.14 CALCULATED CHANNEL AREA= 1023. EGPRS EGLWC H3 QWEIR QLOW BAI~EA TRAPEZOID ELLC F, LTRD WEIRLN .00 519.68 .29 0. 7300. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= I TAR=ET= 260.000 ELENCL= 529.20 ELENCR= 529.20 38420.000 6.60 518.10 .00 .00 519.68 1.59 .11 .00 515.50 7300.0 179.5 6972.0 148.4 12.5 706.3 10.4 264.9 38.1 515.50 .47 14.38 9.87 14.24 .015 .045 .01§ .000 511.50 2660.39 .015601 40. 40. 40. 0 0 0 .00 207.64 2868.03 *SECNO 38500.000 3301 HI; CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.63 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 T~tRGET= 260.000 ELENCL= 529.20 V--LENCR= 529.20 38500.000 7.77 519.57 .00 .00 520.47 .91 .72 .07 515.80 7300.0 297.5 6756.5 246.0 26.3 928.9 22.0 266.5 38.5 515.80 .48 11.32 7.27 11.21 .015 .045 .015 .000 511.80 2656.05 .005878 80. 80. 80. 2 0 0 .00 215.61 2871.65 ~SECNO 38580.000 3470 ENCROACHMI~NT STATIONS= 2630.0 2890.0 TYPE= i TARGET= 260.000 I~ENCL= 529.20 ELENCR= 529.20 38580.000 7.86 520.06 .00 .00 520.93 .87 .45 .00 516.20 7300.0 307.5 6738.2 254.3 27.7 947.7 23.1 268.3 38.9 516.20 .48 11.11 7.11 11.00 .015 .045 .015 .000 512.20 2655.68 .005469 80. 80. 80. 2 0 0 .00 216.28 2871.96 1 26SEP90 14: 47: 43 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK EG HI; HA OLOSS L-BA~NK ELEV Q QLOB QCH QRDB ALOB ACH AROB VOL TWA R-BANK ELEV TIME %rLOB VCH VI{OB XNL ]CNCH ]~WR WTN ELMIN SSTA SLOPS XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB ~ XKOR COFQ RDLEN BWC BWP RAREA 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 ~--~ASS A LOW FLOW 3420 ~RIDGE W.S.= 520.03 BRIDGE VELOCITY~ 5.84 CALCULATED CHANN--.T. A~EA= 1250. EGPR~ EGLWC H3 QWEIR QLOW BA~EA TRAPEZOID ELLC ELTRD W~IALN A~a~A · 00 521.01 .07 0. 7300. 3920. 3708. 528.70 532.80 0. 3470 ENCROAC~ENT S~ATIONS- 2630.0 2890.0 TYPE= i .TARGET=- 260.000 ~T.~NCL- 529.20 ELENCR- 529.20 38620.000 7.83 520.13 .00 .00 521.01 .88 .08 .00 516.30 7300.0 303.9 6744.9 251.3 27.2 940.8 22.7 269.2 39.1 516.30 .48 11.18 7.17 11.07 .015 .045 .015 .000 512.30 2655.81 .005614 40. 40. 40. 0 0 0 .00 216.03 2871.85 *SECNO 38670.000 3470 ENCROACHMENT STATIONS~ 2630.0 2890.0 TYPE~ i TARGET= 260.000 ~_~ENCL= 529.20 ELENCR~ 529.20 38670.000 8.11 520.51 .00 .00 521.30 .79 .27 .01 516.40 7300.0 61.7 7145.1 73.2 31.2 993.4 26.1 270.4 39.3 516.40 .48 2.62 7.19 2.81 .065 .045 .060 .000 512.40 2654.79 .005255 50. 50. 50. 2 0 0 .00 217.92 2872.70 *SECNO 39720.000 39720.000 7.63 524.63 .00 .00 524.93 .30 3.58 .05 519.00 7300.0 3348.9 728.4 3222.7 806.5 94.0 945.9 292.1 45.3 518.80 .53 4.15 7.75 3.41 .065 .045 .060 .000 517.00 1517.26 .004456 25. 1050. 750. 3 0 0 .00 597.12 2114.38 'SECNO 41180.000 I 26SEP90 14:47:43 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BARK EL~V Q QLOB QCE QBDB /%LOB ACH AROB VOL TWA R-BANKELEV TIM~ VLOB VCH VROB XNL XNCH XITR WTN ~IN SSTA SLOPE XLOBL X~CH ~(~OBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3302 WAP/~ING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, F~ATIO - 1.60 41180.000 8.23 527.63 .00 .00 527.69 .06 2.74 .02 521.20 5100.0 2683.7 438.6 1977.7 1784.7 120.9 973.7 369.6 72.8 521.20 .74 1.50 3.63 2.03 .065 .045 .060 .000 519.40 983.45 · 000850 1300. 1460. 1600. 4 0 0 .00 1098.40 2776.94 *SECNO 41950.000 3302 WARNINg: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .44 41950.000 7.85 528.65 .00 .00 529.05 .40 1.26 .10 522.10 5100.0 1975.6 1055.2 2069.2 455.3 133.9 554.4 405.2 85.6 522.60 .79 4.34 7.88 3.73 .065 .045 .060 .000 520.80 1664.08 · 004331 770. 770. 770. 3 0 0 .00 359.03 2023.11 *SECNO 42050.000 3301 HV CHANGED MOPE THAN HVINS 7185 MINIMUM SPECIFIC EPERGY 3720 CRITICAL DEPTH A~SUMED 42050.000 6.92 527.92 527.92 .00 530.65 2.73 .7§ .70 522.30 5100.0 826.4 4143.3 130.3 106.3 290.5 23.3 407.0 86.1 523.00 · 79 7.78 14.26 5.58 .065 .045 .060 .000 521.00 1763.00 .016097 100. 100. 100. 4 12 0 .00 79.00 1842.00 SPECIAL BRIDGE SS XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *$ECNO 42090.000 3301 HV CHANGED MORE THAN HVINS i 26SEP90 14: 47: 43 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~T. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK EL~V TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITHIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPT/~BLE RANGE, K~ATIO B 2.84 Pi~ESSU~E AND WEIR FLOW, Weir Submergence Eased on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA ~ .TP~PEZOID ELLC ELTRD %~rg IRLN AREA 532.00 530.65 .00 407. 4691. 474. 474. 527.10 529.70 79. 42090.000 9.98 530.88 .00 .00 531.37 .38 .72 .00 522.30 5100.0 1542.7 2825.5 731.8 1003.9 431.6 501.6 408.0 86.8 523.00 .79 1.54 6.55 1.46 .065 .045 .060 .000 521.00 912.61 .002000 40. 40. 40. 3 0 2 .00 1359.02 2271.63 *SECNO 42170.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.42 42170.000 10.73 531.43 .00 .00 531.46 .03 .05 .04 522.00 5100.0 2359.3 524.4 2216.2 2420.1 188.7 1983.1 414.0 89.8 522.50 .81 .97 2.78 1.12 .065 .045 .060 .000 520.70 821.74 .000341 80. 80. 80. 2 0 0 .00 1860.59 2682.33 tSECNO 44200.000 3302 WARNING: CO~YANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO B .25 44200.000 7.70 532.60 531.27 .00 533.10 .51 1.50 .14 526.80 5100.0 2683.8 2047.5 368.8 848.9 267.9 343.7 522.8 142.8 531.90 .90 4.14 7.64 1.07 .065 .045 .060 .000 524.90 1524.88 .005296 1800. 2030. 1300. 6 14 0 .00 1200.83 2725.71 · SECNO 45820.000 3265 DIVIDED FLOW 45820.000 6.78 538.58 .00 .00 538.79 .21 5.66 .03 533.00 5100.0 2338.6 1065.1 1696.3 908.9 168.7 686.2 567.8 174.7 533.10 1.02 2.57 6.31 2.47 .065 .045 .060 .000 531.80 1403.88 .003243 1400. 1620. 1000. 3 0 0 .00 1158.59 2598.59 i 26S~P90 14:47.'43 PAGE 25 SECNO DEPTH CWSI~L CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QC;; QROB JtLOB ACH AROB VOL TWA R-BANK ELEV TIME %rLOB VCH VROB XNL ~CH XNR WTN ELMIN SSTA SLOPE XLOBL ](~CH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 47450.000 47450.000 10.32 542.42 .00 .00 542.65 .22 3.85 .00 535.80 5100.0 2524.9 1123.9 1451.2 1222.2 170.7 476.1 622.7 207.6 535.40 1.13 2.07 6.58 3.05 .065 .045 .060 .000 532.10 1519.04 .002484 1250. 1630. 1350. 4 0 0 .00 1072.49 2591.54 *SECNO 47540.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE C]~ANGE OUTSIDE OF ACCEPTABLE RANGE,. KRATIO = .64 47540.000 10.98 542.18 540.37 .00 543.19 1.01 .30 .24 542.30 5100.0 472.3 4588.5 39.3 404.6 540.4 60.9 624.9 209.2 542.20 1.13 1.17 8.49 .64 .065 .045 .060 .000 531.20 553.53 .006014 10. 90. 200. 8 12 0 .00 1242.52 1911.92 *$ECNO 47640.000 3301 B-V CHANGED MORE THAN BlrINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 2.98 47640.000 12.65 543.35 .00 .00 543.43 .08 .15 .09 541.80 5100.0 2178.9 2234.6 686.5 2344.9 675.6 785.1 630.4 212.9 541.70 1.15 .93 3.31 .87 .065 .045 .060 .000 530.70 181.40 · 000679 100. 100. 100. 3 0 0 .00 1977.90 2159.30 SPECIAL BRIDGE SB X~ XI~OR COFQ RDLEN BWC BWP BAP, EA SS ELCHU ELCflD 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 1.75 FEET i 26SEP90 14:47:43 PAGE 26 SECNO DEPT~ CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BA~NK ELEV TIM]~ VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.45 PRESSURE AND WEIR FLOW, Weir Submergence Based on OgEE Shape EG"PR~ EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC EL~'RD WEIRLN AREA 549.64 543.44 .00 1753. 3342. 417. 416. 540.40 541.70 80. 47670.000 15.34 546.04 .00 .00 546.05 .01 2.62 .00 541.80 5100.0 2894.1 1028.8 1177.1 6228.4 891.8 2537.5 635.0 214.3 541.70 1.16 .46 1.15 .46 .065 .045 .060 .000 530.70 50.00 · 000057 30. 30. 30. 0 0 2 .00 2250.00 2300.00 'SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 1.45 FEET 47720.000 15.05 546.05 .00 .00 546.05 .01 .00 .00 542.10 5100.0 2864.0 1090.3 1145.7 5795.2 866.4 2327.2 645.7 216.9 542.00 1.18 .49 1.26 .49 .065 .045 .060 .000 531.00 50.00 · 000071 50. 50. 50. I 0 0 .00 2250.00 2300.00 *SECNO 48350.000 3302 WAt~NING: CONVEYANCE CHANGE OUTSIDE OP ACCEPTABLE RANGE, KRATIO = .56 48350.000 10.68 546.08 .00 .00 546.13 .04 .06 .01 543.40 5100.0 753.7 2928.9 1417.4 1472.8 1437.3 1339.9 725.1 238.6 539.10 1.28 .51 2.04 1.06 .065 .045 .060 .000 535.40 1265.58 .000222 600. 630. 300. 0 0 0 .00 1459.95 2725.52 i 26SEP90 14: 47: 43 PAGE 27 T1 CRAPEVINE CI~EEK, COPPELL, DALLAS COUNTY, TF. XA~ T2 50 YEAR T3 GBAPEViNE CREEK J1 ICEECK INQ NINV IDIR STRT M~l'~/C HVINS Q WSEL FQ 0 3 0 0 0 0 0 0 494.68 J2 NPROF IPLOT PBFVS X.S ECV XSECB FN ALLDC IBW CHNIM ITRACE 2 -1 i 26-~EPg0 14:47:43 PAG~ 28 SECNO DEPTH CWSEL CRIWS WSELK EG HV BL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR ~FI"N ELMIN SSTA SLOPE X~OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 2 0 CCTV- .100 CEHV~ .300 *SECNO 27820.000 3265 DIVIDED FLOW *~*~*NO'I"E=SB CArD WEIR COEFF CH~'D TO -2.5 TO MATCH FIS STARTING WSEL FROM KIMLEY HORN FI8 UPDATE MAY 1990 27620.000 19.18 494.68 .00 494.66 495.72 1.04 .00 .00 494.80 9400.0 1668.8 7548.2 185.0 724.9 834.4 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 *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 CCHV= .300 CE~'z .500 *S~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 14.6 513.40 .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 CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 i 26SEP90 14: 47: 43 PAGE 29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BAKK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ~ TIME VLOB VCH VROB XNL XNCH ~NR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID ENDST 3370 NORMAL BRIDGE, NRDz 2 WIN ELTRD- 513.30 MAX ELLC- 510.40 -- PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS-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 · 017489 1. 1. 1. 2 0 0 .00 90.48 2251.65 *SECNO 30200.000 3265 DMDED FLOW 3370 NOBMAL BRIDGE, NRD= 2 MIN ELTRDm 513.30 MAX ELLC~ 510.40 30200.000 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: CONIr~YANCE CHANCE OUTSIDE OF ACCEPTABLE P~.NGE, 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 14.8 513.40 .09 .00 9.01 .00 .000 .045 .000 .000 486.80 2153.86 .003569 1. 1. 1. 2 0 0 .00 99.19 2252.85 CCHV= .100 CEHV= .300 *SECNO 30250.000 3301 ~ 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 1105.9 832.3 35.2 74.4 14.9 502.00 .09 3.96 7.89 .86 .065 .045 .0~5 .000 483.80 1962.83 .002122 49. 49. 49. 2 0 0 .00 307.04 2269.87 i 26SEP90 14:47:43 PAGE 30 SECNO DEPTH CWSEL CRIWS WSELK EO HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VROB ~NL XNCH XNR WTN EL~IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST · 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 *SECNO 31420.000 ******* BEGIN SECTIONS FOR PROPOSED SOU'I~HWEST~RN BLVD. ~***** 31420.000 17.37 505.67 .00 .00 506.30 .62 .21 .04 510.00 9400.0 .0 9400.0 .0 .0 1484.4 .0 113.9 21.7 510.00 .14 .00 6.33 .00 .000 .045 .000 .000 488.30 1789.56 .001604 110. 110. 110. 2 0 0 .00 135.88 1925.44 *SECNO 31464.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE ]~a. NGE, KRATIO = 1.81 31464.000 17.41 505.71 .00 .00 506.33 .62 .04 .00 510.00 9400.0 .0 9400.0 .0 .0 1489.9 .0 115.4 21.8 510.00 · 14 .00 6.31 .00 .000 .025 .000 .000 488.30 1789.44 · 000490 44. 44. 44. 2 0 0 .00 136.11 1925.56 *SECNO 31470.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.00 MAX ELLC= 510.00 D.S. FACE OF WESTBOUND SOUTHWESTERN BLVD. 31470.000 17.23 505.63 .00 .00 506.38 .75 .00 .04 510.00 9400.0 .0 9400.0 .0 .0 1354.5 .0 115.6 21.8 510.00 · 14 .00 6.94 .00 .000 .025 .000 .000 488.40 1790.14 .000979 6. 6. 6. 2 0 0 .00 128.71 1924.86 *SECNO 31503.000 3265 DIVIDED FLOW 1 26SEP90 14:47:43 PA~E 31 SECNO DEPTH CWSEL CRIWS WSELK EG HV ItL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME %rLOB VCH VROB XNL ~NCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.00 MAX ELLC= 510.00 U.S. FACE OF WESTBOUND SOUTHWESTERN BLVD. 31503.000 16.75 505.65 .00 .00 506.41 .77 .03 .01 510.00 9400.0 .0 9400.0 .0 .0 1336.1 .0 116.6 21.9 510.00 · 14 .00 7.04 .00 .000 .025 .000 .000 488.90 1790.07 .001024 33. 33. 33. 0 0 0 .00 128.86 1924.93 "SECNO 31509.000 SECTION BETWEEN BRIDGES 31509.000 16.76 505.76 .00 .00 506.43 .67 .00 .01 510.00 9400.0 .0 9400.0 .0 .0 1428.8 .0 116.8 21.9 510.00 .14 .00 6.58 .00 .000 .025 .000 .000 489.00 1789.73 · 000558 6. 6. 6. 2 0 0 .00 135.54 1925.27 *SECNO 31515.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.00 MAX ELLC~ 510.00 D.S. FACE OF EASTBOUND SOUTHWESTERN BLVD. 31515.000 16.69 505.69 .00 .00 506.46 .77 .00 .03 510.00 9400.0 .0 9400.0 .0 .0 1337.3 .0 117.0 21.9 510.00 .14 .00 7.03 .00 .000 .025 .000 .000 489.00 1789.94 · 001023 6. 6. 6. 2 0 0 .00 129.12 1925.06 *SECNO 31548.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, B-RD= 2 MIN ELTRD= 513.00 MAX ELLC= 510.00 U.S. FACE OF EASTBOUND SOU~54ESTERN BLVD. 31548.000 16.21 505.71 .00 .00 506.50 .79 .03 .01 510.00 9400.0 .0 9400.0 .0 .0 1319.2 .0 118.0 22.0 510.00 · 14 .00 7.13 .00 .000 .025 .000 .000 489.50 1789.86 .001071 33. 33. 33. 0 0 0 .00 129.27 1925.14 i 26SEP90 14: 47: 43 PAGE 32 SECNO DEPTH CWSEL CRIWS WSELK E~ HV HL OLOSS L-BANK ~EV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VROB X/FL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRiAL IDC ICONT CORAR TOPWID ENDST ~SECNO 31554.000 *******END SECTIONS FOR PROPOSED SOUTHWESTERN BLVD. 31554.000 16.19 505.79 .00 .00 506.51 .72 .00 .01 510.00 9400.0 .0 9400.0 .0 .0 1376.0 .0 118.2 22.1 510.00 .14 .00 6.83 .00 .000 .025 .000 .000 489.60 1790.00 .000628 6. 6. 6. 2 0 0 .00 134.99 1925.00 .100 CEHV= .300 *SECNO 31750.000 3301 HV CHANGED MORE THAN HVINS HALFF ASSOC. SURV. SECN. AA 31750.000 17.84 506.48 .00 .00 506.67 .20 .11 .05 509.60 9400.0 .0 9400.0 .0 .0 2635.7 .0 127.2 22.9 513.06 .16 .00 3.57 .00 .000 .045 .000 .000 488.64 1013.16 .000474 166. 196. 226. 2 0 0 .00 233.47 1246.82 *SECNO 32740.000 HALFF ASSOC. SURV. SECN. BB 32740.000 13.93 507.00 .00 .00 507.24 .24 .55 .01 511.47 9400.0 .0 9400.0 .0 .0 2401.7 .0 184.4 28.3 512.67 .23 .00 3.91 .00 .000 .045 .000 .000 493.07 1018.84 .000663 990. 990. 990. 2 0 0 .00 239.82 1258.47 *SECNO 33537.000 ****** BEGIN SECTIONS FOR PROPOSED RAILROAD BRIDGE 33537.000 14.50 507.60 .00 .00 507.90 .30 .65 .02 514.00 9400.0 .0 9400.0 .0 .0 2143.6 .0 226.0 32.7 514.00 .28 .00 4.39 .00 .000 .045 .000 .000 493.10 1045.97 .001020 800. 797. 650. 2 0 0 .00 247.90 1293.86 CCHV= .300 CEHVz .500 *SECNO 33?27.000 1 26SEP90 14:47:43 PAGE 33 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 VLOE VCH VROB XNL ~CH ~ ~ ELMIN SSTA SLOPE ~CLOEL XLCH XLOBR ITRIAL IDC ICONT CORA~ TOPWID ENDST 3495 OVERBANKAREA A~SUHED NON-EFFECTIVE, ELLEA= 515.78 ELREA= 515.78 33727.000 14.71 507.81 .00 .00 508.09 .28 .19 .00 511.00 9400.0 .0 9400.0 .0 .0 2194.5 .0 235.5 33.8 511.00 .29 .00 4.28 .00 .000 .045 .000 .000 493.10 1045.44 · 000950 190. 190. 190. 2 0 0 .00 249.07 1294.52 *SECNO 33737.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO z .45 3370 NORMAL BRIDGE, NRD= 69 MIN ELTRD= 515.90 MAX ELLC= 511.00 D.S. PACE PROPOSED RAILROAD BRIDGE 33737.000 14.65 507.75 .00 .00 508.19 .44 .02 .08 511.00 9400.0 .0 9400.0 .0 .0 1763.0 .0 235.9 33.9 511.00 · 29 .00 5.33 .00 .000 .045 .000 .000 493.10 1045.62 .004626 10. 10. 10. 2 0 0 -416.49 248.72 1294.34 *SECNO 33752.000 3370 NORMAL BRIDGE, NAD= 69 MIN ELTRD~ 515.90 MAX ELLC= 511.00 U.S. FACE PROPOSED RAILROAD BRIDGE 33752.000 14.73 507.83 .00 .00 508.26 .43 .07 .00 511.00 9400.0 .0 9400.0 .0 .0 1778.8 .0 236.5 34.0 511.00 · 29 .00 5.28 .00 .000 .045 .000 .000 493.10 1045.39 .004528 15. 15. 15. 2 0 0 -420.27 249.18 1294.57 *SECNO 33762.000 3302 WARNING: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.28 3495 OVERBANK AREA ADSUM~D NON-EFFECTIVE, ELLEA= 515.90 -~REA= 515.90 *****' END SECTIONS FOR PROPOSED RAILROAD BRIDGE 33762.000 14.96 508.06 .00 .00 508.33 .27 .02 .05 511.00 9400.0 .0 9400.0 .0 .0 2256.7 .0 237.0 34.0 511.00 .29 .00 4.17 .00 .000 .045 .000 .000 493.10 1044.71 .000872 10. 10. 10. 2 0 0 .00 250.55 1295.26 i 26SEP90 14:47:43 PA~E 34 SECNO D~TH 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 XNCE XNR W'i'N ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL iDC ICONT CORAl{ TOPWID ENDST CCHV- .100 C~-~V= .300 *SECNO 34045.000 *HALFF ADSOC. SURV. SECN. CC 34045.000 15.22 508.32 .00 .00 508.56 .25 .23 .00 518.50 9400.0 .0 9400.0 .0 .0 2353.0 .0 252.0 35.7 516.53 .31 .00 3.99 .00 .000 .045 .000 .000 493.10 1037.78 .000789 150. 283. 300. 2 0 0 .00 258.41 1296.19 *8ECNO 34330.000 3302 WARNING: CONVEYANCE CHA/qGE OUTSIDE OF ACCEPTABLE ~ARGE, KRATIO = .65 HALFF ASSOC. SURV. SECN. DD 34330.000 10.45 508.52 .00 .00 508.95 .43 .33 .05 518.23 9400.0 .0 9400.0 .0 .0 1795.5 .0 265.6 37.3 517.83 · 33 .00 5.24 .00 .000 .045 .000 .000 498.07 1040.05 .001851 285. 285. 285. 2 0 0 .00 251.68 1291.72 *SECNO 34870.000 HAL~-F ASSOC. SURV. SECN. EE 34870.000 8.34 509.60 .00 .00 510.11 .50 1.14 .02 519.25 9400.0 .0 9400.0 .0 .0 1651.3 .0 286.9 40.4 520.25 .36 .00 5.69 .00 .000 .045 .000 .000 501.26 1036.82 .002419 540. 540. 540. 2 0 0 .00 249.44 1286.26 *SECNO 35450.000 3370 NORMAL BRIDGE, NRD~ 2 MIN ELTRD= 520.30 MAX ELLCm 514.10 HALFF ASSOC. SURV. SECN. FF MOVED 120' TO D.S. FACE FREEPORT PKWY. 35450.000 10.04 510.94 .00 .00 511.43 .49 1.32 .00 514.20 9400.0 .0 9400.0 .0 .0 1671.0 .0 309.0 43.7 520.30 .38 .00 5.63 .00 .000 .045 .000 .000 500.90 1032.58 .002146 580. 580. 580. 2 0 0 .00 234.91 1267.49 i 268EP90 14:47:43 PAGE 35 SECNO DEPTH CWSEL CRIWS WSELK EG HV RT. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BAA-K ELEV TIME VLOB VCH VROB XNL XNCB ~GNR WTN E~IN SSTA SLOPE XLOBL XLCH XLOBR ITHIAL IDC ICONT CORAR TOPWID ENDST *$ECNO 35570.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD~ 520.30 MAX ELLC~ 514.10 HA~FF A.SSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY. 35570.000 10.32 511.22 .00 .00 511.67 .46 .24 .00 514.20 9400.0 .0 9400.0 .0 .0 1735.? .0 313.? 44.3 520.30 .39 .00 5.42 .00 .000 .045 .000 .000 500.90 1031.74 · 001910 120. 120. 120. 0 0 0 .00 236.58 1268.32 *SECNO 35770.000 3302 W/MR.NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPT. A~LE RANGE, KRATIO - .67 35770.000 11.73 511.54 .00 .00 512.38 .84 .59 .12 520.91 10000.0 .0 10000.0 .0 .0 1358.3 .0 320.8 45.4 522.81 · 40 .00 7.36 .00 .000 .045 .000 .000 499.81 1037.37 .004878 200. 200. 200. 2 0 0 .00 235.04 1272.40 *SECNO 35970.000 CHIMP CLST. A= 1131.00 CELCH- 500.00 BW= 80.00 STCHL= 1000.00 STCHR~ 1264.90 EXCAVATION DATA AEX= 699.5SQ-FT VEXIR= .0K*CU-YD VEXT~ .0K*CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.79 HALFF A~SOC. SURV. SECN. GG (TRANSITION BACK TO NAT. CHANNEL)-- -- APPROX. NEAR OLD COE STA. 37550. 35970.000 12.69 512.10 .00 .00 512.88 .78 .50 .01 519.01 10000.0 .0 10000.0 .0 .0 1410.0 .0 327.2 46.3 521.21 .41 .00 7.09 .00 .000 .035 .000 .000 499.41 1054.69 .001524 200. 200. 200. 2 0 0 .00 155.27 1209.95 *SECNO 36140.000 CHIMP CLSTA= 1166.00 CELCHB 501.00 BW= 80.00 ~TC~T.= 1074.36 STCHR= 1250.38 i 26SEP90 14:47=43 PAGE 36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BA~K ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROE XNL XNCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EXCAVATION DATA ARX- 900.8SQ-FT VEXR= 5.0K*CU-YD VEX~= 5.0K*CU-YD HALFF A~SOC. SURV. ~ECN. "A" (1/29/85) BAF 36140.000 11.28 512.28 .00 .00 513.22 .94 .29 .05 518.21 10000.0 .0 10000.0 .0 .0 1284.8 .0 332.4 46.9 515.79 .41 .00 7.78 .00 .000 .035 .000 .000 501.00 1092.15 .001941 200. 170. 130. 2 0 0 .00 147.71 1239.85 *SECNO 36360.000 CHIMP CLSTA~ 1145.00 CELCH= 501.40 BW- 80.00 STC~IL- 1050.73 STCHR~ 1230.93 EXCAVATION DATA AEX= 1351.0SQ-FT VEXR= 9.2K*CU-YD VEXT= 14.2K*CU-YD HALFF ASSOC. SURV. SECN. "B" (1/29/85) BAF 36360.000 11.32 512.72 .00 .00 513.65 .93 .42 .00 519.49 10000.0 .0 10000.0 .0 .0 1289.0 .0 338.9 47.6 516.71 .42 .00 7.76 .00 .000 .035 .000 .000 501.40 1071.06 .001923 220. 220. 220. 2 0 0 .00 147.88 1218.94 'SECNO 38285.000 CHIMP CLSTA= 1082.00 CELCHz 502.00 BW= 70.00 STCwt.= 985.80 STCItRz 1157.70 E~CAVATION DATA A-R:(- 1118.2SQ-FT VEXRm 4.SK*CU-YD VEXT= 19.0K*CU-YD 38285.000 10.71 512.71 .00 .00 514.01 1.30 .25 .11 522.40 10000.0 .0 10000.0 .0 .0 1093.5 .0 341.8 48.0 515.57 · 42 .00 9.15 .00 .000 .035 .000 .000 502.00 1014.88 .002929 105. 105. 105. 2 0 0 .00 134.25 1149.12 *SECNO 38290.000 CHIMP CL~TA= 1082.00 CELCHm 502.00 BW= 70.00 STCW~..= 985.80 STCHI~= 1157.70 EXCAVATION DATA -A~= 1118.2SQ-FT VEXI~= .2K*CU-YD VEXT- 19.2K*CU-YD I 26~EP90 14:47:43 PA~E 37 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK EL~V Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN $STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 2.34 38290.000 10.72 512.72 .00 .00 514.01 1.30 .01 .00 522.40 10000.0 .0 10000.0 .0 .0 1095.0 .0 341.9 48.0 515.57 .42 .00 9.13 .00 .000 .015 .000 .000 502.00 1014.84 .000536 5. 5. 5. 0 0 0 .00 134.31 1149.16 *SECNO 38340.000 CHIMP CLSTA~ 2765.00 CELCH= 502.20 BW= 70.00 STC~IL~ 2670.00 STCHR= 2860.00 EXCAVATION DATA AEX= 1075.4SQ-FT VEXR= 2.0K*CU-YD VEX~ 21.3K*CU-YD 3301 HV CHANGED MORE THAN HVINS 38340.000 10.17 512.37 .00 .00 514.21 1.84 .03 .16 515.40 10000.0 .0 10000.0 .0 .0 919.0 .0 343.1 48.1 515.40 · 42 .00 10.88 .00 .000 .015 .000 .000 502.20 2709.66 .000759 50. 50. 50. 2 0 0 .00 110.69 2820.34 *SECNO 38360.000 CHIMP CLSTA~ 2765.00 CELCH= 511.30 BW= 110.00 STCHL= 2670.00 STCHR= 2860.00 EXCAVATION DATA AEX~ 285.gSQ-FT VEXR= .5K*CU-YD VEXT~ 21.8K*CU-YD 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PP~BABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 38360.000 5.90 517.20 517.20 .00 519.39 2.19 .02 .11 515.40 10000.0 7.2 9986.8 6.0 6.0 840.4 5.0 343.5 48.2 515.40 · 42 1.21 11.88 1.20 .050 .015 .050 .000 511.30 2663.34 .002006 20. 20. 20. 20 11 0 .00 202.22 2865.56 'SECNO 38380.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS~ 2630.0 2890.0 TYPE~ i TARGET= 260.000 I 26SEP90 14:47:43 PAGE 38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB A~LOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH ]~rR WTN EIJ4IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COPJ~R TOPWID ENDST EL~NCL= 529.20 ELENCR= 529.20 38380.000 7.20 518.60 518.60 .00 520.79 2.19 .09 .00 515.40 10000.0 329.5 9398.1 272.5 19.0 821.8 15.9 343.9 48.3 515.40 .42 17.33 11.44 17.16 .015 .045 .015 .000 511.40 2658.13 .017108 20. 20. 20. 20 11 0 .00 211.78 2869.91 SPECIAL BRIDGE SB XK :~KOR 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 CLA,~S A LOW FLOW 3420 BRIDGE W.S.- 518.51 BRID~E VELOCITY= 8.46 CALCULATED CHANNEL A~A~ 1182. EGPRS EGLWC B3 Q~rEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 520.91 .38 0. 10000. 3920. 4137. 528.70 532.80 0. 3470 ENC~OACELN~NT ST. ATIONS~ 2630.0 2890.0 TYPE= i TAR=ET~ 260.000 ELENCL= 529.20 ELENCEz 529.20 38420.000 7.48 518.98 .00 .00 520.91 1.93 .12 .00 515.50 10000.0 367.9 9327.9 304.2 22.4 874.4 18.7 344.7 48.5 515.50 .43 16.39 10.67 16.23 .015 .045 .015 .000 511.50 2657.11 .013702 40. 40. 40. 0 0 0 .00 213.66 2870.77 ~SECNO 38500.000 3301 HV CHANGED MORE T~L~N HVINS 3302 WA~NING: CG~YANCE C~NGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.52 3470 ENCROACB~[ENT STATIONS= 2630.0 2890.0 TYPED I TARGET= 260.000 ~T,~NCL= 529.20 ELENCR= 529.20 38500.000 8.67 520.47 .00 .00 521.67 1.20 .69 .07 515.80 10000.0 532.0 9028.0 440.0 40.5 1101.1 33.8 346.6 48.9 515.80 .43 13.15 8.20 13.02 .015 .045 .015 .000 511.80 2652.69 .005953 80. 80. 80. 2 0 0 .00 221.77 2874.46 1 26SEP90 14:47:43 PA~E 39 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCR QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL X~CN XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SBCNO 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= I TARGET= 260.000 ELENCL~ 529.20 ELENCR= 529.20 38580.000 8.78 520.98 .00 .00 522.14 1.16 .46 .00 516.20 10000.0 547.0 9000.6 452.4 42.4 1122.1 35.4 348.8 49.3 516.20 .43 12.90 8.02 12.78 .015 .045 .015 .000 512.20 2652.28 .005556 80. 80. 80. 2 0 0 .00 222.52 2874.80 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.= 520.93 BRIDGE VELOCITY= 6.88 CALCULATED CHANNEL AP, F,A- 1454. EGBI~S EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 522.24 .10 0. 10000. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= i TARGET- 260.000 ELENCL= 529.20 ELF. NCR= 529.20 38620.000 8.78 521.08 .00 .00 522.24 1.16 .10 .00 516.30 10000.0 546.6 9001.4 452.0 42.3 1121.5 35.4 349.9 49.5 516.30 .43 12.91 8.03 12.79 .015 .045 .015 .000 512.30 2652.29 .005567 40. 40. 40. 0 0 0 .00 222.50 2874.79 *SECNO 38670.000 3470 ENC~DACHMENT STATIONS- 2630.0 2890.0 TYPE= I TARG~ET= 260.000 R~.~NCL- 529.20 ELENCRz 529.20 386?0.000 9.10 521.50 .00 .00 522.53 1.02 .27 .01 516.40 10000.0 148.3 9718.8 132.9 48.3 1182.8 40.3 351.3 49.8 516.40 · 43 3.07 8.22 3.30 .065 .045 .060 .000 512.40 2651.09 .005434 50. 50. 50. 2 0 0 .00 224.69 2875.79 1 26sEPgO 14: 47: 43 PAGE 40 SECNO DEPTH CWSEL CRIWS WSELK EG HV EL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE ~OSL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *S~CNO 39720.000 3301HV CHANGED MOPE THAN HVINS 39720.000 8.64 525.64 .00 .00 525.93 .29 3.33 .07 519.00 10000.0 4238.9 825.2 4935.9 1011.8 107.1 1368.8 379.3 56.3 518.80 .48 4.19 7.71 3.61 .065 .045 .060 .000 517.00 1501.01 .003702 25. 1050. 750. 3 0 0 .00 676.32 2177.33 *SECNO 41180.000 3302 WARNINg: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO z 1.48 41180.000 9.00 528.40 .00 .00 528.46 .06 2.51 .02 521.20 7000.0 3966.8 508.7 2524.5 2815.9 133.2 1161.6 486.9 98.2 521.20 .70 1.41 3.82 2.17 .065 .045 .060 .000 519.40 886.21 .000828 1300. 1460. 1600. 4 0 0 .00 1959.71 2845.93 '8ECNO 41950.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42 41950.000 8.59 529.39 .00 .00 529.83 .44 1.26 .11 522.10 7000.0 2672.2 1290.2 3037.7 624.7 148.0 731.4 536.6 121.1 522.60 .74 4.28 8.72 4.15 .065 .045 .060 .000 520.80 1213.66 · 004633 770. 770. 770. 3 0 0 .00 622.65 2072.71 *SECNO 42050.000 3685 20 TRIALS ATTEMPTED W-~EL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 42050.000 9.89 530.89 530.89 .00 531.71 .82 .44 .11 522.30 7000.0 2026.3 4025.0 948.7 919.1 427.1 460.2 540.4 123.3 523.00 · ?5 2.20 9.42 2.06 .065 .045 .060 .000 521.00 923.44 .004201 100. 100. 100. 20 9 0 .00 1323.82 2247.26 i 265EP90 14:47:43 PACE 41 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 ~qCH ~ WTN ELMIN SSTA SLOPE XLOBL ~CH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BA~EA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *SECNO 42090.000 3301 HV CHAN~ED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO = 6.02 PRESSURE AND WEIR FLOW, Weir Submergence Based on OCEE Shape EGP~ EGLWC H3 QWEIR QPR BA~EA TRAPEZOID ELLC ELTRD WEI~/~N AREA 538.57 531.81 .00 2116. 4884. 4?4. 474. 527.10 529.70 79. 42090.000 13.61 534.61 .00 .00 534.63 .02 2.92 .00 522.30 7000.0 3278.9 1173.8 2547.3 4880.6 598.8 3963.5 545.5 125.1 523.00 .76 .67 1.96 .64 .065 .045 .060 .000 521.00 537.95 .000116 40. 40. 40. 1 0 2 .00 2544.78 3082.73 *SE~NO 42170.000 42170.000 13.93 534.63 .00 .00 534.64 .01 .01 .00 522.00 7000.0 3389.4 355.6 3255.0 5991.9 249.5 5439.9 564.9 129.8 522.50 · 79 .57 1.43 .60 .065 .045 .060 .000 520.70 526.53 .000062 80. 80. 80. 2 O 0 .00 2572.94 3099.47 *SECNO 44200. 000 3302 WARNIN=: CONV~YARCE CHAN=E OUTSIDE OF ACCEPTABLE RANGE, KBATIO - .30 44200.000 9.93 534.83 .00 .00 534.88 .05 .23 .01 526.80 7000.0 2349.3 1249.1 3401.5 1473.4 370.2 2929.3 858.5 207.7 531.90 1.05 1.59 3.37 1.16 .065 .045 .060 .000 524.90 1141.52 · 000671 1800. 2030. 1300. 2 0 0 .00 1898.68 3040.19 I 26SEP90 14: 47: 43 PA~E 42 SECNO DEPTH CWSEL CRIWS WSELK EG HV H~ OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL ~CH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 45820.000 3265 DIVIDED FLOW 3301 HV C~AN~ED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINI24tJM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 45820.000 6.19 537.99 537.99 .00 538.83 .84 2.28 .24 533.00 7000.0 3192.4 1759.7 2047.9 556.6 152.6 457.8 939.7 243.9 533.10 1.11 5.74 11.53 4.47 .065 .045 .060 .000 531.80 1591.95 .012348 1400. 1620. 1000. 20 14 0 .00 798.42 2544.61 *SECNO 47450.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.79 47450.000 11.34 543.44 .00 .00 543.57 .13 4.67 .07 535.80 7000.0 4053.8 1084.9 1861.3 2191.1 191.0 755.5 1004.4 276.0 535.40 1.25 1.85 5.68 2.46 .065 .045 .060 .000 532.10 1319.71 .001589 1250. 1630. 1350. 3 0 0 .00 1374.51 2694.23 *SECNO 47540.000 3265 DIVIDED FLOW 47540.000 12.28 543.48 .00 .00 543.74 .26 .13 .04 542.30 7000.0 2857.2 3576.8 766.0 1862.3 644.4 579.5 1008.8 278.4 542.20 1.26 1.43 5.55 1.32 .065 .045 .060 .000 531.20 227.58 .002036 10. 90. 200. 3 0 0 .00 1906.02 2136.21 *SECNO 47640.000 3302 WA~RINH: CON~r~YANCE CHANHE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.62 I 26SEP90 14:47:43 PAGE 43 SECNO DEPTH CWSEL CRIWS WSELK EH HV BL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL ."'dA R-BANKELEV TLM~ ~rLOB VCH %~ROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 47640.000 13.08 543.78 .00 .00 543.87 .09 .12 .02 541.80 7000.0 3288.2 2597.0 1114.7 2937.5 710.5 1039.1 1017.7 282.9 541.70 1.27 1.12 3.66 1.07 .065 .045 .060 .000 530.70 123.53 .000775 100. 100. 100. 2 0 0 .00 2063.05 2186.58 $~ECIAL BRIDGE SB X~ X~OR COFQ ~DLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 418.70 1.13 534.40 534.40 *$ECNO 47870.000 3280 CROSS SECTION 47670.00 EXTENDED 3.53 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO = 4.56 PRESSURE AND W~IR FLOW, We~r Submergence Based on OGEE Shape EG~P~ EGLWC H3 QWEIR QPR ~ TP~tP~ZOID ELLC ELaTeD %~EIRLN AREA 555.64 543.88 .01 2954. 4087. 417. 416. 540.40 541.70 80. 47670.000 17.12 547.82 .00 .00 547.83 .01 3.95 .00 541.80 7000.0 4131.9 1064.8 1803.2 8821.8 1033.8 3795.9 1024.0 284.4 541.70 1.28 .47 1.03 .48 .065 .045 .060 .000 530.70 50.00 .000037 30. 30. 30. 0 0 2 .00 2250.00 2300.00 *SECNO 47720.000 3280 CROSS SECTION 47720.00 E~"~ENDED 3.23 FEET 47720.000 16.82 547.82 .00 .00 547.83 .01 .00 .00 542.10 7000.0 4115.2 1105.0 1779.8 8391.5 1008.6 3587.1 1039.3 287.0 542.00 1.31 .49 1.10 .50 .065 .045 .060 .000 531.00 50.00 .000044 50. 50. 50. i 0 0 .00 2250.00 2300.00 *SECNO 48350.000 3280 CROSS SECTION 48350.00 EX~ENDED .14 FF~ET 26SEP90 14:47:43 PAGE 44 SECNO DEi~TH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB ~ XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 'dARNING: CONVEYANCE C~..NGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ .57 48350.000 12.44 547.84 .00 .00 547.87 .03 .04 .01 543.40 7000.0 1886.8 3099.8 2013.4 3205.9 1737.2 2271.7 1159.2 310.7 539.10 1.43 .59 1.78 .89 .065 .045 .060 .000 535.40 1063.75 .000132 600. 630. 300. 0 0 0 .00 1836.25 2900.00 1 26SEP90 14:47:43 PAGE 45 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 100 ~ T3 GRAPEVINE. CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 0 0 0 0 495.60 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 -1 I 26SEP90 14:47:43 PAGE 46 SECNO DEPTH CWSEL CR~WS WSELK EG HV RT. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH A.ROB VOL TWA R-BANK ELEV TLME VLOB VCH VROB XIFL X/4CH X1FR WTN ELMIN SSTA SLO~. /(LOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV~ .300 *SECNO 27620.000 *****~NOTE:SB CARD WEIR COEFF CHG'D TO -2.5 TO MATCH FIS 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 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 .085 .045 .070 .000 475.50 1430.25 .002459 50. 50. 50. 0 0 0 .00 590.55 2020.80 *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 .5 864.5 582.8 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 3301HVCHAN~ED MOl{ETHAN H%'INS 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, Ki~ATIO = .49 I 288EP90 14:47:43 · PA~E 47 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QRO]3 ALOB ACH AROB VOL TWA R-BANK I~LEV TIME %-LOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL X~CH XLOBR ITRIAL IDC ICONT COI~R TOPWID ENDST 3370 NORMAL BRID~, .N~D~ 2 MIN ELTRD~ 513.30 MAX ELLC~ 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUI6-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 .O0 11.61 .00 .000 ,045 .000 .000 466.80 2154.04 .021370 1. 1. 1. 2 0 0 .00 90.75 2251.79 *SECNO 30200.000 3265 DIVIDED FLOW 3370 NOI~I4AL BRIDGE, NRDm 2 MIN ELT~D= 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 .019315 10. 10. 10. 2 0 0 .00 91.45 2252.46 *SECNO 30201.000 3302 %~%RNING: CORYEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.18 30201.000 16,16 502.98 .00 .00 504.4~ 1.48 .01 .13 513.30 10500.0 .0 10500.0 ,0 .0 1077.0 .0 84.0 16.9 513.40 .0S ,00 9.75 .00 .000 .045 .000 .000 486.80 2153.48 .004058 1. 1. 1. 3 0 0 .00 99.89 2253.37 CCTV= .100 CEHV= .300 *SECNO 30250.000 3301 HV CHANGED MORE THAN ~VINS 30250.000 20.22 504.02 .00 .00 504.58 .65 .14 .08 492.40 10500.0 5056.7 5371.2 72.1 1230.2 555.7 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 265F. Pg0 14:47=43 PAGE 48 ~ 8ECNO DEPTH CWSEL CRIWS WSELK EG HV ~ GLOSS L-BARK ELEV Q QLOB QCH QROB ALOB ACH AI~B VOL TWA R-BANKELEV TIKE I/LOB VCH VROB XNL liNCH XNR WTN ELMIN SSTA SLOPE ~OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOFWID ENDST '*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 *5ECNO 31420.000 ******* BEGIN SECTIONS FOR PROPOSED 8OUTEW~STF. RN BLVD. ****** 31420.000 17.92 506.22 .00 .00 506.93 .70 .22 .06 510.00 10500.0 .0 10500.0 .0 .0 1560.0 .0 129.3 24.5 510.00 .13 .00 6.73 .00 .000 .045 .000 .000 488.30 1787.96 °001750 110. 110. 110. 2 0 0 .00 139.07 1927.04 *SEC'NO 31464.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.81 31464.000 17.97 506.27 .00 .00 506.97 .?0 .04 .00 510.00 10500.0 .0 10500.0 .0 .0 1566.2 .0 130.9 24.6 510.00 .13 .00 6.70 .00 .000 .025 .000 .000 488.30 1787.83 .000534 44. 44. 44. 2 0 0 .00 139.33 1927.17 *SECNG 31470.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, N~D= 2 MIN ELTRD- 513.00 Fu~X E/LC= 510.00 D.S. FACE OF WESTBOUND SOUTHI~ESTHRR BLVD. ~I470.000 17.77 506.17 .00 .00 507.01 .84 .00 .04 510.00 10500.0 .0 10500.0 .0 .0 1425.4 .0 131.1 24.6 510.00 .13 .00 7.37 .00 .000 .025 .000 .000 488.40 1788.51 .001072 6. 6. 6. 2 0 0 .00 131.99 1926.49 *SECNO 31503.000 3265 DIVIDED FLOW I 26-~EP90 14:47:43 PA~E 49 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TLME ~FLOB VCH VROB XNL XNCR X~FR WTN ELM.IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, N~D= 2 MIN ELTRD= 513.00 MAX ELLC= 510.00 U.S. FACE OF WESTBOUND SOUTHWESTERN BLVD. 31503.000 17.29 506.19 .00 .00 507.06 .86 .04 .01 510.00 10500.0 .0 10500.0 .0 .0 1407.4 .0 132.2 24.7 510.00 .13 .00 7.46 .00 .000 .025 .000 .000 488.90 1788.43 .001117 33. 