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Grapevine Creek-SY 911007UFST F09 FINAL LE77ER OF MAP REVISION ON GRAPEVINE CREEK CITNWESrERN BOULEVARD TO IM 35 IN THE CITY OF C0 ELL, TEXAS OCT01WR 1"I At.»T K MAUW AMODGATES INC. 9616 NOWnnVM PLAZA DRIVE DALLAS, TzxAS 79225 i ALBERT H. HALFF ASSOCIATES, INC. ENGINEERS • SCIENTISTS • SURVEYORS �,.. . DALLAS • ARLINGTON • CHICAGO • FORT WORTH 8616 NORTHWEST PLAZA DRIVE . DALLAS, TEXAS 75225 2141739 -0094 . FAX 2141739 -0095 �.. M. Shohre Daneshmand, P.E. I City of Coppell P. O. Box 478 255 Parkway Boulevard Coppell, Texas 75019 October 7, 1991 AVO 10565 Re: Final Letter of Map Revision for Improvements to Grapevine Creek -- Southwestern Boulevard to IH -635 Dear Shohre: Please find enclosed the report entitled "Request for Final Letter of Map Revision on Grapevine Creek Southwestern Boulevard to IH -635 in the City of Coppell, Texas ". This report fulfills the requirements for issuance of a Final Letter of Map Revision by the Federal Emergency Management Agency. A copy of the record drawings for the drop are included with this submittal and should be forwarded to FEMA. A draft cover letter for this submission is included in the report. In addition to requesting the Final LOMR, I have also added a request that this revision be included in the current FIS update. This request is included on page 5 of the report and you may want to add it to your submittal letter. Please feel free to call if you have any questions. Yours Very Truly, j � G I an Hansen, P.E. /sn .. Enclosure I cc: Mr. Weldon Davis, Catellus Development E r r .. TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT SURVEYING • GLOBAL POSITIONING SYSTEM (G.P.S.) LANDSCAPE ARCHITECTURE MUNICIPAL • ENVIRONMENTAL • STRUCTURAL • REMOTE SENSING AND MAPPING PLANNING October 7, 1991 AVO 10565SS Federal Emergency Management Agency 1725 I. Street N. Washington, D.C. 20472 Attn: Mr. Matt Miller Re: Request for Final Letter of Map Revision on Grapevine Creek, Southwestern Boulevard to IH -635 in Coppell, Texas Dear Mr. Miller. Please find, enclosed a technical report on recently constructed and existing 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., reflects existing and "as built" channel and overbank conditions including a drop structure downstream of IH -635. Included in the report are the HEC -2 computer printouts, flood plain and floodway maps, and other data required for a Final Letter of Map Revision. All hydraulic analyses utilize the F.I.S. update models prepared by Kimley -Horne and Associates, 1990. The Conditional Letter of Map Revision (LOMR) for these improvements is dated August 18, 1987, Case No. 86- 06 -47R. This report requests a revision to the effective Flood Insurance Study (FIS) and Flood Insurance Rate Map (FIRM) for these completed improvements. Another Conditional LOMR (Case No. 91- 06 -21R) for improvements to the Southwestern Boulevard Bridge and a railroad spur also exists in this reach. These proposed bridge improvements were coordinated with this final submittal when the request for the conditional letter was submitted. If you have any technical questions on this report, please contact Ms. Jean Hansen, A.H. Halff Associates, Inc. (214/739 - 0094). Any administrative questions should be directed to Ms. Shohre Daneshmand at the City of Coppell (214/393 - 1016). Thank you for your consideration of this request. Yours Very Truly, Enclosure City of Coppell M. Shohre Daneshmand, P.E. cc: Ms. Jean Hansen, Albert H. Halff Associates, Inc. r- TABLE OF CONTENTS ^ I . PURPOSE .................... ............................... 1 II. PROCEDURES ................. ............................... 1 M. DESCRIPTION OF IMPROVEMENTS ............................... 3 IV. RESULTS .................... ............................... 4 V. CONCLUSIONS ................ ............................... 6 LIST OF TABLES Table 1 Description of Improvements .. ............................... 3 Table 2 Drop Structure Final Design Changes ........................... 4 Table 3 Comparison of August 1978 FIS and May 1990 FIS update .... ............................... 4 Table 4 Comparison of F.I.S. and Improved Flood Plain Conditions - ............................. 6 Table 5 Floodway Comparison ....... ............................... 7 LIST OF FIGURES Figure 1 Vicinity Map Figure 2 IH -635 Bridge Cross Section from F.I.S. update Figure 3 Modified IH -635 Bridge Cross Section Figure 4 Water Surface Profiles with Improvements Figure 5 Flood Plain and Floodway Figure 6 Record Drawings - Drop Structure APPENDICES Appendix A Conditional Letter of Map Revision, Case No. 86- 06 -47R Appendix B F.I.S. - Flood Plain 1HEC -2 model Appendix C F.I.S. - Floodway HEC -2 model Appendix D Revised Base - Flood Plain HEC -2 model Appendix E Revised Base - Floodway HEC -2 model Appendix F Improved Conditions Flood Plain HEC -2 model Appendix G Improved Conditions Floodway HEC -2 model .- REQUEST FOR FINAL LETTER OF MAP REVISION Grapevine Creek Southwestern Boulevard to IH -635 I. PURPOSE This study on Grapevine Creek in Coppell, Texas was undertaken to provide the necessary technical data for issuance of a FEMA Final Letter of Map Revision (LOMR). Grapevine Creek is a tributary of the Elm Fork of the Trinity River. The creek enters the City of Coppell from the south at IH -635 W Freeway ) and flows in an easterly direction for 6.0 miles to it's confluence with the Elm 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 (Appendix A). This study incorporates this hydraulic analysis with the 1990 Flood Insurance Study (FIS) update model and "as built" conditions of the drop structure. IL 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. 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 six computer models were utilized and printouts from each are included in the Appendices of this report. 1. F.I.S. Existing 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. .- REQUEST FOR FINAL LOMB (cont.) 3. Revised Existing Conditions Model (Appendix D) - This is the F.I.S. existing conditions model (No.l), modified as follows: a. Cross sections 383 +80 through 386 +70, the IH -635 bridge sections, have 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 suggest 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 doss 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 flow 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 I11-635 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. Improved Conditions Model (Appendix F) - 10 -, 50 -, 100 -, and 500 -year floods - This is the existing conditions model modified to reflect the existing improvements, as approved in the Conditional Letter Case No. 86- ,_ 06 -47R. The water surface profile for this run is displayed on Figure 4. 6. Improved Conditions Floodway Model (Appendix G) - This is the floodway model modified to reflect improvements, as discussed in Number 5. 0a REQUEST FOR FINAL LOMR (cont.) M. DESCRIPTION OF IMPROVEMENTS The improvements to Grapevine Creek in Coppell, Texas consist of a 200 foot bottom width channel, Freeport Parkway and a drop structure approximately 150 feet downstream of the face of the IH -635 bridge structure. Table 1 gives a detailed reach by reach description of these improvements. Cross sections 31750 through 35970 including the Freeport Parkway crossing were surveyed by Albert H. Halff Associates, Inc. Table 1 Description of Improvements Reach Improvements 31750 to 35450 Existing Earthen Channel, 200 -foot bottom width 35450 to 35750 Existing Freeport Parkway Bridge 35750 to 35970 Existing Earthen Channel, 200 -foot bottom width 35970 to 36360 Transition to 120 -foot bottom width earthen channel 36360 to 38220` Transition to 100 -foot bottom width channel, rock riprap erosion protection 38260 to 38360 Begin Reinforced Concrete Drop Structure 38235 to 38315 End Concrete Drop Structure, provide erosion protection upstream with rip -rap, end improvements. Section Labels Transition to FIS stationing. Station equation 36400= 38220. The channelization and the Freeport Parkway bridge were built in the early '80's by Southwestern Town Lot Corporation. A "Belief Letter" or "LOMR" were not obtained at that time. 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. The drop structure was completed in September 1991. Existing field conditions and right -of -way conflicts necessitated several minor changes in the final design of this drop structure. These changes are summarized in Table 2 and are included in the hydraulic model of improved conditions contained in this report. A set of record drawings reflecting the "as built" condition_ of the new channel transition and drop structure are included with this submittal. r REQUEST FOR FINAL LOMR (cont.) _ Table 2 Drop Structure Final Design Changes Comparison to Conditional LOMR Reach Improvements 35970 to 36360 Earthen channel bottom width changed from 70 -foot to 120- " foot to provide a better transition from the 200 -foot bottom width channel; Channel section modified to include a pilot channel for low flows to match with existing conditions in the previously channelized portion of the creek. 36360 to 38220 Transition to 100 -foot wide drop structure with rock riprap erosion protection. 38220 to 38235 Concrete drop structure moved 125 feet downstream to coordinate with the Texas Highway Department right -of- way at IH -635; Top of the drop structure lowered 0.80' to match existing grades under IH -635. This report requests issuance of a Final Letter of Map Revision for the completed channelization, Freeport Parkway bridge and drop structure. _ IV. RESULTS Tables 4 and 5 show the results of the 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 improved channel 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., which was utilized in the preparation of the Conditional LOMR (No. 86- 06 -47R), as shown in Table 3. Table 3 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 4 REQUEST FOR FINAL LOMR (cont.) Since this is not a significant change in existing conditions, the existing "Belief Letter" would still be valid. However, this study is based on the May 1990 F.I.S. update and incorporates all existing and recently constructed improvements. A Final Letter of Map Revision is requested. In addition, it is requested that these improvements be included in the FIS update and Flood Insurance Rate Maps currently being finalized by the Federal Emergency Management Agency. This reach of Grapevine Creek is in a rapidly developing commercial area of Coppell and has been channelized for approximately 10 years. The City of Coppell feels that since this drop structure has finally been constructed it would be extremely advantageous to all concerned if the new mapping reflected the current conditions of this reach of Grapevine Creek. The improved conditions flood plain/floodway is shown on Figure 5. There are also additional improvements proposed within the reach of this project from Southwestern Boulevard to Freeport Parkway. These improvements include a proposed new bridge at Southwestern and a proposed railroad spur. A Conditional LOMR (Case No. 91-06- ^ 21R) was issued for these proposed improvements in August of 1991. The hydraulic modelling in that report entitled "Flood Plain Study on Grapevine Creek, Southwestern Boulevard to IH -635 for the City of Coppell, Texas" included the channelization and drop structure. Therefore, this Final Letter of Map Revision and the proposed improvements outlined in the Conditional LOMR (Case No. 91- 06 -21R) are fully consistent. V. CONCLUSIONS The completed channel improvements and drop structure do not cause any increases in computed water surface elevations, nor do they cause erosive velocities within the channel. The drop structure between Freeport Parkway and IH -635 was required to control unstable channel conditions within this reach. As can be seen from the hydraulic modelling in this report, the high velocities are confined to the immediate area of the structure. Rip -rap erosion protection is also provided upstream and downstream of this drop structure. Overall this project meets the requirements for issuance of a FEMA Letter of Map Revision, also satisfying the criteria specified in the City of Coppell Flood Plain Ordinance. This revision reflects a decrease in the Base (100 -year) Flood Elevation (BFE's) and would modify the 100 -year flood plain and floodway boundaries, as indicated by the submitted technical data and shown on Figure 5. 5 Mq\ -jii4wl COMPARISON OF FIS AND IMPROVED FLOOD PLAIN CONDITIONS GRAPEVINE CREEK, 100 -YEAR FLOOD P- II C.O.E./ I A.H.H. I 1 I I I 100 YR I II K.H.A. I IVELOCITY II I IDISCHARGEI II X-SECT I II I X -SECT ------------ I DESCRIPTION I I ----- (cfs) II 30250 I 30250 -------- -------- - ---- I I I - - - - - I 10500 II 31310 1 31310 I I 10500 I II 31480 I 31480 ISOUTHWESTERN BLVD. I 10500 I II 31500 I 31500 I I 10500 II 31550 I 31550 I I 10500 I II 1 31750 (BEGIN EARTHEN CHANNEL I 10500 I II I 32740 I I 10500 I II 1 34045 I I 10500 I II I 34330 I I 10500 II 34730 I II 513.73 I I 10500 I II I 34870 I I 10500 i II I 35450 1D.S. FACE FREEPORT I 10500 I II I 35570 IU.S. FACE FREEPORT I 10500 I II 37100 ( II 520.72 I I 11200 I II I 35770 I I 11200 I II I 35970 (BEGIN TRANSITION I 11200 I II 1 36070 1 1 11200 I II I 36360 IBEGIN ROCK RIPRAP I 11200 I II 38200 I II 522.55 I 1 11200 I II I 38220 IBEGIN CONCRETE LINING I I II 1 38232 (BOTTOM DROP STRUCTURE 1 11200 I II 1 38235 ITOP DROP S., END CONCRETE 1 11200 I II 1 38255 IBEGIN ROCK RIPRAP 1 11200 I II 1 38315 ICOPPELL LIMITS, END RIPRAPI 11200 1 I1 38380 I 38380 ID.S. W. IB635 I 11200 II 38420 1 38420 IU.S. W. IS-635 1 11200 I II 38500 I 38500 (BETWEEN BRIDGES I 11200 I II 38580 I 38580 ID.S. E. IH -635 I 11200 II 38620 ( 38620 [U.S. E. IH -635 I 11200 I II 38670 I 38670 150 U.S. OF IH -635 1 11200 1 II 39720 I 39720 I I 11200 I II 41180 I 41180 I I 7900 11 41950 1 41950 1100• D.S. RADIO RD. 1 7900 1 II 42050 I 42050 ID.S. FACE RADIO RD. I 7900 II 42090 I 42090 IU.S. FACE RADIO RD. I 7900 1 II 42170 I 42170 I I 7900 I II 44200 I 44200 I ( 7900 I II 45820 I 45820 I I 7900 I1 47450 1 47450 I ( 7.900 I i1 47540 I 47540 1 I 7900 I II 47640 I 47640 ID.S. FACE COUNTY LINE RD. I 7900 I II 47670 I 47670 IU.S. FACE COUNTY LINE RD. I 7900 I II 47720 I 47720 I - I 7900 I COE /KHA EXISTING 'SGREX' I CHANNEL WSEL (VELOCITY (ft) I (fps) 504.02 I 8.19 506.15 I 7.34 506.44 1 8.07 506.60 i 8.07 507.48 6.31 513.73 I 11.02 I I I 520.72 1 7.90 I 522.57 1 4.63 I I I 522.54 I 8.87 522.57 I 9.58 522.63 i 3.39 522.59 I 3.65 522.65 I 3.67 522.67 1 3.72 523.98 I 15.13 528.83 I 3.66 529.69 I 8.94 531.11 I 9.53 535.42 I 1.75 535.43 I 1.34 535.58 I 2.83 538.28 I 11.37 543.64 I 5.90 543.70 I 5.54 543.98 I 3.77 548.59 I 1.00 548.59 I 1.06 REVISED BASE 111MPROVED CONDITIONS(( 'SGREXI' 11 'SGRACTS' 11 I CHANNEL " ' CHANNEL II II WSEL IVELOCITY II WSEL IVLOCITY II II (ft) I (fps) II (ft) I (f II II 504.02 I 8.19 II 504.02 I 8.19 II II 506.15 I 7.34 II 506.15 I 7.34 II II 506.44 I 8.07 II 506.44 ( 8.07 II II 506.60 I 8.07 II 506.60 I 8.07 II II 507.48 I 6.31 II 507.48 I 6.31 II II I II 507.79 i 3.56 II II I II 508.26 I 3.86 II II I II 509.11 i 4.10 II II I II 509.30 ( 5.27 II II 513.73 I 11.02 II I II II I II 510.28 I 5.76 II II I II 511.53 I 5.80 II II I II 511.81 I 5.60 II II 520.72 I 7.90 II I II II I II 512.10 I 7.50 II II ( II 512.90 I 5.32 II II ( II 512.92 I 7.64 II II ( II 513.59 I 7.56 II II 522.55 ( 4.61 II I II II I II 512.84 I 12.65 II II I II 512.87 I 12.63 II II I II 517.79 I 15.29 II II I II 520.97 I 8.90 II II I II 521.96 I 5.78 II II 522.38 I 6.17 II 521.84 I 6.71 II II 522.41 I 6.23 II 521.88 I 6.77 II II 522.58 I 6.35 II 522.11 I 6.85 II II 522.74 I 6.60 II 522.32 I 7.05 II II 522.79 I 6.65 II 522.38 I 7.11 II II 522.99 1 7.35 II 522.63 1 7.73 11 II 526.06 I 7.61 II 526.04 ( 7.67 II II 528.68 I 3.87 II 528.68 ( 3.87 II II 529.66 I 9.04 II 529.67 I 9.02 II II 531.09 I 9.62 II 531.07 ( 9.74 II II 535.41 I 1.76 II 535.39 I 1.76 II II 535.42 I 1.34 II 535.41 I 1.35 II II 535.57 I 2.84 II 535.56 I 2.85 II II 538.29 I 11.32 II 538.25 i 11.55 II II 543.63 I 5.91 II 543.64 I 5.86 II II 543.69 I 5.55 II 543.70 ( 5.52 II II 543.98 I 3.78 II 543.98 I 3.77 II II 548.59 I 1.00 II 548.59 I 1.00 II II 548.59 I 1.06 II 548.59 I 1.06 II 0- TABLE 5 FLOODWAY COMPARISON - GRAPEVINE CREEK ICOE /KHA REVISED BASE II IMPROVED CONDITIONS 1 I 'SGRENCI' II 'SGRENC2B' 1 - --- ------ -- ----- - - - --- I 1----------------- - - - - - -1 IFLOODWAYI II IFLOODWAYI I WSEL I WSEL IDIFF.11 WSEL I WSEL IDIFF.1 1 (ft) I (ft) I(ft) II (ft) I (ft) I(ft) I 1 504.0 1 504.4 1 0.4 II 504.0 1 504.4 1 0.4 1 1 506.2 1 506.6 1 0.4 II 506.2 1 506.6 1 0.4 1 1 506.4 1 506.9 1 0.5 II 506.4 1 506.9 1 0.5 1 1 506.6 1 507.1 1 0.5 II 506.6 I 507.1 10.5 1 1 507.5 1 507.9 1 0.4 II 507.5 1 508.0 1 0.5 1 I ( II 507.8 i 508.2 1 0.4 1 I I II 508.3 I 508.7 1 0.4 1 I I II 509.1 i 509.4 1 0.3 1 II 509.3 I 509.6 1 0.3 1 1 513.7 I 514.2 1 0.5 II I I II 510.3 1 510.5 1 0.2 1 II 511.5 1 511.6 1 0.1 1 I ( I II 511.8 1 511.9 10.1 I I 520.7 I 520.9 1 0.2 II I I I II 512.1 I 512.2 1 0.1 I I I I II 513.0 I 513.0 ( 0.0 I II 512.9 I 513.0 1 0.1 1 II 513.6 1 513.6 1 0.0 1 1 522.6 1 522.5 1 -0.1 II I I I II 512.8 1 512.9 1 0.1 I I I II 512.9 I 512.9 1 0.0 I II 517.8 I 517.8 1 0.0 1 II 521.0 1 521.0 1 0.0 I I II 522.0 1 522.0 10.0 1 1 522.4 1 523.2 1 0.8 1I 521.8 1 521.8 1 0.0 I 1 522.4 1 523.2 1 0.8 II 521.9 1 521.9 1 0.0 I 522.6 1 523.2 1 0.6 II 522.1 1 522.1 1 0.0 1 I 522.8 I 523.3 10.5 II 522.3 I 522.3 10.0 1 522.8 I 523.3 1 0.5 II 522.4 1 522.4 10.0 1 523.0 I 523.3 10.3 11 522.6 I 522.6 1 0.0 1 1 526.1 1 523.8 1 -2.3 11 526.0 1 526.1 1 0.1 1 1 528.7 1 527.6 1 -1.1 II 528.7 ' 529.3 ' 0.6 1 529.7 1 529.9 1 0.2 11 529.7 1 530.3 1 0.6 1 1 531.1 I 531.0 1 -0.1 11 531.1 1 531.0 1 -0.1 1 I 535.4 I 535.3 1 -0.1 11 535.4 1 535.2 1 -0.2 1 1 •535.4 I 535.4 1 0.0 11 535.4 1 535.4 1 0.0 1 1 535.6 1 535.8 1 0.2 11 535.6 1 535.7 1 0.1 1 I 538.3 1 538.8 1 0.5 II 538.3 I 538.8 10.5 1 I 543.6 1 544.2 1 0.6 II 543.6 1 544.2 1 0.6 1 1 543.7 1 544.3 1 0.6 11 543.7 1 544.3 1 0.6 1 1 544.0 1 544.9 10.9 11 544.0 I 544.9 10.9 1 I 548.6 1 548.9 10.3 11 548.6 1 548.9 10.3 I 1 548.6 I 548.9 ( 0.3 11 548.6 I 548.9 10.3 I COE /KHA EXISTING 'SGRENC' I 11C.0.8. /IA.H.H. I 1 100 YR 1 ----------------------- 100 YR IFLOODWAYI IIK.H.A. I I IDISCHARGI WSEL I WSEL 1DIF7.I IIX -SECT II- -- -- - -I IX -SECT I DESCRIPTION I - - - - - -- I---- ----- ------ (cfa) I (ft) I (ft) I(ft) I II 30250 1 30250 ----- --- -- 1-- 1 1 -- - - -- I 10500 1 -------- 1--- 504.0 ( -- - -- 504.4 I -- - -- 1 0.4 I II 31310 1 31310 I 1 10500 I 506.2 I 506.6 i 0.4 I II 31480 1 31480 (SOUTHWESTERN BLVD. 1 10500 I 506.4 1 506.9 10.5 I II 31500 1 31500 I 1 10500 1 506.6 1 507.1 10.5 I II 31550 1 31550 I 1 10500 1 507.5 I 507.9 10.4 I II ( 31750 (BEGIN EARTHEN CHANNEL 1 10500 I I I I II 1 32740 I I 10500 I I I II 1 34045 I I 10500 I I I I II ( 34330 I I 10500 I I I I II 34730 1 ( i 10500 1 513.7 I 514.2 1 0.5 1 II 1 34870 I I 10500 II 1 35450 ID.S. FACE FREEPORT 1 10500 I I I I II 1 35570 1U.S. FACE FREEPORT I 10500 I I I I II 37.100 I I 1 11200 1 520.7 I 520.9 1 0.2 I II 1 35770 I I 11200 I I I I II 1 35970 IBEGIN TRANSITION I 11200 I I I I II 1 36070 I I 11200 I I I I II 1 36360 IBEGIN ROCK RIPRAP I 11200 I I I I II 38200 1 I 1 11200 1 522.6 I 522.5 1 -0.1 1 II 1 38220 IBEGIN CONCRETE LINING I I I I I II 1 38232 IBOTTOM DROP STRUCTURE 1 11200 I I I I II 1 38235 ITOP DROP S., END CONCRETEI 11200 I ( I I II 1 38255 IBEGIN ROCK RIPRAP 1 11200 I I I I II 1 38315 ICOPPELL LIMIT, END RIPRAPI 11200 I I I I II 38380 1 38380 ID.S. W. IH635 I 11200 I 522.5 1 523.2 1 0.7 I II 38420 1 38420 IU.S. W. IH635 1 11200 I 522.6 I 523.3 1 0.7 I II 38500 1 38500 IBETWEEN BRIDGES 1 11200 I 522.6 I 523.3 10.7 1 II 38580 1 38580 ID.S. E. IH635 1 11200 1 522.6 I 523.3 10.7 1 II 38620 1 38620 1U-S. E. IH635 1 11200 I 522.7 1 523.3 1 0.6 1 II 38670 1 38670 150• U.S. OF IH635 1 11200 1 522.7 I 523.3 10.6 1 1I 39720 1 39720 1 1 11200 ( 524.0 1 523.3 1 -0.7 1 II 41180 1 41180 I 1 7900 1 528.8 1 527.6 1 -1.2 1 11 41950 i 41950 1100• D.S. RADIO RD. 1 7900 1 529.7 1 529.9 1 0.2 1 II 42050 1 42050 ID.S. FACE RADIO RD. 1 7900 1 531.1 1 531.0 1 -0.1 1 II 42090 1 42090 1U.S. FACE RADIO RD. 1 7900 1 535.4 1 535.2 1 -0.2 1 II 42170 1 42170 I I 7900 1 535.4 1 535.3 1 -0.1 1 II 44200 1 44200 1 1 7900 1 535.6 I 535.8 10.2 1 II 45820 1 45820 I I 7900 I 538.3 1 538.8 1 0.5 1 II 47450 1 47450 I I 7900 1 543.6 1 544.2 1 0.6 II 47540 1 47540 I I 7900 I 543.7 1 544.3 1 0.6 II 47640 1 47640 ID.S. FACE COUNTY LINE RD.1 7900 I 544.0 1 544.9 1 0.9 1 II 47670 1 47670 IU.S. FACE COUNTY LINE RD.1 7900 1 548.6 1 548.9 1 0.3 I 11 47720 1 47720 1 1 7900 1 548.6 I 548.9 1 0.3 1 ICOE /KHA REVISED BASE II IMPROVED CONDITIONS 1 I 'SGRENCI' II 'SGRENC2B' 1 - --- ------ -- ----- - - - --- I 1----------------- - - - - - -1 IFLOODWAYI II IFLOODWAYI I WSEL I WSEL IDIFF.11 WSEL I WSEL IDIFF.1 1 (ft) I (ft) I(ft) II (ft) I (ft) I(ft) I 1 504.0 1 504.4 1 0.4 II 504.0 1 504.4 1 0.4 1 1 506.2 1 506.6 1 0.4 II 506.2 1 506.6 1 0.4 1 1 506.4 1 506.9 1 0.5 II 506.4 1 506.9 1 0.5 1 1 506.6 1 507.1 1 0.5 II 506.6 I 507.1 10.5 1 1 507.5 1 507.9 1 0.4 II 507.5 1 508.0 1 0.5 1 I ( II 507.8 i 508.2 1 0.4 1 I I II 508.3 I 508.7 1 0.4 1 I I II 509.1 i 509.4 1 0.3 1 II 509.3 I 509.6 1 0.3 1 1 513.7 I 514.2 1 0.5 II I I II 510.3 1 510.5 1 0.2 1 II 511.5 1 511.6 1 0.1 1 I ( I II 511.8 1 511.9 10.1 I I 520.7 I 520.9 1 0.2 II I I I II 512.1 I 512.2 1 0.1 I I I I II 513.0 I 513.0 ( 0.0 I II 512.9 I 513.0 1 0.1 1 II 513.6 1 513.6 1 0.0 1 1 522.6 1 522.5 1 -0.1 II I I I II 512.8 1 512.9 1 0.1 I I I II 512.9 I 512.9 1 0.0 I II 517.8 I 517.8 1 0.0 1 II 521.0 1 521.0 1 0.0 I I II 522.0 1 522.0 10.0 1 1 522.4 1 523.2 1 0.8 1I 521.8 1 521.8 1 0.0 I 1 522.4 1 523.2 1 0.8 II 521.9 1 521.9 1 0.0 I 522.6 1 523.2 1 0.6 II 522.1 1 522.1 1 0.0 1 I 522.8 I 523.3 10.5 II 522.3 I 522.3 10.0 1 522.8 I 523.3 1 0.5 II 522.4 1 522.4 10.0 1 523.0 I 523.3 10.3 11 522.6 I 522.6 1 0.0 1 1 526.1 1 523.8 1 -2.3 11 526.0 1 526.1 1 0.1 1 1 528.7 1 527.6 1 -1.1 II 528.7 ' 529.3 ' 0.6 1 529.7 1 529.9 1 0.2 11 529.7 1 530.3 1 0.6 1 1 531.1 I 531.0 1 -0.1 11 531.1 1 531.0 1 -0.1 1 I 535.4 I 535.3 1 -0.1 11 535.4 1 535.2 1 -0.2 1 1 •535.4 I 535.4 1 0.0 11 535.4 1 535.4 1 0.0 1 1 535.6 1 535.8 1 0.2 11 535.6 1 535.7 1 0.1 1 I 538.3 1 538.8 1 0.5 II 538.3 I 538.8 10.5 1 I 543.6 1 544.2 1 0.6 II 543.6 1 544.2 1 0.6 1 1 543.7 1 544.3 1 0.6 11 543.7 1 544.3 1 0.6 1 1 544.0 1 544.9 10.9 11 544.0 I 544.9 10.9 1 I 548.6 1 548.9 10.3 11 548.6 1 548.9 10.3 I 1 548.6 I 548.9 ( 0.3 11 548.6 I 548.9 10.3 I Q O �P r F- - W � W Z r ❑ Q cc J r - r r . J r a r . - r UBY ROAD Z z ��,♦ o � i d6� �° BET R A Z c ¢ o PROJECT o w SITE C • cc , �✓,� — — Q O D F W AIRPORT W Z. N FIGURE 1 VICINITY MAP oA W 0 +200 2 +00 3600 A � SCALE M FEET •• C / �� OMIT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ` i JIAIIUNS,ALSU LtJLAI IUN 1 i J ' FOR X3 CARD. Ln .0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 4000.0 4500.0 5000.0 5500.0 SECTION 38420. CORPS OF ENGINEERS 580 570 560 o 550 a J W gas 530 520 510 -1 000 9-•25 -1990 1 1 1 1 1 1 1 1 1 l 1 1 1 SFCTTn �ARPD „ 0 1000 2000 3000 4000 5000 _ 6000 7000 80t R ATTm .015 04 0 015 U.S. F FACE OF E E. BOUND I I.H. 635 \ ARTIFICIAL L LEVEES ( 3 3 CARD) O O PREVEN \ O OVER BANK F FLOW BELOW T TOP F F ROAD OUTSIDE R RIDGE OP N NING i 516.30 L LEFT B BANK STAT O ONS MOVE 516.30 R RIGHT 512.30 E ELMIN R ATTm 560 ALBERT H. HALFF & ASSOCIATES 470 27000 28000 29000 30000 31000 32000 33000 34000 35000 DISTANCE IN FEET 550 540 0 0 530 LLI Lli LL 520 0 510 LLJ LLJ Aol I$] 490 480 1 470 36000 37000 38000 39000 DALLAS 560 � I GRAPEVINE CREEK — CITY OF COPPELL 10, 50, 100, AND 500 YR. EVENTS IMPROVED CONDITIONS PROFILE 25 SEPTEMBER 1991 -- A. H. HALFF ASSOC. SGRACTB.DAT COMPUTED WATER SURFACE PROFILES FIGURE 4 w i ( i 0- cl :D F- C) L 0 > F- Cc CE 0 F- Cc z w w cl 0- 0 cl w U) W LL cc 0 Lo I 1 + rz T- F- U) D i 0 + Lr)4�-L + � 0 U) 10 1.0 i cu � 0 7 o + + + M m T 1500 YR. WS FL 2L m 0 :L 1 100 YR. WSFL + + Lo 50 YR. W SEL 0 m cu 10 YR. WS E— ► FLOW LINE it i I j � i i 28000 29000 30000 31000 32000 33000 34000 35000 DISTANCE IN FEET 550 540 0 0 530 LLI Lli LL 520 0 510 LLJ LLJ Aol I$] 490 480 1 470 36000 37000 38000 39000 DALLAS 560 � I GRAPEVINE CREEK — CITY OF COPPELL 10, 50, 100, AND 500 YR. EVENTS IMPROVED CONDITIONS PROFILE 25 SEPTEMBER 1991 -- A. H. HALFF ASSOC. SGRACTB.DAT COMPUTED WATER SURFACE PROFILES FIGURE 4 i .,_, -.,... .,,xar:u: <. �. , . ,. , :.e..x a.::a..>....a. ... mrv;u�.,.•ar.1 »- ,. >......_. �:.�..,. an........_>,.... .� ;n.�. s..., s.. .:re*.c:.:'vuxu...w..c A ...a.rwa .az - ors .. The Contractor shall contact the following utility companies 48 hours . nor to co tru g tY P P to verify utility locations. x ' T.U. Electric - Glen Fabian 3 1 � �� , / 1` r ,' f l ,` L a\ INSTALL 1400 C Y G.T.E. - Jerry Davis 34 -2724 - Lone Star Gas - 2t 3- 3444 1 KROCK RIPRAP S�" X 2 THICK t Paragon Cable -Rene Hollis 2�9 -15Q0 ` 5� 20 1 < 1 f p F _ Y �. r , z \ - - ----- _ F \ W - _ 34 N O 0 F G P � f � / ' 1 . 37 . , r , D 4 , _.4 r 600 o A _ {46.56. T s 48 287,48 . _ .. / _ L NE t, -O Q �A / r' �, � , ti vM G E v z _ _ .e r ti TRANSITION 0) 45, TO EX CHANNEL SECTION EX h� a. , t 1 � \ CAU TION!!! IN BILLB WITH ELECCTRICSERVIC 52O r-, TO WORK POINT MATCH LINE A -A GENERAL NOTES 1) ALL CONCRETE FOR STRUCTURES SHALL BE CLASS "C" i'c = 4000 P.s.i. 2) ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. 3) CHAMFER ALL EXPOSED EDGES 3/4" EXCEPT AS NOTED. 4) CONCRETE FOR UPSTREAM CUT -OFF WALLS SHALL BE PLACED AGAINST UNWEATHERED SHALE VERTICAL SURFACES (NOT FORMED). 5) EMBEDDMENTS AND REINFORCEMENT LAP SPLICES SHALL CONFORM TO ACI MANUAL CLASS B SPLICES EXCEPT AS NOTED. 6) COVER FOR MAIN REINFORCEMENT SHALL BE 2 INCHES EXCEPT FOR REINFORCEMENT IN CONCRETE CAST DIRECTLY IN CONTACT WITH SOIL WI ICH SHALL BE 3 INCHES. 7) SURFACE FINISH SHALL COMPLY WITH TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION SPECIFICATIONS ITEM 427, SURFACE FINISH CONCRETE, DATED 1982, ROUGH SANDBLAST FINISH - THE EXPOSED SURFACES OF 11) ALL RETAINING WALLS, THE DOWNSTREAM FACE OF TIIE WEIR, THE WEIR CREST SHALL RECEIVE THIS FINISH. THE DEPTH OF FINISH SHALL BE 1/4" TO 1/2 ". THE CONTRACTOR SHALL PREPARE SAMPLE PANELS FOR APPROVAL OF THE FINISH. THE REMAINDER OF SURFACES SHALL RECEIVE ORDINARY SURFACE FINISH. 8) TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC OF SYMMETRY TRANSPORTATION "1982 STANDARD SPECIFICATION FOR 0 N 0 0 o 4 Z Z V Q FLOW OVERFLOW WEIR HALF PLAN SCALE :3/8" = l' -0" s "v��gFLt7'M� y 0 — — — — --1– N RECORD Z: A\10. 10505 CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGES" SHALL GOVERN FOR THE CONSTRUCTION OF TIIE WEIR. 9) THE DEPTH OF THE CUTOFF WALLS ARE ONLY AN ESTIMATE. THE ACTUAL DEPTH MUST BE DETERMINED BY FIELD CONDITIONS AND THEY SHALL EXTEND A MINIMUM OF 2 FEET INTO UNWEATHERED SHALE. MATERIAL QUANTITIES USED WILL BE ADJUSTED ON A UNIT COST BASIS. 10) ALL BACKFILL MATERIAL WITHIN 5 FEET OF THE WALLS SMALL BE NATIVE OR IMPORTED CLAY WITH A PLASTICITY INDEX BETWEEN 12 AND 25 EXCEPT THAT THE UPSTREAM WINGWALLS MAY BE BACKFILLED WITH NATIVE MATERIALS WITH A P.I. AS HIGH AS 35 -40. ALL BACKFILL SHALL BE COMPACTED ACCORDIN=G TO THE SPECIFICATIONS. SAMPLES SHALL BE PROVIDED TO THE OWNER'S TESTING LABORATORY AND BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. NO ROCK OR GRANULAR MATERIAL SHALL BE USED FOR BACKFILL. 11) ABBREVIATIONS: F.F. DENOTES FAR FACE N.F. DENOTES NEAR FACE E.F. DENOTES EACH FACE O.C. DENOTED ON CENTERS A N0 1 P alirl C A7 10rV, 0 o 4 Z Z V Q FLOW OVERFLOW WEIR HALF PLAN SCALE :3/8" = l' -0" s "v��gFLt7'M� y 0 — — — — --1– N RECORD Z: A\10. 10505 APPENDICES APPENDIX A CONDITIONAL LETTER OF MAP REVISION CASE NO. 86- 06 -47R AUGUST 20, 1987 C 3 Federal Emergency Management Agency Washington, D.C. 20472 The Honorable Lou Duggan Case #86- 06 -47R •- Mayor of the City . of Coppell P.O. Box 478 Coppell, Texas • j n 1 Dear Mayor Duggan: This is in reference to a letter dated May 29, 1986, and technical data submitted by Mr. Ed Powell, P.E., former City Engineer for the City of Coppell, Texas. In his letter, which was forwarded to us by our Region VI office, Mr. Powell requested that the Federal Emergency Management Agency (FEMA) issue a conditional Letter of Map Revision for a proposed channel modification and bridge construction project along Grapevine Creek between Coppell Road and Interstate Highway 635. This proposed project involves realignment of the Grapevine Creek channel including construction of a grass -lined channel with the base width varying from 70 to 200 feet, construction of a concrete drop structure downstream of Interstate Highway 635, and construction of a bridge at Freeport Parkway. Technical data submitted in support of this request included a report entitled "Conditional Letter of Map Revision Request for Grapevine Creek in Coppell, Texas," prepared by Albert H. Halff Associates, Inc. This report contained a description of methodologies used and hydraulic backwater models for existing and proposed conditions. Additional technical data were submitted on several occasions at our request; all required data to process this request were received by March 18, 1987. During the course of review, we were informed that the channel modification between Coppell Road and Freeport Parkway and the construction of the Freeport Parkway bridge were completed. Mr. B. Anatole Falagan of Albert H. Halff Associates, Inc., submitted hydraulic analyses, which reflected the completed portion of the project and requested that FEMA review these analyses and issue a Letter of Map Revision. In reviewing the analyses, we noted that excessive velocities exist in the earthen channel between the downstream end of the completed channel modifications and the Freeport Parkway bridge, which could result in severe erosion and undercutting of both the bridge structure and the modified channel during flooding events. FEMA will not perform a revision at this time to the effective Flood Insurance Study (PIS), Plood Boundary and Floodway Map.(FBFM), and Flood Insurance Rate Map (FIRM) for the City of Coppell to reflect the completed portion of the channel modification and bridge construction project due to the unstable conditions created by the partially completed project. Our regional office has been notified of the stability problem with the completed portion of the project, and will be contacting your community in an effort to resolve this problem. We have reviewed the data submitted for the entire channel modificat 6n�`an`d:. bridge construction project, and have determined that the project as a whole meets the minimum floodplain management criteria of the National Flood In- surance Program. The drop structure that is proposed between the completed channel modification and the Freeport Parkway bridge would appear to create stable channel conditions during flood events. If the entire project is completed "as proposed, a revision to the effective FIS, FBFM, and FIRM for the ItJ K 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 the 100 -year flood discharges computed in the effective FIS for the City of Coppell, and does not consider subsequent changes in watershed characteristics that 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 within 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 community. Upon completion of the entire project as proposed, your community may request a revision to the effective FIS, FBFM, and FIRM. The revision request should be submitted to our Region VI office and must include the data listed below: 1. "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 FIRM. _ ~ 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 3 superseded by more current and technically superior data and analyses. (FEMA approval should be obtained before deviating from the effective PIS parameters.) b. Since only a portion of the existing profiles is being revised, the upstream and downstream portions of the revised profiles should coincide with the effective PIS profiles, i.e., hydraulic calculations should be continued upstream and downstream of the revised area until water - surface elevations coincide with those in the effective PIS. 4. Two floodway hydraulic backwater models. The first should be a duplication of the original baseline model used in the effective PIS. This is required to ensure that the original data has been duplicated correctly. The second model should incorporate the completed project and include any other channel modifications or encroachment that have occurred in the 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 the 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 the original model describe those con - ditions. In addition, any improvements to the original modeling technique may be incorporated into this intermediate model. This model will then become the new baseline model and will be used to accurately measure the effects of the completed project. a. The methodology and parameters for the revised floodway should be consistent with the effective PIS, i.e., equal conveyance reduction to establish encroachment limits, unless changes as specified in item 3a have been approved by FEMA. b. Since only a portion of the floodway is being revised, it must tie into the effective PIS 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 the water - surface elevations of that flood by more than 1.0 foot over the original baseline model at any point. If additional cross sections have been incorporated, then revised floodway elevations also may not exceed base flood elevations calculated in the new baseline model by more than 1.0 foot. In all cases, the revised_.floodway elevations may not exceed revised base flood elevations by'more 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. 4 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 summary 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 PIS, FBFM and FIRM. Compliance with the criteria outlined in these documents will expedite FEMA's review process, thus allowing the effective FIS, FBFM, and FIRM 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 the Federal zmergency Management Agency in Denton, Texas, at (817) 898 -9127 or members of our Headquarters staff in Washington, D.C., at (202) 646 -2754. Sincerely, On L. � Mattic / 7 k Chief, Risk Studies Division Federal Insurance Administration Enclosures cc: Mr. B. Anatole Falagan Mr. Patrick Lee Acker, Albert H. Halff Associates, Inc. Ms. Shohre Daneshmand, Civil Engineer, City of Coppell APPENDIX B F.I.S. - FLOOD PLAIN HEC -2 MODEL • WATER SURFACE PROFILES • VERSION OF SEPTEMBER 1988 • ERROR: 01,02,03,04 ►� • UPDATED: JUNE 1990 • RUN DATE 26SEP90 TIME 14:46:47 X X 7DOOOOx XXXXX )DD000 X X X X X X X X X X X X 7444000[ 7004[ X )DD= 70004[ X X X X X X X X X X X X X 7000000[ 7004[)[ 7004000[ END OF BANNER 1 26SEP90 14:46 :47 BEC2 RELEAS DATED SEP 88 UPDATED JUN 1990 ERROR CORR - 01,02,03,04 MODIFICATION - PAGE 1 THIS RUN EXECUTED 26SEP90 14:46:47 T1 GRAPEVINE CREEK, COPPELL,DALLAS COUNTY,TEXAS T2 10 YEAR EXTENDED FLOOD INSURANCE STUDY SHORT VERSION T3 GRAPEVINE CREEK ( GREXIST) SGREX.DAT Ji ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 0 492.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 #*** * *f # * *RilflRlt *111ttRtRRR1t *R!! * U.S. ARMY CORPS OF ENGINEERS * THE HYDROLOGIC ENGINEERING CENTS * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 * # # * * #R *R * *f !!!R * * * * # # * *f RRlR!!R *!f 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 :SH CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH PIS * * * * * * ** STARTING WSEL FROM XIMLEY HORN PIS UPDATE MAY 1990 X1 27620 32 1926 1992 50 50 50 1.6 r� 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 1 ^ 26SEP90 14:46:47 PAGE 2 ^ X1 30189 42 2138 2263 59 59 59 OR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 OR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 _ GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 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 1 1 1 HT 2 2136 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 .- 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 1 BT 90.2 X1 30201 42 2138 2263 1 1 1 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 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 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 - 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 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 GR 495.2 1816 493.3 1826 506.1 1826 506.1 r- GR 488.7 1845 488.0 1849 491.1 1884 506.1 GR 491.1 1887 494.6 1889 505.6 1913 505.9 GR 511.1 2000 513.1 2100 514.9 2200 516.1 GR 517.1 2500 517.1 2600 516.8 2700 X1 31500 8.1 1586 20 20 20 X2 22 1586 1628 2000 2300 3180 1 ET GR 518.9 1000 519.2 1100 8.1 X1 31550 19 1863 1920 50 50 50 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1795 504.5 1797 1829 493.3 1829 1884 506.1 1887 1915 509.1 1915 2300 516.6 2400 1666 1920 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 RC .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 512.6 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 1 268EP90 14:46:47 PAGE 4 -- 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 GR 526 3650 530 4850 532 5500 ET 300.2 D.B. FACE OF W. BOUND I.H. 635 ,� XI 38380 15 2740 2784 180 180 180 .4 X3 10 80. 80. 514.4 514.4 X3 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. BT 3920. 7.5 512.2 512.2 U.S. 8.11 2630 2890 U.S. FACE OF W. BOUND I.H. 635 ^ X1 38620. 40. 40. X1 38420. X2 40. 40. 40. 532.8 0.1 X2 X3 1. 528.7 532.8 2630. 529.2 2890. 529.2 .�- X3 6. 2630. 529.2 2890. 529.2 1400. 539.5 BT BT 6. 559.5 300. 556.5 5500. 1400. 539.5 BT 3800. 529.2 4200. 529.2 5500. 534.3 26SEP90 14:46:47 NC 0.015 0.015 0.045 PAGE 5 VALLEY SECTION BETWEEN I.H. 635 BRIDGES X1 38500. 80. 80. 80. 0.3 X3 2630. 529.2 2890. 529.2 D.S. FACE OF B. BOUND I.H. 635 XS 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 B. BOUND I.H. 635 ^ X1 38620. 40. 40. 40. 0.1 X2 1. 528.7 532.8 X3 2630. 529.2 2890. 529.2 r- BT 6. 559.5 300. 556.5 1400. 539.5 BT 3800. 529.2 4200. 529.2 5500. 534.3 1 .- 26SEP90 14:46:47 PAGE 5 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. ' OR 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. OR 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. 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 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 1768 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 26SEP90 14:46:47 PAGE 6 r�- 528.8 1644 527.7 1700 526.8 1740 GR 533.2 532.5 2800 540.0 3800 550.0 4500 GR 531.8 2600 532.1 2700 524.9 1757 525.4 1768 531.9 532.0 2300 532.2 2400 GR 532.3 570.2 532.6 2100 532.5 _ ET 532.9 2800 533.3 2900 0 473.95 0 521.1 521.1 SB 1.05 2.268 -2.5 79 ,.. GR 533.5 3000 550.0 3500 U.S. FACE RADIO RD SECT 426 5100 7000 7900 9900 7500 40 40 40 QT X1 42090 1 527.1 529.7 630.2 630.2 ET X2 527.1 527 X3 10 529.7 528.6 1842 529.8 528.6 ^- X1 45820 BT 2 1763 1400 1000 1620 1300 538.6 1400 GR 541.7 1000 540.7 1100 539.6 1200 1010.2 1600 537.7 1700 ET 538.2 1500 538.8 1548 538'7 1562 537.8 2000 533.4 2094 PROFILE SECTION BB - SURVEY SECTION 27 538.2 1800 537.6 1900 538.2 2000 X1 42170 28 1791 1810 80 80 80 537.0 300 536.0 400 GR 540 p 539.0 100 538.0 200 528.6 1300 529.4 1400 GR 529.5 1000 529.4 1100 529.4 1200 524.5 1713 522.0 1791 ,.� GR 529.4 1500 529.7 1600 527'9 1700 522.5 1810 525.8 1900 GR 521.7 1797 520.7 1800 521.7 1808 530.2 2300 530.4 2500 528.2 2000 529.7 2100 529.8 2200 GR 2500 530.8 2600 540.0 3800 GR 530.6 580.2 ET PROFILE SECTION CC - SURVEY SECTION 28 44200 32 1740 1786 1800 1300 2030 750 542.0 800 X1 550.0 600 548.0 650 546.0 700 544.0 1300 533.8 1400 GR 535.2 1100 534.3 1200 534.1 GR 535.9 1000 r�- 528.8 1644 527.7 1700 526.8 1740 GR 533.2 1500 530.8 1600 1786 531.9 1800 532.2 1900 " GR 524.9 1757 525.4 1768 531.9 532.0 2300 532.2 2400 GR 532.3 2000 532.6 2100 532.5 2200 532.9 2800 533.3 2900 GR 531.8 2500 532.3 2600 532.5 2700 ,.. GR 533.5 3000 550.0 3500 5100 7000 7900 9900 7500 7900 QT 630.2 630.2 ET PROFILE SECTION DD - SURVEY SECTION 29 ^- X1 45820 26 2160 2187 1400 1000 1620 1300 538.6 1400 GR 541.7 1000 540.7 1100 539.6 1200 538.8 1600 537.7 1700 GR 538.2 1500 538.8 1548 538'7 1562 537.8 2000 533.4 2094 6R 538.2 1800 537.6 1900 538.2 2000 538.4 2187 533.7 2200 GR 533.0 2160 531.8 2182 531.8 2185 533.1 2600 539.2 2700 GR 537.2 2300 537.3 2400 537.5 2500 538.6 GR 540.0 2800 1 GR 26SEP90 14:46:47 541.3 1200 541.2 OR 541.8 1511 538.6 PAGE 7 r. ET GR 534.0 1537 534.5 1542 534.9 500.2 536.4 1584 538.4 1591 PROFILE SECTION EE - SURVEY SECTION 30 541.4 1800 541.5 1900 543.0 GR 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 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 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 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 OR 541.8 1511 538.6 1511 531.0 GR 534.0 1537 534.5 1542 534.9 GR 536.4 1584 538.4 1591 541.7 GR 541.4 1800 541.5 1900 543.0 GR 544.0 2200 545.7 2300 ET SH 1.05 2.705 -2.5 66.5 U.S. FACE COUNTY LINE RD SECT #31 X1 47670 30 1300 541.7 1400 541.7 1500 1525 530.7 1529 534.0 1535 1544 535.3 1565 535.3 . 1567 1591 541.4 1600 541.6 1700 2000 542.8 2012 542.4 2100 1020.2 4 416.7 1.125 534.4 534.4 30 30 CCHV: .100 CEHV= .300 *SECHO 27620.000 3265 DIVIDED FLAW WEIR COEFF. CHG'D TO -2.5 TO MATCH FIS * * * * * * ** * *w * *NpTE:38 CARD 1400 1900 2200 2451 2900 PAGE 9 SURVEY SECTION 32 PROFILE SECTION GG - 1 540.4 541.7 540.4 540.4 2130 X2 60 0 300 630 545.7 1300 544.9 X1 48350 1000 546.9 X3 10 546.8 1200 544.2 1591 541.7 540.4 549.5 544.5 1600 2 1511 541.8 540.4 2154 535.4 GR 544.1 1500 PAGE 8 BT 543.4 2130 539.6 2423 543.2 �-- GR 543.9 2000 539.1 1 539.6 2400 2800 547.7 GR 537.7 2257 26SEP90 14:46:47 545.9 2700 546.6 GR 544.1 2500 544.5 875.2 1 ET _ 26SEP90 14:46:47 50' U.S. COUNTY LINE RD 1511 1591 50 50 50 542.5 35 0 .3 542.1 650 X1 47720 35 W3ELR 150 542.8 250 TWA 850 541. 2 950 GR 544.3 50 543.6 650 541.0 75p 540.8 1400 541.7 1500 GR 541.7 550 541.1 1200 541.2 1300 541.7 1529 534.0 1535 � GR 541.3 1100 541.3 1511 531.0 1525 530.7 158 4 538.4 1591 GR 541.8 1511 538.6 1544 535.3 1565 536.4 1800 541.5 1900 GR 534.5 1542 534.9 1600 541.6 1700 4 541. 2200 545.7 y300 GR 541.7 1591 541.4 542.4 2100 544.0 543.0 2000 542.8 2012 GR 240.2 ET CCHV: .100 CEHV= .300 *SECHO 27620.000 3265 DIVIDED FLAW WEIR COEFF. CHG'D TO -2.5 TO MATCH FIS * * * * * * ** * *w * *NpTE:38 CARD 1400 1900 2200 2451 2900 PAGE 9 SURVEY SECTION 32 PROFILE SECTION GG - 2g 2130 2300 60 0 300 630 545.7 1300 544.9 X1 48350 1000 546.9 1100 546.8 1200 544.2 1800 544.0 GR 549.5 544.5 1600 544.1 1700 537.9 2154 535.4 GR 544.1 1500 544.2 2100 543.4 2130 539.6 2423 543.2 �-- GR 543.9 2000 539.1 2300 539.6 2400 2800 547.7 GR 537.7 2257 2600 545.9 2700 546.6 GR 544.1 2500 544.5 1 _ 26SEP90 14:46:47 OLOSS L -BANK ELHV CWSEL. CRIWS W3ELR EG HV HL VOL TWA R -BANK ELEV SECNO DEPTH Q ROB ALOH ACE AROB ELKIN SSTA 4 QLOS � VROB XNL �� xxR wTx TOPWID ENDST TIM VLOB VCS ITRIAL IDC ICONT CORAR SLOPE XLOBL XLCH XLOBR *PROF 1 0 CCHV: .100 CEHV= .300 *SECHO 27620.000 3265 DIVIDED FLAW WEIR COEFF. CHG'D TO -2.5 TO MATCH FIS * * * * * * ** * *w * *NpTE:38 CARD 1400 1900 2200 2451 2900 PAGE 9 STARTING WSEL FROM BIMLEY HORN PIS UPDATE MAY 1990 27620.000 17.00 492.50 .00 492.50 493.78 1.28 .00 .00 494.80 �- 6700.0 201.6 6440.3 58.1 147.4 695.1 27.1 .0 .0 489.00 .00 1.37 9.27 2.15 .065 .045 .070 .000 475.50 1520.83 .003833 50. 50. 50. 0 0 0 .00 232.51 2007.37 *SECNO 30130.000 3301 BV CHANGED MORE THAN EVINS 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 CEEV- .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 1 26SEP90 14:46:47 PAGE 10 ^. SECNO DEPTH CWSEL CRIWS WSELX EG HV EL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK 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, RRATIO .51 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. 30190.000 13.85 500.65 .00 .00 501.78 1.12 .01 .09 513.30 6700.0 .0 6700.0 .0 .0 787.5 .0 51.1 8.4 513.40 .10 .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 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 30200.000 14.02 500.82 .00 .00 501.91 1.08 .12 .01 513.30 6700.0 .0 6700.0 .0 .0 802.5 .0 51.3 8.5 513.40 .10 .00 8.35 .00 .000 .045 .000 .000 486.80 2155.79 .011551 10. 10. 10. 2 0 0 .00 87.20 2249.98 *SECNO 30201.000 r 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 .0 730.8 551.6 .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 14:46:47 PAGE 11 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE 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, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 15.99 503.99 .00 .00 504.60 .61 .43 .03 509.10 6700.0 .0 6700.0 .0 .0 1070.9 .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 .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. 1 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 4.15 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 RV HL OLOSS L -BANK ELEV _ Q QLOB QCH QROB ALOE ACE AROB VOL TWA R -BANK HLEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV- .100 CEHV- .300 * SECNO 34730.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE 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 .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 BVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO = 1.63 521.50 .58 37100.000 12.85 519.16 .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 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO = 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 *SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .55 D.S. FACE OF W. BOUND I.H. 635 1 26SEP90 14:46:47 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 .00 227.56 2877.09 SPECIAL BRIDGE SE XR XROR COFQ RDLEN BWC BWP BARRA SS ELCHU ELCED 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 PAGE 13 *SECNO 38420.000 „+ CLASS A LOW FLOW 3420 BRIDGE W.S.= 520.91 BRIDGE VELOCITY= 4.20 CALCULATED CHANNEL AREA= 1738. EGPRS EGLWC H3 QWEIR QLOW BARRA TRAPEZOID ELLC ELTRD WEIRLN p- AREA .00 521.55 .03 0. 7300. 3920. 4137. 528.70 532.80 0. p- 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET= 260.000 ELENCL= ELENCL= 529.20 ELENCR= 529.20 U.S. FACE OF W. BOUND I.H. 635 BRIDGES 38420.000 9.45 520.95 .00 .00 521.55 .59 .04 .00 514.50 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 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 TARGET= 260.000 ELENCL= 529.20 ELENCR= 529.20 VALLEY SECTION BETWEEN 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 1 26SEP90 14:46:47 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- ... ELENCL- 529.20 ELENCR- 529.20 U.S. FACE OF E. BOUND I.S. 635 D.S. FACE OF E. BOUND I.H. 635 38620.000 8.74 521.04 .00 .00 521.77 .73 .06 .00 38580.000 8.80 521.00 .00 .00 521.71 .71 .04 .03 515.20 7300.0 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 SPECIAL BRIDGE SB XR XXOR COPQ 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 r� CLASS A LOW FLOW 3420 BRIDGE W.S.- 520.98 BRIDGE VELOCITY- 4.99 CALCULATED CHANNEL AREA- 1464. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID 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- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 U.S. FACE OF E. BOUND I.S. 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 •SECNO 38670.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 1 , 26SEP90 14:46:47 PAGE 15 50' U.S. E. BOUND I.H. 635 38670.000 8.66 521.06 .00 .00 521.81 .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. 1 0 0 .00 221.72 2874.43 *SECNO 39720.000 521.20 5100.0 2730.7 419.7 1949.6 2013.9 124.5 1025.0 369.3 89.6 521.20 3685 20 TRIALS ATTEMPTED WSEL.CWSEL .060 .000 519.40 954.70 .000705 1300. 1460. 1600. 6 0 0 3693 PROBABLE MINIMUM SPECIFIC ENERGY 1406.69 2779.43. *SECNO 41950.000 3720 CRITICAL DEPTH ASSUMED 3265 DIVIDED FLOW r- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, PROFILE SECTION Z - SURVEY SECTION 25 .41 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 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ERATIO - 3.60 END OF A.H.S. CHANNEL IMPROVEMENT 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 DIVIDED FLOW r- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO s .41 1 265SP90 14:46:47 PAGE 16 100' D.S. RADIO RD SB XK XKOR COFQ RDLEN 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 Based on OGEE Shape EGPRS EGLWC 23 QWEIR QPR 3301 HV CHANGED MORE THAN HVINS TRAPEZOID ELLC ELTRD WEIRLN 532.00 530.65 .00 407. 4691. 474. 7185 MINIMUM SPECIFIC ENERGY 527.10 529.70 79. ,.� U.S. FACE RADIO RD SECT #26 3720 CRITICAL DEPTH ASSUMED 42090.000 9.98 530.98 .00 .00 531.37 .38 .72 D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 1004.5 431.7 501.9 42050.000 6.92 527.92 527.92 .00 530.65 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 XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCBD 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 a 2.84 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC 23 QWEIR QPR BARRA TRAPEZOID ELLC ELTRD WEIRLN 532.00 530.65 .00 407. 4691. 474. AREA 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 A60 .000 521.00 912.54 .001998 40. 40. 40. 3 0 2 .00 1359.24 2271.78 1 26SEP90 14:46:47 SECNO DEPTH CWSEL CRrWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 42170.000 .00 1200.81 2725.69 ... 3302 WARNING: CONVEYANCE 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 2216.2 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 = .25 * 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 1696.3 908.9 168.7 686.2 570.2 194.4 533.10 1.04 2.57 6.31 2.47 .065 .045 .060 .000 531.80 1403.88 PAGE 17 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. 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 1696.3 908.9 168.7 686.2 570.2 194.4 533.10 1.04 2.57 6.31 2.47 .065 .045 .060 .000 531.80 1403.88 PAGE 17 ^ 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 RV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.98 .003243 1400. 1620. 1000. 3 0 0 .00 1158.59 2598.59 *SECNO 47450.000 ^ PROFILE SECTION BE - SURVEY SECTION 30 1 26SEP90 14:46:47 PAGE 18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV ^ Q QLOB QCH QROB ALOE ACE 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 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 *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 61.0 627.3 228.9 542.20 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 RV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE 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 1 r . 26SEP90 14:46:47 PAGE 19 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD .- 1.05 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 CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3.45 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 549.64 543.44 .00 1753. 