Loading...
Carter Phase 1-SY 970404 REQUEST FOR CONDITIONAL LETTER OF MAP REVISION To CITY OF COPPELL AND FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE CARTER ADDITION COPPELL, TEXAS JANUARY, 1997 PREPARED BY JERRY PARCHE' CONSULTING ENGINEERS 1301 S. BOWEN ROAD, SUITE 300 ARLINGTON, TEXAS 76013 March 28. 1997 Job No. 93-442-01 Mr. Kenneth Griffin, P.E. City Engineer City of Coppell P.O. Box 478 Coppell, Texas 75019 Re: Carter Addition - Phase Two Dear Ken: Enclosed are the latest revisions to the Grapevine Creek flood study through Carter Addition Phase Two. In accordance with your early discussions with Jerry Parche, the flood study has been revised to reflect no rise in the 100 year water surface elevation. If you have any questions or require any additional information, please do not hesitate to call. Sincerely, Robert L. Wright, P.E. Senior Vice President 10290 MONROE DR. SUITE 101/DALLAS,TEXAS 75229/(214)357-2981/FAX(214)357-2985  ' ~T P,O, Box 478  Coppell, Texas 75019 he City With A Beautiful Future 214-462-0022 r I April 4, 1997 Kimley-Hom and Associates, Inc. 910 Collier Street Fort Worth, Texas 76102-3542 Atto: Ron Morrison, P.E. RE: Floodplain review for Carter Addition This flood study has been processed to you in accordance with our contract with Kimley-Hom for the review of flood studies for the City of Coppell. Under the terms of the contract, the review fee for this flood study is based on an hourly rate not to exceed $1,000.00. If you should have any questions concerning this please feel free contact me at your convenience. Sincerely, Kenneth M. Griffin, P.E. Director of Engineering and Public Works file/kgriffin/carter, fs %V ~ ENGINEERS IN C. L \¥ 10290 Monroe Drive, Suite 101, Dallas, TX 75229 (214) 357-2981 FAX (214) 357-2985 Transmittal Letter DATE: JOB NO: TO: ATTENT;ON RE. ~ Attached ~ Under Separate Oover ~ Samples ~ Oopy of Letter ~ Ohange Order ~ Prints ~ Specifications ~ Other ~ Sepias ~ Shop Drawings cOm~SI "' ..... -- ~" ~-~ ....... '-*: '-'~:.~. ..> ....... . ~-; z~.-~ I Items transmitted as checked below: Sent Via: [] For Approval [] Approved as Submitted [~ Messenger [~ For Your Use [] Approved as Noted [] Mail [] As Requested [] Returned for Corrections [] Hand Carried By [] For Review and Comment [] [] Other Remarks: By: ~~ 0'--~L=¥ Copies '0: PROPOSED FLOOD PLAIN RECLAMATION CARTER ADDITION COPP~LL, TEXAS INTRODUCTION The proposed Carter Addition consists of 13.25 acres of land located just upstream of Moore Road on Grapevine Creek in Coppell, Dallas County, Texas. The property is bounded on the north by Carter Drive, on the east by Moore Road, on the south by the St. Louis & Southwestern Railroad and on the west by undeveloped land. The site is shown on Exhibit A submitted with this report. . Grapevine Creek flows easterly through the property. The currently designated flood plain is shown on the Flood Insurance Rate Map for the City of Coppell, Texas, Community- Panel Number 4801700010E, Revised April 15, 1994. The flood plain limits have been plotted in accordance with computer models and are shown on Exhibit A. The entire property is in the 100-year flood plain with the exception of a relatively narrow strip of land immediately south of Caner Drive. The owner desires to subdivide the property into 5 lots and provide a minimum buildable depth, i.e. ground above the 100-year -1- Ic~, Parche' Consulting Engineers flood elevation, on each lot of approximately 115 feet south of Carter Drive. The portion of this 115 foot wide strip currently below the 100-year flood elevation will be reclaimed by filling. As such, this study was prepared to present documentation in support of our request for a Conditional Letter of Map Revision (CLOMR) from the Federal Emergency Management Agency in order that the area to be filled may be removed from the flood plain following completion of the work and submittal of required data. All proposed fill areas are outside of the current floodway. In order to study the impacts of the proposed project on the flood plain, copies of previous flood studies on Grapevine Creek were acquired. Following is a description of the HEC-2 hydraulic models obtained for this study. 1. Model GABRENC - the existing F.I.S. model of Grapevine Creek obtained from FEMA's consultant - Michael Baker, Jr. Inc. This is a model of the 100-year flood plain and floodway in Grapevine Creek from Station 15350 to Station 25685 with existing watershed conditions. A copy of the input and output data is included in Appendix A. 2. Model GABMULT- the existing F.I.S. multiple flood frequency model of Grapevine Creek which was also obtained from Michael Baker, Jr., Inc. The model analyzes the 10, 50, 100 and 500 year floods in Grapevine Creek from Station 15350 to Station 25685 -2- Jerry Parehe' Consulting Engineers with existing watershed conditions. A copy of the model is also included in Appendix A. 3. Model GREXULT1 - a model prepared for the City of Coppell to analyze the 100- year flood plain and floodway with fully developed watershed conditions. A copy of this model was obtained from Albert Halff & Associates, Inc. 4. Model ALTGRA - this model was prepared for the City of Coppell to analyze the 2-year and 100-year floods with a fully developed watershed. A copy of this model was also obtained from Albert Halff & Associates, Inc. Using these computer models as a basis, additional models were prepared to analyze the proposed fill in the Carter Addition. The hydraulic response of the proposed improvements was determined and evaluated based on compliance with City of Coppell requirements. The additional hydraulic models prepared for this study and the hydraulic impacts of the proposed improvements are discussed in the following sections. EXISTING CONDITIONS Grapevine Creek follows a winding route as it flows easterly through the Carter Addition. The creek is approximately 10-15 feet deep with steep sideslopes. The stream alignment and flood plain topography are shown on Exhibit A, which, in addition to cross sections of the creek -3- le~ Parch¢' Consulting Engineers within the Carter Addition, are attached to this report. The stream length through the project area is approximately 1200 feet in length. Moore Road is at the downstream end of the Carter Addition and crosses Grapevine Creek by a three span bridge structure. The downstream face of Moore Road is at Grapevine Creek Cross Section 18515. The following six cross sections of Grapevine Creek are included in the FEMA F.I.S. model, GABRENC, through the project reach: 18600, 18615, 18650, 0.1 (at Station 19160), 0.2 (at Station 19550), and 0.3 (at Station 20000). These sections were located on the City of Coppell topographic map and shown on Exhibit A. Elevation values in the cross sections were found to correlate well with contours on the map. For this study, F.I.S. sections 0.1, 0.2 and 0.3 were assigned their station values: 19160, 19550 and 20000, respectively. Table 1 below gives peak discharges through the Carter Addition from previous hydraulic models for the various flood events studied. .::-::' '-'-::.:.-:::::i-:i!.E:i.~.::::i--:-.:.!:i:i'5 .E ¢ :::::::::::::::::::::::::::::::::::::::::: :! :E::::::~ES-':::'::~ > :E:E::: E :-:~:-i::::-~:. ::-:-:::::: 2::: ::S-:-:~--::::--::2::. :-::.: :::::F:::~ :::::-:~: i:~:i S: :-:~ :::::::::::::::::::::::::::::::::: x-:::i[::::::-:::: :::-: '2~E x-:!q[::E~-:?:~c!: ::::::::::::::::::::::::::::::::::::::::: ii!.- ..:' i "-:" i'i:!-: !:i¢::i!6' . ' '":: 'Z ........... !:i:'" -.-.' ....... "'".~::i-i!~;: '" ii":i" '".i!:: '"'"'"'"' '""i:' ':! '"""! ....... PEAK DlSCHAROE FLOOD EVENT CFS 10 Year - Existing Watershed 7500 50-Year - Existing Watershed 10500 100-Year - Existing Watershed 11800 500-Year - Existing Watershed 15100 2-Year - Fully Developed Watershed 5250 100-Year - Fully Developed Watershed 16500 4- Jerry Parche' Consulting Engineers From our review of the results of the F.I.S. model GABRENC, it is apparent that the 100-year flood water surface elevation on the upstream side of Moore Road, at cross section 18566, is not above the minimum top of road elevation. Therefore, all flow during this event is through the bridge opening and a small opening under the road approximately 150 feet north of the bridge. This is also true for the 100-year flood event with the watershed fully developed. Therefore, a modified existing condition model was prepared to restrict the effective flow area upstream of Moore Road. In addition three additional cross sections were surveyed through the site, Sections 19034, 19320 and 19662, and added to the hydraulic models to further clarify the flood elevations through the property. Utilizing the effective flow limits and additional sections discussed above, the following modified existing condition models were prepared to analyze the existing flood plain and floodway through the Carter Addition. : Model CAREX3 - model of the 100-year flood plain and floodway with the existing watershed. Model MFEX3 - multiple flood frequency model, 10, 50, 100 and 500 year storms, with the existing watershed. Model CARULT4- model of the 100-year flood plain and floodway with the fully developed watershed. These models analyze flooding in Grapevine Creek from Section 18500, which is just -5- Jerry Par~he' Consulting Engineers downstream of Moore Road, upstream to Section 25685, which is approximately 5700 feet upstream of the Carter Addition and approximately 100 feet upstream of Denton Tap Road. The models were extended this far upstream so that impacts from proposed improvements could be evaluated upstream of the project. Starting water surface elevation, Manning's 'n' factors, floodway stations, channel bank stations and discharges were taken from the F.I.S. computer models and City of Coppell Fully Developed Watershed models. The 100-year flood elevations computed in the existing channel and flood plain F.I.S. model GABRENC, the modified existing condition model CAREX3, and the fully developed watershed modified existing condition model CARULT4 are listed in Exhibit A from section 18515 to section 21690. Models CAREX3 and MFEX3 are given in Appendix II. Model CARULT4 is included in Appendix III. Water surface elevations computed for the existing watershed and fully developed watershed 100-year floods with existing flood plain conditions are also indicated in the cross sections submitted with this report. As seen in the table of water surface elevations on Exhibit A, the modified existing condition computer model, CAREX3, generates a slight decrease in the 100-year flood water surface elevations just upstream of the Moore Road bridge compared to these elevations computed in the F.I.S. model. However, at sections 19160 and 19550, the water surface elevation for existing channel and watershed conditions computed in the modified existing condition model is approximately 0.4 feet higher than the elevations computed at these sections in the F.I.S. model. · '6- lcrry Parch¢' Consulting Engine, era The Flood Plain Management Ordinance of the City of Coppell requires that the lowest floor of a structure be elevated to a minimum of two feet above the F.I.S. base flood elevation or to one foot above the design base flood elevation, whichever is higher. The Design Base Flood is defined as the 100-year flood from a fully urbanized watershed. As shown in the Table on Exhibit A, the fully developed 100-year flood water surface elevations exceed the existing watershed 100-year flood water surface elevations by more than 1 foot at every cross section studied. Therefore, minimum finish floor elevations in the Carter Addition will be based on the fully developed watershed 100-year flood levels. PROPOSED FLOOD PLAIN RECLAMATION The area to be reclaimed from the 100-year flood plain is shown on Exhibit A. This area will be elevated so that finish floor levels of proposed houses on Lots 1-5 in the Carter Addition can be constructed a minimum of 1 foot above the fully urbanized 100~-year flood elevation computed at the upstream limit of each lot. Proposed fills are shown on the cross sections submitted with this study. The transition from proposed pad level to natural grade is accomplished by a 4:1 slope. Initially, a computer model was prepared to determine the floodplain response with the proposed fills only. The results of this model indicated that proposed fills alone were found to cause slight increases in the fully urbanized watershed 100-year flood level. Therefore an excavated swale is proposed on the south side of the creek to provide conveyance area to compensate for the flood area lost due to filling. The size of the swale was carefully determined -7- Jerry Pamh¢' Consulting Engineers at each cross section studied such that no rise resulted in the 100-year flood level with fully urbanized conditions in accordance with City of Coppell requirements. The location of the proposed swale is shown on Exhibit A and the swale is shown in the cross sections submitted with this report. The computer model PROULT29 was prepared to analyze the proposed conditions in the flood plain with the fully urbanized watershed 100-year flood through the project. Both the proposed fill and swale are included in the model. A copy of the output data from this model is included in Appendix III. The proposed fills and swale are input at cross sections 18650 through 19662 in model PROULT29. Manning's 'n' factor, cross section locations, channel bank stations, beginning water surface elevations and effective flow limits in model PROULT29 :are similar to values used in the existing flood plain fully urbanized watershed 100-year flood model CARULT4. Also sections 18500 through 18615 and sections 20000 through 25085 are similar in both models. A comparison of the results of the 100-year flood levels determined in the proposed and existing condition models with a fully developed watershed in presented in Table 2. -8- Jcrry Parch¢' Consulting Engineers CROSS SECTION 100-YEAR FLOOD ELEVATIONS EX. CONDS. PROP. CON-DS. DIFFERENCE 18600 468.59 468.59 .... 18615 468.67 468.67 .... 18650 468.53 468.53 .... 19034 469.67 469.64 -0.03 19160 469.85 469.84 -0.01 19320 470.16 470.16 .... 19550 470.65 470.65 .... 19662 471.03 471.03 .... 20000 471.82 471.81 -0.01 20540 472.88 472.87 -0.01 0.5 473.76 473.76 .... 0.6 473.58 473.57 -0.01 As seen in Table 2, the proposed improvements will not increase the water surface elevations of the design base flood (fully urbanized watershed). The 100-year flood elevations computed in model PROULT29 were used to set minimum finish floor levels on proposed lots as shown in Exhibit A. The City of Coppell Floodplain Management Ordinance requires that the proposed development not increase the effective F.I.S. base flood elevations by more than one foot. Model PROEX29 was prepared to evaluate the impacts of the proposed improvements on the 100-year flood with the existing watershed condition. A comparison between the water surface profile computed in models CAREX3 for the existing flood plain and PROEX29 for the proposed flood plain evidences very small changes in water surface elevation through the project =9- Jerry Pa~he' Consulting Engineers reach. Article 4, Section C of the Floodplain Management Ordinance of the City of Coppell also requires that the proposed improvements not increase the base flood water surface elevations of the F.I.S. regulatory floodway in effect at the time of application for a flood plain permit. In evaluating the response of the proposed flood plain under this criteria, it is acknowledged that: 1. in subcritical flow channels FEMA does not recognize a drop in the floodway elevation going upstream and 2. the elevations of the regulatory floodway are in accordance with the floodway elevations determined by the modified existing condition model, prepared for this study. Therefore, floodway elevations in the proposed flood plain must be compared to floodway levels in the existing flood plain computed by the modified existing condition model, CAREX3. This information was confirmed in a conversation with Mr. Michael Vinson of Michael Baker, Jr. FEMA's consultant. : A comparison of the floodway elevations computed by model CAREX3 for the existing flood plain and model PROEX29 for the proposed flood plain, as presented in Appendices II and III respectively, indicates no rise in the regulatory floodway elevations due to proposed improvements. There is a computed increase in the floodway elevation at section 18650 of 0.03 feet, from elevation 465.93 to 465.96. However, the elevation computed at the next downstream section, section 18615, is 466.39. FEMA requires that a higher downstream elevation be extended level to the next cross section upstream. Since the proposed flood plain model determined the same 100-year floodway water surface elevation as the existing condition model, -10- Jerry Parch¢' Consulting Engineers i.e. 466.39, at section 18615 and since this elevation is higher than the elevations computed at the next upstream section 18650 in both models, then the regulatory floodway elevation at section 18650 is 466.39 for both existing and proposed conditions. This is in accordance with FEMA criteria as stated above. Documentation is presented in Appendix IV to demonstrate compliance with additional requirements of Section C, Article 4 of the City of Coppell Floodplain Management Ordinance regarding velocity and flood plain storage impacts. HEC II models EX2YULT4 and PR2YUL29, for existing and proposed conditions respectively, presented in Appendix IV were prepared to evaluate impacts on channel flow velocity with a 2-year storm due to proposed improvements. A review of the velocities computed in both models indicates that velocity changes are very minor with the proposed improvements. During the 100-year flood a review of channel velocities computed in models CAREX3 and model PROEX29, which were discussed previously, for existing and proposed conditions respectively also indicates only minor changes in channel velocities due to proposed improvements. The maximum velocity decrease was -0.11 fps and the maximum increase was +0.08 f.p.s. Models EX4VOL and PRO29VOL included in Appendix IV were prepared to evaluate impacts on flood plain storage due to proposed improvements. In model EX4VOL, total storage in the existing flood plain through the project reach was computed to be 101.28 acre feet for the 100-year flood. This was computed by setting the computed water surface elevation from model CARULT4 at each cross section and omitting effective flow limits. Similarly, the total storage was determined for the proposed channel and flood plain condition with the lO0-year flood in model PRO29VOL and computed to be 97.54 acre feet. Storage reduction is 3.7% which is less than the maximum 15% allowed by the city ordinance. CONCLUSION This study has presented an analysis of the hydraulic impacts due to the proposed construction of five pad sites for construction of homes on the north side of the Grapevine Creek Flood Plain just upstream of Moore Road in Coppell, Texas. Copies of the existing watershed condition flood plain models were obtained from FEMA's consultant, Michael Baker, Jr. and copies of the fully urbanized watershed condition flood plain models were obtained from the city's consultant. Computer models were prepared for this study to improve the existing condition models within the project reach and to evaluate hydraulic impacts of proposed reclamation. A swale is proposed on the south side of Grapevine Creek as a result of this analysis. The swale is needed to comply with the city's flood plain ordinance requirement that proposed reclamation not increase water surface elevations of the design base flood. We trust that information presented herein demonstrates that the proposed project is in compliance with the flood plain development regulations of the City of Coppell and the Federal Emergency Management Agency. On behalf of our client, we request that the City review and approve this report with attached exhibits, cross sections and computer models, for submittal to FEMA. We will then prepare FEMA forms to be submitted with the application and request -12- l~n, Parchc' Conaulting Engine~ra J that the City of Coppell forward this information to the Federal Emergency Management Agency with the City's endorsement requesting a Conditional Letter of Map Revision for the Caner Addition project. END OF REPORT -13- l,-m, Pasha' Consulting Engineers APPENDIX I EXISTING WATERSHED EXISTING CHANNEL MODELS MODEL GABRENC - 100 -YEAR FLOOD PLAIN AND FLOODWAY — FROM MICHAEL BAKER, JR. MODEL GABMULT - MULTIPLE FLOOD FREQUENCY — FROM MICHAEL BAKER, JR. MODEL CAREX3 - MODIFIED EXISTING CHANNEL CONDITIONS, 100 —YEAR FLOOD PLAIN AND FLOODWAY MODEL MFEX3 - MODIFIED EXISTING CHANNEL CONDITIONS, MULTIPLE FLOOD FREQUENCY a a a a a * HEC-2 WATER SURFACE PROFILES * * U.S. ARHY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616'4687 * * RUN DATE 30DEC96 TIHE 11:34:06 * * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXX×XX 30DEC96 11:34:07 PAGE 1 THIS RUN EXECUTED 30DEC96 11:34:07 HEC-2 ~ATER SURFACE PROFILES Version 4.6.2; May 1991 T2 EXTENDED FLOOD INSURANCE STUDY (ET RUN) MAY 1987 MOOIFIED 9/7/89 T3 GRAPEVINE CREEK - CREEKVIE~ AS BUILT (GRASBLT) dl ICHECK lNG NINV IDIR STET METRIC NVINS a WSEL FQ O. 4 457.86 J2 NPROF IPLOT PRFVS XSECV XSECN FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE COORS FOR SUMMARY PRINTOUT 150 200 QT 6 6900 9700 11000 14200 16100 11000 NC .070 .070 .050 .1 .3 ET 8.1 1500 1850 PROFILE SECTION G - SURVEY SECTION 7 ~ Xl 15350 36 1527 1588 1200 1300 1180 GR 480.9 1000 475.0 1100 470.5 1200 463.8 1249 459.1 1258 GR 458.3 1271 462.7 1295 462.7 1300 460.0 1326 459.7 1344 - GR 459.6 1352 459.6 1390 459.5 1426 459.8 1437 459.5 1450 GR 454.7 1482 455.1 1500 454.8 1527 441.4 1545 441.3 1569 GR 454.6 1588 454.7 1600 454.1 1700 453.1 1800 453.6 1882 GR 456.7 1898 456.9 1909 457.0 1919 455.0 1941 455.2 1949 6R 456.5 2000 458.2 2100 461.5 2200 467.7 2300 474.0 2400 GR 481.1 2500 NC .3 .5 ET 8.11 1158.5 1238.5 PROFILE SECTION N - SURVEY SECTION 8 BELTLINE ROAD Xl 15440 38 1125 1272 25 350 90 X3 10 458.9 459 GR 480.9 658 470.5 758 463.8 807 463.5 829 462.7 853 GR 461.0 879 459.7 897 459.6 943 459.5 979 459.8 990 GR 459.7 1000 460.5 1100 460.5 1125 457.2 1125 454.9 1136 GR 454.9 1137 450.0 1145 442.2 1160 439.7 1177 439.7 1179 GR 441.1 1222 441.1 1224 441.6 12.30 446.4 1240 450.1 1248 GR 450.1 1249 456.2 1270 457.4 1272 460.5 1272 460.5 1300 GR 460.2 1400 460.2 1461 460.2 1500 460.8 1600 462.5 1700 GR 464.6 1800 466.4 1900 469.1 2000 300EC96 11:34:07 PAGE 2 ET 8.11 1158.5 1238.5 SB 1.05 2.413 2.5 57 6 1846.80 2.37'~ 440.04 440.04 Xl 15470 30 30 30 x2 1 459 460.5 x3 10 458,9 459 BT 2 1125 460.5 458.9 1272 460.5 459.0 ET 8.1 1467.5 1667.5 X1 15520 18 1527 1608 50 50 50 GR 480.9 1000 475.0 1100 470.5 1200 463.8 1249 459.1 1258 GR 458.3 1271 462.7 1295 462.7 1300 460.5 1326 459.7 1344 GR 453.6 1527 441.3 1560 441.8 1585 455.6 1608 455.2 1700 GR 460.0 2230 4?0.0 2400 475.0 2600 ET 8.11 1335.5 1435.5 PROFILE SECTION I - SURVEY SECTION 9 ST. LOUIS SOUTHWESTERN R.R. Xl 15600 28 1321 1450 50 100 80 X3 10 459.4 459.4 GR 462.7 1000 462.6 1100 462.6 1200 462.8 1300 462.7 1321 GR 455.0 1321 448.4 1333 448.4 1334 442.4 1349 442.4 1350 GR 442.3 1378 442.3 1379 441.6 1392 445.5 1400 446.0 1410 GR 446.0 1411 449.0 1423 449.0 1424 452.6 1437 452.6 1438 GR 456.4 1450 461.7 1450 462.9 1500 463.4 1600 463.8 1700 GR 464.2 1800 464.8 1900 465.4 2000 ET 8.11 1335.5 1435.5 SB 1.05 2.4~5 2.5 66.2 6 1589.35 1.85 442.4 442.4 X1 15610 10 10 10 ~ X2 1 459.~ 461.7 X3 10 459.4 459.4 BT 2 1321 462.7 459.4 1450 461.7 459.4 ET 8.1 1112.5 1212.5 NC .070 .070 .050 0.1 0.3 QT 6 11000 11000 11000 11000 11000 11000 Xl 15630 24 1115 1210 30 10 20 GR 470 1000 468 1020 466 1026 464 1038 462 1045 GR 460 1052 458 1060 456 1068 454 1100 452 1105 GR 450 1115 442 1130 441.8 1132 441.7 1158 442 1160 GR 450 1210 452 1220 454 1230 456 1240 460 1250 GR 461.76 1260 462 1470 464 17T0 466 1970 NC .1 .3 ET 8.1 1101 1201 Xl 15640 24 1102 1200 10 10 10 GR 470 1000 468 1015 466 1025 464 1035 462 1042 GR 460 1052 458 1060 456 1070 454 1085 452 1092 GR 450 1102 442 1126 ~41.8 1128 441.? 1154 442 1156 GR 450 1200 452 1215 454 1225 456 1235 460 1245 GR 461.76 1255 462 1465 464 1765 466 1965 300EC96 11:34:07 PAGE 3 ET 8.1 1101 1201 Xl 15650 0 0 0 10 10 10 0 ET 8.1 1072.0 1187.0 Xl 15660 24 1089 1170 10 10 10 GR 470 1000 468 1010 466 1020 464 1030 462 1040 GR 460 1050 458 1058 456 1065 454 1075 452 1082 GR 450 1089 442 1105 441.8 1107 441.7 1133 442 1135 GR 450 1170 452 1190 454 1200 456 1210 460 1225 GR 461.76 1235 462 1445 464 1745 466 1945 NC .07 .07 .05 .1 .3 ET 8.1 1052 1240 X1 15680 24 1052 1240 20 15 20 GR 470 1000 468 1012 466 1023 464 1038 462 1045 GR 460 1052 458 1060 456 1068 454 1075 452 1082 GE 450 1088 442 1102 441.83 1104 441.7~ 1130 442 1132 GR 450 1160 452 1185 454 1220 456 1230 460 1240 GR 461.76 1250 462 1460 464 1~50 466 1950 ET 8.1 1099 1470 Xl 157~0 20 1099 1307 50 30 50 GR 470 1000 468 1055 466 1070 464 1080 462 1088 GR 460 1099 450 1130 442 1142 441.85 1144 441.75 1170 GR 442 1172 450 1192 452 1210 454 1287 456 1297 GE 460 1307 461.76 1317 462 1527 464 1817 466 2017 NC .07 .07 .05 .1 .3 QT 6 6900 9700 11000 14200 16300 11000 ET 8.1 1390 ~ 2028 ****** MOORE RD ADDITIONAL MODEL ************************ PROFILE SECTION J - SURVEY SECTION 10 START LAND DEVELOPEMENT FILL ON LEFT OVERBANK Xl 16480 27 1634 1722 830 650 750 GR 485.5 1000 480.4 1100 4~3.9 1200 470.0 1300 470.0 1390 GR 459.5 1390 458.7 1400 456.3 1500 454.9 1600 457.1 1634 GR 445.0 1665 442.7 1683 443.8 1700 457.2 1722 455.9 1800 GR 455.6 1900 455.6 2000 456.1 2100 455.3 2116 465.4 2146 GR 470.0 2146 470.0 2151 470.0 2170 470.0 2200 470.0 2261 GE 470.0 2300 470.0 2322 QT 6 ~500 10500 11800 15100 16000 11800 ET 8.1 1255 1870 Xl 17600 15 1535 1610 1160 1000 1120 GR 480.0 950 470.0 980 470.0 1140 460.0 1140 459.0 1410 GR 458.7 1520 457.5 1535 445.8 1561 445.0 1572 446.0 1590 GE 459.5 1610 459.6 1710 460.8 1820 461.5 1870 471.4 1900 30DEC96 11:34:07 PAGE 4 ET 8.1 1305 1672 Xl 17980 22 1400 1590 600 260 380 GR 470 1000 470 1030 470 1070 470 1090 464.67 1090 GR 464 1100 462 1138 460 1165 458 1205 458 1400 GR 456 1495 454 1505 452 1522 450 1530 446.1 1550 GR 450 1570 458 1590 460 1730 462 1745 468 1765 GR 469.2 1~0 470 2100 ET 8.1 1321 1649 Xl 18150 19 1480 1550 160 180 170 GR 470 1000 470 1030 470 1045 470 1050 465.71 1050 GR 464 1080 462 1120 460 1145 458 1220 458 1255 GR 458 1480 450 1495 446.6 1510 450 1530 460 1550 GR 460 1595 460 1660 469.7 1685 470 1810 ET 8.1 1340 1650 Xl 18210 18 1490 1545 60 65 60 GR 470 1000 470 1030 470 1045 4?0 1050 465.71 1050 GR 464 1085 462 1130 460 1150 458 1240 458 1490 GR 450 1510 446.8 1525 450 1535 460 1545 460 1605 GR 460 1650 469.85 1680 470 1730 ET 8.1 1290 1625 X1 18240 16 1480 1553 30 30 30 GR 470 1000 470 1035 470 1042 467.07 1042 466 1050 GR 464 1090 462 1140 460 1155 460 1480 450 1520 GR 446.9 1530 450 1540 460 1553 460 1610 469.9 1680 GR 470 1700 ET 8.1 1340 ~ 1740 Xl 18320 16 1510 1580 80 80 80 GR 470 1000 470 1040 470 1052 467.09 1052 466 1062 GR 464 1105 462 1150 460 1195 460 1450 460 1510 GR 450 1535 447.1 1542 450 1560 460 1580 460 1670 GR 470 1690 ET 8.1 1245 1735 Xl 18450 19 1465 1530 120 160 130 GR 470 1000 470 1055 470 1065 467.20 1065 466 1080 GR 464 1130 462 1170 460 1240 460 1385 460 1465 GR 450 1480 447.5 1490 450 1510 460 1530 462 1675 GR 464 1700 4~ 1730 468 1770 470 1780 ET 8.1 4800 5150 PROFILE SECTION K - SURVEY SECTION 11 END LAND DEVELOPEMENT FILL ON LEFT OVERBANK X1 18500 42 4930 5025 50 50 50 GR 487,2 4050 484.5 4100 482.3 4150 479.3 4200 476,7 4250 GR 474.3 4300 472,4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 30DEC96 11:34:07 PAGE 5 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 4983 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 NC .028 .3 .5 ET 8.11 1390 1795.0 Xl 18514 34 1513 1680.7 14 14 14 GR 4?6.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 4?0.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 GR 473.5 1807 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECTION 12 AS-BUiLT BRIDGE -- DATA UPDATE ON OCT. 1987 MOORE ROAD - DOWNSTREAM SiDE Xl 18515 38 1513 1680.7 1 I 1 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 4?0.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 4?2.34 468.34 BT 1565.65 473.32 469.32 1625.55 473.76 469.?6 1680.? 473.65 469.65 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 4?'5.6 0 1898 473.6 0 1907 = 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455,81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596,95 449.04 1610.80 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1410 1780.0 MOORE ROAD - UPSTREAM SiDE X1 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 47"3.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 30DEC96 11:34:07 PAGE 6 6R 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.7'5 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 GR 47'5.6 1857 473.6 1898 473.3 1907 ET 8.11 1470 1720 X1 18566 33 1540.15 1651.3 1 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 47'5.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 NC .05 ET 8.1 1290 1555 X1 18600 19 1350 1500 34 34 34 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1730 ET 8.1 1275 1565 X1 18615 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1761 473.5 1750 ~ ET 8.1 1690 1980 Xl 18650 32 1805 1868 35 35 35 .7 GR 482.6 1100 478.3 1200 469.2 1300 465.2 1372 463.3 1376 GR 467.3 1384 466.8 1400 466.5 1416 463.4 1434 463.6 1500 GR 462.3 1600 461.6 1700 462.4 1805 447.5 1830 446.8 1841 GR 448.1 1853 462.0 1868 462.3 1900 463.1 2000 467.3 2100 GR 472.3 2133 473.2 2134 472.7 2140 470.7 2157 475.6 2185 GR 476.4 2200 477.0 2250 478.2 2263 478.6 2284 477.7 2300 GR 476.2 2321 478.3 2349 QT 6 7500 10500 11800 15100 16500 11800 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 33S 65O SEOTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.1 20. 465. 560. 330. 275. 510. GR 478. O. 476. 10. 474. 25. 472. 35. 470. 65. GR 468. 80. 466. 100. 464. 120. 464. 465. 460. 480. GR 450. 500. 449. 510. 449. 520. 450. 530. 460. 550. GR 462. 560. 464. 625. 466. 655. 470. 695. 471. 715. 30DEC96 11:34:07 PAGE 7 ET 8.1 172.5 530 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 0.2 20. $10. 385. 290. 265. 390. GR 478. O. 476. 35. 474. 50. 472. 80. 470. 105. GR 468. 145. 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. GR 468. 760. 470. ?80. 4?2. 785. 474. 802. 475. 810. ET 8.1 158.5 528.5 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.3 16. 315. 372. 410. 280. 450. GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 PROFILE SECTION M - SURVEY SECTION 13 SECTION MOO IFIED BY NDM ENGINEERS BASED ON COPPELL TOPO 06/27/87 Xl 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. OR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. : QT 6 7500 10500 11800 15100 16100 11800 ET 8.1 225 575 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 0.5 19. 450. 582. 315. 415. 435. GR 484. O. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 196. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. ET 8.1 205 455 SECT[ON ADDED BY NOM ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.6 12.0 370. 455. 380. 360. 390. GR 480. O. 4?4. 60. 472. 105. 470. 140. 470. 3?0. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. 30DEC96 11:34:07 PAGE 8 ET 8.1 1122.5 1322.5 SECTION ADDED BY AE[ ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 4?8 1555 480 1580 482 1610 NH 5 .080 76 .045 146 .065 295 .035 295.1 .065 NH 445 QT 6 7500 10500 11800 15100 16000 11800 ET 8.1 32 212 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 1.0 19. 76. 146. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 283. 474.5 295. GR 479.75 295.1 479.75 385. 482. 400. 484. 445. QT 6 ~500 10500 11800 15100 16000 11800 NM 5 .08 1397 .045 1447 .065 1473 .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 PROFILE SECTION N - SURVEY SECTION 14 Xl 22600 17 1397 1447 370 350 380 GR 487.7 1000 485.2 110~ 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 NC .08 .065 .045 ET 8.1 66 246 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 2.0 19. 108. 173. 510. 540. 570. GR 487. O. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. GR 474. 188. 476. 225. 477.2 266. 490. 304.4 ET 8.1 1041 1391 30DEC96 11:34:07 PAGE 9 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 23900 12 1215 1385 ~0 590 ~0 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 NH 5 .08 146 .045 271 .065 337 .035 337.1 .065 NH 490. ET 8.1 79 299 SECTION ADDED BY NDM ENGINEERS FRON COPPELL TOPO 06/27/8? Xl 3.0 19.0 146. 271. 310. 450. 465. GR 489. O. 488. 4. 486. 14. 484. 42. 482. 62. GR 480. 120. 475. 146. 4?0. 172. 463.8 182. 463.8 194. GR 4?0. 215. 475. 271. 480. 326. 481. 337. 488.05 337.1 GR 488.05 391. 488.05 418. 490. 462. 492. 490. NH 4. .08 190. .05 315. .035 315.1 .065 665. ET 8.1 114 314 SECTION ADDED BY NON ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 4.0 19. 190. 315. 350. 540. 560. GR 491. O. 490. 32. 488. 48. 486. 75. 484. 125. GR 482. 168. 480. 190. 470. 218. 464.84 230. 464.84 238. GR 470. 255. 480. 315. 485.87 315.1 485.87 450. 485.87 525. GR 488. 550. 490. 586. 492. 635. 494. 665. OT 6 7500 10500 11800 15100 15500 11800 NC .08 .065 .05 ET 8.1 65 275 SECTION AODED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 5.0 18. 98. 208. 130. 160. 145. GR 491. O. 490. 25. 488. 40. 486. 52. 484. 78. GR 482. 82. 480. 98. 470. 113. 468. 133. 465.9 148. GR 465.9 158. 470. 172. 480. 208. 482. 300. 484. 355. GR 485.5 395. 489. 416. 490. 535. ET 8.1 1170 1400 X1 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 1312 470 1340 GR 466.4 1355 466.4 1365 4?0 1375 480 1390 484 1410 GR 485 1415 486 1425 489 1435 491 1454 492 1580 30DEC96 11:34:07 PAGE 10 ET 8.1 100 280 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/27/87 Xl 6.0 16. 184. 263. 50. 95. 90. GR 491. O. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 184. 4?0. 205. 466.8 215. 466.8 225. 470. 245. GR 4?6. 263. 483. 273, 485. 320. 490. 334. 492. 365. GR 493. 380. NC 0.080 0.060 0.045 ET 8.1 1537 1627 ********* END OF MOORE RD AS BUILT ADDED MODEL ********** xl 25085 19 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GR 480.? 1537 472 1560 467.3 1564 467.1 1572 467.2 1585 GR 478,4 1593 479.0 1607 480.6 1627 483 1658 488 1688 GR 490 1706 490 1706 490 1706 490 1708 ET 8.1 1534 1623 X1 25135 20 1534 1623 40 60 50 GR 492 1325 490 1417 488 1427 486 1437 484 1445 GR 481.8 1500 481.4 1534 473.5 1556 467.1 1559 467 1570 GE 467.1 1584 478.5 1593 479.0 1605 480.5 1623 484.0 1650 GR 488 1671 489 1678 489 1678 489 1678 490 1700 ET 8.1 1085. 1259. X1 25185 21 1120 1164.2 45 40 50 GR 494 910 492 1000 490 1010 488 1030 486 1038 GR 484 1050 482 1070 480 1080 478 1120 = 467.7 1135.8 GR 467.6 1140 467.7 1152.7 480.4 1164.2 480.4 1172 478.2 1190 GR 480 1230 486 1350 488 1390 490 1440 492 1520 GR 494 1580 ET 8.1 1079.3 1234.75 X1 25235 20 1079.3 1155 50 40 50 GR 494 920 492 1000 490 1010 488 1020 486 1030 GR 484 1040 482 1060 480.5 1079.3 4?7.9 1082.3 467.9 1094.4 GR 467.9 1106.3 468 1114.5 476.5 1134.8 478.9 1155 480 1195 GR 486 1345 488 1410 490 1455 492 1535 494 1595 ET 8.1 969.6 1169.6 Xl 25285 17 1046.3 1092.9 50 30 50 GR 494 920 492 1000 490 1010 488 1035 486 1040 GR 484 1043.3 482.2 1046.3 468.2 1061.7 467.4 1069.3 467.9 1080.7 GE 480.9 1092.9 480.9 1110 486 1330 488 1400 490 1450 GR 492 1530 494 1590 30DEC96 11:34:07 PAGE 11 ET 8.1 983.5 1183.5 Xl 25335 17 1017 1150 70 20 50 GE 494 910 491.8 1000 483.6 1017 482.1 1023.4 474.6 1035.5 GE 474.4 1046.3 467.8 1055.2 467.9 1070 467.3 1079.6 468.5 1086.8 GE 479.9 1094.7 482.1 1150 486 1330 488 1400 490 1450 GR 492 1530 494 1590 ET 8.1 983. 1204. xl 25385 17 1019.5 1168.3 55 45 50 GR 494 880 491.3 1000 479.9 1019.5 47?.2 1096.7 470.9 1115.1 GR 468.4 1118 467.9 1121.7 468.7 1129.3 468.7 1129.8 468.8 1133.5 GR 479.1 1138.5 482.3 1168,3 486 1373 488 1463 490 1510 GR 492 1590 494 1650 NC .3 .5 ET 8.11 1317. 1549. PROFILE SECTION P - SURVEY SECTION 16 DENTON TAP ROAD X1 25470 35 1352 1472 100 50 85 X3 10 485 485 GR 494 910 492.6 1000 492.45 1007 491.8 1032 490 1060 GR 489.9 1092 489.1 1142 489 1145 487.57 1225 487.2 1242 GR 485.8 1293 482.6 1343 482.3 1352 475.5 1378 474.8 1383 GR 469 1391 469.7 1410 468 1416 468.8 1426 469.5 1430 GR 475.3 1437 476.1 1442 481.6 1472 484.6 1482 485.9 1544 GE 486.1 1553 486.6 1580 486.7 1593 486.8 1608 486.7 1628 GR 487.1 1644 488 1734 490 1774 492 1825 494 1955 E? 8.11 1317. ~ 1549. SB 1.05 2.206 2.5 57.5 6 1175.25 2.232 471.1 471 Xl 25500 24 1320 1440 30 30 30 X2 1 485 486.9 X3 10 485 485 BT -43 910 494 0 1000 492.56 0 1006 492.47 0 BT 1024 492.05 0 1032 491.86 0 1041 491.71 0 BT 1059 491.34 O 1091 490.64 0 1142 489.57 0 BT 1145 489.57 0 1181 488,77 0 1192 488.66 0 BT 1194 488.5 0 1205 488.39 0 1214 488.25 0 BT 1225 488.1 0 1242 487.92 0 1272 487.6 0 BT 1293 487,42 0 1320 487.09 485 1342 487,20 485 BT 1354 487.04 485 1364 487.01 485 1378 486.98 485 BT 1383 486.95 485 1391 486.94 485 1402 486.92 485 BT 1416 486.97 485 1428 486,87 485 1440 486.89 485 BT 1478 486.89 0 1482 486,88 0 1493 486.89 0 BT 1543 486.98 0 1553 487.01 0 1579 487.1 0 BT 1593 487.28 0 1608 487.48 0 1628 487.97 0 BT 1644 488.39 0 1700 490 0 1770 492 0 BT 1955 494 0 GR 494 910 492.4 1000 490.7 1042 489.5 1092 488.7 1142 GR 487.7 1190 487 1242 486.3 1292 482.44 1320 472.64 1355 GR 469.2 1363 468.7 1390 471.5 1402 469.64 1415 482.15 1440 GR 486.3 1478 485.6 1493 485.9 1543 486.8 1593 487.3 1644 30DEC96 11:34:07 PAGE 12 488 1725 490 1805 492 1825 494 1955 ET 8.1 1232.5 1462.5 X1 25585 20 1300 1395 20 100 85 GR 494 930 492 1000 490 1040 488 1140 486 1210 GR 484 1250 482 1290 480 1300 470 1340 468.9 1350 GR 469 1356 469 1363 475.6 1373 479.3 1395 484.4 1413 G~ 489.2 1438 489.9 1453 490 1623 492 1690 494 1715 NC .1 ET 8.1 1225.5 1445.5 Xl 25635 20 1301 1370 20 40 50 GR 494 930 492 1000 490 1150 488 1180 486 1240 GR 484 1270 482 1290 480.4 1301 468.8 1312 469.5 1325 GR 470 1331 474.3 1336 476.3 1345 479.8 1359 480.3 1370 GR 487 1395 488 1555 490 1605 492 1660 494 1695 ET 8.1 1195.5 1415.5 Xl 25685 22 1245 1366 55 40 50 GR 494 930 492 1000 490 1160 488 1180 486 1220 GR 484 1240 483.4 1245 482.8 1268 478.8 1288 474.4 1302 GR 469.1 1307 469.4 1315 469.1 1325 475.2 1334 477 1343 GR 484.1 1366 486.2 1375 487.4 1395 488 1545 490 1595 GR 492 1650 494 1685 30DEC96 11:34:07 PAGE 13 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR NTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR [TRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 CCHV= .100 CEHV= .300 *SECNO 15350.000 PROFILE SECT[ON G - SURVEY SECTION 7 15350.000 16.56 457.86 .00 457.86 458.56 .70 .00 .00 454.80 11000.0 386.0 6422.4 4191.? 165.1 760.2 1464.4 .0 .0 454.60 .00 2.34 8.45 2.86 .070 .050 .070 .000 441.30 1460.93 .003336 1200. 1180. 1300. 0 0 0 .00 619.07 2080.00 CCHV= .300 CEHV= .500 *SECNO 15440.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.50 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 458.90 ELREA= 459.00 PROFILE SECTION H - SURVEY SECTION 8 BELTLINE ROAD ~ 15440.000 18.65 458.35 .00 .00 458.90 .55 .30 .04 460.50 11000.0 .0 11000.0 .0 .0 1845.6 .0 8.6 2.2 460.50 .01 .00 5.96 .00 .000 .050 .000 .000 439.70 1125.00 .001491 25. 90. 350. 2 0 0 .00 147.00 1272.00 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC B~P BAREA SS ELCHU ELCHD 1.05 2.41 2.50 .00 57.00 6.00 1846.80 2.37 440.04 440.04 *SECNO 15470.000 CLASS A LI:R~ FLO~d 3420 BRIDGE W.S.= 458.27 BRIDGE VELOCITY= 6.40 CALCULATED CHANNEL AREA= 1718. 30DEC96 11:34:07 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR [TRIAL IDC ICONT CORAR TOPWID ENDST EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 458.95 .05 O. 11000. 1847. 1820. 459.00 460.50 O. 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 458.90 ELREA= 459.00 15470.000 18.70 458.40 .00 .00 458.95 .55 .05 .00 460.50 11000.0 .0 11000.0 .0 .0 1853.3 .0 9.9 2.3 460.50 .01 .00 5.94 .00 .000 .050 .000 .000 439.?0 1125.00 .001472 30. 30. 30. 0 0 0 .00 147.00 1272.00 *SECNO 15520.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 15520.000 17.00 458.30 .00 .00 459.26 .96 .11 .21 453.60 11000.0 720.8 8736.1 1543.1 331.5 997.7 797.9 12.2 2.8 455.60 .01 2.17 8.76 1.93 .070 .050 .070 .000 441.30 127~.98 .003358 50. 50. 50. 2 0 0 .00 656.50 2042.43 *SECNO 15600.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 459.40 ELREA= 459.40 PROFILE SECTION I - SURVEY SECTION 9 ST. LOUIS SOUTHWESTERN R.R. 15600.000 17.18 458.78 .00 .00 459.54 .75 .21 .06 462.70 11000.0 .0 11000.0 .0 .0 1579.5 .0 15.7 3.5 461.70 .01 .00 6.96 .00 .000 .050 .000 .000 441.60 1321.00 .002178 50. 80. 100. 2 0 0 .00 129.00 1450.00 30DEC96 11:34:07 PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR [TRIAL ]DC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.47 2.50 .00 66.20 6.00 1589.35 1.85 442.40 442.40 *SEC#O 15610.000 PRESSURE FL0t~ EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 460.62 459.61 .09 O. 11000. 1589. 1558. 459.40 461.70 O. 15610.000 18.40 460.00 .OD .00 460.62 .62 1.09 .00 462.70 11000.0 .0 11000.0 .0 .0 1~6.7 .0 16.0 3.6 461.70 .01 .00 6.33 .00 .000 ,050 ,000 .000 441.60 1321.00 · 001624 10, 10, 10, 2 0 0 ,00 129,00 1450.00 CCHV= .100 CEHV= .300 *SECNO 15630.000 15630.000 18.37 460.07 .00 .00 460.66 .59 .03 .00 450.00 11000.0 806.2 9560.2 633.7 321.2 1463.3 232.6 16.9 3.7 450.00 .01 2,51 6.53 2.72 .070 .050 .070 .000 441.70 1051.77 .001308 30. 20. 10. 2 0 0 .00 198.60 1250.37 CCHV= .100 CEHV= .300 *SECNO 15640.000 15640.000 18.41 460.11 .00 .00 460.67 .56 .01 .00 450.00 11000.0 647.9 9583.6 768.5 257,7 1510.0 280.1 17.4 3.7 450.00 .01 2.51 6.35 2.74 .070 .050 .070 .000 441.70 1051.44 .001222 10. 10. 10. 2 0 0 .00 194.20 1245.64 *SECNO 15650.000 15650.000 18.43 460.13 .00 .00 460.68 .56 .01 .00 450.00 11000.0 649.1 9581.3 769.6 258.3 1511.3 280.7 17.8 3.7 450.00 .02 2.51 6.34 2.74 .070 .050 .070 .000 441.70 1051.37 .001219 10, 10. 10. 0 0 0 .00 194.34 1245.71 300EC96 11:34:07 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 15660.000 15660.000 18.30 460.00 .00 .00 460.76 .76 .01 .06 450.00 11000.0 553.9 9381.9 1064.2 191.1 1261.2 330.1 18.3 3.8 450.00 .02 2.90 7.44 3.22 .070 .050 .070 ,000 441.70 1049.99 .001686 10. 10. 10. 2 0 0 .00 175.03 1225.01 CCHV= .100 CEHV= .300 *SECNO 15680.000 15680.000 18.56 460.29 .00 .00 460.82 .52 .03 .02 460.00 11000.0 .0 10999.9 .1 .2 1899.7 .2 19.1 3.9 460.00 .02 .25 5.79 .25 .070 .050 .070 .000 441.73 1050.97 ,001809 20. 20. 15. 2 0 0 .00 190.71 1241.68 *SECNO 15730.000 15730.000 18.69 460.44 .00 .00 460.91 .46 .09 .01 460.00 11000.0 .2 10999.6 .2 .5 2012.1 .6 21.4 4.1 460.00 .02 .32 5.47 .32 .070 .050 .070 ,000 441.75 1096.55 .001712 50. 50. 30. 2 0 0 .00 212.97 1309.53 CCHV= .100 CEHV= .300 *SECNO 16480.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.59 ****** MOORE RD ADDITIONAL MOOEL ************************ PROFILE SECTION J - SURVEY SECT]ON 10 START LAND DEVELOPEMENT FILL ON LEFT OVERBANK 16480.000 18.84 461.54 .00 .00 461.69 .15 .75 .03 457,10 11000.0 1989.2 5040.6 3970.2 1211.5 1197.7 2283.8 7-/.6 12.1 457.20 .09 1.64 4.21 1.74 .070 .050 .070 .000 442.70 1390.00 .000676 830. 750. 650. 2 0 0 .00 744.54 2134.54 *SECNO 17600.000 3302 WARNING: CONVEYANCE CHANGE OUTS]DE OF ACCEPTABLE RANGE, KRATIO = .56 17600.000 17.53 462.53 .00 .00 463.15 .63 1.32 .14 457.50 11800.0 3023.7 7550.0 1226.3 1289.8 973.5 625.2 172.2 30.4 459.50 .14 2.34 7.76 1.96 .070 .050 .070 .000 445.00 1140.00 .002501 1160. 1120. 1000. 2 0 0 .00 733.12 1873.12 30DEC96 11:34:07 PAGE 17 SECNO DEPTH CNSEL 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[N SSTA SLOPE XLOBL XLCH XLOBR [TRIAL iDC [CONT CORAR TOPW[D ENDST *SECNO 17980.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRAT[O = 1.56 17980.000 17.54 463.64 .00 .00 463.84 .20 .64 .04 458.00 11800.0 2822.8 7697.4 1279.8 1380.7 1814.6 692.9 206.7 37.6 458.00 .18 2.04 4.24 1.85 .070 .050 .070 .000 446.10 1106.94 .001026 600. 380. 260. 2 0 0 .00 643.51 1750.45 *SECNO 18150.000 18150.000 17.15 463.75 .00 .00 464.11 .36 .22 .05 458.00 11800.0 5361.8 5519.8 918.4 1951.2 862.1 430.8 220.3 40.0 460.00 .19 2.75 6.40 2.13 .070 .050 .070 .000 446.60 1084.97 .001790 160. 170. 180. 2 0 0 .00 584.70 1669.67 *SECNO 18210.000 18210.000 17.06 463.86 .00 .00 464.23 .37 .12 .00 458.00 11800.0 6150.2 4621.5 1028.2 1998.5 672.3 428.0 224.8 40.8 460.00 .19 3.08 6.87 2.40 .070 .050 .070 .000 446.80 1088.15 .002206 60. 60. 65. 2 0 0 .00 573.61 1661.76 *SECNO 18240.000 ~ 18240.000 16.75 463.65 .00 .00 464.45 .80 .09 .13 460.00 11800.0 4132.6 6869.9 797.6 1261.6 762.7 255.5 226.6 41.2 460.00 .19 3.28 9.01 3.12 .070 .050 .070 .000 446.90 1098.65 .004434 30. 30. 30. 2 0 0 .00 537.19 1635.84 *SECNO 18320.000 18320.000 17.10 464.20 .00 .00 464.76 .56 .28 .02 460.00 11800.0 4372.0 6270.4 1157.6 1523.3 805.6 396.1 231.2 42.2 460.00 .20 2.87 7.78 2.92 .070 .050 .070 .000 447.10 1100.60 .002899 80. 80. 80. 2 0 0 .00 577.81 1678.41 *SEC#O 18450.000 18450.000 17.04 464.54 .00 .00 465.15 .60 .37 .01 460.00 11800.0 3913.7 6478.7 1407.5 1334.4 807.6 553.9 239.3 43.9 460.00 .20 2.93 8.02 2.54 .070 .050 .070 .000 447.50 1116.51 .002840 120. 130. 160. 2 0 0 .00 591.58 1708.09 30DEC96 11:34:07 PAGE 18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-SANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCfl VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 18500.000 3301HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 PROFILE SECTION K - SURVEY SECTION 11 END LAND DEVELOPEMENT FILL ON LEFT OVERBANK 18500.000 16.59 464.19 .00 .00 465.58 1.38 .20 .23 462.00 11800.0 1250.7 9710.7 838.6 500.6 939.1 303.9 241.8 44.6 461.00 · 21 2.50 10.34 2.76 .070 .050 .070 .000 447.60 4608.67 · 006058 50. 50. 50. 3 0 0 .00 568.42 5177.09 CCHV= .300 CEHV= .500 *SECNO 18514.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.67 18514.000 15.50 464.18 .00 .00 465.68 1.50 .05 .06 472.34 11800.0 1.8 11798.2 .0 2.7 1200.0 .0 242.3 44.7 473.65 .21 .67 9.83 .00 .070 .028 .000 .000 448.68 1255.00 .002168 14. 14. 14. 2 0 0 .00 148.64 1~8.48 *SECNO 18515.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE~ NRD= 21MIN ELTRD= 470.50 MAX ELLC= 469.76 PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT BRIDGE -- DATA UPDATE ON OCT. 1987 MOORE ROAD - DOWNSTREAM SIDE 30DEC96 11:34:07 PAGE 19 SECNO DEPTH CWSEL CRINS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH GROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR ~TN ELMIN SSTA SLOPE XLOBL XLCN XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 18515.000 15.44 464.12 .00 .00 465.75 1.63 .00 .07 472.34 11800.0 1.9 11798.1 .0 2.5 1149.8 .0 242.3 44.7 47'3.65 .21 .78 10.26 .00 .070 .028 .000 .000 448.68 1255.00 .003108 1. 1. 1. 2 0 0 .00 143.23 1668.29 *SECNO 18565.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 21MIN ELTRD= 470.50 MAX ELLC= 469.84 MOORE ROAD - UPSTREAM SIDE 18565.000 15.98 464.47 .00 .00 465.95 1.48 .14 .05 472.66 11800.0 2.9 11797.1 .0 3.5 1210.1 .0 243.7 44.9 473.32 .21 .83 9.75 .00 .070 .028 .000 .000 448.49 1255.00 .002693 50. 50. 50. 2 0 0 .00 144.63 1668.77 *SECNO 18566.000 3265 DIVIDED FLOW : 18566.000 15.93 464.42 .00 .00 466.00 1.58 .00 .05 458.73 11800.0 89.1 11622.9 88.0 54.1 1144.2 50.7 243.7 44.9 458.57 .21 1.65 10.16 1.74 .070 .028 .070 .000 448.49 1255.00 .001718 1. 1. 1. 2 0 0 .00 149.31 1668.62 *SECNO 18600.000 3301 HV CHANGED MORE THAN HVINS 18600.000 18.66 466.06 .00 .00 466.42 .36 .06 .36 459.70 11800.0 2747.8 8301.0 751.3 1122.9 1492.8 387.3 245.4 45.2 461.00 .21 2.45 5.56 1.94 .070 .050 .070 .000 447.40 1087.07 .001727 34. 34. 34. 3 0 0 .00 553.96 1641.03 30DEC96 11:34:07 PAGE 20 SECNO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCN VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCN XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST *SECNO 18615.000 18615.000 18.69 466.09 .00 .00 466.45 .36 .03 .00 459.70 11800.0 2760.1 8281.4 758.5 1132.1 1498.1 392.2 246.4 45.3 461.00 .21 2.44 5.53 1.93 .070 .050 .070 .000 447.40 1086.78 .001699 15. 15. 15. 0 0 0 .00 554.95 1641.73 *SECNO 18650.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 18650.000 18.32 465.82 .00 .00 466.91 1.09 .09 .37 463.10 11800.0 2712.4 8118.9 968.7 984.8 815.2 386.0 248.5 45.8 462.70 .21 2.75 9.96 2.51 .070 .050 .070 .000 447.50 1372.16 .004470 35. 35. 35. 2 0 0 .00 631.63 2048.15 CCHV= .100 CEHV= .300 *SECNO .100 = 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 .100 18.70 467.70 .00 .00 468.29 .59 1.33 .05 464.00 11800.0 2395.3 8629.5 775.1 1348.8 1212.5 402.1 271.7 50.6 462.00 .23 1.78 7.12 1.93 .090 .050 .090 .000 449.00 82.90 .002074 330. 