33. 33. 0 0 0 .00 132.14 1926.57 · SECNO 31509.000 SECTION BETWEEN BRID~E8 31509.000 17.32 506.32 .00 ,00 507.07 .76 .00 .01 510.00 10500.0 .0 10500.0 .0 .0 1505.8 .0 132.4 24.7 510.00 .13 .00 6.97 .00 ,000 .025 .000 .0O0 489.00 1788.05 ,000605 6. 6. 6. 2 0 0 .00 138.90 1926.95 *SECNO 31515.000 3265 DIVIDED FLOW 3370 NORMAL BRID~E, NRD= 2 MIN ELTRD- 513.00 MAX ELLC~ 510.00 D.8. FACR OF E~T~OUND SOUTHWESTERN BLVD. 31515.000 17.25 506.25 .00 .00 507.11 .86 .00 .03 510.00 10500.0 .0 10500.0 .0 .0 1409.7 .0 132.6 24.8 510.00 .13 .00 7.45 .00 .000 .025 .000 .000 489.00 1788.28 .001115 6. 6. 6. 2 0 0 .00 132.44 1926.72 *$ECNO 31548.000 3265 DMDED FLOW 3370 NORMAL BRIDGE, N~D= 2 MIN ELTRD= 513.00 MAX ELLC= 510.00 U.S. FACE OF EASTBOUND SOUTHWESTBRN BLVD. 31548.000 16.77 506.27 .00 .00 507.15 .88 .04 .01 510.00 10500.0 .0 10500.0 .0 .0 1392.0 .0 133.8 24.9 510.00 · 13 .00 7.54 .00 .000 .025 .000 .000 489.50 1788.19 .001163 33. 33. 33. 0 0 0 .00 132.61 1926.81 i 26SEP90 14: 47: 43 PAGE 50 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH A~B VOL TWA R-BANK ELEV TI/~E VLOB VCH VROB XNL XNCH XN~ WTN ELMIN SSTA SLOPE XLOBL X~CH XLOBR ITRZA~ IDC ICONT COP~.R TOPWID ENDST *SECNO 31554.000 *******END SECTIONS FOR PROPOSED SOUTHWEST~I~N BLVD. 31554.000 18.76 506.36 .00 .00 507.17 .81 .01 .01 510.00 10500.0 .0 10500.0 .0 .0 1453.5 .0 133.8 24.9 510.00 .13 .00 7.22 .00 .000 .025 .000 .000 489.60 1788.25 .000676 6. 8. 6. 2 0 0 .00 138.49 1926.75 CCHV= .100 CEHV= .300 *SECNO 31750.000 3301 HV CHARGED MOPE THAN HVINE HALFF ASSOC. SURV. SECN. AA 31750.000 18.48 507.12 .00 .00 507.34 .22 .11 .06 509.60 10500.0 .0 10500.0 .0 .0 2787.5 .0 143.4 25.7 513.06 · 15 .00 3.77 .00 .000 .045 .000 .000 488.64 1010.45 .000504 166. 196. 226. 2 0 0 .00 238.26 1248.71 *SECNO 32740.000 HAL~F ASSOC. SURV. SECN. BB 32740.000 14.60 507.67 .00 .00 507.93 ,26 .58 .01 511.47 10500.0 .0 10500.0 .0 .0 2564.4 .0 204.2 31.2 512.57 .22 .00 4.09 .00 .000 .045 .000 .000 493.07 1016.02 · 000686 990. 990. 990. 2 0 0 .00 245.24 1261.26 *$ECNO 33537.000 ****~* BEGIN SECTIONS FOR PROPOSED RAILROAD BRID=E *****~* 33537.000 15.18 508.28 .00 .00 508.60 .32 .66 .02 514.00 10500.0 .0 10500.0 .0 .0 2313.8 .0 248.8 35.8 §14.00 .26 .00 4.54 .00 .000 .045 .000 .000 493.10 1043.94 .001009 900. 797. 650. 2 0 0 .00 251.95 1295.89 :Hr- .300 C~/'= .500 'S~CNO 33727.000 ! -- 265EP90 14:47:43 PAGE 51 SECNO DEPTH CWBEL CRIW8 WSELK EG HV HL OLOS8 L-BANK KLEV Q QLOB QCH QROB ALOB ACH ARO~ VOL T~A R-BANKELEV TI/WE VLOB VC~ VROB XNL XNCH X~R WTN ELMIN SSTA SLOPE ~GOBL X~CH ~0BR IT~IAL IDC ICONT CORAR TOPWID ENDST 3495 O%~EI%BAKK AREA ASSUMED NON-EFFRCTIV]~, ~T.T.~.A- 515.78 KLREA= 515.78 33727.000 15.39 508.49 .00 .00 508.79 .31 .19 .00 511.00 10500.0 .0 10500.0 .0 .0 2365.1 .0 259.0 36.9 511.00 .28 .00 4.44 .00 .000 .045 .000 .000 493.10 1043.43 .000944 190. 190. 190. 2 0 0 .00 253.10 1296.54 33737.000 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, Ki~ATIO ~ .44 3370 NOBMAL BRIDGE, NRD= 69MINELT~D= 515.90 MAX ELLC= §11.00 D.S. FACE PROPOSED I~AIL~AD BRIDGE 33737.000 15.32 508.42 .00 .00 508.90 .4? .02 .08 511.00 10500.0 .0 10500.0 .0 .0 1899.6 .0 259.5 36.9 511.00 .28 .00 5.53 .00 .000 .045 .000 .000 493.10 1043,63 .00482~ 10. 10. 10. 2 0 0 -448.83 252.71 1296.34 *SECNO 33752.000 3370 NORMAL BRIDGe, FAD= 69 MIN ~LTRD= 515.90 M2~X F-T.LC= 511.00 U.S. FACE PROPOSED RAILROAD B~IDGE ~)752.000 15.40 508.50 .00 .00 508.97 .47 .07 .00 511.00 10500.0 .0 10500.0 .0 .0 1916.5 .0 260.2 37.0 511.00 .28 .00 5.48 .00 .000 .045 .000 .000 493.10 1043.38 ,004723 15. 15. 15. 2 0 0 -452.79 253.20 1296.58 *SECNO 33762.000 02 WARNINg= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANC~E, KI~tTIO ~ 2.33 %95 OVKRBANK AR~A A~SUMED NON-EFFECTIVE, ELLEA~ 515.90 ELREA~ 515.90 *4**** END SECTIONS FOR F~OPOS~D RAILROAD ERIDGE ****** 33762.000 15.65 508.75 .00 .00 509.04 .29 .02 .05 511.00 10500.0 .O 10500.0 .0 .0 2432.0 .0 260.? 37.1 511.00 .28 .00 4.32 .00 .000 .045 .000 .000 493.10 1042.65 .000867 10. 10. 10. 2 0 0 .00 254.66 1297.32 I 26SEP90 14: 47: 43 PAGE 52 SECNO DEPTH CWSEL CRIWS WSELK E~ HV HL OLOSS L-BANK ~T.EV Q QLOB QCE QROB ALOB AC~ AROB VOL TWA R-BANK EL~V TIME VLOB VCH V~B XNL XNCH ~ WTN ELMIN SSTA SLOPE ~(LOBL XLC~ XLOBR I~ IDC ICONT CORAR TOPWID ENDST CCHV- .100 CEHV~ .300 "'SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 15.91 509.01 .00 .00 509.28 .27 .23 .00 518.50 10500.0 .0 10500.0 .0 .0 2534.0 .0 276.8 38.8 516.53 .30 .00 4.14 .00 .000 .045 .000 .000 493.10 1035.20 .000788 150. 283. 300. 2 0 0 .00 263.06 1298.27 *SECNO 34330.000 3302 WA~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 HALFF A~SOC. SURV. SECN. DD 34330.000 11.14 509.21 .00 .00 509.65 .44 .32 .05 518.23 10500.0 .0 10500.0 .0 .0 1970.7 .0 291.5 40.5 517.83 · 31 .00 5.33 .00 .000 .045 .000 .000 498.07 1037.21 · 001742 285. 285. 285. 2 0 0 .00 256.91 1294.12 34870.000 ASSOC. SURV. .qECN. EE 34870.000 8.96 510.22 .00 .00 510.75 .52 1.07 .02 519.25 10500.0 .0 10500.0 .0 .0 1807.4 .0 315.0 43.6 520.25 .34 .00 5.81 ,00 .000 .045 .000 .000 501.26 1034.46 · 002288 540. 540. 540. 2 0 0 .00 253.80 1288.26 *SECNO 35450.000 3370 NORMAL BRIDGE, NAD= 2 MIN ELTRD~ 520.30 MAX ELLC~ 514.10 HALFF A~SOC. SKTRV. SECN. FF MOVED 120' TO D.S. FACE FREEPORT PKWY. 35450.000 10.60 511.50 .00 .00 512.02 .53 1.28 .00 514.20 10500.0 .0 10500.0 .0 .0 1803.9 .0 339.0 46.9 520.30 .37 .00 5.82 .00 .000 .045 .000 .000 500.90 1030.85 .002117 580. 580. 580. 2 0 0 .00 238.33 1269.19 I 26SEP90 14: 47: 43 PA~E 53 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~r. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV -- TIME VLQB VCH FROB XNL XNCH XNR ]WI~N ELMIN $STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 35570.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 520.30 MAX ELLC- 514.10 HALFF ASSOC. SUI~V. SECN. FP U.S. FACE FIAEEPORT PKWY. 35570.000 10.88 511.78 .00 .00 512.27 .49 .24 .00 514.20 10500.0 .0 10500.0 .0 .0 1869.0 .0 344.1 47.6 520.30 .37 .00 5.62 .00 .000 .045 .000 .000 500.90 1030.02 .001900 120. 120. 120. I 0 0 .00 239.99 1270.01 *$EC~O 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCF~PTABLE RANGE, K~ATIO - .68 35770.000 12.27 512.08 .00 .00 512.96 .88 .57 .12 520.91 11200.0 .0 11200.0 .0 .0 1487.0 .0 351.8 48.7 522.81 .38 .00 7.53 .00 .000 .045 .000 .000 499.81 1035.20 .004637 200. 200. 200. 2 0 0 .00 239.30 1274.50 *SECNO 35970.000 CHIM~ CLSTA= 1131.00 CELCH= 500.00 BW= 80.00 STCHL= 1000.00 STCHRz 1264.90 EXCAVATION DATA AEX- 699.5SQ-FT VEXR= .0K*CU-YD VEXT- .0K*CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.67 HALFF ASSOC. SURV. SECN. GG (TRA/~SITION BACK TO NAT. CHANNEL)-- -- APPROX. NEAR OLD COE STA. 37550. 35970.000 13.19 512.60 .00 .00 513.48 .88 .52 .00 519.01 11200.0 .0 11200.0 .0 .0 1488.4 .0 358.6 49.6 521.21 .39 .00 7.52 .00 .000 .035 .000 .000 499.41 1052.30 .001669 200. 200. 200. 2 0 0 .00 160.53 1212.83 *S3CNO 36140.000 CHI. HP CLSTA= 1166.00 CELCH= 501.00 BW= 80.00 STCHL= 1074.36 STCBR= 1250.38 1 25SEP90 14=47:43 ~AGE 54 SSCNO DEPTH CWSEL CRIWS WSELK EG HV ~ OLOSS L-BANK ELEV Q QLOB QCH QROB A~OB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE ~6LOBL XLCB XLOBR ITRIAL IDC ICONT CORAR TCPWID ENDST EXCAVATION DATA AEX= 900.8SQ-FT VEXR= 5.0K*CU-YD VEXT= 5.0K*CU-YD HALFF ASSOC. SURV. SECN. "A" (1/29/85) BAF 36140.000 11.80 512.80 .00 .00 513.85 1.05 .31 .05 518.21 11200.0 .0 11200.0 .0 .0 1361.2 .0 364.2 50.2 515.79 .39 .00 8.23 .00 .000 .035 .000 .000 501.00 1090.61 .002066 200. 170. 130. 2 0 0 .00 150.78 1241.39 *SECNO 36360.000 CHI_F~ CLSTA= 1145.00 CELCH= 501.40 BW= 80.00 STC~r.= 1050.73 STCHR= 1230.93 EXCAVATION DATA AEX~ 1351.0SQ-FT VEXR~ 9.2K*CU-YD VEX~a 14.2K~CU-YD HALFF ASSOC. SURV. SECN. "B" (1/29/85) BAF 36360.000 11.86 513.26 .00 .00 514.30 1.04 .45 .00 519.49 11200.0 .0 11200.0 .0 .0 1371.1 .0 371.1 50.9 516.71 .40 .00 8.17 .00 .000 .035 .000 .000 501.40 1069.41 .002024 220. 220. 220. 2 0 0 .00 151.17 1220.59 *SECNO 38285.000 CHI_M~ CLSTA= 1082.00 CELCH= 502.00 BW= 70.00 STCI~L= 985.80 STCHR= 1157.70 EXCAVATION DATA AEX= 1118.2SQ-FT %~EXR= 4.8K*CU-YD ~,X~= 19.0K*CU-YD 38285.000 11.24 513.24 .00 .00 514.68 1.43 .26 .12 522.40 11200.0 .0 11200.0 .0 .0 1186.4 .0 374.1 51.3 515.57 .40 .00 9.60 .00 .000 .035 .000 .000 502.00 1013.27 · 003060 105. 105. 105. 2 0 0 .00 137.47 1150.73 *SECNO 38290.000 CHIMP CLSTA= 1082.00 CELCH= 502.00 BW= 70.00 STCRT.= 985.80 STCHR= 1157.70 EXCAVATION DATA AEX= 1118.2SQ-FT VF. XR= .2KwCU-YD VEXT= 19.2K*CU-YD i 26SEP90 14: 47: 43 PAGE 55 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 SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPT. ABLE RANGE, KRA.TIO = 2.34 38290.000 11.25 513.25 .00 .00 514.88 1.43 .01 .00 522.40 11200.0 .0 11200.0 .0 .0 1168.0 .0 374.3 51.3 515.57 .40 .00 9.59 .00 .000 .015 .000 .000 502.00 1013.23 · 000550 5. 5. 5. 0 0 0 .00 137.54 1150.77 ~SECNO 38340.000 CHiM~ CLSTA= 2765.00 CELCH= 502.20 BW= 70.00 STCH~ 2670.00 STCHR= 2860.00 EXCAVATION DATA AF.X= 1075.4SQ-FT V~XR~ 2.0K*CU-YD VEX~ 21.3K*CU-¥D 3301 HV CHANGED MORE THAN HVINS 38340.000 10.64 512.84 .00 .00 514.90 2.06 .03 .19 515.40 11200.0 .0 11200.0 .0 .0 972.5 .0 375.5 51.4 515.40 · 40 .00 11.52 .00 .000 .015 .000 .000 502.20 2?08.70 .000808 50. 50. 50. 2 0 0 .00 112.61 2821.30 *SECNO 38360.000 CHIMP CLSTA= 2765.00 CELCH= 511.30 BW= 110.00 STC~rr.= 2670.00 STCHR= 2860.00 EXCAVATION DATA AEX= 285.9SQ-FT VEX~= .SK*CU-YD VEXT= 21.SK*CU-YD 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEI~TI~ ~SSUMED 38360.000 6.22 517.52 517.52 .00 519.90 2.39 .02 .10 515.40 11200.0 11.2 11179.6 9.2 8.3 901.0 6.9 375.9 51.5 515.40 .40 1.35 12.41 1.33 .050 .015 .050 .000 511.30 2662.16 .001993 20. 20. 20. 20 14 0 .00 204.38 2866.54 *SECNO 38380.000 3685 20 TRIALS A-"~MPT~,D WSEL,CWSEL 3693 PROB~tBL~ MINIMUM SPECIFIC ENERGY 3720 CRITIC/tLDEPTHASSUMED 3470 ENCROACI~MENT STATIONS~ 2630.0 2890.0 TYPA~ I TARG'~T~ 260.000 i 26SEP90 14:47:43 PAGE 56 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~r. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIM~ VLO8 VCH VROS XNL XNCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOER ITRIAL IDC ICONT CORAR TOPWID ENDST ~T-LNCL~ 529.20 ELENCR= 529.20 38380.000 7.54 518.94 518.94 .00 521.29 2.35 .09 .00 515.40 11200.0 421.4 10430.1 348.5 23.2 885.9 19.4 376,3 51.6 515.40 .41 18.14 11.77 17.97 .015 .045 .015 .000 511.40 2656.88 .018401 20. 20. 20. 20 11 0 .00 214.07 2870.95 SPECIAL BRIDGE SB XK X~OR COFQ RDLEN BWC BWP SARMA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 '$ECEO 38420.000 CLASS A LOW FLOW 3420 BRIDGE W.S.- 518.84 BRIDGE VELOCITY~ 8.94 CALCULATED CHANNEL AREA= 1252. E~PRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTI~D WEIRLN AI~EA .00 521.41 .41 0. 11200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONSz 2630.0 2890.0 TYPE= 1 TARGET~ 260.000 ELENCL~ 529.20 ELENCR= 529.20 38420.000 7.85 519.35 .00 .00 521.41 2.06 .12 .00 515.50 11200.0 469.4 10342.3 388.2 27.5 944.8 22.9 377.2 51.8 515.50 · 41 17.09 10.95 16.92 .015 .045 .015 .000 511.50 2655.73 .013013 40. 40. 40. 0 0 0 .00 216.18 2871.91 *SECNO 38500.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYARCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO m 1.48 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= I TARGET=- 260.000 ELENCL- 528.20 ELENCR~ 529.20 38500.000 9.04 520.84 .00 .00 522.17 1.33 .68 .07 515.80 11200.0 651.9 10008.9 539.1 47.1 1171.5 39.4 379.3 52.2 515.80 · 41 13.83 8.54 13.70 .015 .045 .015 .000 511.80 2651.32 .005951 80. 80. 80. 2 0 0 .00 224.29 2875.60 I 26SEP90 14:47:43 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 X~L XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= I TARGET= 260.000 ~r.~NCL= 529.20 ELENCR= 529.20 38580.000 9.15 521.35 .00 .00 522.63 1.28 .46 .00 516.20 11200.0 668.6 9978.5 552.9 49.2 1192.6 41.1 381.6 52.6 516.20 .41 13.58 0.37 13.45 .015 .045 .015 .000 512.20 2650.90 .005573 80. 80. 80. 2 0 0 .00 225.04 2875.94 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAB.F.A SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 *SECNO 38S20.000 CLA~ A LOW FLOW _ 3420 BRIDGE W.S.~ 521.30 BRIDGE VELOCITY= 7.28 CALCULATED CHANNEL A/{EA= 1539. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTI~D WEIRLN AREA .00 522.74 .11 0. 11200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACEMENT STATIONS= 2630.0 2890.0 TY~E= I TARGET= 260.000 ~,~NCL~ 529.20 ELENCR- 529.20 38620.000 9.17 521.47 .00 .00 522.74 1.27 .11 .00 516.30 11200.0 670.3 9975.5 554.3 49.4 1194.7 41.3 382.8 52.8 516.30 .41 13.56 8.35 13.43 .015 .045 .015 .000 512.30 2650.86 .005538 40. 40. 40. 0 0 0 .00 225.11 2875.98 *SECNO 38670.000 3470 ENCROACI~iENT STATIONS- 2630.0 2890.0 TYPE- i TARGET- 260.000 ELENCL- 529.20 ELE~NCR~ 529.20 38670.000 9.51 521.91 .00 .00 523.03 1.12 .28 .02 516.40 11200.0 182.9 10853.3 163.9 56.2 1260.1 47.0 384.3 53.1 516.40 .41 3.25 8.61 3.49 .065 .045 .060 .000 512.40 2649.59 .005487 50. 50. 50. 2 0 0 .00 227.46 2877.04 I 26SEP90 14:47:43 PA~-E 58 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ;tLOB 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 EV ~HAN~ED MORI~ THAN ~FVIN8 39720.000 9.04 526.04 .00 .00 526.32 .28 3.20 .08 519.00 11200.0 4659.8 859.5 5680.7 1161.5 112.4 1558.6 415.0 60.0 518.80 .46 4.01 7.65 3.64 .055 .045 .050 .000 517.00 1251.41 .003418 25. 1050. 750. 2 0 0 .0O 960.03 2211.44 *SECNO 41180.000 3302 WARNINg: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 41180.000 9.27 528.67 .00 .00 528.73 .06 2.39 .02 521.20 7900.0 4631.1 533.0 2735.9 3283.9 137.7 1250.6 537.2 107.? 521.20 .68 1.41 3.87 2.19 .065 .045 .060 .000 519.40 850.67 .000814 1300. 1450. 1600. 4 0 0 .00 2041.00 2891.67 "SECNO 41950.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHAN~E OUT~IDE OF ACCEPTABLE RANGE, KRATIO ~ .41 41950.000 8.86 529.66 .00 .00 530.10 .44 1.25 .11 522.10 7900.0 3050.9 1383.9 3465.2 774.2 153.2 805.4 593.8 134.9 522.60 .72 3.94 9.03 4.30 .065 .045 .050 .000 520.80 994.17 .004753 770. 770. 770. 3 0 0 .00 1043.49 2090.88 *SECNO 42050.D00 3685 20 TR~.ALS ATTEMPTED W~EL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENF~R~Y 3720 CRITICAL DEPTH ASSUMED 42050.000 10.09 531.0g 531.09 .00 531.90 .81 .45 .11 522.30 7900.0 2493.0 4209.7 1197.2 1093.3 436.3 547.3 598.1 137.7 523.00 .73 2.28 9.65 2.19 .055 .045 .050 .000 521.00 901.34 .004282 100. 100. 100. 20 12 0 .00 1395.65 2296.99 I 26SEP90 14: 47: 43 PAGE 59 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOE QCB QROB ALOE ACH AROE VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCE X~R WTN ELMIN SSTA SLOPE XLOEL XLCH ~LOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BA~LEA SS -~-T. CHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *SECNO 42090.000 3301 HV CHANGED MOPE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE ~ANGE, KRATIO = 7.04 PRESSURE ARD ~-EIR FLOW, Weir Submergence Based on OGE~ Sha~e EGPRS EGLWC H3 QWEIR QPR BA~EA TRAPEZOID ELLC ELTRD WEI~LN AREA 540.87 531.99 .00 2648. 5254. 474. 474. 527.10 529.70 79. 42090.000 14.40 535.40 .00 .00 535.42 .01 3.52 .00 522.30 7900.0 3735.5 1118.1 3046.4 5898.3 635.1 4990.5 604.4 139.6 523.00 .74 .63 1.76 .61 .065 .045 .060 .000 521.00 459.03 .000086 40. 40. 40. I 0 2 .00 2728.92 3187.96 *SECNO 42170.000 42170.000 14.72 535.42 .00 .00 535.42 .01 .01 .00 522.00 7900.0 3824.4 355.2 3720.4 7014.8 264.4 6494.3 627.6 144.7 522.50 .78 .55 1.34 .57 .065 .045 .060 .000 520.70 453.94 .000051 80. 80. 80. 2 0 0 .00 2748.10 3202.04 *SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ .35 44200.000 10.67 535.57 .00 .00 535.61 .04 .18 .01 526.80 7900.0 2522.6 1149.2 4228.1 1951.4 404.4 3870.4 983.1 227.9 531.90 1.09 1.29 2.84 1.09 .065 .045 .060 .000 524.90 1047.14 .000423 1800. 2030. 1300. 2 0 0 .00 2015.59 3062.73 1 26SEP90 14:47:43 PAGE 60 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VROB X1FL XNCH XNR W'I'N ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 45820.000 3265 DIVIDED FLOW 3301 HVCHAN~ED MOBETHAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 P~LE MINI~ ~PECIFIC E~RGY 3720 ~TI~ D~ ~S~D 45820.000 ~.50 538.30 538.30 .00 539.02 .72 1.50 .21 533.00 7900.0 3576.6 1817.4 250~.0 718.0 160.9 572.0 1087.5 269.3 533.10 1.15 4.98 11.29 4.38 .065 .045 .060 .000 531.80 1475.49 .011041 1400. 1620. 1000. 20 12 0 .00 1024.01 2572.55 *SECNO 47450.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.57 47450.000 11.53 543.63 .00 .00 543.77 .14 4.69 .06 535.80 7900.0 4662.9 1151.6 2085.5 2389.0 194.8 819.0 1160.3 305.4 535.40 .060 .000 532.10 1295.38 1.29 1.95 5.91 2.55 .065 .045 .001677 1250. 1630. 1350. 7 0 0 .00 1416.65 2712.03 *SECNO 47540.000 47540.000 12.49 543.69 .00 .00 543.93 .24 .13 .03 542.30 7900.0 3235.5 3678.4 986.0 2143.0 661.8 698.9 1165.2 307.9 542.20 1.29 1.51 5.56 1.41 .065 .045 .060 .000 531.20 200.52 .001971 10. 90. 200. 2 0 0 .00 1949.21 2149.74 *SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 1.56 47640.000 13.28 543.98 .00 .00 544.07 .09 .12 .02 541.80 7900.0 3828.7 2741.6 1329.7 3204.7 725.8 1153.9 1175.0 312.5 541.70 1.30 1.19 3.78 1.15 .065 .045 .060 .000 530.70 96.28 .000805 100. 100. 100. 2 0 0 .00 2102.22 2198.50 i 26SEP90 14=47:43 PAGE 61 SECNO DEPTH CWSEL CRIWS WSELK EG HV IlL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VROB XNL XNCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB ~ 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 4.29 PEET 3302 WARNING= CONVEYARCE CHAN=E OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.96 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC E3 QWEIR QPR BAREA TRAPEZOID ILLLC ELTRD WEIRLN AREA 559.07 544.07 .01 3534. 4369. 417. 416. 540.40 541.70 80. 47670.000 17.89 548.59 .00 .00 548.59 .01 4.53 .00 541.80 7900.0 4707.1 1097.1 2095.8 9942.4 1095.1 4339.8 1182.1 314.0 541.70 1.32 .47 1.00 .48 .065 .045 .080 .000 530.70 50.00 .000033 30. 30. 30. 0 0 3 .00 2250.00 2300.00 *SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 4.00 FEET 47720.000 17.59 548.59 .00 .00 548.59 .01 .00 .00 542.10 7900.0 4693.4 1131.8 2074.8 9512.8 1070.0 4131.3 1199.4 316.6 542.00 1.34 .49 1.06 .50 .065 .045 .060 .000 531.00 50.00 .000038 50. 50. 50. I 0 0 .00 2250.00 2300.00 tSECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .91 FEET 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO - .59 48350.000 13.21 548.61 .00 .00 548.83 .02 .03 .01 543.40 7900.0 2426.9 3164.5 2308.7 4032.2 1867.1 2730.3 1337.5 340.5 539.10 1.46 .60 1.69 .85 .065 .045 .060 .000 535.40 1034.35 .000109 600. 630. 300. 0 0 0 .00 1865.85 2900.00 I 268EP90 14:47:43 PAGE 62 T1 GRAPEVINE CREEK, COPPELL, DA/~LAS COUNTY, T]DG%~ T2 500 YEAR T3 GRAPEVINE CREEK J1 ICRECK INQ NINV IDIR STRT METRXC HVINS Q WSEL FQ 0 5 0 0 0 0 0 0 499.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 i 288EP90 14: 47: 43 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG EV HL OLOSS L-BANK ELEV Q QLOE QCE QROB ALOE ACH AROE VOL TWA R-BANK ELEV TIME VLOE VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE X~OEL XLCE XLOER ITRI~L IDC ICONT CORAR TOPWID ENDST *PROF 4 0 CCHVz .100 CEHV= .300 ~SECNO 27620.000 ******NOTE:SE CARD WEIR COEFF CHG'D TO -2.5 TO MATCH FIB STARTING WSEL FROM KIMLEY HOI~R FIS 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 .O0 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 *SECNO 30130.000 3301 [iV C~.A~iGED MOI~E TEA~ HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPT. A~LE 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 CF. HV- .500 *SECNO 30189.000 3301 HV CHARGED MORE T~AN H~"/NS 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 .0O0 .000 486.80 2154.38 .009379 59. 59. 59. 2 0 0 .00 97.06 2251.44 tSECNO 30190.000 I 28SEP90 14:47:43 PAGE 64 SECNO DEPTH CWSEL CRIWS WSELK EG HV nT. OLOSS L-BANK ELEV Q QLOB QCH QROE ALOB ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VI~OB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH ~OBR ITRIAL IDC ICONT COP. AR TOPWID ENDST 3285 DIVIDED FLOW 3301 HV CHANGED MO~E THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .48 3370 NORMAL BRIDGE, NRD~ 2 MIN ELTRD- 513.30MAXELLC= 5!0.40 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS-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 FLOW 3301 HV CHANGED MOI{E THAN HVINS 3370 NORMAL BRIDGE, NI~D= 2 MIN ELTRD= 513.30MAXELLC= 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 *SECNO 30201.000 3301 [iV CHAN~ED MORE THAN HVINS I 26SEP90 14:47:43 PA~E 65 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 ~NL ~CH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 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 .05 .O0 11.19 .00 .000 .045 .000 .000 486.80 2152.34 .004868 1. 1. 1. 3 0 0 .00 102.90 2255.25 CC~'V= .100 CEHV= .300 *SECNO 30250.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANOE, 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 .00 439.15 2350.86 *SECNO 31310.000 31310.000 19.87 507.67 .00 .00 508.13 .45 1.71 .02 490.70 13400.0 8829.1 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 *SE~O 31420.000 ******* BEGIN SECTIONS FOR PROPOSED SOUTHWESTEI~N BLVD. ****** 31420.000 19.28 507.58 .00 .00 508.49 .91 .22 .14 510.00 13400.0 .0 13400.0 .0 .0 1753.9 .0 190.1 28.8 510.00 .11 .00 7.64 .00 .000 .045 .000 .000 488.30 1784.03 .002078 110. 110. 110. 2 0 0 .Q0 148.95 1930.97 *SECNO 31464.000 3302 WA~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, Ki~ATIO = 1.81 31464.000 19.33 507.63 .00 .00 508.53 .90 .05 .00 510.00 13400.D .0 13400.0 .0 .0 1762.0 .0 191.9 28.9 510.00 .11 .00 7.61 .00 .000 .025 .000 .000 488.30 1783.87 .000633 44. 44. 44. 2 0 0 .O0 147.26 1931.13 i 26*~EP90 14:47:43 PAGE 66 SECNO DF. PTH CWSEL CRIWS WSSLK EG ~]V ~- OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL ~-NCH XNR WTN ELMIN SST~A 8LOPE XLOBL XLCB ~OBR ITRIAL IDC ICONT CORAR TOPWID ENDST *$ECNO 31470.000 3265 DIVIDED FLOW 3370 NOBMAL BRIDGE, NRD= 2 MIN ELT~D= 513.00 MAX ELLC= 510.00 D.S. FACE OF W~STBOUND $OUTHWEST~i~NBLVD. 31470.000 19.11 507.51 .00 .00 508.59 1.08 .01 .05 510.00 13400.0 .0 13400.0 .0 .0 1608.0 .0 192.1 29.0 510.00 .11 .O0 8.33 .00 .000 .025 .000 .000 488.40 1784.47 .001281 6. 6. 6. 2 0 0 .00 140.05 1930.53 =SBCNO 31503.000 3265 DI~rIDED FLOW 3370 NOP~4AL BRIDGE, ERD= 2 MIN ELTRD= 513.00 MAX ELLC= 510.00 U.S. FACE OF WESTBOUND 80UTHgQESTBI~N BLVD. 31503.000 18.64 507.54 .00 .00 508.64 1.10 .04 .01 510.00 13400.0 .0 13400.0 .0 .0 1590.9 .0 193.3 29.1 510.00 .11 .00 8.42 .00 .000 .025 .000 .000 488.90 1784.38 .001~27 33. 33. 33. 0 0 0 .00 140.24 1930.62 -SE~O 31509.000 SECTION BETWEEN BRIDGES 31509.000 18.70 507.70 .00 .00 508.66 .96 .01 .01 510.00 13400.0 .0 13400.0 .0 .0 1703.8 .0 193.6 29.1 510.00 .11 .00 7.86 .00 .000 .025 .000 .000 489.00 1783.90 .000706 6. 6. 6. 2 0 0 .00 147.21 1931.10 *SECNO 31515.000 3265 DMDED FLOW ~370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 51~.00 NAX ELLC= 510.00 I 26SEP90 14:47:43 PA~E 67 D.S. FACE OF EASTBOUND SOb"i'HW~STEP~N BLVD. 3!515.000 18.61 507.61 .00 .00 508.71 1.09 .01 .04 510.00 13400.0 .0 13400.0 .0 .0 1596.2 .0 193.8 29.1 510.00 .11 .00 8.40 .00 .000 .025 .000 .000 489.00 1784.17 .001318 6. 6. 6. 2 0 0 .00 140.65 1930.83 *SRCNO 31548.000 3255 DIVIDED FLOW 3370 NO~JW~kL BRIDGE, N~D= 2 MIN ELTI~D= 513.00 MAX ELLC- 510.00 U.S. FACE OF EASTBOUND SOUTHWESTERN BLVD. 31548.000 18.14 507.64 .00 .00 508.76 1.12 .04 .01 510.00 13400.0 .0 13400.0 .0 .0 1579.3 .0 195.0 29.2 510.00 .11 .00 8.48 .00 .000 .025 .000 .000 489.50 1784.07 .001366 33. 33. 33. 0 0 0 .00 140.85 1930.93 *SECNO 31554.000 *******END SECTIONS FOR PROPOSED SOUTHWESTEl%N BLVD. 31554.000 18.15 507.75 .00 .00 508.77 1.02 .01 .01 510.00 13400.0 .0 13400.0 .0 .0 1653.3 .0 195.2 29.2 510.00 · 11 .00 8.11 .00 .000 .025 .000 .000 489.60 1783.93 .000777 6. 6. 6. 2 0 0 .00 147.13 1931.07 CCHV- .100 CEHV= .300 *SECNO 31750.000 3301 HV CHANGED ~ORE THAN ~VINS HALFF ASSOC. SURV. SECN. AA 31750.000 20.06 508.70 .00 .00 508.98 .28 .13 .07 509.60 13400.0 .0 13400.0 .0 .0 3174.2 .0 206.1 30.1 513.06 .12 .00 4.22 .00 .000 .045 .000 .000 488.64 1003.78 · 000569 166. 196. 226. 2 0 0 .00 250.08 1253.85 *8ECNO 32740.000 HALFF ASSOC. SURV. SECN. BB 32740.000 16.24 509.31 .00 .00 509.63 .31 .64 .01 511.47 13400.0 .0 13400.0 .0 .0 2978.3 .0 276.0 35.9 512.67 · 19 .00 4.50 .00 .000 .045 .000 .000 493.07 1009.10 .000730 990. 990. 990. 2 0 0 .00 258.99 1268.09 i 26*qEPg0 14:47:43 PAGE 68 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH A~B VOL TWA R-BARK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE ~LOBL XLCH XLOBR ITR/~AL IDC ICONT CORAR TOPWID ENDST *SECNO 33537.000 ****** BEGIN SECTIONS FOR PROPOSED RAILROAD BRIDGE ******* 33537.000 16.84 509.94 .00 .00 510.31 .37 .67 .02 514.00 13400.0 .0 13400.0 .0 .0 2740.0 .0 328.3 40.7 514.00 · 23 .00 4.89 .00 .000 .045 .000 .000 493.10 1039.05 · 000986 900. 797. 650. 2 0 0 .00 261.86 1300.91 CCHV= .300 CEHV= .500 *SECNO 33727.000 3495 OVE~BANK A~EAA~SUMED NON-EFFECTIVE, ELLEA- 515.78 ~,P~A- 515.78 33727.000 17.04 510.14 .00 .00 510.50 .36 .18 .00 511.00 13400.0 .0 13400.0 .0 .0 2792.3 .0 340.4 41.8 511.00 .24 .00 4.80 .00 .000 .045 .000 .000 493.10 1038.53 .000931 190. 190. 190. 2 0 0 .00 262.92 1301.45 *SECNO 33737.000 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42 3370 NORMAL BRIDGE, NI~D= 69 MIN ELTRD= 515.90 MAX ELLC~ 511.00 D.S. FACE PROPOSED RAILROAD BRIDGE 33737.000 16.96 510.06 .00 .00 510.62 .55 .02 .10 511.00 13400.0 .0 13400.0 .0 .0 2243.8 .0 341.0 41.9 511.00 .24 .00 5.97 .00 .000 .045 .000 .000 493.10 1038.77 .005270 10. 10. 10. 2 0 0 -527.66 262.45 1301.22 *SECNO 33752.000 3370 NOP/~AL BRIDGE, NRD= 69 MIN ELTRD= 515.90 MAX ELLC= 511.00 U.S. FACE PROPOSED RAILROAD BRIDGE 33752.000 17.05 510.15 .00 .00 510.70 .54 .08 .00 511.00 13400.0 .0 13400.0 .0 .0 2263.2 .0 341.7 42.0 511.00 .24 .00 5.92 .00 .000 .045 .000 .000 493.10 1038.50 .005162 15. 15. 15. 2 0 0 -532.01 262.99 1301.49 i 26SEP90 14:47:43 PAGE 69 SECNO DEPTH CWSEL CRIWS WSELK EG [iV HL OLOSS L-BANK ELEV Q QLOE QCH QROB ALOE ACE AROB VOL TWA R-BANK ~ TIME VLOB VCE VEOB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ~$ECNO 33762.000 ~302 WARNING: CONVEYANCE C~ANGE OUT~IDE OF ACCEPTABLE RANGE, KRATIO ~ 2.45 495 OVERHANK AREA A~$UMED NON-EFFECTIVE, ELLEA- 515.90 ELREA~ 515.90 ****** END SECTIONS FOR PROPOSED RAILROAD BRIDGE ****** 33762.000 17.34 510.44 .00 .O0 510.78 .34 .02 .06 511.00 13400.0 .0 13400.0 .0 .0 2870.5 .0 342.3 42.0 511.00 .24 .00 4.67 .00 .OOO .045 .000 .000 493.10 1037.66 .000857 10. 10. 10. 2 0 0 .00 264.68 1302.34 ~CHV~ .100 CEHV= .300 '~ECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 17.60 510.70 .00 .00 511.01 .31 .23 .00 518.50 13400.0 .0 13400.0 .0 .0 2988.4 .0 361.4 43.8 516.53 .00 4.48 .00 .000 .045 .000 ,000 493.10 1028.93 .000785 150. 283. 300. 2 0 0 .00 274.39 1303.33 *SECNO 34330.000 HALFF ASSOC. SURV. SECN. DD 34330.000 12.82 510.89 .00 .00 511.37 .48 .30 .05 518.23 13400.0 .0 13400.0 .0 .0 2412.9 .0 379.0 45.6 517.83 .28 .00 5.55 .00 .000 .045 .000 .000 498.07 1030.28 .001544 285. 285. 285. 2 0 0 .00 269.69 1299.97 *$ECNO 34870.000 HALFF ASSOC. SURV. SECN. EE 34870.000 10.51 511.77 .00 .00 512.34 .57 .95 .03 §19.25 13400.0 .0 13400.0 .0 .0 2209.2 .0 407.7 48.9 520.25 .30 .00 6.07 .00 .000 .045 .000 .000 501.26 1028.54 .002021 540. 540. 540. 2 0 0 .00 264.70 1293.24 I 26SEP90 14: 47: 43 PAG~ 70 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 VCB VROB XNL XNCH XNR WTN ELMIN SST. A SLOPE XLOBL XI~CH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTIRD~ 520.30MAXELLC~ 514.10 HAL~F A~SOC. SURV. SECN. FF MOVED 120' TO D.S. FACE FREEPORT PKWY. 35450.000 12.11 513.01 .00 .00 513.59 .58 1.24 .00 514.20 13400.0 .0 13400.0 .0 .0 2189.7 .0 437.0 52.5 520.30 .33 .00 6.12 .00 .000 .045 .000 .000 500.90 1017.33 .002271 580. 580. 580. 2 0 0 .00 282.99 1300.32 *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 12.41 513.31 .00 .00 513.85 .54 .26 .00 514.20 13400.0 .0 13400.0 .0 .0 2277.0 .0 443.1 53.3 520.30 .33 .00 5.88 .00 .000 .045 .000 .000 500.90 1013.39 .002036 120. 120. 120. 2 0 0 .00 287.40 1300.79 *SECNO 35770.000 35770.000 13.79 513.60 .00 .00 514.51 .90 .55 .11 520.91 14200.0 .0 14200.0 .0 .0 1861.2 .0 452.6 54.5 522.81 .34 .00 7.63 .00 .000 .045 .000 .000 499.81 1029.12 .003769 200. 200. 200. 2 0 0 .00 251.28 1280.40 '$ECNO 35970.000 CHIMP CLSTA= 1131.00 CELCH= 500.00 BW= 80.00 STC~T-.= 1000.00 STCHR= 1264.90 EXCAVATION DATA A~X= 699.SSQ-FT VEXR= .0K*CU-YD VEX~= .0K*CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPT. AELE RANGE, KRATIO = 1.41 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NAT. CHANNEL)-- APPROX. NEAR OLD COE STA. 37550. 26SEP90 14:47=43 PAGE 71 35970.000 14.61 514.02 .00 .00 515.07 1.05 .52 .04 519.01 14200.0 .0 14200.0 .0 .0 1730.7 .0 460.9 55.5 521.21 .35 .00 8.20 .00 .000 .035 .000 .000 499.41 1040.70 .001891 200. 200. 200. 2 0 0 .00 180.33 1221.03 'SECNO 36140.000 CHIMP CLSTA= 1166.00 CELCH= 501.00 BW~ 80.00 STC~T.= 1074.36 STCHR~ 1250.38 EXCAVATION DATA ~= 900.8SQ-FT VEXR= 5.0K*CU-YD VEXT= 5.0K*CU-YD HALFF ASSOC. SURV. SECN. "A" (1/29/85) BAF 36140.000 13.22 514.22 .00 .00 515.47 1.25 .34 .06 518.21 14200.0 .0 14200.0 .0 .0 1582.5 .0 467.3 56.2 515.79 · 35 .00 8.97 .00 .000 .035 .000 .000 501.00 1088.33 .002167 200. 170. 130. 2 0 0 .00 159.34 1245.67 *SECNO 36360.000 CHIM~ CLSTA= 1145.00 CELCHz 501.40 BW= 80.00 STCIIL= 1050.73 STCHR= 1230.93 EXCAVATION DATA ~= 1351.0SQ-FT VF. XR= 9.2K*CU-YD VEX~= 14.2K*CU-YD HALFF A.SSOC. SURV. SECN. "B" (1/29/85) BAF 36360.000 13.32 514.72 .00 .00 515.95 1.23 .47 .00 519.49 14200.0 .0 14200.0 .0 .0 1597.8 .0 475.4 57.0 516.71 .36 .00 8.89 .00 .000 .035 .DO0 .000 501.40 1065.04 .002109 220. 220. 220. 2 0 0 .00 159.92 1224.96 'SECNO 38285.000 CHIMP CLSTATM 1082.00 CELCH- 502.00 BWz 70.00 STCHL- 985.80 STCHR= 1157.70 EXCAVATION DATA ~EXz 1118.2SQ-FT VEXR~ 4.SK*CU-YD VEX~= 19.0K*CU-YD 38285.000 12.68 514.68 .00 .00 516.35 1.67 .27 .13 522.40 14200.0 .0 14200.0 .0 .0 1369.7 .0 478.9 57.4 515.57 .36 .00 10.37 .00 .000 .035 .000 .000 502.00 1008.97 .003129 105. 105. 105. 2 0 0 .00 146.07 1155.04 *SECNO 38290.000 CHIMP CLSTA= 1082.00 CELCH= 502.00 BW= 70.00 STCHL= 985.80 STCHR= 1157.70 i 28SEP90 14: 47: 43 PAGE 72 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB /fLOE ACH AROB VOL TWA R-BA~IK ELEV TIM~ VLOS VCH VROB XNL XNCE XNR WTN ELMIN SSTA SLOPE XLOBL X~CH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EXCAVATION DATA AEX= 1118.2SQ-FT VEXR= .2K* CU-YD VEXT= 19 · 2K*CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RARGE, I~RATIO = 2.34 38290.000 12.69 514.69 .00 .00 516.35 1.66 .01 .00 522.40 14200.0 .0 14200.0 .0 .0 1371.4 .0 479.1 57.4 515.57 .36 .00 10.35 .00 .000 .015 .000 .000 502.00 1008.93 .000573 5. 5. 5. 0 0 0 .00 146.14 1155.07 =SECNO 38340.000 CHIM~ CLSTA= 2765.00 CELCH= 502.20 BW= 70.00 STCHL= 2670.00 STCHR= 2860.00 EXCAVATION DATA AEX= 1075.4SQ-FT VEXR= 2.0K*CU-YD VEXT=- 21.3K*CU-YD 3301 HV CHANGED MOPE THA~ HVINS 38340.000 11.94 514.14 .00 .00 516.83 2.49 .03 .25 515.40 14200.0 .0 14200.0 .0 .0 1121.5 .0 480.5 57.5 515.40 .36 .00 12.66 .00 .000 .015 .000 .000 502.20 2706.11 · 000861 50. 50. 50. 3 0 0 .00 117.78 2823.89 tSECNO 38360.000 CH~J4P CLSTA- 2765.00 CELCHm 511.30 BW~ 110.00 STC~rT.- 2670.00 STCHR~ 2860.00 EXCAVATION DATA AEX~ 285.gSQ-FT VEXR= .5K*CU-YD VEX'T= 21.8K*CU-YD 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEP'rHA~SUMED 38360.000 7.03 518.33 518.33 .00 521.11 2.78 .02 .09 515.40 14200.0 25.9 14152.7 21.4 15.9 1056.0 13.3 481.0 57.6 515.40 · 36 1.63 13.40 1.61 .050 .015 .050 .000 511.30 2659.14 .001882 20. 20. 20. 20 14 0 .00 209.93 2869.07 *S~CNO 38380.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY I 268EP90 14:47:43 PAGE 73 8ECNO DEPTH CWSEL CRIWS WSELK Ea HV w~. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL ~"~WA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT ST3%TIONS~ 2630.0 2890.0 TYPE~ I TARgET~ 260.000 ELENCL~ 529.20 ELENCR- 529.20 38380.000 8.34 519.74 519.74 .00 522.48 2.74 .08 .00 515.40 14200.0 690.7 12938.0 571.2 34.9 1037.7 29.1 481.5 57.7 515.40 .36 19.80 12.47 19.61 .015 .045 .015 .000 511.40 2653.92 · 014900 20. 20. 20. 20 11 0 .00 219.50 2873.42 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 W.S.= 519.60 BRIDGE VELOCITY= 9.98 CALCULATED CHANNEL AREA~ 1424. EGPR~ EGLWC H3 QWEIR QLOW BAREA TRAi~EZOID ELLC ELTBD WEIRLN AREA · 00 522.60 .48 0. 14200. 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 38420.000 8.72 520.22 .00 .00 522.60 2.38 .13 .00 515.50 14200.0 764.8 12802.7 632.5 41.3 1110.3 34.5 482.6 57.9 515.50 .36 18.52 11.53 18.34 .015 .045 .015 .000 511.50 2652.51 .011643 40. 40. 40. 0 0 0 .00 222.10 2874.61 *SECNO 38500.000 3301 HV CHANGED MOi~E THAN HVINS 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= i TARGET= 260.000 ELF.~CL= 529.20 ELENCR~ 529.20 38500.000 9.89 521.69 .00 .00 523.33 1.83 .85 .07 515.80 14200.0 985.8 12396.9 815.2 84.3 1332.5 53.7 485.0 58.3 515.80 .37 15.33 9.31 15.19 .015 .045 .015 .000 511.80 2648.18 .005946 80. 80. 80. 3 0 0 .00 230.04 2878.22 i PACE 74 26SEP90 14:47:43 SECNO DEPTH CWSEL CRIWS WSELK EG HV ItL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TLME VLOB VCH VROB X1TL XNCH XNR WTN ELM.IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COEAR TOPWID ENDST *SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= I TARGNTm 260.000 ~?-~NCL' 529.20 ELENCR= 529.20 38580.000 10.02 522.22 .00 .00 523.79 1.57 .46 .01 516.20 14200.0 1009.5 12355.7 834.8 67.1 1356.9 56.0 487.7 58.6 516.20 .37 15.04 9.11 14.90 .015 .045 .015 .000 512.20 2647.70 .005558 80. 80. 80. 2 0 0 .00 230.92 2878.62 SpEc~%L BRIDGE XK XKOR COFQ RDLEN BWC BWP BAREA $S ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 *SECNO 38620.000 ~_.ASS AL OW FLOW 3420 BRIDGE W.S.m 522.15 BRIDGE VELOCITY= 8.12 CALCULATED CHANNEL AREA= 1748. E~PRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIi~LN .00 523.92 .15 0. 14200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS~ 2630.0 2890.0 TYPE= i TARGET= 260.000 ~rr.