3342. 417. 416. 540.40 541.70 80. r•- "- U.S. FACE COUNTY LINE RD SECT 431 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 546.05 .00 .00 546.05 .01 .00 .00 542.10 47720.000 15.05 866.4 2327.1 648.2 236.6 542.00 5100.0 2864.0 109. 114549 57.065 .045 .060 .000 531.00 50.00 1.21 .49 1.2 26 0 p .00 2250.00 2300.00 .000071 50. 50. 50. 1 *SECNO 48350.000 LE RAN GE, KRATIO ,56 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTAB 1 26SEP90 14:46:47 PROFILE SECTION GG - SURVEY SECTION 32 .00 .00 546.13 .04 .O6 .O1 543.40 10.68 546.08 727.5 258,3 539.10 48350.0 5100.0 753.6 2929.0 1417.4 14706 143045 133060 ,000 535.40 1265.59 1.30 .51 2.04 1.06 .065 0 0 .00 1459.92 2725.51 .000222 600. 630. 300. 0 1 26SEP90 14:46:47 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEX" T1 .� T2 50 YEAR EXTENDED FLOOD INSURANCE STUDY T3 GRAPEVINE CREEK ZDZR STRT METRIC HVINS Q WSEL PQ J1 ICHECK INQ NINV .-- 0 0 p 494.68 ' p 3 0 0 0 XSECH FN ALLDC IBW CHNIM ITRACE J2 NPROF IPLOT PRFVS XSECV 2 -1 1 26SEP90 14:46:47 LOB BL OLOSS L -BANK ELEV $G HV SECNO DEPTH CWSEL CRIW AROB VOL TWA R_WK n Q QLOB QCH QROB ALOB XN V WTN ELKI SSTA VLOB VCH VROB XNL XNCB XNR TIME PAGE 20 PAGE 21 PAGE 22 XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST • .SLOPE XLOBL XLCS . r- *PROF 2 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .49 r 1 0 26SEP90 14:46:47 CCHV- .100 CEHV- r .300 SECNO DEPTH CWSEL CRIWS * SECNO 27620.000 EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB 3265 DIVIDED FLOW ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB *****NOTE:SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH FIS * * * * * * ** ELKIN SSTA SLOPE STARTING WSEL FROM KIMLEY HORN FIS UPDATE NAY 1990 ITRIAL IDC ICONT CORAR ,.� 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 CEHV- .500 �- * SECNO 30189.000 30189.000 15.22 502.02 .00 .00 503.44 1.42 .22 .24 513.30 9400.0 .0 9400.0 .0 .0 981.6 .0 72.6 14.6 513.40 ... .09 .00 9.58 .00 .000 .045 .000 .000 486.80 2153.99 .004272 59. 59. 59. 2 0 0 .00 97.87 2251.86 r * SECNO 30190.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .49 r 1 26SEP90 14:46:47 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 ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 23 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 * SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. 510.40 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 CHANGE OUTSIDE OF AC CEPTAB LE 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 CEBV- .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 1 26SEP90 14:46:47 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -RANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOHR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 24 * SECNO 31310.000 31310.000 17.76 505.56 .00 .00 506.05 .50 1.94 .01 490.70 .0 1306.2 543.7 .0 109.7 21.0 509.20 9400.0 5471.0 3929.0 .065 .045 .000 .000 487.80 1530.27 ^ .13 4.19 7.23 •00 0 0 .00 382.20 1912.47 .002212 750. 1060. 500. 2 *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 9400.0 .0 .14 .00 .003614 170. 505.78 9400.0 7.43 170. .00 • .00 170. .00 .0 .000 2 506.63 1264.5 .045 0 .86 .0 .000 p .47 115.8 .000 .00 .11 22.0 488.00 111.73 509.10 509.10 1796.45 1914.18 ^ *SECNO 31500.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD' 509.10 MAX ELLC- 506.10 ^ 31500.000 17.86 9400.0 .0 .14 .00 .003551 20. 505.66 9400.0 7.38 20. .00 • ,00 20. .00 . .000 2 506.71 1274.0 .045 0 .85 .0 .000 0 .07 116.3 .000 .00 .00 22.0 488.00 112.34 509.10 509.10 1796.41 1914.75 �- *SECNO 31550.000 31550.000 18.26 9400.0 5606.3 .14 3.78 .001820 50. 506.46 3793.7 6.66 50. .00 .0 .00 50. .00 14. 065 .065 2 506.87 569.3 .045 0 .41 .0 .000 0 .12 118.2 .000 .00 .04 22.3 488.20 411.72 491.10 509.60 1501.81 1913.53 1 26SEP90 14:46:47 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELR ALOB XNL ITRIAL EG ACB XNCH IDC BV AROa XNR ICONT BL VOL WTN CORAR GLOSS L -BANK ELEV TWA R -BANK ELEV ELMIN SSTA TOPWID ENDST PAGE 25 r- ... CCHV- .100 CEHV- .300 * SECNO 34730.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .60 EG HV 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 .00 539.63 2804.65 * SECNO 38200.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.52 EG HV 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 CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 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 1672.5 364.4 75.7 514.80 .46 2.40 4.48 2.70 .065 .045 .060 .000 510.80 2415.17 ._ .001001 1150. 1100. 1000. 3 0 0 .00 683.66 3098.83 * SECNO 38380.000 1 26SEP90 14:46:47 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTH ELMIN SSTA PAGE 26 I- SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COBAR TOPWID ENDST 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN BVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - .53 r. 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 .� SPECIAL BRIDGE SB XR XXOR COFQ RDLEN BWC BWP BARRA 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.- 522.04 BRIDGE VELOCITY- 4.93 CALCULATED CHANNEL AREA- 2030. ,.- EGPRS EGLWC H3 QWEIR QLOW BARRA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 522.85 .03 0. 10000. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 "- ELENCL- 529.20 ELENCR- 529.20 U.S. FACE OF W. BOUND I.H. 635 38420.000 10.59 522.09 .00 .00 522.85 .76 .14 .00 514.50 10000.0 2815.5 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 '- 1 26SEP90 14:46:47 *SECNO 38500.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 2.75 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 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= 1 TARGET= 260.000 ELENCL- 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 XR XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 *SECNO 38620.000 CLASS A LOW FLOW 3420 BRIDGE W.S.- 522.09 BRIDGE VELOCITY= 5.77 CALCULATED CHANNEL AREA- 1733. EGPRS EGLWC H3 QWEIR QLOW BARER TRAPEZOID ELLC ELTRD WEIRLN PAGE 27 SECNO DEPTH CWSEL CRIWS WSELK EG BV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 38500.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 2.75 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 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= 1 TARGET= 260.000 ELENCL- 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 XR XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 *SECNO 38620.000 CLASS A LOW FLOW 3420 BRIDGE W.S.- 522.09 BRIDGE VELOCITY= 5.77 CALCULATED CHANNEL AREA- 1733. EGPRS EGLWC H3 QWEIR QLOW BARER TRAPEZOID ELLC ELTRD WEIRLN PAGE 27 0- AREA .00 523.10 .06 0. 10000. 3920. 3708. 528.70 532.80 0. 1 26SEP90 14:46:47 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV ^ Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE r� XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ^ 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 .000 512.40 ELENCL- 529.20 ELENCR- 529.20 0 0 ..00 229.43 2877.94 ^' * SECNO 39720.000 U.S. FACE OF E. BOUND I.H. 635 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 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- 1 TARGET- 260.000 ^ ELENCL- 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. 1 0 0 ..00 229.43 2877.94 ^' * SECNO 39720.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLB MINIMUM SPECIFIC ENERGY ^ 3720 CRITICAL DEPTH ASSUMED PROFILE SECTION Z - SURVEY SECTION 25 39720.000 6.75 523.75 523.75 '.00 524.85 1.10 .86 .05 519.00 10000.0 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 PAGE 28 * SECNO 41180.000 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO a 3.66 �- 100' D.S. RADIO RD END OF A.H.H. CHANNEL IMPROVEMENT DATA 3301 HV CHANGED MORE THAN BVINS 41180.000 9.17 528.57 .00 .00 1 .05 3.67 .10 521.20 ' 4050.9 486.2 2462.8 3099.1 26SEP90 14:46:47 1214.1 495.6 125.5 521.20 .72 1.31 3.58 2.03 .065 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA 3720 CRITICAL DEPTH ASSUMED SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO a 3.66 �- 100' D.S. RADIO RD END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.000 9.17 528.57 .00 .00 528.62 .05 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, KRATIO a .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 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 PAGE 29 0- 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 1 2541.87 3081.07 ' SECNO 42170.000 26SEP90 14:46:47 n- PROFILE SECTION BB - SURVEY SECTION 27 PAGE 30 SECNO DEPTH CWSEL CRIWS WSELK EG HV EL OLOSS L -BANK ELEV ^' Q QLOB QCE QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COPQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 RSECNO 42090.000 3301 EV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO 6.07 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC B3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN 538.55 531.81 .00 2108. 4891. 474. AREA 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. 1 0 2 .00 2541.87 3081.07 ' SECNO 42170.000 PROFILE SECTION BB - SURVEY SECTION 27 *SECNO 47450.000 3301 EV CHANGED MORE THAN HVINS ^ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 2.79 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, SRATIO .30 ^ 1 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 ATTEMPTED WSEL,CWSEL .� 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED PROFILE SECTION DD - SURVEY 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 3301 EV CHANGED MORE THAN HVINS ^ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 2.79 PROFILE SECTION BE - SURVEY SECTION 30 FF - SURVEY SECTION 31 47640.000 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 1014.9 303.7 535.40 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 .002035 10. 90. 200. 3 0 0 3265 DIVIDED FLOW 1906.23 2136.25 100' D.S. COUNTY LINE RD 1 26SEP90 14:46:47 �- *SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 1.62 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 47640.000 13.09 543.79 .00 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, RRATIO - 1.62 SPECIAL BRIDGE SB XR XKOR COFQ RDLEN BWC BWP BARRA SS ELCHU ELCBD '- 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 PAGE 32 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 4.56 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 SPECIAL BRIDGE SB XR XKOR COFQ RDLEN BWC BWP BARRA SS ELCHU ELCBD '- 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 PAGE 32 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 4.56 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC 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 1 26SEP90 14:46:47 PAGE 33 SECNO DEPTH CWSEL CRIWS WHELK EG RV HL OLOSS L -BANK ELEV Q QLOS QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3280 CROSS SECTION 47720.00 EXTEND 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 .000044 50. 50. 50. 1 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 f 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 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 100 YEAR EXTENDED FLOOD INSURANCE STUDY T3 GRAPEVINE CREEK r^ J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 0 4 0 0 0 0 0 0 495.60 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE ..� 3 -1 1 26SEP90 14:46:47 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH ARCS VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 3 0 CCHV- .100 CEHV- .300 *SECNO 27620.000 * * * * *NOTE:SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH FIS * * * * * * ** STARTING WSEL FROM ximLzY HORN PIS UPDATE MAY 1990 27620.000 20.10 495.60 .00 495.60 496.42 .82 .00 .00 494.80 10500.0 2714.6 7542.1 243.3 1167.8 895.1 95.5 .0 .0 489.00 .00 2.32 8.43 2.55 .065 .045 .070 .000 475.50 1430.25 .002459 50. 50. 50. 0 0 0 .00 590.55 2020.80 *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 *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 PAGE 34 PAGE 35 0- rte= 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 30190.000 513.30 10500.0 .0 10500.0 .0 .0 904.8 .0 83.8 16.8 3265 DIVIDED FLOW .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 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 .� 3265 DIVIDED FLOW 1 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 26SEP90 14:46:47 30200.000 15.60 502.40 .00 .00 504.32 PAGE 36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR 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- 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 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 30200.000 15.60 502.40 .00 .00 504.32 1.92 .20 .05 513.30 10500.0 .0 10500.0 .0 .0 943.6 .0 84.0 16.9 513.40 .08 .00 11.13 .00 .000 .045 .000 .000 486.80 2154.00 .019316 10. 16. 10. 2 0 0 .00 91.46 2252.46 *SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO = 2.18 30201.000 16.18 502.98 10500.0 .0 10500.0 .08 .00 9.75 .004058 1. 1. p- .00 .00 504.46 1.48 .01 .13 513.30 .0 .0 1077.0 .0 84.0 16.9 513.40 .00 .000 .045 .000 .000 486.80 2153.48 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 r•• 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 1 26SEP90 14:46:47 SECNO DEPTH CWSEL CRIWS WSELR EG RV HL OLOSS L -BANK ELEV .- Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * 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 31480.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .52 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD= 509.10 MAX ELLC= 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 18.44 506.44 .00 .00 507.45 1.01 .65 .15 509.10 10500.0 .0 10500.0 .0 .0 1300.9 .0 131.3 24.8 509.10 PAGE 37 .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 r. 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 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.29 1 26SEP90 14:46:47 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV ..r Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTH ELMIN SSTA SLOPE XLOBL XLCH 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 CCHV- .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 PAGE 38 .- *SECNO 37100.000 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.57 3265 DIVIDED FLOW 11.77 522.57 .00 .00 522.70 .13 1.62 .02 3301 HV CHANGED MORE THAN BVINS 11200.0 4976.2 1131.2 5092.6 1999.5 244.2 1830.6 409.4 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.59 2.78 .065 37100.000 14.42 520.72 .00 .00 521.06 .34 6.18 .07 510.40 r.. 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 DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS 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 1 26SEP90 14:45:47 PAGE 39 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACS AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 38380.000 .� 3265 DIVIDED FLOW 3302 WARNING: r. CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .55 D.S. FACE OF 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 XROR COFQ RDLEN BWC BWP BARRA 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 r - CLASS A LOW FLOW 3420 BRIDGE W.S.= 522.52 BRIDGE VELOCITY- 5.19 CALCULATED CHANNEL AREA- 2159. EGPRS EGLWC H3 QWEIR QLOW BARRA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 523.40 .03 0. 11200. 3920. 4137. 528.70 532.80 0. �. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 U.S. FACE 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 3679.8 622.0 450.9 652.2 424.5 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 1 26SEP90 14:46:47 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 38500.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO - 2.78 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ... ELENCL- 529.20 ELENCR- 529.20 VALLEY SECTION BETWEEN I.H. 635 BRIDGES PAGE 40 p- ELLC H3 QWEIR QLOW BAREA TRAPEZOID g r,� WEIRLN BGP1t8 BGLWC AREA 0, 11200. 3920. 3708. 528.70 532.80 0 • .00 523.65 .06 r:• 1 26SEP90 14:46:47 .-- HV EL OLOSS L -BANK ELEV SECNO DEPTH CWSEL CRIWS WSELK EG VOL TWA R -BANK ELEV Q QLOB QCH QROB ALOB CE AROH 7QiR wTp ELKIN sSTA TIME VLOH VCR VROB XNL ICONT TN SLOPE XLOSL XLCR TOPWID ENDST XLOHR ITRIAL IDC 1 TARGET- 260.000 3470 ENCROACHMENT STATIONS: 2630.0 2890.0 TYPE' gygNCL. 529.20 ELENCR- 529.20 PA" 41 .09 .01 514.80 10.83 522.63 .00 .00 523.49 .86 629.0 427.6 93.3 514.80 ^ 38500.000 1492.7 5000.6 599.3 440.4 511.80 2644.71 11200.0 4706.6 3.39 7.95 .015 ,045 .015 .000 236.40 2881.12 .45 7.85 3 0 0 X0 0 r- .000499 80. 80. 80. *SSCNO 38580.0 2890.0 TAE' 1 TARGET- 260.000 STAT IONS, 2630.0 3470 ENCROACHMENT EL ENCL- 529.20 ELBNCR: 529.20 ^ FACE OF E. BOUND I.B. 635 D.S. .04 515.20 10.39 522.59 .00 .00 523.57 .98 586.8 .04 430.6 93.7 515.20 38580.000 ^ 1537.1 4981.2 557.9 421.2 512.20 2646.33 11200.0 4681.7 8.49 .015 ,0.2 .015 .000 233.4 3 2879.76 8.39 3.65 0 0 .00 .46 .000614 80. ^ 80. 80. 2 .� SPECIAL BRIDGE ELCHD SS ELCHU , XROR COFQ RDLEN BWC BWP BARER 3920.00 7.50 512.20 512.20 SH XR .00 105.00 4,00 1.05 1.20 -2.50 *SECNO 38620.00 CLASS A LOW FLOW .- CALCU LATED CHANNEL AREA' 1851. 522.56 BRIDGE VELOCIT 6.05 3420 BRIDGE W•S .� ELLC H3 QWEIR QLOW BAREA TRAPEZOID g r,� WEIRLN BGP1t8 BGLWC AREA 0, 11200. 3920. 3708. 528.70 532.80 0 • .00 523.65 .06 r:• 1 26SEP90 14:46:47 .-- HV EL OLOSS L -BANK ELEV SECNO DEPTH CWSEL CRIWS WSELK EG VOL TWA R -BANK ELEV Q QLOB QCH QROB ALOB CE AROH 7QiR wTp ELKIN sSTA TIME VLOH VCR VROB XNL ICONT TN SLOPE XLOSL XLCR TOPWID ENDST XLOHR ITRIAL IDC 1 TARGET- 260.000 3470 ENCROACHMENT STATIONS: 2630.0 2890.0 TYPE' gygNCL. 529.20 ELENCR- 529.20 PA" 41 *SECNO 41180.000 3301 EV CHANGED MORE THAN HVINS PAGE 4 U.S. FACE OF S. BOUND Z.S. 635 38620.00 10.35 522. .00 11200.0 4679.4 1541.2 49 8 9 54 .46 8.44 3.67 .000626 40. 40. 40. .00 523.65 554.3 ,015 0 419.5 .045 0 .99 583.1 .015 0 •07 .00 515.30 432.0 93.9 515.30 .000 512.30 2646.47 .00 233.17 2879.64 *SECNO 38670. gTATIONS- 2630.0 2890.0 TYPE= 1 3470 ENCROACHMENT 529.20 ELENCL- 529.20 ELENCR- TARGET- 260.000 ►•- 5p• U.S. 8. BOUND I.H. 635 522.6 38670.000 10.27 7 ,00 11200.0 4674.8 1549.5 498564 .46 8.54 3.72 .000650 50. 50. 50. ,Op 547.3 ,015 1 523.69 416.1 .045 0 1.02 575.9 .015 p .03 433.8 .000 .00 .01 515.40 94.2 515.40 512.40 2646.7 232.65 2879.41 .._ *SECNO 39720.000 3685 20 TRIALS ATTEMPTED W 3693 PROBABLE MINIMUM SPECIFIC ENERGY SL VOL WTH CORAR OLOSS TWA ELKIN TopWiD L -BANK ELEV R -BANK ELEV SETA END ST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3720 CRITICAL DEPTS ASSUMED 3.67 _- PROFILE SECTION Z - SURVEY SECTION 25 39720.000 6.98 523.98 523.98 .00 4455.5 682.3 11200.0 5450.7 1293.7 ,065 7.99 15.13 6.32 .48 750. 20 .019256 25. 1050. 525.12 85.5 .045 18 1.14 705.2 .060 0 .85 451.2 ,000 _00 .04 519.00 98.8 518.80 517.00 1527.77 550.04 2077.81 *SECNO 41180.000 3301 EV CHANGED MORE THAN HVINS PAGE 4 26SEP90 14:46:47 SECNO Q TIM ... SLOPS DEPTH QLOB VLOB XLOBL CWSEL QCS VCH XLCH CRIWS QROB VROB XLOBR WSELR ALOB XNL ITRIAL EG NC XNCH IDC HV AROH ICONT SL VOL WTH CORAR OLOSS TWA ELKIN TopWiD L -BANK ELEV R -BANK ELEV SETA END ST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO 3.67 ►- END OF A.H.H. CHANNEL IMPROVEMENT DATA KRATIO - .39 WSELK EG 100' D.S. RADIO RD 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 .000 519.40 631.52 .000710 1300. 1460. 1600. 5 0 0 .00 2084.78 2916.30 *SECRO 41950.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF 0- ACCEPTABLE RANGE, KRATIO - .39 WSELK EG 100' D.S. RADIO RD HL OLOSS L -BANK ELEV Q QLOB QCH r. ALOB ACE AROB VOL TWA R -BANK BLEU 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 ENERGY a- 3720 CRITICAL DEPTH ASSUMED D.S. FACE RADIO RD, 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 26SEP90 14:46:47 PAGE 43 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK BLEU TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE Be XR XROR COFQ RDLEN BWC 1.05 2.27 -2.50 .00 79.00 _ *SECNO 42090.000 3301 HV CHANGED MORE THAN HVINS BWP BARER Be ELCHU ELCHD .00 473.95 .00 521.10 521.10 ^ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 6.97 .� PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape ^ EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 540.90 531.99 .00 2656. 5246. 474. 474. 527.10 529.70 79. ^ .- *SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF AC CEPTABLE RANGE, RRATIO - .35 1 26SEP90 14:46:47 PROFILE SECTION CC - SURVEY SECTION 28 PAGE 44 U.S. FACE RADIO RD SECT #26 r.. 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. 1 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 AC CEPTABLE RANGE, RRATIO - .35 1 26SEP90 14:46:47 PROFILE SECTION CC - SURVEY SECTION 28 PAGE 44 ,,.. *SECNO 45820.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS ACCEPTABLE RANGE, KRATIO - 2.60 ..- 3685 20 TRIALS ATTEMPTED WSEL,CWSEL SURVEY SECTION 30 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 ACCEPTABLE RANGE, KRATIO - 2.60 ..- 3685 20 TRIALS ATTEMPTED WSEL,CWSEL SURVEY SECTION 30 3693 PROBABLE MINIMUM SPECIFIC ENERGY 11.54 543.64 .00 .00 543.78 .14 3720 CRITICAL DEPTH ASSUMED .06 535.80 7900.0 4665.4 1149.5 2085.1 PROFILE SECTION DD - SURVEY SECTION 29 195.0 821.0 1182.3 338.9 535.40 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 r 3301 BV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE 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 26SEP90 14:46:47 PAGE 45 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN RT-MIN 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 p 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 r SB XR XROR 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 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, BRATIO 4.95 PRESSURE AND WHIR FLOW, Weir Submergence Based on OGEE Shape -- EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 559.08 544.08 .01 3535. 4368. 417. 416. 540.40 541.70 80. U.S. FACE 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 26SEP90 14:46:47 PAGE 46 *SECNO 48350.000 ^ 3280 CROSS SECTION 48350.00 EXTENDED .91 FEET ^ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .59 PROFILE SECTION GG - 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 1 26SEP90 14:46:47 PAGE 47 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS 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 1 26SEP90 14:46:47 PAGE 48 ^ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELM IN SSTA 50' U.S. COUNTY LINE BD �.. 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. 1 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 - 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 1 26SEP90 14:46:47 PAGE 47 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS 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 1 26SEP90 14:46:47 PAGE 48 ^ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITAIAL IDC ICONT CORAR TOPWID ENDST ^ *PROF 4 0 ^ CCHV- .100 CEHV- .300 rr ^ * SECNO 27620.000 19 ,^ 30130.000 18.02 * * * * *NOTE:SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH FIS * * * * * * ** 2.11 3.53 .56 ^ STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 .0 777.0 562.8 .0 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 BVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACC EPTABLE 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 1 .045 .000 .000 483.70 1999.60 .007765 1500. 2510. 2000. 3 0 0 .00 222.30 2221.89 CCHV- .300 CEHV- .500 * SECNO 30189.000 3301 HV CHANGED MORE THAN BVINS 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 1 26SEP90 14:46:47 PAGE 49 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELE Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV om r.� TIME VLOB VCH VROB XNL XNCH XNR WTN HLMIN SSTA SLOPE X OBL XLCH XLOBR ITRIAL IDC ICONT COBAR TOPWID ENDST 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN BVINS r 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .48 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 PROFILE SECTION U - SURVEY SECTION 20 ST.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 MORE THAN HVINS ^ 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 30200.000 16.40 503.20 .00 .00 505.89 2.69 .32 .35 513.30 ^ 13400.0 .0 13400.0 .0 .0 1018.1 .0 130.9 19.2 513.40 .05 .00 13.16 .00 .000 .045 .000 .000 486.80 2154.00 .026213 10. 10. 10. 5 0 0 .00 92.73 2253.73 *SECNO 30201.000 3301 HV CHANGED MORE THAN HVINS I r 26SEP90 14:46:47 PAGE 50 ,_ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO m AROB VOL TWA R -SANK ELEV Q QLOB QCH QROH ALOB ACE XNR WTH ELMIN SSTA TIME VLOB VCR VROB SNL XNCH ICONT CORAR TOPWID ENDST XLOBL XLCH g,OBR ITRIAL IDC SLOPE OF ACCEPTABLE RANGE, IUMIO ' 2.32 3302 WARNING: CONVEYANCE CHANGE OUTSIDE 506.12 1.94 .01 .22 513.30 �.. 30201.000 17.38 504.18 .00 .00 1197.6 .0 130.9 19.2 513.40 13400.0 .0 13400.0 ,0 ,0 ,000 .000 486.80 2152.34 .00 11.19 .00 .000 .045 0 ,00 102.90 2255.25 .05 .004868 1. 1. CCEV- .100 CEHV' .300 *SECNO 30250.0 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO m 1.58 30250.000 13400.0 .06 �- .001942 21.97 6943.2 4.17 49 • 505.77 6049.8 8.30 49. .00 40. 1.73 73 49. .00 16 .065 3 506.40 7 .045 0 .62 2 .065 0 .14 13 3.0 3000 .00 .13 19.5 483.80 439.15 492.40 502.00 1911.71 2350.86 *SECNO 31310.00 31310.000 13400.0 .10 .001983 19.87 8629.1 3.95 750. 507.67 4770.9 7.30 1060. . 00 .0 .00 500. .00 2183.2 .065 2 508.13 653.3 .045 0 .45 .0 .000 0 1,71 184.3 .000 .00 .02 27.9 487.80 542 .50 490.70 509.20 1374.36 1916.85 ,._. *SECNO 31480.000 3301 HV CHANGED MORE TEEAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE RRATIO ' .39 3370 NORMAL BRIDGE, NRD' 2 MIN ELTRD' 509.10 MAX ELLC' 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. PAGE 51 1 26SEP90 14:46:47 +� SECNO DEPTH CWSEL CRIWS WSELK EG Ev HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELKIN 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 34730.000 15.48 514.48 .00 .00 515.65 1.18 5.66 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD- 509.10 MAX ELLC= 506.10 5732.4 7433.8 68.9 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 RV CHANGED MORE THAN HVINS �- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 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 CCHV= .100 CEHV= .300 *SECNO 34730.000 3301 RV CHANGED MORE THAN HVINS 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 3.39 11.87 5.26 .065 ..045 .060 .000 499.00 1561.29 .005805 2000. 3180. 2300. 5 0 0 .00 475.68 2036.96 1 26SEP90 14:46:47 PAGE 52 SECNO DEPTH CWSEL CRIWS WHELK EG HV BL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELM IN 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 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE 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 •SECNO 38200.000 3302 WARNING: CONVEYANCE CHANGE 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 CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .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 1 26SEP90 14:46:47 PAGE 53 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XR XROR COPQ 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 3301 HV CHANGED MORE THAN HVINS CLASS A IOW FLOW 3420 BRIDGE W.S.= 523.51 BRIDGE VELOCITY= 5.83 CALCULATED CHANNEL AREA- 2436. �- EGPRS EGLWC E3 QWEIR QLOW BARBA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 524.56 .02 0. 14200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL= 529.20 ELENCR= 529.20 U.S. FACE OF W. BOUND I.H. 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, RRATIO - 2.84 r 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 �- ELENCL- 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 6384.5 693.3 483.0 724.5 571.2 121.1 514.80 .42 8.69 3.70 8.81 .015 .045 .015 .000 511.80 2641.12 ^ .000526 80. 80. 80. 2 0 0 .00 242.99 2884.11 26SEP90 14:46:47 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH ARCH VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST RSECNO 38580.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL- 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 1.05 1.20 -2.50 * SECNO 38620.000 CLASS A LOW FLOW RDLEN BWC BWP BAREA SS ELCHU ELCHD .00 105.00 4.00 3920.00 7.50 512.20 512.20 3420 BRIDGE W.S.= 523.52 BRIDGE VELOCITY- 6.75 CALCULATED CHANNEL AREA= 2104. EGPRS EGLWC 83 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 524.84 .08 0. 14200. 3920. 3708. 528.70 532.80 0. PAGE 54 ' 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 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- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 1 26SEP90 14:46:47 PAGE 55 r.- 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. 1 0 0 .00 239.35 2882.46 •SECNO 39720.000 �.. 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - .20 PROFILE SECTION Z - SURVEY 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 BV CHANGED MORE THAN BVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 3.45 ^ SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC �- 1.05 2.27 -2.50 .00 79.00 *SECNO 42090.000 x- 3301 BV CHANGED MORE THAN HVINS BWP BARKA SS ELCHU ELCHD .00 473.95 .00 521.10 521.10 PAGE 56 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 RANGE, KRATIO .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 ^ 1 26SEP90 14:46:47 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ,._ *SECNO 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 26 ^ 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 �- 1.05 2.27 -2.50 .00 79.00 *SECNO 42090.000 x- 3301 BV CHANGED MORE THAN HVINS BWP BARKA SS ELCHU ELCHD .00 473.95 .00 521.10 521.10 PAGE 56 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO 9.55 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BARE& TRAPEZOID ELLC ELTRD WEIRLN AREA 546.78 532.34 .00 3925. 6029. 474. 474. 527.10 529.70 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 1 26SEP90 14:46:47 PAGE 57 PROFILE SECTION BE - 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. 80. 2 0 0 .00 3134.34 3423.21 .�- *SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO = .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 ..r 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 EVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 2.73 PROFILE SECTION EE - SURVEY SECTION 30 1 26SEP90 14:46:47 PAGE 58 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 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 50.00 .000810 100. 100. 100. 2 0 0 .00 2174.65 2224.65 P- ■- SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 541.53 , NOT 544.42 HYDRAULIC JUMP QCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) SB XK 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 • SECRO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 6.04 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 5.71 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape 1 26SEP90 14:46:47 PAGE 59 SECRO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA .- SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EGPRS EGLWC H3 QWEIR QPR BARKA 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 1167.9 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 * SECRO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 5.74 FEET p- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - . 50' U.S. COUNTY LINE RD SURVEY SECTION 32 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 .00 1900.00 2900.00 3280 CROSS SECTION 48350.00 EXTENDED 2.65 FEET p- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - . s 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 s i 26SEP90 14:46:47 HEC2 RELEASE DATED SEP 88 UPDATED JUN 1990 ... ERROR CORR - 01,02,03,04 MODIFICATION - PAGE 60 THIS RUN EXECUTED 26SEP90 14:47:25 NOTE - ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK r 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 30189.000 501.75 13400.00 486.80 59.00 97.06 2154.38 2251.44 ^ * 30190.000 500.65 5700.00 486.80 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 n.� 1 26SEP90 14:46:47 PAGE 61 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 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 15x1.81 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 �,. * 38200.000 520.96 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 PAGE 61 * 38500.000 521.02 7300.00 511.80 80.00 225.46 2650.68 2876.14 * 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 2876.86 38420.000 522.09 10000.00 511.50 40.00 234.79 2645.59 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 2641.12 2884.11 - 1 26SEP90 14:46:47 PAGE 62 m. SECNO CWSEL Q ELNIN XLCH TOPWID SSTA ENDST 38580.000 521.00 7300.00 512.20 80.00 222.61 2652.23 2874.84 38580.000 522.12 10000.00 512.20 80.00 230.24 2648.07 2878.31 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 38670.000 521.06 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 2646.76 2879.41 38670.000 523.65 14200.00 512.40 50.00 239.35 2643.11 2882.46 * 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 7000.00 519.40 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 ►- * 42050.000 530.87 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 3134.34 288.87 3423.21 1 26SEP90 14:46:47 SECNO CWSEL Q ELMIN XLCH TOPWID SSTA * 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 A * 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 1 26SEP90 14:46:47 PAGE 63 SECNO CWSEL Q ELMIN 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 * 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 PAGE 63 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 1 26SEP90 14:46:47 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 30130.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE �- WARNING SECNO- 30190.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO= 30201.000 30201.000 30201.000 30201.000 30250.000 31480.000 31480.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACC EPT ABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 4 CONVEYANCE CHANGE OUTSIDE AC CEPTAB LE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31550.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31550.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO= WARNING SECNO- WARNING SECNO- WARNING SECNO- 34730.000 34730.000 34730.000 34730.000 37100.000 37100.000 37100.000 37100.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 64 WARNING SECNO= 38200.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .- WARNING SECNO= 38200.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE AC CEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE- 1 CONVEYANCE CNANGS OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 38500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING 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= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 39720.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 39720.000 PROFILE= 1 20 TRIALS ATTEMPTED 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 1 r� 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 ATTEMPTED TO BALANCE WSEL WARNING SECNO= 39720.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41180.000 PROFILE- 1 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= 41180.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41950.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 41950.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r WARNING SECNO= 41950.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO= CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- 42050.000 42050.000 42050.000 42050.000 42050.000 42050.000 42050.000 42050.000 42050.000 42050.000 42050.000 PROFILE= 1 CRITICAL DEPTH ASSUMED PROFILE- 1 MINIMUM SPECIFIC ENERGY PROFILE= 2 CRITICAL DEPTH ASSUMED PROFILE- 2 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE= 3 CRITICAL DEPTH ASSUMED PROFILE- 3 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE- 3 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE= 4 CRITICAL DEPTH ASSUMED PROFILE- 4 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO- 42090.000 PROFILE- 1 CONVEYANCE CHANCE 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 WARNING SECNO- 42090.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE p- WARNING SECNO- 42170.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .� WARNING SECNO- 44200.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE AC CEP T AB LE RANGE WARNING SECNO- 44200.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- 45820.000 45820.000 45820.000 45820.000 45820.000 45820.000 45820.000 45820.000 45820.000 PROFILE- 2 CRITICAL DEPTH ASSUMED PROFILE- 2 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE- 3 CRITICAL DEPTH ASSUMED PROFILE- 3 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE- 3 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE- 4 CRITICAL DEPTH ASSUMED PROFILE- 4 PROBABLE MINIMUM SPECIFIC ENERGY 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 WARNING SECNO- 47450.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ^ WARNING SECNO= 47540.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 26SEP90 14:46:47 r p- WARNING SECNO- 47640.000 WARNING SECNO- 47640.000 WARNING SECNO- 47640.000 WARNING SECNO- 47640.000 WARNING SECNO= 47670.000 WARNING SECNO- 47670.000 WARNING SECNO- 47670.000 CAUTION SECNO- 47670.000 WARNING SECNO- 47670.000 WARNING SECNO- 48350.000 WARNING SECNO- 48350.000 WARNING SECNO- 48350.000 WARNING SECNO- 48350.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 HYDRAULIC JUMP D.S. PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCE PTABLE RANGE PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 66 APPENDIX C F.I.S. - FLOODWAY HEC -2 MODEL one " WATER SURFACE PROFILES " " VERSION OF SEPTEMBER 1988 • * ERROR: 01,02,03,04 " r.� ! UPDATED: JUNE 1990 " ! RUN DATE 28SEP90 TIME 08:46:37 ! iilif******* ii** iRii *iliaiRiiiiii *ilR * #!!!! * *! # * ** #iii r r R— R— END OF BANNER 1 28SEP90 08:46:37 HEC2 RELEASE DATED SEP 88 UPDATED JUN 1990 ERROR CORR — 01,02,03,04 MODIFICATION — T1 GRAPEVINE CREEK, COPPELL,DALLAS COUNTY,TEXAS PIS 100 YEAR FREQUENCE T2 EXTENDED FLOOD INSURANCE STUDY (ET RUN) MAY 1987 MODIFIED 9/7/89 T3 GRAPEVINE CREEK ( GRENC) SGRENC SHORT VERSION .r J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 4 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 1 —1 x x x7000000 XX)= XXXXX X. x X X X x X x x X x X 70000000 XXXX X XXXXX XXXXX x x x X x x x X X X x x x XDDDC oc X3000C 7000000c PAGE 1 THIS RUN EXECUTED 28SEP90 08:46:37 WSEL FQ 495.60 CHNIM ITRACE i* fllfff *fiiR!lRli * * * * * * * *Ri *ii * * *f • U.S. ARMY CORPS OF ENGINEERS " THE HYDROLOGIC ENGINEERING CENTS " 609 SECOND STREET, SUITE D • DAVIS, CALIFORNIA 95616 -4687 • (916) 756 -1104 J3 VARIABLE CODES FOR SUMMARY PRINTOUT R� 110 200 ..� JS LPRNT NUMSEC ** ******REQUESTED SECTION NUMBERS******** 0- p- -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 COEFF. CHG'D TO - 2.i TO MATCH RSA FIS r.� 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 OR 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 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 5-15.6 3100 ET 90.21 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. '� X1 30190 58 2138 2263 1 1 1 .- BT 2 2138 513.3 510.2 2263 2 513.4 510.4 OR 517.3 1000 516.9 1100 516.5 1200 516.2 OR 515.3 1500 515.0 1600 514.6 1700 514.2 OR 513.4 2000 513.2 2100 513.3 2138 510.2 OR 510.4 2153 510.4 2154 502.0 2154 494.1 OR 510.4 2167 494.1 2167 492.5 2173 491.5 OR 510.4 2181 491.5 2181 487.2 2194 510.4 lam" 515.8 1400 1800 .1 .3 ET 503.9 2153 r 510.4 2166 X1 30250 20 2180 2222 49 OR OR 487.2 2195 486.8 2207 510.4 2207 510.4 500.8 OR 487.1 2221 510.4 2221 510.4 2222 487.1 ►�+ OR 510.4 2234 510.4 2235 494.5 2235 500.2 OR 510.4 2249 500.2 2249 507.2 2263 510.4 OR OR 513.7 2400 514.0 2500 514.4 2600 514.5 504.7 OR 515.1 2900 515.4 3000 515.6 3100 509.6 OR ET 2200 515.8 2300 516.4 90.21 X1 30200 10 10 10 X .0 ET 90.2 rte• X1 30201 42 2138 2263 1 'a 6 1 1 OR 517.3 1000 516.9 1100 516.5 - 1200 516.2 OR 515.3 1500 515.0 1600 514.6 1700 514.2 OR 513.4 2000 513.2 2100 513.3 2138 510.2 OR 502.0 2154 494.1 2166 494.1 2167 492.5 OR 491.5 2181 487.2 2194 487.2 2195 486.8 OR 487.1 2221 487.1 2222 494.5 2234 494.5 OR 500.2 2249 507.2 2260 510.4 2263 513.4 OR 514.0 2500 514.4 2600 514.5 2700 514.7 OR 515.4 3000 515.6 3100 ,^ 1 28SEP90 08:46:37 NC 515.8 1400 1800 .1 .3 ET 503.9 2153 2166 510.4 2166 X1 30250 20 2180 2222 49 OR 512.8 1500 513.0 1600 512.1 OR 501.8 2000 500.8 2066 495.7 OR 483.8 2207 484.8 2212 502.0 OR 510.9 2500 511.4 2600 512.2 ET X1 31310 19 1863 1920 750 OR 515.3 1000 515.3 1100 512.0 OR 504.7 1600 504.7 1700 501.8 OR 488.2 1869 488.3 1876 509.6 OR 514.8 2200 515.8 2300 516.4 8.1 49 49 1700 510.0 2100 492.4 2222 504.4 2700 512.5 8.1 500 1060 1200 507.5 1766 497.3 1920 511.4 2400 516.8 1300 515.8 1400 1800 513.7 1900 2138 503.9 2153 2166 510.4 2166 2180 510.4 2180 2194 510.4 2195 2208 486.8 2208 2222 494.5 2234 2248 510.4 2248 2263 513.4 2263 2700 514.7 2800 1300 515.8 1400 1800 513.7 1900 2138 503.9 2153 2173 491.5 2180 2207 486.8 2208 2235 500.2 2248 2263 513.7 2400 2800 515.1 2900 PAGE 3 2067 2222 1800 506.3 1900 2180 484.5 2200 2300 507.1 2400 2800 513.1 2900 1734 1920 -0.4 1400 506.5 1500 1800 491.1 1863 2000 513.2 2100 2500 OW p- 1300 510.3 1795 504.5 1829 493.3 1884 506.1 1915 509.1 2300 516.6 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. r-+ xi 31480 33 1795 1915 170 170 170 BT 2 1795 509.1 506.1 1915 509.1 506.1 GR 517.3 1000 516.7 1100 515.3 1200 512.9 GR 508.5 1500 508.1 1600 508.4 1700 509.1 50 50 GR 515.3 1000 515.3 GR 495.2 1816 493.3 1826 506.1 1826 506.1 GR 488.7 1845 488.0 1849 491.1 1884 506.1 GR 491.1 1887 494.6 1889 505.6 1913 505.9 GR 511.1 2000 513.1 2100 514.9 2200 516.1 GR 517.1 2500 517.1 2600 516.8 2700 .045 p- X1 31500 20 20 20 p- 1300 510.3 1795 504.5 1829 493.3 1884 506.1 1915 509.1 2300 516.6 1400 1797 1829 1887 1915 2400 1500 1863 2100 1400 1606 1900 2400 PAGE 4 1865 2227 2352 2800 3300 2580 3050 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 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 ►r GR 488.2 -1869 488.3 1876 509.6 1920 511.4 2000 513.2 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 GR 518.3 1500 517.7 1547 508.9 1586 500.2 1596 499.0 GR 500.5 1608 507.9 1628 508.1 1700 510.3 1800 512.9 GR 513.7 2000 515.8 2100 518.6 2200 521.0 2300 522.7 ..- GR 523.8 2500 525.2 2600 QT 6 7300 10000 11200 14200 11700 3850 ET 8.1 2206 2306. 1 28SEP90 08:46:37 X1 37100 25 2227 2238 1250 1650 2370 GR 521.6 1700 521.5 1730 521.4 1760 521.3 1800 521.9 ,.� GR 522.2 1889 521.5 1900 519.3 2000 515.9 2100 510.4 GR 506.9 2229' 506.3 2236 508.7 2238 512.6 2300 517.9 GR 519.1 2400 521.0 2500 522.0 2600 520.4 2700 520.2 GR 521.5 2900 522.2 3000 523.4 3100 524.0 3200 523.9 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 GR 515 2750 511 2760 515 2775 515 2950 522 GR 526 3650 530 4850 532 5500 1400 1797 1829 1887 1915 2400 1500 1863 2100 1400 1606 1900 2400 PAGE 4 1865 2227 2352 2800 3300 2580 3050 r ET 300.2 P- r� HT D.S. FACE OF W. HOUND Z.H. 635 5500. 534.3 NC 0.015 0.015 0.045 X1 38380 15 2740 2784 180 180 180 .4 X3 10 38500. 80. 60. 80. 514.4 514.4 X3 2630. GR 559.4 529.2 548.5 300 531.5 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 105. SH 1.05 1.2 -2.5 105 4 3920 7.5 511.0 511. ST 28SEP90 08:46:37 8.11 2630 2890 r� U.S. FACE OF E. BOUND I.H. 635 Xl 38620. 40. 40. 40. U.S. FACE OF W. BOUND I.H. 635 X 1. 528.7 532.8 X1 38420. 2630. 529.2 40. 40. 40. 0.1 BT 6. 559.5 300. 556.5 1400. 539.5 BT 3800. 529.2 4200. 529.2 5500. X2 1. 528.7 532.8 X3 2630. 529.2 2890. 529.2 r� HT 6. 559.5 300. 556.5 1400. 539.5 P- r� HT 3800. 529.2 4200. 529.2 5500. 534.3 NC 0.015 0.015 0.045 VALLEY SECTION BETWEEN I.H. 635 BRIDGES X1 38500. 80. 60. 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 SE 1.05 1.2 -2.5 105. 4. 3920. 7.5 512.2 512.2 1 28SEP90 08:46:37 PAGE 5 r� U.S. FACE OF E. BOUND I.H. 635 Xl 38620. 40. 40. 40. 0.1 X 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 0- 0` r r� GR 530. 3444. ET 50. 529.2 405.2 1050. X1 38670. 525.9 1300. 50. 50. 519. X3 517.1 1715. 522.4 2630. 529.2 2890. 526.7 NC 0.065 0.060 0.045 100 538.0 200 r. ET 536.0 GR 529.5 1000 529.4 1100 529.4 1200 528.6 PROFILE SECTION Z - SURVEY SECTION 25 529.4 GR 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 GR X1 39720. 23. 1713. 1726. 25. 750. 525.8 OR 526.5 1000. 526.3 1100. 526.2 1200. 2300 GR 525.7 1500. 519.5 1600. 519.3 1700. •" GR 517. 1723. 518.8 1726. 521.4 1800. GR 524.4 2100. 526. 2200. 526.4 2300. GR 527.3 2600. 528. 2700. 528.6 2800. 610.2 D.S. FACE RADIO RD, PROFILE SECTION QT 6. 5100. 7000. 7900. 9900. 6200. 35 1788 ET 100 100 100 X3 w�. 527.1 527 ^ GR 540.0 END OF A.H.H. CHANNEL IMPROVEMENT DATA 536.0 400 X1 41180. 16. 2536. 2552. 1300. 1600. GR 532. 430. 527.5 1000. 528.2 1740. GR 521.2 2536. 519.4 2542. 519.4 2546. GR 525. 2754. 526. 2759. 528. 2781. 0` r r� GR 530. 3444. ET 50. 529.2 405.2 1050. 100' D.S. RADIO RD 525.9 1300. 525.7 1400. 519. 1713. 517.1 1715. 522.4 1900. 522.5 2000. 526.7 2400. 526.9 2500. 0.1 7900. 600.2 1460. 525. 521.2 529. 2264. 523. 2552. 522. 2944. 530. 2420. 2612. 3096. 510.2 '- 100' D.S. RADIO RD X1 41950 29 1791 1810 770 770 770 0.1 r. GR 540.0 0 539.0 100 538.0 200 537.0 300 536.0 GR 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 GR 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 GR 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 GR 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 GR 530.6 2500 530.8 2600 540.0 3700 550.0 4400 1 28SEP90 08:46:37 ^ 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 0 538.0 200 536.0 400 534.0 600 532.0 400 1400 1791 1900 2400 PAGE 6 800 OM QT 6 5100 7000 7900 9900 ET PROFILE SECTION DD - SURVEY SECTION 29 1300 2030 700 544.0 1200 534.1 1644 527.7 1786 531.9 2200 532.0 2700 532.9 7500 7900 630.2 1300 GR 530.2 1000 530.1 1100 530.3 1200 530.1 1800 GR 529.8 1500 529.6 1600 529.7 1700 529.7 1000 GR 523.5 1771 522.3 1788 521.0 1793 521.5 528.8 GR 523.0 1834 527.0 1842 529.8 1842 529.5 2000 GR 529.9 2100 530.7 2200 531.1 2300 531.2 532.5 GR 531.8 2600 532.1 2700 532.5 2800 540.0 ET ,.. 28SEP90 08:46:37 570.2 SB 1.05 2.268 -2.5 79 0 473.95 U.S. FACE RADIO RD SECT #26 X1 42090 40 40 40 X2 1 527.1 529.7 X3 10 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 GR 529.5 1000 529.4 1100 529.4 1200 528.6 GR 529.4 1500 529.7 1600 527.9 1700 524.5 GR 521.7 1797 520.7 1800 521.7 1808 522.5 GR 528.2 2000 529.7 2100 529.8 2200 530.2 GR 530.6 2500 530.8 2600 540.0 3800 r.. ET 580.2 QT 6 5100 7000 7900 9900 ET PROFILE SECTION DD - SURVEY SECTION 29 1300 2030 700 544.0 1200 534.1 1644 527.7 1786 531.9 2200 532.0 2700 532.9 7500 7900 630.2 1300 PROFILE SECTION CC - SURVEY SECTION 28 1763 X1 44200 32 1740 1786 1800 GR 550.0 600 548.0 650 546.0 GR ^ 535.9 1000 535.2 1100 534.3 GR 533.2 1500 530.8 1600 528.8 GR 524.9 1757 525.4 1768 531.9 GR 532.3 2000 532.6 2100 532.5 ^ GR 531.8 2500 532.3 2600 532.5 GR 533.5 3000 550.0 3500 1 ,.. 28SEP90 08:46:37 QT 6 5100 7000 7900 9900 ET PROFILE SECTION DD - SURVEY SECTION 29 1300 2030 700 544.0 1200 534.1 1644 527.7 1786 531.9 2200 532.0 2700 532.9 7500 7900 630.2 1300 530.0 1400 1763 527.1 1763 1819 522.1 1826 1900 529.3 2000 2400 531.5 2500 3800 550.0 4500 0 521.1 521.1 527.1 527 300 536.0 400 1300 529.4 1400 1713 522.0 1791 1810 525.8 1900 2300 530.4 2500 750 542.0 800 1300 533.8 1400 1700 526.8 1740 1800 532.2 1900 2300 532.2 2400 2800 533.3 2900 PAGE 7 r- 47640 37 1511 1591 100 100 100 X3 10 X1 45820 26 2160 2187 1400 1000 1620 GR 544.3 .� GR 541.7 1000 540.7 1100 539.6 1200 538.8 1300 538.6 1400 541.1 GR 538.2 1500 538.8 1548 538.7 1562 537.8 1600 537.7 1700 1200 GR 538.2 1800 537.8 1900 538.2 2000 538.4 2000 533.4 2094 531.0 GR 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 1544 535.3 1565 535.3 1567 GR 536.4 1584 538.4 1591 541.7 1591 541.4 GR 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 2012 OR 540.0 2800 544.0 2200 545.7 2300 ET 1 500.2 ,_ PROFILE SECTION EE - SURVEY SECTION 30 08:46:37 T PAGE e 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 OR 540.3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 GR 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 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 OR 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 OR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ST 1110.2 D.S. FACE COUNTY LINE RD, PROFILE SECTION PF - 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 1 ,_ 28SEP90 08:46:37 PAGE e P- i 1.125 534.4 534.4 540.4 540.4 .3 1400 350 542.1 450 850 541.2 950 1400 ET 1500 1529 534.0 1535 1584 538.4 1020.2 1800 8B 1.05 2.705 -2.5 2300 66.5 4 416.7 U.S. FACE COUNTY LINE RD SECT ►31 X1 47670 30 30 30 X2 1 540.4 541.7 X3 10 BT 2 1511 541.8 540.4 1591 541.7 540.4 r ET 875.2 50' U.S. COUNTY LINE RD X1 47720 35 1511 1591 50 50 50 GR 544.3 50 543.6 150 542.8 250 542.5 �^ GR 541.7 550 541.1 650 541.0 750 540.8 GR 541.3 1100 541.3 1200 541.2 1300 541.7 GR 541.8 1511 538.6 1511 531.0 1525 530.7 r GR 534.5 1542 534.9 1544 535.3 1565 536.4 GR 541.7 1591 541.4 1600 541.6 1700 541.4 GR 543.0 2000 542.8 2012 542.4 2100 544.0 ~ 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 GR 544.1 1500 544.5 1600 544.1 1700 544.2 GR 543.9 2000 544.2 2100 543.4 2130 537.9 GR 537.7 2257 539.1 2300 539.6 2400 539.6 GR 544.1 2500 544.5 2600 545.9 2700 546.6 i 1 28SEP90 08:46:37 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS PIS 100 YEAR DISCHARGE T2 EXTENDED FLOOD INSURANCE STUDY (ET RUN) MAY 1987 T3 GRAPEVINE CREEK i 1.125 534.4 534.4 540.4 540.4 1300 .3 1400 350 542.1 450 850 541.2 950 1400 541.7 1500 1529 534.0 1535 1584 538.4 1591 1800 541.5 1900 2200 545.7 2300 1300 544.9 1400 1800 544.0 1900 2154 535.4 2200 2423 543.2 2451 2800 547.7 2900 PAGE 9 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 7 495.72 J2 NPROF IPLOT PRPVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE P_ 15 -1 1 28SEP90 08:46:37 PAM 10 THIS RUN EXECUTED 28SEP90 08:46:55 ♦ * * *ttt * * * *tttttttf ttttttltttttttttttttttttttttttt BEC2 REIJW DATED SEP 88 UPDATED JUN 1990 ERROR CORR - 01,02,03,04 MODIFICATION - ttttttttttttttttttttttt * *ttttttttt * * : * :* *ttttttttt NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST s s� GRAPEVINE CREEK SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCBL 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 r- 504.02 .00 504.68 337.50 5056.66 5371.24 72.11 .00 .00 2180.00 2222.00 0- ,.- 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 r 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 .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 1 r. 28SEP90 08:46:37 PAGE 11 SECNO CWSEL DIFRWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCBR STE r� * 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 * 38380.000 522.54 .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 r * 38500.000 523.28 .65 523.36 240.83 1629.29 493.30 1727.41 260.00 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 r 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 38620.000 523.28 .63 523.38 237.43 1620.68 508.25 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 4455.55 .