510. 275. 2 0 0 .00 589.20 672.10 *SECNO .200 300EC96 11:34:07 PAGE 21 SECNO DEPTH CNSEL CRINS NSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TNA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR NTH ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITR[AL lOC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 SECTION ADDED BY NDM ENGINEERS FRON COPPELL TOPO 06/27/87 · 200 18.37 468.57 .00 .00 469.50 .92 1.10 .10 464.00 11800.0 943.0 7370.6 3486.5 403.3 773.7 1272.5 291.5 54.7 464.00 · 25 2.34 9.53 2.74 .090 .050 .090 .000 450.20 133.49 .005236 290. 390. 265. 2 0 0 .00 632.27 765.76 *SECNO .300 SECTION ADDED BY NDM ENGINEERS FROH COPPELL TOPO 10/23/87 .300 19.47 470.47 .00 .00 470.99 .52 1.45 .04 464.00 11800.0 2575.7 5788.2 3436.1 1080.5 735.8 1288.1 314.5 59.5 464.00 .27 2.38 7.87 2.67 .090 .050 .090 .000 451.00 46.47 .002741 410. 450. 280. 2 0 0 .00 577.33 623.80 *SECNO 20540.000 PROFILE SECTION M - SURVEY SECTION 13 ~ SECTION MOO IFIED BY NDM ENGINEERS BASED ON COPPELL TOPO 06/27/87 20540.000 18.87 471.47 .00 .00 471.96 .49 .96 .00 466.00 11800.0 3403.3 8345.2 51.5 1723.3 1271.1 37.7 344.2 64.2 466.00 .29 1.97 6.57 1.37 .090 .050 .090 .000 452.60 1140.89 .001602 370. 540. 350. 2 0 0 .00 463.15 1604.04 *SECNO .500 SECTION ADDED BY NDM ENGINEERS FROH COPPELL TOPO 06/27/87 .500 18.21 472.21 .00 .00 472.49 .28 .51 .02 460.00 11800.0 3818.6 7968.2 13.2 1875.1 1588.3 21.9 371.8 67.8 470.00 .32 2.04 5.02 .60 .090 .050 .090 .000 454.00 144.14 .001055 315. 435. 415. 2 0 0 .00 457.93 602.07 30DEC96 11:34:07 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV O 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 /TRIAL [DC ICONT CORAR TOPWID ENDST *SECNO .600 3301 NV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRAT[O = .38 SECTION ADDED BY NDM ENGINEERS FROH COPPELL TOPO 10/23/87 · 600 16.87 471.87 469.42 .00 473.87 2.00 .86 .51 470.00 11800.0 971.9 10774.4 53.7 461.8 909.3 39.5 393.4 71.6 470.00 · 33 2.10 11.85 1.36 .090 .050 .090 .000 455.00 107.20 .007394 380. 390. 360. 6 14 0 ,00 389.96 497.17 *SECNO 21690.000 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 21690.000 18.23 474.13 473.10 .00 476.03 1.90 2.15 .01 470.00 11800.0 424.4 9981.9 1393.7 176.3 834.3 551.9 403.3 73.8 470.00 .34 2.41 11.96 2.53 .090 .050 .090 .000 455.90 1103.35 .006321 180. 325. 300. 4 5 0 .00 393.97 1497.31 1490 NH CARD USED *SECNO 1.000 3301 NV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.63 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/8? 1.000 19.72 477.02 .00 .00 478.03 1.01 1.91 .09 470.00 11800.0 620.3 9218.9 1960.8 260.0 1023.5 648.0 424.0 77.8 470.00 .36 2.39 9.01 3.03 .080 .045 .065 .000 457.30 10.47 .002371 510. 530. 500. 2 0 0 .00 284.58 295.05 30DEC96 11:34:07 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL lOC ICONT CORAR TOPWID ENDST 1490 NH CARD USED *SECNO 22600.000 3301HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 PROFILE SECTION N - SURVEY SECTION 14 22600.000 19.23 477.83 .00 .00 479.45 1.62 1.24 .18 473.00 11800.0 3061.0 8512.7 226.3 845.2 720.3 74.9 439.2 80.1 474.70 .37 3.62 11.82 3.02 .080 .045 .065 .000 458.60 1205.92 .004861 370. 380. 350. 3 0 0 .00 267.12 1473.04 *SECNO 2.000 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 2.000 20.59 480.19 .00 .00 481.51 1.32 2.03 .03 474.00 11800.0 329.0 9848.5 1622.5 136.1 985.3 460.3 459.4 83.0 472.00 .39 2.42 10.00 3.52 .080 .045 .065 .000 459.60 64.49 .002823 510. 570. 540. 2 0 0 .00 210.47 27a.97 *SECNO 23900.000 3301 HV CHANGED MORE THAN HVINS SECTION ADDED BY AEi ENGINEERS FROM COPPELL TOPO 03/03/87 23900.000 19.51 482.51 .00 .00 483.04 .53 1.45 .08 478.00 11800.0 890.4 10904.7 4.9 567.9 1804.6 5.3 492.0 87.7 480.00 .42 1.57 6.04 .93 .080 .045 .065 .000 463.00 1022.86 .001504 750. 730. 590. 2 0 0 .00 366.32 1389.19 1490 NH CARD USED *SECNO 3.000 30DEC96 11:34:07 PAGE 24 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 3.000 19.31 483.11 .00 .00 483.71 .60 .65 .02 475.00 11800.0 451.3 10491.2 857.5 274.6 1604.4 337.4 515.0 90.7 475.00 .44 1.64 6.54 2.54 .080 .045 .065 .000 463.80 50.88 · 001351 310. 465. 450. 2 0 0 .00 286.15 337.03 1490 NH CARD USED *SECNO 4.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 4.000 19.06 483.90 .00 .00 484.94 1.04 1.09 .13 480.00 11800.0 174.2 11625.8 .0 102.6 1413.6 .1 538.0 93.3 480.00 .46 1.70 8.22 .25 .080 .050 .035 .000 464.84 127.15 .003158 350. 560. 540. 2 0 0 .00 187.92 315.07 *SECNO 5.000 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 5.000 18.67 484.57 .00 .00 485.32 .76 .36 .03 480.00 11800.0 117.0 10782.3 900.8 65.5 1482.9 418.8 543.8 94.2 480.00 .47 1.79 7.27 2.15 .080 .050 .065 .000 465.90 70.62 .001984 130. 145. 160. 2 0 0 .00 299.53 370.14 *SECNO 24930.000 24930.000 18.75 485.15 .00 .00 485.72 .57 .37 .02 472.00 11800.0 3563.8 8110.9 125.2 1153.8 1159.6 66.3 553.7 95.3 480.00 .48 3.09 6.99 1.89 .080 .050 .065 .000 466.40 1154.26 .001624 170. 220. 150. 2 0 0 .00 262.22 1416.48 *SECNO 6.000 3301 HV CHANGED MORE THAN HVINS SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/27/87 6.000 18.12 48~.92 .00 .00 486.06 1.13 .17 .17 476.00 11800.0 1170.6 10361.8 267.6 461.0 1141.9 106.7 557.2 95.7 476.00 .48 2.54 9.07 2.51 .080 .050 .065 .000 466.80 60.38 .002762 50. 90. 95. 2 0 0 .00 257.89 318.28 30DEC96 11:34:07 PAGE 25 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL lOC [CONT CORAR TOPW[D ENDST *SECNO 25085.000 3301 HV CHANGED MORE THAN HV[NS 3302 WARNING: CONVEYANCE CHANGE OUTS[DE OF ACCEPTABLE RANGE~ KRAT[O = .58 ********* END OF MOORE RD AS BUILT ADDED MOOEL ********** 25085.000 17.31 484.41 483.40 .00 486.77 2.36 .34 .37 480.70 11800.0 376.8 11069.4 353.7 145.0 871.4 86.8 559.6 96.1 480.60 .48 2.60 12.70 4.07 .080 .045 .060 .000 467.10 1443.36 .008208 45. 80. 85. 6 11 0 .00 223.09 1666.45 *SECNO 25135.000 3301HV CHANGED MORE THAN HV[NS 25135.000 18.49 485.49 .00 .O0 487.16 1.67 .32 .07 481.40 11800.0 794.3 10660.7 345.0 277.9 980.7 92.8 561.0 96.3 480.50 .48 2.86 10.87 3.72 .080 .045 .060 .000 467.00 1439.09 .005165 40. 50. 60. 3 0 0 .00 218.66 1657.75 *SECNO 25185.000 ~ 3301 HV CHANGED MORE THAN HVINS 25185.000 18.86 486.46 .00 .00 487.41 .95 .18 .07 478.00 11800.0 1505.6 6650.6 3643.8 440.2 675.7 888.1 562.7 96.6 480.40 .49 3.42 9.84 4.10 .080 .045 .060 .000 467.60 1036.16 .002975 45. 50. 40. 3 0 0 .00 323.06 1359.22 *SECNO 25235.000 25235.000 18.85 486.75 .00 .00 487.55 .80 .12 .02 480.50 11800.0 453.1 8575.4 2771.6 199.8 1045.6 862.8 564.9 96.9 478.90 .49 2.27 8.20 3.21 .080 .045 .060 .000 467.90 1026.27 .002074 50. 50. 40. 2 0 0 .00 342.98 1369.25 *SECNO 25285.000 30DEC96 11:34:07 PAGE 26 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ]TRIAL IDC ICONT CORAR TOPWID ENDST 3301HV CHANGED MORE THAN HVINS -- 7185 MINIMUM SPECIFIC ENERGY 3720 CRZTICAL DEPTH ASSUMED 25285.000 18.42 485.82 485.82 .00 488.35 2.52 .16 .52 482.20 11800.0 26.7 9220.5 2552.7 10.9 647.2 607.2 566.5 97.2 480.90 .49 2.45 14.25 4.20 .080 .045 .060 .ODD 467.40 1040.29 .007413 50. 50. 30. 4 5 0 .00 282.12 1322.41 *SECNO 25335.000 3301HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.29 25335.000 20.85 488.15 .00 .00 488.67 .52 .12 .20 483.60 11800.0 24.2 9931.0 1844.8 21.5 1600.7 818.7 568.1 97.4 482.10 .49 1.13 6.20 2.25 .080 .045 .060 .000 467.30 1007.57 .001418 70. 50. 20. 3 0 0 .00 396.18 1403.74 *SECNO 25385.000 ~ 25385.000 20.42 488.32 .00 .00 488.74 .43 .07 .01 479.90 11800.0 95.3 9618.4 2086.3 ' 60.6 1678.3 972.4 571.0 97.9 482.30 .49 1.57 5.73 2.15 .080 .045 .060 .000 467.90 1005.10 .001285 55. 50. 45. 2 0 0 .00 465.32 1470.43 CCHV= .300 CEHV= .500 *SECNO 25470.000 PROFILE SECTION P - SURVEY SECTION 16 DENTON TAP ROAD 25470.000 20.35 488.35 .00 .00 488.91 .56 .10 .06 482.30 11800.0 559.1 10486.3 754.6 388.8 1657.8 495.0 575.6 98.7 481.60 .50 1.44 6.33 1.52 .080 .045 .060 .000 468.00 1181.24 .001179 100. 85. 50. 2 0 0 .00 559.81 1741.04 30DEC96 11:34:07 PAGE 27 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-SANK 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 IOC ICONT CORAR TOPWID ENDST SPEC[AL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.21 2.50 .00 57.50 6.00 1175.25 2.23 471.10 471.00 *SECNO 25500.000 PRESSURE AND WEIR FLOW, Weir Submergence Based on TRAPEZOIDAL Shape EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 491.81 488.96 .06 4447. 7430. 1175. 1147. 485.00 486.90 556. 25500.000 20.64 489.34 .00 .00 489.72 .38 .81 .00 482.44 11800.0 431.7 10178.3 1190.0 445.4 1922.3 865.0 577.6 99.1 482.15 .50 ,97 5.29 1.38 .080 .045 .060 .000 468.70 1101.78 .000675 30. 30. 30. 2 0 2 .00 676.96 1778.74 *SECHO 25585.000 25585.000 20.39 489.29 .00 .00 489.92 .63 .07 .13 480.00 11800.0 1245.7 10035.4 518.9 707.6 1464.3 196.2 582.4 99.9 479.30 .50 1.76 6.85 2.65 .080 .045 .060 .000 468.90 1075.59 .001180 20. 85. 100. 2 0 0 .00 364.30 1439.89 CCHV= .100 CEHV= .300 *SECNO 25635.000 3301HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .64 25635.000 20.14 488.94 .00 .00 490.18 1.24 .08 .18 480.40 11800.0 1200.8 9671.9 927.3 446.1 987.6 375.1 584.3 100.2 480.30 .50 2.69 9.79 2.47 .080 .045 .060 .000 468.80 1165.80 .002893 20. 50. 40. 2 0 0 .00 412.87 1578.67 *SECNO 25685.000 25685.000 20.50 489.60 .00 .00 490.35 .75 .12 .05 483.40 11800.0 453.8 10603.9 742.3 238.7 1450.3 414.0 586.5 100.6 484.10 .51 1.90 7.31 1.79 .080 .045 .060 .000 469.10 1163.96 .001916 55. 50. 40. 2 0 0 .00 421.16 1585.11 30DEC96 11:34:07 PAGE 28 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 100 YEAR DISCHARGE T2 EXTENDED FLO00 INSURANCE STUDY (ET RUN) MAY 1987 T3 GRAPEVINE CREEK - CREEKVIEW AS BUILT J1 [CHECK ]NO NINV IDIR STRT METRIC NVINS Q WSEL FQ 7 458.44 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 30DEC96 11:34:07 PAGE 29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL T~A R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM[N SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPNID ENDST *PROF 2 CCHV= .100 CEHV= .300 *SECNO 15550.000 3470 ENCROACHMENT STATIONS= 1500.0 1850.0 TYPE= 1 TARGET= 350.000 PROFILE SECTION G - SURVEY SECTION 7 15350.000 17.14 458.44 .00 457.86 459.21 .77 .00 .00 454.80 11000.0 242.5 6830.0 3927.5 94.2 795.6 1192.9 .O .O 454.60 .00 2,57 8.58 3.29 .070 .050 .070 .000 441.30 1500.00 .003242 1200. 1180. 1300. 0 0 0 .00 350.00 1850.00 CCHV= .300 CEHV= .500 *SECNO 15440.000 3470 ENCROACHMENT STATIONS= 1158.5 1238.5 TYPE= 1 TARGET= 80.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 458.90 ELREA= 459.00 PROFILE SECTION H - SURVEY SECTION 8 BELTLINE ROAD 15440.000 19.02 458.72 .00 458.35 459.66 .93 .36 .08 100000.00 11000.0 .0 11000.0 .0 .0 1420.0 .0 7.1 1.2 100000.00 .00 .OO 7,75 .00 .000 .050 .000 .000 439.70 1158.50 .002247 25. 90. 350. 2 0 0 .00 80.00 1238.50 SPECIAL BRIDGE SB XK XKOR COFQ ROLEN BWC B~P BAREA SS ELCflU ELCHO 1.05 2.41 2.50 .00 57.00 6.00 1846.80 2.37 440.04 440.04 *SECNO 15470.000 BTCARD, BRIDGE STENCL= 1158.50 STENCR= 1238.50 PRESSURE FLOk/ 30DEC96 11:34:07 PAGE 30 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV q QLOB qcN QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 460.05 459.75 .11 O. 11000. 1847. 1820. 459.00 460.50 O. 3470 ENCROACHMENT STATIONS= 1158.5 1238.5 TYPE= 1 TARGET= 80.000 15470.000 19.47 459.17 .00 458.40 460.05 .89 .40 .00 100000.00 11000.0 .0 11000.0 .0 .0 1455.7 .0 8.1 1.3 100000.00 · 01 .00 7.56 .00 .000 .050 .000 .000 439.70 1158.50 .002091 30. 30. 30. 2 0 0 .00 80.00 1238.50 *SECNO 15520.000 3470 ENCROACHMENT STATIONS= 1467.5 1667.5 TYPE= 1 TARGET= 200.000 15520.000 17.90 459.20 .00 458.30 460.28 1.08 .13 .10 453.60 11000.0 869.3 9521.5 609.3 273.9 1070.1 221.6 9.8 1.4 455.60 .01 3.17 8.90 2.75 .070 .050 .070 .000 441.30 1467.50 .003158 50. 50. 50. 2 0 0 .00 200.00 1667.50 *SECNO 15600.000 3470 ENCROACHMENT STATIONS= 1335.5 1435.5 TYPE= I TARGET= 100.000 PROFILE SECTION I - SURVEY SECTION 9 ST. LOUIS SOUTHWESTERN R.R. 15600.000 18.12 459.72 .00 458.78 460.56 .84 .21 .07 100000.00 11000.0 .0 11000.0 .0 .0 1494.2 .0 12.6 1.7 100000.00 .01 .00 7.36 .00 .000 .050 .000 .000 441.60 1335.50 .002178 50. 80. 100. 2 0 0 .00 100.00 1435.50 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.47 2.50 .00 66.20 6.00 1589.35 1.85 442.40 442.40 *SECNO 15610.000 BTCARD, BRIDGE STENCL= 1335.50 STENCR= 1435.50 30DEC96 11:34:07 PAGE 31 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 ]TRIAL IDC ]CONT CORAR TOPWID ENOST PRESSURE FLO~ EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WE]RLH AREA 461.56 460.65 .10 O. 11000. 1589. 1558. 459.40 461.70 O. 3470 ENCROACHMENT STATIONS= 1335.5 1435.5 TYPE= 1 TARGET= 100.000 15610.000 19.23 460.83 .00 460.00 461.56 .73 1.00 .00 100000.00 11000.0 .0 11000.0 .0 .0 1605.5 .0 13.0 1.7 100000.00 .01 .00 6.85 .00 .000 .050 .000 .000 441.60 1335.50 ,001756 10, 10, . 10, 2 0 0 ,00 100,00 1435.50 CCHV= .100 CEHV= .300 *SECNO 15630.000 3470 ENCROACHMENT STATIONS= 1112.5 1212.5 TYPE= 1 TARGET= 100.000 15630.000 19.12 460.82 .00 460.07 461.60 .78 .03 .02 450.00 11000.0 34.6 10930.8 34.6 26.4 1535.1 26.4 13.7 1.8 450.00 .01 1.31 7.12 1.31 .070 .050 .070 .000 441.70 1112.50 .001458 30. 20. 10. 2 0 0 .00 100.00 1212.50 CCHV= .100 CEHV= .300 *SECNO 15640.000 3470 ENCROACHMENT STATIONS= 1101.0 1201.0 TYPE= 1 TARGET= 100.000 15640,000 19,18 460,88 ,00 460.11 461,62 ,74 ,01 ,00 450,00 11000,0 8,0 10984,0 8,0 10,8 1585,0 10,8 14,1 1,8 450,00 .01 .74 6.93 .74 .070 .050 .070 .000 441.70 1101.00 .001366 10. 10. 10. 2 0 0 .00 100.00 1201.00 *SECNO 15650.000 3470 ENCROACHMENT STATIONS= 1101.0 1201.0 TYPE= I TARGET= 100.000 15650.000 19.19 460.89 .00 460.13 461.64 .74 .01 .00 450.00 11000.0 8.0 10984.0 8.0 10.8 1586.4 10.8 14.4 1.8 450.00 ,01 ,74 6,92 ,74 ,070 ,050 ,070 ,000 441,70 1101,00 .001362 10. 10. 10. 0 0 0 .00 100.00 1201.00 30DEC96 11:34:07 PAGE 3Z SECNO DEPTH CWSEL CRIWS ~SELK EG HV HL OLOSS L-BANK ELEV O QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCB VROB XNL XNCN XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR [TRIAL IDC ICONT CORAR TOPNID ENDST *SECNO 15660.000 3470 ENCROACHMENT STATZONS= 1072.0 1187.0 TYPE= 1 TARGET= 115.000 15660.000 19.16 460.86 .00 460.00 461.67 .82 .01 .02 450.00 11000.0 471.3 10024.7 504.0 143.7 1330.3 170.1 14.8 1.8 450.00 .01 3.28 7.54 2.96 .070 .050 .070 .000 441.70 1072.00 .001612 10. 10. 10. 2 0 0 .00 115.00 1187.00 CCNV= .I00 CEHV= .300 *SECNO 15680.000 3470 ENCROACHMENT STATIONS= 1052.0 1240.0 TYPE= 1 TARGET= 188.000 15680.000 19.58 461.31 .00 460.29 461.74 .43 .03 .04 460.00 11000.0 .0 11000.0 .0 .0 2090.8 .0 15.6 1.9 100000.00 .01 .00 5.26 .00 .000 .050 .000 .000 441.73 1052.00 .001338 20. 20. 15. 2 0 0 .00 188.00 1240.00 *SECNO 15730.000 3470 ENCROACHMENT STATIONS= 1099.0 1470.0 TYPE= 1 TARGET= 371.000 15730.000 19.68 461.43 .00 460.44 461.81 .38 .06 .00 460.00 11000.0 .0 10996.6 3.4 .0 2216.7 5.8 18.1 2.1 460.00 .02 .00 4.96 .59 .000 .050 .070 .000 441.75 109~.00 .001250 50. 50. 30. 2 0 0 .00 216.11 1315.11 CCHV= .100 CEHV= .300 *SECNO 16480.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 3470 ENCROACHMENT STATIONS= 1390.0 2028.0 TYPE= 1 TARGET= 638.000 ****** MC)ORE RD ADDITIONAL MOOEL ************************ PROFILE SECTION J - SURVEY SECTION 10 START LAND DEVELOPEMENT FILL ON LEFT OVERBANK 16480.000 19.61 462.31 .00 461.54 462.45 .15 .62 .02 457.10 11000.0 2352.8 5180.7 3466.5 1397.5 1264.8 1960.8 76.1 9.3 457.20 .09 1.68 4.10 1.77 .070 .050 .070 .000 442.70 1390.00 .000595 830. 750. 650. 2 0 0 .00 638.00 2028.00 30DEC96 11:34:07 PAGE 33 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV O QLOB QCH QROB ALO8 ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTH ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL ]DC ICONT CORAR TOPWID ENDST *SECNO 17600.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = .58 3470 ENCROACHMENT STATIONS= 1255.0 1870.0 TYPE= 1 TARGET= 615.000 17600.000 18.16 463.16 .00 462.53 463.70 .54 1.13 .12 457.50 11800.0 2816.5 7374.6 1609.0 1150.9 1020.8 787.6 170.9 24.9 459.50 .15 2.45 7.22 2,04 ,070 .050 .070 ,000 445.00 1255.00 .002037 1160. 1120. 1000. 2 0 0 .00 615.00 1870.00 *SECNO 17980.000 3470 ENCROACHMENT STATIONS= 1305.0 1672.0 TYPE= 1 TARGET= 367.000 17980.000 17.96 464.06 .00 463.64 464.38 .32 .66 .02 458.00 11800.0 1411.2 9358.0 1030.8 575.5 1895.0 448.7 199.2 29.7 458.00 .17 2.45 4.94 2.30 .070 .050 .070 .000 446.10 1305.00 .001312 600. 380. 260. 2 0 0 .00 367.00 1672.00 *SECNO 18150.000 3302 WARHING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATiO = .69 3470 ENCROACHMENT STATIONS= 1321.0 1649.0 TYPE= 1 TARGET= 328.000 18150.000 17.51 464.11 .00 463.75 464.80 .68 .31 .11 458.00 11800.0 3515.2 7155.6 1129.2 971.8 887.3 407.1 209.3 31.0 460.00 · 18 3.62 8.06 2.77 .070 .050 .070 .000 446.60 1321.00 .002732 160. 170. 180. 2 0 0 .00 328.00 1649.00 *SECNO 18210.000 3470 ENCROACHMENT STATIONS= 1340.0 1650.0 TYPE= 1 TARGET= 310.000 18210.000 17.41 464.21 .00 463.86 465.03 .82 .19 .04 458.00 11800.0 3996.0 6337.8 1466.3 931.6 691.6 442.1 212.3 31.5 460.00 .18 4.29 9.16 3.32 .070 .050 .070 .000 446.80 1340.00 .003775 60. 60. 65. 2 0 0 .00 310.00 1650.00 30DEC96 11:34:07 PAGE 34 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 *SECHO 18240.000 3470 ENCROACHMENT STATIONS= 1290.0 1625.0 TYPE= 1 TARGET= 335.000 18240.000 17.29 464.19 .00 463.65 465.22 1.03 .13 .06 460.00 11800.0 2995.2 7758.5 1046.3 796.1 801.9 285.8 213.7 31.7 460.00 .18 3.76 9.68 3.66 .070 .050 .070 .000 446.90 1290.00 .004787 30. 30. 30. 2 0 0 .00 335.00 1625.00 *SECNO 18320.000 3470 ENCROACHMENT STATIONS= 1340.0 1740.0 TYPE= 1 TARGET= 400.000 18320.000 17.63 464.7-5 .00 464.20 465.57 .83 .33 .02 460.00 11800.0 2803.9 7438.0 1558.0 805.0 842.7 448.6 217.3 32.3 460.00 .19 3.48 8.83 3.47 .070 .050 .070 .000 447.10 1340.00 .003510 80. 80. 80. 2 0 0 .00 339.47 1679.47 *SECNO 18450.000 3470 ENCROACHMENT STATIONS= 1245.0 1735.0 TYPE= 1 TARGET= 490.000 18450.000 17.95 465,45 .00 464.54 465.95 .51 .36 ,03 460.00 11800.0 3602.2 6355.4 1842.4 1198.3 866.5 721.6 224.8 33.6 460.00 .19 3,01 7.33 2.55 .070 .050 .070 .000 447.50 1245.00 .002161 120. 130. 160. 2 0 0 .00 476.70 1721.70 *SECNO 18500.000 3301HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 4800.0 5150.0 TYPE= 1 TARGET= 350.000 PROFILE SECTION K - SURVEY SECTION 11 ENO LAND OEVELOPEMENT FILL ON LEFT OVERBANK 18500.000 17.62 465.22 .00 464.19 466.26 1.04 .14 .16 462.00 11800.0 1205.3 9389.6 1205.2 414.5 1036.? 406.6 227.4 34.1 461.00 .19 2.91 9.06 2.96 .070 .050 .070 .000 447.60 4800.00 .004074 50. 50. 50. 2 0 0 .00 350.00 5150.00 30DEC96 11:34:07 PAGE 35 SECNO DEPTH C~SEL CRINS NSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .300 CEHV= .500 *SECNO 18514.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.62 3470 ENCROACHMENT STATIONS= 1390.0 1795.0 TYPE= 1 TARGET= 405.000 18514.000 16.50 465.18 .00 464.18 466.37 1.19 .03 .07 472.34 11800.0 .0 11800.0 .0 .0 1347.6 .0 228.0 34.1 47'5.65 .20 .00 8.76 .00 .000 .028 .000 .000 448.68 1519.48 .001558 14. 14. 14. 2 0 0 .00 151.82 1671.30 *SECNO 18515.000 BTCARD, BRIDGE STENCL= 1400.00 STENCR= 1790.00 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 21MIN ELTRD= 470.50 MAX ELLC= 469.76 3470 ENCROACHMENT STATIONS= 1400.0 1790.0 TYPE= 1 TARGET= 390.000 PROFILE SECTION L - SURVEY SECTION 12 : AS-BUILT BRIDGE -- DATA UPOATE ON OCT. 1987 MOORE ROAD - DOWNSTREAM SIDE 18515.000 16.45 465.13 .00 464.12 466.42 1.29 .00 .05 472.34 11800.0 .0 11800.0 .0 .0 1294.3 .0 228.0 34.1 47'5.65 .20 .00 9.12 .00 .000 .028 .000 ,000 448.68 1519.64 .002263 1. 1. 1. 8 0 0 .00 146.52 1671.16 *SECNO 18565.000 BTCARD, BRIDGE STENCL= 1410.00 STENCR= 1780.00 3265 DIVIOEO FLOW 3370 NORMAL BRIDGE, NRD= 21MIN ELTRD= 470.50 MAX ELLC= 469.84 30DEC96 11:34:07 PAGE 36 SECNO DEPTH CNSEL CRIWS ~SELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLO8 VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC [CONT CORAR TOPWIO ENDST 3470 ENCROACHMENT STATIONS= 1410.0 1780.0 TYPE= 1 TARGET= 370.000 MOORE ROAD - UPSTREAM SIDE 18565.000 16.85 465.34 .00 464.47 466.55 1.21 .11 .02 472.66 11800.0 .0 11800.0 .0 .0 1335.5 .0 229.5 34.3 473.32 .20 .00 8.84 .00 .000 .028 .000 .000 448.49 1519.42 .002070 50. 50. 50. 13 0 0 .00 146.92 1671.34 *SECNO 18566.000 3470 ENCROACHMENT STATIONS= 1470.0 1720.0 TYPE= 1 TARGET= 250.000 18566.000 16.79 465.28 .00 464.42 466.61 1.33 .00 .06 458.73 11800.0 110.2 11579.3 110.5 67.3 1239.8 66.6 229.5 34.3 458.57 .20 1.64 9.34 1.66 .070 .028 .070 .000 448.49 1519.61 .001305 1. 1. 1. 2 0 0 .00 151.55 1671.16 *SECNO 18600.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1290.0 1555.0 TYPE= 1 TARGET= 265.000 18600.000 18.92 466.32 .00 466.06 466.90 .58 .06 .23 459.70 11800.0 1202.2 9954.9 642.9 368.2 1532.9 241.2 230.9 34.5 461.00 .20 3.26 6.49 2.67 .070 .050 .070 .000 447.40 1290.00 .002274 34. 34. 34. 3 0 0 .00 265.00 1555.00 *SECNO 18615.000 3470 ENCROACHMENT STATIONS= 1275.0 1565.0 TYPE= 1 TARGET= 290.000 18615.000 19.03 466.43 .00 466.09 466.94 .52 .03 .02 459.70 11800.0 1429.0 9658.7 712.2 458.9 1549.1 281.8 231.7 34.6 461.00 .20 3.11 6.24 2.53 .070 .050 .070 .000 447.40 1275.00 .002067 15. 15. 15. 2 0 0 .00 290.00 1565.00 *SECNO 18650.000 30DEC96 11:34:07 PAGE 37 SECNO DEPTH C~SEL CRIgS ~SELK EG HV HL OLOSS L-BANK ELEV 0 OLOB QCN OROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL lOC ICONT CORAR TOPWID ENDST 3301 NV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .59 3470 ENCROACHMENT STATIONS= 1690.0 1980.0 TYPE= I TARGET= 290.000 18650.000 18.46 465.96 .00 465.82 467.64 1.69 .11 .58 463.10 11800.0 1336.9 9475.1 988.0 378.2 823.7 310.4 233.2 34.8 462.70 .20 3.53 11.50 3.18 .070 .050 .070 .000 447.50 1690.00 .005881 35. 35. 35. 3 0 0 .00 290.00 1980.00 CCHV= .100 CEHV= .300 *SECNO .100 3301HV CHANGED MORE THAN HVINS 3302 NARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.69 3470 ENCROACHMENT STATIONS= 335.0 650.0 TYPE= 1 TARGET= 315.000 SECTION ADDEO BY NOM ENGINEERS FROM COPPELL TOPO 10/23/87 .100 19.57 468.57 .00 467.70 469.27 .71 1.53 .10 464.00 11800.0 1198.0 9593.4 1008.7 593.7 1293.9 455.2 251.7 37.3 462.00 .22 2.02 7.41 2.22 .090 .050 .090 .000 449.00 335.00 .002064 330. 510. 275. 2 0 0 .00 315.00 650.00 *SECNO .200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 3470 ENCROACHMENT STATIONS= 172.5 530.0 TYPE= 1 TARGET= 357.500 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 .200 19.23 469.43 .00 468.57 470.46 1.03 1.09 .10 464.00 11800.0 1358.8 8061.4 2379.7 493.8 837.8 725.7 268.4 39.7 464.00 .23 2.75 9.62 3.28 .090 .050 .090 .000 450.20 172.50 .004803 290. 390. 265. 2 0 0 .00 357.50 530.00 30DEC96 11:34:07 PAGE 38 SECNO DEPTH CNSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV G GLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR [TRIAL [DC ICONT CORAR TOPWID ENOST *SECNO .300 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.41 3470 ENCROACHMENT STATIONS= 158.5 528.5 TYPE= 1 TARGET= 370.000 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 .300 20.31 471.31 .00 470.47 471.84 .53 1.33 .05 464.00 11800.0 2551.9 6028.0 3220.1 952.7 783.7 1101.6 289.5 42.7 464.00 .26 2.68 7.69 2.92 .090 .050 .090 .000 451.00 158.50 .002410 410. 450. 280. 2 0 0 .00 370.00 528.50 *SECNO 20540.000 3470 ENCROACHMENT STATIONS= 1225.0 1595.0 TYPE= 1 TARGET= 370.000 PROFILE SECTION M - SURVEY SECTION 13 SECTION MOOIFIED BY NDM ENGINEERS BASED ON COPPELL TOPO 06/27/87 20540.000 19.63 472.23 .00 471.47 472.67 .44 .83 .01 466.00 11800.0 3434.1 8335.2 30.7 1694.4 1342.0 26.2 318.4 46.1 466.00 .28 2.03 6.21 1.17 .090 .050 .090 .000 452.60 1225.00 .001334 370. 540. 350. 2 0 0 .00 370.00 1595.00 *SECNO .500 3470 ENCROACHMENT STATIONS= 225.0 575.0 TYPE= 1 TARGET= 350.000 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 .500 18.86 472.86 .00 472.21 473.12 .26 .43 .02 460.00 11800.0 3871.0 7929.0 .0 1~1.5 1650.0 .0 346.4 49.0 100000.00 .31 2.06 4.81 .00 .090 .050 .000 .000 454.00 225.00 .000892 315. 435. 415. 2 0 0 .00 350.00 575.00 *SECNO .600 30DEC96 11:34:07 PAGE 39 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q GLOB QCN QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITR[AL IDC ICONT CORAR TOPWID ENDST 3301HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .38 3470 ENCROACHMENT STATIONS= 205.0 455.0 TYPE= 1 TARGET= 250.000 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 · 600 17.52 472.52 .00 471.87 474.31 1.79 .73 .46 470.00 11800.0 1002.8 10797.2 .0 416.2 964.4 .0 368.2 51.6 100000.00 .32 2.41 11.20 .00 .090 .050 .000 .000 455.00 205.00 · 006329 380. 390. 360. 3 0 0 .00 250.00 455.00 *SECNO 21690.000 3470 ENCROACHMENT STATIONS= 1122.5 1322.5 TYPE= I TARGET= 200.000 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 21690.000 18.42 474.32 .00 474.13 476.45 2.13 2.04 .10 470.00 11800.0 486.1 10485.8 828.1 180.0 846.7 259.2 377.0 52.9 47g.00 .33 2.70 12.38 3.19 .090 .050 .090 .000 455.90 1122.50 .006641 180. 325. 300. 3 0 0 .00 200.00 1322.50 1490 NH CARD USED *SECNO 1.000 3301HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRAT[O = 1.63 3470 ENCROACHMENT STATIONS= 32.0 212.0 TYPE= 1 TARGET= 180.000 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 1.000 20.10 477.39 .00 477.02 478.57 1.18 2.02 .10 470.00 11800.0 588.3 9873.7 1338.1 223.1 1049.8 377.1 394.6 55.2 470.00 .35 2.64 9.41 3.55 .080 .045 .065 '.000 457.30 32.00 .002500 510. 530. 500. 2 0 0 .00 180.00 212.00 300EC96 11:34:07 PAGE 40 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV O 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 TOPWlD ENDST 1490 NH CARD USED *SECNO 22600.000 3470 ENCROACHMENT STATIONS= 1260.0 1460.0 TYPE= 1 TARGET= 200.000 PROFILE SECTION N - SURVEY SECTION 14 22600.000 19.72 478.32 .00 477.83 479.96 1.64 1.25 .14 473.00 11800.0 2926.9 8734.5 138.6 758.8 744.7 45.4 408.3 56.8 474.70 .36 3.86 11.73 3.05 .080 .045 .065 .000 458.60 1260.00 .004579 370. 380. 350. 3 0 0 .00 200.00 1460.00 *SECNO 2.000 3470 ENCROACHMENT STATIONS= 66.0 246.0 TYPE= 1 TARGET= 180.000 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 2.000 21.01 480.61 .00 480.19 481.89 1.27 1.89 .04 474.00 11800.0 377.1 9898.4 1524.5 153.7 1012.8 412.3 428.0 59.1 472.00 .37 2.45 9.77 3.70 .080 .045 .065 .000 459.60 66.00 .002601 510. 570. 540. 2 0 0 .00 180.00 246.00 *SECNO 23900.000 3301HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1041.0 1391.0 TYPE= 1 TARGET= 350.000 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 23900.000 19.80 482.80 .00 482.51 483.29 .49 1.32 .08 478.00 11800.0 964.1 10829.7 6.2 603.3 1852.8 6.5 461.3 63.5 480.00 .41 1.60 5.85 .95 .080 .045 .065 .000 463.00 1041.00 .001358 750. 730. 590. 2 0 0 .00 348.66 1389.66 1490 NH CARD USED *SECNO 3.000 30DEC96 11:34:07 PAGE 41 SECNO DEPTH CNSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TNA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 79.0 299.0 TYPE= 1 TARGET= 220.000 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 3.000 19.52 483.32 .00 483.11 483.95 .63 .62 .04 475.00 11800.0 465.3 10797.1 537.6 258.2 1630.0 197.2 484.0 66.1 475.00 .43 1.80 6.62 2.73 .080 .045 .065 .000 463.80 79.00 .001358 310. 465. 450. 2 0 0 .00 220.00 299.00 1490 NH CARD USED *SECNO 4.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 3470 ENCROACHMENT STATIONS= 114.0 314.0 TYPE= 1 TARGET= 200.000 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 4.000 19.31 484.15 .00 483.90 485.14 .99 1.08 .11 480.00 11800.0 207.6 11592.4 .0 118.8 1440.2 .0 506.5 68.4 100000.00 .45 1.75 8.05 .00 .080 .050 .000 .000 464.84 121.32 .003051 350. 560. 540. 2 0 0 .00 192.67 31~.00 *SECNO 5.000 3470 ENCROACHMENT STATIONS= 65.0 275.0 TYPE= 1 TARGET= 210.000 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 5.000 18.82 484.72 .00 484.57 485.51 .79 .35 .02 480.00 11800.0 127.1 11006.7 666.1 69.9 1500.2 267.8 512.2 69.0 480.00 .46 1.82 7.34 2.49 .080 .050 .065 .000 465.90 68.57 .001989 130. 145. 160. 2 0 0 .00 206.43 275.00 *SECNO 24930.000 3470 ENCROACHMENT STATIONS= 1170.0 1400.0 TYPE= 1 TARGET= 230.000 24930.000 18.95 485.35 .00 485.15 485.90 .56 .37 .02 472.00 11800.0 3601.3 8113.5 85.2 1162.1 1175.0 43.5 521.9 70.0 480.00 .47 3.10 6.91 1.96 .080 .050 .065 '.000 466.40 1170.00 .001555 170. 220. 150. 2 0 0 .00 230.00 1400.00 30DEC96 11:34:07 PAGE 42 SECNO DEPTH CWSEL CRIWS WSELK EG NV 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 6.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 100.0 280.0 TYPE= 1 TARGET= 180.000 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/27/87 6.000 18.30 485.10 .00 484.92 486.24 1.15 .17 .18 476.00 11800.0 1070.8 10485.2 244.0 394.9 1155.7 77.1 525.3 70.3 476.00 .47 2.71 9.07 3.17 .080 .050 .065 .000 466.80 100.00 · 002718 50. 90. 95. 2 0 0 .00 180.00 280.00 *SECNO 25085.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .50 3470 ENCROACHMENT STATIONS= 1537.0 1627.0 TYPE= 1 TARGET= 90.000 ********* END OF MOORE RD AS BUILT ADDED MOOEL ********** ~ 25085.000 17.10 484.20 .00 484.41 487.17 2.97 .38 .55 480.70 11800.0 .0 11800.0 .0 .0 852.7 .0 527.4 70.5 100000.00 .47 .00 13.84 .00 .000 .045 .000 .000 467.10 1537.00 .010991 45. 80. 85. 3 0 0 .00 90.00 1627.00 *SECNO 25135.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1534.0 1623.0 TYPE= 1 TARGET= 89.000 25135.000 18.40 485.40 .00 485.49 487.68 2.28 .44 .07 481.40 11800.0 .0 11800.0 .0 .0 974.0 .0 528.5 70.6 100000.00 · 47 .00 12.12 .00 .000 .045 .000 .000 467.00 1534.00 .007253 40. 50. 60. 3 0 0 .00 89.00 1623.00 30DEC96 11:34:07 PAGE 43 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 25185.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO : 1.47 3470 ENCROACHMENT STATIONS= 1085.0 1259.0 TYPE= I TARGET= 174.000 25185.000 19.20 486.80 .00 486.46 488.02 1.22 .23 .11 478.00 11800.0 1046.1 7305.1 3448.8 277.4 690.7 669.2 529.9 70.8 480.40 .47 3.77 10.58 5.15 .080 .045 .060 .000 467.60 1085.00 .003335 45. 50. 40. 3 0 0 .00 174.00 1259.00 *SECNO 25235.000 3470 ENCROACHMENT STATIONS= 1079.3 1234.8 TYPE= 1 TARGET= 155.450 25235.000 19.30 487.20 .00 486.75 488.18 .98 .13 .02 480.50 11800.0 .0 9328.4 2471.6 .0 1079.9 564.6 531.6 70.9 478.90 .47 .00 8.64 4.38 .000 .045 .060 .000 467.90 1079.30 .002447 50. 50. 40. 2 0 0 .00 155.45 1234.75 *SECNO 25285.000 = 3301HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .57 3470 ENCROACHMENT STATIONS= 969.6 1169.6 TYPE= 1 TARGET= 200.000 25285.000 18.69 486.09 .00 485.82 488.92 2.83 .18 .56 482.20 11800.0 33.0 9669.6 2097.5 12.6 659.7 357.2 533.0 71.1 480.90 .48 2.62 14.66 5.87 .080 .045 .060 .000 467.40 1039.76 .007646 50. 50. 30. 3 0 0 .00 129.83 1169.60 *SECNO 25335.000 3301HV CHANGED MORE THAN HVINS 30DEC96 11:34:07 PAGE 44 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.20 3470 ENCROACHMENT STATIONS= 983.5 1183.5 TYPE= 1 TARGET= 200.000 25335.000 21.30 488.60 .00 488.15 489.27 .67 .14 .22 483.60 11800.0 32.9 11156.4 610.7 25.9 1660.7 205.6 534.4 71.2 482.10 .48 1.27 6.72 2.97 .080 .045 .060 .000 467.30 1006.63 .001583 70. 50. 20. 3 0 0 ,00 176.87 1183.50 *SECNO 25385.000 3470 ENCROACHMENT STATIONS= 983.0 1204.0 TYPE= 1 TARGET= 221.000 25385.000 20.87 488.77 .00 488.32 489.36 .59 .08 .01 479.90 11800.0 117.8 11046.8 635.4 67.2 1745.3 219.3 536.7 71.4 482.30 .48 1.75 6.33 2.90 .080 .045 .060 .000 467.90 1004.33 .001487 55. 50. 45. 2 0 0 .00 199.67 1204.00 CCHV= .300 CEHV= .500 *SECNO 25470.000 3470 ENCROACHMENT STATIONS= 1317.0 1549.0 TYPE= 1 TARGET= 232.000 PROFILE SECTION P - SURVEY SECTION 16 DENTON TAP ROAD 25470.000 20.90 488.90 .00 488.35 489.47 .57 .11 .01 482.30 11800.0 367.5 10824.3 608.2 200.0 1722.8 298.6 540.7 71.8 481.60 .48 1.84 6.28 2.04 .080 .045 .060 .000 468.00 1317.00 .001105 100. 85. 50. 1 0 0 .00 232.00 1549.00 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.21 2.50 .00 57.50 6.00 1175.25 2.23 471.10 471.00 *SECNO 25500.000 BTCARD~ BRIDGE STENCL= 1317.00 STENCR= 1549.00 PRESSURE AND WEIR FLC~d, Weir Submergence Based on TRAPEZOIDAL Shape 30DEC96 11:34:07 PAGE 45 SECNO DEPTH CWSEL CRlW$ 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 EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 492.36 489.47 .06 3813. 7955. 1175. 1147. 485.00 486.90 232. 3470 ENCROACHMENT STATIONS= 1317.0 1549.0 TYPE= 1 TARGET= 232.000 25500.000 21.35 490.05 .00 489.34 490.47 .42 1.00 .00 482.44 11800.0 17.8 10835.0 947.2 22.2 2007.5 522.7 542.3 72.0 482.15 .49 .80 5.40 1.81 .080 .045 .060 .000 468.70 1317.00 .000663 30. 30. 30, 2 0 2 .00 232.00 1549.00 *SECNO 25585.000 3470 ENCROACHMENT STATIONS= 1232.5 1462.5 TYPE= 1 TARGET= 230.000 25585.000 21.13 490.03 .00 489.29 490.63 .60 .07 .09 480.00 11800.0 1004.2 10187.8 608.0 469.3 1534.7 236.3 546.7 72.4 479.30 .49 2.14 6.64 2.57 .080 .045 .060 .000 468.90 1232.50 .001040 20. 85. 100. 2 0 0 .00 230.00 1462.50 CCHV= .100 CEHV= .300 *SECNO 25635.000 ~ 3301HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTS]DE OF ACCEPTABLE RANGE, KRATIO = .66 3470 ENCROACHMENT STATIONS= 1225.5 1445.5 TYPE= 1 TARGET= 220.000 25635.000 20.94 489.74 .00 488.94 490.86 1.12 .07 .15 480.40 11800.0 1251.0 9656.4 892.5 421.7 1042.4 282.7 548.7 72.6 480.30 .49 2.97 9.26 3.16 .080 .045 .060 .000 468.80 1225.50 .002409 20. 50. 40. 2 0 0 .00 220.00 1445.50 *SECNO 25685.000 3470 ENCROACHMENT STATIONS= 1195.5 1415.5 TYPE= 1 TARGET= 220.000 25685.000 21.16 490.26 .00 489.60 490.99 .74 .10 .04 483.40 11800.0 480.3 10913.2 406.5 227.4 1529.6 173.0 550.8 72.8 484.10 · 49 2.11 ' 7.13 2.35 .080 ,045 .060 .000 469.10 1195.50 .001699 55. 50. 40. 2 0 0 .00 220.00 1415.50 30DEC96 11:34:07 PAGE 46 THIS RUN EXECUTED 30DEC96 11:35:07 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS'SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK ' CREEKV SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 15350.000 .00 .00 .00 441.30 11000.00 457.86 .00 458.56 33.36 8.45 2389.70 1904.55 15350.000 .00 .00 .00 441.30 11000.00 458.44 .00 459.21 32.42 8.58 2082.6? 1931.95 15440.000 90.00 .00 .00 439.70 11000.00 458.35 .00 458.90 14.91 5.96 1845.63 2848.79 15440.000 90.00 .00 .00 439.70 11000.00 458.72 .00 459.66 22.47 7.75 1420.01 2320.76 15470.000 30.00 460.50 459.00 439.70 11000.00 458.40 .00 458.95 14.72 5.94 1853.29 2867.26 15470.000 30.00 460.50 459.00 439.70 11000.00 459.17 .00 460.05 20.91 7.56 1455.66 2405.71 15520.000 50.00 .00 .00 441.30 11000.00 458.30 .00 459.26 33.58 8.76 2127.15 1898.17 15520.000 50.00 .00 .00 441.30 11000.00 459.20 .00 460.28 =31.58 8.90 1565.66 1957.35 15600.000 80,00 .00 .00 441.60 11000.00 458.78 .00 459.54 21.78 6.96 1579.50 2357.11 15600.000 80.00 .00 .00 441.60 11000.00 459.72 .00 460.56 21.78 7.36 1494.21 2356.90 15610.000 10.00 461.70 459.40 441.60 11000.00 460.00 .OD 460.62 16.24 6.33 1736.75 2729.57 15610.000 10.00 461.70 459.40 441.60 11000.00 460.83 .00 461.56 17.56 6.85 1605.55 2625.03 15630.000 20.00 .00 .00 441.70 11000.00 460.07 .00 460.66 13.08 6.53 2017.07 3041.22 15630.000 20.00 .00 .00 441.70 11000.00 460.82 .00 461.60 14.58 7.12 1587.92 2880.99 15640.000 10.00 .00 .00 441.70 11000.00 460.11 .00 460.67 12.22 6.35 2047.80 3146.17 15640.000 10.00 .00 .00 441.70 11000.00 460.88 ,00 461.62 13.66 6.93 1606.60 2975.98 15650.000 10.00 .00 .00 441.70 11000.00 460.13 .00 460.68 12.19 6.34 2050.2? 3151.23 15650.000 10.00 .00 .00 441.70 11000.00 460.89 .00 461.64 13.62 6.92 1608.01 2980.29 15660.000 10.00 .00 .00 441.70 11000.00 460.00 .00 460.76 16.86 7.44 1782.42 2678.63 15660.000 10.00 .00 .00 441.70 11000.00 460.86 .00 461.67 16.12 7.54 1644.08 2740.12 15680.000 20.00 .00 .00 441.73 11000.00 460.29 .00 460.82 18.09 5.79 1900.08 2586.55 15680.000 20.00 .00 .00 441.73 11000.00 461.31 .00 461.74 13.38 5.26 2090.85 3007.65 30DEC96 11:34:07 PAGE 47 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .O1K 15730.000 50.00 .00 .00 441.75 11000.00 460.44 .00 460.91 17.12 5.47 2013,25 2658,82 15730.000 50.00 .00 .00 441.75 11000.00 461.43 .00 461.81 12.50 4.96 2222.47 3111.45 * 16480.000 750.00 .00 .00 442.70 11000.00 461.54 .00 461.69 6.76 4.21 4692.97 4231.32 * 16480.000 750.00 .00 .00 442.70 11000.00 462o31 .00 462.45 5.95 4.10 4623.09 4508.35 * 17600.000 1120.00 .00 .00 445.00 11800.00 462.53 .00 463.15 25.01 7.76 2888.60 2359.41 * 17600.000 1120.00 .00 .00 445.00 11800.00 463.16 .00 463.70 20.37 7.22 2959.33 2614.32 * 17980.000 380.00 .00 .00 446.10 11800.00 463.64 .00 463.84 10.26 4.24 3888.20 3684.74 17980.000 380.00 .00 .00 446.10 11800.00 464.06 .00 464.38 13.12 4.94 2919.30 3258.08 18150.000 170.00 .00 .00 446.60 11800.00 463.75 .00 464.11 17.90 6.40 3244.05 2789.24 * 18150.000 170.00 .00 .00 446.60 11800.00 464.11 .00 464.80 27.32 8.06 2266.21 2257.61 18210.000 60.00 .00 .00 446.80 11800.00 463.86 .00 464.23 22.06 6.87 3098.78 2512.51 18210.000 60.00 .00 .00 446.80 11800.00 464.21 .00 465.03 37.75 9.16 2065.21 1920.50 18240.000 30.00 .00 .00 446.90 11800.00 463.65 .00 464.45 44.34 9.01 2279.78 17~2.02 18240.000 30.00 .00 .00 446.90 11800.00 464.19 .00 465.22 47.87 9.68 1883.74 1705.50 18320.000 80.00 .00 .00 447.10 11800.00 464.20 .00 464.76 28.99 7.78 2724.99 2191.64 18320.000 80.00 .00 .00 447.10 11800.00 464.73 .00 465.57 35.10 8.83 2096.36 1991.80 18450.000 130.00 .00 .00 447.50 11800.00 464.54 .00 465.15 28.40 8.02 2695.90 2214.18 18450.000 130.00 .00 .00 447.50 11800.00 465.45 .00 465.95 21.61 7.33 2786.47 2538.47 * 18500.000 50.00 .00 .00 447.60 11800.00 464.19 .00 465.58 60.58 10.34 1743.65 1516.02 18500.000 50.00 .00 .00 447.60 11800.00 465.22 .00 466.26 ~40.74 9.06 1857.82 1848.67 * 18514.000 14.00 .00 .00 448.68 11800.00 464.18 .00 465.68 21.68 9.83 1202.61 2534.03 * 18514.000 14.00 .00 .00 448.68 11800.00 465.18 .00 466.37 15.58 8.76 1347.59 2989.17 18515.000 1.00 470.50 469.76 448.68 11800.00 464.12 .00 465.75 31.08 10.26 1152.23 2116.59 18515.000 1.00 470.50 469.76 448.68 11800.00 465.13 .00 466.42 22.63 9.12 1294.35 2480.28 18565.000 50.00 470.50 469.8/+ 448.49 11800.00 464.47 .00 465.95 26.93 9.75 1213.66 2273.72 18565.000 50.00 470.50 469.84 448.49 11800.00 465.34 .00 466.55 20.70 8.84 1335.46 2593.56 18566.000 1.00 .00 .00 448.49 11800.00 464.42 .00 466.00 17.18 10.16 1249.06 2846.79 18566.000 1.00 .00 .00 448.49 11800.00 465.28 .00 466.61 13.05 9.34 1373.68 3266.04 18600.000 34.00 .00 .00 447.40 11800.00 466.06 .00 466.42 17.27 5.56 3003.02 2839.38 18600.000 34.00 .00 .00 447.40 11800.00 466.32 .00 466.90 22.74 6.49 2142.38 2474.58 18615.000 15.00 .00 .00 447.40 11800.00 466.09 .00 466.45 16.99 5.53 3022.40 2862.76 18615.000 15.00 .00 .00 447.40 11800.00 466.43 .00 466.94 20.6? 6.24 2289.69 2595.30 * 18650.000 35.00 .00 .00 447.50 11800.00 465.82 .00 466.91 44.70 9.96 2185.94 1764.91 * 18650.000 35.00 .00 .00 447.50 11800.00 465.96 .00 467.64 58.81 11.50 1512.30 1538.69 30DEC96 11:34:07 PAGE 48 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K * .100 510.00 .00 .00 449.00 11800.00 467.70 .00 468.29 20.74 7.12 2963.36 2591.33 * .100 510.00 .00 .00 449.00 11800.00 468.57 .00 469.27 20.64 7.41 2342.78 2597.64 * .200 390.00 .00 .00 450.20 11800.00 468.57 .00 469.50 52.36 9.53 2449.52 1630.75 * .200 390.00 .00 .00 450.20 11800.00 469.43 .00 470.46 48.03 9.62 2057.33 1702.72 .300 450.00 .00 .00 451.00 11800.00 470.47 .00 470.99 27.41 7.87 3104.44 2253.70 * .300 450.00 .00 .00 451.00 11800.00 471.31 .00 471.84 24.10 7.69 2837.93 2403.53 20540.000 540.00 .00 .00 452.60 11800.00 471.47 .00 471.96 16.02 6.57 3032.09 2948.31 20540.000 540.00 .00 .00 452.60 11800.00 472.23 .00 472.67 13.34 6.21 3062.52 3231.23 .500 435.00 .00 .00 454.00 11800.00 472.21 .00 472.49 10.55 5.02 3485.39 3632.78 .500 435.00 .00 .00 454.00 11800.00 472.86 .00 4~r3.12 8.92 4.81 3531.47 3950.03 * .600 390.00 .00 .00 455.00 11800.00 471.87 469.42 473.87 73.94 11.85 1410.57 1372.32 * .600 390.00 .00 .00 455.00 11800.00 472.52 .00 474.31 63.29 11.20 1380.56 1483.23 21690.000 325.00 .00 .00 455.90 11800.00 474.13 473.10 476.03 63.21 11.96 1562.56 1484.17 21690.000 325.00 .00 .00 455.90 11800.00 474.32 .00 476.45 66.41 12.38 1285.90 1447.94 * 1.000 530.00 .00 .00 457.30 11800.00 477.02 .00 478.03 23.71 9.01 1931.52 2423.19 * 1.000 530.00 .00 .00 457.30 11800.00 477.39 .00 478.57 25.00 9.41 1649.89 2360.15 * 22600.000 380.00 .00 .00 458.60 11800.00 477.83 .00 479.45 48.61 11.82 1640.38 1692.39 22600.000 380.00 .00 .00 458.60 11800.00 478.32 .00 479.96 45.79 11.73 1548.92 1743.71 2.000 570.00 .00 .00 459.60 11800.00 480.19 .00 481.51 28.23 10.00 1581.65 2221.05 2.000 570.00 .00 .00 459.60 11800.00 480.61 .00 481.89 ~26.01 9.77 1578.84 2313.91 23900.000 730.00 .00 .00 463.00 11800.00 482.51 .00 483.04 15.04 6.04 2377.86 3043.12 23900.000 730.00 .00 .00 463.00 11800.00 482.80 .00 483.29 13.58 5.85 2462.62 3201.61 3.000 465.00 .00 .00 463.80 11800.00 483.11 .00 483.71 13.51 6.54 2216.39 3209.86 3.000 465.00 .00 .00 463.80 11800.00 483.32 .00 483.95 13.58 6.62 2085.41 3202.18 * 4.000 560.00 .00 .00 464.84 11800.00 483.90 .00 484.94 31.58 8.22 1516.34 2099.71 * 4.000 560.00 .00 .00 464.84 11800.00 484.15 .00 485.14 30.51 8.05 1559.06 2136.14 5.000 145.00 .00 .00 465.90 11800.00 484.57 .00 485.32 19.84 7.27 1967.16 2649.05 5.000 145.00 .00 .00 465.90 11800.00 484.72 .00 485.51 19.89 7.34 1837.93 2645.68 24930.000 220.00 .00 .00 466.40 11800.00 485.15 .00 485.72 16.24 6.99 2379.71 2928.46 24930.000 220.00 .00 .00 466.40 11800.00 485.35 .00 485.90 15.55 6.91 2380.56 2992.70 6.000 90.00 .00 .00 466.80 11800.00 484.92 .00 486.06 27.62 9.07 1709.67 2245.26 6.000 90.00 .00 .00 466.80 11800.00 485.10 .00 486.24 27.18 9.07 1627.66 2263.43 * 25085.000 80.00 .00 .00 467.10 11800.00 484.41 483.40 486.77 82.08 12.70 1103.26 1302.50 * 25085.000 80.00 .00 .00 467.10 11800.00 484.20 .00 487.17 109.91 13.84 852.68 1125.52 30DEC96 11:34:07 PAGE 49 SECNO XLCH ELTRD ELLC ELM[N O CWSEL CRIWS EG lO*KS VCH AREA .01K 25135.000 50.00 .00 .00 467.00 11800.00 485.49 .00 487.16 51.65 10.87 1351.43 1641.96 25135.000 50.00 .00 .00 467.00 11800.00 485.40 .00 487.68 72.53 12.12 973.99 1385.56 25185.000 50.00 .00 .00 467.60 11800.00 486.46 .00 487.41 29.~5 9.84 2003.96 2163.52 * 25185.000 50.00 .00 .00 467.60 11800.00 486.80 .00 488.02 33.35 10.58 1637.31 2043.24 25235.000 50.00 .00 .00 467.90 11800.00 486.75 .00 487.55 20.74 8.20 2108.23 2590.83 25235.000 50.00 .00 .00 46?.90 11800.00 487.20 .00 488.18 24.47 8.64 1644.47 2385.40 * 25285.000 50.00 .00 .00 467.40 11800.00 485.82 485.82 488.35 74.13 14.25 1265.26 1370.56 * 25285.000 50.00 .00 .00 467.40 11800.00 486.09 .00 488.92 76.46 14.66 1029.54 1349.52 * 25335.000 50.00 .00 .00 467.30 11800.00 488.15 .00 488.67 14.18 6.20 2440.91 3134.15 * 25335.000 50.00 .00 .00 467.30 11800.00 488.60 .00 489,27 15.83 6.72 1892.24 2966.25 25385.000 50.00 .00 .00 467.90 11800.00 488.32 .00 488.74 12.85 5.73 2711.28 3292.35 25385.000 50.00 .00 .00 467.90 11800.00 488.77 .00 489.36 14.87 6.33 2031.92 3060.04 25470.000 85.00 .00 .00 468.00 11800.00 488.35 .00 488.91 11.79 6.33 2541.50 3437.06 25470.000 85.00 .00 .00 468.00 11800.00 488.90 .00 489.47 11.05 6.28 2221.38 3550.27 25500.000 30.00 486.90 485.00 468.70 11800.00 489.34 .00 489.72 6.75 5.29 3232.75 4540.18 25500.000 30.00 486.90 485.00 468.70 11800.00 490.05 .00 490.47 6.63 5.40 2552.41 4584.44 25585.000 85.00 ,00 .00 468.90 11800.00 489.29 .00 489.92 11.80 6.85 2368.03 3435.82 25585.000 85.00 .00 .00 468.90 11800.00 490.03 .00 490.63 10.40 6.64 2240.29 3659.85 * 25635.000 50.00 .00 .00 468.80 11800.00 488.94 .00 490.18 28.93 9.79 1808.81 2193.92 * 25635.000 50.00 .00 .00 468.80 11800.00 489.74 .00 490.86 =24.09 9.26 1746.82 2404.35 25685.000 50.00 .00 .00 469.10 11800.00 489.60 .00 490.35 19.16 7.31 2102.97 2695.76 25685.000 50.00 .00 .00 469.10 11800.00 490.26 .00 490.99 16.99 7.13 1929.98 2862.52 300EC96 11:34:07 PAGE 50 GRAPEVINE CREEK - CREEKV SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPNID XLCH 15350.000 11000.00 457.86 .00 .00 .00 619.07 .00 15350.000 11000.00 458.44 .58 .00 .58 350.00 .00 * 15440.000 11000.00 458.35 .00 .49 .00 147.00 90.00 15440.000 11000.00 458.72 .38 .28 .38 80.00 90.00 15470.000 11000.00 458.40 .00 .05 .00 147.00 30.00 15470.000 11000.00 459.17 .~7 .44 .77 80.00 30.00 * 15520.000 11000.00 458.30 .00 -.10 .00 656.50 50.00 15520.000 11000.00 459.20 .89 .03 .89 200.00 50.00 15600.000 11000.00 458.78 .00 .48 .00 129.00 80.00 15600.000 11000.00 459.72 .93 .52 .93 100.00 80.00 15610.000 11000.00 460.00 .00 1.22 .00 129.00 10.00 15610.000 11000.00 460.83 .83 1.11 .83 100.00 10.00 15630.000 11000.00 460.07 .00 .07 .00 198.60 20.00 15630.000 11000.00 460.82 .76 -.01 .76 100.00 20.00 15640.000 11000.00 460.11 .00 .05 .00 194.20 10.00 15640.000 11000.00 460.88 .77 .06 .77 100.00 10.00 15650.000 11000.00 460.13 .00 .01 .00 194.34 10.00 15650.000 11000.00 460.89 .77' .02 .77 100.00 10.00 15660.000 11000.00 460.00 .00 -.12 .00 175.03 10.00 15660.000 11000.00 460.86 .85 -.04 .85 115.00 10.00 15680.000 11000.00 460.29 .00 .29 .00 190.71 20.00 15680.000 11000.00 461.31 1.02 .46 1.02 188.00 20.00 15730.000 11000.00 460.44 .00 .15 .00 212.97 50.00 15730.000 11000.00 461.43 .98 .12 .98 216.11 50.00 * 16480.000 11000.00 461.54 .00 1.10 .00 744.54 750.00 * 16480.000 11000.00 462.31 .76 .88 .76 638.00 750.00 * 17600.000 11800.00 462.53 .00 .98 .00 733.12 1120.00 * 17600.000 11800.00 463.16 .63 .86 .63 615.00 1120.00 * 17980.000 11800.00 463.64 .00 1.11 .00 643.51 380.00 17980.000 11800.00 464.06 .42 .90 .42 367.00 380.00 18150.000 11800.00 463.75 .00 .12 .00 584.70 170.00 * 18150.000 11800.00 464.11 .36 .05 .36 328.00 170.00 30DEC96 11:34:07 PAGE 51 SECNO Q CWSEL DIFWSP DIFWSX DIFKNS TOPNID XLCH 18210.000 11800.00 463.86 .00 .11 .00 573.61 60.00 18210.000 11800.00 464.21 .35 .10 .35 310.00 60.00 18240.000 11800.00 463.65 .00 -.21 .00 537.19 30.00 18240.000 11800.00 464.19 .54 -.02 .54 335.00 30.00 18320.000 11800.00 464.20 .00 .55 .00 577.81 80.00 18320.000 11800.00 464.73 .53 .54 .53 339.4? 80.00 18450.000 11800.00 464.54 .00 .34 .00 591.58 130.00 18450.000 11800.00 465.45 .91 .71 .91 476.70 130.00 * 18500.000 11800.00 464.19 .00 -.35 .00 568.42 50.00 18500.000 11800.00 465.22 1.02 -.23 1.02 350.00 50.00 * 18514.000 11800.00 464.18 .00 -.01 .00 148.64 14.00 * 18514.000 11800.00 465.18 .99 -.04 .99 151.82 14.00 18515.000 11800.00 464.12 .00 -.06 .00 143.23 1.00 18515.000 11800.00 465.13 1.01 -.05 1.01 146.52 1.00 18565.000 11800.00 464.47 .00 .35 .00 144.63 50.00 18565.000 11800.00 465.34 .87 .21 .87 146.92 50.00 18566.000 11800.00 464.42 .00 -.05 .00 149.31 1.00 18566.000 11800.00 465.28 .86 .06 .86 151.55 1.00 18600.000 11800.00 466.06 .00 1.64 .00 553.96 34.00 18600.000 11800.00 466.32 .26 1.04 .26 265.00 34.00 18615.000 11800.00 466.09 .00 .03 .00 554.95 15.00 18615.000 11800.00 466.43 .33 .11 .33 290.00 15.00 * 18650.000 11800.00 465.82 .00 -.28 .00 631.63 35.00 * 18650.000 11800.00 465.96 .14 -.4? .14 290.00 35.00 * .100 11800.00 467.70 .00 1.89 .00 589.20 510.00 * .100 11800.00 468.57 .86 2.61 .86 315.00 510.00 * .200 11800.00 468.57 .00 .87 .00 632.27 390.00 * .200 11800.00 469.43 .85 .86 .85 357.50 390.00 .300 11800.00 470.47 .00 1.89 .00 577.33 450,00 * .300 11800.00 471,31 .84 1.88 .84 370.00 450.00 20540.000 11800.00 471.47 .00 1.00 .00 463.15 540.00 20540.000 11800.00 472.23 .76 .92 .76 370.00 540.00 .500 11800.00 472.21 .00 .74 .00 457.93 435.00 .500 11800.00 472.86 .65 .63 .65 350.00 435.00 30DEC96 11:34:07 PAGE 52 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * .600 11800.00 471.87 .00 -.34 .00 389.96 390.00 * .600 11800.00 472.52 .65 -.34 .65 250.00 390.00 21690.000 11800.00 474.13 .00 2.26 .00 393.9? 325.00 21690.000 11800.00 474.32 .19 1.80 .19 200.00 325.00 * 1.000 11800.00 477.02 .00 2.89 .00 284.58 530.00 * 1.000 11800.00 477.39 .38 3.07 .38 180.00 530.00 * 22600.000 11800.00 477.83 .00 .81 .00 267.12 380.00 22600.000 11800.00 4?8.32 .49 .92 .49 200.00 380.00 2.000 11800.00 480.19 .00 2.36 .00 210.47 570.00 2.000 11800.00 480.61 .42 2.29 .42 180.00 5?0.00 23900.000 11800.00 482.51 .00 2.33 .00 366.32 730.00 23900.000 11800.00 482.80 .28 2.18 .28 348.66 730.00 3.000 11800.00 483.11 .00 .60 .00 286.15 465.00 3.000 11800.00 483.32 .20 .52 .20 220.00 465.00 * 4.000 11800.00 483.90 .00 .79 .00 187.92 560.00 * 4.000 11800.00 484.15 .25 .83 .25 192.67 560.00 5.000 11800.00 484.57 .00 .6? .00 299.53 145.00 5.000 11800.00 484.?2 .16 .58 .16 206.43 145.00 24930.000 11800.00 485.15 .00 .58 .00 262.22 220.00 24930.000 11800.00 485.35 .20 .62 .20 230.00 220.00 6.000 11800.00 484.92 .00 -.23 .00 257.89 90.00 6.000 11800.00 485.10 .17 -.25 .17 180.00 90.00 * 25085.000 11800.00 484.41 .00 -.51 .00 223.09 80.00 * 25085.000 11800.00 484.20 -.21 -.90 -.21 90.00 80.00 25135.000 11800.00 485.49 .00 1.08 .00 218.66 50.00 25135.000 11800.00 485.40 -.08 1.21 -.08 89.00 50.00 25185.000 11800.00 486.46 .00 .98 .00 323.06 50.00 * 25185.000 11800.00 486.80 .34 1.40 .34 174.00 50.00 25235.000 11800.00 486.