~NCL- 529.20 ELENCE= 529.20 ~620.000 10.07 522.37 .00 .00 523.92 1.55 .13 .00 516.30 14200.0 1018.0 12340.1 841.9 68.2 1365.7 56.9 489.1 59.0 516.30 · 37 14.94 9.04 14.79 .015 .045 .015 .000 512.30 2647.53 .005425 40. 40. 40. 0 O 0 .00 231.23 2878.76 *SE~NO 38670.000 ,70 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= i '~I~RC-iET= 260.000 ~r.~CL~ 529.20 EL~NCR= 529.20 38670.000 10.46 522.86 .00 .00 524.21 1.35 .27 .02 516.40 14200.0 281.7 13666.0 252.4 77.4 1441.1 64.8 490.8 59.2 516.40 .37 3.64 9.48 3.91 .065 .045 .060 .000 512.40 2646.06 .... .005562 50. 50. 50. 2 0 0 .00 233.93 2879.99 I 288EP90 14:47:43 PAGE 75 SECNO DEPTH CWSEL CRIWS WSELK E~ HV RT. OLOSS L-BANK ELEV ~ QLOE QCH QROB ALOB ACH AROB VOL TWA R-~ARK ELEV TI. ME ~-LOB VCH VROB XNL XNCH XNR WTN ELM~N SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID liNDST 'SR~O 39720.000 -3280 CROSS SECTION 39720.00 EX"I~NDED .44 FEET 3301 I~ CHANGED MOPE THAN HVINS 3302 WAI~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPT. ABLE RANGE, KRATIO = 1.42 39720.000 9.94 526.94 .00 .00 527.17 .23 2.84 .11 519.00 14200.0 5891.6 912.1 7396.3 1742.0 124.1 2112.4 528.9 68.8 518.80 · 43 3.38 7.35 3.50 .065 .045 .060 .000 517.00 1000.00 · 002769 25. 1050. 750. 2 0 0 .00 1510.96 2510.96 'SECNO 41180.000 41180.000 9.85 529.25 .00 .00 529.31 .06 2.12 .02 521.20 9900.0 6141.2 576.4 3182.4 4269.1 146.8 1471.3 689.0 128.5 521.20 .65 1.44 3.93 2.16 .065 .045 .060 .000 519.40 778.18 .000768 1300. 1460. 1600. 4 0 0 .00 2204.01 2982.19 "SECNO 41950.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .41 41950.000 9.40 530.20 .00 .00 530.60 .40 1.19 .10 522.10 9900.0 4094.3 1509.1 4296.7 1219.4 163.6 1011.0 762.2 159.8 522.60 · 69 3.36 9.23 4,25 .065 .045 .060 .000 520.80 943.77 .004543 770. 770. 770. 2 0 0 .00 1333.53 2277.30 *SEC'NO 42050.000 3685 20 TRIALS ATTEMI~fED WSEL,CWSEL 3693 P~OHABLEMINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSU~4~D 420§0.000 10.42 531.42 531.42 .00 532.24 .81 .46 .13 522.30 9900.0 3502.4 4628.5 1769.i 1396.1 451.7 738.6 767.9 163.1 523.00 .70 2.51 10.25 2.40 .065 .045 .060 .000 521.00 864.18 .004612 100. 100. 100. 20 8 0 .O0 1609.96 2474.14 I 268E1~90 14:47:43 PAGE 76 S~CLAL BRIDGE 8B XK XKOB COFQ P~LEN BWC BWP BAR~A SS ELCHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *$ECNO 42090.000 3301 HV CEAR~ED MORE 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KEATIO = 9.52 546.79 532.34 .00 3927. 6026. 474. 476. 527.10 529.70 79. 42090.000 16.11 537,11 .00 .00 537.22 .01 4.88 .00 522.30 9900.0 4721.4 1042.1 4136.6 8311.4 713.6 7494.8 776.7 165.3 523.00 .71 .57 1.46 .55 .065 .045 ,060 .000 521.00 288.40 .000051 40. 40. 40. 0 0 2 .00 3127.06 3415.46 *SECNO 42170.000 42170.000 16.41 537.11 .00 .00 537.12 .00 .00 .00 522.00 9900.0 4808.0 354.3 4737.6 9424.7 296.7 9047.9 809.1 171.1 522.50 .76 .51 1.19 .52 .065 .045 .060 .000 520.70 288.52 .000034 80. 80. 80. 2 0 0 .00 3135.15 3423.67 SE~'NO 44200.000 ,302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42 44200.000 12.31 537.21 .00 .00 537.23 .02 .11 .00 526.80 9900.0 3090.8 1030.8 5778.4 3184.7 47g.8 6003.9 1312.3 263.7 531.90 1.15 .97 2.15 .96 .065 .045 .060 .000 524.90 957.08 .000192 1800. 2030. 1300. 2 0 0 .00 2155.33 3112.40 26SEP90 14:47:43 PAGE 77 SECNO DEFTH CWSEL CRIWS WSELK EG HV ~L OLOSS L-BANK ELEV Q QLOB QCH QROE ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB ~ XNCE XNR WTN ELMIN SSTA SLOPE XLOBL X~CH ~O~R ITRIAL IDC ICONT COl~2%R TOPWID ENDST tS~CNO 45820.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 45820.000 6.77 538.57 538.57 .00 539.37 .80 .76 .23 533.00 9900.0 4535.2 2078.4 3286.4 898.2 168.3 680.1 1466.7 309.0 533.10 1.20 5.05 12.35 4.83 .065 .045 .060 .000 531.80 1407.61 .012447 1400. 1620. 1000. 20 11 0 .00 1151.67 2597.23 *SECNO 47450.000 3301 HV CHANGED MORE THAN 3302 WARNINg= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.73 47450.000 12.00 544.10 .00 .00 544.25 .14 4.81 .07 535.80 9900.0 6072.2 1246.0 2581.8 2912.4 204.5 994.5 1554.3 348.6 535.40 1.34 2.08 6.09 2.60 .065 .045 .060 .000 532.10 1226.65 .001672 1250. 1630. 1350. 6 0 0 .00 1529.11 2755.77 'sECNO 47540.000 47540.000 12.98 544.18 .00 .00 544.38 .20 .12 .02 542.30 9900.0 45S7.2 3807.5 1525.3 2792.8 700.5 977.0 1560.4 351.2 542.20 1.35 1.$4 5.44 1.56 .065 .045 .060 .000 531.20 138.51 .001747 10. 90. 200. 2 0 0 .00 2041.52 2180.03 · SECNO 47640.000 -- 3280 CROSS SECTION 47640.00 EXTENDED .12 FEET 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO = 1.47 47640.000 13.72 544.42 .00 .00 544.51 .09 .11 .01 541.80 9900.0 5072.1 2977.6 1850.3 ~844.4 761.2 1428.8 1572.5 356.1 541.70 1.36 1.32 3.91 1.30 .065 .04§ .060 .000 530.70 50.00 .000810 100. 100. 100. 2 0 0 .00 2174.65 2224.65 26SEP90 14: 47: 43 PAGE 78 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROS ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH %rROB X1Th XNCH ~ WTN ELMIN SS~A SLOPE XLO~L XLCH XLOBR ITRIAL IDC ICONT CORA~ TOPWlD ENDST SPECIAL BRIDGE 5227 DOWNST~J~M E'LEV IS 541.53 , NOT 544.42 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW cONTROLSJ SB XK XKOR COFQ RDLEN BWC BWP BA~EA SS ELC~U ELCND 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 *SECNO 47670.000 3280 C~SS SECTION 47670.00 EXTENDED 6.04 FEET 3302 WA/~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 5.71 ~ESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPR~ EGLWC B3 Q~EIR QPR BAREA TRAPEZOID ELLC ELTRD WEI~LN AREA I 265EP90 14:47=43 PAGE 79 THIS RUN EXECUTED 26SEP90 14:48:38 ************************************************** NEC2 RELEASE DATED SEP 88 UPDATED JUN 1990 E~ROR CORR - 01,02,03,04 F~DIFICATION - ************************************************** NOTE- A~TERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF E~ORS LIST GRAPEVINE CPJ[EK SUMMARY PRINTOUT SECNO CWSEL Q ELMIN ~CH TOPWID SSTA ENDST 27620.000 492.50 6700.00 475.50 .00 232.51 1520.83 2007.37 27620.000 494.68 9400.00 475.50 .00 481.38 1437.15 2016.81 27620.000 495.60 10500.00 475.50 .00 590.55 1430.25 2020.80 27620.000 499.50 13400.00 475.50 .00 727.23 1350.00 2077.23 30130.000 500.67 6700.00 483.70 2510.00 155.08 2066.21 2221.28 30130.000 502.04 9400.00 483.70 2510.00 233.99 1992.49 2226.48 30130.000 502.18 10500.00 483.70 2510.00 242.29 1989.12 2231.41 x 30130.000 501.72 13400.00 483.70 2510.00 222.30 1999.60 2221.89 30189.000 500.74 6700.00 486.80 59.00 93.92 2155.92 2249.84 30189.000 502.02 9400.00 486.80 59.00 97.87 2153.99 2251.86 30189.000 502.14 10500.00 486.80 59.00 98.13 2153.92 2252.05 30189.000 501.75 13400.00 486.80 59.00 97.06 2154.38 2251.44 * 30190.000 500.65 6700.00 486.80 1.00 86.66 2156.05 2249.71 * 30190.000 501.89 9400.00 486.80 1.00 90.48 2154.17 2251.65 * 30190.000 501.97 10500.00 486.80 1.00 90.75 2154.04 2251.79 * 30190.000 501.37 13400.00 486.80 1.00 88.90 2154.95 2250.85 30200.000 500.82 6700.00 486.80 10.00 87.20 2155.79 2249.98 30200.000 502.18 9400.00 486.80 10.00 91.12 2154.00 2252.12 30200.000 502.40 10500.00 486.80 10.00 91.46 2154.00 2252.46 30200.000 503.20 13400.00 486.80 10.00 92.73 2154.00 2253.73 * 30201.000 501.10 6700.00 486.80 1.00 95.05 2155.36 2250.42 * 30201.000 502.64 9400.00 486.80 1.00 99.19 2153.66 2252.85 ~ 30201.000 502.98 10500.00 486.80 1.00 99.89 2153.48 2253.37 * 30201.000 504.18 13400.00 486.80 1.00 102.90 2152.34 2255.25 30250.000 501.55 6700.00 483.80 49.00 205.24 2016.50 2221.74 30250.000 503.47 9400.00 483.80 49.00 307.04 1962.83 2269.87 30250.000 504.02 10500.00 483.80 49.00 337.50 1950.46 2287.96 * 30250.000 505.77 13400.00 483.80 49.00 439.15 1911.71 2350.86 1 26SEP90 14:47:43 PAGE 80 SECNO CWSEL Q ELMIN XLCH TOPWID SSTA ENDST 31310.000 503.64 6700.00 487.80 1060.00 193.59 1714.93 1908.52 31310.000 505.56 9400.00 487.80 1060.00 382.20 1530.27 1912.47 31310.000 506.15 10500.00 487.80 1060.00 419.11 1494.60 1913.71 31310.000 507.67 13400.00 487.80 1060.00 542.50 1374.36 1916.85 31420.000 503.88 6700.00 488.30 110.00 125.50 1794.75 1920.25 31420.000 505.67 9400.00 488.30 110.00 135.88 1789.56 1925.44 31420.000 506.22 10500.00 488.30 110.00 139.07 1787.96 1927.04 31420.000 507.58 13400.00 488.30 110.00 146.95 1784.03 1930.97 w 31464.000 503.91 6700.00 488.30 44.00 125.65 1794.67 1920.33 * 31464.000 505.71 9400.00 488.30 44.00 136.11 1789.44 1925.56 ~ 31464.000 506.27 10500.00 488.30 44.00 139.33 1787.83 1927.17 * 31464.000 507.63 13400.00 488.30 44.00 147.26 1783.87 1931.13 31470.000 503.85 6700.00 488.40 6.00 118.01 17~5.49 1919.51 31470.000 505.63 9400.00 488.40 6.00 128.71 1790.14 1924.86 31470.000 506.17 10500.00 488.40 6.00 131.99 1788.51 1926.49 31470.000 507.51 13400.00 488.40 6.00 140.05 1784.47 1930.53 31503.000 503.86 6700.00 488.90 33.00 118.13 1795.44 1919.56 31503.000 505.65 9400.00 488.90 33.00 128.86 1790.07 1924.93 31503.000 506.19 10500.00 488.90 33.00 132.14 1788.43 1926.57 31503.000 507.54 13400.00 488.90 33.00 140.24 1784.38 1930.62 31509.000 503.94 6700.00 489.00 6.00 124.65 1795.18 1919.82 31509.000 505.76 9400.00 489.00 6.00 135.54 1789.73 1925.27 31509.000 506.32 10500.00 489.00 6.00 138.90 1788.05 1926.95 31509.000 507.70 13400.00 489.00 6.00 147.21 1783.90 1931.10 31515.000 503.89 6700.00 489.00 6.00 118.30 1795.35 1919.65 31515.000 505.69 9400.00 489.00 6.00 129.12 1789.94 1925.06 31515.000 508.25 10500.00 489.00 6.00 132.44 1788.28 1926.72 31515.000 507.61 13400.00 489.00 6.00 140.65 1784.17 1930.83 31548.000 503.91 6700.00 489.50 33.00 118.43 1795.29 1919.71 31548.000 505.71 9400.00 489.50 33.00 129.27 1789.86 1925.14 31548.000 506.27 10500.00 489.50 33.00 132.61 1788.19 1926.81 31548.000 507.64 13400.00 489.50 33.00 140.85 1784.07 1930.93 31554.000 503.96 6700.00 489.60 6.00 123.70 1795.65 1919.35 31554.000 505.79 9400.00 489.60 6.00 134.99 1790.00 1925.00 31554.000 506.36 10500.00 489.60 6.00 138.49 1788.25 1926.75 31554.000 507.75 13400.00 489.60 6.00 147.13 1783.93 1931.07 31750.000 504.48 6700.00 488.64 196.00 218.60 1021.55 1240.15 31750.000 506.48 9400.00 488.64 196.00 233.47 1013.16 1246.62 31750.000 507.12 10500.00 488.64 196.00 238.26 1010.45 1248.71 31750.000 508.70 13400.00 488.64 196.00 250.08 1003.78 1253.85 i 268EP90 14: 47: 43 PAGE 81 SECNO CWSEL Q ELMIN XLCH TOPWID SSTA ENDST 32740.000 504.95 6700.00 493.07 990.00 222.46 1027.48 1249.94 32740.000 507.00 9400.00 493.07 990.00 239.62 1018.84 1258.47 32740.000 507.67 10500.00 493.07 990.00 245.24 1016.02 1261.26 32740.000 509.31 13400.00 493.07 990.00 258.99 1009.10 1268.09 33537.000 505.57 6700.00 493.10 797.00 235.79 1052.02 1287.81 33537.000 507.60 9400.00 493.10 797.00 247.90 1045.97 1293.86 33537.000 508.28 10500.00 493.10 797.00 251.95 1043.94 1295.89 33537.000 509.94 13400.00 493.10 797.00 261.86 1039.05 1300.91 33727.000 505.80 6700.00 493.10 190.00 237.16 1051.39 1288.55 33727.000 507.81 9400.00 493.10 190.00 249.07 1045.44 1294.52 33727.000 508.49 10500.00 493.10 190.00 253.10 1043.43 1296.54 33727.000 510.14 13400.00 493.10 190.00 262.92 1038.53 1301.45 * 33737.000 505.75 6700.00 493.10 10.00 236.89 1051.52 1288.41 * 33737.000 507.75 9400.00 493.10 10.00 248.72 1045.62 1294.34 * 33737.000 508.42 10500.00 493.10 10.00 252.71 1043.63 1296.34 * 33737.000 510.06 13400.00 493.10 10.00 262.45 1038.77 1301.22 33752.000 505.83 6700.00 493.10 15.00 237.33 1051.31 1288.63 33752.000 507.83 9400.00 493.10 15.00 249.18 1045.39 1294.57 33752.000 508.50 10500.00 493.10 15.00 253.20 1043.38 1296.58 33752.000 510.15 13400.00 493.10 15.00 262.99 1038.50 1301.49 * 33762.000 506.02 6700.00 493.10 10.00 238.49 1050.73 1289.21 33762.000 508.06 9400.00 493.10 10.00 250.55 1044.71 1295.26 33762.000 508.75 10500.00 493.10 10.00 254.66 1042.65 1297.32 * 33762.000 510.44 13400.00 493.10 10.00 264.68 1037.66 1302.34 34045.000 506.30 6700.00 493.10 283.00 244.88 1045.27 1290.15 34045.000 508.32 9400.00 493.10 283.00 258.41 1037.78 1296.19 ~404~.000 §09.01 10500.00 493.10 283.00 263.05 1035.20 1298.27 34045.000 510.70 13400.00 493.10 283.00 274.39 1028.93 1303.33 * 34330.000 506.54 6700.00 498.07 285.00 236.65 1048.19 1284.84 * 34330.000 508.52 9400.00 498.07 285.00 251.68 1040.05 1291.72 * 34330.000 509.21 10500.00 498.07 285.00 256.91 1037.21 1294.12 34330.000 510.89 13400.00 498.07 285.00 269.69 1030.28 1299.97 34870.000 507.95 6700.00 501.26 540.00 237.80 1043.14 1280.94 34870.000 509.60 9400.00 501.26 540.00 249.44 1036.82 1286.26 34870.000 510.22 10500.00 501.26 540.00 253.80 1034.46 1288.26 34870.000 511.77 13400.00 501.26 540.00 264.70 1028.54 1293.24 35450.000 509.47 6700.00 500.90 580.00 226.00 1037.08 1263.08 35450.000 510.94 9400.00 500.90 580.00 234.91 1032.58 1267.49 35450.000 511.50 10500.00 500.90 580.00 238.33 1030.85 1269.19 35450.000 513.01 13400.00 500.90 580.00 282.99 1017.33 1300.32 i 26SEP90 14:47:43 PAGE 82 SECNO CWSEL Q ELMIN ~(LCH TOPWID SSTA ENDST 35570.000 509.76 6700.00 500.90 120.00 227.72 1036.21 1263.93 35570.000 511.22 9400.00 500.90 120.00 236.58 1031.74 1268.32 35570.000 511.78 10500.00 500.90 120.00 239.99 1030.02 1270.01 35570.000 513.31 13400.00 500.90 120.00 287.40 1013.39 1300.79 * 35770.000 510.10 7300.00 499.81 200.00 223.77 1043.09 1266.85 * 35770.000 511.54 10000.00 499.81 200.00 235.04 1037.37 1272.40 ~ 35770.000 512.08 11200.00 499.81 200.00 239.30 1035.20 1274.50 35770.000 513.60 14200.00 499.81 200.00 251.28 1029.12 1280.40 ~ 35970.000 510.81 7300.00 499.41 200.00 144.85 1058.57 1203.43 · 35970.000 512.10 10000.00 499.41 200.00 155.27 1054.69 1209.95 " 35970.000 512.60 11200.00 499.41 200.00 160.53 1052.30 1212.83 · 35970.000 514.02 14200.00 499.41 200.00 180.33 1040.70 1221.03 36140.000 510.95 7300.00 501.00 170.00 139.74 1096.13 1235.87 36140.000 512.28 10000.00 501.00 170.00 147.71 1092.15 1239.85 36140.000 512.80 11200.00 501.00 170.00 150.78 1090.61 1241.39 36140.000 514.22 14200.00 501.00 170.00 159.34 1086.33 1245.67 36360.000 511.31 7300.00 501.40 220.00 139.47 1075.26 1214.74 36360.000 512.72 10000.00 501.40 220.00 147.88 1071.06 1218.94 36360.000 513.26 11200.00 501.40 220.00 151.17 1069.41 1220.59 36360.000 514.72 14200.00 501.40 220.00 159.92 1065.04 1224.96 38285.000 511.32 7300.00 502.00 105.00 125.95 1019.03 1144.97 38285.000 512.71 10000.00 502.00 105.00 134.25 1014.88 1149.12 38285.000 513.24 11200.00 502.00 105.00 137.47 1013.27 1150.73 38285.000 514.68 14200.00 502.00 105.00 146.07 1008.97 1155.04 * 38290.000 511.33 7300.00 502.00 5.00 126.01 1019.00 1145.00 * 38290.000 512.72 10000.00 502.00 5.00 134.31 1014.84 1149.16 * 38290.000 513.25 11200.00 502.00 5.00 137.54 1013.23 1150.77 * 38290.000 514.69 14200.00 502.00 5.00 146.14 1008.93 1155.07 38340.000 511.10 7300.00 502.20 50.00 105.63 2712.19 2817.81 38340.000 512.37 10000.00 502.20 50.00 110.69 2709.66 2820.34 38340.000 512.84 11200.00 502.20 50.00 112.61 2708.70 2821.30 38340.000 514.14 14200.00 502.20 50.00 117.78 2706.11 2823.89 * 38360.000 516.35 7300.00 511.30 20.00 196.46 2666.48 2862.94 * 38360.000 517.20 10000.00 511.30 20.00 202.22 2663.34 2865.56 * 38360.000 517.52 11200.00 511.30 20.00 204.38 2662.16 2866.54 * 38360.000 518.33 14200.00 511.30 20.00 209.93 2659.14 2869.07 * 38380.000 517.81 7300.00 511.40 20.00 206.35 2661.09 2867.44 * 38380.000 518.60 10000.00 511.40 20.00 211.78 2658.13 2869.91 * 38380.000 518.94 11200.00 511.40 20.00 214.07 2656.88 2870.95 * 38380.000 519.74 14200.00 511.40 20.00 219.50 2653.92 2873.42 I 265EP90 14~47=43 PAGE 83 SECNO CWSEL Q ELMIN XLCH TOPWID SSTA ENDST 38420.000 518.10 7300.00 511.50 40.00 207.64 2660.39 2868.03 38420.000 518.98 10000.00 511.50 40.00 213.66 2657.11 2870.77 38420.000 519.35 11200.00 511.50 40.00 216.18 2655.73 2871.91 38420.000 520.22 14200.00 511.50 40.00 222.10 2652.51 2874.61 38500.000 519.57 7300.00 511.80 80.00 215.61 2656.05 2871.65 38500.000 520.47 10000.00 511.80 80.00 221.77 2652.69 2874.46 38500.000 520.84 11200.00 511.80 80.00 224.29 2651.32 2875.60 38500.000 521.69 14200.00 511.80 80.00 230.04 2648.18 2878.22 38580.000 520.06 7300.00 512.20 80.00 216.28 2655.68 2871.96 38580.000 520.98 10000.00 512.20 80.00 222.52 2652.28 2874.80 38580.000 521.35 11200.00 512.20 80.00 225.04 2650.90 2875.94 38580.000 522.22 14200.00 512.20 80.00 230.92 2647.70 2878.62 38620.000 520.13 7300.00 512.30 40.00 216.03 2655.81 2871.85 38620.000 521.08 10000.00 512.30 40.00 222.50 2652.29 2874.79 38620.000 521.47 11200.00 512.30 40.00 225.11 2650.86 2875.98 38620.000 522.37 14200.00 512.30 40.00 231.23 2647.53 2878.76 JUb?O.O00 5Z0.~1 7300.00 512.40 50.00 217.92 2854.79 2872.70 38670.000 521.50 10000.00 512.40 50.00 224.69 2651.09 2875.79 38670.000 521.91 11200.00 512.40 50.00 227.48 2649.59 2877.04 38670.000 522.86 14200.00 512.40 50.00 233.93 2646.06 2879.99 39720.000 524.63 7300.00 517.00 1050.00 597.12 1517.26 2114.38 39720.000 525.64 10000.00 517.00 1050.00 676.32 1501.01 2177.33 39720.000 526.04 11200.00 517.00 1050.00 960.03 1251.41 2211.44 · 39720.000 526.94 14200.00 517.00 1050.00 1510.96 1000.00 2510.96 * 41180.000 527.63 5100.00 519.40 1460.00 1098.40 983.45 2776.94 * 41180.000 528.40 7000.00 519.40 1460.00 1959.71 886.21 2845.93 * 41180.000 528.67 7900.00 519.40 1460.00 2041.00 850.67 2891.67 41180.000 529.25 9900.00 519.40 1460.00 2204.01 778.18 2982.19 * 41950.000 528.65 5100.00 520.80 770.00 359.03 1664.08 2023.11 * 41950.000 529.39 7000.00 520.80 770.00 622.65 1213.66 2072.71 = 41950.000 529.66 7900.00 520.80 770.00 1043.49 994.17 2090.88 = 41950.000 530.20 9900.00 520.80 770.00 1333.53 943.77 2277.30 * 42050.000 527.92 5100.00 521.00 100.00 79.00 1763.00 1842.00 t 42050.000 530.89 7000.00 521.00 100.00 1323.82 923.44 2247.26 * 42050.000 531.09 7900.00 521.00 100.00 1395.65 901.34 2296.99 * 42050.000 531.42 9900.00 521.00 100.00 1609.96 864.18 2474.14 * 42090.000 530.98 5100.00 521.00 40.00 1359.02 912.61 2271.83 * 42090.000 534.81 7000.00 521.00 40.00 2544.78 537.95 3082.73 t 42090.000 535.40 7900.00 521.00 40.00 2728.92 459.03 3187.96 * 42090.000 537.11 9900.00 521.00 40.00 3127.06 288.40 3415.46 i 26SEP90 14:47:43 PAGE 84 SECNO CWSEL Q ELMIN ~CH TOPWID SSTA ~NDST ' 42170.000 531.43 5100.00 520.70 80.00 1860.59 821.74 2682.33 42170.000 534.83 7000.00 520.70 80.00 2572.94 526.53 3099.47 42170.000 535.42 7900.00 520.70 80.00 2748.10 453.94 3202.04 42170.000 537.11 9900.00 520.70 80.00 3135.15 288.52 3423.67 " 44200.000 532.60 5100.00 524.90 2030.00 1200.83 1524.88 2725.71 * 44200.000 534.83 7000.00 524.90 2030.00 1898.68 1141.52 3040.19 · 44200.000 535.57 7900.00 524.90 2030.00 2015.59 1047.14 3062.73 t 44200.000 537.21 9900.00 524.90 2030.00 2155.33 957.08 3112.40 45820.000 538.58 5100.00 531.80 1620.00 1158.59 1403.88 2598.59 * 45820.000 537.99 7000.00 531.80 1620.00 798.42 1591.95 2544.61 = 45820.000 538.30 7900.00 531.80 1620.00 1024.01 1475.49 2572.55 = 45820.000 538.57 9900.00 531.80 1620.00 1151.67 1407.61 2597.23 47450.000 542.42 5100.00 532.10 1630.00 1072.49 1519.04 2591.54 47450.000 543.44 7000.00 532.10 1630.00 1374.51 1319.71 2694.23 47450.000 543.63 7900.00 532.10 1630.00 1416.65 1295.38 2712.03 · 47450.000 544.10 9900.00 532.10 1630.00 1529.11 1226.65 2755.77 47540.000 542.18 5100.00 531.20 90.00 1242.52 553.53 1911.92 47540.000 543.48 7000.00 531.20 90.00 1906.02 227.58 2136.21 47540.000 543.69 7900.00 531.20 90.00 1949.21 200.52 2149.74 47540.000 544.18 9900.00 531.20 90.00 2041.52 138.51 2180.03 47640.000 543.35 5100.00 530.70 100.00 1977.90 181.40 2159.30 47640.000 543.78 7000.00 530.70 100.00 2063.05 123.53 2186.58 47640.000 543.98 7900.00 530.70 100.00 2102.22 96.28 2198.50 47640.000 544.42 9900.00 530,70 100,00 2174.65 50.00 2224.65 * 47670.000 546.04 5100.00 530.70 30.00 2250.00 50.00 2300.00 ~ 47670.000 547.82 7000.00 530.70 30.00 2250.00 50.00 2300.00 ~ 47670.000 548.59 7900,00 530.70 30,00 2250.00 50.00 2300.00 · 47670.000 550.34 9900.00 530.70 30.00 2250.00 50.00 2300.00 47720.000 546.05 5100.00 531.00 50.00 2250.00 50.00 2300.00 47720.0Q0 547.82 7000.00 531.00 50.00 2250.00 50.00 2300.00 47720.000 548.59 7900.00 531.00 50.00 2250.00 50.00 2300.00 47720.000 550.34 9900.00 531,00 50.00 2250.00 50.00 2300.00 * 48350.000 546.08 5100.00 535.40 630.00 1459.95 1265.58 2725.52 * 48350.000 547.84 7000.00 535.40 630.00 1836.25 1063.75 2900.00 * 48350.000 548.61 7900.00 535.40 630.00 1865.65 1034.35 2900.00 ~ 48350.000 550.35 9900.00 535.40 630.00 1900.00 1000.00 2900.00 i 26SF...Pg0 14: 47: 43 PAGE 85 SUMMARY OF ERRORS AND SPECIAL NOTES WA.~NING SECNO~ 30130.000 PBOFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~a. RNING SECNO~ 30190.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~StRNING SECNO~ 30190,000 P~FILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 30190.000 PROFILE= 3 CONVEYANCE CHANG~ OUTSIDE ACCEPT. ABLE RANGE WARNING SECNO= 30190.000 PROFILE~ 4 CONVEYANCE CHANGE OUTSIDE ACCEI:T_a, BLE RANGE WAENING SECNO= 30201.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~NING S~CNO= 30201.000 PROFILe= 2 CONVEYANCE CHANG~ OUTSIDE ACCEI~TABLE RANGE 'WARNING SECNO~ 30201.000 PROFILE~ 3 CONVEYANCE CHAN~E 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= 31464.000 PROFILE= i CONVEYANCE C~%NGE OUTSIDE ACCEPTABLE RANGE WAP. NING SECNO= 31464.000 PROFILE- 2 CONVEYANCE C]~%NGE OUTSIDE ACCEPTABLE RAN~-E WARNING SECNO= 31464.000 PROFILE= 3 CONVEYANCE C~NGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31464.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA.RNING SECNO= 33737.000 PROFILE= I CONVEYABCE C~%NGE OUTSIDE ACCEPTABLE RANGE WARRING SECNO= 33737.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE BARGE WARNING SECNOm 33737.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAR.NING SECNOm 33737.000 PROFILE' 4 CONVEYANCE C~%NGE OUTSIDE ACCEPTABLE RANGE WAANING SECNO- 33762.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPT. A~LE RANGE WARNING SECNO= 33762.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 33762.000 PROFILE= 3 CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE W;tP.NING SECNO- 33762.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~'ARNING SECNO= 34330.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~'Az~NING SECNO~ 34330.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34330.000 PROFILE~ 3 CONVEYANCE C~%NGE OUTSIDE ACCEPTABLE RANGE WARNING SEC'NO= 35770.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~NING 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= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 35970.000 PROFILE= 2 CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WAR.NING SECNO~ 35970.000 PROFILE= 3 CONVEYANCE C~ANGE OUTSIDE ACCEPTABLE RAR~E W~_RNING SECNO= 35970.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38290.000 PROFILE= I CONVEYANCE C~NGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 38290.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA.~NING SECNO- 38290.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA.~NING SECNO= 38290.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPT. A~LE RANGE CAUTION SECNO~ 38360.000 PROFILE~ 1 CRITICAL DEPTH ASSUMED CAUTION SECNO=- 38360.000 PROFILE- i PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 38360.000 PROFILE= i 20 TRIALS ATTEMI~i'ED TO BALARCE WSEL CAD~TION SECNO= 38360.000 P~FILE~ 2 CRITICAL DEPTH A~SUMED I 26SEP90 14:47:43 PAGE CA~TION SECNO= 38360.000 PROFILE~ 2 PROBABLE MINIMUM SPECIFIC ENERGY CAi~TION SECNO= 38360.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAt. ION SECNO= 38360.000 PROFILE- 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 38360.000 PROFILE- 3 PROBABLE MINIMUM SPECIFIC ENERGY CAb~ION SECNO= 38360.000 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 38360.000 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 38360.000 PROFILE= 4 PROBABLE MINIMUM SPECIFIC E~gEROY CAUTION SECNO= 38360.000 PEOFILE= 4 20 TRIALS A~?2G~I'ED TO BALANCE WSEL CAUTION SECNO~ 38380.000 PROFTLE= I CRITICAL DEPT~ ASSUMED CAUTION SECNO= 38380.000 PEOFILE= I PROBJtBLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 38380.000 PEOFILE= i 20 TRIALS ATTEMPTED TO ~B~J~NCE WSEL CAUTION SECNO= 38380.000 PROFILE= 2 CRITICAL DEI~TH ASSUMED CAUTION SECNO= 38380.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO~ 38380.000 PROFILE= 2 20 TRIALS ATTEMlWI~ED TO BALA~CE WSEL CAUTION SECNO= 38380. 000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO~ 38380.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO~ 38380.000 PROFILE= 3 20 TRIALS AT~'EMI~i'ED TO BALANCE WSEL CAUTION SECNO= 38380.000 PEOFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 38380.000 PEOFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNOz 38380.000 PROFILE= 4 20 TRIALS ATTF2fFTED TO HALANCE WSEL WAS~NING SECI~O= 38500.000 FROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 38500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING -qECNO- 38500.000 PEOFILE= 3 COIq'v'EYAI~CE CHANGE OUTSIDE ACCEPT/aBLE RANGE WARNING SECNO= 39720.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPT. A~LE RANGE WARNING SECNO= 41180.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE EAiqGE WARNING SECNO= 41180.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PEOFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE~ 2 CONVEYARCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PEOFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE i~NGE WARNING SECNO= 41950.000 PEOFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE ~J~NGE CAUTION SECNOz 42050.000 PROFILE= I CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= I MINIMUM SPECIFIC ENERGY CAUTION SECNO~ 42050.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 2 PROBABLE MINIMlJM SPECIFIC ENERGY CAUTION SECNO~ 42050.000 PROFILE= 2 20 TEIALS A~'I~EMi~TED TO BALANCE WSEL CAUTION SECNO= 42050.000 PEOFILE- 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE- 3 20 TRIALS ATTF2fPTED TO BALANCE WSEL CAUTION SECNO= 42050.000 PEOFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PEOFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE- 4 20 TRIALS ATTEMPTED TO BALANCE WSEL WA.:~NING SECNO= 42090.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAENING SECNO= 42090.000 PROFILE= 4 CONVEYANCE CHANGE Ob"~SIDE ACCEPTABLE RANGE I 26SEP90 14: 47: 43 PAGE 87 WABRING SECNO= 42170.000 PROFILE= i CON~'EYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= i CONVEYANCE CHA~NGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE~ 2 CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WARNING SECNOz 44200.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PJ~NGE WARNING SECNO= 44200.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 45820.000 PROFILE= 2 CRITICAL DE!~TH ASSUMED CAUTION SECNO= 45820.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 45820.000 PROFILED 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 45820.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO~ 45820.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO~ 45820.000 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO~ 45820.000 PROFILE= 4 CRITICAL DEP'rH ASSUMED CAUTION SECNO= 45820.000 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNOz 45820.000 PROFILE= 4 20 T~IALS ATT~-MP~'ED TO B~tLANCE WSEL WARNING SECNO= 47450.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 47450.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPT. ABLE RANGE WARNING SECNO~ 47450.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPT./tBLE RANGE WARNING SECNOz 47540.000 PROFILE- i CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= i 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 WABi~ING SECNO- 47640.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAP~NING SECNO= 47670.000 PROFILE= I CONVEYANCE CHANGE CUTSIDE ACCEPTABLE RANGE WA/~NING SECNO~ 47670.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47670.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO~ 47670.000 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 47670.000 PROFILE~ 4 CONVEYANCE CHANGE OUTSIDE ACCEI~TABLE RANGE WARNING SECNO= 48350.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 48350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA.~NING SECNO= 48350.000 PROFILE= 3 CONVEYANCE CHARGE OUTSIDE ACCEI~TABLE RANGE WARNING SECNO= 48350.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I I ' i I ! I I APPE/VDIX G PROPOSED CONDITION'S FLOODWAY HEC-2 MODEL ! ! ! " WATER SURFACE PROFILES * · U.S. ARMY CORPS OF ENGINEERS · VERSION OF SEPTEMBER 1988 * * THE HYDROLOGIC ENGINEF.~NG CENTE · EI~ROR: 01,02,03,04 · * 609 SECOND STREET, SUITE D · U~DATED: JUNE 1990 * ~ DAVIS, CALIFORNIA 95616-4687 · RUN DA~E 28SEP90 TIME 07:46:27 * * (916) 756-1104 X X X3OOQOO~ XXXXX XXX3(X X X X X X X X X X X X X XXXXXXX X~XX X X3OO(X XXXXX X X X X X X X X X X X X X X3OO(X3(X XXXXX XXXXXXX END OF BANNER I 28SEP90 07: 46: 27 PAGE i THIS RUN EXECUTED 28SEP90 07:46:27 ************************************************** H~C2 RELEASE DATED SRP 88 UPDATED JUN 1990 EP. ROR COP, R - 01,02,03,04 MODIFICATION - T1 GBAPEVINE CREEK, COPPELL,DALLA~ COUNTY,TEXAS-ACTUAL EXIS. COND. + DROP T2 100 ~ F.I.S. IMP. CHANNEL FROM SW TO 635 · FREEPORT + DROP + SW & R.R T3 C~EVINE CREEK SG~NC2.DAT SHOi~ VERSION J1 ICRECK INQ NINV IDIR STRT .~"TRIC HVINS Q WSEL FQ 0 4 0 0 0 0 0 0 495.60 J2 k-PROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW C~NIM ITRACE I -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110. 200. QT 6. 6700. 9400. 10500. 13400. 11300. 10500. NC .065 .07 .045 .1 .3 ET. 4.4 ******NOTE:-qB CARD WEIR COEFF CHG'D TO -2.5 TO Ia~TCH FIS STARTING WSEL FI~I)M KIMLEY HORN FIS LrPDATE MAY 1990 X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 508.7 1100 503.0 1200 498.8 1300 497.0 1400 G.R 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 GA 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 GA 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 PROFILE SECTION T - SUIIVEY SECTION 19 X1 30130 20 2180 2222 1600 2000 2510 -0.1 GA 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GA 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 GA 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 NC .3 .5 ET. 90.2 I 288EP90 07:46=27 PAGE 2 X1 30189 42 2138 2263 59 59 59 GA 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 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 2187 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 2248 GR 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 -~T.LOUIS-SOUTtiWE-qT~RN R.R. Xi 30190 58 2138 2263 i 1 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GA 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GA 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 2180 510.4 2181 491.5 2181 487.2 2194 510.4 2194 510.4 2195 GA 487.2 2195 486.8 2207 510.4 2207 510.4 2208 488.8 2208 GIA 487.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 GA 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 513.7 2400 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 515.4 3000 515.6 3100 ET- 90.21 X1 30200 10 10 10 X2 i ET 90.2 X1 30201 42 2138 2263 I i 1 ~R 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GA 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GA 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 ~'~ 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 ~R 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 2248 GA 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 ~R 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 GA 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 ~R 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2400 GA 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 i 28SEP90 07:46:27 PAGE 3 ET- 8.1 1734 1920 X1 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 GA 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GA 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 GA 514.8 2200 515.8 2300 516.4 2400 516.8 2500 ET 8.1 1775. 1940. ******* BEGIN SECTIONS FOR PROPOSED SOUTHWESTERN BLVD. ****** X1 31420 14 1777 1938 110 110 110 GA 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GA 488.3 1840 488.3 1875 510.0 1938 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC .025 ET 8.1 1775. 1940. X1 31464 44 44 44 ET 8.1 1775. 1940. D.S. FACE OF W~ST~OUND SOUTHWESTERN BL~D. Xl 31470 23 1777 1938 6 6 6 BT 2 1777 513.0 510.0 1938 513.0 510.0 G'R 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 G!R 492.7 1829 510.0 1829 510.0 1832 491.7 1832 488.4 1840 GiR 488.4 1875 491.7 1883 510.0 1883 510.0 1886 492.7 1886 ~R 510.0 1938 511.0 1950 511.4 2000 513.2 2100 514.8 2200 515.8 2300 516.4 2400 516.8 2500 ET 8.1 1775. 1940. U.S. FACE OF WESTBOUND SOUTHWESTERN BLVD. X1 31503 23 1777 1938 33 33 33 BT 2 1777 513.0 510.0 1938 513.0 510.0 G'R 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GA 492.7 1829 510.0 1829 510.0 1832 491.7 1832 488.9 1840 ~ 488.9 1875 491.7 1883 510.0 1883 510.0 1886 492.7 1886 G"A 510.0 1938 511.0 1950 511.4 2000 513.2 2100 514.8 2200 G~ 515.8 2300 516.4 2400 516.8 2500 ET 8.1 1775. 1940. SECTION BETWEEN BRIDGES X1 31509 14 1777 1938 6 5 6 GA 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 489.0 1840 489.0 1875 510.0 1938 511.4 2000 513.2 2100 514.8 2200 515.8 2300 516.4 2400 516.8 2500 ET- 8.1 1775. 1940. D.$. FACE OF EASTBOUND SOUTH%~STERNBLVD. X1 31515 23 1777 1938 6 6 6 BT 2 1777 513.0 510.0 1938 513.0 510.0 GA 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 ~ 492.7 1829 510.0 1829 510.0 1832 491.7 1832 489.0 1840 ~ 489.0 1875 491.7 1883 510.0 1883 510.0 1886 492.7 1886 GR 510.0 1938 511.0 1950 511.4 2000 513.2 2100 514.8 2200 285EP90 07:46:27 PAGE 4 GA 515.8 2300 516.4 2400 516.8 2500 ET 8.1 1775. 1940. U.S. FACE OF F.A~TBOUND SOUTHWESTERN BLVD. X1 31548 23 1777 1938 33 33 33 BT 2 1777 513.0 510.0 1938 513.0 510.0 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 492.7 1829 510.0 1829 510.0 1832 491.7 1832 489.5 1840 GR 489.5 1875 491.7 1883 510.0 1883 510.0 1886 492.7 1886 GR 510.0 1938 511.0 1950 511.4 2000 513.2 2100 514.8 2200 G~ 515.5 2300 516.4 2400 516.8 2500 ET 8.1 1775. 1940. *******END SECTIONS FOR PROPOSED SOUTHWESTEP~N BLVD. X! 31554 14 1777 1938 6 6 6 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 489.6 1840 489.6 1875 510.0 1938 511.4 2000 513.2 2100 ~ 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. 