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 0- * 42050.000 531.11 * 42050.000 530.99 * 42090.000 535.42 * 42090.000 535.26 STCHR 42170.000 535.43 ►� * 42170.000 535.36 * 44200.000 535.58 * 44200.000 535.74 * 45820.000 538.28 * 45820.000 538.79 1 28SEP90 08:46:37 PAGE 12 1 28SEP90 08:46:37 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO- SECNO CWSEL DIFRWS 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 3048.79 * 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 -.05 535.40 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 1591.00 580.00 * 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 r 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 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO- 30190.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .00 531.89 1415.18 2518.48 4168.17 1213.35 .00 .00 1788.00 1834.00 -.12 532.25 610.00 1877.33 4838.14 1184.53 610.00 1506.00 1788.00 1834.00 2116 .00 535.43 2731.84 3735.91 1115.30 3048.79 .00 .00 1788.00 1834.00 -.16 535.37 570.00 2727.21 2551.29 2621.50 570.00 1526.00 1788.00 1834.00 2096 .00 535.43 2750.86 3824.35 354.58 3721.07 .00 .00 1791.00 1810.00 -.05 535.40 1010.00 3490.76 544.25 3864.99 1010.00 1295.50 1791.00 1810.00 2305 .00 535.62 2017.58 2521.43 1145.96 4232.61 .00 .00 1740.00 1786.00 .15 535.91 580.00 3943.91 2035.79 1920.30 580.00 1473.00 1740.00 1786.00 2053 .00 539.02 1016.80 3575.89 1826.03 2498.08 .00 .00 2160.00 2187.00 .50 539.32 630.00 3489.72 1661.91 2748.37 630.00 1858.50 2160.00 2187.00 2488 PAGE 13 WARNING SECNO- 31480.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ^ WARNING SECNO= 31480.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31550.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE p- WARNING SECNO= 31550.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34730.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34730.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37100.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ^ CAUTION SECNO= 39720.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 39720.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 39720.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 39720.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SBCNO= 42050.000 42050.000 42050.000 42050.000 42050.000 42050.000 PROFILE= 1 CRITICAL DEPTH ASSUMED PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE= 2 CRITICAL DEPTH ASSUMED PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEI .� WARNING SECNO= 42090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42170.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE AC CEPTAB LE RANGE ^ 1 28SEP90 08:46:37 CAUTION SECNO= 45820.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 45820.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY PAGE 14 WARNING SECNO- 47640.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 45820.000 PROFILE- 1 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO- 45820.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47450.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACC EPT ABLE RANGE WARNING SECNO- 47450.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47670.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47670.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 48350.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1830. 5.7 495.7 495.6 .1 WARNING SECNO- 48350.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 .7 30189.000 90. 1053. 28SEP90 08:46:37 502.1 .8 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 or N'Tor APPENDIX D REVISED BASE - FLOOD PLAIN HEC -2 MODEL PM 1RR* RRRkiRR# RRRRR*!!# Rk! *wR! # #R * *R!!t! *RtwR # # #R * *wRwRkk * WATER SURFACE PROFILES * VERSION OF SEPTEMBER 1988 * ERROR: 01,02,03,04 * UPDATED: JUNE 1990 * RUN DATE 28SEP90 TIME 15:11:01 t! RltR!!!**! RR!!# Rk* RR* RlRRlkkk * *RR!!k #wRR * * *RwwRR!!RR 0— END OF BANNER 1 28SEP90 15:11:01 X x XXXXXXC XxXXX X x x x x X x x x XXX)= XXXx x X x x x X x x x x X x xX)(aooc xxxxx *! RR!# lRkRR# RRRt!** * *tRwRk #!! #s #Rkla : * * * *RRwRRkks# BEC2 RELEASE DATED SEP 88 UPDATED JUN 1990 r ERROR CORR — 01,02,03,04 MODIFICATION — .-- wwwwwRlkRR!!!!!! R! R !!!!!!!RlRww #!!R!!! #kRlk!! #RR ** PAGE 1 THIS RUN EXECUTED 28SEP90 15:11:01 T1 GRAPEVINE CREEK, COPPELL,DALLAS COUNTY,TEXAS T2 10 YEAR EXTENDED FLOOD INSURANCE STUDY REVISED BASE SHORT VERSION T3 GRAPEVINE CREEK { GREXIST)(GREXISTI.DAT) SGREXI.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 0 2 0 0 0 0 0 0 492.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 —1 Rtt* R *Rw * *wtRRRRRtwwRRtRk!! *tklRRt! * D.S. ARMY CORPS OF ENGINEERS * THE HYDROLOGIC ENGINEERING CENTS * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 *** RRRR *! * * * * * * * * * *RRRRlRRlR!!RR *!! XXXXX X. x X xxxxx XXXXx X X XXXXXX c J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38. 1. 43. 42. 39. 4. 53. 54. .— QT 6. 6700. 9400. 10500. 13400. 11300. 10500. r- NC .065 .07 .045 .1 .3 ET 4.4 r * * * * * *NOTE:SB CARD WEIR COE". CHG'D TO -2.5 TO MATCH PIS * * * * * ** STARTING WSEL'S FROM RIMLEY HORN PIS 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 r NC .065 .065 .045 r- 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 1 r 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 OR 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 1 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 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 r 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 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 0 ... r- 1400 1900 2153 2180 2208 2248 2400 2900 1900 2200 2400 2900 PAGR 3 1500 1863 2300 1400 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 1 1 1 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 r . GR 515.3 1500 515.0 1600 514.6 1700 514.2 1600 513.7 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 GR 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 GR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 r-� GR 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 GR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 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 GR 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 GR 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 GR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 1 28SEP90 15:11:01 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 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 OR 488.2 1869 468.3 1876 509.6 1920 511.4 2000 513.2 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 HT 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 1900 2153 2180 2208 2248 2400 2900 1900 2200 2400 2900 PAGR 3 1500 1863 2300 1400 PM 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 GR 517.1 2500 517.1 2600 516.8 2700 ET 8.1 1586 1797 ►� X1 31500 22 1586 1628 20 20 20 X2 518.9 1000 519.2 1100 519.5 1200 1 1300 519.3 1400 GR 518.3 1500 517.7 1547 508.9 1586 500.2 1596 499.0 1606 ET 500.5 1608 507.9 1628 508.1 1700 8.1 1666 1920 1900 Xl 31550 19 1863 1920 50 50 50 2300 522.7 2400 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 QT 6 7300 10000 11200 14200 11700 3850 r 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. 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 512.6 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 1 r 28SEP90 15:11:01 PAGE 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 GR 515 2750 511 2760 515 2775 515 2950 522 3050 GR 526 3650 530 4850 532 5500 ET 300.2 NC .015 .015 .045 D.S. FACE OF W. HOUND Z.S. 635 �-. NC .065 0.060 .045 50' U.S. H. BOUND Z.H. 635 .4 2630 515.0 2670 VALLEY SECTION BETWEEN I.H. 635 BRIDGES 2660 5400 X1 (`n' Values, channel bank stations and encroachments have been 2630. 529.2 2890. corrected through 635 by A.H.H.) .015 .015 .045 X1 38380 15 2670 2860 180 180 180 80. X3 X3 2630. 529.2 2630. 529.2 2890. 529.2 105. GR 559.4 548.5 300 531.5 1400 525.8 38620. GR 514.0 2740 511.0 2752 511.0 2772 514.0 X3 2630. 529.2 2890. 529.2 ..- BT 6. 559.5 300. 556.5 GR 524.7 2890 521.2 3800 521.2 4200 526.0 SB 1.05 1.2 -2.5 105 4 3920 p- ET 8.11 U.S. FACE OF W. BOUND I.H. 635 r . X1 38420. 40. 40. 40. X2 1. 528.7 532.8 n X3 2630. 529.2 2890. 529.2 BT 6. 559.5 300. 556.5 ST 3800. 529.2 4200. 529.2 5500. �-. NC .065 0.060 .045 50' U.S. H. BOUND Z.H. 635 .4 2630 515.0 2670 VALLEY SECTION BETWEEN I.H. 635 BRIDGES 2660 5400 X1 38500. 80. 80. 80. X3 2630. 529.2 2890. 529.2 NC .015 .015 .045 D.S. FACE OF E. BOUND I.H. 635 P^" X1 38580. 80. 80. 80. X3 2630. 529.2 2890. 529.2 SB 1.05 1.2 -2.5 105. 4. 3920. U.S. FACE OF E. BOUND I.B. 635 r- X1 38620. 40. 40. 40.. X2 1. 528.7 532.8 X3 2630. 529.2 2890. 529.2 ..- BT 6. 559.5 300. 556.5 ST 3800. 529.2 4200. 529.2 5500. 1 28SEP90 15:11:01 �-. NC .065 0.060 .045 50' U.S. H. BOUND Z.H. 635 1400. 534.3 0.1 539.5 0.3 0.4 7.5 512.2 512.2 1400. 534.3 0.1 539.5 PAGE 5 .4 2630 515.0 2670 2784 515.0 2660 5400 534.3 5500 7.5 511.0 511. 2630 2890 1400. 534.3 0.1 539.5 0.3 0.4 7.5 512.2 512.2 1400. 534.3 0.1 539.5 PAGE 5 X1 38670. 50. 50. 50. 0.1 X3 2630. 529.2 2890. 529.2 ST 405.2 PROFILE SECTION Z - SURVEY SECTION 25 r 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 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. n 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 r 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 OR 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 t� 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 ^ PROFILE SECTION CC - SURVEY SECTION 28 ^ X1 44200 28SEP90 15:11:01 1786 1800 1300 2030 PAGE 6 550.0 GR 531.8 2600 532.1 2700 532.5 2800 540.0 3800 550.0 4500 1000 ET 1100 534.3 1200 534.1 1300 533.8 570.2 GR 533.2 1500 530.8 8B 1.05 2.268 -2.5 1700 79 0 473.95 0 521.1 521.1 1768 531.9 U.S. FACE RADIO RD SECT #26 532.2 1900 .r GR 532.3 2000 532.6 2100 r 2200 532.0 2300 532.2 2400 OR 531.8 2500 532.3 2600 532.5 2700 X1 42090 533.3 2900 GR 40 40 40 3500 X2 1 527.1 529.7 7000 7900 9900 7500 7900 X3 10 ET 527.1 527 BT 2 1763 529.7 528.6 1842 529.8 528.6 X1 ET 26 2160 2187 1400 1000 1620 1010.2 ^ GR 541.7. 1000 PROFILE SECTION BB - SURVEY SECTION 27 1200 538.8 1300 538.6 1400 GR 538.2 X1 42170 28 1791 1810 80 80 80 1700 GR 538.2 1800 537.8 1900 538.2 2000 538.4 2000 533.4 2094 GR r- 533.0 2160 531.8 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 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 ^ 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 ^ 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 GR 532.3 2000 532.6 2100 532.5 2200 532.0 2300 532.2 2400 OR 531.8 2500 532.3 2600 532.5 2700 532.9 2800 533.3 2900 GR 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 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 r- 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 28SEP90 15:11:01 PAGE 7 X3 10 540.4 540.4 250 GR 544.3 50 543.6 150 542.8 ET 541.7 550 541.1 650 541.0 500.2 541.3 1100 541.3 1200 541.2 PROFILE SECTION SS - SURVEY SECTION 30 541.8 1511 538.6 1511 531.0 GR 534.0 X1 47450 26 2349 2369 1250 1350 1630 538.4 1591 541.7 GR GR 545.7 1000 544.9 1100 544.3 1200 543.6 1300 542.8 1400 ET SH 1.05 2.705 -2.5 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 GR 544.6 2800 r.. ST 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 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 Xl 47640 37 1511 1591 100 100 100 X3 10 540.4 540.4 250 GR 544.3 50 543.6 150 542.8 GR 541.7 550 541.1 650 541.0 GR 541.3 1100 541.3 1200 541.2 GR 541.8 1511 538.6 1511 531.0 GR 534.0 1537 534.5 1542 534.9 .� GR 536.4 1584 538.4 1591 541.7 GR 541.4 1800 541.5 1900 543.0 GR 544.0 2200 545.7 2300 ET SH 1.05 2.705 -2.5 66.5 540.4 540.4 250 542.5 350 542.1 450 750 540.8 850 541.2 950 1300 541.7 1400 541.7 1500 1525 530.7 1529 534.0 1535 1544 535.3 1565 535.3 1567 1591 541.4 1600 541.6 1700 2000 542.8 2012 542.4 2100 1020.2 4 416.7 1.125 534.4 534.4 r U.S. FACE COUNTY LINE RD SECT /31 X1 47670 30 30 30 X2 1 540.4 541.7 X3 10 540.4 540.4 BT 2 1511 541.8 540.4 1591 541.7 540.4 1 28SEP90 15:11:01 PAGE 8 ET 875.2 r 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 "'- 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 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 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 15:11:01 PAGE 9 SECNO DEPTH CWSEL CRIWS WSELK EG HV BL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK BLEV TIME VLOB VCH VROB XHL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 0 r.� CCHV- .100 CEHV- .300 *SBCNO 27620.000 3265 DIVIDED FLOW *SECNO 30130.000 * * * * * *NOTE:SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH FIB * * * * * ** 3301 HV CHANGED MORE THAN HVINS STARTING WSEL'S FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 17.00 492.50 .00 492.50 493.78 1.28 .00 .00 494.80 �,. 6700.0 201.6 6440.3 58.1 147.4 695.1 27.1 .0 .0 489.00 .00 1.37 9.27 2.15 .065 .045 .070 .000 475.50 1520.83 .003833 50. 50. 50. 0 0 0 .00 232.51 2007.37 r x.- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .51 r �' 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 *SECNO 30130.000 3301 HV CHANGED MORE THAN HVINS PROFILE SECTION T - SURVEY SECTION 19 r+ 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 CEEV- .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 1 28SEP90 15:11:01 PAGE 10 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 x.- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .51 r �' 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 r * SECNO 30200.000 r� 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. WSELK EG Hv 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 „-, 51.3 8.5 513.40 .10 .00 8.35 .00 .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 r� 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 WSELK EG Hv 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 31310.000 15.84 503.64 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACC EPTABL E RANGE, KRATIO - 2.01 2.00 .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 CCBV- .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 r 28SEP90 15:11:01 SECNO DEPTH CWSEL cRIws WSELK EG Hv HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE 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 PAGE 11 p- p- .002259 750. 1060. 500. 2 0 0 .00 193.59 1908.52 *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 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 r� 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 509.10 MAX ELLC= 506.10 31500.000 16.06 504.06 .00 .00 504.66 .60 .06 .00 509.10 6700.0 .0 6700.0 .0 .0 1076.9 .0 83.3 13.0 509.10 r .16 .00 6.22 .00 .000 .045 .000 .000 488.00 1797.92 .002799 20. 20. 20. 1 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 i.�. 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 28SEP90 15:11:01 PAGE 12 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV .� Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK SLEV TIME VLOB VCH VROB XNL XNCH XNR W N ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV- .100 CEHV= .300 *SECNO 34730.000 3301 HV CHANGED MORE THAN HVINS p. SPECIAL BRIDGE SB XK )=R COPQ 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 p 0- *SECNO 38420.000 CLASS A LOW FLOW 3420 BRIDGE W.S.= 520.92 BRIDGE VELOCITY- 4.20 CALCULATED CHANNEL AREA- 1740. fiGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 521.44 .02 0. 7300. 3920. 4137. 528.70 532.80 0. n- 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 U.S. PACE 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 ENCROACBMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 VALLEY SECTION BETWEEN I.H. 635 BRIDGES 36500.000 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 1 28SEP90 15:11:01 PAGE 14 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROS XNL XNCH XNR WTN ELKIN SSTA ,� SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST .- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO - .62 p- p- 34730.000 13.28 512.28 .00 6700.0 58.9 3858.4 2782.7 .26 2.33 9.87 4.02 .005331 2000. 3180. 2300. .00 513.26 .98 8.31 .16 508.90 25.3 390.7 691.4 154.9 26.8 507.90 .065 .045 .060 .000 499.00 1571.02 3 0 0 .00 305.11 1876.13 0- *SECNO 37100.000 3301 HV CHANGED MORE THAN BVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 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 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.56 3470 ENCROACB14M STATIONS- 2455.0 3065.0 TYPE- 1 TARGET- 610.000 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 4.06 2.42 .065 .045 .060 .000 510.80 2455.00 .000985 1150. 1100. 1000. 3 0 0 .00 583.02 3038.02 .� *SECNO 38380.000 472.1 6437.4 390.4 56.6 1263.7 47.3 279.3 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 .045 ELENCL- 529.20 ELENCR- 529.20 511.40 2649.52 .001912 180. 1 0 0 .00 227.58 2877.10 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 through 635 by A.H.S.) 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 1263.7 47.3 279.3 53.4 515.40 .51 6.34 5.09 8.26 .015 .045 .015 .000 511.40 2649.52 .001912 180. 180. 180. 2 0 0 .00 227.58 2877.10 PAGE 13 . r SPECIAL BRIDGE SB XR XBOR COFQ RDLEN BWC BWP BARRAIC 88 ELCHU ELCED r 1.05 1.20 -2.50 .00 105.00 4.00 3920.08.,, 7.50 511.00 511.00 r d *SECNO 38420.000 CLASS A LOW FLOW r ' 3420 BRIDGE W.S.= 520.92 BRIDGE VELOCITY- 4.20 CALCXW= CHANNEL AREA- 1740. r . EGPRS EGLWC 83 QWEIR QLOW BAREA TRAPEZOM ELLC ELTRD WEIRLN AREA .00 521.44 .02 0. 7300. 3920. 413730: 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 7=GX" 260.000 ELENCL- 529.20 ELENCR- 529.20 U.S. FACE OF W. BOUND I.H. 635 38420.000 9.45 520.95 .00 .00 521.44 .49,0 .03 .00 515.50 7300.0 464.4 6451.5 384.1 55.0 1248.6 45.55. 280.5 53.6 515.50 .51 8.44 5.17 8.36 .015 .045 .01501 .000 511.50 2649.81 .001999 40. 40. 40. 0 0 0 .00 227.04 2876.86 •-- *SECNO 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGZT4 260.000 ELENCL 529.20 ELENCR' 529.20 VALLEY SECTION BETWEEN I.H. 635 BRIDGES UDG.. 38500.000 9.30 521.10 .00 .00 521.62 .52.0 .17 .01 515.80 7300.0 450.5 6476.9 372.6 52.2 1221.3 43.52. 283.0 54.0 515.80 .51 8.64 5.30 8.56 .015 .045 .0150: .000 511.80 2650.35 M r .002169 80. 80. 80. 0 0 0 .00 226.07 2876.41 1 28SEP90 15:11:01 PAGE 14 SECNO DEPTH CWSEL CRIWS WSEL& EG HV 3ELb. HL OLOSS L -BANK ELEV - Q QLOB QCH QROB ALOB ACH AROBL,OB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR RL WTN ELMIN SSTA " SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONTRI ?. CORAR TOPWID ENDST *" SPECIAL BRIDGE SB XK XXOR COFQ RDLEN BWC BWP BARRA SJC SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 5.:.. 7.50 511.00 511.00 r•- *SECNO 38420.000 CLASS A LOW FLOW 3420 BRIDGE W.S.- 520.92 BRIDGE VELOCITY- 4.20 CALCULATED CHANNEL AREA- 1740. EGPRS EGLWC H3 QWEIR QLOW BARRA TRAPEZOPOW ELLC ELTRD WEIRLN AREA .00 521.44 .02 0. 7300. 3920. 4137.730. 528.70 532.80 0. r- 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TW45M. 0 260.000 ELENCL- 529.20 ELENCR- 529.20 U.S. FACE OF W. BOUND I.H. 635 r 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 55. 280.5 53.6 515.50 .51 8.44 5.17 8.36 .015 .045 .015 .0: .000 511.50 2649.81 T .001999 40. 40. 40. 0 0 0 .00 227.04 2876.86 .- *SECNO 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGETS.0 260.000 ELENCL- 529.20 ELENCR- 529.20 VALLEY SECTION BETWEEN I.H. 635 BRIDGES IDG... 38500.000 9.30 521.10 .00 .00 521.62 .52 .q .17 .01 515.80 7300.0 450.5 6476.9 372.5 52.2 1221.3 43.5 52..283.0 54.0 515.80 .51 8.64 5.30 8.56 .015 .045 .015 .01 .000 511.80 2650.35 �.- .002169 80. 80. 80. 0 0 0 .00 226.07 2876.41 1 28SEP90 15:11:01 SECNO DEPTH CWSEL CRIWS WSELK EG Hv SELIEL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB LOB VOL TWA R -BANK El" TIME VLOB VCR VROB XNL XNCH XNR AL WTN ELMIN SETA . .� SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT TRi?CORAR TOPWID ENDST PAGE 14 3t. P_ *SECNO 38580.000 .19 .01 3470 ENCROACM48NT STATIONS- 2630.0 2890.0 TYPE= ELENCL_ 529.20 ELENCR- 529.20 512.20 2651.25 0 .00 224.40 2875.66 D.S. FACE OF E. BOUND I.H. 635 38580.000 9.06 521.26 .00 .00 521.82 7300.0 426.6 6520.5 352.8 47.5 1174.8 .52 8.99 5.55 8.90 .015 .045 .002502 80. 80. 80. 1 0 1 TARGET- 260.000 .56 .19 .01 516.20 39.6 285.4 54.4 516.20 .015 .000 512.20 2651.25 0 .00 224.40 2875.66 SPECIAL BRIDGE SB XR XROR 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.- 521.24 BRIDGE VELOCITY- 4.78 CALCULATED CHANNEL AREA- 1526. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 521.86 .03 0. 7300. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 U.S. PACE OF R. 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- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 1 28SEP90 15:11:01 PAGE 15 .- r 50' U.S. B. BOUND I.H. 535 .- 3265 DIVIDED FLOW 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 .00 .52 2.26 6.06 2.43 .065 .045 .060 .000 512.40 2651.31 387.9 .002991 50. 50. 50. 2 0 0 .00 224.29 2875.60 .000844 1300. 1460. *SECNO 39720.000 3 0 0 .00 1109.93 2777.03 *SECNO 41950.000 �^ PROFILE SECTION Z - SURVEY SECTION 25 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 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 60.8 518.80 455.6 .57 4.33 8.10 3.53 .065 .045 .060 .000 517.00 1519.28 .000 .004984 25. 1050. 750. 2 0 0 .00 587.27 2106.55 *SECNO 41180.000 .- 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF AC CEPTABLE RANGE, KRATIO 1.70 END OF A.H.H. CHANNEL IMPROVEMENT 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 RANGE, KRATIO .44 100' D.B. RADIO RD ..- 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 '^ 1 .- 28SEP90 15:11:01 r EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN 532.00 530.65 .00 407. 4691. SECNO DEPTH CWSEL CRIWS WHELK EG HV HL OLOSS L - BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV 522.30 TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA r.� SLOPE XLOBL )MCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 42050.000 3301 HV CHANGED MORE THAN HVINS r- 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 .00 530.65 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 14.26 5.58 .065 .045 .060 .000 521.00 1763.00 .016098 100. 100. 100. 4 12 0 .00 79.00 1842.00 r v- 0-- SPECIAL BRIDGE *- SS XK XKOR COPQ RDLEN BWC 1.05 2.27 -2.50 .00 79.00 *SECNO 42090.000 3301 HV CHANGED MORE THAN HVINS BWP BARRA SS ELCHU ELCBD .00 473.95 .00 521.10 521.10 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.84 PRESSURE AND WEIR FLOW, Weir Submergence Based an OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN 532.00 530.65 .00 407. 4691. AREA 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 1003.8 431.6 501.5 426.4 102.4 523.00 PAGE 16 PM .83 1.54 6.55 1.46 .065 .045 .060 .000 521.00 912.63 .002000 40. 40. 40. 3 0 2 .00 1358.95 2271.59 p- 1 SURVEY SECTION 28 28SEP90 15:11:01 7.70 532.60 531.27 .00 PAGE 17 r 1.50 .14 526.80 5100.0 2683.8 2047.5 368.7 SECNO DEPTH CWSEL CRIWS WSELK EG HV BL OLOSS L -BANK ELEV ►' Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV .000 TIME VLOB VCR VROB XHL XNCH XNR WTN RIM IN SETA 6 SLOPE KLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 42170.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.42 PROFILE SECTION DD - SURVEY SECTION 29 �.. PROFILE SECTION BB - SURVEY SECTION 27 45820.000 6.78 538.58 42170.000 10.73 531.43 .00 .00 531.46 .03 .05 .04 522.00 533.00 5100.0 2359.3 524.4 2216.2 2420.1 188.7 1983.1 432.4 105.4 522.50 686.2 .85 .97 2.78 1.12 .065 .045 .060 .000 520.70 821.74 2.47 .000341 80. 80. 80. 2 0 0 .00 1860.59 2682.33 r� *SECNO 44200.000 r 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 2047.5 368.7 648.9 267.9 343.7 541.2 158.4 531.90 .- .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 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 .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: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.98 .003243 1400. 1620. 1000. 3 0 0 .00 1158.59 2598.59 r *SECNO 47450.000 PROFILE SECTION EE - SURVEY SECTION 30 1 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 ELEV TIME VLOS VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOSR 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 1222.2 170.7 476.1 641.1 223.3 535.40 1.17 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 *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 .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: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.98 P - 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 2344.8 675.6 785.1 648.7 228.5 541.70 1.18 .93 3.31 .87 .065 .045 .060 .000 530.70 181.41 .000679 100. 100. 100. 3 0 0 .00 1977.88 2159.29 1 28SEP90 15:11:01 PAGE 19 �^ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -HANK ELEV TIME VLOB VCH VROB XHL XNCH XNR WTN ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SS XK XKOR COFQ RDLEN HWC BWP BARBA 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 CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 3.45 PRESSURE AND WEIR FLOW, Weir Submergence Based an OGEE Shape RGPRS EGLWC S3 QWEIR QPR BARBA TRAPEZOID AREA ELLC ELTRD WEIRLN 549.64 543.44 .00 1753. 3342. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT 431 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 2537.4 653.4 229.9 541.70 .r 1.20 .46 1. .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 PM •SECNO 48350.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .56 p- 1 28SEP90 15:11:01 PAGE 20 r 50' U.S. COUNTY LINE RD PROFILE SECTION GG - SURVEY SECTION 32 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. 1 0 0 .00 2250.00 2300.00 •SECNO 48350.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .56 p- 1 28SEP90 15:11:01 PAGE 20 r r SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PROFILE SECTION GG - SURVEY SECTION 32 p- 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 p- .000222 600. 630. 300. 0 0 0 .00 1459.92 2725.51 1 28SEP90 15:11:01 PAGE 21 r� T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 50 YEAR EXTENDED FLOOD INSURANCE 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 ITRACE 2 -1 1 28SEP90 15:11:01 PAGE 22 ... SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA. R -BANK ELEV TIME VLOS VCR VROB XNL XNCH XNR WTN BT-MIN SSTA r SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r *SECNO 30190.000 3265 DIVIDED FLOW a.. 3302 WARNING: *PROF 2 KRATIO - .49 1 0 28SEP90 15:11:01 p - CCHV- .100 CEHV= .300 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL *SECNO 27620.000 L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROZ VOL TWA 3265 DIVIDED FLOW �^ TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN p- SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * * * * * *NOTE:SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH FIB * * * * * ** STARTING WSEL'S FROM KIMLEY BORN FIB 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 p- .003413 1600. 2510. 2000. 2 0 0 .00 233.99 2226.48 CCHV- .300 CEEV- .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 r *SECNO 30190.000 3265 DIVIDED FLOW a.. 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .49 1 28SEP90 15:11:01 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROZ VOL TWA R -BANK ELEV �^ TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 PAGE 23 .- .- *SECNO 30200.000 3265 DIVIDED FLOW 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 „-, *SECNO 31310.000 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 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 CEBV- .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 1 28SEP90 15:11:01 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROS ALOE ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST „-, *SECNO 31310.000 .- 31310.000 17.76 505.56 .00 .00 506.05 .50 1.94 .01 490.70 r� p- p- 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 pm *SECNO 31480.000 3265 DIVIDED FLOW p- 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 p- *SECNO 31500.000 3265 DIVIDED FLAW 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 31500.000 17.86 505.86 .00 .00 506.71 .85 .07 .00 509.10 9400.0 .0 9400.0 .0 .0 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 1 28SEP90 15:11:01 PAGE 25 r- SECNO DEPTH CWSEL CRIWS WSELK EG HV EL OLOSS L -BANK ELEV Q QLOB QCS QROB ALOE ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SETA �- SLOPE XLOBL XLCB XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST p' CCBV= .100 CEHV- .300 * SECNO 34730.000 ,.., 3301 HV CHANGED MORE THAN HVINS 0- 0- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF RANGE, KRATIO .50 38200.000 37100.000 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 v`. * SECNO 37100.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF AC CEPT ABLE RANGE, KRATIO - 1.52 38200.000 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 CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.59 3470 ENCROACHMENT STATIONS= 2455.0 3065.0 TYPE= 1 TARGET= 610.000 38200.000 11.31 522.11 .00 .00 522.24 .12 1.61 .02 514.80 r.� 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 1 28SEP90 15:11:01 PAGE 26 SECNO DEPTH CWSEL CRIWS WSHLK EG HV HL OLOSS L -BANK ELEV ^ Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV T TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCS XaABR ITRIAL IDC *SECNO 38380.000 3301 HV CHANGED MORE THAN HVINS XNR WTN ELMIN SSTA ICONT COME TOPWID ENDST 1" 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO - .69 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 PM r 2630.0 2890.0 TYPE - ELENCL- 529.20 HLENCR- 529.20 76.7 ELENCL- 529.20 ELENCR- 529.20 .000 r' 38420.000 10.51 522.01 .00 .00 522.69 10000.0 D.S. FACE OF W. BOUND I.H. 635 640.3 78.6 1450.6 .47 9.85 5.92 9.76 .015 .045 (In' Values, channel bank stations and encroachments have been 0 0 corrected through 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 SE XR X&OR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 *SECNO 38420.000 CLASS A Low FLOW 3420 BRIDGE W.S.- 521.97 BRIDGE VELOCITY- 4.98 CALCULATED CHANNEL AREA- 2010. EGPRS EGLWC 93 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN ... AREA .00 522.69 .03 0. 10000. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE - ELENCL- 529.20 HLENCR- 529.20 76.7 515.50 U.S. FACE OF W. BOUND I.S. 635 .000 r' 38420.000 10.51 522.01 .00 .00 522.69 10000.0 774.2 8585.5 640.3 78.6 1450.6 .47 9.85 5.92 9.76 .015 .045 ,^ .002148 40. 40. 40. 0 0 1 TARGET- 260.000 .68 .04 .00 515.50 65.6 376.2 76.7 515.50 .015 .000 511.50 2645.88 0 .00 234.27 2880.14 .- •• 1 28SEP90 15:11:01 PAGE 27 P^ SECNO DEPTH CWSEL CRZWS WHELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA r SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r *SECNO 38500.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 VALLEY SECTION BETWEEN Z.H. 635 BRIDGES u-• �- 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- 2630.0 2890.0 TYPE- 1 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. 1 0 0 .00 231.75 2879.00 .� SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 *SECNO 38620.000 CLASS A LOW FLOW 3420 BRIDGE W.S.- 522.31 BRIDGE VELOCITY- 5.59 CALCULATED CHANNEL AREA- 1788. ... EGPRS EGLWC H3 QWEIR QLOW BARER 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 ELENCR- 529.20 1 28SEP90 15:11:01 PAM 28 U.S. FACE OF E. HOUND 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 0- .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 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET= 260.000 ELENCL- 529.20 ELENCR- 529.20 p- 0- .- *SECNO 41180.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO 1.49 END OF A.H.H. CHANNEL IMPROVEMENT DATA 50' U.S. E. HOUND 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 SECTION 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 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO 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 r� .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 r 3265 DIVIDED FLOW 1 28SEP90 15:11:01 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV r.� Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCS XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .42 523.00 .79 2.20 9.41 2.06 100' D.S. RADIO RD .045 .060 .000 521.00 923.18 .� .004190 100. 100. 100. 20 r� 0 .00 1324.66 2247.84 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 ASSUMED r� 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 r SPECIAL BRIDGE SB XK XXOR, COFQ RDLEN BWC BWP EAREA SS ELCHU ELCHD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 PAGE 29 r� EGPRS EGLWC H3 QWEIR QPR BARRA TRAPEZOID ELLC ELTRD WEIRLN AREA 538.57 531.81 .00 2116. 4883. 474. 474. 527.10 529.70 79. U.S. FACE RADIO RD SECT #26 * SECNO 42090.000 13.61 534.61 .00 .00 534.63 .02 3301 HV CHANGED MORE THAN HVINS .00 522.30 7000.0 3278.9 1173.5 r 4882.2 598.9 3965.1 581.6 153.3 523.00 .80 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 6.02 .065 .045 .060 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape 537.82 .000116 40. 40. 40. 1 0 2 .00 2545.08 3082.90 * SECNO 42170.000 1 28SEP90 15:11:01 PAGE 30 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV r.- Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN El-KIN SETA SLOPE XLOBL XLCH MORE, ITRLAL IDC ICONT CORAR TOPWID ENDST r� EGPRS EGLWC H3 QWEIR QPR BARRA TRAPEZOID ELLC ELTRD WEIRLN AREA 538.57 531.81 .00 2116. 4883. 474. 474. 527.10 529.70 79. 0 r U.S. FACE RADIO RD SECT #26 42090.000 13.61 534.61 .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 .67 1.96 .64 .065 .045 .060 .000 521.00 537.82 .000116 40. 40. 40. 1 0 2 .00 2545.08 3082.90 * SECNO 42170.000 0 r PROFILE SECTION BE - SURVEY SECTION 27 r 42170.000 13.93 534.63 .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 .000 520.70 526.43 .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 *SECNO 47450.000 ^ 3301 RV CHANGED MORE THAN HVINS ^ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.79 p- PROFILE SECTION BE - 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 PAGE 31 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 rr *SECNO 45820.000 3265 DIVIDED FLOW r' 1 28SEP90 15:11:01 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r 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 6.19 537.99 537.99 .00 536.83 .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 5.74 11.53 4.47 .065 .045 .060 .000 531.80 1591.98 .012359 1400. 1620. 1000. 20 14 0 .00 797.75 2544.53 *SECNO 47450.000 ^ 3301 RV CHANGED MORE THAN HVINS ^ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.79 p- PROFILE SECTION BE - 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 PAGE 31 .- D.S. FACE COUNTY LINE RD, PROFILE SECTION PF - SURVEY SECTION 31 47640.000 13.09 543.79 .00 .00 543.88 .001593 1250. 1630. 1350. 4 0 0 .00 1374.03 2694.01 711.0 *SECNO 47540.000 1053.8 311.2 541.70 1.31 1.12 3.65 1.07 .065 .045 3265 DIVIDED FLOW .000 530.70 122.70 ^- .000771 100. 100. 100. 2 0 100' D.S. COUNTY LINE RD 2064.24 2186.94 SPECIAL BRIDGE SB Xr, XKOR COFQ RDLEN BWC BWP BARRA 47540.000 12.29 543.49 .00 .00 543.74 .26 .13 .04 542.30 416.70 7000.0 2668.3 3560.5 771.2 1875.7 645.3 585.2 1044.9 306.6 542.20 a 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 ... 1 28SEP90 15:11:01 PAGE 32 r SECNO DEPTH CWSEL CRIWS WSELR EG EV 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 r.� SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF AC CEPTABLE RANGE, KNATIO - 1.61 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 4.54 D.S. FACE COUNTY LINE RD, PROFILE SECTION PF - SURVEY SECTION 31 47640.000 13.09 543.79 .00 .00 543.88 .09 .12 .02 541.80 7000.0 3291.6 2591.6 1116.8 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 Xr, XKOR COFQ RDLEN BWC BWP BARRA SS ELCHU ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 *SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 3.53 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 4.54 .- PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape r- EGPRS EGLWC B3 QWEIR QPR BARRA TRAPEZOID ELLC ELTRD WEIRLN AREA 555.64 543.88 .01 2956. 4086. 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 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 .060 .000 530.70 50.00 .000037 30. 30. 30. 0 0 2 .00 2250.00 2300.00 *SECNO 47720.000 r 3280 CROSS SECTION 47720.00 EXTENDED 3.23 FEET 1 .- 28SEP90 15:11:01 PAGE 33 50' U.S. COUNTY LINE 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. 1 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 1 28SEP90 15:11:01 PAGE 34 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 100 YEAR EXTENDED FLOOD INSURANCE STUDY .- PAGE 35 ^ *SECNO 30190.000 T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ r+ 0 4 0 0 0 0 0 0 495.60 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 -1 1 28SEP90 15:11:01 ^ SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 3 0 CCHV- .100 CEHV= .300 *SECNO 27620.000 * * * * * *NOTE:SB CARD WEIR COEFF. CEG'D TO -2.5 TO MATCH FIS * * * * * ** STARTING WSEL'S FROM KIMLEY HORN FIS UPDATE MAY 1990 r- 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 ^ *SECNO 30189.000 3301 HV CHANGED MORE THAN HVINS ^ 30189.000 15.34 502.14 .00 .00 503.88 1.73 .27 .31 513.30 10500.0 .0 10500.0 .0 .0 993.8 .0 83.8 16.8 513.40 .08 .00 10.57 .00 .000 .045 .000 .000 486.80 2153.92 ^ .005140 59. 59. 59. 2 0 0 .00 98.13 2252.05 PAGE 35 ^ *SECNO 30190.000 .- 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 3265 DIVIDED FLOW PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- r� R.R. 30190.000 15.17 501.97 .00 .00 504.07 2.09 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .49 10500.0 .0 10500.0 r .0 904.8 .0 83.8 16.8 513.40 .08 .00 11.61 .00 1 .045 .000 .000 486.80 2154.04 .021370 1. 1. 1. 28SEP90 15:11:01 0 .00 90.75 2251.79 *SECNO 30200.000 PAGE 36 3265 DIVIDED FLOW SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 513.30 MAX Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV r.. TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA .0 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- 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 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 30200.000 15.60 502.40 .00 .00 504.32 1.92 .20 .05 513.30 10500.0 .0 10500.0 .0 .0 943.6 .0 84.0 16.9 513.40 .08 .00 11.13 .00 .000 .045 .000 .000 486.80 2154.00 .019316 10. 10. 10. 2 0 0 .00 91.46 2252.46 *SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.18 30201.000 16.18 502.98 .00 .00 504.46 1.48 .01 .13 513.30 r� 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 p- CCHV- .100 CEHV- .300 ►� *SECNO 30250.000 3301 EV CHANGED !LORE THAN HVINS 30250.000 20.22 504.02 .00 .00 504.68 .66 .14 .08 492.40 r.� 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 r 1 28SEP90 15:11:01 PAGE 37 SECNO DEPTH CWSEL CRIWS WSELK EG EV HL OLOSS L -BANK ELEV Q QLOB QCE QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOSR 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 31480.000 3301 HV CHANGED MORE THAN BVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .52 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 18.44 506.44 .00 .00 507.45 1.01 .65 .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 0- 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 BV CHANGED MORE THAN HVINS r *SECNO 37100.000 3265 DIVIDED FLOW PAGE 38 r- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.29 1 28SEP90 15:11:01 r.•. SECNO DEPTH CWSEL CRIWS WS ELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ET-MIN SSTA SLOPE XLOBL XLCH 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 CCHV- .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 DIVIDED FLOW PAGE 38 r- .- W_ r� 3301 HV CHANGED MORE THAN HVINS .060 .000 510.80 2455.00 .000999 1150. 1100. 1000. 3 0 0 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO 1.59 37100.000 14.42 520.72 .00 .00 521.06 .34 6.18 .07 510.40 HV 11200.0 5015.8 1180.7 5003.5 1319.3 149.4 1140.1 326.5 70.3 508.70 R -BANK ELEV .34 3.80 7.90 4.39 .065 .045 .060 .000 506.30 1935.44 r .002478 1250. 2370. 1650. 3 0 0 .00 709.87 2840.02 *SECNO 38200.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACC EPTABLE RANGE, 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO 1.58 TARGET- 260.000 r.. 3470 ENCROACHMENT STATIONS= 2455.0 3065.0 TYPE- 1 TARGET- 610.000 D.S. FACE OF W. BOUND I.S. 635 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 r .25 .18 515.40 11200.0 932.7 9496.0 771.3 90.2 1539.0 75.3 419.9 88.3 W_ r� .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 1 28SEP90 15:11:01 PAGE 39 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNNR WTH ELMIN SETA 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 ACC EPTABLE RANGE, KRATIO .68 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.S. 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 0 .00 237.43 2881.58 r 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 r U.S. FACE OF W. BOUND I.H. 635 r 38420.000 SPECIAL BRIDGE 522.41 .00 .00 523.18 .76 .05 .00 515.50 11200.0 923.5 9512.8 763.7 88.5 SB XK XKOR COFQ RDLEN BWC BWP BARRA SS ELCHU ELCHD 10.43 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 511.00 511.00 511.50 2644.40 .002225 40. 40. 40. 0 0 * SECNO 38420.000 .00 236.98 2881.38 CLASS A LOW FLOW r' 3420 BRIDGE W.S.- 522.36 BRIDGE VELOCITY- 5.30 CALCULATED CHANNEL AREA- 2115. EGPRS EGLWC H3 QWEIR QLOW BARRA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 523.18 .04 0. 11200. 3920. 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 r U.S. FACE OF W. BOUND I.H. 635 r 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 1 28SEP90 15:11:01 SECNO r- DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCS XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 38500.000 r 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 r.. VALLEY SECTION BETWEEN 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 PAGE 40 p- .45 10.62 6.35 10.51 .015 .045 .015 .000 511.80 2644.86 .002359 60. 80. 80. 0 0 0 .00 236.14 2880.99 •SECNO 38580.000 516.30 11200.0 863.6 9622.2 714.2 78.0 1445.9 65.1 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET- 260.000 6.65 10.97 .015 ELENCL- 529.20 ELENCR- 529.20 .000 512.30 2645.97 .002727 40. 40. 40. D.S. FACE OF E. BOUND I.H. 635 0 0 .00 234.10 2880.07 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 r� SE, XR XROR COFQ RDLEN BWC BWP BARE& 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. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 523.65 .05 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 1 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- 1 TARGET- 260.000 OLOSS 39720.000 ELENCL- 529.20 ELENCR- 529.20 .28 2.49 .05 519.00 11200.0 4657.5 857.0 5685.5 1168.9 50' U.S. E. BOUND I.H. 635 1566.3 464.3 96.8 518.80 .51 3.98 7.61 r� .045 .060 .000 517.00 1246.12 �. .003377 25. 1050. 750. 2 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 I- *SECNO 41180.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.44 PROFILE SECTION Z - SURVEY SECTION 25 CRIWS WSELK EG HV HL OLOSS 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: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.44 1 �-- 28SEP90 15:11:01 SECNO END OF A.H.H. CHANNEL IMPROVEMENT DATA CRIWS WSELK EG HV HL OLOSS '. 41180.000 9.28 528.68 .00 .00 528.74 .06 2.38 .02 521.20 7900.0 4633.3 532.4 2734.2 3291.1 137.7 1252.0 586.8 144.7 521.20 .73 1.41 3.87 2.16 .065 .045 .060 .000 519.40 850.12 .000811 1300. 1460. 1600. 3 0 0 .00 2042.24 2892.37 1 �-- 28SEP90 15:11:01 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 42 *SECNO 41950.000 m.J 3265 DIVIDED FLOW SPECIAL BRIDGE ^ SB XK XXOR COFQ RDLEN BWC 1.05 2.27 -2.50 .00 79.00 *SECNO 42090.000 3301 HV CHANGED MORE THAN MRS BWP BAREA SS ELCHU ELCHD .00 473.95 .00 521.10 521.10 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 7.02 1 28SEP90 15:11:01 ^ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO .41 QROB ALOB ACE AROB VOL TWA R -BANK ELEV ^ TIME VLOB VCR VROB 100' D.S. RADIO RD XNCH XNR WTH ELMIN SSTA SLOPE XLOBL 41950.000 8.86 529.66 .00 .00 530.10 .44 1.25 .11 522.10 r" 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 TRIALS ATTEMPTED WSEL,CWSEL r 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 XK XXOR COFQ RDLEN BWC 1.05 2.27 -2.50 .00 79.00 *SECNO 42090.000 3301 HV CHANGED MORE THAN MRS BWP BAREA SS ELCHU ELCHD .00 473.95 .00 521.10 521.10 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 7.02 1 28SEP90 15:11:01 ^ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV ^ TIME VLOB VCR VROB XNL XNCH XNR WTH ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICOkqT CORAR TOPWID ENDST PAGE 43 P. PRESSURE AND WEIR FLOW, Weir Submergence Based an OGEE Shape P- EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 540.88 531.99 .00 2650. 5252. 474. 474. 527.10 529.70 79. U.S. FACE RADIO RD SECT 426 42090.000 14.41 535.41 .00 .00 535.42 .01 3.52 .00 522.30 7900.0 3735.6 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. 1 0 2 .00 2729.63 3188.36 *SECNO 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 3824.4 355.1 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 CHANGE 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 1600. 2030. 1300. 2 0 0 .00 2016.08 3062.81 *SECNO 45820.000 1 28SEP90 15:11:01 PAGE 44 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV r Q QLOB QCH QROB ALOB ACE AROB VOL. TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST .- ^ 3265 DIVIDED FLOW 3301 HV CHANGED MORE TEAM BVINS PROFILE SECTION BE - SURVEY SECTION 30 47450.000 11.53 543.63 .00 .00 543.77 .14 3685 20 TRIALS ATTEMPTED WSEL,CWSEL .06 535.80 7900.0 4663.7 1151.0 2085.4 2390.9 3693 PROBABLE MINIMUM SPECIFIC ENERGY 819.6 1210.2 342.4 535.40 1.33 1.95 5.91 3720 CRITICAL DEPTH ASSUMED .065 .045 .060 .000 532.10 1295.12 PROFILE SECTION DD - SURVEY SECTION 29 1250. 1630. 1350. 7 0 0 .00 1417.08 2712.20 * SECNO 47540.000 45820.000 6.49 538.29 538.29 .00 539.02 .73 1.50 .21 533.00 7900.0 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 CHANGED MORE THAN BVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO - 2.58 PAGE 45 PROFILE SECTION BE - 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 1 28SEP90 15:11:01 ^ SECNO DEPTH CWSEL CRIWS WSELX EG EV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE ARCH VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA ^ SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 45 .- 0- A *SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 50' U.S. COUNTY LINE RD x.- 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 PAGE 46 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 .00 7900.0 3829.5 2740.3 1330.2 3206.7 725.9 1154.7 1225.0 349.5 541.70 541.70 1.35 1.19 3.78 1.15 .065 .045 .060 .000 530.70 96.08 .000033 .000804 100. 100. 100. 2 0 0 .00 2102.51 2198.59 3280 CROSS SECTION 47720.00 EXTENDED 4.00 FEET SPECIAL BRIDGE 1 BB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCBD r= 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 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BARBA TRAPEZOID ELLC ELTRD WEIRLN 559.07 544.07 .01 3534. 4368. 417. AREA 416. 540.40 541.70 80. 50' U.S. COUNTY LINE RD x.- 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 PAGE 46 U.S. FACE COUNTY LINE RD SECT 431 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 1 28SEP90 15:11:01 50' U.S. COUNTY LINE RD x.- 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 PAGE 46 on .000038 50. 50. 50. 1 0 0 .00 2250.00 2300.00 r- r^ *SECNO 48350.000 3280 CROSS SECTION 48350.00 EXTENDED .91 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .59 PROFILE SECTION GG - SURVEY SECTION 32 r� 48350.000 13.21 546.51 .00 .00 548.63 .02 .03 .01 543.40 7900.0 2427.0 3164.2 2308.7 4032.8 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 1 28SEP90 15:11:01 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 500 YEAR EXTENDED FLOOD INSURANCE STUDY T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STET METRIC HVINS Q WSEL FQ 0 5 0 0 0 0 0 0 499.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIN ITRACE 15 -1 1 28SEP90 15:11:01 SECNO DEPTH CWSEL CRIWS WSELK EG Hv HL OLOSS L -BANK ELEV �,. Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID MIDST *PROF 4 0 PAGE 47 PAGE 48 CCHV- .100 CEHVm .300 *SECNO 27620.000 ►� * * * * * *NOTE:SB CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH FIS * * * * * ** STARTING WSEL'S FROM KING= HORN PIS UPDATE MAY 1990 27620.000 24.00 499.50 .00 499.50 499.75 .25 .00 .00 494.80 13400.0 6677.9 6215.2 506.9 3192.1 1152.5 294.2 .0 .0 489.00 .00 2.09 5.39 1.72 .065 .045 .070 .000 475.50 1350.00 .� 3265 DIVIDED FLAW .000719 50. 50. 50. 0 0 0 .00 727.23 2077.23 *SECNO 30130.000 3301 BV 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 1600. 2510. 2000. 3 0 0 .00 222.30 2221.89 CCHV- .300 CEHV- .500 *SECNO 30189.000 �..� 3301 BV 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 1 ,.. 28SEP90 15:11:01 PAGE 49 SECNO DEPTH CWSEL CRIWS WHELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCB QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRLAL IDC ICONT CORAR TOPWID ENDST .� 3265 DIVIDED FLAW 0- •- 3301 HV CHANGED MORE THAN BVINS �. 3302 WARNING CONVEYANCE CHANGE OUTSIDE OF AC CEPT ABLE RANGE, KRATIO .48 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 r PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. r� 30190.000 14.57 501.37 13400.0 .0 13400.0 .05 .00 15.75 .040232 1. 1. *SECNO 30200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS .00 .00 505.22 .0 .0 851.0 .00 .000 .045 1. 2 0 3.85 .02 .40 513.30 .0 130.6 19.2 513.40 .000 .000 486.80 2154.95 0 .00 88.90 2250.85 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 r- 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. 30. 10. 5 0 0 .00 92.73 2253.73 *SECNO 30201.000 3301 HV CHANGED MORE THAN RVINS 28SEP90 15:11:01 SECNO DEPTH CWSEL CRIWS WSELK EG BV BL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCB VROB XNL XNCH XNR WTH ELMIN SETA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 50 pm .001942 49. 49. 49. 3 0 0 .00 439.15 2350.86 r� *SECNO 31310.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.32 31310.000 19.87 507.67 .00 30201.000 17.38 504.18 .00 .00 506.12 1.94 .01 .22 513.30 .0 13400.0 .0 13400.0 .0 .0 1197.6 .0 130.9 19.2 513.40 487.80 .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 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, r' *SECNO 30250.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 509.10 MAX ELLC- 506.10 3301 HV CHANGED MORE THAN MRS PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 1 r- 28SEP90 15:11:01 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ERATIO 1.58 SECNO DEPTH CWSEL CRIWS WSELR EG 30250.000 21.97 505.77 .00 .00 506.40 .62 .14 .13 492.40 VOL 13400.0 6943.2 6049.8 407.0 1664.3 728.9 235.6 133.0 19.5 502.00 SETA .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 r� *SECNO 31310.000 31310.000 19.87 507.67 .00 .00 508.13 .45 1.71 .02 490.70 13400.0 8629.1 4770.9 .0 2183.2 653.3 .0 184.3 27.9 509.20 .10 3.95 7.30 .00 .065 .045 .000 .000 487.80 1374.36 .001983 750. 1060. 500. 2 0 0 .00 542.50 1916.85 �- *SECNO 31480.000 3301 BV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ERATIO .39 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 509.10 MAX ELLC- 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 1 r- 28SEP90 15:11:01 PAGE 51 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACS AROB VOL TWA R -BANE ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMZN SETA ,� SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 31550.000 21.25 509.45 .00 .00 509.72 .27 .14 .14 491.10 13400.0 9131.2 4268.8 .0 31480.000 19.54 507.54 .00 .00 509.18 1.65 .70 .36 509.10 .065 13400.0 .0 13400.0 .0 .0 1300.9 .0 192.4 29.2 509.10 0 .