~5 .00 .28 .00 342.98 50.00 25235.000 11800.00 487.20 .45 .40 .45 155.45 50.00 * 25285.000 11800.00 485.82 .00 -.92 .00 282.12 50.00 * 25285.000 11800.00 486.09 .26 -1.11 .26 129.83 50.00 * 25335.000 11800.00 488.15 .00 2.33 .00 396.18 '50.00 * 25335.000 11800.00 488.60 .45 2.51 .45 176.87 50.00 30DEC96 11:34:07 PAGE 53 SECNO Q CWSEL DIFWSP DIFNSX DIFKWS TOP,ID XLCH 25385.000 11800.00 488.32 .00 .16 .00 465.32 50.00 25385.000 11800.00 488.77 .45 .16 .45 199.67 50.00 25470.000 11800.00 488.35 .00 .04 .00 559.81 85.00 25470.000 11800.00 488,90 .55 ,14 .55 232.00 85.00 25500.000 11800.00 489.34 .00 .99 .00 676.96 30.00 25500.000 11800.00 490.05 .71 1.15 .71 232.00 30.00 25585.000 11800.00 489.29 .00 -.05 .00 364.30 85.00 25585.000 11800.00 490.03 .74 -.02 .74 230.00 85.00 * 25635.000 11800.00 488.94 .00 -.35 .00 412.87 50.00 * 25635.000 11800.00 489.74 .80 -.29 .80 220.00 50.00 25685.000 11800.00 489.60 .00 .65 .00 421.16 50.00 25685.000 11800.00 490.26 .66 .52 .66 220.00 50.00 30DEC96 11:34:07 PAGE 54 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 15440.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15520.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17980.000 PROFILE= 1 CONVEYANCE CHANGE OUTS]DE ACCEPTABLE RANGE WARNING SECNO= 18150.000 PROFILE= 2 CONVEYANCE CHANGE OUTS]DE ACCEPTABLE RANGE WARNING SECNO= 18500,000 PROFILE= 1 CONVEYANCE CHANGE OUTS]DE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTS[DE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 2 CONVEYANCE CHANGE OUTS[DE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTS[DE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTS[DE ACCEPTABLE RANGE WARNING SECNO= 25185.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 25285.000 PROFILE= 1 CRITICAL OEPTH ASSUMED CAUTION SECNO= 25285.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 25285.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 30DEC96 11:34:07 PAGE 55 WARNING SECNO= 25335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 1 CONVEYANCE CHANGE OUTS[DE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 30DEC96 11:34:07 PAGE 56 FLOOOWAY DATA, GRAPEVINE CREEK - CREEKV PROFILE NO. 2 ....... FLOOOWAY ....... ~ATER SURFACE ELEVATION STATION ~]DTH SECT[ON MEAN WITH WITHOIJT DIFFERENCE AREA VELOCITY FLOOOWAY FLOODWAY 15350.000 350. 2083. 5.3 458.5 457.9 .6 15440.000 80. 1420. 7.7 458.7 458.3 .4 15470.000 80. 1456. 7.6 459.2 458.4 .8 15520.000 200. 1566. 7.0 459.2 458.3 .9 15600.000 100. 1494. 7.4 459.7 458.8 .9 15610.000 100. 1606. 6.9 460.8 460.0 .8 15630.000 100. 1588. 6.9 460.9 460.1 .8 15640.000 100. 1607. 6.8 460.9 460.1 .8 15650.000 100. 1608. 6.8 460.9 460.1 .8 15660.000 115. 1644. 6.7 460.9 460.0 .9 15680.000 188. 2091. 5.3 461.3 460.3 1.0 15730.000 216. 2222. 4.9 461.4 460.4 1.0 16480.000 638. 4623. 2.4 462.3 461.5 .8 17600.000 615. 2959. 4.0 463.1 462.5 .6 17980.000 367. 2919. 4.0 464.0 463.6 .4 18150.000 328. 2266. 5.2 464.2 463.8 .4 18210.000 310. 2065. 5.7 464.3 463.9 .4 18240.000 335. 1884. 6.3 464.1 463.6 .5 18320.000 339. 2096. 5.6 464.7 464.2 .5 18450.000 477. 2786. 4.2 465.4 464.5 .9 18500.000 350. 1858. 6.4 465.2 464.2 1.0 18514.000 152. 1348, 8.8 465.2 464.2 1.0 18515.000 152. 1294. 9.1 465.1 464.1 1.0 18565.000 152. 1335. 8.8 465.4 464.5 .9 18566.000 152. 1374. 8.6 465.3 464.4 .9 18600.000 265. 2142. 5.5 466.4 466.1 .3 18615.000 290. 2290. 5.2 466.4 466.1 .3 18650.000 290. 1512. 7.8 465.9 465.8 .1 .100 315. 2343. 5.0 468.6 467.7 .9 .200 357. 2057. 5.7 469.5 468.6 .9 .300 370. 2838. 4.2 471.3 470.5 .8 20540.000 370. 3063. 3.9 472.3 471.5 .8 .500 350. 3531. 3.3 472.9 472.2 .7 .600 250. 1381. 8.5 472.6 471.9 21690.000 200. 1286. 9.2 474.3 474.1 .2 1.000 180. 1650. 7.2 477.4 477.0 .4 22600.000 200. 1549. 7.6 478.3 477.8 .5 2.000 180. 1579. 7.5 480.6 480.2 .4 23900.000 349. 2463. 4.8 482.8 482.5 3.000 220. 2085. 5.7 483.3 483.1 .2 4.000 193. 1559. 7.6 484.1 483.9 .2 5.000 206. 1838. 6.4 484.8 484.6 .2 30DEC96 11:34:07 PA6E 57 FLOOOWAY DATA, GRAPEVINE CREEK - CREEKV PROFILE NO. 2 ....... FLOOOWAY ....... WATER SURFACE ELEVATION STATION WIOTH SECTION MEAN WITH WITHOUT OIFFERENCE AREA VELOCITY FLOOOWAY FLOOOHAY 24930.000 230. 2381. 5.0 485.3 485.1 .2 6.000 180. 1628. 7.2 485.1 484.9 .2 25085.000 90. 853. 13.8 484.2 484.4 -.2 25135.000 89. 974. 12.1 485.4 485.5 -.1 25185.000 174. 1637. 7.2 486.8 486.5 .3 25235.000 155. 1644. 7.2 487.2 486.7 .5 25285.000 130. 1030. 11.5 486.1 485.8 .3 25335.000 177. 1892. 6.2 488.6 488.2 .4 25385.000 200. 2032. 5.8 488.8 488.3 .5 25470.000 232. 2221. 5.3 489.0 488.4 .6 25500.000 232. 2552. 4.6 490.0 489.3 .7 25585.000 230. 2240. 5.3 490.0 489.3 .7 25635.000 220. 1747. 6.8 489.7 4~.9 .8 25685.000 220. 1930. 6.1 490.3 489.6 .? * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * -609 SECOND STREET~ SUITE D * * * * DAVIS, CALIFORNIA 95616'4687 * * RUN DATE 02JAN97 TIME 19:29:02 * * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 02JAN97 19:29:03 PAGE 1 THIS RUN EXECUTED 02JAN97 19:29:03 HEC-2 WATER SURFACE PROFILES Version 6.6.2; May 1991 T1 GRAPEVINE CREEK~ COPPELL,DALLAS COUNTY,TEXAS T2 EXTENOED FLO00 INSURANCE STUDY - 10 YR MAY 1987 MOOIFIED 9/7/89 T3 GRAPEVINE CREEK - CREEKVIEW AS BUILT (GRMULT) J1 [CHECK INQ NINV IDIR STRT METRIC HVINS g WSEL FQ -1. 2 456.38 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE COOES FOR SUMMARY PRIHTOUT 150 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10. -10. QT 6 6900 9700 11000 14200 16100 11000 NC .070 .070 .050 .1 .3 ET 8.1 1500 1850 PROFILE SECTION G - SURVEY SECTION 7 Xl 15350 36 1527 1588 1200 1300 1180 6R 480.9 1000 475.0 1100 470.5 1200 463.8 1249 459.1 1258 GR 458.3 1271 462.7 1295 462.7 1300 460.0 1326 459.7 1344 GR 459.6 1352 459.6 1390 459.5 1426 459.8 1437 459.5 1450 GR 454.7 1482 455.1 1500 454.8 1527 441.4 1545 441.3 1569 GR 454.6 1588 454.7 1600 454.1 1700 453.1 1800 453.6 1882 GR 456.7 1898 456.9 1909 457.0 1919 455.0 1941 455.2 1949 GR 456.5 2000 458.2 2100 461.5 2200 467.7 2300 474.0 2400 GR 481.1 2500 NC .3 .5 ET 8.11 1158.5 1238.5 PROFILE SECTION H - SURVEY SECTION 8 BELTLINE ROAD Xl 15440 38 1125 1272 25 350 90 X3 10 458.9 459 GR 480.9 658 470.5 758 463.8 807 463.5 829 462.7 853 GR 461.0 879 459.7 897 459.6 943 459.5 979 459.8 990 GR 459.7 1000 460.5 1100 460.5 1125 457.2 1125 454.9 1136 02JAN97 19:29:03 PAGE 2 GR 454.9 1137 450.0 1145 442.2 1160 439.7 1177 439.7 1179 GR 441.1 1222 441.1 1224 441.6 1230 446.4 1240 450.1 1248 GR 450.1 1249 456.2 1270 457.4 1272 460.5 1272 460.5 1300 GR 460.2 1400 460.2 1461 460.2 1500 460.8 1600 462.5 1700 GR 464.6 1800 466.4 1900 469.1 2000 ET 8.11 1158.5 1238.5 SB 1.05 2.413 2.5 57 6 1846.80 2.373 440.04 440.04 X1 15470 30 30 30 X2 1 459 460.5 X3 10 458.9 459 BT 2 1125 460.5 458.9 1272 460.5 459.0 ET 8.1 1467.5 1667.5 X1 15520 18 1527 1608 50 50 50 GR 480.9 1000 475.0 1100 470.5 1200 463.8 1249 459.1 1258 GR 458.3 1271 462.7 1295 462.7 1300 460.5 1326 459.7 1344 GR 453.6 1527 441.3 1560 441.8 1585 455.6 1608 455.2 1700 GR 460.0 2230 470.0 2400 475.0 2600 ET 8.11 1335.5 1435.5 PROFILE SEOTION I - SURVEY SECTION 9 ST. LOUIS SOUTHWESTERN R.R. X1 15600 28 1321 1450 50 100 80 X3 10 459.4 459.4 GR 462.7 1000 462.6 1100 462.6 1200 462.8 1300 462.7 1321 GR 455.0 1321 448.4 1333 448.4 1334 442.4 1349 442.4 1350 GR 442.3 1378 442.3 1379 441.6 1392 445.5 1400 446.0 1410 GR 446.0 1411 449.0 1423 449.0 1424 452.6 1437 452.6 1438 GR 456.4 1450 461.7 1450 462.9 1500 463.4 1600 ~ 463.8 1700 GR 464.2 1800 464.8 1900 465.4 2000 ET 8.11 1335.5 1435.5 SB 1.05 2.475 2.5 66.2 6 1589.35 1.85 442.4 442.4 X1 15610 10 10 10 X2 1 459.4 461.7 X3 10 459.4 459.4 BT 2 1321 462.7 459.4 1450 461.7 459.4 ET 8.1 1112.5 1212.5 NC .070 .070 .050 0.1 0.3 QT 6 6900 9700 11000 14200 11000 11000 Xl 15630 24 1115 1210 30 10 20 GR 470 1000 468 1020 466 1026 464 1038 462 1045 GR 460 1052 458 1060 456 1068 454 1100 452 1105 GR 450 1115 442 1130 441.8 1132 441.7 1158 442 1160 GR 450 1210 452 1220 454 1230 456 1240 460 1250 GR 461,76 1260 462 1470 464 1770 466 1970 02JA#97 19:29:03 PAGE 3 NC .1 .3 ET 8.1 1101 1201 Xl 15640 24 1102 1200 10 10 10 GR 470 1000 468 1015 466 1025 464 1035 462 1042 GR 460 1052 458 1060 456 1070 454 1085 452 1092 GR 450 1102 442 1126 441.8 1128 441.7 1154 442 1156 GR 450 1200 452 1215 454 1225 456 1235 460 1245 GR 461.76 1255 462 1465 464 1765 466 1965 ET 8.1 1101 1201 X1 15650 0 0 0 10 10 10 0 ET 8.1 1072.0 1187.0 X1 15660 24 1089 1170 10 10 10 GR 470 1000 468 1010 466 1020 464 1030 462 1040 GR 460 1050 458 1058 456 1065 454 1075 452 1082 GR 450 1089 442 1105 441.8 1107 441.7 1133 442 1135 GR 450 1170 452 1190 454 1200 456 1210' 460 1225 GR 461.76 1235 462 1445 464 1745 466 1945 NC .07 .07 .05 .1 .3 ET 8.1 1052 1240 Xl 15680 24 1052 1240 20 15 20 GR 470 1000 468 1012 466 1023 464 1038 462 1045 GR 460 1052 458 1060 456 1068 454 1075 452 1082 GR 450 1088 442 1102 441.83 1104 441.73 1130 442 1132 GR 450 1160 452 1185 454 1220 456 1230 460 1240 GR 461.76 1250 462 1460 464 1750 466 1950 ET 8.1 1099 ~ 1470 X1 15730 20 1099 1307 50 30 50 GR 470 1000 468 1055 466 1070 464 1080 462 1088 GR 460 1099 450 1130 442 1142 441.85 1144 441.75 1170 GR 442 1172 450 1192 452 1210 454 1287 456 1297 GR 460 1307 461.76 1317 462 1527 464 1817 466 2017 NC .07 .07 .05 .1 .3 QT 6 6900 9700 11000 14200 16300 11000 ET 8.1 1390 2028 ****** MOORE RD ADDITIONAL MOOEL ************************ PROFILE SECTION J - SURVEY SECT]ON 10 START LAND DEVELOPEMENT FILL ON LEFT OVERBANK Xl 16480 27 1634 1722 830 650 750 GR 485.5 1000 480.4 1100 473.9 1200 470.0 1300 470.0 1390 GR 459.5 1390 458.7 1400 456.3 1500 454.9 1600 457.1 1634 GR 445.0 1665 442.7 1683 443.8 1700 457.2 1722 455.9 1800 GR 455.6 1900 455.6 2000 456.1 2100 455.3 2116 465.4 2146 GR 470.0 2146 470.0 2151 470.0 2170 470.0 2200 470.0 2261 GR 470.0 2300 470.0 2322 02JAN97 19:29:03 PAGE 4 QT 6 7500 10500 11800 15100 16000 11800 ET 8.1 1255 1870 Xl 17600 15 1535 1610 1160 1000 1120 GR 480.0 950 470.0 980 470.0 1140 460.0 1140 459.0 1410 GR 458.7 1520 457.5 1535 445.8 1561 445.0 1572 446.0 1590 GR 459.5 1610 459.6 1710 460.8 1820 461.5 1870 471.4 1900 ET 8.1 1305 1672 X1 17980 22 1400 1590 600 260 380 GR 470 1000 470 1030 470 1070 470 1090 464.67 1090 GR 464 1100 462 1138 460 1165 458 1205 458 1400 GR 456 1495 454 1505 452 1522 450 1530 446.1 1550 GR 450 1570 458 1590 460 1730 462 1745 468 1765 GR 469.2 1770 470 2100 ET 8.1 1321 1649 X1 18150 19 1480 1550 160 180 170 GE 470 1000 470 1030 470 1045 470 1050 465.71 1050 GR 464 1080 462 1120 460 1145 458 1220 458 1255 GE 458 1480 450 1495 446.6 1510 450 1530 460 1550 GE 460 1595 460 1660 469.7 1685 470 1810 ET 8.1 1340 1650 X1 18210 18 1490 1545 60 65 60 GR 470 1000 470 1030 470 1045 470 1050 465.71 1050 GE 464 1085 462 1130 460 1150 458 1240 458 1490 GE 450 1510 446.8 1525 450 1535 460 1545 460 1605 GE 460 1650 469.85 1680 470 1730 ET 8.1 1290 ~ 1625 X1 18240 16 1480 1553 30 30 30 GR 470 1000 470 1035 470 1042 467.07 1042 466 1050 GR 464 1090 462 1140 460 1155 460 1480 450 1520 GE 446.9 1530 450 1540 460 1553 460 1610 469.9 1680 GR 470 1700 ET 8.1 1340 1740 Xl 18320 16 1510 1580 80 80 80 HR 470 1000 470 1040 470 1052 467.09 1052 466 1062 GR 464 1105 462 1150 460 1195 460 1450 460 1510 GR 450 1535 447.1 1542 450 1560 460 1580 460 1670 GR 470 1690 ET 8.1 1245 1735 Xl 18450 19 1465 1530 120 160 130 GR 470 1000 470 1055 470 1065 467.20 1065 466 1080 GR 464 1130 462 1170 460 1240 460 1385 460 1465 GR 450 1480 447.5 1490 450 1510 460 1530 462 1675 GR 464 1700 466 1730 468 1770 470 1780 02JAN97 19:29:03 PAGE 5 ET 8.1 4800 5150 PROFILE SECTION K - SURVEY SECTION 11 END LAND DEVELOPEMENT FILL ON LEFT OVERBANK Xl 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 4983 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 NC .028 .3 .5 ET 8.11 1390 1795.0 Xl 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 6R 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.~6 1568.15 448.68 1584.45 GR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 47'5.65 1680.7 47'5.8 1698 47'5.8 1757 GR 47-5.5 1807 47'5.6 1857 473.6 1898 473.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECTION 12 ~ AS-BUILT BRIDGE -- DATA UPDATE ON OCT. 1987 MOORE ROAD - DOWNSTREAM SIDE Xl 18515 38 1513 1680.7 1 1 I BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 473.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 BT 1698 47-5.8 0 1757 47'5.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 47"5.3 0 GE 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 118~ 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 47'5.65 1680.7 473.8 1698 47'5.8 1757 47-5.5 1807 GR 47'5.6 1857 47'5.6 1898 473.3 1907 02JAN97 19:29:03 PAGE 6 ET 8.11 1410 1780.0 MOORE ROAD - UPSTREAM SIDE X1 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 47-5.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1470 1720 X1 18566 33 1540.15 1651.3 1 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 NC .05 ET 8.1 1290 1555 Xl 18600 19 1350 1500 34 34 34 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 8.1 1275 1565 Xl 18615 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 8.1 1690 1980 Xl 18650 32 1805 1868 35 35 35 .7 GR 482.6 1100 478.3 1200 469.2 1300 465.2 1372 463.3 1376 GR 467.3 1384 466.8 1400 466.5 1416 463.4 1434 463,6 1500 GR 462.3 1600 461.6 1700 462.4 1805 447.5 1830 446.8 1841 GR 448.1 1853 462.0 1868 462.3 1900 463.1 2000 467.3 2100 GR 472.3 2133 473.2 2134 472.7 2140 470.7 2157 475.6 2185 02JAN97 19:29:03 PAGE 7 GR 476.4 2200 477.0 2250 478.2 2263 478.6 2284 477.7 2300 GR 476.2 2321 478.3 2349 QT 6 7500 10500 11800 15100 16500 11800 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 335 650 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.1 20. 465. 560. 330. 275. 510. GR 478. O. 476. 10. 474. 25. 472. 35. 470. 65. GR 468. 80. 466. 100. 464. 120. 464. 465. 460. 480. GR 450. 500. 449. 510. 449. 520. 450. 530. 460. 550. GR 462. 560. 464. 625. 466. 655. 470. 695. 471. 715. ET 8,1 172.5 530 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 0.2 20. 310. 385. 290. 265. 390. GR 478. O. 476. 35. 474. 50. 472. 80. 470. 105. GR 468. 145. 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. GE 468. 760. 470. 780. 472. 785. 474. 802. 475. 810. ET 8.1 158.5 528.5 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.3 16. 315. 372. 410. 280. 450. GR 476. O. 474. 10. 472. 35. 470. 50. ~68. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 PROFILE SECTION M - SURVEY SECT|ON 13 SECTION MOOIFIED BY NOM ENGINEERS BASED ON COPPELL TOPO 06/27/87 Xl 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 7500 10500 11800 15100 16100 11800 ET 8.1 225 575 02JAN97 19:29:03 PAGE 8 SECTION ADDED BY NDH ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 0.5 19. 450. 582. 315. 415. 435. GR 484. O. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 196. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. ET 8.1 205 455 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.6 12.0 370. 455. 380. 360. 390. GR 480. O. 474. 60. 472. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 SECTION ADOED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 NH 5 .080 76 .045 146 .065 295 .035 295.1 .065 NH 445 QT 6 7500 10500 11800 15100 16000 11800 ~ ET 8.1 32 212 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 1.0 19. 76. 146. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 283. 474.5 295. GR 479.75 295.1 479.75 385. 482. 400. 484. 445. QT 6 7500 10500 11800 15100 16000 11800 NH 5 .08 1397 .045 1447 .065 1473 .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 PROFILE SECTION N - SURVEY SECT%ON 14 Xl 22600 17 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 02JAN97 19:29:03 PAGE 9 NC .08 .065 .045 ET 8.1 66 246 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 2.0 19. 108. 173. 510. 540. 570. GE 487. O. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. GE 474. 188. 476. 225. 477.2 266. 490. 304.4 ET 8.1 1041 1391 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 23900 12 1215 1385 750 590 730 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 NH 5 .08 146 .045 271 .065 337 .035 337.1 .065 NH 490. ET 8.1 79 299 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 3.0 19.0 146. 271. 310. 450. 465. GE 489. O. 488. 4. 486. 14. 484. 42. 482. 62. GR 480. 120. 475. 146. 470. 172. 463.8 182. 463.8 194. GR 470. 215. 475. 271. 480. 326. 481. 337. ~88.05 337.1 GR 488.05 391. 488.05 418. 490. 462. 492. 490. NH 4. .08 190. .05 315. .035 315.1 .065 665. ET 8.1 114 314 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 4.0 19. 190. 315. 350. 540. 560. GR 491. O. 490. 32. 488. 48. 486. 75. 484. 125. GR 482. 168. 480. 190. 470. 218. 464.84 230. 464.84 238. GR 470. 255. 480. 315. 485.87 315.1 485.87 450. 485.87 525. GE 488. 550. 490. 586. 492. 635. 494. 665. QT 6 7500 10500 11800 15100 15500 11800 NC .08 .065 .05 ET 8.1 65 275 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 02JAN97 19:29:03 PAGE 10 Xl 5.0 18. 98. 208. 130. 160. 145. GR 491. O. 490. 25. 488. 40. 486. 52. 484. 78. GR 482. 82. 480. 98. 470. 113. 468. 133. 465.9 148. GR 465.9 158. 470. 172. 480. 208. 482. 300. 484. 355. GR 485.5 395. 489. 416. 490. 535. ET 8.1 1170 1400 X1 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 1312 470 1340 GR 466.4 1355 466.4 1365 470 1375 480 1390 484 1410 GR 485 1415 486 1425 489 1435 491 1454 492 1580 ET 8.1 100 280 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/27/87 X1 6.0 16. 184. 263. 50. 95. 90. GR 491. O. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 184. 470. 205. 466.8 215. 466.8 225. 470. 245. GR 476. 263. 483. 275. 485. 320. 490. 334. 492. 365. GR 493. 380. NC 0.080 0.060 0.045 ET 8.1 1537 1627 ********* END OF MOORE RD AS BUILT ADDED MODEL ********** X1 25085 19 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GR 480.7 1537 472 1560 467.3 1564 467.1 1572 467.2 1585 GR 478.4 1593 479.0 1607 480.6 1627 483 1658 : 488 1688 GR 490 1706 490 1706 490 1706 490 1708 ET 8.1 1534 1623 Xl 25135 20 1534 1623 40 60 50 GR 492 1325 490 1417 488 1427 486 1437 484 1445 GR 481.8 1500 481.4 1534 47~.5 1556 467.1 1559 467 1570 GR 467.1 1584 478.5 1593 479.0 1605 480.5 1623 484.0 1650 GR 488 1671 489 1678 489 1678 489 1678 490 1700 ET 8.1 1085. 1259. X1 25185 21 1120 1164.2 45 40 50 GR 494 910 492 1000 490 1010 488 1030 486 1038 GR 484 1050 482 1070 480 1080 478 1120 467.7 1135.8 GR 467.6 1140 467.7 1152.7 480.4 1164.2 480.4 1172 478.2 1190 GR 480 1230 486 1350 488 1390 490 1440 492 1520 GR 494 1580 ET 8.1 1079.3 1234.75 Xl 25235 20 1079.3 1155 50 40 50 GR 494 920 492 1000 490 1010 488 1020 486 1030 GR 484 1040 482 1060 480.5 1079.3 477.9 1082.3 467.9 1094.4 GR 467,9 1106.3 468 1114.5 476.5 1134.8 478.9 1155 480 1195 GR 486 1345 488 1410 490 1455 492 1535 494 1595 02JAN97 19:29:03 PAGE 11 ET 8.1 969.6 1169.6 Xl 25285 17 1046.3 1092.9 50 30 50 GE 494 920 492 1000 490 1010 488 1035 486 1040 GR 484 1043.3 482.2 1046.3 468.2 1061.7 467.4 1069.3 467.9 1080.7 GR 480.9 1092.9 480.9 1110 486 1330 488 1400 490 1450 GR 492 1530 494 1590 · 8.1 983.5 1183.5 ET X1 25335 17 1017 1150 70 20 50 GR 494 910 491.8 1000 483.6 1017 482.1 1023.4 474.6 1035.5 GR 474.4 1046.3 467.8 1055.2 467.9 1070 467.3 1079.6 468.5 1086.8 GR 479.9 1094.7 482.1 1150 486 1330 488 1400 490 1450 GR 492 1530 494 1590 ET 8.1 983. 1204. X1 25385 17 1019.5 1168.3 55 45 50 GR 494 880 491.3 1000 479.9 1019.5 47-/.2 1096.7 470.9 1115.1 GR 468.4 1118 467.9 1121.? 468.7 1129.3 468.7 1129.8 468.8 1133.5 GR 479.1 1138.5 482.3 1168.3 486 1373 488 1463 490 1510 GR 492 1590 494 1650 NC .3 .5 ET 8.11 1317. 1549. PROFILE SECTION P - SURVEY SECT]ON 16 DENTON TAP ROAD Xl 25470 35 1352 1472 100 50 85 X3 10 485 485 GR 494 910 492.6 1000 492.45 1007 491.8 1032 490 1060 GR 489.9 1092 489.1 1142 489 1145 487.5? 1225 ~ 487.2 1242 GR 485.8 1293 482.6 1343 482.3 1352 4?5.5 1378 4?4.8 1383 GR 469 1391 469.7 1410 468 1416 468.8 1426 469.5 1430 GR 475.3 1437 476.1 1442 481.6 1472 484.6 1482 485.9 1544 GR 486.1 1553 486.6 1580 486.? 1593 486.8 1608 486.7 1628 GR 487.1 1644 488 1734 490 17-/4 492 1825 494 1955 ET 8.11 1317. 1549. SB 1.05 2.206 2.5 57.5 6 1175.25 2.232 471.1 471 Xl 25500 24 1320 1440 30 30 30 X2 1 485 486.9 X3 10 485 485 BT -43 910 494 0 1000 492.56 0 1006 492.47 0 BT 1024 492.05 0 1032 491.86 0 1041 491.71 0 BT 1059 491.34 0 1091 490.64 0 1142 489.5? 0 BT 1145 489.57 0 1181 488.77 0 1192 488.66 0 BT 1194 488.5 0 1205 488.39 0 1214 488.25 0 BT 1225 488.1 0 1242 487.92 0 1272 487.6 0 BT 1293 48?.42 0 1320 487.09 485 1342 487.20 485 BT 1354 487.04 485 1364 487.01 485 1378 486.98 485 BT 1383 480.95 485 1391 486.94 '485 1402 486.92 485 BT 1416 486.97 485 1428 486.87 485 1440 486.89 485 BT 1478 486.89 0 1482 486.~B 0 1493 486.89 0 BT 1543 486.98 0 1553 487.01 0 1579 487.1 0 02JAN97 19:29:03 PAGE 12 BT 1593 487.28 0 1608 487.48 0 1628 487.97 0 BT 1644 488.39 0 1700 490 0 1770 492 0 BT 1955 494 0 GR 494 910 492.4 1000 490.7 1042 489.5 1092 488.7 1142 GR 487.7 1190 487 1242 486.3 1292 482.44 1320 472.64 1355 GR 469.2 1363 468.7 1390 471.5 1402 469.64 1415 482.15 1440 GR 486.3 1478 485.6 1493 485.9 1543 486.8 1593 487.3 1644 GR 488 1725 490 1805 492 1825 494 1955 ET 8.1 1232.5 1462.5 X1 25585 20 1300 1395 20 100 85 GR 494 930 492 1000 490 1040 488 1140 486 1210 GR 484 1250 482 1290 480 1300 470 1340 468.9 1350 GR 469 1356 469 1363 475.6 1373 479.3 1395 484.4 1413 GR 489.2 1438 489.9 1453 490 1623 492 1690 494 1715 NC .I .3 ET 8.1 1225.5 1445.5 Xl 25635 20 1301 1370 20 40 50 GR 494 930 492 1000 490 1150 488 1180 486 1240 GR 484 1270 482 1290 480.4 1301 468.8 1312 469.5 1325 GR 470 1331 474.3 1336 476.3 1345 479.8 1359 480.3 1370 GR 487 1395 488 1555 490 1605 492 1660 494 1695 ET 8.1 1195.5 1415.5 Xl 25685 22 1245 1366 55 40 50 GR 494 930 492 1000 490 1160 488 1180 486 1220 GR 484 1240 483.4 1245 482.8 1268 478.8 1288 474.4 1302 GR 469.1 1307 469.4 1315 469.1 1325 475.2 1334 477 1343 GR 484.1 1366 486.2 1375 487.4 1395 488 1545 490 1595 GR 492 1650 494 1685 = 02JAN97 19:29:03 PAGE T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 EXTENDED FLO00 INSURANCE STUDY - 50-YR MAY 1987 T3 GRAPEVINE CREEK - CREEKV[EW AS SU[LT J1 [CHECK [NQ N[NV [D[R STRT METRIC HV[NS Q WSEL FQ 3 457.45 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC [B~ CH#[M [TRACE 2 -1 02dAN9? 19:29:03 PAGE T1 GRAPEVINE CREEK, COPPELL, OALLAS COUNTY, TEXAS T2 EXTENDED FLOe0 INSURANCE STUDY - IO0-YR GRAPEVINE CREEK - CREEKVIEW AS BUILT J1 ICHECK ING NINV IDIR STRT METRIC HVINS Q WSEL FQ 4 457.86 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ]TRACE 3 '1 02JAN97 19:29:03 PAGE 15 T1 GRAPEVINE CREEK, COPPELL~ DALLAS COUNTY, TEXAS T2 EXTENOED FLO00 INSURANCE STUOY- 500-YR T3 GRAPEVINE CREEK - CREEKVIEN AS BUILT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 5 458.75 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 02JAN97 19:29:03 PAGE 16 THIS RUN EXECUTED 02JAN97 19:30:03 ************************************* HEC-2 ~ATER SURFACE PROFILES Version 4.6.21 May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS'SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK - CREEKV SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 15350.000 .00 .00 .00 441.30 6900.00 456.38 .00 457.04 31.29 7.52 1557.78 1233.56 15350.000 .00 .00 .00 441.30 9700.00 457.45 .00 458.14 32.75 8.19 2141.41 1694.86 15350.000 .00 .00 .00 441.30 11000.00 457.86 .00 458.56 33.36 8.45 2389.70 1904.55 15350.000 .00 .00 .00 441.30 14200.00 458.75 .00 459.47 34.26 8.97 2964.50 2425.88 * 15440.000 90.00 .00 .00 439.70 6900.00 457.06 .00 457.33 8.16 4.16 1657.01 2415.68 * 15440.000 90.00 .00 .00 439.70 9700.00 458.01 .00 458.47 12.62 5.40 1796.37 2731.03 * 15440.000 90.00 .00 .00 439.70 11000.00 458.35 .00 458.90 14.91 5.96 1845.63 2848.79 15440.000 90.00 .00 .00 439.70 14200.00 459.08 .00 459.90 20.81 7.27 1953.84 3113.01 15470.000 30.00 460.50 459.00 439.70 6900.00 457.08 .00 457.35 ~ 8.12 4.16 1660.09 2421.66 15470.000 30.00 460.50 459.00 439.70 9700.00 458.05 .00 458.50 12.49 5.38 1802.29 2745.10 15470.000 30.00 460.50 459.00 439,70 11000.00 458.40 .00 458.95 14.72 5.94 1853.29 2867.26 15470.000 30.00 460.50 459.00 439.70 14200.00 460.60 .00 461.24 14.59 6.46 2413.82 3717.48 * 15520.000 50.00 .00 .00 441.30 6900.00 456.93 .00 457.64 25.78 7.09 1358.51 1359.09 * 15520.000 50.00 .00 .00 441.30 9700.00 457.92 .00 458.82 31.45 8.30 1890.26 1729.64 * 15520.000 50.00 .00 .00 441.30 11000.00 458.30 .00 459.26 33.58 8.76 2127.15 1898.17 15520.000 50.00 .00 .00 441.30 14200.00 461.00 .00 461.39 14.07 6.47 4415.80 3785.43 * 15600.000 80.00 .00 .00 441.60 6900.00 457.51 .00 457.88 12.05 4.87 1415.73 1988.09 15600.000 80.00 .00 .00 441.60 9700.00 458.48 .00 459.09 18.32 6.30 1539.93 2266.15 15600.000 80.00 .00 .00 441.60 11000.00 458.78 .00 459.54 21.78 6.96 1579.50 2357.11 15600.000 80.00 .00 .00 441.60 14200.00 460.88 .00 461.~9 22.29 7.68 1849.88 3007,74 15610.000 10.00 461.70 459.40 441.60 6900.00 45?.55 .00 457.91 11.93 4.86 1420.01 1997.47 15610.000 10.00 461.70 459.40 441.60 9700.00 458.54 .00 459.15 18.01 6.26 1548.50 2285.75 15610.000 10.00 461.70 459.40 441.60 11000.00 460.00 .00 460.62 16.24 6.33 17'36.75 2729.5? 15610.000 10.00 461.70 459.40 441.60 14200.00 463.02 .00 463.70 14.23 6.65 2278.04 3764.32 15630.000 20.00 .00 .00 441.70 6900.00 457.56 .00 457.94 10.33 5.16 1541.05 2146.71 15630.000 20.00 .00 .00 441.70 9700.00 458.57 .00 459.19 15.19 6.58 1729.27 2488.87 15630.000 20.00 .00 .00 441.70 11000.00 460.07 .00 460.66 13.08 6.53 2017.07 3041.22 15630.000 20.00 .00 .00 441.70 14200.00 463.21 .00 463.74 9.93 6.44 3069.25 4506.40 PAGE 17 02JAN97 19:29:03 SECNO XLCH ELTRD ELLC ELHIN Q CNSEL CR[~S EG lO*KS VCH AREA .01K 15640.000 10.00 .00 .00 441.70 6900.00 457.60 .00 457.95 9.57 4.99 1580.92 2230.92 15640.000 10.00 .00 .00 441.70 9700.00 458.63 .00 459.20 14.06 6.36 1768.03 2587.10 15640.000 10.00 .00 .00 441.70 11000.00 460.11 .00 460.67 12.22 6.35 2047.80 3146.17 15640.000 10.00 .00 .00 441.70 14200.00 463.24 .00 463.75 9.46 6.31 3094.01 4616.91 15650.000 10.00 .00 .00 441.70 6900.00 457.61 .00 457.96 9.54 4.98 1582.69 2234.22 15650.000 10.00 .00 .00 441.70 9700.00 458.65 .00 459.22 14.00 6.35 1770.71 2592.31 15650.000 10.00 .00 .00 441.70 11000.00 460.13 .00 460.68 12.19 6.34 2050.27 3151.23 15650.000 10.00 .00 .00 441.70 14200.00 463.25 .00 463.76 9.41 6.30 3105.48 4628.46 15660.000 10.00 .00 .00 441.70 6900.00 457.53 ,00 458.01 13.09 5.84 1373.11 1906.85 15660.000 10.00 .00 .00 441.70 9700.00 458.52 .00 459.30 19.47 7.48 1531.15 2198.08 15660.000 10.00 .00 .00 441.70 11000.00 460.00 .00 460.76 16.86 7.44 1782.42 2678.63 15660.000 10.00 .00 .00 441.70 14200.00 463.15 .00 463.82 12.81 7.33 2744.74 3967.70 15680.000 20.00 .00 .00 441.73 6900.00 457.69 .00 458.05 16.48 4.83 1427.34 1699.50 15680.000 20.00 .00 .00 441.73 9700.00 458.81 .00 459.36 22.36 5.97 1625.00 2051.41 15680.000 20.00 .00 .00 441.73 11000.00 460.29 .00 460.82 18.09 5.79 1900.08 2586.55 15680.000 20.00 .00 .00 441.73 14200.00 463.41 .00 463.87 11.56 5.54 2993.55 4176.18 15730.000 50.00 .00 .00 441.75 6900.00 457.80 .00 458.14 17.41 4.68 1475.74 1653.7'5 15730.000 50.00 .00 .00 441.75 9700.00 458.98 .00 459.48 22.03 5.67 1710.16 2066.73 15730.000 50.00 .00 .00 441.75 11000.00 460.44 .00 460.91 17.12 5.47 2013.25 2658.82 15730.000 50.00 .00 .00 441.75 14200.00 463.53 .00 463.93 10.55 5.16 3227.70 4371.04 16480.000 750.00 .00 .00 442.70 6900.00 458.92 .00 459.14 10.44 4.54 2754.03 2135.79 * 16480.000 750.00 .00 .00 442.70 9700.00 460.33 .00 460.53 9.39 4.66 3789.68 3165.26 * 16480.000 750.00 .00 .00 442.70 11000.00 461.54 .00 461.69 6.76 4.21 4692.97 4231.32 * 16480.000 750.00 .00 .00 442.70 14200.00 464.30 .00 464.40 : 3.91 3.62 6756.43 7182.87 * 17600.000 1120.00 .00 .00 445.00 7500.00 460.41 .00 461.36 35.89 8,25 1382.32 1251.96 * 17600.000 1120.00 .00 .00 445.00 10500.00 461.68 .00 462.51 32.43 8.44 2270.84 1843.69 * 17600.000 1120.00 .00 .00 445.00 11800.00 462.53 .00 463.15 25.01 7.76 2888.60 2359.41 * 17600.000 1120.00 .00 .00 445.00 15100.00 464.87 .00 465.19 12.86 6.21 4609.92 4211.32 * 17980.000 380.00 .00 .00 446.10 7500.00 461.96 .00 462.12 9.81 3.65 2841.60 2394.76 * 17980.000 380.00 .00 .00 446.10 10500.00 463.09 .00 463.29 10.55 4.14 3539.68 3233.30 * 17980.000 380.00 .00 .00 446.10 11800.00 463.64 .00 463.84 10.26 4.24 3888.20 3684.74 17980.000 380.00 .00 .00 446.10 15100.00 465.45 .00 465.63 7.85 4.17 5081.07 5388.95 18150.000 170.00 .00 .00 446.60 7500.00 462.06 .00 462.39 17.74 5.78 2290.12 1780.44 18150.000 170.00 .00 .00 446.60 10500.00 463.21 .00 463.57 18.57 6.33 2929.10 2436.58 18150.000 170.00 .00 .00 446.60 11800.00 463.75 .00 464.11 17.90 6.40 3244.05 2789.24 18150.000 170.00 .00 .00 446.60 15100.00 465.54 .00 465.83 13.38 6.06 4321.58 4128.70 18210.000 60.00 .00 .00 446.80 7500.00 462.16 .00 462.52 23.33 6.40 2157.80 1552.60 18210.000 60.00 .00 .00 446.80 10500.00 463.32 .00 463.70 23.19 6.84 2791.37 2180.43 18210.000 60.00 .00 .00 446.80 11800.00 463.86 .00 464.23 22.06 6.87 3098.78 2512,51 18210.000 60.00 .00 .00 446.80 15100.00 465.62 .00 465.93 16.14 6.43 4139.81 3758.72 02JAN97 19:29:03 PAGE 18 SECNO XLCH ELTRD ELLC ELHIH Q CWSEL CRIUS EG lO*KS VCH AREA .01K 18240.000 30.00 .00 .00 446.90 7500.00 461.79 .00 462.84 60.75 9.25 1333.94 962.22 18240.000 30.00 .00 .00 446.90 10500.00 463.06 .00 463.95 50.02 9.21 1970.78 1484.56 18240.000 30.00 .00 .00 446.90 11800.00 463.65 .00 464.45 44.34 9.01 2279.78 1772.02 18240.000 30.00 .00 .00 446.90 15100.00 465.52 .00 466.06 27.30 7.88 3330.21 2889.96 18320.000 80.00 .00 .00 447.10 7500.00 462.66 .00 463.21 29.58 7.14 1860.95 1378.99 18320.000 80.00 .00 .00 447.10 10500.00 463.71 .00 464.28 30.35 7.73 2440.64 1906.08 18320.000 80.00 .00 .00 447.10 11800.00 464.20 .00 464.76 28.99 7.78 2724.99 2191.64 18320.000 80.00 .00 .00 447.10 15100.00 465.82 .00 466.26 21.30 7.28 3686.93 3271.95 18450.000 130.00 .00 .00 447.50 7500.00 463.01 .00 463.60 27.87 7.28 1829.16 1420.59 18450.000 130.00 .00 .00 447.50 10500.00 464.07 .00 464.68 29.15 7.92 2420.04 1944.68 18450.000 130.00 .00 .00 447.50 11800.00 464.54 .00 465.15 28.40 8.02 2695.90 2214.18 18450.000 130.00 .00 .00 447.50 15100.00 466.07 .00 466.55 21.86 7.60 3646.31 3229.41 18500.000 50.00 .00 .00 447.60 7500.00 462.79 459.52 463.96 55.01 8.90 1044.60 1011.21 18500.000 50.00 .00 .00 447.60 10500.00 463.70 463.11 465.14 64.14 10.28 1472.31 1311.07 18500.000 50.00 .00 .00 447.60 11800.00 464.19 .00 465.58 60.58 10.34 1743.65 1516.02 18500.000 50.00 .00 .00 447.60 15100.00 465.91 .00 466.82 38.34 9.15 2791.21 2438.68 18514.000 14.00 .00 .00 448.68 7500.00 463.39 .00 464.12 11.63 6.90 1087.19 2198.85 18514.000 14.00 .00 .00 448.68 10500.00 464.00 .00 465.24 18.30 8.95 1175.56 2454.31 18514.000 14.00 .00 .00 448.68 11800.00 464.18 .00 465.68 21.68 9.83 1202.61 2534.03 18514.000 14.00 .00 .00 448.68 15100.00 465.50 .00 467.31 22.98 10.80 1404.48 3150.02 18515.000 1.00 470.50 469.76 448.68 7500.00 463.36 .00 464.16 16.26 7.18 1044.66 1859.77 18515.000 1.00 470.50 469.76 448.68 10500.00 463.95 .00 465.30 26.06 9.33 1127.56 2056.99 18515.000 1.00 470.50 469.76 448.68 11800.00 464.12 .00 465.75 31.08 10.26 1152.23 2116.59 18515.000 1.00 470.50 469.76 448.68 15100.00 465.42 .00 467.40 ~33.90 ' 11.28 1344.12 2593.32 18565.000 50.00 470.50 469.84 448.49 7500.00 463.49 .00 464.25 15.01 6.98 1074.36 1936.00 18565.000 50.00 470.50 469.84 448.49 10500.00 464.21 .00 465.45 23.19 8.95 1175.67 2180.36 18565.000 50.00 470.50 469.84 448.49 11800.00 464.47 .00 465.95 26.93 9.75 1213.66 2273.72 18565.000 50.00 470.50 469.84 448.49 15100.00 465.83 .00 467.61 29.35 10.71 1416.51 2787.22 18566.000 1.00 .00 .00 448.49 7500.00 463.48 .00 464.26 9.62 7.13 1112.00 2418.58 18566.000 1.00 .00 .00 448.49 10500.00 464.17 .00 465.49 14.79 9.27 1212.26 2730.40 18566.000 1.00 .00 .00 448.49 11800.00 464.42 .00 466.00 17.18 10.16 1249.06 2846.79 18566.000 1.00 .00 .00 448.49 15100.00 465.73 .00 467.73 18.66 11.46 1449.13 3495.42 18600.000 34.00 .00 .00 447.40 75~)0.00 464.10 .00 464.44 19.28 5.08 1978.46 1708.18 18600.000 34.00 .00 .00 447.40 10500.00 465.47 .00 465.83 18.16 5.48 2683.81 2463.88 18600.000 34.00 .00 .00 447.40 11800.00 466.06 .00 466.42 17.27 5.56 3003.02 2839.38 18600.000 34.00 .00 .00 447.40 15100.00 467.98 .00 468.28 12.42 5.30 4112.77 4285.51 18615.000 15.00 .00 .00 447.40 7500.00 464.14 .00 464.47 18.97 5.05 1992.23 1721.86 18615.000 15.00 .00 .00 447.40 10500.00 465.50 .00 465.86 17.90 5.45 2699.63 2482.05 18615.000 15.00 .00 .00 447.40 11800.00 466.09 .00 466.45 16.99 5.53 3022.40 2862.76 18615.000 15.00 .00 .00 447.40 15100.00 468.00 .00 468.30 12.27 5.28 4131.15 4311.12 02JAN97 19:29:03 PAGE 19 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K * 18650.000 35.00 .00 .00 447.50 7500.00 463.59 459.95 465.25 65.08 10.59 919,17 929.68 * 18650.000 35.00 .00 .00 447.50 10500.00 465,11 464.89 466.46 53.88 10.53 1743,98 1430.47 * 18650.000 35.00 .00 .00 447.50 11800.00 465.82 .00 466.91 44.70 9.96 2185.94 1764.91 18650.000 35.00 .00 .00 447.50 15100.00 467.92 .00 468.49 24.00 8.07 3630.66 3082.39 * .100 510.00 .00 .00 449.00 7500.00 466.33 .00 466.75 15.79 5.75 2162.99 1887.22 * .100 510,00 .00 .00 449.00 10500.00 467.39 .00 467.92 18.83 6.67 2779.34 2419.57 * .100 510.00 .00 .00 449.00 11800.00 467.70 .00 468.29 20.74 7.12 2963.36 2591.33 .100 510.00 .00 .00 449.00 15100.00 468.85 .00 469.48 21.21 7.62 3649.35 3279.11 * .200 390.00 .00 .00 450.20 7500.00 466.93 .00 467.95 60.19 9.09 1467.97 966.73 * .200 390.00 .00 .00 450.20 10500.00 468.17 .00 469.09 52.67 9.31 2199.77 1446.75 * .200 390.00 .00 .00 450.20 11800.00 468.57 .00 469.50 52.36 9.53 2449.52 1630.75 * .200 390.00 .00 .00 450.20 15100.00 469.75 .00 470.57 45.08 9.50 3210.87 2248.91 * .300 450.00 .00 .00 451.00 7500.00 469.03 .00 469.45 22.96 6.65 2291.92 1565.18 * .300 450.00 .00 .00 451.00 10500,00 470.07 .00 470.57 26.26 7.54 2876.22 2049.11 .300 450.00 .00 .00 451.00 11800.00 470.47 .00 470.99 27.41 7.87 3104.44 2253.70 .300 450.00 .00 .00 451.00 15100.00 471.41 .00 471.99 29.52 8.55 3650.62 2779.06 20540.000 540.00 .00 .00 452.60 7500.00 469.90 .00 470.24 11.91 5.22 2323.82 2173.00 20540.000 540.00 .00 .00 452.60 10500.00 471.04 .00 471.49 14.87 6.19 2835.02 2723.20 20540.000 540.00 .00 .00 452.60 11800.00 471.47 .00 471.96 16,02 6.57 3032.09 2948.31 20540.000 540.00 .00 .00 452.60 15100.00 472.46 ,00 473.06 18.56 7.40 3497.19 3505.27 .500 435.00 .00 .00 454.00 7500.00 470.46 .00 470.64 8.04 3.94 2732.01 2645.07 .500 435.00 .00 .00 454.00 10500.00 471.73 .00 471,98 9.85 4.72 3269.27 3345.29 .500 435.00 .00 .00 454.00 11800.00 472.21 .00 472,49 10.55 5.02 3485.39 3632.78 .500 435.00 .00 .00 454.00 15100.00 47'3.31 .00 473.67 ~12.06 5.69 4001.43 4347.32 * .600 390.00 .00 .00 455.00 7500.00 470.25 466.73 471.70 61.56 9.69 829.62 955.90 * .600 390.00 .00 .00 455.00 10500.00 471.39 468.61 473.29 72.59 11.39 1228.75 1232.42 * .600 390.00 .00 .00 455.00 11800.00 471.87 469.42 473.87 73.94 11.85 1410.57 1372.32 ~ .600 390.00 .00 .00 455.00 15100.00 473.06 472.76 475.12 71.86 12.53 1903.48 1781.23 21690.000 325.00 .00 .00 455.90 7500.00 472.10 .00 473.69 58.88 10.29 901.35 977.43 21690.000 325.00 .00 .00 455.90 10500.00 473.60 472.22 475.43 62.26 11.55 1362.57 1330.75 21690.000 325.00 .00 .00 455.90 11800.00 474.13 473.10 476.03 63.21 11.96 1562.56 1484.17 21690.000 325.00 .00 .00 455.90 15100.00 475.20 .00 477.25 66.69 12.96 1998.39 1849.11 * 1.000 530.00 .00 .00 457.30 7500.00 474.72 .00 475.57 22.38 7.81 1282.94 1585.39 * 1.000 530.00 .00 .00 457.30 10500.00 476.44 .00 477.39 23.00 8.63 1766.41 2189.40 * 1.000 530.00 .00 .00 457.30 11800.00 477.02 .00 478.03 23.71 9.01 1931.52 2423.19 * 1.000 530.00 .00 .00 457.30 15100.00 478.23 .00 479.41 26.15 9.97 2276.27 2952.80 * 22600.000 380.00 .00 .00 458.60 7500.00 475.44 .00 477.01 51.53 10.78 1025.11 1044.83 * 22600.000 380.00 .00 .00 458.60 10500.00 477.21 .00 478.80 48.67 11.49 1477.22 1505.10 * 22600,000 380.00 ,00 .00 458,60 11800,00 477,83 .00 479,45 48.61 11.82 1640,38 1692,39 22600,000 380.00 ,00 .00 458.60 15100.00 479.15 .00 480,89 49.78 12.68 2001.37 2140,23 02JAN97 19:29:03 PAGE 20 SECNO XLCH ELTRD ELLC ELHIN Q CNSEL CRINS EG lO*KS VCH AREA .01K * 2.000 570.00 .00 .00 459.60 7500.00 478.00 .00 478.94 22.91 8.12 1143.55 1566.94 2.000 570.00 .00 .00 459.60 10500.00 479.60 .00 480.81 26.75 9.48 1459.63 2029.97 2.000 570.00 .00 .00 459.60 11800.00 480.19 .00 481.51 28.23 10.00 1581.65 2221.05 2.000 570.00 .00 .00 459.60 15100.00 481.50 .00 483.09 31.57 11.17 1866.86 2687.26 23900.000 730.00 .00 .00 463.00 7500.00 479.98 .00 480.42 17.19 5.39 1509.75 1809.07 23900.000 730.00 .00 .00 463.00 10500.00 481.82 ,00 482.33 15.49 5.86 2126.06 2667.53 23900.000 730.00 .00 .00 463.00 11800.00 482.51 .00 483.04 15.04 6.04 2377.86 3043.12 * 23900.000 730.00 .00 .00 463.00 15100.00 484.08 .00 484.66 14.30 6.46 2957.99 3992.94 3.000 465.00 .00 .00 463.80 7500.00 480.66 .00 481.09 12.50 5.46 1561.69 2121.49 3.000 465.00 .00 .00 463.80 10500.00 482.44 .00 483.00 13.25 6.25 2026.78 2884.71 3.000 465.00 .00 .00 463.80 11800.00 483.11 .00 483.71 13.51 6.54 2216.39 3209.86 3.000 465.00 .00 .00 463.80 15100.00 484.63 .00 485.34 14.11 7.20 2663.67 4019.52 * 4.000 560.00 .00 .00 464.84 7500.00 481.49 .00 482.19 29.15 6.73 1124.47 1389.11 * 4.000 560.00 .00 .00 464.84 10500.00 483.25 .00 484.18 30.83 7.81 1398.02 1891.10 * 4.000 560.00 .00 .00 464.84 11800.00 483.90 .00 484.94 31.58 8.22 1516.34 2099.71 * 4.000 560.00 .00 .00 464.84 15100.00 485.38 .00 486.64 33.10 9.14 1821.35 2624.45 5.000 145.00 .00 .00 465.90 7500.00 481.96 .00 482.54 19.17 6.19 1298.90 1713.16 5.000 145.00 .00 .00 465.90 10500.00 483.84 .00 484.56 19.88 7.01 1760.28 2355.00 5.000 145.00 .00 .00 465.90 11800.00 484.57 .00 485.32 19.84 7.27 1967.16 2649.05 5.000 145.00 .00 .00 465.90 15100.00 486.23 .00 487.04 19.31 7.75 2515.55 3436.45 24930.000 220.00 .00 .00 466.40 7500.00 482.49 .00 482.92 15.11 5.92 1725.47 1929.68 24930.000 220.00 .00 .00 466.40 10500.00 484.42 .00 484.95 15.91 6.70 2193.15 2632.21 24930.000 220.00 .00 .00 466.40 11800.00 485.15 .00 485.72 16.24 6.99 2379.71 2928.46 24930.000 220.00 .00 .00 466.40 15100.00 486.77 .00 487.43 ~17.02 7.67 2822.89 3659.68 6.000 90.00 .00 .00 466.80 7500.00 482.35 .00 483.21 25.28 7.62 1143.06 1491.67 6.000 90.00 .00 .00 466.80 10500.00 484.22 .00 485.28 27.20 8.71 1534.29 2013.16 6.000 90.00 .00 .00 466.80 11800.00 484.92 .00 486.06 27.62 9.07 1709.67 2245.26 6.000 90.00 .00 .00 466.80 15100.00 486.53 .00 487.78 28.03 9.81 2136.50 2851.92 * 25085.000 80.00 .00 .00 467.10 7500.00 481.84 .00 483.94 104.28 11.66 660.91 734.45 * 25085.000 80.00 .00 .00 467.10 10500.00 483.66 482.47 486.03 89.48 12.57 942.24 1110.03 * 25085.000 80.00 .00 .00 467.10 11800.00 484.41 483.40 486.77 82.08 12.70 1103.26 1302.50 * 25085.000 80.00 .00 .00 467.10 15100.00 486.12 .00 488.41 68.09 12.90 1499.70 1829.87 25135.000 50.00 .00 .00 467.00 7500.00 482.95 .00 484.39 58.63 9.73 840.91 979.47 25135.000 50.00 .00 .00 467.00 10500.00 484.85 .00 486.44 52.19 10.51 1215.28 1453.47 25135.000 50.00 .00 .00 467.00 11800.00 485.49 .00 487.16 51.65 10.87 1351.43 1641.96 25135.000 50.00 .00 .00 467.00 15100.00 486.89 .00 488.75 50.98 11.70 1670.01 2114.84 25185.000 50.00 .00 .00 467.60 7500.00 483.48 .00 484.66 41.08 10.01 1154.66 1170.19 25185.000 50.00 .00 .00 467.60 10500.00 485.70 .00 486.69 31.76 9.83 1765.99 1863.20 25185.000 50.00 .00 .00 467.60 11800.00 486.46 .00 487.41 29.75 9.84 2003.96 2163.52 25185.000 50.00 .00 .00 467.60 15100.00 488.12 .00 489.01 26.42 9.93 2570.98 2937.47 02JAN97 19:29:03 PAGE 21 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 25235,000 50.00 .00 .00 467,90 7500.00 484.08 .00 484.85 23.30 7.54 1314.94 1553.72 25235.000 50.00 .00 .00 467.90 10500.00 486.04 .00 486.84 21.51 8.06 1873.97 2263.76 25235.000 50.00 .00 .00 467.90 11800.00 486.75 .00 487.55 20.74 8.20 2108.23 2590.83 25235.000 50.00 .00 .00 467.90 15100.00 488.33 .00 489.13 19.37 8.52 2696.07 3430.74 25285.000 50.00 .00 .00 467.40 7500.00 482.58 482.46 485.79 111.44 14.63 585.32 710.46 25285.000 50.00 .00 .00 467.40 10500.00 484.83 484.83 487.74 88.06 14.78 1007.42 1118.91 25285.000 50.00 .OO .00 467.40 11800.00 485.82 485.82 488.35 74.13 14.25 1265.26 1370.56 25285.000 50.00 .00 .00 467.40 15100.00 487.71 .00 489.58 53.64 13.20 1868.63 2061.82 25335.000 50.00 .00 .00 467.30 7500.00 485.79 .00 486.23 14.84 5.48 1602.90 1947.23 25335.000 50.00 .00 .00 467.30 10500.00 487.63 .00 488.11 13.70 5.92 2238.28 2837.22 25335.000 50.00 .00 .00 467.30 11800.00 488.15 .00 488.67 14.18 6.20 2440.91 3134.15 25335.000 50.00 .00 .00 467.30 15100.00 489.20 .00 489.81 15.86 6.94 2869.16 3791.50 25385.000 50.00 .00 .00 467.90 7500.00 485.90 .00 486.30 14.97 5.27 1708.64 1938.55 25385.000 50.00 .00 .00 467.90 10500.00 487.78 .00 488.18 12.70 5.52 2465.18 2946.64 25385.000 50.00 .00 .00 467.90 11800.00 488.32 .00 488.74 12.85 5.73 2711.28 3292.35 25385.000 50.00 .00 .00 467.90 15100.00 489.40 .00 489.90 13.77 6.31 3231.23 4069.35 25470.000 85.00 .00 .00 468.00 7500.00 486.00 .00 486.42 10.65 5.31 1572.61 2298.14 25470.000 85.00 .00 .00 468.00 10500.00 487.82 .00 488.34 11.26 6.02 2255.62 3128.76 25470.000 85.00 .00 .00 468,00 11800.00 488.35 .00 488.91 11.79 6.33 2541.50 3437.06 25470.000 85.00 .00 .00 468.00 15100.00 489.44 .00 490.08 13.11 7.02 3192.09 4169.75 25500.000 30.00 486.90 485.00 468.70 7500.00 487.04 .00 487.33 5.72 4.39 1965.72 3134.85 25500.000 30.00 486.90 485.00 468.70 10500.00 488.84 .00 489.19 6.33 5.02 2903.63 4173.45 25500.000 30.00 486.90 485.00 468.70 11800.00 489.34 .00 489.72 6.75 5.29 3232.75 4540.18 25500.000 30.00 486.90 485.00 468.70 15100.00 490.29 .00 490.75 ¢ 8.05 6.01 3911.94 5321.25 25585.000 85.00 .00 .00 468.90 7500.00 487.03 .00 487.46 9.33 5.48 1682.33 2455.49 25585.000 85.00 .00 .00 468.90 10500.00 488.80 .00 489.36 10.77 6.41 2197.04 3199.92 25585.000 85.00 .00 .00 468.90 11800.00 489.29 .00 489.92 11.80 6.85 2368.03 3435,82 25585.000 85.00 .00 .00 468.90 15100.00 490.19 .00 491.02 14.86 7.99 2766.04 3917.45 25635.000 50.00 .00 .00 468.80 7500.00 486.72 .00 487.69 25.70 8.25 1105.22 1479.44 25635.000 50.00 .00 ,00 468.80 10500.00 488.45 .00 489.62 27.60 9.35 1610.41 1998.63 25635.000 50.00 .00 .00 468.80 11800.00 488.94 .00 490.18 28.93 9.79 1808.81 2193.92 25635.000 50.00 .00 .00 468.80 15100.00 489.83 .00 491.31 33.78 11.02 2192.80 2598.03 25685.000 50.00 .00 .00 469.10 7500.00 487.23 .00 487.84 19.23 6.32 1268,63 1710.38 25685.000 50.00 .00 .00 469.10 10500.00 489.07 .00 489.77 18.63 7.00 1884.93 2432.73 25685.000 50.00 .00 .00 469.10 11800.00 489.60 .00 490.35 19.16 7.31 2102.97 2695.76 25685.000 50.00 .00 .00 469.10 15100.00 490.61 .00 491.50 21.40 8.15 2558.10 3263.82 02JAN97 19:29:03 PAGE 22 GRAPEVINE CREEK - CREEKV SUMMARY PRINTOUT TABLE 150 SECNO g CgSEL DIFgSP DIFNSX DIFKWS TOPNIO XLCH 15350.000 6900.00 456.38 .00 .00 .00 495.02 .00 15350.000 9700.00 457.45 1.07 .00 .00 592.22 .00 15350.000 11000.00 457.86 .41 .00 .00 619.07 .00 15350.000 14200.00 458.75 .89 .00 .00 671.43 .00 * 15440.000 6900.00 457.06 .00 .68 .00 145.79 90.00 * 15440.000 9700.00 458.01 .95 .56 .00 147.00 90.00 * 15440.000 11000.00 458.35 .34 .49 .00 147.00 90.00 15440.000 14200.00 459.08 .74 .33 .00 147.00 90.00 15470.000 6900.00 457.08 .00 .02 .00 145.92 30.00 15470.000 9700.00 458.05 .97 .04 .00 147.00 30.00 15470.000 11000.00 458.40 .35 .05 .00 147.00 30.00 15470.000 14200.00 460.60 2.20 1.51 .00 681.44 30.00 * 15520.000 6900.00 456.93 .00 .16 .00 463.79 50.00 * 15520.000 9700.00 457.92 1.00 -.13 .00 603.68 50.00 * 15520.000 11000.00 458.30 .38 '.10 .00 656.50 50.00 15520.000 14200.00 461.00 2.70 .40 .00 958.53 50.00 * 15600.000 6900.00 457.51 .00 .58 .00 129.00 80.00 15600.000 9700.00 458.48 .96 .55 .00 129.00 80.00 15600.000 11000.00 458.78 .31 .48 .00 129.00 80.00 15600.000 14200.00 460.88 2.10 -.12 .00 129.00 80.00 15610.000 6900.00 457.55 .00 .03 .00 129.00 10.00 15610.000 9700.00 458.54 1.00 .07 .00 129.00 10.00 15610.000 11000.00 460.00 1.46 1.22 .00 129.00 10.00 15610.000 14200.00 463.02 3.02 2.14 .00 523.20 10.00 15630.000 6900.00 457.56 .00 .01 .00 182.17 20.00 15630.000 9700.00 458.57 1.02 .03 .00 188.7-/ 20.00 15630.000 11000.00 460.07 1.49 .07 .00 198.60 20.00 15630.000 14200.00 463.21 3.14 .19 .00 610.54 20.00 15640.000 6900.00 457.60 .00 .04 .00 176.97 10.00 15640.000 9700.00 458.63 1.04 ,06 ,00 184.11 10.00 15640.000 11000.00 460.11 1.48 .05 .00 194.20 10.00 15640.000 14200.00 463.24 3.13 .03 .00 611.61 10.00 15650.000 6900.00 457.61 .00 .01 .00 177.05 10.00 15650.000 9700.00 458.65 1.04 .02 .00 184.20 10.00 15650.000 11000.00 460.13 1.48 .01 .00 194.34 10.00 15650.000 14200.00 463.25 3.12 .01 .00 614.48 '10.00 02JAN97 19:29:03 PAGE 23 SECNO Q CNSEL D[FNSP DIFWSX DIFKNS TOPNID XLCH 15660.000 6900.00 457.53 .00 -.08 .00 156.08 10.00 15660.000 9700.00 458.52 .99 -.13 .00 163.51 10.00 15660.000 11000.00 460.00 1.48 -.12 .00 175.03 10.00 15660.000 14200.00 463.15 3.14 -.10 .00 582.74 10.00 15680.000 6900.00 457.69 .00 .16 .00 172.99 20.00 15680.000 9700.00 458.81 1.12 .29 .00 180.26 20.00 15680.000 11000.00 460.29 1.49 .29 .00 190.71 20.00 15680.000 14200.00 463.41 3.11 .26 .00 623.72 20.00 15730.000 6900.00 457.80 .00 .11 .00 195.69 50.00 157'30.000 9700.00 458.98 1.18 .17 .00 202.28 50.00 157'30.000 11000.00 460.44 1.47 .15 .00 212.97 50.00 15730.000 14200.00 463.53 3.08 .12 .00 666.67 50.00 16480.000 6900.00 458.92 .00 1.12 .00 729.54 750.00 * 16480.000 9700.00 460.33 1.41 1.35 .00 740.93 750.00 * 16480.000 11000.00 461.54 1.22 1.10 .00 744.54 750.00 * 16480.000 14200.00 464.30 2.76 .77 .00 752.73 750.00 * 17600.000 7500.00 460.41 .00 1.49 .00 644.23 1120.00 * 17600.000 10500.00 461.68 1.27 1.35 .00 730.57 1120.00 * 17600,000 11800.00 462,53 .85 .98 ,00 733,12 1120.00 * 17600.000 15100.00 464.87 2.34 .57 .00 740.21 1120.00 * 17980.000 7500.00 461.96 .00 1.55 .00 606.16 380.00 * 17980.000 10500.00 463.09 1.13 1.41 .00 631.30 380.00 * 17980.000 11800.00 463.64 .55 1.11 .00 643.51 380.00 17980.000 15100.00 465.45 1.81 .58 .00 666.48 380.00 18150.000 7500.00 462.06 .00 .10 .00 546.62 170.00 18150.000 10500.00 463.21 1.14 .12 .00 572.41 170.00 18150.000 11800.00 463.75 .54 .12 .00 584.70 170.00 18150.000 15100.00 465.54 1.79 .09 .00 621.25 170.00 18210.000 7500.00 462.16 .00 .10 .00 530.04 60.00 18210.000 10500.00 463.32 1.16 .11 .00 559.75 60.00 18210.000 11800.00 463.86 .54 .11 .00 573.61 60.00 18210.000 15100.00 465.62 1.76 .08 .00 615.07 60.00 * 18240.000 7500.00 461.79 .00 -.37 .00 481.09 30.00 * 18240.000 10500.00 463.06 1.27 '.26 .00 518.41 30.00 18240.000 11800.00 463.65 .59 -.21 .00 537.19 30.00 18240.000 15100.00 465.52 1.87 -.10 .00 589.34 30.00 * 18320.000 7500.00 462.66 .00 .87 .00 540.15 80.00 18320.000 10500.00 463.71 1.05 .65 .00 565.83 80.00 18320.000 11800.00 464.20 .49 .55 .00 577.81 80.00 18320.000 15100.00 465.82 1.62 .30 .00 615.69 80.00 02JAN9? 