166. 226. 196. 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 8.1 1000. 1293.5 HALFF ASSOC. 8URV. SECN. BB X1 32740. 13. 1000. 1293.5 990. 990. 990. ~ 511.47 1000. 495.57 1067. 493.77 1089. 493.57 1106. 495.77 1117. GR 493.27 1120. 493.07 1132. 493.17 1137. 494.37 1157. 493.67 1203. ~'4 510.37 1272.5 511.17 1286.5 512.67 1293.5 ET 8.1 1027. 1313. ****** BEGIN SECTIONS FOR PROPOSED RAILROAD BRIDGE ******* X1 33537. 49 1027.0 1313.0 900 650 797 {iR 514 1027 509.59 1040.1 509.17 1041.3 503.80 1057.3 503.38 1058.6 ~ 499.9 1069 499.61 1074.6 499.55 1075.8 499.3 1081 498.39 1091.8 ~ 498.3 1093 498.31 1093.1 499.3 1101 499.3 1109.1 499.3 1110.3 ~ 499.3 1126.3 499.3 1127.6 499.3 1128 497.6 1142 497.32 1143.6 ~ 497.12 1144.8 494.45 1160.8 494.24 1162.1 493.1 1169 495.20 1178.1 GiR 495.49 1179.3 496.1 1182 499.13 1195.3 499.41 1196.6 499.5 1197 ~R 499.6 1207 498.41 1212.6 498.14 1213.8 497.7 1216 495 1226 ~-~ 495.98 1229.8 496.30 1231.1 497.8 1237 498.9 1244 498.9 1247.1 ~ 498.9 1248.3 498.9 1264.3 498.9 1265.6 498.9 1268 503.47 1281.6 GR 503.89 1282.8 509.26 1298.8 509.67 1300.1 514 1313 i 28SEP90 07:46:27 PAGE 5 NC 0 0 .045 .3 .5 ET 8.1 1036. 1304. X1 33727. 48 1036 1304 190 190 190 X3 10 0 0 0 0 0 0 515.78 515.78 GR 511 1036 506.20 1050.2 505.19 1053.2 500.90 1066 499.9 1069 GA 499.3 1081 499.23 1081.7 498.98 1084.7 498.3 1093 498.86 1097.5 GA 499.23 1100.5 499.3 1101 499.3 1113.2 499.3 1116.2 499.3 1128 GA 499.17 1129 498.81 1132 497.6 1142 497.14 1144.7 496.64 1147.7 GR 494.51 1160.5 494.01 1163.5 493.1 1163 494.77 1176.2 495.46 1179.2 GR 496.1 1182 498.36 1192 499.04 1195 499.5 1197 499.6 1207 GR 499.44 1207.7 498.80 1210.7 497.7 1216 495.67 1223.5 495 1226 GR 495.12 1226.5 497.8 1237 498.15 1239.2 498.62 1242.2 498.9 1244 GR 498.9 1255 498.9 1258 498.9 1268 499.82 1270.7 500.83 1273.7 GR 505.11 1286.5 506.12 1289.5 511 1304 ET 8.1 1036. 1304. D.S. FACE PROPOSED RAILROAD BRIDGE X1 33737. 0 0 0 10 10 10 ET 69 1036 515.90 511 1036 515.90 511 1050.2 515.90 511 ET 1050.2 515.90 506.20 1053.2 515.90 505.19 1053.2 515.90 511 1066 BT 515.90 511 1066 515.90 500.90 1069 515.90 499.9 1069 515.90 BT 511 1081.7 515.90 511 1081.7 515.90 499.23 1084.7 515.90 498.98 BT 1084.7 515.90 511 1097.5 515.90 511 1097.5 515.90 498.86 1100.5 ET 515.90 499.23 1100.5 515.90 511 1113.2 515.90 511 1113.2 515.90 BT 499.3 1116.2 515.90 499.3 1116.2 515.90 511 1129 515.90 511 BT 1129 515.90 499.17 1132 515.90 498.81 1132 515.90 511 1144.7 BT 515.90 511 1144.7 515.90 497.14 1147.7 515.90 496.64 1147.7 515.90 BT 511 1160.5 515.90 511 1160.5 515.90 494.51 1163.5 515.90 494.01 BT 1163.5 515.90 511 1176.2 515.90 511 1176.2 515.90 494.77 1179.2 BT 515.90 495.46 1179.2 515.90 511 1192 515.90 511 1192 515.90 BT 498.36 1195 515.90 499.04 1195 515.90 511 1207.7 515.90 511 BT 1207.7 515.90 499.44 1210.7 515.90 498.80 1210.7 515.90 511 1223.5 BT 515.90 511 1223.5 515.90 495.67 1226 515.90 495 1226.5 515.90 BT 495.12 1226.5 515.90 511 1239.2 515.90 511 1239.2 515.90 498.15 ET 1242.2 515.90 498.62 1242.2 515.90 511 1255 515.90 511 1255 BT 515.90 498.9 1258 515.90 498.9 1258 515.90 511 1270.7 515.90 BT 511 1270.7 515.90 499.82 1273.7 515.90 500.83 1273.7 515.90 511 BT 1286.5 515.90 511 1286.5 515.90 505.11 1289.5 515.90 506.12 1289.5 bT 515.90 511 1304 515.90 511 1304 515.90 511 ET 8.1 1036. 1304. U.S. FACE PROPOSED RAILROAD BRIDGE X1 33752. 0 0 0 15 15 15 X2 0 0 0 0 0 0 I ET 8.1 1036. 1304. ****** END SECTIONS FOR PROPOSED RAILROAD BRIDGE X1 33762. 0 0 0 10 10 10 X3 10 0 0 0 0 0 0 515.90 515.90 I 28SF..P90 07:46:27 PAGE 6 NC .1 ET 8.1 1000. 1351. HALFF ASSOC. SURV. SECN. CC Xi 34045 19. 1000. 1351. 150. 300. 283. G'R 518.5 1000. 499.9 1069. 499.3 1081. 498.3 1093. 499.3 1101. G'R 499.3 1128. 497.6 1142. 493.1 1162. 496.1 1182. 499.5 1197. G~ 499.6 1207. 497.7 1216. 495. 1226. 497.8 1237. 498.9 1244. G'R 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. G'R 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. ~ 501.76 1166. 502.76 1175. 502.06 1262. 518.85 1316. 520.25 1332. ET 8.1 1000. 1302. HA.LFF ASSOC. SURV. SECN. FF MOV~-D 120' TO D.S. 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. ~R 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. ~T 8.1 1000. 1302. HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY. X1 35570. 120. 120. 120. X2 1.0 QT 6. 7300. 10000. 11200 . 14200 . 11700. 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. 503.61 1174. GR 503.41 1189. 504.71 1204. 507.01 1258. 522.01 1316. I PA~E 7 28S~P90 07:46:27 8.1 1000. 1264.9 ET HA~FF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NAT. CHANNEL)-- -- APPROX. NEAR OLD COE STA. 37550. X1 35970. 10. 1000. 1264.9 200. 200. 200. CI 1131. 500. .035 3. 3. 80. GR 519.01 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 8.1 1074. 1251. HALFF ASSOC. SURV. SECN. "A" (1/29/85) ~ X1 36140. 12. 1128. 1204. 200. 130. 170. CI 1166. 501. 80. GR 520.5 1000. 518.1 1078. 514.8 1096. 512.9 1113. 512.7 1128. GR 505.6 1142. 501. 1166. 504.7 1193. 513.8 1204. 514.3 1228. G~R 516.3 1258. 516.6 1264. 8.1 1050. 1231. HALFF ASSOC. SURV. SECN. "B" (1/29/85) BAF X1 36360. 9. 1125. 1162. 220. 220. 220. CI 1145. 501.4 80. GR 522.0 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. 8.1 985. 1158. ET HALFF ASSOC. SURV. S~CN., TRANSISTION TO CONCRETE. (COE STATIONINg) X1 38285. 9. 1056. 1107. 105. 105. 105. CI 1082. 502. 70. ~ 522.4 900. 522.4 1000. 514.0 1056. 504.1 1065. 502.0 1082. GR 504.1 1098. 514.4 1107. 516.7 1207. 520. 1325. NC 0.05 0.050 0.015 ET 8.1 985. 1158. 38255 REPEATED, TRANSITION TO CONCRETE (COE STATIONING) X1 38290. 5. 5. 5. CI 1082. 502. 0.015 70. ET 8.1 2870. 2860. i 28sEPg0 07=46:27 PAGE 8 POI~ION OF COE SECN. 38380., BOTTON OF DROP X1 38340. 11. 2670. 2860. 50. 50. 50. 0.4 CI -1. 502.2 2. 2. 70. 525.8 2630. 525.8 2630. 525.8 2630. 525.8 2630. 515. 2670. 514. 2740. 511. 2752. 511. 2772. 514. 2784. 515. 2860. 524.7 2890. ET 8.1 2670. 2860. PORTION OF COE SECN. 38380., TOP OF DROP APPROXIMATE CITY LIMIT OF COPPELL X1 38360. 20. 20. 20. CI -1. 511.3 0.015 2. 2. 110. NC .015 .015 .045 D.S. FACE OF W. BOUND I.H. 635 ['n' Values, channel bank stations and encroachments have been corrected ~hrough 635 by 38380 15 2670 2860 20 20 20 .4 CI .01 X3 2630. 529.2 2890. 529.2 559.4 548.5 300 531.5 1400 525.8 2630 515.0 2670 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. U.S. FACE OF W. BOUND I.R. 635 Xl 38420. 40. 40. 40. 0.1 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 VALLEY SECTION BETWEEN I.H. 635 BRIDGES X1 38500. 80. 80. 80. 0.3 X3 2630. 529.2 2890. 529.2 NC .015 .015 .045 D.S. FACE OF E. BOUND I.H. 635 X1 38580. 80. 80. 80. 0.4 X3 2630. 529.2 2890. 529.2 i 28SEP90 07:46=27 PAGE 9 SB 1.05 1.2 -2.5 105. 4. 3920. 7.5 512.2 512.2 U.S. FACE OF E. BOUND I.H. 635 X1 38620. 40. 40. 40. 0.1 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.~ NC .065 0.060 .045 50' U.S. E. BOUND I.H. 635 X1 38670. 50. 50. 50. 0.1 X3 2630. 529.2 2890. 529.2 ET 405.2 P~OFILE SECTION Z - SURVEY SECT. ION 25 X! 39720. 23. 1713. 1726. 25. 750. 1050. GR 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. 1713. 517.1 1715. GiR 517. 1723. 518.8 1726. 521.4 1800. 522.4 1900. 522.5 2000. GR 524.4 2100. 526. 2200. 526.4 2300. 526.7 2400. 526.9 2500. ~R 527.3 2600. 528. 2700. 528.6 2800. QT 6. 5100. 7000. 7900. 9900. 6200. 7900. ET 600.2 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. 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 510.2 100' D.S. RADIO RD Xl 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 GR 529.5 1000 529.4 1100 529.4 1200 526.6 1300 529.4 1400 GR 529.4 1500 529.7 1600 527.9 1700 524.5 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 2400 GR 530.6 2500 530.8 2600 540.0 3700 550.0 4400 i 28SEP90 07:46:27 PAGE 10 ET 610.2 D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 X1 42050 35 1788 1834 100 100 100 X3 10 527.1 527 GR 540.0 0 538.0 200 536.0 400 534.0 600 532.0 800 GR 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 GA 529.8 1500 529.6 1600 529.7 1700 529.7 1763 527.1 1763 GR 523.5 1771 522.3 1788 521.0 1793 521.5 1819 522.1 1826 GR 523.0 1834 527.0 1842 529.8 1842 529.5 1900 529.3 2000 GR 529.9 2100 530.7 2200 531.1 2300 531.2 2400 531.5 2500 GR 531.8 2600 532.1 2700 532.5 2800 540.0 3800 550.0 4500 ET 570.2 SB 1.05 2.268 -2.5 79 0 473.95 0 521.1 521.1 U.S. FACE RADIO RD SECT #26 Xl 42090 40 40 40 X2 I 527.1 529.7 X3 10 527.1 527 BT 2 1763 529.7 528.6 1842 529.8 528.6 ET 1010.2 PROFILE SECTION BB - SURVEY SECTION 27 X1 42170 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 529.4 1400 GR 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 1791 ~R 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 GA 530.6 2500 530.8 2600 540.0 3800 580.2 PROFILE SECTION CC - SURVEY SECTION 28 X1 44200 32 1740 1786 1800 1300 2030 GA 550.0 600 548.0 650 546.0 700 544.0 750 542.0 800 GR 535.9 1000 535.2 1100 534.3 1200 534.1 1300 533.8 1400 ~ 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 GR 533.5 3000 550.0 3500 I 28SEP90 07:46:27 PAGE 11 QT 6 5100 7000 7900 9900 7500 7900 ET 630.2 PROFILE SECTION DD - SURVEY SECTION 29 Xl 45820 26 2160 2187 1400 1000 1620 (IR 541.7 1000 540.7 1100 539.6 1200 538.8 1300 536.8 1400 GA 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 G~ 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 GR 537.2 2300 537.3 2400 537.5 2500 538.6 2800 539.2 2700 ~ 540.0 2800 ET 500.2 PROFILE SECTION EE - SURVEY SECTION 30 Xl 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 542.1 1600 541.7 1700 541.1 1800 541.0 1900 GR 540.8 2000 541.2 2100 541.6 2168 541.6 2182 541.4 2200 GR 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 2700 ~ 544.6 2800 ET 650.2 100' D.S. COUNTY LINE RD X1 47540 35 1511 1591 10 200 90 +.5 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 mir 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 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 534.5 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 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 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 ~R 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 Gi~ 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 GR 536.4 1584 538.4 1591 541.7 1591 541.4 1800 541.6 1700 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 GR 544.0 2200 545.7 2300 I 28SEP90 07:46:27 PAGE 12 ET 1020.2 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 i 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 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 ~ 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 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 534.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 1591 ~ 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 240.2 PROFILE SECTION GG - SURVEY SECTION 32 X! 48350 25 2130 2300 600 300 630 ~ 549.5 1000 546.9 1100 546.8 1200 545.7 1300 544.9 1400 G'R 544.1 1500 544.5 1600 544.1 1700 544.2 1800 544.0 1900 GR 543.9 2000 544.2 2100 543.4 2130 537.9 2154 535.4 2200 ~R 537.7 2257 539.1 2300 539.6 2400 539.6 2423 543.2 2451 GR 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 2900 i 285EP90 07:46:27 PAGE 13 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 ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COEAR TOPWID ENDST *PROF 1 0 CCHV= .100 CEHV= .300 'SECNO 27620.000 ******NOTE:SB CARD WEIR COEFF CHG'D TO -2.5 TO MATCH FIS STAILTING WSEL FROM KIMLEY HORN FIS 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 *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 5.20 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 sSECNO 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 *5ECNO 30190.000 3285 DIVIDED FLOW 3302 WARNING: CONVEYARCE CHARGE OUTSIDE OF ACCEPTABLE RANGE, ](RATIO - .49 i 28SEP90 07:46:27 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK EG HV ItL 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 COBAR TOPWID ENDST 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 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 tSECNO 30200.000 3265 DIVIDED FLOW ~370 NORMAL BRIDGE, NI~D~ 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. 10. 10. 2 0 0 .00 91.46 2252.46 *SECNO 30201.000 3302 WARNIN~: CONVEYANCE CHAN~E 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 .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 ~SBCNO 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 28SBP90 07:46:27 ~AGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ~SECNO 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 *SECNO 31420.000 ******k BEGIN SECTIONS FOR PROPOSED SOUTHWESTERN BLVD. 31420.000 17.92 506.22 .00 .00 506.93 .70 .22 .06 510.00 10500.0 .0 10500.0 .0 .0 1560.0 .0 129.3 24.5 510.00 .13 .00 6.73 .00 .000 .045 .000 .000 488.30 1787.96 .001750 110. 110. 110. 2 0 0 .00 139.07 1927.04 *SECNO 31464.000 3302 WA~NING= CONVEYANCE CHARGE OUTSIDB OF ACCBPTA~LE RANGE, K~ATIO ~ 1.81 31464.000 17.97 506.27 .00 .00 506.97 .70 .04 .00 510.00 10500.0 .0 10500.0 .0 .0 1566.2 .0 130.9 24.6 510.00 .13 .00 6.70 .00 .000 .025 .000 .000 488.30 1787.83 .000534 44. 44. 44. 2 0 0 .00 139.33 1927.17 *SECNO 31470.000 3265 DIVIDED FLOW 3370 NORHAL BRIDGE, NRD~ 2 MIN ELTIRD= 513.00 MAX ELLC~ 510.00 D.S. FACE OF WESTBOUND $OUTHWESTF~/~ BLVD. 31470.000 17.77 506.17 .00 .00 507.01 .84 .00 .04 510.00 10500.0 .0 10500.0 .0 .0 1425.4 .0 131.1 24.6 510.00 .13 .00 7.37 .00 .000 .025 .000 .000 488.40 1788.51 .001072 6. 6. 6. 2 0 0 .00 131.99 1926.49 *SECNO 31503.000 3265 DIVIDED FLOW I 28SEPg0 07:46:27 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSE L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK TIM~ VLOB VCH V~OB XNL XNCH XNR WTN ELM.IN SSTA SLOPE XLOBL XLCH XLOBR ITRIi~L IDC ICONT CORAR TOPWID ENDST 3370 NOi~AL BRIDGE, NAD= 2 MIN ELTRD= 513.00 HAXELLC= 510.00 U.S. FACE OF WESTBOUND SOUTHWESTERN BLVD. 31503.000 17.29 506.19 .00 .00 507.06 .86 .04 .01 510.00 10500.0 .0 10500.0 .0 .0 1407.4 .0 132.2 24.7 510.00 .13 .00 7.46 .00 .000 .025 .000 .000 488.90 1788.43 .001117 33. 33. 33. 0 0 0 .00 132.14 1926.57 "SECNO 31509.000 SECTION BETWEEN BRIDGES 31509.000 17.32 506.32 .00 .00 507.07 .76 .00 .01 510.00 10500.0 .0 10500.0 .0 .0 1505.8 .0 132.4 24.7 510.00 .13 .C0 6.97 .00 .000 .025 .000 .000 489.00 1788.05 .000605 6. 5. 6. 2 0 0 .00 138.90 1926.95 "SECNO 31515.000 3265 DIVIDED FLOW 3370 NOP/~AL BRIDGE, Ni~D- 2 MIN ELTRD- 513.00 MAX ELLC- 510.00 D.S. FACE OF EASTBOUND SOUTHWESTBRN BLVD. 31515.000 17.25 506.25 .00 .00 507.11 .86 .00 .03 510.00 10500.0 .0 10500.0 .0 .0 1409.7 .0 132.6 24.8 510.00 .13 .00 7.45 .00 .000 .025 .000 .000 489.00 1788.28 · 001115 6. 6. 6. 2 0 0 .00 132.44 1926.72 'SECNO 31548.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NAD= 2 MIN ELTRD= 513.00 MAX ELLC= 510.00 U.S. FACE OF EASTBOUND SOUTHI4ESTERN BLVD. 31548.000 16.77 506.27 .00 .00 507.15 .88 .04 .01 510.00 10500.0 .0 10500.0 .0 .0 1392.0 .0 133.6 24.9 510.00 · 13 .00 7.54 .00 .000 .025 .000 .000 489.50 1788.19 .001163 33. 33. 33. 0 0 0 .00 132.61 1926.81 I 28SEP90 07-'46:27 PAGE 17 SECNO DEPTH CWSEL CRIWS WSELK E0 HV n~. OLOSS L-BANK ELEV Q QLOB QCH QROE ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COllAR TOPWID ENDST tSECNO 31554.000 *******END SECTIONS FOR P~POSED SOIJTHWESTEItN BLVD. 31554.000 16.76 506.36 .00 .00 507.17 .81 .01 .01 510.00 10500.0 .0 10500.0 .0 .0 1453.5 .0 133.8 24.9 510.00 .13 .00 7.22 .00 .000 .025 .000 .000 489.60 1788.25 .000676 6. 6. 6. 2 0 0 .00 138.49 1926.75 CCHVz .100 CEHV- .300 *SECNO 31750.000 3301 HV CI~a, NGED MORE THAN HVINS HALFF A~SOC. SURV. SECN. AA 31750.000 18.48 507.12 .00 .00 507.34 .22 .11 .06 509.60 10500.0 .0 10500.0 .0 .0 2787.5 .0 143.4 25.7 513.06 · 15 .00 3.77 .00 .000 .045 .000 .000 488.64 1010.45 .000504 166. 196. 226. 2 0 0 .00 238.26 1248.71 *SECNO 32740.000 HALYF ASSOC. SURV. SECN. BB 32740.000 14.60 507.67 .00 .00 507.93 .26 .58 .01 511.47 10500.0 .0 10500.0 .0 .0 2564.4 .0 204.2 31.2 512.67 .22 .00 4.09 .00 .000 .045 .000 .000 493.07 1016.02 .000686 990. 990. 990. 2 0 0 .00 245.24 1261.26 *SECNO 33537.000 ***~** BEGIN SECTIONS FOR PROPOSED RAILROAD BRIDGE **~***~ 33537.000 15.18 508.28 .00 .00 508.60 .32 .66 .02 514.00 10500.0 .0 10500.0 .0 .0 2313.8 .0 248.8 35.8 514.00 .26 .00 4.54 .00 .000 .045 .000 .000 493.10 1043.94 .001009 900. 797. 650. 2 0 0 .00 251.95 1295.89 CCHV= .300 CEHV~ .500 *SECNO 33727.000 i 28SEP90 07:46:27 PAGE 18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB ~ X~NCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA~ 515.78 ELREA= 515.78 33727.000 15.39 508.49 .00 .00 508.79 .31 .19 .00 511.00 10500.0 .0 10500.0 .0 .0 2365.1 .0 259.0 36.9 511.00 .28 .00 4.44 .00 .000 .045 .000 .000 493.10 1043.43 .000944 190. 190. 190. 2 0 0 .00 253.10 1296.54 *SECNO 33737.000 3302 WARNING= CONVEYANCE CHANGE OUTSIDB OF ACCEPTABLE RANGE, KRATIO - .44 3370 NOP~4AL BR/DG~, NRD= 69 MIN ELTRD= 515.90 MAX ELLC- 511.00 D.S. PACE PROPOSED RAILROAD BRID=R 33737.000 15.32 508.42 .00 .00 508.90 .47 .02 .08 511.00 10500.0 .0 10500.0 .0 .0 1899.6 .0 259.5 36.9 511.00 .28 .00 5.53 .00 .000 .045 .000 .000 493.10 1043.63 .004825 10. 10. 10. 2 0 0 -448.83 252.71 1296.34 tSECNO 33752.000 3370 NOI~4AL BRIDGE, NRD= 69 MIN ELTRD= 515.90 MAX ELLC= 511.00 U.S. FACE PROPOSED RAILROAD BRIDGE 33752.000 15.40 508.50 .00 .00 508.97 .47 .07 .00 511.00 10500.0 .0 10500.0 .0 .0 1916.5 .0 260.2 37.0 511.00 .28 .00 5.48 .00 .000 .045 .000 .000 493.10 1043.38 .004723 15. 15. 15. 2 0 0 -452.79 253.20 1296.58 *SECNO 33762.000 3202 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 2.33 3495 OV~RBANK AREA A~SUMED NON-EFFECTIVE, ELLEA~ 515.90 ELREA= 515.90 ****** END SECTIONS FOR PROPOSED RAILROAD BRID=E t***** 33762.000 15.65 508.75 .00 .00 509.04 .29 .02 .05 511.00 10500.0 .0 10500.0 .O .0 2432.0 .0 260.7 37.1 511.00 .28 .00 4.32 .00 .000 .045 .000 .000 493.10 1042.65 .000867 10. 10. 10. 2 0 0 .00 254.66 1297.32 i 28SEP90 07: 46: 27 PAGE 19 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH ~-ROB X1TL ~NCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST .100 CEHV= .300 *SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 15.91 509.01 .00 .00 509.28 .27 .23 .00 518.50 10500.0 .0 10500.0 .0 .0 2534.0 .0 276.8 38.8 516.53 .30 .00 4.14 .00 .000 .045 .000 .000 493.10 1035.20 .000788 150. 283. 300. 2 0 0 .00 263.06 1298.27 *SECNO 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ .87 HALFF ASSOC. SURV. SECN. DD 34330.000 11.14 509.21 .00 .00 509.65 .44 .32 .05 518.23 291.5 40.5 517.83 10500.0 .0 10500.0 .0 .0 1970.7 .0 .31 .00 5.33 .00 .000 .045 .000 .000 498.07 1037.21 .001742 285. 285. 285. 2 0 0 .00 256.91 1294.12 · SECNO 34870.000 HALFF ASSOC. SURV. SECN. EE 34870.000 8.96 510.22 .00 .00 510.75 .52 1.07 .02 519.25 10500.0 .0 10500.0 .0 .0 1807.4 .0 315.0 43.6 520.25 .34 .00 5.81 .00 .000 .045 .000 .000 501.26 1034.46 .002288 540. 540. 540. 2 0 0 .00 253.80 1288.26 *SECNO 35450.000 3370 NOBMAL BRIDGE, NRD~ 2 MIN ELTRDm 520.30 MAX ELLCz 514.10 HALFF ASSOC. SURV. SECN. FF MOVED 120' TO D.S. FACE FREEPORT PKWY. 35450.000 10.60 511.50 .00 .00 512.02 .53 1.28 .00 514.20 10500.0 .0 10500.0 .0 .0 1803.9 .0 339.0 46.9 520.30 .37 .00 5.82 .00 .000 .045 .000 .000 500.90 1030.85 .002117 580. 580. 580. 2 0 0 .00 238.33 1269.19 I PAGE 20 28SEP90 07:46:27 SECNO DEPTH CWSEL CP~IWS WSELK E~ B~; ~ OLOSS L-BANK ELEV Q QLOB QCH QROB ~tLOB ACH AROB 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 *SECEO 35570.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 520.30 MAX ELLC= 514.10 HALFFASSOC. SURV. SECN. FF U.S. FACE FP~EEPORT PKWY. 35570.000 10.88 511.78 .00 .00 512.27 .49 .24 .00 514.20 10500.0 .0 10500.0 .0 .0 1869.0 .0 344.1 47.6 520.30 .37 .00 5.62 .00 .000 .045 .000 .000 500.90 1030.02 .001900 120. 120. 120. I 0 0 .00 239.99 1270.01 ISECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, .~ATIO ~ .68 35770.000 12.27 512.08 .00 .00 512.96 .88 .57 .12 520.91 11200.0 .0 11200.0 .0 .0 1487.0 .0 351.8 48.7 522.81 .38 .00 7.53 .00 .000 .045 .000 .000 499.81 1035.20 .004637 200. 200. 200. 2 0 0 .00 239.30 1274.50 · SECNO 35970.000 CHIMP CLST-A- 1131.00 CELCH- 500.00 EW- 80.00 STCHL= 1000.00 STCHR= 1264.90 EXCAVATION DATA -ILEX= 699.SSQ-FT VEXR= .0K*CU-YD VEXT~- .0K*CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.67 HALFF ASSOC. SURV. SECN. ~G (TRANSITION BACK TO NAT. CHANNEL)-- -- APPROX. NEAR OLD COE STA. 37550. 35970.000 13.19 512.60 .00 .00 513.48 .88 .52 .00 519.01 11200.0 .0 11200.0 .0 .0 1488.4 .0 358.6 49.6 521.21 .39 .00 7.52 .00 .000 .035 .000 .000 499.41 1052.30 .001669 200. 200. 200. 2 0 0 .00 160.53 1212.83 · SECNO 36140.000 CHIMP CLSTA~ 1166.00 CELCH~ 501.00 BW= 80.00 STCHL= 1074.36 STCHR~ 1250.38 I 28SEP90 07~46:27 PA~E 21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOS QCH QROB ALOB ACE AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB ~(/{L XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EXCAVATION DATA AEX~ 900.SSQ-FT VEXR- 5.0K*CU-YD VEXTs 5.0K*CU-YD HALFF ASSOC. SURV. SECN. "A" (1/29/85) BAF 36140°000 11.80 512.80 .00 .00 513.65 1.05 .31 .05 518.21 11200,0 .0 11200.0 .O .0 1361.2 .0 364.2 50.2 515.79 · 39 .00 8.23 .00 .000 .035 .000 .OOO 501.00 1090.61 .002066 200. 170. 130. 2 0 0 .00 150,78 1241.39 'SECNO 36360.000 CHLMP CLSTA= 1145.00 CELCH~ 501.40 BW= 80.00 STC~T.= 1050.73 STCHR= 1230.93 EXCAVATION DATA ~ 1351.0SQ-FT VEER= 9.2K*CU-YD VEXTz 14.2K*CU-YD HALFF ASSOC. SURV. SECN. "B" (1129185) BAF 36360.000 11.86 513.26 .00 .00 514.30 1.04 .45 .00 519.49 11200.0 .0 11200.0 .0 .0 1371.1 .0 371.1 50.9 516.71 · 40 .00 8.17 .00 .000 .035 .000 .000 501.40 1069.41 .002024 220. 220. 220. 2 0 0 .00 151.17 1220.59 *SECNO 38285.000 ~ CLSTA~ 1082.00 CELCH= 502.00 BW= 70.00 STCHL- 985.80 STCHR- 1157.70 ~Y~CAVATION DATA A.E~- 1118.2SQ-FT VEXR= 4.SK*CU-YD V"~XT= 19.0K*CU-YD HALFF ASSOC. SUAV. SECN., TRANSISTION TO CONCRETE (COE STATIONING) 38285.000 11.24 513.24 .00 .00 514.68 1.43 .26 .12 522.40 11200.0 .0 11200.0 .0 .0 1166.4 .0 374.1 51.3 515.57 .40 .00 9.60 .00 .000 .035 .000 .000 502.00 1013.27 .003060 105. 105. 105. 2 0 0 .00 137.47 1150.73 '~ECNO 38290.000 ~-"-I. MP CLSTA= 1082.00 CELCH= 502.00 BW~ 70.00 STCHL= 985.80 STCHR~ 1157.70 i 28SEP90 07:46:27 PAGE 22 SECNO DE~TH CWSEL CRIWS WSELK EG HV ~T. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BAITK ELEV TIME VLOB VCH VROB XNL XNCE XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST EXCAVATION DATA A-AX- 1118.2SQ-FT VEXR= .2K*CU-YD VEXT= 19.2K*CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.34 38255 REPEATED, TRANSITION TO CONCRETE (COE STATIONING) 38290.000 11.25 513.25 .00 .00 514.68 1.43 .01 .00 522.40 11200.0 .0 11200.0 .0 .O 1168.0 .0 374.3 51.] 515.57 .40 .00 9.59 .00 .000 .015 .000 .000 502.00 1013.23 .000560 5. 5. 5. 0 0 0 .00 137.54 1150.77 *SECNO 38340.000 CHIMP CLSTA= 2765.00 CELCH= 502.20 BW= 70.00 STCHL= 2670.00 STCHR= 2860.00 EXCAVATION DATA AEX= 1075.48Q-FT VE~CR= 2.0K*CU-YD VEXT= 21.3K~CU-YD 3301 HV CHANGED MORE THAN HVINS PORTION OF COE SECN. 38380., BOTTON OF DROP 38340.000 10.84 512.84 .00 .00 514.90 2.06 .03 .19 515.40 11200.0 .0 11200.0 .0 .0 972.5 .0 375.5 51.4 515.40 .40 .00 11.52 .00 .000 .015 .000 .000 502.20 2708.70 .000808 50. 50. 50. 2 0 0 .00 112.61 2821.30 *SECNO 38360.000 CHIM1~ CLSTA= 2765.00 CELCH= 511.30 BW= 110.00 STCHL= 2870.00 STCHR= 2860.00 EXCAVATION DATA AEX= 285.gSQ-FT VEXR= .5K*CU-YD VEX~= 21.8K*CU-YD 3685 20 TRIALS ATTF~P~'ED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED PORTION OF COE SECN. 38380., TOP OF DROP APPROXIMATE CITY LIMIT OF COPPELL 1 28SEPg0 07:46:27 PAGE 23 38360.000 6.22 517.52 517.52 .0O 519.90 2.39 .02 .10 515.40 11200.0 11.2 11179.6 9.2 8.3 901.0 6.9 375.9 51.5 515.40 · 40 1.35 12.41 1.33 .050 .015 .050 .000 511.30 2662.16 .001993 20. 20. 20. 20 14 0 .00 204.38 2866.54 '8ECNO 38380.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERaY 3720 CRITICAL DEPTH A.SSUM~D 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE~ 1 TARGET= 260.000 ELENCL~ 529.20 ELENCR~ 529.20 D.S. FACE OF W. BOUND I.H. 635 ('n' Values, channel bank stations and encroachments have been corrected through 635 by A.H.H.) 38380.000 7.54 518.94 518.94 .00 521.29 2.35 .09 .00 515.40 11200.0 421.4 10430.1 348.5 23.2 885.9 19.4 376.3 51.6 515.40 .41 18.14 11.77 17.97 .015 .045 .015 .000 511.40 2556.88 .016401 20. 20. 20. 20 11 0 .00 214.07 2870.95 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAI{EA 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.= 518.84 BRIDGE VELOCITY= 8.94 CALCULA_~ED CHANNEL AR~A= 1252. EGPB~ EGLWC H3 QWEIR QLOW BAB~A TRAPEZOID ELLC ELTRD WEIi~LN AREA .00 521.41 .41 0. 11200. 3920. 4137. 528.70 532.80 0. 3470 ENCROAC~NT S~ATIONS- 2630.0 2890.0 TYPE= i TARGET= 260.000 ELENCL= 529.20 ELENCR= 529.20 U.S. FACE OF W. BOUITD I.H. 635 38420.000 7.85 519.35 .00 .00 521.41 2.06 .12 .00 515.50 11200.0 469.4 10342.3 388.2 27.5 944.8 22.9 377.2 51.8 515.50 .41 17.09 10.95 16.92 .015 .045 .015 .000 511.50 2655.73 .013013 40. 40. 40. 0 0 0 .00 216.18 2871.91 I 28SEP90 07: 46: 27 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK E~ HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VROB XNL XNCE XNR WTN E~MIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 38500.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.48 3470 ENCROACHMENT STA-TIONS~ 2630.0 2890.0 TYPE= i TARGET- 260.000 ~T.~NCL= 529.20 ELENCR~ 529.20 SECTION BETWEEN I.H. 635 BRIDGES 38500.000 9.04 520.84 .00 .00 522.17 1.33 .68 .07 515.80 11200.0 651.9 10008.9 539.1 47.1 1171.5 39.4 379.3 52.2 515.80 .41 13.83 8.54 13.70 .015 .045 .015 .000 511.80 2651.32 .005951 80. 80. 80. 2 0 0 .00 224.29 2875.60 *SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= i TARGET= 260.000 -."T..ENCL= 529.20 ELENCR- 529.20 D.S. FACE OF E. BOUND I.H. 635 38580.000 9.15 521.35 .00 .00 522.63 1.28 .46 .00 516.20 11200.0 668.8 9978.5 552.9 49.2 1192.6 41.1 381.6 52.6 516.20 · 41 13.58 8.37 13.45 .015 .045 .015 .000 512.20 2650.90 .005573 80. 80. 80. 2 0 0 .O0 225.04 2875.94 SPECIAL BRIDGE SB X~ X~OR 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.= 521.30 BRIDGE VELOCITY~ 7.28 CALCULATED CHANNEL AREA- 1539. I 288EP90 07:46:27 PAGE 25 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE X~OBL XLCH XLOBR ITRIAL IDC iCONT CORAR TOPWID ENDST EGPP~ E~LWC H3 QW~IR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 522.74 .11 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 U.S. FACE OF E. BOUND I.H. 635 38620.000 9.17 521.47 .00 .00 522.74 1.27 .11 .00 516.30 11200.0 670.3 9975.5 554.3 49.4 1194.7 41.3 382.8 52.8 516.30 .41 13.56 8.35 13.43 .015 .045 .015 .000 512.30 2650.86 .005538 40. 40. 40. 0 0 0 .00 225.11 2875.98 ~$ECNO 38670.000 3470 ENCROAC]~ERT STATIONS= 2630.0 2890.0 TYPE= i TARGET= 260.000 ELENCLm 529.20 ELENCR~ 529.20 50' U.S.E. BOUND I.H. 635 38670.000 9.51 521.91 .00 .00 523.03 1.12 .28 .02 516.40 11200.0 182.9 10853.3 163.9 56.2 1260.1 47.0 384.3 53.1 516.40 .41 3.25 8.61 3.49 .065 .045 .060 .000 512.40 2649.59 .005487 50. 50. 50. 2 0 0 .00 227.46 2877.04 *SECNO 39720.000 3301 HV CHANGED MO~E THAN HVINS PROFILE SECTION Z - SURVEY SECTION 25 39720.000 9.04 526.04 .00 .00 526.32 .28 3.20 .08 519.00 11200.0 4659.8 859.5 5680.7 1161.5 112.4 1558.6 415.0 60.0 518.80 .46 4.01 7.65 3.64 .065 .045 .060 .000 517.00 1251.41 · 003418 25. 1050. 750. 2 0 0 .00 960.03 2211.44 I 28SEP90 07:46:27 PAGE 26 SECNO DEP~"'H CWSEL CRIWS WSELK EG HV ~T. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME ~-LOB VCH VROB ~ XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 41180.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 1.45 END OF A.E.H. C]~J~NNEL IMPROVEMENT DATA 41180.000 9.27 528.67 .00 .00 528.73 .06 2.39 .02 521.20 7900.0 4631.1 533.0 2735.9 3283.9 137.7 1250.6 537.2 107.7 521.20 .68 1.41 3.87 2.19 .065 .045 .060 .000 519.40 850.67 .000814 1300. 1460. 1600. 4 0 0 .00 2041.00 2891.67 *SECNO 41950.000 3265 DIVIDED FLCW 3302 WAI{NING: CONVEYANCE C~%NGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .41 100' D.S. RADIO RD 41950.000 8.86 529.66 .00 .00 530.10 .44 1.25 .11 522.10 7900.0 3050.9 1383.9 3465.2 774.2 153.2 805.4 593.8 134.9 522.60 .72 3.94 9.03 4.30 .065 .045 .060 .000 520.80 994.17 · 004753 770. 770. 770. 3 0 0 .00 1043.49 2090.88 *SECNO 42050.000 3685 20 TRIALS A~"'IT~IPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED D.S. FACE RADIO ED, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 10.09 531.09 531.09 .00 531.90 .81 .45 .11 522.30 7900.0 2493.0 4209.7 1197.2 1093.3 436.3 547.3 598.1 137.7 523.00 .73 2.28 9.65 2.19 .065 .045 .060 .000 521.00 901.34 .004282 100. 100. 100. 20 12 0 .00 1395.65 2296.99 i 28SEP90 07: 46: 27 PAGE 27 SECNO DEPTH CWSEL CRIWS WSELK E0 HV HL OLOSS L-BANK ELEV Q QLOS QCH QROB ALOB ACH AROB VOL TWA R-BANKEI~EV TIME VLOB VCH VROB XNL ~'NCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BABEA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *SECNO 42090.000 3301 HV CHANGED MORE THAN HVINS 3302 WAI~NING: CONVEYANCE CHARGE OUTSIDE OF ACCP~TABLE RANGE, ](RATIO ~ 7.04 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BARF_~ TRAPEZOID ELLC ELTRD WEIRLN AREA 540.87 531.99 .00 2648. 5254. 474. 474. 527.10 529.70 79. U.S. PACE RADIO RD SECT #26 42090.000 14.40 535.40 .00 .00 535.42 .01 3.52 .00 522.30 7900.0 3735.5 1118.1 3046.4 5898.3 535.1 4990.5 604.4 139.8 523.00 .74 .63 1.76 .61 .065 .045 .060 .000 521.00 459.03 .000086 40. 40. 40. I 0 2 .00 2728.92 3187.96 *SBCNO 42170.000 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 14.72 535.42 .00 .00 535.42 .01 .01 .00 522.00 7900.0 3824.4 355.2 3720.4 7014.8 264.4 6494.3 627.6 144.7 522.50 .78 .55 1.34 .57 .065 .045 .060 .000 520.70 453.94 .000051 80. 80. 80. 2 0 0 .00 2748.10 3202.04 *SECNO 44200.000 3302 WARRING: CON%~EYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .35 I 28SEP90 07:46:27 PAGE 28 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 10.67 535.57 .00 .00 535.61 .04 .18 .01 526.80 7900.0 2522.6 1149.2 4228.1 1951.4 404.4 3870.4 983.1 227.9 531.90 1.09 1.29 2.84 1.09 .065 .045 .060 .000 524.90 1047.14 .000423 1800. 2030. 1300. 2 0 0 .00 2015.59 3062.73 *SECNO 45820.000 3265 DIVIDED FLOW 3301 HV CHANGED MOBE THAN HVINS 3685 20 TRIALS ATTEM]~TRD WSELtCWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH A~SUMED PROFII~E SECTION DD - SURVEY SECTION 29 45820.000 6.50 538.30 538.30 .00 539.02 .72 1.50 .21 533.00 7900.0 3576.6 1817.4 2506.0 718.0 160.9 572.0 1087.5 269.3 533.10 1.15 4.98 11.29 4.38 .065 .045 .060 .000 531.80 1475.49 .011041 1400. 1620. 1000. 20 12 0 .00 1024.01 2572.55 "SECNO 47450.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.57 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.53 543.63 .00 .00 543.77 .14 4.69 .06 535.80 7900.0 4662.9 1151.6 2085.5 2389.0 194.8 819.0 1160.3 305.4 535.40 1.29 1.95 5.91 2.55 .065 .045 .060 .000 532.10 1295.38 · 001677 1250. 1630. 1350. 7 0 0 .00 1416.65 2712.03 ~SECNO 47540.000 100' D.S. COUNTY LINE RD 47540.000 12.49 543.69 .00 .00 543.93 .24 .13 .03 542.30 7900.0 3235.$ 3678.4 986.0 2143.0 661.8 698.9 1165.2 307.9 542.20 1.29 1.51 5.56 1.41 .065 .045 .060 .000 531.20 200.52 .001971 10. 90. 200. 2 0 0 .00 1949.21 2149.74 i 28SEP90 07: 46: 27 PAGE 29 SECNO DF_~TH CWSEL CRIWS WSF~LK EG HV ~ OLOSS L-BAiTK ELEV Q QLOS QCE QROB ALOB ACE AROB VOL TWA R-BANK ELEV TIME VLOB VCN VROB XNL XI~CR ~ 1~2N FJ~MIN SSTA SLOPE XLOBL XLCH ~OBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 47640.000 3302 WAAIqING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RARGE, KI~tTIO - 1.56 D.S. FACE CO~ LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 13.28 543.98 .00 .00 544.07 .09 .12 .02 541.80 7900.0 3828.7 2741.6 1329.7 3204.7 725.8 1153.9 1175.0 312.5 541.70 1.30 1.19 3.78 1.15 .065 .045 .060 .000 530.70 96.28 .000805 100. 100. 100. 2 0 0 .00 2102.22 2198.50 SPECIAL BRIDGE SB XK XXOR 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 *$ECNO 47670.000 3280 CROSS SECTION 47670.00 ~NDED 4.29 FEET 3302 WARNING: CONVEYANCE CHARGE OUTSIDE OF ACCEPT~%BLE RANG~, KRATIO = 4.96 PRESSUR~ AND WEIR FLOW, Weir Submergence Based on OGEE Shage EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 559.07 544.07 .01 3534. 4369. 417. 416. 540.40 541.70 60. U.S. FACE COUNTY LINE RD SECT #31 47670.000 17.89 548.59 .00 .00 548.59 .01 4.53 .00 541.80 7900.0 4707.1 1097.1 2095.8 9942.4 1095.1 4339.8 1182.1 314.0 541.70 1.32 .47 1.00 .48 .065 .045 .060 .000 530.70 50.00 .000033 30. 30. 30. 0 0 3 .00 2250.00 2300.00 "5ECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 4.00 FEET 1 28SEP90 07: 46: 27 PAgE 30 50' U.S. COUNTY LIN~ RD 47720.000 17.59 548.59 .00 .00 548.59 .01 .00 .00 542.10 7900.0 4693.4 1131.8 2074.8 9512.8 1070.0 4131.3 1199.4 316.6 542.00 1.34 .49 1.06 .50 .065 .045 .060 .000 531.00 50.00 .000038 50. 50. 50. i 0 0 .00 2250.00 2300.00 =SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .91 FEET 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .59 PROFILE SECTION gG - SL'R~F~Y SECTION 32 48350.000 13.21 548.61 .00 .00 548.63 .02 .03 .01 543.40 7900.0 2426.9 3164.5 2308.7 4032.2 1867.1 2730.3 1337.5 340.5 539.10 1.48 .60 1.69 .85 .065 .045 .060 .000 535.40 1034.35 .000109 600. 630. 300. 0 0 0 .00 1865.65 2900.00 1 28SEP90 07:46=27 PAgE 31 T1 ~RAPEVI.N-E CREEK PROPOSED CONDITIONS T2 100 YEAR FIS ENCROACHMENT RUN T3 GRAPEVINE CREEK SGBENC2.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 7 0 0 0 0 0 0 495.72 J2 NPROF IPLOT PRFVS X~ECV X~ECH FN ALLDC IBW CHNIM ITRACE 15 -1 i 28-~EPg0 07: 46: 27 PAG~ 32 SECNO DEPTH CWSEL CRIWS WSELK E~ HV EL OLOSS L-BANK ELEV Q QLOB QCH QROB A~OB ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VROB XNL ~NCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 2 0 CCHV= .100 CEHV~ .300 *SECNO 27620.000 2800 NA~ Qi= 2117.56 WSEL= 495.60 ENC Qi= 2117.56 WSEL= 496.00 RATIO= .0000 NAT Q1m 2338. .RATIOS LOB, 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 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. 