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 3301 BV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACC EPTA BLE RANGE, KRATIO .45 34730.000 15.48 514.48 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC- 506.10 5.66 .27 508.90 13400.0 233.9 ' 5732.4 31500.000 19.80 507.80 .00 .00 509.45 1.65 .26 .00 509.10 5.26 13400.0 .0 13400.0 .0 .0 1300.9 .0 193.0 29.3 509.10 5 .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 PAGE 52 .� SECNO DEPTH CWSEL CRIWS WSELK EG HV HL * SECNO 31550.000 L -BANK ELEV 3301 HV CHANGED MORE THAN HVINS r 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 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 CCHV- .100 CEHV- .300 * SECNO 34730.000 r� 3301 BV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACC EPTA BLE 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 3.39 11.87 5.26 .065 .045 .060 .000 499.00 1561.29 .005805 2000. 3180. 2300. 5 0 0 .00 475.68 2036.96 1 28SEP90 15:11:01 PAGE 52 .� SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV s- Q QLOB QCS QROB ALOB ACS AROB VOL TWA R -BANK ELEV TIME VLOB VCS VROB XNL XNCS XNR 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 p- p- .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 *SECNO 38380.000 3301 SV CHANGED MORE THAN SVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 TARGET= 260.000 ELENCL= 529.20 RIMCR= 529.20 D.S. FACE OF W. BOUND I.S. 635 (`n' Values, channel bank stations and encroachments have been 1 28SEP90 15:11:01 PAGE 53 3301 EV CHANGED MORE THAN BVINS 3302 WARNING: CONVEYANCE CHANGE 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 *SECNO 38200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.52 r� 3470 ENCROACHMENT STATIONS= 2455.0 3065.0 TYPE= 1 TARGET= 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 p- p- .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 *SECNO 38380.000 3301 SV CHANGED MORE THAN SVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 TARGET= 260.000 ELENCL= 529.20 RIMCR= 529.20 D.S. FACE OF W. BOUND I.S. 635 (`n' Values, channel bank stations and encroachments have been 1 28SEP90 15:11:01 PAGE 53 pm .� corrected through 635 by A.H.H.) TARGET- 260.000 ELENCL- 529.20 ELENCR- 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 0- SPECIAL BRIDGE �. SB XK XROR COPQ RDLEN BWC BWP BAREA SS ELCHU ELCED 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 PLOW 3420 BRIDGE W.S.- 523.14 BRIDGE VELOCITY- 6.09 CALCULATED CHANNEL AREA- 2331. EGPRS EGLWC H3 QWEIR QLOW BARER TRAPEZOID ELLC ELTRD WEIRLN AREA ^, .00 524.22 .05 0. 14200. 3920. 4137. 528.70 532.80 0. r-� 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 �^ U.S. PACE OF W. BOUND I.H. 635 VALLEY SECTION BETWEEN I.H. 635 BRIDGES 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- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 VALLEY SECTION BETWEEN I.H. 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. 1 0 0 .00 241.73 2883.54 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 *SECNO 38580.000 r` 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 1 28SEP90 15:11:01 PAGE 54 r� SECNO DEPTH CWSEL CRIWS WSELK EG HV EL OLOSS L -RANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VC8 VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCB XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r ELENCL- 529.20 RLENCR- 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 1615.8 84.3 564.1 109.0 516.20 .42 12.42 7.37 12.30 .015 .045 .015 .000 512.20 2642.65 .002885 80. 80. 80. 2 0 0 .00 240.18 2882.83 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BARRA SS ELCHU ELCBD 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.- 523.55 BRIDGE VELOCITY- 6.72 CALCULATED CHANNEL AREA- 2112. EGPRS EGLWC 33 QWSIR QLOW BARRA TRAPEZOID HLLC ELTRD WEIRLN .00 524.75 .07 0. 14200. 3920. AREA 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 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 * SECNO 39720.000 3280 CROSS SECTION 39720.00 EXTENDED .54 FEET 3301 HV CHANGED MORE THAN HVINS * SECNO 38670.000 SURVEY SECTION 25 39720.000 10.03 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 2.25 .08 ELENCL- 529.20 ELENCR- 529.20 5897.3 894.5 7408.2 1808.0 125.3 2186.1 609.2 119.3 518.80 .48 3.26 7.14 3.39 .065 .045 .060 50' U.S. E. BOUND I.H. 635 517.00 1000.00 .002578 25. 1050. 750. 2 1 0 .00 1534.11 2534.11 * SECNO 41180.000 28SEP90 15:11:01 END OF A.H.H. PAGE 55 ►" SECNO DEPTH CWSEL CRIWS WSELK HG EV HL OLOSS L -BANK ELEV .00 Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV 3178.8 TIME VLOB VCR VROH XNL XNCH XNR WTN ELM IN SETA 3.91 SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1300. 38670.000 11.49 523.89 .00 .00 524.92 1.03 .16 .01 516.40 14200.0 335.4 13564.2 300.4 104.0 1636.6 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 3280 CROSS SECTION 39720.00 EXTENDED .54 FEET 3301 HV CHANGED MORE THAN HVINS !�- * SECNO 41950.000 PROFILE SECTION 2 - SURVEY SECTION 25 39720.000 10.03 527.03 .00 .00 527.25 .21 2.25 .08 519.00 14200.0 5897.3 894.5 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 A 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .41 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BARRA SS ELCHU ELCBD 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, XRATIO - 9.51 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BARRA TRAPEZOID ELLC ELTRD WEIRLN A AREA 546.79 532.34 .00 3928. 6026. 474. 474. 527.10 529.70 79. 100' D.S. RADIO RD A 41950.000 9.40 530.20 .00 .00 530.59 .40 1.18 .10 522.10 9900.0 4090.8 1511.7 4297.5 1214.1 163.5 1008.1 845.2 210.7 522.60 .74 3.37 9.25 4.26 .065 .045 .060 .000 520.80 944.35 A .004570 770. 770. 770. 2 0 0 .00 1331.38 2275.72 r" 1 28SEP90 15:11:01 PAGE 56 A 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 VROH XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST A •SECNO 42050.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY r 3720 CRITICAL DEPTH ASSUMED D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 rte- 42050.000 10.42 531.42 531.42 .00 532.24 .81 .46 .12 522.30 9900.0 3503.4 4626.7 1769.9 1397.0 451.7 739.3 851.0 214.1 523.00 .75 2.51 10.24 2.39 .065 .045 .060 .000 521.00 864.07 A .004607 100. 100. 100. 20 8 0 .00 1610.40 2474.47 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BARRA SS ELCHU ELCBD 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, XRATIO - 9.51 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BARRA TRAPEZOID ELLC ELTRD WEIRLN A AREA 546.79 532.34 .00 3928. 6026. 474. 474. 527.10 529.70 79. Moog.:. r *SECNO 42170.000 1 28SEP90 15:11:01 PROFILE SECTION BE - SURVEY SECTION 27 .23 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 680.1 1549.8 3693 PROBABLE MINIMUM SPECIFIC ENERGY r 42170.000 16.42 537.12 r 537.12 .00 .00 .00 522.00 9900.0 4808.0 354.3 4737.7 9425.4 296.7 U.S. FACE RADIO RD SECT #26 892.1 222.0 522.50 .81 .51 1.19 .52 .065 .045 p- 42090.000 16.11 537.11 .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 .76 .57 1.46 .55 .065 .045 .060 .000 521.00 288.36 r" .000051 40. 40. 40. 0 0 2 .00 3127.16 3415.52 r *SECNO 42170.000 1 28SEP90 15:11:01 PROFILE SECTION BE - SURVEY SECTION 27 .23 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 680.1 1549.8 3693 PROBABLE MINIMUM SPECIFIC ENERGY r 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 n+ .000034 80. 80. 80. 2 0 0 .00 3135.25 3423.73 *SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 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 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 HV CHANGED MORE THAN HVINS .76 .23 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 680.1 1549.8 3693 PROBABLE MINIMUM SPECIFIC ENERGY 533.10 .060 3720 CRITICAL DEPTH ASSUMED 531.80 1407.61 PROFILE SECTION DD - SURVEY SECTION 29 .00 45820.000 6.77 538.57 538.57 .00 539.37 r� 9900.0 4535.2 2078.4 3286.4 898.2 168.3 1.25 5.05 12.35 4.83 .065 .045 .012447 1400. 1620. 1000. 20 11 .80 .76 .23 533.00 680.1 1549.8 360.0 533.10 .060 .000 531.80 1407.61 0 .00 1151.67 2597.23 PAGE 57 *SECNO 47450.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RAATIO 2.73 PROFILE SECTION EE - SURVEY SECTION 30 1 28SEP90 15:11:01 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. 1630. 1350. 6 0 0 .00 1529.11 2755.77 *SECNO 47540.000 .00 2174.65 2224.65 100' 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 30. 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 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 PAGE 58 SPECIAL BRIDGE ►- 5227 DOWNSTREAM ELEV IS 541.53 , NOT 544.42 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) OM SB XK XKOR COFQ RDLEN BWC BWP BARE& 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 CHANGE OUTSIDE OF-ACCEPTABLE RANGE, KRATIO - 5.71 PRESSURE AND WEIR FLOW, Weir Submergence Based an OGEE Shape 550.34 .00 5.83 .00 r 1 ^.. 9900.0 5980.7 1167.9 2751.3 12497.9 1235.1 5579.9 1664.3 408.6 541.70 28SEP90 15:11:01 .065 .045 .060 .000 530.70 50.00 PAGE 59 30. 30. 30. 0 0 3 .00 2250.00 2300.00 ^ *SECNO 47720.000 SECNO DEPTH CWSEL CRIWS WSELR EG BV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELM IN SSTA r SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COME TOPWID ENDST EGPRS EGLWC H3 QWEIR QPR BARRA 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 1167.9 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, RRATIO - .62 r- 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 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 0- .m 1 28SEP90 15:11:01 BEC2 RELEAS DATED SEP 88 UPDATED JUN 1990 r ERROR CORR - 01,02,03,04 MODIFICATION - PAGE 60 THIS RUN EXECUTED 28SEP90 15:11:36 NOTE - ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS 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 r- * 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 r-. ! 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 9600.00 486.80 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 28SEP90 15:11:01 0- SECNO 31310.000 31310.000 31310.000 31310.000 31480.000 31480.000 31480.000 * 31480.000 31500.000 31500.000 31500.000 31500.000 31550.000 31550.000 * 31550.000 * 31550.000 * 34730.000 * 34730.000 * 34730.000 * 34730.000 * 37100.000 * 37100.000 * 37100.000 * 37100.000 * 38200.000 * 38200.000 * 38200.000 * 38200.000 38380.000 * 38380.000 ►- * 38380.000 CWSEL 503.64 505.56 506.15 507.67 503.99 505.78 506.44 507.54 504.06 505.86 506.60 507.80 504.34 506.46 507.48 509.45 512.28 513.47 513.73 514.48 519.16 520.26 520.72 521.63 520.95 522.11 522.55 523.47 520.93 521.98 522.38 4 6700.00 9400.00 10500.00 13400.00 6700.00 9400.00 10500.00 13400.00 6700.00 9400.00 10500.00 13400.00 6700.00 9400.00 10500.00 13400.00 6700.00 9400.00 10500.00 13400.00 7300.00 10000.00 11200.00 14200.00 7300.00 10000.00 11200.00 14200.00 7300.00 10000.00 11200.00 ELMIN XLCH 487.80 1060.00 487.80 1060.00 487.80 1060.00 487.80 1060.00 488.00 170.00 488.00 170.00 488.00 170.00 488.00 170.00 488.00 20.00 488.00 20.00 488.00 20.00 488.00 20.00 488.20 50.00 488.20 50.00 488.20 50.00 488.20 50.00 499.00 3180.00 499.00 3180.00 499.00 3180.00 499.00 3180.00 506.30 2370.00 506.30 2370.00 506.30 2370.00 506.30 2370.00 510.80 1100.00 510.80 1100.00 510.80 1100.00 510.80 1100.00 511.40 180.00 511.40 180.00 511.40 180.00 TOPWID 193.59 382.20 419.11 542.50 105.46 111.73 118.84 119.32 105.70 112.34 118.91 119.43 200.95 411.72 513.78 606.32 305.11 405.78 436.58 475.68 398.62 539.63 709.87 1094.85 583.02 610.00 610.00 610.00 227.58 234.75 237.43 SSTA ENDST 1714.93 1908.52 1530.27 1912.47 1494.60 1913.71 1374.36 1916.85 1798.04 1909.49 1796.45 1914.18 1796.16 1915.00 1795.68 1915.00 1797.92 1909.62 1796.41 1914.75 1796.09 1915.00 1795.57 1915.00 1708.18 1909.14 1501.81 1913.53 1401.85 1915.62 1313.37 1919.69 1571.02 1876.13 1565.74 1971.52 1564.62 2001.20 1561.29 2036.96 2004.27 2402.89 1956.34 2804.65 1935.44 2840.02 1700.00 2918.11 2455.00 3038.02 2455.00 3065.00 2455.00 3065.00 2455.00 3065.00 2649.52 2877.10 2645.62 2880.36 2644.15 2881.58 PAGE 61 * 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 r.� 38420.000 523.22 14200.00 511.50 40.00 242.47 2641.41 2883.88 W+ 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 60.00 236.14 2644.86 2880.99 38500.000 523.41 14200.00 511.80 80.00 241.73 2641.81 2883.54 28SEP90 15:11:01 PAGE 62 SECNO CWSEL Q ELMIN XLCB 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 it 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 1663.93 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 • 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 1 28SEP90 15:11:01 PAGE 63 .� SECNO CWSEL Q ELKIN XLCH TOPWID SSTA MOST 45820.000 * 42050.000 531.09 7900.00 521.00 100.00 1397.97 900.63 2298.60 537.99 * 42050.000 531.42 9900.00 521.00 100.00 1610.40 864.07 2474.47 7900.00 531.80 1620.00 1021.63 1476.73 2572.10 * 45620.000 538.57 9900.00 531.80 * 42090.000 530.98 5100.00 521.00 40.00 1358.95 912.63 2271.59 1630.00 * 42090.000 534.61 7000.00 521.00 40.00 2545.08 537.82 3082.90 1374.03 * 42090.000 535.41 7900.00 521.00 40.00 2729.63 458.73 3188.36 1295.12 * 42090.000 537.11 9900.00 521.00 40.00 3127.16 288.36 3415.52 2755.77 * 42170.000 531.43 5100.00 520.70 80.00 1860.59 821.74 2682.33 47540.000 42170.000 534.63 7000.00 520.70 80.00 2573.19 526.43 3099.61 47540.000 543.69 42170.000 535.42 7900.00 520.70 80.00 2748.75 453.67 3202.42 544.18 9900.00 42170.000 537.12 9900.00 520.70 80.00 3135.25 288.48 3423.73 5100.00 530.70 100.00 1977.88 181.41 2159.29 * 47640.000 543.79 7000.00 • 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 1 28SEP90 15:11:01 PAGE 63 .� SECNO CWSEL Q ELKIN XLCH TOPWID SSTA MOST 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 * 45820.000 538.29 7900.00 531.80 1620.00 1021.63 1476.73 2572.10 * 45620.000 538.57 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 * 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 * 48350.000 547.85 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 1 28SEP90 15:11:01 r SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 30130.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= ^ WARNING SECNO= ^, WARNING SECNO= WARNING SECNO= 30190.000 30190.000 30190.000 30190.000 30201.000 30201.000 30201.000 30201.000 30250.000 31480.000 31480.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE AC CEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31550.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACC EPTABLE RANGE WARNING SECNO= 31550.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= 34730.000 34730.000 34730.000 34730.000 37100.000 37100.000 37100.000 37100.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE AC CEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 64 WARNING SECNO= 38200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ^ WARNING SECNO= 38200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ._ WARNING SECNO= 38200.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACC EPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 42050.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE= 2 CRITICAL DEPTH ASSUMED 1 28SEP90 15:11:01 r^ CAUTION SECNO= 42050.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= a CAUTION SECNO= CAUTION SECNO= 42050.000 42050.000 42050.000 42050.000 42050.000 42050.000 PROFILE= 3 CRITICAL DEPTH ASSUMED PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE= 4 CRITICAL DEPTH ASSUMED PROFILE- 4 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 42090.000 PROFILE= 1 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 AC CEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42170.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r` WARNING SECNO= 44200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE- 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 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 PAGE 65 WARNING SECNO= 47670.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 45820.000 PROFILE= 4 CRITICAL DEPTH ASSUMED PROFILE= CAUTION SECNO= 45820.000 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY 3 CAUTION SECNO= 45820.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL HYDRAULIC JUMP D.S. WARNING SECNO= 47450.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= WARNING SECNO= 47450.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 48350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= WARNING SECNO= 47450.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 WARNING SECNO= 47540.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE AC CEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47670.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47670.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCE PTABLE 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 ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r P_ APPENDIX E REVISED BASE - FLOODWAY HEC -2 MODEL * WATER SURFACE PROFILES * VERSION OF SEPTEMBER 1988 * ERROR: 01,02,03,04 * UPDATED: JUNE 1990 * RUN DATE 28SEPSO TIME 12:45:35 1� END OF BANNER 1 28SEP90 12:45:35 X x )OO(XXXX xxxxx xxxxx x x x x x x x X x x x x )DOOOQOC xxxX x XXXXX xxxxx X x x x x X x x x x x X x )ODD[XXX XXXXX xxxxxx ( *RRtRRRfffff RfRR !!RRlR *RRlf lRRRR *!/ * U.S. ARMY CORPS OF ENGINEERS * THE HYDROLOGIC ENGINEERING CENTS * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 1* R: *RRRwR :RwR : lRlR *1RRi! * * *!wwlt PAGE 1 I RRRwwR** w** R f *w * *tiw * * *RRR * *! * : *iR * *1 *s *w * ** BEC2 R ELEAS E DATED SEP 88 UPDATED JUN 1990 ERROR CORR — 01,02,03,04 MODIFICATION — � T1 GRAPEVINE CREEK, COPPELL,DALLAS COUNTY, PIS 100 YEAR FREQUENCE T2 EXTENDED FLOOD INSURANCE STUDY (ET RUN) MAY 1987 MODIFIED 9/7/89 T3 GRAPEVINE CREEK ( GRENC) SGRENCI REVISED FLOODWAY J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 4 J2 NPROF IPLOT PRFVS XSECV XSECS FN ALLDC IBW THIS RUN EXECUTED 28SEP90 12:45:35 WSEL FQ 495.60 CHNIM ITRACE J3 V ARIABLE CODES FOR SUMMARY PRINTOUT 110 200 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10. -10. 1.6 1400 1300 .3 .5 1600 r- ,^ ET 1800 493.0 1900 1965 474.4 1970 QT 6 6700 9400 10500 13400 11300 10500 NC .065 .07 .045 .1 .3 516.5 1200 ET GR 515.3 1500 515.0 1600 514.6 4.4 514.2 STARTING WSEL IS FROM EXISTING PIS MODEL 513.4 2000 513.2 SS CARD WEIR COEFF. CHG'D TO -2.5 TO MATCH EXISTING PIS 510.2 X1 27620 32 1926 1992 50 50 50 GR 509.5 1000 506.7 1100 503.0 1200 498.8 GR 495.1 1422 492.3 1443 491.4 1500 489.0 GR 491.6 1713 492.2 1731 492.0 1746 493.3 �- GR 493.2 1926 476.6 1955 474.6 1960 473.9 GR 477.7 1978 479.3 1988 487.4 1992 489.2 GR 499.1 2100 499.0 2200 502.2 2300 504.8 GR 506.8 2600 508.4 2700 X1 30190 58 NC .065 .065 .045 1 HT 2 2138 513.3 PROFILE SECTION T - SURVEY SECTION 19 513.4 510.4 X1 30130 20 2180 2222 1600 2000 2510 ..- OR 512.8 1500 513.0 1600 512.1 1700 510.0 GR 501.8 2000 500.8 2066 495.7 2100 492.4 OR 483.8 2207 484.8 2212 502.0 2222 504.4 GR 510.9 2500 511.4 2600 512.2 2700 512.5 1 28SEP90 12:45:35 NC 1.6 1400 1300 .3 .5 1600 491.5 ,^ ET 1800 493.0 1900 1965 474.4 1970 90.2 X1 30189 42 2138 2263 59 59 59 OR 517.3 1000 516.9 1100 516.5 1200 516.2 GR 515.3 1500 515.0 1600 514.6 1700 514.2 GR 513.4 2000 513.2 2100 513.3 2138 510.2 GR 502.0 2154 494.1 2166 494.1 2167 492.5 GR 491.5 2181 487.2 2194 487.2 2195 486.8 "- GR 487.1 2221 487.1 2222 494.5 2234 494.5 GR 500.2 2249 507.2 2260 510.4 2263 513.4 GR 514.0 2500 514.4 2600 514.5 2700 514.7 �. GR 515.4 3000 515.6 3100 ET 90.21 PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. X1 30190 58 2138 2263 1 1 1 HT 2 2138 513.3 510.2 2263 513.4 510.4 PAGE 2 1300 1.6 1400 1300 497.0 1400 1600 491.5 1700 1800 493.0 1900 1965 474.4 1970 2000 495.2 2026 2400 506.2 2500 PAGE 2 1300 -0.1 1400 1800 506.3 1900 2180 484.5 2200 2300 507.1 2400 2800 513.1 2900 PAGE 2 1300 515.8 1400 1800 513.7 1900 2138 503.9 2153 2173 491.5 2180 2207 486.8 2208 2235 500.2 2248 2263 513.7 2400 2800 515.1 2900 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 .� OR 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 0 - 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 BT 90.2 X1 30201 42 2138 2263 1 1 1 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 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 1 ^' 28SEP90 12:45:35 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 GR 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 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. .• X1 31480 33 1795 1915 170 170 170 8.1 1666 �.- BT 2 1795 509.1 506.1 1915 509.1 506.1 50 50 GR 517.3 1000 516.7 1100 515.3 1200 512.9 1300 510.3 GR 508.5 1500 508.1 1600 508.4 1700 509.1 1795 504.5 GR 495.2 1816 493.3 1826 506.1 1826 506.1 1829 493.3 GR 488.7 1845 488.0 1849 491.1 1884 506.1 1884 506.1 GR 491.1 1887 494.6 1889 505.6 1913 505.9 1915 509.1 GR 511.1 2000 513.1 2100 514.9 2200 516.1 2300 516.6 GR 517.1 2500 517.1 2600 516.8 2700 �. ET X1 31500 20 20 20 1797 ffi 34730 22 1586 1628 2000 2300 1 P- p- 0- 1400 1797 1829 1887 1915 2400 1500 1863 2100 1400 1606 1900 2400 PAGE 4 1865 2227 2352 2800 3300 2580 3050 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 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 GR 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 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 GR 518.3 1500 517.7 1547 508.9 1586 500.2 1596 499.0 GR 500.5 1608 507.9 1628 508.1 1700 510.3 1800 512.9 GR 513.7 2000 515.8 2100 518.6 2200 521.0 2300 522.7 GR 523.8 2500 525.2 2600 QT 6 7300 10000 11200 14200 11700 3850 ET 8.1 2206 2306. �.. 1 288EP90 12:45:35 r� X1 37100 25 2227 2238 1250 1650 2370 GR 521.6 1700 521.5 1730 521.4 1760 521.3 1800 521.9 GR 522.2 1889 521.5 1900 519.3 2000 515.9 2100 510.4 GR 506.9 2229 506.3 2236 508.7 2238 512.6 2300 517.9 GR 519.1 2400 521.0 2500 522.0 2600 520.4 2700 520.2 GR 521.5 2900 522.2 3000 523.4 3100 524.0 3200 523.9 r 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 GR 515 2750 511 2760 515 2775 515 2950 522 GR 526 3650 530 4850 532 5500 NC .015 .015 .045 1400 1797 1829 1887 1915 2400 1500 1863 2100 1400 1606 1900 2400 PAGE 4 1865 2227 2352 2800 3300 2580 3050 .- ET 300.2 •- 1.05 1.2 D.S. FACE OF W. BOUND I.H. 635 4. 3920. 7.5 512.2 512.2 BT 6. 559.5 (`n' Values, channel bank stations and encroachments have been BT 3800. 529.2 4200. corrected through 635 by A.H.H.) 40. 5500. 534.3 X2 p- X1 38380 15 2670 2860 180 180 180 38500. X3 80. 2630. 529.2 2890. 529.2 529.2 GR 559.4 548.5 300 531.5 1400 525.8 GR 514.0 2740 511.0 2752 511.0 2772 514.0 GR 524.7 2890 521.2 3800 521.2 4200 526.0 SB 1.05 1.2 -2.5 105 4 3920 1 ET 8.11 28SEP90 12:45:35 U.S. FACE OF W. BOUND Z.H. 635 X1 38420. 40. 40. 40. X2 1. 528.7 532.8 r- X3 2630. - 529.2 2890. 529.2 r- r�- .4 2630 515.0 2784 515.0 5400 534.3 7.5 511.0 2630 2890. 2670 2860 5500 511. 0.1 PAGE 5 SB 1.05 1.2 -2.5 105. 4. 3920. 7.5 512.2 512.2 BT 6. 559.5 300. 556.5 1400. 539.5 X1 BT 3800. 529.2 4200. 529.2 40. 5500. 534.3 X2 VALLEY SECTION BETWEEN I.H. 635 BRIDGES .,� X1 38500. 80. 80. 80. 0.3 BT X3 2630. 529.2 2890. 529.2 . BT NC .015 .015 .045 529.2 5500. 534.3 ' NC .065 0.060 D.S. FACE OF E. BOUND I.H. 635 �- X1 38580. 80. 80. 80. 0.4 X3 2630. 529.2 2890. 529.2 1 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 r 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. S. 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. 526.7 2400. 526.9 2500. GR 527.3 2600. 528. 2700. 528.6 2800. QT 6. 5100. 7000. 7900. 9900. 6200. 7900. r� ET 600.2 END OF A.H.H. CHANNEL IMPROVEMENT DATA r X1 41180. 16. 2536. 2552. 1300. 1600. 1460. GR 532. 430. 527.5 1000. 528.2 1740. 525. 2264. 523. 2420. OR 521.2 2536. 519.4 2542. 519.4 2546. 521.2 2552. 522. 2612. 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 GR 530.6 2500 530.8 2600 540.0 3700 550.0 4400 1 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 ET X3 10 600 532.0 800 1300 580.2 1400 PROFILE SECTION GR 540.0 0 538.0 200 536.0 400 534.0 1786 GR 530.2 1000 530.1 1100 530.3 1200 530.1 546.0 GR 529.8 1500 529.6 1600 529.7 1700 529.7 1200 GR 523.5 1771 522.3 1788 521.0 1793 521.5 .� GR 523.0 1834 527.0 1842 529.8 1842 529.5 GR GR 529.9 2100 530.7 2200 531.1 2300 531.2 531.8 GR 531.8 2600 532.1 2700 532.5 2800 540.0 m. ET 3500 1 570.2 SB 1.05 2.268 -2.5 79 0 473.95 U.S. FACE RADIO RD SECT #26 X1 42090 40 40 40 �,. X2 1 527.1 529.7 X3 10 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 GR 529.5 1000 529.4 1100 529.4 1200 528.6 GR 529.4 1500 529.7 1600 527.9 1700 524.5 GR 521.7 1797 520.7 1800 521.7 1808 522.5 GR 528.2 2000 529.7 2100 529.8 2200 530.2 GR 530.6 2500 530.8 2600 540.0 3800 ET 527 400 600 532.0 800 1300 580.2 1400 PROFILE SECTION CC - SURVEY SECTION 28 1763 1819 522.1 X1 44200 32 1740 1786 1800 1300 2030 GR 550.0 600 548.0 650 546.0 700 544.0 GR 535.9 1000 535.2 1100 534.3 1200 534.1 GR 533.2 1500 530.8 1600 528.8 1644 527.7 GR 524.9 1757 525.4 1768 531.9 1786 531.9 GR 532.3 2000 532.6 2100 532.5 2200 532.0 GR 531.8 2500 532.3 2600 532.5 2700 532.9 GR 533.5 3000 550.0 3500 1 28SEP90 12:45:35 527.1 527 400 600 532.0 800 1300 530.0 1400 1763 527.1 1763 1819 522.1 1826 1900 529.3 2000 2400 531.5 2500 3800 550.0 4500 0 521.1 521.1 527.1 527 300 536.0 400 1300 529.4 1400 1713 522.0 1791 1810 525.8 1900 2300 530.4 2500 750 542.0 800 1300 533.8 1400 1700 526.8 1740 1800 532.2 1900 2300 532.2 2400 2800 533.3 2900 PAGE 7 QT 6 5100 7000 7900 9900 7500 7900 ET 630.2 D.S. PROFILE SECTION DD - SURVEY SECTION 29 - SURVEY SECTION 31 X1 r 37 1511 1591 100 100 100 X3 10 X1 45820 26 2160 2187 1400 1000 1620 GR 544.3 50 543.6 GR 541.7 1000 540.7 1100 539.6 1200 538.8 1300 538.6 1400 r .. GR 538.2 1500 538.8 1548 538.7 1562 537.8 1600 537.7 1700 541.2 GR 538.2 1800 537.8 1900 538.2 2000 538.4 2000 533.4 2094 1525 GR 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 535.3 GR 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 1600 GR 540.0 2800 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 ET GR 544.0 2200 545.7 2300 500.2 PROFILE SECTION EE - SURVEY SECTION 30 X1 47450 26 2349 2369 1250 1350 1630 GR 545.7 1000 544.9 1100 544.3 1200 543.6 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 GR 544.6 2800 r.� 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 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 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 p- 1 28SEP90 12:45:35 PAGE 8 ••. ET 1020.2 BB 1.05 2.705 -2.5 66.5 4 416.7 1.125 534.4 534.4 T2 EXTENDED FLOOD INSURANCE STUDY (ET RUN) MAY 1987 T3 GRAPEVINE CREEK J1 ICHECX INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 7 495.72 ^ 450 950 1500 1535 1591 1900 2300 1400 1900 2200 2451 2900 PAGE 9 U.S. FACE COUNTY LINE RD SECT 431 X1 47670 30 30 30 X2 1 540.4 541.7 "^ X3 10 540.4 540.4 BT 2 1511 541.8 540.4 1591 541.7 540.4 ET 875.2 50' U.S. COUNTY LINE RD r. Xi 47720 35 1511 1591 50 50 50 .3 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 ^ GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 GR 534.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 ^ GR 541.7 1591 541.4 1600 541.6 1700 541.4 1800 541.5 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 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 GR 544.1 1500 544.5 1600 544.1 1700 544.2 1800 544.0 GR 543.9 2000 544.2 2100 543.4 2130 537.9 2154 535.4 GR 537.7 2257 539.1 2300 539.6 2400 539.6 2423 543.2 GR 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 1 ^ 28SEP90 12:45:35 �- T1 GRAPEVINE CREEX, COPPELL, DALLAS COUNTY, TEXAS PIS 100 YEAR DISCHARGE T2 EXTENDED FLOOD INSURANCE STUDY (ET RUN) MAY 1987 T3 GRAPEVINE CREEK J1 ICHECX INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 7 495.72 ^ 450 950 1500 1535 1591 1900 2300 1400 1900 2200 2451 2900 PAGE 9 Oft J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBw CHNIM ITRACE 1 28SEP90 12:45:35 9- BEC2 RELEAS DATED SEP 88 UPDATED JUN 1990 ERROR CORR - 01,02,03,04 MODIFICATION - PAGE 10 THIS RUN EXECUTED 28SEP90 12:45:51 NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK SUMMARY PRINTOUT TABLE 110 P_ SECNO CWSEL DIFKWS EG TOPWID QLOB QCB QROB PERENC 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 P_ 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 28SEP90 12:45:35 PAGE 11 SECNO CWSEL DIFRWS RG TOPWID QLOB QCH QROB PERENC STENCL STCEL 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 2660.00 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 .27 523.36 236.65 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 r^- 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 r ' * 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 28SEP90 12:45:35 PAGE 12 r�- SECNO CWSEL DIFRWS EG TOPWID QLOB QCH QROB PERENC STENCL STCBL 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 3675.79 986.88 .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 * 47640.000 543.98 .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 1988 • 48350.000 548.61 .00 548.63 1865.67 2427.02 3164.27 2308.71 .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 12:45:35 PAGE 13 SUMMARY OF ERRORS AND SPECIAL NOTES _ WARNING SECNO- 30190.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31480.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE �. WARNING SECNO= 31480.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31550.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31550.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE rr 42050.000 PROFILE= 1 CRITICAL DEPTH ASSUMED WARNING SECNO= 34730.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34730.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37100.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 39720.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 42050.000 PROFILE= 1 CRITICAL DEPTH ASSUMED ' ^ CAUTION SECNO= 42050.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 42050.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 42090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42170.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= WARNING SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= WARNING SECNO= 44200.000 44200.000 45820.000 45820.000 45820.000 45820.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CRITICAL DEPTH ASSUMED PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47450.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE � 1 28SEP90 12:45:35 PAGE 14 WARNING SECNO- 47450.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .� WARNING SECNO- 47670.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47670.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE p- WARNING SECNO- 48350.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r-+ WARNING SECNO- 48350.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 28SEP90 12:45:35 PAGE 15 FLOODWAY DATA, GRAPEVINE CREEK PROFILE NO. 2 - - - - - -- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION NEAR 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 38380.000 243. 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. 4.9 538.8 538.3 .5 47450.000 500. 2145. 3.7 544.2 543.6 .6 47540.000 650. 2032. 3.9 544.3 543.7 .6 p.. 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 r.. s APPENDIX F IMPROVED CONDITIONS FLOOD PLAIN HEC -2 MODEL lrrrrrrrrrrr: r + +• + +rrrrrr + + + ++ +rr + + +rtr ++ * * +* r HEC -2 WATER SURFACE PROFILES r + + Version 4.6.0; February 1991 ^r + r RUN DATE 30SEP91 TIME 09:31:28 +++ r+ rr+ rrrrr ++++rr + + + + + ++ + + + + +rr♦r• + + + + +rrr 0- 30SEP91 09:31:28 rttt rr +r * *rrrtrrrrrrrrttrrrrr *rrrrrrr * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 rrrrrrt: rrrrrrrrrr+rrrr+rrrrrrrr +r + +rrr PAGE 1 .� THIS RUN EXECUTED 30SEP91 09:31s28 . r+ rrr+ rarrr,rrrr►►rr * *rr +r rrrrrrrrr +r HEC -2 WATER SURFACE PROFILES s— Version 4.6.0; February 1991 rrrrrt +r *rr * * *r +r +rrrrr rrtr + *t * *r *rtr '1 GRAPEVINE CREEK, COPPELL,DALLAS COUNTY,TEXAS- ACTUAL EXISTING CONDITIONS T2 10 YEAR F.I.S. MODEL WITH IMPROVED C HANNEL FROM SW TO 635 + FREEPORT _'3 GRAPEVINE CREEK (GRACTUAL.DAT) SGRACTB.DAT SHORT VERSION J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 2 0 0 0 0 0 0 492.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 1 -1 3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 38 43. 1. 26. 4. - QT 6. 6700. 9400. 10500. 13400. 11300. 10500. C .065 .07 .045 .1 .3 X X XXXXXXX XXXXX XXXXX X X X X x X x X x Y X X XXXXXXX XXX X XXXXX XXXXX X X x x x x X X x X x X X XXxxxxx xxxxX XXXXXXX FQ ITRACE PM ;T p- 4.4 * * ** *NOTE: SB CARD WEIR COEFF. CHG TO -2.5 TO MATCH PIS * * * * * * * * ** ^.. STARTING WSEL FROM RIMLEY HORN PIS 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 R 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 IR 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 ^R 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 ;R 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 GR 506.8 2600 508.4 2700 0- C .065 .065 .045 p- PROFILE SECTION T - SURVEY SECTION 19 1 30130 20 2180 2222 1600 2000 2510 -0.1 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 P' 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 0 30SEP91 09:31:28 PAGE 2 1C .3 .5 ET 90.2 30189 42 2138 2263 59 59 59 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 ,qR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 it 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 .iR 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 R 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 T 90.21 p... PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. el 30190 58 2138 2263 1 1 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 R 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 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 OM 3R 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 P-GR 487.2 2195 486.8 2207 510.4 2207 510.4 2208 486.8 2208 3R 487.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 GR 530.4 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 dl 30201 42 2138 2263 1 1 1 3R 513.7 2400 514.0 2500 514.4 2600 514.5 2700 514.7 2800 0- r.. ;R 515.1 2900 515.4 3000 515.6 3100 ^;T 90.21 ;1 30200 10 10 10 X2 1 r .T 90.2 dl 30201 42 2138 2263 1 1 1 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 p- ;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 ^SR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 iR 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 ,.QR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 ;R 515.4 3000 515.6 3100 p- 30SEP91 09:31:28 PAGE 3 -, 1C .1 .3 :T 8.1 2067 2222 X1 30250 20 2180 2222 49 49 49 ,SR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 ;R 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 T 8.1 1734 1920 X1 31310 19 1863 1920 750 500 1060 -0.4 ^ R 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 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 ,„GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 1 31480 33 1795 1915 170 170 170 BT 2 1795 509.1 506.1 1915 509.1 506.1 ' 517.3 1000 516.7 1100 515.3 1200 512.9 1300 510.3 1400 P" 32740. 13. 1000. 1293.5 990. 990. 990. ;R 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 ■'-R 488.7 1845 488.0 1849 491.1 1884 506.1 1884 506.1 1887 ;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 ...PR 517.1 2500 517.1 2600 516.8 2700 498.3 1093. 499.3 1101. cl 31500 1128. 497.6 1142. 20 20 20 1182. 499.5 1197. X2 499.6 1207. 497.7 1216. 495. 1226. 1 1237. 498.9 1244. pp 498.9 1268. 512.93 1310. 513.73 1324. 516.53 1351. M 8.1 1666 1920 X1 31550 19 1863 1920 50 50 50 P-GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 r iR 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 m. IC .065 .06 .045 .1 .3 HALFF ASSOC. SURV. SECN. AA X1 31750 10. 1000. 1268. 180. 220. 200. ,QR 509.6 1000. 492.74 1071. 492.34 1150. 490.54 1158. iR 489.94 1189. 488.64 1192. 489.34 1196. 493.04 1203. p- HALFF ASSOC. SURV. SECN. 88 30SEP91 09:31:28 490.74 1173. 513.06 1268. PAGE 4 O �C1 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. SECN. CC :1 34045 19. 1000. 1351. 1305. 1305. 1305. GR 518.5 1000. 499.9 1069. 499.3 1081. 498.3 1093. 499.3 1101. ..GR 499.3 1128. 497.6 1142. 493.1 1162. 496.1 1182. 499.5 1197. ;R 499.6 1207. 497.7 1216. 495. 1226. 497.8 1237. 498.9 1244. GR 498.9 1268. 512.93 1310. 513.73 1324. 516.53 1351. r^ HALFF ASSOC. SURV. SECN. DD �1 34330. 16. 1000. 1334. 285. 285. 285. 0" 512.8 1300. 514.1 1302. 520.3 1302. STA. 37550. �.. HALFF ASSOC. 3R 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. ,.,PR 500.37 1202. 502.27 1225. 502.57 1271. 514.63 1313. 515.53 1326. 3R 517.83 1334. 35770. 14. 1000. 1316. 200. 200. 200. 0.8 GR r� 1000. 505.81 1057. 504.01 1083. 501.71 1093. 499.01 1100. P-4R 502.11 1108. 504.71 1114. 504.31 BALFF ASSOC. SURV. SECN. EE 503.41 1189. 504.71 1204. 507.01 1258. X1 34870. 10. 1000. 1332. 540. 540. 540. - 30SEP91 "`3R 519.25 1000. 501.96 1066. 502.36 1144. 501.76 1148. 501.26 1158. 3R 501.76 1166. 502.76 1175. 502.06 1262. 518.85 1316. 520.25 1332. r� HALFF ASSOC. SURV. SECN. FF MOVED 120 TO D.S. FACE FREEPORT PKWY. X1 35450. 13. 1002. 1302. 580. 580. 580. IT 2. 1000. 521.5 515.8 1302. 520.3 514.1 ;R 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. p- P-CR 512.8 1300. 514.1 1302. 520.3 1302. STA. 37550. �.. HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY. X1 35970. 10. 1000. 1264.9 200. 200. 200. Cl 1131. 503.2 .040 A 35570. I 1131. 501.2 .040 120. 120. 120. .:2 1000. 510.31 1071. 509.11 1096.4 504.51 1116.4 499.41 1131.4 GR 505.01 1144.4 507.51 1.0 �T 6. 7300 10000 11200 14200 17000 11200 :1 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. P-4R 502.11 1108. 504.71 1114. 504.31 1159. 503.71 1168. 503.61 1174. iR 503.41 1189. 504.71 1204. 507.01 1258. 522.01 1316. 1 - 30SEP91 09:31:28 PAGE 5 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NAT. CHANNEL) -- -- APPROX. NEAR OLD COE STA. 37550. �.. BEGIN IMPROVED CHANNEL X1 35970. 10. 1000. 1264.9 200. 200. 200. Cl 1131. 503.2 .040 3. 3. -180. I 1131. 501.2 .040 4. 4. 20. -R 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 C .3 .5 36070.36140 MOVED 701 D.S. "� HALFF ASSOC. SURV. SECN. •A• (1/29/85) BAF Pam p- BOTTOM OF 6.5• DROP STRUCTURE r-Yl 38232. 12. 12. 12. :I -1. 504.0 0.015 0.01 0.01 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5 DROP STRUCTURE, END CONCRETE 30SEP91 09:31:28 PAGE 6 R1 EXTENDED FROM CITY TOPO. 3. 3. 'I -1. 510.5 0.015 0.01 0.01 X3 �jl 36070. 14. 1128. 1204. 130. 60. 100. :l 38255. :I 1166. 503.42 .040 3. 3. -120. 1006.5 525. 1156.5 525. 1:I 1166. 501.42 .040 4. 4. 20. GR 520.5 1000. 518.1 1078. 514.8 1096. 512.9 1113. 512.7 1128. r- ;R 505.6 1142. 501. 1166. 504.7 1193. 513.8 1204. 514.3 1228. :R 516.3 1258. 516.6 1264. 520. 1300. 522. 1450. p- HALFF ASSOC. SURV. SECN. •B' (1/29/85) BAF .41 36360. 9. 1125. 1162. 290. 290. 290. :I 1145. 504.00 .035 3. 3. -120. .:I 1145. 502.00 .035 4. 4. 20. GR 522.0 1000. 517.4 1093. 513.4 1125. 504.4 1135. 501.4 1145. p- ;R 504.4 1159. 511.7 1162. 514.5 1196. 517.6 1245. NC 0.05 0.050 0.015 BEGIN CONCRETE LINING 11 38220. 8. 1056. 1107. 40. 40. 40. 0.4 CI -1. 504.00 .015 .01 .01 -100. .sl .01 ;R 522.4 1000. 514.0 1056. 504.1 1065. 502.0 1082. 504.1 1098. vR 514.4 1107. 516.7 1207. 520. 1250. r p- BOTTOM OF 6.5• DROP STRUCTURE r-Yl 38232. 12. 12. 12. :I -1. 504.0 0.015 0.01 0.01 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5 DROP STRUCTURE, END CONCRETE 30SEP91 09:31:28 PAGE 6 R1 38235. 3. 3. 3. 'I -1. 510.5 0.015 0.01 0.01 X3 1021.5 525. 1141.5 525. CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. :l 38255. 20. 20. 20. I -1. 510.5 0.035 3. 3. -90. X3 1006.5 525. 1156.5 525. ON APPROXIMATE CITY LIMIT OF COPPELL Al 38315. 8. 2670. 2860. 60. 60. 60. 'I -1. 510.5 0.035 10. 30. -45. GR 525.8 2630. 515. 2670. 514. 2740. 510.5 2752. 510.5 2772. GR 514. 2784. 515. 2860. 524.7 2890. 0- C .015 .015 .045 .1 .3 P"' D.S. FACE OF W. BOUND I.H. 635 (`n• Values, channel stations and encroachments have been corrected through 635 by A.H.H.) r :1 38380 15 2670 2860 65 65 65 CI .01 X3 2630. 529.2 2890. 529.2 r R 559.4 548.5 300 531.5 1400 525.8 R 514.0 2740 511.0 2752 511.0 2772 514.0 GR 524.7 2890 521.2 3800 521.2 4200 526.0 r B 1.05 1.2 -2.5 105 4 3920 � U.S. FACE OF W. BOUND I.H. 635 a1 38420. 40. 40. 40. X2 1. 528.7 532.8 0. 3 2630. 529.2 2890. 529.2 -T 6. 559.5 300. 556.5 BT 3800. 529.2 4200. 529.2 5500. r VALLEY SECTION BETWEEN I.H. 635 BRIDGES :1 38500. 80. 80. ^ 2630. 529.2 2890. r. IC .015 .015 .045 30SEP91 09:31:28 D.S. FACE OF E. BOUND I.H. 635 .:1 38580. 80. 80. 80. X3 2630. 529.2 2890. 529.2 B 1.05 1.2 -2.5 105. 4. 3920. U -S. FACE OF E. BOUND Z.H. 635 .4 2630 515.0 2784 515.0 5400 534.3 7.5 511.0 0.1 1400. 539.5 534.3 0.3 80. 529.2 2670 2860 5500 511. PAGE 7 0.4 7.5 512.2 512.2 r 39720. 23. 1713. 1726. 25. 750. X1 38620. ""R 526.5 40. 40. 40. Pdt2 1200. 1. 528.7 532.8 525.7 1500. 3 1600. 519.3 2630. 529.2 2890. 529.2 BT 6. 559.5 1726. 300. 556.5 522.4 BT 3800. 529.2 4200. 529.2 2200. 5500. r 526.7 2400. �R 527.3 2600. 528. _fC .065 0.060 .045 522.0 1791 QT 6. r 7000. 50• U.S. E. BOUND Z.H. 635 6200. 7900. 1810 Xl 38670. 1 50. 50. 50. vwX3 :T 2630. 529.2 2890. 529.2 ET 09:31:28 600.2 405.2 0- DATA PAGE g �;R 528.2 A 41180. 16. 2536. PROFILE SECTION Z - SURVEY SECTION 25 1600. 1460. 0.1 1400. 539.5 534.3 X1 39720. 23. 1713. 1726. 25. 750. 1050. ""R 526.5 1000. 526.3 1100. 526.2 1200. 525.9 1300. ;R 525.7 1500. 519.5 1600. 519.3 1700. 519. 1713. GR 517. 1723. 518.8 1726. 521.4 1800. 522.4 1900. f.R 524.4 2100. 526. 2200. 526.4 2300. 526.7 2400. �R 527.3 2600. 528. 2700. 528.6 2800. 522.0 1791 QT 6. 5100. 7000. 7900. 9900. 6200. 7900. 1810 525.8 1900 1 :T 30SEP91 09:31:28 600.2 END OF A.H.H. CHANNEL IMPROVEMENT DATA PAGE g �;R 528.2 A 41180. 16. 2536. 2552. 1300. 1600. 1460. 2400 GR 532. 430. 527.5 1000. 528.2 1740. 525. 2264. W .OR 521.2 2536. 519.4 2542. 519.4 2546. 521.2 2552. iR 525. 2754. 526. 2759. 528. 2781. 529. 2944. %;R 530. 3444. :T 510.2 0.1 525.7 1400. 517.1 1715. 522.5 2000. 526.9 2500. 523. 2420. 522. 2612. 530. 3096. 100' D.S. RADIO RD :1 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 ..WR 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 1400 iR 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 1 30SEP91 09:31:28 PAGE g �;R 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2400 PM ;R 530.6 2500 530.8 2600 540.0 3700 550.0 4400 ,JT 610.2 D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 p- :1 42050 35 1788 1834 100 100 100 :3 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 ;R 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 ;R 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 T 570.2 :B 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 ,J2 1 527.1 529.7 :3 10 527.1 527 dT 2 1763 529.7 528.6 1842 529.8 528.6 r++ 'T 1010.2 PROFILE SECTION BB - SURVEY SECTION 27 :l 42170 28 1791 1810 80 80 80 GR 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 ;R 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 nR 530.6 2500 530.8 2600 540.0 3800 E T 580.2 PROFILE SECTION CC - SURVEY SECTION 28 44200 32 1740 1786 1800 1300 2030 ^ X1 r- R 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 r-. R 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 GR 531.8 2500 532.3 2600 532.5 2700 532.9 2800 533.3 2900 ' 533.5 3000 550.0 3500 p- r.. ""�R 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 30SEP91 09:31:28 PAGE 9 p- OT 6 5100 7000 7900 9900 7500 7900 :T 630.2 PROFILE SECTION DD - SURVEY SECTION 29 {1 45820 26 2160 2187 1400 1000 1620 GR 541.7 1000 540.7 1100 539.6 1200 538.8 1300 538.6 1400 v.GR 538.2 1500 538.8 1548 538.7 1562 537.8 1600 537.7 1700 3R 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 ;R 540.0 2800 ET 500.2 PROFILE SECTION EE - SURVEY SECTION 30 'C1 47450 26 2349 2369 1250 1350 1630 ;R 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 ;R 540.3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 ;R 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 2700 GR 544.6 2800 :T 650.2 ,- 100• D.S. COUNTY LINE RD 61 47540 35 1511 1591 10 200 90 +.5 GR 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 ;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 -"qR 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 -,T 1110.2 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 :1 47640 37 1511 1591 100 100 100 X3 10 540.4 540.4 r.� r.. ""�R 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 0- ;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 ,,R 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 ;R 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 1R 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 p- ;R 544.0 2200 545.7 2300 30SEP91 09:31:28 PAGE 10 r.- pjT 1020.2 ;B 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 :1 47670 30 30 30 X2 1 540.4 541.7 V'K3 10 540.4 540.4 IT 2 1511 541.8 540.4 1591 541.7 540.4 ,XT 875.2 50 U.S. COUNTY LINE RD ;1 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 *'SR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 ;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 ,.RR 541.7 1591 541.4 1600 541.6 1700 541.4 1800 541.5 1900 M 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET p- 240.2 PROFILE SECTION GG - SURVEY SECTION 32 .�+C1 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 r 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 .:R 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 2900 1 30SEP91 09:31:28 PAGE 11 - SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELHIN SSTA - SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 0- p- 0- *PROF 1 p- CCHV= .100 CEHV- .300 SURVEY SECTION 19 WSELK EG HV HL SECNO 27620.000 *30130.000 16.97 500.67 .00 .00 501.40 .73 3265 DIVIDED FLOW .06 492.30 6700.0 2503.1 4196.9 .0 623.2 p- .0 49.8 8.3 501.90 .10 4.02 8.08 * * ** *NOTE: SH CARD WEIR COEFF. CHG•D TO -2.5 TO MATCH PIS • * + + * + * * +* 2066.21 r . .002794 STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 2000. 2 0 0 p" 155.08 2221.28 CCHV= .300 CEHV- .500 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 ,4 SECNO 30130.000 1301 HV CHANGED MORE THAN HVINS 'SECNO 30190.000 3265 DIVIDED FLOW 30SEP91 09:31:28 SECNO PROFILE SECTION T - SURVEY SECTION 19 WSELK EG HV HL OLOSS *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 r . .002794 1600. 2510. 2000. 2 0 0 .00 155.08 2221.28 CCHV= .300 CEHV- .500 p- 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 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH - VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 PAGE 12 �-.mj 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC- 510.40 A- 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 TdSECNO 30200.000 3265 DIVIDED FLOW 0- #370 NORMAL BRIDGE, NRD= 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 30200.000 14.02 500.82 .00 .00 501.91 1.08 .12 .01 513.30 6700.0 .0 6700.0 .0 .0 802.5 .0 51.3 8.5 513.40 .10 .00 8.35 .00 .000 .045 .000 .000 486.80 2155.79 p- .011551 10. 10. 10. 2 0 0 .00 87.20 2249.98 * SECNO 30201.000 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO = 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 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WSELX EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA PAGE 13 ■.. SLOPE 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 V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 15.99 503.99 .00 .00 .15 4.34 6.84 .00 .065 .045 .000 .000 487.80 1714.93 ■.. 30SEP91 09:31:28 PAGE 14 .002259 750. 1060. 500. 2 0 0 .00 193.59 1908.52 SECNO 31480.000 ,3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= p- 2 MIN ELTRD= 509.10 MAX ELLC= 506.10 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 31480.000 15.99 503.99 .00 .00 504.60 .61 .43 .03 509.10 6700.0 .0 6700.0 .0 .0 1070.9 .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 w. % SECNO 31500.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 509.10 MAX ELLC= 506.10 31500.000 16.06 504.06 .00 .00 504.66 .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. 1 0 0 .00 105.70 1909.62 " 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 30SEP91 09:31:28 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 r•• TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST p- ;CHV= .100 CEHV- .300 SECNO 31750.000 ^.302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 2.33 �.. HALFF ASSOC. SURV. SECN. AA 31750.000 16.19 504.83 .00 .00 504.97 .14 .14 .03 509.60 6700.0 .0 6700.0 .0 .0 2260.1 .0 92.8 14.1 513.06 .18 .00 2.96 .00 .000 .045 .000 .000 488.64 1020.11 .000374 180. 200. 220. 0 0 0 .00 221.14 1241.26 SECNO 32740.000 HALFF ASSOC. SURV. SECN. BB 32740.000 12.18 505.25 .00 .00 505.43 .17 .45 .01 511.47 6700.0 r� .0 6700.0 .0 .0 1996.6 .0 141.1 19.2 512.67 .26 .00 3.36 .00 .000 .045 .000 .000 493.07 1026.19 .000573 990. 990. 990. 2 0 0 .00 225.02 1251.21 ' SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 13.05 506.15 .00 .00 506.36 .21 .92 .01 518.50 6700.0 .0 6700.0 .0 .0 1808.6 .0 198.1 26.2 516.53 .36 .00 3.70 .00 .000 .045 .000 .000 493.10 1045.82 .000891 1305. 1305. 1305. 2 0 0 .00 243.88 1289.70 r.- SECNO 34330.000 _J302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .58 HALFF ASSOC. SURV. SECN. DD p- 34330.000 8.34 506.41 .00 .00 506.83 .43 .41 .06 518.23 6700.0 .0 6700.0 .0 .0 1280.6 .0 208.2 27.8 517.83 '^ .37 .00 5.23 .00 .000 .045 .000 .000 498.07 1048.76 .002651 285. 285. 285. r 2 0 0 .00 235.60 1284.36 30SEP91 09:31:28 SECN. FF MOVED 120 TO D.S. FACE FREEPORT PKWY. 35450.000 8.56 509.46 .00 .00 509.85 .39 1.48 .01 514.20 6700.0 .0 6700.0 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOHR ITRIAL IDC ICONT CORAR TOPWID ENDST r SECNO 34870.000 HALFF ASSOC. SURV. SECN. BE 34870.000 6.65 507.91 .00 6700.0 .0 6700.0 .0 T .00 508.36 .45 1.52 .01 519.25 .0 1237.8 .0 223.9 30.7 520.25 .40 .00 5.41 .00 .000 .045 .000 .000 501.26 1043.31 .003003 540. 540. 540. 2 0 0 .00 237.49 1280.80 rr SECNO 35450.000 3370 NORMAL BRIDGE, NRD= , 2 MIN HLTRD= 520.30 MAX ELLC= 514.10 p- SECNO 35570.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 520.30 MAX ELLC= 514.10 p- HALFF ASSOC. SURV. SECN. FF MOVED 120 TO D.S. FACE FREEPORT PKWY. 35450.000 8.56 509.46 .00 .00 509.85 .39 1.48 .01 514.20 6700.0 .0 6700.0 .0 .0 1330.7 .0 240.9 33.8 520.30 .43 .00 5.03 .00 .000 .045 .000 .000 500.90 1037.13 .002207 580. 580. 580. 2 0 0 .00 225.92 1263.04 SECNO 35570.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 520.30 MAX ELLC= 514.10 p- PAGE 15 *SECNO 35770.000 HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY. x .35570.000 8.84 509.74 .00 .00 510.10 .36 .25 .00 514.20 6700.0 .0 6700.0 .0 .0 1395.3 .0 244.7 34.4 520.30 .44 .00 4.80 .00 .000 .045 .000 .000 500.90 1036.25 .001904 r.� 120. 120. 120. 2 0 0 .00 227.65 1263.90 PAGE 15 *SECNO 35770.000 1 �= 30SEP91 09:31:28 p- SECNO DEPTH CWSEL CRIWS WSELK EG HV EL GLOSS L -BANK ELEV Q QLOB 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .61 R -BANK ELEV TIME VLOB P 35770.000 10.28 510.09 .00 .00 510.88 .78 .65 .13 520.91 7300.0 .0 7300.0 .0 .0 1027.0 .0 250.3 35.5 522.81 .45 .00 7.11 .00 .000 .045 .000 .000 499.81 1043.12 .006172 200. 