19:29:03 PAGE 24 SECNO Q CNSEL D[FNSP DIFNSX DIFKNS TOPN[D XLCH 18450.000 7500.00 463.01 .00 .35 .00 537.52 130.00 18450.000 10500.00 464.07 1.06 .36 .00 572.63 130.00 18450.000 11800.00 464.54 .47 .34 .00 591.58 130.00 18450.000 15100.00 466.07 1.53 .25 .00 652.19 130.00 18500.000 7500.00 462.79 .00 -.22 .00 436.6/+ 50.00 * 18500.000 10500.00 463.70 .91 -.37 .00 519.68 50.00 * 18500.000 11800.00 464.19 .50 -.35 .00 568.42 50.00 18500.000 15100.00 465.91 1.71 -.16 .00 646.94 50.00 * 18514.000 7500.00 463.39 .00 .60 .00 143.71 14.00 * 18514.000 10500.00 464.00 .61 .30 .00 147.50 14.00 * 18514.000 11800.00 464.18 .19 -.01 .00 148.64 14.00 18514.000 15100.00 465.50 1.32 -.41 .00 156.87 14.00 18515.000 7500.00 463.36 .00 -.03 .00 138.47 1.00 18515.000 10500.00 463.95 .59 -.05 .00 142.16 1.00 18515.000 11800.00 464.12 .17 -.06 .00 143.23 1.00 18515.000 15100.00 465.42 1.30 -.08 .00 151.35 1.00 18565.000 7500.00 463.49 .DO .13 .00 138.64 50.00 18565.000 10500.00 464.21 .72 .26 .00 143.02 50.00 18565.000 11800.00 464.4? .26 .35 .00 144.63 50.00 18565.000 15100.00 465.83 1.36 .41 .00 152.94 50.00 18566.000 7500.00 463.48 .00 -.01 .00 143.61 1.00 18566.000 10500.00 464.17 .69 -.03 .00 147.80 1.00 18566.000 11800.00 464.42 .25 -.05 .00 149.31 1.00 18566,000 15100.00 465.7'5 1.30 -.11 .00 157.27 1.00 18600.000 7500.00 464.10 .00 .62 .00 494.13 34.00 18600.000 10500.00 465.47 1.37 1.30 .00 537.39 34.00 18600.000 11800.00 466.06 .59 1.64 .00 553.96 34.00 18600.000 15100.00 467.98 1.92 2.25 .00 602.51 34.00 18615.000 7500.00 464.14 .00 .03 .00 495.25 15.00 18615.000 10500.00 465.50 1.37 .03 .00 538.22 15.00 18615.000 11800.00 466.09 .59 .03 .00 554.95 15.00 18615.000 15100.00 468.00 1.91 .02 .00 603.25 15.00 * 18650.000 7500.00 463.59 .00 -.55 .00 418.35 35.00 * 18650.000 10500.00 465.11 1.52 -.40 .00 607.58 35.00 * 18650.000 11800.00 465.82 .71 -.28 .00 631.63 35.00 18650.000 15100.00 467.92 2.11 '.07 .00 760.00 35.00 * .100 7500.00 466.33 .00 2.74 .00 561.38 510.00 * .100 10500.00 467.39 1.07 2.28 .00 582.92 510.00 * .100 11800.00 467.70 .31 1.89 .00 589.20 510.00 .100 15100.00 468.85 1.15 .93 .00 609.94 510.00 02JAN97 19:29:03 PAGE 25 SECNO Q CgSEL DIFWSP DIFWSX DIFK~S TOP, ID XLCH * .200 7500.00 466.93 .00 .60 .00 545.25 390.00 * .200 10500.00 468.17 1.25 .78 .00 620.31 390.00 * .200 11800.00 468.57 .40 .87 .00 632.27 390.00 * .200 15100.00 469.75 1.17 .89 .00 667.42 390.00 .300 7500.00 469.03 .00 2.10 .00 541.83 450.00 .300 10500.00 470.07 1.05 1.90 .00 572.84 450.00 .300 11800.00 470.47 .40 1.89 .00 577.33 450.00 .300 15100.00 471.41 .94 1.66 .00 587.96 450.00 20540.000 7500.00 469.90 .00 .87 .00 438.12 540.00 20540.000 10500.00 471.04 1.14 .97 .00 456.40 540.00 20540.000 11800.00 471.47 .43 1.00 .00 463.15 540.00 20540.000 15100.00 472.46 .99 1.06 .00 480.52 540.00 .500 7500.00 470.46 .00 .56 .00 401.63 435.00 .500 10500.00 471.7~ 1.27 .69 .00 444.79 435.00 .500 11800.00 472.21 .48 .74 .00 457.93 435.00 .500 15100.00 473.31 1.10 .85 .00 478.87 435.00 * .600 7500.00 470.25 .00 -.21 .00 324.95 390.00 * .600 10500.00 471.39 1.15 -.33 .00 370.84 390.00 * .600 11800.00 471.87 .48 -.34 .00 389.96 390.00 * .600 15100.00 473.06 1.18 -.25 .00 442.65 390.00 21690.000 7500.00 472.10 .00 1.85 .00 252.46 21690.000 10500.00 473.60 1.50 2.21 .00 361.41 325.00 21690.000 11800.00 474.13 .53 2.26 .00 393.97 325.00 21690.000 15100.00 475.20 1.06 2.14 .00 425.86 325.00 * 1.000 7500.00 474.72 .00 2.62 .00 276.59 530.00 * 1.000 10500.00 476.44 1.72 2.83 .00 283.69 530.00 * 1.000 11800.00 477.02 .58 2.89 .00 284.58 530.00 * 1.000 15100.00 478.23 1.21 3.03 .00 287.09 530.00 * 22600.000 7500.00 475.44 .00 .73 .00 248.77 380.00 * 22600.000 10500.00 477.21 1.77 .77 .00 262.38 380.00 * 22600.000 11800.00 477.83 .62 .81 .00 267.12 380.00 22600.000 15100.00 479.15 1.32 .92 .00 281.40 380.00 * 2.000 7500.00 478.00 .00 2.56 .00 190.41 570.00 2.000 10500.00 479.60 1.60 2.39 .00 204.80 570.00 2.000 11800.00 480.19 .59 2.36 .00 210.47 570.00 2.000 15100.00 481.50 1.31 2.35 .00 224.89 570.00 23900.000 7500.00 479.98 .00 1.98 .00 308.21 730.00 23900.000 10500.00 481.82 1.84 2.22 .00 358.55 730,00 23900.000 11800.00 482.51 .69 2.33 .00 366.32 730.00 * 23900.000 15100.00 484.08 1.56 2.58 .00 375.45 730.00 02JAN97 19:29:03 PAGE 26 SECNO Q CNSEL DIFWSP DIFWSX DIFKNS TOPWID XLCH 3.000 7500.00 480.66 .00 .68 .00 232.23 465.00 3.000 10500.00 482.44 1.79 .62 .00 279.43 465.00 3.000 11800.00 483.11 .67 .60 .00 286.15 465.00 3.000 15100.00 484.63 1.52 .55 .00 303.89 465.00 * 4.000 7500.00 481.49 .00 .83 .00 141.41 560.00 * 4.000 10500.00 483.25 1.76 .80 .00 173.84 560.00 * 4.000 11800.00 483.90 .65 .79 .00 187.92 560.00 * 4.000 15100.00 485.38 1.48 .75 .00 224.59 560.00 5.000 7500.00 481.96 .00 .47 .00 215.62 145.00 5.000 10500.00 483.84 1.89 .60 .00 272.36 145.00 5.000 11800.00 484.57 .72 ,67 .00 299.53 145.00 5.000 15100.00 486.23 1.66 .85 .00 348.81 145.00 24930.000 7500.00 482.49 .00 .53 .00 227.34 220.00 24930.000 10500.00 484.42 1.94 .58 .00 254.25 220.00 24930.000 11800.00 485.15 .72 .58 .00 262.22 220.00 24930.000 15100.00 486.77 1.62 .54 .00 281.42 220.00 6.000 7500.00 482.35 .00 -.14 .00 188.27 90.00 6.000 10500.00 484.22 1.86 -.21 .00 238.46 90.00 6.000 11800.00 484.92 .71 -.23 .00 257.89 90.00 6.000 15100.00 486.53 1.61 -.24 .00 271.94 90.00 * 25085.000 7500.00 481.84 .00 -.51 .00 124.43 80.00 * 25085.000 10500.00 483.66 1.82 -.55 .00 198.36 80.00 * 25085.000 11800.00 484.41 .75 -.51 .00 223.09 80.00 * 25085.000 15100.00 486.12 1.71 '.41 .00 240.44 80.00 25135.000 7500.00 482.95 .00 1.11 .00 170.56 50.00 25135.000 10500.00 484.85 1.90 1.19 .00 212.82 50.00 25135.000 11800.00 485.49 .64 1.08 .00 218.66 50.00 25135.000 15100.00 486.89 1.41 .77 .00 232.62 50.00 25185.000 7500.00 483.48 .00 .53 .00 244.43 50.00 25185.000 10500.00 485.70 2.23 .86 .00 304.27 50.00 25185.000 11800.00 486.46 .76 .98 .00 323.06 50.00 25185.000 15100.00 488.12 1.66 1.23 .00 364.00 50.00 25235.000 7500.00 484.08 .00 .60 .00 257.59 50.00 25235.000 10500.00 486.04 1.95 .33 .00 316.33 50.00 25235.000 11800.00 486.75 .71 .28 .00 342.98 50.00 25235.000 15100.00 488.33 1.58 .21 .00 398.94 50.00 * 25285.000 7500.00 482.58 .00 -1.51 .00 136.68 50.00 * 25285.000 10500.00 484.83 2.26 -1.20 .00 237.69 50.00 * 25285.000 11800.00 485.82 .99 '.92 .00 282.12 50.00 * 25285.000 15100.00 487.71 1.89 '.61 .00 354.37 '50.00 02JAN97 19:29:03 PAGE 27 SECNO Q CNSEL D[F~SP DIFNSX DIFKNS TOPNID XLCH * 25335.000 7500.00 485.79 .00 3.21 .00 307.35 50.00 * 25335.000 10500.00 487.63 1.85 2.80 .00 378.30 50.00 * 25335.000 11800.00 488.15 .52 2.33 .00 396.18 50.00 * 25335.000 15100.00 489.20 1.04 1.48 .00 424.43 50.00 25385.000 7500.00 485.90 .00 .12 .00 358.32 50.00 25385.000 10500.00 487.78 1.88 .15 .00 446.99 50.00 25385.000 11800.00 488.32 .54 .16 .00 465.32 50.00 25385.000 15100.00 489.40 1.09 .21 .00 492.69 50.00 25470.000 7500.00 486.00 .00 .09 .00 262.38 85.00 25470.000 10500.00 487.82 1.82 .04 .00 504.99 85.00 25470.000 11800.00 488.35 .53 .04 .00 559.81 85.00 25470.000 15100.00 489.44 1.08 .03 .00 641.71 85.00 25500.000 7500.00 487.04 .00 1.05 .00 378.56 30.00 25500.000 10500.00 488.84 1.80 1.02 .00 625.14 30.00 25500.000 11800.00 489.34 .51 .99 .00 676.96 30.00 25500.000 15100.00 490.29 .95 .85 .00 748.84 30.00 25585.000 7500.00 487.03 .00 -.01 .00 252.76 85.00 25585.000 10500.00 488.80 1.~'/ -.04 .00 335.86 85.00 25585.000 11800.00 489.29 .49 -.05 .00 364.30 85.00 25585.000 15100.00 490.19 .90 -.10 .00 593.21 85.00 * 25635.000 7500.00 486.72 .00 -.31 .00 175.53 50.00 * 25635.000 10500.00 488.45 1.75 -.35 .00 393.18 50.00 * 25635.000 11800.00 488.94 .49 -.35 .00 412.87 50.00 * 25635.000 15100.00 489.83 .89 '.36 .00 448.54 50.00 25685.000 7500.00 487.23 .00 .51 .00 196.90 50.00 25685.000 10500.00 489.07 1.84 .62 .00 402.63 50.00 25685.000 11800.00 489.60 .53 .65 .00 421.16 50.00 25685.000 15100.00 490.61 1.02 .78 .00 500.67 50.00 02JAN97 19:29:03 PAGE 28 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 15440.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15440.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15440.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNI#G SECNO= 15520.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15520.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15520.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 2 CONVEYANCE CHANGE OUTS[DE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17980.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17980.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17980.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18240.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18240.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18320.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18500.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 3 CONVEYANCE CHANGE OUTS[DE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 02JAN97 19:29:03 PAGE 29 WARNING SECNO= ,600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .&O0 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .&O0 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAR#lNG SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 4 CONVEYANCE CHANGE OUTS[DE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25285.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 25285.000 PROFILE= 2 CRITICAL DEPTH ASSUHED CAUTION SECNO= 25285.000 PROFILE= 2 HINIHUH SPECIFIC ENERGY CAUTION SECNO= 25285.000 PROFILE= 3 CRITICAL DEPTH ASSUHED CAUTION SECNO= 25285.000 PROFILE= 3 HININUN SPECIFIC ENERGY WARNING SECNO= 25285.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE * HEC-2 WATER SURFACE PROFILES * * U.S. ARHY CORPS OF ENGINEERS * . * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * , * * DAVIS, CALIFORNIA 95616-4687 * * RUN OATE 04JAN97 TIME 15:07:47 * * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 04JAN97 15:07:48 PAGE 1 THIS RUN EXECUTED 04JAN97 15:07:48 HEC-2 WATER SURFACE PROFILES Version 4.6.2; Nay 1991 T1 EXISTING CONDITION WATERSHED MODEL - EXISTING FLOOD PLAIN CONDITIONS T2 MODEL CAREX3.DAT - BASED ON CAREX2.DAT FLOt~ LIMITS ADDED T3 IO0-YEAR FLO00 PLAIN-1ST PROFILE, FLOOOWAY-2ND PROFILE NOV. 1996 T4 CARTER ADDITION EFFECTIVE FLO~ LIMITS ADDED SECTS. 18600 - 18650 TS SECTION 19034, 19320, AND 19662 ADDED FROM SURVEY T6 FEMA MOOEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL T7 FEMA MODEL SECTION 0.2 IS SECTION 19550 IN THIS MODEL T8 FEMA MODEL SECTION 0.3 IS SECTION 20000 IN THIS MODEL T9 BEGIN WITH ~.S.E. AT SECTION 18500 FROM CAREXl.DAT (FEMA GABRENC) J1 ICHECK INQ NINV IDIR STRT METRIC HVINS O WSEL FQ O. 4 464.19 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 200 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10. -10. NC .07 .07 .05 .1 .~ QT 6 7500 1050 0 11800 15100 16000 11800 ET 8.1 4800 5150 PROFILE SECTION K - SURVEY SECTION 11 END LAND DEVELOPEMENT FILL ON LEFT OVERBANK Xl 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GE 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 4983 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GE 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 04JAN97 15:07:48 PAGE 2 NC .028 .3 .5 ET 8.11 1390 1795.0 Xl 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GE 470.6 118~ 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GE 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GE 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 47'5.65 16~0.7 47'5.8 1698 47'5.8 1757 GR 473.5 1807 47'5.6 1857 473.6 1898 473.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT BRIDGE -- DATA UPDATE ON OCT. 1987 MOORE ROAD - DOWNSTREAM SIDE X1 18515 38 1513 1(>B0.7 1 1 1 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 473.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 BT 1698 47'5.8 0 1757 473.8 0 1807 47-5.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 = 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 473.65 1680.9 473.8 1698 473.8 1757 473.5 1807 GE 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1410 1780.0 MOORE ROAD - UPSTREAM SIDE X1 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 aT 1457 472.2 0 1501 472.5 0 1513 472.66 468.~ BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 47'5.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GE 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 ~55.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 475.5 1807 04JAN97 15:07:48 PAGE 3 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1470 1720 Xl 18566 33 1540.15 1651.3 1 1 1 GE 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GE 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 47-5.6 1857 476.6 1898 NC .05 ET 5.1 1155, 1530, 8,1 1290 1530 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM Xl 18600 19 1350 1500 34 34 34 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GE 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1140. 1542. 8.1 1275 1542 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM Xl 184)15 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GE 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GE 447.4 1428 457.6 1444 461 1500 462.7 1550 ~ 464 1600 GE 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1575. 2000. 8.1 1690 1980 ADD EFFECTIVE FLOW LZMITS DUE TO BRIDGE DOWNSTREAM Xl 18650 32 1805 1868 35 35 35 .7 GR 482.6 1100 478.3 1200 469.2 1300 465.2 1372 463.3 1376 GR 467.3 1384 466.8 1400 466.5 1416 463.4 1434 463.6 1500 GR 462.3 1600 461.6 1700 462.4 1805 447.5 1830 446.8 1841 GE 448.1 1853 462.0 1868 462.3 1900 463.1 2000 467.3 2100 GE 472.3 2133 473.2 2134 472.7 2140 470.7 2157 475.6 2185 GR 476.4 2200 477.0 2250 478.2 2263 478.6 2284 477.7 2300 GR 476.2 2321 478.3 2349 QT 6 7500 10500 11800 15100 16500 11800 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 305. 661. 04JAN97 15:07:48 PAGE 4 SURVEYED SECTION ADDED TO BASE MOOEL BY JP ENGRS. Xl 19034. 20. 509. 562. 240. 140. 384. GE 470.65 100. 465.7 149. 462.2 199. 461.9 256. 462.8 435. GE 463.8 509. 462.0 515. 457.0 517. 453.8 524. 449.4 527. GR 448. 540. 448.2 546. 451.5 547. 454.1 553. 461.9 562. GR 463.5 625. 463.6 668. 464.3 691. 470.3 705. 472. 711. ET 8.1 335 650 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.1 IN FEMA MOOEL. X1 19160. 20. 465. 560. 90. 135. 126. GR 478. O. 476. 10. 474. 25. 472. 35. 470. 65. GR 468. 80. 466. 100. 464. 120. 464. 465. 460. 480. GR 450. 500. 449. 510. 449. 520. 450. 530. 460. 550. GR 462. 560. 464. 625. 466. 655. 470. 695. 471. 715. ET 8.1 313. 643. SURVEYED SECTION ADDED TO SASE MOOEL BY JP ENGRS. X1 19320. 20. 502. 540. 110. 200. 160. GR 472. 100. 470.9 106. 465.7 180. 463.9 260. 463.0 336. GR 463.8 412. 463.9 442. 462.7 502. 453.1 506. 450.3 512. GR 447.9 521. 449.3 534. 453.0 535. 463.2 540. 463.7 564. GR 463.2 592. 464.5 667. 468.1 758. 471.3 785. 472. 808. ET 8.1 172.5 : 530 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 THIS SECTION NAMED 0.2 IN FEMA MOOEL. Xl 19550. 20. 310. 385. 180. 65. 230. GR 478. O. 476. 35. 474. 50. 472. 80. 470. 105. GR 468. 145. 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. GR 468. 760, 470. 780. 472. 785. 474. 802. 475. 810. ET 8.1 312. 730. SURVEYED SECTION AODED TO BASE MOOEL BY JP ENGRS. Xl 19662. 22. 391. 450. 115. 170. 112. GR 477.4 100. 470.7 201. 467.5 289. 466.9 333. 464.0 391. GR 458.0 395. 450.8 407. 450.4 410. 452.1 434. 465.3 450. GR 465.9 468. 465.4 539. 465.6 595. 465.3 659. 464.9 723. GR 465.6 814, 465.6 840, 467.3 886. 467.8 900. 470, 914. GR 472.0 920. 474.0 929. 04JAN97 15:07:48 PAGE 5 ET 8.1 158.5 528.5 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 TNIS SECTION NAMED 0.3 IN FEMA MODEL. Xl 20000. 16. 315. 372. 295. 110. 338. GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 PROFILE SECTION M - SURVEY SECTION 13 SECTION MODIFIED BY NDM ENGINEERS BASED ON COPPELL TOPO 06/27/87 Xl 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 7500 10500 11800 15100 16100 11800 ET 8.1 225 575 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 0.5 19. 450. 582. 315. 415. 435. GR 484. O. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 196. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. ET 8.1 205 455 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.6 12.0 370. 455. 380. 360. 390. GR 480. O. 474. 60. 472. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GE 476 1530 478 1555 480 1580 482 1610 04JAN97 15:07:48 PAGE 6 NH 5 .080 76 .045 146 .065 295 .035 295.1 .065 NH 445 QT 6. 7500. 10500. 11800. 15100. 16000. 11800. ET 8.1 32 212 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 1.0 19. 76. 146. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 283. 474.5 295. GR 479.75 295.1 479.75 385. 482. 400. 484. 445. QT 6. 7500. 10500. 11800. 15100. 16000. 11800. NH 5 .08 1397 .045 1447 .065 1473 .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 PROFILE SECTION N - SURVEY SECTION 14 Xl 22600 17 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GE 47'5.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 14~r3 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 NC .08 .065 .045 ET 8.1 66 246 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 ~ X1 2.0 19. 108. 17'5. 510. 540. 570. GR 487. O. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. GR 474. 188. 476. 225. 477.2 266. 490. 304.4 ET 8.1 1041 1391 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 23900 12 1215 1385 750 590 7'50 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 486 1395 GE 488 1405 490 1440 NH 5 .08 146 .045 271 .065 337 .035 337.1 .065 NH 490. ET 8.1 79 299 04JAN97 15:07:48 PAGE 7 SECTION ADDED BY NDH ENGINEERS FRON COPPELL TOPO 06/27/87 Xl 3.0 19.0 146. 271. 310. 450. 465. GE 489. O. 488. 4. 486. 14. 484. 42. 482. 62. GR 480. 120. 475. 146. 470. 172. 463.8 182. 463.8 194. GR 470. 215. 475. 271. 480. 326. 481. 337. 488.05 337.1 GR 488.05 391. 488.05 418. 490. 462. 492. 490. NH 4. .08 190. .05 315. .035 315.1 .065 665. ET 8.1 114 314 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 4.0 19. 190. 315. 350. 540. 560. GR 491. O. 490. 32. 488. 48. 486. 75. 484. 125. GR 482. 168. 480. 190. 470. 218. 464.84 230. 464.84 238. GR 470. 255. 480. 315. 485.87 315.1 485.87 450. 485.87 525. GR 488. 550. 490. 586. 492. 635. 494. 665. QT 6 7500 10500 11800 15100 15500 11800 NC .08 .065 .05 ET 8.1 65 275 SECTION ADDEO BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 5.0 18. 98. 208. 130. 160. 145. GR 491. O. 490. 25. 488. 40. 486. 52. 484. 78. GR 482. 82. 480. 98. 470. 113. 468. 133. 465.9 148. GR 465.9 158. 470. 172. 480. 208. 482. 300. 484. 355. GR 485.5 395. 489. 416. 490. 535. ~ ET 8.1 1170 1400 Xl 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 1312 470 1340 GR 466.4 1355 466.4 1365 470 1375 480 1390 484 1410 GR 485 1415 486 1425 489 1435 491 1454 492 1580 ET 8.1 100 280 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/27/87 Xl 6.0 16. 184. 263. 50. 95. 90. GR 491. O. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 184. 470. 205. 466.8 215. 466.8 225. 470. 245. GR 476. 263. 483. 275. 485. 320. 490. 334. 492. 365. GR 493. 380. 04JAN97 15:07:48 PAGE 8 NC 0.080 0.060 0.045 ET 8.1 1537 1627 ********* END OF MOOEE RD AS BUILT ADDED MODEL ********** Xl 25085 19 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GR 480.7 1537 472 1560 467.3 1564 467.1 1572 467.2 1585 GR 478.4 1593 479.0 1607 480.6 1627 483 1658 488 1688 GR 490 1706 490 1706 490 1706 490 1708 ET 8.1 1534 1623 X1 25135 20 1534 1623 40 60 50 GE 492 1325 490 1417 488 1427 486 1437 484 1445 GE 481.8 1500 481.4 1534 4?'3.5 1556 467.1 1559 467 1570 GE 467.1 1584 478.5 1593 479.0 1605 480.5 1623 484.0 1650 GR 488 1671 489 1678 489 1678 489 1678 490 1700 ET 8.1 1085. 1259. X1 25185 21 1120 1164.2 45 40 50 GR 494 910 492 1000 490 1010 4~8 1030 486 1038 GR 484 1050 482 1070 480 1080 478 1120 467.7 1135.8 GR 467.6 1140 467.7 1152.7 480.4 1164.2 480.4 1172 478.2 1190 GR 480 1230 486 1350 488 1390 490 1440 492 1520 GR 494 1580 ET 8.1 1079.3 1234.75 Xl 25235 20 1079.3 1155 50 40 50 GR 494 920 492 1000 490 1010 488 1020 486 1030 GR 484 1040 482 1060 480.5 1079.3 477.9 1082.3 467.9 1094.4 GR 467.9 1106.3 468 1114.5 476.5 1134.8 478.9 1155 480 1195 GR 486 1345 488 1410 490 1455 492 1535 ~ 494 1595 ET 8.1 969.6 1169.6 Xl 25285 17 1046.3 1092.9 50 30 50 GR 494 920 492 1000 490 1010 488 1035 486 1040 GR 484 1043.3 482.2 1046.3 468.2 1061.7 467.4 1069.3 467.9 1080.7 GR 480.9 1092.9 480.9 1110 486 1330 488 1400 490 1450 GR 492 1530 494 1590 ET 8.1 983.5 1183.5 X1 25335 17 1017 1150 70 20 50 GR 494 910 491.8 1000 483.6 1017 482.1 1023.4 474.6 1035.5 GE 474.4 1046.3 467.8 1055.2 467.9 1070 467.3 1079.6 468.5 1086.8 GR 479.9 1094.7 482.1 1150 486 1330 4~8 1400 490 1450 GR 492 1530 494 1590 ET 8.1 983. 1204. Xl 25385 17 1019.5 1168.3 55 45 50 GR 494 8~0 491.3 1000 479.9 1019.5 477.2 1096.7 470.9 1115.1 GR 468.4 1118 467.9 1121.7 468.7 1129.3 468.7 1129.8 468.8 1133.5 GR 479.1 1138.5 482.3 1168.3 486 1373 '488 1463 490 1510 GR 492 1590 494 1650 04JAN97 15:07:48 PAGE 9 NC .3 .5 ET 8.11 1317. 1549. PROFILE SECT[ON P - SURVEY SECT[ON 16 DENTON TAP ROAD X1 25470 35 1352 1472 100 50 85 X3 10 485 485 GR 494 910 492.6 1000 492.45 1007 491.8 1032 490 1060 GR 489.9 1092 489.1 1142 489 1145 487.57 1225 487.2 1242 GR 485.8 1293 482.6 1343 482.3 1352 475.5 1378 474.8 1383 GR 469 1391 469.7 1410 468 1416 468.8 1426 469.5 1430 GR 475.3 1437 476.1 1442 481.6 1472 484.6 1482 485.9 1544 GR 486.1 1553 486.6 1580 486.7 1593 486.8 1608 486.7 1628 GR 487.1 1644 488 1734 490 1774 492 1825 494 1955 ET 8.11 1317. 1549. SB 1.05 2.206 2.5 57.5 6 1175.25 2.232 471.1 471 X1 25500 24 1320 1440 30 30 30 X2 1 485 486.9 X3 10 485 485 BT -43 910 494 0 1000 492.56 0 1006 492.47 0 BT 1024 492.05 0 1032 491.86 0 1041 491.71 0 BT 1059 491.34 0 1091 490.64 0 1142 489.57 0 BT 1145 489.57 0 1181 488.77 0 1192 488.66 0 BT 1194 488.5 0 1205 488.39 0 1214 488.25 0 BT 1225 488.1 0 1242 487.92 0 1272 487.6 0 BT 1293 487.42 0 1320 487.09 485 1342 487.20 485 BT 1354 487.04 485 1364 487.01 485 1378 486.98 485 BT 1383 486.95 485 1391 486.94 485 1402 486.92 485 BT 1416 486.97 485 1428 486.87 485 1440 ~ 486.89 485 BT 1478 486.89 0 1482 486.88 0 1493 486.89 0 BT 1543 486.98 0 1553 487.01 0 1579 487.1 0 BT 1593 487.28 0 1608 487.48 0 1628 487.97 0 BT 1644 488.39 0 1700 490 0 1770 492 BT 1955 494 0 GR 494 910 492.4 1000 490.7 1042 489.5 1092 488.7 1142 GR 487.7 1190 487 1242 486.3 1292 482.44 1320 472.64 1355 GR 469.2 1363 468.7 1390 471.5 1402 469.64 1415 482.15 1440 GR 486.3 1478 485.6 1493 485.9 1543 486.8 1593 487.3 1644 GR 488 1725 490 1805 492 1825 494 1955 ET 8.1 1232.5 1462.5 Xl 25585 20 1300 1395 20 100 85 GR 494 930 492 1000 490 1040 488 1140 486 1210 GR 484 1250 482 1290 480 1300 470 1340 468.9 1350 GR 469 1356 469 1363 475.6 1373 479.3 1395 484.4 1413 GR 489.2 1438 489.9 1453 490 1623 492 1690 494 1715 04JAN97 15:07:48 PAGE 10 NC .1 .3 ET 8.1 1225.5 1445.5 X1 25635 20 1301 1370 20 40 50 GR 494 930 492 1000 490 1150 488 1180 486 1240 GR 484 1270 482 1290 480.4 1301 468.8 1312 469.5 1325 GR 470 1331 474.3 1336 476.3 1345 479.8 1359 480.3 1370 GR 487 1395 488 1555 490 1605 492 1660 494 1695 ET 8.1 1195.5 1415.5 X1 256~5 22 1245 1366 55 40 50 GR 494 930 492 1000 490 1160 488 1180 486 1220 GR 484 1240 483.4 1245 482.8 1268 478.8 1288 474.4 1302 GR 469.1 1307 469.4 1315 469.1 1325 475.2 1334 477 1343 GR 484.1 1366 486.2 1375 487.4 1395 488 1545 490 1595 GR 492 1650 494 1685 04JAN97 15:07:48 PAGE 11 T1 GRAPEVINE CREEK, COPPELLo DALLAS COUNTY, TEXAS T2 EXISTING CONDITION WATERSHED IO0-YEAR FLO00 PLAIN/FLOODWAY NOV. 1996 T3 CARTER ADDITION - EXISTING CHANNEL AND FLO00 PLAIN. FLOODWAY PROFILE T4 SECTION 19034, 19320, AND 19662 ADDED FROM SURVEY T5 FEI, LA MOOEL SECTION 0.1 IS SECTION 19160 IN THIS MOOEL T6 FEMA MOOEL SECTION 0.2 iS SECTION 19550 IN THIS MOOEL T7 FEMA MOOEL SECTION 0.3 IS SECTION 20000 IN THIS MOOEL T8 BEGIN MOOEL WITH 100 YEAR FLOOD ELEVATION FROM MOOEL CAREX1.DAT (FEMA T9 MOOEL GABRENC) J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 7 465.22 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IB~ CHNIM ITRACE 2 -1 04JAN97 15:07:48 PAGE 12 THIS RUN EXECUTED 04JAN97 15:08:25 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUHHARY OF ERRORS LIST IO0-YEAR FLO00 PLAIN-1ST SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 18500.000 .00 .00 .00 447.60 11800.00 464.19 .00 465.58 60.79 10.35 1740.27 1513.40 18500.000 .00 .00 .00 447.60 11800.00 465.22 .00 466.26 40.80 9.06 1856.75 1847.40 * 18514.000 14.00 .00 .00 448.68 11800.00 464.18 .00 465.68 21.70 9.84 1202.25 2532.96 * 18514.000 14.00 .00 .00 448.68 11800.00 465.18 .00 466.37 15.57 8.75 1348.03 2990.54 18515.000 1.00 470.50 469.76 448.68 11800.00 464.12 .00 465.75 31.11 10.26 1151.85 2115.66 18515.000 1.00 470.50 469.76 448.68 11800.00 465.13 .00 466.42 22.61 9.11 1294.78 2481.39 18565.000 50.00 470.50 469.84 448.49 11800.00 464.47 .00 465.95 26.95 9.75 1213.38 227'5.04 18565.000 50.00 470.50 469.84 448.49 11800.00 465.34 .00 466.55 720.68 8.83 1335.86 2594.59 18566.000 1.00 .00 .00 448.49 11800.00 464.42 .00 466.00 17.19 10.16 1248.77' 2845.87 18566.000 1.00 .00 .00 448.49 11800.00 465.28 .00 466.61 13.04 9.34 1374.09 3267.41 18600.000 34.00 .00 .00 447.40 11800.00 465.94 .00 466.40 20.74 6.05 2538.71 2591.09 18600.000 34.00 .00 .00 447.40 11800.00 466.26 .00 466.88 24.27 6.68 2032.03 2395.37 18615.000 15.00 .00 .00 447.40 11800.00 466.02 .00 466.44 19.19 5.85 2673.65 2693.55 18615.000 15.00 .00 .00 447.40 11800.00 466.39 .00 466.94 21.70 6.37 2196.35 2533.33 * 18650.000 35.00 .00 .00 447.50 11800.00 465.62 .00 467.05 55.38 10.97 177'8.90 1585.63 * 18650.000 35.00 .00 .00 447.50 11800.00 465.93 .00 467.63 59.39 11.55 1505.47 1531.12 * 19034.000 384.00 .00 .00 448.00 11800.00 467.83 .00 468.32 26.11 7.67 3216.64 2309.42 19034.000 384.00 .00 .00 448.00 11800.00 468.39 .00 469.16 33.29 8.89 2453.06 2045.17 19160.000 126.00 .00 .00 449.00 11800.00 468.06 .00 468.57 17.94 6.74 3165.40 2786.17 19160.000 126.00 .00 .00 449.00 11800.00 468.80 .00 469.47 19.11 7.22 2417.38 2699.04 19320.000 160.00 .00 .00 447.90 11800.00 468.30 .00 469.00 36.10 9.20 2907.04 1963.85 * 19320.000 160.00 .00 .00 447.90 11800.00 469.04 .00 469.96 39.46 9.90 2296.12 1878.40 04JAN97 15:07:48 PAGE 13 SECNO XLCH ELTRD ELLC ELMIN O CWSEL CRIWS EG lO*KS VCH AREA .01K 19550.000 230.00 .00 .00 450.20 11800.00 468.97 .00 469.71 41.73 8.72 2702.09 1826.73 19550.000 230.00 .00 .00 450.20 11800.00 469.83 .00 470.72 40.69 9.06 2195.37 1849.83 19662.000 112.00 .00 .00 450.40 11800.00 469.43 .00 470.15 27.16 8.44 2997.86 2264.41 19662.000 112.00 .00 .00 450.40 11800.00 470.40 .00 471.13 24.08 8.29 2683.86 2404.81 20000.000 338.00 .00 .00 451.00 11800.00 470.35 .00 470.90 28.98 8.04 3036.44 2191.78 20000.000 338.00 .00 .00 451.00 11800.00 471.26 .00 471.80 24.53 7.74 2820.22-2382.45 20540.000 540.00 .00 .00 452.60 11800.00 471.41 .00 471.91 16.37 6.62 3004.68 2916.60 20540.000 540.00 .00 .00 452.60 11800.00 472.20 .00 472.65 13.47 6.23 3050.87 3214.98 · 500 435.00 .00 .00 454.00 11800.00 472.17 .00 472.45 10.70 5.04 3466.42 3607.25 .500 435.00 .00 .00 454.00 11800.00 472.83 .00 473.10 8.99 4.82 3522.90 3936.01 · .600 390.00 .00 .00 455.00 11800.00 471.82 469.47 473.86 75.73 11.95 1389.73 1355.95 · .600 390.00 .00 .00 455.00 11800.00 472.49 .00 474.30 63.96 11.24 1373.44 1475.48 21690.000 325.00 .00 .00 455.90 11800.00 474.16 473.11 476.04 62.63 11.92 1571.22 1491.05 21690.000 325.00 .00 .00 455.90 11800.00 474.32 .00 476.45 66.56 12.39 1284.59 1446.35 · 1.000 530.00 .00 .00 457.30 11800.00 477.02 .00 478.03 23.70 9.01 1931.85 2423.67 · 1.000 530.00 .00 .00 457.30 11800.00 477.39 .00 478.57 25.00 9.41 1649.77 2359.94 · 22600.000 380.00 .00 .00 458.60 11800.00 477.83 .00 479.45 48.61 11.82 1640.48 1692.51 22600.000 380.00 .00 .00 458.60 11800.00 478.32 .00 479.96 45.80 11.73 1548.81 1743.57 2.000 570.00 .00 .00 459.60 11800.00 480.19 .00 481.51 28.23 10.00 1581.66 2221.06 2.000 570.00 .00 .00 459.60 11800.00 480.61 .00 481.89 :26.01 9.77 1578.83 2313.88 23900.000 730.00 .00 .00 463.00 11800.00 482.51 .00 483.04 15.04 6.04 2377.85 3043.10 23900.000 730.00 .00 .00 463.00 11800.00 482.80 .00 483.29 13.58 5.85 2462.59 3201.56 3.000 465.00 .00 .00 463.80 11800.00 483.11 .00 483.71 13.51 6.54 2216.41 3209.89 3.000 465.00 .00 .00 463.80 11800.00 483.32 .00 483.95 13.58 6.62 2085.40 3202.16 · 4.000 560.00 .00 .00 464.84 11800.00 483.90 .00 484.94 31.58 8.22 1516.32 2099.68 · 4.000 560.00 .00 .00 464.84 11800.00 484.15 .00 485.14 30.51 8.05 1559.05 2136.12 5.000 145.00 .00 .00 465.90 11800.00 484.57 .00 485.32 19.84 7.27 1967.16 2649.05 5.000 145.00 .00 .00 465.90 11800.00 484.72 .00 485.51 19.89 7.34 1837.90 2645.62 24930.000 220.00 .00 .00 466.40 11800.00 485.15 .00 485.72 16.24 6.99 2379.71 2928.46 24930.000 220.00 .00 .00 466.40 11800.00 485.35 .00 485.90 15.55 6.91 2380.55 2992.67 6.000 90.00 .00 .00 466.80 11800.00 484.92 .00 486.06 27.62 9.07 1709.67 2245.26 6.000 90.00 .00 .00 466.80 11800.00 485.10 .00 486.24 27.18 9.07 1627.67 2263.44 · 25085.000 80.00 .00 .00 467.10 11800.00 484.41 483.40 486.7? 82.08 12.70 1103.26 1302.50 · 25085.000 80.00 .00 .00 467.10 11800.00 484.20 .00 487.17 109.92 13.84 852.67 1125.50 04JAN97 15:07:48 PAGE 14 SECNO XLCH ELTRD ELLC ELMIN Q CUSEL CRIUS EG lO*KS VCH AREA .01K 25135.000 50.00 .00 .00 467.00 11800.00 485.49 .00 487.16 51.65 10.87 1351.43 1641.96 25135.000 50.00 .00 .00 467.00 11800.00 485.40 .00 487.68 72.53 12.12 973.98 1385.54 25185.000 50.00 .00 .00 467.60 11800.00 486.46 .00 487.41 29.75 9.84 2003.96 2163.52 * 25185.000 50.00 .00 .00 467.60 11800.00 486.80 .00 488.02 33.35 10.58 1637.30 2043.23 25235.000 50.00 .00 .00 467.90 11800.00 486.75 .00 487.55 20.74 8.20 2108.23 2590.83 25235.000 50.00 .00 .00 467.90 11800.00 487.20 .00 488.18 24.47 8,64 1644.44 2385.34 * 25285.000 50.00 .00 .00 467.40 11800.00 485.82 485.82 488.35 74.13 14.25 1265.26 1370.56 * 25285.000 50.00 .00 .00 467.40 11800.00 486.09 .00 488.92 76.46 14.66 1029.52 1349.49 * 25335.000 50.00 .00 .00 467.30 11800.00 488.15 .00 488.67 14.18 6.20 2440.91 3134.15 * 25335.000 50.00 .00 .00 467.30 11800.00 488.60 .00 489.27 15.83 6.72 1892.23 2966.23 25385.000 50.00 .00 .00 467.90 11800,00 488.32 .00 488.74 12.85 5.73 2711.28 3292.35 25385.000 50.00 .00 .00 467.90 11800.00 488.77 .00 489.36 14.87 6.33 2031.92 3060.04 25470.000 85,00 .00 .00 468.00 11800.00 488.35 .00 488.91 11.79 6.33 2541.50 343?.06 25470.000 85.00 .00 .00 468.00 11800.00 488.90 .00 489.47 11.05 6.28 2221.37 3550.24 25500.000 30.00 486.90 485.00 468.70 11800.00 489.34 .00 489.72 6.75 5.29 3232.75 4540.18 25500.000 30.00 486.90 485.00 468.70 11800.00 490.05 .00 490.47 6.63 5.40 2552.41 4584.42 25585.000 85.00 .00 .00 468.90 11800.00 489.29 .00 489.92 11.80 6.85 2368.03 3435.82 25585.000 85.00 .00 .00 468.90 11800.00 490.03 .00 490.63 10.40 6.64 2240.28 3659.84 * 25635.000 50.00 .00 .00 468.80 11800.00 488.94 .00 490.18 28.93 9.79 1808.81 2193.92 * 25635.000 50.00 .00 .00 468.80 11800.00 489.74 .00 490.86 =24.09 9.26 1746.79 2404.30 25685.000 50.00 .00 .00 469.10 11800.00 489.60 .00 490.35 19.16 7.31 2102.97 2695.76 25685.000 50.00 .00 .00 469.10 11800.00 490.26 .00 490.99 16.99 7.13 1929.99 2862.55 04JAN97 15:07:48 PAGE 15 IO0-YEAR FLOOD PLAIN-1ST SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFK~S TOPWID XLCH 18500.000 11800.00 464.19 .00 .00 .00 567.83 .00 18500.000 11800.00 465.22 1.03 .00 1.03 350.00 .00 * 18514.000 11800.00 464.18 .00 -.01 .00 148.62 14.00 * 18514.000 11800.00 465.18 1.00 -.04 1.00 151.84 14.00 18515.000 11800.00 464.12 .00 '.06 .00 143.22 1.00 18515.000 11800.00 465.13 1.01 '.05 1.01 146.54 1.00 18565.000 11800.00 464.47 .00 .35 .00 144.62 50.00 18565.000 11800.00 465.34 .87 .21 .87 146.94 50.00 18566.000 11800.00 464.42 .00 -.05 ,00 149.30 1.00 18566.000 11800.00 465.28 .86 -.06 .86 151.57 1.00 18600.000 11800.00 465.94 .00 1.52 .00 375.00 34.00 18600.000 11800.00 466.26 .32 ,98 .32 240.00 34.00 18615.000 11800.00 466.02 .00 .08 .00 402.00 15.00 18615.000 11800.00 466.39 ,37 .13 .37 267.00 15.00 * 18650.000 11800.00 465.62 .00 -.40 .00 425.00 35.00 * 18650.000 11800.00 465.93 .31 -.46 .31 290.00 35.00 * 19034.000 11800.00 467.83 .00 2.21 .00 571.28 384.00 19034.000 11800,00 468.39 .56 2.46 .56 356.00 384.00 19160.000 11800.00 468.06 .00 .23 .00 595.89 126.00 19160.000 11800.00 468.80 .74 .42 .74 315.00 126.00 19320.000 11800.00 468.30 .00 .24 .00 616.62 160.00 * 19320.000 11800.00 469.04 .74 .23 .74 330.00 160.00 19550.000 11800.00 468.97 .00 .67 .00 644.14 230.00 19550.000 11800.00 469.83 .86 .79 .86 35?.50 230.00 19662.000 11800.00 469.43 .00 .46 .00 674.35 112.00 19662.000 11800.00 4?0.40 .97 .57 .9? 418.00 112.00 20000.000 11800.00 4?0.35 .00 .93 .00 576.00 338.00 20000.000 11800.00 471.26 .91 .87 .91 370.00 338.00 20540.000 11800.00 471.41 .00 1.06 .00 462.22 540.00 20540.000 11800.00 472.20 .79 .94 .79 370.00 540.00 .500 11800.00 472.17 .00 .76 .00 457.15 435.00 .500 11800.00 472.83 .67 .63 .67 350.00 435.00 04JAN97 15:07:48 PAGE 16 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * .600 11800.00 471.82 .00 -.35 .00 387.82 390.00 * .600 11800.00 472.49 .68 -.34 .68 250.00 390.00 21690.000 11800.00 474.16 .00 2.34 .00 394.62 325.00 21690.000 11800.00 474.32 .16 1.82 .16 200.00 325.00 * 1.000 11800.00 477.02 .00 2.86 .00 284.58 530.00 * 1.000 11800.00 477.39 .38 3.08 .38 180.00 530.00 * 22600.000 11800.00 477.83 .00 .81 .00 267.12 380.00 22600.000 11800.00 478.32 .49 .92 .49 200.00 380.00 2.000 11800.00 480.19 .00 2.36 .00 210.47 570.00 2.000 11800.00 480.61 .42 2.30 .42 180.00 570.00 23900.000 11800.00 482.51 .00 2.33 .00 366.32 730.00 23900.000 11800.00 482.80 .28 2.18 .28 348.66 730.00 3.000 11800.00 483.11 .00 .60 .00 286.15 465.00 3.000 11800.00 483.32 .20 .52 .20 220.00 465.00 * 4.000 11800.00 483.90 .00 .79 .00 187.91 560.00 * 4.000 11800.00 484.15 .25 .83 .25 192.67 560.00 5.000 11800.00 484.57 .00 .67 .00 299.53 145.00 5.000 11800.00 484.72 .16 .58 .16 206.42 145.00 24930.000 11800.00 485.15 .00 .58 .00 262.22 220.00 24930.000 11800.00 485.35 .20 .62 .20 230.0Q 220.00 6.000 11800.00 484.92 .00 -.23 .00 257.89 90.00 6.000 11800.00 485.10 .17 -.25 .17 180.00 90.00 * 25085,000 11800.00 484.41 .00 -.51 .00 223.09 80.00 * 25085.000 11800,00 484,20 '.21 -.90 -.21 90,00 80.00 25135,000 11800.00 485.49 .00 1.08 .00 218.66 50.00 25135.000 11800.00 485.40 -.08 1.21 -.08 89.00 50.00 25185.000 11800.00 486.46 .00 .98 .00 323.06 50.00 * 25185.000 11800.00 486.80 .34 1.40 .34 174.00 50.00 25235.000 11800.00 486.75 .00 .28 .00 342.98 50.00 25235.000 11800.00 487.20 .45 .40 .45 155.45 50.00 * 25285.000 11800.00 485.82 .00 '.92 .00 282.12 50.00 * 25285.000 11800.00 486.09 .26 '1.11 .26 129.83 50.00 * 25335.000 11800.00 488.15 .00 2.33 .00 396.18 '50.00 * 25335.000 11800.00 488.60 .45 2.51 .45 176.87 50.00 04JAN97 15:07:48 PAGE 17 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPgID XLCH 25385.000 11800.00 488.32 .00 .16 .00 465.32 50.00 25385.000 11800.00 488.77 .45 .16 .45 199.67 50.00 25470.000 11800.00 488.35 .00 .04 .00 559.81 85.00 25470.000 11800.00 488.90 .55 .14 .55 232.00 85.00 25500.000 11800.00 489.34 .00 .99 .00 676.96 30.00 25500.000 11800.00 490.05 .71 1.15 .71 232.00 30.00 25585.000 11800.00 489.29 .00 -.05 .00 364.30 85.00 25585.000 11800.00 490.03 .74 -.02 .74 230.00 85.00 * 25635.000 11800.00 488.94 .00 -.35 .00 412.87 50.00 * 25635.000 11800.00 489.74 .80 -.29 .80 220.00 50.00 25685.000 11800.00 489.60 .00 .65 .00 421.16 50.00 25685.000 11800.00 490.26 .66 .52 .66 220.00 50.00 04JAN97 15:07:48 PAGE 18 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 18514.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19034.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19320.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25185.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 25285.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 25285.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 25285.000 PROFILE= 2 CONVEYANCE CHANGE OUTS[DE ACCEPTABLE RANGE NARNING SECNO= 25335.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 04JAN97 15:07:48 PAGE 19 FLOODWAY DATA, IO0-YEAR FLO00 PLAIN-1ST PROFILE NO. 2 ....... FLOOOWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 18500.000 350. 1857. 6.4 465.2 464.2 1.0 18514.000 152. 1348. 8.8 465.2 464.2 1.0 18515.000 152. 1295. 9.1 465.1 464.1 1.0 18565.000 152. 1336. 8.8 465.4 464.5 .9 18566.000 152. 1374. 8.6 465.3 464.4 .9 18600.000 240. 2032. 5.8 466.2 465.9 .3 18615.000 267. 2196. 5.4 466.4 466.0 .4 18650.000 290. 1505. 7.8 465.9 465.6 .3 19034.000 356. 2453. 4.8 468.4 467.8 .6 19160.000 315. 2417. 4.9 468.8 468.1 .7 19320.000 330. 2296. 5.1 469.0 468.3 .7 19550.000 357. 2195. 5.4 469.9 469.0 .9 19662.000 418. 2684. 4.4 470.4 469.4 1.0 20000.000 370. 2820. 4.2 471.3 470.4 .9 20540.000 370. 3051. 3.9 472.2 471.4 .8 · 500 350. 3523. 3.3 472.9 472.2 .7 .600 250. 1373. 8.6 472.5 471.8 .7 21690.000 200. 1285. 9.2 474.4 474.2 .2 1.000 180. 1650. 7.2 477.4 477'.0 .4 22600.000 200. 1549. 7.6 478.3 4T7'.8 .5 2.000 180. 1579. 7.5 480.6 480.2 .4 = 23900.000 349. 2463. 4.8 482.8 482.5 .3 3.000 220. 2085. 5.7 483.3 483.1 .2 4.000 193. 1559. 7.6 484.1 483.9 .2 5.000 206. 1838. 6.4 484.8 484.6 .2 24930.000 230. 2381. 5.0 485.3 485.1 .2 6.000 180. 1628. 7.2 485.1 484.9 .2 25085.000 90. 853. 13.8 484.2 484.4 -.2 25135.000 89. 974. 12.1 485.4 485.5 -.1 25185.000 174. 1637. 7.2 486.8 486.5 .3 25235.000 155. 1644. ?.2 487.2 486.7 .5 25285.000 130. 1030. 11.5 486.1 485.8 .3 25335.000 177. 1892. 6.2 '488.6 488.2 .4 25385.000 200. 2032. 5.8 488.8 488.3 .5 25470.000 232. 2221. 5.3 489.0 488.4 .6 25500.000 232, 2552. 4.6 490.0 489.3 .7 25585.000 230. 2240. 5.3 490.0 489.3 .7 25635.000 220. 1747. 6.8 489.7 488.9 .8 25685.000 220. 1930. 6.1 490.3 489.6 .7 * HEC-2 ~ATER SURFACE PROFILES * * U.S. ARHY CORPS OF ENGINEERS * * * HYDROLOGIC ENGINEERING CENTER * Version 4.6.2; May 1991 * * 609 SECOND STREET~ SUITE O * * * DAVIS, CALIFORNIA 95616-4687 * RUN DATE 04JAN97 TIME 15:23:42 * * (916) 756-1104 X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXX× XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 04JAN97 15:23:43 PAGE I THIS RUN EXECUTED 04JAN97 15:23:43 HEC-2 MATER SURFACE PROFILES Version 4.6.2; May 1991 T1 EXISTING CONDITION ~ATERSHED MOOEL - MOO.EXISTING FLO00 PLAIN CONDITIONS T2 MOOEL MFEX3.0AT ' BASED ON CAREX3.DAT FLOkl LIMITS ADDED T3 MULTIPLE FLO00 FREQUENCY~ 10 YEAR STORM~ DEC. 1996 T4 CARTER ADDITION EFFECTIVE FLON LIMITS ADDED SECTS. 18600 - 18650 T5 SECTION 19034, 19320, AND 19662 ADDED FROH SURVEY T6 FEMA MODEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL T7 FEMA MOOEL SECTION 0.2 IS SECTION 19550 IN THIS MODEL T8 FEMA MODEL SECTION 0.3 IS SECTION 20000 IN THIS MODEL T9 BEGIN ~ITN ~.S.E. AT SECT.18500 FROM GABMULT.DAT, FEMA - GABMULT J1 ICHEC~ INQ N[NV IDIR STRT METRIC HVINS Q ~SEL FQ O. 2 462.79 J2 NPROF IPLOT PRFVS XSECV XSECN FN ALLDC [B~ CHNIN ]TRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 200 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10. -10. NC .07 .07 .05 .1 .3 QT 6 7500 1050 0 11800 15100 16000 11800 ET 8.1 4800 5150 PROFILE SECT]ON [ - SURVEY SECT]ON 11 END LAND DEVELOPEMENT FILL ON LEFT OVERBANK Xl 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 4983 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 04JAN97 15:23:43 PAGE 2 NC .028 .3 .5 ET 8.11 1390 1795.0 Xl 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 GR 473.5 1807 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT BRIDGE -- DATA UPDATE ON OCT. 1987 MOORE ROAD - DOWNSTREAM SIDE Xl 18515 38 1513 1680.7 1 I 1 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 8T 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 473.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GE 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.? 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 ~ 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GE 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1410 1780.0 MOORE ROAD - UPSTREAM SIDE Xl 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 BT 1698 47'5.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 04JAN97 15:23:43 PAGE GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1470 1720 xl 18566 33 1540.15 1651.3 1 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 47-5.80 1698 47'~.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 NC .05 ET 6.1 6.1 6.1 6.1 1155. 1530. ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM Xl 18600 19 1350 1500 34 34 34 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 6.1 6.1 6.1 6.1 1140. 1542. ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DC~NSTREAM X1 18615 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 464,5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 647.4 1428 457.6 1444 461 1500 462.7 1550 ~ 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 6.1 6.1 6.1 6.1 1575. 2000. ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM Xl 18650 32 1805 1868 35 35 35 .7 GR 482.6 1100 478.3 1200 469.2 1300 465.2 1372 463.3 1376 GR 467.3 1384 466.8 1400 466.5 1416 463.4 1434 463.6 1500 GR 462.3 1600 461.6 1700 462.4 1805 447.5 1830 446.8 1841 GR 448.1 1853 462.0 1868 462.3 1900 463.1 2000 467.3 2100 GR 472.3 2133 473.2 2134 472.7 2140 470.7 2157 475.6 2185 GR 476.4 2200 477.0 2250 478.2 2263 478.6 2284 477.7 2300 GR 476.2 2321 478.3 2349 QT 6 7500 10500 11800 15100 16500 11800 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 305. 661. 04JAN97 15:23:43 PAGE 4 SURVEYED SECTION AODED TO BASE MOOEL BY JP ENGRS. Xl 19034. 20. 509. 562. 240. 140. 384. GR 470.65 100. 465.7 149. 462.2 199. 461.9 256. 462.8 435. GR 463.8 509. 462.0 515. 457.0 517. 453.8 524. 449.4 527. GR 448. 540. 448.2 546. 451.5 54?. 454.1 553. 461.9 562. GR 463.5 625. 463.6 668. 464.3 691. 470.3 705. 472. 711. ET 8.1 335 650 SECTION ADDED BY NDM ENGINEERS FROH COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.1 IN FEHA MOOEL. Xl 19160. 20. 465. 560. 90. 135. 126. GR 478. O. 476. 10. 474. 25. 472. 35. 470. 65. GR 468. 80. 466. 100. 464. 120. 464. 465. 460. 480. GR 450. 500. 449. 510. 449. 520. 450. 530. 460. 550. GR 462. 560. 464. 625. 466. 655. 470. 695. 471. 715. ET 8.1 313. 643. SURVEYED SECTION ADDED TO BASE MOOEL BY JP ENGRS. X1 19320. 20. 502. 540. 110. 200. 160. GR 472. 100. 470.9 106. 465.7 180. 463.9 260. 463.0 336. GR 463.8 412. 463.9 442. 462.7 502. 453.1 506. 450.3 512. GR 447.9 521. 449.3 534. 453.0 535. 463.2 540. 463.7 564. GR 463.2 592. 464.5 667. 468.1 758. 471.3 785. 472. 808. ET 8.1 172.5 ~ 530 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 THIS SECTION NAMED 0.2 IN FEMA MOOEL. X1 19550. 20. 310. 385. 180. 65. 230. GR 478. O. 476. 35. 474. 50. 472. 80. 470. 105. GR 468. 145. 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. GR 468. 760. 470. 780. 472. 785. 474. 802. 475. 810. ET 8.1 312. 730. SURVEYED SECTION ADDED TO BASE MOOEL BY JP ENGRS. Xl 19662. 22. 391. 450. 115. 170. 112. GR 477.4 100. 470.7 201. 467.5 289. 466.9 333. 464.0 391. GR 458.0 395. 450.8 407. 450.4 410. 452.1 434. 465.3 450. GR 465.9 468. 465.4 539. 465.6 595. 465.3 659. 464.9 723. GR 465.6 814. 465.6 840. 46?.3 886. 467.8 900. 4?0. 914. GR 472.0 920. 474.0 929. 04JAN97 15:23:43 PAGE 5 ET 8.1 158.5 528.5 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.3 IN FEMA MODEL. Xl 20000. 16. 315. 372. 295. 110. 338. GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 PROFILE SECTION M - SURVEY SECTION 13 SECTION MODIFIED BY NDM ENGINEERS BASED ON COPPELL TOPO 06/27/87 Xl 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 4?0. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622, 480. 1628. 480.5 1653. QT 6 7500 10500 11800 15100 16100 11800 ET 8.1 225 575 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 0.5 19. 450. 582. 315. 415. 435. GR 484. O. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 196. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. ET 8.1 205 455 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 X1 0.6 12.0 370. 455. 380. 360. 390. GR 480. O. 474. 60. 472. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 SECTION AODED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 X1 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 4?8 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 '472 1395 474 1495 GR 4?6 1530 478 1555 480 1580 482 1610 04JAN97 15:23:43 PAGE 6 NH 5 .080 76 .045 146 .065 295 .035 295.1 .065 NH 445 QT 6. 7500. 10500. 11800. 15100. 16000. 11800. ET 8.1 32 212 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 1.0 19. 76. 146. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 8~. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 1~8. 474. 283. 474.5 295. GR 47'9.75 295.1 479.75 385. 482. 400. 484. 445. QT 6. ?500. 10500. 11800. 15100. 16000. 11800. NH 5 .08 1397 .045 1447 .065 1473 .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 PROFILE SECTION N - SURVEY SECTION 14 Xl 22600 17 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 NC .08 .065 .045 ET 8.1 66 246 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 ~ Xl 2.0 19. 108. 173. 510. 540, 570. GR 487. O. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. GR 474. 188. 476. 225. 477.2 266. 490. 304.4 ET 8.1 1041 1391 SECTION ADOED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 23900 12 1215 1385 750 590 730 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 NH 5 .08 146 .045 271 .065 337 .035 337.1 .065 NH 490. ET 8.1 79 299 04JAN97 15:23:43 PAGE 7 SECT[ON ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 3.0 19.0 146. 271. 310. 450. 465. GR 489. O. 488. 4. 486. 14. 484. 42. 482. 62. GR 480. 120. 475. 146. 470. 172. 463.8 182. 463.8 194. GE 470. 215. 475. 271. 480. 326. 481. 337. 488.05 337.1 GE 488.05 391. 488.05 418. 490. 462. 492. 490. NH 4. .08 190. .05 315. .035 315.1 .065 665. ET 8.1 114 314 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 4.0 19. 190. 315. 350. 540. 560. GR 491. O. 490. 32. 488. 48. 486. 75. 484. 125. GR 482. 168. 480. 190. 470. 218. 464.84 230. 464.84 238. GR 470. 255. 480. 315. 485.87 315.1 485.87 450. 485.87 525. GR 488. 550. 490. 586. 492. 635. 494. 665. QT 6 7500 10500 11800 15100 15500 11800 ; NC .08 .065 .05 ET 8.1 65 275 SECTION ADOED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 5.0 18. 98. 208. 130. 160. 145. GR 491. O. 490. 25. 488. 40. 486. 52. 484. 78. GR 482. 82. 480. 98. 470. 113. 468. 133. 465.9 148. GR 465.9 158. 470. 172. 480. 208. 482. 300. 484. 355. GR 485.5 395. 489. 416. 490. 535. = ET 8.1 1170 1400 X1 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 1312 470 1340 GR 466.4 1355 466.4 1365 470 1375 480 1390 484 1410 GR 485 1415 486 1425 489 1435 491 1454 492 1580 ET 8.1 100 280 SECTION ADDED 8Y NDM ENGINEERS FROM COPPELL TOPO 10/27/87 Xl 6.0 16. 184. 26~. 50. 95. 90. GR 491. O. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 184. 470. 205. 466.8 215. 466.8 225. 470. 245. GR 476. 263. 483. 275. 485. 320. 490. 334. 492. 365. GR 493. 380. 04JAN97 15:23:43 PAGE 8 NC 0.080 0.060 0.045 ET 8.1 1537 1627 *~******* END OF MOORE RD AS BUILT ADDED MODEL X1 25085 19 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GR 480.7 1537 472 1560 467.3 1564 467.1 1572 467.2 1585 GR 478.4 1593 4?9.0 1607 480.6 1627 483 1658 488 168~ GR 490 1706 490 1706 490 1706 490 1708 ET 8.1 1534 1623 X1 25135 20 1534 1623 40 60 50 GR 492 1325 490 1417 488 1427 486 1437 484 1445 GR 481.8 1500 481.4 1534 473.5 1556 467.1 1559 467 1570 GR 467.1 1584 478.5 1593 479.0 1605 480.5 1623 484.0 1650 GR 488 1671 489 1678 489 1678 489 1678 490 1700 ET 8.1 1085. 1259. X1 25185 21 1120 1164.2 45 40 50 GR 494 910 492 1000 490 1010 488 1030 486 1038 GR 484 1050 482 1070 480 1080 478 1120 467.7 1135.8 GR 467.6 1140 467.7 1152.7 480.4 1164.2 480.4 1172 478.2 1190 GR 480 1230 486 1350 488 1390 490 1440 492 1520 GR 494 1580 ET 8.1 1079.3 1234.75 Xl 25235 20 1079.3 1155 50 40 50 GR 494 920 492 1000 490 1010 488 1020 486 1030 GR 484 1040 482 1060 480.5 1079.3 477.9 1082.3 467.9 1094.4 GR 467.9 1106.3 468 1114.5 476.5 1134.8 478.9 1155 480 1195 GR 486 1345 488 1410 490 1455 492 1535 ~494 1595 ET 8.1 969.6 1169.6 Xl 25285 17 1046.3 1092.9 50 30 50 GR 494 920 492 1000 490 1010 488 1035 486 1040 GR 484 1043.3 482.2 1046.3 468.2 1061.7 467.4 1069.3 467.9 1080.7 GR 480.9 1092.9 480.9 1110 486 1330 488 1400 490 1450 GR 492 1530 494 1590 ET 8.1 983.5 1183.5 Xl 25335 17 1017 1150 70 20 50 GR 494 910 491.8 1000 483.6 1017 482.1 1023.4 474.6 1035.5 GE 474.4 1046.3 467.8 1055.2 467.9 1070 467.3 1079.6 468.5 1086.8 GE 479.9 1094.7 482.1 1150 486 1330 488 1400 490 1450 GE 492 1530 494 1590 ET 8.1 983. 1204. Xl 25385 17 1019.5 1168.3 55 45 50 GR 494 880 491.3 1000 479.9 1019.5 477.2 1096.7 470.9 1115.1 GR 468.4 1118 467.9 1121.7 468.7 1129.3 468.7 1129.8 468.8 1133.5 GR 479.1 1138.5 482.3 1168.3 486 1373 488 1463 490 1510 GR 492 1590 494 1650 04JAN97 15:23:43 PAGE 9 NC .3 .5 ET 8.11 1317. 1549. PROFILE SECT[ON P - SURVEY SECTION 16 DENTON TAP ROAD X1 25470 35 1352 1472 100 50 85 X3 10 485 485 GR 494 910 492.6 1000 492.45 1007 491.8 1032 490 1060 GR 489.9 1092 489.1 1142 489 1145 487.57 1225 487.2 1242 GR 485.8 1293 482,6 1343 482.3 1352 4~5.5 1378 474.8 1383 GR 469 1391 469.7 1410 468 1416 468.8 1426 469.5 1430 GR 475.3 1437 476.1 1442 481.6 1472 484.6 1482 485.9 1544 GR 486.1 1553 486.6 1580 486.7 1593 486.8 1608 486.7 1628 GR 487.1 1644 488 1734 490 1774 492 1825 494 1955 ET 8.11 1317. 