0 0 0 .00 443.93 1992.00 *SECNO 30130.000 2800 NAT Q1- 1653.56 WSEL= 502.18 ENC Qi~ 1653.56 WSEL- 502.58 RATIO= .0000 NAT QI= 1774. RATIOS LOB, CH, ROB~ .4415 .5580 .0005 WSEL= 502.58 3470 ENCROACHMENT STATIONS- 2094.5 2222.0 TY]?E- 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 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 I 288EP90 07=46=27 PAGE 33 SECNO DEPTH CWSEL CRIWS WSELK EG HV BL OLOSS L-BANK ELEV Q QLOB QCH QROB AI~OB ACH AROB VOL TWA R-BANK ELEV TI/4~ VLOB VCH VROB XNL XNCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COI~RR TOPWID ENDST BTCARD BRIDGE STENCL~ 2155.50 STENCR= 2245.50 3265 DIVIDED FLC%/ 3302 WAz~/~ING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .48 2370 NOI~V~L BRIDGE, ITRD= 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-SOUTHWESTE~LN 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 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 10. 10. 10. 2 0 0 .00 84.00 2245.50 *SECNO 30201.000 3302 WAR~ING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE BAR,E, 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 i 288EP90 07: 46: 27 PAGE 34 SECNO DEPTH CWSEL CRIW8 WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK TIME VLOB VCH VROB XNL XNCE XNR WTN ELMIN SSTA SLOPE ~fLOBL XLCH ~fLOBR ITRIAL IDC ICONT CORAR TOPWID ~NDST CCHV= .100 CEHV- .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 .07 492.40 10500.0 4980.4 5519.6 .0 1037.4 672.7 .0 78.1 11.9 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= i TARGET- 186.000 31310.000 18.76 506.56 .00 506.15 507.15 .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 .045 .000 .000 487.80 1734.00 .002192 750. 1060. 500. 2 0 0 .00 180.55 1914.55 *SECNO 31420.000 3470 ENCROACHMENT STATIONS- 1775.0 1940.0 TYPE- i TARGET~ 165.000 ******* BEGIN SECTIONS FOR PROPOSED SOUTHW~STEBR BLVD. 31420.000 18.43 506.73 .00 506.22 507.37 .64 .20 .02 510.00 10500.0 .0 10500.0 .0 .0 1630.5 .0 117.1 15.6 510.00 .12 .00 6.44 .00 .000 .045 .000 .000 488.30 1786.51 · 001553 110. 110. 110. 2 0 0 .00 141.99 1928.49 *SECNO 31464.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 1.81 3470 ENCROACHMENT STATIONS~ 1775.0 1940.0 TYPE~ i TARGET- 185.000 31464.000 18.46 506.76 .00 506.27 507.40 .64 .03 .00 510.00 10500.0 .0 10500.0 .0 .0 1636.1 .0 118.7 15.7 510.00 .13 .00 6.42 .00 .000 .025 .000 .000 488.30 1786.39 .000475 44. 44. 44. 2 0 0 .00 142.22 1928.61 1 28SEP90 07: 46: 27 PAGE 35 SECNO DEPTH CWSEL CRIWS WSELK EG HV EL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK BLEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 31470.000 3265 DIVIDED FLOW 3370 NOP~4AL BRIDGE, Nl%D= 2 MIN ELTRD= 513.00 MJb( ELLC= 510.00 3470 ENCROACHMENT STATIONS= 1775.0 1940.0 TYPE= I T. ARGET= 165.000 D.S. FACE OF WESTBOUND SOUTHWESTERN BLVD. 31470.000 18.28 506.68 .00 506.17 507.45 .77 .00 .04 510.00 10500.0 .0 10500.0 .0 .0 1493.2 .0 119.0 15.7 510.00 · 13 .00 7.03 .00 .000 .025 .000 .000 488.40 1786.98 · 000951 6. 6. 6. 2 0 0 .00 135.04 1928.02 ~SECNO 31503.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NI~D= 2 MIN ELTRDz 513.00 MAX ELLC= 510.00 3470 ENCROACI~4ENT STATIONS= 1775.0 1940.0 TYPE= i TA/~GET= 165.000 U.S. FACE OF WESTBOUND SOUTHWESTERN BLVD. 31503.000 17.80 506.70 .00 506.19 507.48 .79 .03 .01 510.00 10500.0 .0 10500.0 .0 .0 1474.9 .0 120.1 15.8 510.00 · 13 .00 7.12 .00 .000 .025 .000 .000 488.90 1786.91 .000990 33. 33. 33. 0 0 0 .00 135.18 1928.09 *SECNO 31509.000 3470 ENCROACHMENT STATIONS= 1775.0 1940.0 TYPE= i TARGET= 165.000 SECTION BETWEEN BRIDGES 31509.000 17.81 506.81 .00 506.32 507.50 .69 .00 .01 510.00 10500.0 .0 10500.0 .0 .0 1574.7 .0 120.3 15.8 510.00 .13 .00 6.67 .00 .000 .025 .000 .000 489.00 1786.58 · 000536 6. 6. 6. 2 0 0 .00 141.85 1928.42 i 28SBP90 07: 46: 27 PAGE 36 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 ~ XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITBIAL IDC ICONT COllAR TOPWID ENDST *SECNO 31515.000 3265 DIVIDED FLOW 3370 NOI~IAL BRIDGE, NRD= 2 MIN ELTRD= 513.00 MAX ELLC~ 510.00 3470 ENCROACH)4~NT STATIONS= 1775.0 1940.0 TI~PEa I TARQET~ 165.000 D.S. FACE OF EASTBOUND SOUTHWESTERN BLVD. 31515.000 17.75 506.75 .00 506.25 507.53 .79 .00 .03 510.00 10500.0 .0 10500.0 .0 .0 1476.5 .0 120.5 15.9 510.00 .13 .00 7.11 .00 .000 .025 .000 .000 489.00 1786.78 .000989 6. 6. 6. 2 0 0 .00 135.44 1928.22 "SECNO 31548.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, N"RD= 2 MIN ELTRDm 513.00 MAX ELLC= 510.00 3470 ENCROACHMENT STATIONS= 1775.0 1940.0 TYPE= i TARGET= 165.000 U.S. FACE OF EASTBOUND SOUTHWESTERN BLVD. 31548.000 17.27 506.77 .00 506.27 507.57 .80 .03 .01 510.00 10500.0 .0 10500.0 .0 .0 1458.4 .0 121.6 16.0 510.00 · 13 .00 7.20 .00 .000 .025 .000 .000 489.50 1786.71 .001031 33. 33. 33. 0 0 0 .00 135.59 1928.29 *SECNO 31554.000 3470 ENCROACHMENT STATIONS= 1775.0 1940.0 TYPE= I TARGET= 165.000 *******END SECTIONS FOR PROPOSED SOUTHWEST~/~N BLVD. 31554.000 17.24 506.84 .00 506.36 507.58 .74 .00 .01 510.00 10500.0 .0 10500.0 .0 .0 1521.6 .0 121.8 16.0 510.00 .13 .00 6.90 .00 .000 .025 .000 .000 489.60 1786.75 .000597 6. 6. 6. 2 0 0 .00 141.50 1928.25 I 28SEP90 07:46:27 PAGE 37 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~T. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH ~ WTN ELMIN SSTA SLOPE XLOBL X~CH XLOBR iTRLAL IDC ICONT CORAR TOPWID ENDST CCHV- .100 CEHV- .300 *SECNO 31750.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCrOACHMeNT STATIONS~ 1000.0 1268.0 TYPE~ 1 TARGET= 268.000 H/tLFF ASSOC. SURV. SECN. AA 31750.000 18.89 507.53 .00 507.12 507.74 .21 .10 .05 559.60 10500.0 .0 10500.0 .0 .0 2886.5 .0 131.7 16.8 100000.00 · 14 .00 3.64 .00 .000 .045 .000 .000 488.64 1008.71 · 000457 166. 196. 226. 2 0 0 .00 241.34 1250.05 *SECNO 32740.000 3470 ENCROACHMENT STATIONS= 1000.0 1293.5 TYPEm i TARGET= 293.500 HALFF ASSOC. SURV. SECN. BB 32740.000 14.96 508.03 .00 507.67 508.27 .24 .52 .01 561.47 · 10500.0 .0 10500.0 .0 .0 2653.4 .0 194.7 22.4 100000.00 .21 .00 3.96 .00 .000 .045 .000 .000 493.07 1014.50 .000622 990. 990. 990. 2 0 0 .00 248.26 1262.76 =SECNO 33537.000 3470 ENCROACHMENT. STATIONS= 1027.0 1313.0 TYPE= I TARGET~ 286.000 ****** BEGIN SECTIONS FOR PROPOSED RAILROAD BRIDGE 33537.000 15.49 508.59 .00 508.28 508.89 .30 .60 .02 564.00 10500.0 .0 10500.0 .0 .0 2390.1 .0 240.8 27.0 100000.00 .26 .00 4.39 .00 .000 .045 .000 .000 493.10 1043.04 .000915 900. 797. 650. 2 0 0 .00 253.75 1296.79 CCEV'= .300 CF.,HV~ .500 *SEC,NO 33727.000 34?0 ENCROAC~WENT STATIONS~ 1036.0 1304.0 TYPE- I TARGET~ 268.000 I 28SEP90 07:46:27 PAGE 38 SECNO DEPTH CWSEL CRIWS WSELK EG HV wt. OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK ELEV TI.ME VLOE VCH VROB XNL XNCH XNR WEN ELMIN SSTA SLOPE XLOEL XLCH ~LOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, Enn~A= 515.78 ELREA= 515.78 33727.000 15.67 508.77 .00 508.49 509.06 .29 .17 .00 561.00 10500.0 .0 10500.0 .0 .0 2436.7 .0 251.4 28.1 100000.00 · 28 .00 4.31 .00 .000 .045 .000 .000 493.10 1042.60 · 000862 190. 190. 190. 2 0 0 .00 254.77 1297.37 "SECNO 33737.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .44 3370 NORMAL BRIDGE, NRD= 69 MIN ELTRD= 515.90 MAX ELLC= 511.00 3470 ENCROACHMENT STATIONS= 1036.0 1304.0 TYPE= I TARGET=- 268.000 D.S. FACE PROPOSED RAILROAD BRIDGE 33737.000 15.61 508.71 .00 508.42 509.15 .45 .02 .08 561.00 10500.0 .0 10500.0 .0 .0 1958.3 .0 251.9 28.2 100000.00 · 28 .O0 5.36 .00 .000 .045 .000 .000 493.10 1042.78 .004485 10. 10. 10. 2 0 0 -462.54 254.40 1297.19 *SECNO 33752.000 3370 NORMAL BRIDOE, N~D= 69 HIN ELTRD= 515.90 MAX ELLC= 511.00 3470 ENCROACHMENT STATIONS= 1036.0 1304.0 TYPE= I TARGET= 268.000 U.S. FACE PROPOSED RAILROAD BRIDGE 33752.000 15.68 508.78 .00 508.50 509.22 .44 .07 .00 561.00 10500.0 .0 10500.0 .0 .0 1973.9 .0 252.5 28.3 100000.00 .28 .00 5.32 .00 .000 .045 .000 .000 493.10 1042.56 .004400 15. 15. 15. 2 0 0 -466.17 254.85 1297.41 *SECNO 33762.000 3302 WARNING= CONVEYANCE CHA~GE OUTSIDE OF ACCEPTABLE RANGE, FJ~ATIO = 2.35 I 28SEPg0 07: 46: 27 PAGE 39 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 ~OB VCH VROB XNL XNCE XNR WTN ELMIN SSTA SLOPE X330BL XLCH XLOER ITRIAL IDC iCONT CORAR TOPWID ENDST 34?0 ENCROACHMENT STATIONS= 1036.0 1304.0 TYPE- i TARGET= 268.000 3495 OVERBANK AREA A~SUM~D NON-EFFECTIVE, ELLEA= 515.90 ELREA- 515.90 **~*~ END SECTIONS FOR PROPOSED RAILROAD BRID~E *****~ 33762.000 15.91 509.01 .00 508.75 509.29 .27 .02 .05 561.00 10500.0 .0 10500.0 .0 .0 2499.1 .0 253.1 28.3 100000.00 .28 .00 4.20 .00 .000 .045 .000 .000 493.10 1041.88 .000799 10. 10. 10. 2 0 0 .00 256.22 1298.10 CCHV- .100 CEHVz .300 mSECNO 34045.000 3470 ENCROACHMENT STATIONS= 1000.0 1351.0 TYPE- i TARGET- 351.000 HALFFASSOC. SURV. SECN. CC 34045.000 16.15 509.25 .00 509.01 509.51 .25 .22 .00 568.50 10500.0 .0 10500.0 .0 .0 2598.0 .0 269.6 30.0 100000.00 .30 .00 4.04 .00 .000 .045 .000 .000 493.10 1034.31 · 000732 150. 283. 300. 2 0 0 .00 264.69 1298.99 *$ECNO 34330.000 3302 WARNIN=: CONVEYANCE CHANGE OUTSIDE OF ACCRPTABLE RANGE, KRATIO = .68 3470 ENCROACHMENT STATIONS= 1000.0 1334.0 TYPE= i TARGET= 334.000 HALFF A~SOC. SURV. SECN. DD 34330.000 11.37 509.44 .00 509.21 509.85 .42 .30 .05 568.23 10500.0 .0 10500.0 .0 .0 2029.0 .0 284.7 31.7 100000.00 .31 .00 5.18 .00 .000 .045 .000 .000 498.07 1036.27 .001595 285. 285. 285. 2 0 0 .00 258.64 1294.91 tSE~NO 34870.000 3470 ENCROACHMENT STATIONS= 1000.0 1332.0 TYPE= I TAR,?,ET= 332.000 I 28SEP90 07=46~27 PAGE 40 HALFF ASSOC. SURV. SECN. EE 34870.000 9.11 510.37 .00 510.22 510.87 .50 .99 .03 569.25 10500.0 .0 10500.0 .0 .0 1844.3 .0 308.8 34.9 100000.00 .34 .00 5.69 .00 .000 .045 .000 .000 501.26 1033.90 .002151 540. 540. 540. 2 0 0 .00 254.82 1288.72 tSECNO 35450.000 3370 NORMAI~ BRIDGE, NRD= 2 MIN ELTRD= 520.30 MAX ELLC= 514.10 3470 ENCROACHMI~NT STATIONS= 1000.0 1302.0 TYPE= i TARGET= 302.000 HALFF ASSOC. SURV. SECN. FF MOVED 120' TO D.S. FACE FREEPORT PKWY. 35450.000 10.68 511.58 .00 511.50 512.09 .52 1.22 .00 514.20 10500.0 .0 10500.0 .0 .0 1823.0 .0 333.2 38.2 100000.00 .37 .00 5.76 .00 .000 .045 .000 .000 500.90 1030.61 .002050 580. 580. 580. 2 0 0 .00 238.82 1269.43 *SECNO 35570.000 3370 NORMA~ Bi~IDGE, N-RD= 2 MIN ELT~D= 520.30 MAX ELLC= 514.10 3470 ENCROACHMENT STATIONSz 1000.0 1302.0 ~"£PE= i TARGET= 302.000 HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY. 35570.000 10.95 511.85 .00 511.78 512.33 .48 .23 .00 514.20 10500.0 .0 10500.0 .0 .0 1885.5 .0 338.3 38.8 100000.00 .37 .00 5.57 .00 .000 .045 .000 .000 500.90 1029.80 · 001849 120. 120. 120. I 0 0 .00 240.41 1270.21 *SECNO 35770.000 3302 WA~LNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE P~NGE, K~ATIO - .68 3470 ENC~OACHMENT STATION~= 1000.0 1316.0 TYPE= I TARGET= 316.000 35770.000 12.33 512.14 .00 512.08 513.00 .86 .56 .11 570.91 11200.0 .0 11200.0 .0 .0 1501.3 .0 346.1 40.0 100000.00 .38 .00 7.46 .00 .000 .045 .000 .000 499.81 1034.97 .004503 200. 200. 200. 2 0 0 .00 239.77 1274.73 i 28SEP90 07:46:27 PAGE 41 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL ~WA R-BARK ELEV TIME VLOB VCH VROB ~NL ~NCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH ~OBR ITRIA~ IDC ICONT CORAR TOPWID ENDST ~SECNO 35970.000 CHIM~ CLSTA= 1131.00 CELCH= 500.00 BW= 80.00 STCHL~ 1000.00 STCHI~= 1264.90 EXCAVATION DATA A~X= 699.5SQ-FT VEXR~ .0K*CU-YD VEXTz .0K*CU-YD 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPT. ABLE RANGE, KRATIO B 1.65 3470 ENCROACI~MENT STATIONS~ 1000.0 1264.9 TYPE~ I TAI~GET~ 264.900 HAI~FASSOC. SURV. SECN. GG [TRANSITION BACKTO NAT. CHANNEL)-- -- APPROX. NEAR OLD COE STA. 37550. 35970.000 13.24 512.65 .00 512.60 513.52 .87 .51 .00 569.01 11200.0 .0 11200.0 .0 .0 1495.0 .0 352.9 40.9 100000.00 · 39 .00 7.49 .00 .000 .035 .000 .000 499.41 1051.96 .001652 200. 200. 200. 2 0 0 .00 161.10 1213.06 *SECNO 36140.000 CHIMP CLSTA= 1166.00 CELCH= 501.00 BW= 80.00 STCHL= 1074.36 STCHR= 1250.38 EXCAVATION DATA A~X= 900.SSQ-FT VEl(R= 5.0K*CU-YD VEXT=- 5.0K*CU-YD 3470 ENCROACI~WENT STATIONS- 1074.0 1251.0 TYPE~ I TARQ~T= 177.000 HALFF ASSOC. SURV. SECN. "Aw (1/29/85) BAF 36140.000 11.84 512.84 .00 512.80 513.88 1.04 .31 .05 518.21 11200.0 .0 11200.0 .0 .0 1367.5 .0 358.5 41.5 515.79 .39 .00 8.19 .00 .000 .035 .000 .000 501.00 1090.48 .002039 200. 170. 130. 2 0 0 .00 151.03 1241.52 *SECNO 36360.000 CHLMP CLSTA= 1145.00 CELCH= 501.40 BW= 80.00 STCHL= 1050.73 STCHR= 1230.93 EXCAVATION DATA AEX= 1351.0SQ-FT VI~XR- 9.2K*CU-YD VEX~= 14.2K*CU-YD 3470 ~NCROACH}tENT STATIONS~ 1050.0 1231.0 TYPE~ 1 TARG~T~ 181.000 I 28SEP90 07:46~27 PAGE 42 HA~FF ASSOC. SURV. SECN. "B" (1/29/85) ~ 36360.000 11.90 513.30 .00 513.26 514.32 1.03 .44 .00 519.49 11200.0 .0 11200.0 .0 .0 1376.3 .0 365.4 42.2 516.71 .40 .00 8.14 .00 .000 .035 .000 .000 501.40 1069.31 .002002 220. 220. 220. 2 0 0 .00 151.38 1220.69 *SECNO 38285.000 CHIMP CLSTA= 1082.00 C~LCH= 502.00 BW= 70.00 STCHL~ 985.80 STCHR~ 1157.70 EXCAVATION DATA AEX~ 1118.25Q-FT VEXR~ 4.SK*CU-YD VEXT- 19.0K*CU-YD 3470 ENCROACHMENT STATIONS~ 985.0 1158.0 TYPE~ I TARGET~ 173.000 HALFF ASSOC. SURV. SECN., TRANSISTION TO CONCRETE (COE STATIONING) 38285.000 11.28 513.28 .00 513.24 514.70 1.42 .26 .12 522.40 11200.0 .0 11200.0 .0 .0 1171.1 .0 368.5 42.6 515.57 · 41 .00 9.56 .00 .000 .035 .000 .000 502.00 1013.16 · 003025 105. 105. 105. 2 0 0 .00 137.67 1150.84 *SECNO 38290.000 CHIMP CLSTA= 1082.00 CELCH= 502.00 BW~ 70.00 STCHA~ 985.80 STCER~ 1157.70 EXCAVATION DATA AEX~ 1118.25Q-FT %rF2(R= .2K*CU-YD VEX~= 19.2K*CU-YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTJ%BLE RANGE, KRATIO ~ 2.34 3470 ENCROACHMENT STATIONS= 985.0 1158.0 TYPE= i T3%RGET=- 173.000 38255 BEPEAT~D, TRANSITION TO CONCP, ETE (COE STATIONING) 38290.000 11.29 513.29 .00 513.25 514.70 1.42 .01 .00 522.40 11200.0 .0 11200.0 .0 .0 1172.7 .0 368.6 42.6 515.57 · 41 .00 9.55 .00 .000 .015 .000 .000 502.00 1013.13 .000554 5. 5. 5. 0 0 0 .00 137.74 1150.87 *SECNO 38340.000 CHIMP CLSTA~ 2765.00 C~LCH~ 502.20 BW~ 70.00 STCEL~ 2670.00 STCHR= 2860.00 EXCAVATION DATA AEX= 1075.45Q-FT VF, XR= 2.0K*CU-YD VEX~ 21.3K*CU-YD 1 28SEP90 07:46:27 PAGE 43 SECNO DEPTH CWSEL CRIWS WSELK EG HV HI, OLOSS L-BANK ELEV Q QLOB QCE QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL ~-NCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONSm 2670.0 2860.0 TYPE~ I TARGET~ 190.000 PORTION OF COE SECN. 38380., BOTTON OF DROP 38340.000 10.68 512.88 .00 512.84 514.92 2.04 .03 .19 515.40 11200.0 .0 11200.0 .0 .0 976.8 .0 369.9 42.8 100000.00 · 41 .00 11.47 .00 .000 .015 .000 .000 502.20 2708.62 .000798 50. 50. 50. 2 0 0 .00 112.76 2821.38 *SECNO 38360.000 CHIMP CLSTA' 2765.00 CELCH~ 511.30 BW- 110.00 STC~-- 2670.00 STCBIR- 2860.00 EXCAVATION DA~A AEX- 285.gSQ-FT I~KXR= .SK*CU-YD VI~X"2=- 21.SK*CU-YD 3685 20 TRIALS /LTTEMPTED WSEL,CWSEL 3693 PROBABLI~ MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEP~H ASSUI~ED 3470 ENCROACHMENT ST~a~TIONS- 2670.0 2860.0 TYPE= I TARGET- 190.000 PORTION OF COE SECN. 38380., TOP OF DROP APPROXIMATE CITY LIMIT OF COPPELL 38360.000 6.24 517.54 517.54 517.52 519.92 2.38 .02 .10 515.40 11200.0 .0 11200.0 .0 .0 905.0 .0 370.3 42.8 100000.00 .41 .00 12.38 .00 .000 .015 .000 .000 511.30 2670.00 .002029 20. 20. 20. 20 11 0 .00 190.00 2860.00 *SECNO 38380.000 3685 20 TRIALS ATTEid~TED WSEL~CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH A~SUM~D 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL~ 529.20 ELENCR~ 529.20 D.S. FACE OF W. BOUND I.H. 635 i 28SEP90 07~46:27 PAGE 44 ('n' Values, channel hank stations and encroachments have been corrected through 635 by A.H.H.) 38380.000 7.54 518.94 518.94 518.94 521.29 2.35 .09 .00 515.40 11200.0 421.3 10430.3 348.4 23.2 885.8 19.4 370.7 42.9 515.40 .41 18.14 11.77 17.97 .015 .045 .015 .000 511.40 2656.88 .016410 20. 20. 20. 20 11 0 .00 214.07 2870.95 SPECIAL BRIDGE SB L-K 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 W.S.= 518.84 BRIDGE VELOCITY= 8.94 CALCULATED C~%NNEL A~EA~ 1252. EGPP~S EGLWC H3 QWEIR QLOW BAP, EA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 521.41 .41 0. 11200. 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 U.S. FACE OF W. BOUND I.H. 835 38420.000 7.85 519.35 .00 519.35 521.41 2.06 .12 .00 515.50 11200.0 469.4 10342.5 388.2 27.5 944.7 22.9 371.6 43.1 515.50 .41 17.09 10.95 16.92 .015 .045 .015 .000 511.50 2655.74 · 013018 40. 40. 40. 0 0 0 .00 216.17 2871.91 *SECNO 38500.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE C~ANGE OUTSIDE OF ACCEPTABLE RANGE, KRA.TIO m 1.48 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= i TARGET= 260.000 -R?.~NCL~ 529.20 ELENCR- 529.20 VALLEY SECTION BE~"%~]~EN I.H. 635 BRIDGES 38500.000 9.04 520.84 .00 520.84 522.17 1.33 .68 .07 515.80 11200.0 652.0 10008.9 539.1 47.1 1171.5 39.4 373.7 43.5 515.80 .41 13.83 8.54 13.70 .015 .045 .015 .000 511.80 2651.32 .005951 80. 80. 80. 2 0 0 .00 224.29 2875.60 I 28SEPg0 07: 46: 27 PAGE 45 SECNO DEP.'I'H CWSEL CRIWS WSELK EG B'V ItL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TI/~E VLOB VCB VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- i TA~GET~ 260.000 -~.RNCL= 529.20 ELENCR= 529.20 D.S. FACE OF E. BOUND I.H. 635 38580.000 9.15 521.35 .00 521.35 522.63 1.28 .46 .00 516.20 11200.0 668.6 9978.5 552.9 49.2 1192.6 41.1 376.0 43.9 516.20 .41 13.58 8.37 13.45 .015 .045 .015 .000 512.20 2650.91 .005574 80. 80. 80. 2 0 0 .00 225.04 2875.94 SPECIAL BRIDGE SB XK XKOR COFQ RDT.~N BWC BWP BA/~F.A 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.= 521.30 BRIDGE VELOCI~Y= 7.28 CALCULATED CHANNEL AREA= 1539. EG~ES EGLWC E3 QWEIR QLOW BAR~A ."~RAPEZOID ELLC ELTRD WEIRLN AREA .00 522.74 .11 0. 11200. 3920. 3708. 528.70 532.80 0. 3470 ENCROACH~2~T STATIONS= 2630.0 2890.0 TYPE= I T~/~GET=- 260.000 ~CLB 529.20 ELENCR~ 529.20 U.S. FACE OF E. BOUND I.H. 635 38620.000 9.17 521.47 .00 521.47 522.74 1.27 .11 .00 516.30 11200.0 670.3 9975.4 554.3 49.4 1194.7 41.3 377.2 44.1 516.30 · 41 13.56 8.35 13.43 .015 .045 .015 .000 512.30 2650.86 .005538 40. 40. 40. 0 0 0 .00 225.12 2875.98 *SECNO 38670.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= I TARGET-~ 260.000 ~T.~CL= 529.20 ELENCR= 529.20 i 28SEP90 07:46:27 PAGE 46 50' U.S.E. BOUND 1.9. 635 38670.000 9.51 521.91 .00 521.91 523.03 1.12 .28 .02 516.40 11200.0 182.9 10853.3 163.8 56.2 1260.1 47.0 378.7 44.4 516.40 · 42 3.25 8.61 3.49 .065 .045 .060 .000 512.40 2649.59 · 005488 50. 50. 50. 2 0 0 .00 227.46 2877.04 · SECNO 39720.000 3301 HV CHANGED MOPE THAN I~VINS 3470 ENCROACI~WENT STATIONS~ 1517.0 1922.0 TYPE= 2 T2LRGETz 405.000 PROFILE SECTION Z - SURVEY SECTION 25 39720.000 9.20 526.20 .00 526.04 526.65 .45 3.55 .07 519.00 11200.0 5541.8 1006.2 4651.9 1114.5 114.4 965.1 404.3 48.7 518.80 .45 4.97 8.79 4.82 .065 .045 .060 .000 517.00 1517.00 .004413 25. 1050. 750. 2 0 0 .00 405.00 1922.00 *SECNO 41180.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.61 3470 ENCROACHMENT STATIONS~ 2244.0 2844.0 ~*YPE- 2 TARGET= 600.000 END OF A.E.H. CHANNEL IMPROVEIiENT DATA 41180.000 9.91 529.31 .00 528.67 529.41 .10 2.72 .04 521.20 7900.0 3899.4 613.9 3386.7 1750.3 147.8 1428.5 495.4 65.5 521.20 .62 2.23 4.15 2.37 .065 .045 .060 .000 519.40 2244.00 .000852 1300. 1460. 1600. 4 0 0 .00 600.00 2844.00 *SECNO 41950.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .52 3470 ENCROACHMENT STATIONS= 1545.5 2055.5 TYPE= 2 TARGET= 510.000 100' D.S. RADIO RD 41950.000 9.48 530.28 .00 529.66 530.63 .35 1.14 .08 522.10 7900.0 2960.5 1286.5 3653.0 761.9 165.0 948.5 541.4 75.3 522.60 .67 3.89 7.80 3.85 .065 .045 .060 .000 520.80 1545.50 .003208 770. 770. 770. 2 0 0 .00 510.00 2055.50 i 28SEP90 07=46:27 PA~E 47 SECNO DEi~TH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE X~OBL XLCH ~OBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 42050.000 3301 HV CHANGED MOP~ THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PRO~A~LE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STA~IONS~ 1506.0 2116.0 TYPE~ 2 TARGET~ 610.000 D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 9.96 530.96 530.96 531.09 532.26 1.30 .43 .29 522.30 7900.0 1862.2 4879.4 1158.5 510.8 430.3 430.7 545.1 76.6 523.00 .67 3.65 11.34 2.69 .065 .045 .060 .000 521.00 1506.00 .006026 100. 100. 100. 20 8 0 .00 610.00 2116.00 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC EWP BA~EA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *SECNO 42090.000 3301 HV CHA~GED MORE THAN HVINS 3302 WA~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPT. ABLE RANGE, KRA.TIO - 3.58 PP~ESSU~E AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPR~ EGLWC H3 QW~IR QPR BAREA TP~PEZOID ELLC ELT~D WEIRLN APdA 540.74 532.36 .00 2607. 5295. 474. 474. 527.10 529.70 79. 3470 ENCROACHI4ENT STATIONS= 1526.0 2096.0 TYPE= 2 TARGET= 570.000 U.S. FACE RADIO RD SECT #26 42090.000 14.24 535.24 .00 535.40 535.35 .11 3.10 .00 522.30 7900.0 2725.4 2556.1 2618.5 1608.8 627.2 1532.3 547.5 77.1 523.00 .67 1.69 4.08 1.71 .065 .045 .060 .000 521.00 1526.00 .000471 40. 40. 40. 2 0 2 .00 570.00 2096.00 I 28SEP90 07:46:27 PAGE 48 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK EI~"V Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 42170.000 3302 WA~LNING: CONVEYANCE CHANGE OI3~SIDE OF ACCEPTABT.R RANGE, KiULTIO = 1.97 3470 ENCROACB~IENT STATIONS= 1295.5 2305.5 TYPE= 2 TARGET= 1010.000 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 14.66 535.36 .00 535.42 535.38 .02 .02 .01 522.00 7900.0 3490.3 545.1 3864.6 3562.4 263.3 3610.6 557.8 78.6 522.50 · 69 .98 2.07 1.07 .065 .045 .060 .000 520.70 1295.50 .000121 80. 80. 80. 2 0 0 .00 1010.00 2305.50 · SECNO 44200.000 3302 WILRNIN~: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KICa. TIO z .31 3470 ENCROACEMENT STATIONS= 1473.0 2053.0 TYPE= 2 TARGET~ 580.000 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 10.82 535.72 .00 535.57 535.89 .17 .47 .05 526.80 7900.0 3945.3 2039.3 1915.4 1455.6 411.3 944.6 745.2 107.2 531.90 .84 2.71 4.96 2.03 .065 .045 .060 .000 524.90 1473.00 .001259 1800. 2030. 1300. 2 0 0 .00 580.00 2053.00 *SRCNO 45820.000 3302 WARNING: CONVEYARCE CHANGE OUTSIDE OF ACCEPTABL~ RANQE, KRATIO = .42 3470 ENCROACI~M]~NT STATIONS= 1858.5 2488.5 TYPEz 2 TARGET= 630.000 PROFILE SECTION DD - SURVEY SECTION 29 45820.000 6.99 538.79 .00 538.30 539.32 .53 3.32 .11 533.00 7900.0 3489.6 1660.0 2750.4 757.3 174.2 682.1 810.3 124.2 533.10 .91 4.61 9.53 4.03 .065 .045 .060 .000 531.80 1858.50 .007071 1400. 1620. 1000. 4 0 0 .00 630.00 2488.50 I 28SEP90 07:46:27 PAGE 49 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK EI. EV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME ~FLOB VCH VROB XNL ~/~CH XNR WTN ELMIN SSTA SLOPE XLOBL X~CH XLOBR IT"RIAL IDC ICONT CORAR TOPWID ENDST *SECNO 47450.000 .... 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ](RATIO = 1.74 3470 ENCROACHMENT STATIONS= 2109.0 2609.0 TYPE= 2 TARGET= 500.000 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 12.10 544.20 .00 543.63 544.49 .29 5.15 .02 535.80 7900.0 3382.9 1496.5 3020.6 1037.3 206.2 900.7 867.7 141.3 535.40 1.00 3.26 7.26 3.35 .065 .045 .060 .000 532.10 2109.00 .002346 1250. 1630. 1350. 3 0 0 .00 500.00 2609.00 *SECNO 47540.000 3470 ENCROACHMENT STATIONS~ 1226.0 1876.0 TYPE= 2 TARG~ET=- 650.000 100' D.S. COUNTY LINE RD 47540.000 13.10 544.30 .00 543.69 544.81 .51 .25 .06 542.30 7900.0 1400.1 4976.7 1523.2 658.6 710.5 661.2 872.4 142.6 542.20 1.01 2.13 7.00 2.30 .065 .045 .060 .000 531.20 1226.00 .002848 10. 90. 200. 2 0 0 .00 650.00 1876.00 *SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 1.94 3470 ENCROACHMENT STATIONS= 996.0 2106.0 T"fPE= 2 TARGET~ 1110.000 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 14.17 544.87 .00 543.98 544.98 .11 .13 .04 541.80 7900.0 2567.8 3112.1 2220.1 1785.5 797.0 1544.1 879.5 144.7 541.70 1.02 1.44 3.90 1.44 .065 .045 .060 .000 530.70 996.00 .000759 100. 100. 100. 2 0 0 .00 1110.00 2106.00 I 28SEP90 07 -' 46: 27 PAGE 50 SECNO DEPTH CWSEL CRIWS WSELK EG HV ~L OLOSS L-BANK EI~V Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK ELEV TI~ VLOB VCH VROB XNL XNCB XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITHIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB X~ 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 3.24 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.84 PRESSURE AND W~IR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC E3 QWEIR QPR BAREA TRAPEZOID EI~LC BLT~D WEIRLN AREA 559.96 544.98 .01 3786. 4116. 417. 416. 540.40 541.70 80. 3470 ENCROACHP[ENT STATIONS= 1041.0 2061.0 TYPE- 2 TARGET= 1020.000 U.S. FACE COUNTY LIN~ RD SECT #31 47570.000 18.24 548.94 .00 548.59 548.96 .02 3.99 .00 541.80 7900.0 2985.6 1940.9 2973.5 3538.8 1123.2 3353.1 883.7 145.4 541.70 1.03 .84 1.73 .89 .065 .045 .060 .000 530.70 1041.00 .000094 30. 30. 30. 2 0 3 .00 1020.00 2061.00 *8ECNO 47720.000 3280 CROSS SECTION 47720.00 EX~EKDED 2.64 FEET 3470 ENCROACHMENT STATIONS- 1113.5 1988.5 TYPE= 2 TARGET- 875.000 50' U.S. COUNTY LINE ~D 47720.000 17.94 548.94 .00 548.59 548.97 .03 .01 .00 542.10 7900.0 2785.6 2221.2 2893.2 2863.9 1097.5 2785.2 892.1 146.5 542.00 1.04 .97 2.02 1.04 .065 .045 .060 .000 531.00 1113.50 .000133 50. 50. 50. 2 0 0 .00 875.00 1988.50 i 288EP90 07: 46: 27 PAGE 51 SECNO DEPTH CWSEL CRIWS WSELK EG HV EL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TW~ R-BANK ELEV TIME %rLOB VC~ VROB XNL XNCH XNR WTN EI&MIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 48350.000 3280 CROSS SECTION 48350.00 E~I'ENDED 1.26 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .53 3470 ENCROACHMENT STATIONS' 2095.0 2335.0 TYPE= 2 TABGET~ 240.000 PROFILE SECTION ~G - SURVEY SECTION 32 48350.000 13.56 548.96 .00 548.61 549.14 .18 .12 .05 543.40 7900.0 250.2 6937.0 712.8 178.6 1927.0 342.0 945.7 152.7 539.10 1.08 1.40 3.60 2.08 .065 .045 .060 .000 535.40 2095.00 .000469 600. 630. 300. 2 0 0 .00 240.00 2335.00 i 28SEP90 07:46:27 PAQE 52 THIS RUN EXECUTED 28S~P90 07:46:58 ************************************************** HEC2 RELEASE DATED SEP 88 UPDATED JUN 1990 ERROR CORR - 01,02,03,04 MODIFICATION - ************************************************** NOTE- A~T~RISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES M~SSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK SUMMARY PRINTOUT TABLE 110 SECHO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCKR STE 27620.000 495.60 .00 496.42 590.55 2714.63 7542.12 243.25 .00 .00 1926.00 1992.00 27620.000 495.72 .12 496.68 443.93 2469.97 8030.03 .00 .09 1548.08 1926.00 1992.00 1992 30130.000 502.18 .00 503.30 242.29 4499.36 6000.09 .55 .00 .00 2180.00 2222.00 30130.000 502.93 .75 504.05 127.51 4378.40 6121.60 .00 .07 2094.49 2180.00 2222.00 2222 30189.000 502.14 .00 503.88 98.13 .00 10500.00 .00 .00 .00 2138.00 2263.00 30189.000 502.94 .80 504.48 90.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2246 * 30190.000 501.97 .00 504.07 90.76 .00 10500.00 .00 .00 .00 2138.00 2263.00 * 30190.000 502.80 .83 504.64 84.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245 30200.000 502.40 .00 504.32 91.46 .00 10500.00 .00 .00 .00 2138.00 2263.00 30200.000 503.09 .69 504.84 84.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245 * 30201.000 502.98 .00 504.46 99.89 .00 10500.00 .00 .00 .00 2138.00 2263.00 * 30201.000 503.56 .58 504.95 90.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245 30250.000 504.02 .00 504.68 337.50 5056.66 5371.24 72.11 .00 .00 2180.00 2222.00 30250.000 504.43 .41 505.16 155.00 4980.43 5519.57 .00 155.00 2067.00 2180.00 2222.00 2222 31310.000 506.15 .00 506.65 419.11 6288.79 4211.21 .00 .00 .00 1863.00 1920.00 31310.000 506.56 .41 507.15 180.55 6086.36 4413.64 .00 186.00 1734.00 1863.00 1920.00 1920 31420.000 506.22 .00 506.93 139.07 .00 10500.00 .00 .00 .00 1777.00 1938.00 31420.000 506.73 .50 507.37 141.99 .00 10500.00 .00 165.00 1775.00 1777.00 1938.00 1940 * 31464.000 506.27 .00 506.97 139.33 .00 10500.00 .00 .00 .00 1777.00 1938.00 * 31464.000 506.76 .50 507.40 142.22 .00 10500.00 .00 165.00 1775.00 1777.00 1938.00 1940 31470.000 506.17 .00 507.01 131.99 .00 10500.00 .00 .00 .00 1777.00 1938.00 31470.000 506.68 .51 507.45 135.04 .00 10500.00 .00 165.00 1775.00 1777.00 1938.00 1940 i 28SF, P90 07:46:27 PAaE 53 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH Qi~OB PEP, ENC STENCL STCHL STCHR 31503.000 506.19 .00 507.06 132.14 .00 10500.00 .00 .00 .00 1777.00 1938.00 31503.000 506.70 .51 507.48 135.18 .00 10500.00 .00 165.00 1775.00 1777.00 1938.00 1940 31509.000 506.32 .00 507.07 138.90 .00 10500.00 .00 .00 .00 1777.00 1938.00 31509.000 506.81 .49 507.50 141.85 .00 10500.00 .00 165.00 1775.00 1777.00 1938.00 1940 31515.000 506.25 .00 507.11 132.44 .00 10500.00 .00 .00 .00 1777.00 1938.00 31515.000 506.75 .50 507.53 135.44 .00 10500.00 .00 165.00 1775.00 1777.00 1938.00 1940 31548.000 506.27 .00 507.15 132.61 .00 10500.00 .00 .00 .00 1777.00 1938.00 31548.000 506.77 .50 507.57 135.59 .00 105~0.00 .00 165.00 1775.00 1777.00 1938.00 1940 31554.000 506.36 .00 507.17 138.49 .00 10500.00 .00 .00 .00 1777.00 1938.00 31554.000 506.84 .49 507.58 141.50 .00 10500.00 .00 165.00 1775.00 1777.00 1938.00 1940 31750.000 507.12 .00 507.34 238.26 .00 10500.00 .00 .00 .00 1000.00 1268.00 31750.000 507.53 .41 507.74 241.34 .00 10500.00 .00 268.00 1000.00 1000.00 1268.00 1268 32740.000 507.67 .00 507.93 245.24 .00 10500.00 .00 .00 .00 1000.00 1293.50 32740.000 508.03 .36 508.27 248.26 .00 10500.00 .00 293.50 1000.00 1000.00 1293.50 1293 33537.000 508.28 .00 508.60 251.95 .00 10500.00 .00 .00 .00 1027.00 1313.00 33537.000 508.59 .30 508.89 253.75 .00 10500.00 .00 286.00 1027.00 1027.00 1313.00 1313 33727.000 508.49 .00 508.79 253.10 .00 10500.00 .00 .00 .00 1036.00 1304.00 33727.000 508.77 .28 509.06 254.77 .00 10500.00 .00 268.00 1036.00 1036.00 1304.00 1304 * 33737.000 508.42 .00 508.90 252.71 .00 10500.00 .00 .00 .00 1036.00 1304.00 * 33737.000 508.71 .29 509.15 254.40 .00 10500.00 .00 268.00 1036.00 1036.00 1304.00 1304 33752.000 508.50 .00 508.97 253.20 .00 10500.00 .00 .00 .00 1036.00 1304.00 33752.000 508.78 .28 509.22 254.85 .00 10500.00 .00 268.00 1036.00 1036.00 1304.00 1304 * 33762.000 508.75 .00 509.04 254.66 .00 10500.00 .00 .00 .00 1036.00 1304.00 * 33762.000 509.01 .26 509.29 256.22 .00 10500.00 .00 268.00 1036.00 1036.00 1304.00 1304 34045.000 509.01 .00 509.28 263.06 .00 10500.00 .00 .00 .00 1000.00 1351.00 34045.000 509.25 .24 509.51 264.69 .00 10500.00 .00 351.00 1000.00 1000.00 1351.00 1351 * 34330.000 509.21 .00 509.65 256.91 .00 10500.00 .00 .00 .00 1000.00 1334.00 34330.000 509.44 .23 509.85 258.64 .00 10500.00 .00 334.00 1000.00 1000.00 1334.00 1334 34870.000 510.22 .00 510.75 253.80 .00 10500.00 .00 .00 .00 1000.00 1332.00 34870.000 510.37 .14 510.87 254.82 .00 10500.00 .00 332.00 1000.00 1000.00 1332.00 1332 35450.000 511.50 .00 512.02 238.33 .00 10500.00 .00 .00 .00 1002.00 1302.00 35450.000 511.58 .08 512.09 238.82 .00 10500.00 .00 302.00 1000.00 1002.00 1302.00 1302 35570.000 511.78 .00 512.27 239.99 .00 10500.00 .00 .00 .00 1002.00 1302.00 35570.000 511.85 .07 512.33 240.41 .00 10500.00 .00 302.00 1000.00 1002.00 1302.00 1302 28SEP90 07:46:27 PAGE 54 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STE * 35770.000 512.08 .00 512.96 239.30 .00 11200.00 .00 .00 .00 1000.00 1316.00 * 35770.000 512.14 .06 513.00 239.77 .00 11200.00 .00 316.00 1000.00 1000.00 1316.00 1316 * 35970.000 512.60 .00 513.48 160.53 .00 11200.00 .00 .00 .00 1000.00 1264.90 * 35970,000 512.65 .04 513.52 161.10 .00 11200.00 .00 264.90 1000.00 1000.00 1254.90 1264 36140.000 512.80 .00 513.85 150.78 .00 11200.00 .00 .00 .00 1074.36 1250.38 36140.000 512.84 .04 513,88 151.03 .00 11200.00 .00 177.00 1074.00 1074.36 1250.38 1251 36360.000 513.26 .00 514.30 151.17 .00 11200.00 .00 .00 .00 1050.73 1230.93 36360.000 513.30 .03 514.32 151.38 .00 11200.00 .00 181.00 1050.00 1050.73 1230.93 1231 38285.000 513.24 .00 514.68 137.47 .00 11200.00 .00 .00 .00 985.80 1157.70 38285.000 513.28 .03 514.70 137.67 .00 11200.00 .00 173.00 985.00 985.80 1157.70 1158 * 38290.000 513.25 .00 514.68 137.54 .00 11200.00 .00 .00 .00 985.80 1157.70 * 38290.000 513.29 .03 514.70 137.74 .00 11200.00 .00 173.00 985.00 985.80 1157.70 1158 38340.000 512.84 .00 514.90 112.61 .00 11200.00 .00 .00 .00 2670.00 2860.00 38340.000 512.88 .04 514.92 112.76 .00 11200.00 .00 190.00 2670.00 2670.00 2860.00 2860 t 38360.000 517.52 .00 519.90 204.38 11.16 11179.61 9.23 .00 .00 2670.00 2860.00 * 38360.000 517.54 .02 519.92 190.00 .00 11200.00 .00 190.00 2670.00 2670.00 2860.00 2860 * 38380.000 518.94 .00 521.29 214.07 421.40 10430.13 348.48 260.00 2630.00 2670.00 2860.00 2890 * 38380.000 518.94 .00 521.29 214.07 421.29 10430.31 348.39 260.00 2630.00 2670.00 2860.00 2890 38420.000 519.35 .00 521.41 216.18 469.45 10342.34 388.22 260.00 2630.00 2670.00 2860.00 2890 38420.000 519.35 .00 521.41 216.17 469.38 10342.47 388.16 260.00 2630.00 2870.00 2860.00 2890 * 38500.000 520.84 .00 522.17 224.29 651.94 10008.92 539.14 260.00 2630.00 2670.00 2860.00 2890 * 38500.000 520.84 .00 522.17 224.29 651.95 10008.90 539.15 260.00 2630.00 2670.00 2860.00 2890 38580.000 521.35 .00 522.63 225.04 668.61 9978.48 552.91 260.00 2630.00 2670.00 2860.00 2890 38580.000 521.35 .00 522.63 225.04 668.60 9978.49 552.91 280.00 2630.00 2670.00 2860.00 2890 38620.000 521.47 .00 522.74 225.11 670.26 9975.46 554.28 260.00 2630.00 2670.00 2880.00 2890 38620.000 521.47 .00 522.74 225.12 670.27 9975.45 554.28 260.00 2630.00 2670.00 2860.00 2890 38670.000 521.91 .00 523.03 227,46 182.89 10853.25 163.85 260.00 2630.00 2670.00 2860.00 2890 38670.000 521.91 .00 523.03 227.46 182.89 10853.27 163.85 260.00 2630.00 2670.00 2860.00 2890 39720.000 526.04 .00 526.32 960.03 4659.81 859.53 5680.67 .00 .00 1713.00 1726.00 39720.000 525.20 .16 526.65 405.00 5541.84 1006.22 4651.94 405.00 1517.00 1713.00 1726.00 1922 41180.000 528.67 .00 528.73 2041.00 4631.06 533.03 2735.90 .00 .00 2536.00 2552.00 41180.000 529.31 .64 529.41 600.00 3899.43 613.88 3386.69 600.00 2244.00 2536.00 2552.00 2844 * 41950.000 529.66 .00 530.10 1043.49 3050.86 1383.93 3465.20 .00 .00 1791.00 1810.00 ~ 41950.000 530.28 .62 530.63 510.00 2960.47 1286.53 3652.99 510.00 1545.50 1791.00 1810.00 2055 i 288E1~90 07:46:27 PAGE 55 8ECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC -qTENCL -qTCHL STCHR STE * 42050.000 531.09 .00 531.90 1395.65 2493.04 4209.71 1197.25 .00 .00 1788.00 1834.00 = 42050.000 530.96 -.13 532.26 610.00 1862.16 4879.37 1158.47 610.00 1506.00 1788.00 1834.00 2116 * 42090.000 535.40 .00 535.42 2728.92 3735.52 1118.08 3046.40 .00 .00 1788.00 1834.00 * 42090.000 535.24 -.17 535.35 570.00 2725.37 2556.13 2618.50 570.00 1526.00 1788.00 1834.00 2096 42170.000 535.42 .00 535.42 2748.10 3824.41 355.22 3720.37 .00 .00 1791.00 1810.00 * 42170.000 535.36 -.06 535.38 1010.00 3490.25 545.14 3864.61 1010.00 1295.50 1791.00 1810.00 2305 44200.000 535.57 .00 535.61 2015.59 2522.64 1149.23 4228.13 .00 .00 1740.00 1786.00 44200.000 535.72 .15 535.89 580.00 3945.29 2039.32 1915.39 580.00 1473.00 1740.00 1786.00 2053 * 45820.000 538.30 .00 539.02 1024.01 3576.55 1817.42 2506.02 .00 .00 2160.00 2187.00 · 45820.000 538.79 .49 539.32 630.00 3489.57 1660.04 2750.39 630.00 1858.50 2160.00 2187.00 2488 * 47450.000 543.63 .00 543.77 1416.65 4662.86 1151.64 2085.50 .00 .00 2349.00 2369.00 * 47450.000 544.20 .57 544.49 500.00 3382.89 1436.51 3020.59 500.00 2109.00 2349.00 2369.00 2609 47540.000 543.69 .00 543.93 1949.21 3235.62 3678.42 985.96 .00 .00 1511.00 1591.00 47540.000 544.30 .61 544.81 650.00 1400.09 4976.74 1523.17 650.00 1226.00 1511.00 1591.00 1876 * 47640.000 543.98 .00 544.07 2102.22 3828.67 2741.59 1329.74 .00 .00 1511.00 1591.00 * 47640.000 544.87 .89 544.98 1110.00 2567.77 3112.13 2220.10 1110.00 996.00 1511.00 1591.00 2106 * 47670.000 548.59 .00 548.59 2250.00 4707.09 1097.09 2095.82 .00 .00 1511.00 1591.00 * 47670.000 548.94 .38 548.96 1020.00 2985.63 1940.85 2973.52 1020.00 1041.00 1511.00 1591.00 2061 47720.000 548.59 .00 548.59 2250.00 4693.38 1131.81 2074.82 .00 .00 1511.00 1591.00 47720.000 548.94 .35 548.97 875.00 2785.60 2221.17 2893.23 875.00 1113.50 1511.00 1591.00 1988 * 48350.000 548.61 .00 548.63 1865.65 2426.85 3164.46 2308.69 .00 .00 2130.00 2300.00 48350.000 548.96 .35 549.14 240.00 250.25 6936.97 712.78 240.00 2095.00 2130.00 2300.00 2335 28SEP90 07:46=27 PAGE 56 SUMMARY OF ERRORS AND SPECIAL NOTES WAR~ING EECNO= 30190.000 PROFILE- i CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WAP.NING SECNOz 30190.000 PROFILEz 2 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 30201.000 PROFILE= I CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 31464.