200. 200. 2 0 0 .00 223.70 1266.82 1 �= 30SEP91 09:31:28 p- SECNO DEPTH CWSEL CRIWS WSELK EG HV EL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE 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 r- *SECNO 35970.000 F - HIMP CLSTA. 1131.00 CELCH- 503.20 BW- 180.00 STCHL- 1000.00 STCBR= 1264.90 HIMP CLSTA- 1131.00 CELCH- 501.20 BW= 20.00 STCHL= 1000.00 STCHR= 1264.90 EXCAVATION DATA F AEX= 1557.1SQ -FT VEXR- .OK *CU -YD VEXT- .OK *CU -YD r^ r 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.45 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NAT. CHANNEL)- - '�' -- APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL X 35970.000 9.83 511.03 .00 .00 511.34 .30 .41 .05 516.87 7300.0 .0 7300.0 .0 .0 1650.1 .0 256.4 36.5 517.83 .46 .00 4.42 .00 .000 .040 .000 .000 501.20 1017.50 .001025 200. 200. 200. 2 0 0 .00 227.00 1244.50 CCHV= .300 CEHV= .500 ■ -SECNO 36070.000 HIMP CLSTA- 1166.00 CELCH= 503.42 BW- 120.00 STCHL- 1060.33 STCHR- 1266.15 CHIMP CLSTA- 1166.00 CELCH. 501.42 BW. 20.00 STCHL- 1060.33 STCHR= 1266.15 ,ZXCAVATION DATA EX= 1100.8SQ -FT VEXR= 4.9K *CU -YD VEXT= 4.9K *CU -YD 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 36070 =36140 MOVED 70 D.S. HALFF ASSOC. SURV. SECN. •A• (1/29/85) BAP PAGE 16 EXTENDED FROM CITY TOPO. .� 36070.000 9.60 511.02 .00 .00 511.65 .64 .15 .17 518.64 7300.0 .0 7300.0 .0 .0 1140.7 .0 259.6 36.9 516.80 .47 .00 6.40 .00 .000 .040 .000 .000 501.42 1083.21 .002318 130. 100. 60. 2 0 0 .00 165.58 1248.79 *SECNO 36360.000 CHIMP CLSTA- 1145.00 CELCH- 504.00 BW- 120.00 STCHL= 1036.40 STCHR= 1245.00 :HIMP CLSTA- 1145.00 CELCH= 502.00 BW- 20.00 STCHL- 1036.40 STCHR= 1245.00 1 r 30SEP91 09:31:28 - SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST p EXCAVATION DATA P.AEX= 1532.7SQ -FT VEXR= 14.1X *CU -YD VEXT= 19.1K *CU -YD BALFF ASSOC. SURV. SECN. •B• (1/29/85) BAF 36360.000 9.60 511.60 .00 .00 512.24 .64 .58 .00 520.20 7300.0 .0 7300.0 .0 .0 1141.4 .0 267.2 38.0 517.33 .48 .00 6.40 .00 .000 .035 .000 .000 502.00 1062.20 .001771 290. 290. 290. 2 0 0 .00 165.60 1227.80 *SECNO 38220.000 CHIMP CLSTA. 1081.50 CELCH- 504.00 BW. 100.00 STCHL- 1031.36 STCHR- 1131.61 EXCAVATION DATA 1EX= 654.7SQ -FT VEXR= 1.6K *CU -YD VEXT= 20.7K *CU -YD '3301 HV CHANGED MORE THAN HVINS .00 BEGIN CONCRETE LINING 1.61 ,.,38220.000 7.16 511.16 .00 7300.0 .0 7300.0 .0 .48 .00 10.17 .00 .000911 40. 40. 40. .00 512.77 1.61 .05 .49 518.10 .0 717.6 .0 268.1 38.2 515.37 .000 .015 .000 .000 504.00 1031.43 2 0 0 .00 100.14 1131.57 PAGE 17 *SECNO 38232.000 'HIMP CLSTA- 1081.50 CELCH= 504.00 Bid= 100.00 STCHL. 1031.36 STCHR= 1131.61 om :XCAVATION DATA AEX- 654.7SQ -FT VEXR= .3K *CU -YD VEXT- 21.OK *CU -YD p *SECNO 38235.000 :HIMP CLSTA= 1081.50 CELCH= 510.50 BW= 100.00 STCHL= 1031.42 STCHR= 1131.55 i r- 30SEP91 09:31:28 SECNO BOTTOM OF 6.5• DROP STRUCTURE WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV 38232.000 7.18 511.18 .00 .00 512.78 1.60 .01 .00 518.10 7300.0 .0 7300.0 .0 .0 718.6 .0 268.3 38.2 515.37 .48 .00 10.16 .00 .000 .015 .000 .000 504.00 1031.43 .000907 12. 12. 12. 0 0 0 .00 100.14 1131.57 p *SECNO 38235.000 :HIMP CLSTA= 1081.50 CELCH= 510.50 BW= 100.00 STCHL= 1031.42 STCHR= 1131.55 i r- 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRLAL IDC ICONT CORAR TOPWID ENDST EXCAVATION DATA AEX- 3.5SQ -FT VEXR- s+ .OK *CU -YD VEXT- 21.OK *CU -YD 3301 HV CHANGED MORE THAN HVINS p- 1685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY x..7720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 1021.5 1141.5 TYPE= ELENCL- 525.00 ELENCR= 525.00 X3 USED TO REFLECT INEFFECTIVE FLOW 1 TARGET= 120.000 TOP OF 6.5 DROP STRUCTURE, END CONCRETE 38235.000 5.49 515.99 515.99 .00 518.73 2.73 .00 .57 518.09 7300.0 .0 7295.6 4.4 .0 549.6 5.1 268.3 38.2 515.36 .48 .00 13.27 .85 .000 .015 .050 .000 510.50 1031.45 .-. .002111 3. 3. 3. 20 15 0 .00 110.05 1141.50 *SECNO 38255.000 p IHINP CLSTA= 1081.50 CELCH= 510.50 BW= 90.00 STCHL- 1000.00 STCHR- 1141.80 XCAVATION DATA AEX. 106.4SQ -FT VEXR- .OK *CU -YD VEXT= 21.1K *CU -YD PAGE 18 3301 HV CHANGED MORE THAN EVINS r 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS= 1006.5 1156.5 TYPE- 1 TARGET- 150.000 ELENCL- 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. 38255.000 7.71 518.21 516.05 .00 519.28 1.07 .05 .50 525.00 7300.0 .0 7201.7 98.3 .0 862.5 35.9 268.6 38.3 515.60 .48 .00 8.35 2.74 .000 .035 .050" .000 510.50 1013.36 .003118 20. 20. 20. 22 5 0 .00 143.14 1156.50 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANX ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST rte+ * SECNO 38315.000 CHIMP CLSTA= 2765.00 CELCH= 510.50 BW= 45.00 STCHL- 2630.00 STCHR= 2890.00 EXCAVATION DATA ""AEX= 259.2SQ -FT VEXR= .4K *CU -YD VEXT= 21.5K *CU -YD _, 301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMIT OF COPPELL 38315.000 8.53 519.03 .00 .00 519.58 7300.0 .0 7300.0 .0 .0 1225.8 .48 .00 5.96 .00 .000 .035 ^' .001984 60. 60. 60. 3 0 CCHV= .100 CEHV= .300 .55 .15 .16 521.75 .0 270.1 38.5 520.75 000 .000 510.50 2655.08 0 .00 217.72 2872.80 • SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .53 PAGE 19 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= 1 TARGET= 260.000 - ELENCL-- 529.20 ELENCR= 529.20 P- SPECIAL BRIDGE SS XK XKOR COFQ RDLEN BWC 1.05 1.20 -2.50 .00 105.00 rte+ SECNO 38420.000 1 30SEP91 09:31:28 BWP BAREA SS ELCHU ELCHD 4.00 3920.00 7.50 511.00 511.00 �.. SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS D.S. FACE OF W. BOUND Z.H. 635 QCH QROB ALOB ACH r.� (`n Values, channel stations and encroachments have been corrected VCR VROB XNL through 635 by A.H.H.) WTN ELHIN SSTA SLOPE XLOBL 38380.000 7.53 518.93 .00 .00 519.94 1.00 .22 .14 515.40 7300.0 274.3 6798.9 226.8 23.2 885.2 19.4 271.7 38.8 515.40 .48 11.83 7.68 11.72 .015 .045 .015 .000 511.40 2656.90 .006988 65. 65. 65. 2 0 0 .00 214.04 2870.94 P- SPECIAL BRIDGE SS XK XKOR COFQ RDLEN BWC 1.05 1.20 -2.50 .00 105.00 rte+ SECNO 38420.000 1 30SEP91 09:31:28 BWP BAREA SS ELCHU ELCHD 4.00 3920.00 7.50 511.00 511.00 �.. SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TINE VLOB VCR VROB XNL XNCH XNR WTN ELHIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ZCONT CORAR TOPWID ENDST CLASS A LOW FLOW p- 1420 BRIDGE W.S.= 518.90 BRIDGE VELOCITY- 5.76 CALCULATED CHANNEL AREA. 1267. - EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN .00 520.03 .09 0. 7300. 3920. AREA 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE= ELENCL- 529.20 ELENCR. 529.20 39.0 515.50 U.S. FACE OF W. BOUND Z.H. 635 .000 38420.000 7.52 519.02 .00 .00 520.03 7300.0 272.7 6801.9 225.5 23.0 882.2 .49 11.87 7.71 11.76 .015 .045 .007075 40. 40. 40. 0 0 1 TARGET= 260.000 1.01 .09 .00 515.50 19.2 272.6 39.0 515.50 .015 .000 511.50 2656.96 0 .00 213.94 2870.89 PAGE 20 - SECNO 38500.000 1 30SEP91 09:31x28 1 TARGET- 260.000 .87 .50 .01 515.80 23.2 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- P ELENCL- 529.20 ELENCR- 529.20 2655.67 0 .00 VALLEY SECTION BETWEEN I.S. 635 BRIDGES TWA R -BANK ELEV TIME VLOB VCH VROB XNL 38500.000 7.87 519.67 .00 .00 520.54 7300.0 307.8 6737.7 254.5 27.7 948.2 .49 11.10 7.11 10.99 .015 .045 p- .005457 80. 80. 80. 2 0 r -SECNO 38580.000 SB XK XKOR 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= ELENCL= 529.20 ELENCR- 529.20 ELCHU ELCHD ^ -2.50 .00 105.00 4.00 3920.00 D.S. FACE OF E. BOUND I.H. 635 512.20 512.20 38580.000 7.92 520.12 .00 .00 520.97 7300.0 312.6 6729.0 258.5 28.4 957.2 .49 11.00 7.03 10.90 .015 .045 r� .005274 80. 80. 80. 2 0 1 30SEP91 09:31x28 1 TARGET- 260.000 .87 .50 .01 515.80 23.2 274.3 39.4 515.80 .015 .000 511.80 2655.67 0 .00 216.30 2871.97 1 TARGET= 260.000 .85 .43 .00 516.20 23.7 276.2 39.8 516.20 .015 .000 512.20 2655.49 0 .00 216.62 2872.11 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB OCR QROB ALOE ACE 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 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.= 520.08 BRIDGE VELOCITY- 5.78 CALCULATED CHANNEL AREA= 1262. r EGPRS EGLWC H3 QWEIR QLOW BARER TRAPEZOID ELLC ELTRD WEIRLN .00 521.05 .07 0. 7300. 3920. AREA 3708. 528.70 532.80 0. x ..3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL= 529.20 ELENCR. 529.20 PAGE 21 .•- '-SECNO 39720.000 PROFILE SECTION Z - SURVEY SECTION 25 30SEP91 09 :31:28 SECNO U -S- FACE OF E. BOUND I.H. 635 CWSEL CRIWS WSELR EG HV EL p- L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB 38620.000 7.88 520.18 .00 .00 521.05 .86 .08 .00 516.30 7300.0 309.2 6735.2 255.7 27.9 950.8 23.3 277.1 40.0 516.30 p .49 11.07 7.08 10.96 .015 .045 .015 .000 512.30 2655.62 .005403 40. 40. 40. 0 0 0 .00 216.39 2872.01 r 805.1 93.9 943.1 300.1 46.2 518.80 .�. .54 4.16 *SECNO 38670.000 3.41 .065 .045 .060 .000 517.00 1517.37 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 0 0 A ELENCL- 529.20 ELENCR- 529.20 50 U.S. E. BOUND I.H. 635 38670.000 8.14 520.54 .00 .00 521.32 .78 .26 .01 516.40 7300.0 82.7 7143.3 74.1 31.8 1000.2 26.5 278.3 40.3 516.40 .50 2.60 7.14 2.79 .065 .045 .060 .000 512.40 2654.65 .005134 50. 50. 50. 2 0 0 .00 218.16 2872.81 '-SECNO 39720.000 PROFILE SECTION Z - SURVEY SECTION 25 30SEP91 09 :31:28 SECNO DEPTH CWSEL CRIWS WSELR EG HV EL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV r TIME VLOB VCH VROB XNL XNCH XNR WTH ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST. 39720.000 7.62 524.62 .00 .00 524.92 .30 3.55 .05 519.00 7300.0 3351.0 729.5 3219.5 805.1 93.9 943.1 300.1 46.2 518.80 .�. .54 4.16 7.77 3.41 .065 .045 .060 .000 517.00 1517.37 .004484 25. 1050. 750. 3 0 0 .00 596.56 2113.93 r-- �SECNO 41180.000 3265 DIVIDED PLOW p- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO - 1.60 PAGE 22 END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.000 8.23 527.63 .00 .00 527.69 .06 2.74 .02 521.20 5100.0 2683.7 438.6 1977.7 1784.9 120.9 973.7 377.5 73.7 521.20 .76 1.50 3.63 2.03 .065 .045 .060 .000 519.40 983.42 .000850 1300. 1460. 1600. 4 0 0 .00 1098.73 2776.94 PAGE 22 P- P- 0- r.PSECNO 41950.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - .44 r •SECNO 42050.000 ^ 1301 HV CHANGED MORE THAN HVINS x7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED ^ D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 30SEP91 09:31:28 42050.000 6.92 100• D.S. RADIO RD 527.92 .00 530.65 2.73 .75 .70 522.30 F 7.85 528.65 .00 .00 529.05 .40 1.26 .10 522.10 5100.0 1975.5 1055.1 2069.3 455.3 133.9 554.5 413.1 86.6 522.60 .80 4.34 7.88 3.73 .065 .045 .060 .000 520.80 1664.05 �.. .004329 770. 770. 770. 3 0 0 .00 359.10 2023.14 •SECNO 42050.000 ^ 1301 HV CHANGED MORE THAN HVINS x7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED ^ D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 30SEP91 09:31:28 42050.000 6.92 527.92 527.92 .00 530.65 2.73 .75 .70 522.30 ^ 5100.0 826.3 4143.4 130.3 106.2 290.5 23.3 414.9 87.1 523.00 .80 7.78 14.26 5.58 .065 .045 .060 .000 521.00 1763.00 .016101 100. 100. 100. 4 12 0 .00 79.00 1842.00 SPECIAL BRIDGE tB XR XROR 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 rSECNO 42090.000 ' ..3301 8V CHANGED MORE THAN HVINS ^ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO = 2.84 'RESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape PAGE 23 p. EGPRS EGLWC H3 QWEIR QPR BARRA TRAPEZOID ELLC ELTRD WEIRLN AREA p- 532.00 530.65 .00 407. 4691. 474. 474. 527.10 529.70 79. 0. U.S. FACE RADIO RD SECT /26 p- DEPTH CWSEL CRIWS WSELR EG HV EL OLOSS L -BANK ELEV �.. Q 42090.000 9.98 530.98 .00 .00 531.37 .38 .72 .00 522.30 5100.0 1542.3 2826.2 731.5 1003.4 431.6 501.4 415.9 87.7 523.00 .81 1.54 6.55 1.46 .065 .045 .060 .000 521.00 912.68 .002001 40. 40. 40. 3 0 2 .00 1358.80 2271.48 SECNO 42170.000 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.42 p PROFILE SECTION BB - SURVEY SECTION 27 42170.000 10.73 531.43 .00 .00 531.46 .03 .05 .04 522.00 5100.0 2359.3 524.5 2216.2 2419.9 188.7 1982.9 421.9 90.7 522.50 .82 .97 2.78 1.12 .065 .045 .060 .000 520.70 821.76 .000341 80. 80. 80. 2 0 0 .00 1860.55 2682.30 30SEP91 09:31 :28 SECNO DEPTH CWSEL CRIWS WSELR EG HV EL OLOSS L -BANK ELEV �.. Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r SECNO 44200.000 - WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .25 PAGE 24 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 r.- 2683.8 2047.5 368.8 648.9 267.9 343.7 530.7 143.7 531.90 .91 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 PAGE 24 pw .SECNO 45820.000 x..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 1696.3 908.9 168.7 686.2 575.7 175.6 533.10 "` 1.03 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 r- p- 09:31:28 COUNTY LINE RD PAGE 25 SECNO 47450.000 DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV PROFILE SECTION HE - SURVEY SECTION 30 QROB ALOB ACE AROB VOL r� R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN 47450.000 10.32 542.42 .00 .00 542.65 .22 3.85 .00 535.80 5100.0 2524.9 1123.9 1451.2 1222.2 170.7 476.1 630.6 208.6 535.40 p' 1.14 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 n tSECNO 47540.000 3265 DIVIDED FLOW p- 3301 HV CHANGED MORE THAN HVINS 30SEP91 n� 09:31:28 COUNTY LINE RD PAGE 25 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRLAL IDC ICONT CORAR TOPWID ENDST 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 5100.0 472.3 4588.5 39.3 404.6 540.4 60.9 632.8 210.1 542.20 1.15 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 0- -SECNO 47640.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO = 2.98 P- p- PECLAL BRIDGE SB XX XXOR COFQ RDLEN BWC 1.05 2.70 -2.50 .00 66.50 -SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 1.75 FEET BWP BAREA SS ELCHU ELCHD 4.00 416.70 1.13 534.40 534.40 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 3.45 'RESSURE AND WEIR FLOW, Weir Submergence Balled on OGEE Shape Z 30SEP91 09:31:28 .- SECNO D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 WSELR EG r 47640.000 12.65 543.35 .00 .00 543.43 .08 .15 .09 541.80 5100.0 2178.9 2234.6 686.5 2344.9 675.6 785.1 638.3 213.8 541.70 1.16 .93 3.31 .87 .065 .045 .060 .000 530.70 181.40 .000679 100. 100. 100. 3 0 0 .00 1977.90 2159.30 H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN 549.64 p- PECLAL BRIDGE SB XX XXOR COFQ RDLEN BWC 1.05 2.70 -2.50 .00 66.50 -SECNO 47670.000 3280 CROSS SECTION 47670.00 EXTENDED 1.75 FEET BWP BAREA SS ELCHU ELCHD 4.00 416.70 1.13 534.40 534.40 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 3.45 'RESSURE AND WEIR FLOW, Weir Submergence Balled on OGEE Shape Z 30SEP91 09:31:28 .- SECNO DEPTH CWSEL CRIWS WSELR 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 EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN 549.64 543.44 .00 1753. 3342. 417. AREA 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT #31 PAGE 26 0- 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 2537.5 642.9 215.2 541.70 1.17 .46 1.15 .46 .065 .045 .060 .000 530.70 50.00 .000057 30. 30. 30. 0 0 2 .00 2250.00 2300.00 r +SECNO 47720.000 3280 CROSS SECTION 47720.00 EXTENDED 1.45 FEET r 50• U.S. COUNTY LINE RD p- 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 2327.2 653.6 217.8 542.00 1.20 .49 1.26 .49 .065 .045 .060 531.00 50.00 .000 .000071 50. 50. 50. 1 0 0 .00 2250.00 2300.00 "•SECNO 48350.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .56 PROFILE SECTION GG - SURVEY SECTION 32 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 1339.9 733.0 239.6 539.10 1.29 .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 OL 30SEP91 09:31:28 .1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS '2 50 YEAR T3 GRAPEVINE CREEK 1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 3 0 0 0 0 0 0 494.68 .:2 NPROF IPLOT PRPVS XSECV XSECH FN ALLDC IBW CHNIM 2 -1 1 30SEP91 09 :31:28 PQ ITRACE PAGE 27 PAGE 28 0- ►� SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 15.22 502.02 .00 .00 503.44 1.42 .22 .24 513.30 9400.0 *PROF 2 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 CCHV. .100 CEHV- .300 2 0 0 .00 97.87 2251.86 'r.. *SECNO 27620.000 3265 DIVIDED FLOW * * ** *NOTE: SS CARD WEIR COEFF. CHG•D TO -2.5 TO MATCH FIS * * * * * * * * ** STARTING WSEL FROM KIMLEY HORN FIS UPDATE MAY 1990 27620.000 19.18 494.68 .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 n+ 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 CEHV= .500 FSECNO 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 30SEP91 09:31 :28 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV r� 14.6 513.40 .09 .00 10.48 .00 .000 .045 .000 .000 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 A 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 r� .017489 1. 1. 1. 2 0 0 .00 90.48 2251.65 30200.000 .045 .000 .000 486.80 2153.66 .- .003569 1. 1. ...:SECNO 2 0 0 .00 99.19 2252.85 .:265 DIVIDED FLOW p- 370 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 0- ►r ;302 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 PAGE 29 30SEP91 09:31:28 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. .00 506.71 .85 p- .00 509.10 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 30SEP91 09:31:28 •SECNO 31480.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 509.10 MAX ELLC= 506.10 p- PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. .00 506.71 .85 p- .00 509.10 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH ](NR WTN ELKIN 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 p- SECNO 31500.000 3265 DIVIDED FLOW -370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 509.10 MAX ELLC. 506.10 31500.000 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. .00 506.71 .85 p- .00 509.10 9400.0 .0 9400.0 .0 31480.000 17.78 505.78 .00 .00 1 506.63 .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 p- .003614 170. 170. 170. 2 0 0 .00 111.73 1914.18 SECNO 31500.000 3265 DIVIDED FLOW -370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 509.10 MAX ELLC. 506.10 31500.000 17.86 505.86 .00 .00 506.71 .85 .07 .00 509.10 9400.0 .0 9400.0 .0 .0 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 PAGE 30 r �SECNO 31550.000 HALFF ASSOC. SURV. SECN. AA 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 XNR 488.20 1501.81 e- .00 3.45 .00 .000 .045 .000 .000 488.64 1011.52 .001820 50. 50. 50. 2 0 0 .00 411.72 1913.53 30SEP91 09:31:28 I- CHV: .100 CEHV= .300 tSECNO 31750.000 ■.3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 2.06 HALFF ASSOC. SURV. SECN. AA SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TINE VLOB VCH VROB XNL XNCH XNR WTN ELNIN SSTA r- .16 .00 3.45 .00 .000 .045 .000 .000 488.64 1011.52 SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST I- CHV: .100 CEHV= .300 tSECNO 31750.000 ■.3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 2.06 �SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 15.12 508.22 .00 .00 508.48 9400.0 .0 9400.0 .0 .0 2329.4 .25 .91 .02 518.50 .0 260.2 36.7 516.53 PAGE 31 •32 .00 4.04 .00 .000 .045 .000 .000 493.10 1038.12 HALFF ASSOC. SURV. SECN. AA p- 31750.000 18.22 506.86 .00 .00 507.05 .18 .15 .02 509.60 9400.0 .0 9400.0 .0 .0 2726.8 .0 128.9 23.7 513.06 r- .16 .00 3.45 .00 .000 .045 .000 .000 488.64 1011.52 .000430 180. 200. 220. 2 0 0 .00 236.36 1247.88 p. �SECNO 32740.000 BALFF ASSOC. SURV. SECN. BB r 32740.000 14.27 507.34 .00 .00 507.56 .22 .50 .01 511.47 9400.0 .0 9400.0 .0 .0 2483.5 .0 188.1 29.2 512.67 p .23 .00 3.78 .00 .000 .045 .000 .000 493.07 1017.41 .000602 990. 990. 990. 2 0 0 .00 242.47 1259.88 �SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 15.12 508.22 .00 .00 508.48 9400.0 .0 9400.0 .0 .0 2329.4 .25 .91 .02 518.50 .0 260.2 36.7 516.53 PAGE 31 •32 .00 4.04 .00 .000 .045 .000 .000 493.10 1038.12 .000814 1305. 1305. 1305. 2 0 0 .00 257.79 1295.91 r •SECNO 34330.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .65 'SBCNO 35450.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 520.30 MAX ELLC= 514.10 HALFF ASSOC. SURV. HALFF ASSOC. SURV. SECN. DD TO D.S. FACE FREEPORT PKWY. 35450.000 10.02 510.92 r .00 511.41 .49 1.34 .00 514.20 9400.0 .0 9400.0 .0 .0 1666.1 .0 34330.000 10.37 508.44 .00 .00 508.87 .44 .34 .06 518.23 500.90 9400.0 .0 9400.0 .0 .0 1773.2 .0 273.6 38.3 517.83 r . .34 .00 5.30 .00 .000 .045 .000 .000 498.07 1040.41 .001923 285. 285. 285. 1 0 0 .00 251.00 1291.41 p- 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 4 4LOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV 0- TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRLAL IDC ICONT CORAR TOPWID ENDST P%ECNO 34870.000 HALFF ASSOC. SURV. SECN. BE p- 34870.000 8.30 509.56 .00 .00 510.07 .51 1.17 .02 519.25 9400.0 .0 9400.0 .0 .0 1639.9 .0 294.8 41.4 520.25 .36 .00 5.73 .00 .000 .045 .000 .000 501.26 1037.00 .002472 540. 540. 540. 2 0 0 .00 249.11 1286.11 'SBCNO 35450.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 520.30 MAX ELLC= 514.10 - -SECNO 35570.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD- 520.30 MAX ELLC= 514.10 BALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY. PAGE 32 HALFF ASSOC. SURV. SECN. FF MOVED 1201 TO D.S. FACE FREEPORT PKWY. 35450.000 10.02 510.92 .00 .00 511.41 .49 1.34 .00 514.20 9400.0 .0 9400.0 .0 .0 1666.1 .0 316.8 44.6 520.30 .39 .00 5.64 .00 .000 .045 .000 .000 500.90 1032.64 r.� .002166 580. 580. 580. 2 0 0 .00 ' 234.79 1267.43 - -SECNO 35570.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD- 520.30 MAX ELLC= 514.10 BALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY. PAGE 32 0- r 35570.000 10.30 511.20 .00 .00 511.66 .46 .24 .00 514.20 9400.0 .0 9400.0 .0 .0 1731.7 .0 321.4 45.3 520.30 .40 .00 5.43 .00 .000 .045 .000 .000 500.90 1031.79 .001924 120. 120. 120. 0 0 0 .00 236.48 1268.27 p- *SECNO 35770.000 r- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 35770.000 11.71 511.52 .00 .00 512.37 .85 .59 .12 520.91 10000.0 .0 10000.0 .0 .0 1354.6 .0 328.5 46.4 522.81 .40 .00 7.38 .00 .000 .045 .000 .000 499.81 1037.43 .004919 200. 200. 200. 2 0 0 .00 234.91 1272.34 p- 1 �. 30SEP91 09 :31:28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TINE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 35970.000 -CHIMP CLSTA- 1131.00 CELCH- 503.20 BW- 180.00 STCHL= 1000.00 STCHR= 1264.90 :HIMP CLSTA= 1131.00 CELCH- 501.20 BW= 20.00 STCHL= 1000.00 STCHR= 1264.90 LXCAVATION DATA AEX= 1557.1SQ -PT VEXR= .OK *CU -YD VEXT- .OK *CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.10 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NAT. CHANNEL) -- ..- -- APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL 35970.000 11.22 .-- 512.42 .00 .00 512.82 .40 .41 .04 516.87 10000.0 .0 10000.0 .0 .0 1970.8 .0 336.2 47.5 517.83 .42 .00 5.07 .00 .000 .040 .000 .000 501.20 1013.34 .001118 200. 200. 200. 2 0 0 .00 235.33 1248.66 CCHV= .300 CEHV= .500 , SECNO 36070.000 :HIMP CLSTA= 1166.00 CELCH= 503.42 BW= 120.00 STCHL= 1060.33 STCHR= 1266.15 CHIMP CLSTA= 1166.00 CELCH= 501.42 BW= 20.00 STCHL= 1060.33 STCHR= 1266.15 EXCAVATION DATA LEX= 1100.8SQ -FT VEXR= 4.9K *CU -YD VEXT= 4.9K *CU -YD PAGE 33 x `302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 a- 36070-36140 MOVED 701 D.S. ►� HALFF ASSOC. SURV. SECN. W (1/29/85) BAF EXTENDED FROM CITY TOPO. 36070.000 10.95 512.37 .00 .00 513.20 .83 .16 .21 518.64 10000.0 .0 10000.0 .0 .0 1370.2 .0 340.0 47.9 516.80 .42 .00 7.30 .00 .000 .040 .000 .000 501.42 1079.15 .002522 130. 100. 60. .2 0 0 .00 173.70 1252.85 r. * SECNO 36360.000 ,.CHIMP CLSTA- 1145.00 CELCH= 504.00 BW= 120.00 STCHL= 1036.40 STCHR- 1245.00 :HIMP CLSTA- 1145.00 CELCH- 502.00 BW= 20.00 STCHL. 1036.40 STCHR= 1245.00 , 1 30SEP92 09:31:28 SECNO DEPTH CWSEL CRIWS WSELK EG HV EL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EXCAVATION DATA AEX- 1532.7SQ -FT VEXR. 14.1K *CU -YD VEXT= 19.1K *CU -YD . SECNO 38220.000 :HIMP CLSTA. 1081.50 CELCH= 504.00 BW. 100.00 STCHL- 1031.36 STCHR= 1131.61 EXCAVATION DATA " 654.7SQ -FT VEXR- 1.6K *CU -YD VEXT. 20.7K *CU -YD ..301 HV CHANGED MORE THAN HVINS EALFF ASSOC. SURV. SECN. 'B• (1/29/85) BAF 38220.000 8.37 512.37 .00 .00 514.58 36360.000 11.01 513.01 .00 .00 513.83 .82 .63 .00 520.20 10000.0 .0 10000.0 .0 .0 1379.8 .0 349.2 49.1 517.33 .43 .00 7.25 .00 .000 .035 .000 .000 502.00 1057.99 .001891 290. 290. 290. 2 0 0 .00 174.03 1232.01 . SECNO 38220.000 :HIMP CLSTA. 1081.50 CELCH= 504.00 BW. 100.00 STCHL- 1031.36 STCHR= 1131.61 EXCAVATION DATA " 654.7SQ -FT VEXR- 1.6K *CU -YD VEXT. 20.7K *CU -YD ..301 HV CHANGED MORE THAN HVINS 2.21 BEGIN CONCRETE LINING .70 518.10 .0 38220.000 8.37 512.37 .00 .00 514.58 10000.0 .0 10000.0 .0 .0 837.7 .43 .00 11.94 .00 .000 .015 .001049 40. 40. 40. 3 0 2.21 .06 .70 518.10 .0 350.2 49.2 515.37 .000 .000 504.00 1031.42 0 .00 100.17 1131.58 PAM 34 .• *SECNO 38232.000 ,.CHIMP CLSTA- 1081.50 CELCH- EXCAVATION DATA AEX- 654.7SQ -FT VEXR- ^ n- p- 504.00 BW- 100.00 STCHL= 1031.36 STCHR= 1131.61 .3K *CU -YD VEXT- 21.OK *CU -YD BOTTOM OF 6.5• DROP STRUCTURE 38232.000 8.39 512.39 .00 10000.0 .0 10000.0 .0 .43 .00 11.91 .00 ^ .001042 12. 12. 12. .00 514.60 2.20 .01 .00 518.10 .0 839.5 .0 350.4 49.2 515.37 .000 .015 .000 .000 504.00 1031.42 0 0 0 .00 100.17 1131.58 *SECNO 38235.000 :HIMP CLSTA- 1081.50 CELCH- 510.50 BW- 100.00 STCHL- 1031.42 STCHR- 1131.55 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST : XCAVATION DATA AEX- 3.5SQ -FT VEXR- .OX *CU -YD VEXT- r� 21.OK *CU -YD 3301 HV CHANGED MORE THAN HVINS ^ 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED ^ ;470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE= 1 TARGET= 120.000 ELENCL- 525.00 ELENCR- 525.00 ^ X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.51 DROP STRUCTURE, END CONCRETE ^ 38235.000 6.77 517.27 517.27 .00 520.62 3.35 .00 .57 518.09 10000.0 .0 9968.6 31.4 .0 677.3 17.8 350.5 49.2 515.36 .43 .00 14.72 1.76 .000 .015 .050 .000 510.50 1031.43 .001994 3. 3. 3. 20 15 0 .00 110.07 1141.50 PAGE 35 *SECNO 38255.000 'HIMP CLSTA= 1081.50 CELCH= 510.50 BW. 90.00 STCHL= 1000.00 STCHR= 1141.80 p- : XCAVATION DATA AEX= 106.4SQ -FT VEXR- .OK *CU -YD VEXT= 21.1E *CU -YD 3301 HV CHANGED MORE THAN HVINS p- 1685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS. 1006.5 1156.5 TYPE= 1 TARGET - P^ ELENCL- 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. 150.000 s 10.60 521.10 .00 .00 521.63 .53 .12 .19 521.75 38255.000 9.66 520.16 517.20 .00 521.32 1.17 .05 .66 525.00 10000.0 .0 9779.5 220.5 .0 1118.2 64.5 350.9 49.3 515.60 .43 .00 8.75 3.42 .000 .035 .050 .000 510.50 1007.52 0- .002574 20. 20. 20. 24 5 0 .00 148.98 1156.50 ob- 30SEP91 09:31:28 p- SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANE ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST � SECNO 38315.000 'HIMP CLSTA= 2765.00 CELCH- 510.50 BW- 45.00 STCHL- 2630.00 STCHR= 2890.00 EXCAVATION DATA X- 259.2SQ -FT VEXR= .4E *CU -YD VEXT= 21.5E *CU -YD 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMIT OF COPPELL - 38315.000 10.60 521.10 .00 .00 521.63 .53 .12 .19 521.75 10000.0 .0 10000.0 .0 .0 1715.2 .0 352.9 49.6 520.75 .44 .00 5.83 .00 .000 .035 .000 .000 510.50 2636.48 .001490 60. 60. 60. 3 0 0 .00 253.52 2890.00 CCHV= .100 CEHV= .300 SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 r.� PAGE 36 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 stations and encroachments have been corrected r through 635 by A.H.H.) 38380.000 9.59 520.99 .00 .00 521.88 .89 .14 .11 515.40 10000.0 655.2 8803.1 541.8 57.9 1275.8 48.4 355.2 49.9 515.40 .44 11.31 6.90 11.20 .015 .045 .015 .000 511.40 2649.28 .003464 65. 65. 65. 2 0 0 .00 228.02 2877.30 r r 420 BRIDGE W.S.= SPECIAL BRIDGE PM >B 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 p- 9- p+ • SECNO 38420.000 1 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WSELX EG EV 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 ELNIN SSTA SLOPE ■- XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CLASS A LOW FLOW r 420 BRIDGE W.S.= 520.96 BRIDGE VELOCITY= 5.71 CALCULATED CHANNEL AREA- 1751. EGPRS EGLWC E3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN .00 521.95 .06 0. 10000. 3920. AREA 4137. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= 1 TARGET= 260.000 ^ ELENCL- 529.20 ELENCR- 529.20 U.S. FACE OF W. BOUND Z.H. 635 38420.000 9.55 521.05 .00 .00 521.95 .90 .07 .00 515.50 10000.0 649.1 8814.1 536.8 57.0 1267.1 47.6 356.5 50.1 515.50 .44 11.39 6.96 11.28 .015 .045 .015 .000 511.50 2649.45 .003553 40. 40. 40. 0 0 0 .00 227.70 2877.16 PAGE 37 r.►SECNO 38500.000 DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET= 260.000 ALOB ACH ELENCL= 529.20 SLENCR- 529.20 R -BANK ELEV TIME VLOB VCR VROB XNL r XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR VALLEY SECTION BETWEEN I.H. 635 BRIDGES IDC ICONT CORAR TOPWID ENDST "' 9.53 521.33 .00 .00 522.23 .90 .29 .00 515.80 10000.0 646.6 8818.8 534.7 56.6 1263.4 47.3 359.0 50.6 515.80 .44 11.42 6.98 11.31 .015 .045 .015 .000 511.80 2649.52 .� .003592 80. 80. 80. 0 0 0 .00 227.57 2877.10 *SECNO 38580.000 r 1470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL= 529.20 ELENCR= 529.20 D.S. FACE OF E. BOUND I.H. 635 38580.000 9.40 521.60 .00 .00 522.54 .94 .30 .01 516.20 10000.0 630.8 8847.6 521.6 54.2 1240.8 45.2 361.5 51.0 516.20 .45 11.64 7.13 11.53 .015 .045 .015 .000 512.20 2649.96 .003839 80. 80. 80. 1 0 0 .00 226.76 2876.73 1 p"- 30SEP91 09:31:28 PAGE 38 .-. SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ^PECIAL BRIDGE SB XK XROR 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 p- 420 BRIDGE W.S.= 521.57 BRIDGE VELOCITY= 6.23 CALCULATED CHANNEL AREA= 1605. "EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 522.62 .07 0. 10000. 3920. 3708. 528.70 532.80 0. 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 39720.000 8.61 525.61 .00 .00 525.90 .30 3.01 .06 ELENCL= 529.20 ELENCR= 529.20 4247.8 829.4 4922.8 1005.5 106.7 1355.2 393.2 58.0 U.S. FACE OF E. BOUND I.H. 635 w- ,.- .50 4.22 7.77 3.63 .065 .045 .060 .000 38620.000 9.37 521.67 .00 .00 522.62 .95 .08 .00 516.30 10000.0 625.3 8857.7 517.1 53.4 1232.9 44.6 362.7 51.2 516.30 r .45 11.72 7.18 11.61 .015 .045 .015 .000 512.30 2650.12 .003931 40. 40. 40. 0 0 0 .00 226.48 2876.60 r , 'SECNO 38670.000 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL= 529.20 ELENCR= 529.20 50 U.S. E. BOUND I.H. 635 r 38670.000 9.55 521.95 .00 .00 522.83 .88 .21 .01 516.40 10000.0 164.6 9687.9 147.5 57.0 1267.1 47.6 364.2 51.4 516.40 .45 2.89 7.65 3.10 .065 .045 .060 .000 512.40 2649.45 .004293 50. 50. 50. 2 0 0 .00 227.71 2877.16 " =4 SECNO 39720.000 3301 HV CHANGED MORE THAN HVINS 30SEP91 09 :31:28 n SECNO 41180.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO = 1.50 PAGE 39 PROFILE SECTION Z - SURVEY SECTION 25 39720.000 8.61 525.61 .00 .00 525.90 .30 3.01 .06 519.00 10000.0 4247.8 829.4 4922.8 1005.5 106.7 1355.2 393.2 58.0 518.80 ,.- .50 4.22 7.77 3.63 .065 .045 .060 .000 517.00 1501.50 .003785 25. 1050. 750. 2 0 0 .00 673.96 2175.45 SECNO 41180.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO = 1.50 PAGE 39 0- END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.000 9.00 528.40 .00 .00 528.46 .06 2.53 .02 521.20 7000.0 3965.8 509.0 2525.2 2812.6 133.1 1161.1 500.4 99.9 521.20 ^ .71 1.41 3.82 2.17 .065 .045 .060 .000 519.40 886.47 .000830 1300. 1460. 1600. 4 0 0 .00 1959.13 2845.60 ^ *SECNO 41950.000 3265 DIVIDED FLOW ^ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .42 ^ 1001 D.S. RADIO RD DEPTH CWSEL CRIWS WSELK EG HV HL ^ 41950.000 8.59 529.39 .00 .00 529.83 .44 1.26 .11 522.10 7000.0 2672.2 1290.1 3037.7 624.8 148.0 731.4 550.0 122.7 522.60 .75 4.28 8.72 4.15 .065 .045 .060 .000 520.80 1213.65 ^ .004632 770. 770. 770. 3 0 0 .00 622.69 2072.72 *SECNO 42050.000 p- 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 26 .� 42050.000 9.89 530.89 530.89 .00 531.71 .82 .44 .11 522.30 7000.0 2026.4 4024.8 948.8 919.3 427.2 460.2 553.8 124.9 523.00 .76 2.20 9.42 2.06 .065 .045 .060 .000 521.00 923.43 .004201 100. 100. 100. 20 9 0 .00 1323.86 2247.29 1 ^ 30SEP91 09:31:28 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 PAGE 40 ;PECIAL BRIDGE P- SB XR XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD P- 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 *SECNO 42090.000 P- 1301 HV CHANGED MORE THAN HVINS '9302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 6.02 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape r EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN P- AREA 538.57 531.71 .00 2116. 4884. 474. 474. 527.10 529.70 79. 30SEP91 09:31:28 PROFILE SECTION CC - SURVEY SECTION 28 ^ 44200.000 9.93 534.83 .00 .00 534.88 .05 .23 .01 526.80 PAGE 41 U.S. FACE RADIO RD SECT #26 r 42090.000 13.61 534.61 .00 .00 534.63 .02 2.92 .00 522.30 7000.0 3278.9 1173.8 2547.3 4880.7 598.8 3963.6 558.9 126.7 523.00 .77 .67 1.96 .64 .065 .045 .060 .000 521.00 537.94 .000116 40. 40. 40. 1 0 2 .00 2544.81 3082.75 *SECNO 42170.000 r PROFILE SECTION BE - SURVEY SECTION 27 42170.000 13.93 534.63 .00 .00 534.64 .02 .01 .00 522.00 7000.0 3389.4 355.6 3255.0 5992.0 249.5 5440.0 578.3 131.4 522.50 .81 .57 1.43 .60 .065 .045 .060 .000 520.70 526.52 .000062 r 80. 80. 80. 2 0 0 .00 2572.96 3099.48 *SECNO 44200.000 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO .30 30SEP91 09:31:28 PROFILE SECTION CC - SURVEY SECTION 28 ^ 44200.000 9.93 534.83 .00 .00 534.88 .05 .23 .01 526.80 PAGE 41 0"9302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, &RATIO - 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 4053.8 1084.9 1861.3 2191.1 191.0 755.5 1017.8 277.7 535.40 r 1.26 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 100• D.S. COUNTY LINE RD r 30SEP91 09:31:28 PAGE 42 r 7000.0 2349.3 1249.1 3401.6 1473.5 370.2 2929.3 871.9 209.4 531.90 1.07 1.59 3.37 1.16 .065 .045 .060 .000 524.90 1141.51 .000671 1800. 2030. 1300. 2 0 0 .00 1898.68 3040.19 *SECNO 45820.000 r 3265 DIVIDED FLOW r 3301 EV CHANGED MORE THAN EVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED r PROFILE SECTION DD - SURVEY SECTION 29 45820.000 6.19 537.99 537.99 .00 538.83 .84 2.28 .24 533.00 p- 7000.0 3192.4 1759.7 2047.9 556.6 152.6 457.8 953.1 245.5 533.10 1.12 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 r =SECNO 47450.000 ^301 EV CHANGED MORE THAN HVINS 0"9302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, &RATIO - 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 4053.8 1084.9 1861.3 2191.1 191.0 755.5 1017.8 277.7 535.40 r 1.26 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 100• D.S. COUNTY LINE RD r 30SEP91 09:31:28 PAGE 42 r 0r 47540.000 12.28 543.48 .00 .00 543.74 .26 .13 .04 542.30 ... 7000.0 2657.2 3576.8 766.0 1862.3 644.4 579.5 1022.2 280.0 542.20 1.27 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 rSECNO 47640.000 ""3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, FMATIO = 1.62 D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 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 1031.1 284.6 541.70 1.28 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 SPECIAL BRIDGE P.M ;B XR XKOR COFQ RDLEN BWC BWP BARRA SS ELCHU ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 s* , SECNO 47670.000 1280 CROSS SECTION 47670.00 EXTENDED 3.53 FEET 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 4.56 ,,,PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN r AREA 555.64 543.88 .02 2954. 4087. 417. 416. 540.40 541.70 80. U.S. FACE COUNTY LINE RD SECT /31 0 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 1037.4 286.1 541.70 r. 1.30 .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 30SEP91 09 :31:28 PAGE 43 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV mw-j Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1280 CROSS SECTION 47720.00 EXTENDED 3.23 FEET r 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .57 r 50' U.S. COUNTY LINE RD CRIWS WSELK EG HV HL 0- 47720.000 16.82 547.82 .00 .00 547.83 .01 .00 .00 542.10 .00 .00 547.87 .03 .04 .01 543.40 7000.0 1886.8 3099.8 2013.4 3205.9 7000.0 4115.2 1105.0 1779.8 8391.5 1008.6 3587.1 1052.7 288.6 542.00 1.32 .49 1.10 .50 .065 .045 .060 .000 531.00 50.00 .000044 50. 50. 50. .1 0 0 .00 2250.00 2300.00 * SECNO 48350.000 x J280 CROSS SECTION 48350.00 EXTENDED .14 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .57 r r- 30SEP91 09:31:28 r� 71 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 100 YEAR ,T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL p 0 4 0 0 0 0 0 0 495.60 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 3 -1 y 30SEP91 09:31:28 PQ ITRACE SECNO PROFILE SECTION GG - SURVEY SECTION 32 CRIWS WSELK EG HV HL 0- L -BANX ELEV Q QLOB QCH QROB ALOB ACH 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 1172.6 312.4 539.10 p - 1.44 .59 1.78 .89 .065 .045 .060 .000 535.40 1063.75 .000132 600. 630. 300. 0 0 0 .00 1836.25 2900.00 r- 30SEP91 09:31:28 r� 71 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 100 YEAR ,T3 GRAPEVINE CREEK J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL p 0 4 0 0 0 0 0 0 495.60 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 3 -1 y 30SEP91 09:31:28 PQ ITRACE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANX ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 44 PAGE 45 *PROF 3 CCHV= .100 CEHV- .300 • SECNO 27620.000 * * ** *NOTE: SB CARD WEIR COEFF. CHG•D TO -2.5 TO MATCH PIS * * * *aat►aa STARTING WSEL FROM KIMLEY HORN FIS UPDATE MAY 1990 r 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 r� 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 JCBV= .300 CEEV= .500 • SECNO 30189.000 "301 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 ^9265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV PAGE 46 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 s- p- p- PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. BRATIO . 2.18 30201.000 16.18 502.98 .00 .00 504.46 1.48 .01 .13 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 P-- �SECNO 30200.000 SECNO 30250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS p- 504.02 .00 .00 504.68 .66 .14 .08 492.40 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD. 513.30 MAX ELLC. 510.40 1230.2 655.7 66.9 r� 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 r*SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, BRATIO . 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 P-QCHV. .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 r 30SEP91 09:31 :28 SECNO DEPTH CWSEL CRIWS WSELK EG HV EL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACS AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRLAL IDC ICONT CORAR TOPWID ENDST p- •SECNO 31310.000 31310.000 18.35 506.15 10500.0 6288.8 4211.2 .00 .00 506.65 .0 1515.5 573.7 .50 1.95 .02 490.70 .0 124.7 23.8 509.20 .12 4.15 7.34 .002197 750. 1060. p- , SECNO 31480.000 ^4301 HV CHANGED MORE THAN HVINS .00 .065 .045 500. 2 0 000 .000 487.80 1494.60 0 .00 419.11 1913.71 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .52 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELL C= 506.10 ^ SECNO 31550.000 3301 HV CHANGED MORE THAN WINS PAGE 47 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 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 HV CHANGED MORE THAN WINS PAGE 47 .- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.29 p- 30SEP91 09:31:28 0- SECNO DEPTH CWSEL CRIWS WHELK EG Q QLOB QCH QROB ALOE ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC .000 .000 488.20 1401.85 0 .00 31550.000 19.28 507.48 .00 .00 507.83 10500.0 6575.9 3924.1 .0 1900.2 621.6 .13 3.46 6.31 .00 .065 .045 p- .001535 50. 50. 50. 2 0 HV HL OLOSS L -BANK ELEV AROB VOL TWA R -BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .35 .15 .07 491.10 .0 134.1 25.2 509.60 .000 .000 488.20 1401.85 0 .00 513.78 1915.62 CHV= .100 CEHV: .300 SECNO 31750.000 _J302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.89 SECNO 32740.000 HALFF ASSOC. SURV. SECN. AA 32740.000 15.19 508.26 .00 10500.0 .0 31750.000 19.15 507.79 .00 .00 507.98 .20 .14 .02 509.60 10500.0 .0 10500.0 .0 .0 2948.3 .0 146.2 26.9 513.06 .15 .00 3.56 .00 .000 .045 .000 .000 488.64 1007.64 .000430 180. 200. 220. 2 0 0 .00 243.24 1250.88 SECNO 32740.000 SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 16.01 509.11 .00 10500.0 .0 10500.0 .0 .31 .00 4.10 .00 .00 HALFF ASSOC. SURV. SECN. BB 32740.000 15.19 508.26 .00 10500.0 .0 10500.0 .0 .22 .00 3.88 .00 .000586 990. 990. 990. SECNO 34045.000 HALFF ASSOC. SURV. SECN. CC 34045.000 16.01 509.11 .00 10500.0 .0 10500.0 .0 .31 .00 4.10 .00 .00 508.49 .23 .49 .01 511.47 .0 2709.6 .0 210.5 32.5 512.67 .000 .045 .000 .000 493.07 1013.55 2 0 0 .00 250.15 1263.70 .00 509.37 .26 .87 .01 518.50 .0 2559.3 .0 289.5 40.2 516.53 .000 .045 .000 .000 493.10 1034.85 PAGE 48 am .000765 1305. 1305. 1305. 2 0 0 .00 263.70 1298.55 ' SECNO 34330.000 i 30SEP91 09:31:28 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 ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 34870.000 9.02 p .00 10500.0 .0 10500.0 .0 .35 .00 5.76 .00 HALFF ASSOC. SURV. SECN. DD 540. 540. 254.20 1288.44 34330.000 11.23 509.30 .00 .00 509.73 .43 .31 .05 518.23 10500.0 .0 10500.0 .0 .0 1993.7 .0 304.4 41.9 517.83 .32 .00 5.27 .00 .000 .045 .000 .000 498.07 1036.84 .001682 285. 285. 285. 0 0 0 .00 257.60 1294.43 0- ^SECNO 34870.000 510.80 .52 1.04 HALFF ASSOC. SURV. SECN. BE 34870.000 9.02 510.28 .00 10500.0 .0 10500.0 .0 .35 .00 5.76 .00 .002233 540. 540. 540. .00 510.80 .52 1.04 .03 519.25 .0 1821.8 .0 328.0 45.0 520.25 .000 .045 .000 .000 501.26 1034.24 2 0 0 .00 254.20 1288.44 SECNO 35450.000 3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD= 520.30 MAX ELLC- 514.10 r� HALFF ASSOC. SURV. SECN. FF MOVED 120 TO D.S. FACE FREEPORT PKWY. 35450.000 10.63 511.53 .00 .00 512.05 .52 1.25 .00 514.20 10500.0 .0 10500.0 .0 .0 1811.3 .0 352.2 48.3 520.30 .38 .00 5.80 .00 .000 .045 .000 .000 500.90 1030.76 .002091 580. 580. 580. 2 0 - 0 .00 238.52 1269.28 PAGE 49 - SECNO 35570.000 0- 3370 NORMAL BRIDGE, NRD= 2 KIN ELTRD- 520.30 MAX ELLC- 514.10 P_ *SECNO 35970.000 ..JHIMP CLSTA= 1131.00 CELCH= HIMP CLSTA= 1131.00 CELCH= - XCAVATION DATA AEX 1557.1SQ - FT VEXR- P_ 503.20 BW= 180.00 STCHL= 1000.00 STCHR- 1264.90 501.20 BW= 20.00 STCHL- 1000.00 STCHR- 1264.90 .OK *CU -YD VEXT= .OK *CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.00 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NAT. BALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY. ^ -- APPROX. NEAR OLD COE STA. 37550. 35570.000 10.91 511.81 .00 .00 512.29 .49 .24 514.20 35970.000 11.79 512.99 .00 .00 513.43 .00 .41 10500.0 .0 10500.0 .0 .0 1875.3 .0 357.3 49.0 520.30 .40 .38 .00 5.60 .00 .000 .045 .000 .000 500.90 1029.93 200. .001880 120. 120. 120. 1 0 0 .00 240.15 1270.09 P_ 1 r 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANX ELEV Q QLOB QCH QROB ALOE ACE AROB VOL TWA R -BANX ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 35770.000 r� 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .68 P_ 35770.000 12.29 512.10 .00 .00 512.98 .87 .57 .12 520.91 11200.0 .0 11200.0 .0 .0 1492.5 .0 365.0 50.1 522.81 .39 .00 7.50 .00 .000 .045 .000 .000 499.81 1035.11 .004585 200. 200. 200. 2 0 0 .00 239.48 1274.59 *SECNO 35970.000 ..JHIMP CLSTA= 1131.00 CELCH= HIMP CLSTA= 1131.00 CELCH= - XCAVATION DATA AEX 1557.1SQ - FT VEXR- P_ 503.20 BW= 180.00 STCHL= 1000.00 STCHR- 1264.90 501.20 BW= 20.00 STCHL- 1000.00 STCHR- 1264.90 .OK *CU -YD VEXT= .OK *CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.00 PAGE 50 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NAT. CHANNEL) -- ^ -- APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL- 35970.000 11.79 512.99 .00 .00 513.43 .44 .41 516.87 P_ 11200.0 .0 11200.0 .0 .0 2105.1 .0 373.3 .04 51.2 517.83 .40 .00 5.32 .00 .000 .040 .000 .000 501.20 1011.64 .001149 200. 200. 200. 2 0 0 .00 238.72 1250.36 PAGE 50 p- CCHV- .300 CEHV- .500 ^iECNO 36070.000 3IMP CLSTA= 1166.00 CELCH= 503.42 BW- 120.00 STCHL- 1060.33 STCHR- 1266.15 CHIMP CLSTA= 1166.00 CELCH- 501.42 BW- 20.00 STCHL= 1060.33 STCHR= 1266.15 ,XXCAVATION DATA EX- 1100.8SQ -FT VEXR- 4.9X *CU -YD VEXT= 4.9X *CU -YD r 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO .67 36070 -36140 MOVED 70' D.S. ►" HALFF ASSOC. SURV. SECN. •A• (1/29/85) BAF EXTENDED FROM CITY TOPO. 1 30SEP91 09:31:28 PAGE 51 n p 36070.000 11.50 512.92 .00 .00 513.83 .91 .17 .23 518.64 11200.0 .0 11200.0 .0 .0 1466.9 .0 377.4 51.7 516.80 .40 .00 7.64 .00 .000 .040 .000 .000 501.42 1077.50 r .002586 130. 100. 60. 2 0 0 .00 177.01 1254.50 rSECNO 36360.000 HIMP CLSTA= 1145.00 CELCH= 504.00 BW- 120.00 STCHL= 1036.40 STCHR= 1245.00 `-HIMP CLSTA= 1145.00 CELCH- 502.00 BW= 20.00 STCHL= 1036.40 STCHR- 1245.00 EXCAVATION DATA r. EX= 1532.7SQ -FT VEXR- 14.1X *CU -YD VEXT= 19.1R *CU -YD p- HALFF ASSOC. SURV. SECN. •B' (1/29/85) BAF 36360.000 11.59 513.59 .00 .00 514.47 .89 .64 .00 520.20 11200.0 .0 11200.0 .0 .0 1480.6 .0 387.2 52.8 517.33 .42 .00 7.56 .00 .000 .035 .000 .000 502.00 1056.27 .001927 290. 290. 290. 2 0 0 .00 177.47 1233.73 'SECNO 38220.000 CHIMP CLSTA= 1081.50 CELCH= 504.00 BW= 100.00 STCHL= 1031.36 STCHR= 1131.61 ►EXCAVATION DATA kEX= 654.7SQ -FT VEXR= 1.6X *CU -YD VEXT= 20.7R *CU -YD 3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 8.84 512.84 .00 .00 515.33 2.49 .06 .80 518.10 11200.0 .42 .001106 .0 11200.0 .0 .0 885.3 .0 388.3 53.0 515.37 .00 12.65 .00 .000 .015 .000 .000 504.00 1031.41 40. 40. 40. 3 0 0 .00 100.18 1131.59 *SECNO 38232.000 OF 6.5 DROP STRUCTURE, END CONCRETE 518.09 38235.000 7.29 517.79 517.79 .00 521.41 SECNO DEPTH CWSEL CRIWS WSELK EG HIMP CLSTA- 1081.50 CELCH- 504.00 BW- 100.00 STCHL- 1031.36 STCHR- 1131.61 QCH , - XCAVATION DATA ALOB ACH AROB VOL TWA R -BANX ELEV TIME AEX- 654.7SQ -FT VEXR= .3K *CU -YD VEXT- 21.OK *CU -YD XNR WTN ELKIN SSTA r• BOTTOM OF 6.5' DROP STRUCTURE SLOPE XLOBL XLCH XLOBR ITRIAL r ICONT CORAR TOPWID ENDST 38232.000 8.87 512.87 .00 .00 515.35 2.48 .01 .00 518.10 11200.0 .0 11200.0 .0 .0 887.0 .0 388.5 53.0 515.37 .42 .00 12.63 .00 .000 .015 .000 .000 504.00 1031.41 v- .001100 12. 12. 12. 0 0 0 .00 100.18 1131.59 r+ 30SEP91 09:31:28 r OF 6.5 DROP STRUCTURE, END CONCRETE 518.09 38235.000 7.29 517.79 517.79 .00 521.41 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANX ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELKIN SSTA r• SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SECNO 38235.000 HIMP CLSTA- 1081.50 CELCH- 510.50 BW- 100.00 STCHL- 1031.42 STCHR- 1131.55 EXCAVATION DATA w&EX- 3.5SQ -FT VEXR= .OK *CU -YD VEXT- 21.OK *CU -YD 3301 HV CHANGED MORE THAN HVINS 685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY ^720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE - ,ELENCL= 525.00 ELENCR= 525.00 X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5 DROP STRUCTURE, END CONCRETE 518.09 38235.000 7.29 517.79 517.79 .00 521.41 11200.0 .0 11153.7 46.3 .0 729.5 .42 .00 15.29 2.01 .000 .015 .001961 3. 3. 3. 20 15 1 TARGET- 120.000 3.61 .00 .57 518.09 23.0 388.6 53.0 515.36 .050 .000 510.50 1031.43 0 .00 110.07 1141.50 PAGE 52 F' 38255.000 iIMP CLSTA- 1081.50 CELCH- 510.50 BW= 90.00 STCHL= 1000.00 STCHR- 1141.80 EXCAVATION DATA puX= 106.4SQ -FT VEXR= .OK *CU -YD VEXT= 21.1K *CU -YD '.x280 CROSS SECTION 38255.00 EXTENDED .57 FEET r=+ 301 HV CHANGED MORE THAN HVINS ^585 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS= 1006.5 1156.5 TYPE- 1 TARGET= 150.000 r .F M CI= 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. 38255.000 10.47 520.97 517.64 .00 522.17 1.21 .04 .72 525.00 11200.0 .0 10926.2 273.8 .0 1227.2 76.4 389.0 53.1 515.60 .42 .00 8.90 3.58 .000 .035 .050 .000 510.50 1006.50 .002391 20. 20. 20. 23 5 0 .00 150.00 1156.50 30SEP91 09:31:28 T SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOHR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 38315.000 ^ HIMP CLSTA= 2765.00 CELCH= 510.50 BW= 45.00 STCHL= 2630.00 STCHR= 2890.00 XCAVATION DATA AEX= 259.2SQ -FT VEXR= .4K *CU -YD VEXT= 21.SK *CU -YD rr 3301 HV CHANGED MORE THAN HVINS APPROXIMATE CITY LIMIT OF COPPELL ^ 38315.000 11.46 521.96 .00 .00 522.48 .52 .10 .21 521.75 11200.0 .0 11200.0 .0 .0 1936.4 .0 391.3 53.3 520.75 .42 .00 5.78 .00 .000 .035 .000 .000 510.50 2630.00 .001297 60. 60. 60. 3 0 0 .00 260.00 2890.00 PAGE 53 r- 0- CCHV= .100 CEHV= .300 r-4SECNO 38380.000 J302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET= 260.000 ELENCL= 529.20 ELENCR= 529.20 p- D.S. FACE OF W. BOUND I.H. 635 (`n• Values, channel stations and encroachments have been corrected through 635 by A.H.H.) 38380.000 10.44 521.84 .00 .00 522.70 .87 .12 .10 515.40 11200.0 856.1 9636.0 708.0 76.7 1435.8 64.1 393.9 53.7 515.40 .42 11.16 6.71 11.05 .015 .045 .015 .000 511.40 2646.16 .002799 65. 65. 65. 2 0 0 .00 233.74 2879.90 SPECIAL BRIDGE B XK XKOR COPQ 1.05 1.20 -2.50 r� SECNO 38420.000 30SEP91 09:31:28 SECNO DEPTH CWSEL ._ Q Q L0B QCH TINE VLOB VCR SLOPE XLOBL XLCH 7ASS A LOW FLOW X420 BRIDGE W.S.= EGPRS EGLWC .00 522.77 RDLEN BWC BWP BAREA SS ELCHU ELCHD .00 105.00 4.00 3920.00 7.50 511.00 511.00 CRIWS WSELK EG QROB ALOB ACE VROB XNL XNCH XLOBR ITRIAL IDC HV HL OLOSS L -BANK ELEV AROB VOL TWA R -BANK ELEV XNR WTN ELM IN SSTA ICONT CORAR TOPWID ENDST 521.81 BRIDGE VELOCITY- 5.69 CALCULATED CHANNEL AREA- 1968. H3 QWEIR QLOW BARER TRAPEZOID ELLC ELTRD WEIRLN AREA .05 0. 11200. 3920. 4137. 528.70 532.80 0. 470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= ELENCL= 529.20 ELENCR= 529.20 U.S. FACE OF W. BOUND I.H. 635 ^ 38420.000 10.38 521.88 .00 .00 522.77 11200.0 848.7 9649.5 701.8 75.5 1426.0 .42 11.24 .6.77 11.14 .015 .045 1 TARGET= 260.000 .88 .06 .00 515.50 63.0 395.3 53.9 515.50 .015 .000 511.50 2646.35 PAGE 54 +-- .002872 40. 40. 40. 0 0 0 .00 233.39 2879.74 *SECNO 38500.000 P_ 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 o wl VALLEY SECTION BETWEEN I.H. 635 BRIDGES 38500.000 10.31 522.11 .00 .00 523.01 .90 .23 .01 515.80 11200.0 838.2 9668.6 693.2 73.8 1412.1 61.6 398.2 54.3 515.80 .43 11.36 6.85 11.25 .015 .045 .015 .000 511.80 2646.63 .002979 80. 80. 80. ..0 0 0 .00 232.89 2879.52 P_ *SECNO 38580.000 r 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET= 260.000 ELENCL- 529.20 ELENCR- 529.20 r D.S. FACE OF E. BOUND I.H. 635 38580.000 10.12 522.32 .00 .00 523.27 .95 .25 .01 516.20 11200.0 812.3 9716.0 671.7 69.6 1377.9 58.1 401.0 54.8 516.20 .43 11.67 7.05 11.56 .015 .045 .015 .000 512.20 2647.29 .003265 80. 80. 80. 1 0 0 .00 231.67 2878.96 l 30SEP91 09:31:28 PAGE 55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE 3B 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 r 3420 BRIDGE W.S.= 522.29 BRIDGE VELOCITY= 6.28 CALCULATED CHANNEL AREA= 1783. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 523.34 .06 0. 11200. 3920. 3708. 528.70 532.80 0. 0- r- .- +SECNO 39720.000 p- 3301 RV CHANGED MORE THAN HVINS ►- 30SEP91 09:31:28 1 TARGET- 260.000 .96 .07 .00 516.30 57.2 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE - r.ELENCL- 529.20 ELENCR= 529.20 0 .00 231.34 U.S. FACE OF E. BOUND I.H. 635 11200.0 4661.6 861.4 5677.0 1156.1 112.2 1552.8 436.5 62.2 38620.000 10.08 522.38 .00 .00 523.34 11200.0 805.3 9728.7 666.0 68.5 1368.7 .43 11.75 7.11 11.64 .015 .045 ^ .003347 40. 40. 40. 