1549. SB 1.05 2.206 2.5 57.5 6 1175.25 2.232 471.1 471 Xl 25500 24 1320 1440 30 30 30 X2 1 485 486.9 X3 10 485 485 BT -43 910 494 0 1000 492.56 0 1006 492.47 0 BT 1024 492.05 0 1032 491.86 0 1041 491.71 0 BT 1059 491.34 0 1091 490.64 0 1142 489.57 0 BT 1145 489.57 0 1181 488.77 0 1192 488.66 0 BT 1194 488.5 0 1205 488.39 0 1214 488.25 0 BT 1225 488.1 0 1242 487.92 0 1272 487.6 0 BT 1293 487.42 0 1320 487°09 485 1342 487.20 485 BT 1354 487.04 485 1364 487.01 485 1378 486.98 485 BT 1383 486.95 485 1391 486.94 485 1402 486.92 485 BT 1416 486.97 485 1428 486.87 485 1440 ~ 486.89 485 BT 1478 486.89 0 1482 486.88 0 1493 486.89 0 BT 1543 486.98 0 1553 487.01 0 1579 487.1 0 BT 1593 487.28 0 1608 487.48 0 1628 487.97 0 BT 1644 488.39 0 1700 490 0 1770 492 0 BT 1955 494 0 GR 494 910 492.4 1000 490.7 1042 489.5 1092 488.7 1142 GR 487.7 1190 487 1242 486.3 1292 482.44 1320 472.64 1355 GR 469.2 1363 468.7 1390 471.5 1402 469.64 1415 482.15 1440 GR 486.3 1478 485.6 1493 485.9 1543 486.8 1593 487.3 1644 GR 488 1725 490 1805 492 1825 494 1955 ET 8.1 1232.5 1462.5 Xl 25585 20 1300 1395 20 100 85 GR 494 930 492 1000 490 1040 488 1140 486 1210 GR 484 1250 482 1290 480 1300 470 1340 468.9 1350 GR 469 1356 469 136~ 475.6 1373 479.3 1395 484.4 1413 GR 489.2 1438 489.9 1453 490 1623 492 1690 494 1715 04JAN97 15:23:43 PAGE 10 NC .1 .3 ET 8.1 1225.5 1445.5 Xl 25635 20 1301 1370 20 40 50 GR 494 930 492 1000 490 1150 488 1180 486 1240 GR 484 1270 482 1290 480.4 1301 468.8 1312 469.5 1325 GR 470 1331 474.3 1336 476.3 1345 479.8 1359 480.3 1370 GR 487 1395 488 1555 490 1605 492 1660 494 1695 ET 8.1 1195.5 1415.5 Xl 25685 22 1245 1366 55 40 50 GR 494 930 492 1000 490 1160 488 1180 486 1220 GR 484 1240 483.4 1245 482.8 1268 478.8 1288 474.4 1302 GR 469.1 1307 469.4 1315 469.1 1325 4?5.2 1334 47-f 1343 GR 484.1 1366 486.2 1375 487.4 1395 488 1545 490 1595 GR 492 1650 494 1685 04JAN97 15:23:~3 PAGE 11 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 EXISTING CONDITION WATERSHED 50 YEAR FLOOD DEC. 1996 T3 CARTER ADDITION - MODIFIED EXISTING CHANNEL AND FLOOD PLAIN. T4 SECTION 19034, 19320, AND 19662 ADDED FROM SURVEY T5 FEMA MOOEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL T6 FEMA MODEL SECTION 0.2 IS SECTION 19550 IN THIS MODEL T7 FEMA MODEL SECTION 0.3 iS SECTION 20000 IN THIS MODEL T8 BEGIN MOOEL WITH 50 YEAR FLOOD ELEVATION FROM MOOEL GABMULT.DAT (FEMA T9 MODEL GABMULT) J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 3 463.70 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC iBW CHNIM ITRACE 2 -1 04JAN97 15:23:43 PAGE 12 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 EXISTING CONDITION WATERSHED IO0-YEAR FLO00 DEC. 1996 T3 CARTER ADDITION - MOOIFIED EXISTING CHANNEL AND FLOOD PLAIN. T4 SECTION 19034, 19320, AND 19662 ADDED FROH SURVEY T5 FEMA MODEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL T6 FEMA MOOEL SECTION 0.2 IS SECTION 19550 IN THIS MODEL T? FEHA MODEL SECTION 0.3 IS SECTION 20000 IN THIS MODEL T8 BEGIN MOOEL WITH 100 YEAR FLOOD ELEVATION FROH MODEL GABMULT.DAT (FEMA T9 MODEL GABMULT) J1 ICHECK INQ NINV IDIR STRT METRIC HVINS g WSEL FQ 4 464.19 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 -1 04JAN97 15:23:43 PAGE 13 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 EXISTING CONDITION NATERSHED 500-YEAR FLO00 DEC. 1996 T3 CARTER AODITION - MOO[FIED EXiSTiNG CHANNEL AND FLOOO PLAIN. T4 SECTION 19034, 19320, ANO 19662 AODEO FROM SURVEY T5 FEMA MOOEL SECTION 0.1 IS SECTION 19160 IN THIS MOOEL T6 FEMA MOOEL SECTION 0.2 IS SECTION 19550 IN THiS MOOEL T7 FEMA MOOEL SECTION 0.3 IS SECTION 20000 IN THIS MOOEL T8 BEGIN MOOEL WITH 500 YEAR FLO00 ELEVATION FROM MOOEL GABMULT.OAT CFEMA T9 MOOEL GABMULT) J1 ICNECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 5 465.91 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC ]BW CHNIM ITRACE 4 -1 04JAN97 15:23:43 PAGE 14 THIS RUN EXECUTED 04JAN97 15:24:23 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST MULTIPLE FLOOD FREQUENCY SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CR]WS EG lO*KS VCH AREA .01K 18500.000 .00 .00 .00 447.60 7500.00 462.79 459.57 463.97 55.07 8.90 1043.67 1010.61 18500.000 .00 .00 .00 447.60 1050.00 463.70 .00 463.71 .64 1.03 1473.76 1312.13 18500.000 .00 .00 .00 447.60 11800.00 464.19 .00 465.58 60.79 10.35 1740.27 1513.40 18500.000 .00 .00 .00 447.60 15100.00 465.91 .00 466.83 38.39 9.16 2789.41 2436.92 * 18514.000 14.00 .00 .00 448.68 7500.00 463.39 .00 464.13 11.61 6.90 1087.95 2201.02 * 18514.000 14.00 .00 .00 448.68 1050.00 463.70 .00 463.72 .20 .93 1131.52 2326.00 * 18514.000 14.00 .00 .00 448.68 11800.00 464.18 .00 465.68 21.70 9.84 1202.25 2532.96 18514.000 14.00 .00 .00 448.68 15100.00 465.50 .00 467.31 22.97 10.80 1404.77 3150.95 18515.000 1.00 470.50 469.76 448.68 7500.00 463.36 .00 464.16 :16.23 7.18 1045.47 1861.68 18515.000 1.00 470.50 469.76 448.68 1050.00 463.70 .00 463.72 .28 .96 1092.90 197'5.95 18515.000 1.00 470.50 469.76 448.68 11800.00 464.12 .00 465.75 31,11 10.26 1151.85 2115.66 18515.000 1.00 470.50 469.76 448.68 15100.00 465.42 .00 467.40 33.89 11.28 1344.39 2594.01 18565.000 50.00 470.50 469.84 448.49 7500.00 463.50 .00 464.25 14.98 6.98 1075.13 1937.83 18565.000 50.00 470.50 469.84 448.49 1050.00 463.70 .00 463.72 .27 .95 1103.91 2006.56 18565.000 50.00 470.50 469.84 448.49 11800.00 464.47 .00 465.95 26.95 9.75 1213.38 2273.04 18565.000 50.00 470.50 469.84 448.49 15100.00 465.83 .00 467.61 29.34 10.71 1416.73 2787.79 18566.000 1.00 .00 .00 448.49 7500.00 463.49 .00 464.27 9.60 7.13 1112.79 2421.02 18566.000 1.00 .00 .00 448.49 1050.00 463.70 .00 463.72 .17 .97 1143.33 2515.18 18566.000 1.00 .00 .00 448.49 11800.00 464.42 .00 466.00 17.19 10.16 1248.77 2845.87 18566.000 1.00 .00 .00 448.49 15100.00 465.73 .00 467.7-5 18.66 11.46 1449.32 3496.05 * 18600.000 34.00 .00 .00 447.40 7500.00 464.08 .00 464.44 20.30 5.20 1841.53 1664.56 * 18600.000 34.00 .00 .00 447.40 1050.00 463.71 .00 463.72 .49 .78 1701.15 1502.03 18600.000 34.00 .00 .00 447.40 11800.00 465.94 .00 466.40 20.74 6.05 2538.71 2591.09 18600.000 34.00 .00 .00 447.40 15100.00 467.80 .00 468.25 16.67 6.08 3236.76 3698.39 18615.000 15.00 .00 .00 447.40 7500.00 464.13 .00 464.47 19.32 5.10 1914.12 1706.43 18615.000 15.00 .00 .00 447.40 1050.00 463.71 .00 463.72 .48 .77 1745.54 1517,50 18615.000 15.00 ,00 .00 447.40 11800,00 466.02 .00 466.44 19.19 5.85 2673.65 2693.55 18615.000 15.00 .00 .00 447.40 15100.00 467.88 .00 468.29 15.29 5.85 3421.84 3861.96 04JAN97 15:23:43 PAGE 15 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K * 18650.000 35.00 .00 .00 447.50 7500.00 463.59 459.93 465.25 65.08 10.59 916.52 929.69 * 18650.000 35.00 .00 .00 447.50 1050.00 463.70 .00 463.73 1.20 1.45 966.62 958.75 * 18650.000 35.00 .00 .00 447.50 11800.00 465.62 .00 467.05 55.38 10.97 1778.90 1585.63 * 18650.000 35.00 .00 .00 447.50 15100.00 467.69 .00 468.63 35.10 9.66 2659.10 2548.80 * 19034.000 384.00 .00 .00 448.00 7500.00 466.21 .00 466.65 23.89 6.76 2307.28 1534.42 * 19034.000 384.00 .00 .00 448.00 10500.00 465.15 465.15 466.78 86.37 12.13 1734.62 1129.81 * 19034.000 384.00 .00 .00 448.00 11800.00 467.83 .00 468.32 26.11 7.67 3216.64 2309.42 19034.000 384.00 .00 .00 448.00 15100.00 469.08 .00 469.56 24.95 7.94 3940.04 3022.7? 19160.000 126.00 .00 .00 449.00 7500.00 466.47 .00 466.87 14.66 5.59 2250.97 1958.86 * 19160.000 126.00 .00 .00 449.00 10500.00 466.68 .00 46?.40 26.13 7.55 2365.09 2054.04 19160.000 126.00 .00 .00 449.00 11800.00 468.06 .00 468.57 17.94 6.74 3165.40 2786.17 19160.000 126.00 .00 .00 449.00 15100.00 469.28 .00 469.82 17.99 7.16 3910.84 3559.61 * 19320.000 160.00 .00 .00 447.90 7500.00 466.55 .00 467.32 36.34 8.58 1888.11 1244.08 * 19320.000 160.00 .00 .00 447.90 10500.00 466.90 .00 468.12 58.72 11.07 2083.22 1370.23 19320.000 160.00 .00 .00 447.90 11800.00 468.30 .00 469.00 36.10 9.20 2907.04 1963.85 19320.000 160.00 .00 .00 44?.90 15100.00 469.57 .00 470.20 32.66 9.19 3712.~7 2642.13 19550.000 230.00 .00 .00 450.20 7500.00 467.34 .00 468.12 45.29 8.15 1705.60 1114.41 19550.000 230.00 .00 .00 450.20 10500.00 468.31 .00 469.17 48.74 9.03 2279.01 1504.02 19550.000 230.00 .00 .00 450.20 11800.00 468.97 .00 469.71 41.73 8.72 2702.09 1826.73 19550.000 230.00 .00 .00 450.20 15100.00 470.13 .00 470.81 37.26 8.82 3465.92 2473.64 19662.000 112.00 .00 .00 450.40 7500.00 467.88 .00 468.53 23.76 7.34 1996.67 1538.60 19662.000 112.00 .00 .00 450.40 10500.00 468.89 .00 469.64 27.80 8.34 2644.37 1991.32 19662.000 112.00 .00 .00 450.40 11800.00 469.43 .00 470.15 27.16 8.44 2997.86 2264.41 19662.000 112.00 .00 .00 450.40 15100.00 470.53 .00 471.24 ~26.92 8.82 3764.50 2910.42 20000.000 338.00 .00 .00 451.00 7500.00 468.7'/ .00 469.26 26.42 7.03 2154.89 1459.13 20000.000 338.00 .00 .00 451.00 10500.00 469.88 .00 470.42 28.87 7.82 2766.28 1954.19 20000.000 338.00 .00 .00 451.00 11800.00 470.35 .00 470.90 28.98 8.04 3036.44 2191.78 20000.000 338.00 .00 .00 451.00 15100.00 471.38 .00 471.97 29.85 8.59 3635.63 2?63.99 * 20540.000 540.00 .00 .00 452.60 7500.00 469.77 .00 470.12 12.56 5.32 2267.92 2116.24 20540.000 540.00 .00 .00 452.60 10500.00 470.95 .00 471.41 15.41 6.27 2791.60 2674.52 20540.000 540.00 .00 .00 452.60 11800.00 471.41 .00 471.91 16.37 6.62 3004.68 2916.60 20540.000 540.00 .00 .00 452.60 15100.00 472.45 .00 473.05 18.63 7.41 3491.35 3498.09 .500 435.00 .00 .00 454.00 7500.00 470.36 .00 470.55 8.35 3.99 2693.30 2595.2? .500 435.00 .00 .00 454.00 10500.00 471.66 .00 471.92 10.09 4.76 3238.84 3305.18 .500 435.00 .00 .00 454.00 11800.00 472.17 .00 472.45 10.70 5.04 3466.42 3607.25 .500 435.00 .00 .00 454.00 15100.00 473.30 .00 473.66 12.10 5.69 3996.90 4340.89 * .600 390.00 .00 .00 455.00 7500.00 470.15 466.72 471.64 64.10 9.81 798.12 936.76 * .600 390.00 .00 .00 455.00 10500.00 471.31 468.62 473.27 75.46 11.55 1197.06 1208.77 * .600 390.00 .00 .00 455.00 11800.00 471.82 469.47 473.86 75.73 11.95 1389.73 1355.95 * .600 390.00 .00 .00 455.00 15100.00 473.04 472.76 475.12 72.24 12.55 1898.13 1776.62 04JAN97 15:23:43 PAGE 16 SECNO XLCH ELTRD ELLC ELM[N Q CWSEL CR]WS EG lO*KS VCH AREA .01K 21690.000 325.00 .00 .00 455.90 7500.00 472.07 .00 473.68 59.48 10.33 895.07 972.49 21690.000 325.00 .00 .00 455.90 10500.00 473.64 472.23 475.45 61.53 11.50 1372.90 1338.60 21690.000 325.00 .00 .00 455.90 11800.00 474.16 473.11 476.04 62.63 11.92 1571.22 1491.05 21690.000 325.00 .00 .00 455.90 15100.00 475.20 .00 477.25 66.50 12.94 2001.36 1851.71 * 1.000 530.00 .00 .00 457.30 7500.00 474.71 .00 475.57 22.41 7.81 1282.06 1584.41 * 1.000 530.00 .00 .00 457.30 10500.00 476.44 .00 47'7.39 22.97 8.63 1767.38 2190.73 * 1.000 530.00 .00 .00 457.30 11800.00 47-/'.02 .00 478.03 23.70 9.01 1931.85 2423.67 * 1.000 530.00 .00 .00 457.30 15100.00 478.22 .00 479.41 26.16 9.97 2275.95 2952.29 * 22600.000 380.00 .00 .00 458,60 7500,00 475.44 .00 477.01 51.57 10.79 1024.60 1044.36 * 22600.000 380.00 .00 .00 458.60 10500.00 477.21 .00 478.80 48.64 11.48 1477.65 1505.59 * 22600.000 380.00 .00 .00 458.60 11800.00 47-/.83 .00 479.45 48.61 11.82 1640.48 1692.51 22600.000 380.00 .00 .DO 458.60 15100.00 479.15 .00 480.89 49.79 12.68 2001.12 2139.90 * 2.000 570.00 .00 .00 459.60 7500.00 478.00 .00 478.94 22.91 8.12 1143.53 1566.92 2.000 570.00 .00 .00 459.60 10500.00 479.60 .00 480.81 26.75 9.48 1459.66 2030.03 2.000 570.00 .00 .00 459.60 11800.00 480.19 .00 481.51 28.23 10.00 1581.66 2221.06 2.000 570.00 .00 .00 459.60 15100.00 481.50 .00 483.09 31.58 11.17 1866.84 2687.22 23900.000 730.00 .00 .00 463.00 7500,00 479.98 .00 480.42 17.19 5.39 1509.76 1809.08 23900.000 730.00 .00 .00 463.00 10500.00 481.82 .00 482.33 15.49 5.86 2126.09 2667.56 23900.000 730.00 .00 .00 463.00 11800.00 482.51 .00 483.04 15.04 6.04 2377.85 3043.10 * 23900.000 730.00 .00 .00 463.00 15100.00 484.08 .00 484.66 14.30 6.46 2957.98 3992.92 3.000 465.00 .00 .00 463.80 7500.00 480.66 .00 481.09 12.50 5.46 1561.69 2121.50 3.000 465.00 .00 ,00 463.80 10500.00 482.44 .00 483.00 13.25 6.25 2026.80 2884.74 3.000 465.00 .00 .00 463.80 11800.00 483.11 .00 483.71 13.51 6.54 2216.41 3209.89 3.000 465.00 ,00 .00 463.80 15100.00 484.63 .00 485.34 ~14.11 7.20 2663.66 4019.50 * 4.000 560.00 .00 .00 464.84 7500.00 481.49 .00 482.19 29.15 6.73 1124.48 1389.13 * 4.000 560.00 .00 .00 464.84 10500.00 483.25 .00 484.18 30.83 7.81 1398.02 1891.10 * 4.000 560.00 .00 .00 464.84 11800.00 483.90 .00 484.94 31.58 8.22 1516.32 2099.68 * 4.000 560.00 .00 .00 464.84 15100.00 485.38 .00 486.64 33.10 9.14 1821.34 2624.44 5.000 145.00 .00 .00 465.90 7500.00 481.96 .00 482.54 19.17 6.19 1298.90 1713.16 5.000 145.00 .00 .00 465.90 10500.00 483.84 .00 484.56 19.88 7.01 1760.28 2355.00 5.000 145.00 .00 .00 465.90 11800.00 484.57 .00 485.32 19.84 7.27 1967.16 2649.05 5.000 145.00 .00 .00 465.90 15100.00 486.23 .00 487.04 19.31 7.75 2515.53 3436.42 24930.000 220.00 .00 .00 466.40 7500.00 482.49 .00 482.92 15.11 5.92 1725.47 1929.68 24930.000 220.00 .00 .00 466.40 10500.00 484.42 .00 484.95 15.91 6.70 2193.15 2632.21 24930.000 220.00 .00 .00 466.40 11800.00 485.15 .OD 485.72 16.24 6.99 2379.71 2928.46 24930.000 220.00 .00 .00 466,40 15100.00 486.77 .00 487.43 17.02 7.67 2822.88 3659.67 6.000 90.00 .00 .00 466.80 7500.00 482.35 .00 483.21 25.28 7.62 1143.06 1491.67 6.000 90.00 .00 .00 466,80 10500.00 484.22 .00 485.28 27.20 8.71 1534.29 2013.16 6.000 90.00 .00 .00 466.80 11800.00 484.92 .00 486.06 27.62 9.07 1709.67 2245.26 6.000 90.00 .00 .00 466.80 15100.00 486.53 .00 487.78 28.03 9.81 2136.54 2851.97 04JAN97 15:23:43 PAGE 17 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCR AREA .01K * 25085,000 80.00 ,00 .00 467.10 7500.00 481.84 .00 483.94 104.28 11.66 660.91 734.45 * 25085.000 80.00 ,00 .00 467.10 10500,00 483,66 482.47 486.03 89.48 12.57 942.24 1110,03 * 25085.000 80,00 .00 .00 467.10 11800.00 484.41 483.40 486.77 82.08 12.70 1103.26 1302.50 * 25085,000 80,00 ,00 .00 467.10 15100.00 486.12 .00 488.41 68.09 12.90 1499.70 1829.87 25135.000 50.00 .00 .00 467.00 7500.00 482.95 ,00 484.39 58.63 9,7'5 840.91 979,47 25135.000 50,00 .00 .00 467.00 10500.00 484.85 .00 486.44 52,19 10.51 1215.28 1453,47 25135,00O 5O.00 .00 .00 467.00 11800.00 485.49 .00 487.16 51,65 10.87 1351.43 1641.96 25135.OO0 5O,00 .00 ,00 467.00 15100.00 486.89 .00 488.75 50.98 11.70 1670.01 2114,85 25185.000 50.00 .00 .00 467.6~ 7500.00 483.48 .00 484.66 41.08 10.01 1154.66 1170.19 25185.000 50.00 .00 ,00 467.60 10500.00 485.70 .00 486.69 31.76 9.83 1765.99 1863.20 25185.000 50.00 .00 .00 467.60 11800.00 486.46 .00 487.41 29.75 9.84 2003.96 2163.52 25185.000 50.00 .00 .00 467.60 15100.00 488.12 .00 489.01 26.42 9.93 2571.01 2937.50 25235.000 50.00 .00 .00 467.90 7500.00 484.08 .00 484.85 23.30 7.54 1314.94 1553.72 25235.000 50.00 .00 .00 467.90 10500.00 486.04 .00 486.84 21.51 8.06 1873.97 2263.76 25235.000 50.00 .00 .00 467.90 11800.00 486.75 .00 487.55 20.74 8.20 2108.23 2590.83 25235.000 50.00 .00 .00 467.90 15100.00 488.33 .00 489.13 19.37 8.52 2696.09 3430.75 * 25285.000 50.00 .00 .00 467.40 7500.00 482.58 482.46 485.79 111.44 14.63 585.32 710.46 * 25285.000 50.00 .00 .00 467.40 10500.00 484.83 484.83 487.74 88.06 14.78 1007.42 1118.91 * 25285.000 50.00 .00 .00 467.40 11800.00 485.82 485.82 488.35 74.13 14.25 1265.26 1370.56 * 25285.000 50.00 .00 .00 467.40 15100.00 487.71 .00 489.58 53,64 13.20 1868.63 2061.82 * 25335.000 50.00 .00 .00 467.30 7500.00 485.79 .00 486.23 14.84 5.48 1602.90 1947.23 * 25335.000 50.00 .00 .00 467.30 10500.00 487.63 .00 488.11 13.70 5.92 2238.28 2837.22 * 25335.000 50.00 .00 .00 467.30 11800.00 488.15 .00 488.67 14.18 6.20 2440.91 3134.15 * 25335.000 50.00 .00 .00 467.30 15100.00 489.20 .00 489.82 =15.86 6.94 2869.17 3791.52 25385.000 50.00 .00 .00 467.90 7500.00 485.90 .00 486.30 14.97 5.27 1708.64 1938.55 25385.000 50.00 .00 .00 467.90 10500.00 487.78 .00 488.18 12.70 5.52 2465.18 2946.64 25385.000 50.00 .00 ,00 467.90 11800.00 488.32 .00 488.74 12.85 5.7"3 2711.28 3292.35 25385.000 50.00 .00 .00 467.90 15100.00 489.40 .00 489.90 13.77 6.31 3231.23 4069.35 25470.000 85.00 .00 .00 468.00 7500.00 486.00 .00 486.42 10.65 5.31 1572.61 2298.14 25470.000 85.00 .00 .00 468.00 10500.00 487.82 .00 488.34 11.26 6.02 2255.62 3128.76 25470.000 85.00 .00 .00 468.00 11800.00 488.35 .00 488.91 11.79 6.33 2541.50 3437,06 25470.000 85.00 .00 .00 468.00 15100.00 489.44 .00 490.08 13.11 7.02 3192.11 4169.77 25500.000 30.00 486.90 485.00 468.70 7500.00 487.04 .00 487.33 5.72 4.39 1965.72 3134.85 25500.000 30.00 486.90 485.00 468.?0 10500.00 488.84 .00 489.19 6.33 5.02 2903.63 4173.45 25500.000 30.00 486.90 485.00 468.70 11800.00 489.34 .00 489.72 6.75 5.29 3232.75 4540.18 25500.000 30.00 486.90 485.00 468.70 15100.00 490.29 .00 490.75 8.05 6.01 3911.96 5321.28 25585.000 85.00 .00 .00 468.90 7500.00 487.03 .00 487.46 9.33 5.48 1682.33 2455.49 25585.000 85.00 .00 .00 468.90 10500.00 488.80 .00 489.36 10.77 6.41 2197.04 3199.92 25585.000 85.00 .00 .00 468.90 11800.00 489.29 .00 489.92 11.80 6.85 2368.03 3435.82 25585.000 85.00 .00 .00 468.90 15100.00 490.19 .00 491.02 14.86 7.99 2766.06 3917.47 04JAN97 15:23:43 PAGE 18 SECNO XLCH ELTRD ELLC ELMIN g CWSEL CRINS EG lO*KS VCH AREA .01K * 25635.000 50.00 .00 .00 468.80 7500.00 486.72 .00 487.69 25.70 8.25 1105.22 1479.44 * 25635.000 50.00 .00 .00 468.80 10500.00 488.45 .00 489.62 27.60 9.35 1610.41 1998.63 * 25635.000 50.00 .00 .00 468.80 11800.00 488.94 .00 490.18 28.93 9.79 1808.81 2193.92 * 25635.000 50.00 .00 .00 468.80 15100.00 489.83 .00 491.31 33.78 11.02 2192.83 2598.06 25685.000 50.00 .00 .00 469.10 7500.00 487.23 .00 487.84 19.23 6.32 1268.63 1710.38 25685.000 50.00 .00 .00 469.10 10500.00 489.07 .00 489.77 18.63 7.00 1884.93 2432.73 25685.000 50.00 .00 ,00 469.10 11800.00 489.60 .00 490.35 19.16 7.31 2102.97 2695.76 25685,000 50.00 .00 ,00 469.10 15100.00 490.61 .00 491.50 21.40 8.15 2558,10 3263.82 04JAN97 15:23:43 PAGE 19 MULTIPLE FLOOO FREQUENCY SUMMARY PRINTOUT TABLE 150 SECNO Q CNSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 18500.000 7500.00 462.79 .00 .00 .00 436.50 .00 18500.000 1050.00 463.70 .91 .00 .00 520.00 .00 18500.000 11800.00 464.19 .49 .00 .00 567.83 .00 18500.000 15100.00 465.91 1.72 .00 .00 646,81 .00 * 18514.000 7500.00 463.39 .00 .60 .00 143.75 14.00 * 18514.000 1050.00 463.70 .31 .00 .00 145.62 14.00 * 18514.000 11800.00 464.18 .48 -.01 .00 148.62 14.00 18514.000 15100.00 465.50 1.32 -.41 .00 156.88 14.00 18515.000 7500.00 463.36 .00 -.03 .00 138.51 1.00 18515.000 1050.00 463.70 .34 .00 .00 140.63 1.00 18515.000 11800.00 464.12 .42 -.06 .00 143.22 1.00 18515.000 15100.00 465.42 1.31 -.08 .00 151.36 1.00 18565.000 7500.00 463.50 .00 .13 .00 138.67 50.00 18565.000 1050.00 463.70 .21 .00 .00 139.93 50.00 18565.000 11800.00 464.47 .77 .35 .00 144.62 50.00 18565.000 15100.00 465.83 1.37 .41 .00 152.95 50.00 18566.000 7500.00 463.49 .00 -.01 .00 143.64 1.00 18566.000 1050.00 463.70 .22 .00 .00 144.93 1.00 18566.000 11800.00 464.42 .72 -.05 .00 149.30 1.00 18566.000 15100.00 465.73 1.31 -.11 .00 157.27 1.00 * 18600.000 7500.00 464.08 .00 .59 .00 375.00 34.00 * 18600.000 1050.00 463.71 -.37 .01 -.37 375.00 34.00 18600.000 11800.00 465.94 2.23 1.52 1.86 375.00 18600.000 15100.00 467.80 1.86 2.08 3.7-5 375.00 34.00 18615.000 7500.00 464.13 .00 .05 .00 402.00 15.00 18615.000 1050.00 463.71 -.42 .00 -.42 402.00 15.00 18615.000 11800.00 466.02 2.31 .08 1.89 402.00 15.00 18615.000 15100.00 467.88 1.86 .08 3.75 402.00 15.00 * 18650.000 7500.00 463.59 .00 '.55 .00 398.26 35.00 * 18650.000 1050.00 463.70 .12 -.01 .12 413.68 35.00 * 18650.000 11800.00 465.62 1.92 -.40 2.04 425.00 35.00 * 18650.000 15100.00 46?.69 2.07 '.19 4.11 425.00 35.00 * 19034.000 7500.00 466.21 .00 2.62 .00 551.46 384.00 * 19034.000 10500.00 465.15 -1.05 1.45 '1.05 536.20 384.00 * 19034.000 11800.00 467.83 2.67 2.21 1.62 571.28 384.00 19034.000 15100.00 469.08 1.25 1.38 2.87 586.56 384.00 04JAN97 15:23:43 PAGE 20 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 19160.000 7500.00 466.47 .00 .27 .00 564.50 126.00 * 19160.000 10500.00 466.68 .20 1.52 .20 568.53 126.00 19160.000 11800.00 468.06 1.38 .23 1.59 595.89 126.00 19160.000 15100.00 469.28 1.22 .20 2.81 617.40 126.00 * 19320.000 7500.00 466.55 .00 .08 .00 551.16 160.00 * 19320.000 10500.00 466.90 .35 .23 .35 564.97 160.00 19320.000 11800.00 468.30 1.39 .24 1.74 616.62 160.00 19320.000 15100.00 469.57 1.28 .29 3.02 645.56 160.00 19550.000 7500.00 467.34 .00 .79 .00 572.88 230.00 19550.000 10500.00 468.31 .97 1.41 .97 624.13 230.00 19550.000 11800.00 468.9? .66 .67 1.63 644.14 230.00 19550.000 15100.00 470.13 1.16 .55 2.78 676.90 230.00 19662.000 7500.00 467.88 .00 .53 .00 622.05 112.00 196~2.000 10500.00 468.89 1.02 .58 1.02 656.36 112.00 19662.000 11800.00 469.43 .53 .46 1.55 674.35 112.00 19662.000 15100.00 470.53 1.11 .41 2.66 710.03 112.00 20000.000 7500.00 468.77 .00 .89 .00 533.93 338.00 20000.000 10500.00 469.88 1.11 .99 1.11 568.32 338.00 20000.000 11800.00 470.35 .47 .93 1.58 576.00 338.00 20000.000 15100.00 471.38 1.03 .85 2.61 587.67 338.00 * 20540.000 7500.00 469.77 .00 1.00 .00 435.76 540.00 20540.000 10500.00 470.95 1.18 1.06 1.18 454.90 540.00 20540.000 11800.00 471.41 .46 1.06 1.64 462.22 540.00 20540.000 15100.00 472.45 1.04 1.07 2.68 480.28 540.00 .500 7500.00 470.36 .00 .59 .00 398.34 435.00 .500 10500.00 471.66 1.30 .71 1.30 442.46 435.00 .500 11800.00 472.17 .51 .76 1.80 457.15 435.00 .500 15100.00 473.30 1.13 ,85 2.94 478.69 435.00 * .600 7500.00 470.15 .00 -.21 .00 321.05 390.00 * .600 10500.00 471.31 1.16 -.35 1.16 367.41 390.00 * .600 11800.00 471.82 .51 -.35 1.67 387.82 390.00 * .600 15100.00 473.04 1.23 -.26 2.89 442.11 390.00 21690.000 7500.00 4?2.07 .00 1.92 .00 250.65 325.00 21690.000 10500.00 473.64 1.56 2.33 1.56 363.47 325.00 21690.000 11800.00 474.16 .52 2.34 2.08 394.62 325.00 21690.000 15100.00 475.20 1.04 2.16 3.13 426.07 325.00 * 1.000 7500,00 474.71 .00 2.64 .00 276.57 530.00 * 1.000 10500.00 476.44 1.7'~ 2.80 1.73 283.70 530.00 * 1.000 11800.00 477.02 .58 2.86 2.31 284.58 530.00 * 1.000 15100.00 478.22 1.21 3.02 3.51 287.09 530.00 04JAN97 15:23:43 PAGE 21 SECNO Q CNSEL DIF~SP DIFNSX DIFK~S TOPNID XLCH * 22600.000 7500.00 475.44 .00 .73 .00 248.76 380.00 * 22600.000 10500.00 477.21 1.77 .77 1.77 262.39 380.00 * 22600.000 11800.00 477.83 .62 .81 2.39 267.12 380.00 22600.000 15100.00 479.15 1.32 .92 3.71 281.38 380.00 * 2.000 7500.00 478.00 .00 2.56 .00 190.41 570.00 2.000 10500.00 479.60 1.60 2.39 1.60 204.81 570.00 2.000 11800.00 480.19 .59 2.36 2.19 210.47 570.00 2.000 15100.00 481.50 1.31 2.35 3.50 224.89 570.00 23900.000 7500.00 479.98 .00 1.98 .00 308.21 730.00 23900.000 10500.00 481.82 1.84 2.22 1.84 358.55 730.00 23900.000 11800.00 482.51 .69 2.33 2,54 366.32 730.00 * 23900.000 15100.00 484.08 1.56 2.58 4.10 375.45 730.00 3.000 7500.00 480.66 .00 .68 .00 232.23 465.00 3.000 10500.00 482.44 1.79 .62 1.79 279.43 465.00 3.000 11800.00 483.11 .67 .60 2.46 286.15 465.00 3.000 15100.00 484.63 1.52 .55 3.98 303.89 465.00 * 4,000 7500.00 481.49 .00 .83 .00 141.41 560.00 * 4.000 10500.00 483.25 1.76 .80 1.76 173.84 560.00 * 4.000 11800.00 483.90 .65 .79 2.41 187.91 560.00 * 4.000 15100.00 485.38 1.48 .75 3.89 224.59 560.00 5.000 7500.00 481.96 .00 .47 .00 215.62 145.00 5.000 10500.00 483.84 1.89 .60 1.89 272.36 145.00 5.000 11800.00 484.57 .72 .67 2.61 299.53 145.00 5.000 15100.00 486.23 1.66 .85 4.27 348.81 145.00 24930.000 7500.00 482.49 .00 .53 .00 227.34 220.00 24930.000 10500.00 484.42 1.94 .58 1.94 254.25 220.00 24930.000 11800.00 485.15 .72 .58 2.66 262.22 220.00 24930.000 15100.00 486.7'/ 1.62 .54 4.28 281.42 220.00 6.000 7500.00 482.35 .00 -.14 .00 188.27 90.00 6.000 10500.00 484.22 1.86 -.21 1.86 238.46 90,00 6.000 11800.00 484.92 .71 -.23 2.57 257.89 90.00 6.000 15100.00 486.53 1.61 -.24 4.18 271.94 90.00 * 25085.000 7500.00 481.84 .00 -.51 .00 124.43 80.00 * 25085.000 10500.00 483.66 1.82 -.55 1.82 198.36 80.00 * 25085.000 11800.00 484.41 .75 -.51 2.57 223.09 80.00 * 25085.000 15100.00 486.12 1.71 -.41 4.28 240.44 80.00 25135.000 7500.00 482.95 .00 1.11 .00 170.56 50.00 25135,000 10500.00 484.85 1.90 1.19 1.90 212.82 50.00 25135.000 11800.00 485.49 .64 1.08 2.54 218.66 50.00 25135.000 15100.00 486.89 1.41 .77 3.94 232.62 50.00 04JAN97 15:23:43 PAGE 22 SECNO Q CNSEL DIFWSP DIFWSX DIFKWS TOP,ID XLCH 25185.000 7500.00 483.48 .00 .53 .00 244.43 50.00 25185.000 10500,00 485.70 2.23 .86 2.23 304.27 50.00 25185.000 11800.00 486.46 .76 .98 2.98 323.06 50.00 25185.000 15100.00 488.12 1.66 1.23 4.64 364.00 50.00 25235.000 7500.00 484.08 .00 .60 .00 257.59 50.00 25235.000 10500.00 486.04 1.95 .33 1.95 316.33 50.00 25235.000 11800.00 486.~5 .71 .28 2.~ 342.98 50.00 25235.000 15100.00 488.33 1.58 .21 4.24 398.95 50.00 * 25285.000 7500.00 482.58 .00 -1.51 .00 136.68 50.00 * 25285.000 10500.00 484.83 2.26 -1.20 2.26 237.69 50.00 * 25285.000 11800.00 485.82 .99 -.92 3.25 282.12 50.00 ~ 25285.000 15100.00 487.71 1.89 '.61 5.14 354.37 50.00 * 25335.000 7500.00 485.79 .00 3.21 .00 307.35 50,00 ~ 25335.000 10500.00 487.63 1.85 2.80 1.85 378.30 50.00 t 25335.000 11800.00 488.15 .52 2.33 2.37 396.18 50.00 * 25335.000 15100.00 489.20 1.04 1.48 3.41 424.43 50.00 25385.000 7500,00 485.90 .00 .12 .00 358.32 50.00 25385.000 10500.00 487.78 1.88 .15 1.88 446.99 50.00 25385.000 11800.00 488.32 .54 .16 2.41 465.32 50.00 25385.000 15100.00 489.40 1.09 .21 3.50 492.69 50.00 25470.000 7500.00 486.00 .00 .09 .00 262.38 85.00 25470.000 10500.00 487.82 1.82 .04 1.82 504.99 85.00 25470.000 11800.00 488.35 .53 .04 2.36 559.81 85.00 25470,000 15100.00 489.44 1.08 .03 3.44 641.71 85.00 25500.000 7500.00 48?.04 .00 1.05 .00 378.56 30.00 25500.000 10500.00 488.84 1.80 1.02 1.80 625.14 30.00 25500.000 11800.00 489.34 .51 .99 2.30 676.96 30.00 25500.000 15100.00 490.29 .95 .85 3.25 748.84 30.00 25585.000 7500.00 487.03 .00 -.01 .00 252.76 85.00 25585.000 10500.00 488.80 1.77 -.04 1.77 335.86 85.00 25585.000 11800.00 489.29 .49 .05 2.26 364.30 85.00 25585.000 15100.00 490.19 .90 -.10 3.16 593.21 85.00 * 25635.000 7500.00 486.72 .00 -.31 .00 175.53 50.00 * 25635.000 10500.00 488.45 1.73 -.35 1.73 393.18 50.00 * 25635.000 11800.00 488.94 .49 -.35 2.22 412.87 50.00 * 25635.000 15100.00 489.83 .89 -.36 3.11 448.54 50.00 25685.000 7500.00 487.23 .00 .51 .00 196.90 50.00 25685.000 10500.00 489.07 1.84 .62 1.84 402.63 50.00 25685.000 11800.00 489.60 .53 .65 2.36 421.16 50.00 25685.000 15100.00 490.61 1.02 .78 3.38 500.67 '50.00 04JAN97 15:23:43 PAGE 23 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 18514.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 3 CONVEYANCE CHANGE OUTS[DE ACCEPTABLE RANGE ~ARNING SECNO= 18600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARNING SECNO= 18650.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NARNING SECNO= 18650.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARNIN6 SECNO= 18650.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19034.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 19034,000 PROFILE= 2 CRITICAL DEPTH ASSUHED CAUTION SECNO= 19034.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 19034.000 PROFILE= 2 ZO TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 19034.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19160.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARNING SECNO= 19320.000 PROFILE= I CONVEYANCE CHANGE OUTS[DE ACCEPTABLE RANGE ~ARNING SECNO= 19320.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 20540.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NARNING SECNO= 1.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NARNING SECNO= 1.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NARNING SECNO= 22600.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE UARNING SECNO= 25085.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE UARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE 04JANg? 15:23:43 PAGE 24 WARNING SECNO= 25085.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25285.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 25285.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 25285.000 PROFILE= 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 25285.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 25285.000 PROFILE= 3 MINIMUM SPECIFIC ENERGY WARNING SECNO= 25285.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2533§.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARNING SECNO= 256~5.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 04JAN97 15:23:43 PAGE 25 FLOOOgAY DATA, MULTIPLE FLOOD FREQUENCY PROFILE NO. 2 ....... FLOODWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOOOWAY FLOODWAY 18500.000 520. 1474. .7 463.7 462.8 .9 18514.000 412. 1132. .9 463.7 463.4 .3 18515.000 412. 1093. 1.0 463.7 463.4 .3 18565.000 411. 1104. 1.0 463.7 463.5 .2 18566.000 411. 1143. .9 463.7 463.5 .2 18600.000 375. 1701. .6 463.7 464.1 -.4 18615.000 402. 1746. .6 463.7 464.1 -.4 18650.000 414. 967. 1.1 463.7 463.6 .1 19034.000 536. 1735. 6.1 465.1 466.2 -1.1 19160.000 569. 2365. 4.4 466.7 466.5 .2 19320.000 565. 2083. 5.0 466.9 466.6 .3 19550.000 624. 2279. 4.6 468.3 467.3 1.0 19662.000 656. 2644. 4.0 468.9 467.9 1.0 20000.000 568. 2766. 3.8 469.9 468.8 1.1 20540.000 455. 2792. 3.8 471.0 469.8 1.2 · 500 442. 3239. 3.2 471.7 470.4 1.3 · 600 367. 1197. 8.8 471.4 470.2 1.2 21690.000 363. 1373. 7.6 473.7 472.1 1.6 1.000 284. 1767. 5.9 476.4 474.7 1.7 22600.000 262. 1478. 7.1 477.2 475.4 1.8 2.000 205. 1460. 7.2 479.6 478.0 1.6 23900.000 359. 2126. 4.9 481.8 480.0 1.8 3.000 2~9. 2027. 5.2 482.5 480.7 1.8 4.000 174. 1398. 7.5 483.3 481.5 1.8 5.000 272. 1760. 6.0 483.9 482.0 1.9 24930.000 254. 2193. 4.8 484.4 482.5 1.9 6.000 238. 1534. 6.8 484.3 482.4 1.9 25085.000 198. 942. 11.1 483.6 481.8 1.8 25135.000 213. 1215. 8.6 484.8 482.9 1.9 25185.000 304. 1766. 5.9 485.7 483.5 2.2 25235.000 316. 1874. 5.6 486.1 484.1 2.0 25285.000 238. 1007. 10.4 484.9 482.6 2.3 25335.000 378. 2238. 4.7 487.6 485.8 1.8 25385.000 447. 2465. 4.3 487.8 485.9 1.9 25470.000 505. 2256. 4.7 487.8 486.0 1.8 25500.000 625. 2904. 3.6 488.8 487.0 1.8 25585.000 336. 2197. 4.8 488.8 487.0 1.8 25635.000 393. 1610. 6.5 488.4 486.7 1.7 25685.000 403. 1885. 5.6 489.0 487.2 1.8 04JAN97 15:23:43 PAGE 26 FLOOOWAY DATA, MULTIPLE FLOOD FREQUENCY PROFILE NO. 3 ....... FLOODWAY ....... NATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH ~[THOUT DIFFERENCE AREA VELOCITY FLOOOWAY FLOOOWAY 18500.000 568. 1740. 6.8 464.2 462.8 1.4 18514.000 413. 1202. 9.8 464.2 463.4 .8 18515.000 413. 1152. 10.2 464.1 463.4 .? 18565.000 414. 1213. 9.? 464.5 463.5 1.0 18566.000 414. 1249. 9.4 464.4 463.5 .9 18600.000 375. 2539. 4.6 465.9 464.1 1.8 18615.000 402. 2674. 4.4 466.0 464.1 1.9 18650.000 425. 1779. 6.6 465.6 463.6 2.0 19034.000 571. 3217. 3.? 467.8 466.2 1.6 19160.000 596. 3165. 3.7 468.1 466.5 1.6 19320.000 617. 290?. 4.1 468.3 466.6 1.7 19550.000 644. 2702. 4.4 469.0 467.3 1.7 19662.000 674. 2998. 3.9 469.4 467.9 1.5 20000.000 576. 3036. 3.9 470.4 468.8 1.6 20540.000 462. 3005. 3.9 471.4 469.8 1.6 .500 457. 3466. 3.4 472.2 470.4 1.8 .600 388. 1390. 8.5 471.8 470.2 1.6 21690.000 395. 1571. 7.5 474.2 472.1 2.1 1.000 285. 1932. 6.1 477.0 474.7 2.3 22600.000 267. 1640. 7.2 477.8 475.4 2.4 2.000 210. 1582. 7.5 480.2 478.0 2.2 ~ 23900.000 366. 2378. 5.0 482.5 480.0 2.5 3.000 286. 2216. 5.3 483.1 480.7 2.4 4.000 188. 1516. 7.8 483.9 481.5 2.4 5.000 300. 1967. 6.0 484.6 482.0 2.6 24930.000 262. 2380. 5.0 485.1 482.5 2.6 6.000 258. 1710. 6.9 484.9 482.4 2.5 25085.000 223. 1103. 10.7 484.4 481.8 2.6 25135.000 219. 1351. 8.7 485.5 482.9 2.6 25185.000 323. 2004. 5.9 486.5 483.5 3.0 25235.000 343. 2108. 5.6 486.7 484.1 2.6 25285.000 282. 1265. 9.3 485.8 482.6 3.2 25335.000 396. 2441. 4.8 488.2 485.8 2.4 25385.000 465. 2711. 4.4 488.3 485.9 2.4 25470.000 560. 2541. 4.6 488.4 486.0 2.4 25500.000 677. 3233. 3.7 489.3 487.0 2.3 25585.000 364. 2368. 5.0 489.3 487.0 2.3 25635.000 413. 1809. 6.5 488.9 486.7 2.2 25685.000 421. 2103. 5.6 489.6 487.2 2.4 04JAN97 15:23:43 PAGE 27 FLOOOWAY DATA, MULTIPLE FLOOD FREQUENCY PROFILE NO. 4 ....... FLOOOWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOOOWAY FLOODWAY 18500.000 647. 2789. 5.4 465.9 462.8 3.1 18514.000 417. 1405. 10.7 465.5 463.4 2.1 18515.000 417. 1344. 11.2 465.4 463.4 2.0 18565.000 418. 1417. 10.7 465.8 463.5 2.3 18566.000 417. 1449. 10.4 465.7 463.5 2.2 18600,000 375. 3237. 4.7 467.8 464.1 3.7 18615.000 402. 3422. 4.4 467.9 464.1 3.8 18650.000 425. 2659. 5.7 467.7 463.6 4.1 19034.000 587. 3940. 3.8 469.1 466.2 2.9 19160.000 617. 3911. 3.9 469.3 466.5 2.8 19320.000 646. 3713. 4.1 469.6 466.6 3.0 19550.000 677. 3466. 4.4 470.1 467.3 2.8 19662.000 710. 3765. 4.0 470.5 467.9 2.6 20000.000 588. 3636. 4.2 471.4 468.8 2.6 20540.000 480. 3491. 4.3 472.4 469.8 2.6 · 500 479. 3997. 3.8 47'5.3 470.4 2.9 · 600 442. 1898. 8.0 473.0 470.2 2.8 21690.000 426. 2001. 7.5 475.2 472.1 3.1 1.000 287. 2276. 6.6 478.2 474.7 3.5 22600.000 281. 2001. 7.5 479.1 475.4 3.7 2.000 225. 1867. 8.1 481.5 478.0 3.5 = 23900.000 375. 2958. 5.1 484.1 480.0 4.1 3.000 304. 2664. 5.7 484.6 480.7 3.9 4.000 225. 1821. 8.3 485.4 481.5 3.9 5.000 349. 2516. 6.0 486.2 482.0 4.2 24930.000 281. 2823. 5.3 486.8 482.5 4.3 6.000 272. 2137. 7.1 4~.5 482.4 4.1 25085.000 240. 1500. 10.1 486.1 481.8 4.3 25135.000 233. 1670. 9.0 486.9 482.9 4.0 25185.000 364. 2571. 5.9 488.1 483.5 4.6 25235.000 399. 2696. 5.6 488.3 484.1 4.2 25285.000 354. 1869. 8.1 487.7 482.6 5.1 25335.000 424. 2869. 5,3 489.2 485.8 3.4 25385.000 493. 3231. 4.7 489.4 485.9 3.5 25470.000 642. 3192. 4.7 489.4 486.0 3.4 25500.000 749. 3912. 3.9 490.3 487.0 3.3 25585.000 593. 2766. 5.5 490.2 487.0 3.2 25635.000 449. 2193. 6.9 489.8 486.7 3.1 25685.000 501. 2558. 5.9 490.6 487.2 3.4 APPENDIX II EXISTING WATERSHED - PROPOSED CONDITIONS MODELS MODEL PROEX29 - 100 -YEAR FLOOD PLAIN AND FLOODWAY MODEL MFPREX29 - MULTIPLE FLOOD FREQUENCY • * HEC-Z WATER SURFACE PROFILES * * U.S. ARHY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.29 May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS~ CALIFORNIA 95616-&6~? * * RUN DATE 04JAN97 TINE 15:36:39 * * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 04JAN97 15:36:39 PAGE 1 THIS RUN EXECUTED 04JAN97 15:36:39 NEC-2 WATER SURFACE PROFILES Version 4.6.21 May 1991 T1 EXISTING CONDiTiON WATERSHED MODEL - PROPOSED FLOOD PLAIN CONDITIONS T2 MODEL MFPREX29.DAT - BASED ON PROULT29.DAT WiTH Q AND BEGIN WSE CHANGES T3 MULTIPLE FLOOD FREQUENCY, 10 YEAR STORM-GRAPEViNE, CREEK DEC. 1996 T4 CARTER ADDiTiON, COPPELL, TX., ADD PROP. FiLL AND EFFECTIVE FLC~/ LIMITS T5 SECTION 19034, 19320, AND 19662 ADDED FROM SURVEY WiTH PROPOSEO FiLL T6 PROPOSED SWALE AT SECTIONS 18650 - 19662. T7 FEKR MOOEL SECTION 0.1 IS SECTION 19160 IN THiS MODEL WiTH PROP. FiLL T8 FEMA MOOEL SECTION 0.2 IS SECTION 19550 IN THiS MODEL WiTH PROP. FILL T9 BEGIN WiTH W.S.E. AT SECTION 18500 FROM GABMULT.FEM, FEMA GABMULT J1 iCHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ O. 2 462.79 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 200 J5 LPRNT NUNSEC ********REQUESTED SECTION NUMBERS******** -10. -10. NC .07 .07 .05 .1 .3 QT 6 7500 10500 11800 15100 16000 11800 ET 8.1 4800 5150 PROFILE SECTION K - SURVEY SECT%ON 11 END LAND DEVELOPEMENT FiLL ON LEFT OVERBANK Xl 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 4?9.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 470.8 4400 4?0.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 4983 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 46,8.5 5250 47'2.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 4?9.3 5440 04JAN97 15:36:39 PAGE 2 NC .028 .3 .5 ET 8.11 1390 1795.0 Xl 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 4?2.5 1501 472.34 1513 467.09 1513 GR 458,91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 47'5.65 1680.7 473.8 1698 47'5.8 1757 GR 47'5.5 1807 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT BRIDGE -- DATA UPDATE ON OCT. 1987 MOORE ROAO- DOI,/NSTREAN SIDE Xl 18515 38 1513 1680.7 1 1 1 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 47-5.32 469.32 1625.55 47-5.76 469.76 1680.7 473.65 469.65 BT 1698 47'5.8 0 1757 473.8 0 1807 473.5 0 BT 1857 47'5.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GE 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 : 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 47"5.65 1680.7 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1410 1780.0 MOORE ROAO- UPSTREAM SIDE Xl 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 46:3.3 1258 470.6 1258 GR 470.8 1407 47"2.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.7'5 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 04JAN97 15:36:39 PAGE GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1470 1720 Xl 18566 33 1540.15 1651.3 1 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 4?0.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 NC .05 ET 6.1 6.1 6.1 6.1 1155. 1530. ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM Xl 18600 19 1350 1500 34 34 34 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.? 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 6.1 6.1 6.1 6.1 1140. 1542. ADD EFFECTIVE FLOW LINIT$ DUE TO BRIDGE DOWNSTREAM Xl 18615 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 ~ 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 6.1 6.1 6.1 6.1 1575. 2000. ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM ADD PROPOSED FILL TO LEFT OVERBANK ADD PROPOSED SWALE TO RIGHT OVERBANK Xl 18650 31 1805 1868 35 35 35 .7 GR 482.6 1100 478.3 1200 469.2 1300 469.3 1440 469.3 1535 GR 462.8 1561 462.3 1600 461.6 1700 462,4 1805 447.5 1830 GE 446.8 18~1 448.1 1853 462.0 1868 462.3 1900 462.5 1930 GR 461.0 1940 462.8 1950 463.1 2000 467.3 2100 472.3 2133 GR 473.2 2134 472.7 2140 470.7 2157 475.6 2185 476.4 2200 GR 477.0 2250 478.2 2263 478.6 2284 477.7 2300 476.2 2321 GR 478.3 2349 QT 6 7500 1050 0 11800 15100 16500 11800 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1. 305. 661. 04JAN97 15:36:39 PAGE 4 SURVEYED SECTION ADDED TO BASE MOOEL BY JP ENGRS. PROPOSEO FILL IN LEFT OVERBANK PROPOSEO SHALE IN RIGHT OVERBANK Xl 19034. 25. 509. 562. 240. 140. 384. GR 470.65 100. 470.3 103. 470.3 152. 463.8 178. 462.2 199. GR 461.9 256. 462.8 435. 463.8 509. 462.0 515. 457.0 517. GR 453.8 524. 449.4 527. 448. 540. 448.2 546. 451.5 547. GR 454.1 553. 461.9 562. 462.9 600. 461.5 606. 461.5 616. GR 463.5 626. 463.6 668. 464.3 691. 470.3 705. 472. 711. ET 8.1 335 650 USE 18 FT. BOTTOI4 WIDTH SWALE , 4.SFT. DEEP BEGIN SHALE AT STA 565. SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.1 IN FEMA MOOEL. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK - BEGIN AT RIGHT CHANNEL BANK X1 19160. 23. 465. 560. 90. 135. 126. GR 478. O. 476. 10. 474. 25. 472. 35. 470.3 60. GR 470.3 139. 464. 164.2 464. 465. 460. 480. 450. 500. GR 449. 510. 449. 520. 450. 530. 460. 550. 462. 560. GR 462.3 565. 458.5 574.5 458.5 592.5 463.5 608. 464. 625. GR 466. 655. 470. 695. 471. 715. ET 8.1 313. 643. USE 20 FT. BOTTOM WIDTH SWALE, 3 FT. DEEP, BEGIN SWALE AT STA 675. SURVEYED SECTION ADDED TO BASE MOOEL BY JP ENGRS. ~ PROPOSEO FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBAN~ X1 19320. 25. 502. 540. 110. 200. 160. GR 472. 100. 470.9 106. 470.9 180. 465.2 202.8 463.9 260. GR 463.0 336. 463.8 412. 463.9 442. 462.7 502. 453.1 506. GR 450.3 512. 447.9 521. 449.3 534. 453.0 535. 463.2 540. GR 463.7 564. 463.2 592. 464.5 667. 464.8 675.0 463.0 685. GR 463.0 705. 466.5 715. 468.1 758. 471.3 785. 472. 808. ET 8.1 172.5 530 SECTION AODED ~Y NDM ENGINEERS FRON COPPELL TOPO 06/27/87 THIS SECTION NAMED 0.2 IN FEHA MOOEL. PROPOSED FILL IN LEFT OVERBANK PROPOSED SHALE IN RIGHT OVERBANK. 10 FT. BOTTOM HIDTH. Xl 19550. 24. 310. 385. 180. 65. 230. GR 478. O. 476. 35. 474. 50. 472. 80. 472. 140. GR 467.8 156.8 466. 240. 464. 310. 460.- 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 465.6 655. GR 463.3 665. 463.3 675. 465.8 685. 466. 725. 468. 760. GR 470. 780. 472. 785. 474. 802. 475. 810. 04JAN97 15:36:39 PAGE 5 ET 8.1 312. 7'~0. SURVEYED SECTION ADOEO TO SASE MOOEL BY JP ENGRS. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK. LAST SECTION WITH PROPOSEO FILL Xl 19662. 26. 391. 450. 115. 170. 112. GR 477'.4 100. 472.0 180. 472.0 217. 469.8 225.8 467.5 289. GR 466.9 333. 464.0 391. 458.0 395. 450.8 407. 450.4 410. GR 452.1 434. 465.3 450. 465.9 468. 465.4 539. 465.6 595. GR 465.3 659. 464.9 723. 465.6 814. 465.6 825. 464.4 835. GR 465.7 845. 467.3 886. 467.8 900. 470. 914. 472.0 920. GR 474.0 929. ET 8.1 158.5 528.5 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.3 IN FEMA MOOEL. xl 20000. 16. 315. 372. 295. 110. 338. GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 PROFILE SECTION M - SURVEY SECTION 13 SECTION MOOIFIED BY NDM ENGINEERS BASED ON COPPELL TOPO 06/27/87 ~ Xl 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 7500 1050 0 11800 15100 16100 11800 ET 8.1 225 575 SECTION ADDED BY NON ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 0.5 19. 450. 582. 315. 415. 435. GR 484. O. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 196. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. 04JAN97 15:36:39 PAGE 6 ET 8.1 205 455 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.6 12.0 370. 455. 380. 360. 390. GR 480. O. 474. 60. 472. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 NN 5 .080 76 .045 146 .065 295 .035 295.1 .065 NH 445 QT 6. 7500. 10500. 11800. 15100. 16000. 11800. ET 8.1 32 212 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 1.0 19. 76. 146. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 283. 474.5 295. GR 479.75 295.1 479.75 385. 482. 400. 484. 445. QT 6. 7500. 10500. 11800. 15100. 16000. 11800. NH 5 .08 1397 .045 1447 .065 1473 .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 PROFILE SECTION N - SURVEY SECTION 14 Xl 22600 17 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 147'5.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 NC .08 .065 .045 ET 8.1 66 246 04JAN97 15:36:39 PAGE 7 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 2.0 19. 108. 173. 510. 540. 570. GR 487, O. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 17'5. GR 474. 188. 476. 225. 477.2 266. 490. 304.4 ET 8.1 1041 1391 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 23900 12 1215 1385 750 590 7'30 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 46~ 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 NH 5 .08 146 .045 271 .065 337 .035 337.1 .065 NH 490. ET 8.1 79 299 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 3.0 19.0 146. 271. 310. 450. 465. GR 489. O. 488. 4. 486. 14. 484. 42. 482. 62. GR 480. 120. 475. 146. 470. 172. 463.8 182. 463.8 194. GR 470. 215. 475. 271. 480. 326. 481. 337. 488.05 337.1 GR 488.05 391. 488.05 418. 490. 462. 492. 490. NH 4. .08 190. .05 315. .035 315.1 .065 665. ET 8.1 114 ~ 314 SECTION ADDEO BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 xl 4.0 19. 190. 315. 350. 540. 560. GE 491. O. 490. 32. 488. 48. 486. 75. 484. 125. GR 482. 168. 480. 190. 470. 218. 464.84 230. 464.84 238. GR 470. 255. 480. 315. 485.87 315.1 485.87 450. 485.87 525. GR 488. 550. 490. 586. 492. 635. 494. 665. QT 6 7500 10500 11800 15100 15500 11800 NC .08 .065 .05 ET 8.1 65 275 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 5.0 18. 98. 208. 130. 160. 145. GR 491. O. 490. 25. 488. 40. 486. 52. 484. 78. GR 482. 82. 480. 98. 470. 113. 468. 133. 465.9 148. GR 465.9 158. 470. 172. 480. 208. 482. 300. 48~. 355. GR 485.5 395. 489. 416. 490. 535. 04JAN97 15:36:39 PAGE 8 ET 8.1 1170 1400 Xl 24930 20 1312 1390 170 150 220 6R 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 1312 470 1340 GR 466.4 1355 466.4 1365 470 1375 480 1390 484 1410 GR 485 1415 486 1425 489 1435 491 1454 492 1580 ET 8.1 100 280 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/27/87 Xl 6.0 16. 184. 263. 50. 95. 90. GR 491. O. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 184. 470. 205. 466.8 215. 466.8 225. 470. 245. GR 476. 263. 483. 275. 485. 320. 490. 334. 492. 365. GR 493. 380. NC 0.080 0.060 0.045 ET 8.1 1537 1627 ********* ENO OF MOORE RD AS BUILT MOOEL ********** Xl 25085 19 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GR 480.7 1537 472 1560 467.3 1564 467.1 1572 467.2 1585 GR 478.4 1593 479.0 1607 480.6 1627 483 1658 488 1688 GR 490 1706 490 1706 490 1706 490 1708 04JAN97 15:36:39 PAGE 9 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 EXISTING WATERSHED CONDITION. PROPOSEO CHANNEL AND FLO00 PLAIN T3 CARTER ADDITION - COPPELL, TX.~ 50 YEAR FLO00 T4 SECTION 19034~ 19320, ANO 19662 ADDED FROH SURVEY ~ITH PROPOSED FILL T5 FEMA MOOEL SECTION 0.1 IS SECTION 19160 IN THIS MOOEL T6 FEMA MOOEL SECTION 0.2 IS SECTION 19550 IN THIS MOOEL T7 PROPOSED SWALE SECTIONS 18650 - 19662. T8 BEGIN MOOEL WITH 50 YEAR FLOOD ELEVATION FROH MOOEL GABMULT.DAT WHICH T9 IS BASED ON FEHA HOOEL GABMULT dl ICHECK lNG NINV IDIR STRT METRIC HVINS Q WSEL FQ 3 463.70 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIN ITRACE 2 -1 04dAN97 15:36:39 PAGE 10 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 EXISTING ~ATERSHED CONDITION~ PROPOSED CHANNEL AND FLOOO PLAIN T3 CARTER ADDITION - COPPELL, TX. 100 YEAR FLO00 T4 SECTION 19034° 19320, AND 19662 ADOED FROM SURVEY WITH PROPOSED FILL T5 FEMA HOOEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL T6 FEMA MODEL SECTION 0.2 IS SECTION 19550 IN THIS MODEL T7 PROPOSEO SWALE SECTIONS 18650 - 19662. T8 BEGIN MODEL WITH 100 YEAR FLO00 ELEVATION FROM MODEL GRBMULT.DAT NNICH T9 IS BASEO ON FEMA MODEL GABHULT dl ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 4 4~4.19 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 -1 04JAN97 15:36:~9 PAGE 11 T1 GRAPEVINE CREEK~ COPPELL, DALLAS COUNTY, TEXAS T2 EXISTING WATERSHED CONDIT%ON, PROPOSED CHANNEL AND FLOOD PLAIN T3 CARTER ADDIT%ON ~ COPPELL~ TX. 500 YEAR FLOOD T4 SECTION 19034, 19120~ AND 19~2 ADDED FROI4 SURVEY WITH PROPOSED FILL T5 FEMA MODEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL T6 FEI~U~ MODEL SECT%ON 0.2 IS SECT%ON 19550 %N THIS MODEL T? PROPOSED Sl,/ALE SECTIONS 18650 - 19662. T8 BEGIN MODEL WITH 500 YEAR FLO00 ELEVATION FROM MODEL GABMULT.DAT WHICH T9 %S BASED ON FEHA MODEL GABMULT J1 %CHECK INg NINV ]D]R STRT METRIC HVINS Q WSEL FQ 5 465.91 J~ NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IB~ CHNIM ITRACE 4 -1 04JAN97 15:36:39 PAGE 12 THIS RUN EXECUTED 04JAN97 15:37:08 HEC-2 ~ATER SURFACE PROFILES Version 4.6.2; Hay 1991 NOTE- ASTERISK (3) AT LEFT OF CROSS-SECTION NUHBER INDICATES HESSAGE IN SUHHARY OF ERRORS LZST HULTZPLE FLO00 FREQUENCY SUMHARY PRZNTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELH[N Q CNSEL CRINS EG lO*KS VCH AREA .01K 18500.000 .00 .00 .00 447.60 7500.00 462.79 459.57 463.97 55.07 8.90 1043.67 1010.61 18500.000 .00 .00 .00 447.60 10500.00 463.70 46~.12 465.14 64.04 10.27 147'5.76 1312.13 18500.000 .00 .00 .00 447.60 11800.00 464.19 .00 465.58 60.79 10.