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 31464.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 33737.000 PROFILETM 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINg SECNO= 33737.000 PROFILE= 2 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WAi~NING SECNO= 33762.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINg SECNO~ 33762.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34330.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO= 34330.000 PROFILE- 2 CONVEYANCE C~%NGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35770.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO= 35770.000 PROFILE= 2 CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35970.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINg SECNO= 35970.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38290.000 PROFILE= I CON~Yi~CE CHANGE OUTSIDE ACCEPTABLE i~GE W/~RNING -~ECNO= 38290.000 PROFiLEz 2 CONVEYANCE CF~%NGE OD"TSIDE ACCEPTABLE RANGE CAUTION SECNO= 38360.000 PROFILE- I CRITICAL DEPTH ASSUMED CAUTION SECNO= 38360.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 38360.000 PROFILE- I 20 TRIALS ATTEMPteD TO BALANCE WSEL CAUTION SECNO= 38360.000 PROFILE- 2 CRITICAL DEPTH ABEUMED CAUTION SECNO= 38360.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO~ 38360.000 PROFILEB 2 20 TRIALS ATTEMPTED TO BALANCE W-~EL CAUTION SECNO= 38380.000 PROFILE= i CRiTICAL DEPTH ASSUMED CAUTION SECNO= 38380.000 PROFILE= I PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38380.000 PROFILE~ I 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 38380.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38380.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNOz 38380.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WA~NING SECNO- 38500.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE P~NGE WARNING SECNO= 38500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE ~ANGE WARNING SECNO= 41180.000 PROFILE= I CON~rEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCE/~T_~BLE RANGE WARNING SECNO~ 41950.000 PROFILEm i CONVEYANCE CHANGE OUTSIDE ACCePT-ABLE RANGE WARNING SECNO~ 41950.000 PROFILEz 2 CONVEYANCE CHANGE OUTSIDE ACCEPTalLBLE RANGE CAUTION SECNO~ 42050.000 PROFILE- i CRITICAL DEPTH ASSUMED 1 288EP90 07:46:27 PAGE 57 CAUTION SECNO- 42050.000 PROFILE- i PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO~ 42050.000 PROFILE= I 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 42050.000 PP~FILE~ 2 CRITICAL DEPTH ABSUMED CAUTION SECNO= 42050.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE~ 2 20 THIALS ATTEMPTED TO BALANCE WSEL -. WARNING SECNO~ 42090.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPT. ABLE RANGE WARNING SECNO= 42090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARRING SECNO~ 42170.000 PROFILE~ 2 CONVEYANCE C]~ANGE OUTSIDE ACCePTABLE RANGE WA~NING SECNO- 44200.000 PROFILE~ I CONVEYANCE CHANGE OUTSIDE ACCEPT. A~LE RANGE WARNING SECNO~ 44200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE CAUTION SECNO= 45820.000 PROFILE= I CRITICAL DEPTH A~SLTMED CAUTION SECNO= 45820.000 PROFILE= i PROBA~3LE MINIMUM SPECIFIC ENER=Y CAUTION SECNO~ 45820.000 PROFILE~ I 20 TRIALS ATTEMlWIT. D TO BALANCE WSEL WARRING SECNO= 45820.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTA]3LE RANGE WARNING SECNO~ 47450.000 PROFILE~ i CON%rEyANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47450.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA/~NING SECNO~ 47640.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO~ 47640.000 PROFILE- 2 CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WARRING SECNOz 47670.000 PROFILE~ I CONVEYARCE CHANGE OUTSIDE ACCEPT. A~LE ~ANGE WARNING SECNO- 47870.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAR~ING SECNO~ 48350.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE P~qGE I 28SF~Pg0 07:48:27 PAGE 58 FLOODWAY DATA, GRAPEVINE CREEK PROFILE NO. 2 ....... FLOODWAY ....... WATER SUP, FACE ELEVATION STATION WIDTH SECTION M~J~N WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 27620.000 444. 1830. 5.7 495.7 495.6 .1 30130.000 128. 1370. 7.7 502.9 502.2 .7 30189.000 90. 1053. 10.0 502.9 502.1 .8 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 31420.000 142. 1631. 6.4 506.7 506.2 .5 31464.000 142. 1636. 6.4 506.8 506.3 .5 31470.000 141. 1493. 7.0 506.7 506.2 .5 31503.000 141. 1475. 7.1 506.7 506.2 .5 31509.000 142. 1575. 6.7 506.6 506.3 .5 31515.000 141. 1476. 7.1 506.7 506.2 .5 31548.000 142. 1458. 7.2 506.8 506.3 .5 31554.000 141. 1522. 6.9 506.9 506.4 .5 31750.000 241. 2886. 3.6 507.5 507.1 .4 32740.000 248. 2653. 4.0 508.1 507.7 .4 33537.000 254. 2390. 4.4 508.6 508.3 .3 33727.000 255. 2437. 4.3 508.8 508.5 .3 33737.000 254. 1958. 5.4 508.7 508.4 .3 33752.000 255. 1974. 5.3 508.8 508.5 .3 33762.000 256. 2499. 4.2 509.1 508.8 .3 34045.000 265. 2598. 4.0 509.2 509.0 .2 34330.000 259. 2029. 5.2 509.4 509.2 .2 34870.000 255. 1844. 5.7 510.3 510.2 .1 35450.000 239. 1823. 5.8 511.6 511.5 .1 35570.000 240. 1885. 5.6 511.9 511.8 .1 35770.000 240. 1501. 7.5 512.2 512.1 .1 35970.000 161. 1495. 7.5 512.6 512.6 .0 36140.000 151. 1368. 8.2 512.8 512.8 .0 36360.000 151. 1376. 8.1 513.3 513.3 .0 38285.000 138. 1171. 9.6 513.2 513.2 .0 38290.000 138. 1173. 9.6 513.3 513.3 .0 38340.000 113. 977. 11.5 512.8 512.8 .0 38360.000 190. 905. 12.4 517.5 517.5 .0 38380.000 214. 928. 12.1 518.9 518.9 .0 38420.000 216. 995. 11.3 519.4 519.4 .0 38500.000 224. 1258. 8.9 520.8 520.8 .0 38580.000 225. 1283. 8.7 521.4 521.4 .0 38620.000 225. 1285. 8.7 521.5 521.5 .0 38670.000 227. 1363. 8.2 521.9 521.9 .0 28SEPg0 07:46:27 PAGE 59 FLOODWAY DATA, GRAPEVINE CREEK PROFILE NO. 2 ....... FLOODWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 39720.000 405. 2194. 5.1 526.2 526.0 .2 41180.000 600. 3327. 2.4 529.3 528.7 .6 41950.000 510. 1875. 4.2 530.3 529.7 .6 42050.000 610. 1372. 5.8 531.0 531.1 -.1 42090.000 570. 3768. 2.1 535.2 535.4 -.2 42170.000 1010. 7436. 1.1 535.3 535.4 -.1 44200.000 580. 2812. 2.8 535.8 535.6 .2 45820.000 630. 1614. 4.9 538.8 538.3 .5 47450.000 500. 2144. 3.7 544.2 543.6 .6 47540.000 650. 2030. 3.9 544.3 543.7 .6 47640.000 1110. 4127. 1.9 544.9 544.0 .9 47670.000 1020. 8015. 1.0 549.0 548.6 .4 47720.000 875. 6747. 1.2 549.0 548.6 .4 48350.000 240. 2448. 3.2 549.0 548.6 .4 · APPENDIX H EXISTING CONDITIONS/ULTIMATE DISCHARGES HI~C-2 MODEL * WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * VEI~SION OF SEPTEMBER 1988 * * TH~ HYDROLOGIC EN=INEERIND CENTE * ERROR: 01,02,03,04 * * 609 SECOND STREET, SUITE D * UPDATED: JUNE 1990 * * DAVIS, CALIFORNIA 95616-4687 * RUN DA_mE 28SEP90 TIME 11:47:32 * * (916) 756-1104 X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX X~O(XX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX END OF BANNER I 28SEP90 11:47: 32 PADE I THIS RUN EXECUTED 28SEP90 11:47:32 ************************************************** ~EC2 BR?-R%~E DA_TED SEP 88 LTPDATED JUN 1990 ERROR CORR - 01,02,03,04 MODIFICATION - ************************************************** T1 GRAPEVINE CREEK, COPPELL,DALLA~ COUNTY,TEXA~ T2 2 Y~-AREXTENDED FLOOD INSURANCE STUDY WITH ULTIMATE Q T3 GRAPEVINE CREEK (GREXULT) SGRFDUJLT SHORT VERSION J1 Ic~r~CK INQ NINV IDIR STET METRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 0 489.65 J2 NPROF IPLOT PRFVS XSECV XSECH FN AT.~.~C IBW CRNIM ITRACE i -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 I 43 42 39 4 53 54 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBEP. S*t****** -10 QT 6. 3750. 6700. 9950. 11250. 15200. 10500. NC .065 .07 .045 .1 .3 ET 4.4 *** SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH KHA MODEL ********* X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 GA 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 479.3 1988 487.4 1992 489.2 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 Xl 30130 20 2180 2222 1600 2000 2510 -0.1 GA 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 1 28SEP90 11:47:32 PAGE 2 Xl 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 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 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 2248 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 GR 514.0 2500 514.4 2600 514.5 2709 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 ET 90.21 X1 30190 58 2138 2263 i i 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 ~R 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 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 GR 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 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 GA 487.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 GR 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 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 90.21 X1 30200 10 10 10 X2 1 90.2 Xl 30201 42 2138 2263 I i 1 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 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 491.5 2180 GA 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 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 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 GA 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 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 I 28SEPg0 11:47:32 PAGE 3 ET 8.1 1734 1920 Xl 31310 19 1863 1920 750 500 1060 -0.4 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 508.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GA 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 QT 6 3850 7100 10400 11700 15950 11700 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 GA 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 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 1913 505.9 1915 509.1 1915 GR 511.1 2000 513.1 2100 514.9 2200 516.1 2300 516.6 2400 GA 517.1 2500 517.1 2600 516.8 2700 Xl 31500 20 20 20 X2 1 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 1500 0R 504.7 1600 504.7 1700 501.8 1766 497.3 1800 481.1 1863 GR 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 0R 514.8 2200 515.8 2300 816.4 2400 516.8 2500 NC .065 .06 .045 .1 .3 ET 8.1 1586 1797 X1 34730 22 1586 1628 2000 2300 3180 ~R 518.9 1000 519.2 1100 519.5 1200 519.3 1300 519.3 1400 OR 518.3 1500 517.7 1547 508.9 1586 500.2 1596 499.0 1606 OR 500.5 1608 507.9 1628 508.1 1700 510.3 1800 512.9 1900 GR 513.7 2000 515.8 2100 518.6 2200 521.0 2300 522.7 2400 ~R 523.8 2500 525.2 2600 ET 8.1 2206 2306. X1 37100 25 2227 2238 1250 1650 2370 GA 521.6 1700 521.5 1730 521.4 1760 521.3 1800 521.9 1865 GA 522.2 1889 521.5 1900 519.3 2000 515.9 2100 510.4 2227 OR 506.9 2229 506.3 2236 508.7 2238 512.6 2300 517.9 2352 GR 519.1 2400 521.0 2500 522.0 2600 520.4 2700 520.2 2800 GA 521.5 2900 522.2 3000 523.4 3100 524.0 3200 523.9 3300 ET 150.4 X1 38200 13 2750 2775 1150 1000 1100 -0.2 GR 546.0 500 529.0 975 525.0 1425 523.0 2400 515.0 2580 GR 515 2750 511 2760 515 2775 515 2950 522 3050 OR 526 3650 530 4850 532 5500 i 28SEP90 11:47:32 PAGE 4 ET 300.2 X1 38380 15 2740 2784 180 180 180 .4 X3 10 514.4 514.4 559.4 548.5 300 531.5 1400 525.8 2630 515.0 2670 OR 514.0 2740 511.0 2752 511.0 2772 514.0 2784 515.0 2860 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. ET 8.11 2630 2890 X1 38420. 40. 40. 40. 0.1 X2 1. 528.7 532.8 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 0.015 0.015 0.045 X1 38500. 80. 80. 80. 0.3 X3 2630. 529.2 2890. 529.2 X1 38580. 80. 80. 80. 0.4 X3 2630. 529.2 2890. 529.2 1.05 1.2 -2.5 105. 4. 3920. 7.5 512.2 512.2 X1 38620. 40. 40. 40. 0.1 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 X1 38670. 50. 50. 50. 0.1 X3 2630. 529.2 2890. 529.2 NC 0.065 0.060 0.045 ~T 405.2 X1 39720. 23. 1713. 1726. 25. 750. 1050. GR 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. 1713. 517.1 1715. GR 517. 1723. 518.8 1726. 521.4 1800. 522.4 1900. 522.5 2000. GR 524.4 2100. 526. 2200. 526.4 2300. 526.7 2400. 526.9 2500. GR 527.3 2600. 528. 2700. 528.6 2800. QT 6. 2150. 3890. 5500. 6150. 7800. 7900. ET 600.2 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. 28SEP90 11:47:32 PAGE 5 ET 510.2 X1 41950 29 1791 1810 770 770 770 0.1 GR 540.0 0 539.0 100 538.0 200 537.0 300 536.0 400 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 1400 GR 529.4 1500 529.7 1600 527.9 1700 524.5 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 2400 530.6 2500 530.8 2600 540.0 3700 550.0 4400 ET 610.2 X1 42050 35 1788 1834 100 100 100 X3 10 527.1 527 GR 540.0 0 538.0 200 536.0 400 534.0 600 532.0 800 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 529.8 1500 529.6 1600 529.7 1700 529.7 1763 527,1 1763 GR 523.5 1771 522.3 1788 521.0 1793 521.5 1819 522.1 1826 GR 523.0 1834 527.0 1842 529.8 1842 529.5 1900 529.3 2000 GR 529.9 2100 530.7 2200 531.1 2300 531.2 2400 531.5 2500 GR 531.8 2600 532.1 2700 532.5 2800 540.0 3800 550.0 4500 ET 570.2 1.05 2.268 -2.5 79 0 473.95 0 521.1 521.1 X1 42090 40 40 40 X2 i 527.1 529.7 X3 10 527.1 527 BT 2 1763 529.7 528.6 1842 529.8 528.6 ET 1010.2 X1 42170 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 529.4 1400 GR 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 1791 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2500 530.6 2500 530.8 2600 540.0 3800 ET 580.2 X1 44200 32 1740 1786 1800 1300 2030 GR 550.0 600 548.0 650 546.0 700 544.0 750 542.0 800 GR 535.9 I000 535.2 1100 534.3 1200 534.1 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 GA 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 GR 533.5 3000 550.0 3500 QT 6 2650 4850 6700 7500 10150 7900 ET 630.2 X1 45820 26 2160 2187 1400 1000 1620 GR 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 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 i 288EP90 11:47:32 PAGE 6 OR 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 GR 540.0 2800 ET 500.2 X1 47450 28 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 542.1 1600 541.7 1700 541.1 1800 541.0 1900 GR 540.8 2000 541.2 2100 541.8 2166 541.6 2182 541.4 2200 GR 540.3 2269 538.9 2300 535.8 2349 532.1 2363 535.4 2369 GR 536.8 2400 542.0 2475 541.8 2500 542.5 2600 543.5 2700 GR 544.8 2800 ET 650.2 X1 4?540 35 1511 1591 10 200 90 +.5 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 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 534.5 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 1800 541.5 1900 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET 1110.2 X1 47640 37 1511 1591 100 100 100 X3 10 540.4 540.4 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GA 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 GR 541.8 1511 538.8 1511 531.0 1525 530.7 1529 534.0 1535 GR 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 GR 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.8 1700 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 GA 544.0 2200 545.7 2300 ET 1020.2 SB 1.05 2.705 -2.5 66.5 4 416.7 1.125 534.4 534.4 Xl 47670 30 30 30 -- X2 i 540.4 541.7 I(3 10 540.4 540.4 BT 2 1511 541.8 540.4 1591 541.7 540.4 ET 875.2 X1 47720 35 1511 1591 50 50 50 .3 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 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 534.5 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 1800 541.5 1900 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 1 285EP90 11:47=32 PAGE 7 ET 240.2 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 544.5 1600 544.1 1700 544.2 1800 544.0 1900 GA 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 -- GR 544.1 2500 544.5 2600 545.9 270D 546.6 2800 547.7 2900 I 28SEP90 11:47=32 PAGE 8 T1 GRAPEVINE CREEK, COPPELL, DALLA~ COUNTY, TEXAS T2 10 YEAR EXTENDED FLOOD INSURANCE STUDY T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT KETRIC HVINS Q WSEL FQ 0 3 0 0 0 0 0 0 492.86 J2 NPROF IPLOT PP/~VS X~ECV XSECH FN ALLDC IBW CHNIM ITRACE 2 -1 1 28SEP90 11:47:32 PAGE 9 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 50 YEAR EXTENDED FLOOD IN-~UP~NCE STUDY T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 0 0 0 0 495.57 J2 NP~F IPLOT PI~FVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 ~ I 28SEPg0 11:47:32 PA~E 10 T1 GRAPEVINE CREEK, COPPELL, DALLA~ COUNTY, TEXAS T2 100 YEAR EXTENDED FLOOD INSURANCE STUDY T3 GRAPEVINE CP~EEK J1 ICH~CK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 0 495.83 J2 NPROF IPLOT PP. FVS X~ECV X~ECH FN ALLDC IBW CHNIM ITRACE 4 -1 1 28SEP90 11=47=32 PAGE 11 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXA~ T2 500 YEAR EXTENDED FLOOD INSURANCE STUDY T3 GRAPEVINE CP. EEK J1 ICHECK INQ NINV IDIR STRT M]~TRIC HVINS Q WSF. L FQ 0 6 0 0 0 0 0 0 501.18 J2 N~ROF I~LOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 i 28SEP90 11=47:32 PAGE 12 THIS RUN EXECUTED 28SEP90 11~48~09 ************************************************** NEC2 NELEA~E DATED SEP 88 UPDATED JUN 1990 F~OR CORR - 01,02,03,04 MODIFICATION - ************************************************** NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN St/t~=RY OF ERROAS LIST GRAPEVINE CREEK SU~4ARY PRINTOUT -~];CNO CW-qEL Q ELMIN XLCH TOPWTD SSTA ~NDST 27620.000 489.66 3750.00 475.50 .00 59.95 1934.98 1994.93 27620.000 492.86 6700.00 475.50 .00 264.10 1505.83 2008.93 27620.000 495.57 9950.00 475.50 ,00 590.19 1430.47 2020.67 27620.000 495.83 11250.00 475.50 .00 593.27 1428.53 2021.80 27620.000 501.18 15200.00 475.50 .00 936.70 1281.43 2218.12 30130.000 497.31 3750.00 483.70 2510.00 130.72 2088.61 2219.33 30130.000 500.55 6700.00 483.70 2510.00 154.22 2066.99 2221.22 30130.000 501.83 9950.00 483.70 2510.00 224.89 1997.07 2221.96 30130.000 502.51 11250.00 483.70 2510.00 259.94 1981.95 2241.89 * 30130.000 502.38 15200.00 483.70 2510.00 252.88 1984.82 2237.70 30189.000 497.64 3750.00 486.80 59.00 81.53 2160.62 2242.16 30189.000 500.62 6700.00 486.80 59.00 93.57 2156.09 2249.66 30189.000 501.83 9950.00 486.80 59.00 97.31 2154.26 2251.56 30189.000 502.43 11250.00 486.80 59.00 98.73 2153.77 2252.50 30189.000 502.24 15200.00 486.80 59.00 98.34 2153.87 2252.21 * 30190.000 497.58 3750.00 486.80 1.00 75.32 2160.71 2242.03 * 30190.000 500.54 6700.00 486.80 1.00 86.30 2156.22 2249.53 30190.000 501.67 9950.00 486.80 1.00 89.81 2154.50 2251.31 30190.000 502.24 11250.00 486.80 1.00 91.21 2154.00 2252.21 * 30190.000 501.76 15200.00 486.80 1.00 90.11 2154.36 2251.46 30200.000 497.71 3750.00 486.80 10.00 75.80 2160.52 2242.32 30200.000 500.72 6700.00 486.80 10.00 88.86 2155.95 2249.81 30200.000 502.07 9950.00 486.80 10.00 90.94 2154.00 2251.94 30200.000 502.72 11250.00 486.80 10.00 91.97 2154.00 2252.97 30200.000 504.38 15200.00 486.80 10.00 95.74 2151.84 2255.58 i 28SEP90 11:47:32 PAGE 13 SECNO CWSEL Q ELMIN XLCH ' TOPWID SSTA ENDST * 30201.000 497.89 3750.00 486.80 1.00 82.50 2160.24 2242.74 * 30201.000 501.00 6700.00 486.80 1.00 94.75 2155.51 2250.26 30201.000 502.63 9950.00 486.80 1.00 99.15 2153.67 2252.81 * 30201.000 503.37 11250.00 486.80 1.00 100.71 2153.28 2253.99 * 30201.000 505.40 15200.00 486.80 1.00 107.75 2149.42 2257.17 30250.000 498.03 3750.00 483.80 49.00 135.25 2084.44 2219.69 30250.000 501.46 6700.00 483.80 49.00 199.07 2022.62 2221.68 30250.000 503.59 9950.00 483.80 49.00 313.50 1960.20 2273.71 * 30250.000 504.54 11250.00 483.80 49.00 366.44 1938.97 2305.41 * 30250.000 507.20 15200.00 483.80 49.00 527.10 1875.60 2402.70 31310.000 500.54 3750.00 4BT.B0 1060.00 129.61 1772.50 1902.11 31310.000 503.61 6700.00 487.80 1060.00 192.76 1715.69 1908.45 31310.000 505.80 9950.00 487.80 1060.00 396.52 1516.46 1912.98 31310.000 506.59 11250.00 487.80 1060.00 463.55 1451.05 1914.61 31310.000 508.72 15200.00 487.80 1060.00 591.47 1327.56 1919.03 31480.000 500.96 3850.00 488.00 170.00 92.64 1804.23 1902.88 31480.000 503.94 7100.00 488.00 170.00 105.22 1798.15 1909.37 * 31480.000 506.12 10400.00 488.00 170.00 118.71 1796.29 1915.00 * 31480.000 506.74 11700.00 488.00 170.00 118.97 1796.03 1915.00 * 31480.000 508.07 15950.00 488.00 170.00 119.55 1795.45 1915.00 31500.000 501.01 3850.00 488.00 20.00 92.84 1804.14 1902.98 31500.000 504.01 7100.00 486.00 20.00 105.49 1798.02 1909.51 31500.000 506.28 10400.00 488.00 20.00 118.78 1796.22 1915.00 31500.000 508.94 11700.00 488.00 20.00 119.06 1795.94 1915.00 31500.000 508.46 15950.00 488.00 20.00 314.76 1512.01 1915.00 31550.000 501.10 3850.00 488.20 50.00 131.25 1771.21 1902.46 31550.000 504.34 7100.00 488.20 50.00 200.86 1708.28 1909.13 31550.000 507.10 10400.00 488.20 50.00 475.41 1439.44 1914.85 31550.000 508.10 11700.00 488.20 50.00 543.88 1373.04 1916.92 31550.000 510.86 15950.00 488.20 50.00 725.55 1250.56 1976.11 * 34730.000 510.53 3850.00 499.00 3180.00 229.95 1578.79 1808.74 ~ 34730.000 512.62 7100.00 499.00 3180.00 319.48 1569.54 1889.02 * 34730.000 513.82 10400.00 499.00 3180.00 441.66 1564.18 2005.85 * 34730.000 514.13 11700.00 499.00 3180.00 457.73 1562.82 2020.54 * 34730.000 515.14 15950.00 499.00 3180.00 510.05 1558.36 2068.41 * 37100.000 517.34 3850.00 506.30 2370.00 288.93 2057.59 2346.52 * 37100.000 519.12 7100.00 506.30 2370.00 396.52 2005.02 2401.54 37100.000 520.50 10400.00 506.30 2370.00 658.18 1945.33 2823.28 * 37100.000 520.97 11700.00 506.30 2370.00 769.42 1924.04 2859.31 * 37100.000 522.14 15950.00 506.30 2370.00 1284.33 1700.00 2990.62 I 28SEP90 11: 47: 32 PAOE 14 SECNO CWSEL Q ELMIN XLCH TOPWID SSTA ENDST 38200.000 518.98 3850.00 510.80 1100.00 523.77 2485.95 3009.72 * 38200.000 520.88 7100.00 510.80 1100.00 593.91 2443.05 3036.95 * 38200.000 522.30 10400.00 510.80 1100.00 714.81 2411.11 3125.92 * 38200.000 522.76 11700.00 510.80 1100.00 793.61 2400.83 3194.44 * 38200.000 523.92 15950.00 510.80 1100.00 1514.15 1853.88 3368.04 * 38380.000 519.07 3850.00 511.40 180.00 214.97 2656.39 2871.36 * 38380.000 520.85 7100.00 511.40 180.00 227.08 2649.80 2876.87 * 38380.000 522.26 10400.00 511.40 180.00 973.56 2644.59 4365.16 * 38380.000 522.75 11700.00 511.40 180.00 1230.98 2642.75 4489.69 * 38380.000 524.01 15950.00 511.40 180.00 1879.12 2638.10 4803.23 38420.000 519.09 3850.00 511.50 40.00 214.39 2656.71 2871.10 38420.000 520.88 7100.00 511.50 40.00 226.57 2650.07 2876.64 38420.000 522.28 10400.00 511.50 40.00 236.10 2644.88 2880.98 38420.000 522.78 11700.00 511.50 40.00 239.46 2643.05 2882.51 38420.000 524.02 15950.00 511.50 40.00 247.93 2638.43 2886.36 * 38500.000 519.17 3850.00 511.80 80.00 212.94 2657.50 2870.44 * 38500.000 520.95 7100.00 511.80 80.00 224.96 2650.95 2875.91 * 38500.000 522.35 10400.00 511.80 80.00 234.49 2645.75 2880.25 * 38500.000 522.84 11700.00 511.80 80.00 237.76 2643.97 2881.73 * 38500.000 524.08 15950.00 511.80 80.00 246.26 2639.34 2885.60 38580.000 519.16 3850.00 512.20 80.00 210.15 2659.02 2869.17 38580.000 520.93 7100.00 512.20 80.00 222.12 2652.50 2874.62 38580.000 522.31 10400.00 512.20 80.00 231.53 2647.37 2878.90 38580.000 522.80 11700.00 512.20 80.00 234.85 2645.56 2880.41 38580.000 524.03 15950.00 512.20 80.00 243.23 2640.99 2884.22 38620.000 519.19 3850.00 512.30 40.00 209.63 2659.30 2868.93 38620.000 520.97 7100.00 512.30 40.00 221.72 2652.71 2874.43 38620.000 522.37 10400.00 512.30 40.00 231.24 2647.52 2878.77 38620.000 522.86 11700.00 512.30 40.00 234.60 2645.69 2880.30 38620.000 524.12 15950.00 512.30 40.00 243.16 2641.03 2884.19 38670.000 519.22 3850.00 512.40 50.00 209.19 2659.54 2868.73 38670.000 520.99 7100.00 512.40 50.00 221.22 2652.99 2874.20 38670.000 522.38 10400.00 512.40 50.00 230.73 2647.81 2878.53 38670.000 522.88 11700.00 512.40 50.00 234.08 2645.98 2880.06 38670.000 524.14 15950.00 512.40 50.00 242.65 2641.31 2883.96 39720.000 522.12 3850.00 517.00 1050.00 314.50 1557.71 1872.20 * 39720.000 523.16 7100.00 517.00 1050.00 493.61 1541.01 2034.61 * 39720.000 523.83 10400.00 517.00 1050.00 539.98 1530.13 2070.11 * 39720.000 524.07 11700.00 517.00 1050.00 556.32 1526.30 2082.61 * 39720.000 525.61 15950.00 517.00 1050.00 673.80 1501.53 2175.33 1 288EP90 11:47~32 PAGE 15 SECNO CWSEL Q EL~IN XLCH TOPWID SSTA ENDST * 41180.000 526.34 2150.00 519.40 1460.00 718.57 2044.19 2762.77 ~ 41180.000 527.60 3890.00 519.40 1460.00 1052.80 9~7.70 2776.57 * 41180.000 528.45 5500.00 519.40 1460.00 1974.42 879.78 2854.20 * 41180.000 528.71 6150.00 519.40 1460.00 2050.00 846.73 2896.73 * 41180.000 529.30 7800.00 519.40 1460.00 2219.57 771.10 2990.67 * 41950.000 526.98 2150.00 520.80 770.00 240.54 1703.95 1944.49 * 41950.000 528.23 3890.00 520.80 770.00 310.06 1687.11 1997.17 * 41950.000 529.04 5500.00 520.80 770.00 490.54 1258.03 2049.05 * 41950.000 529.28 6150.00 520.80 770.00 583.00 1226.98 2065.61 ~ 41950.000 529.85 7800.00 520.80 770.00 1185.68 975.86 2161.54 * 42050.000 526.73 2150.00 521.00 100.00 46.00 1788.00 1834.00 42050.000 527.85 3890.00 521,00 100.00 79.00 1763.00 1842.00 * 42050.000 528.20 5500.00 521.00 100.00 79.00 1763.00 1842.00 * 42050.000 530.63 6150.00 521.00 100.00 1238.91 952.28 2191.19 * 42050.000 531.10 7800.00 521.00 100.00 1403.39 899.66 2303.05 * 42090.000 527.78 2150.00 521.00 40.00 79.00 1763.00 1842.00 42090.000 529.09 3890.00 521.00 40.00 79.00 1763.00 1842.00 * 42090.000 531.75 5500.00 521.00 40.00 1756.83 827.46 2584.29 * 42090.000 533.82 6150.00 521.00 40.00 2357.70 618.13 2975.83 * 42090.000 535.33 7800.00 521.00 40.00 2712.77 465.95 3178.73 * 42170.000 528.38 2150.00 520.70 80.00 338.17 1673.56 2011.73 * 42170.000 530.31 3890.00 520.70 80.00 1494.28 924.43 2418.71 ~ 42170.000 531.94 5500.00 520.70 80.00 1974.54 774.52 2749.06 * 42170.000 533.84 6150.00 520.70 80.00 2397.92 599.06 2996.98 42170.000 535.35 7800.00 520.70 80.00 2732.70 460.32 3193.02 * 44200.000 531.08 2150.00 524.90 2030.00 195.13 1588.58 1783.71 * 44200.000 532.24 3890.00 524.90 2030.00 740.21 1539.88 2588.59 * 44200.000 532.79 5500.00 524.90 2030.00 1256.05 1516.99 2773.04 * 44200.000 534.10 6150.00 524.90 2030.00 1717.09 1301.00 3018.09 · 44200.000 535.50 7800.00 524.90 2030.00 2004.05 1056.66 3060.71 45820.000 537.10 2650.00 531.80 1620.00 272.45 2024.54 2296.99 45820.000 538.35 4850.00 531.80 1620.00 1046.96 1463.59 2576.88 45820.000 538.87 6700.00 531.80 1620.00 1356.53 1290.06 2646.59 * 45820.000 538.16 7500.00 531.60 1620.00 945.47 1584.66 2560.30 ~ 45820.000 538.68 10150.00 531.80 1620.00 1227.74 1360.73 2613.09 ~ 47450.000 541.32 2650.00 532.10 1630.00 615.60 1763.76 2465.16 47450.000 542.41 4850.00 532.10 1630.00 1068.20 1522.02 2590.21 47450.000 542.96 6700.00 532.10 1630.00 1266.83 1379.54 2646.37 * 47450.000 543.55 7500.00 532.10 1630.00 1399.01 1305.84 2704.84 * 47450.000 544.13 10150.00 532.10 1630.00 1533.45 1224.00 2757.45 I 28SEP90 11:47:32 PAG~E 16 SECNO CWSEL Q ELMIN XLCH TOPWID SSTA ENDST 47540.000 541.36 2650.00 531.20 90.00 122.80 821.47 1591.00 * 47540.000 542.22 4850.00 531.20 90.00 1363.12 543.68 1915.02 47540.000 542.96 6700.00 531.20 90.00 1624.61 358.47 2104.13 47540.000 543.60 7500.00 531.20 90.00 1932.99 211.34 2144.33 47540.000 544.21 10150.00 531.20 90.00 2046.89 134.77 2181.66 * 47640.000 541.85 2650.00 530.70 100.00 1410.44 512.81 1923.25 * 47640.000 543.22 4850.00 530.70 100.00 1954.42 197.05 2151.47 * 47640.000 543.58 6700.00 530.70 100.00 2022.74 151.50 2174.25 47640.000 543.89 7500.00 530.70 100.00 2085.07 108.21 2193.28 47640.000 544.45 10150,00 530.70 100.00 2176.57 50.00 2226.57 47670.000 543.12 2650.00 530.70 30.00 1934.28 210.48 2144.76 47670.000 545.78 4850.00 530.70 30.00 2250.00 §0.00 2300.00 * 47670.000 547.48 6700,00 530.70 30.00 2250.00 50.00 2300.00 47670.000 548.23 7500.00 530.70 30.00 2250.00 50.00 2300.00 * 47670.000 550.55 10150.00 530.70 30.00 2250.00 50.00 2300.00 47720.000 543.12 2650.00 531.00 50.00 1855.70 247.60 2126.20 -- 47720.000 545.78 4850.00 531.00 50.00 2237.46 50.00 2287.46 47720.000 547.48 6700.00 531.00 50.00 2250.00 20.00 2300.00 47720,000 548,24 7500,00 531,00 50,00 2250.00 50.00 2300.00 47720.000 550.55 10150.00 531.00 50.00 2250.00 50.00 2300.00 48350.000 543.33 2650.00 535.40 630.00 327.54 2130.32 2457.87 * 48350.000 545.82 4850.00 535.40 630.00 1404.23 1289.63 2693.86 * 48350.000 547.50 6700.00 535.40 630.00 1805.04 1076.88 2881.92 * 48350.000 548.26 7500.00 535.40 630.00 1852.10 1047.90 2900.00 * 48350.000 550.56 10150.00 535.40 630.00 1900.00 1000.00 2900.00 i 286EP90 11:47:32 PAGE 17 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO~ 30130.000 PROFILE~ 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING 6ECNO= 30190.000 PROFILE~ 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN0 S~CNO= 301~0.000 PROFIL£~ 2 CONVE~A//CE CFJ~iGE 0L~f$IDE ACCEPTABLE RMiGE WA~ING SECNO~ 30190.000 PROFILE~ 3 CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PI~OFILE~ 4 CONVEYANCE CHARGE Ob"~$IDE ACCEPTABLE RANGE WA~NING SECNO= 30190.000 PROFILE~ 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 30201.000 P~OFILE~ i CONVEYANCE CHANGE OUTSIDE ACCEPT/tBLE RANGE WAP, NING SECNO- 30201.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA/~RING SECNO~ 30201.000 PROFILE~ 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING 6ECNO= 30201.000 PROFILE~ 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAtiN~NG SEC~O~ 30201.000 ~ROFILE~ § COIFVEYANCE CHARGE OUTSZDE ACCEPTABLE RAtiGE WA~NIN~ SECNO= 30250.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RARGE WARNIN~ SECNO= 30250.000 PROFILE~ 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAkeNING SECNO= 31480.000 PROFILE= 3 CONVEYANCE CHANGE Ob~fSIDE ACCEPTABLE RANGE WARNINO SECNO= 31480.000 PROFILE~ 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~,NING SECNO= 31480.000 P~FILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNINe- SECNO= 31550.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 31550.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARRING SECNO= 31550.000 PROFILE= 5 CONVEYANC~ CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34730.000 PROFILE' I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING -~ECNO~ 34730.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE W2%BNING SECNO= 34730.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34730.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAi~NING SECNO= 34730.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37100.000 PROFILE' I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO' 37100.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37100.000 PROFILE' 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37100.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING -~ECNO= 37100.000 PROFILE- 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPT. ABLE RARGE WARNING SRCNO- 38200.000 PROFILE' 3 CONVEYANCE CHANGE OUTSIDE ACCRPTABLE RA/qGE WARNING SECNO= 38200.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE A~CEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 38380.000 PROFILEz 2 CONVEYANCE CHANGE OUTSIDE ACCEPT. ABLE RANGE WARNING SECNO= 38380.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAP. NING SECNO= 38380.000 PROFILEm 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE P~%NGE WARNING SECNO= 38500.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE ~ANGE WARNING SECNO' 38500.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 28sEPg0 11:47:32 PAGE 18 WARNING SECNO= 38500.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE- 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RARGE CAUTION SECNO~ 39720.000 PROFILE- i CRITICAL DEPTH ASSUMED CAUTION SECNO= 39720.000 PROFILE= I PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 39720.000 PROFILE- i 20 TRIALS ATTF241~fED TO BALANCE WSEL CAUTION SECNO= 39720.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 39720.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 39720.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO~ 39720.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 39720.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 39720.000 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 39720.000 PROFILE- 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 39720.000 PROFILE' 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO~ 39720.000 PROFILE- 4 20 TRIALS ATTPJ(PTED TO BALANCE WSEL WARRING SECNO- 39720.000 PROFILEs 5 CONVEYANCE CHA~GE OUTSIDE ACCEPT. ABLE RANGE WARNING SECNO- 41180.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE~ 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNOm 41180.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPT/tBLE RANGE WARNING SECNO= 41180.000 PROFILE= 5 CONVEYANCE C~%i~GE OUTSIDE ACCF/W~.ABLE RANGE WARNING SECNO= 41950.000 PROFILE~ i CONVEYANCE CHANGE OUTSID~ ACCEPT. ABLE RANGE WA~{NING SECNO- 41950.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE~ 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE- 4 CONVEYANCE CHA~GE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILEm 5 CONVEYANCE CHAN~E OUTSIDE ACCEl:TABLE RANGE WARNING SECNO~ 42050.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEi~T. ABLE RANGE WARNING SECNO= 42050.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 42050.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE= 3 20 TRIALS ATTEMP'I'ED TO BALANCE WSEL CAUTION SECNO' 42050.000 PROFILE= 4 CRITICAL DEPTH ASSUMED -- CAUTION SECNO= 42050.000 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 42050.000 PROFILE~ 4 20 TRIALS AT'tEMPTED TO BALANCE WSEL CAUTION SECNO- 42050.000 PROFILE= 5 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 5 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE~ 5 20 TR/.ALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 42090.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 42090.000 PROFILEs 3 CONVEYANCE C~ANGE OUTSIDE ACCEPTABLE RANGE WA~NING SECNO= 42090.000 PROFILE~ 4 CONVEYANCE C~%NGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 42090.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42170.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~NING SECNO- 42170.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42170.000 PROFILE= 3 CONVEYANCE CHA~GE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42170.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~NING SECNO= 44200.000 PROFILE= I CONVEYANCE C~ANGE OUTSIDE ACCEPTABLE RANGE '- WARNING SECNO= 44200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEI~TABLE RANGE i 28SEP90 11:47:32 PAGE 19 WARNING SECNO= 44200.000 PROFILE= 4 CONVEYANCE C~%NGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 44200.000 PROFILE~ 5 CONVEYANCE CHARGE OUTSIDE ACCEPT~tBLE RARGE CAUTION SECNO= 45820.000 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 45820.000 PROFILE- 4 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 45820.000 PROFILE= 5 CRITICAL DEPTH A~SUMED CAUTION SECNO- 45820.000 PROFILE= 5 PROBABLE MINIMUM SPECIFIC ENERGY CA~$TIOE SECNO= 45820.000 PROFILE- 5 20 TRIALS ATTEM~%~ED TO BALANCE W-~EL WARNIN~ SECNO= 4?450.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~tNING SECNO~ 4?450.000 PROFILEm 4 CONVEYANCE CHAN=E OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 47450.000 PROFILE~ 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47540.000 PROFILE= 2 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO= 47640.000 PROFILE= i CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO= 47640.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO= 4?640.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO= 4?640.000 PROFILE= 4 CONVEYANCE CHAN~E OUTSIDE ACCEPT. A~LE RANGE WARNIN~ SECNO= 47640.000 PROFILE= 5 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO= 4?670.000 PROFILE= I CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 47670.000 PROFILE= 2 CON~'EYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA~NING SECNO= 4?670.000 PROFILE~ 3 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO~ 47670.000 PROFILE= 4 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE CAUTION SECNO~ 47670.000 PROFILE~ 5 ~YDRAULIC JUMP D.S. WARNIN~ SECNO= 47670.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 3 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO~ 48350.000 PROFILEm 4 CONYEYANCE CHANGE OUTSIDE ACCEPTABLE ~ANGE WARNING SECNO= 48350.000 PROFILE= 5 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE APPENDIX I ACTUAL EXISTING CONDITIONS/ULTIMATE DISCHARGES HE~C-2 MODEL * WATER SURFACE PROFILES * * U.S.A.RMY CO~PS OF ENGI~'EERS * VERSION OF SEPTEMBER 1988 * * THE HYDROLOGIC ENGINEEB.IN~ CENTE * EP, ROR: 01,02,03,04 * * 609 SECOND STREET, SUITE D * UPDATED: JI~NE 1990 * * DAVIS, CALIFORNIA 95616-4687 * RUN DATE 28SEP90 TIME 14:24:59 * * (916) 756-1104 X X X~OO(XX Xi(XXX 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 X~QOOO(X XXXXX XXXXXXX END OF BANNER i 28SEP90 14:24:59 PAGE I THIS RUN EXECUTED 28SEPgO 14:24:59 ************************************************** HEC2 ~T.~ASE DATED SEP 88 UPDATED JUN 1990 ERROR CORR - 01,02,03,04 MODIFICATION - ************************************************** T1 GRAPEVINE CNEEK, COPPELL,DALL~ COUN'/~,TEXAS T2 2 YEAR EXT~NDED FLOOD INSURANCE STUDY WITH ULTIMATE Q T3 GBAPEVINE CREEK (GP~D~/LT) SGRULT1 SHORT %'ERSION J1 ICHECK INQ NINV IDIR STRT METRIC EVINS Q WSEL FQ 0 2 0 0 0 0 0 0 489.60 J2 EPROF IPLOT PRFVS XSECV XSECH FN ALLDC IEW CHNIM ITRACE i -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 J5 LPRNT NUMSEC ********BEQU~STED SECTION NUMBERS******** -10. -10. QT 6. 3750. 6700. 9950. 11250. 15200. 10500. NC .065 .07 .045 .1 .3 STA~tTING WSEL FROM AHHA STORM WATERMANAGEMENT HYDRAULIC MODEL X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 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 OR 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 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 PROFILE SECTION T - SURVEY SECTION 19 X1 30130 20 2180 2222 1600 2000 2510 -0.1 gA 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GA 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 i 28SE~90 14:24=59 PAgE 2 NC .3 .5 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 2136 503.9 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 2248 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 GA 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS-SOUTEWESTERN R.R. X1 30190 58 2138 2263 i I 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 ~R 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 ~N 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 GR 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 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 494.5 2234 GR 510.4 2234 510.4 2235 494.5 2235 500.2 2248 510.4 2248 510.4 2249 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 515.4 3000 515.6 3100 X1 30200 10 10 10 X2 i X1 30201 42 2138 2263 1 i 1 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 aR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 GR 481.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 aR 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 514.4 2600 514.5 2700 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 NC .1 .3 X1 30250 20 2180 2222 49 49 49 aR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 aR 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 I 28SEP90 14=24:59 PAGE 3 REACH LENGTH ADJUSTED BY AHH A~SOCIAT~S (J13LY 1990) X1 31310 19 1863 1920 750 500 1240 -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 1669 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 QT 6 3850 7100 10400 11700 15950 11700 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 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 511.1 2000 513.1 2100 514.9 2200 518.1 2300 516.6 2400 GR 517.1 2500 517.1 2600 516.8 2700 X1 31500 20 20 20 X2 1 X1 31550 19 1863 1920 50 50 50 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 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 HALFF ASSOC. SURV. SECN. AA X1 31750 10. 1000. 1268. 180. 220. 200. ~R 509.6 1000. 492.74 1071. 492.34 1150. 490.54 1158. 490.74 1173. GA 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. ~R 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 HALFF ASSOC. SURV. S~CN. CC I 28SEP90 14:24:59 PAGE 4 X1 34045 19. 1000. 1351. 1305. 1305. 1305. 518.5 1000. 499.9 1069. 499.3 1081. 498.3 1093. 499.3 1101. 499.3 1128. 497.6 1142. 493.1 1162. 496.1 1182. 499.5 1197. 499.6 1207. 497.7 1216. 495. 1226. 497.8 1237. 498.9 1244. 498.9 1268. 512.93 1310. 513.73 1324. 516.53 1351. HALFF ASSOC. SURV. 8ECN. 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. 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. 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. HALFF ASSOC. SURV. SECN. FF MOVED 120' TO D.S. FACE FREEPORT P~WY. 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. HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT P~WY. X1 35570. 120. 120. 120. X2 1.0 X1 35770. 14. 1000. 1315. 200. 200. 200. 0.8 ~R 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. 503.61 1174. GR 503.41 1189. 504.71 1204. 507.01 1258. 522.01 1316. HALFF ASSOC. 8URV. SECN. GG (TRANSITION BACK TO .NAT. CHANNEL)-- -- APPROX. NEAR OLD COE STA. 37550. Xl 35970. 10. 1000. 1264.9 200. 200. 200. GR 519.01 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 i 288EP90 14:24=59 PAGE 5 HA/.FF ASSOC. SURV. SECN. "A" (1/29/85) BAF X1 36140. 12. 1128. 1204. 200. 130. 170. GR 520.5 1000. 518.1 1078. 514.8 1096. 512.9 1113. 512.7 1128. GR 505.6 1142. 501. 1166. 504.7 1193. 513.8 1204. 514.3 1228. GR 516.3 1258. 516.6 1264. HALFF ASSOC. SURV. SECN. "B" (1/29/85) BAF Xl 36360. 9. 1125. 1162. 220. 220. 220. GR 522.0 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. HA.LFF ASSOC. SURV. SRCN. X1 38255. 8. 1056. 1107. 75. 75. 75. GR 522.4 1000. 514.0 1056. 504.1 1065. 502.0 1082. 504.1 1098. GR 514.4 1107. 516.7 1207. 520. 1325. NC 0.05 0.050 0.015 38255 REPEATED X1 38260. 5. 5. 5. ET 300.2 NC .015 .015 .045 D.S. FACE OF W. BOUND I.H. 635 ('n' Values, ch&nnel bank stations and encroachments have been corrected through 635 by A.H.H.} X1 38380 15 2670 2860 120 120 120 .4 CI .01 X3 2630. 529.2 2890. 529.2 GR 559.4 548.5 300 531.5 1400 525.8 2630 515.0 2670 GR 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. ET 8.11 2630 2890 U.S. FACE OF W. BOUND I.H. 635 X1 38420. 40. 40. 40. 0.1 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 I 28SEP90 14:24:59 PAGE 6 VALLEY SECTION BETWEEN I.B. 635 BRIDGES X1 38500. 80. 80. 80. 0.3 X3 2630. 529.2 2890. 529.2 NC .015 .015 .045 · D.S. FACE OF E. BOUND I.H. 635 X1 38580. 80. 80. 80. 0.4 X3 2630. 529.2 2890. 529.2 1.05 1.2 -2.5 105. 4. 3920. 7.5 512.2 512.2 U.S. FACE OF E. BOUND I.H. 635 X1 38620. 40. 40. 40. 0.1 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 0.060 .045 50' U.S.E. BOUND I.H. 635 Xl 38670. 50. 50. 50. 0.1 X3 2630. 529.2 2890. 529.2 NC 0.065 0.060 0.045 PROFILE SECTION Z - SURVEY SECTION 25 X1 39720. 23. 1713. 1726. 25. 750. 1050. GR 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. 1713. 517.1 1715. GR 517. 1723. 518.8 1726. 521.4 1800. 522.4 1900. 522.5 2000. GR 524.4 2100. 526. 2200. 526.4 2300. 526.7 2400. 526.9 2500. GR 527.3 2600. 528. 2700. 528.6 2800. QT 6. 2150. 3890. 5500. 6150. 7800. 7900. 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. C..~R 530. 3444. I 28SEP90 14:24:59 PAGE 7 100' D.S. RADIO RD X1 41950 29 1791 1810 770 770 770 0.1 540.0 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 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 1791 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2400 530.6 2500 530.8 2600 540.0 3700 550.0 4400 FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 X1 42050 35 1788 1834 100 100 100 X3 10 527.1 527 540.0 0 538.0 200 536.0 400 534.0 600 532.0 800 GR 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 GR 529.8 1500 529.6 1600 529.7 1700 529.7 1763 527.1 1763 GR 523.5 1771 522.3 1788 521.0 1793 521.5 1819 522.1 1826 GR 523.0 1834 527.0 1842 529.8 1842 529.5 1900 529.3 2000 529.9 2100 530.7 2200 531.1 2300 531.2 2400 531.5 2500 UR 531.8 2600 532.1 2700 532.5 2800 540.0 3800 550.0 4500 1.05 2.268 -2.5 79 0 473.95 0 521.1 521.1 U.S. FACE P~ADIO RD SECT ~26 X1 42090 40 40 40 X2 i 527.1 529.7 10 527.1 527 BT 2 1763 529.7 528.6 1842 529.8 528.6 PROFILE SECTION BB - SURVEY SECTION 27 X1 42170 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 529.4 1400 529.4 1500 529.7 1600 527.9 1700 524.5 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 GR 530.6 2500 530.8 2600 540.0 3800 PROFILE SECTION CC - SURVEY SECTION 28 X1 44200 32 1740 1786 1800 1300 2030 GR 550.0 600 548.0 650 546.0 700 544.0 750 542.0 800 535.9 1000 535.2 1100 534.3 1200 534.1 1300 533.8 1400 533.2 1500 530.8 1600 528.8 1644 527.7 1700 526.8 1740 524.9 1757 525.4 1768 531.9 1786 531.9 1800 532.2 1900 GA 532.3 2000 532.6 2100 532.5 2200 532.0 2300 532.2 2400 i 285EP90 14:24:59 PAGE 8 531.8 2500 532.3 2600 532.5 2700 532.9 2800 533.3 2900 GR 533.5 3000 550.0 3500 QT 6 2650 4850 6700 7500 10150 7900 PROFILE SECTION DD - SUR%'EY SECTION 29 X1 45820 26 2160 2187 1400 1000 1620 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 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 GR 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 540.0 2800 PROFILE SECTION EE - SUR%qgY SECTION 30 X1 47450 26 2349 2369 1250 1350 1630 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 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 GR 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 2700 544.6 2800 100' D.S. COUNTY LINE RD X1 47540 35 1511 1591 10 200 90 +.5 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 534.5 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 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 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 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 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 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 GR 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.6 1700 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 GR 544.0 2200 545.7 2300 I 28SEP90 14:24:59 PAGE 9 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 i 540.4 541.7 X3 10 540.4 540.4 BT 2 1511 541.8 540.4 1591 541.7 540.4 50' U.S. COUNTY LINE RD X1 47720 35 1511 1591 50 50 50 .3 ~R 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 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 534.5 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 1800 541.5 1900 GE 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 PROFILE SECTION GG - SURVEY S~CTION 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 GE 544.1 1500 544.5 1600 544.1 1700 544.2 1800 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 GR 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 2900 1 28SEP90 14:24:59 PAGE 10 T1 GI~A~EVINE CREEK, COPPELL, DALLAS COUNTY, TEXA~ T2 100 YEAR EXTENDED FLOOD INSURANCE STUDY T3 GRAPEVINE CP~EEK (GREXULT) GREX%rLT1 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 0 495.68 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 1 28SEP90 14:24:59 PAGE 11 THIS RUN EXECUTED 28SEP90 14:25:17 ************************************************** H~C2 RELEASE DATED SEP 88 UPDATED JUN 1990 ERROR CORR - 01,02,03,04 MODIFICATION - ************************************************** NOTE- A~TERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK (Gi~ SUMMARY PRINTOUT TA~LE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*RS VC~ ABEA .0 27620.000 .00 .00 .00 475.50 3750.00 489.60 .00 490.40 30.02 7.17 523.52 684 27620.000 .00 .00 .00 475.50 11250.00 495.88 .00 496.58 27.12 8.88 2205.73 2160 30130.000 2510.00 .00 .00 483.70 3750.00 497.32 .00 498.06 33.65 7.64 663.58 646 30130.000 2510.00 .00 .00 483.70 11250.00 502.81 .00 503.75 39.73 10.43 1556.79 1784 30189.000 59.00 .00 .00 486.80 3750.00 497.65 .00 498.28 28.91 6.38 587.98 697 30189.000 59.00 .00 .00 486.80 11250.00 502.53 .00 504.37 52.87 10.91 1031.51 1547 * 30190.000 1.00 513.30 510.40 486.80 3750.00 497.59 .00 498.34 94.35 6.96 539.12 386 * 30190.000 1.00 513.30 510.40 486.80 11250.00 502.34 .00 504.57 224.70 11.99 938.39 750 30200.000 10.00 513.30 510.40 486.80 3750.00 497.72 .00 498.44 90.45 6.84 548.64 394 30200.000 10.00 513.30 510.40 486.80 11250.00 502.80 .00 504.84 201.97 11.47 980.99 791 * 30201.000 1.00 .00 .00 486.80 3750.00 497.90 .00 498.49 26.19 6.16 608.70 732 * 30201.000 1.00 .00 .00 486.80 11250.00 503.44 .00 505.00 41.27 10.02 1122.39 1751 30250.000 49.00 .00 .00 483.80 3750.00 498.04 .00 498.62 25.43 6.85 746.22 743 * 30250.000 49.00 .00 .00 483.80 11250.00 504.59 .00 505.23 20.53 8.14 2153.72 2482 31310.000 1240.00 .00 .00 487.80 3750.00 500.74 .00 501.13 21.76 5.97 822.20 803 31310.000 1240.00 .00 .00 487.80 11250.00 506.75 .00 507.20 20.06 7.14 2355.46 2511 31480.000 170.00 509.10 506.10 488.00 3850.00 501.12 .00 501.49 21.03 4.90 785.39 839 * 31480.000 170.00 509.10 506.10 488.00 11700.00 506.85 .00 508.10 100.21 8.99 1300.86 1168 31500.000 20.00 509.10 506.10 488.00 3850.00 501.17 .00 501.54 20.75 4.88 789.39 845 31500.000 20.00 509.10 506.10 488.00 11700.00 507.05 .00 508.30 100.21 8.99 1300.88 1168 31550.000 50.00 .00 .00 488.20 3850.00 501.26 .00 501.65 21.76 6.01 838.77 825 * 31550.000 50.00 .00 .00 488.20 11700.00 508.22 .00 508.55 14.27 6.22 2918.81 3097 I 28SEP90 14:24:59 PAGE 12 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10'1~ VCH AREA .0 * 31750.000 200.00 .00 .00 488.64 3850.00 501.72 .00 501.81 3.29 2.39 1610.36 2123 * 31750.000 200.00 .00 .00 488.64 11700.00 508.48 .00 508.70 4.55 3.75 3119.18 5482 32740.000 990.00 .00 .00 493.07 3850.00 502.13 .00 502.26 6.13 2.89 1334.01 1554 32740.000 990.00 .00 .00 493.07 11700.00 508.97 .00 509.23 6.05 4.05 2891.44 4755 * 34045.000 1305.00 .00 .00 493.10 3850.00 503.21 .00 503.40 12.90 3.43 1121.21 1071 34045.000 1305.00 .00 .00 493.10 11700.00 509.84 .00 510.12 7.63 4.25 2754.44 4236 t 34330.000 285.00 .00 .00 498.07 3850.00 503.69 .00 504.21 67.07 5.75 669.49 470 * 34330.000 285.00 .00 .00 498.07 11700.00 510.03 .00 510.47 15.84 5.35 2185.24 2939 ~ 34870.000 540.00 .00 .00 501.26 3850.00 506.28 .00 506.59 30.87 4.46 862.69 692 34870.000 540.00 .00 .00 501.26 11700.00 510.95 .00 511.48 21.09 5.87 1992.47 2547 35450.000 580.00 520.30 514.10 500.90 3850.00 507.78 .00 508.03 20.23 4.01 960.76 855 35450.000 5B0.00 520.30 514.10 500.90 11700.00 512.14 .00 512.70 20.68 5.98 1957.53 25?3 35570.000 120.00 520.30 514.10 500.90 3850.00 508.03 .00 508.26 17.02 3.79 1014.80 933 35570.000 120.00 520.30 514.10 500.g0 11700.00 512.43 .00 512.94 19.87 5.76 2031.25 2624 * 35770.000 200.00 .00 .00 499.81 3850.00 508.43 .00 508.95 67.01 5.78 666.06 470 35770.000 200.00 .00 .00 499.81 11700.00 512.77 .00 513.55 36.49 7.07 1655.32 1936 * 35970.000 200.00 .00 .00 499.41 3850.00 509.80 .00 511.27 173.33 9.75 394.89 292 * 35970.000 200.00 .00 .00 499.41 11700.00 513.14 513.14 515.90 184.49 13.33 877.98 861 ~ 36140.000 170.00 .00 .00 501.00 3850.00 511.72 .00 512.61 41.89 7.57 508.39 594 36140.000 170.00 .00 .00 501.00 11700.00 514.99 514.67 518.51 109.88 15.22 830.89 1116 * 36360.000 220.00 .00 .00 501.40 3850.00 511.66 511.66 515.33 210.19 15.38 250.27 265 * 36360.000 220.00 .00 .00 501.40 11700.00 519.25 519.25 522.34 91.70 15.10 1052.77 1221 * 38255.000 75.00 .00 .00 502.00 3850.00 515.21 .00 516.09 30.00 7.51 529.83 702 * 38255.000 75.00 .00 .00 502.00 11700.00 522.04 .00 522.85 20.25 8.73 2156.70 2600 * 38260.000 5.00 .00 .00 502.00 3850.00 515.21 .00 516.09 3.35 7.53 529.54 2102 * 38260.000 5.00 .00 .00 502.00 11700.00 521.30 .00 523.18 4.49 11.97 1921.73 5520 * 38380.000 120.00 .00 .00 511.40 3850.00 516.68 516.68 517.78 199.05 8.33 461.24 272 * 38380.000 120.00 .00 .00 511.40 11700.00 522.61 .00 523.39 21.15 6.23 1760.04 2543 38420.000 40.00 532.80 528.70 511.50 3850.00 516.82 .00 517.87 186.59 8.16 470.31 281 38420.000 40.00 532.80 528.70 511.50 11700.00 522.65 .00 523.44 21.74 6.28 1745.65 2509 * 38500.000 80.00 .00 .00 511.80 3850.00 518.15 .00 518.66 55.16 5.61 678.50 518 38500.000 80.00 .00 .00 511.80 11700.00 522.81 .00 523.62 23.12 6.41 1713.78 2433 38580.000 80.00 .00 .00 512.20 3850.00 518.60 .00 519.09 52.21 5.51 689.77 532 38580.000 80.00 .00 .00 512.20 11700.00 522.97 .00 523.84 25.98 6.65 1654.95 2295 i 28SEP90 14:24:59 PAGE 13 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIW$ EG 10*F~ VCH A~EA .0 38620.000 40.00 532.80 528.70 512.30 3850.00 518.63 .00 519.15 56.26 5.64 674.48 513 38620.000 40.00 532.80 528.70 512.30 11700.00 523.02 .00 523.90 26.62 6.71 1642.96 2267 38670.000 50.00 .00 .00 512.40 3850.00 518.95 .00 519.41 48.34 5.45 720.45 553 38670.000 50.00 .00 .00 512.40 11700.00 523.22 .00 524.05 32.29 7.45 1665.94 2058 39720.000 1050.00 .00 .00 517.00 3850.00 523.06 .00 523.38 61.98 7.76 995.83 489 39720.000 1050.00 .00 .00 517.00 11700.00 526.25 .00 526.51 32.05 7.52 3038.25 2066 * 41180.000 1460.00 .00 .00 519.40 2150.00 526.13 .00 526.17 6.01 2.63 1648.07 876 41180.000 1460.00 .00 .00 519.40 6150.00 528.57 .00 528.61 5.45 3.14 4451.96 2633 * 41950.000 770.00 .00 .00 520.80 2150.00 526.91 .00 527.15 34.11 5.79 650.08 368 * 41950.000 770.00 .00 .00 520.80 6150.00 529.23 .00 529.61 40.52 8.04 1406.85 966 * 42050.000 100.00 .00 .00 521.00 2150.00 526.67 .00 527.99 89.84 9.21 233.43 226 * 42050.000 100.00 .00 .00 521.00 6150.00 530.67 530.67 531.51 41.15 9.18 1529.87 958 * 42090.000 40.00 529.70 527.10 521.00 2150.00 527.75 .00 528.27 31.45 6.20 407.19 383 * 42090.000 40.00 529.70 527.10 521.00 8150.00 533.84 .00 533.87 1.62 2.23 7536.75 4829 * 42170.000 80.00 .00 .00 520.70 2150.00 528.36 .00 528.44 8.94 3.52 1077.09 719 * 42170.000 80.00 .00 .00 520.70 6150.00 533.87 .00 533.88 .76 1.52 9787.39 7053 * 44200.000 2030.00 .00 .00 524.90 2150.00 531.08 .00 531.38 37.56 5.46 568.60 350 * 44200.000 2030.00 .00 .00 524.90 6150.00 534.12 .00 534.21 11.25 4.11 3469.31 1833 45820.000 1620.00 .00 .00 531.80 2650.00 537.09 .00 537.38 45.20 6.21 725.64 394 * 45820.000 1620.00 .00 .00 531.80 7500.00 538.16 538.16 538.94 116.61 11.43 1317.68 694 47450.000 1630.00 .00 .00 532.10 2650.00 541.32 .00 541.53 2!.04 5.52 923.45 577 47450.000 1630.00 .00 .00 532.10 7500.00 543.55 .00 543.69 16.34 5.80 3291.57 1855 47540.000 90.00 .00 .00 531.20 2650.00 541.36 .00 541.84 30.14 5.58 475.95 482 47540.000 90.00 .00 .00 531.20 7500.00 543.60 .00 543.85 19.81 5.53 3335.14 1685 * 47640.000 100.00 .00 .00 530.70 2650.00 541.85 .00 542.06 13.09 4.03 1240.41 7]2 * 47640.000 100.00 .00 .00 530.70 7500.00 543.89 .00 543.98 7.93 3.73 4909.28 2663 47670.000 30.00 541.70 540.40 530.70 2650.00 543.12 .00 543.15 2.44 1.95 3351.50 1696 47670.000 30.00 541.70 540.40 530.70 7500.00 548.23 .00 548.24 .35 1.02 14581.73 12700 47720.000 50.00 .00 .00 531.00 2650.00 543.12 .00 543.17 3.59 2.30 2785.61 1398 47720.000 50.00 .00 .00 531.00 7500.00 548.24 .00 548.24 .40 1.08 13918.07 11802 48350.000 630.00 .00 .00 535.40 2650.00 543.33 .00 543.38 3.92 2.08 1507.22 1339 48350.000 630.00 .00 .00 535.40 7500.00 548.26 .00 548.28 1.19 1.74 7974.62 6867 1 28SEP90 14:24:59 PAGE 14 GRAPEVINE CREEK ( GREXUL SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 27620.000 3750.00 489.60 .00 .00 .00 59.58 .00 27620.000 11250.00 495.68 6.08 .00 .00 591.50 .00 30130.000 3750.00 497.32 .00 7.72 .00 130.80 2510.00 30130.000 11250.00 502.61 5.29 6.93 .00 265.63 2510.00 30189.000 3750.00 497.65 .00 .32 .00 81.56 59.00 30189.000 11250.00 502.53 4.88 -.09 .00 98.93 59.00 * 30190.000 3750.00 497.59 .00 -.06 .00 75.35 1.00 * 30190.000 11250.00 502.34 4.75 -.18 .00 91.37 1.00 30200.000 3750.00 497.72 .00 .13 .00 75.83 10.00 30200.000 11250.00 502.80 5.08 .46 .00 92.10 10.00 * 30201.000 3750.00 497.90 .00 .18 .00 82.52 1.00 * 30201.000 11250.00 503.44 5.54 .63 .00 100.84 1.00 30250.000 3750.00 498.04 .00 .14 .00 135.30 48.00 * 30250.000 11250.00 504.59 6.55 1.16 .00 369.52 49.00 31310.000 3750.00 500.74 .00 2.70 .00 131.52 1240.00 31310.000 11250.00 506.75 6.00 2.15 .00 479.60 1240.00 31480.000 3850.00 501.12 .00 .38 .00 93.32 170.00 * 31480.000 11700.00 506.85 5.72 .10 .00 119.02 170.00 31500.000 3850.00 501.17 .00 .05 .00 93.50 20.00 31500.000 11700.00 507.05 5.88 .20 .00 119.11 20.00 31550.000 3850.00 501.26 .00 .09 .00 132.73 50.00 * 31550.000 11700.00 508.22 6.96 1.17 .00 549.50 50.00 * 31750.000 3850.00 501.72 .00 .47 .00 198.02 200.00 * 31750.000 11700.00 508.48 6.76 .26 .00 248.43 200.00 32740.000 3850.00 502.13 .00 .41 .00 198.83 990.00 32740.000 11700.00 508.97 6.85 .49 .00 256.17 990.00 * 34045.000 3850.00 503.21 .00 1.08 .00 224.19 1305.00 34045.000 11700.00 509.84 6.63 .87 .00 268.62 1305.00 " 34330.000 3850.00 503.69 .00 .48 .00 214.96 285.00 * 34330.000 11700.00 510.03 6.33 .19 .00 263.19 285.00 * 34870.000 3850.00 506.28 .00 2.59 .00 226.11 540.00 34870.000 11700.00 510.95 4.66 .92 .00 258.88 540.00 I 28sEPg0 14:24:59 PAGE 15 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 35450.000 3850.00 507.78 .00 1.50 .00 215.71 580.00 35450.000 11700.00 512.14 4.36 1.20 .00 244.02 580.00 35570.000 3850.00 508.03 .00 .25 .00 217.23 120.00 35570.000 11700.00 512.43 4.40 .29 .00 259.90 120.00 * 35770.000 3850.00 508.43 .00 .40 .00 210.64 200.00 35770.000 11700.00 512.77 4.34 .34 .00 244.76 200.00 * 35970.000 3850.00 509.80 .00 1.37 .00 114.69 200.00 * 35970.000 11700.00 513.14 3.35 .37 .00 168.07 200.00 * 36140.000 3850.00 511.72 .00 1.92 .00 71.56 170.00 ~1~0o000 11700.00 ~1~,99 3.27 1.8~ .00 143.27 170.00 * 36360.000 3850.00 511.66 .00 -.06 .00 35.05 220.00 * 36360.000 11700.00 519.25 7.59 4.26 .00 189.36 220.00 * 38255.000 3850.00 515.21 ,00 3.56 .00 94.46 75.00 * 38255.000 11700.00 522,04 6.82 2.79 .00 322.56 75.00 * 38260.000 3850.00 515.21 .00 .00 .00 94.30 5.00 * 38260.000 11700.00 521.30 6.09 -.74 .00 317.67 5.00 * 38380.000 3850.00 516.68 .00 1.46 .00 198.68 120.00 * 38380.000 11700.00 522.61 5.94 1.31 .O0 239.02 120.00 38420.000 3850.00 516.82 .00 .15 .00 198.99 40.00 38420.000 11700.00 522.65 5.83 .04 .00 238.61 40.00 * 38500.000 3850.00 518.15 .00 1.33 .00 205.98 80.00 38500.000 11700.00 522.81 4.66 .16 .00 237.70 80.00 38580.000 3850.00 518.60 .00 .45 .00 206.35 80.00 38580.000 11700.00 522.97 4.37 .18 .00 236.01 80.00 38620.000 3850.00 518.63 .00 .03 .00 205.85 40.00 38620.000 11700.00 523.02 4.39 .05 .00 235.66 40.00 38670.000 3850.00 518.95 .00 .32 .00 207.36 50.00 38670.000 11700.00 523.22 4.26 .20 .00 236.32 50.00 39720.000 3850.00 523.06 .00 4.11 .00 486.74 1050.00 39720.000 11700.00 526.25 3.18 3.03 .00 1108.83 1050.00 * 41180.000 2150.00 526.13 .00 3.07 .GO 681.05 1460.00 41180.000 6150.00 528.57 2.44 2.32 .00 2009.52 1460.00 * 41950.000 2150.00 526.91 .00 .78 .00 238.04 770.00 * 41950.000 6150.00 529.23 2.32 .68 .00 561.49 770.00 1 28SEP90 14=24:59 PAG~ 16 SACNO Q CWS~L DIFWSP DIFWSX DIF~WS TOPWID XLCH * 42050.000 2150.00 526.67 .00 -.24 .00 48.00 100.00 * 42050.000 6150.00 530.87 4.00 1.45 .00 1249.37 100.00 * 42090.000 2150.00 527.75 .00 1.08 .00 ?9.00 40.00 * 42090.000 6150.00 533.84 8.09 3.17 .00 2363.56 40.00 * 42170.000 2150.00 528.36 .00 .60 .00 335.66 80.00 * 42170.000 6150.00 533.87 5.51 .02 .00 2403.40 80.00 44200.000 2150.00 531.08 .00 2.73 .00 195.43 2030.00 * 44200.000 6150.00 534.12 3.03 .25 .00 1727.57 2030.00 45820.000 2650.00 537.09 .00 6.01 .00 272.30 1620.00 * 45820.000 7500.00 538.16 1.07 4.05 .00 945.52 1620.00 * 47450.000 2650.00 541.32 .00 4.23 .00 615.97 1630.00 * 47450.000 7500.00 543.55 2.23 5.39 .00 1399.01 1630.00 47540.000 2650.00 541.36 .00 .04 .00 123.21 90.00 47540.000 7500.00 543.60 2.24 .05 .00 1932.94 90.00 * 47640.000 2650.00 541.85 .00 .49 .00 1410.61 100.00 * 47640.000 7500.00 543.89 2.05 .29 .00 2086.05 100.00 * 47670.000 2650.00 543.12 .00 1.27 .00 1934.37 30.00 * 47670.000 7500.00 548.23 5.12 4.34 .00 2250.00 30.00 47720.000 2650.00 543.12 .00 .00 .00 1855.82 50.00 47720.000 7500.00 548.24 5.12 .00 .00 22~0.00 50.00 48350.000 2650.00 543.33 .00 .21 .00 327.57 630.00 * 48350.000 7500.00 548.26 4.93 .02 .00 1852.10 630.00 1 28SEP90 14:24:59 PAGE 17 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO' 30190.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE ~GE WARNIN~ SECNO~ 30201.000 PROFILE~ I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30250.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPT. ABLE RANGE WARNING SECNO= 31480.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31550.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31750.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA/LNING SECNO~ 31750.000 PROFILED 2 CON~"~YANCE CHANGE OUTSIDE ACCEPTABLE ~ANGE WARNING SECNO~ 34045.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 34330.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO= 34330.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34870.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 35770.000 PROFILE~ i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35970.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 35970.000 PROFILEs 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- 35970.000 PROFILEs 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 35970.000 PROFILE= 2 20 TRIALS A~TEMPTED TO BALANCE WSEL WARNING -~ECNO~ 36140.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 36360.000 PROFILE= i CRITICAL DEPTH ASSUMED CAUTION SECNO~ 38360.000 PROFILE= I MINIMUM SPECIFIC ENER~-Y CAUTION SECNO= 36360.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 36360.000 PROFILE~ 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 36360.000 PROFILE= 2 20 TRIALS A-"71'EMPTED TO BALANCE WSEL WAR~ING SECNO= 38255.000 PROFILE= I CONVEYANCE CF_a_NGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 38255.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 38260.000 PROFILE~ I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38260.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPT~ABLE RANGE CAUTION SECNO= 38380.000 PROFILE= I CRITICAL DEPTH ASSUMED CAUTION SECNO= 38380.000 PROFILE= I PROBABLE MINIMUM SPECIFIC E.N-ERG~ CAUTION SECNO- 38380.000 PROFILE- I 20 TRIALS AT'I~/~PTRD TO BALANCE WSEL WARNING SECNO= 38380.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPT. ABLE RANGE WARNING SECNO= 38500.000 PROFILE~ I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 28SEP90 14:24:59 PAGE 18 WARNING SECNO~ 41950.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 2 CONVEYANCE CHA~GE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42050.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 42050.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNOm 42050.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILEm 2 20 TRIALS A~TEMPTED TO BALANCE WSEL WARNING SECNO= 42090.000 PROFILE~ i CONVEYANCE CHAN=E OUTSIDE ACCEPTABLE BAN~-E WARNING SECNO= 42090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 42170.000 PROFILEz I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42170.000 PROFILE= 2 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE- i CON%'EYANCE CHANGE OUTSIDE ACCEPTABLE RANGE W;tRNIN~ SECNO= 44200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 45820.000 PROFILE= 2 CRITICAL DEPTH ABSUMED CAUTION SECNO= 45820.000 PROFILE= 2 MINIMUM SPECIFIC ENERGY WARNING SECNO~ 47450.000 PROFILE= I CONVEYANCE C~GE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47450.000 PROFILEz 2 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 47640.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILEs 2 CONVEYANCE CHAN~E OUTSIDE ACCEPT_ABLE RANGE WARNING SECNO= 47670.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAANING SECNOz 47670.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPT/%BLE RANGE WARNING SECNO= 48350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE APPENDIX J PROPOSED CoNDmONS/ULTIMATE DISCHARGES HEC-2 MODEL t WATER SUP/~ACE PP~DFILES * * U.S. ARMY COI~S OF ENGINEERS · VF~ION OF SEP~-2~BER 1988 * * ~7~ HYDROL(X~IC ENGINEF~RING CENTE · EP/ROR: 01,02,03,04 * * 609 SECOND S~RF, ET, SUITE D · UPDA~T.D= JA~ 1990 t * DAVIS, CALIFORNIA 95616-4687 · RUN DA/'E 28SEP90 TIME 14:28:12 * * (916) 756-1104 X X XXXXX;~X 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 END OF BANNER I 28-qEP90 14: 28: 12 PAGE I THIS RUN EXECUTED 28SEP90 14:28=12 ************************************************** HEC2 RELE~SE DA~ED SEP 88 UPDATED ~ 1990 ERROR CORA - 01,02,03,04 MODIFICATION - ************************************************** T1 Gi~EVINE CREEK, COPPELL,D~tLLAS COUNTY,~F2(AS-ACTUAL E)LIS. COND. + DROP T2 10 YEAR F.D. Q--I~. CHA~L FROM SW TO 635 + FREEPORT + DROP + SW & RE T3 Gi~EVINE CREEK SGRPROPU.DAT SHORT VERSION J1 ICHECK INQ NINV IDIR S~RT MEDIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 0 489.60 J2 NPROF IPLOT PRFVS 7~SECV XSECH FN A~LDC IBW CBNIM IT~ACE I -1 J3 VAI~tBT.~. CODES FOR SUI~Y PRIN~UT 150 J5 L~RNT t~dMSEC ********REQUES~T~D SECTION I~]~RS******** -10. -10. QT 6. 3750. 6700. 9950. 11250. 15200. 10500. NC .065 .07 .045 .1 .3 ET 4.4 ******NOTE:SB CArD WEIR COEFF CHG'D TO -2.5 TO .MATCH FIS STAR.TINQ WSEL FROM COPPELL STORM WATE1RMANAGEMENTt4ODELJULY 1990 X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 GR 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 QR 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 479.3 1988 487.4 1992 489.2 2000 495.2 2026 GA 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 PROFILE SECTION T - SURVEY SECTION 19 Xl 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 ~R 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 i 28SEP90 14:28:12 PAG'~ 2 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 GA 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GA 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 ~R 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 GA 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 GA 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 2248 GA 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.LOUIS-SOUTHW~STEAN R.R. X1 30190 58 2138 2263 1 i 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GA 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GA 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GA 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 GR 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 2180 GA 510.4 2181 491.5 2181 487.2 2194 510.4 2194 510.4 2195 ~R 487.2 2195 486.8 2207 510.4 2207 510.4 2208 486.8 2208 487.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 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 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 90.21 X1 30200 10 10 10 X2 1 ET 90.2 X1 30201 42 2138 2263 i I 1 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 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 491.5 2180 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 2248 GA 500.2 2249 507.2 2250 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 1 285EP90 14:28:12 PAGE 3 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 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 ~R 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 ET 8.1 1734 1920 X1 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 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 QT 6 3850 7100 10400 11700 15950 11700 ****~** BE~IN SECTIONS FOR PROPOSED SOUTHWESTERN BLVD. ****** X1 31420 14 1777 1938 110 110 110 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 488.3 1840 488.3 1875 510.0 1938 511.4 2000 513.2 2100 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC .025 X1 31464 44 44 44 D.S. FACE OF WESTBOUND SOUTHWESTERN BLVD. X1 31470 23 1777 1938 6 6 6 BT 2 1777 513.0 510.0 1938 513.0 510.0 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 492.7 1829 510.0 1829 510.0 1832 491.7 1832 488.4 1840 ~R 488.4 1875 491.7 1883 510.0 1883 510.0 1886 492.7 1886 GR 510.0 1938 511.0 1950 511.4 2000 513.2 2100 514.8 2200 GR 515.8 2300 516.4 2400 516.8 2500 U.S. FACE OF WESTBOUND SOUTHWESTERN BLVD. X1 31503 23 1777 1938 33 33 33 BT 2 1777 513.0 510.0 1938 513.0 510.0 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 492.7 1829 510.0 1829 510.0 1832 491.7 1832 488.9 1840 GA 488.9 1875 491.7 1883 510.0 1883 510.0 1886 492.7 1886 GR 510.0 1938 511.0 ~950 511.4 2000 513.2 2100 514.8 2200 GR 515.8 2300 516.4 2400 516.8 2500 SECTION BETWEEN BRIDGES X1 31509 14 1777 1938 6 6 6 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 489.0 1840 489.0 1875 510.0 1938 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 i 28sEPg0 14:28:12 PAGE 4 D.S. FACE OF EASTBOUND SOUTHWESTERN BLVD. X1 31515 23 1777 1938 6 6 6 BT 2 1777 513.0 510.0 1938 513.0 510.0 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 492.7 1829 510.0 1829 510.0 1832 491.7 1832 489.0 1840 GR 489.0 1875 491.7 1883 510.0 1883 510.0 1888 492.7 1886 GR 510.0 1938 511.0 1950 511.4 2000 513.2 2100 514.8 2200 GR 515.8 2300 516.4 2400 516.8 2500 U.S. FACE OF EASTBOUND SOUTHWESTEiRN BLVD. X1 31548 23 1777 1938 33 33 33 BT 2 1777 513.0 510.0 1938 513.0 510.0 GR 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GR 492.7 1829 510.0 1829 510.0 1832 491.7 1832 489.5 1840 GA 489.5 1875 491.7 1883 510.0 1883 510.0 1886 492.7 1886 GA 510.0 1938 511.0 1950 511.4 2000 513.2 2100 514.8 2200 GE 515.8 2300 516.4 2400 516.8 2500 *******END SECTIONS FOR PROPOSED SOUTHWESTERN BLVD. Xl 31554 14 1777 1938 6 6 6 GA 515.3 1000 515.3 1100 512.0 1200 511.0 1700 510.0 1777 GA 489.6 1840 489.6 1875 510.0 1938 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 HAAFF ASSOC. SURV. SECN. AA Xl 31750 10. 1000. 1268. 166. 226. 196. 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. ~R 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. =R 510.37 1272.5 511.17 1286.5 512.67 1293.5 ****** BEGIN SECTIONS FOR PROPOSED RAILROAD BRIDGE ******* X1 33537. 49 1027.0 1313.0 900 650 797 GR 514 1027 509.59 1040.1 509.17 1041.3 503.80 1057.3 503.38 1058.6 GR 499.9 1069 499.61 1074.6 499.55 1075.8 499.3 1081 498.39 1091.8 GR 498.3 1093 498.31 1093.1 499.3 1101 499.3 1109.1 499.3 1110.3 GR 499.3 1126.3 499.3 1127.8 499.3 1128 497.6 1142 497.32 1143.8 GR 497.12 1144.8 494.45 1160.8 494.24 1162.1 493.1 1169 495.20 1178.1 GR 495.49 1179.3 496.1 1182 499.13 1195.3 499.41 1196.6 499.5 1197 GA 499.6 1207 498.41 1212.6 498.14 1213.8 497.7 1216 495 1226 GR 495.98 1229.8 496.30 1231.1 497.8 1237 498.9 1244 498.9 1247.1 ~R 498.9 1248.3 498.9 1264.3 498.9 1265.6 498.9 1268 503.47 1281.6 GR 503.89 1282.8 509.26 1298.8 509.67 1300.1 514 1313 1 28SEP90 14:28:12 PAGE 5 NC 0 0 .045 .3 .5 X1 33727. 48 1036 1304 190 190 190 X3 10 0 0 0 0 0 0 515.78 515.78 GR 511 1036 506.20 1050.2 505.19 1053.2 500.90 1066 499.9 1069 GR 499.3 1081 499.23 1081.7 498.98 1084.7 498.3 1093 498.86 1097.5 GR 499.23 1100.5 499.3 1101 499.3 1113.2 499.3 1116.2 499.3 1128 ~R 499.17 1129 498.81 1132 497.6 1142 497.14 1144.7 496.64 1147.7 GR 494.51 1160.5 494.01 1163.5 493.1 1169 494.77 1176.2 495.46 1179.2 GR 496.1 1182 498.36 1192 499.04 1195 499.5 1197 499.6 1207 G'R 499.44 1207.7 498.80 1210.7 497.7 1216 495.67 1223.5 495 1226 GR 495.12 1226.5 497.8 1237 498.15 1239.2 498.62 1242.2 498.9 1244 GR 498.9 1255 498.9 1258 498.9 1268 499.82 1270.7 500.83 1273.7 GR 505.11 1286.5 506.12 1289.5 511 1304 D.S. FACE PROPOSED RAILROAD BRID~E X1 33737. 0 0 0 10 10 10 BT 69 1036 515.90 511 1036 515.90 511 1050.2 515.90 511 BT 1050.2 515.90 506.20 1053.2 515.90 505.19 1053.2 515.90 511 1066 BT 515.90 511 1066 515.90 500.90 1069 515.90 499.9 1069 515.90 BT 511 1081.7 515.90 511 1081.7 515.90 499.23 1084.7 515.90 498.98 BT 1084.7 515.90 511 1097.5 515.90 511 1097.5 515.90 498.86 1100.5 BT 515.90 499.23 1100.5 515.90 511 1113.2 515.90 511 1113.2 515.90 ST 499.3 1116.2 515.90 499.3 1116.2 515.90 511 1129 515.90 511 BT 1129 515.90 499.17 1132 515.90 498.81 1132 515.90 511 1144.7 BT 515.90 511 1144.7 515.90 497.14 1147.7 515.90 496.64 1147.7 515.90 BT 511 1160.5 515.90 511 1160.5 515.90 494.51 1163.5 515.90 494.01 BT 1163.5 515.90 511 1176.2 515.90 511 1176.2 515.90 494.77 1179.2 BT 515.90 495.46 1179.2 515.90 511 1192 515.90 511 1192 515.90 BT 498.36 1195 515.90 499.04 1195 515.90 511 1207.7 515.90 511 BT 1207.7 515.90 499.44 1210.7 515.90 498.80 1210.7 515.90 511 1223.5 BT 515.90 511 1223.5 515.90 495.67 1226 515.90 495 1226.5 515.90 BT 495.12 1226.5 515.90 511 1239.2 515.90 511 1239.2 515.90 498.15 BT 1242.2 515.90 498.62 1242.2 515.90 511 1255 515.90 511 1255 BT 515.90 498.9 1258 515.90 498.9 1258 515.90 511 1270.7 515.90 BT 511 1270.7 515.90 499.82 1273.7 515.90 500.83 1273.7 515.90 511 BT 1286.5 515.90 511 1286.5 515.90 505.11 1289.5 515.90 506.12 1289.5 BT 515.90 511 1304 515.90 511 1304 515.90 511 U.S. FACE PROPOSED RAILROAD BRIDGE X1 33752. 0 0 0 15 15 15 X2 0 0 0 0 0 0 I *'***' END SECTIONS FOR PROPOSED RAILROAD BRIDGE ****** X1 33762. 0 0 0 10 10 10 X3 10 0 0 0 0 0 0 515.90 515.90 NC .1 .3 i 28SEPg0 14: 28: 12 PA~B 6 HALFF A~SOC. SURV. SECN. CC X1 34045 19. 1000. 1351. 150. 300. 283. 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. 499.6 1207. 497.7 1216. 495. 1226. 497.8 1237. 498.9 1244. 498.9 1268. 512.93 1310. 513.73 1324. 516.53 1351. HALFF ASSOC. SURV. SECN. DD (1 34330. 16. 1000. 1334. 285. 285. 285. (IR 518.23 1000. 502.47 1065. 499.17 1092. 498.67 1097. 498.87 1117. ~R 499.47 1123. 500.57 1133. 499.17 1176. 498.07 1187. 499.17 1194. ~ 500.37 1202. 502.27 1225. 502.57 1271. 514.63 1313. 515.53 1326. (IR 517.83 1334. HALFF ASSOC. SURV. SECN. EE X1 34870. 10. 1000. 1332. 540. 540. 540. (iR 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. HALFF ASSOC. SURV. SECN. FF M~VED 120' TO D.S. FACE FREEPORT PKWY. X1 35450. 13. 1002. 1302. 580. 580. 580. BT 2. 1000. 521.5 515.8 1302. 520.3 514.1 G'R 521.5 1000. 515.8 1000. 514.2 1002. 512.1 1029. 505.6 1049. ~R 503.1 1075. 500.9 1150. 505.3 1225. 504.8 1249. 512.1 1271. G"R 512.8 1300. 514.1 1302. 520.3 1302. HALFF A~SOC. SURV. SECN. FF U.S. FACE FREEPORT pKWY. X1 35570. 120. 120. 120. 1.0 X2 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. 503.81 1174. GR 503.41 1189. 504.71 1204. 507.01 1258. 522.01 1316. HALFF ASSOC. SURV. SECN. C,G (TRANSITION BACK TO NAT. CHANNEL)-- -- APPROX. NEAR OLD COE STA. 37550. X1 35970. 10. 1000. 1264.9 200. 200. 200. CI 1131. 500. .035 3. 3. 80. GR 519.01 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 1264.8 i PAGE 7 288EP90 14:28:12 HALFF ASSOC. SURV. SECN. "A" (1/29/85) BAF X1 36140. 12. 1128. 1204. 200. 130. 170. CI 1166. 501. 80. GR 520.5 1000. 518.1 1078. 514.8 1096. 512.9 1113. 512.7 1128. (iR 505.6 1142. 501. 1166. 504.7 1193. 513.8 1204. 514.3 1228. GR 516.3 1258. 516.6 1264. HALFF ASSOC. SURV. SECN. "B" (1/29/85) BAF X1 36360. 9. 1125. 1162. 220. 220. 220. CI 1145. 501.4 80. 522.0 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. X1 38285. 9. 1056. 1107. 105. 105. 105. CI 1082. 502. 70. 522.4 900. 522.4 1000. 514.0 1056. 504.1 1065. 502.0 1082. 504.1 1098. 514.4 1107. 516.7 1207. 520. 1325. NC 0.05 0.050 0.015 X1 38290. 5. 5. 5. 1082. 502. 0.015 70. X1 36340. 11. 2670. 2860. 50. 50. 50. 0.4 CI -1. 502.2 2. 2. 70. GR 525.8 2630. 525.8 2630. 525.8 2630. 525.8 2630. 515. 2670. GR 514. 2740. 511. 2752. 511. 2772. 514. 2784. 515. 2860. 524.7 2890. X1 38360. 20. 20. 20. CI -1. 511.3 0.015 2. 2. 110. 300.2 ET NC .015 .015 .045 X1 38380 15 2670 2860 20 20 20 .4 CI .01 X3 2630. 529.2 2890. 529.2 GR 559.4 548.5 300 531.5 1400 525.8 2630 515.0 2670 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 86 1.05 1.2 -2.5 105 4 3920 7.5 511.0 511. 8.11 2630 2890 X1 38420. 40. 40. 40. 0.1 X2 1. 528.7 532.8 X3 2630. 529.2 2890. 529.2 6. 559.5 300. 556.5 1400. 539.5 3800. 529.2 4200. 529.2 5500. 534.3 28~EP90 14:28:12 PAGE 8 X1 38500. 80. 80. 80. 0.3 X3 2630. 529.2 2890. 529.2 NC .015 .015 .045 X1 38580. 80. 80. 80. 0.4 X3 2630. 529.2 2890. 529.2 SB 1.05 1.2 -2.5 105. 4. 3920. 7.5 512.2 512.2 X1 38620. 40. 40. 40. 0.1 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 .065 0.060 .045 X1 38670. 50. 50. 50. 0.1 X3 2630. 529.2 2890. 529.2 ET 405.2 X1 39720. 23. 1713. 1726. 25. 750. 1050. 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. 1713. 517.1 1715. GA 517. 1723. 518.8 1726. 521.4 1800. 522.4 1900. 522.5 2000. 524.4 2100. 526. 2200. 526.4 2300. 528.7 2400. 526.9 2500. GR 527.3 2600. 528. 2700. 528.6 2800. QT 6. 2150. 3890. 5500. 6150. 7800. 7900. ET 600.2 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 510.2 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 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 524.5 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 2400 530.6 2500 530.8 2600 540.0 3700 550.0 4400 ET 610.2 X1 42050 35 1788 1834 100 100 100 X3 10 527.1 527 540.0 0 538.0 200 536.0 400 534.0 600 532.0 800 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 GR 529.8 1500 529.6 1600 529.7 1700 529.7 1763 527.1 1763 523.5 1771 522.3 1788 521.0 1793 521.5 1819 522.1 1826 GR 523.0 1834 527.0 1842 529.8 1842 529.5 1900 529.3 2000 529.9 2100 530.7 2200 531.1 2300 531.2 2400 531.5 2500 531.8 2600 532.1 2700 532.5 2800 540.0 3800 550.0 4500 i 28SEP90 14:28:12 PAGE 9 ET 570.2 SB 1.05 2.268 -2.5 79 0 473.95 0 521.1 521.1 X1 42090 40 40 40 X2 I 527.1 529.7 X3 10 527.1 527 BT 2 1763 529.7 528.6 1842 529.8 528.6 ET 1010.2 X1 42170 28 1791 1810 80 80 80 540 0 539.0 100 538.0 200 537.0 300 536.0 400 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 1400 529.4 1500 529.7 1600 527.9 1700 524.5 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 GR 530.6 2500 530.8 2600 540.0 3800 ET 580.2 X1 44200 32 1740 1786 1800 1300 2030 550.0 600 548.0 650 548.0 700 544.0 750 542.0 800 GR 535.9 1000 535.2 1100 534.3 1200 534.1 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 531.8 2500 532.3 2600 532.5 2700 532.9 2800 533.3 2900 GR 533.5 3000 550.0 3500 QT 6 2650 4850 8700 7500 10150 7900 ET 630.2 X1 45820 26 2160 2187 1400 1000 1620 GR 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 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 GR 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 GA 540.0 2800 ET 500.2 X1 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 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 GA 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 2700 GR 544.6 2800 ET 650.2 X1 47540 35 1511 1591 10 200 90 +.5 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 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 534.5 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 1800 541.5 1900 I 28SEP90 14:28:12 PAGE 10 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET 1110.2 X1 47640 37 1511 1591 100 100 100 X3 10 540.4 540.4 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GA 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GA 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 GR 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.6 1700 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET 1020.2 SB 1.05 2.705 -2.5 66.5 4 416.7 1.125 534.4 534.4 X1 47670 30 30 30 X2 i 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 X1 47720 35 1511 1591 50 50 50 .3 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 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 534.5 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 1800 541.5 1900 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET 240.2 X1 48350 25 2130 2300 600 300 630 GR 549.5 1000 546.9 1100 546.8 1200 545.7 1300 544.9 1400 OR 544.1 1500 544.5 1600 544.1 1700 544.2 1800 544.0 1900 543.9 2000 544.2 2100 543.4 2133 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 2600 545.9 2700 546.6 2800 547.7 2900 I 28SEP90 14:28=12 PA~E 11 T1 GRAPEVINE C/~EEK, COPPELL, DA/J~A~ COUN'fY, TEXAS T2 100 YEAR T3 GRAPEVINE CI~EEK J1 ICEECK INQ NINV IDIR STAT METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 0 495.68 J2 NPI~OF IPLOT PRFVS X~ECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 i 28SEP90 14: 28:12 PAGE 12 THIS RUN EXECUTED 28SEP90 14:28:36 ************************************************** HEC2 RELEASE DATED S~P 88 UPDATED JUN 1990 ERROR COP/R - 01,02,03,04 MODIFICATION - ************************************************** N(Yl~g- A~TERISK (") AT LEFT OF CROSS-SECTION NUMBER INDICATES .HESSAGE IN S~Y OF EP/~OAS LIST GRAi~EVINE CREEK SUI~WARY PRINTOUT TABLE 150 SECNO ~CH ELTRD ELLC EL~LIN Q CWSEL CRIWS EG 10*K~ VCH AREA .0 27620.000 .00 .00 .00 475.50 3750.00 489.60 .00 490.40 30.02 7.17 523.52 684 27620.000 .00 .00 .00 475.50 11250.00 495.68 .00 496.58 27.12 8.88 2205.73 2160 30130.000 2510.00 .00 .00 483.70 3750.00 497.32 .00 498.06 33.65 7.64 663.58 646 30130.000 2510.00 .00 .00 483.70 11250.00 502.61 .00 503.75 39.73 10.43 1556.79 1784 30189.000 59.00 .00 .OO 486.80 3750.00 497.65 .00 498.28 28.91 6.38 587.98 697 30189.000 59.00 .00 .00 486.80 11250.00 502.53 .00 504.37 52.87 10.91 1031.51 1547 * 30190.000 1.00 513.30 510.40 486.80 3750.00 497.59 .00 498.34 94.35 6.96 639.12 386 * 30190.000 1.00 513.30 510.40 486.80 11250.00 502.34 .00 504.57 224.70 11.99 938.39 750 30200.000 10.00 513.30 510.40 486.80 3750.00 497.72 .00 498.44 90.45 6.84 548.64 394 30200.000 10.00 513.30 510.40 486.80 11250.00 502.80 .00 504.84 201.97 11.47 980.99 791 * 30201.000 1.00 .00 .00 486.80 3750.00 497.90 .00 498.49 26.19 6.16 608.70 732 * 30201.000 1.00 .00 .00 486.80 11250.00 503.44 .00 505.00 41.27 10.02 1122.39 1751 30250.000 49.00 .00 .00 483.80 3750.00 498.04 .00 498.62 25.43 6.85 746.22 743 * 30250.000 49.00 .00 .00 483.80 11250.00 504.59 .00 505.23 20.53 8.14 2153.72 2482 31310.000 1060.00 .00 .00 487.80 3750.00 500.54 .00 500.96 23.68 6.18 796.42 770 31310.000 1060.00 .00 .00 487.80 11250.00 506.61 .00 507.09 21.15 7.30 2290.56 2446 31420.000 110.00 .00 .00 488.30 3850.00 500.85 .00 501.14 10.57 4.29 896.51 1184 31420.000 110.00 .00 .00 488.30 11700.00 506.60 .00 507.41 19.88 7.26 1612.30 2624 * 31464.000 44.00 .00 .00 488.30 3850.00 500.88 .00 501.16 3.24 4.28 899.27 2140 * 31464.000 44.00 .00 .00 488.30 11700.00 506.65 .00 507.46 6.06 7.22 1619.66 4752 31470.000 6.00 513.00 510.00 488.40 3850.00 500.83 .00 501.18 6.16 4.78 806.14 1551 31470.000 6.00 513.00 510.00 488.40 11700.00 506.54 .00 507.51 12.21 7.94 1473.99 3346 I 28-qF_~90 14:28:12 PACE 13 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*F~ VCH AR/~A .0 31503.000 33.00 513.00 510.00 488.90 3850.00 500.84 .00 501.21 6.68 4.90 786.19 1489 31503.000 33.00 513.00 510.00 488.90 11700.00 506.56 .00 507.56 12.70 8.03 1456.52 3282 31509.000 6.00 .00 .00 489.00 3850.00 500.89 .00 501.22 3.96 4.58 840.48 1935 31509.000 6.00 .00 .00 489.00 11700.00 506.71 .00 507.58 6.82 7.50 1560.57 4481 31515.000 6.00 513.00 510.00 489.00 3850.00 500.86 .00 501.24 6.76 4.91 783.47 1480 31515.000 6.00 513.00 510.00 489.00 11700.00 506.63 .00 507.62 12.64 8.01 1460.40 3291 31548.000 33.00 513.00 510.00 489.50 3850.00 500.87 .00 501.26 7.36 5.04 763.74 1419 31548.000 33.00 513.00 510.00 489.50 11700.00 506.65 .00 507.67 13.15 8.11 1443.22 3226 31554.000 6.00 .00 .00 489.60 3850.00 500.90 .00 501.27 4.75 4.87 790.06 1765 31554.000 6.00 .00 .00 489.60 11700.00 506.75 .00 507.69 7.58 7.75 1509.27 4250 31750.000 196.00 .00 .00 488.64 3850.00 501.28 .00 501.38 3.86 2.53 1523.88 1958 31750.000 196.00 .00 .00 488.64 11700.00 507.63 .00 507.88 5.54 4.02 2910.80 4971 32740.000 990.00 .00 .00 493.07 3850.00 501.76 .00 501.91 7.23 3.05 1261.69 1431 32740.000 990.00 .00 .00 493.07 11700.00 508.23 .00 508.52 7.33 4.33 2703.55 4322 * 33537.000 797.00 .00 .00 493.10 3850.00 502.59 .00 502.83 19.78 3.95 975.31 865 493.10 11700.00 508.88 .00 509.23 10.35 4.75 2464.54 3637 33537.000 797.00 .00 .00 33727.000 190.00 .00 .00 493.10 3850.00 502.96 .00 503.17 15.30 3.64 1057.87 984 33727.000 190.00 .00 .00 493.10 11700.00 509.09 .00 509.42 9.69 4.65 2518.15 3757 * 33737.000 10.00 515.90 511.00 493.10 3850.00 502.93 .00 503.25 50.22 4.53 849.23 543 33737.000 10.00 515.90 511.00 493.10 11700.00 509.01 .00 509.53 51.57 5.79 2022.02 1629 33752.000 15.00 515.90 511.00 493.10 3850.00 503.02 .00 503.33 47.84 4.45 865.01 556 33752.000 15.00 515.90 511.00 493.10 11700.00 509.10 .00 509.61 50.45 5.73 2040.50 1647 503.39 13.14 3.47 1110.28 1062 * 33762.000 10.00 .00 .00 493.10 3850.00 503.20 .00 33762.000 10.00 .00 .00 493.10 11700.00 509.37 .00 509.69 8.89 4.51 2591.64 3924 34045.000 283.00 .00 .00 493.10 3850.00 503.56 .00 503.72 10.43 3.21 1200.23 1192 34045.000 283.00 .00 .00 493.10 11700.00 509.64 .00 509.93 8.08 4.33 2701.36 4115 * 34330.000 285.00 .00 .00 498.07 3850.00 503.93 .00 504.38 52.92 5.34 721.31 529 * 34330.000 285.00 .00 .00 498.07 11700.00 509.84 .00 510.31 17.00 5.48 2134.46 2837 34870.000 540.00 .00 .00 501.26 3850.00 506.25 .00 506.57 31.77 4.50 854.92 683 501.26 11700.00 510.82 .00 511.38 22.14 5.97 1960.91 2486 34870.000 540.00 .00 .00 35450.000 580.00 520.30 514.10 500.90 3850.00 507.78 .00 508.03 20.30 4.01 959.76 854 35450.000 580.00 520.30 514.10 500.90 11700.00 512.07 .00 512.63 21.03 6.03 1940.40 2551 35570.000 120.00 520.30 514.10 500.90 3850.00 508.03 .00 508.25 17.06 3.80 1014.15 932 35570.000 120.00 520.30 514.10 500.90 11700.00 512.36 .00 512.88 20.08 5.81 2012.44 2610 i 28.~Ep90 14:28:12 PAGE 14 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*K~ VCH AREA .0 * 35770.000 200.00 .00 .00 499.81 3850.00 508.43 .00 508.95 67.15 5.78 665.61 469 35770.000 200.00 .00 .00 499.81 11700.00 512.71 .00 513.50 37.61 7.14 1638.95 1907 * 35970.000 200.00 .00 .00 499.41 3850.00 509.03 .00 509.28 6.49 3.98 967.98 1510 * 35970.000 200.00 .00 .00 499.41 11700.00 513.13 .00 513.99 15.99 7.43 1575.15 2925 36140.000 170.00 .00 .00 501.00 3850.00 509.11 .00 509.43 9.57 4.55 846.32 1244 36140.000 170.00 .00 .00 501.00 11700.00 513.31 .00 514.33 19.24 8.13 1439.28 2667 36360.000 220.00 .00 .00 501.40 3850.00 509.32 .00 509.66 10.44 4.69 821.27 1191 36360.000 220.00 .00 .00 501.40 11700.00 513.74 .00 514.76 19.09 8.11 1443.25 2677 38285.000 105.00 .00 .00 502.00 3850.00 509.34 .00 509.85 17.28 5.70 675.51 926 38285.000 105.00 .00 .00 502.00 11700.00 513.71 .00 515.11 28.64 9.50 1231.59 2186 * 38290.000 5.00 .00 .00 502.00 3850.00 509.35 .00 509.85 3.16 5.69 676.29 2164 38290.000 5.00 .00 .00 502.00 11700.00 513.72 .00 515.12 5.24 9.49 1233.15 5110 38340.000 50.00 .00 .00 502.20 3850.00 509.26 .00 509.91 4.07 6.48 593.74 1908 38340.000 50.00 .00 .00 502.20 11700.00 513.32 .00 515.34 7.55 11.40 1026.29 4258 * 38360.000 20.00 .00 .00 511.30 3850.00 514.59 514.59 516.15 22.91 10.03 383.80 804 * 38360.000 20.00 .00 .00 511.30 11700.00 517.68 517.68 520.11 19.38 12.52 950.19 2657 * 38380.000 20.00 .00 .00 511.40 3850.00 516.58 516.58 517.76 230.90 8.71 441.07 253 * 38380.000 20.00 .00 .00 511.40 11700.00 519.08 519.08 521.50 161.33 11.90 957.90 921 38420.000 40.00 532.80 528.70 511.50 3850.00 516.75 .00 517.86 206.98 8.43 455.85 267 38420.000 40.00 532.80 528.70 511.50 11700.00 519.50 .00 521.62 127.57 11.05 1027.72 1035 * 38500.000 80.00 .00 .00 511.80 3850.00 518.18 .00 518.68 53.94 5.57 683.05 524 * 38500.000 80.00 .00 .00 511.80 11700.00 520.99 .00 522.37 59.45 8.68 1291.68 1517 38580.000 80.00 .00 .0O 512.20 3850.00 518.61 .00 519.10 51.43 5.49 692.90 536 38580.000 80.00 .00 .00 512.20 11700.00 521.50 .00 522.83 55.79 8.50 1316.51 1566 38620.000 40.00 532.80 528.70 512.30 3850.00 518.64 .00 519.15 55.54 5.62 677.09 516 38620.000 40.00 532.80 528.70 512.30 11700.00 521.62 .00 522.94 55.24 8.48 1320.41 1574 38670.000 50.00 .00 .00 512.40 3850.00 518.96 .00 519.42 47.98 5.44 722.14 555 38670.000 50.00 .00 .00 512.40 11700.00 522.07 .00 523.24 55.07 8.77 1400.77 1576 39720.000 1050.00 .00 .00 517.00 3850.00 523.06 .00 523.37 62.25 7.78 994.11 487 39720.000 1050.00 .00 .00 517.00 11700.00 526.20 .00 526.47 33.06 7.61 2993.82 2034 * 41180.000 1460.00 .00 .00 519.40 2150.00 526.13 .00 526.17 6.01 2.63 1648.53 877 41180.000 1460.00 .00 .00 519.40 6150.00 528.57 .00 528.60 5.46 3.14 4447.30 2630 * 41950.000 770.00 .00 .00 520.80 2150.00 526.91 .00 527.15 34.10 5.79 650.09 368 * 41950.000 770.00 .00 .00 520.80 6150.00 529.22 .00 529.61 40.63 8.04 1404.83 964 I 28SEP90 14:28:12 PAGE 15 SECNO ~LCH ELTRD ELLC ELMiN Q ~SEL CRIWS EG 10*KS VCH AREA .0 * 42050.000 100.00 .00 .00 521.00 2150.00 526.67 .00 527.99 89.84 9.21 233.43 226 * 42050.000 100.00 .00 .00 521.00 6150.00 530.68 530.68 531.51 41.06 9.17 1532.46 959 42090.000 40.00 529.70 527.10 521.00 2150.00 527.75 .00 528.27 31.45 6.20 407.19 383 42090.000 40.00 529.70 527.10 521.00 6150.00 533.85 .00 533.87 1.62 2.22 7539.78 4832 42170.000 80.00 .00 .00 520.70 2150.00 528.36 .00 528.44 8.94 3.52 1077.11 719 42170.000 80.00 .00 .00 520.70 6150.00 533.87 .00 533.88 .76 1.52 9790.18 7056 44200.000 2030.00 .00 .00 524.90 2150.00 531.08 .00 531.38 37.56 5.46 568.60 350 44200.000 2030.00 .00 .00 524.90 8150.00 534.12 .00 534.21 11.24 4.11 3471.00 1834 45820.000 1620.00 .00 .00 531.80 2650.00 537.09 .00 537.38 45.20 6.21 725.64 394 45820.000 1620.00 .00 .00 531.80 7500.00 538.16 538.16 538.94 116.60 11.43 1317.74 694 47450.000 1630.00 .00 .00 532.10 2650.00 541.32 .00 541.53 21.04 5.52 923.45 577 " 47450.000 1630.00 .00 .00 532.10 7500.00 543.55 .00 543.69 16.34 5.80 3291.57 1855 47540.000 90.00 .00 .00 531.20 2650.00 541.36 .00 541.84 30.14 5.58 47§.g5 482 47540.000 90.00 .00 .00 531.20 7500.00 543.60 .00 543.85 19.81 5.53 3335.03 1685 47640.000 100.00 .00 .00 530.70 2650.00 541.85 .00 542.06 13.09 4.03 1240.41 732 * 47640.000 100.00 .00 .00 530.70 7500.00 543.89 .00 543.98 7.93 3.73 4909.15 2663 * 47670.000 30.00 541.70 540.40 530.70 2650.00 543.12 .00 543.15 2.44 1.95 3351.50 1696 * 47670.000 30.00 541.70 540.40 530.70 7500.00 548.23 .00 548.24 .35 1.02 1458!.73 12700 47720.000 50.00 .00 .00 531.00 2650.00 543.12 .00 543.17 3.59 2.30 2785.61 1398 47720.000 50.00 .00 .00 531.00 7500.00 548.24 .00 548.24 .40 1.08 13918.07 11802 48350.000 630.00 .00 .00 535.40 2650.00 543.33 .00 543.38 3.92 2.08 1507.22 1339 * 48350.000 630.00 .00 .O0 535.40 7500.00 548.26 .00 548.28 1.19 1.74 7974.62 6867 i 28SEP90 14:28:12 PAGE 16 ~RAPEVINE CREEK SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFK~S TOPWID XLCH 27620.000 3750.00 489.60 .00 .00 .00 59.58 .00 27620.000 11250.00 495.68 6.08 .00 .00 591.50 .00 30130.000 3750.00 497.32 .00 7.72 .00 130.80 2510.00 30130.000 11250.00 502.61 5.29 6.93 .00 265.63 2510.00 30189.000 3750.00 497.65 .00 .32 .00 81.56 59.00 30189.000 11250.00 502.53 4.88 -.09 .00 98.93 59.00 * 30190.000 3750.00 497.59 .00 -.06 .00 75.35 1.00 * 30190.000 11250.00 502.34 4.75 -.18 .00 91.37 1.00 30200.000 3750.00 497.72 .00 .13 .00 75.83 10.00 30200.000 11250.00 502.80 5.08 .46 .00 92.10 10.00 * 30201.000 3750.00 497.90 .00 .18 .00 82.52 1.00 * 30201.000 11250.00 503.44 5.54 .63 .00 100.84 1.00 30250.000 3750.00 498.04 .00 .14 .00 135.30 49.00 * 30250.000 11250.00 504.59 6.55 1.16 .00 369.52 49.00 31310.000 3750.00 500.54 .00 2.50 .00 129.62 1060.00 31310.000 11250.00 506.61 6.07 2.02 .00 465.58 1060.00 * 31420.000 3850.00 500.85 .00 .31 .00 107.87 110.00 31420.000 11700.00 506.60 5.75 -.01 .00 141.24 110.00 * 31464.000 3850.00 500.88 .00 .03 .00 108.02 44.00 * 31464.000 11700.00 506.65 5.77 .05 .00 141.54 44.00 31470.000 3850.00 500.83 .00 -.05 .00 99.87 6.00 31470.000 11700.00 506.54 5.71 -.11 .00 134.18 6.00 31503.000 3850.00 500.84 .00 .01 .00 99.96 33.00 31503.000 11700.00 506.56 5.72 .02 .00 134.36 33.00 31509.000 3850.00 500.89 .00 .05 .00 106.35 6.00 31509.000 11700.00 506.71 5.82 .15 .00 141.25 6.00 31515.000 3850.00 500.86 .00 -.03 .00 100.06 6.00 31515.000 11700.00 506.63 5.77 -.08 .00 134.72 6.00 31548.000 3850.00 500.87 .00 .01 .00 100.16 31548.000 11700.00 506.65 5.78 .03 .00 134.92 33.00 31554.000 3850.00 500.90 .00 .03 .00 104.81 6.00 31554.000 11700.00 506.75 5.85 .10 .00 140.96 6.00 I 28sEPg0 14:28~12 PAGE 17 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 31750.000 3850.00 501.28 .00 .38 .00 194.74 196.00 31750.000 11700.00 507.63 6.35 .88 .00 242.09 196.00 32740.000 3850.00 501.76 .00 .48 .00 195.76 990.00 32740.000 11700.00 508.23 6.47 .60 .00 249.95 990.00 * 33537.000 3850.00 502.59 .00 .83 .00 218.01 797.00 33537.000 11700.00 508.88 6.29 .65 .00 255.49 797.00 33727.000 3850.00 502.96 .GO .38 .00 220.25 190.00 33727.000 11700.00 509.09 6.12 .21 .00 256.66 190.00 * 33737.000 3850.00 502.93 .00 -.03 .00 220.06 10.00 * 33737.000 11700.00 509.01 6.08 -.07 .00 256.23 10.00 33752.000 3850.00 503.02 .00 .09 .00 220.59 15.00 33752.000 11700.00 509.10 6.08 .09 .00 256.75 15.00 * 33762.000 3850.00 503.20 .00 .18 .00 221.66 10.00 * 33762.000 11700.00 509.37 6.17 .27 .00 258.35 10.00 34045.000 3850.00 503.56 .00 .36 .00 226.54 283.00 34045.000 11700.00 509.64 6.08 .27 .00 267.29 283.00 * 34330.000 3850.00 503.93 .00 .37 .00 216.79 285.00 * 34330.000 11700.00 509.84 5.91 .20 .00 261.72 285.00 34870.000 3850.00 506.25 .00 2.32 .00 225.87 540.00 34870.000 11700.00 510.82 4.57 .98 .00 258.02 540.00 35450.000 3850.00 507.78 .00 1.53 .00 215.68 580.00 35450.000 11700.00 512.07 4.29 1.24 .00 241.80 580.00 35570.000 3850.00 508.03 .00 .25 .00 217.22 120.00 35570.000 11700.00 512.36 4.33 .29 .00 255.94 120.00 35770.000 3850.00 508.43 .00 .40 .00 210.63 200.00 35770.000 11700.00 512.71 4.28 ,35 .00 244.23 200.00 * 35970.000 3850.00 509.03 .00 .60 .00 134.18 200.00 · 35970.000 11700.00 513.13 4.10 .42 .00 167.89 200.00 36140.000 3850.00 509.11 .00 .08 .00 128.67 170.00 36140.000 11700.00 513.31 4.20 .18 .00 153.85 170.00 36360.000 3850.00 509.32 .00 .21 .00 127.50 220.00 36360.000 11700.00 513.74 4.42 .43 .00 154.01 220.00 38285.000 3850.00 509.34 .00 .02 .00 114.04 105.00 38285.000 11700.00 513.71 4.37 -.02 .00 140.28 105.00 I 28SEPg0 14:28:12 PA~E 18 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 38290.000 3850.00 509.35 .00 .00 .00 114.09 5.00 * 38290.000 11700.00 513.72 4.38 .01 .00 140.35 5.00 38340.000 3850.00 509.26 .00 -.09 .00 98.23 50.00 38340.000 11700.00 513.32 4.06 -.40 .00 114.50 50.00 * 38360.000 3850.00 514.59 .00 5.33 .00 123.17 20.00 38360.000 11700.00 517.68 3.09 4.36 .00 205.51 20.00 * 38380.000 3850.00 516.58 .00 1.98 .00 197.99 20.00 * 38380.000 11700.00 519.08 2.50 1.40 .00 215.00 20.00 38420.000 3850.00 516.75 .00 .17 .00 198.50 40.00 38420.000 11700.00 519.50 2.75 .42 .00 217.20 40.00 38500.000 3850.00 518.18 .00 1.43 .00 206.13 80.00 * 38500.000 11700.00 520.99 2.81 1.49 .00 225.30 80.00 38580.000 3850.00 518.61 .00 .44 .00 206.45 80.00 38580.000 11700.00 521.50 2.89 .51 .00 226.05 80.00 38620.000 3850.00 518.64 .00 .03 .00 205.93 40.00 38620.000 11700.00 521.62 2.98 .12 .00 226.17 40.00 38670.000 3850.00 518.96 .00 .32 .00 207.41 50.00 38670.000 11700.00 522.07 3.11 .45 .00 228.57 50.00 39720.000 3850.00 523.06 .00 4.10 .00 486.50 1050.00 39720.000 11700.00 526.20 3.14 4.13 .00 1057.55 1050.00 * 41180.000 2150.00 526.13 .00 3.07 .00 681.17 1460.00 41180.000 6150.00 528.57 2.43 2.36 .00 2008.84 1460.00 * 41950.000 2150.00 526.91 .00 .78 .00 238.04 770.00 · 41950.000 6150.00 529.22 2.31 .66 .00 560.15 770.00 42050.000 2150.00 526.67 .00 -.24 .00 46.00 100.00 42050.000 6150.00 530.68 4.00 1.45 .00 1249.86 100.00 42090.000 2150.00 527.75 .00 1.08 .00 79.00 40.00 42090.000 6150.00 533.85 6.09 3.17 .00 2363.85 40.00 * 42170.000 2150.00 528.36 .00 .60 .00 335.67 80.00 · 42170.000 6150.00 533.87 5.51 .02 .00 2403.66 80.00 44200.000 2150.00 531.08 .00 2.73 .00 195.43 2030.00 44200.000 6150.00 534.12 3.04 .25 .00 1728.08 2030.00 45820.000 2650.00 537.09 .00 6.01 .00 272.30 1620.00 45820.000 7500.00 538.16 1.07 4.04 .00 945.57 1620.00 28SEP90 14:28:12 PAGE 19 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 47450.000 2650.00 541.32 .00 4.23 .00 815.97 1630.00 * 47450.000 7500.00 543.55 2.23 5.39 .00 1399.01 1630.00 47540.000 2650.00 541.36 .00 .04 .00 123.21 90.00 47540.000 7500.00 543.60 2.24 .05 .00 1932.93 90.00 " 47640.000 2850.00 541.85 .00 .49 .00 1410.61 100.00 * 47640.000 7500.00 543.89 2.05 .29 .00 2085.04 100.00 * 47670.000 2650.00 543.12 .00 1.27 .00 1934.37 30.00 * 47670.000 7500.00 548.23 5.12 4.34 .00 2250.00 30.00 47720.000 2650.00 543.12 .00 .00 .00 1855.82 50.00 47720.000 7500.00 548.24 5.12 .00 .00 2250.00 50.00 48350.000 2650.00 543.33 .00 .21 .00 327.57 630.00 * 48350.000 7500.00 548.26 4.93 .02 .00 1852.10 630.00 I 28SEP90 14:28:12 PA=E 20 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 30190.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WA/~NING SECNO= 30190.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE AUCEPTABLE P~%NGE WARNING SECNO= 30201.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAN=E WARNING SECNO= 30201.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 'WARNING SECNO= 30250.000 PROFILE= 2 CONVEYANCE CHAN~E O~SIDE ACCEPTABLE RANGE WARNING SECNO= 31420.000 PROFILEz i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 'WARNING SECNO= 31464.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNIN~ SECNO= 31464.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 33537.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 33737.000 PROFILE= i CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RAN=E WARNIN~ SECNO~ 33737.000 PROFILE~ 2 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 33762.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 33762.000 PROFILE= 2 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE I~ANGE WA~NING SECNO~ 34330.000 PROFILE= i CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34330.000 PROFILEs 2 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35770.000 PROFILE~ i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE WARNING SECNO= 35970.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35970.000 PROFILE= 2 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE PJ~N~E WARNING SECNO= 38290.000 PROFILE~ i CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 38290. 000 PROFILE- 2 CON%'EYA~CE CHARGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 38360.000 PROFILE- i CRITICAL DEPTH A~SUMED CAUTION SECNO- 38360.000 PROFILE= i PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO" 38360.000 PROFILE= I 20 TRIALS ATTEM~TRD TO BALANCE WSRT. CAUTION SECNO= 38360.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO~ 38360.000 PROFILE' 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 38360.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 38380.000 PROFILE~ I CRITICAL DEPTH ASSUMED CAUTION SECNO~ 38380.000 PROFILE= I PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38380.000 PROFILE= i 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 38380.000 PROFILE~ 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 38380.000 PROFILE= 2 PROBABLE MINIM~3M SPECIFIC ENERGY CAUTION SECNO~ 38380.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WABRING SECNO= 38500.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WABI~ING SECNO- 38500.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCP/:TABLE RANGE WARNING SECNO= 41180.000 PROFILE= i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I 28SEP90 14=28:12 PAGE 21 WARNING SECNO~ 41950.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 41950.000 PROFILE- 2 CONVEYANCE CHAN~E OUTSIDE ACCEPTABLE RANGE 'WARNING SECNO= 42050.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCF. PTABLE RANGE CAUTION SECNO= 42050.000 PROFILE- 2 CRITICAL DEPTH A~SUMED CAUTION SECNO= 42050.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENF. R~Y CAUTION SECNO~ 42050.000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 42090.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 42090.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42170.000 PROFILEs I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 42170.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 44200.000 PROFILE~ I CO~ANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 2 CONVEYANCE CHA~NGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 45820.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 45820.000 PROFILE= 2 MINI.MUM SPECIFIC ENERGY. WARNING SECNO= 47450.000 PROFILE- i CONVEYANCE CHANaE OUTSIDE ACCEPTABLE RANGE WAP~NING SECNOm 47450.000 PROFILEz 2 CONVEYANCE CHANaE OUTSIDE ACCEPTABLE RANGE 'WARNING SECNO~ 47640.000 PROFILE~ I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 47640.000 PROFILE- 2 CONIFEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE %FARNING SECNO~ 47670.000 PROFILE~ I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 'WARNING SECNOm 47670.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 'WARNING SECNO= 48350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Albert H. Halff Associates, Inc. Engineers Scientists Planners Surveyors Dallas Fort Worth Arlington Chicago Jacksonville