0 0 piSECN0 38670.000 5470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE= ELENCL- 529.20 ELENCR= 529.20 p- 50 U.S. E. SOUND I.H. 635 '"'38670.000 10.23 522.63 .00 .00 523.53 11200.0 212.5 10797.1 190.4 71.9 1396.6 .43 2.96 7.73 3.17 .065 .045 ^ .003855 50. 50. 50. 2 0 +SECNO 39720.000 p- 3301 RV CHANGED MORE THAN HVINS ►- 30SEP91 09:31:28 1 TARGET- 260.000 .96 .07 .00 516.30 57.2 402.4 55.0 516.30 .015 .000 512.30 2647.47 0 .00 231.34 2878.81 1 TARGET= 260.000 .90 .18 .01 516.40 60.0 404.1 55.3 516.40 .060 .000 512.40 2646.93 0 .00 232.34 2879.27 ^ SECNO 41180.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO = 1.45 ^ END OF A.H.H. CHANNEL IMPROVEMENT DATA ^ 41180.000 9.28 528.68 .00 .00 528.74 .06 2.40 .02 521.20 PAGE 56 PROFILE SECTION E - SURVEY SECTION 25 ^ 39720.000 9.04 526.04 .00 .00 526.32 .28 2.73 .06 519.00 11200.0 4661.6 861.4 5677.0 1156.1 112.2 1552.8 436.5 62.2 518.80 .48 4.03 7.67 3.66 .065 .045 .060 .000 517.00 1255.36 ^ .003449 25. 1050. 750. 2 0 0 .00 953.12 2208.48 ^ SECNO 41180.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO = 1.45 ^ END OF A.H.H. CHANNEL IMPROVEMENT DATA ^ 41180.000 9.28 528.68 .00 .00 528.74 .06 2.40 .02 521.20 PAGE 56 .- 7900.0 4631.9 532.8 2735.3 3286.6 137.7 1251.1 558.5 109.7 521.20 .70 1.41 3.87 2.19 .065 .045 .060 .000 519.40 850.46 n.. .000813 1300. 1460. 1600. 4 0 0 .00 2041.46 2891.93 *SECNO 41950.000 r 3265 DIVIDED FLOW 3302 WARNING% CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .41 1001 D.S. RADIO RD DEPTH CWSEL CRIWS WSELR EG HV HL 41950.000 8.87 529.67 .00 .00 530.11 .44 1.25 .11 522.10 AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB 7900.0 3052.0 1382.7 3465.3 777.4 153.3 806.6 615.2 137.0 522.60 .74 3.93 9.02 4.30 .065 .045 .060 .000 520.80 993.77 .004736 770. 770. 770. 3 0 0 .00 1045.83 2091.16 *SECNO 42050.000 ' ,,.3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED r- D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 10.07 531.07 531.07 .00 531.90 .83 .45 .12 522.30 7900.0 2474.1 4240.4 1185.5 1076.6 435.4 538.6 619.5 139.8 523.00 .75 2.30 9.74 2.20 .065 .045 .060 .000 521.00 903.43 .004374 100. 100. 100. 20 12 0 .00 1388.84 2292.28 30SEP91 09:31:28 r SECNO DEPTH CWSEL CRIWS WSELR 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 SPECIAL BRIDGE p- 3B XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCBD 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 PAGE 57 .SECNO 42090.000 ^ 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 7.09 ?RESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA i ,.. 540.85 531.90 .00 2642. 5260. 474. 474. 527.10 529.70 79. 0. r P- PROFILE SECTION CC - SURVEY SECTION 28 U.S. FACE RADIO RD SECT #26 10.66 535.56 .00 .00 535.60 42090.000 14.39 535.39 .00 .00 535.41 .01 0^ 7900.0 3735.2 1120.1 3044.6 5886.1 634.7 4978.1 .76 .63 1.76 .61 .065 .045 .060 .000087 40. 40. 40. 1 0 2 PM •SECNO 42170.000 P- PROFILE SECTION BB - SURVEY SECTION 27 42170.000 14.71 535.41 .00 .00 535.41 .01 r.. 7900.0 3824.5 355.7 3719.8 7002.4 264.2 6481.4 .80 .55 1.35 .57 .065 .045 .060 .000051 80. 80. 80. 2 0 0 3.51 .00 522.30 625.7 141.7 523.00 .000 521.00 459.95 .00 2726.79 3186.74 .01 .00 522.00 648.9 146.7 522.50 .000 520.70 454.80 .00 2746.04 3200.83 f �SECNO 44200.000 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, &RATIO a .35 30SEP91 09:31:28 PAGE 58 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 10.66 535.56 .00 .00 535.60 .04 .18 .01 526.80 7900.0 2523.5 1151.6 4224.9 1945.8 404.0 _ 3859.9 1003.7 229.9 531.90 1.11 1.30 2.85 1.09 .065 .045 .060 .000 524.90 1048.30 .000426 1800. 2030. 1300. 2 0 0 .00 2014.18 3062.48 PAGE 58 Oft +SECNO 45820.000 p- 1265 DIVIDED FLOW n 1.53 .22 3301 HV CHANGED MORE THAN HVINS 553.9 1107.2 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 533.10 .060 Pn693 PROBABLE MINIMUM SPECIFIC ENERGY 531.80 1487.33 3720 CRITICAL DEPTH ASSUMED .00 1001.18 �.. PROFILE SECTION DD - SURVEY SECTION 29 7900.0 45820.000 6.45 538.25 538.25 .00 539.02 7900.0 3574.9 1844.7 2480.4 689.5 159.7 1.16 5.18 11.55 4.48 .065 .045 .011681 1400. 1620. 1000. 20 14 p- p- 0- SECNO 47450.000 ,J301 HV CHANGED MORE THAN HVINS .77 1.53 .22 533.00 553.9 1107.2 271.0 533.10 .060 .000 531.80 1487.33 0 .00 1001.18 2568.24 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 2.67 p- SECNO 47540.000 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 11.54 543.64 .00 .00 543.78 .14 4.70 .06 535.80 7900.0 4671.7 1144.3 2084.1 2410.3 195.3 825.9 1179.7 306.8 535.40 1.30 1.94 5.86 2.52 .065 .045 .060 .000 532.10 1292.49 .001644 1250. 1630. 1350. 6 0 0 .00 1421.37 2713.87 SECNO 47540.000 0- 30SEP91 09 :31:28 PAGE 59 100' D.S. COUNTY LINE RD 47540.000 12.50 543.70 .00 .00 543.94 .24 .13 .03 542.30 7900.0 3247.0 3660.9 992.1 2157.9 662.7 705.3 1184.6 309.2 542.20 1.31 1.50 5.52 1.41 .065 .045 .060 .000 531.20 199.10 .001944 10. 90. 200. 2 0 0 .00 1951.35 2150.45 0- 30SEP91 09 :31:28 PAGE 59 r .SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 r D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 r r 47670.000 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV P- TINE VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r .SECNO 47640.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 r r >PECLAL BRIDGE ' .SB XK XKOR 1.05 2.70 r COFQ RDLEN -2.50 .00 *SECNO 47670.000 '3280 CROSS SECTION 47670.00 EXTENDED BWC BWP BARRA SS ELCHU ELCHD 66.50 4.00 416.70 1.13 534.40 534.40 4.30 FEET P-3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.95 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN r AREA 559.08 544.08 .01 3536. 4367. 417. 416. 540.40' 541.70 80. D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 r r 47670.000 17.89 548.59 .00 .00 548.60 .01 4.52 .00 541.80 47640.000 13.28 543.98 .00 .00 544.07 .09 .12 .01 541.80 7900.0 3832.9 2734.8 1332.3 3215.0 726.4 1158.3 1194.5 313.9 541.70 1.32 r 1.19 3.77 1.15 .065 .045 .060 .000 530.70 95.24 .000799 100. 100. 100. 2 0 0 .00 2103.71 2198.95 r >PECLAL BRIDGE ' .SB XK XKOR 1.05 2.70 r COFQ RDLEN -2.50 .00 *SECNO 47670.000 '3280 CROSS SECTION 47670.00 EXTENDED BWC BWP BARRA SS ELCHU ELCHD 66.50 4.00 416.70 1.13 534.40 534.40 4.30 FEET P-3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.95 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN r AREA 559.08 544.08 .01 3536. 4367. 417. 416. 540.40' 541.70 80. *SECNO 47720.000 ^280 CROSS SECTION 47720.00 EXTENDED 4.00 FEET U.S. FACE COUNTY LINE RD SECT #31 r 47670.000 17.89 548.59 .00 .00 548.60 .01 4.52 .00 541.80 7900.0 4707.2 1096.7 2096.0 9946.8 1095.4 4341.9 1201.6 315.4 541.70 1.34 .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 ^280 CROSS SECTION 47720.00 EXTENDED 4.00 FEET 1 r 30SEP91 09:31:28 r� PROFILE SECTION GG - SURVEY SECTION 32 50 U.S. COUNTY LINE RD 47720.000 17.59 548.59 .00 .00 548.60 .01 .00 .00 542.10 7900.0 4693.5 1131.4 2075.0 9517.0 1070.2 4133.3 1218.8 318.0 542.00 1.36 .49 1.06 .50 .065 .045 .060 .000 531.00 50.00 .000038 50. 50. 50. 1 0 0 .00 2250.00 2300.00 .000108 600. 630. 300. 0 0 0 .00 -SECHO 48350.000 2900.00 3280 CROSS p- SECTION 48350.00 EXTENDED .91 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .59 30SEP91 09 :31:28 C1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS P2 500 YEAR T3 GRAPEVINE CREEK p- 11 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 0 5 0 0 0 0 0 0 499.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 1 30SEP91 09:31:28 PAGE 60 PAGE 61 PAGE 62 PROFILE SECTION GG - SURVEY SECTION 32 48350.000 13.21 548.61 .00 .00 548.63 .02 .03 .01 543.40 7900.0 2427.9 3163.3 2308.8 4035.4 1867.6 2732.1 1357.1 341.9 539.10 1.49 r .60 1.69 .85 .065 .045 .060 .000 535.40 1034.24 .000108 600. 630. 300. 0 0 0 .00 1865.76 2900.00 30SEP91 09 :31:28 C1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS P2 500 YEAR T3 GRAPEVINE CREEK p- 11 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 0 5 0 0 0 0 0 0 499.50 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 1 30SEP91 09:31:28 PAGE 60 PAGE 61 PAGE 62 ►� SECNO DEPTH CWSEL CRIWS WHELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XHL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 4 CCHV. .100 CEHV. .300 19 .50 .47 513.30 .0 .0 pdSECNO 27620.000 18.02 501.72 .00 .00 503.83 2.11 3.53 .56 492.30 * * ** *NOTE: SB CARD WEIR COEFF. CHGID TO -2.5 TO MATCH FIS * * *rrrr• :• .0 129.1 19.0 STARTING WSEL FROM KIMLEY HORN FIS UPDATE MAY 1990 7.10 14.00 .00 .065 .045 .000 .000 483.70 1999.60 .007765 1600. 2510. 2000. 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 r .000719 50. 50. 50. 0 0 0 .00 727.23 2077.23 ,ASECNO 30130.000 s301 HV CHANGED MORE THAN HVINS ;302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .30 CCHV. .300 CEHV. .500 P ' - SECNO 30189.000 3301 HV CHANGED MORE THAN HVINS nom• 30189.000 14.95 501.75 13400.0 .0 13400.0 .05 .00 14.02 P_ .009379 59. 59. .00 PROFILE SECTION T - SURVEY SECTION 19 .50 .47 513.30 .0 .0 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 P ' - SECNO 30189.000 3301 HV CHANGED MORE THAN HVINS nom• 30189.000 14.95 501.75 13400.0 .0 13400.0 .05 .00 14.02 P_ .009379 59. 59. .00 .00 504.80 3.05 .50 .47 513.30 .0 .0 955.6 .0 130.6 19.2 513.40 .00 .000 .045 .000 .000 486.80 2154.38 59. 2 0 0 .00 97.06 2251.44 'SECNO 30190.000 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV 13400.0 .0 13400.0 .0 .0 851.0 .0 130.6 19.2 513.40 .05 .00 15.75 .00 .000 TIME VLOB VCH VROB XNL XNCH XNR WTH ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .48 1370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 r 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 r� 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 p- 1265 DIVIDED FLOW r 3301 HV CHANGED MORE THAN BVINS P-9370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 30200.000 16.40 503.20 .00 .00 505.89 2.69 .32 .35 513.30 13400.0 .0 13400.0 .0 .0 1018.1 .0 130.9 19.2 513.40 .05 .00 13.16 .00 .026213 10. 10. 10. .000 .045 .000 5 0 0 .000 486.80 2154.00 .00 92.73 2253.73 'SECNO 30201.000 ""3301 HV CHANGED MORE THAN HVINS PAGE 63 I HL GLOSS L -BANK ELEV AROB VOL /- 30SEP91 09:31:28 WTN ELMIN SSTA ICONT SBCNO DEPTH CWSEL CRIWS WSELK EG r 21.97 505.77 .00 .00 506.40 .62 Q QLOB QCH QROB ALOE ACH 6049.8 TIME VLOB VCH VROB XNL XNCH 19.5 SLOPE XLOBL XLCH XLOBR ITRIAL IDC HV HL GLOSS L -BANK ELEV AROB VOL TWA R -BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 8.4302 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 .00 11.19 .00 .000 .045 .000 .000 486.80 2152.34 .004868 1. 1. 1. 3 0 0 .00 102.90 2255.25 r :CHV. .100 CEHV. .300 *SECNO 30250.000 1301 HV CHANGED MORE THAN HVINS r 19.87 507.67 .00 .00 508.13 .45 1.71 .02 490.70 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 1.58 .0 184.3 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 p- -SECNO 31310.000 31310.000 r.� 19.87 507.67 .00 .00 508.13 .45 1.71 .02 490.70 13400.0 8629.1 4770.9 .0 2183.2 653.3 .0 184.3 27.9 509.20 .10 3.95 7.30 .00 .065 .045 .000 .000 487.80 1374.36 .001983 750. 1060. 500. 2 0 0 .00 542.50 1916.85 *SECNO 31480.000 T" Ml BV CHANGED MORE THAN HVINS ' 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .39 PAGE 64 - 1370 NORMAL BRIDGE, NRD. 2 MIN ELTRD. 509.10 MAX ELL C. 506.10 1 n.. 30SEP91 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. 09:31:28 PAGE 65 SECNO DEPTH CWSEL CRIWS WSELK EG HV EL OLOSS L -BANK ELEV p+ Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB YNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST p- * SECNO 31750.000 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 r- 31750.000 20.98 509.62 .00 .00 .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 x3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 509.10 MAX ELLC= 506.10 31500.000 19.80 507.80 .00 .00 509.45 1.65 .26 .00 509.10 13400.0 .0 13400.0 .0 .0 1300.9 .0 193.0 29.3 509.10 r .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 x.3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.34 31550.000 21.25 509.45 .00 .00 509.72 .27 .14 .14 491.10 13400.0 9131.2 4268.8 .0 2895.6 729.2 .0 195.8 29.7 509.60 p- .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 7CHV= .100 CEHV= .300 * SECNO 31750.000 3280 CROSS SECTION 31750.00 EXTENDED .02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.59 HALFF ASSOC. SURV. SECN. AA 31750.000 20.98 509.62 .00 .00 509.86 .24 .14 .00 509.60 13400.0 .0 13400.0 .0 .0 3407.9 .0 211.3 31.5 513.06 .- .12 .00 3.93 .00 .000 .045 .000 .000 488.64 1000.00 .000465 180. 200. 220. 2 0 0 .00 . 256.85 1256.85 30SEP91 09 :31:28 p- HALFF ASSOC. SURV. SECN. CC .00 13400.0 .0 13400.0 .0 ..- .29 r SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANE ELEV 4 QLOB QCH 4ROB 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 ^ 4 SECNO 32740.000 .00 276.18 1304.12 BALFF ASSOC. SURV. SECN. BB 32740.000 17.05 510.12 .00 .00 510.39 .27 .52 .01 511.47 13400.0 .0 13400.0 .0 .0 3190.6 .0 286.3 37.5 512.67 .19 .00 4.20 .00 .000 .045 .000 .000 493.07 1005.69 .000601 990. 990. 990. 2 0 0 .00 265.77 1271.46 ^SECNO 34045.000 SECNO 34330.000 HALFF ASSOC. SURV. SECN. DD 34330.000 HALFF ASSOC. SURV. SECN. CC .00 13400.0 .0 13400.0 .0 ..- .29 r 5.40 .00 .001417 285. 285. 285. 498.07 1029.21 34045.000 17.87 510.97 .00 .00 511.26 .30 .86 .01 518.50 13400.0 .0 13400.0 .0 .0 3061.6 .0 379.9 45.6 516.53 .27 .00 4.38 .00 .000 .045 .000 .000 493.10 1027.95 .000730 1305. 1305. 1305. 2 0 0 .00 276.18 1304.12 SECNO 34330.000 HALFF ASSOC. SURV. SECN. DD 34330.000 13.07 511.14 .00 13400.0 .0 13400.0 .0 ..- .29 .00 5.40 .00 .001417 285. 285. 285. .00 511.59 .45 .28 .05 518.23 .0 2483.3 .0 398.1 47.4 517.83 .000 .045 .000 .000 498.07 1029.21 1 0 0 .00 271.67 1300.88 ^SECNO 34870.000 BALFF ASSOC. SURV. SECN. EE 34870.000 10.69 511.95 .00 .00 512.50 13400.0 .0 13400.0 .0 .0 2257.2 .31 .00 5.94 .00 .000 .045 .001894 540. 540. 540. 2 0 .55 .88 .03 519.25 .0 427.5 50.7 520.25 000 .000 501.26 1027.85 0 .00 265.97 1293.82 PAGE 66 - SECNO 35450.000 .- .- 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WSELK EG HV EL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV r TIME VLOB VCR VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD- 520.30 MAX ELL C= 514.10 0- ,*SECNO 35570.000 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. 520.91 .0 r- 35570.000 12.51 513.41 .00 .00 513.94 .52 .25 .00 35450.000 12.22 513.12 .00 .00 513.68 .57 1.18 .01 514.20 13400.0 .0 13400.0 .0 .0 2221.3 .0 457.3 54.4 520.30 .34 .00 6.03 .00 .000 .045 .000 .000 500.90 1015.90 r .002182 580. 580. 580. 2 0 0 .00 284.60 1300.49 ,*SECNO 35570.000 3370 NORMAL BRIDGE, NRD. 2 MIN ELTRD- 520.30 MAX ELLC= 514.10 •SECNO 35770.000 35770.000 13.88 513.69 14200.0 .0 14200.0 .35 .00 7.54 .003641 200. 200. *SECNO 35970.000 ,-CHIMP CLSTA. 1131.00 CELCH= :HIMP CLSTA- 1131.00 CELCH- "XCAVATION DATA AEX. 1557.1SQ -FT VEXR. .00 HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PXWY. .11 520.91 .0 .0 35570.000 12.51 513.41 .00 .00 513.94 .52 .25 .00 514.20 .-- 13400.0 .0 13400.0 .0 .0 2305.3 .0 463.5 55.2 520.30 .35 .00 5.81 .00 .000 .045 .000 .000 500.90 1012.13 .001967 120. 120. 120. 2 0 0 .00 288.81 1300.94 •SECNO 35770.000 35770.000 13.88 513.69 14200.0 .0 14200.0 .35 .00 7.54 .003641 200. 200. *SECNO 35970.000 ,-CHIMP CLSTA. 1131.00 CELCH= :HIMP CLSTA- 1131.00 CELCH- "XCAVATION DATA AEX. 1557.1SQ -FT VEXR. .00 .00 514.57 .88 .53 .11 520.91 .0 .0 1882.5 .0 473.1 56.4 522.81 .00 .000 .045 .000 .000 499.81 1028.79 200. 2 0 0 .00 251.94 1280.73 503.20 BW= 180.00 STCHL= 1000.00 STCHR= 1264.90 501.20 SW= 20.00 STCHL- 1000.00 STCHR= 1264.90 .OK *CU -YD VEXT- .OK *CU -YD PAGE 67 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO = 1.78 .-y HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NAT. CHANNEL) -- ^ -- APPROX. NEAR OLD COE STA. 37550. 30SEP91 09:31:28 ^ r CCHV= .300 CEHV= .500 ^ , SECNO 36070.000 :SIMP CLSTA= 1166.00 CELCE. 503.42 BW. 120.00 STCHL. 1060.33 STCHR= 1266.15 CHIMP CLSTA. 1166.00 CELCH. 501.42 BW. 20.00 STCHL. 1060.33 STCHR= 1266.15 " nXCAVATION DATA 1EX- 1100.8SQ -FT VEXR. 4.9K *CU -YD VENT. 4.9K *CU -YD ^ 1301 HV CHANGED MORE THAN HVINS ^ 3302 WARNING: CONVEYANCE CHANGE BEGIN IMPROVED CHANNEL KRATIO - .67 36070 -36140 MOVED 70• D.S. 35970.000 13.27 514.47 .00 .00 514.99 .52 .38 .04 516.87 14200.0 .0 14200.0 .0 .0 2465.7 .0 483.1 57.6 517.83 .36 .00 5.76 .00 .000 .040 .000 .000 501.20 1007.19 r . .001147 200. 200. 200. 2 0 0 .00 247.62 1254.81 CCHV= .300 CEHV= .500 ^ , SECNO 36070.000 :SIMP CLSTA= 1166.00 CELCE. 503.42 BW. 120.00 STCHL. 1060.33 STCHR= 1266.15 CHIMP CLSTA. 1166.00 CELCH. 501.42 BW. 20.00 STCHL. 1060.33 STCHR= 1266.15 " nXCAVATION DATA 1EX- 1100.8SQ -FT VEXR. 4.9K *CU -YD VENT. 4.9K *CU -YD ^ 1301 HV CHANGED MORE THAN HVINS ^ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 36070 -36140 MOVED 70• D.S. ^ HALFF ASSOC. SURV. SECN. •A• (1/29/85) BAY EXTENDED FROM CITY TOPO. ^ 36070.000 12.95 514.37 .00 .00 515.42 1.05 .16 .27 518.64 14200.0 .0 14200.0 .0 .0 1729.6 .0 487.9 58.1 516.80 .37 .00 8.21 .00 .000 .040 .000 .000 501.42 1073.15 .002564 130. 100. 60. 2 0 0 .00 185.70 1258.85 *SECNO 36360.000 ^ HIMP CLSTA= 1145.00 CELCH= 504.00 BW. 120.00 STCHL. 1036.40 STCHR- 1245.00 !HIMP CLSTA= 1145.00 CELCH. 502.00 BW- 20.00 STCHL. 1036.40 STCHR. 1245.00 EXCAVATION DATA ,,4EX. 1532.7SQ -FT VEXR= 14.1K *CU -YD VEXT= 19.1K *CU -YD ^ HALFF ASSOC. SURV. SECN. •B• (1/29/85) BAP 36360.000 13.03 515.03 .00 .00 516.06 1.03 .64 .00 520.20 14200.0 .0 14200.0 .0 .0 1743.0 .0 499.5 59.3 517.33 ^ •38 .00 8.15 .00 .000 .035 .000 .000 502.00 1051.94 PAGE 68 .• EXCAVATION DATA .001920 290. 290. 290. 2 0 0 .00 186.13 1238.06 p- *SECNO 38220.000 654.7SQ -FT VEXR= 1.6K *CU -YD CHIMP CLSTA= 1081.50 CELCH= 504.00 BW. 100.00 STCHL. 1031.36 STCHR= 1131.61 1 BEGIN CONCRETE LINING r 38220.000 10.06 514.06 .00 .00 517.15 3.09 .06 30SEP91 09 :31:28 14200.0 .0 14200.0 .0 .0 1007.3 .0 500.7 59.4 515.37 .38 .00 14.10 .00 .000 .015 .000 .000 PAGE 69 p- SECNO DEPTH CWSRL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACE AROB VOL TWA R -BANX ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELKIN SSTA p- SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST VEXT- 21.OX *CU -YD p- BOTTOM OF 6.5' DROP STRUCTURE r EXCAVATION DATA pm AEX= 654.7SQ -FT VEXR= 1.6K *CU -YD VEXT- 20.7K *CU -YD ^3301 HV CHANGED MORE THAN HVINS BEGIN CONCRETE LINING 38220.000 10.06 514.06 .00 .00 517.15 3.09 .06 1.03 518.10 14200.0 .0 14200.0 .0 .0 1007.3 .0 500.7 59.4 515.37 .38 .00 14.10 .00 .000 .015 .000 .000 504.00 1031.40 .001189 40. 40. r.� 40. 3 0 0 .00 100.20 1131.60 *SECNO 38232.000 ?"CHIMP CLSTA. 1081.50 CELCH= 504.00 BW. 100.00 STCHL- 1031.36 STCHR= 1131.61 EXCAVATION DATA AEX= 654.7SQ -FT VEXR= .3K *CU -YD VEXT- 21.OX *CU -YD p- BOTTOM OF 6.5' DROP STRUCTURE 38232.000 10.09 514.09 .00 .00 517.17 3.08 .01 .00 518.10 14200.0 .0 14200.0 .0 .0 1009.0 .0 501.0 59.5 515.37 .38 .00 14.07 .00 .000 .015 .000 .000 504.00 1031.40 .001182 12. 12. 12. 0 0 0 .00 100.20 1131.60 ,!SECNO 38235.000 :HIMP CLSTA= 1081.50 CELCH= 510.50 BW- 100.00 STCHL- 1031.42 STCHR= 1131.55 ZXCAVATION DATA AzX= 3.5SQ -FT VEXR= .0X *CU -YD VEXT= 21.OX *CU -YD 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY ^ 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS. 1021.5 1141.5 TYPE. 1 TARGET. 120.000 ELENCL. 525.00 ELENCR= 525.00 r X3 USED TO REFLECT INEFFECTIVE FLOW TOP OF 6.5 DROP STRUCTURE, END CONCRETE 1 r.. 30SEP91 09:31:28 r p.rSECNO 38255.000 :HIMP CLSTA= 1081.50 CELCH- 510.50 BW. 90.00 STCHL= 1000.00 STCBR. 1141.80 EXCAVATION DATA 38235.000 8.55 519.05 519.05 .00 523.25 4.20 .00 .56 518.09 14200.0 2.4 14110.5 87.0 3.1 855.8 35.5 501.1 59.5 515.36 .38 .78 16.49 2.45 .050 .015 .050 .000 510.50 1024.99 .001850 3. 3. 3. 20 11 0 .00 116.51 1141.50 r p.rSECNO 38255.000 :HIMP CLSTA= 1081.50 CELCH- 510.50 BW. 90.00 STCHL= 1000.00 STCBR. 1141.80 EXCAVATION DATA AEX- 106.4SQ -FT VEXR- .OR *CU -YD VEXT- 21.1R *CU -YD w ^ 1280 CROSS SECTION 38255.00 EXTENDED 2.43 FEET 1301 HV CHANGED MORE THAN HVINS r 1470 ENCROACHMENT STATIONS. 1006.5 1156.5 TYPE= 1 TARGET= 150.000 ELENCL= 525.00 ELENCR- 525.00 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. 38255.000 12.33 522.83 .00 .00 524.15 1.32 .04 .86 525.00 14200.0 .0 13799.1 400.9 .0 1479.3 103.8 501.7 59.5 515.60 .38 .00 9.33 3.86 .000 .035 .050 .000 510.50 1006.50 .002083 20. 20. 20. 5 0 0 .00 150.00 1156.50 *SECNO 38315.000 rte• CHIMP CLSTA- 2765.00 CELCH= 510.50 BW. 45.00 STCHL. 2630.00 STCHR. 2890.00 XCAVATION DATA EX= 259.2SQ -FT VEXR. .4X *CU -YD VEXT= 21.SX *CU -YD 301 HV CHANGED MORE THAN HVINS PAGE 70 30SEP91 09:31:28 PAGE 71 0 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.47 QROB ALOE ACS APPROXIMATE CITY LIMIT OF COPPELL TWA R -BANK ELEV P_ TIME VLOB VCH 38315.000 13.45 523.95 .00 .00 524.47 .52 .08 .24 521.75 14200.0 .0 14200.0 .0 .0 2453.8 .0 504.4 59.8 520.75 .38 .00 5.79 .00 .000 .035 .000 .000 1510.50 2630.00 .000966 60. 60. 60. 3 0 0 .00 260.00 2890.00 30SEP91 09:31:28 PAGE 71 0 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACS AROB VOL TWA R -BANK ELEV P_ TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITR IDC ICONT CORAR TOPWID ENDST 0- ::CHV= .100 CEHV= .300 *SECNO 38380.000 r 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 0- P_ P_ r D.S. FACE OF W. BOUND Z.H. 635 (`n• Values, channel stations and encroachments have been corrected through 635 by A.S.S.) 38380.000 12.40 523.80 .00 .00 524.66 .86 .09 .10 515.40 14200.0 1426.0 11594.7 1179.3 130.7 1809.1 109.1 507.8 60.2 515.40 .38 10.91 6.41 10.81 .015 .045 .015 .000 511.40 2638.89 .001876 65. 65. 65. 2 0 0 .00 247.09 2885.98 0- ;PECIAL BRIDGE P-4B XK XROR COFQ RDLEN BWC BWP BARE& 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 :LASS A LOW FLOW 3420 BRIDGE W.S.= 523.78 BRIDGE VELOCITY= 5.64 CALCULATED CHANNEL AREA= 2516. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA "'� .00 524.71 .04 0. 14200. 3920. 4137. 528.70 532.80 0. P_ 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 524.88 .90 .16 ELENCL- 529.20 ELENCR- 529.20 1390.1 11660.4 1149.5 124.1 1768.1 103.6 P_ 60.9 515.80 .39 11.21 6.59 11.10 .015 .045 .015 .000 511.80 U.S. FACE OF W. BOUND I.H. 635 .002048 r . 80. 80. 80. 1 0 0 38420.000 12.34 523.84 .00 .00 524.71 .87 .05 .00 515.50 14200.0 1416.0 11613.1 1171.0 128.8 1797.6 107.6 509.7 60.4 515.50 ELENCL= .38 10.99 6.46 10.89 .015 .045 .015 .000 511.50 2639.11 D.S. FACE .001923 40. 40. 40. 0 0 0 .00 246.68 2885.79 r.� .00 .00 525.07 .96 .17 .02 516.20 14200.0 1343.5 1 30SFP91 09:31:28 1715.5 96.7 517.0 61.3 516.20 .39 11.60 6.85 11.49 .015 .045 .015 .000 512.20 2640.71 .002298 80. 80. SECNO DEPTH CWSEL CRIWS WHELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACE 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 0- + SECNO 38500.000 '1470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= , ELENCL- 529.20 ELENCR- 529.20 P_ VALLEY SECTION BETWEEN I.H. 635 BRIDGES 1 TARGET- 260.000 PAGE 72 38500.000 12.18 523.98 .00 .00 524.88 .90 .16 .01 515.80 14200.0 1390.1 11660.4 1149.5 124.1 1768.1 103.6 513.4 60.9 515.80 .39 11.21 6.59 11.10 .015 .045 .015 .000 511.80 2639.69 .002048 r . 80. 80. 80. 1 0 0 .00 245.63 2885.31 SECNO 38580.000 1-470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET= 260.000 ELENCL= 529.20 ELENCR- 529.20 D.S. FACE OF E. BOUND I.H. 635 38580.000 11.91 524.11 .00 .00 525.07 .96 .17 .02 516.20 14200.0 1343.5 11745.5 1111.0 115.8 1715.5 96.7 517.0 61.3 516.20 .39 11.60 6.85 11.49 .015 .045 .015 .000 512.20 2640.71 .002298 80. 80. 80. 2 0 0 .00 243.75 2884.46 PAGE 72 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BARRA SS ELCHU ELCHD 1.05 1.20 -2.50 .00 105.00 4.00 3920.00 7.50 512.20 512.20 r *SECNO 38620.000 CLASS A LOW FLOW P-3420 BRIDGE W.S.= 524.08 BRIDGE VELOCITY- 6.29 CALCULATED CHANNEL AREA= 2259. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN p- AREA - .00 525.13 .05 0. 14200. 3920. 3708. 528.70 532.80 0. ►- 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL- 529.20 ELENCR- 529.20 30SEP91 09:31:28 PAGE 73 p- *SECNO 38670.000 p- 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL- 529.20 RLENCR- 529.20 U.S. FACE OF E. BOUND I.H. 635 38620.000 11.86 524.16 .00 .00 525.13 .97 .06 .00 516.30 14200.0 1335.3 11760.4 1104.3 114.4 1706.5 95.5 518.7 61.5 516.30 .39 11.67 6.89 11.56 .015 .045 .015 .000 512.30 2640.89 p- .002345 40. 40. 40. 0 0 0 .00 243.42 2884.31 *SECNO 38670.000 p- 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL- 529.20 RLENCR- 529.20 *SECNO 39720.000 '280 CROSS SECTION 39720.00 EXTENDED .63 FEET .3301 HV CHANGED MORE THAN HVINS 50' U.S. E. BOUND I.H. 635 -38670.000 11.95 524.35 .00 .00 525.27 .92 .13 .01 516.40 14200.0 359.2 13518.9 321.8 117.1 1723.9 97.8 521.0 61.8 516.40 .39 3.07 7.84 3.29 .065 .045 .060 .000 512.40 2640.55 .002995 50. 50. 50. 2 0 0 .00 244.05 2884.59 *SECNO 39720.000 '280 CROSS SECTION 39720.00 EXTENDED .63 FEET .3301 HV CHANGED MORE THAN HVINS p- DEPTH PROFILE SECTION Z - SURVEY SECTION 25 WSELR EG HV HL OLOSS L -SANK ELEV 39720.000 10.13 527.13 .00 .00 527.32 .20 1.98 .07 519.00 TIME 14200.0 5902.9 876.6 7420.5 1876.0 126.5 2264.3 564.2 71.9 518.80 XLOBL .45 3.15 6.93 3.28 .065 .045 .060 .000 517.00 1000.00 .00 .002396 25. 1050. 750. 2 0 0 .00 1557.96 2557.96 SECNO 41180.000 U- END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.000 9.86 529.26 .00 .00 529.32 .06 1.98 .01 521.20 9900.0 6147.3 574.7 3178.0 4290.2 147.0 1476.5 729.5 132.4 521.20 U- .67 1.43 3.91 2.15 .065 .045 .060 .000 519.40 776.66 .000760 1300. 1460. 1600. 3 0 0 .00 2207.36 2984.01 SECNO 41950.000 1 30SEP91 09 :31:28 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS L -SANK ELEV r Q QLOB QCH QROH ALOE ACE AROB VOL TWA R -HANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 0 0 .00 1332.71 2276.70 .2302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .41 iECNO 42050.000 .585 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 720 CRITICAL DEPTH ASSUMED D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 PAGE 74 100' D.S. RADIO RD 41950.000 9.40 530.20 .00 .00 530.60 .40 1.18 .10 522.10 9900.0 4093.0 1510.1 4297.0 1217.4 163.5 1009.9 802.9 163.7 522.60 r- .72 3.36 9.23 4.25 .065 .045 .060 .000 520.80 943.99 .004553 770. 770. 770. 2 0 0 .00 1332.71 2276.70 iECNO 42050.000 .585 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 720 CRITICAL DEPTH ASSUMED D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 PAGE 74 P- DEPTH CWSEL CRIWS WHELK EG HV HL OLOSS L -BANK ELEV 42050.000 10.42 531.42 531.42 .00 532.24 .81 .46 .13 522.30 9900.0 3501.9 4629.4 1768.7 1395.6 451.7 738.3 808.6 167.1 523.00 .72 2.51 10.25 2.40 .065 .045 .060 .000 521.00 864.23 .004614 100. 100. 100. 20 8 0 .00 1609.75 2473.98 SPECIAL BRIDGE r-8H 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 NORE THAN HVINS F 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO 9.52 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape 1 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WHELK EG HV HL OLOSS L -BANK ELEV Q QLOB QC8 QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH )(NR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST EGPRS EGLWC 546.79 532.24 H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 3927. 6026. 474. 474. 527.10 529.70 79. SECNO 42170.000 PROFILE SECTION BB - SURVEY SECTION 27 PAGE 75 r. U.S. FACE RADIO RD SECT #26 42090.000 16.11 537.11 .00 .00 537.12 .01 4.88 .00 522.30 9900.0 4721.3 1042.1 4136.5 8311.1 713.6 7494.4 817.3 169.3 523.00 _ .74 .57 1.46 .55 .065 .045 .060 .000 521.00 288.43 .000051 40. 40. 40. 0 0 2 .00 3127.00 3415.43 SECNO 42170.000 PROFILE SECTION BB - SURVEY SECTION 27 PAGE 75 r. + SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42 PROFILE SECTION CC - SURVEY SECTION 28 HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB r ACE 42170.000 16.41 537.11 .00 .00 537.12 .00 .00 .00 522.00 9900.0 4808.0 354.3 4737.6 9424.4 296.7 9047.5 849.7 175.0 522.50 .78 .51 1.19 .52 .065 .045 .060 .000 520.70 288.54 .000034 80. 80. 80. 2 0 0 .00 3135.10 3423.64 + SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42 " + SECNO 45820.000 3265 DIVIDED FLOW 0- 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS PROFILE SECTION CC - SURVEY SECTION 28 HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB r ACE AROB VOL TWA R -BANK ELEV r. TIME VLOB VCH VROB XNL XNCH 44200.000 12.31 537.21 .00 .00 537.23 .02 .11 .00 526.80 9900.0 3090.8 1030.8 5778.4 3184.6 479.8 6003.7 1353.0 267.6 531.90 1.18 .97 2.15 .96 .065 .045 .060 .000 524.90 957.08 r .000192 1800. 2030. 1300. 2 0 0 .00 2155.32 3112.40 " + SECNO 45820.000 3265 DIVIDED FLOW 0- 30SEP91 09:31:28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV r. TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r. 3301 HV CHANGED MORE THAN HVINS n685 20 TRIALS ATTEP3PTED 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 2078.5 3286.3 898.0 168.3 680.0 1507.3 313.0 533.10 1.23 5.05 12.35 4.83 .065 .045 .060 .000 531.80 1407.66 .012450 1400. 1620. 1000. 20 11 0 .00 1151.58 2597.21 * SECNO 47450.000 1301 HV CHANGED MORE THAN HVINS PAGE 76 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE KRATIO = 2.73 r p- D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 .;B XK XROR COFQ RDLEN r 47640.000 13.72 544.42 .00 .00 544.51 .09 PROFILE SECTION BE - SURVEY SECTION 30 541.80 ` 9900.0 5072.2 2977.4 1850.4 3844.6 47450.000 12.00 544.10 .00 .00 544.25 .14 4.81 .07 535.80 .000 9900.0 6072.2 1246.0 2581.8 2912.5 204.5 994.6 1594.9 352.6 535.40 2224.65 1.37 2.08 6.09 2.60 .065 .045 .060 .000 532.10 1226.65 .001672 1250. 1630. 1350. 6 0 0 .00 1529.13 2755.77 'SECNO 47540.000 p- 100' D.S. COUNTY LINE RD 47540.000 12.98 544.18 .00 .00 544.38 .20 .12 .02 542.30 !" 9900.0 4567.3 3807.3 1525.4 2792.9 700.5 977.1 1601.0 355.2 542.20 1.38 1.64 5.43 1.56 .065 .045 .060 .000 531.20 138.49 .001747 10. 90. 200. 2 0 0 .00 2041.54 2180.03 = SECNO 47640.000 1 p- 30SEP91 09:31:28 p- SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACE AROB VOL TWA R -BANK ELEV TINE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3280 CROSS SECTION 47640.00 EXTENDED .12 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 SPECIAL BRIDGE 227 DOWNSTREAM ELEV IS D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 .;B XK XROR COFQ RDLEN r 47640.000 13.72 544.42 .00 .00 544.51 .09 .11 .01 541.80 ` 9900.0 5072.2 2977.4 1850.4 3844.6 761.2 1428.9 1613.1 360.0 541.70 1.39 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 227 DOWNSTREAM ELEV IS 541.53 , NOT 544.42 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) .;B XK XROR COFQ RDLEN BWC BWP BARBA 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 PAGE 77 O M 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 5.71 r- 'RESSURE AND WEIR FLOW, Weir Submergence Based an OGEE Shape EGPRS EGLWC H3 QWEIR QPR BARRA TRAPEZOID ELLC ELM 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 1167.9 2751.3 12497.9 1235.1 5579.9 1621.8 361.6 541.70 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 r. 30SEP91 09:31 :28 PAGE 78 SECNO DEPTH CWSEL CRIWS WSELR EG HV EL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST. r- •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 1643.6 364.2 542.00 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 48350.000 280 CROSS SECTION 48350.00 EXTENDED 2.65 FEET 302 WARNING: CONVEYANCE 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 r� 9900.0 3649.6 3283.5 2967.0 5988.3 2163.7 3777.1 1823.7 388.3 539.10 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 30SEP91 P. P_ 09:31:28 PAGE 79 THIS RUN EXECUTED 30SEP91 09 :32:13 ****** * *r * *r *r * * *r *rtrrrr * *rrrrtrrrrr HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 r*** rr *rrrr *rr * *rr * *rrrrrrrrrrrr *trtr r NOTE - ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST P_ GRAPEVINE CREEK (G P_ SUMMARY PRINTOUT '^ SECNO Q CWSEL VCR TOPWID 27620.000 6700.00 492.50 9.27 232.51 27620.000 9400.00 494.68 9.04 481.38 27620.000 10500.00 495.60 8.43 590.55 27620.000 13400.00 499.50 .5.39 727.23 30130.000 6700.00 500.67 8.08 155.08 30130.000 9400.00 502.04 9.41 233.99 30130.000 10500.00 502.18 10.30 242.29 '�• 30130.000 13400.00 501.72 14.00 222.30 30189.000 6700.00 500.74 7.80 93.92 �.. 30189.000 9400.00 502.02 9.58 97.87 30189.000 10500.00 502.14 10.57 98.13 30189.000 13400.00 501.75 14.02 97.06 t 30190.000 6700.00 500.65 8.51 86.66 30190.000 9400.00 501.89 10.48 90.48 * 30190.000 10500.00 501.97 11.61 90.75 �r 30190.000 13400.00 501.37 15.75 88.90 30200.000 6700.00 500.82 8.35 87.20 r.. 30200.000 9400.00 502.18 10.17 91.12 30200.000 10500.00 502.40 11.13 91.46 30200.000 13400.00 503.20 13.16 92.73 31310.000 13400.00 507.67 7.30 542.50 30201.000 6700.00 501.10 7.50 95.05 30201.000 9400.00 502.64 9.01 99.19 * 30201.000 10500.00 502.98 9.75 99.89 ^ r 30201.000 13400.00 504.18 11.19 102.90 30250.000 6700.00 501.55 7.26 205.24 30250.000 9400.00 503.47 7.89 307.04 r� 30250.000 10500.00 504.02 8.19 337.50 + 30250.000 13400.00 505.77 8.30 439.15 30SEP91 09:31.28 SECNO Q CWSEL VCH TOPWID 31310.000 6700.00 503.64 6.84 193.59 31310.000 9400.00 505.56 7.23 382.20 31310.000 10500.00 506.15 7.34 419.11 31310.000 13400.00 507.67 7.30 542.50 31480.000 6700.00 503.99 6.26 105.46 31480.000 9400.00 505.78 7.43 111.73 ^t 31480.000 10500.00 506.44 8.07 118.84 31480.000 13400.00 507.54 10.30 119.32 31500.000 6700.00 504.06 6.22 105.70 31500.000 9400.00 505.86 7.38 112.34 31500.000 10500.00 506.60 8.07 118.91 31500.000 13400.00 507.80 10.30 119.43 31550.000 6700.00 504.34 6.56 200.95 31550.000 9400.00 506.46 6.66 411.72 31550.000 10500.00 507.48 6.31 513.78 31550.000 13400.00 509.45 5.85 606.32 31750.000 6700.00 504.83 2.96 221.14 31750.000 9400.00 506.86 3.45 236.36 31750.000 10500.00 507.79 3.56 243.24 * 31750.000 13400.00 509.62 3.93 256.85 32740.000 6700.00 505.25 3.36 225.02 32740.000 9400.00 507.34 3.78 242.47 32740.000 10500.00 508.26 3.88 250.15 PAGE 80 35450.000 10500.00 511.53 5.80 238.52 35450.000 13400.00 513.12 6.03 284.60 ..L 30SEP91 09:31x28 ^ SECNO Q CWSEL VCS TOPWID 32740.000 13400.00 510.12 4.20 265.77 ^ 34045.000 6700.00 506.15 3.70 243.88 34045.000 9400.00 508.22 4.04 257.79 34045.000 10500.00 509.11 4.10 263.70 ^ * 34045.000 13400.00 510.97 4.38 276.18 * 35770.000 10000.00 511.52 7.38 234.91 * 34330.000 6700.00 506.41 5.23 235.60 * 34330.000 9400.00 508.44 5.30 251.00 * 34330.000 10500.00 509.30 5.27 257.60 ^* 34330.000 13400.00 511.14 5.40 271.67 �.. 34870.000 6700.00 507.91 5.41 237.49 * 34870.000 9400.00 509.56 5.73 249.11 ^ * 34870.000 10500.00 510.28 5.76 254.20 * 34870.000 13400.00 511.95 5.94 265.97 * ^ 35450.000 6700.00 509.46 5.03 225.92 * 35450.000 9400.00 510.92 5.64 234.79 36360.000 7300.00 511.60 6.40 165.60 35450.000 10500.00 511.53 5.80 238.52 35450.000 13400.00 513.12 6.03 284.60 ..L 30SEP91 09:31x28 ^ SECNO Q CWSEL VCS TOPWID 35570.000 6700.00 509.74 4.80 227.65 ^ 35570.000 9400.00 511.20 5.43 236.48 35570.000 10500.00 511.81 5.60 240.15 35570.000 13400.00 513.41 5.81 288.81 ^ * 35770.000 7300.00 510.09 7.11 223.70 * 35770.000 10000.00 511.52 7.38 234.91 * ^ 35770.000 11200.00 512.10 7.50 239.48 35770.000 14200.00 513.69 7.54 251.94 * 35970.000 7300.00 511.03 4.42 227.00 ^* 35970.000 10000.00 512.42 5.07 235.33 * 35970.000 11200.00 512.99 5.32 238.72 * 35970.000 14200.00 514.47 5.76 247.62 ^ * 36070.000 7300.00 511.02 6.40 165.58 * 36070.000 10000.00 512.37 7.30 173.70 * ^ 36070.000 11200.00 512.92 7.64 177.01 * 36070.000 14200.00 514.37 8.21 185.70 36360.000 7300.00 511.60 6.40 165.60 36360.000 10000.00 513.01 7.25 174.03 PAGE 81 x- 0 CWSEL VCR TOPWID * 38380.000 7300.00 36360.000 11200.00 513.59 7.56 177.47 520.99 36360.000 14200.00 515.03 8.15 186.13 6.71 233.74 38380.000 14200.00 523.80 6.41 247.09 38220.000 7300.00 511.16 10.17 100.14 38420.000 38220.000 10000.00 512.37 11.94 100.17 11200.00 38220.000 11200.00 512.84 12.65 100.18 523.84 38220.000 14200.00 514.06 14.10 100.20 7.11 38232.000 7300.00 511.18 10.16 100.14 227.57 38232.000 10000.00 512.39 11.91 100.17 38500.000 38232.000 11200.00 512.87 12.63 100.18 7300.00 38232.000 14200.00 514.09 14.07 100.20 38235.000 7300.00 515.99 13.27 110.05 * 38235.000 10000.00 517.27 14.72 110.07 * 38235.000 11200.00 517.79 15.29 110.07 A 38235.000 14200.00 519.05 16.49 116.51 * 38255.000 - 7300.00 518.21 8.35 143.14 38255.000 10000.00 520.16 8.75 148.98 38255.000 11200.00 520.97 8.90 150.00 38255.000 14200.00 522.83 9.33 150.00 38315.000 7300.00 519.03 5.96 217.72 38315.000 10000.00 521.10 5.83 253.52 38315.000 11200.00 521.96 5.78 260.00 38315.000 14200.00 523.95 5.79 260.00 1 30SEP91 09:31:28 �.. SECNO 0 CWSEL VCR TOPWID * 38380.000 7300.00 518.93 7.68 214.04 * 38380.000 10000.00 520.99 6.90 228.02 38380.000 11200.00 521.84 6.71 233.74 38380.000 14200.00 523.80 6.41 247.09 38420.000 7300.00 519.02 7.71 213.94 38420.000 10000.00 521.05 6.96 227.70 38420.000 11200.00 521.88 6.77 233.39 38420.000 14200.00 523.84 6.46 246.68 38500.000 7300.00 519.67 7.11 216.30 38500.000 10000.00 521.33 6.98 227.57 38500.000 11200.00 522.11 6.85 232.89 38500.000 14200.00 523.98 6.59 245.63 38580.000 7300.00 520.12 7.03 216.62 PAGE 82 r� • 42050.000 7900.00 531.07 9.74 1388.84 .i 38580.000 10000.00 521.60 7.13 226.76 1 r� 38580.000 11200.00 522.32 7.05 231.67 r� 38580.000 14200.00 524.11 6.85 243.75 38620.000 7300.00 520.18 7.08 216.39 * 38620.000 10000.00 521.67 7.18 226.48 r 42090.000 7900.00 535.39 1.76 2726.79 38620.000 11200.00 522.38 7.11 231.34 * r.� 38620.000 14200.00 524.16 6.89 243.42 38670.000 7300.00 520.54 7.14 218.16 38670.000 10000.00 521.95 7.65 227.71 38670.000 11200.00 522.63 7.73 232.34 �* 38670.000 14200.00 524.35 7.84 244.05 39720.000 7300.00 524.62 7.77 596.56 39720.000 10000.00 525.61 7.77 673.96 39720.000 11200.00 526.04 7.67 953.12 39720.000 14200.00 527.13 6.93 1557.96 41180.000 5100.00 527.63 3.63 1098.73 41180.000 7000.00 528.40 3.82 1959.13 * 41180.000 7900.00 528.68 3.87 2041.46 41180.000 9900.00 529.26 3.91 2207.36 + 41950.000 5100.00 528.65 7.88 359.10 + 41950.000 7000.00 529.39 8.72 622.69 41950.000 7900.00 529.67 9.02 1045.83 41950.000 9900.00 530.20 9.23 1332.71 42050.000 5100.00 527.92 14.26 79.00 42050.000 7000.00 530.89 9.42 1323.86 r� • 42050.000 7900.00 531.07 9.74 1388.84 .i 42050.000 9900.00 531.42 10.25 1609.75 1 r� 30SEP91 09:31:28 SECHO 0 CWSEL VCH TOPWID 42090.000 5100.00 530.98 6.55 1358.80 * 42090.000 7000.00 534.61 1.96 2544.81 ri 42090.000 7900.00 535.39 1.76 2726.79 42090.000 9900.00 537.11 1.46 3127.00 * r.� 42170.000 5100.00 531.43 2.78 1860.55 42170.000 7000.00 534.63 1.43 2572.96 44170.000 7900.00 535.41 1.35 2746.04 42170.000 9900.00 537.11 1.19 3135.10 PAGE 83 0- r 48350.000 7900.00 548.61 1.69 1865.76 * 48350.000 9900.00 550.35 1.52 1900.00 30SEP91 09:31:28 -- L%PEVINE CREEK (G 'IMMARY PRINTOUT TABLE 150 PAGE 84 SECNO XLCH ELTRD ELLC ELKIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K 44200.000 5100.00 532.60 7.64 1200.83 * 44200.000 7000.00 534.83 3.37 1898.68 ,A 44200.000 7900.00 535.56 2.85 2014.18 44200.000 9900.00 537.21 2.15 2155.32 45820.000 5100.00 538.58 6.31 1158.59 r- 45820.000 7000.00 537.99 11.53 798.42 45820.000 7900.00 538.25 11.55 1001.18 • p- 45820.000 9900.00 538.57 12.35 1151.58 47450.000 5100.00 542.42 6.58 1072.49 * 47450.000 7000.00 543.44 5.68 1374.51 47450.000 7900.00 543.64 5.86 1421.37 47450.000 9900.00 544.10 6.09 1529.13 * 47540.000 5100.00 542.18 8.49 1242.52 p- 47540.000 7000.00 543.48 5.55 1906.02 47540.000 7900.00 543.70 5.52 1951.35 p- 47540.000 9900.00 544.18 5.43 2041.54 47640.000 5100.00 543.35 3.31 1977.90 * 47640.000 7000.00 543.78 3.66 2063.05 r 47640.000 7900.00 543.98 3.77 2103.71 47640.000 9900.00 544.42 3.91 2174.65 * 47670.000 5100.00 546.04 1.15 2250.00 r- 47670.000 7000.00 547.82 1.03 2250.00 47670.000 7900.00 548.59 1.00 2250.00 * 47670.000 9900.00 550.34 .95 2250.00 47720.000 5100.00 546.05 1.26 2250.00 47720.000 7000.00 547.82 1.10 2250.00 47720.000 7900.00 548.59 1.06 2250.00 47720.000 9900.00 550.34 .99 2250.00 + 48350.000 5100.00 546.08 2.04 1459.95 48350.000 7000.00 547.84 1.78 1836.25 0- r 48350.000 7900.00 548.61 1.69 1865.76 * 48350.000 9900.00 550.35 1.52 1900.00 30SEP91 09:31:28 -- L%PEVINE CREEK (G 'IMMARY PRINTOUT TABLE 150 PAGE 84 SECNO XLCH ELTRD ELLC ELKIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K P- * 31480.000 27620.000 .00 .00 .00 475.50 6700.00 492.50 170.00 27620.000 .00 .00 .00 475.50 9400.00 494.68 502.98 27620.000 .00 .00 .00 475.50 10500.00 495.60 .00 27620.000 .00 .00 .00 475.50 13400.00 499.50 51.40 30130.000 2510.00 .00 .00 483.70 6700.00 500.67 503.59 30130.000 2510.00 .00 .00 483.70 9400.00 502.04 .00 30130.000 2510.00 .00 .00 483.70 10500.00 502.18 193.16 30130.000 2510.00 .00 .00 483.70 13400.00 501.72 503.90 30189.000 59.00 .00 .00 486.80 6700.00 500.74 �^ 30189.000 59.00 .00 .00 486.80 9400.00 502.02 21.79 30189.000 59.00 .00 .00 486.80 10500.00 502.14 506.05 30189.000 59.00 .00 .00 486.80 13400.00 501.75 .00 504.60 28.40 .00 506.63 36.14 r 30190.000 1.00 513.30 510.40 486.80 6700.00 500.65 s 30190.000 1.00 513.30 510.40 486.80 9400.00 501.89 * 30190.000 1.00 513.30 510.40 486.80 10500.00 501.97 ^� 30190.000 1.00 513.30 510.40 486.80 13400.00 501.37 30200.000 10.00 513.30 510.40 486.80 6700.00 500.82 30200.000 10.00 513.30 510.40 486.80 9400.00 502.18 30200.000 10.00 513.30 510.40 486.80 10500.00 502.40 30200.000 10.00 513.30 510.40 486.80 13400.00 503.20 + 30201.000 1.00 .00 .00 486.80 6700.00 501.10 + 30201.000 1.00 .00 .00 486.80 9400.00 502.64 * 30201.000 1.00 .00 .00 486.80 10500.00 502.98 �+ 30201.000 1.00 .00 .00 486.80 13400.00 504.18 30250.000 49.00 .00 .00 483.80 6700.00 501.55 30250.000 49.00 .00 .00 483.80 9400.00 503.47 30250.000 49.00 .00 .00 483.80 10500.00 504.02 * 30250.000 49.00 .00 .00 483.80 13400.00 505.77 31310.000 1060.00 .00 .00 487.80 6700.00 503.64 31310.000 1060.00 .00 .00 487.80 9400.00 505.56 31310.000 1060.00 .00 .00 487.80 10500.00 506.15 31310.000 1060.00 .00 .00 487.80 13400.00 507.67 31480.000 170.00 509.10 506.10 488.00 6700.00 503.99 .� 31480.000 170.00 509.10 506.10 488.00 9400.00 505.78 * 31480.000 170.00 509.10 506.10 488.00 10500.00 506.44 * 31480.000 170.00 509.10 506.10 488.00 13400.00 507.54 .00 493.78 38.33 .00 495.72 30.98 .00 496.42 24.59 .00 499.75 7.19 .00 501.40 27.94 .00 502.98 34.13 .00 503.30 40.32 .00 503.83 77.65 .00 501.68 31.92 .00 503.44 42.72 .00 503.88 51.40 .00 504.80 93.79 .00 501.78 120.76 .00 503.59 174.89 .00 504.07 213.70 .00 505.22 402.32 .00 501.91 115.51 .00 503.79 162.88 .00 504.32 193.16 .00 505.89 262.13 .00 501.97 28.48 .00 503.90 35.69 .00 504.46 40.58 .00 506.12 48.68 .00 502.12 21.29 .00 504.10 21.22 .00 504.68 21.79 .00 506.40 19.42 .00 504.14 22.59 .00 506.05 22.12 .00 506.65 21.97 .00 508.13 19.83 .00 504.60 28.40 .00 506.63 36.14 .00 507.45 80.71 .00 509.18 131.44 9.27 869.59 1082.22 9.04 1630.17 1688.95 8.43 2158.46 2117.56 5.39 4638.76 4997.35 8.08 1142.39 1267.43 9.41 1412.36 1609.00 10.30 1448.46 1653.56 14.00 1339.79 1520.67 7.80 858.48 1185.95 9.58 981.64 1438.18 10.57 993.81 1464.57 14.02 955.58 1383.64 8.51 787.48 609.70 10.48 896.80 710.80 11.61 904.77 718.27 15.75 650.95 668.07 8.35 802.47 623.40 10.17 923.88 736.54 11.13 943.59 755.49 13.16 1018.08 827.65 7.50 893.09 1255.49 9.01 1043.43 1573.51 9.75 1076.97 1648.38 11.19 1197.56 1920.58 7.26 1282.36 1452.18 7.89 1773.45 2040.65 8.19 1952.84 2249.24 8.30 2628.82 3040.37 6.84 1283.22 1409.70 7.23 1849.86 1998.57 7.34 2089.18 2240.17 7.30 2836.58 3008.86 6.26 1070.89 1257.22 7.43 1264.46 1563.70 8.07 1300.86 1168.79 10.30 1300.86 1168.79 30SEP91 09:31:28 PAGE 85 CRIWS SECNO XLCH ELTRD ELLC ELHIN Q CWSEL �.. 31500.000 20.00 509.10 506.10 488.00 6700.00 504.06 504.79 31500.000 20.00 509.10 506.10 488.00 9400.00 505.86 .00 31500.000 20.00 509.10 506.10 488.00 10500.00 506.60 4.30 31500.000 20.00 509.10 506.10 488.00 13400.00 507.80 505.43 31550.000 50.00 .00 .00 488.20 6700.00 504.34 .00 31550.000 50.00 .00 .00 488.20 9400.00 506.46 8.14 31550.000 50.00 .00 .00 488.20 10500.00 507.48 506.83 31550.000 50.00 .00 .00 488.20 13400.00 509.45 ■,.t 31750.000 200.00 .00 .00 488.64 6700.00 504.83 24.72 31750.000 200.00 .00 .00 488.64 9400.00 506.86 * 31750.000 200.00 .00 .00 488.64 10500.00 507.79 * 31750.000 200.00 .00 .00 488.64 13400.00 509.62 19.24 32740.000 990.00 .00 .00 493.07 6700.00 505.25 510.88 32740.000 990.00 .00 .00 493.07 9400.00 507.34 32740.000 990.00 .00 .00 493.07 10500.00 508.26 32740.000 990.00 .00 .00 493.07 13400.00 510.12 34045.000 1305.00 .00 .00 493.10 6700.00 506.15 34045.000 1305.00 .00 .00 493.10 9400.00 508.22 34045.000 1305.00 .00 .00 493.10 10500.00 509.11 34045.000 1305.00 .00 .00 493.10 13400.00 510.97 34330.000 285.00 .00 .00 498.07 6700.00 506.41 * 34330.000 285.00 .00 .00 498.07 9400.00 508.44 34330.000 285.00 .00 .00 498.07 10500.00 509.30 34330.000 285.00 .00 .00 498.07 13400.00 511.14 34870.000 540.00 .00 .00 501.26 6700.00 507.91 34870.000 540.00 .00 .00 501.26 9400.00 509.56 34870.000 540.00 .00 .00 501.26 10500.00 510.28 34870.000 540.00 .00 .00 501.26 13400.00 511.95 35450.000 580.00 520.30 514.10 500.90 6700.00 509.46 35450.000 580.00 520.30 514.10 500.90 9400.00 510.92 35450.000 580.00 520.30 514.10 500.90 10500.00 511.53 35450.000 580.00 520.30 514.10 500.90 13400.00 513.12 .-. 35570.000 120.00 520.30 514.10 500.90 6700.00 509.74 35570.000 120.00 520.30 514.10 500.90 9400.00 511.20 35570.000 120.00 520.30 514.10 500.90 10500.00 511.81 35570.000 120.00 520.30 514.10 500.90 13400.00 513.41 35770.000 200.00 .00 .00 499.81 7300.00 510.09 * 35770.000 200.00 .00 .00 499.81 10000.00 511.52 CRIWS EG 10 *RS .00 504.66 27.99 .00 506.71 35.51 .00 507.61 80.71 .00 509.45 131.44 .00 504.79 20.34 .00 506.87 18.20 .00 507.83 15.35 .00 509.72 11.80 .00 504.97 3.74 .00 507.05 4.30 .00 507.98 4.30 .00 509.86 4.65 .00 505.43 5.73 .00 507.56 6.02 .00 508.49 5.86 .00 510.39 6.01 .00 506.36 8.91 .00 508.48 8.14 .00 509.37 7.65 .00 511.26 7.30 .00 506.83 26.51 .00 508.87 19.23 .00 509.73 16.82 .00 511.59 14.17 .00 508.36 30.03 .00 510.07 24.72 .00 510.80 22.33 .00 512.50 18.94 .00 509.85 22.D7 .00 511.41 21.66 .00 512.05 20.91 .00 513.68 21.82 .00 510.10 19.04 .00 511.66 19.24 .00 512.29 18.80 .00 513.94 19.67 .00 510.88 61.72 .00 512.37 49.19 VCH AREA AIR 6.22 1076.91 1266.41 7.38 1274.03 1577.38 8.07 1300.86 1168.79 10.30 1300.86 1168.79 6.56 1341.69 1485.50 6.66 2053.21 2203.17 6.31 2521.80 2679.94 5.85 3624.76 3900.82 2.96 2260.14 3466.69 3.45 2726.83 4531.60 3.56 2948.26 5062.20 3.93 3407.91 6211.92 3.36 1996.59 2800.14 3.78 2483.51 3830.28 3.88 2709.63 4336.60 4.20 3190.58 5466.01 3.70 1808.60 2244.94 4.04 2329.43 3295.43 4.10 2559.26 3795.78 4.38 3061.61 4958.32 5.23 1280.65 1301.36 5.30 1773.19 2143.55 5.27 1993.70 2560.22 5.40 2483.35 3560.17 5.41 1237.81 1222.71 5.73 1639.86 1890.80 5.76 1821.78 2222.11 5.94 2257.15 3078.83 5.03 1330.69 1426.33 5.64 1666.13 2019.78 5.80 1811.26 2296.10 6.03 2221.33 2868.80 4.80 1395.29 1535.40 5.43 1731.70 2143.24 5.60 1875.31 2421.53 5.81 2305.34 3021.71 7.11 1027.03 929.18 7.38 1354.61 1425.79 - 35770.000 200.00 .00 .00 499.81 11200.00 512.10 .00 512.98 45.85 7.50 1492.47 1654.01 35770.000 200.00 .00 .00 499.81 14200.00 513.69 .00 514.57 36.41 7.54 1882.53 2353.16 ma 30SEP92 09:31:28 PAGE 86 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *XS VCH AREA .OIK * 35970.000 200.00 .00 .00 501.20 7300.00 511.03 .00 511.34 10.25 4.42 1650.13 2280.27 * 35970.000 200.00 .00 .00 501.20 10000.00 512.42 .00 512.82 11.18 5.07 1970.83 2990.22 * 35970.000 200.00 .00 .00 501.20 11200.00 512.99 .00 513.43 11.49 5.32 2105.13 3304.51 * 35970.000 200.00 .00 .00 501.20 14200.00 514.47 .00 514.99 11.47 5.76 2465.69 4193.26 + 36070.000 100.00 .00 .00 501.42 7300.00 511.02 .00 511.65 23.18 6.40 1140.69 1516.36 * 36070.000 100.00 .00 .00 501.42 10000.00 512.37 .00 513.20 25.22 7.30 1370.21 1991.43 * 36070.000 100.00 .00 .00 501.42 11200.00 512.92 .00 513.83 25.86 7.64 1466.93 2202.36 * 36070.000 100.00 .00 .00 501.42 14200.00 514.37 .00 515.42 25.64 8.21 1729.65 2604.19 36360.000 290.00 .00 .00 502.00 7300.00 511.60 .00 512.24 17.71 6.40 1141.39 1734.57 36360.000 290.00 .00 .00 502.00 10000.00 513.01 .00 513.83 18.91 7.25 1379.84 2299.61 36360.000 290.00 .00 .00 502.00 11200.00 513.59 .00 514.47 19.27 7.56 1480.62 2551.65 36360.000 290.00 .00 .00 502.00 14200.00 515.03 .00 516.06 19.20 8.15 1743.02 3241.02 38220.000 40.00 .00 .00 504.00 7300.00 511.16 .00 512.77 9.11 10.17 717.60 2418.92 38220.000 40.00 .00 .00 504.00 10000.00 512.37 .00 514.58 10.49 11.94 837.72 3087.75 38220.000 40.00 .00 .00 504.00 11200.00 512.84 .00 515.33 11.06 12.65 885.26 3367.04 38220.000 40.00 .00 .00 504.00 14200.00 514.06 .00 517.15 11.89 14.10 1007.27 4118.84 38232.000 12.00 .00 .00 504.00 7300.00 511.18 .00 512.78 9.07 10.16 718.61 2424.32 38232.000 12.00 .00 .00 504.00 10000.00 512.39 .00 514.60 10.42 11.91 839.46 3097.81 38232.000 12.00 .00 .00 504.00 11200.00 512.87 .00 515.35 11.00 12.63 887.03 3377.61 38232.000 12.00 .00 .00 504.00 14200.00 514.09 .00 517.17 11.82 14.07 1009.05 4130.17 * 38235.000 3.00 .00 .00 510.50 7300.00 515.99 515.99 518.73 21.11 13.27 554.70 1588.79 • 38235.000 3.00 .00 .00 510.50 10000.00 517.27 517.27 520.62 19.94 14.72 695.15 2239.40 * 38235.000 3.00 .00 .00 510.50 11200.00 517.79 517.79 521.41 19.61 15.29 752.53 2528.99 • 38235.000 3.00 .00 .00 510.50 14200.00 519.05 519.05 523.25 18.50 16.49 894.48 3301.39 * 38255.000 20.00 .00 .00 510.50 7300.00 518.21 516.05 519.28 31.18 8.35 898.45 1307.25 �-+ 38255.000 20.00 .00 .00 510.50 10000.00 520.16 517.20 521.32 25.74 8.75 1182.74 1971.22 • 38255.000 20.00 .00 .00 510.50 11200.00 520.97 517.64 522.17 23.91 8.90 1303.65 2290.37 38255.000 20.00 .00 .00 510.50 14200.00 522.83 .00 524.15 20.83 9.33 1583.10 3111.25 38315.000 60.00 .00 .00 510.50 7300.00 519.03 .00 519.58 19.84 5.96 1225.80 1639.10 38315.000 60.00 .00 .00 510.50 10000.00 521.10 .00 521.63 14.90 5.83 1715.18 2590.27 38315.000 60.00 .00 .00 510.50 11200.00 521.96 .00 522.48 12.97 5.78 1936.36 3109.38 38315.000 60.00 .00 .00 510.50 14200.00 523.95 .00 524.47 9.66 5.79 2453.77 4568.22 + 38380.000 65.00 .00 .00 511.40 7300.00 518.93 .00 519.94 69.88 7.68 927.74 873.24 38380.000 65.00 .00 .00 511.40 10000.00 520.99 .00 521.88 34.64 6.90 1382.12 1698.97 38380.000 65.00 .00 .00 511.40 11200.00 521.84 .00 522.70 27.99 6.71 1576.61 2116.86 38380.000 65.00 .00 .00 511.40 14200.00 523.80 .00 524.66 18.76 6.41 2048.89 3278.33 38420.000 40.00 532.80 528.70 511.50 7300.00 519.02 .00 520.03 70.75 7.71 924.31 867.88 38420.000 40.00 532.80 528.70 511.50 10000.00 521.05 .00 521.95 35.53 6.96 1371.67 1677.58 OM 38420.000 40.00 532.80 528.70 511.50 11200.00 521.88 .00 522.77 28.72 6.77 1564.53 2089.85 38420.000 40.00 532.80 528.70 511.50 14200.00 523.84 .00 524.71 19.23 6.46 2033.94 3238.53 1 r 30SEP91 09 :31:28 PAGE 87 SECNO XLCH ELTRD ELLC ELKIN Q CWSEL CRIWS EG 10 *RS VCH AREA .01R 38500.000 80.00 .00 .00 511.80 7300.00 519.67 .00 520.54 54.57 7.11 999.10 988.19 38500.000 80.00 .00 .00 511.80 10000.00 521.33 .00 522.23 35.92 6.98 1367.28 1668.62 38500 80.00 .00 .00 511.80 11200.00 522.11 .00 523.01 29.79 6.85 1547.47 2051.93 38500.000 80.00 .00 .00 511.80 14200.00 523.98 .00 524.88 20.48 6.59 1995.72 3137.64 38580.000 80.00 .00 .00 512.20 7300.00 520.12 .00 520.97 52.74 7.03 1009.34 1005.15 38580.000 80.00 .00 .00 512.20 10000.00 521.60 .00 522.54 38.39 7.13 1340.24 1613.87 38580.000 80.00 .00 .00 512.20 11200.00 522.32 .00 523.27 32.65 7.05 1505.66 1960.17 38580.000 80.00 .00 .00 512.20 14200.00 524.11 .00 525.07 22.98 6.85 1928.07 2962.18 38620.000 40.00 532.80 528.70 512.30 7300.00 520.18 .00 521.05 54.03 7.08 1002.07 993.10 38620.000 40.00 532.80 528.70 512.30 10000.00 521.67 .00 522.62 39.31 7.18 1330.79 1594.91 38620.000 40.00 532.80 528.70 512.30 11200.00 522.38 .00 523.34 33.47 7.11 1494.47 1935.90 38620.000 40.00 532.80 528.70 512.30 14200.00 524.16 .00 525.13 23.45 6.89 1916.41 2932.35 38670.000 50.00 .00 .00 512.40 7300.00 520.54 .00 521.32 51.34 7.14 1058.57 1018.85 38670.000 50.00 .00 .00 512.40 10000.00 521.95 .00 522.83 42.93 7.65 1371.68 1526.30 38670.000 50.00 .00 .00 512.40 11200.00 522.63 .00 523.53 38.55 7.73 1528.45 1803.89 ^, 38670.000 50.00 .00 .00 512.40 14200.00 524.35 .00 525.27 29.95 7.84 1938.84 2594.63 39720.000 1050.00 .00 .00 517.00 7300.00 524.62 .00 524.92 44.84 7.77 1842.11 1090.19 39720.000 1050.00 .00 .00 517.00 10000.00 525.61 .00 525.90 37.85 7.77 2467.40 1625.35 39720.000 1050.00 .00 .00 517.00 11200.00 526.04 .00 526.32 34.49 7.67 2821.12 1907.21 39720.000 1050.00 .00 .00 517.00 14200.00 527.13 .00 527.32 23.96 6.93 4266.91 2900.86 �* 41180.000 1460.00 .00 .00 519.40 5100.00 527.63 .00 527.69 8.50 3.63 2879.49 1749.37 t 41180.000 1460.00 .00 .00 519.40 7000.00 528.40 .00 528.46 8.30 3.82 4106.78 2429.92 * 41180.000 1460.00 .00 .00 519.40 7900.00 528.68 .00 528.74 8.13 3.87 4675.35 2770.56 ^, 41180.000 1460.00 .00 .00 519.40 9900.00 529.26 .00 529.32 7.60 3.91 5913.71 3590.26 41950.000 770.00 .00 .00 520.80 5100.00 528.65 .00 529.05 43.29 7.88 1143.71 775.15 * 41950.000 770.00 .00 .00 520.80 7000.00 529.39 .00 529.83 46.32 8.72 1504.20 1028.50 41950.000 770.00 .00 .00 520.80 7900.00 529.67 .00 530.11 47.36 9.02 1737.29 1147.89 41950.000 770.00 .00 .00 520.80 9900.00 530.20 .00 530.60 45.53 9.23 2390.82 1467.15 42050.000 100.00 .00 .00 521.00 5100.00 527.92 527.92 530.65 161.01 14.26 420.05 401.93 42050.000 100.00 .00 .00 521.00 7000.00 530.89 530.89 531.71 42.01 9.42 1806.61 1080.05 * 42050.000 100.00 .00 .00 521.00 7900.00 531.07 531.07 531.90 43.74 9.74 2050.66 1194.54 .: 42050.000 100.00 .00 .00 521.00 9900.00 531.42 531.42 532.24 46.14 10.25 2585.63 1457.39 42090.000 40.00 529.70 527.10 521.00 5100.00 530.98 .00 531.37 20.01 6.55 1936.37 1140.13 * 42090.000 40.00 529.70 527.10 521.00 7000.00 534.61 .00 534.63 1.16 1.96 9443.15 6502.82 42090.000 40.00 529.70 527.10 521.00 7900.00 535.39 .00 535.41 .87 1.76 11498.82 8473.57 42090.000 40.00 529.70 527.10 521.00 9900.00 537.11 .00 537.12 .51 1.46 16519.06 13875.22 "" 42170.000 80.00 .00 .00 520.70 5100.00 531.43 .00 531.46 3.41 2.78 4591.50 2762.28 .