~5 1740.27 1513.40 18500.000 .00 .00 .00 447.60 15100.00 465.91 .00 466.8~ 38.39 9.16 2789.41 2436.92 * 18514.000 14.00 .00 .00 448.68 7500.00 463.39 .00 464.13 11.61 6.90 1087.95 2201.02 * 18514.000 14.00 .00 .00 448.68 10500.00 464.00 .00 465.24 18.29 8.95 1175.79 2454.98 * 18514.000 14.00 .00 .00 448.68 11800.00 464.18 .00 465.68 21.70 9.84 1202.25 2532.96 18514.000 14.00 .00 .00 448.68 15100.00 465.50 .00 467.31 22.97 10.80 1404.7'7' 3150.95 18515.000 1.00 470.50 469.76 448.68 7500.00 463.36 .00 464.16 =16.23 7.18 1045.47 1861.68 18515.000 1.00 470,50 469.76 448.68 10500.00 463.95 .00 465.30 26.03 9.32 1127.92 2057.86 18515.000 1.00 470.50 469.76 448.68 11800.00 464.12 .00 465.75 31.11 10.26 1151.85 2115.66 18515.000 1.00 470.50 469.76 448.68 15100.00 465.42 .00 467.40 33.89 11.28 1344.39 2594.01 18565.000 50.00 470.50 469.84 448.49 7500.00 463.50 .00 464.25 14.98 6.98 1075.13 1937.8~ 18565.000 50.00 470.50 469.84 448.49 10500.00 464.21 .00 465.45 23.18 8.95 1175.97 2181.09 18565.000 50.00 470.50 469.84 448.49 11800.00 464.47 .00 465.95 26.95 9.75 1213.38 227'5.04 18565.000 50.00 470.50 469.84 448.49 15100.00 465.83 .00 467.61 29.34 10.71 1416.7'5 2787.79 18566.000 1.00 .00 .00 448.49 7500.00 463.49 .00 464.27 9.60 7.13 1112.79 2421.02 18566.000 1.00 .00 .00 448.49 10500.00 464.18 .00 465.49 14.78 9.27 1212.56 27'51.35 18566.000 1.00 .00 .00 448.49 11800.00 464.42 .00 466.00 17.19 10.16 1248.77' 2845.87 18566.000 1.00 .00 .00 448.49 15100.00 465.7'5 .00 467.7'5 18.66 11.46 1449.32 3496.05 * 18600.000 34.00 .00 .00 447.40 7500.00 464.08 .00 464.44 20.30 5.20 1841.53 1664.56 18600.000 34.00 .00 .00 447.40 10500.00 465.38 .00 465.82 20.96 5.85 2329.80 2293.60 18600.000 34.00 .00 .00 447.40 11800.00 465.94 .00 466.40 20.74 6.05 2538.71 2591.09 18600.000 34.00 .00 .00 447.40 15100.00 467.80 .00 468.25 16.67 6.08 3236.76 3698.39 18615.000 15.00 .00 .00 447.40 7500.00 464.13 .00 464.47 19.32 5.10 1914.12 1706.43 18615.000 15.00 .00 .00 447.40 10500.00 465.45 .00 465.86 19.54 5.68 2445.98 2375.46 18615.000 15.00 .00 .00 447.40 11800.00 466.02 .00 466.44 19.19 5.85 267'5.65 2693.55 18615.000 15.00 .00 .00 44?.40 15100.00 467.88 .00 468.29 15.29 5.85 3421.84 3861.96 04JA#97 15:36:39 PAGE 13 SECNO XLCH ELTRD ELLC ELNIN G CUSEL CRI~S EG lO*KS VCH AREA .01K * 18650.000 35.00 .00 .00 447.50 7500.00 463.60 459.93 465.23 63.85 10.50 938.73 938.62 * 18650.000 35.00 .00 .00 447.50 10500.00 465.00 .00 466.53 59.61 11.01 1529.49 1359.92 * 18650.000 35.00 .00 .00 447.50 11800.00 465.64 .00 467.03 54.17 10.86 1800.79 1603.32 * 18650.000 35.00 .00 .00 447.50 15100.00 467.70 .00 468.62 34.58 9.59 2676.53 2567.80 * 19034.000 384.00 .00 .00 448.00 7500.00 466.17 .00 466.61 23.93 6.76 2282.91 1533.32 * 19034.000 384.00 .00 .00 448.00 1050.00 467.08 .00 467.09 .29 .78 2763.94 1937.10 * 19034.000 384.00 .00 .00 448.00 11800.00 467.79 .00 468.29 26.61 7.73 3143.03 2287.42 19034.000 38~.00 .00 .00 448.00 15100.00 469.05 .00 469.55 25.52 8.02 3830.78 2989.12 19160.000 126.00 .00 .00 449.00 7500.00 466.47 .00 466.83 13.72 5.41 2248.37 2024.81 19160.000 126.00 .00 .00 449.00 1050.00 467.08 .00 467.09 .21 .69 2560.89 2313.23 19160.000 126.00 .00 .00 449.00 11800.00 468.04 .00 468.54 17.60 6.67 3059.01 2812.83 19160.000 126.00 .00 .00 449.00 15100.00 469.26 .00 469.81 18.23 7.20 3714.96 3536.65 * 19320.000 160.00 .00 .00 447.90 7500.00 466.54 .00 467.26 34.79 8.39 1932.99 1271.54 * 19320.000 160.00 .00 .00 447.90 1050.00 467.08 .00 467.09 .51 1.04 2217.98 1472.33 19320.000 160.00 .00 .00 447.90 11800.00 468.28 .00 468.97 35.27 9.08 2880.07 1986.98 19320.000 160.00 .00 .00 447.90 15100.00 469.57 .00 470.20 32.42 9.15 3626.05 2652.08 19550.000 230.00 .00 .00 450.20 7500.00 467.28 .00 468.04 45.00 8.08 1713.85 1118.09 19550.000 230.00 .00 .00 450.20 1050.00 467.09 .00 467.11 1.01 1.19 1601.78 1046.78 19550.000 230.00 .00 .00 450.20 11800.00 468.93 .00 469.65 41.18 8.64 2701.58 1838.78 19550.000 230.00 .00 .00 450.20 15100.00 470.12 .00 470.79 36.58 8.74 3445.24 2496.64 19662.000 112.00 .00 .00 450.40 7500.00 467.77 .00 468.45 25.00 7.49 1939.47 1500.02 19662.000 112.00 .00 .00 450.40 1050.00 467.10 .00 467.12 .69 1.21 1544.45 1260.51 19662.000 112.00 .00 .00 450.40 11800.00 469.36 .00 470.10 27.89 8.53 2961.90 2234.36 19662.000 112.00 .00 .00 450.40 15100.00 470.52 .00 471.22 ~26.84 8.80 3761.38 2914.38 20000.000 338.00 .00 .00 451.00 7500.00 468.72 .00 469.21 27.26 7.12 2124.93 1436.35 20000.000 338.00 .00 .00 451.00 1050.00 467.13 .00 467.15 1.37 1.44 1333.71 898.41 20000.000 338.00 .00 .00 451.00 11800.00 470.31 .00 470.87 29.56 8.10 3012.86 2170.50 20000.000 338.00 .00 .00 451.00 15100.00 471.36 .00 471.95 30.14 8.62 3621.91 2750.24 * 20540.000 540.00 .00 .00 452.60 7500.00 469.74 .00 470.10 12.70 5.34 2256.59 2104.80 20540.000 540.00 .00 .00 452.60 1050.00 467.18 .00 467.20 .80 1.14 1200.99 1171.89 20540.000 540.00 .00 .00 452.60 11800.00 471.39 .00 471.89 16.49 6.6~ 2995.35 2905.83 20540.000 540.00 .00 .00 452.60 15100.00 472.43 .00 473.04 18.72 7.43 3485.10 3490.38 .500 435.00 .00 .00 454.00 7500.00 470.34 .00 470.53 8.42 4.01 2685.49 2585.23 .500 435.00 .00 .00 454.00 1050.00 467.22 .00 467.23 .57 .90 1606.00 1395.79 .500 435.00 .00 .00 454.00 11800.00 472.15 .00 472.44 10.75 5.05 3459.76 3598.29 .500 435.00 .00 .00 454.00 15100.00 473.29 .00 473.65 12.14 5.70 3992.28 4334.35 * .600 390.00 .00 .00 455.00 7500.00 470.13 466.72 471.63 64.61 9.86 791.89 933.05 * .600 390.00 .00 .00 455.00 1050.00 467.23 .00 467.29 3.37 1.97 532.53 572.17 * .600 390.00 .00 .00 455.00 11800.00 471.80 469.49 473.85 76.38 11.99 1382.41 1350.21 * .600 390.00 .00 .00 455.00 15100.00 473.03 472.76 475.11 72.62 12.58 1892.63 1771.88 04JAN97 15:36:39 PAGE 14 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 21690.000 325,00 .00 .00 455.90 7500,00 472.07 .00 475.67 59.60 10.34 893.79 971.48 21690.000 325.00 .00 .00 455.90 1050.00 467.35 .00 467.45 6.25 2.59 405.60 420.11 21690.000 325.00 .00 .00 455.90 11800.00 474.17 .00 476.04 62.32 11.90 1575.83 1494.71 21690.000 325.00 .00 .00 455.90 15100.00 475.21 .00 477.25 66.31 12.93 2004.40 1854.38 * 1.000 530.00 ,00 .00 457,30 7500.00 474.71 .00 475.57 22.41 7.81 1281.90 1584.23 * 1.000 530.00 .00 .00 457.30 10500.00 471.39 471.39 475.66 154.32 16.62 650.05 845.23 * 1.000 530.00 .00 .00 457.30 11800.00 477.02 .00 478.03 23.72 9.01 1931.20 2422.7"2 * 1.000 530.00 .00 .00 457.30 15100.00 478.22 .00 479.41 26.17 9.98 2275.63 2951.77 * 22600.000 380.00 .00 ,00 458.60 7500.00 475.44 .00 477.01 51.58 10.79 1024.50 1044.27 * 22600.000 380.00 .00 .00 458.60 10500.00 477.34 .00 478.86 46.23 11.26 1512.16 1544.36 * 22600.000 380.00 .00 .00 458.60 11800.00 47'7.83 .00 479.45 48.64 11.82 1640.01 1691.96 22600.000 380.00 .00 .00 458.60 15100.00 479.15 .00 480.89 49.81 12.68 2000.89 2139.60 * 2.000 570.00 .00 .00 459.60 7500.00 478.00 .00 478.94 22.91 8.12 1143.53 1566.92 2.000 570.00 .00 .00 459.60 10500.00 479.61 .00 480.82 26.70 9.47 1461.03 2032.13 2.000 570.00 .00 ,00 459.60 11800.00 480.19 .00 481.51 28.23 10.00 1581.63 2221.01 2.000 570.00 .00 .00 459.60 15100.00 481.50 .00 483.09 31.58 11,17 1866.83 2687.21 23900.000 730.00 .00 .00 463.00 7500.00 479.98 .00 480.42 17.19 5.39 1509.74 1809.06 23900.000 730.00 .00 .00 463.00 10500.00 481.83 .00 482.33 15.47 5.86 2127.65 2669.83 23900.000 750.00 .00 .00 463.00 11800.00 482.51 .00 483.04 15.04 6,04 2377'.82 3043.0? * 23900.000 730.00 .00 .00 463.00 15100.00 484.08 .00 484.66 14.30 6.46 295?.9? 3992.90 3.000 465.00 .00 .00 463.80 7500.00 480.66 .00 481.09 12.50 5.46 1561.71 2121.53 3.000 465.00 .00 .00 463,80 I0500.00 482.44 .00 483.00 13.74 6.24 2027.66 2886.19 3.000 465.00 .00 .00 463.80 11800.00 483.11 .00 483.71 13.51 6.54 2216.40 3209.88 3.000 465.00 .00 .00 463.80 15100.00 484.63 .00 485.34 =14.11 ?.20 2663.62 4019.43 * 4.000 560.00 .00 .00 464.84 7500.00 481.49 .00 482.19 29.15 6.75 1124.48 1389.13 * 4.000 560.00 .00 .00 464.84 10500.00 483.25 .00 484.19 30.81 7.81 1398.40 1891.~' * 4.000 560.00 .00 .00 464.84 11800.00 483.90 .00 484.94 31.58 8.22 1516.34 2099.70 * 4.000 560.00 .00 .00 464.84 15100.00 485.38 .00 486.64 33.10 9.14 1821.35 2624.45 5.000 145.00 .00 .00 465.90 7500.00 481.96 .00 482.54 19.17 6.19 1298.90 1713.16 5.000 145.00 .00 .00 465.90 10500.00 483.84 .00 484.56 19.87 7.01 1760.76 2355.68 5.000 145.00 .00 .00 465.90 11800.00 484.57 .00 485.32 19.84 7.27 1967.16 2649.06 5.000 145.00 .00 .00 465.90 15100.00 486.23 .00 487.04 19.31 ?.75 2515.53 3436.42 24930.000 220.00 .00 .00 466.40 7500.00 482.49 .00 482.92 15.11 5.92 1725.47 1929.68 24930.000 220.00 .00 .00 466.40 10500.00 484.43 .00 484.95 15.91 6.?0 2193.51 2632.78 24930.000 220.00 .00 .00 466.40 11800.00 485.15 .00 485.72 16.24 6.99 2379.70 2928.43 24930.000 220.00 .00 .00 466.40 15100.00 486.'~f .00 487.43 17.02 7.6? 2822.87 3659.65 6.000 90.00 .00 .00 466.80 7500.00 482.35 .00 483.21 25.28 7.62 1143.06 1491.67 6.000 90.00 .00 .00 466.80 10500.00 484.22 .00 485.29 27.19 8.71 1534.64 2013.62 6.000 90.00 .00 .00 466.80 11800.00 484.92 .00 486.06 27.62 9.07 1709.67 2245.27 6.000 90.00 .00 .00 466.80 15100.00 486.53 .00 487.78 28.03 9.81 2136.53 2851.96 * HEC'2 UATER SURFACE PROFILES * · U.S. ARHY CORPS OF ENGINEERS . . * HYOROLOG[C E#G[#EER[NG CENTER * Version &.6.2; Hay 1991 * * 609 SECOND STREET, SUITE D . · · DAVTSo CAL]FORNIA 95616-468? * RUN DATE OZJAN9? TINE 17:33:25 * * (916) 756-1104 ***********__**************************** ************************************* X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 07JANg? 17:33:26 PAGE 1 THIS RUN EXECUTED O?JAN9? 17:33:26 HEC-2 ~ATER SURFACE PROFILES Version 4.6.2; Hay 1991 T1 EXISTING CONDITION MATERSHED NOOEL - PROPOSED FLO~O PLAIN CONDITIONS T2 HODEL PROEXZg. DAT - BASED ON PROULTZg. DAT U]TH O AND BEGIN IdSE CHANGES T3 IO0-YEAR FLOOD PLAIN-IST PROF[LE~ FLOOOgAY-2ND PROFILE NOV. 1996 T& CARTER ADDITION ADD PROPOSED FILL AND EFFECTIVE FLOg LI#ITS T5 SECTION 190~.~ 19320, AND 19662 ADDED FRON SURVEY UITH PROPOSED FILL T6 PROPOSED SgALE AT SECTIONS 18650 - 19662. T7 FEI~ HOOEL SECTION 0.1 IS SECTION 19160 IN THIS HOOEL g~TH PROP. FILL T8 FEMA MOOEL SECTION 0.2 IS SECTION 19550 IN THIS MOOEL g1TH PROP. FILL T9 BEGIN ~]TH ~.S.E. AT SECTION 18500 CONPUTED IN NODEL CAREX1.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q ~SEL FG O. 4 46~.19 J2 NPROF ZPLOT PRFVS XSECV XSECH FN ALLDC [Bg CHN]# ITRACE 1 -1 J3 VARIABLE COOES FOR SUNMARY PRINTOUT 150 J5 LPRNT NUMSEC ********REOUESTED SECTION NUMBERSw**~*w* -10. -10. NC .07 .07 .05 .1 ~T 6 7500 10500 11800 15100 16000 11800 ET 8.1 4800 5150 PROFILE SECTION K - SURVEY SECTION 11 END LAND DEVELOPEMENT FILL ON LEFT OVERBANK Xl 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 47~.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 ~65.99 4553 46~.3 4~00 463.? 4650 GR ~63.2 4700 462.2 4750 ~2.3 4800 /,62.3 /~850 ~61.6 4900 GR ~61.6 4910 461.8 4920 462 4930 458.5 49~6 454.5 4960 GR 450 4970 447.6 4983 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 665.8 5200 GR &68.5 5250 472.8 5280 472.9 5290 470.6 5298 &75.1~ 5350 GR 475.9 5380 479.3 5440 07JA#97 17:33:26 PAGE 2 #c .028 .3 .5 ET 8.11 1390 1795.0 Xl 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 4~.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 47'5.65 1680.7 475.8 1698 473.8 1757 GR 475.5 1807 475.6 1857 475.6 1898 475.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT BRIOGE -- DATA UPOATE ON OCT. 1987 MOORE ROAO - DOI~ISTREM4 SlOE Xl 18515 38 1513 1680.7 1 1 1 ST -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 118,:3 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 475.32 469.32 1625.55 475.76 469.76 1680.7 475.65 469.65 BT 1698 475.8 0 1757 473.8 0 1807 473.5 0 BT 1857 475.6 0 1898 475.6 0 1907 473.3 0 GR ~ 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 ~ 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 475.65 1680.7 475.8 1698 475.8 1757 475.5 1807 GR 473.6 1857 475.6 1898 475.3 1907 ET 8.11 1410 1780.0 MOORE ROAO - UPSTREAM SlOE Xl 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1181 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 475.3 469.3 1624.92 475.84 469.84 1679.65 475.32 469.32 BT 1698 475.8 0 1757 475.8 0 1807 475.5 0 BT 1857 475.6 0 1898 47'5.6 0 1907 475.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.75 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 158,:3.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 475.32 1679.65 47'5.8 1698 475.8 1757 473.5 1807 07JA#97 17:33:26 PAGE 3 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1470 1720 Xl 18566 33 1540,15 1651.3 1 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 NC .05 E? 5.1 1155. 1530. 8.1 1290 1530 ADD EFFECTIVE FLOg LI#ITS DUE TO BRIDGE DOgNSTREAM Xl 18600 19 1350 1500 34 34 34 GR 476.3 1000 470.5 1050 46~.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 ~61 1500 462.7 1550 46~ 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1140. 1542. 8.1 1275 1542 ADD EFFECTIVE FLOg LIMITS DUE TO BRIOGE DOgNSTREAN Xl 18615 19 1350 1500 15 15 15 GR 476,3 1000 470.5 1050 46~.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 46~ 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1575. 2000. 8.1 1690 1980 ADO EFFECTIVE FLOg LIMITS DUE TO BRIOGE DOgNSTREAH AO0 PROPOSED FILL TO LEFT OVERBANK ADD PROPOSED S~/ALE TO RIGHT OVERBANK Xl 18650 31 1805 1868 35 35 35 .7 GR 482.6 1100 478.3 1200 469.2 1300 ~69.3 1440 469.3 1535 GR 462.8 1561 462.3 1600 461.6 1700 462.4 1805 447.5 1830 GR 446.8 1841 448.1 1853 462.0 1868 462.3 1900 462.5 1930 GR 461.0 1940 462.8 1950 463.1 2000 467.3 2100 472.3 2133 GR 473.2 2134 472.7 2140 470.7 2157 475.6 2185 476.4 2200 GR 477.0 2250 478.2 2263 478.6 228~ 477.7 2300 476.2 2321 GR 478.3 7_349 QT 6 7500 1050 0 11800 15100 16500 11800 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 305. 661. 07JAH97 17:33:26 PAGE 4 SURVEYED SECTION ADDED TO BASE HODEL BY JP ENGRS. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK Xl 19034. 25. 509. 562. 240. 140. 384. GR 470.65 100. 470.3 103. 470.3 152. 463.8 178. 462.2 199. GR 461.9 256. 462.8 435. 463.8 509. 462.0 515. 457.0 517. GR 453.8 524. 449.4 527. 448. 540. 448.2 546. 451.5 547. GR 456.1 553. 661.9 562. 462.9 600. 661.5 606. 661.5 616. GR 463.5 626. 463.6 668. 464.3 691. 470.3 705. 472. 711. ET 8.1 341. 650. USE 18 FT. BOTTON WIDTH SWALE ~ 4.5FT. DEEP BEGIN SWALE AT STA 565. SECTION ADOED BY NOM ENGINEERS FRON COPPELL TOPO 10/7.3/87 THIS SECTION NAMED 0.1 IN FEMA I4(X)EL. PROPOSEO F[LL IN LEFT OVERBANK PROPOSED SWALE ~N RIGHT OVERBANK - BEGIN AT RIGHT CHANNEL BANK Xl 19160. 23. 465. 560. 90. 135. 126. GR 478. O. 476. 10. 474. 25. 472. 35. 470.3 60. GR 470.3 139. 464. 164.2 464. 465. 460. 480. 450. 500. GR 449. 510. 449. 520. 450. 530. 460. 550. 462. 560. GR 662.3 565. 458.5 576.5 458.5 592.5 463.5 608. 464. 625. GR 666. 655. 470. 695. 471. 715. ET 8.1 313. 643. USE 20 FT. BOTTOM WIDTH SWALE, 3 FT. DEEP~ BEGIN SWALE AT STA 675. SURVEYED SECTION AODED TO BASE N(3OEL BY JP ENGRS. PROPOSEO FILL IN LEFT OVERBANK PROPOSEO SWALE IN RIGHT OVERBANK Xl 19320. 25. 502. 540. 110. 200. 160. GR 472. 100. 670.9 106. 470.9 180. 465.2 202.8 463.9 260. GR 463.0 336. 463.8 412. 463.9 442. 462.7 502. 453.1 506. GR 450.3 512. 447.9 521. 449.3 534. 453.0 535. 463.2 540. GR 463.7 564. 463.2 592. 464.5 667. 464.8 675.0 463.0 685. GR 463.0 705. 466.5 715. 468.1 758. 471.3 785. 472. 808. ET 8.1 172.5 530 SECTION ADDEO BY NOM ENGINEERS FROM COPPELL TOPO 06/27/87 THIS SECTZON NAMEO 0.2 IH FEMA HOOEL. PROPOSED FILL IN LEFT OVERBA#K PROPOSEO SWALE IN RIGHT OVERBANK. 10 FT. BOTTOM WIDTH. Xl 19550. 24. 310. 385. 180. 65. 230. GR 478. O. 476. 35. 474. 50. 472. 80. 472. 140. GR 467.8 156.8 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 465.6 655. GR 463.3 665. 463.3 675. 465.8 685. 466. 725. 468. 760. GR 470. 780. 472. 785. 474. 802. 475. 810. 07JAN97 17:33:26 PAGE 5 ET 8.1 312. 730. SURVEYED SECTION ADDED TO BASE HOOEL BY JP ENGRS. PROPOSED FILL IN LEFT OVERBAHK PROPOSED SHALE %N RIGHT OVERBAHK. LAST SECTIOH gITH PROPOSED FILL Xl 19662. 26. 391. 450. 115. 170. 112. GR 477.4 100. 472.0 180. 472.0 217. 469.8 225.8 467.5 289. GR 466.9 333. 464.0 391. 458.0 395. 450.8 407. 450.4 410. GR 452.1 434. 465.3 450. 465.9 468. ~65.4 539. 465.6 595. GR 465.3 659. 464.9 723. 465.6 814. 465.6 825. 464.4 835. GR 465.7 8~5. 467.3 886. 467.8 900. 470. 914. 472.0 920. GR 474.0 929. ET 8.1 158.5 528.5 SECTIOH ADDED BY HDM ENGINEERS FRC)# COPPELL TOPO 10/23/87 THIS SECTIOH NAMED 0.3 IH FEHA HODEL. Xl 20000. 16. 315. 372. 295. 110. 338. GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. 6R 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 PROFILE SECTION # - SURVEY SECTION 13 SECTION gOOIPIED BY HDH ENGINEERS BASED ON COPPELL TOPO 06/27/87 Xl 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 4~. 1385. 4~. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 7500 1050 0 11800 15100 16100 11800 ET 8.1 225 575 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl O.S 19. 450. 582. 315. 415. 435. GR 484. O. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 47'2. 146. 470. 196. 468. 250. 460. 450. "- GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. 07JAN97 17:33:26 PAGE 6 ET 8.1 205 455 SECT[ON ADDED BY NDH ENGZNEERS FROM COPPELL TOPO 10/23/87 Xl 0.6 12.0 370. 455. 380. 360. 390. GR 480. O. 474. 60. 472. 105. 47'0. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 46,0. 435. 470. 455. UR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 SECT[ON ADDED BY AE! ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 NH 5 .080 76 .0~5 146 .065 295 .035 295.1 .065 NH ~5 QT 6. 7500. 10500. 11800. 15100. 16000. 11800. ET 8.1 32 212 SECT!ON ADOED BY NDM ENG!NEERS FROM COPPELL TOPO 06/27/87 Xl 1.0 19. 76. 146. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 283. ~74.5 295. GR 47~.75 295.1 479.75 385. 482. 400. 484. 4.4.5. QT 6. 7500. 10500. 11800. 15100. 16000. 11800. NH 5 .08 1397 .0~5 1~7 .065 1473 .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 PROF!LE SECT!OR # - SURVEY SECT[OH 14 Xl 22600 17 1397 1~7 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 NC .08 .065 .0~5 ET 8.1 66 246 07JAN97 17:33:26 PAGE 7 SECT%ON AODED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 2,0 19, 108, 173, 510, 540, 570, GR 487, O, 486, 18, 484, 33, 482, 50, 480. 66, GR 478, 78, 476, 95, 474, 108, 472, 113, 470. 118, GR 460, 135, 459,6 147, 460, 155, 470, 167, 472, 173, GR 474, 188, 476, 225, 477,2 266, 490, 304,4 ET 8,1 1041 1391 SECTION AOOED BY AE! ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 7..3900 12 1215 1385 750 590 730 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 46~ 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 NH 5 ,08 146 ,045 271 ,065 337 ,035 337,1 ,065 NH 490. ET 8.1 7'9 Z99 SECTION ADDED BY NDH ENGZ#EERS FROM COPPELL TOPO 06/27/87 Xl 3.0 19.0 146. 271. 310. 450. 465. GR 489. O. 488. 4. 486. 14. 484. 42. 482. 62. GR 480, 120, 475, 146, 470, 172, 463,8 182, 463.8 194, GR 470. 215. 475. 271. 480. 326. 481. 337. 488.05 337.1 GR 488,05 391, 488,05 418, 490, 462, 492, 490, NH 4, ,08 190, ,05 315, ,035 315,1 ,065 ..~5, ET 8.1 114 314 SECTXON AODED BY NOM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 4,0 19, 190, 315, 350, 540, 560, GR 491. O. 490. 32. 488. 48. 486. 75. 484. 125. GR 482. 168. 480. 190. 470. 218. 46~.8~ 230. 46~.84 238. GR 470, 255, 480, 315, 485,87 315,1 485,87 450, 485,87 525, GR 488, 550, 490, 586, 492, 635, 494, 665, QT 6 7500 10500 11800 15100 15500 11800 NC ,08 ,065 ,05 ET 8,1 65 275 SECTION ADOED BY NOg ENGZNEERS FRON COPPELL TOPO 06/2?/8? Xl 5,0 18, 98, 208, 130, 160, 145, GR 491. O, 490. 25. 488. 40. 486. 52. 484. 78. GR 482, 82, 480, 98, 470, 113, 468, 133, 465,9 148, GR 465,9 158, 470, 172, 480, 208, 482,. 300, 484, 355. GR 485,5 395, 489. 416, 490. 535, 07JAN97 17:33:26 PAGE 8 ET 8.1 1170 1400 Xl 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 1312 470 1340 GR 466.4 1355 466.4 1365 470 1375 480 1390 484 1410 GR 485 1415 486 1425 489 1435 491 1454 492 1580 ET 8.1 100 280 SECTION ADOED BY NDM ENGINEERS FROM COPPELL TOPO 10/27/87 X1 6.0 16. 184. 26~. 50. 95. 90. GR 491. O. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 1~. 470. 205, ~,8 215. 4~.8 225. 470, 245. GR 476. 2~. 4~. 275. ~5. 320. 490. 334. 492. 365. GR 493. 380. NC 0.080 0.060 0.045 ET 8.1 1537 1627 ********* END OF NOORE RD AS BUILT ADDED #OOEL Xl 25085 19 1537 1627 45 85 80 GR 490 1417 4~ 1425 486 1437 484 1445 483 1500 GR 480.7 1537 472 1560 46?.3 1564 467.1 1572 46?.2 1585 GR 478.4 1593 479.0 1607 480.6 1627 48~ 1658 488 1688 GR 490 1706 490 1706 490 1706 490 1708 07JAN9? 17:33:26 PAGE 9 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 EXISTING UATERSHED CONDITION. IO0-YEAR FLO00 PLAIN/FLOOOWAY NOV. 1996 T3 CARTER ADDITION - PROPOSED CHANNEL AND FLO00 PLAIN. FLOOOWAY PROFILE T4 SECTION 19034, 19320, AND 19662 ADDED FRON SURVEY WITH PROPOSED FILL T5 FEI, lA I,K)OEL SECTION 0.1 IS SECTION 19160 IN THIS T6 FEKA I~OEL SECTION 0.2 %S SECTION 19550 %N THIS NOOEL T? PROPOSED SWALE SECTIONS 18650 - 19662. T8 BEGIN #OOEL WITH 100 YEAR FLO00 ELEVATION FRON ~OEL CAREX1.DAT WHICH T9 IS BASED ON FEI"IA NOOEL GABRENC J1 %CHECK %NQ NINV %DIR STRT NETRIC HV%NS g WSEL FQ 7 ~65.22 J2 #PROF [PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNi# ITRACE 2 -1 07JAN97 17:33:26 PAGE 10 THIS RUN EXECUTED 07JAN97 17:34:21 HEC-2 MATER SURFACE PROFILES Version 4.6.2; Hay 1991 NOTE- ASTERIS[ (*) AT LEFT OF CROSS-SECTZON #UI~BER INDICATES NESSAGE I# SUl4HARY OF ERRORS LIST IO0-YEAR FLO00 PLAIN-IST SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELHI# G CtJSEL CRIUS EG lO*KS VCH AREA .01K 18500.000 .00 .00 .00 447.60 11800.00 464.19 .00 465.58 60.79 10.35 1740.27 1513.40 18500.000 .00 .00 .00 447.60 11800.00 465.22 .00 466.26 40.80 9.06 1856.75 1847.~0 * 18514.000 14.00 .00 .00 448.68 11800.00 464.18 .00 465.68 21.70 9.84 1202.25 2532.96 * 18514.000 14.00 .00 .00 448.68 11800.00 465.18 .00 466.37 15.57 8.75 1348.03 2990.54 18515.000 1.00 470.50 469.76 448.68 11800.00 464.12 .00 465.75 31.11 10.26 1151.85 2115.66 18515.000 1.00 470.50 469.76 448.68 11800,00 465.13 .00 466.42 22.61 9.11 1294.78 2481.39 18565.000 50.00 470.50 469.84 448.49 11800.00 464.47 .00 465.95 26.95 9.75 1213.38 2273.04 18565.000 50.00 470.50 469.84 448.49 11800.00 465.34 .00 466.55 ~20.68 8.83 1335.86 259~.59 18566.000 1.00 .00 ,00 448.49 11800.00 464.42 .00 466.00 17.19 10.16 1248.77 2845.87 18566.000 1.00 .00 .00 448.49 11800.00 465.28 .00 466.61 13.04 9.34 1374.09 3267.41 18600.000 34.00 .00 .00 447.40 11800.00 465.94 .00 466.40 20.74 6.05 2538.71 2591.09 18600.000 34.00 .00 .00 447.40 11800.00 466.26 .00 466.88 24.27 6.68 2032.03 2395.37 18615.000 15.00 .00 .00 447.40 11800.00 466.02 .00 466.44 19.19 5.85 267'5.65 2693.55 18615.000 15.00 .00 .00 447.40 11800.00 466.39 .00 466.94 21.70 6.37 2196.35 2533.33 * 18650.000 35.00 .00 .00 447.50 11800.00 465.64 .00 467.03 54.17 10.86 1800.79 1603.32 ' 18650.000 35.00 .00 .00 447.50 11800.00 465.96 .00 46?,60 5?.64 11.40 1530.6~ 1554.20 * 19034.000 38~.00 .00 .00 448.00 11800.00 467.79 .00 468.29 26.61 7.73 3143.03 2287.42 19034.000 384.00 .00 .00 448.00 11800.00 468.34 .00 469.10 33,12 8.85 2463.54 2050.48 19160.000 126.00 .00 .00 449.00 11800.00 468.0~ .00 468.54 17.60 6.67 3059.01 2812.83 19160.000 126.00 .00 .00 449.00 11800.00 468.80 .00 469.40 17.52 6.91 2516.95 2818.74 19320.000 160.00 .00 .00 447.90 11800.00 468.28 .00 468.97 35.27 9.08 2880.07 1986.98 * 19320.000 160.00 .00 .00 447.90 11800.00 468.95 .00 469.90 40.67 10.02 2269.05 1850.28 07JAN97 17:33:26 PAGE 11 SECNO XLCH ELTRD ELLC ELNZ# a C~SEL CRIWS EG lO*KS VCH AREA .01K 19550.000 230.00 .00 .00 450.20 11800.00 468.93 .00 469.65 41.18 8.64 2701.58 1838.78 19550.000 230.00 .00 .00 450.20 11800.00 469.78 .00 470.69 41.47 9.12 2178.54 1832.41 19662.000 112.00 .00 .00 450.40 11800.00 469.36 .00 470.10 27.89 8.53 2961.90 2234.36 19662.000 112.00 .00 .00 450.40 11800.00 470.36 .00 471.10 24.41 8.33 2668.18 2388.14 20000.000 338.00 .00 .00 451.00 11800.00 470.31 .00 470.87 29.56 8.10 3012.86 2170.50 20000.000 338.00 .00 .00 451.00 11800.00 471.24 .00 471.78 24.74 7.77 2811.66 2372.28 20540.000 540.00 .00 .00 452.60 11800.00 471.39 .00 471.89 16.49 6.64 2995.35 2905.83 20540.000 540.00 .00 .00 452.60 11800.00 472.19 .00 472.63 13.54 6.24 3045.22 3207.12 .500 435.00 .00 .00 454.00 11800.00 472.15 .00 472.44 10.73 5.05 3459.76 3598.29 .500 435.00 .00 .00 454.00 11800.00 472.82 .00 473.09 9.02 4.82 3518.63 3929.04 * .600 390.00 .00 .00 455.00 11800.00 471.80 469.49 473.85 76.38 11.99 1382.41 1350.21 * .600 390.00 .00 .00 455.00 11800.00 472.48 .00 474.29 64.29 11.26 1369.89 1471.63 21690.000 325.00 .00 .00 455.90 11800.00 474.17 .00 476.04 62.32 11.90 1575.83 1494.71 21690.000 325.00 .00 .00 455.90 11800.00 474.31 .00 476.45 66.63 12.40 1283.94 1445.56 * 1.000 530.00 .00 .00 457.30 11800.00 477.02 .00 478.03 23.72 9.01 1931.20 2422.72 * 1.000 530.00 .00 .00 457.30 11800.00 477.39 .00 478.57 25.00 9.41 1649.72 2359.84 * 22600.000 380.00 .00 .00 458.60 11800.00 477.83 .00 479.45 48.64 11.82 16~0.01 1691.96 22600.000 380.00 .00 .00 458.60 11800.00 478.32 .00 479.96 45.81 11.73 1548.75 1743.48 2.000 570.00 .00 .00 459.60 11800.00 680.19 .00 481.51 28.23 10.00 1581.63 2221.01 2.000 570.00 .00 .00 459.60 11800.00 680.61 .00 481.89 26.01 9.77 1578.80 2313.82 23900.000 730.00 .00 .00 463.00 11800.00 482.51 .00 483.04 15.04 6.04 2377.82 3043.07 ?3900.000 730.00 .00 .00 463.00 11800.00 482.80 .00 483.29 13.58 5.85 2462.59 3201.56 3.000 465.00 .00 .00 463.80 11800.00 483.11 .00 483.71 13.51 6.54 2216.40 3209.88 3,000 465.00 .00 .00 463.80 11800.00 483.32 .00 483.95 13.58 6.62 2085.42 3202.19 * 4.000 560.00 .00 .00 464.84 11800.00 483.90 .00 484.94 31.58 8.22 1516.34 2099.70 * 4.000 560.00 .00 .00 464.84 11800.00 484.15 .00 485.14 30.52 8.05 1559.04 2136.11 5.000 145.00 .00 .00 465.90 11800.00 484.57 .00 485.32 19.84 7.27 1967.16 2649.06 5.000 145.00 .00 .00 ~65.90 11800.00 484.72 .00 485.51 19.89 7.34 1837.91 2645.64 24930.000 220.00 .00 .00 466.40 11800.00 485.15 .00 485.72 16.24 6.99 2379.70 2928.43 24930.000 220.00 .00 .00 466.40 11800.00 485.35 .00 485.90 15.55 6.91 2380.56 2992.68 6.000 90.00 .00 .00 466.80 11800.00 484.92 .00 486.06 27.62 9.07 1709.67 2245.27 6.000 90.00 .00 .00 466.80 11800.00 485.10 .00 486.24 27.18 9.07 1627.66 2263.42 * 25085.000 80.00 .00 .00 467.10 11800.00 484.41 '~3.40 486.77 82.08 12.70 1103.24 1302.48 * 25085.000 80.00 .00 .00 467.10 11800.00 484.20 .00 487.17 109.91 13.84 852.68 1125.52 07JAN97 17:33:26 PAGE 12 100-YEAR FLO(X) PLAIN-1ST SUI, g4ARY PRINTOUT TABLE 150 SECHO g C~SEL DXFUSP DXFMSX OXFN't,/S TOP, ID XLCH 18500.000 11800.00 464.19 .00 .00 .00 567.83 .00 18500.000 11800.00 465.22 1.03 .00 1.03 350.00 .00 * 18514.000 11800.00 464.18 .00 '.01 .00 148.62 14.00 * 18514.000 11800.00 465.18 1.00 -.04 1.00 151.84 14.00 18515.000 11800.00 464.12 .00 -.06 .00 143.22 1.00 18515.000 11800.00 465.13 1.01 -.05 1.01 146.5& 1.00 18565.000 11800.00 464.47 .00 .35 .00 144.62 50.00 18565.000 11800.00 465.34 .87 .21 .87 146.94 50.00 18566.000 11800.00 464.42 .00 -.05 .00 149.30 1.00 18566.000 11800.00 465.28 .86 -.06 .86 151.57 1.00 18600.000 11800.00 465.94 .00 1.52 .00 375.00 34.00 18600.000 11800.00 466.26 .32 .98 .32 240.00 34.00 18615.000 11800.00 466.02 .00 .08 .00 402.00 15.00 18615.000 11800.00 466.39 .37 .13 .37 267.00 15.00 * 18650.000 11800.00 465.64 .00 '.38 .00 425.00 35.00 * 18650.000 11800.00 465.96 .32 -.43 .32 290.00 35.00 * 19034.000 11800.00 467.79 .00 2.15 .00 537.09 384.00 19034.000 11800.00 468.34 .55 2.37 .55 356.00 384.00 19160.000 11800.00 468.04 .00 .25 .00 527.35 126.00 19160.000 11800.00 468.80 .77 .47 .77 309.00 126.00 19320.000 11800.00 468.28 .00 .24 .00 569.06 160.00 * 19320.000 11800.00 468.95 .67 .15 .67 330.00 160.00 19550.000 11800.00 468.93 .00 .65 .00 617.06 230.00 19550.000 11800.00 469.78 .85 .82 .85 357.50 230.00 19662.000 11800.00 469.36 .00 .43 .00 671.81 112.00 19662.000 11800.00 470.36 1.00 .58 1.00 418.00 112.00 20000.000 11800.00 470.31 .00 .95 .00 575.53 338.00 20000.000 11800.00 471.24 .93 .88 .93 370.00 338.00 20540.000 11800.00 471.39 .00 1.08 .00 461.90 540.00 20540.000 11800.00 472.19 .79 .95 .79 370.00 540.00 .500 11800.00 472.15 .00 .76 .00 456.87 435.00 .500 11800.00 472.82 .67 .64 .67 350.00 435.00 07JAN97 17:33:26 PAGE 13 SECNO Q CIJSEL DIF~SP DIF~SX DIFIG~S TOP, ID XLCH * .600 11800.00 471,80 .00 '.35 .00 387.06 390.00 * .600 11800.00 472.48 .68 -.34 .68 250.00 390.00 21690.000 11800.00 474.17 .00 2.37 .00 394.97 325.00 21690.000 11800.00 474.31 .15 1.83 .15 200.00 325.00 * 1.000 11800.00 477.02 .00 2.85 .00 284.58 530.00 * 1.000 11800.00 477.39 .38 3.08 .38 180.00 530.00 * 22600.000 11800.00 477.83 .00 .81 .00 267.11 380.00 22600.000 11800.00 478.32 .49 .92 .49 200.00 380.00 2.000 11800.00 480.19 .00 2.36 .00 210.47 570.00 2.000 11800.00 480.61 .42 2.30 .42 180.00 570.00 23900.000 11800.00 482.51 .00 2.33 .00 356.32 730.00 23900.000 11800.00 482.80 .28 2.18 .28 348.56 730.00 3.000 11800.00 483.11 .00 .60 .00 286.15 465.00 3.000 11800.00 483.32 .20 .52 .20 220.00 465.00 * 4.000 11800.00 483.90 .00 .79 .00 187.92 560.00 * 4.000 11800.00 484.15 .25 .83 .25 192.67 560.00 5.000 11800.00 484.57 .00 .67 .00 299.53 145.00 5.000 11800.00 484.72 .16 .58 .16 206.43 145.00 24930.000 11800.00 485.15 .00 .58 .00 262.22 220.00 24930.000 11800.00 485.35 .20 .62 .20 230.00 220.00 6.000 11800.00 48z,.92 .00 -.23 .00 257.89 90.00 6.000 11800.00 /,85.10 .17 '.25 .17 180.00 90.00 * 25085.000 11800.00 484.41 .00 '.51 .00 223.09 80.00 * 25085.000 11800.00 48~.20 -.21 -.90 '.21 90.00 80.00 07JANg? 17:33:26 PAGE SUNNARY OF ERRORS AND SPECIAL NOTES UARNING SECNO= 18514.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE gARNING SECNO=- 18514.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE UARNING SECNO= 19034.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19320.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE gARNING SECNO= .600 PROFILE= I CONVEYANCE CHANGE OUTSZDE ACCEPTABLE RANGE ~ARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO=- 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARN/NG SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAR#lNG SECNO= 25085.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 04JAN97 15:36:39 PAGE 15 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01[ * 25085.000 80.00 .00 .00 467.10 7500.00 481.84 .00 483.94 104.28 11.66 660.91 734.45 * 25085.000 80.00 .00 .00 467.10 10500.00 483.66 482.47 486.03 89.39 12.57 942.65 1110.54 * 25085.000 80.00 .00 .00 467.10 11800.00 484.41 483.40 486.77' 82.08 12.?0 1103.24 1302.48 * 25085.000 80.00 .00 .00 467.10 15100.00 486.12 .00 488.41 68.09 12.90 1499.71 1829.88 04JAN97 15:36:39 PAGE 16 HULTIPLE FLOOD FREQUENCY SUMHARY PRINTOUT TABLE 150 SECNO Q C~SEL DIF~SP DIFWSX DIFKWS TOPWID XLCH 18500.000 7500.00 462.79 .00 .00 .00 436.50 .00 18500.000 10500.00 463.70 .91 .00 .00 520.00 .00 18500.000 11800.00 464.19 .49 .00 .00 567.83 .00 18500.000 15100.00 465.91 1.72 .00 .00 646.81 .00 * 18514.000 7500.00 463.39 .00 .60 .00 143.75 14.00 * 18514.000 10500.00 464.00 .61 .30 .00 147.51 14.00 · 18514.000 11800.00 464.18 .18 '.01 .00 148.62 14.00 18514.000 15100.00 465.50 1.32 '.41 .00 156.88 14.00 18515.000 7500.00 463.36 .00 '.03 .00 138.51 1.00 18515.000 10500.00 463.95 .59 -.05 .00 142.17 1.00 18515.000 11800.00 464.12 .17 -.06 .00 143.22 1.00 18515.000 15100.00 465.42 1.31 -.08 .00 151.36 1.00 18565.000 7500.00 463.50 .00 .13 .00 138.67 50.00 18565.000 10500.00 464.21 .~2 .26 .00 143.03 50.00 18565.000 11800.00 464.47 .26 .35 .00 144.62 50.00 18565.000 15100.00 465.83 1.37 .41 .00 152.95 50.00 18566.000 7500.00 463.49 .00 -.01 .00 143.64 1.00 18566.000 10500.00 464.18 .69 -.03 .00 147.81 1.00 18566,000 11800.00 464.42 .24 -.05 .00 149.30 1.00 18566.000 15100.00 465.73 1.31 -.11 .00 157.27 1.00 · 18600.000 7500.00 464.08 .00 .59 .00 375.00 34.00 18600.000 10500.00 465.38 1.30 1.21 1.30 375.00 34.00 18600.000 11800.00 465.94 .56 1.52 1.86 375.00 34.00 18600.000 15100.00 467.80 1.86 2.08 3.~3 375.00 34.00 18615.000 7500.00 464.13 .00 .05 .00 402.00 15.00 18615.000 10500.00 465.45 1.32 .07 1.32 402.00 15.00 18615.000 11800.00 466.02 .57 .08 1.89 402.00 15.00 18615.000 15100.00 467.88 1.86 .08 3.75 402.00 15.00 · 18650.000 7500.00 463.60 .00 '.53 .00 392.41 35.00 * 18650.000 10500.00 465.00 1.40 '.45 1.40 425.00 35.00 · 18650.000 11800.00 465.64 .64 '.38 2.04 425.00 35.00 · 18650.000 15100.00 467.70 2.06 '.18 4.10 425.00 35.00 · 19034.000 7500.00 466.17 .00 2.57 .00 526.85 384.00 · 19034.000 1050.00 467.08 .91 2.08 .91 532.60 384.00 * 19034.000 11800.00 467.79 .71 2.15 1.62 537.09 384.00 19034.000 15100.00 469.05 1.26 1.35 2.88 545.14 384.00 04JAN97 15:36:39 PAGE 17 SECNO Q CWSEL DIFWSP DIFNSX DIFKNS TOPNID XLCH 19160.000 7500.00 466.47 .00 .30 .00 505.37 126.00 19160.000 1050.00 467.08 .61 .00 .61 513.95 126.00 19160.000 11800.00 468.04 .96 .25 1.57 527.35 126.00 19160.000 15100.00 469.26 1.22 .21 2.79 544.48 126.00 t 19320.000 7500.00 466.54 .00 .07 .00 518.81 160.00 * 19320.000 1050.00 467.08 .54 .00 .54 535.50 160.00 19320.000 11800.00 468.28 1.20 .24 1.74 569.06 160.00 19320.000 15100.00 469.57 1.29 .31 3.03 585.14 160.00 19550.000 7500.00 467.28 .00 .74 .00 567.17 230.00 19550.000 1050.00 467.09 -.19 .01 -.19 554.43 230.00 19550.000 11800.00 468.93 1.8~ .65 1.65 617.06 230.00 19550.000 15100.00 470.12 1.19 .55 2.84 632.79 230.00 19662.000 7500.00 467.77 .00 .49 .00 617.48 112.00 19662.000 1050.00 467.10 -.67 .01 -.67 562.82 112.00 19662.000 11800.00 469.36 2.26 .43 1.59 671.81 112.00 19662.000 15100.00 470.52 1.16 .40 2.75 692.63 112.00 20000.000 7500.00 468.72 .00 .95 .00 532.19 338.00 20000.000 1050.00 467.13 -1.59 .02 '1.59 443.07 338.00 20000.000 11800.00 470.31 3.19 .95 1.60 575.53 338.00 20000.000 15100.00 471.36 1.05 .8~ 2.64 587.40 338.00 * 20540.000 7500.00 469.74 .00 1.03 .00 435.27 540.00 20540.000 1050.00 467.18 '2.56 .06 '2.56 385.30 540.00 20540.000 11800.00 471.39 4.21 1.08 1.65 461.90 540.00 20540.000 15100.00 472.43 1.04 1.08 2.69 480.02 540.00 .500 7500.00 470.34 .00 .60 .00 397.67 435.00 .500 1050.00 467.22 '3.12 .04 '3.12 296.58 435.00 .500 11800.00 472.15 4.93 .76 1.81 456.87 435.00 .500 15100.00 473.29 1.14 .85 2.95 478.50 435.00 * .600 7500.00 470.13 .00 -.21 .00 320.27 390.00 * .600 1050.00 467.23 -2.90 .01 -2.90 72.58 390.00 * .600 11800.00 471.80 4.57 -.35 1.67 387.06 390.00 t .600 15100.00 473.03 1.23 -.26 2.90 441.54 390.00 21690.000 7500.00 472.07 .00 1.94 .00 250.28 325.00 21690.000 1050.00 467.35 -4.72 .11 '4.72 55.71 325.00 21690.000 11800.00 474.17 6.82 2.37 2.10 394.97 325.00 21690.000 15100.00 475.21 1.04 2.18 3.14 426.29 325.00 t 1.000 7500.00 474.71 .00 2.64 .00 276.57 530.00 * 1.000 10500.00 471.39 '3.32 4.04 -3.32 99.86 530.00 * 1.000 11800.00 477.02 5.63 2.85 2.30 28~.58 530.00 * 1.000 15100.00 478.22 1.21 3.01 3.51 287.08 530.00 04JAN97 15:36:39 PAGE 18 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPNID XLCH * 22600.000 7500.00 475.44 .00 .73 .00 248.75 380.00 * 22600.000 10500.00 477.34 1.90 5.95 1.90 263.40 380.00 * 22600.000 11800.00 477.83 .48 .81 2.39 267.11 380.00 22600.000 15100.00 479.15 1.32 .93 3.71 281.37 380.00 * 2.000 7500.00 478.00 .00 2.56 .00 190.41 570.00 2.000 10500.00 479.61 1.61 2.26 1.61 204.87 570.00 2.000 11800.00 480.19 .58 2.36 2.19 210.47 570.00 2.000 15100.00 481.50 1.31 2.35 3.50 224.89 570.00 23900.000 7500.00 479.98 .00 1.98 .00 308.20 730.00 23900.000 10500.00 481.83 1,85 2.22 1.85 358,67 730.00 23900.000 11800.00 482.51 .69 2.33 2.54 366.32 730.00 * 23900.000 15100.00 484.08 1.56 2.58 4.10 375,45 730.00 3.000 7500.00 480.66 .00 .68 .00 232.23 465.00 3.000 10500.00 482.44 1.79 .62 1.79 279.46 465.00 3.000 11800.00 483.11 .67 .60 2.46 286.15 465.00 3.000 15100.00 484.63 1.52 .55 3.98 303.89 465.00 * 4.000 7500.00 481.49 .00 .83 .00 141.41 560.00 * 4.000 10500.00 483.25 1.76 .80 1.76 173.89 560.00 * 4.000 11800.00 483.90 .65 .79 2.41 187.92 560.00 * 4.000 15100.00 485.38 1.48 .75 3.89 224.59 560.00 5.000 7500.00 481.96 .00 .47 .00 215.62 145.00 5.000 10500.00 483.84 1.89 .60 1.89 272.42 145.00 5.000 11800.00 484.57 .72 .67 2.61 299.53 145.00 5.000 15100.00 486,23 1.66 .85 4.27 348.81 145.00 24930.000 7500.00 482.49 .00 .53 .00 227.34 220.00 24930.000 10500.00 484.43 1.94 .58 1.94 254.26 220.00 24930.000 11800.00 485.15 .72 .58 2.66 262.22 220.00 24930.000 15100.00 486.77' 1.62 .54 4.28 281.42 220.00 6.000 7500.00 482.35 .00 -.14 .00 188.27 90.00 6.000 10500.00 484.22 1.87 -.21 1.87 238.50 90.00 6.000 11800.00 484.92 .71 -.23 2.57 257.89 90.00 6,000 15100.00 486.53 1.61 -.24 4.18 271.94 90.00 * 25085.000 7500.00 481.84 .00 -.51 .00 124.43 80.00 * 25085.000 10500.00 483.66 1.82 '.55 1.82 198.49 80.00 * 25085.000 11800.00 484.41 .74 '.51 2.57 223.09 80.00 * 25085.000 15100.00 486.12 1.71 '.41 4.28 240.44 80.00 04JAN9? 15:36:39 PAGE 19 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 18514.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18600.000 PROFILE= 1 CONVEYANCE CHANGE OLITSIOE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 18650.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 18650.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19034.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 19034.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19034.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19320.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19320.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 20540.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 3 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 4 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 1.000 PROFILE= 2 CRITICAL OEPTH ASSUMED CAUTION SECNO= 1.000 PROFILE= Z MINIMUM SPECIFIC ENERGY WARNING SECNO= 1.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSiOE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 2.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2'3900.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNOr- 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE IZARNING SECNO= 4.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2508S.000 PROFILE= 2 CONVEYANCE 'CHANGE OUTSIDE ACCEPTABLE' RANGE WARNING SECNO= 25085.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 04JAN97 15:36:39 PAGE 20 FLOOOWAY DATA, MULTIPLE FLO00 FREQUENCY PROFILE NO. 2 ....... FLOOOWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLO~OWAY FLOOOWAY 18500.000 520. 1474. 7.1 463.7 462.8 .9 18514.000 413. 1176. 8.9 464.0 463.4 .6 18515.000 413. 1128. 9.3 464.0 463.4 .6 18565.000 413. 1176. 8.9 464.2 463.5 .7 18566.000 413. 1213. 8.7 464.2 463.5 .7 18600.000 375. 2330. 4.5 465.4 464.1 1.3 18615.000 402. 2446. 4.3 465.4 464.1 1.3 18650.000 425. 1529. 6.9 465.0 463.6 1.4 19034.000 533. 2764. .4 467.1 466.2 .9 19160.000 514. 2561. .4 467.1 466.5 .6 19320.000 536. 2218. .5 467.0 466.5 .5 19550.000 554. 1602. .7 467.1 467.3 -.2 19662.000 56~. 1544. .7 467.1 467.8 -.7 20000.000 443. 1334. .8 467.1 468.7 -1.6 20540.000 385. 1201. .9 467.1 469.7 -2.6 .500 297. 1606. .7 467.2 470.3 -3.1 .600 73. 533. 2.0 467.2 470.1 -2.9 21690.000 56. 406. 2.6 467.4 472.1 -4.7 1.000 100. 650. 16.2 471.4 474.7 -3.3 22600.000 263. 1512. 6.9 477.3 475.4 1.9 2.000 205. 1461. 7.2 479.6 478.0 1.6 23900.000 359. 2128. 4.9 481.8 480.0 1.8 3.000 279. 2028. 5.2 482.5 480.7 1.8 4.000 174. 1398. 7.5 483.3 481.5 1.8 5.000 272. 1761. 6.0 483.9 482.0 1.9 24930.000 254. 2194. 4.8 484.4 482.5 1.9 6.000 239. 1535. 6.8 484.3 482.4 1.9 25085.000 198. 943. 11.1 483.6 481.8 1.8 04JAN97 15:36:39 PAGE 21 FLOOOWAY DATA, MULTIPLE FLO00 FREQUENCY PROFILE NO. 3 ....... FLOOOWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOOOWAY FLOOOWAY 18500.000 568. 1740. 6.8 464.2 462.8 1.4 18514.000 413. 1202. 9.8 464.2 463.4 .8 18515.000 413. 1152. 10.2 464.1 463.4 .7 18565.000 414. 1213. 9.7 464.5 463.5 1.0 18566.000 414. 1249. 9.4 464.4 463.5 .9 18600.000 375. 2539. 4.6 465.9 464.1 1.8 18615.000 402. 2674. 4.4 466.0 464.1 1.9 18650.000 425. 1801. 6.6 465.6 463.6 2.0 19034.000 537. 3143. 3.8 467.8 466.2 1.6 19160.000 527. 3059. 3.9 468.0 466.5 1.5 19320.000 569. 2880. 4.1 468.3 466.5 1.8 19550.000 617. 2702. 4.4 468.9 467.3 1.6 19662.000 672. 2962. 4.0 469.4 467.8 1.6 20000.000 576. 3013. 3.9 470.3 468.7 1.6 20540.000 462. 2995. 3.9 471.4 469.7 1.7 .500 457. 3460. 3.4 472.2 470.3 1.9 .600 387. 1382. 8.5 471.8 470.1 1.7 21690.000 395. 1576. 7.5 474.2 472.1 2.1 1.000 285. 1931. 6.1 477.0 474.7 2.3 22600.000 267. 1640. 7.2 477.8 475.4 2.4 2.000 210. 1582. 7.5 480.2 478.0 2.2 23900.000 366. 2378. 5.0 482.5 480.0 2.5 3.000 286. 2216. 5.3 483.1 480.7 2.4 4.000 188. 1516. 7.8 48~.9 481.5 2.4 5.000 300. 1967. 6.0 484.6 482.0 2.6 24930.000 262. 2380. 5.0 485.1 482.5 2.6 6.000 258. 1710. 6.9 484.9 482.4 2.5 25085.000 223. 1103. 10.7 484.4 481.8 2.6 04dAN97 15:36:39 PAGE 22 FLOOONAY DATA, MULTIPLE FLOOD FREQUENCY PROFILE NO. 4 ....... FLCX~OWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOOOWAY FLOOOWAY 18500.000 647. 2789. 5.4 465.9 462.8 3.1 18514.000 417. 1405. 10.7 465.5 463.4 2.1 18515.000 417. 1344. 11.2 465.4 463.4 2.0 18565.000 418. 1417. 10.7 465.8 463.5 2.3 18566.000 417. 1449. 10.4 465.7 463.5 2.2 18600.000 375. 3237. 4.7 467.8 464.1 3.7 18615.000 402. 3422. 4.4 467.9 464.1 3.8 18650.000 425. 2677. 5.6 467.7 463.6 4.1 19034.000 545. 3831. 3.9 469.0 466.2 2.8 19160.000 544. 3715. 4.1 469.3 466.5 2.8 19320.000 585. 3626. 4.2 469.6 466.5 3.1 19550.000 633. 3445. 4.4 470.1 467.3 2.8 19662.000 693. 3761. 4.0 470.5 467.8 2.7 20000.000 587. 3622. 4.2 471.4 468.7 2.7 20540.000 480. 3485. 4.3 472.4 469.7 2.7 · 500 479. 3992. 3.8 473.3 470.3 3.0 · 600 442. 1893. 8.0 473.0 470.1 2.9 21690.000 426. 2004. 7.5 475.2 472.1 3.1 1.000 287. 2276. 6.6 478.2 474.7 3.5 22600.000 281. 2001. 7.5 479.1 475.4 3.7 2.000 225. 1867. 8.1 481.5 478.0 3.5 23900.000 375. 2958. 5.1 484.1 480.0 4.1 3.000 304. 2664. 5.7 484.6 480.7 3.9 4.000 225. 1821. 8.3 485.4 481.5 3.9 5.000 349. 2516. 6.0 486.2 482.0 4.2 24930.000 281. 2823. 5.3 486.8 482.5 4.3 6.000 272. 2137. 7.1 486.5 482.4 4.1 25085.000 240. 1500. 10.1 486.1 481.8 4.3 * HEC'2 gATER SURFACE PROFILES · · U.S. AR#Y CORPS OF ENGINEERS * . * HYDROLOGZC ENGZNEERING CENTER * Version 4.6.2; Hay 1991 * * 609 SECO#D STREET, SUITE D . . * DAVIS, CALIFORNIA ~5616'4~7 * RUN DATE O?JAN9? TI#E 17:33:25 · * (916) 756-1104 X X XXXXXXX XXXXX XXXXX X X X X X X X X X X. X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 07JAN97 17:33:26 PAGE 1 THIS RUN EXECUTED 07JAN97 17:33:26 HEC-2 MATER SURFACE PROFILES Version 4.6.2; May 1~91 ********************--********--. T1 EX]STIHG CONDITION ~ATERSHED NODEL - PROPOSED FLOOD PtJ~]N CONDITIONS T2 HOOEL PROEX29.DAT - BASED ON PROULT29.DAT WiTH Q AND BEGIN WSE CHANGES T3 IO0-YEAR FLO(X) PLAIN-1ST PROFILE, FL(X)OWAY-2ND PROF%LE NOV. 1996 T4 CARTER ADDITION ADD PROPOSED FILL AND EFFECTIVE FLON L[#ITS T5 SECTION 19034, 19320, AND 19662 ADDED FROM SURVEY ~ITH PROPOSED FILL T6 PROPOSED S~ALE AT SECTioNS 18650 - 19662. T7 FEMA MODEL SECTION 0.1 iS SECT]ON 19160 IN THIS MOOEL WiTH PROP. FILL T8 FEMA MOOEL SECTION 0.2 IS SECTION 19550 IN THIS MODEL MITH PROP. FiLL T9 BEGIH UITH ~.S.E. AT SECTION 18500 COMPUTED IN NOOEL CAREX1.DAT J1 ICHEC~ INQ NINV IDIR STRT #ETRIC HVIMS Q WSEL FQ O. 4 464.19 J2 NPROF IPLOT PRFVS XSECV XSECH F# ALLDC IBW CHNIN ]TRACE 1 -1 J3 VARIABLE COOES FOR SUHHARY PRZNTOUT ~ 150 J5 LPRNT NUNSEC *"~*****REQUESTED SECTION NUMBERS******''~ -10. -10. NC .07 .07 .05 .1 .3 GT 6 7500 10500 11800 15100 16000 11800 ET 8.1 4800 5150 PROFILE SECTION ~ - SURVEY SECTiON 11 END LAND DEVELOPEHENT FILL ON LEFT OVERBAN~ Xl 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 ~82.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 4~.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.~ 4553 4~4.3 4600 ~.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 498~ 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 41'2.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 07JAN97 17:33:26 PAGE NC .028 .3 .5 ET 8.11 1390 1795.0 Xl 18514 34 1513 1680.7 14 14 14 GE 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 ~8.68 158~.45 GR 449.1 1596.95 ~49.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GE 658.50 1652.3 468.48 1680.7 475.65 1680.7 475.8 1698 475.8 1757 GR 47'5.5 1807 475.6 1857 475.6 1898 475.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT BRIOGE -- OATA UPDATE ON OCT. 1987 N(X)RE ROAD -OOWNSTREAM SZDE Xl 18515 38 1513 1680.7 1 1 1 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 118~ 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 475.32 469.32 1625.55 47'5.76 469.76 1680.7 475.65 469.65 BT 1698 475.8 0 1757 475.8 0 1807 475.5 0 BT 1857 475.6 0 1898 475.6 0 1907 47'5.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1181 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.~4 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GE 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 ~ 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 475.65 1680.7 473.8 1698 473.8 1757 473.5 1807 GR 475.6 1857 473.6 1898 475.3 1907 ET 8.11 1410 1780.0 MOORE ROAD - UPSTREAM SIDE Xl 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 671.1 0 1157 670.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 475.3 469.3 1624.92 475.84 469.84 1679.65 475.32 469.32 BT 1698 475.8 0 1757 475.8 0 1807 475.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 A72.5 1501 472.66 1513 467.39 1513 GE 458.75 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1585.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1626.92 469.84 1627.42 657.19 162.7.42 658.24 1629.5 458.57 1651.3 GR 468.15 1679.65 475.32 1679.65 475.8 1698 47'5.8 1757 473.5 1807 07JAN97 17:33:26 PAGE 3 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1470 1720 Xl 18566 33 1540.15 1651.3 1 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.~5 455.60 1565.20 454.61 1567.70 448.49 158~.15 GR 649.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 NC .05 ET 5.1 1155. 1530. 8.1 1290 1530 ADD EFFECTIVE FLCR/ LIMITS DUE TO BRIDGE DOWNSTREAM Xl 18600 19 1350 1500 3~ 34 34 GR 476.3 1000 470.5 1050 46~.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 659.7 1350 458.3 1390 447.7 1406 GR 4~7.4 1428 457.6 1~ 461 1500 462.7 1550 46~ 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1140. 1542. 8.1 1275 1542 ADD EFFECTIVE FLOU LIMITS DUE TO BRIDGE DC~#STREAM Xl 18615 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 46~.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR ~7.4 1428 457.6 14/./. 461 1500 662.7 1550 46~ 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1575. 2000. 8.1 1690 1980 ADO EFFECTIVE FLO~I LIMITS DUE TO BRIOGE OOgNSTREAM ADO PROPOSEO FILL TO LEFT OVERBANK ADO PROPOSED SWALE TO RIGHT OVERBANK Xl 18650 31 1805 1868 35 35 35 .7 GR 482.6 1100 478.3 1200 469.2 1300 ~69.3 1440 469.3 1535 GR ~62.8 1561 462.3 1600 461.6 1700 462.4 1805 447.5 1830 GR ~6.8 1841 448.1 1853 462.0 1868 462.3 1900 462.5 1930 GR 461.0 1940 462.8 1950 463.1 2000 467.3 2100 472.3 2133 GR 47'3.2 2134 472.7 2140 470.7 2157 475.6 2185 476.4 2200 GR 477.0 2250 478.2 2263 478.6 228/. 477.7 2300 476.2 2321 GR 478.3 23~9 QT 6 7500 1050 0 11800 15100 16500 11800 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 305. 661. 07JAN97 17:33:26 PAGE 4 SURVEYED SECTION ADDED TO BASE HOOEL BY JP EHGRS. PROPOSED FILL %N LEFT OVERBANK PROPOSED SI~ALE IH RIGHT OVERBANK Xl 19034. 25 · 509. 562. 240. 140. 38~. GR 470.65 100. 470.3 103. 470.3 152. ~63.8 178. ~62.2 199. GR 461.9 256. 462.8 435. 463.8 509. 462.0 515. 457.0 517. GR 453.8 524. &49.4 527. ~8. 540. ~8.2 546. 451.5 547. GR 454.1 553. 461 . 9 562. 462.9 600. 461 . 5 606. 461 . 5 616. GR 463.5 626. 463 . 6 668. &6~.3 691 . 470.3 705 . 472. 711 . ET 8.1 3~1 . 650. USE 18 FT. BOTTOM WIDTH SWALE , 4.SFT. OEEP BEGIN SWALE AT STA 565. SECTION ADDEO BY HOM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.1 IN FEMA NC)DEL. PROPOSEO FILL IH LEFT OVERBANK PROPOSEO SWALE IN RIGHT OVERBANK - BEGXN AT RIGHT CHANNEL BANK Xl 19160. 23. 465. 560. 90. 135. 126. GR 478. O. 476. 10. 474. 25. 4~. 35 . 470.3 60. GR 470.3 139. 464. 16~,. 2 464. 465 . 460. 480. 450. 500. GR ~9. 510. 449. 520. 450. 530. ~60. 550. ~62. 560. GR 462.3 565. 458.5 574.5 458.5 592.5 463.5 608. 46~. 625. GR 466. 655. 470. 695. 471 . 715. ET 8.1 313. 6~3. USE 20 FT. BOTTOM WIDTH S~IALE, 3 FT. DEEP, BEGIN SlaALE AT STA 675. SURVEYED SECTZON ADDED TO BASE #OOEL BY ,IP EliGRS. PROPOSED FILL IH LEFT OVERBANK PROPOSED SUALE IN RIGHT OVERBANK Xl 19320. 25. 502. 540. 110. 200. 160. GR 472. 100. 470.9 106. 470.9 180. 465.2 202.8 463.9 260. GR 463.0 336. 463.8 412. 463.9 442. 462.7 502. 453.1 506. GR 450.3 512. 4~7.9 521. 449.3 53~. 453.0 535. 463.2 540. GR 463.7 56~. 463.2 592. 46~.5 667. 46~.8 675.0 463.0 685. GR 463.0 705. 466.5 715. 468.1 758. 471.3 785. 472. 808. ET 8.1 172.5 530 SECTION ADDED BY NON ENGINEERS FROM COPPELL TOPO 06/27/87 THIS SECTION NAMED 0.2 IN FEHA HOOEL. PROPOSED FILL IN LEFT OVERBANK PROPOSED S~ALE IN RIGHT OVERBANK, 10 FT. BOTTOM WIDTH, Xl 19550. 24. 310. 385. 180. 65. 230. GR 478. O. 476. 35 . 474. 50. 472. 80. 472. 140. GR 467.8 156.8 466. 240. 464. 310. 460.' 320. 450.2 330. GR 450.2 340. 460. 355 · 462. 365 . 46~. 385 . 465.6 655. GR 463.3 665. 463.3 675 . 465.8 685. 466. 725. 468. 760. GR 470. 780. 472. 785 · 474. 802. 475 . 810. 07JAN97 17:33:26 PAGE 5 ET 8.1 312. 730. SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. PROPOSED FILL IH LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANIC. LAST SECTION WITH PROPOSED FILL Xl 19662. 26. 391 . 450. 115. 170. 112. GR 477.4 100. 472.0 180. 47~.0 217. 469.8 225.8 467.5 289. GR 466.9 333. 464.0 391 . 458.0 395 . 450.8 407. 450.4 410. GR 452.1 434. 465.3 450. 465.9 468. 465.4 539. 465.6 595. GR 465.3 659. 464.9 723. 465.6 814. 465.6 825 . 464.4 835 . GR 465.7 845. 467.3 886. 467.8 900. 470. 914. 472.0 920. GR 474.0 929. ET 8.1 158.5 528.5 SECTION ADDED BY NDM ENGINEERS FRON COPPELL TOPO 10/23/87 THIS SECTION NAHED 0.3 IN FEHA 1400EL. Xl 20000. 16. 315 . 372. 295. 110. 338. GR 476. O. 474. 10. 47~. 35 . 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451 · 340. 451 · 350. OR 460. 362. 464. 372. 464. 475 . 468. 610 . 470. 622. GR 476. 645. ET 8.1 1225 1595 PROFILE SECTION g - SURVEY SECTION 13 SECTION MOOIF]ED BY NDM ENGINEERS BASED ON COPPELL TOPO 06/27/87 Xl 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052 · 476. 1074. 474 · 11 O0. 472 . 1134 · GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 7500 1050 O 11800 15100 16100 11800 ET 8.1 225 575 SECTION ADDED BY NDN ENGINEERS FR(]4 COPPELL TOPO 06/27/87 Xl 0.5 19. 450. 582. 315. 415. 435. GR 484. O. 482. 25 . 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 196. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582.. 4~. 600. GR 474. 620. ~80. 650. 482. 665. 484. 680. 07JAN97 17:33:26 PAGE 6 ET 8.1 205 455 SECT[ON ADDED BY NDH ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.6 12.0 370. 455. 380. 360. 390, GR 480. O. 474. 60. 472. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 SECT%ON AOOEO BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 47'2 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 NH 5 .080 76 .0~5 1~6 .065 295 .035 295.1 .065 NH 44,5 QT 6. 7500. 10500. 11800. 15100. 16000. 11800. ET 8.1 32 212 SECTION AOOED BY NOM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 1.0 19. 76. 166. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 283. ~74.5 295. GR 479.75 295.1 479.75 385. 482. 400. 484. 445. GT 6. 7500. 10500. 11800. 15100. 16000. 11800. NH 5 .08 1397 .0~5 1~7 .065 1473 .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 PROFILE SECTIO# N - SURVEY SECT%ON 14 Xl 22600 17 1397 1~7 370 350 380 GR ~87.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 1473.1 481.62. 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 NC .08 .065 .045 ET 8.1 66 246 07JAN97 17:33:26 PAGE 7 SECTION ADDED BY ND# ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 2.0 19. 108. 173. 510. 540. 570. GR 487. O. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 660. 155. 470. 167. 472. 173. GE 474. 188. 476. 225. 477.2 266. 490. 304.4 ET 8.1 10/,1 1391 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 7_3900 12 1215 1385 750 590 730 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1~0 NH 5 .08 146 .0~5 271 .065 337 .035 337.1 .065 NH 490. ET 8.1 7'9 SECTION ADDED BY ND# ENGINEERS FRON COPPELL TOPO 06/27/87 Xl 3.0 19.0 146. 271. 310. 450. 465. GR 489. O. 488. 4. 486. 14. 484. 42. 482. 62. GR 480. 120. 475. 146. 470. 172. 463.8 182. 463.8 194. GR 470. 215. 475. 271. 480. 326. 481. 337. 488.05 337.1 GR 488.05 391. 488.05 418. 490. 462. 492. 490. NH 4. .08 190. .05 315. .035 315.1 .065 .~65. ET 8.1 114 314 SECTION ADDED BY NDH ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 4.0 19. 190. 315. 350. 540. 560. GR 491. O. 490. 32. 488. 48. 4~6. 75. ~1~.. 125. GR 482. 168. 480. 190. 470. 218. 46~.8~ ?30. 464.84 238. GR 470. 255. 480. 315. 485.87 315.1 485.87 450. 485.87 525. GR 488. 550. 490. 586. 492. 635. 494. 665. QT 6 7500 10500 11800 15100 15500 11800 #C .08 .065 .05 ET 8.1 65 275 SECTION ADDED BY ND# ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 5.0 18. 98. 208. 130. 160. 145. GR 491. O. 490. 25. 488. 40. 486. 52. 484. 78. GR 482. 82. 480. 98. 470. 113. 468. 133. 465.9 148. GR 465.9 158. 470. 172. 480. 208. 482.. 300. 484. 355. GR 485.5 395. 489. 416. 490. 535. 07JAN97 17:33:26 PAGE 8 ET 8.1 1170 1400 Xl 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 131Z 470 1340 GR 466.4 1355 466.4 1365 470 1375 480 1390 ~ 1410 GR 485 1415 48~ 1425 489 1435 491 1454 492 1580 ET 8.1 100 280 SECTION ADDED BY NDH ENGINEERS FRON COPPELL TOPO 10/27/87 Xl 6.0 16. 18~. 263. 50. 95. 90. GR 491. O. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 18~. 470. 205. 466.8 215. 466.8 225. 470. 245. GR 476. 263. 483. 275. 485. 320. 490. 334. 492. 365. GR 493. 380. NC 0.080 0.060 0.045 ET 8.1 1537 1627 ********* ENO OF MOORE RD AS BUILT ADOED 1400EL Xl 25085 19 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GR /.80.7 1537 472 1560 467.3 156~ 467.1 1572 467.2 1585 GR 478.4 1593 479.0 1607 480.6 1627 483 1658 488 1688 GR 490 1706 490 1706 490 1706 490 1708 07JANg? 17:35:26 PAGE 9 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS T2 EXISTING WATERSHED CONDITION. IO0-YEAR FLO00 PLAIN/FLOODWAY #OV. 1996 CARTER ADDITION o PROPOSED CHANNEL AND FLOOD PLAIN. FLOOOWAY PROFILE T4 SECTION 19034, 19320, AND 19662 ADDED FROH SURVEY U[TH PROPOSED FILL TS FEHA ~OEL SECTION 0,1 IS SECTION 19160 IN THIS HODEL T6 FEHA HOOEL SECTION 0.2 IS SECTION 19550 IN THIS HODEL T? PROPOSED SWALE SECTIONS 18650 - 19662. T8 BEGIN NOOEL WITH 100 YEAR FLOOD ELEVATION FRON HGOEL CAREX1.DAT WHICH T9 IS BASED ON FENA NODEL GABRENC dl ICHECK lNG NINV [DIR STRT NETRIC HV[NS G USEL FO ? 465.22 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC [BW CHNI# ITRACE 2 -1 07JA#97 17:33:26 PAGE 10 THIS RUN EXECUTED 07JAN97 17:34:21 HEC-2 ~ATER SURFACE PROFILES Version 4.6.2; Nay 1991 NOTE- ASTERISK ¢*) AT LEFT OF CROSS-SECTION #IJNBER INDICATES NESSAGE IN SUNNARY OF ERRORS LIST IO0-YEAR FLO00 PLAI#-lST SUI~ARY PRZHTOUT TABLE 150 SEC#O XLCH ELTRD ELLC ELNIN Q Ct4SEL CRIUS EG lO*KS VCH AREA .01K 18500.000 .00 .00 .00 447.60 11800.00 464.19 .00 465.58 60.79 10.35 1740.27 1513.40 18500.000 .00 .00 .00 447.60 11800.00 465.22 .00 466.26 40.80 9.06 1856.75 1847.40 * 18514.000 14.00 .00 .00 448.68 11800.00 464.18 .00 465.68 21.70 9.84 1202.25 2532.96 * 18514.000 14.00 .00 .00 /48.68 11800.00 465.18 .00 466.37 15.57 8.75 1348.03 2990.54 18515.000 1.00 470.50 469.76 448.68 11800.00 464.12 .00 465.75 31.11 10.26 1151.85 2115.66 18515.000 1.00 470.50 469.76 /48.68 11800.00 465.13 .00 466.42 22.61 9.11 1294.78 2481.39 18565.000 50.00 470.50 469.86 448.49 11800.00 464.47 .00 465.95 26.95 9.75 1213.38 2273.04 18565.000 50.00 470.50 469.86 448.49 11800.00 665.34 .00 466.55 20.68 8.83 1335.86 2594.59 18566.000 1.00 .00 .00 448.49 11800.00 666.42 .00 466.00 17.19 10.16 1248.77 2845.87 18566.000 1.00 .00 .00 448.49 11800.00 465.28 .00 466.61 13.04 9.34 1374.09 3267.41 18600.000 34.00 .00 .00 447.40 11800.00 465.94 .00 466.40 ~0.74 6.05 2538.71 2591.09 18600.000 34.00 .00 .00 447.40 11800.00 466.26 .00 466.88 24.27 6.68 2032.03 2395.37 18615.000 15.00 .00 .00 /47.40 11800.00 466.02 .00 466.44 19.19 5.85 2673.65 2693.55 18615.000 15.00 .00 .00 447.40 11800.00 466.39 .00 466.94 21.70 6.37 2196.35 2533.33 * 18650.000 35.00 .00 .00 447.50 11800.00 465.64 .00 467.03 54.17 10.86 1800.79 1603.32 * 18650.000 35.00 .00 .00 /47.50 11800.00 465.96 .00 467.60 57.64 11.40 1530.62 1554.20 * 19034.000 384.00 .00 .00 /48.00 11800.00 467.79 .00 468.29 26.61 7.73 3143.03 2287.42 19034.000 384.00 .00 .00 /48.00 11800.00 468.34 .00 469.10 33.12 8.85 2463.54 2050.48 19160.000 126.00 .00 .00 4~.9.00 11800.00 468.04 .00 468.54 17.60 6.67 3059.01 2812.83 19160.000 126.00 .00 .00 449.00 11800.00 468.80 .00 469.40 17.52 6.91 2516.95 2818.74 19320.000 160.00 .00 .00 /47.90 11800.00 468.28 .00 468.97 35.27 9.08 2880.07 1986.98 * 19320.000 160.00 .00 .00 447.90 11800.00 668.95 .00 469.90 40.67 10.02 2269.05 1850.28 07JA#97 17:33:26 PAGE 11 SECNO XLCH ELTRD ELLC ELN%N Q CI,,/SEL CRIt4S EG lO*KS VCH AREA .01K 19550.000 230.00 .00 .00 450.20 11800.00 468.93 .00 469.65 41.18 8.64 2701.58 1838.78 19550.000 230.00 .00 .00 450.20 11800.00 469.78 .00 470.69 41.47 9.12 2178.54 1832.41 19662.000 112.00 .00 .00 450.40 11800.00 469.36 .00 470.10 27.89 8.53 2961.90 2234.36 19662.000 112.00 .00 .00 450.40 11800.00 470.36 .00 471.10 24.41 8.33 2668.18 2388.14 20000.000 338.00 .00 .00 451.00 11800.00 470.31 .00 470.87 29.56 8.10 3012.86 2170.50 20000.000 338.00 .00 .00 451.00 11800.00 471.24 .00 471.78 24.74 7.77 2811.66 2372.28 20540.000 540.00 .00 .00 452.60 11800.00 471.39 .00 471.89 16.49 6.64 2995.35 2905.83 20540.000 540.00 .00 .00 452.60 11800.00 472.19 .00 472.63 13.54 6.24 3045.22 3207.12 .500 435.00 .00 .00 454.00 11800.00 472.15 .00 472.44 10.75 5.05 3459.76 3598.29 · 500 435.00 .00 .00 454.00 11800.00 472.82 .00 473.09 9.02 4.82 3518.63 3929.04 .600 390.00 .00 .00 455.00 11800.00 471.80 469.49 473.85 76.38 11.99 1382.41 1350.21 .600 390.00 .00 .00 455.00 11800.00 472.48 .00 474.29 64.29 11.26 1369.89 1471.63 21690.000 325.00 .00 .00 455.90 11800.00 474.17 .00 476.04 62.32 11.90 1575.83 1494.71 21690.000 325.00 .00 .00 455.90 11800.00 474.31 .00 476.45 66.63 12.40 1283.94 1445.56 1.000 530.00 .00 .00 457.30 11800.00 477.02 .00 478.03 23.72 9.01 1931.20 2422.72 1.000 530.00 .00 .00 457.30 11800.00 477.39 .00 478.57 25.00 9.41 1649.72 2359.84 22600.000 380.00 .00 .00 458.60 11800.00 477.83 .00 479.45 48.64 11.82 1640.01 1691.96 22600.000 380.00 .00 .00 458.60 11800.00 478.32 .00 479.96 45.81 11.73 1548.75 1743.48 2.000 570.00 .00 .00 459.60 11800.00 480.19 .00 481.51 28.23 10.00 1581.63 2221.01 2.000 570.00 .00 .00 459.60 11800.00 480.61 .00 481.89 ~26.01 9.77 1578.80 2313.82 23900.000 7'50.00 .00 .00 463.00 11800.00 482.51 .00 483.04 15.04 6.04 2377.82 3043.07 23900.000 730.00 .00 .00 463.00 11800.00 482.80 .00 483.29 13.58 5.85 2462.59 3201.56 3.000 465.00 .00 .00 463.80 11800.00 &83.11 .00 483.71 13.51 6.54 2216.40 3209.88 3.000 465.00 .00 .00 463.80 11800.00 48.3.32 .00 483.95 13.58 6.62 2085.42 3202.19 4.000 560.00 .00 .00 664.86 11800.00 483.90 .00 48~.94 31.58 8.22 1516.34 2099.70 4.000 560.00 .00 .00 464.84 11800.00 48~.15 .00 485.14 30.52 8.05 1559.0~ 2136.11 5.000 145.00 .00 .00 465.90 11800.00 48~..57 .00 485.32 19.84 7.27 1967.16 2649.06 5.000 145.00 .00 .00 465.90 11800.00 484.72 .00 485.51 19.89 7.34 1837.91 2645.64 24930.000 220.00 .00 .00 466.40 11800.00 485.15 .00 485.72 16.24 6.99 2379.70 2928.43 24930.000 220.00 .00 .00 466.40 11800.00 485.35 .00 485.90 15.55 6.91 2380.56 2992.68 6.000 90.00 .00 .00 466.80 11800.00 484.92 .00 486.06 27.62 9.07 1709.67 2245.27 6.000 90.00 .00 .00 466.80 11800.00 485.10 .00 486.24 27.18 9.07 1627.66 2263.42 25085.000 80.00 .00 .00 467.10 11800.00 48~.41 483.40 486.77 82.08 12.70 1103.24 1302.48 25085.000 80.00 .00 .00 467.10 11800.00 484.20 .00 487.17 109.91 13.84 852.68 1125.52 07JAN97 17:33:26 PAGE 12 IO0-YEAR FLO00 PLAZN-1ST SUNMARY PRZ#TOUT TABLE 150 SEC#O G CWSEL DZFUSP DZFgSX D[FIClaS TOPUZD XLCH 18500.000 11800.00 464.19 .00 .00 .00 567.83 .00 18500.000 11800.00 465.22 1.03 .00 1.03 350.00 .00 * 18514.000 11800.00 464.18 .00 -.01 .00 148.62 14.00 * 18514.000 11800.00 465.18 1.00 -.04 1.00 151.8~ 14.00 18515.000 11800.00 464.12 .00 -.06 .00 143.22 1.00 18515.000 11800.00 465.13 1.01 -.05 1.01 146.54 1.00 18565.000 11800.00 464.47 .00 .35 .00 144.62 50.00 18565.000 11800.00 465.34 .87 .21 .87 146.94 50.00 18566.000 11800.00 464.42 .00 -.05 .00 149.30 1.00 18566.000 11800.00 465.28 .86 -.06 .86 151.57 1.00 18600.000 11800.00 465.94 .00 1.52 .00 375.00 34.00 18600.000 11800.00 466.26 .32 .98 .32 240.00 34.00 18615.000 11800.00 466.02 .00 .08 .00 402.00 15.00 18615.000 11800.00 466.39 .37 .13 .37 267.00 15.00 * 18650.000 11800.00 465.64 .00 -.38 .00 425.00 35.00 * 18650.000 11800.00 465.96 .32 -.43 .32 290.00 35.00 * 19034.000 11800.00 467.79 .00 2.15 .00 537.09 384.00 19034.000 11800.00 468.34 .55 2.37 .55 356.00 384.00 19160.000 11800.00 468.04 .00 .25 .00 527.35 126.00 19160.000 11800.00 468.80 .77 .47 .77 309.00 126.00 19320.000 11800.00 468.28 .00 .24 .00 569.06 160.00 * 19320.000 11800.00 468.95 .67 .15 .67 330.00 160.00 19550.000 11800.00 468.93 .00 .65 .00 617.06 ?30.00 19550.000 11800.00 469.78 .85 .82 .85 357.50 730.00 19662.000 11800.00 469.36 .00 .43 .00 671.81 112.00 19662.000 11800.00 470.36 1.00 .58 1.00 418.00 112.00 20000.000 11800.00 470.31 .00 .95 .00 575.53 338.00 20000.000 11800.00 471.24 .93 .88 .93 370.00 338.00 20540.000 11800.00 471.39 .00 1.08 .00 461.90 540.00 20540.000 11800.00 472.19 .79 .95 .79 370.00 540.00 .500 11800.00 472.15 .00 .76 .00 456.87 435.00 .500 11800.00 472.82 .67 .64 .67 350.00 435.00 APPENDIX III FULLY DEVELOPED WATERSHED ANALYSIS MODEL CARULT4 - MODIFIED EXISTING CHANNEL - 100 -YEAR FLOOD PLAIN AND FLOODWAY MODEL PROULT29 - PROPOSED FILL AND SWALES - 100 -YEAR FLOOD PLAIN AND FLOODWAY * HEC-2 WATER SURFACE PROFILES * * U.S. ARHY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE OGdAN9? TIME 14:30:25 * * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 04JAN97 14:30:25 PAGE 1 THIS RUN EXECUTED 04JAN97 14:30:25 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 FULLY DEVELOPED WATERSHED MODEL - EXISTING FLOOD PLAIN CONDITIONS T2 MOOEL CARULT4.DAT - BASED ON CAREX2.DAT WITH Q AND BEGIN WSE CHANGES T3 IO0-YEAR FLOOD PLAIN-lST PROFILE, FLOODNAY-2ND PROFILE NOV. 1996 T4 CARTER ADDITION EFFECTIVE FLOW LIMITS ADDED SECTS. 18600 - 18650 T5 SECTION 19034, 19320, AND 19662 ADDED FROM SURVEY T6 FEMA MODEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL T7 FEMA MODEL SECTION 0.2 IS SECTION 19550 IN THIS MODEL T8 FEMA MODEL SECTION 0.3 IS SECTION 20000 IN THIS MIX)EL T9 BEGIN WITH N.S.E. AT SECTION 18500 COMPUTED IN MODEL GREXULT.OUT J1 ICHECK INQ NINV ]DIE STET METRIC HVINS Q WSEL FQ O. 4 466.83 J2 NPROF ]PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ]TRACE 1 -1 J3 VARIABLE CODES FOR SUNNARY PRINTOUT 150 200 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10. -10. NC .07 .07 .05 .1 .3 QT 6 5280 9900 16250 14200 22550 16250 ET 8.1 4800 5150 PROFILE SECTION K - SURVEY SECTION 11 END LAND DEVELOPEMENT FILL ON LEFT OVERBANK Xl 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 470.8 4400 470.0 4450 470.0 4500 GE 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 OR 450 4970 447.6 498~ 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 04JAN97 14:30:25 PAGE 2 ~C .028 .3 .5 E! 8.11 1390 1795.0 Xl 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 3R 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 3R 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 'SR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 3R 458.50 1652.3 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 ~R 473.5 1807 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT BRIDGE -- DATA UPDATE ON OCT. 1987 HOORE ROAD - DOWNSTREAM SIDE Xl 18515 38 1513 1680.7 1 I 1 -~T -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 3T 1107 471.1 0 1157 470.9 0 1183 470.6 0 3T 1255 470.5 467.3 1258 .470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 ~T 1565.65 473.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 ~T 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 ;R 470.6 1183 470.5 ~ 1255 463.3 1255 463.3 1258 470.6 1258 3R 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 455.98 1625.55 ;R 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 SR 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 47'5.3 1907 ET 8.11 1410 1780.0 MOORE ROAD - UPSTREAM SIDE Xl 18565 38 1513 1679.65 50 50 50 B? -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 ST 1857 473.6 0 1898 473.6 0 1907 47'5.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.7~ 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 04JAN97 14:30:25 PAGE 3 GR 47'5.6 1857 473.6 1898 473.3 1907 ET 8.11 1470 1720 Xl 18566 33 1540.15 1651.3 1 1 1 ~R 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 SR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GE 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 3R 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 47'5.5 1807 4?'5.6 1857 476.6 1898 ~¢ .05 ;T 5.1 1155. 1530. 8.1 1290 1530 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM ~1 18600 19 1350 1500 34 34 34 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 3R 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 3R 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1140. 1542. 8.1 1275 1542 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM Zl 18615 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GE 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 _GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 3R 466.5 1650 469.3 1695' 473.4 1741 473.5 1750 ET 5.1 1575. 2000. 8.1 1690 1980 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM Xl 18650 32 1805 1868 35 35 35 .7 '6R 482.6 1100 478.3 1200 469.2 1300 465.2 1372 463.3 1376 GR 467.3 1384 466.8 1400 466.5 1416 463.4 1434 463.6 1500 GR 462.3 1600 461.6 1700 462.4 1805 447.5 1830 446.8 1841 GR 448.1 1853 462.0 1868 462.3 1900 463.1 2000 467.3 2100 GR 472.3 2133 473.2 2134 472.7 2140 470.7 2157 475.6 2185 GR 476.4 2200 477.0 2250 478.2 2263 478.6 2284 4?7.7 2300 GR 476.2 2321 478.3 2349 QT 6 5250 9850 16500 14400 23000 16500 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 305. 661. 04JAN97 14:30:25 PAGE 4 SURVEYED SECTION ADDED TO BASE MODEL BY dP ENGRS. Xl 19034. 20. 509. 562. 240. 140. 384. GR 470.65 100. 465.7 149. 462.2 199. 461.9 256. 462.8 435. 3R 463.8 509. 462.0 515. 457.0 517. 453.8 524. 449.4 527. ~R 448. 540. 448.2 546. 451.5 547. 454.1 553. 461.9 562. GR 463.5 625. 463.6 668. 464.3 691. 470.3 705. 472. 711. ET 8.1 335 650 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMEO 0.1 IN FEMR MOOEL. ~1 19160. 20. 465. 560. 90. 135. 126. .~R 478. O. 476. 10. 474. 25. 472. 35. 470. 65. ~R 4(:~. 80. 466. 100. 464. 120. 464. 465. 460. 480. 3R 450. 500. 449. 510. 449. 520. 450. 530. 460. 550. GR 462. 560. 464. 625. 466. 655. 470. 695. 471. 715. ET 8.1 313. 643. SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. ~1 19320. 20. 502. 540. 110. 200. 160. 3R 472. 100. 470.9 106. 465.7 180. 463.9 260. 463.0 336~ GR 463.8 412. 463.9 442. 462.7 502. 453.1 506. 450.3 512. GR 447.9 521. 449.3 ~534. 453.0 535. 463.2 540. 463.7 564. 3R 463.2 592. 464.5 667. 468.1 758. 471.3 785. 472. 808. ET 8.1 17'2.5 530 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/8? THIS SECTION NAMED 0,2 IN FEMA MODEL. ~1 19550. 20. 310. 385. 180. 65. 230. 3R 478. O. 476. 35. 474. 50. 472. 80. 470. 105. GR 468. 145. 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. 3R 468. 760. 470. 780. 472. 785. 474. 802. 475. 810. ET 8.1 312. ?'JO. SURVEYED SECTION ADDED TO BASE MODEL BY dP ENGRS. Xl 19662. 22. 391. 450. 115. 170. 112. GR 477.4 100. 470.7 201. 467.5 289. 466.9 333. 464.0 391. GR 458.0 395. 450.8 407. 450.4 410. 452.1 434. 465.3 450. GR 465.9 468. 465.4 539. 465.6 595. 465.3 659. 464.9 723. GR 465.6 814. 465.6 840. 467.3 886. 467.8 900. 470. 914. GR 472.0 920. 474.0 929. 04JAN97 14:30:25 PAGE 5 ET 8.1 158.5 528.5 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.3 IN FEMA MODEL. (1 20000. 16. 315. 372. 295. 110. 338. GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. ~R 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. 3R 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. 3R 476. 645. iT 8.1 1225 1595 PROFILE SECTION M - SURVEY SECTION 13 SECTION MODIFIED BY NDN ENGINEERS BASED ON COPPELL TOPO 06/27/87 (1 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. 3R 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. 3R 470. 1600. 478. 1622. 480. 1628. 480.5 1653. aT 6 5150 9650 16100 14050 22500 16100 iT 8.1 225 575 SECTION ADDED BY NDN ENGINEERS FROM COPPELL TOPO 06/27/87 (1 0.5 19. 450. ~582. 315. 415. 435. &R 484. O. 482. 25. 480. 55. 478. 80. 476. 102. ~R 4?4. 128. 472. 146. 470. 196. 468. 250. 460. 450. 3R 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. ~R 4?4. 620. 480. 650. 482. 665. 484. 680. ET 8.1 205 455 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.6 12.0 370. 455. 380. 360. 390. SR 480. O. 474. 60. 472. 105. 470. 140. 470. 370. 5R 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 'GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 04JAN97 14:30:25 PAGE 6 NH 5 .080 76 .045 146 .065 295 .035 295.1 .065 NH 445 ET 8.1 32 212 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 1.0 19. 76. 146. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 283. 474.5 295. GR 479.75 295.1 479.75 385. 482. 400. 484. 445. NH 5 .08 1397 .045 1447 .065 1473 .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 PROFILE SECTION N - SURVEY SECTION 14 X1 22600 17 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 'GR 497.3 1900 502.2 2000 NC .08 .065 .045 ET 8.1 66 246 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 _Xl 2.0 19. 108. 173. 510. 540. 570. GR 487. O. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. GR 474. 188. 476. 225. 477.2 266. 490. 304.4 ET 8.1 1041 1391 SECTION ADDED BY AEI ENGINEERS FRON COPPELL TOPO 03/03/87 Xl 23900 12 1215 1385 750 590 730 GR 488 1000 482 1025 480 1075 478 1215 470 1325 'GR 463 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 NH 5 .08 146 .045 271 .065 337 .035 337.1 .065 NH 490. ET 8.1 79 299 04JAN97 14:30:25 PAGE 7 SECTION ADDED BY NDH ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 3.0 19.0 146. 271. 310. 450. 465. GR 489. O. 488. 4. 486. 14. 484. 42. 482. 62. .GR 480. 120. 475. 146. 470. 172. 463.8 182. 463.8 194. GR 4?0. 215. 4?5. 271. 480. 326. 481. 337. 488.05 337.1 GR 488.05 391. 48~.05 418. 490. 462. 492. 490. NH 4. .08 190. .05 315. .035 315.1 .065 665. ET 8.1 114 314 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 4.0 19. 190. 315. 350. 540. 560. GR 491. O. 490. 32. 488. 48. 486. ?5. 484. 125. GR 482. 168. 480. 190. 470. 218. 464.84 230. 464.84 238. GR 470. 255. 480. 315. 485.87 315.1 485.87 450. 485.87 525. GR 488. 550. 490. 586. 492. 635. 494. 665. QT 6 5050 9250 15500 13550 21050 15500 ~C .08 .065 .05 ET 8.1 65 275 SECTION ADDED SY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 X1 5.0 18. 98. 208. 130. 160. 145. GR 491. O. 490. 25. 488. 40. 486. 52. 484. 78. GR 482. 82. 480. ?8. 470. 113. 468. 133. 465.9 148. GR 465.9 158. 470. 172. 480. 208. 482. 300. 484. 355. GR 485.5 395. 489. 416. 490. 535. ET 8.1 1170 1400 Xl 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 1312 470 1340 GR 466.4 1355 466.4 1365 470 1375 480 1390 484 1410 GR 485 1415 486 1425 489 1435 491 1454 492 1580 ET 8.1 100 280 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/27/87 Xl 6.0 16. 184. 263. 50. 95. 90. GR 491. O. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 184. 4?0. 205. 466.8 215. 466.8 225. 4?0. 245. GR 476. 263. 48~. 2?5. 485. 320. 490. 334. 492. 365. GR 493. 380. NC 0.080 0.060 0.045 ET 8.1 1537 1627 04JAN97 14:30:25 PAGE 8 ********* END OF MOORE RD AS BUZLT ADDED MODEL ********** (1 25085 19 1537 1627 45 85 80 3R 490 1417 488 1425 486 1437 484 1445 483 1500 aR 480.7 1537 472 1560 467.3 1564 467.1 1572 467.2 1585 GR 478.4 1593 479.0 1607 480.6 1627 483 1658 488 1688 3R 490 1706 490 1706 490 1706 490 1708 ET 8.1 1534 1623 ~1 25135 20 1534 1623 40 60 50 ~R 492 1325 490 1417 488 1427 486 1437 484 1445 iR 481.8 1500 481.4 1534 473.5 1556 467.1 1559 467 1570 GR 467.1 1584 478.5 1593 479.0 1605 480.5 1623 484.0 1650 ;R 488 1671 489 1678 489 1618 489 1678 490 1700 iT 8.1 1085. 1259. Xl 25185 21 1120 1164.2 45 40 50 iR 494 910 492 1000 490 1010 488 1030 486 1038 ~R 484 1050 482 1070 480 1080 4?8 1120 467.7 1135.8 GR 467.6 1140 467.7 1152.7 480.4 1164.2 480.4 1172 478.2 1190 GR 480 1230 486 1350 488 1390 490 1440 492 1520 ~R 494 1580 ET 8.1 10~9.3 1234.75 (1 25235 20 1079.3 1155 50 40 50 3R 494 920 492 1000 490 1010 488 1020 486 1030 iR 484 1040 482 1060 480.5 1079.3 4~7.9 1082.3 467.9 1094.4 GR 467.9 1106.3 468 1114.5 476.5 1134.8 478.9 1155 480 1195 3R 486 1345 488 1410 490 1455 492 1535 494 1595 ~T 8.1 969.6 1169.6 X1 25285 17 1046.3 1092.9 50 30 50 3R 494 920 492 1000 490 1010 488 1035 486 1040 iR 484 1043.3 482.2 1046.3 468.2 1061.7 467.4 1069.3 467.9 1080.7 GR 480.9 1092.9 480.9 1110 486 1330 488 1400 490 1450 ~R 492 1530 494 1590 iT 8.1 983.5 1183.5 Xl 25335 17 1017 1150 70 20 50 GR 494 910 491.8 1000 483.6 1017 482.1 1023.4 474.6 1035.5 3R 474.4 1046.3 467.8 1055.2 467.9 1070 467.3 1079.6 468.5 1086.8 3R 479.9 1094.7 482.1 1150 486 1330 488 1400 490 1450 GR 492 1530 494 1590 ET 8.1 983. 1204. Xl 25385 17 1019.5 1168.3 55 45 50 GR 494 880 491.3 1000 479.9 1019.5 477.2 1096.7 470.9 1115.1 ~R 468.4 1118 467.9 1121.7 468.7 1129.3 468.? 1129.8 468.8 1133.5 ~R 479.1 1138.5 482.3 1168.3 486 1373 488 1463 490 1510 GR 492 1590 494 1650 04JAN97 14:30:25 PAGE 9 NC .3 .5 ET 8.11 1317. 1549. PROFILE SECTION P - SURVEY SECTION 16 DENTON TAP ROAD Xl 25470 35 1352 1472 100 50 85 X3 10 485 485 GR 494 910 492.6 1000 492.45 1007 491.8 1032 490 1060 GR 489.9 1092 489.1 1142 489 1145 487.57 1225 487.2 1242 GR 485.8 1293 482.6 1343 482.3 1352 475.5 1378 474.8 1383 GR 469 1391 469.7 1410 468 1416 468.8 1426 469.5 1430 GR 475.3 1437 476.1 1442 481.6 1472 484.6 1482 485.9 1544 GR 486.1 1553 486.6 1580 486.7 1593 486.8 1608 486.7 1628 GR 487.1 1644 488 1734 490 1774 492 1825 494 1955 ET 8.11 1317. 1549. SB 1.05 2.206 2.5 57.5 6 1175.25 2.232 471.1 471 X1 25500 24 1320 1440 30 30 30 X2 1 485 486.9 x3 10 485 485 BT -43 910 494 0 1000 492.56 0 1006 492.47 0 BT 1024 492.05 0 1032 491.86 0 1041 491.71 0 BT 1059 491.34 0 1091 490.64 0 1142 489.57 0 BT 1145 489.57 0 1181 488.7?' 0 1192 488.66 0 BT 1194 488.5 0 1205 488.39 0 1214 488.25 0 BT 1225 488.1 0 1242 487.92 0 1272 487.6 0 BT 1293 487.42 0 1320 487.09 485 1342 487.20 485 BT 1354 487.04 485 1364 487.01 485 1378 486.98 485 BT 1383 486.95 485 1391 486.94 485 1402 486.92 485 BT 1416 486.97 485 1428 486.87 485 1440 486.89 485 BT 1478 486.89 0 ' 1482 486.88 0 1493 486.89 0 BT 1543 486.98 0 1553 487.01 0 1579 487.1 0 BT 1593 487.28 0 1608 487.48 0 1628 487.97 0 BT 1644 488.39 0 1700 490 0 1770 492 0 BT 1955 494 0 GR 494 910 492.4 1000 490.7 1042 489.5 1092 488.7 1142 GR 487.7 1190 487 1242 486.3 1292 482.44 1320 472.64 1355 GR 469.2 1363 468.7 1390 471.5 1402 469.64 1415 482.15 1440 GR 486.3 1478 485.6 1493 485.9 1543 486.8 1593 487.3 1644 GR 488 1725 490 1805 492 1825 494 1955 ET 8.1 1232.5 1462.5 Xl 25585 20 1300 1395 20 100 85 GR 494 930 492 1000 490 1040 488 1140 486 1210 GR 484 1250 482 1290 480 1300 470 1340 468.9 1350 GR 469 1356 469 1363 475.6 1373 479.3 1395 484.4 1413 GR 489.2 1438 489.9 1453 490 1623 492 1690 494 1715 04JAN97 14:30:25 PAGE 10 NC .1 .3 ET 8.1 1225.5 1445.5 Xl 25635 20 1301 1370 20 40 50 GR 494 930 492 1000 490 1150 488 1180 486 1240 GR 484 1270 482 1290 480.4 1301 468.8 1312 469.5 1325 GR 470 1331 474.3 1336 476.3 1345 479.8 1359 480.3 1370 GR 487 1395 488 1555 490. 1605 492 1660 494 1695 ET 8.1 1195.5 1415.5 Xl 25685 22 1245 1366 55 40 50 GR 494 930 492 1000 490 1160 488 1180 486 1220 GR 484 1240 483.4 1245 482.8 1268 478.8 12~ 474.4 1302 GR 469.1 1307 469.4 1315 469.1 1325 475.2 1334 477 1343 GR 484.1 1366 486.2 1375 487.4 1395 488 1545 490 1595 GR 492 1650 494 1685 04JAN97 14:30:25 PAGE 11 .T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY~ TEXAS T2 FULLY DEVELOPED WATERSHED. IO0-YEAR FLOOD PLAIN/FLOODWAY NOV. 1996 T3 CARTER ADDITION - EXISTING CHANNEL AND FLOOD PLAIN. FLOODWAY PROFILE T4 SECTION 19034, 19320, AND 19662 ADOED FROM SURVEY T5 FEMA MODEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL T6 FEMA MOOEL SECTION 0.2 IS SECTION 19550 IN THIS MODEL T? FEMA NODEL SECTION 0.3 IS SECTION 20000 IN THIS MODEL T8 BEGIN MODEL WITH 100 YEAR FLOOD ELEVATION 1 FT. HIGHER THAN EXISTING T9 CONDITION ELEVATION COMPUTED WITHOUT THE FLOOOWAY. J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 7 467.83 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC [BW CHNIM ITRACE 2 -1 04JANg? 14:30:25 PAGE 12 THIS RUN EXECUTED 04JAN97 14:31:02 HEC-2 WATER SURFACE PROFILES Version 4.6.21 May 1991 ~OTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST IO0-YEAR FLOOD PLAIN-1ST SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 18500.000 .00 .00 .00 447.60 16250.00 466.83 .00 467.52 28.04 8.23 3394.26 3068.66 18500.000 .00 .00 .00 447.60 16250.00 467.83 .00 468.67 27.46 8.58 2770.24 3100.85 18514.000 14.00 .00 .00 448.68 16250.00 466.33 .00 468.08 20.70 10.63 1536.51 3571.65 18514.000 14.00 .00 .00 448.68 16250.00 467.59 .00 468.96 14.40 9.38 1732.16 4282.80 18515.000 1.00 470.50 469.76 448.68 16250.00 466.25 .00 468.17 30.89 11.10 1472.17 2923.55 18515.000 1.00 470.50 :~69.76 448.68 16250.00 467.54 .00 469.02 21.78 9.76 1665.13 3481.61 18565.000 50.00 470.50 469.84 448.49 16250.00 466.60 .00 468.36 27.52 10.65 1534.76 3097.36 18565.000 50.00 470.50 469.84 448.49 16250.00 467.73 .00 469.14 20.44 9.54 1703.31 3594.10 18566.000 1.00 .00 .00 448.49 16250.00 466.47 .00 468.49 17.45 11.55 1567.33 3890.06 18566.000 1.00 .00 .00 448.49 16250.00 467.60 .00 469.27 12.88 10.52 1741.80 4528.76 18600.000 34.00 .00 .00 447.40 16250.00 468.59 .00 469.02 14.84 6.00 3533.12 4218.13 18600.000 34.00 .00 .00 447.40 16250.00 468.95 .00 469.62 19.66 7.03 2676.31 3665.04 18615.000 15.00 .00 .00 447.40 16250.00 468.67 .00 469.06 13.59 5.76 3737.43 4408.22 18615.000 15.00 .00 .00 447.40 16250.00 469.09 .00 469.68 17.31 6.65 2917.94 3905.94 * 18650.000 35.00 .00 .00 447.50 16250.00 468.53 .00 469.33 29.22 9.14 3013.08 3005.99 ~ 18650.000 35.00 .00 .00 447.50 16250.00 468.86 .00 470.08 37.90 10.56 2354.34 2639.63 19034.000 384.00 .00 .00 448.00 16500.00 469.67 .00 470.14 23.57 7.92 4292.90 3398.29 19034.000 384.00 .00 .00 448.00 16500.00 470.38 .00 471.21 32.?0 9.60 3162.87 2885.50 19160.000 126.00 .00 .00 449.00 16500.00 469.85 .00 470.38 17.39 7.23 4267.67 3957.26 19160.000 126.00 .00 .00 449.00 16500.00 470.69 .00 471.52 21.37 8.31 3009.20 3568.94 19320.000 160.00 .00 .00 447.90 16500.00 470.16 .00 470.73 30.33 9.04 4098.52 2996.02 19320.000 160.00 .00 .00 447.90 16500.00 471.03 .00 472.00 39.50 10.64 2954.20 2625.20 04JAN97 14:30:25 PAGE 13 SECNO XLCH ELTRD ELLC ELMZN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 19550.000 230.00 .00 .00 450.20 16500.00 470.65 .00 471.30 34.65 8.76 3820.87 2802.92 19550.000 230.00 .00 .00 450.20 16500.00 471.75 .00 472.71 38.19 9.73 2885.45 2669.86 19662.000 112.00 .00 .00 450.40 16500,00 471.03 .00 471.71 26.00 8.84 4120.37 3236.05 19662.000 112.00 .00 .00 450.40 16500.00 4~2.34 .00 473.11 24.23 8.98 3497.01 3351.95 20000.000 338.00 .00 .00 451.00 16500.00 471.82 .00 472.41 29.70 8.75 3893.31 3027.65 20000.000 338.00 .00 .00 451.00 16500.00 473.14 .00 473.7'7 25.44 8.59 3516.55 3271.35 20540.000 540.00 .00 .00 452.60 16500.00 472.88 .00 473.51 19.26 7.69 3701.28 3759.51 20540.000 540.00 .00 .00 452.60 16500.00 474.11 .00 474.66 14.95 7.13 3757.01 4267.87 .500 435.00 .00 .00 454.00 16100.00 473.76 .00 474.13 11,94 5.79 4219.50 4659.88 .500 435.00 .00 .00 454.00 16100.00 474.82 .00 475.16 9.82 5.47 4219.05 5137.69 * .600 390.00 .00 .00 455.00 16100.00 473.58 .00 475.50 65.56 12.31 2139.92 1988.41 * .600 390.00 .00 .00 455.00 16100.00 474.49 .00 476.40 60.14 11.98 1873.78 2076.07 21690.000 325.00 .00 .00 455.90 16100.00 4?5.49 .00 477.58 67.44 13.21 2123.91 1960.56 21690.000 325.00 .00 .00 455.90 16100.00 476.04 .00 478.62 71.96 14.00 1629.49 1897.91 * 1.000 530.00 .00 .00 457.30 16100.00 478.55 .00 479.78 26.91 10.25 2368.78 3103.46 * 1.000 530.00 .00 .00 457.30 16100.00 479.46 .00 480.92 27.18 10.69 2021.44 3088.41 22600.000 380.00 .00 .00 458.60 16100.00 479.51 .00 481.29 50.18 12.92 2103.29 2272.89 22600.000 380.00 .00 ~ .00 458.60 16100.00 480.52 .00 482.30 44.30 12.65 1991.24 2418.82 2.000 570.00 .00 .00 459.60 16100.00 481.85 .00 483.52 32.51 11.50 1947.68 2823.59 2.000 570.00 .00 .00 459.60 16100.00 482.70 .00 484.26 28.15 11.06 1955.22 3034.38 * 23900.000 730.00 .00 .00 463.00 16100.00 484.51 .00 485.10 14.16 6.58 3120.49 4278.20 * 23900.000 7'50.00 .00 .00 463.00 16100.00 485.10 .00 485.63 11.99 6.24 3267.38 4650.45 3.000 465.00 .00 .00 463.80 16100.00 485.05 .00 485.79 14.27 7.38 2792.73 4261.44 3.000 465.00 .00 .00 463.80 16100.00 485.50 .00 486.30 14.26 7.53 2566.08 4262.79 * 4.000 560.00 .00 .00 464.84 16100.00 485.79 .00 487.11 33.48 9.39 1915.31 2782.63 * 4.000 560.00 .00 .00 464.84 16100.00 486.33 .00 487.53 30.89 8.98 1993.97 2896.83 5.000 145.00 .00 .00 465.90 15500.00 486.76 .00 487.51 17.36 7.52 2701.46 3719.93 5.000 145.00 .00 .00 465.90 15500.00 487.03 .00 487.90 18.64 7.88 2321.59 3590.26 24930.000 220.00 .00 .00 466.40 15500.00 487.22 .00 487.86 15.99 7.57 2948.34 38?5.63 24930.000 220.00 .00 .00 466.40 15500.00 487.65 .00 488.28 15.02 7.46 2909.63 3999.10 6.000 90.00 .00 .00 466.80 15500.00 487.00 .00 488.19 25.83 9.60 2266.10 3049.51 6.000 90.00 .00 .00 466.80 15500.00 487.34 .00 488.63 26.37 9.83 2031.19 3018.17 ~ 25085.000 80.00 .00 .00 467.10 15500.00 486.67 .00 488.7'5 58.44 12.34 1636.51 2027.61 * 25085.000 80.00 .00 .00 467.10 15500.00 486.14 .00 489.67 106.96 15.09 1027.08 1498.73 04JAN97 14:30:25 PAGE 14 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRINS EG lO*KS VCH AREA .01K 25135.000 50.00 .00 .00 467.00 15500.00 487.24 .00 489.02 47.66 11.53 1753.54 2245.12 25135.000 50.00 .00 .00 467.00 15500.00 487.36 .00 490.19 75.86 13.50 1147.90 17'79.66 25185.000 50.00 .00 .00 467.60 15500.00 488.61 .00 489.28 25.11 9.80 2680.43 3093.26 · 25185.000 50.00 .00 .00 467.60 15500.00 489.32 .00 490.56 29.09 10.91 2074.37 2874.03 25235.000 50.00 .00 .00 467.90 15500.00 488.60 .00 489.38 18.65 8.45 2802.92 3589.22 25235.000 50.00 .00 .00 467.90 15500.00 489.61 .00 490.70 23.43 9.21 2019.01 3202.14 * 25285.000 50.00 .00 .00 467.40 15500.00 488.08 .00 489.78 48.58 12.75 2001.58 2223.95 ~ 25285.000 50.00 .00 .00 467.40 15500.00 488.62 .00 491.35 62.90 14.83 1368.09 1954.36 ' 25335.000 50.00 .00 .00 467.30 15500.00 489.37 .00 489.99 15.70 6.96 2945.38 3912.06 * 25335.000 50.00 .00 .00 467.30 15500.00 490.88 .00 491.67 15.16 7.35 2300.32 3980.27 25385.000 50.00 .00 .00 467.90 15500.00 489.58 .00 490.08 13.57 6.32 3319.82 4207.18 25385.000 50.00 .00 .00 467.90 15500.00 491.07 .00 491.76 13.68 6.84 2497.06 4191.02 25470.000 85.00 .00 .00 468.00 15500.00 489.61 .00 490.25 12.97 7.03 3308.07 4304.21 25470.000 85.00 .00 .00 468.00 15500.00 491.22 .00 491.87 10.57 6.80 2762.09 4766.68 25500.000 30.00 486.90 485.00 468.70 15500.00 490.42 .00 490.89 8.11 6.06 4013.95 5443.58 25500.000 30.00 486.90 485.00 468.70 15500.00 492.16 .00 492.67 7.13 6.06 3041.13 5805.96 25585.000 85.00 .00 .00 468.90 15500.00 490.32 .00 491.16 15.04 8.08 2844.53 3996.50 25585.000 85.00 .00 ~ .00 468.90 15500.00 492.13 .00 492.85 10.95 7.39 2722.82 4684.07 ' 25635.000 50.00 .00 .00 468.80 15500.00 489.97 .00 491.45 33.77 11.08 2255.76 2667.09 * 25635.000 50.00 .00 .00 468.80 15500.00 491.86 .00 493.06 23.04 9.89 2213.34 3229.22 25685.000 50.00 .00 .00 469.10 15500.00 490.75 .00 491.64 21.45 8.22 2626.43 3347.06 25685.000 50.00 .00 .00 469.10 15500.00 492.35 .00 493.19 16.33 7.75 2390.33 3835.23 04JAN97 14:30:25 PAGE 15 IO0-YEAR FLCX)D PLAIN-1ST SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOP, ID XLCH 18500.000 16250.00 466.83 .00 .00 .00 666.07 .00 18500.000 16250.00 467.83 1.00 .00 1.00 350.00 .00 18514.000 16250.00 466.33 .OD -.50 .00 162.03 14.00 18514.000 16250.00 467.59 1.26 -.24 1.26 165.18 14.00 18515.000 16250.00 466.25 .00 -.08 .00 156.54 1.00 18515.000 16250.00 467.54 1.28 '.05 1.28 160.02 1.00 18565.000 16250.00 466.60 .00 .34 .00 157.58 50.00 18565.000 16250.00 467.73 1.13 .19 1.13 160.41 50.00 18566.000 16250.00 466.47 .00 '.13 .00 161.78 1.00 18566.000 16250.00 467.60 1.13 -.13 1.13 165.03 1.00 18600.000 16250.00 468.59 .00 2.12 .00 375.00 34.00 18600.000 16250.00 468.95 .36 1.35 .36 240.00 34.00 18615.000 16250.00 468.67 .00 .08 .00 402.00 15.00 18615.000 16250.00 469.09 .43 .15 .43 267.00 15.00 * 18650.000 16250.00 468.53 .00 -.14 .00 425.00 35.00 * 18650.000 16250.00 468.86 .33 -.23 .33 290.00 35.00 19034.000 16500.00 469.67 .00 1.14 .00 593.88 384.00 19034.000 16500.00 470.38 .71 1.52 .71 356.00 384.00 19160.000 16500.00 469.85 .00 .18 .00 627.43 126.00 19160.000 16500.00 470.69 .83 .30 .83 315.00 126.00 19320.000 16500.00 470.16 .00 .30 .00 658.96 160.00 19320.000 16500.00 471.03 .88 .35 .88 330.00 160.00 19550.000 16500.00 470.65 .00 .49 .00 684.72 230.00 19550.000 16500.00 471.75 1.10 .72 1.10 357.50 230.00 19662.000 16500.00 471.03 .00 .38 .00 721.08 112.00 19662.000 16500.00 472.34 1.31 .59 1.31 418.00 112.00 20000.000 16500.00 471.82 .00 .79 .00 592.62 338.00 20000.000 16500.00 473.14 1.32 .80 1.32 370.00 338.00 20540.000 16500.00 472.88 .00 1.06 .00 488.83 540.00 20540.000 16500.00 474.11 1.23 .96 1.23 370.00 540.00 .500 16100.00 473.76 .00 .88 .00 487.44 435.00 .500 16100.00 474.82 1.06 .71 1.06 350.00 435.00 04JAN97 14:30:25 PAGE 16 SEC#O Q CWSEL DIFWSP DIFWSX DIFKWS TOPWZD XLCH * .600 16100.00 473.58 .00 '.18 .00 466.07 390.00 * .600 16100.00 474.49 .92 '.33 .92 250.00 390.00 21690.000 16100.00 475.49 .00 1.91 .00 434.61 325.00 21690.000 16100.00 476.04 .55 1.55 .55 200.00 325.00 * 1.000 16100.00 478.55 .00 3.06 .00 288.55 530.00 * 1.000 16100.00 479.46 .91 3.42 .91 180.00 530.00 22600.000 16100.00 479.51 .00 .96 .00 286.84 380.00 22600.000 16100.00 480.52 1.01 1.06 1.01 200.00 380.00 2.000 16100.00 481.85 .00 2.35 .00 228.81 570.00 2.000 16100.00 482.70 .85 2.18 .85 180.00 570.00 * 23900.000 16100.00 484.51 .00 2.65 .00 377.96 730.00 * 23900.000 16100.00 485.10 .59 2.39 .59 350.00 730.00 3.000 16100.00 485.05 .00 .54 .00 309.79 465.00 3.000 16100.00 485.50 .45 .40 .45 220.00 465.00 '* 4.000 16100.00 485.79 .00 .74 .00 234.82 560.00 * 4.000 16100.00 486.33 .54 .83 .54 200.00 560.00 5.000 15500.00 486.76 .00 .97 .00 355.15 145.00 5.000 15500.00 487.03 ~ .27 .70 .27 210.00 145.00 24930.000 15500.00 487.22 .00 .47 .00 285.11 220.00 24930.000 15500.00 487.65 .42 .62 .42 230.00 220.00 6.000 15500.00 487.00 .00 -.22 .00 275.63 90.00 6.000 15500.00 487.34 .34 -.31 .34 180.00 90.00 * 25085.000 15500.00 486.67 .00 -.33 .00 247.18 80.00 * 25085.000 15500.00 486.14 -.54 -1.20 -.54 90.00 80.00 25135.000 15500.00 487.24 .00 .56 .00 236.27 50.00 25135.000 15500.00 487.36 .12 1.22 .12 89.00 50.00 25185.000 15500.00 488.41 .00 1.18 .00 374.38 50.00 * 25185.000 15500.00 489.32 .90 1.96 .90 174.00 50.00 25235.000 15500.00 488.60 .00 .19 .00 406.24 50.00 252~5.000 15500.00 489.61 1.01 .29 1.01 155.45 50.00 * 25285.000 15500.00 488.08 .00 -.52 .00 368.17 50.00 * 25285.000 15500.00 488.62 .54 '.99 .54 142.41 50.00 * 25335.000 15500.00 489.37 .00 1.29 .00 429.27 50.00 * 25335.000 15500.00 490.88 1.51 2.26 1.51 181.59 50.00 04JAN97 14:30:25 PAGE 17 SEC#O Q CNSEL DIF~SP DIF~SX DIFKNS TOP,ID XLCH 25385.000 15500.00 489.58 .00 .21 .00 497.20 50.00 25385.000 15500.00 491.07 1.49 .19 1.49 203.61 50.00 25470.000 15500.00 489.61 .00 .03 .00 656.45 85.00 25470.000 15500.00 491.22 1.61 .15 1.61 232.00 85.00 25500.000 15500.00 490.42 .00 .81 .00 755.84 30.00 25500.000 15500.00 492.16 1.74 .93 1.74 232.00 30.00 25585.000 15500.00 490.32 .00 -.10 .00 600.24 85.00 25585.000 15500.00 492.13 1.80 -.03 1.80 230.00 85.00 25635.000 15500.00 489.97 .00 -.35 .00 454.12 50.00 25635.000 15500.00 491.86 1.89 -.27 1.89 220.00 50.00 25685.000 15500.00 490.75 .00 .77 .00 515.13 50.00 25685.000 15500.00 492.35 1.60 .49 1.60 220.00 50.00 04JAN97 14:30:25 PAGE 18 SUMMARY OF ERRORS AND SPECIAL NOTES dARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4ARNING SECNO= 18650.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE '4ARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE dARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~RNING SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE &ARNING SECNO= 23900,000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4ARN]NG SECNO= 4,000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4,000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4ARNING SECNO= 25085,000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE dARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE '4ARNING SECNO= 25185,000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARNING SECNO= 25285.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25285.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4ARNING SECNO= 25335,000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE JARNING SECNO= 25635,000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE JARNING SECNO= 25635.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 04JAN97 14:30:25 PAGE 19 FLOOOWAY DATA, IO0-YEAR FLOOD PLAIN-1ST PROFILE NO. 2 ....... FLOOOWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION HEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOOOWAY FLOOOWAY 18500.000 350. 2770. 5.9 467.8 466.8 1.0 18514.000 165. 17'52. 9.4 467.6 466.3 1.3 18515.000 165. 1665. 9.8 467.6 466.3 1.3 18565.000 165. 1703. 9.5 467.7 466.6 1.1 18566.000 165. 1742. 9.3 467.6 466.5 1.1 18600.000 240. 2676. 6.1 469.0 468.6 .4 18615.000 267. 2918. 5.6 469.1 468.7 .4 18650.000 290. 2354. 6.9 468.8 468.5 .3 19034.000 356. 3163. 5.2 470.4 469.7 .7 19160.000 315. 3009. 5.5 470.7 469.9 .8 19320.000 330. 2954. 5.6 471.1 470.2 .9 19550.000 357. 2885. 5.7 471.7 470.6 1.1 19662.000 418. 3497. 4.7 472.3 471.0 1.3 20000.000 370. 3517. 4.7 473.1 471.8 1.3 20540.000 370. 3757. 4.4 474.1 472.9 1.2 .500 350. 4219. 3.8 474.9 473.8 1.1 .600 250. 1874. 8.6 474.5 473.6 .9 21690.000 200. 1629. 9~.9 476.0 475.5 .5 1.000 180. 2021. 8.0 479.4 478.5 .9 22600.000 200. 1991. 8.1 480.5 479.5 1.0 2.000 180. 1955. 8.2 482.7 481.9 .8 23900.000 350. 3267. 4.9 485.1 484.5 .6 3.000 220. 2566. 6.3 485.5 485.1 .4 4.000 200. 1994. 8.1 486.3 485.8 .5 5.000 210. 2322. 6.7 487.1 486.8 .3 24930.000 230. 2910. 5.3 487.6 487.2 .4 6.000 180. 2031. 7.6 487.3 487.0 .3 25085.000 90. 1027. 15.1 486.2 486.7 -.5 25135.000 89. 1148. 13.5 487.3 487.2 .1 25185.000 174. 2074. 7.5 489.3 488.4 .9 25235.000 155. 2019. 7.7 489.6 488.6 1.0 25285.000 142. 1368. 11.3 488.6 488.1 .5 25335.000 182. 2300. 6.7 490.9 489.4 1.5 25385.000 204. 2497. 6.2 491.1 489.6 1.5 25470.000 232. 2762. 5.6 491.2 489.6 1.6 25500.000 232. 3041. 5.1 492.1 490.4 1.7 25585.000 230. 2723. 5.7 492.1 490.3 1.8 25635.000 220. 2213. 7.0 491.9 490.0 1.9 25685.000 220. 2390. 6.5 492.3 490.7 1.6 * HEC'2 WATER SURFACE PROFILES * * U.S. ARHY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; Nay 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 07JA#97 TI#E 17:38:07 * * (916) 756-110/, * 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 07JAN97 17:38:08 PAGE 1 THIS RUN EXECUTED 07JAN97 17:38:08 HEC-2 UATER SURFACE PROFILES Version 4.6.2; #ay 1991 ************************************* T1 FULLY DEVELOPED UATERSHED NOOEL - PROPOSED FLOUO PLAIN CONDITIONS T2 NOOEL PROULTZg.DAT - BASED ON CAREX2.DAT UITH G AND BEGIN USE CHANGES T3 IO0-YEAR FLOOD PLAIN-1ST PROFILE, FLIXIOUAY-2ND PROFILE NOV. 1996 T4 CARTER ADDITION ADD PROPOSED FILL AND EFFECTIVE FLO~ LIHITS T5 SECTION 19034, 19320~ AND 19662 ADDED FRON SURVEY U[TH PROPOSED FILL T6 PROPOSED SUALE AT SECTIONS 18~50 - 19662. T7 FEMA MODEL SECTION 0.1 IS SECTION 19160 IN THIS HOOEL UITH PROP. FILL T8 FEHA MOOEL SECTION 0.2 IS SECTION 19550 IN THIS MOOEL UITH PROP. FILL T9 BEGIN UITH U.S.E. AT SECTION 18500 CONPUTED IN I~DEL GREXULT.OUT J1 [CHECK INQ N[NV IDIR STRT NETRIC HVINS Q USEL FQ O. 4 466.8~ J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBU CHNIM [TRACE 1 -1 J3 VARIABLE COOES FOR SUMHARY PRINTOUT 150 ' J5 LPR#T NUMSEC ********REQUESTED SECTION -10. -10. NC .07 .07 .05 .1 .3 QT 6 5280 9900 16250 14200 22550 16250 ET 8.1 ~800 5150 PROFILE SECTION K - SURVEY SECTION 11 E#D LAND DEVELOPEHENT FILL O# LEFT OVERBA#K Xl 18500 42 4930 5025 SO 50 50 GR 487.2 4050 484.5 4100 4,82.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 4~,.3 4~)0 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 /,58.5 4946 454.5 4960 GR 450 4970 447.6 4983 /,4,8.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 07JAN97 17:38:08 PAGE 2 NC .028 .3 .5 ET 8.11 1390 1795.0 Xl 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 /,63.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.~4 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GR 449.1 1596.95 ~.9.0~ 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 GR 473.5 1807 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECT[ON 12 AB-BUILT BRIDGE -- DATA UPOATE ON OCT. 1987 1400RE ROAD - DOqaNSTREAI4 SlOE Xl 18515 38 1513 1680.7 1 1 1 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 47'3.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 47'3.6 0 1907 47'3.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 ~ 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 ~9.04 1610.80 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 473.65 1680.7 47'3.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1410 1780.0 MOORE ROAD - UPSTREAM SlOE Xl 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 47~.Z 0 1501 47~.5 0 1513 4~.66 468,66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 BT 1698 47'5.8 0 1757 473.8 0 1807 473,5 0 BT 1857 473.6 0 1898 473.6 0 1907 47'5.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.~ 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84, 1624.92 469.8/, 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 47'3.32 1679.65 473.8 1698 473.8 1757 473.5 1807 07JAN97 17:38:08 PAGE 3 GR 473.6 1857 473.6 1898 &73.3 1907 ET 8.11 1470 1720 Xl 18566 33 1540.15 1651.3 I 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GE 669.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 #C .05 ET 5.1 1155. 1530. 8.1 1290 1530 ADD EFFECTIVE FLCRd LIMITS DUE TO BRIDGE DOgNSTREAM Xl 18600 19 1350 1500 34 34 34 GR 476.3 1000 470.5 1050 46~.5 1100 462 1150 462 1200 GR 461.6 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 ~62.7 1550 46~ 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1140. 1542. 8.1 1275 1542 ADD EFFECTIVE FLOU LIMITS DUE TO BRIDGE DO. STREAM Xl 18615 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 46~.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR ~7.4 1428 457.6 1444 461 1500 462.7 1550 46~ 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1575. 2000. 8.1 1690 1980 ADD EFFECTIVE FLC~ LIMITS DUE TO BRIDGE DOWNSTREAM ADD PROPOSED FILL TO LEFT OVERBANK ADD PROPOSED SWALE TO RIGHT OVERBANK Xl 18650 31 1805 1868 35 35 35 .7 GR ~B2.6 1100 478.3 1200 ~69.2 1300 469.3 1~,0 469.3 1535 GR 662.8 1561 462.3 1600 ~61.6 1700 462.4 1805 447.5 1830 OR 446.8 18~1 448.1 1853 462.0 1868 462.3 1900 462.5 1930 GR 461.0 1940 462.8 1950 463.1 2000 467.3 2100 472.3 2133 GR 473.2 213~ 472.7 2140 470.7 2157 475.6 2185 476.4 2200 GR 477.0 2250 478.2 2263 478.6 2284 477.7 2300 476.2 2321 GR 478.3 ?.3~9 QT 6 5250 9850 16500 14400 23000 16500 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 305. 661. USE 10 FT. BOTTOM glOTH SgALE · 1.8 FT. OEEP 07JAN97 17:38:08 PAGE 4 SURVEYED SECTION ADDED TO BASE HOOEL BY JP ENGRS. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK - 10 FT. BOTTON WIDTH Xl 19034. 25. 509. 562. 240. 140. 384. GR 470.65 100. 470.3 103. 470.3 152. 463.8 178. 462.2 199. GR 461.9 256. 462.8 435. 463.8 509. 462.0 515. 457.0 517. GR 453.8 524. 449.4 527. 448. 540. 448.2 546. 451.5 547. GR 454.1 553. 461.9 562. 462.9 600. 461.5 606. 461.5 616. GR 463.5 626. 463.6 668. 464.3 691. 470.3 705. 472. 711. ET 8.1 341. 650. USE 18 FT. BOTTOM WIDTH SWALE , 4.SFT. DEEP BEGIN S~ALE AT STA 565. SECTION ADDED BY NDN ENGINEERS FRON COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.1 IN FEMA MOOEL. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK - 18 FT. B.W., 4.5 FT. DEEP Xl 19160. 23. 465. 560. 90. 135. 126. GR 478. O. 476. 10. 474. 25. 472. 35. 470.3 60. GR 470.3 139. 464. 164.2 464. 465. 460. 480. 450. 500. GR 449. 510. 449. 520. 450. 530. 460. 550. 462. 560. GR 462.3 565. 458.5 574.5 458.5 592.5 463.5 608. 464. 625. GR 466. 655. 470. 695. 471. 715. ET 8.1 313. 643. USE 20 FT. BOTTOM WIDTH SWALE, 3 FT. OEEP , BEGIN SWALE AT STA 675. SURVEYED SECTION ADDED TO BASE MOOEL BY JP ENGRS. ~ PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK - 20 FT. B.W., 3 FT. DEEP Xl 19320. 25. 502. 540. 110. 200. 160. OR 472. 100. 470.9 106. 470.9 180. 465.2 202.8 463.9 260. GR 463.0 336. 463.8 412. 463.9 442. 462.7 502. 453.1 506. GR 450.3 512. 447.9 521. 449.3 534. 453.0 535. 463.2 540. GR 463.7 564. 463.2 592. 464.5 667. 464.8 675.0 463.0 685. GR 463.0 705. 466.5 715. 468.1 758. 471.3 785. 472. 808. ET 8.1 172.5 530 SECTION ADDED BY NOW EHGINEERS FRON COPPELL TOPO 06/27/87 THIS SECTION NAMED 0.2 IN FEMA I~EL. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK. 10 FT. BOTTOM WIDTH. 2.4 FT. DEEP Xl 19550. 24. 310. 385. 180. 65. 230. GR 478. O. 476. 35. 474. 50. 472. 80. 472. 140. OR 467.8 156.8 466. 240. 464. 310. 460.' 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 465.6 655. GR 463.3 665. 463.3 675. 465.8 685. 466. 725. 468. 760. GR 470. 780. 472. 785. 474. 802. 475. 810. 07JAN97 17:38:08 PAGE 5 ET 8.1 312. 730. SURVEYED SECTION ADDED TO BASE HOOEL BY JP ENGRS. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IH RIGHT OVERBANK. V SHAPE 1.2 FT. DEEP LAST SECTION WITH PROPOSED FILL Xl 19662. 26. 391. 450. 115. 170. 112. GR 477.4 100. 472.0 180. 472.0 217. 469.8 225.8 467.5 289. GR 466.9 333. 464.0 391, 458.0 395. 450.8 407. 450.4 410. GR 452.1 434. 465.3 450. 465.9 468. 465.4 539. 465.6 595. GR 465.3 659. 464.9 723. 465.6 814. 465.6 825. 464.4 835. GR 465.7 845. 467.3 886. 467.8 900. 470. 914. 472.0 920. GR 474.0 929. ET 8.1 158.5 528.5 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMEO 0.3 IN FEMA NGOEL. Xl 20000. 16. 315. 372. 295. 110. 338. GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 PROFILE SECT]ON N - SURVEY SECTION 13 SECTION MODIFIED BY NON ENGINEERS BASED ON COPPELL TOPO 06/27/87 : Xl 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 5150 9650 16100 14050 22500 16100 ET 8.1 225 575 SECTION AOOEO BY NOM ENGINEERS FRON COPPELL TOPO 06/27/87 Xl 0.5 19. 450. 582. 315. 415. 435. GR 484. O. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 196. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. 07JAN97 17:38:08 PAGE 6 ET 8.1 205 455 SECTION ADDED BY ND# ENGINEERS FROM COPPELL TOPO 10/2.]/87 X1 0.6 12.0 370. 455. 380. 360. 390. GR 480. O. 474. 60. 472. 105. 470. 140. 470. 3i'0. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 SECT[ON ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 NH 5 .080 76 .045 146 .065 295 .035 295.1 .065 NH 445 ET 8.1 32 212 SECT[OM ADOEO BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 1.0 19. 76. 146. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 283. 474.5 295. GR 479.7~ 295.1 479.7~ 385. 482. 400. 484. 445. NH 5 .08 1397 .045 1447 .065 142'3 .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 PROF[LE SECT%ON N - SURVEY SECTION 14 Xl 22600 17 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 147'5 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 NC .08 .065 .045 ET 8.1 66 246 SECT[ON ADDED BY ND# ENGI#EERS FROM COPPELL TOPO 06/27/87 Xl 2.0 19. 108. 17'5. 510. 540. 570. GR 487. O. 486. 18. 484. 33. 482. 50. 480. 66. Gl{ 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. Gl{ 474. 188. 476. 225. 477.2 266. 490. 304.4 07JAN97 17:38:08 PAGE 7 ET 8.1 10/,1 1391 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 25900 12 1215 1385 750 590 7'50 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 686 1395 GR 488 1405 490 1440 NH 5 .08 146 .0~5 271 .065 337 .035 337.1 .065 NH 490. ET 8.1 79 299 SECTION ADDEO BY NDN ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 3.0 19.0 146. 271. 310. 450. 465. GR 489. O. 488. 4. 486. 14. 484. 42. 482. 62. GR 480. 120. 475. 146. 470. 172. 46:1.8 182. 463.8 194. GR 470. 215. 475. 271. /,80. 326. 681. 337. 488.05 337.1 GR 488.05 391. 488.05 418. 490. 462. 492. 490. NH 4. .08 190. .05 315. .035 315.1 .065 665. ET 8.1 114 314 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 4.0 19. 190. 315. 350. 540. 560. GR 491. O. 490. 32. 488. 48. 486. 75. 484. 125. GR 482. 168. 