- 42170.000 80.00 .00 .00 520.70 7000.00 534.63 .00 534.64 .62 1.43 11681.47 8905.59 42170.000 r .. 42170.000 1 30SEP91 r.� 80.00 .00 80.00 .00 .00 520.70 7900.00 535.41 .00 535.41 .51 .00 520.70 9900.00 537.11 .00 537.12 .34 1.35 13748.00 11057.77 1.19 18768.50 16874.03 09:31 :28 PAGE 88 VCH AREA .01R 7.64 1260.57 700.79 3.37 4773.01 2702.64 2.85 6209.76 3827.59 2.15 9668.16 7136.16 6.31 1763.76 895.57 11.53 1167.12 629.93 11.55 1403.04 730.94 12.35 1746.28 887.25 6.58 1868.96 1023.31 5.68 3137.59 1755.78 5.86 3431.50 1948.17 6.09 4111.50 2421.17 8.49 1005.88 657.64 5.55 3086.16 1551.25 5.52 3525.87 1791.88 5.43 4470.57 2368.67 3.31 3805.67 1957.00 3.66 4687.12 2513.69 3.77 5099.62 2794.79 3.91 6034.70 3478.42 1.15 9657.66 6751.21 1.03 13651.47 11453.03 1.00 15384.01 13820.68 .95 19312.86 19865.37 1.26 8988.92 6072.25 1.10 12987.25 10593.96 1.06 14720.62 12889.54 .99 18627.50 18743.60 2.04 4250.04 3420.06 1.78 7214.73 6082.51 1.69 8635.07 7589.61 1.52 11929.18 11710.06 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 +XS 44200.000 2030.00 .00 .00 524.90 5100.00 532.60 531.27 533.10 52.96 * 44200.000 2030.00 .00 .00 524.90 7000.00 534.83 .00 534.88 6.71 *� 44200.000 2030.00 .00 .00 524.90 7900.00 535.56 .00 535.60 4.26 44200.000 2030.00 .00 .00 524.90 9900.00 537.21 .00 537.23 1.92 45820.000 1620.00 .00 .00 531.80 5100.00 538.58 .00 538.79 32.43 n 45820.000 1620.00 .00 .00 531.80 7000.00 537.99 537.99 538.83 123.48 45820.000 1620.00 .00 .00 531.80 7900.00 538.25 538.25 539.02 116.81 + 45820.000 1620.00 .00 .00 531.80 9900.00 538.57 538.57 539.37 124.50 47450.000 1630.00 .00 .00 532.10 5100.00 542.42 .00 542.65 24.84 + 47450.000 1630.00 .00 .00 532.10 7000.00 543.44 .00 543.57 15.89 47450.000 1630.00 .00 .00 532.10 7900.00 543.64 .00 543.78 16.44 t 47450.000 1630.00 .00 .00 532.10 9900.00 544.10 .00 544.25 16.72 ■ 47540.000 90.00 .00 .00 531.20 5100.00 542.18 540.37 543.19 60.14 47540.000 90.00 .00 .00 531.20 7000.00 543.48 .00 543.74 20.36 47540.000 90.00 .00 .00 531.20 7900.00 543.70 .00 543.94 19..44 47540.000 90.00 .00 .00 531.20 9900.00 544.18 .00 544.38 17.47 47640.000 100.00 .00 .00 530.70 5100.00 543.35 .00 543.43 6.79 ■ 47640.000 100.00 .00 .00 530.70 7000.00 543.78 .00 543.87 7.75 * 47640.000 100.00 .00 .00 530.70 7900.00 543.98 .00 544.07 7.99 47640.000 100.00 .00 .00 530.70 9900.00 544.42 .00 544.51 8.10 * r 47670.000 30.00 541.70 540.40 530.70 5100.00 546.04 .00 546.05 .57 t 47670.000 30.00 541.70 540.40 530.70 7000.00 547.82 .00 547.83 .37 47670.000 30.00 541.70 540.40 530.70 7900.00 548.59 .00 548.60 .33 ■ x.- 47670.000 30.00 541.70 540.40 530.70 9900.00 550.34 .00 550.34 .25 47720.000 50.00 .00 .00 531.00 5100.00 546.05 .00 546.05 .71 47720.000 50.00 .00 .00 531.00 7000.00 547.82 .00 547.83 .44 x.- 47720.000 50.00 .00 .00 531.00 7900.00 548.59 .00 548.60 .38 47720.000 50.00 .00 .00 531.00 9900.00 550.34 .00 550.34 .28 ■ x x� 48350.000 630.00 .00 .00 535.40 5100.00 546.08 .00 546.13 2.22 48350.000 630.00 .00 .00 535.40 7000.00 547.84 .00 547.87 1.32 48350.000 630.00 .00 .00 535.40 7900.00 548.61 .00 548.63 1.08 + r.. 48350.000 630.00 .00 .00 535.40 9900.00 550.35 .00 550.37 .71 PAGE 88 VCH AREA .01R 7.64 1260.57 700.79 3.37 4773.01 2702.64 2.85 6209.76 3827.59 2.15 9668.16 7136.16 6.31 1763.76 895.57 11.53 1167.12 629.93 11.55 1403.04 730.94 12.35 1746.28 887.25 6.58 1868.96 1023.31 5.68 3137.59 1755.78 5.86 3431.50 1948.17 6.09 4111.50 2421.17 8.49 1005.88 657.64 5.55 3086.16 1551.25 5.52 3525.87 1791.88 5.43 4470.57 2368.67 3.31 3805.67 1957.00 3.66 4687.12 2513.69 3.77 5099.62 2794.79 3.91 6034.70 3478.42 1.15 9657.66 6751.21 1.03 13651.47 11453.03 1.00 15384.01 13820.68 .95 19312.86 19865.37 1.26 8988.92 6072.25 1.10 12987.25 10593.96 1.06 14720.62 12889.54 .99 18627.50 18743.60 2.04 4250.04 3420.06 1.78 7214.73 6082.51 1.69 8635.07 7589.61 1.52 11929.18 11710.06 0. 30SEP91 09:31:28 0- GRAPEVINE CREEK (G 3UMHARY PRINTOUT TABLE 150 0- PAGE 89 SECNO Q CWSEL DIFWSP DIFWSX DIFWWS TOPWID XLCH 27620.000 6700.00 492.50 .00 .00 .00 232.51 .00 p.. 27620.000 9400.00 494.68 2.18 .00 .00 481.38 .00 27620.000 10500.00 495.60 .92 .00 .00 590.55 .00 27620.000 13400.00 499.50 3.90 .00 .00 727.23 .00 p- 30130.000 6700.00 500.67 .00 8.17 .00 155.08 2510.00 30130.000 9400.00 502.04 1.37 7.36 .00 233.99 2510.00 30130.000 10500.00 502.18 .15 6.58 .00 242.29 2510.00 ^� 30130.000 13400.00 501.72 -.46 2.22 .00 222.30 2510.00 30189.000 6700.00 500.74 .00 .07 .00 93.92 59.00 ,,. 30189.000 9400.00 502.02 1.28 -.02 .00 97.87 59.00 30189.000 10500.00 502.14 .12 -.04 .00 98.13 59.00 30189.000 13400.00 501.75 -.39 .03 .00 97.06 59.00 30190.000 6700.00 500.65 .00 -.08 .00 86.66 1.00 30190.000 9400.00 501.89 1.23 -.13 .00 90.48 1.00 + 30190.000 10500.00 501.97 .09 -.17 .00 90.75 1.00 30190.000 13400.00 501.37 -.60 -.38 .00 88.90 1.00 30200.000 6700.00 500.82 .00 .17 .00 87.20 10.00 30200.000 9400.00 502.18 1.36 .30 .00 91.12 10.00 30200.000 10500.00 502.40 .21 .42 .00 91.46 10.00 30200.000 13400.00 503.20 .80 1.83 .00 92.73 10.00 30201.000 6700.00 501.10 .00 .28 .00 95.05 1.00 30201.000 9400.00 502.64 1.54 .46 .00 99.19 1.00 * 30201.000 10500.00 502.98 .34 .59 .00 99.89 1.00 30201.000 13400.00 504.18 1.19 .98 .00 102.90 1.00 30250.000 6700.00 501.55 .00 .45 .00 205.24 49.00 30250.000 9400.00 503.47 1.92 .83 .00 307.04 49.00 30250.000 10500.00 504.02 .55 1.04 .00 337.50 49.00 30250.000 13400.00 505.77 1.75 1.59 .00 439.15 49.00 s� 31310.000 6700.00 503.64 .00 2.09 .00 193.59 1060.00 31310.000 9400.00 505.56 1.91 2.08 .00 382.20 1060.00 31310.000 10500.00 506.15 .60 2.13 .00 419.11 1060.00 31310.000 13400.00 507.67 1.52 1.90 .00 542.50 1060.00 PAGE 89 «•. 31480.000 6700.00 503.99 .00 .35 .00 105.46 170.00 �.. 31480.000 9400.00 505.78 1.78 .22 .00 111.73 170.00 • 31480.000 10500.00 506.44 .66 .28 .00 118.84 170.00 • 31480.000 ^ 13400.00 507.54 1.10 -.14 .00 119.32 170.00 30SEP91 09:31:28 r SECNO Q CWSEL DIFWSP DIFWSX DIFXSS TOPWID XLCS ^, 31500.000 6700.00 504.06 .00 .06 .00 105.70 20.00 r. ^ 31500.000 9400.00 505.86 1.81 .09 .00 112.34 20.00 31500.000 10500.00 506.60 .74 .16 .00 118.91 20.00 31500.000 13400.00 507.80 1.20 .26 .00 119.43 20.00 31550.000 6700.00 504.34 .00 .28 .00 200.95 50.00 31550.000 9400.00 506.46 2.12 .60 .00 411.72 50.00 r-.► 31550.000 10500.00 507.48 1.01 .88 .00 513.78 50.00 • 31550.000 13400.00 509.45 1.97 1.65 .00 606.32 50.00 • 31750.000 6700.00 504.83 .00 .49 .00 221.14 200.00 • 31750.000 9400.00 506.86 2.03 .40 .00 236.36 200.00 • 31750.000 10500.00 507.79 .92 .31 .00 243.24 200.00 • 31750.000 13400.00 509.62 1.84 .17 .00 256.85 200.00 32740.000 6700.00 505.25 .00 .43 .00 225.02 990.00 32740.000 9400.00 507.34 2.08 .47 .00 242.47 990.00 p- 32740.000 10500.00 508.26 .92 .47 .00 250.15 990.00 32740.000 13400.00 510.12 1.87 .50 .00 265.77 990.00 ^ 34045.000 6700.00 506.15 .00 .89 .00 243.88 1305.00 34045.000 9400.00 508.22 2.08 .89 .00 257.79 1305.00 34045.000 10500.00 509.11 .88 .85 .00 263.70 1305.00 ^ 34045.000 13400.00 510.97 1.86 .85 .00 276.18 1305.00 34330.000 6700.00 506.41 .00 .26 .00 235.60 285.00 * 34330.000 9400.00 508.44 2.03 .21 .00 251.00 285.00 r+ 34330.000 10500.00 509.30 .86 .19 .00 257.60 285.00 34330.000 13400.00 511.14 1.84 .17 .00 271.67 285.00 ^ 34870.000 6700.00 507.91 .00 1.50 .00 237.49 540.00 34870.000 9400.00 509.56 1.65 1.12 .00 249.11 540.00 34870.000 10500.00 510.28 .72 .98 .00 254.20 540.00 ^ 34870.000 13400.00 511.95 1.67 .81 .00 265.97 540.00 35450.000 6700.00 509.46 .00 1.55 .00 225.92 580.00 35450.000 9400.00 510.92 1.46 1.36 .00 234.79 580.00 ^ 35450.000 10500.00 511.53 .61 1.25 .00 238.52 580.00 PAGE 90 30SEP91 09:31x28 SECNO Q CWSEL DIFWSP DIFWSX DIFXWS TOPWID XLCE • 35970.000 7300.00 511.03 .00 _.94 .00 227.00 200.00 r� 35970.000 10000.00 512.42 1.39 .90 .00 235.33 200.00 35450.000 13400.00 513.12 1.59 1.17 .00 284.60 580.00 �... 35570.000 6700.00 509.74 .00 .28 .00 227.65 120.00 35570.000 9400.00 511.20 1.46 .29 .00 236.48 120.00 35570.000 10500.00 511.81 .60 .28 .00 240.15 120.00 - 35570.000 13400.00 513.41 1.61 .29 .00 288.81 120.00 • 35770.000 7300.00 530.09 .00 .35 .00 223.70 200.00 * 35770.000 10000.00 511.52 1.43 .32 .00 234.91 200.00 35770 11200.00 512.10 .58 .30 .00 239.48 200.00 e.� 35770.000 14200.00 513.69 1.59 .28 .00 251.94 200.00 30SEP91 09:31x28 SECNO Q CWSEL DIFWSP DIFWSX DIFXWS TOPWID XLCE • 35970.000 7300.00 511.03 .00 _.94 .00 227.00 200.00 r� PAGE 91 35970.000 10000.00 512.42 1.39 .90 .00 235.33 200.00 35970.000 11200.00 512.99 .57 .89 .00 238.72 200.00 + 35970.000 14200.00 514.47 1.48 .78 .00 247.62 200.00 36070.000 7300.00 511.02 .00 -.02 .00 165.58 100.00 - 36070.000 10000.00 512.37 1.35 -.05 .00 173.70 100.00 • 36070.000 11200.00 512.92 .55 -.07 .00 177.01 100.00 36070.000 14200.00 514.37 1.45 -.10 .00 185.70 100.00 36360.000 7300.00 511.60 .00 .59 .00 165.60 290.00 e.� 36360.000 10000.00 513.01 1.41 .64 .00 174.03 290.00 36360.000 11200.00 513.59 .57 .67 .00 177.47 290.00 36360.000 14200.00 515.03 1.44 .66 .00 186.13 290.00 r 38220.000 7300.00 511.16 .00 -.44 .00 100.14 40.00 38220.000 10000.00 512.37 1.21 -.64 .00 100.17 40.00 38220.000 11200.00 512.84 .47 -.74 .00 100.18 40.00 38220.000 14200.00 514.06 1.22 -.97 .00 100.20 40.00 38232.000 7300.00 511.18 .00 .02 .00 100.14 12.00 ■" 38232.000 10000.00 512.39 1.21 .02 .00 100.17 12.00 38232.000 11200.00 512.87 .48 .03 .00 100.18 12.00 38232.000 14200.00 514.09 1.22 .03 .00 100.20 12.00 38235.000 7300.00 515.99 - .00 4.81 .00 110.05 3.00 38235.000 10000.00 517.27 1.28 4.87 .00 110.07 3.00 * 38235.000 11200.00 517.79 .52 4.92 .00 110.07 3.00 38235.000 14200.00 519.05 1.26 4.96 .00 116.51 3.00 * 38255.000 7300.00 518.21 .00 2.22 .00 143.14 20.00 38255.000 10000.00 520.16 1.95 2.89 .00 148.98 20.00 PAGE 91 e- 3.18 .00 150.00 20.00 38255.000 11200.00 520.97 150.00 38255.000 14200.00 522.83 .00 217.72 60.00 2.07 .94 38315.000 7300.00 519.03 .86 38315.000 10000.00 521.10 60.00 38315.000. 11200.00 521.96 260.00 60.00 .00 -.10 + 38315.000 14200.00 523.95 * 38380.000 7300.00 518.93 A• 38380.000 10000.00 520.99 65.00 38380.000 11200.00 521.84 247.09 38380.000 14200.00 523.80 r 213.94 40.00 2.03 .06 38420.000 7300.00 519.02 .84 38420.000 10000.00 521.05 40.00 38420.000 11200.00 521.88 246.68 40.00 216.39 40.00 38420.000 14200.00 523.84 1 30SEP92 09:31:28 .81 3.18 .00 150.00 20.00 1.86 3.78 .00 150.00 20.00 .00 .82 .00 217.72 60.00 2.07 .94 .00 253.52 60.00 .86 1.00 .00 260.00 60.00 1.99 1.12 .00 260.00 60.00 .00 -.10 .00 214.04 65.00 2.06 -.11 .00 228.02 65.00 .84 -.13 .00 233.74 65.00 1.96 -.15 .00 247.09 65.00 .00 .09 .00 213.94 40.00 2.03 .06 .00 227.70 40.00 .84 .05 .00 233.39 40.00 1.96 .04 .00 246.68 40.00 �.. SECNO Q CWSEL DIFWSP DIFWSX DIFWSS TOPWID XLCH 38500.000 7300.00 519.67 .00 .65 .00 216.30 80.00 A ^ 38500.000 10000.00 521.33 1.66 .28 .00 227.57 80.00 38500.000 11200.00 522.11 .78 .22 .00 232.89 80.00 38500.000 14200.00 523.98 1.87 .14 .00 245.63 80.00 38580.000 7300.00 520.12 .00 .45 .00 216.62 80.00 38580.000 10000.00 521.60 1.49 .27 .00 226.76 80.00 38580.000 11200.00 522.32 .72 .22 .00 231.67 80.00 38580.000 14200.00 524.11 1.79 .13 .00 243.75 80.00 38620.000 7300.00 520.18 .00 .07 .00 216.39 40.00 38620.000 10000.00 521.67 1.48 .07 .00 226.48 40.00 38620.000 11200.00 522.38 .72 .06 .00 231.34 40.00' 38620.000 14200.00 524.16 1.78 .05 .00 243.42 40.00 ^ 38670.000 7300.00 520.54 .00 .36 .00 218.16 50.00 38670.000 10000.00 521.95 1.40 .28 .00 227.71 50.00 38670.000 11200.00 522.63 .68 .25 .00 232.34 50.00 ^ 38670.000 14200.00 524.35 1.72 .19 .00 244.05 50.00 39720.000 7300.00 524.62 .00 4.08 .00 596.56 1050.00 ^ 39720.000 10000.00 525.61 .98 3.66 .00 673.96 1050.00 39720.000 11200.00 526.04 .43 3.41 .00 953.12 1050.00 39720.000 14200.00 527.13 1.09 2.77 .00 1557.96 1050.00 ^F 41180.000 5100.00 527.63 .00 3.00 .00 1098.73 1460.00 PAGE 92 • 41180.000 • 41180.000 41180.000 • 41950.000 * 41950.000 • 41950.000 • 41950.000 P 42050.000 • 42050.000 • 42050.000 �* 42050.000 • 42090.000 • 42090.000 �• 42090.000 • 42090.000 rte• 42170.000 42170.000 42170.000 42170.000 30SEP91 7000.00 7900.00 9900.00 5100.00 7000.00 7900.00 9900.00 5100.00 7000.00 7900.00 9900.00 5100.00 7000.00 7900.00 9900.00 5100.00 7000.00 7900.00 9900.00 09:31:28 528.40 528.68 529.26 528.65 529.39 529.67 530.20 527.92 530.89 531.07 531.42 530.98 534.61 535.39 537.11 531.43 534.63 535.41 537.11 .77 2.79 .00 1959.13 1460.00 .28 2.64 .00 2041.46 1460.00 .58 2.13 .00 2207.36 1460.00 .00 1.02 .00 359.10 770.00 .74 .99 .00 622.69 770.00 .28 .99 .00 1045.83 770.00 .54 .94 .00 1332.71 770.00 .00 -.73 .00 79.00 100.00 2.97 1.50 .00 1323.86 100.00 .18 1.40 .00 1388.84 100.00 .35 1.22 .00 1609.75 100.00 .00 3.07 .00 1358.80 40.00 3.63 3.72 .00 2544.81 40.00 .78 4.33 .00 2726.79 40.00 1.71 5.69 .00 3127.00 40.00 .00 .45 .00 1860.55 80.00 3.20 .02 .00 2572.96 80.00 .78 .01 .00 2746.04 80.00 1.71 .01 .00 3135.10 80.00 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCE r.. 44200.000 5100.00 532.60 .00 1.17 .00 1200.83 2030.00 r� r.r .20 .00 1898.68 • 44200.000 7000.00 534.83 • 44200.000 7900.00 535.56 .00 44200.000 9900.00 537.21 5.99 45820.000 5100.00 538.58 -.59 45820.000 7000.00 537.99 1620.00' 45820.000 7900.00 538.25 • 45820.000 9900.00 538.57 r- 1151.58 1620.00 .00 3.84 47450.000 5100.00 542.42 * 47450.000 7000.00 543.44 _* 47450.000 7900.00 543.64 1421.37 47450.000 9900.00 544.10 * 47540.000 5100.00 542.18 -.25 47540.000 7000.00 543.48 1.30 47540.000 7900.00 543.70 90.00 47540.000 9900.00 544.18 2.23 .20 .00 1898.68 2030.00 .74 .16 .00 2014.18 2030.00 1.65 .09 .00 2155.32 2030.00 .00 5.99 .00 1158.59 1620.00 -.59 3.16 .00 798.42 1620.00' .26 2.69 .00 1001.18 1620.00 .32 1.36 .00 1151.58 1620.00 .00 3.84 .00 1072.49 1630.00 1.01 5.45 .00 1374.51 1630.00 .21 5.39 .00 1421.37 1630.00 .46 5.54 .00 1529.13 1630.00 .00 -.25 .00 1242.52 90.00 1.30 .04 .00 1906.02 90.00 .22 .06 .00 1951.35 90.00 .48 .08 .00 2041.54 90.00 PAGE 93 47640.000 * 47640.000 �.t 47640.000 + 47640.000 * 47670.000 • 47670.000 + 47670.000 + 47670.000 r 47720.000 47720.000 47720.000 47720.000 * 48350.000 n * 48350.000 48350.000 • 48350.000 r� 30SEP91 r� 5100.00 543.35 7000.00 543.78 7900.00 543.98 9900.00 544.42 5100.00 546.04 7000.00 547.82 7900.00 548.59 9900.00 550.34 5100.00 546.05 7000.00 547.82 7900.00 548.59 9900.00 550.34 5100.00 546.08 7000.00 547.84 7900.00 548.61 9900.00 550.35 09:31:28 OM SUMMARY OF ERRORS AND SPECIAL NOTES .00 1.17 .00 1977.90 100.00 .44 .31 .00 2063.05 100.00 .20 .28 .00 2103.71 100.00 .44 .24 .00 2174.65 100.00 .00 2.69 .00 2250.00 30.00 1.78 4.04 .00 2250.00 30.00 .77 4.61 .00 2250.00 30.00 1.75 5.92 .00 2250.00 30.00 .00 .00 .00 2250.00 50.00 1.78 .00 .00 2250.00 50.00 .77 .00 .00 2250.00 50.00 1.75 .00 .00 2250.00 50.00 .00 .04 .00 1459.95 630.00 1.76 .02 .00 1836.25 630.00 .77 .02 .00 1865.76 630.00 1.74 .01 .00 1900.00 630.00 PWARNING SECNO- 30130.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARMING SECNO= 30190.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IARNING SECNO= 30190.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .7ARNING SECNO- 30190.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' iRNING SECNO= 30201.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r.. 0- ARNING SECNO= 30201.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30201.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE O'"ARNING SECNO= 30201.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30250.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARMING SECNO= 31480.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .. ARNING SECNO= 31480.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ^ ARMING SECNO= 31550.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARMING SECNO- 31550.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 94 +"ARMING SECNO= 31750.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ,- DARNING SECNO- 31750.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31750.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ^ .DARNING SECNO= 31750.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE AARNING SECNO= 34330.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34330.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE DARNING SECNO- 34330.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 35770.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ^YARNING SECNO= 35770.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE DARNING SECNO= 35770.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO- 35970.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE DARNING SECNO- 35970.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .DARNING SECNO= 35970.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35970.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE DARNING SECNO- 36070.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 36070.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r+DARNING SECNO= 36070.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE DARNING SECNO- 36070.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE UTION SECNO- 38235.000 7UTION SECNO- 38235.000 'AUTION SECNO- 38235.000 CAUTION SECNO- 38235.000 ^ :AUTION SECNO= 38235.000 :AUTION SECNO- 38235.000 CAUTION SECNO- 38235.000 -'KAUTION SECNO- 38235.000 30SEP91 09:31:28 PROFILE- 1 CRITICAL DEPTH ASSUMED PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE- 2 CRITICAL DEPTH ASSUMED PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE- 3 CRITICAL DEPTH ASSUMED PROFILE- 3 PROBABLE MINIMUM SPECIFIC ENERGY :AUTION SECNO- 38235.000 PROFILE- 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 38235.000 PROFILE- 4 CRITICAL DEPTH ASSUMED ^ :AUTION SECNO- 38235.000 PROFILE- 4 PROBABLE MINIMUM SPECIFIC ENERGY :AUTION SECNO= 38235.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL .CAUTION SECNO= 38255.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL :AUTION SECNO= 38255.000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 38255.000 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL fARNING SECNO- 38315.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE DARNING SECNO= 38380.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE EARNING SECNO- 38380.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 95 DARNING SECNO- 41180.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .- 7ARNING SECNO= 41180.000 WARNING SECNO- 41180.000 P_ 7RNING SECNO- 41950.000 WARNING SECNO- 41950.000 WARNING SECNO- 41950.000 m. 7RNING SECNO= 41950.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 42050.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 42050.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY :AUTION SECNO- 42050.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- 42050.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 42050.000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL :AUTION 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 n :AUTION SECNO- 42050.000 PROFILE- 4 CRITICAL DEPTH ASSUMED :AUTION SECNO- 42050.000 PROFILE- 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 42050.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL P_ IARNING SECNO- 42090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I rMARNING SECNO- 42090.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 7RNING SECNO= 42090.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42170.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IARNING SECNO- 44200.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 44200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ^ WRNING SECNO- 44200.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE EARNING SECNO- 44200.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ,,.CA UTION SECNO- 45820.000 PROFILE- 2 CRITICAL DEPTH ASSUMED :AUTION SECNO= 45820.000 PROFILE- 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 45820.000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 45820.000 PROFILE= 3 CRITICAL DEPTH ASSUMED :AUTION SECNO- 45820.000 PROFILE- 3 PROBABLE MINIMUM SPECIFIC ENERGY :AUTION SECNO- 45820.000 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL 1 30SEP91 09:31:28 PAGE 96 ,AUTION SECNO= 45820.000 PROFILE- 4 CRITICAL DEPTH ASSUMED :AUTION SECNO- 45820.000 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY .:AUTION SECNO= 45820.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL 7 tARNING SECNO- 47450.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE EARNING SECNO= 47450.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47450.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0- WARNING SECNO- 47540.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ^- WARNING SECNO- 47640.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47670.000 WARNING SECNO- 47670.000 DARNING SECNO- 47670.000 CAUTION SECNO. 47670.000 WARNING SECNO- 47670.000 0- WARNING SECNO- 48350.000 WARNING SECNO- 48350.000 WARNING SECNO- 48350.000 p- WARNING SECNO= 48350.000 r�- PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 HYDRAULIC JUMP D.S. PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE v- APPENDIX G IMPROVED CONDITIONS FLOODWAY HEC -2 MODEL P• lrrr rt******** r *r *rrrrrtrr *rrrrrr *rrrrrrrrtr* * HEC -2 WATER SURFACE PROFILES + Version 4.6.0; February 1991 * RUN DATE 30SEP91 TIME 15:34:22 + •t•rrrrrrr *rrr *rrrrrrrrrrrr rrr *rrrrrrrrrrrrr p- 30SEP91 15:34:22 X X XXxxXXX XXXXX XXXXX X x X x X x X X x X X X xxxxxxx XXXX X XXXXX XXXXX X x X X X X X x X X X X x xxxxxxx XXXXX XXXXXXX r*** rrrr * * *r *r * * * * * *rr *a * *rtrerrr *rrr HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 rrrrre * * * * *a * * *r * * *rr * *rrrrrrrr *r r T1 GRAPEVINE CREEK, COPPELL,DALLAS COUNTY,TEXAS- ACTUAL EXIS. COND. + DROP T2 100 YEAR F.I.S. IMP. CHANNEL FROM SW TO 635 + FREEPORT + DROP + SW i RR ,T3 GRAPEVINE CREEK SGRENC2B.DAT SHORT VERSION J1 ICHECK IN PAGE 1 THIS RUN EXECUTED 30SEP91 15:34:23 Q 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 1 _1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110. 200. 43. ZT 6. 6700. 9400. 10500. NC .065 .07 .045 .1 -- ET 13400. 11300. 10500. .3 4.4 ** rrrrrtt trrrrrrrr *rtrtrrrrrrrrrrrrrrrr * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 • * (916) 756 -1104 r* rrrrrrr * *rrrrrrrrrrrrrrrrrrrrrrrrrrrr * * * * * *NOTE:SB CARD WEIR COEFF CHGID TO -2.5 TO MATCH PIS 50 50 STARTING WSEL FROM RINLEY HORN PIS UPDATE MAY 1990 9 -xi 27620 32 1926 1992 50 GR 509.5 1000 506.7 1100 503.0 GR 495.1 1422 492.3 1443 491.4 GR 491.6 1713 492.2 1731 492.0 495.2 2026 2300 504.8 2400 506.2 GR 493.2 1926 476.6 1955 474.6 GR 477.7 1978 479.3 1988 487.4 GR 499.1 2100 499.0 2200 502.2 '"`GR 506.8 2600 508.4 2700 510.4 NC .065 .065 .045 2194 510.4 PROFILE SECTION T - SURVEY SECTION 19 X1 30130 20 2180 2222 1600 r� GR 512.8 1500 513.0 1600 512.1 GR 501.8 2000 500.8 2066 495.7 GR 483.8 2207 484.8 2212 502.0 W"GR 510.9 2500 511.4 2600 512.2 NC .3 .5 .- 30SEP91 15:34:22 X1 30189 42 2138 2263 59 GR 517.3 1000 516.9 1100 516.5 p--GR 515.3 1500 515.0 1600 514.6 GR 513.4 2000 513.2 2100 513.3 GR 502.0 2154 494.1 2166 494.1 491.5 2181 487.2 2194 487.2 GR 487.1 2221 487.1 2222 494.5 GR 500.2 2249 507.2 2260 510.4 GR 514.0 2500 514.4 2600 514.5 n 515.4 3000 515.6 3100 ET 50 50 58 1.6 2263 1200 498.8 1300 497.0 1400 1500 489.0 1600 491.5 1700 1746 493.3 1800 493.0 1900 1960 473.9 1965 474.4 1970 1992 489.2 2000 495.2 2026 2300 504.8 2400 506.2 2500 2000 2510 58 -0.1 2263 1700 510.0 1800 506.3 1900 2100 492.4 2180 484.5 2200 2222 504.4 2300 507.1 2400 2700 512.5 2800 513.1 2900 90.2 PAGE 2 59 59 58 2138 2263 1200 516.2 1300 515.8 1400 1700 514.2 1800 513.7 1900 2138 510.2 2138 503.9 2153 2167 492.5 2173 491.5 2180 2195 486.8 2207 486.8 2208 2234 494.5 2235 500.2 2248 2263 513.4 2263 513.7 2400 2700 514.7 2800 515.1 2900 90.21 PROFILE SECTION U - SURVEY SECTION 20 ST- LOUIS - SOUTHWESTERN R.R. _.Xl 30190 58 2138 2263 1 1 1 ST 2 2138 513.3 510.2 2263 513.4 510.4 GR 517.3 1000 516.9 1100 516.5 1200 516.2 GR 515.3 1500 515.0 1600 514.6 1700 514.2 ^3R 513.4 2000 513.2 2100 513.3 2138 510.2 3R 510.4 2153 510.4 2154 502.0 2154 494.1 GR 510.4 2167 494.1 2167 492.5 2173 491.5 - 'GR 510.4 2181 491.5 2181 487.2 2194 510.4 1300 515.8 1400 1800 513.7 1900 2138 503.9 2153 2166 510.4 2166 2180 510.4 2180 2194 510.4 2295 0- 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 P..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 r.. GR 515.1 2900 515.4 3000 515.6 3100 516.2 1300 515.8 1400 p- p- ET 90.21 X1 30200 10 30 10 r•X2 l ET 90.2 ^ ,X1 30201 42 2138 2263 1 1 1 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 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 P'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 r� 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 P-GR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 30SEP91 15:34:22 PAGE 3 ET r 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 0- '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 _ET 8.1 1000 2700 PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. X1 31480 33 1795 1915 170 170 170 BT 2 1795 509.1 506.1 1915 509.1 506.1 GR 517.3 1000 516.7 1100 515.3 1200 512.9 1300 510.3 1400 -"GR 508.5 1500 508.1 1600 508.4 1700 509.1 1795 504.5 1797 OM 514.8 2200 515.8 2300 516.4 2400 516.8 2500 . 1351. GR 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 v.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 GR r+ 1000. 492.74 1071. 492.34 1150. 490.54 1158. 490.74 1173. GR ET 1189. 488.64 1192. 489.34 1196. 493.04 8.1 1000 2700 ET X1 31500 20 20 20 1293.5 X2 HALFF ASSOC. SURV. SECN. BB 1 X1 32740. r- 1000. 1293.5 990. 990. 990. GR 511.47 ET 495.57 1067. 493.77 1089. 493.57 1106. 8.1 1000 2500 493.27 X1 31550 19 1863 1920 50 50 50 1203. GR i 510.37 a-GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 p- r� 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 . 1351. GR 518.5 1000. 499.9 1069. GR 499.3 1128. 497.6 1142. GR 499.6 NC .065 .06 .045 .1 .3 512.93 1310. ' ET 8.1 1000. 1268. HALFF ASSOC. SURV. SECN. AA ,.%1 31750 10. 1000. 1268. 180. 220. 200. GR 509.6 1000. 492.74 1071. 492.34 1150. 490.54 1158. 490.74 1173. GR 489.94 1189. 488.64 1192. 489.34 1196. 493.04 1203. 513.06 1268. ET 8.1 1000. 1293.5 HALFF ASSOC. SURV. SECN. BB X1 32740. 13. 1000. 1293.5 990. 990. 990. GR 511.47 1000. 495.57 1067. 493.77 1089. 493.57 1106. 495.77 1117. -GR 493.27 1128. 493.07 1132. 493.17 1137. 494.37 1157. 493.67 1203. GR i 510.37 1272.5 511.17 1286.5 512.67 1293.5 30SEP91 15:34:22 - 'E T 8.1 1000 1351 1305. 1305. HALFF ASSOC. SURV. SECN. CC X1 34045 19. 1000. . 1351. GR 518.5 1000. 499.9 1069. GR 499.3 1128. 497.6 1142. GR 499.6 1207. 497.7 1216. GR 498.9 1268. 512.93 1310. ' 8.1 1000 1351 1305. 1305. 1305. 499.3 1081. 498.3 1093. 499.3 1101. 493.1 1162. 496.1 1182. 499.5 1197. 495. 1226. 497.8 1237. 498.9 1244. 513.73 1324. 516.53 1351. 8.1 1000. 1334. PAGE 4 W. HALPF ASSOC. SURV. SECN. FF MOVED 120 TO D.S. HALFF ASSOC. SURV. SECN. DD X1 35450. 13. 1002. 1302. 580. 580. p- � BT 2. 1000. 521.5 515.8 1302. 520.3 514.1 X1 34330. 16. 1000. 1334. 285. 285. 285. 1049. GR 503.1 1075. 500.9 1150. 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. X1 35570. " ET 120. 120. 120. X2 8.1 1000. 1332. HALFF ASSOC. SURV. SECN. BE 11700. 11200. ET Xl 34870. 10. 1000. 1332. 540. 540. 540. GR 519.25 1000. 501.96 1066. 502.36 1144. 501.76 1148. 501.26 1158. GR 501.76 1166. 502.76 1175. 502.06 1262. 518.85 1316. 520.25 1332. ET 1159. 503.71 1168. 503.61 1174. GR r .. 503.41 1189. 504.71 1204. 507.01 1258. 522.01 1316. 30SEP91 15:34:22 8.1 1000. 1302. s� PAGE 5 ET HALPF 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 r.. 512.8 1300. 514.1 1302. 520.3 1302. 8T 8.1 1000. 1302. HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY. X1 35570. 120. 120. 120. X2 1.0 �P 6. 7300. 10000. 11200. 14200. 11700. 11200. ET 8.1 1000. 1316. X1 ..- 35770. 14. 1000. 1316. 200. 200. 200. 0.8 3R 520.11 1000. 505.81 1057. 504.01 1083. 501.71 1093. 499.01 1100. 3R 502.11 1108. 504.71 1114. 504.31 1159. 503.71 1168. 503.61 1174. GR r .. 503.41 1189. 504.71 1204. 507.01 1258. 522.01 1316. 30SEP91 15:34:22 PAGE 5 ET 8.1 1000. 1264.9 HALFF ASSOC. SURV. SECN. GG (TRANSITION HACK TO NAT. CHANNEL) -- -- APPROX. NEAR OLD COE STA. 37550. '- BEGIN IMPROVED CHANNEL ■r 522.0 1000. 517.4 1093. 513.4 1125. 504.4 1135. 501.4 1145. ^3R 504.4 X1 35970. 10. 1000. 1264.9 200. 200. 200. 0.05 0.050 0.015 CI 1131. 503.2 .040 3. 3. -180. P-CI 1131. 501.2 .040 4. 4. 20. 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 r� NC GR .3 .5 1000. 514.0 1056. 504.1 1065. 502.0 ET 504.1 1098. ;R 514.4 1107. 516.7 1207. 520. 8.1 1000. 1300. ET 36070 -36140 MOVED 70' D.S. 8.1 1000. 1250. BOTTOM OF 6.5' DROP STRUCTURE BALFF ASSOC. SURV. SECN. 'A• (1/29/85) BAF X1 38232. 12. 12. EXTENDED FROM CITY TOPO. ' CI -1. 504.0 0.015 0.01 0.01 X1 36070. 14. 1128. 1204. 130. 60. 100. r CI 1166. 503.42 .040 3. 3. -120. PAGE 6 CI 1166. 501.42 .040 4. 4. 20. GR 520.5 1000. 518.1 1078. 514.8 1096. 512.9 1113. 512.7 1128. GR 505.6 1142. 501. 1166. 504.7 1193. 513.8 1204. 514.3 1228. ^GR 516.3 1258. 516.6 1264. 520. 1300. 522. 1450. ET 8.1 1000. 1245. BALFF ASSOC. SURV. SECN. •B• (1/29/85) BAP ,_Cl 36360. 9. 1125. 1162. 290. 290. 290. CI 1145. 504.00 .035 3. 3. -120. CI 1145. 502.00 .035 4. 4. 20. GR 522.0 1000. 517.4 1093. 513.4 1125. 504.4 1135. 501.4 1145. ^3R 504.4 1159. 511.7 1162. 514.5 1196. 517.6 1245. NC 0.05 0.050 0.015 --ET 8.1 1000. 1250. BEGIN CONCRETE LINING X1 38220. 8. 1056. 1107. 40. 40. 40. 0.4 .I -1. 504.00 .015 .01 .01 -100. -I .01 GR 522.4 1000. 514.0 1056. 504.1 1065. 502.0 1082. 504.1 1098. ;R 514.4 1107. 516.7 1207. 520. 1250. ET 8.1 1000. 1250. BOTTOM OF 6.5' DROP STRUCTURE X1 38232. 12. 12. 12. ' CI -1. 504.0 0.015 0.01 0.01 30SEP91 15:34:22 p- PAGE 6 X3 USED TO REFLECT INEFFECTIVE FLOW '� TOP OF 6.5' DROP STRUCTURE, ENC CONCRETE X1 38235. 3. 3. 3. ^ CI -1. 510.5 0.015 0.01 0.01 X3 1021.5 525. 1141.5 525. CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. ~Xl 38255. 20. 20. 20. CI -1. 510.5 0.035 3. 3. -90. X3 1006.5 525. 1156.5 525. ET 8.1 2630. APPROXIMATE CITY LIMIT OF COPPELL A Xl 38315. S. 2670. 2860. 60. 60. 60. CI -1. 510.5 0.035 10. 10. -45. GR 525.8 2630. 515. 2670. 514. 2740. 510.5 2752. r'GR 514. 2784. 515. 2860. 524.7 2890. NC .015 .015 .045 .1 .3 p- 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.) X1 38380 15 2670 2860 65 65 65 ,4 CI .01 X3 2630. 529.2 2890. 529.2 " 559.4 548.5 300 531.5 1400 525.8 2630 515.0 .R 514.0 2740 511.0 2752 511.0 2772 514.0 2784 515.0 r.. ►- GR 524.7 2890 521.2 3800 521.2 4200 526.0 3B 1.05 1.2 -2.5 105 4 3920 U.S. FACE OF W. BOUND I.H. 635 S1 38420. 40. 40. 40. X2 1. 528.7 532.8 --t3 2630. 529.2 2890. 529.2 9T 6. 559.5 300. 556.5 BT 3800. 529.2 4200. 529.2 5500. VALLEY SECTION BETWEEN I.H. 635 BRIDGES '11 38500. 80. 80. 80. 3 2630. 529.2 2890. 529.2 1 30SEP91 15:34:22 2890. 510.5 2772. 5400 534.3 7.5 511.0 0.1 539.5 1400. 534.3 0.3 2670 2860 5500 511. PAGE 7 P- • 1713. 1726. 25. 750. .- NC .015 .015 .045 p.GR 526.5 1000. r.. 1100. D.S. FACE OF E. BOUND I.H. 635 525.9 1300. 525.7 X1 38580. 525.7 1500. 80. 80. 80. X3 519. 1713. 2630. 529.2 2890. 529.2 1723. 518.8 1726. 521.4 1800. 522.4 1900. SB 1.05 1.2 -2.5 105. 4. 3920. !� 2300. U.S. FACE OF E. BOUND I.H. 635 526.9 2500. GR X1 38620. 528. 2700. 40. 40. 40. pm X2 521.2 2536. 1. 528.7 532.8 519.4 2546. X3 2552. 522. 2612. 2630. 529.2 2890. 529.2 BT 6. 529. 559.5 300. 556.5 3444. ST 3800. 529.2 4200. 529.2 5500. NC .065 0.060 .045 ►- 510.2 50• U.S. E. BOUND I.H. 635 X1 38670. 50. 50. 50. X3 2630. 529.2 2890. 529.2 ST 405.2 r PROFILE SECTION Z - SURVEY SECTION 25 X1 39720 23 7.5 0.4 512.2 0.1 1400. 539.5 534.3 0.1 512.2 p- r • 1713. 1726. 25. 750. 1050. QT 6. p.GR 526.5 1000. 526.3 1100. 526.2 1200. 525.9 1300. 525.7 1400. 3R 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. n GR 524.4 2100. 526. 2200. 526.4 2300. 526.7 2400. 526.9 2500. GR 527.3 2600. 528. 2700. 528.6 2800. 2264. 523. 2420. GR ^ �R 521.2 2536. p- r QT 6. 5100. 7000. 7900. 9900. 6200. 7900. ^4T 600.2 END OF A.H.S. CHANNEL IMPROVEMENT DATA n {1 41180. 16. 2536. 2552. 1300. 1600. 1460. GR 532. 430. 527.5 1000. 528.2 1740. 525. 2264. 523. 2420. GR ^ �R 521.2 2536. 519.4 2542. 519.4 2546. 521.2 2552. 522. 2612. 525. 2754. 526. 2759. 528. 2781. 529. 2944. 530. 3096. :R 530. 3444. �T 510.2 .- 42170 28 1791. 1810 80 80 80 1 540 0 539.0 100 538.0 200 537.0 p- 30SEP91 15:34:22 529.4 1100 529.4 1200 528.6 3R 1001 D.S. RADIO RD 1600 527.9 - 1700 524.5 3R 521.7 1797 520.7 1800 521.7 1808 522.5 1 41950 29 1791 1810 770 770 770 GR 540.0 0 539.0 100 538.0 200 537.0 P- iR 529.5 1000 529.4 1100 529.4 1200 528.6 :R 529.4 1500 529.7 1600 527.9 1700 524.5 GR 521.7 1797 520.7 1800 521.7 1808 522.5 rGR 528.2 2000 529.7 2100 529.8 2200 530.2 ;R 530.6 2500 530.8 2600 540.0 3700 550.0 ET 610.2 D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 n1 42050 35 1788 1834 100 100 100 :3 10 GR 540.0 0 538.0 200 536.0 400 534.0 p.GR 530.2 1000 530.1 1100 530.3 1200 530.1 ;R 529.8 1500 529.6 1600 529.7 1700 529.7 GR 523.5 1771 522.3 1788 521.0 1793 521.5 GR 523.0 1834 527.0 1842 529.8 1842 529.5 :R 529.9 2100 530.7 2200 531.1 2300 531.2 ;R 531.8 2600 532.1 2700 532.5 2800 540.0 "''.T 570.2 ;B 1.05 2.268 -2.5 79 0 473.95 U.S. FACE RADIO RD SECT X26 Al 42090 40 40 40 X2 1 527.1 529.7 PM [3 10 3T 2 1763 529.7 528.6 1842 529.8 528.6 P"-T 1010.2 PROFILE SECTION BB - SURVEY SECTION 27 K1 42170 28 1791. 1810 80 80 80 GR 540 0 539.0 100 538.0 200 537.0 GR p- 529.5 1000 529.4 1100 529.4 1200 528.6 3R 529.4 1500 529.7 1600 527.9 - 1700 524.5 3R 521.7 1797 520.7 1800 521.7 1808 522.5 GR 528.2 2000 529.7 2100 529.8 2200 530.2 3R 530.6 2500 530.8 2600 540.0 3800 PAGE 8 527.1 0.1 400 300 536.0 400 1300 529.4 1400 1713 522.0 1791 1810 525.8 1900 2300 530.4 2400 4400 531.5 2500 527.1 527 400 600 532.0 800 1300 530.0 1400 1763 527.1 1763 1819 522.1 1826 1900 529.3 2000 2400 531.5 2500 3800 550.0 4500 0 521.1 521.1 527.1 527 300 536.0 400 1300 529.4 1400 1713 522.0 1791 1810 525.8 1900 2300 530.4 2500 0. ET 580.2 r PROFILE SECTION CC - SURVEY SECTION 28 I 30SEP91 15:34:22 PAGE 9 ^1 44200 32 1740 1786 1800 1300 2030 R 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 F-SR 533.2 1500 530.8 1600 528.8 1644 527.7 1700 526.8 1740 R 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 R 533.5 3000 550.0 3500 QT 6 5100 7000 7900 9900 7500 7900 ^T 630.2 PROFILE SECTION DD - SURVEY SECTION 29 p- 1 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 PM 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 GR 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 ^R 540.0 2800 ET 500.2 p- PROFILE SECTION EE - SURVEY SECTION 30 X1 pm 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 541.0 1900 GR 540.8 2000 541.2 2100 541.6 2166 541.6 2182 541.4 2200 ^ `R 540.3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 :R 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 2700 GR 544.6 2800 T 650.2 p- 100' D.S. COUNTY LINE RD 1 47540 35 1511 1591 10 200 90 +.5 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 r.� �R 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 P. 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 PC-R 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 P+ T 1110.2 30SEP91 15:34:22 PAGE 10 p- PM 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 PM 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 ^ 't 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 R 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 ET 1020.2 B 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 p- 1 47670 30 30 30 X 1 540.4 541.7 w X3 10 540.4 540.4 T 2 1511 541.8 540.4 1591 541.7 540.4 ET 875.2 50• U.S. COUNTY LINE RD rj 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 W RR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 ;R 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 .AR 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 ET 240.2 PROFILE SECTION GG - SURVEY SECTION 32 ' .$1 48350 25 2130 2300 600 300 630 R 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 p ^ 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 .;R 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 2900 1 0- 30SEP91 15:34:22 PAGE 11 SECNO DEPTH CWSEL CRIWS WSELK EG HV EL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELHIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 CCHV. .100 CEHV. .300 0- *SECNO 27620.000 * * * * * *NOTE:SB CARD WEIR COEFF CHG•D TO -2.5 TO MATCH PIS STARTING WSEL FROM KIMLEY HORN PIS UPDATE MAY 1990 27620.000 20.10 495.60 .00 495.60 496.42 .82 .00 .00 494.80 10500.0 2714.6 7542.1 243.3 1167.8 895.1 95.5 .0 .0 489.00 .00 2.32 8.43 2.55 .065 .045 .070 .000 475.50 1430.25 .002459 50. 50. 50. 0 0 0 .00 590.55 2020.80 *SECNO 30130.000 r.. 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 .-tSECNO 30189.000 3301 HV CHANGED MORE THAN HVINS 0- 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 v.*SECNO 30190.000 6265 DIVIDED FLOW 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .49 30SEP91 15:34:22 PAGE 12 r .. SECNO DEPTH CWSEL CRIWS WSELK EG HV EL 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 f 1370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELL C= 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 p- *SECNO 30200.000 p ,265 DIVIDED FLOW 7370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC- 510.40 30200.000 15.60 502.40 .00 .00 504.32 1.92 .20 .05 513.30 ... 10500.0 .0 10500.0 .0 .0 943.6 .0 84.0 16.9 513.40 .08 .00 11.13 .00 .000 .045 .000 .000 486.80 2154.00 .019316 10. 10. 10. 2 0 0 .00 91.46 2252.46 'SECNO 30201.000 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.18 30201.000 16.18 502.98 .00 .00 504.46 1.48 .01 .13 513.30 10500.0 .0 10500.0 .0 .0 1077.0 .0 84.0 16.9 513.40 .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 -CHV= .100 CEHV- .300 *SECNO 30250.000 •- 301 NV CHANGED MORE THAN HVINS "`30250.000 20.22 504.02 .00 .00 504.68 .66 .14 .08 492.40 10500.0 5056.7 5371.2 .08 4.11 8.19 p- .002179 49. 49. 1 30SEP91 p- 15:34:22 72.1 1230.2 655.7 66.9 85.7 17.1 502.00 1.08 .065 .045 .065 .000 483.80 1950.46 49. 2 0 0 .00 337.50 2287.96 •" SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL (INCH )[NR WTN ELKIN SSTA A .. SLOPE XLOBL XLCH XLOBR ITRZAL IDC ICONT CORAR TOPWID ENDST *SECNO 31310.000 2 0 0 -40.09 118.84 1915.00 *SECNO 31500.000 370 NORMAL BRIDGE, NRD= 2 MIN HLTRD= 509.10 MAX ELLC= 506.10 ^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 P- .002197 750. 1060. 500. 2 0 0 .00 419.11 1913.71 ^SECNO 31480.000 .,301 HV CHANGED MORE THAN HVINS r 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .52 370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 509.10 MAX ELLC= 506.10 PAGE 13 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 31500.000 370 NORMAL BRIDGE, NRD= 2 MIN HLTRD= 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 PAGE 13 r * SECNO 31550.000 r 1301 HV CHANGED MORE THAN HVINS r 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.29 1 30SEP91 15:34:22 r SECNO DEPTH CWSEL CRIWS WSELK EG r r HV HL OLOSS L -BANK ELEV r 15.19 508.26 .00 10500.0 .0 10500.0 .0 .22 .00 Q QLOB QCH QROB ALOB ACE 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 r 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 r� .CSV= .100 CEHV= .300 * SECNO 31750.000 r .. 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.89 BALFF ASSOC. SURV. BECK. AA 0 -31750.000 19.15 507.79 .00 .00 507.98 .20 .14 .02 509.60 10500.0 .0 10500.0 .0 .0 2948.3 .0 146.2 26.9 513.06 .15 .00 3.56 .00 .000 .045 .000 .000 488.64 1007.64 .000430 180. 200. 220. 2 0 0 .00 243.24 1250.88 * SECNO 32740.000 HALFF ASSOC. SURV. SECN. BB 0 -32740.000 15.19 508.26 .00 10500.0 .0 10500.0 .0 .22 .00 3.88 .00 .000586" 0- 990. 990. 990. .00 508.49 .23 .49 .01 511.47 .0 2709.6 .0 210.5 32.5 512.67 .000 .045 .000 .000 493.07 1013.55 2 0 0 .00 250.15 1263.70 PAGE 14 * SECNO 34045.000 .- HALFF ASSOC. SURV. SECN. CC r 34045.000 16.01 509.11 .00 10500.0 .0 10500.0 .0 .31 .00 4.10 .00 .000765 1305. 1305. 1305. r 1034.85 2 0 .00 509.37 .26 .87 .01 518.50 .0 2559.3 .0 289.5 40.2 516.53 .000 .045 .000 .000 493.10 1034.85 2 0 0 .00 263.70 1298.55 * SECNO 34330.000 30SEP91 15:34:22 r� HALFF ASSOC. SURV. SECN. DD SECNO DEPTH CWSEL CRIWS WHELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA r 285. 0 0 0 .00 257.60 1294.43 + SECNO 34870.000 SLOPE XLOBL XLCH XLOBR ITRLAL IDC ICONT CORAR TOPWID ENDST n 0- p- p- ;302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO a .67 PAGE 15 HALFF ASSOC. SURV. SECN. DD 34330.000 11.23 509.30 .00 .00 509.73 .43 .31 .05 518.23 r 10500.0 .0 10500.0 .0 .0 1993.7 .0 304.4 41.9 517.83 .32 .00 5.27 .00 .000 .045 .000 .000 498.07 1036.84 .001682 285. 285. r 285. 0 0 0 .00 257.60 1294.43 + SECNO 34870.000 r HALFF ASSOC. SURV. SECN. ES 34870.000 9.02 510.28 .00 .00 510.80 .52 1.04 .03 519.25 10500.0 .0 10500.0 .0 .0 1821.8 .0 328.0 45.0 520.25 .35 .00 5.76 .00 .000 .045 .000 .000 501.26 1034.24 .002233 540. 540. r 540. 2 0 0 .00 254.20 1288.44 * SECNO 35450.000 370 NORMAL BRIDGE, NRD- 2 MIN ELTRD= 520.30 MAX ELLC= 514.10 r - HALFF ASSOC. SURV. SECN. FF MOVED 120 TO D.S. FACE FREEPORT PKWY. 35450.000 10.63 511.53 :00 .00 512.05 .52 1.25 .00 514.20 10500.0 .0 10500.0 .0 .0 1811.3 .0 352.2 48.3 520.30 PAGE 15 .38 .00 5.80 .00 .000 .045 .000 .000 500.90 1030.76 .002091 580. 580. 580. 2 0 0 .00 238.52 1269.28 r * SECNO 35570.000 r. 370 NORMAL BRIDGE, NRD= 2 MIN ELTRD- 520.30 MAX ELLC= 514.10 0- 30SEP91 15:34:22 HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY. 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 35570.000 10.91 511.81 .00 .00 512.29 .49 .24 .00 514.20 10500.0 .0 10500.0 .0 .0 1875.3 .0 357.3 49.0 520.30 .38 .00 5.60 .00 .000 .045 .000 .000 500.90 1029.93 .001880 120. 120. 120. 1 0 0 .00 240.15 1270.09 0- 30SEP91 15:34:22 r. 0- SECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r. 0- SECNO 35770.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 35770.000 12.29 512.10 .00 .00 512.98 .87 .57 .12 520.91 11200.0 .0 11200.0 .0 .0 1492.5 .0 365.0 50.1 522.81 .39 .00 7.50 .00 .000 .045 .000 .000 499.81 1035.11 .004585 200. 200. 200. 2 0 0 .00 239.48 1274.59 SECNO 35970.000 HIMP CLSTA= 1131.00 CELCH= 503.20 BW= 180.00 STCHL= 1000.00 STCHR= 1264.90 CHIMP CLSTA= 1131.00 CELCH= 501.20 BW- 20.00 STCHL- 1000.00 STCHR= 1264.90 ^XCAVATION DATA EX= 1557.1SQ -FT VEXR= .OK *CU -YD VEXT= .OK *CU -YD r 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.00 r - HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NAT. CHANNEL) -- -- APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL - 35970.000 11.79 512.99 .00 .00 513.43 .44 .41 .04 516.87 PAGE 16 11200.0 .0 11200.0 .0 .0 2105.1 .0 373.3 51.2 517.83 .40 .00 5.32 .00 .000 .040 .000 .000 501.20 1011.64 ^` .001149 200. 200. 200. 2 0 0 .00 238.72 1250.36 0 CCHV- .300 CEHV- .500 • SECNO 36070.000 :HIMP CLSTA= 1166.00 CELCH= 503.42 BW- 120.00 STCHL- 1060.33 STCHR= 1266.15 CHIMP CLSTA= 1166.00 CELCH= 501.42 BW- 20.00 STCHL= 1060.33 STCHR- 1266.15 ^iXCAVATION DATA ►EX- 1100.8SQ -FT VEXR- 4.9K *CU -YD VEXT- 4.9K *CU -YD 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO = .67 r 36070 =36140 MOVED 70 D.S. HALFF ASSOC. SURV. SECN. •A• (1/29/85) RAF EXTENDED FROM CITY TOPO. 36070.000 11.50 512.92 .00 .00 513.83 .91 .17 .23 518.64 r 11200.0 .0 11200.0 .0 .0 1466.9 .0 377.4 51.7 516.80 .40 .00 7.64 .00 .000 .040 .000 .000 501.42 1077.50 .002586 130. 100. 60. 2 0 0 .00 177.01 1254.50 r I 30SEP91 15:34:22 SECNO DEPTH CWSEL CRIWS WHELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 36360.000 CHIMP CLSTA= 1145.00 CELCH= 504.00 BW- 120.00 STCHL= 1036.40 STCHR= 1245.00 :HIMP CLSTA= 1145.00 CELCH= 502.00 BW- 20.00 STCHL= 1036.40 STCHR= * 1245.00 :XCAVATION DATA AEX= 1532.7SQ -FT VEXR= 14.1K *CU -YD VEXT= 19.1K *CU -YD BALFF ASSOC. SURV. SECN. •B' (1/29/85) RAF 36360.000 11.59 513.59 .00 .00 514.47 .89 .64 .00 520.20 11200.0 .0 11200.0 .0 .0 1480.6 .0 387.2 52.8 517.33 _ •42 .00 7.56 .00 .000 .035 .000 .000 502.00 1056.27 .001927 290. 290. 290. 2 0 0 .00 177.47 1233.73 PAGE 17 SECNO 38220.000 r .HIMP CLSTA= 1081.50 CELCH= 504.00 BW= 100.00 STCHL= 1031.36 STCHR= 1131.61 EXCAVATION DATA •." X= 654.7SQ -FT VEXR= 1.6K *CU -YD VEXT- 20.7K *CU -YD 3301 HV CHANGED MORE THAN HVINS DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS p.. Q QLOB QCH QROB ALOB ACH AROB VOL TWA BEGIN CONCRETE LINING TIME VLOB VCR VROB XNL XNCH XNR P - 38220.000 8.84 512.84 .00 .00 515.33 2.49 .06 .80 518.10 11200.0 .0 11200.0 .0 .0 885.3 .0 388.3 53.0 515.37 .42 .00 12.65 .00 .000 .015 .000 .000 504.00 1031.41 p- .001106 40. 40. 40. 3 0 O .00 100.18 1131.59 *SECNO 38232.000 A :HZMP CLSTA= 1081.50 CELCH= 504.00 BW= 100.00 STCHL= 1031.36 STCHR= 1131.61 EXCAVATION DATA AEX- 654.7SQ -FT VEXR= .3K *CU -YD . VEXT= 21.OK *CU -YD P" BOTTOM OF 6.5• DROP STRUCTURE 38232.000 8.87 512.87 .00 .00 515.35 2.48 .01 .00 518.10 11200.0 .0 11200.0 .0 .0 887.0 .0 388.5 53.0 515.37 .42 .00 12.63 .00 .000 .015 .000 .000 504.00 1031.41 .001100 12. 12. 12. 0 0 0 .00 100.18 1131.59 1 30SEP91 15:34:22 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 0- r r- *SECNO 38235.000 0-HIMP CLSTA= 1081.50 CELCH= 510.50 BW= 100.00 STCHL- 1031.42 STCHR= 1131.55 : XCAVATION DATA AEX= 3.5SQ -FT VEXR= .OK *CU -YD VEXT- 21.OK *CU -YD .:301 HV CHANGED MORE THAN HVINS 685 20 TRIALS ATTEMPTED WSEL,CWSEL 693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED PAGE 18 1 TARGET= 120.000 3.61 .00 .57 518.09 23.0 1470 ENCROACHMENT STATIONS- 1021.5 1141.5 TYPE. ELENCL= 525.00 ELENCR= 525.00 1031.43 0 r.•• X3 USED TO REFLECT INEFFECTIVE FLOW 1141.50 AROB TOP OF 6.5' DROP STRUCTURE, ENC CONCRETE TIME 38235.000 7.29 517.79 517.79 .00 521.41 11200.0 .0 11153.7 46.3 .0 729.5 .42 .00 15.29 2.01 .000 .015 .001961 3. 3. 3. 20 15 1 TARGET= 120.000 3.61 .00 .57 518.09 23.0 388.6 53.0 515.36 .050 .000 510.50 1031.43 0 .00 110.07 1141.50 *SECNO 38255.000 r CHIMP CLSTA= 1081.50 CELCH= 510.50 BW= 90.00 STCHL= 1000.00 STCHR= 1141.80 EXCAVATION DATA AEX- 106.4SQ -FT VEXR= .OX *CU -YD VEXT- 21.1X *CU -YD I" 1280 CROSS SECTION 38255.00 EXTENDED .57 FEET x"4301 HV CHANGED MORE THAN HVINS .72 525.00 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 53.1 515.60 P_ 510.50 1006.50 1470 ENCROACHMENT STATIONS= 1006.5 1156.5 TYPE- 1 TARGET= ELENCL= 525.00 ELENCR= 525.00 QROB ALOE P_ AROB VOL CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. TIME VLOB P - 38255.000 10.47 520.97 517.64 .00 522.17 1.21 11200.0 .0 10926.2 273.8 .0 1227.2 76.4 .42 .00 8.90 3.58 .000 .035 .050 P _ . 002391 20. 20. 20. 23 5 0 1 30SEP91 15:34:22 150.000 .04 .72 525.00 389.0 53.1 515.60 .000 510.50 1006.50 .00 150.00 1156.50 ^' SECNO DEPTH CWSEL CRIWS WSELX EG RV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELHIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 38315.000 0- 'HIMP CLSTA= 2765.00 CELCH. 510.50 BW= 45.00 STCHL= 2630.00 STCHR= 2890.00 EXCAVATION DATA AEX= 259.2SQ -PT VEXR= .4X*CU -YD VEXT= 21.5X *CU -YD PAGE 19 .- DEPTH CWSEL CRIWS WSELK EG 3301 HV CHANGED MORE THAN HVINS HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL APPROXIMATE CITY LIMIT OF COPPELL R -BANK ELEV TIME VLOB VCH VROB 38315.000 11.46 521.96 .00 .00 522.48 XNR WTN ELMIN 521.75 r=. XLOBL .52 .10 .21 IDC 11200.0 .0 11200.0 .0 .0 1936.4 .0 391.3 53.3 520.75 .42 .00 5.78 .00 .000 .035 .000 .000 510.50 2630.00 .001297 60. 60. 60. 3 0 0 .00 260.00 2890.00 P_ CCHV= .100 CEHV- .300 A►SECNO 38380.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 P_ '470 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 10.44 521.84 .00 .00 522.70 .87 .12 .10 515.40 11200.0 856.1 9636.0 708.0 76.7 1435.8 64.1 393.9 53.7 515.40 .42 11.16 6.71 11.05 .015 .045 .015 .000 511.40 2646.16 .002799 65. 65. 65. 2 0 0 .00 233.74 2879.90 ;PECIAL BRIDGE p$B 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 0- *LASS A LOW FLOW 1 0- 30SEP91 15:34:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3420 BRIDGE W.S.= 521.81 BRIDGE VELOCITY= 0- 5.69 CALCULATED CHANNEL AREA= 1968. PAGE 20 - r- EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN f .00 522.77 .05 0. 11200. 3920. AREA 4137. 528.70 532.80 0. 470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE= 1 TARGET- 260.000 ELENCL- 529.20 ELENCR= 529.20 U.S. FACE OF W. BOUND I.S. 635 38420.000 10.38 521.88 .00 .00 522.77 .88 .06 .00 515.50 �.. 11200.0 848.7 9649.5 701.8 75.5 1426.0 63.0 395.3 53.9 515.50 .42 11.24 6.77 11.14 .015 .045 .015 .000 511.50 2646.35 .002872 40. 40. 40. 0 0 0 .00 233.39 2879.74 P_ SECNO 38500.000 !"470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE. 1 TARGET- 260.000 ELENCL. 529.20 ELENCR. 529.20 r VALLEY SECTION BETWEEN I.H. 635 BRIDGES 38500.000 10.31 522.11 .00 .00 523.01 .90 .23 .01 515.80 11200.0 838.2 9668.6 693.2 73.8 1412.1 61.6 398.2 54.3 515.80 .43 11.36 6.85 11.25 .015 .045 .015 .000 511.80 2646.63 .002979 80. 80. 80. 0 0 0 .00 232.89 2879.52 SECNO 38580.000 ,3470 ENCROACHMENT STATIONS. 2630.0 2890.0 TYPE. 1 TARGET- 260.000 ELENCL. 529.20 ELENCR. 529.20 D.S. FACE OF E. BOUND I.H. 635 r� 38580.000 10.12 522.32 .00 .00 523.27 .95 .25 .01 516.20 11200.0 812.3 9716.0 671.7 69.6 1377.9 58.1 401.0 54.8 516.20 P_ .43 11.67 7.05 11.56 .015 .045 .015 .000 512.20 2647.29 .003265 80. 80. 80. 1 0 0 .00 231.67 2878.96 r� 30SEP91 15:34:22 P_ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV P_ TIME VLOB VCR VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r .PECIAL BRIDGE PAGE 21 r- .- ;B 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 s SECNO 38620.000 :LASS A LOW FLOW ",420 BRIDGE W.S.= 522.29 BRIDGE VELOCITY- 6.28 CALCULATED CHANNEL AREA- 1783. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN n. AREA .00 523.34 .06 0. 11200. 3920. 3708. 528.70 532.80 0. *SECNO 39720.000 301 HV CHANGED MORE THAN HVINS 1 r 30SEP92 15:34:22 1 TARGET- 260.000 .96 .07 .00 516.30 57.2 1470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= ELENCL- 529.20 ELENCR- 529.20 2647.47 0 .00 231.34 2878.81 11200.0 4661.6 861.4 5677.0 1156.1 U.S. FACE OF E. BOUND I.H. 635 1552.8 436.5 38620.000 10.08 522.38 .00 .00 523.34 11200.0 805.3 9728.7 666.0 68.5 1368.7 .43 11.75 7.11 11.64 .015 .045 .003347 40. 40. 40. 0 0 *SECNO 38670.000 r 1470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= ELENCL= 529.20 ELENCR- 529.20 50• U.S. E. BOUND I.H. 635 38670.000 10.23 522.63 .00 .00 523.53 11200.0 212.5 10797.1 190.4 71.9 1396.6 .43 2.96 7.73 3.17 .065 .045 .003855 50. 50. 50. 2 0 *SECNO 39720.000 301 HV CHANGED MORE THAN HVINS 1 r 30SEP92 15:34:22 1 TARGET- 260.000 .96 .07 .00 516.30 57.2 402.4 55.0 516.30 .015 .000 512.30 2647.47 0 .00 231.34 2878.81 1 TARGET= 260.000 .90 .18 .01 516.40 60.0 404.1 55.3 516.40 .060 .000 512.40 2646.93 0 .00 232.34 2879.27 PAGE 22 PROFILE SECTION Z - SURVEY SECTION 25 ^ 39720.000 9.04 526.04 .00 .00 526.32 .28 2.73 .06 519.00 11200.0 4661.6 861.4 5677.0 1156.1 112.2 1552.8 436.5 62.2 518.80 .48 4.03 7.67 3.66 .065 .045 .060 .000 517.00 1255.36 .003449 25. 1050. 750. 2 0 0 .00 953.12 2208.48 PAGE 22 p- a- *SECNO 41180.000 0- ;302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . 1.45 X302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ERATIO - .41 v 1001 D.S. RADIO RD 41950.000 8.87 529.67 .00 .00 530.11 .44 1.25 .11 522.10 END OF A.H.H. C H A NNE L IMPROVEMENT DATA 153.3 806.6 615.2 137.0 522.60 41180.000 9.28 528.68 .00 .00 528.74 .06 2.40 .02 521.20 7900.0 4631.9 532.8 2735.3 3286.6 137.7 1251.1 558.5 109.7 521.20 .70 1.41 3.87 2.19 .065 .045 .060 .000 519.40 850.46 .000813 1300. 1460. 1600. 4 0 0 .00 2041.46 2891.93 3685 20 TRIALS ATTEMPTED WSEL,CWSEL ,.3693 PROBABLE MINIMUM SPECIFIC •SECNO 41950.000 1720 CRITICAL DEPTH ASSUMED 1- D.S. FACE RADIO RD, 1265 DIVIDED FLOW SURVEY SECTION 26 42050.000 10.07 531.07 531.07 .00 X302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ERATIO - .41 v 1001 D.S. RADIO RD 41950.000 8.87 529.67 .00 .00 530.11 .44 1.25 .11 522.10 7900.0 3052.0 1382.7 r� 3465.3 777.4 153.3 806.6 615.2 137.0 522.60 .74 3.93 9.02 4.30 .065 .045 .060 .000 520.80 993.77 .004736 770. 770. 770. 3 0 0 .00 1045.83 2091.16 SECNO 42050.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL ,.3693 PROBABLE MINIMUM SPECIFIC ENERGY 1720 CRITICAL DEPTH ASSUMED D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 42050.000 10.07 531.07 531.07 .00 531.90 .83 .45 .12 522.30 7900.0 2474.1 4240.4 1185.5 1076.6 435.4 538.6 619.5 139.8 523.00 �-. .75 2.30 9.74 2.20 .065 .045 .060 .000 521.00 903.43 .004374 100. 100. 100. 20 12 0 .00 1388.84 2292.28 30SEP91 15:34:22 r SECNO DEPTH CWSEL- CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA PAGE 23 SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE , B X& XROR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD P 1.05 2.27 -2.50 .00 79.00 .00 473.95 .00 521.10 521.10 M SECNO 42090.000 3301 HV CHANGED MORE THAN HVINS 0- 0302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO 7.09 v- RESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape -EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN 540.85 531.90 .00 2642. 5260. 474. AREA 474. 527.10 529.70 79. P- U.S. FACE RADIO RD SECT #26 42090.000 14.39 535.39 .00 .00 535.41 .01 3.51 .00 522.30 7900.0 3735.2 1120.1 3044.6 5886.1 634.7 4978.1 625.7 141.7 523.00 .76 .63 1.76 .61 .065 .045 .060 .000 521.00 459.95 .000087 40. 40. 40. 1 0 2 .00 2726.79 3186.74 SECNO 42170.000 PROFILE SECTION BB - SURVEY SECTION 27 42170.000 14.71 535.41 .00 .00 535.41 .01 .01 .00 522.00 7900.0 3824.5 355.7 3719.8 7002.4 264.2 6481.4 648.9 146.7 522.50 ►� .80 .55 1.35 .57 .065 .045 .060 .000 520.70 454.80 .000051 80. 80. 80. 2 0 0 .00 2746.04 3200.83 SECNO 44200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, XRATIO - .35 r� 1 30SEP91 15:34:22 PAGE 24 PROFILE SECTION CC - SURVEY SECTION 28 .22 533.00 553.9 1107.2 685 20 TRI ATTEMPTED WSEL,CWSEL 44200.000 10.66 535.56 .00 .00 535.60 .04 .18 .01 526.80 7900.0 2523.5 1151.6 4224.9 1945.8 404.0 3859.9 1003.7 229.9 531.90 r .065 .045 .011681 1400. 1620. 1000. 20 14 .000 532.10 1.11 1.30 2.85 1.09 .065 .045 .060 .000 524.90 1048.30 .000426 1800. 2030. 1300. 2 0 0 .00 2014.18 3062.48 r , SECNO 45820.000 x1265 DIVIDED FLOW r 3301 HV CHANGED MORE THAN HVINS 1.53 .22 533.00 553.9 1107.2 685 20 TRI ATTEMPTED WSEL,CWSEL 533.10 .060 3693 PROBABLE MINIMUM SPECIFIC ENERGY 531.80 1487.33 "720 CRITICAL DEPTH ASSUMED .00 1001.18 PROFILE SECTION DD - SURVEY SECTION 29 7900.0 45820.000 6.45 538.25 538.25 .00 539.02 7900.0 3574.9 1844.7 2480.4 689.5 159.7 1.16 5.18 11.55 4.48 .065 .045 .011681 1400. 1620. 1000. 20 14 .77 1.53 .22 533.00 553.9 1107.2 271.0 533.10 .060 .000 531.80 1487.33 0 .00 1001.18 2568.24 ^SECNO 47450.000 3301 HV CHANGED MORE THAN HVINS .1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 2.67 *SECNO 47540.000 100• D.S. COUNTY LINE RD - 47540.000 12.50 543.70 .00 .00 543.94 .24 .13 .03 542.30 PROFILE SECTION HE - SURVEY SECTION 30 ►47450.000 11.54 543.64 .00 .00 543.78 .14 4.70 .06 535.80 7900.0 4671.7 1144.3 2084.1 2410.3 195.3 825.9 1179.7 306.8 535.40 1.30 1.94 5.86 2.52 .065 .045 .060 .000 532.10 1292.49 - 001644 1250. 1630. 1350. 6 0 0 .00 1421.37 2713.87 *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 3247.0 3660.9 992.1 2157.9 662.7 705.3 1184.6 309.2 542.20 1.31 1.50 5.52 1.41 .065 .045 .060 .000 531.20 199.10 r .001944 10. 90. 200. 2 0 0 .00 1951.35 2150.45 1 i� 30SEP91 15:34:22 PAGE 25 SECNO DEPTH CWSEL CRIWS WHELK EG RV 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 r .. SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT - CORAR TOPWID ENDST -SECNO 47640.000 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.56 r 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 3832.9 2734.8 1332.3 3215.0 726.4 1158.3 1194.5 313.9 541.70 1.32 1.19 3.77 1.15 .065 .045 .060 .000 530.70 95.24 .000799 100. 100. 100. 2 0 0 .00 2103.71 2198.95 r"BECTAL BRIDGE SB XK KKOR 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 4.30 FEET r .. 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.95 r RESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 559.08 544.08 .01 3536. 4367. 417. 416. 540.40 541.70 80. '" U.S. FACE COUNTY LINE RD SECT #31 47670.000 17.89 548.59 .00 .00 548.60 .01 4.52 .00 541.80 ►� 7900.0 4707.2 1096.7 2096.0 9946.8 1095.4 4341.9 1201.6 315.4 541.70 1.34 .47 1.00 .48 .065 .045 .060 .000 530.70 50.00 .000033 30. 30. 30. 0 0 3 .00 2250.00 2300.00 P_ 1034.24 .000108 600. 630. 300. 0 0 0 SECNO 47720.000 1865.76 2900.00 1 3280 CROSS SECTION 47720.00 EXTENDED 4.00 FEET P 30SEP91 15 :34:22 P_ PAGE 27 �l GRAPEVINE CREEK PROPOSED 30SEP91 15:34:22 PAGE 26 100 YEAR PIS ENCROACHMENT-RUN -3 GRAPEVINE CREEK 50• U.S. COUNTY LINE RD SGRENC2.DAT 'r ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 47720.000 17.59 548.59 .00 .00 548.60 .01 .00 .00 542.10 7900.0 4693.5 1131.4 2075.0 95174 1070.2 4133.3 1218.8 318.0 542.00 P_ 1.36 .49 1.06 .50 .065 .045 .060 .000 531.00 50.00 .000038 50. 50. 50. 1 0 0 .00 2250.00 2300.00 �SECNO 48350.000 '.3280 CROSS SECTION 48350.00 EXTENDED .91 FEET A r F� 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .59 PROFILE SECTION GG - SURVEY SECTION 32 ,,,48350.000 13.21 548.61 .00 .00 548.63 .02 .03 .01 543.40 7900.0 2427.9 3163.3 2308.8 4035.4 1867.6 2732.1 1357.1 341.9 539.10 1.49 .60 1.69 .85 .065 .045 .060 .000 535.40 1034.24 .000108 600. 630. 300. 0 0 0 .00 1865.76 2900.00 1 P 30SEP91 15 :34:22 PAGE 27 �l GRAPEVINE CREEK PROPOSED CONDITIONS 2 100 YEAR PIS ENCROACHMENT-RUN -3 GRAPEVINE CREEK SGRENC2.DAT 1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ P_ 0 7 0 0 0 0 0 0 495.72 P_ 2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE P_ 15 -1 P_ 30SEP91 15:34:22 r SECNO DEPTH CWSEL CRIWS WSELR EG RV EL OLOSS L -BANX ELEV �. Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANX ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r. PROF 2 0 T 'CHV= .100 CEHV= .300 *SECNO 27620.000 x .2800 NAT Q1= 2117.56 WSEL= 495.60 ENC Q1= 2117.56 WSEL: 496.00 RATIO- .0000 NAT Q1= 2338. RATIOS LOB, CH, ROB= .2927 .6829 .0244 WSEL= 496.00 3470 ENCROACHMENT STATIONS= 1548.1 1992.0 TYPE- 4 TARGET= .094 P_ * * * * * *NOTE:SB CARD WEIR COEFF CHGID TO -2.5 TO MATCH FIS STARTING WSEL FROM XIMLEY HORN PIS UPDATE MAY 1990 27620.000 20.22 495.72 .00 495.60 496.68 .96 .00 .00 494.80 10500.0 2470.0 8030.0 .0 927.1 903.0 .0 .0 .0 489.00 .00 2.66 8.89 .00 .065 .045 .000 .000 475.50 1548.08 r- .003027 50. 50. 50. 0 0 0 .00 443.92 1992.00 •SECNO 30130.000 2800 NAT Q1= 1653.56 WSEL= 502.18 ENC Q1= 1653.56 WSEL= 502.58 RATIO= .0000 NAT Q1= 1774. RATIOS LOB, CH, ROB= .4415 .5580 .0005 WSEL= 502.58' 3470 ENCROACHMENT STATIONS- 2094.5 2222.0 TYPE- 4 TARGET= .068 P_ PROFILE SECTION T - SURVEY SECTION 19 x ,,,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 PAGE 28 CCHV= .300 CEHV= .500 - SECNO 30189.000 *SECNO 30190.000 30SEP91 15:34 :22 90.000 .23 .21 100000.00 76.2 11.8 100000.00 .000 486.80 2155.50 .00 90.00 2245.50 SECNO DEPTH CWSEL CRIWS WSELK EG 3470 ENCROACHMENT STATIONS- 2155.5 2245.5 TYPE. 2 TARGET - - 30189.000 16.14 502.94 .00 502.14 504.48 1.54 10500.0 .0 10500.0 .0 .0 1053.4 .0 .08 .00 9.97 .00 .000 .045 .000 p - .004044 59. 59. 59. 2 0 0 *SECNO 30190.000 30SEP91 15:34 :22 90.000 .23 .21 100000.00 76.2 11.8 100000.00 .000 486.80 2155.50 .00 90.00 2245.50 w- .017617 1. 1. 1. 12 0 0 .00 84.00 2245.50 SECNO 30200.000 -2265 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 PAGE 29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV s TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ^ ITCARD, BRIDGE STENCL- 2155.50 STENCR- 2245.50 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .48 1370 NORMAL BRIDGE, NRD- 2 MIN ELTRD- 513.30 MAX ELLC- 510.40 1470 ENCROACHMENT STATIONS- 2155.5 2245.5 TYPE. 2 TARGET- 90.000 p-- PROFILE SECTION U - SURVEY SECTION 20 ST.LOUIS- SOUTHWESTERN R.R. 30190.000 16.00 502.80 .00 501.97 504.64 1.84 .01 .15 100000.00 10500.0 .0 10500.0 .0 .0 965.1 .0 76.3 11.8 100000.00 .08 .00 10.88 .00 .000 .045 .000 .000 486.80 2155.50 w- .017617 1. 1. 1. 12 0 0 .00 84.00 2245.50 SECNO 30200.000 -2265 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 PAGE 29 om CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB 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 *SECNO 30250.000 r'^ 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.19 ;470 ENCROACHMENT STATIONS= 2155.5 2245.5 TYPE- 2 TARGET= 90.000 TARGET= 155.000 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 30SEP91 15:34:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST P_ CHV. .100 CEHV= .300 180.55 1914.55 *SECNO 30250.000 r'^ 301 HV CHANGED MORE THAN HVINS 470 ENCROACHMENT STATIONS- 2067.0 2222.0 TYPE= 1 TARGET= 155.000 30250.000 20.63 504.43 .00 504.02 505.15 .72 .13 .07 492.40 10500.0 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= 1 TARGET= 186.000 r. 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 PAGE 30 -'SECNO 31480.000 - SECNO 31500.000 1 30SEP91 15:34:22 A.■ SECNO DEPTH CWSEL CRIWS WSELK EG 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .52 L -BANK ELEV 4 3370 NORMAL BRIDGE, NRD= 2 KIN ELTRD= 509.10 MAX ELLC= 506.10 QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB 3470 ENCROACHMENT STATIONS- 1000.0 2700.0 TYPE= 1 TARGET= 1700.000 XNR WTN PROFILE SECTION V - SURVEY SECTION 21 SOUTHWESTERN BLVD. SLOPE XLOBL XLCH 31480.000 18.91 506.91 .00 506.44 507.92 1.01 .64 .13 509.10 10500.0 .0 10500.0 .0 .0 1300.9 .0 118.8 15.7 509.10 .13 .00 8.07 .00 .000 .045 .000 .000 488.00 1795.95 .008071 170. 170. 170. 2 0 0 -96.36 119.05 1915.00 - SECNO 31500.000 1 30SEP91 15:34:22 A.■ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 4 QLOB 4CH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL )INCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST `3370 NORMAL BRIDGE, NRD- 2 MIN ELTRD= 509.10 MAX ELLC- 506.10 r.J470 ENCROACHMENT STATIONS= 1000.0 2700.0 TYPE- 1 TARGET- 1700.000 31500.000 19.07 507.07 .00 506.60 508.08 1.01 .16 .00 509.10 10500.0 .0 10500.0 .0 .0 1300.9 .0 119.4 15.8 509.10 .13 .00 8.07 .00 .000 .045 .000 .000 488.00 1795.88 .008071 20. 20. 20. 2 0 0 - 115.58 119.12 1915.00 0 "%SECNO 31550.000 3301 SV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.54 r 1470 ENCROACHMENT STATIONS- 1000.0 2500.0 TYPE- 1 TARGET= 1500.000 31550.000 19.80 508.00 .00 507.48 508.29 .28 .13 .07 491.10 PAGE 31 r 10500.0 6739.3 3760.7 .0 2147.9 649.4 .0 121.8 16.2 509.60 13 3.14 5.79 .00 .065 .045 .000 .000 488.20 1377.58 .001253 50. 50. 50. 2 0 0 .00 539.12 1916.70 r- CCHV. .100 CEHV= .300 p - SECNO 31750.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.80 3470 ENCROACHMENT STATIONS= 1000.0 1268.0 TYPE- 1 TARGET= 268.000 /" HALFF ASSOC. SURV. SECN. AA 31750 000 19 60 • 508.24 .00 507.79 508.42 .18 .12 .01 559.60 10500.0 .0 10500.0 .0 .0 3058.4 .0 134.7 17.9 100000.00 .15 .00 3.43 .00 .000 .045 .000 .000 488.64 1005.74 .000388 180. 200. 220. 2 0 0 .00 246.60 1252.34 30SEP91 15:34:22 r SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST p.. SECNO 32740.000 x3470 ENCROACHMENT STATIONS- 1000.0 1293.5 TYPE= 1 TARGET= 293.500 HALFF ASSOC. SURV. SECN. BB r.. 32740.000 15.59 508.66 .00 508.26 508.87 .22 .45 .01 561.47 10500.0 .0 10500.0 .0 .0 2811.1 .0 201.4 23.5 100000.00. .22 .00 3.74 .00 .000 .045 .000 .000 493.07 1011.85 .000528 990. 990. 990. 2 0 0 .00 253.53 1265.38 w ZSECNO 34045.000 3470 ENCROACHMENT STATIONS= 1000.0 1351.0 TYPE= 1 TARGET= 351.000 HALFF ASSOC. SURV. SECN. CC 34045.000 16.32 509.42 .00 509.11 509.67 .24 .79 .01 568.50 10500.0 .0 10500.0 .0 .0 2643.8 .0 283.1 31.3 100000.00 .31 .00 3.97 .00 .000 .045 .000 .000 493.10 1033.67 .000694 1305. 1305. 1305. 2 0 0 .00 265.84 1299.51 �SECNO 34330.000 0- PAGE 32 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 1470 ENCROACHMENT STATIONS= 1000.0 1334.0 TYPE= HALFF ASSOC. SURV. SECN. DD 34330.000 11.53 509.60 .00 509.30 510.00 10500.0 .0 10500.0 .0 .0 2071.5 .33 .00 5.07 .00 .000 .045 .001498 285. 285. 285. 0 0 1 TARGET= 334.000 .40 .28 .05 568.23 .0 298.5 33.0 100000.00 .000 .000 498.07 1035.60 0 .00 259.88 1295.48 �rSECNO 34870.000 3470 ENCROACHMENT STATIONS= 1000.0 1332.0 TYPE= 1 TARGET= 332.000 0= 30SEP91 15:34:22 ' HALFF ASSOC. SURV. SECN. BE 34870.000 9.22 510.48 .00 510.28 510.96 .49 .94 .03 569.25 10500.0 .0 10500.0 .0 .0 1871.8 .0 323.0 36.2 100000.00 .35 .00 5.61 .00 .000 .045 .000 .000 501.26 1033.49 ►_ .002055 540. 540. 540. 2 0 0 .00 255.58 1289.07 +SECNO 35450.000 J370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 520.30 MAX ELLC= 514.10 1470 ENCROACHMENT STATIONS= 1000.0 1302.0 TYPE- 1 TARGET= 302.000 HALFF ASSOC. SURV. SECN. FF MOVED 120 TO D.S. FACE FREEPORT PKWY. 35450.000 10.74 511.64 .00 511.53 512.15 .51 1.18 .01 514.20 10500.0 .0 10500.0 .0 .0 1837.7 .0 347.7 39.5 100000.00 .38 .00 5.71 .00 .000 .045 .000 .000 500.90 1030.42 .002000 580. 580. 580. 2 0 0 .00 239.19 1269.61 P_ SECNO 35570.000 -3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 520.30 MAX ELLC= 514.10 3470 ENCROACHMENT STATIONS- 1000.0 1302.0 TYPE- 1 TARGET- 302.000 BALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY. 35570.000 11.00 511.90 .00 511.81 512.38 .47 .23 .00 514.20 10500.0 .0 10500.0 .0 .0 1901.2 .0 352.8 40.2 100000.00 PAGE 33 p- .39 .00 5.52 .00 .000 .045 .000 .000 500.90 1029.60 p- .001803 120. 120. 120. 2 0 0 .00 240.81 1270.41 * SECNO 35770.000 p- 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 ""1470 ENCROACHMENT STATIONS- 1000.0 1316.0 TYPE- 1 TARGET- 316.000 EG HV 35770.000 12.37 512.18 .00 512.10 513.04 .85 .54 .11 570.91 11200.0 .0 11200.0 .0 .0 1512.3 .0 360.7 41.3 100000.00 .39 .00 7.41 .00 .000 .045 .000 .000 499.81 1034.78 .004404 200. 200. 200. 2 0 0 .00 240.13 1274.91 30SEP91 15:34:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANX ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANX ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ET-MIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SECNO 35970.000 :HIMP CLSTA= 1131.00 CELCH= 503.20 BW= 180.00 STCHL= 1000.00 STCHR- 1264.90 CHIMP CLSTA= 1131.00 CELCH= 501.20 BW= 20.00 STCHL= 1000.00 STCHR= 1264.90 +"EXCAVATION DATA 1EX= 1557.1SQ -FT VEXR= .OK *CU -YD VEXT= .OK *CU -YD 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.98 ;470 ENCROACHMENT STATIONS= 1000.0 1264.9 TYPE= 1 TARGET= 264.900 HALFF ASSOC. SURV. SECN. GG (TRANSITION BACK TO NAT. CHANNEL)- - -- APPROX. NEAR OLD COE STA. 37550. BEGIN IMPROVED CHANNEL 35970.000 11.84 513.04 .00 512.99 513.47 .43 .40 .04 566.87 ... 11200.0 .0 11200.0 .0 .0 2117.8 .0 369.0 42.4 100000.00 .40 .00 5.29 .00 .000 .040 .000 .000 501.20 1011.48 .001128 200. 200. 200. 2 0 0 .00 239.04 1250.52 !CHV= .300 CEHV= .500 * SECNO 36070.000 ' CLSTA- 1166.00 CELCH= 503.42 BW- 120.00 STCHL= 1060.33 STCHR= 1266.15 PAGE 34 oft :HIMP CLSTA= 1166.00 CELCH= 501.42 BW- 20.00 STCHL= 1060.33 STCHR= 1266.15 EXCAVATION DATA rAEX- 1100.8SQ -FT VEXR- 4.9R *CU -YD VEXT- 4.9R *CU -YD 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO = .67 t 3470 ENCROACHMENT STATIONS= 1000.0 1300.0. TYPE= P" 36070 =36140 MOVED 70• D.S. BALFF ASSOC. SURV. SECN. •A• (1/29/85) RAF EXTENDED FROM CITY TOPO. 36070.000 11.55 512.97 .00 512.92 513.87 11200.0 .0 11200.0 .0 .0 1476.3 .41 .00 7.59 .00 .000 .040 .002538 130. 100. 60. 2 0 1 ^` 30SEP91 15:34:22 1 TARGET- 300.000 .89 .16 .23 518.64 .0 373.1 42.9 516.80 .000 .000 501.42 1077.34 0 .00 177.32 1254.66 SECNO DEPTH CWSEL CRIWS WSELR EG HV EL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELNIN SSTA _ SLOPE XLOBL XLCH XLOBR ITR IDC ICONT CORAR TOPWID ENDST *SECNO 36360.000 P-HIMP CLSTA= 1145.00 CELCH= 504.00 BW- 120.00 STCHL- 1036.40 STCHR= 1245.00 :HIMP CLSTA= 1145.00 CELCH= 502.00 BW- 20.00 STCHL= 1036.40 STCHR= 1245.00 EXCAVATION DATA ,,AEX- 1532.7SQ -FT VEXR- 14.18 *CU -YD VEXT- 19.1R *CU -YD 3470 ENCROACHMENT STATIONS= 1000.0 1245.0 TYPE- 1 TARGET= 245.000 u-. HALFF ASSOC. SURV. SECN. •B• (1/29/85) BAF - 36360.000 11.62 513.62 .00 513.59 514.50 .88 .63 .00 520.20 11200.0 .0 11200.0 .0 .0 1487.2 .0 383.0 44.1 100000.00 •42 .00 7.53 .00 .000 .035 .000 .000 502.00 1056.15 .001902 290. 290. 290. 2 0 0 .00 177.69 1233.85 *SECNO 38220.000 :HIMP CLSTA= 1081.50 CELCH. 504.00 BW. 100.00 STCHL- 1031.36 STCHR= 1131.61 : XCAVATION DATA AEX- 654.7SQ -FT VEXR- 1.6R *CU -YD VEXT= 20.7X *CU -YD PAGE 35 .- 3301 HV CHANGED MORE THAN HVINS 38232.000 8.92 r .00 512.87 515.37 2.45 .01 3470 ENCROACHMENT STATIONS= 1000.0 1250.0 TYPE= 1 TARGET= 250.000 11200.0 .0 BEGIN CONCRETE LINING 891.7 .0 384.3 44.2 515.37 38220.000 8.89 512.89 .00 512.84 515.35 2.46 .06 .79 518.10 11200.0 .0 11200.0 .0 .0 889.9 .0 384.1 44.2 515.37 12. 12. 0 0 0 .00 .42 .00 12.59 .00 .000 .015 .000 .000 504.00 1031.41 .001088 40. 40. 40. 3 0 0 .00 100.18 1131.59 SECNO 38232.000 CHIMP CLSTA= 1081.50 CELCH= 504.00 BW- 100.00 STCHL- 1031.36 STCHR= 1131.61 ,JXCAVATION DATA SEX= 654.7SQ -FT VEXR- .38 *CU -YD VEXT= 21.08 *CU -YD r- 470 ENCROACHMENT STATIONS- 1000.0 1250.0 TYPE= 1 TARGET= 250.000 BOTTOM OF 6.5 DROP STRUCTURE 1 30SEP91 15:34:22 p- 38232.000 8.92 512.92 .00 512.87 515.37 2.45 .01 .00 518.10 11200.0 .0 11200.0 .0 .0 891.7 .0 384.3 44.2 515.37 .42 .00 12.56 .00 .000 .015 .000 .000 504.00 1031.41 r .001082 12. 12. 12. 0 0 0 .00 100.18 1131.59 P" SECNO 38235.000 :HIMP CLSTA= 1081.50 CELCH= 510.50 BW- 100.00 STCHL- 1031.42 STCHR= 1131.55 EXCAVATION DATA ,AEX= 3.5SQ -FT VEXR= .OR *CU -YD VEXT= 21.08 *CU -YD 3301 HV CHANGED MORE THAN HVINS 685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY ►'1720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 1021.5 1141.5 TYPE= 1 TARGET= 120.000 r ELENCL= 525.00 ELENCR= 525.00 X3 USED TO REFLECT INEFFECTIVE FLAW TOP OF 6.5' DROP STRUCTURE, ENC CONCRETE 38235.000 7.29 517.79 517.79 517.79 521.41 3.62 .00 .58 518.09 PAGE 36 11200.0 .0 11153.7 46.3 .0 729.5 23.0 384.4 44.2 515.36 .42 .00 15.29 2.01 .000 .015 .050 .000 510.50 1031.43 r .001961 3. 3. 3. 20 15 0 .00 110.07 1141.50 * SECNO 38255.000 :HIMP CLSTA- 1081.50 CELCH- 510.50 BW- 90.00 STCHL= 1000.00 STCHR- 1141.80 EXCAVATION DATA AEX- 106.4SQ -FT VEXR= .OK *CU -YD VEXT- 21.1K *CU -YD r 1280 CROSS SECTION 38255.00 EXTENDED .57 FEET p- 1301 HV CHANGED MORE THAN BVINS 685 20 TRIALS ATTEMPTED WSEL,CWSEL pm J470 ENCROACHMENT STATIONS= 1006.5 1156.5 TYPE- 1 TARGET- 150.000 ELENCL- 525.00 ELENCR= 525.00 30SEP91 15:34:22 CROSS SECTION EXTENSION ALLOWED TO REFLECT INEFFECTIVE FLOW HALFF ASSOC. SURV. SECN. SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH 38255.000 10.47 520.97 517.65 520.97 522.17 1.21 .04 .72 525.00 11200.0 .0 10926.2 273.8 .0 1227.3 76.4 384.9 44.3 515.60 .42 r .00 8.90 3.58 .000 .035 .050 .000 510.50 1006.50 .002391 20. 20. 20. 23 5 0 .00 150.00 1156.50 30SEP91 15:34:22 'SECNO 38315.000 HIMP CLSTA= 2765.00 CELCH= 510.50 BW= 45.00 STCHL= 2630.00 STCHR= 2890.00 EXCAVATION DATA VAE X= 259.2SQ -FT VEXR- .4K *CU -YD VEXT= 21.5K *CU -YD 3301 RV CHANGED MORE THAN HVINS PAGE 37 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET= 260.000 0- APPROXIMATE CITY LIMIT OF COPPELL SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACS AROB VOL TWA R -BANX ELEV TINE r. VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITR IDC ICONT CORAR TOPWID ENDST 'SECNO 38315.000 HIMP CLSTA= 2765.00 CELCH= 510.50 BW= 45.00 STCHL= 2630.00 STCHR= 2890.00 EXCAVATION DATA VAE X= 259.2SQ -FT VEXR- .4K *CU -YD VEXT= 21.5K *CU -YD 3301 RV CHANGED MORE THAN HVINS PAGE 37 3470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET= 260.000 0- APPROXIMATE CITY LIMIT OF COPPELL 38315.000 11.46 521.96 .00 521.96 522.48 .52 .10 .21 571.75 11200.0 .0 11200.0 .0 .0 1936.4 .0 387.1 44.6 100000.00 .42 .00 5.78 .00 .000 .035 .000 .000 510.50 2630.00 .001299 60. 60. 60. 3 0 0 .00 260.00 2890.00 p- CCHV= .100 CEHV= .300 ►SECNO 38380.000 p- 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 p- 470 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 10.44 521.84 .00 521.84 522.70 .87 .12 .10 515.40 11200.0 856.1 9635.9 708.0 76.7 1435.9 64.1 389.7 44.9 515.40 .43 11.16 6.71 11.05 .015 .045 .015 .000 511.40 2646.16 .002799 65. 65. 65. 2 0 0 .00 233.74 2879.91 s. r- r� PECLAL BRIDGE SB XK XKOR COFQ RDLEN BWC r 1.05 1.20 -2.50 .00 105.00 +SECNO 38420.000 30SEP91 15:34:22 BWP BARBA SS ELCHU ELCHD 4.00 3920.00 7.50 511.00 511.00 PAGE 38 SECNO DEPTH CWSEL CRIWS WSELK EG Hv HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TINE VLOB VCH VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -wLASS A LOW FLOW 3420 BRIDGE W.S.= 521.81 BRIDGE VELOCITY= 5.69 CALCULATED CHANNEL AREA= 1968. EGPRS EGLWC H3 QWEIR QLOW BARBA TRAPEZOID ELLC ELTRD WEIRLN .00 522.77 .05 0. 11200. 3920. AREA 4137. 528.70 532.80 0. PAGE 38 wa470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= ELENCL= 529.20 ELENCR= 529.20 45.1 515.50 .015 U.S. FACE OF W. BOUND I.H. 635 511.50 2646.35 0 .00 233.39 2879.75 .01 38420.000 10.38 521.88 .00 521.88 522.77 11200.0 848.7 9649.4 701.9 75.5 1426.1 ■- .43 11.24 6.77 11.14 .015 .045 .002872 40. 40. 40. 0 0 p- 80. 80. 1 0 0 SECNO 38500.000 ' 231.67 2878.96 IDC 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE. ENDST ELENCL= 529.20 ELENCR= 529.20 VALLEY SECTION BETWEEN I.H. 635 BRIDGES 38500.000 10.31 522.11 .00 522.11 523.01 11200.0 838.2 9668.6 693.2 73.8 1412.2 �,.. .43 11.36 6.85 11.25 .015 .045 .002979 80. 80. 80. 0 0 1 TARGET= 260.000 .88 .06 .00 515.50 63.0 391.2 45.1 515.50 .015 .000 511.50 2646.35 0 .00 233.39 2879.75 1 TARGET= 260.000 .90 .23 .01 515.80 61.6 394.0 45.6 515.80 .015 .000 511.80 2646.62 0 .00 232.89 2879.52 r SECNO 38580.000 3470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE= 1 TARGET= 260.000 ^ 'ELENCL= 529.20 ELENCR= 529.20 �J Y- 30SEP91 15:34:22 D.S. FACE OF E. BOUND I.H. 635 38580.000 10.12 522.32 .00 522.32 523.27 .95 .25 .01 516.20 11200.0 812.3 9715.9 671.8 69.6 1378.0 58.1 396.8 46.0 516.20 .43 11.67 7.05 11.56 .015 .045 .015 .000 512.20 2647.29 .003264 80. 80. 80. 1 0 0 .00 ' 231.67 2878.96 Y- 30SEP91 15:34:22 PAGE 39 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH ARCH VOL TWA R -BANK ELEV TIME - VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 39 P_ , PECLAL BRIDGE F - B XR XROR COFQ RDLEN BWC BWP BARRA 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 LASS A LOW FLOW 3420 BRIDGE W.S.= 522.29 BRIDGE VELOCITY- 6.28 CALCULATED CHANNEL AREA- 1783. pol EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA P^ .00 523.34 .06 0. 11200. 3920. 3708. 528.70 532.80 0. r 470 ENCROACHMENT STATIONS= 2630.0 2890.0 TYPE- 1 TARGET- 260.000 ELENCL. 529.20 ELENCR. 529.20 P_ U.S. FACE OF E. BOUND I.H. 635 38620.000 10.08 522.38 .00 522.38 523.34 .96 .07 .00 516.30 P- 11200.0 805.3 9728.7 666.0 68.5 1368.8 57.2 398.2 46.2 516.30 .44 11.75 7.11 11.64 .015 .045 .015 .000 512.30 2647.47 .003347 40. 40. 40. 0 0 0 .00 231.34 2878.81 r 3ECNO 38670.000 ^470 ENCROACHMENT STATIONS- 2630.0 2890.0 TYPE- 1 TARGET. 260.000 ELENCL= 529.20 ELENCR. 529.20 P_ 50 U.S. E. BOUND I.S. 635 38670.000 10.23 522.63 .00 522.63 523.53 .90 .18 .01 516.40 11200.0 212.5 10797.1 190.4 71.9 1396.6 60.0 399.9 46.5 516.40 .44 2.96 7.73 3.17 .065 .045 .060 .000 512.40 2646.93 .003855 50. 50. 50. 2 0 3ECNO 39720.000 .2470 ENCROACHMENT STATIONS= 1517.0 1922.0 TYPE= 1 30SEP91- 15 :34:22 0 .00 232.34 2879.27 2 TARGET- 405.000 PAGE 40 PROFILE SECTION Z - SURVEY SECTION 25 39720.000 9.14 526.14 .00 526.04 526.60 .46 3.03 .04 519.00 11200.0 5545.9 1012.7 4641.4 1102.5 113.6 953.0 427.2 50.8 518.80 r . .47 5.03 8.91 4.87 .065 .045 .060 .000 517.00 1517.00 .004575 25. 1050. 750. 3 0 0 .00 405.00 1922.00 •SECNO 41180.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - 1.63 r 3470 ENCROACHMENT STATIONS- 2244.0 2844.0 TYPE= 2 TARGET: 600.000 522.60 .000 520.80 1545.50 .00 510.00 2055.50 END OF A.H.H. CHANNEL IMPROVEMENT DATA 41180.000 9.91 529.31 .00 528.68 529.40 .10 2.77 .04 521.20 r 7900.0 3899.4 614.2 3386.3 1748.5 147.7 1426.6 517.8 67.6 521.20 .64 2.23 4.16 2.37 .065 .045 .060 .000 519.40 2244.00 .000855 1300. 1460. 1600. .4 0 0 .00 600.00 2844.00 -SECNO 41950.000 P_ 5302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO - .52 :470 ENCROACHMENT STATIONS- 1545.5 2055.5 TYPE. 100 D.S. RADIO RD s. 41950.000 9.48 530.28 .00 529.67 530.62 7900.0 2960.4 1286.9 3652.7 761.4 165.0 ^, .69 3.89 7.80 3.85 .065 .045 .003212 770. 770. 770. 2 0 �SECNO 42050.000 3301 HV CHANGED MORE THAN HVINS r.� .685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2 TARGET= 510.000 .35 948.0 .060 0 P_ 470 ENCROACHMENT STATIONS- 1506.0 2116.0 TYPE- 2 TARGET- D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 30SEP91 15:34:22 r 1.15 .08 522.10 563.7 77.4 522.60 .000 520.80 1545.50 .00 510.00 2055.50 610.000 PAGE 41 C 42050.000 9.96 530.96 530.96 531.07 532.26 1.30 .43 .28 522.30 7900.0 1862.2 4879.2 1158.6 510.9 430.3 430.8 567.5 78.7 523.00 .69 3.65 11.34 2.69 .065 .045 .060 .000 521.00 1506.00 0.. .006025 100. 100. 100. 20 8 0 .00 610.00 2116.00 nPECIAL BRIDGE SB XK SKOR COFQ RDLEN BWC 0- 1.05 2.27 -2.50 .00 79.00 •SECNO 42090.000 1301 BV CHANGED MORE THAN BVINS BWP BAREA SS ELCHU ELCHD .00 473.95 .00 521.10 521.10 ^3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3.58 PRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN P- AREA 540.74 532.36 .00 2607. 5295. 474. 474. 527.10 529.70 79. 1470 ENCROACHMENT STATIONS= 1526.0 2096.0 TYPE. 2 TARGET= 570.000 U.S. FACE RADIO RD SECT /26 42090.000 14.24 535.24 .00 535.39 535.35 .11 3.10 .00 522.30 7900.0 2725.4 2556.1 2618.5 1608.8 627.2 1532.3 569.8 79.2 523.00 .69 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 r. SECNO 42170.000 ,�302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.97 3470 ENCROACHMENT STATIONS= 1295.5 2305.5 TYPE= 2 TARGET- 1010.000 r PROFILE SECTION BB - SURVEY SECTION 27 P- r ' 42170.000 14.66 535.36 .00 535.41 535.38 .02 .02 .01 522.00 0• 7900.0 3490.3 545.1 3864.6 3562.4 263.3 3610.7 580.1 80.7 522.50 .71 .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 1 538.25 539.32 .53 3.32 .11 533.00 7900.0 3489.6 1660.1 2750.4 757.3 174.2 682.1 832.6 126.3 533.10 .93 4.61 9.53 30SEP91 15:34:22 .045 .060 .000 531.80 1858.50 .007072 1400. 1620. P_ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST +SECNO 44200.000 r , 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .31 r 470 ENCROACHMENT STATIONS- 1473.0 2053.0 TYPE- 2 TARGET- 580.000 PROFILE SECTION CC - SURVEY SECTION 28 44200.000 10.82 535.72 .00 535.56 535.89 .17 .47 .05 526.80 7900.0 3945.3 2039.3 1915.4 1455.6 411.3 944.7 767.5 109.3 531.90 �.+ .86 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 r SECNO 45820.000 ^302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, RRATIO = .42 3470 ENCROACHMENT STATIONS- 1858.5 2488.5 TYPE= 2 TARGET= 630.000 PROFILE SECTION DD - SURVEY SECTION 29 ►45820.000 6.99 538.79 .00 538.25 539.32 .53 3.32 .11 533.00 7900.0 3489.6 1660.1 2750.4 757.3 174.2 682.1 832.6 126.3 533.10 .93 4.61 9.53 4.03 .065 .045 .060 .000 531.80 1858.50 .007072 1400. 1620. 1000. 4 0 0 .00 630.00 2488.50 *SECNO 47450.000 r 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.74 470 ENCROACHMENT STATIONS= 2109.0 2609.0 TYPE= 2 TARGET= 500.000 PROFILE SECTION EE - SURVEY SECTION 30 47450.000 12.10 544.20 .00 543.64 544.49 .29 5.15 .02 535.80 PAGE 42 r- 0- .- 7900.0 3382.9 1496.5 3020.6 1037.3 206.2 900.7 890.0 143.4 535.40 1.02 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 30SEP91 15:34:22 s- SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SECNO 47540.000 ,J470 ENCROACHMENT STATIONS= 1226.0 1876.0 TYPE- 2 TARGET- 650.000 100' D.S. COUNTY LINE RD 7 47540.000 13.10 544.30 .00 543.70 544.81 .51 .25 .06 542.30 7900.0 1400.2 4976.6 1523.3 658.7 710.5 661.3 894.7 144.7 542.20 1.03 2.13 7.00 2.30 .065 .045 .060 .000 531.20 1226.00 P- .002847 10. 90. 200. 2 0 0 .00 650.00 1876.00 ^SECNO 47640.000 -302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.94 rte. 470 ENCROACHMENT STATIONS- 996.0 2106.0 TYPE= 2 TARGET= 1110.000 P- 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 2567.9 3111.9 2220.2 1785.7 797.1 1544.3 901.8 146.8 541.70 1.04 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 r SPECIAL BRIDGE B XK XKOR COFQ RDLEN BWC BWP BARRA SS ELCHU ELCHD 1.05 2.70 -2.50 .00 66.50 4.00 416.70 1.13 534.40 534.40 0- SECNO 47670.000 _280 CROSS SECTION 47670.00 EXTENDED 3.24 FEET 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.84 ^RRESSURE AND WEIR FLOW, Weir Submergence Based on OGEE Shape PAGE 43 0- 1 �+ 30SEP91 15:34:22 SECNO DEPTH CWSEL CRIWS WHELK EG HV HL OLOSS L -BANK ELEV U.S. FACE COUNTY LINE RD SECT #31 548.59 548.97 .03 Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST , EGPRS EGLWC 559.96 544.98 H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .01 3786. 4116. 417. 416. 540.40 541.70 80. 3470 ENCROACHMENT STATIONS= 1041.0 2061.0 TYPE- 2 TARGET- 1020.000 50' U.S. COUNTY LINE RD U.S. FACE COUNTY LINE RD SECT #31 548.59 548.97 .03 .01 ^ 47670.000 18.24 548.94 .00 548.59 548.96 .02 3.99 .00 541.80 7900.0 2985.6 1940.8 2973.5 3538.9 1123.2 3353.2 906.0 147.5 541.70 1.05 .84 1.73 .89 .065 .045 .060 .000 530.70 1041.00 .000094 30. 30. 30. 2 0 3 .00 1020.00 2061.00 * SECNO 47720.000 "280 CROSS SECTION 47720.00 EXTENDED 2.64 FEET 3470 ENCROACHMENT STATIONS= 1113.5 1988.5 TYPE= 2 TARGET- 875.000 50' U.S. COUNTY LINE RD 47720.000 17.94 548.94 .00 548.59 548.97 .03 .01 .00 542.10 7900.0 2785.6 2221.2 2893.2 2864.0 1097.6 2785.2 914.5 148.6 542.00 1.06 .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 ,ASECNO 48350.000 280 CROSS SECTION 48350.00 EXTENDED 1.26 FEET p 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .53 PAGE 44 ^ 470 ENCROACHMENT STATIONS= 2095.0 2335.0 TYPE= 2 TARGET= 240.000 rr* tt• er * *rtttt *tt * * *rt *tt * * * *ttrtrtt 0- HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 rr* r** rrr *r *rtr * *rrrrrrrrr : *r *rtrrrrr A^ THIS RUN EXECUTED 30SEP91 15:34:47 NOTE - ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST r. GRAPEVINE CREEK ;UMMARY PRINTOUT TABLE 110 s SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL PROFILE SECTION GG - SURVEY SECTION 32 27620.000 495.60 .00 496.42 590.55 2714.63 48350.000 13.56 548.96 .00 548.61 549.14 .18 .12 .05 543.40 495.72 7900.0 250.3 6937.0 712.8 178.6 1927.0 342.0 968.1 154.9 539.10 1926.00 1.10 1.40 3.60 2.08 .065 .045 .060 .000 535.40 2095.00 P_ .000469 600. 630. 300. 2 0 0 .00 240.00 2335.00 1 504.05 127.51 4378.38 6121.62 .00 .07 2094.49 2180.00 2222.00 30SEP91 15:34:22 502.14 .00 503.88 98.13 .00 PAGE 45 rr* tt• er * *rtttt *tt * * *rt *tt * * * *ttrtrtt 0- HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 rr* r** rrr *r *rtr * *rrrrrrrrr : *r *rtrrrrr A^ THIS RUN EXECUTED 30SEP91 15:34:47 NOTE - ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST r. GRAPEVINE CREEK ;UMMARY PRINTOUT TABLE 110 s SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 27620.000 495.60 .00 496.42 590.55 2714.63 7542.12 243.25 .00 .00 1926.00 1992.00 .00 27620.000 495.72 .12 496.68 443.92 2469.98 8030.02 .00 .09 1548.08 1926.00 1992.00 1992.00 30130.000 502.18 .00 503.30 242.29 4499.36 6000.09 .55 .00 .00 2180.00 2222.00 .00 ,.� 30130.000 502.93 .75 504.05 127.51 4378.38 6121.62 .00 .07 2094.49 2180.00 2222.00 2222.00 30189.000 502.14 .00 503.88 98.13 .00 10500.00 .00 .00 .00 2138.00 2263.00 .00 30189.000 502.94 .80 504.48 90.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245.50 30190.000 501.97 .00 504.07 90.75 .00 10500.00 .00 .00 .00 2138.00 2263.00 .00 * 30190.000 502.80 .83 504.64 84.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245.50 30200.000 502.40 .00 504.32 91.46 .00 10500.00 .00 .00 .00 2138.00 2263.00 .00 30200.000 r� 503.09 .69 504.84 84.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245.50 30201.000 502.98 .00 504.46 99.89 .00 10500.00 .00 .00 .00 2138.00 2263.00 .00 * 30201.000 503.56 .58 504.95 90.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245.50 30250.000 504.02 .00 504.68 337.50 5056.6 5371.24 72.11 .00 .00 2180.00 2222.00 .00 30250.000 504.43 .41 505.15 155.00 4980.43 5519.57 .00 155.00 2067.00 2180.00 2222.00 2222.00 ..- 31310.000 506.15 .00 506.65 419.11 6288.79 4211.21 .00 .00 .00 1863.00 1920.00 .00 0- 31310.000 506.56 .41 507.15 180.55 6086.36 4413.64 .00 186.00 1734.00 1863.00 1920.00 1920.00 r- v- r 0 4 31480.000 506.44 .00 31480.000 506.91 507.92 31500.000 506.60 p- 31500.000 507.07 • 31550.000 507.48 .47 31550.000 508.00 * 31750.000 507.79 P .A 31750.000 508.24 3924.11 32740.000 508.26 p- 32740.000 508.66 .00 34045.000 509.11 .00 34045.000 509.42 508.42 34330.000 509.30 * 34330.000 509.60 250.15 34870.000 510.28 .40 34870.000 510.48 30SEP91 15:34:22 .00 507.45 118.84 .00 10500.00 .47 507.92 119.05 .00 10500.00 .00 507.61 118.91 .00 10500.00 .47 508.08 119.12 .00 10500.00 .00 507.83 513.78 6575.89 3924.11 .52 508.29 539.12 6739.27 3760.73 .00 507.98 243.24 .00 10500.00 .45 508.42 246.60 .00 10500.00 .00 508.49 250.15 .00 10500.00 .40 508.87 253.53 .00 10500.00 .00 509.37 263.70 .00 10500.00 .32 509.67 265.84 .00 10500.00 .00 509.73 257.60 .00 10500.00 .30 510.00 259.88 .00 10500.00 .00 510.80 254.20 .00 10500.00 .20 510.96 255.58 .00 10500.00 SECNO CWSEL DIFRWS EG TOPWID 35450.000 511.53 .00 512.05 238.52 35450.000 511.64 .11 512.15 239.19 35570.000 511.81 .00 512.29 240.15 35570.000 511.90 .10 512.38 240.81 + 35770.000 512.10 .00 512.98 239.48 35770.000 512.18 .08 513.04 240.13 * 35970.000 512.99 .00 513.43 238.72 w.: 35970.000 513.04 .05 513.47 239.04 36070.000 512.92 .00 513.83 177.01 * 36070.000 512.97 .05 513.87 177.32 36360.000 513.59 .00 514.47 177.47 36360.000 513.62 .04 514.50 177.69 QLOB QCH .00 10500.00 .00 10500.00 .00 10500.00 .00 10500.00 .00 11200.00 .00 11200.00 .00 11200.00 .00 11200.00 .00 11200.00 .00 11200.00 .00 11200.00 .00 11200.00 .00 .00 .00 1700.00 .00 .00 .00 1700.00 .00 .00 .00 1500.00 .00 .00 .00 268.00 .00 .00 .00 293.50 .00 .00 .00 351.00 .00 .00 .00 334.00 .00 .00 .00 332.00 .00 1000.00 .00 1000.00 .00 1000.00 .00 1000.00 .00 1000.00 .00 1000.00 .00 1000.00 .00 1000.00 1795.00 1795.00 1795.00 1795.00 1863.00 1863.00 1000.00 1000.00 1000.00 1000.00 1000.00 1000.00 1000.00 1000.00 1000.00 1000.00 1915.00 .00 1915.00 2700.00 1915.00 .00 1915.00 2700.00 1920.00 .00 1920.00 2500.00 1268.00 .00 1268.00 1268.00 1293.50 .00 1293.50 1293.50 1351.00 .00 1351.00 1351.00 1334.00 .00 1334.00 1334.00 1332.00 .00 1332.00 1332.00 PAGE 50 QROB PERENC STENCL STCHL STCHR STENCR .00 .00 .00 302.00 .00 .00 .00* 302.00 .00 .00 .00 316.00 .00 .00 .00 264.90 .00 .00 .00 300.00 .00 .00 .00 245.00 .00 1000.00 .00 1000.00 .00 1000.00 .00 1000.00 .00 1000.00 .00 1000.00 1002.00 1002.00 1002.00 1002.00 1000.00 1000.00 1000.00 1000.00 1060.33 1060.33 1036.40 1036.40 1302.00 .00 1302.00 1302'.00 1302.00 .00 1302.00 1302.00 1316.00 .00 1316.00 1316.00 1264.90 .00 1264.90 1264.90 1266.15 .00 1266.15 1300.00 1245.00 .00 1245.00 1245.00 �� 38220.000 512.84 38220.000 512.89 r- .05 38232.000 512.87 38232.000 512.92 p- 515.35 38235.000 517.79 .00 515.33 100.18 .00 11200.00 .05 515.35 100.18 .00 11200.00 .00 515.35 100.18 .00 11200.00 .05 515.37 100.18 .00 11200.00 .00 521.41 110.07 .00 11153.68 .00 .00 .00 1031.36 1131.61 .00 .00 250.00 1000.00 1031.36 1131.61 1250.00 .00 .00 .00 1031.36 1131.61 .00 .00 250.00 1000.00 1031.36 1131.61 1250.00 46.32 120.00 1021.50 1031.42 1131.55 1141.50 38235.000 517.79 38255.000 520.97 38255.000 520.97 �... 38315.000 521.96 38315.000 521.96 * 38380.000 521.84 38380.000 521.84 38420.000 521.88 ` 38420.000 521.88 38500.000 522.11 38500.000 522.11 38580.000 522.32 38580.000 522.32 38620.000 522.38 38620.000 522.38 38670.000 522.63 38670.000 522.63 r� 30SEP91 15:34:22 .00 521.41 110.07 .00 11153.69 46.31 120.00 1021.50 1031.42 1131.55 1141.50 .00 522.17 150.00 .00 10926.20 273.80 150.00 1006.50 1000.00 1141.80 1156.50 .00 522.17 150.00 .00 10926.20 273.80 150.00 1006.50 1000.00 1141.80 1156.50 .00 522.48 260.00 .00 11200.00 .00 .00 .00 2630.00 2890.00 .00 .00 522.48 260.00 .00 11200.00 .00 260.00 2630.00 2630.00 2890.00 2890.00 .00 522.70 233.74 856.09 9635.96 707.96 260.00 2630.00 2670.00 2860.00 2890.00 .00 522.70 233.74 856.14 9635.85 708.00 260.00 2630.00 2670.00 2860.00 2890.00 .00 522.77 233.39 848.70 9649.45 701.85 260.00 2630.00 2670.00 2860.00 2890.00 .00 522.77 233.39 848.73 9649.40 701.87 260.00 2630.00 2670.00 2860.00 2890.00 .00 523.01 232.89 838.22 9668.60 693.18 260.00 2630.00 2670.00 2860.00 2890.00 .00 523.01 232.89 838.24 9668.55 693.21 260.00 2630.00 2670.00 2860.00 2890.00 .00 523.27 231.67 812.30 9715.96 671.74 260.00 2630.00 2670.00 2860.00 2890.00 .00 523.27 231.67 812.33 9715.89 671.77 260.00 2630.00 2670.00 2860.00 2890.00 .00 523.34 231.34 805.30 9728.73 665.96 260.00 2630.00 2670.00 2860.00 2890.00 .00 523.34 231.34 805.33 9728.69 665.98 260.00 2630.00 2670.00 2860.00 2890.00 .00 523.53 232.34 212.51 10797.10 190.38 260.00 2630.00 2670.00 2860.00 2890.00 .00 523.53 232.34 212.52 10797.09 190.39 260.00 2630.00 2670.00 2860.00 2890.00 PAGE 51 SECNO CWSEL DIFRWS EG TOPWID QLOE QCE QROB PERENC STENCL STCBL STCHR STENCR 39720.000 526.04 .00 526.32 953.12 4661.56 861.41 5677.03 .00 .00 1713.00 1726.00 .00 39720.000 526.14 .10 526.60 405.00 5545.91 1012.65 4641.44 405.00 1517.00 1713.00 1726.00 1922.00 w L 41180.000 528.68 .00 528.74 2041.46 4631.91 532.81 2735.29 .00 .00 2536.00 2552.00 .00 41180.000 529.31 .63 529.40 600.00 3899.44 614.23 3386.33 600.00 2244.00 2536.00 2552.00 2844.00 • 41950.000 ►- 529.67 .00 530.11 1045.83 3052.01 1382.67 3465.32 .00 .00 1791.00 1810.00 .00 41950.000 530.28 .61 530.62 510.00 2960.40 1286.92 3652.68 510.00 1545.50 1791.00 1810.00 2055.50 * 42050.000 531.07 .00 531.90 1388.84 2474.13 4240.35 1185.52 .00 .00 1788.00 1834.00 .00 '� 42050.000 530.96 -.11 532.26 610.00 1862.23 4879.17 1158.60 610.00 1506.00 1788.00 1834.00 2116.00 oft • 42090.000 535.39 ,-t 42090.000 535.24 r' 47640.000 543.98 47640.000 544.87 47670.000 548.59 47670.000 548.94 .00 535.41 2726.79 3735.23 1120.12 3044.64 .00 .00 1788.00 1834.00 .00 -.16 535.35 570.00 2725.38 2556.10 2618.52 570.00 1526.00 1788.00 1634.00 2096.00 .00 535.41 2746.04 3824.45 355.70 3719.84 .00 .00 1791.00 1810.00 .00 -.05 535.38 1010.00 3490.26 545.13 3864.61 1010.00 1295.50 1791.00 1810.00 2305.50 .00 535.60 2014.18 2523.52 1151.58 4224.91 .00 .00 1740.00 1786.00 .00 .16 535.89 580.00 3945.28 2039.31 1915.41 580.00 1473.00 1740.00 1786.00 2053.00 .00 539.02 1001.18 3574.90 1844.67 2480.43 .00 .00 2160.00 2187.00 .00 .54 539.32 630.00 3489.57 1660.06 2750.36 630.00 1858.50 2160.00 2187.00 2488.50 .00 543.78 1421.37 4671.66 1144.25 2084.09 .55 544.49 500.00 3382.90 1496.50 3020.60 .00 543.94 1951.35 3247.04 3660.88 992.08 .60 544.81 650.00 1400.17 4976.56 1523.26 .00 .00 2349.00 2369.00 .00 500.00 2109.00 2349.00 2369.00 2609.00 .00 .00 1511.00 1591.00 .00 650.00 1226.00 1511.00 1591.00 1876.00 .00 544.07 2103.71 3832.85 2734.82 1332.33 .00 .00 1511.00 1591.00 .00 .88 544.98 1110.00 2567.85 3111.93 2220.22 1110.00 996.00 1511.00 1591.00 2106.00 .00 548.60 2250.00 4707.24 1096.73 2096.03 .00 .00 1511.00 1591.00 .00 .35 548.96 1020.00 2985.63 1940.84 2973.52 1020.00 1041.00 1511.00 1591.00 2061.00 47720.000 42170.000 535.41 * 42170.000 535.36 r 543.70 47540.000 544.30 44200.000 535.56 + 44200.000 535.72 rte. 548.97 875.00 2785.60 45820.000 538.25 875.00 45820.000 538.79 p- .00 1988.50 48350.000 p- .00 548.63 1865.76 2427.87 3163.31 r' 47640.000 543.98 47640.000 544.87 47670.000 548.59 47670.000 548.94 .00 535.41 2726.79 3735.23 1120.12 3044.64 .00 .00 1788.00 1834.00 .00 -.16 535.35 570.00 2725.38 2556.10 2618.52 570.00 1526.00 1788.00 1634.00 2096.00 .00 535.41 2746.04 3824.45 355.70 3719.84 .00 .00 1791.00 1810.00 .00 -.05 535.38 1010.00 3490.26 545.13 3864.61 1010.00 1295.50 1791.00 1810.00 2305.50 .00 535.60 2014.18 2523.52 1151.58 4224.91 .00 .00 1740.00 1786.00 .00 .16 535.89 580.00 3945.28 2039.31 1915.41 580.00 1473.00 1740.00 1786.00 2053.00 .00 539.02 1001.18 3574.90 1844.67 2480.43 .00 .00 2160.00 2187.00 .00 .54 539.32 630.00 3489.57 1660.06 2750.36 630.00 1858.50 2160.00 2187.00 2488.50 .00 543.78 1421.37 4671.66 1144.25 2084.09 .55 544.49 500.00 3382.90 1496.50 3020.60 .00 543.94 1951.35 3247.04 3660.88 992.08 .60 544.81 650.00 1400.17 4976.56 1523.26 .00 .00 2349.00 2369.00 .00 500.00 2109.00 2349.00 2369.00 2609.00 .00 .00 1511.00 1591.00 .00 650.00 1226.00 1511.00 1591.00 1876.00 .00 544.07 2103.71 3832.85 2734.82 1332.33 .00 .00 1511.00 1591.00 .00 .88 544.98 1110.00 2567.85 3111.93 2220.22 1110.00 996.00 1511.00 1591.00 2106.00 .00 548.60 2250.00 4707.24 1096.73 2096.03 .00 .00 1511.00 1591.00 .00 .35 548.96 1020.00 2985.63 1940.84 2973.52 1020.00 1041.00 1511.00 1591.00 2061.00 47720.000 548.59 47450.000 543.64 47450.000 544.20 r 47540.000 543.70 47540.000 544.30 r' 47640.000 543.98 47640.000 544.87 47670.000 548.59 47670.000 548.94 .00 535.41 2726.79 3735.23 1120.12 3044.64 .00 .00 1788.00 1834.00 .00 -.16 535.35 570.00 2725.38 2556.10 2618.52 570.00 1526.00 1788.00 1634.00 2096.00 .00 535.41 2746.04 3824.45 355.70 3719.84 .00 .00 1791.00 1810.00 .00 -.05 535.38 1010.00 3490.26 545.13 3864.61 1010.00 1295.50 1791.00 1810.00 2305.50 .00 535.60 2014.18 2523.52 1151.58 4224.91 .00 .00 1740.00 1786.00 .00 .16 535.89 580.00 3945.28 2039.31 1915.41 580.00 1473.00 1740.00 1786.00 2053.00 .00 539.02 1001.18 3574.90 1844.67 2480.43 .00 .00 2160.00 2187.00 .00 .54 539.32 630.00 3489.57 1660.06 2750.36 630.00 1858.50 2160.00 2187.00 2488.50 .00 543.78 1421.37 4671.66 1144.25 2084.09 .55 544.49 500.00 3382.90 1496.50 3020.60 .00 543.94 1951.35 3247.04 3660.88 992.08 .60 544.81 650.00 1400.17 4976.56 1523.26 .00 .00 2349.00 2369.00 .00 500.00 2109.00 2349.00 2369.00 2609.00 .00 .00 1511.00 1591.00 .00 650.00 1226.00 1511.00 1591.00 1876.00 .00 544.07 2103.71 3832.85 2734.82 1332.33 .00 .00 1511.00 1591.00 .00 .88 544.98 1110.00 2567.85 3111.93 2220.22 1110.00 996.00 1511.00 1591.00 2106.00 .00 548.60 2250.00 4707.24 1096.73 2096.03 .00 .00 1511.00 1591.00 .00 .35 548.96 1020.00 2985.63 1940.84 2973.52 1020.00 1041.00 1511.00 1591.00 2061.00 47720.000 548.59 .00 548.60 2250.00 4693.54 1131.42 2075.04 .00 .00 1511.00 1591.00 47720.000 548.94 .35 548.97 875.00 2785.60 2221.16 2893.24 875.00 1113.50 1511.00 1591.00 .00 1988.50 48350.000 548.61 .00 548.63 1865.76 2427.87 3163.31 2308.82 .00 .00 2130.00 2300.00 .00 ■+ 48350.000 548.96 .35 549.14 240.00 250.25 6936.97 712.78 240.00 2095.00 2130.00 2300.00 2335.00 1 30SEP91 15:34:22 SUMMARY OF ERRORS AND SPECIAL NOTES r ARNING SECNO- 30190.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30190.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 0- ARNING SECNO= 30201.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ..ARNING SECNO= 30201.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r RRNING SECNO- 31480.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO- 31480.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 52 " tRNING SECNO- 31550.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE DARNING SECNO= 31550.000 , WARNING SECNO- 31750.000 DARNING SECNO- 31750.000 WARNING SECNO= 34330.000 P° DARNING SECNO- 34330.000 WARNING SECNO= 35770.000 � IARNING SECNO= 35770.000 WARNING SECNO= 35970.000 DARNING SECNO- 35970.000 DARNING SECNO= 36070.000 WARNING SECNO= 36070.000 r PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE : AUTION SECNO- 38235.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 38235.000 PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY r.4AUTION SECNO- r 38235.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL AUTION SECNO= 38235.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38235.000 PROFILE- 2 PROBABLE MINIMUM SPECIFIC ENERGY UTION SECNO= 38235.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL AUTION SECNO= 38255.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= v-� 38255.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL ARMING SECNO- 38380.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= P_ 38380.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARMING SECNO= 41180.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r ARMING SECNO= 41950.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARMING SECNO= 41950.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' AUTION SECNO= 42050.000 PROFILE= 1 CRITICAL DEPTH ASSUMED AUTION SECNO= 42050.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL ►QAUTION SECNO= 42050.000 PROFILE= 2 CRITICAL DEPTH ASSUMED AUTION SECNO= 42050.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY 1 30SEP91 15:34:22 P_ PAGB 53 CAUTION SECNO- 42050.000 PROFILE- 2 20 TRIALS ATTEMPTED TO BALANCE WSEL ARMING SECNO= 42090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 42090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE p- WARNING SECNO= 42170.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE „ SECNO= 44200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 45820.000 r CAUTION SECNO- 45820.000 CAUTION SECNO. 45820.000 WARNING SECNO- 45820.000 ON- WARNING SECNO- 47450.000 WARNING SECNO= 47450.000 PROFILE- 1 CRITICAL DEPTH ASSUMED PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY PROFILE. 1 20 TRIALS ATTEMPTED TO BALANCE WSEL PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE p- WARNING SECNO= 47640.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 47640.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE P+ iARNING SECNO- 47670.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE DARNING SECNO= 47670.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ►'NARNING SECNO- 48350.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 48350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r L 30SEP91 15:34 :22 FLOODWAY DATA, GRAPEVINE CREEK P'NROFILE 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. 955. 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 31550.000 539. 2797. 3.8 508.0 507.5 .5 31750.000 247. 3058. 3.4 508.2 507.8 .4 32740.000 254. 2811. 3.7 508.7 508.3 .4 '34045.000 266. 2644. 4.0 509.4 509.1 .3 PAGE 54 260. 2071. 5.1 509.6 509.3 .3 256. 1872. 5.6 510.5 510.3 .2 239. 1838. 5.7 511.6 511.5 .1 241. 1901. 5.5 511.9 511.8 .1 240. 1512. 7.4 512.2 512.1 .1 239. 2118. 5.3 513.1 513.0 .1 177. 1476. 7.6 513.0 512.9 .1 178. 1487. 7.5 513.6 513.6 .0 100. 890. 12.6 512.8 512.8 .0 100. 892. 12.6 512.9 512.9 .0 110. 753. 14.9 517.8 517.8 .0 150. 1304. 8.6 521.0 521.0 .0 260. 1936. 5.8 522.0 522.0 .0 234. 1577. 7.1 521.8 521.8 .0 233. 1565. 7.2 521.9 521.9 .0 233. 1548. 7.2 522.1 522.1 .0 232. 1506. 7.4 522.3 522.3 .0 231. 1495. 7.5 522.4 522.4 .0 232. 1528. 7.3 522.6. 522.6 .0 405. 2169. 5.2 526.1 526.0 .1 600. 3323. 2.4 529.3 528.7 .6 510. 1874. 4.2 530.3 529.7 .6 610. 1372. 5.8 531.0 531.1 -.1 570. 3768. 2.1 535.2 535.4 -.2 1010. 7436. 1.1 535.4 535.4 .0 580. 2812. 2.8 535.8 535.6 .2 630. 1614. 4t9 538.8 538.3 .5 500. 2144. 3.7 544.2 543.6 .6 15:34:22 _LOODWAY DATA, GRAPEVINE CREEK PROFILE NO. 2 - - - - -- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 47540.000 650. 2030. 3.9 544.3 543.7 .6 47640.000 1110. 4127. 1.9 544.9 544.0 .9 37670.000 1020. 8015. 1.0 549.0 548.6 .4 47720.000 875. 6747. 1.2 549.0 548.6 .4 48350.000 240. 2448. 3.2 548.9 548.6 .3 PAGE 55 AMwt X. MW Ashes, Inc. Iors, Fort WwA, Ate, CkkWo, J+cksonviiie