480. 190. 470. 218. 464.84 250. 464.8~ 238. GR 470. 255. 480. 315. 485.87 315.1 685.87 450. ~85.87 525. GR 488. 550. 490. 586. , 492. 635. 494. 665. eT 6 5050 9250 15500 13550 21050 15500 NC .08 .065 .05 ET 8.1 65 275 SECTION AOOED BY NOM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 5.0 18. 98. 208. 130. 160. 145. GR 491. O. 490. 25. 488. 40. 486. 52. 484. 78. GR 482. 82. 480. 98. 470. 113. 468. 133. 465.9 148. GR ~65.9 158. 470. 17"2. 480. 208. 682. 300. 484. 355. GR 485.5 395. 489. 416. 490. 535. ET 8.1 1170 1400 Xl 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 ~ 1140 686 1150 GR ~ 1160 482 1180 680 1200 472 1312 470 1340 GR 4(~.4 1355 466.4 1365 470 1375 480 1390 484 1410 GR 485 1415 486 1425 689 1435 491 1454 492 1580 07JAN97 17:38:08 PAGE 8 ET 8.1 100 28O SECTION ADDED BY NDN ENGINEERS FROH COPPELL TOPO 10/27/87 Xl 6.0 16. 184. 2~. 50. ~. 9~). GR 491, O. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 184. 470. 205. ~6.8 215. 466.8 225. 470. 245. GR 476. 263. 483. 275. 485. 320. 490. 334. 492. 365. GR 493. 380. NC 0.080 0.060 0.045 ET 8.1 1537 1627 ****~'**** END OF MOORE RD AS BUILT ADDED HOOEL ***ww*w*we X1 25085 19 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GR 480.7 1537 472 1560 467.3 15(~ 467.1 1572 467.2 1585 GR 478.4 1593 479.0 1607 480.6 1627 483 1658 488 1688 GR 490 1706 490 1706 490 1706 490 1708 07JAN97 17:38:08 PAGE T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY~ TEXAS T2 FULLY DEVELOPED WATERSHED. IO0-YEAR FLOOD PLAIN/FLOODWAY NOV. T3 CARTER ADDITION - PROPOSED CHANNEL AND FLO~O PLAIN. FLOOO~AY PROFILE T4 SECTION 190~, 19320, AND 196~2 ADDED FROM SURVEY WITH PROPOSED FILL T5 FEHA MOOEL SECTION 0.1 IS SECTION 19160 IN THIS MOOEL T6 FEMA MOOEL SECTION 0.2 IS SECTION 19550 IN THIS MOl)EL T? PROPOSED S~ALE SECTIONS 1903& - T8 BEGIN HOOEL WITH 100 YEAR FLOG0 ELEVATION 1 FT. HIGHER THAN EXISTING T9 CONDITION ELEVATION COMPUTED WITHOUT THE FLOOO~AY. dl ICHECK ING NINV IDIR STRT METRIC HVINS Q ~SEL FQ 7 467.~'~ J2 NPROF IPLOT PRFVS XSECV XSECN FN ALLDC IBW CHNIM ITRACE 2 -1 07JAN97 17:38:08 PAGE 10 THIS RUN EXECUTED 07JAN97 17:38:33 HEC-2 %dATER SURFACE PROFILES Version 4.6.2; Nay 1991 NOTE- ASTERISK (~) AT LEFT OF CROSS-SECTION NLIHBER INDICATES HESSAGE IN SKJ~qARY OF ERRORS LIST IO0-YEAR FLO00 PLAIN-1ST SUHMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q C~SEL CRI~S EG lO*KS VCH AREA .01K 18500.000 .00 .00 .00 447.60 16250.00 466.83 .00 467.52 28.04 8.23 3394.26 3068.66 18500.000 .00 .00 .00 447.60 16250.00 467.83 .00 468.67 27.46 8.58 2770.24 3100.85 18514.000 14.00 .00 .00 448.68 16250.00 466.33 .00 468.08 20.70 10.63 1536.51 3571.65 18514.000 14.00 .00 .00 448.68 16250.00 467.59 .00 468.96 14.40 9.38 1732.16 4282.80 18515.000 1.00 470.50 469.76 448.68 16250.00 /66.25 .00 468.17 30.89 11.10 1472.17 2923.55 18515.000 1.00 470.50 469.76 448.68 16250.00 467.54 .00 469.02 21.78 9.76 1665.13 3481.61 18565.000 50.00 470.50 469.8~ 448.49 16250.00 466.60 .00 468.36 ~27.52 10.65 1534.76 3097.36 18565.000 50.00 470.50 /69.84 448.49 16250.00 467.73 .00 /69.14 20.44 9.54 1703.31 3594.10 18566.000 1.00 .00 .00 448.49 16250.00 466.47 .00 468.49 17.45 11.55 1567.33 3890.06 18566.000 1.00 .00 .00 448.49 16250.00 467.60 .00 469.27 12.88 10.52 1741.80 4528.76 18600.000 34.00 .00 .00 447.40 16250.00 468.59 .00 469.02 14.84 6.00 3533.12 4218.13 18600.000 34.00 .00 .00 447.40 16250.00 468.95 .00 469.62 19.66 7.03 2676.31 3665.04 18615.000 15.00 .00 .00 447.40 16250.00 468.67 .00 469.06 13.59 5.76 3737.43 4408.22 18615.000 15.00 .00 .00 447.40 16250.00 469.09 .00 469.68 17.31 6.65 2917.94 3905.94 * 18650.000 35.00 .00 .00 447.50 16250.00 468.53 .00 469.33 28.84, 9.08 3029.71 3026.04 * 18650.000 35.00 .00 .00 447.50 16250.00 468.87 .00 470.07 37.24 10.47 2372.22 2662.98 19034.000 38~.00 .00 .00 448.00 16500.00 469.64 .00 470.13 24.33 8.03 4152.90 3345.09 19034.000 38~.00 .00 .00 448.00 16500.00 470.36 .00 471.17 32.19 9.52 3185.59 2908.18 19160.000 126.00 .00 .00 449.00 16500.00 469.84, .00 470.39 17.83 7.31 4029.66 3907.71 19160.000 126.00 .00 .00 449.00 16500.00 470.72 .00 471.47 19.73 7.99 3107.96 3715.02 19320.000 160.00 .00 .00 4~7.90 16500.00 470.16 .00 470.75 30.41 9.06 3974.78 2992.25 19320.000 160.00 .00 .00 ~.7.90 16500.00 470.98 .00 471.96 40.09 10.70 2938.48 2606.00 07JAN97 17:38:08 PAGE 11 SECNO XLCH ELTRD ELLC ELN[# Q Ct~SEL CR[US EG lO*KS VCH AREA .01K 19550.000 230.00 .00 .00 450.20 16500.00 470.65 .00 471.30 34.08 8.69 3783.61 2826.26 19550.000 230.00 .00 .00 450.20 16500.00 471.71 .00 472.68 38.71 9.78 2870.85 2652.01 19662.000 112.00 .00 .00 450.40 16500.00 471.03 .00 471.71 25.78 8.81 4118.03 3249.96 19662.000 112.00 .00 .00 450.40 16500.00 472.32 .00 473.09 24.43 9.01 3486.40 3338.58 20000.000 338.00 .00 .00 451.00 16500.00 471.81 .00 472.41 29.84 8.76 3886.62 3020.68 20000.000 338.00 .00 .00 451.00 16500.00 473.13 .00 473.75 25.58 8.61 3509.97 3262.39 20540.000 540.00 .00 .00 452.60 16500.00 472.87 .00 473.50 19.30 7.69 3698.01 3755.40 20540.000 540.00 .00 .00 452.60 16500.00 474.10 .00 474.65 15.00 7.14 3752.44 4260.62 .500 435.00 .00 .00 454.00 16100.00 473.76 .00 474.12 11.95 5.79 4217.23 4656.59 .500 435.00 .00 .00 454.00 16100.00 474.81 .00 475.15 9.8~ 5.48 4215.57 5131.38 .600 390.00 .00 .00 455.00 16100.00 473.57 .00 475.50 65.72 12.33 2137.19 1985.98 .600 390.00 .00 .00 455.00 16100.00 474.48 .00 476.39 60.36 11.99 1870.93 2072.34 21690.000 325.00 .00 .00 455.90 16100.00 475.49 .00 477.58 67.44 13.21 2123.77 1960.43 21690.000 325.00 .00 .00 455.90 16100.00 476.04 .00 478.62 72.05 14.01 1628.69 1896.79 1.000 530.00 .00 .00 457.30 16100.00 478.55 .00 479.78 26.91 10.25 2368.8& 3103.54 1.000 530.00 .00 .00 457.30 16100.00 479.46 .00 480.92 27.18 10.69 2021.38 3088.29 22600.000 380.00 .00 .00 458.60 16100.00 479.51 .00 481.29 50.18 12.92 2103.30 2272.90 22600.000 380.00 .00 .00 458.60 16100.00 480.52 .00 482.30 44.31 12.65 1991.20 2418.76 2.000 570.00 .00 .00 459.60 16100.00 481.85 .00 483.52 32.51 11.50 1947.66 2823.56 2.000 570.00 .00 .00 459.60 16100.00 482.70 .00 48~.26 28.15 11.06 1955.20 3034.34 23900.000 730.00 .00 .00 463.00 16100.00 484.51 .00 485.11 14.16 6.58 3120.51 4278.24 23900.000 730.00 .00 .00 463.00 16100.00 485.10 .00 485.63 11.99 6.24 3267.37 4650.43 3.000 465.00 .00 .00 463.80 16100.00 485.05 .00 485.79 14.27 7.38 2792.73 4261.4~ 3.000 465.00 .00 .00 463.80 16100.00 485.50 .00 486.30 14.26 7.53 2566.09 4262.80 4.000 560.00 .00 .00 464.8~ 16100.00 485.79 .00 487.11 33.48 9.39 1915.32 2782.64 4.000 560.00 .00 .00 464.84 16100.00 486.33 .00 487.53 30.89 8.98 1993.96 2896.81 5.000 145.00 .00 .00 465.90 15500.00 486.76 .00 487.51 17.36 7.52 2701.44 3719.90 5.000 145.00 .00 .00 465.90 15500.00 ~,87.03 .00 487.90 18.64 7.88 2321.57 3590.22 24930.000 220.00 .00 .00 466.40 15500.00 487.22 .00 487.86 15.99 7.57 2948.34 3875.63 24930.000 220.00 .00 .00 466.40 15500.00 487.65 .00 488.28 15.02 7.~6 2909.61 3999.07 6.000 90.00 .00 .00 466.80 15500.00 487.00 .00 488.19 25.83 9.60 2266.12 3049.53 6.000 90.00 .00 .00 466.80 15500.00 487.34 .00 488.63 26.37 9.83 2031.18 3018.14 25085.000 80.00 .00 .00 467.10 15500.00 486.67 .00 488.73 58.44 12.34 1636.51 2027.61 25085.000 80.00 .00 .00 467.10 15500.00 486.14 .00 489.67 106.96 15.09 1027.08 1498.73 07JA#97 17:38:08 PAGE 12 IO0-YEAR FLOOD PLAIN-1ST SUMMARY PRINTOUT TABLE 150 SEC#O g Ck'SEL DIF~SP DZF~SX DIFIOdS TOP, ID XLCH 18500.000 16250.00 466.8~ .00 .00 .00 666.07 .00 18500.000 16250.00 467.8~ 1.00 .00 1.00 350.00 .00 18514.000 16250.00 466.33 .00 -.50 .00 162.03 14.00 18514.000 16250.00 467.59 1.26 -.24 1.26 165.18 14.00 18515.000 16250.00 466.25 .00 -.08 .00 156.54 1.00 18515.000 16250.00 467.54 1.28 -.05 1.28 160.02 1.00 18565.000 16250.00 466.60 .00 .34 .00 157.58 50.00 18565.000 16250.00 467.73 1.13 .19 1.13 160.41 50.00 18566.000 16250.00 466.47 .00 -.13 .00 161.78 1.00 18566.000 16250.00 467.60 1.13 -.13 1.13 165.03 1.00 18600.000 16250.00 468.59 .00 2.12 .00 375.00 34.00 18600.000 16250.00 468.95 .36 1.35 .36 240.00 34.00 18615.000 16250.00 468.67 .00 .08 .00 402.00 15.00 18615.000 16250.00 469.09 .43 .15 .43 267.00 15.00 18650.000 16250.00 468.53 .00 -.14 .00 425.00 35.00 18650.000 16250.00 468.87 .34 -.22 .34 290.00 35.00 19034.000 16500.00 469.64 .00 1.11 .00 548.87 384.00 19034.000 16500.00 470.36 .72 1.49 .72 356.00 384.00 19160.000 16500.00 469.84 .00 .19 .00 552.52 126.00 19160.000 16500.00 470.72 .88 .35 .88 309.00 126.00 19320.000 16500.00 470.16 .00 .32 .00 592.51 160.00 19320.000 16500.00 470.98 .82 .27 .82 330.00 160.00 19550.000 16500.00 470.65 .00 .49 .00 636.26 230.00 19550.000 16500.00 471.71 1.06 .73 1.06 357.50 230.00 19662.000 16500.00 471.03 .00 .~8 .00 696.23 112.00 19662.000 16500.00 472.32 1.28 .60 1.28 418.00 112.00 20000.000 16500.00 471.81 .00 .78 .00 592.49 338.00 20000.000 16500.00 473.13 1.32 .81 1.32 370.00 338.00 20540.000 16500.00 472.87 .00 1.06 .00 488.70 540.00 20540.000 16500.00 474.10 1.23 .97 1.23 370.00 540.00 .500 16100.00 473.76 .00 .88 .00 487.35 435.00 .500 16100.00 474.81 1.06 .72 1.06 350.00 435.00 07JAN97 17:38:08 PAGE 13 SEC#O Q Ct,/SEL DIF~'SP DIFWSX DIFIO,/S TOPWID XLCH * .600 16100.00 473.57 .00 -.18 .00 465.80 390.00 * .600 16100.00 474.48 .91 -.33 .91 250.00 390.00 21690.000 16100.00 475.49 .00 1.92 .00 434.60 325.00 21690.000 16100.00 476.04 .55 1.55 .55 200.00 325.00 * 1.000 16100.00 478.55 .00 3.06 .00 288.55 530.00 * 1.000 16100.00 479.46 .91 3.42 .91 180.00 530.00 22600.000 16100.00 479.51 .00 .96 .00 286.84 380.00 22600.000 16100.00 ~80.52 1.01 1.06 1.01 200.00 380.00 2.000 16100.00 481.85 .00 2.35 .00 228.80 570.00 2.000 16100.00 482.70 .85 2.18 .85 180.00 570.00 * 23900.000 16100.00 48~.51 .00 2.65 .00 377.96 730.00 * 23900.000 16100.00 485.10 .59 2.39 .59 350.00 730.00 3.000 16100.00 485.05 .00 .54 .00 309.79 465.00 3.000 16100.00 485.50 .45 .40 .45 220.00 465.00 * 4.000 16100.00 485.7'9 .00 .74 .00 234.83 560.00 * 4.000 16100.00 486.33 .54 .83 .54 200.00 560.00 5.000 15500.00 486.76 .00 .97 .00 355.15 145.00 5.000 15500.00 487.03 .27 .70 .27 210.00 145.00 24930.000 15500.00 487.22 .00 .47 .00 285.11 220.00 24930.000 15500.00 487.65 .42 .62 .42 230.00 220.00 6.000 15500.00 487.00 .00 -.22 .00 275.63 90.00 6.000 15500.00 487.34 .3~ -.31 .34 180.00 90.00 * 25085.000 15500.00 486.67 .00 -.33 .00 247.18 80.00 * 25085.000 15500.00 486.14 -.54 -1.20 -.54 90.00 80.00 07JAN97 17::]8:08 PAGE SUNI4ARY OF ERRORS AND SPECIAL NOTES UARN]NG SECNO= 18~50.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE UARNING SECNO= 18~50.000 PROFILE= 2 CONVEYANCE CHANGE OUTS]DE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTS]DE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTS]DE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= I CONVEYANCE CHANGE OUTS]DE ACCEPTABLE RANGE UARNING SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 222900.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.3900°000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTS]DE ACCEPTABLE RANGE ~ARNING SECNO= 23085.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE UARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE APPENDIX IV VOLUME AND 2 -YEAR FLOOD STUDIES MODEL EX4VOL - VOLUME ANALYSIS OF 100 -YEAR STORM - EXISTING CHANNEL AND FULLY DEVELOPED WATERSHED MODEL PRO29VOL - VOLUME ANALYSIS OF 100 -YEAR STORM - PROPOSED CONDITIONS AND FULLY DEVELOPED WATERSHED MODEL EX2YULT4 - 2 -YEAR STORM WITH EXISTING CHANNEL AND FULLY DEVELOPED WATERSHED MODEL PR2YUL29 - 2 -YEAR STORM WITH PROPOSED CONDITIONS AND FULLY DEVELOPED WATERSHED Jerry Parche' Consulting Engineers * HEC-2 WATER SURFACE PROFILES * * U.S. ARHY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; Hay 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 04JAN97 TIHE 15:47:11 * * (916) 756-110/+ * 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 04JA#97 15:47:12 PAGE 1 THIS RUN EXECUTED 04JAN97 15:47:12 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 VOLUME STUDY DESIGN BASE FLO00 - 100 YEAR FLO00 - EX. FLO00 PLAIN CONDS. T2 MODEL EX4VOL.DAT - BASED ON EX[STING CHANNEL ANALYZED IN CARULT4.DAT T3 IO0-YEAR FLOOD PLAIN USE CALCULATED ~.S.E. FROM MOOEL CARULT4.DAT T4 CARTER ADDITION T5 SECTION 19034, 19320, AND 19662 ADDED FROt4 SURVEY T6 FEMA MOOEL SECTION 0.1 IS SECTION 19160 IH THIS MODEL T7 FEMA MOOEL SECT[ON 0.2 IS SECTION 19550 IN THIS MODEL T8 FEMA MOOEL SECT[ON 0.3 IS SECTION 20000 IN THIS MODEL T9 BEGIN WITH W.S.E. AT SECTION 18565 COHPUTED IN MODEL CARULT4.DAT J1 [CHECK INQ NINV %DiR STRT METRIC HVINS Q WSEL FQ O. 2 466.60 J2 NPROF [PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE COOES FOR SUMMARY PRINTOUT 38. 1, 7. 4. 53. 21. 23. 24. 22. 54. J5 LPRNT NUMSEC ********REQUESTED SECT[ON NUMBERS******** -10. -10. NC .07 .07 .05 .1 QT 1 500 MOORE ROAD - UPSTREAM SlOE Xl 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 118~ 470.5 1255 463.3 1255 ~63.3 1258 &70.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 158~.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 04JAN97 15:47:12 PAGE 2 GR 473.6 1857 473.6 1898 473.3 1907 X1 18566 33 1540.15 1651.3 1 1 1 X5 1 466.47 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 MC .05 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM Xl 18600 19 1350 1500 34 34 34 X5 I 468.59 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAH Xl 18615 19 1350 1500 15 15 15 X5 I 468.67 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 ~ 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM Xl 18650 32 1805 1868 35 35 35 .7 X5 I 468.53 GR 482.6 1100 478.3 1200 469.2 1300 465.2 1372 463.3 1376 GR 467.3 1384 466.8 1400 466.5 1416 463.4 1434 463.6 1500 GR 462.3 1600 461.6 1700 462.4 1805 447.5 1830 446.8 1841 GR 448.1 1853 462.0 1868 462.3 1900 463.1 2000 467.3 2100 GR 472.3 2133 473.2 2134 472.7 2140 470.7 2157 475.6 2185 GR 476.4 2200 477.0 2250 478.2 2263 478.6 2284 477.7 2300 GR 476.2 2321 478.3 2349 or 1 500 NC 0.090 0.090 0.050 0.1 0.3 04JAN97 15:47:12 PAGE 3 SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. Xl 19034. 20. 509. 562. 240. 140. 384. X5 1. 469.67 GR 470.65 100. 465.7 149. 462.2 199. 461.9 256. 462.8 435. GR 463.8 509. 462.0 515. 457.0 517. 453.8 524. 449.4 527. GR 448. 540. 448.2 546. 451.5 547. 454.1 553. 461.9 562. GR 46~.5 625. 463.6 668. 464.3 691. 470.3 705. 472. 711. SECT[ON ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.1 IN FEMA MODEL. Xl 19160. 20. 465. 560. 90. 135. 126. X5 1. 469.85 GR 478. O. 476. 10. 474. 25. 472, 35. 470. 65. GR 468. 80. 466. 100. 464. 120. 464. 465. 460. 480. GR 450. 500. 449. 510. 449. 520. 450. 530. 460. 550. GR 462. 560. 464. 625. 466. 655. 470. 695. 471. 715. SURVEYEO SECTION ADDED TO BASE MODEL BY JP ENGRS. X1 19320. 20. 502. 540. 110. 200. 160. X5 1. 470.16 GR 472. 100. 470.9 106. 465.7 180. 463.9 260. 463.0 336. GR 463.8 412. 463.9 442. 462.7 502. 453.1 506. 450.3 512. GR 447.9 521. 449.3 534. 453.0 535. 463.2 540. 463.7 564. GR 463.2 592. 464.5 667. 468.1 ?58. 471.3 785. 472. 808. SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 THIS SECT[ON NAMED 0.2 IN FEMA MODEL. Xl 19550. 20. 310. 385. 180. 65. 230. X5 1. 470.65 GR 478. O. 476. 35. 474. 50. 472. 80. 470. 105. GR 468. 145. 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. GR 468. 760. 470. 780. 472. 785. 474. 802. 475. 810. SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. Xl 19662. 22. 391. 450. 115. 170. 112. X5 1. 471.03 GR 477.4 100. 470.7 201. 467.5 289. 466.9 333. 464.0 391. GR 458.0 395. 450.8 407. 450.4 410. 452.1 434. 465.3 450. GR 465.9 468. 465.4 539. 465.6 595. 465.3 659. 464.9 723. GR 465.6 814. 465.6 840. 467.3 886. 467.8 900. 470. 914. GR 472.0 920. 474.0 929. 04JAN97 15:47:12 PAGE 4 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMEO 0.3 IN FEMA NOOEL. Xl 20000. 16. 315. 372. 295. 110. 338. X5 1. 471.82 GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. 04JAN97 15:47:12 PAGE 5 THIS RUN EXECUTED 04JAN97 15:47:21 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK ¢*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST IO0-YEAR FLOOD PLAIN USE SUMMARY PRINTOUT SECNO CWSEL VOL TOPWID SSTA STCHL XLBEL RBEL STCHR ENDST 18565.000 466.60 .00 157.59 1255.00 1513.00 472.66 473.32 1679.65 1675.06 * 18566.000 466.47 .04 161.79 1255.00 1540.15 458.73 458.57 1651.30 1674.68 * 18600.000 468.59 2.40 617.67 1065.92 1350.00 459.70 461.00 1500.00 1683.59 * 18615.000 468.67 3.96 619.63 1065.25 1350.00 459.70 461.00 1500.00 1684.88 * 18650.000 468.53 7.43 778.84 1324.66 1805.00 463.10 462.70 1868.00 2103.50 * 19034.000 469.67 31.46 593.83 109.70 509.00 463.80 461.90 562.00 ~03.53 * 19160.000 469.85 42.03 627.38 66.12 465.00 464.00 462.00 560.00 693.50 * 19320.000 470.16 55.72 658.85 116.53 502.00 462.70 463.20 540.00 775.38 * 19550.000 470.65 68.70 684.75 96.88 310.00 464.00 464.00 385.00 781.63 * 19662.000 471.03 82.00 721.06 196.03 391.00 464.00 465.30 450.00 917.09 * 20000.000 471.82 101.28 592.63 36.35 315.00 464.00 464.00 372.00 628.98 04JAN97 15:47:12 PAGE 6 SUMMARY OF ERRORS AND SPECIAL NOTES NOTE SECNO= 18566.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 18600.000 PROFILE= 1 WSEL BASED ON X5 CARD WARNING SECNO= 18600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNO= 18,615.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 18650.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 19034.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 19160.000 PROFILEz 1 WSEL BASED ON X5 CARD NOTE SECNO= 19320.000 PROFILE= I WSEL BASED ON X5 CARD NOTE SECNO= 19550.000 PROFILE- 1 WSEL BASED ON X5 CARD NOTE SECNO= 19662.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 20000.000 PROFILEz 1 WSEL BASED ON X5 CARD * HEC-2 WATER SURFACE PROFILES * * U,S. ARHY CORPS OF ENGINEERS * * * HYDROLOGIC ENGINEERING CENTER * Version 4.6.2; Hay 1991 * * 609 SECOND STREET, SUITE O * * * DAVIS~ CALIFORNIA 95616-468Z * RUN DATE 04JANg? TIHE 15:52:51 * * (916) 756-1104 X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 04JAN97 15=52=52 PAGE 1 THIS RUN EXECUTED 04JAN97 15:52:52 *6*********************************** HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 VOLUME STUDY DESIGN BASE FLO00 - 100 YEAR FLOOD - PROPOSED FLO00 PLAIN T2 MOOEL PRO29VOL.DAT - BASED ON IMPROVEMENTS ANALYZED IN PROULT29.DAT T3 100-YEAR FLOOD PLAIN-USE CALCULATED W.S.E. FROH HOOEL PROULTZg. DAT T4 CARTER ADDITION ADD PROPOSED FILL AND EFFECTIVE FLOW LIMITS T5 SECTION 19034, 19320, AND 19662 ADDED FROH SURVEY WITH PROPOSED FILL T6 PROPOSED SWALE AT SECTIONS 18650 - 19662. T7 FEMA MOOEL SECTION 0.1 IS SECTION 19160 IN THIS MOOEL WITH PROP. FILL T8 FEMA MOOEL SECTION 0.2 IS SECTION 19550 IN THIS MOOEL WITH PROP. FILL T9 BEGIN WiTH W.S.E. AT SECTION 18565 COHPUTED IN MOOEL CARULT4.DAT J1 ICHECK INQ NINV [DIR STRT METRIC HVINS Q WSEL FQ O. 2 466.60 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE COOES FOR SUMMARY PRINTOUT 38. 1. 7. 4. 53. 21. 23. 24. 22. 54. J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10. -10. NC .07 .07 .05 .1 .3 aT 1 500 MOORE ROAD - UPSTREAM SIDE X1 18565 38 1513 1679.65 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 47'3.3 469.3 1624.92 473.84 469.84 1679.65 47'3.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 118~ 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 655.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 47'3.8 1698 473.8 17'57 473.5 1807 04JAN97 15:52:52 PAGE 2 GR 473.6 1857 473.6 1898 473.3 1907 X1 18566 33 1540.15 1651.3 I 1 1 X5 1 466.47 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449,1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 NC .05 ADO EFFECTIVE FLOW LIMITS DUE TO BRIDGE DONNSTREAM Xl 18600 19 1350 1500 34 34 34 X5 1 468.59 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DCR,/NSTREAM X1 18615 19 1350 1500 15 15 15 X5 1 468.67 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 ~ 464 1600 GR 466.5 1650 469.3 1695 475.4 1741 475.5 1750 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM ADD PROPOSED FILL TO LEFT OVERBAN[ ADD PROPOSEO SWALE TO RIGHT OVERBANK Xl 18650 31 1805 1868 35 35 35 .7 X5 1 468.53 GR 482.6 1100 478.3 1200 469.2 1300 469.3 1440 469.3 1535 GR 462.8 1561 462.3 1600 461.6 1700 462.4 1805 447.5 1830 GR 446.8 1841 448.1 1853 462.0 1868 462.3 1900 462.5 1930 GR 461.0 1940 462.8 1950 463.1 2000 467.3 2100 472.3 2133 GR 473.2 2134 472.7 2140 470.7 2157 475.6 2185 476.4 2200 GR 477.0 2250 478.2 2263 478.6 2284 477.7 2300 476.2 2321 ~ 478.3 2349 QT 1 500 NC 0.090 0.090 0.050 0.1 0.3 04JAN97 15:52:52 PAGE 3 SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK Xl 19034. 25. 509. 562. 240. 140. 38~. X5 1. 469.64 GR 470.65 100. 470.3 103. 470.3 152. 463.8 178. 462.2 199. GR 461.9 256. 462.8 435. 463.8 509. 462.0 515. 457.0 517. GR 453.8 524. 449.4 527. 448. 540. 448.2 546. 451.5 547. GR 454.1 553. 461.9 562. 462.9 600. 461.5 606. 461.5 616. GR 463.5 626. 463.6 668. 464.3 691. 470.3 705. 472. 711. USE 18 FT. BOTTOM WIDTH SWALE , 4.SFT. DEEP BEGIN SWALE AT STA 565. SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.1 IN FEMA MOOEL. PROPOSEO FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK - BEGIN AT RIGHT CHANNEL BANK Xl 19160. 23. 465. 560. 90. 135. 126. X5 1. 469.84 GR 478. O. 476. 10. 474. 25. 472. 35. 470.3 60. GR 470.3 139. 464. 164.2 464. 465. 460. 480. 450. 500. GR 449. 510. 449. 520. 450. 530. 460. 550. 462. 560. GR 462.3 565. 458.5 574.5 458.5 592.5 463.5 608. 464. 625. GR 466. 655. 470. 695. 471. 715. USE 20 FT. BOTTOM WIDTN SWALE, 3 FT. DEEP, BEGIN SWALE AT STA 6?5. SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. ~ PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK Xl 19320. 25. 502. 540. 110. 200. 160. X5 1. 470.16 GR 472. 100. 470.9 106. 470.9 180. 465.2 202.8 463.9 260. GR 463.0 336. 463.8 412. 463.9 442. 462.7 502. 453.1 506. GR 450.3 512. 447.9 521. 449.3 534. 453.0 535. 463.2 540. GR 463.7 564. 463.2 592. 464.5 667. 464.8 6?5.0 463.0 685. GR 463.0 705. 466.5 715. 468.1 758. 471.3 785. 472. 808. SECTION AODED BY NDH ENGINEERS FROM COPPELL TOPO 06/27/87 THIS SECTION NAMED 0.2 IN FEMA MODEL. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK. 10 FT. BOTTOM WIDTH. Xl 19550. 24. 310. 385. 180. 65. 230. X5 1. 470.65 GR 478. O. 476. 35. 474. 50. 47~. 80. 472. 140. GR 467.8 156.8 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 465.6 655. GR 463.3 665. 463.3 6?5. 465.8 685. 466. 725. 468. 760. 04JAN97 15:52:52 PAGE 4 GR 470. 780. 472. 785. 474. 802. 475. 810. SURVEYED SECTION ADDED TO BASE MOOEL BY JP ENGRS. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK. LAST SECTION WITH PROPOSED FILL Xl 19662. 26. 391. 450. 115. 170. 112. X5 1. 471.03 GR 477.4 100. 472.0 180. 472.0 217. 469.8 225.8 467.5 289. GR 466.9 333. 464.0 391. 458,0 395. 450.8 407. 450.4 410. GR 452.1 434. 465.3 450. 465.9 468. 465.4 539. 465.6 595. GR 465.3 659. 464.9 72:3. 465.6 814. 465.6 825. 464.4 8~5. GR 465.7 845. 467.3 886. 467.8 900. 470. 914. 472.0 920. GR 474.0 929. SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.3 IN FEMA MOOEL. Xl 20000. 16. 315. 372. 295. 110. 338. X5 1. 471.81 GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. 04JAN97 15:52:52 PAGE 5 THIS RUN EXECUTED 04JAN97 15:53:01 HEC-2 ~ATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK C*) AT LEFT OF CROSS-SECTION NUMBER INOICATES MESSAGE IN SUMMARY OF ERRORS LIST IO0-YEAR FLOOD PLAIN-USE SUMMARY PRZNTOUT SECNO C~SEL VOL TOP, ID SSTA STCHL XLBEL RBEL STCHR ENDST 18565.000 466.60 .00 157.59 1255.00 1515.00 472.66 4T5.32 1679.65 1675.06 * 18566.000 466.47 .04 161.79 1255.00 1540.15 458.73 458.57 1651.30 1674.68 * 18600.000 468.59 2.40 617.67 1065.92 1~50.00 459.70 461.00 1500.00 168~.59 * 18615.000 468.67 3.96 619.6~ 1065.25 1350.00 459.70 461.00 1500.00 1684.88 * 18650.000 468.5~ 7.15 562.62 1540.88 1805.00 463.10 462.70 1868.00 2103.50 * 19034.000 469.64 28.87 548.82 154.64 509.00 46~.80 461.90 562.00 703.46 * 19160.000 469.84 39.12 552.56 140.84 465.00 464.00 462.00 560.00 693.40 * 19~20.000 470.16 52.57 592.42 182.96 502.00 462.70 46~.20 540.00 775.~8 * 19550.000 470.65 65.04 636.22 145.40 310.00 464.00 464.00 385.00 781.63 * 19662.000 471.03 78.32 696.21 220.88 391.00 464.00 465.30 450.00 917.09 * 20000.000 471.81 97.54 592.51 36.4~ 315.00 464.00 464.00 3?2.00 628.94 04JAN97 15:52:52 PAGE 6 SUMMARY OF ERRORS AND SPECIAL NOTES NOTE SECNO= 18566.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 18600.000 PROFILE= 1 WSEL BASED ON X5 CARD WARNING SECNO= 18600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNO= 184515.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 18650.000 PROFILE= 1 WSEL BASEO ON X5 CARD WARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNO= 19034.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 19160.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 19320.000 PROFILE= 1 WSEL BASED ON X5 CARO NOTE SECNO= 19550.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 19662.000 PROFILE= I WSEL BASED ON X5 CARD NOTE SECNO= 20000.000 PROFILE= 1 WSEL BASED ON X5 CARD * HE(-2 HATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORHIA 95616-4687 * * RUN OATE 04JAN97 TIME 16:00:21 * * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 04JAN97 16:00:22 PAGE 1 THIS RUN EXECUTED 04JAN97 16:00:22 HEC-2 WATER SURFACE PROFILES Version 4.6.21 May 1991 T1 FULLY DEVELOPED WATERSHED MODEL - EXISTING FLOOD PLAIN CONDITIONS T2 MODEL EX2YULT4.DAT - BASED ON CARULT4.DAT T3 2-YEAR FLO00 PLAIN T4 CARTER ADOITION EFFECTIVE FLOW LIMITS ADOEO SECTS. 18600 - 18650 T5 SECTION 19034, 19320, AND 19662 ADDED FROM SURVEY T6 FEMA MODEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL T7 FEMA MODEL SECTION 0,2 IS SECTION 19550 IN THIS MODEL T8 FEMA MODEL SECTION 0.3 IS SECTION 20000 IN THIS MOOEL T9 BEGIN WITH W.S.E. AT SECTION 18500 FROM MODEL GREXULT REC FROM HALFF J1 ICHECK %NQ NINV IDIR STRT METRIC HVINS Q WSEL FQ O. 2 462.06 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10. -10. NC .07 .07 .05 .1 .3 QT 6 5280 9900 16250 14200 22550 16250 ET 8.1 4800 5150 PROFILE SECTION K - SURVEY SECTION 11 END LANO OEVELOPEMENT FILL ON LEFT OVERBANK Xl 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 46~.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 498:3 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 04JAN97 16:00:22 PAGE 2 NC .028 .3 .5 ET 8.11 1390 1795.0 Xl 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 47'3.65 1680.7 47'5.8 1698 47"3.8 1757 GR 473.5 1807 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT BRIDGE -- DATA UPDATE ON OCT. 1987 MOORE ROAD - DOWNSTREAM SIDE Xl 18515 38 1513 1680.7 1 I 1 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 4?0.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 8T 1565.65 473.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 = 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 473.65 1680.7 473.8 1698 47~.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1410 1780.0 MOORE ROAD - UPSTREAM SIDE Xl 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 47'2.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 158~.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 04JAN97 16:00:22 PAGE 3 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1470 1720 Xl 18566 33 1540.15 1651.3 1 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 OR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.7'5 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 NC .05 ET 5.1 1155. 1530. 8.1 1290 1530 ADD EFFECTIVE FLOW LIMITS DUE TO BRIOGE OOWNSTREAM Xl 18600 19 1350 1500 34 34 34 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1140. 1542. 8.1 1275 1542 ADD EFFECTIVE FLOW LIN%TS DUE TO BRIDGE DOWNSTREAM X1 18615 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 : 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1575. 2000. 8.1 1690 1980 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM Xl 18650 32 1805 1868 35 35 35 .7 GR 482.6 1100 478.3 1200 469.2 1300 465.2 1372 463.3 1376 GR 467.3 1384 466.8 1400 466.5 1416 463.4 1434 463.6 1500 GR 462.3 1600 461.6 1700 462.4 1805 447.5 1830 446.8 1841 GR 448.1 1853 462.0 1868 462.3 1900 463.1 2000 467.3 2100 GR 472.3 2133 473.2 2134 472.7 2140 470.? 2157 475.6 2185 GR 476.4 2200 477.0 2250 478.2 2263 478.6 2284 477.7 2300 GR 476.2 2.~21 478.3 2349 QT 6 5250 9850 16500 14400 23000 16500 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 305. 661. 04JAN97 16:00:22 PAGE 4 SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. Xl 19034. 20. 509. 562. 240. 140. 384. GR 470.65 100. 465.7 149. 462.2 199. 461.9 256. 462.8 435. GR 463.8 509. 462,0 515. 457.0 517. 453.8 524. 449.4 527. GR 448. 540. 448.2 546. 451.5 547. 454.1 553. 461.9 562. GR 463.5 625. 463.6 668. 464.3 691. 470.3 705. 472. 711. ET 8.1 335 650 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.1 IN FEMA MODEL. Xl 19160. 20. 465. 560. 90. 135. 126. GR 478. O. 476. 10. 474. 25. 47'2. 35. 470. 65. GR 468. 80. 466. 100. 464. 120. 464. 465. 460. 480. GR 450. 500. 449. 510. 449. 520. 450. 530. 460. 550. GR 462. 560. 464. 625. 466. 655. 4?0. 695. 471. 715. ET 8.1 313. 643. SURVEYED SECTION ADDED TO BASE MODEL BY dP ENGRS. X1 19320. 20. 502. 540. 110. 200. 160. GR 472. 100. 470.9 106. 465.7 180. 463.9 260. 463.0 336. GR 463.8 412. 463.9 442. 462.7 502. 453.1 506. 450.3 512. GR 447.9 521. 449.3 534. 453.0 535. 463.2 540. 463.7 564. GR 46~.2 592. 464.5 667. 468.1 758. 471.3 785. 472. 808. ET 8.1 172.5 ~ 530 SECTION ADOED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 THIS SECTION NAMED 0.2 IN FEMA MODEL. Xl 19550. 20. 310. 385. 180. 65. 230. GR 478. O. 476. 35. 474. 50. 472. 80. 470. 105. GR 468. 145. 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. GR 468. 760. 470. 780. 472. 785. 474. 802. 475. 810. ET 8.1 312. 750. SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. Xl 19662. 22. 391. 450. 115. 170. 112. GR 477.4 100. 470.7 201. 467.5 289. 466.9 333. 464.0 391. GR 458.0 395. 450.8 407. 450.4 410. 452.1 434. 465.3 450. GR 465.9 468. 465.4 539. 465.6 595. 465.3 659. 464.9 72~. GR 465.6 814. 465.6 840. 467.3 886. 467.8 900. 470. 914. GR 472.0 920. 474.0 929. 04JAN97 16:00:22 PAGE 5 ET 8.1 158.5 528.5 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.3 IN FEMA MOOEL. X1 20000. 16. 315. 372. 295. 110. 338. GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 PROF%LE SECTION M - SURVEY SECTION 13 SECTION MOO IFIED BY NDM ENGINEERS BASED ON COPPELL TOPO 06/27/87 Xl 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. aT 6 5150 9650 16100 14050 22500 16100 ET 8.1 225 575 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 0.5 19. 450. 582. 315. 415. 435. GR 484. O. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 196. 468. 250. ~60. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. ET 8.1 205 455 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.6 12.0 370. 455. 380. 360. 390. GR 480. O. 474. 60. 472. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 SECTION ADOEO BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 04JAN97 16:00:22 PAGE 6 NH 5 .080 76 .045 146 .065 295 .035 295.1 .065 NH 445 ET 8.1 32 212 SECT%ON ADDED BY NOM ENGINEERS FROt4 COPPELL TOPO 06/27/87 X1 1.0 19. 76. 146. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 283. 474.5 295. GE 479.75 295.1 479.75 385. 482. 400. 484. 445. NH 5 .08 1397 .045 1447 .065 14T3 .035 147'3.1 .065 NH 2000 ET 8.1 1260 1460 PROFILE SECTION N - SURVEY SECTION 14 Xl 22600 17 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 NC .08 .065 .045 ET 8.1 66 246 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 2.0 19. 108. 17'3. 510. 540. 570. : GR 487. O. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. GR 474. 188. 476. 225. 477.2 266. 490. 304.4 ET 8.1 1041 1391 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 X1 2~900 12 121S 1385 750 590 730 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 04JAN97 16:00:22 PAGE 7 THIS RUN EXECUTED 04JAN97 16:00:36 HEC-2 ~ATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST Z-YEAR FLO00 PLAIN SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELM[N a CWSEL CR[~S EG lO*KS VCH AREA .01K 18500.000 .00 .00 .00 447.60 5280.00 462.06 .00 462.84 39.73 7.12 78~.52 837.70 * 18514.000 14.00 .00 .00 448.68 5280.00 462.49 .00 462.96 8.18 5.49 962.54 1845.80 18515.000 1.00 470.50 469.76 448.68 5280.00 462.47 .00 462.98 11.08 5.69 928.60 1586.55 18565.000 50.00 470.50 469.84 448.49 5280.00 462.56 .00 46~.04 10.~6 5.56 949.66 1640.22 18566.000 1.00 .00 .00 448.49 5280.00 462.56 .00 463.04 6.80 5.59 983.41 2024.47 * 18600.000 34.00 .00 .00 447.40 5280.00 462.81 .00 463.13 ~20.93 4.71 1387.96 1154.01 18615.000 15.00 .00 .00 447.40 5280.00 462.85 .00 463.16 20.58 4.68 1399.11 1163.91 * 18650.000 35.00 .00 .00 447.50 5280.00 462.52 .00 463.70 49.04 8.69 614.36 754.01 19034.000 384.00 .00 .00 448.00 5250.00 464.57 .00 465.17 ~1.24 7.04 1420.27 939.3~ * 19160.000 126.00 .00 .00 449.00 5250.00 465.07 .00 465.44 14.30 5.06 1477.86 1388.10 * 19320.000 160.00 .00 .00 447.90 5250.00 464.98 .00 465.99 43.62 8.7'5 1077.11 794.89 19550.000 230.00 .00 .00 450.20 5250.00 466.18 .00 467.01 49.68 7.78 1078.64 744.83 * 19662.000 112.00 .00 .00 450.40 5250.00 466.83 .00 467.~9 20.12 6.~9 1381.74 1170.55 20000.000 3~8.00 .00 .00 451.00 5250.00 467.63 .00 468.08 25.19 6.39 1567.40 1045.98 * 20540.000 540.00 .00 .00 452.60 5250.00 468.60 .00 468.87 10.30 4.50 1765.49 1635.48 .500 435.00 .00 .00 454.00 5150.00 469.08 .00 469.21 6.44 3.30 2209.71 2029.42 * .600 390.00 .00 .00 455.00 5150.00 469.06 .00 469.97 43.20 7.67 671.85 783.56 04JAN9? 16:00:22 PAGE 8 SECNO XLCH ELTRD ELLC ELMIH Q C~SEL CRI~S EG lO*KS VCH AREA ,01K 21690.000 325.00 .00 .00 455.90 5150.00 470.42 .00 471.59 52.44 8.68 600.93 711.14 1.000 530.00 .00 .00 45?.30 5150.00 472.65 .00 47~.40 23.14 ?.02 804.22 1070.71 22600.000 380.00 .00 .00 458.60 5150.00 47-5.38 469.54 474.95 56.26 10.15 582.62 686.?0 2.000 5?0.00 .00 .00 459.60 5150.00 476.13 .00 4?6.85 20.4? 6.91 824.76 1138.15 23900.000 730.00 .00 .00 463.00 5150.00 477.99 .00 4?8.38 20.54 4.96 1038.69 1136.25 04JAN97 16:00:22 PAGE 9 2-YEAR FLO00 PLAIN SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL OIFWSP DIFWSX DIFKWS TOPWID XLCH 18500.000 5280.00 462.06 .00 .00 .00 213.97 .00 * 18514.000 5280.00 462.49 .00 .43 .00 135.09 14.00 18515.000 5280.00 462.47 .00 -.02 .00 130.03 1.00 18565.000 5280.00 462.56 .00 .08 .00 129.94 50.00 18566.000 5280.00 462.56 .00 .00 .00 134.94 1.00 * 18600.000 5280.00 462.81 .00 .26 .00 420.72 34.00 18615.000 5280.00 462.85 .00 .04 .00 422.26 15.00 * 18650.000 5280.00 462.52 .00 -.33 .00 122.85 35.00 19034.000 5250.00 464.57 .00 2.04 .00 526.37 384.00 * 19160.000 5250.00 465.07 .00 .50 .00 531.67 126.00 * 19320.000 5250.00 464.98 .00 '.09 .00 467.26 160.00 19550.000 5250.00 466.18 .00 1.20 .00 496.67 230.00 ~ 19662.000 5250.00 466.83 .00 .65 .00 538.95 112.00 20000.000 5250.00 467.63 .00 .80 ,00 481.61 338.00 * 20540.000 5250.00 468.60 .00 .97 .00 413.87 540.00 .500 5150.00 469.08 .00 .48 .00 355.82 435.00 * .600 5150.00 469.06 .00 '.02 .00 80.76 390.00 21690.000 5150.00 470.42 .00 1.36 .00 102.75 325.00 * 1.000 5150.00 472.65 .00 2.23 .00 161.12 530.00 * 22600.000 5150.00 473.38 .00 .73 .00 180.56 380.00 * 2.000 5150.00 476.13 .00 2.75 .00 135.39 570.00 23900.000 5150.00 477.99 .00 1.87 .00 166~83 730.00 04JAN97 16:00:22 PAGE 10 SUHHARY OF ERRORS AND SPECIAL NOTES ~ARN]NG SECNO= 18514.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARNING SECNO= 18600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARNiNG SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARNING SECNO= 19160.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE gARN[NG SECNO= 19320.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARN]NG SECNO= 19662.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARNING SECNO= 20540.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE gARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE VARN[NG SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTS[DE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~ARNING SECNO= 2.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * HYDROLOGXC ENGINEERING CENTER * Version 6.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * DAVIS, CALIFORNIA 95616-4687 * RUN DATE 06JAN9? TIME 16:07:26 * * (916) 756-1104 X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 04JAN97 16:07:26 PAGE 1 THIS RUN EXECUTED 04JAN97 16:07:26 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 FULLY DEVELOPED WATERSHED MODEL - PROPOSED FLO00 PLAIN CONDITIONS T2 MODEL PR2YUL29.DAT - BASED ON PROULT29.DAT T3 2-YEAR FLO00 PLAIN T4 CARTER ADOITION ADD PROPOSEO FILL AND EFFECTIVE FLO~ LIMITS T5 SECT[OH 19034, 19320, ANO 19662 ADDEO FROM SURVEY WITH PROPOSEO FILL T6 PROPOSED SWALE AT SECTIONS 1~50 - 19662. T7 FEMA MODEL SECTION 0.1 IS SECTION 19160 IN THIS MODEL WITH PROP. FILL T8 FEMA MODEL SECTION 0.2 IS SECTION 19550 IN THIS MODEL WITH PROP. FILL T9 BEGIN WITH W.S.E. AT SECTION 18500 COI4PUTED IN MODEL GREXULT.OUT J1 [CHECK INQ HINV ]DIR STRT METRIC HVINS Q WSEL FQ O. 2 462.06 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHN%M ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10. -10. NC .07 .07 .05 .1 .3 QT 6 5280 9900 16250 14200 22550 16250 ET 8.1 4800 5150 PROFILE SECTION K - SURVEY SECTION 11 ENO LAND DEVELOPEMENT FILL ON LEFT OVERBANK Xl 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 662.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 498~ 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GE 46,8.5 5250 4T2.8 5280 47'2.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 04JAN97 16:07:26 PAGE NC .028 .3 .5 ET 8.11 1390 1795.0 Xl 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GE 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GE 449.1 1596.95 449.04 1610.80 - 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 47'3.65 1680.7 47'3.8 1698 473.8 1757 GR 47'3.5 1807 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1400 1790.0 PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT BRIDGE -- DATA UPDATE ON OCT. 1987 MOORE ROAD - DOWNSTREAM SIDE Xl 18515 38 1513 1680.7 1 1 1 aT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 473.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 47'3.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GE 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.Z 1457 472.5 1501 472.34 1513 467.09 1513 GE 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 ~ 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1410 1780.0 MOORE ROAD - UPSTREAM SIOE Xl 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467,$ 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469,84 1679.65 473.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 47'3.6 0 1907 47"3.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1585.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 'X 04JAN97 16:07:26 PAGE 3 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1470 1720 X1 18566 33 1540.15 1651.3 1 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 aR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 47'2.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 47'5.5 1807 473.6 1857 476.6 1898 NC .05 ET 5.1 1155. 1530. 8.1 1290 1530 ADO EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM Xl 18600 19 1350 1500 34 34 34 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GE 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1140. 1542. 8.1 1275 1542 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM Xl 18615 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 5.1 1575. 2000. 8.1 1690 1980 ADD EFFECTIVE FLOW LIMITS DUE TO BRIDGE DOWNSTREAM ADD PROPOSED FILL TO LEFT OVERBANK ADD PROPOSED SWALE TO RIGHT OVERBANK Xl 18650 31 1805 1868 35 35 35 .7 GR 482.6 1100 478.3 1200 469.2 1300 469.3 1440 469.3 1535 GR 462.8 1561 462.3 1600 461.6 1700 462.4 1805 447.5 1830 GR 446.8 1841 448.1 1853 462.0 1868 462.3 1900 462.5 1930 GR 461.0 1940 462.8 1950 463.1 2000 467.3 2100 472.3 2133 GR 473.2 2134 472.7 2140 470.7 2157 475.6 2185 476.4 2200 GR 477.0 2250 478.2 2263 478.6 2284 477.7 2300 476.2 2321 GR 478.3 2349 QT 6 5250 9850 16500 1~00 23000 16500 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 305. 661. USE 10 FT. BOTTC~ WIDTH SWALE , 1.8 FT. DEEP 04JAN97 16:07:26 PAGE 4 SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK - 10 FT. BOTTOM WIDTH Xl 19034. 25. 509. 562. 240. 140. 384. GE 470.65 100. 470.3 103. 470.3 152. 463.8 178. 462.2 199. GR 461.9 256. 462.8 435. 463.8 509. 462.0 515. 457.0 517. GR 453.8 524. 449.4 527. 448. 540. 448.2 546. 451.5 547. GE 454.1 553. 461.9 562. 462.9 600. 461.5 606. 461.5 616. GR 463.5 626. 463.6 668. 464.3 691. 470.3 705. 472. 711. ET 8.1 335 650 USE 18 FT. BOTTOM WIDTH SWALE ~ 4.5FT. DEEP BEGIN SWALE AT STA 565. SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.1 IN FEMA MODEL. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK - 18 FT. B.W.~ 4.5 FT. DEEP Xl 19160. 23. 465. 560. 90. 135. 126. GR 478. O. 476. 10. 474. 25. 472. 35. 470.3 60. GR 470.3 139. 464. 164.2 464. 465. 460. 480. 450. 500. GR 449. 510. 449. 520. 450. 530. 460. 550. 462. 560. GR 462.3 565. 458.5 574.5 458.5 592.5 463.5 608. 464. 625. GE 466. 655. 470. 695. 471. 715. ET 8.1 313. 643. USE 20 FT. BOTTOM WIDTH SWALE~ 3 FT. DEEP , BEGIN SWALE AT STA 675. SURVEYED SECTION ADDED TO BASE MODEL BY JP ENGRS. PROPOSED FILL IN LEFT OVERBANK PROPOSED SWALE IN RIGHT OVERBANK - 20 FT. B.W.~ 3 FT. DEEP Xl 19320. 25. 502. 540. 110. 200. 160. GR 472. 100. 470.9 106. 470.9 180. 465.2 202.8 463.9 260. GR 463.0 336. 463.8 412. 463.9 442. 462.7 502. 453.1 506. GR 450.3 512. 447.9 521. 449.3 534. 453.0 535. 463.2 540. GR 463.7 564. 463.2 592. 464.5 667, 464.8 675.0 463.0 685. GR 463.0 705. 466.5 715. 468.1 758. 471.3 785. 472. 808. ET 8.1 172.5 530 SECTION ADOEO BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 THIS SECTION NAMEO 0.2 IN FEMA MODEL. PROPOSEO FILL IN LEFT OVERBAN[ PROPOSEO SWALE IN RIGHT OVERBANK. 10 FT. BOTTOM WIDTH. 2.4 FT. OEEP Xl 19550. 24. 310. 385. 180. 65. 230. GR 478. O. 476. 35. 474, 50. 472. 80. 472. 140. GE 467.8 156.8 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 465.6 655. GR 463.3 665. 463.3 675. 465.8 685. 466. 725. 468. 760. GR 470. 780. 472. 785. 474. 802. 475. 810. 04JAN97 16:07:26 PAGE 5 ET 8.1 312. 730. SURVEYED SECTION ADDED TO BASE MOOEL BY JP ENGRS. PROPOSED FILL IN LEFT OVERBANK PROPOSEO SWALE IN RIGHT OVERBANK. V SHAPE 1.2 FT. DEEP LAST SECTION WITH PROPOSED FILL Xl 19662. 26. 391. 450. 115. 170. 112. GR 47'7.4 100. 472.0 180. 472.0 217. 469.8 225.8 467.5 289. GR 466.9 333. 464.0 391. 458.0 395. 450.8 407. 450.4 410. GR 452.1 434. 465.3 450. 465.9 468. 465.4 539. 465.6 595. GR 465.3 659. 464.9 723. 465.6 814. 465.6 825. 464.4 835. GR 465.7 845. 467.3 886. 467.8 900. 470. 914. 472.0 920. GR 474.0 929. ET 8.1 158.5 528.5 SECTION ADDED BY NDM ENGINEERS FROH COPPELL TOPO 10/23/87 THIS SECTION NAMED 0.3 IN FEMA MOOEL. Xl 20000. 16. 315. 372. 295. 110. 338. GR 476. O. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 PROFILE SECTION M - SURVEY SECTION 13 SECTION MOOIFIED BY NDM ENGINEERS BASED ON COPPELL TOPO 06/27/87 Xl 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 670. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 5150 9650 16100 14050 22500 16100 ET 8.1 225 575 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 0.5 19. 450. 582. 315. 415. 435. GR 484. O. 482. 25. 480. 55, 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 196. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. 04JAN97 16:07:26 PAGE 6 ET 8.1 205 455 SECTION ADDED BY NDH ENGINEERS FROM COPPELL TOPO 10/23/87 Xl 0.6 12.0 370. 455. 380. 360. 390. GR 480. O. 474. 60. 47'2. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 SECTION ADDED BY AEI ENGINEERS FROM ¢OPPELL TOPO 03/03/87 Xl 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 NH 5 .080 76 .045 146 .065 295 .035 295.1 .065 NH 445 ET 8.1 32 212 SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 06/27/87 Xl 1.0 19. 76. 146. 510. 500. 530. GR 480. O. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 283. 474.5 295. GR 479.75 295.1 479.75 385. 482. 400. 484. 445. = NH 5 .08 1397 .045 1447 .065 1473 .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 PROFILE SECTION N - SURVEY SECTION 14 Xl 22600 17 1397 1447 370 350 380 GR 487.? 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 NC .08 .065 .045 ET 8.1 66 246 SECTION ADOED BY NON ENG%NEERS FROM COPPELL TOPO 06/27/87 Xl 2.0 19. 108. 173. 510. 540. 570. a 487. O. 486. 18. 484. 33. 482.' 50. 480. 66. GE 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. GR 474. 188. 476. 225. 477.2 266. 490. 304.4 04JAN97 16:07:26 PAGE 7 ET 8.1 1041 1391 SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO 03/03/87 Xl 23900 12 1215 1385 750 590 730 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 04JAN97 16:07:26 PAGE 8 THIS RUN EXECUTED 04JAN97 16:07:39 HEC-2 WATER SURFACE PROFILES Version 4.6.2; Hay 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST 2-YEAR FLO00 PLAIN SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 18500.000 .00 .00 .00 447.60 5280.00 462.06 .00 462.84 39.73 7.12 782.52 837.70 * 18514.000 14.00 .00 .00 448.68 5280.00 462.49 .00 462.96 8.18 5.49 962.54 1845.80 18515.000 1.00 470.50 469.76 448.68 5280.00 462.47 .00 462.98 11.08 5.69 928.60 1586.55 18565.000 50.00 470.50 469.84 448.49 5280.00 462.56 .00 463.04 10.36 5.56 949.66 1640.22 18566.000 1.00 .00 .00 448.49 5280.00 462.56 .00 463.04 6.80 5.59 983.41 2024.47 * 18600.000 34.00 .00 .00 447.40 5280.00 462.81 .00 463.13 =20.93 4.71 1387.96 1154.01 18615.000 15.00 .00 .00 447.40 5280.00 462.85 .00 463.16 20.58 4.68 1399.11 1163.91 * 18650.000 35.00 .00 .00 447.50 5280.00 462.53 .00 463.69 48.96 8.68 618.62 754.60 19034.000 384.00 .00 .00 448.00 5250.00 464.56 .00 465.14 30.44 6.95 1441.56 951.54 * 19160.000 126.00 .00 .00 449.00 5250.00 465.08 .00 465.40 12.73 4.78 1562.14 1471.29 * 19320.000 160.00 .00 .00 447.90 5250.00 464.95 .00 465.94 42.90 8.65 1118.95 801.54 19550.000 230.00 .00 .00 450.20 5250.00 466.13 .00 466.93 48.69 7.67 1099.90 752.39 * 19662.000 112.00 .00 .00 450.40 5250.00 466.72 .00 467.31 21.00 6.50 1341.45 1145.71 20000.000 338.00 .00 .00 451.00 5250.00 467.55 .00 468.03 26.31 6.50 1532.49 1023.62 * 20540.000 540.00 .00 .00 452.60 5250.00 468.56 .00 468.84 10.46 4.52 1752.04 1623.40 .500 435.00 .00 .00 454.00 5150.00 469.05 .00 469.19 6.51 3.31 2200.05 2018.71 * .600 390.00 .00 .00 455.00 5150.00 469.03 .00 469.95 43.55 7.69 669.84 780.40 04JAN97 16:07:26 PAGE 9 SEC#O XLCH ELTRD ELLC ELMIN Q CNSEL CRIWS EG lO*KS VCH AREA .01K 21690.000 325.00 .00 .00 455.90 5150.00 470.41 .00 471.58 52.71 8.69 599.56 709.37 * 1.000 530.00 .00 .00 457.30 5150.00 472.65 .00 473.40 23.18 7.03 803.41 1069.71 * 22600.000 380.00 .00 .00 458.60 5150.00 473.38 469.54 474.95 56.31 10.15 582.03 686.29 * 2.000 570.00 .00 .00 459.60 5150.00 476.13 .00 476.85 20.48 6.92 824.68 1138.03 23900.000 730.00 .00 .00 463.00 5150.00 477.99 .00 478.38 20.55 4.96 1038.64, 1136.18 04JAN97 16:07:26 PAGE 10 2-YEAR FLO00 PLAIN SUHHARY PRINTOUT TABLE 150 SECNO O CWSEL DIFNSP DIFNSX DIFKNS TOP, ID XLCH 18500.000 5280.00 462.06 .00 .00 .00 213.97 .00 * 18514.000 5280.00 462.49 .00 .43 .00 135.09 14.00 18515.000 5280.00 462.47 .00 -.02 .00 130.03 1.00 18565.000 5280.00 462.56 .00 .08 .00 129.94 50.00 18566.000 5280.00 462.56 .00 .00 .00 134.94 1.00 * 18600.000 5280.00 462.81 .00 .26 .00 420.72 34.00 18615.000 5280,00 462.85 .00 .04 .00 422.26 15.00 * 18650.000 5280.00 462.53 .00 '.32 .00 133.18 35.00 19034.000 5250.00 464.56 .00 2.04 .00 516.64 38~.00 * 19160.000 5250.00 465.08 .00 .52 .00 481.33 126.00 * 19320.000 5250.00 464.95 .00 '.13 .00 496.97 160.00 19550.000 5250.00 466.13 .00 1.18 .00 493.39 230.00 * 19662.000 5250.00 466.72 .00 ·.59 .00 535.05 112.00 20000.000 5250.00 467.55 .00 .83 .00 476.05 338.00 * 20540.000 5250.00 468.56 .00 1.01 .00 413.27 540.00 .500 5150.00 469.05 .00 .49 .00 354.93 435.00 * .600 5150.00 469.03 .00 -.02 .00 80.64 390.00 21690.000 5150.00 470.41 .00 1.38 .00 101.55 325.00 * 1.000 5150.00 472.65 .00 2.24 .00 160.74 530.00 * 22600.000 5150.00 473.38 .00 .73 .00 180.45 380.00 * 2.000 5150.00 476.13 .00 2.75 .00 135.36 570.00 23900.000 5150.00 477.99 .00 1.87 .00 166.83 730.00 04JAN97 16:07:26 PAGE 11 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 18514.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19160.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19320.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19662.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 20540.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFZLE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTS]DE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 1 CONVEYANCE CHANGE OUTS]OR ACCEPTABLE RANGE WARNING SECNO= 2.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE