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FS9905-SY 990513
FLOOD STUDY IN SUPPORT OF u CONDITIONAL LETTER OF MAP REVISION FOR RIVER CHASE ELEMENTARY SCHOOL CITY OF COPPELL, TEXAS I 4 MORRISON HYDROLOGY ENGINEERING, INC. 21 0 ARNOLD � �RUNGTTON, TMUS MID (217) 4e1-0321 (W) 274 1338 Summary r I I � r Morison Hydrology Engineering, Inc Page -1 Table of Contents Introduction r City of Coppell Requirements .. General Hydrologic and Hydraulic Information Storage Requirements Results FEMA Information �. General FEMA Effective Information Results FEMA Forms Summary r I I � r Morrison Hydrology Engineering, Inc. Page -2 Tables 1. Comparison between flood elevations for the sources investigated 2. Comparison between storage values for the existing and proposed conditions Exhibits, Plates and Maps Appendix 1: Plate 4 -1 City-Wide Storm Water Management Plan Appendix 2: Figure 1 Halff CLOMR Location Map Figure 6 Halff CLOMR Water Surface Profiles Figure 7A Halff CLOMR Revised Floodplam and Floodway Figure 7B Halff CLOMR Revised Floodplain and Floodway Figure 7C Halff CLOMR Revised Floodplain and Floodway �- Figure 8 Halff CLOMR Proposal Sandy Lake Road Bridge Section Appendix 3: Site Location Map Appendix 4: Upper Trinity River Corps Model Delineations Appendix 6: Floodptain Fill Project Storage Compensation Location Floodplain Fill Project Existing Topography with Ultimate Discharge Floodplam Fill Project Existing Topography with FEMA Discharge " Floodplain Fill Project Proposed Condition with FEMA Discharge (1" =600') Floodplain Fill Project Proposed Condition with FEMA Discharge (1" =300') Floodplain Fill Project Proposed Condition with FEMA Discharge (1" =300') Appendices 1. Information from City-Wide Storm Water Management Study .- 2. Information from Request for Conditional Letter ofMap Revision on the Elm Fork of the Trinity River Sandy Lake Road Bridge Hydraulic Study, Halff Associates Inc., Dallas, Texas June 1994. 3. Information from Moodplain Hydraulics Study Elm Fork Trinity River for Conditional Letter of r' Map Revision Request 18.9 Acre Sandy Lake Road Property, Nathan D. Maier Inc., Dallas, Texas July 1996. A. Duplication Floodway Model .. B. Duplication floodplain Model 4. Information from the Corps of Engineers HEC -RAS model currently under review by FEMA S. Existing Conditions (same as duplication model) A Existing Condition Floodway B. Existing Condition Multiple Profile Model C. Existing Condition Cross Sections D. Existing Condition Water Surface Profiles 7 E. Existing Condition Floodplain Delineation 6. Proposed Conditions (same as duplication model) A. Proposed Condition Floodway �- B. Proposed Condition Multiple Profile Model l C. Proposed Condition Cross Sections D. Proposed Condition Water Surface Profiles E. Existing Condition Floodplain Delineation .. 7. FEMA Forms in Support of a Conditional Letter of Map Revision. 8. Storage Volume Calculations ^ Morrison Hydrology Engineering, Ina Page —3 Introduction The purpose of this report is to submit information in support of approvals relating to the City of .� Coppell Floodplain Management Ordinance No.94639 and the Federal Emergency Management Agency (FEMA) National Flood Insurance Program. The project area is east of McArthur Blvd and consists of fill in the floodplain with compensating excavation that results in no increase in 100 -year flood levels, no decrease in 100 -year flood storage, and less than 5% decrease in Standard Project Flood storage. The project area consists of an approximately 10 -acre tract. This tract contains some floodplain from the Elm Fork of the Trinity ^ River. A general location map is shown below: a ^ i r r- r F fs� SANDY LAKE RD R 9} STARLEAF SITE BELTLINE c z c m I.H. 635 (LBJ FREEWAY) LOCAflON MAP MAPSCO PAGE 10 —W Morrison Hydrology Engineering, Inc. Page —4 r" City of Coppell Requirements General The City of Coppell through a Floodplain Management Ordinance (No. 94639) has specific requirements relating to this project. The lowest floor of all school construction must be elevated a minimum of two feet above the Flood Insurance Study (FIS) base flood elevation or one foot above the design base flood elevation, whichever is higher. This report has shown that it is proposed to fill the area according to the grading shown on the Proposed Storage Computation drawing included in appendix 8. Hydrologic and Hydraulic Information A copy of the City Wide Storm Water Management Study for the City of Coppell dated January 1991 was obtained (appendix 1). This document provided the design flood elevations used in this study. Table 1 is a comparison between all the flood elevations from sources investigated in this study. The tract is affected by the flood elevations from the Elm Fork of the Trinity River. However, this elevation is blocked from the actual flow of the river. The area is in an ineffective flow regime and thus has no impact on flood elevations as long as storage levels are not reduced. This means that filling the tracts has no impact on the flood elevations. Storage Requirements City requirements stipulate that the valley storage reduction shall not exceed 0% for the 100 -year design flood and 5% for the standard project flood In order to determine storage volumes a HEC2 model was completed for the existing and proposed condition. The only purpose of this model is to determine storage volumes at the 100 -year Design flood and the standard project flood This model was not developed as a backwater model, so the roughness values, discharge values and other such information is meaningless and should be ignored The elevations used were set by an X5 method so that the volume comparisons could be made. I Results The proposed project meets or exceeds all the Floodplain Management Ordinance requirements. The proposed project does not increase flood levels, and storage values are maintained according to ordinance requirements. ^ ^ Morrison Hydrology Engineering, Ina Page -S FEMA Information General There are several sources available to determine the FEMA flood elevations for the site. They are as follows: 1. Request far Conditional Letter ofMap Revision on the Elm Fork of the Trinity River Sandy Lake Road Bridge Hydraulic Study, Halff Associates Inc., Dallas, Texas June 1994. 2. Floodplain Hydraulics Study Elm Fork Trinity River for Conditional Letter ofMap Revision Request 18.9 Acre Sandy Lake Road Property, Nathan D. Maier Inc., Dallas, Texas July 1996. 3. Corps of Engineers HEC -RAS model currently under review by FEMA- FEMA Effective Information ^ In order to decide which model to use as the effective condition contact was made with FEMA's technical consultant Michael Baker Jr. Engineers. They agree that the most accurate model would be the Corps HEC -RAS model currently under review. However, this model has not been officially approved and can not be considered the effective model at this time. The next most current model available is the Floodplain Hydraulics Study Elm Fork Trinity River for Conditional Letter ofMap Revision Request 18.9 Acre Sandy Lake Road Property, Nathan D. Maier Inc., Dallas, Texas July .- 1996. This model was provided from the City of Coppell. This report used the existing condition from this model as the effective FIS model. Hydraulic Information The project area is modeled by all the studies investigated in the same way. It is blocked from flow from the Elm Fork of the Trinity by high ground. This means that it is in an ineffective flow area, and filling of the site has no impact on the floodplain elevations. Results The site can be filled without alteration of the flood elevations or any other impact except flood storage, and this has been addressed by offsetting storage compensation. FEMA Forms All required FEMA forms to support a Conditional Letter of Map Revision based on fill are included in appendix 7. The project consists of fill in the floodplain with compensating excavation that results in no increase in flood levels and no decrease in 100 -year flood storage. Results The project site is in an area that receives floodwaters from the Elm Fork of the Trinity River, but is isolated from the actual flow of the river. Because of this the area can be filled without impact to the flood elevations of the river. This report has identified storage mitigation so that there is no net �- decrease in flood storage. r- i Morrison Hydrology Engineering, Inc. Page -6 Summary This report provides information in support of the following approvals: Federal Emergency Management Agency Conditional Letter of Map Revision based on fill City Floodplain Management Ordinance approvals P. r I - l - 1 1 1 1 1 1 1 TABLE 1 1 1 1 } 1 1 1 7 1 1 COMPARISON BETWEEN THE FLOOD ELEVATIONS FOR SOURCES INVESTIGATED STORMWA"ER" 1 100 YR SPF FEMA *2 100 YR 500 YR COE *3 100 Y MANAGEMENT FIS HEC -RAS SEC. NO. SEC. NO. 92090 444.74 450.05 92090 443.9 446.2 91530 442.91 92300 444.82 450.09 92300 443.97 446.24 92351 442.98 93620 445.6 460.491 93620 444.68 446.69 93141 443.19 9367 4 45.7 450.511 93 670 444.82 446.75 93190 443.25 *1. BASED ON CITY WIDE STORM WATER MANAGEMENT STUDY COMPLETED FOR THE CITY OF COPPELL BY ALBERT HALFF AND ASSOCIATES OF DALLAS DATED JANUARY 1991. *2. BASED ON THE EXISTING CONDITIONS FROM A STUDY COMPLETED IN JULY OF 1996 BY NATHAN D. MAIER INC. ENTITLED "FLOODPLAIN HYDRAULICS STUDY ELM FORK TRINITY RIVER FOR CONDITIONAL LETTER OF MAP REVISION REQUEST 18.9 ACRE SANDY LAKE ROAD PROPERTY. *3. BASED ON THE CORPS OF ENGINEERS HEC -RAS MODEL CURRENTLY BEING REVIEWED BY FEMA. THIS MODEL WAS PROVIDED BY FEMNS TECHNICAL CONSULTANT MICHAEL BAKER ENGINEERS OF ALEXANDRIA, VIRGINIA. TABLE 2 48 Acre Tract Storage 100 yr 12.13 AF SPF 34.82 AF 10 Acre Tract 100 yr -4.25 AF Storage Table -9.04 AF 100 yr ^ SPF 48 Acre Tract Existing Proposed Section 100 yr Vol, AF Vol, AF SPF 1 445.6 0 0 1 450.49 0 0 2 445.45 4.52 5.54 ^ 2 450.4 32.6 34.69 3 445.4 7.96 11.89 r , 3 450.35 58.02 69.03 ^ 4 445.25 12.44 18.44 4 450.3 83.73 102.21 .. 5 445.21 16.7 23.77 5 450.25 104.26 127.44 7 6 445.1 20.34 28.22 6 450.2 120.77 147.16 7 444.9 27.19 36.86 7 450.1 151.41 182.74 8 444.82 34.42 46.55 8 450.09 181.89 216.71 ^ 10 Acre Tract Existing Proposed Section 100 yr Vol, AF Vol, AF SPF 1 445.25 0 0 1 450.3 0 0 ^ 2 445.21 0.92 0 2 450.25 6.76 5.08 3 445.1 2.52 0 3 450.2 25.22 19.78 4 445 4.25 0 4 450.1 39.32 30.28 Total Storage 48 Acre Tract Storage 100 yr 12.13 AF SPF 34.82 AF 10 Acre Tract 100 yr -4.25 AF SPF -9.04 AF 100 yr 7.88 AF SPF 25.78 AF fs Ion- TABLE E -10 ELM FORK OF THE TRINITY RIVER SUMMARY OF HYDRAULIC DATA E -24 Approx. Cumulative Cumulative Flooded Q CWSEL Velocity Storage Area Section WS-1 (it) f >s Acre -Ft (Acres 77490.000 14200.00 432.99 1.36 .00 .00 77490.000 49800.00 438.77 1.97 .00 .00 77490.000 93100.00 444.49 1.97 .00 .00 80970.000 14200.00 433.34 1.71 443.64 62.34 80970.000 49800.00 439.20 2.30 1222.84 149.94 80970.000 93100.00 444.78 2.17 2073.59 83400.000 11900.00 433.64 .92 859.22 105.98 83400.000 49500.00 439.59 1.52 2624.81 346.00 83400.000 91500.00 445.05 1.56 4562.15 349.21 84750.000 11900.00 433.73 .87 1132.72 136.99 84750.000 49500.00 439.77 1.52 3461.51 471.31 84750.000 91500.00 445.18 1.62 6082.88 475.41 85000.000 11900.00 433.73 1.44 1178.39 142.77 85000.000 49500.00 439.81 2.21 3603.83 495.83 85000.000 91500.00 445.22 2.04 6358.32 500.07 A 86560.000 11900.00 433.89 1.00 1426.88 176.70 . 86560.000 49500.00 440.03 1.67 4252.10 588.89 86560.000 91500.00 445.36 1.89 7507.87 593.53 87530.000 12600.00 433.87 4.25 1599.07 201.81 87530.000 55000.00 440.09 5.87 4707.17 648.19 87530.000 100000.00 445.43 5.03 8295.97 666.19 87800.000 12600.00 434.08 3.65 1622.07 205.00 87800.000 55000.00 440.18 7.39 4776.69 658.41 87800.000 100000.00 445.42 7.03 8423.26 679.08 87869.000 12600.00 434.13 3.74 1628.08 205.76 87869.000 55000.00 440.28 8.37 479215 660.41 87869.000 100000.00 445.44 9.17 8450.61 681.79 87870.000 12600.00 434.13 3.82 1628.17 205.77 87870.000 55000.00 440.28 8.37 4792.35 660.43 87870.000 100000.00 445.38 10.57 8450.92 681.83 87960.000 12600.00 434.26 3.77 1635.79 206.82 87960.000 55000.00 440.87 7.88 4810.18 662.23 87960.000 100000.00 446.74 10.37 8476.70 685.44 E -24 I E -25 - TABLE E -10 ELM FORK OF THE TRINITY RIVER SUMMARY OF HYDRAULIC DATA (continued) Approx. Cumulative Cumulative Flooded Q CWSEL Velocity Storage Area Section cfs M URS1 Acre -Ft Acres .- 87961.000 12600.00 434.27 3.69 1635.87 206.84 87961.000 55000.00 440.88 7.88 4810.38 662.25 87961.000 100000.00 447.80 7.16 8477.07 685.48 - 88000.000 12600.00 434.28 4.15 1639.15 207.33 88000.000 55000.00 441.00 8.16 4818.53 663.35 88000.000 100000.00 447.96 6.98 8494.59 687.01 88030.000 12600.00 434.36 3.91 1641.66 207.70 88030.000 55000.00 441.13 8.14 4824.97 664.44 88030.000 100000.00 448.00 7.77 8508.06 688.14 88050.000 12600.00 434.38 3.90 1643.41 207.93 88050.000 55000.00 441.21 8.07 4829.42 665.16 88050.000 100000.00 448.11 7.77 8516.73 688.91 88150.000 12600.00 434.49 3.65 1652.41 209.08 88150.000 55000.00 441.80 6.77 4857.65 669.99 88150.000 100000.00 448.71 5.98 8576.31 693.87 89050.000 12600.00 435.38 3.04 1751.75 227.74 89050.000 55000.00 443.07 2.64 5371.39 748.15 89050.000 100000.00 449.34 2.05 9595.72 772.42 90000.000 12600.00 436.46 4.03 1839.72 242.35 90000.000 55000.00 443.49 5.20 5864.53 827.86 90000.000 100000.00 449.50 3.72 10623.72 862.91 90880.000 12600.00 437.57 2.52 1920.96 256.87 90880.000 55000.00 444.28 2.77 6218.53 882.26 90880.000 100000.00 449.81 2.43 11322.50 925.93 C 92090.000 12600.00 438.30 221 2084.57 297.25 92090.000 55000.00 444.74 2.32 7059.39 1013.23 .- 92090.000 100000.00 450.05 1.98 12893.84 1062.94 92300.000 12600.00 438.40 2.39 2115.70 311.10 92300.000 55000.00 444.82 2.13 7254.74 1043.79 92300.000 100000.00 450.09 1.92 13255.35 1094.67 93620.000 12600.00 439.34 4.37 2286.94 438.34 r , 93620.000 55000.00 445.60 4.71 9087.16 1397.46 93620.000 100000.00 450.49 3.23 16942.45 1468.77 E -25 n Note: Information shown on Table E -10 is for the 2 -year, 100 -year and the Standard Project Flood (SPF), respectively, for a fully developed watershed. E -26 TABLE E -10 ELM FORK OF THE TRINITY RIVER SUMMARY OF HYDRAULIC DATA (continued) Approm Cumulative Cumulative Flooded Q CWSEL Velocity Storage Area Section WS) jffi Le1 Acre -Ft (Acres) 93670.000 12600.00 439.60 8.69 2289.79 439.35 93670.000 55000.00 445.70 3.59 9118.96 1405.65 93670.000 100000.00 450.51 2.59 17015.79 1477.57 F1 93730.000 12600.00 440.84 3.91 2293.26 440.38 93730.000 55000.00 445.78 3.90 9150.32 1414.91 93730.000 100000.00 450.54 1.72 17098.47 1489.18 93760.000 12600.00 440.89 3.88 2295.61 440.70 93760.000 55000.00 445.89 3.72 9163.19 1419.36 93760.000 100000.00 450.55 1.72 17137.78 1495.51 93810.000 12600.00 441.06 3.17 2301.27 44170 93810.000 55000.00 446.02 3.60 9194.24 1428.26 93810.000 100000.00 450.59 2.59 17215.40 1506.49 97570.000 12600.00 442.22 1.98 2902.43 689.13 97570.000 55000.00 446.78 2.29 11374.26 1856.46 r 97570.000 100000.00 450.94 2.10 21324.55 1963.25 98450.000 12600.00 442.46 3.05 3126.93 800.78 in 98450.000 55000.00 446.97 2.75 12277.23 2026.89 98450.000 100000.00 451.05 2.33 22936.60 2136.51 D 99280.000 12600.00 442.91 2.78 3303.98 89227 99280.000 55000.00 447.23 2.80 13090.46 2189.53 99280.000 100000.00 451.19 248 24411.00 2301.58 in 100040.000 12600.00 443.31 2.39 3497.98 989.51 100040.000 55000.00 447.52 2.67 13881.77 2345.25 Im Im 100040.000 100000.00 451.35 2.46 25812.47 2458.61 Note: Information shown on Table E -10 is for the 2 -year, 100 -year and the Standard Project Flood (SPF), respectively, for a fully developed watershed. E -26 :491133139 FLOOD PLAIN RECLAMATION BY LEVEE OR FILL + + LL= I s 100 -YEAR FLOOD ; •1 PLAIN LIMITS ' 445 100 -YEAR FLOOD R w am ELEVATION 1 1 0 �fffff f DENOTES 100 -YEAR DESIGN FLOOD �^ J r INUNDATION LINE WITH FULLY DEVELOPED a WATERSHED AND EXISTING CHANNEL, a ' FLOOD PLAIN AND BRIDGE CONDITIONS. a + ^L +! 9 oil r 7 -- �wa 1 w I En C re FILL I a DESIGN FLOOD 1 I. i CHASE + + LL= I s !!O!!!!!ll!!!!I s lama R w am �fffff CHASE SOURCE: U.S. ARMY CORP OF ENGINEERS EASE MAP FROM Fu TPICS UFwTCO FORT WORTH DISTRICT ELM FORK USGS QUADRANGLE M,TH FEBIIYAAY 1990. UPPER TRINITY PRELIM. RECON. STUDY lEWISVILLE EAST, TEXAS. AUTAL FHOTOOnAPHY 0 500 1000 1500 SCALE IN FEET I AG s s lama R w am ^L oil r 7 -- i Y 1 e � 1 _ SOURCE: U.S. ARMY CORP OF ENGINEERS EASE MAP FROM Fu TPICS UFwTCO FORT WORTH DISTRICT ELM FORK USGS QUADRANGLE M,TH FEBIIYAAY 1990. UPPER TRINITY PRELIM. RECON. STUDY lEWISVILLE EAST, TEXAS. AUTAL FHOTOOnAPHY 0 500 1000 1500 SCALE IN FEET I AG s s R w am 7 -- i Y I — i I I A V a 0 1 1 ^l S H L Z D_ U-I 02 /^ LU V/ LLI Z 2 � Q J cr LLI U 1130 ALBERT H. HALFF ASSOCIATES, IN C. Ins EHS9JEEB3 SCIENTISTS PLAMEM PLATE 4 -1 ELM FORK OF THE TRINITY RIVER 11:10 JULY 1990 STr 3 C ) 1 Request For Conditional Letter of Map Revision On The Elm Fork of the Trinity River - Sandy Lake Road Bridge Hydraulic Study In the Cities of Carrollton, Coppell and Dallas, Texas r Prepared for: Dallas County, Texas By: Halff Associates, Inc. 8616 Northwest Plaza Drive Dallas, Texas 75225 This document is for permitting purposes only and is not intended for Bidding or Construction. I JUUU 1779 I Federal Emergency Management Agency 1725 I. Street N. Washington, DC 20472 DRAFT June, 1994 Attn: Mr. Alan Johnson Re: Request for Conditional Letter of Map Revision on the Elm Fork of the Trinity River in the Cities of Carrollton, Coppell and Dallas, Texas Sandy Lake Road Bridge Hydraulic Study Dear Mr. Johnson: Enclosed you will find a technical report on proposed improvements to Sandy Lake Road on the Elm Fork - Trinity River. This report, prepared by Halff Associates, Inc. for Dallas County Public Works Department, contains the technical data required for issuance of a Conditional Letter of Map Revision. An analysis of fully developed watershed conditions is also included as required by the City of Coppell's Flood Plain Ordinance No. 87390, City of Carrollton's Flood Plain Ordinance No. 1964, and City of Dallas Flood Plain Ordinance No. 19686. Hard copies of the required HEC -2 hydraulic models, a diskette containing input data files, and flood plain and floodway mapping can be found in Appendices A through J. Application/Certification Forms are included in Section 11. The base hydraulic models utilized for this study are as approved by FEMA for the City of Carrollton preliminary FIS update maps published May 27, 1993. The preliminary FIS model was obtained through the FEMA Project Library and verified through Dewberry and Davis Consulting Engineers for this FIS update. This flood control project is sponsored by Dallas .. County and the Cities of Dallas, Carrollton, and Coppell for the public benefit, therefore no review fee is included as specified in Section 72.5 of the FEMA regulations. If you have any technical questions on this report, please contact Dallas County's technical consultant, Ms. Jean Hansen, Halff Associates, Inc. (214- 739 - 0094). Administrative questions should be directed to Mr. Ben Cernosek, P.E. at the City of Dallas (214- 948 - 4688). Thank you for your consideration of this request. Yours very truly, CITY OF DALLAS Mrs. Jill Jordan, P.E Interim Director of Public Works Enclosure cc: Mr. Jack Quarles, FEMA Region VI Ms. Jean Hansen, Halff Associates, Inc. Mr. Bill Jessup, Dallas County Public Works ^ SANDY LAKE ROAD HYDRAULIC STUDY TABLE OF CONTENTS r Page # I. Introduction I -I r . U. Application/Certification Forms with Attachments Form 1 - Revision Requestor and Community Official Form II-1 Attachment lA - Proposed Encroachments II -6 Form 2 - Certification by Registered Professional Engineer II -7 Form 4 - Riverine Hydraulic Analysis Form II -8 Attachment 4A - Summary of Hydraulic Models II -13 Attachment 4B - Analysis of 'n' values II -18 Photographs II -20 .- Form 5 - Riverine/Coastal Mapping Form II -28 Attachment 5A - Revised flood plain and Foodway boundaries 1I -31 Form 6 - Channelization Form II -32 Form 7 - Bridge /Culvert Form II -35 APPENDICES Appendix A. Figures Appendix B, Revision Request Acknowledgements City of Carrollton City of Coppell Appendix C. Geotechnical Report Appendix D. FIS Exist. Conditions (multi - profile) Hec -2 Model (Replication - SHELREV2) Appendix E. FIS Exist. Conditions Floodway Hec -2 Model (Replication - SHFDWY -2) Appendix F. Corrected Exist. Conditions (multi - profile) Hec -2 Model (REVBASE) Appendix G. Corrected Exist. Conditions Floodway Hec -2 Model (RVEXFDW2) ^ Appendix H. Proposed Conditions (multi- profile) Hec -2 Model (SHELPRO) Appendix I. Proposed Conditions Floodway Hec -2 Model (PROPFDWY) Appendix J. HEC -2 Input Data Files LIST OF TABLES Table 4A -1 High Water Data - 1989 & 1990 Floods U -14 Table 4A -2 Comparison of Recorded vs. Computed Water Surface Elevations II -15 Table 4A -3 Flow Distribution - 100 -year Flood U -16 Table 4A -4 Manning's 'n' Value Comparison 11-I8 Table 4A -5 FEMA Form 4 - Water Surface Elevation (WSEL) Check II -22 Table 4A -6 Duplicate vs. Corrected Effective Water Surface Elevations U -24 ,. Table 4A -7 Comparison of WSEL's and Velocities - Existing Landuse Discharges II -25 Table 4A -8 Comparison of 100 -year WSEL's - Fully Developed Landuse Discharges II -26 ^ Table 4A -9 Comparison of SPF WSEL's - Fully Developed Land use II -27 Figure I Location Map LIST OF FIGURES IN APPENDIX A Figure 2 1994 Revised Base vs. 1991 FIS Cross Sections .- 2A Section 88160 (88150) 2G Section 93710 (93670) 2B Section 89230 (89050) 2H Section 93750 (93730) 2C Section 90210 (90000) 2I Section 93840 (93810) -- 2D Section 91050 (90880) 2J Section 97710 (97570) 2E Section 92050 (92090) 2K Section 98460 (98450) 2F Section 93660 (93620) 21, Section 99420 (99280) Figure 3 Flood Plain Information - Revised Base (Corrected Effective) Figure 4 Proposed Flood Plain and Floodway Figure 5 Revised Base vs. Proposed Condition Cross Sections Figure 6 Proposed Condition Profile Figure 7 FEMA FIRM Maps 7A City of Carrollton FIRM (preliminary) dated 4 -92 7B City of Carrollton FIRM (preliminary) dated 5 -93 ^ 7C City of Coppell FIRM dated 4 -94 7D City of Dallas FIRM dated 7 -91 Figure 8 Plan View and Cross Section of Proposed Sandy Lake Road Bridge r I. Introduction Appendix A Figures 'r N .r tr mniv IuAb - - .I pppp w ib CITY OF (e `' , � • iiii 11 l♦• II al'm 11 1 � 1 II I CARROLLTON V v f,� ♦� I /.r, Slwly Lek, l .bl NIO W \,1 ►^ � ` ..� M; ,'f� I�IIC � C ■II ,9 �'• I tl ra 11 II Q T L' \ ;Yt II SITE LOCATION N „ -ark 1" \ F / ( C • I 11 O 2 •-• r 'CITY OF � +• l y. i '��' © ' «,•' � ��aLLas ''r• �� t 1 C TY OF I'(1 " Palk 4 COPPELL nm 211E 4W .. €� YI'�I ' rJ :�. t f } i 5 r /f" Ifs � \•�° i _,.. � — 1 CITY OF a C a,... CARROLLTON %`� °� •� ,'�- -. t - - + { . � y p�• � � - - -. _ ..��� r� �+ d (uAll) „ D �vP�iif II va Nrz /BELT LINE rlt,rm 1'•' Iln I 111 \ f / r• I , 1 h - i Si:Al.l. I 111 000 0 1W`,) 20.10 -10x +Pn !.lxX1 F(Kx) 7000 FEEL 1 0 1 KILOWER I s r - F -1 v ^ CONTOUR INT[RVAI. 10 1 I.I.f EKII I FD L INES Rl PRI AN 1 4 1(x I I (I ,N I, IRS NAIIONN. GFODF.IIC WRLICAL PAMPA OF 1929 .. ROAD CLASSIFICATION CARROLLTON, TEX. Ileevy duty Light duly NW; 4 CARROLLTON It� OUALtRAN(A F Mcdimnduly _._ Unimproved dirt N3252.5-- W9652.5/7.5 1959 �,� lutmslale Route C � U.S. RDUte 0 Slate Route PHOTOREVISED 1981 DMA 6849 IV NW- SERIES V882 FIGURE 1 LOCATION MAP I f�_ HALFF ASSOCIATES, INC. 89000 90000 91000 92000 93000 94000 95000 96000 97000 DISTANCE IN FEET 480 470 a 0 z 460 1-' LLJ w u- z 4E0 0 H Q w J !L 440 EKG 420 410 ELM FORK - TRP9TY RIVER SANDY LAKE ROAD PROPOSED CONDITION MODEL EXISTWG LANDUSE JJNE 29, 1994 . 400 98000 99000 100000 COMKM WATM 9JFAM PF010 FIGURE 6 DALLAS, TX 490 z Q p w cc Q ILI m Y Q O J t0 (1) Z (n z Z z z W z � N W p F O J > ai o a O O OW < 12 _uo cc a. cc CL w z < =rf w 100 -YEA 0 CL Ca C7 I ¢ to � m l \ SPF LL I 0 10 -YEAR 50 -YEAR 89000 90000 91000 92000 93000 94000 95000 96000 97000 DISTANCE IN FEET 480 470 a 0 z 460 1-' LLJ w u- z 4E0 0 H Q w J !L 440 EKG 420 410 ELM FORK - TRP9TY RIVER SANDY LAKE ROAD PROPOSED CONDITION MODEL EXISTWG LANDUSE JJNE 29, 1994 . 400 98000 99000 100000 COMKM WATM 9JFAM PF010 FIGURE 6 DALLAS, TX 490 f e HALFF ASSOCIATES APPROXIMATE SCALE 1000 0 1000 FEET CARROLL DAM / / ySANO LAKE ROAD FIRM FLOOD INSURANCE RATE MAP CITY OF CARROLLTON, TEXAS DALLAS, DENTON AND COLLIN COUNTIES COMMUNITY -PANEL NUMBER 480167 0010 E REVISED FLOODPLAIN AND FLOODWAY FIGURE 7A LEGEND SPI (LAL IW01) II V \RD -\RE AS INI'NI)A If � IIN IW -YF AR FI()0D ZONE AE MR H 0oD%1 \N NRI AS I ZONE AE �""'�"""'" - CORRECTED/PROPOSED FLOODWAY ti y ti s ti ti 5 i h h i i i i i i 3 a HALFF ASSOCIATES z I = I \ i \ ` X ' C) I N X ` i 4 , LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED i r � N t ti v, — OTHER FLOOD AREAS c \ / flood wnh averaee depths of less,han 1 foot or LLS IN flood. UN OTHER AREAS Z Lu.. N N x z NF \ i a \ \ O N ZX 3AIII : . O a. 1 .� N w ul �z z �1 E x l \- • L \ i \ ` X ' C) I N X ` i 4 , LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED : r � N t ti OTHER FLOOD AREAS c \ / flood wnh averaee depths of less,han 1 foot or LLS IN flood. UN OTHER AREAS \ Lu.. N N x z NF \ i a \ \ O N 3AIII : . \ i \ ` X ' C) I N X ` i 4 , LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED : r � f' OTHER FLOOD AREAS / flood wnh averaee depths of less,han 1 foot or and areas prme led by levee frnm. 100-vear flood. UN OTHER AREAS ZONE % Areasdttermmetl rn lw nu,ud, i1M). v,vril.u.j. x z Ill a O N \ i \ ` X ' C) I N X ` i 4 , N \_ x i \ z �� \, \ \ t l Z N \ IN ` W zW Oa Nj X W z o f N X W z O N FIRM FLOOD INSURANCE RATE MAP CITY OF CARROLLTON, TEXAS DALLAS, DENTON AND COLLIN COUNTIES COMMUNITY-PANEL NUMBER 480167 0015 E LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED : r � f' OTHER FLOOD AREAS ZONE X A eas of soo -year flood: areas of toll.,,, N \_ x i \ z �� \, \ \ t l Z N \ IN ` W zW Oa Nj X W z o f N X W z O N FIRM FLOOD INSURANCE RATE MAP CITY OF CARROLLTON, TEXAS DALLAS, DENTON AND COLLIN COUNTIES COMMUNITY-PANEL NUMBER 480167 0015 E " CORRECTED I PROPOSED FLOODWAY x W X z W O z N O r REVISED FLOODPLAIN AND FLOODWAY FIGURE 7B ,:1 LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED _ BY 100 -YEAR FLOOD ZONE AE Saw flood elevations drnermmai. FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X A eas of soo -year flood: areas of toll.,,, flood wnh averaee depths of less,han 1 foot or with drainage areas less than 1 square m and areas prme led by levee frnm. 100-vear flood. OTHER AREAS ZONE % Areasdttermmetl rn lw nu,ud, i1M). v,vril.u.j. of.,. " CORRECTED I PROPOSED FLOODWAY x W X z W O z N O r REVISED FLOODPLAIN AND FLOODWAY FIGURE 7B ,:1 1 7 1 IR I HALFF ASSOCIATES I • w ': ............ T z yAT FIRM FLOOD INSURANCE RATE MAI) CITY OF COPPELL, TEXAS DALLAS AND DENTON COUNTIES CORRECTION TO 100 - YEAR FLOODPLAIN CORRECTED I PROPOSED FLOODWAY REVISED FLOODPLAIN AND FLOODWAY FIGURE 7C COMMUNITY-PANEL NUMBER 480170 0010 E MAP REVISED: APRIL 15, 1994 LEGEND �)_vyl: ZONE AE FLOOD%% i \Rc 4,S I\ 70 \E OTHER FLOOD AREAS ZONE X AA, Ile 111.1 ", . ... .. ... .. .. ...... NI ZONE x CORRECTION TO 100 - YEAR FLOODPLAIN CORRECTED I PROPOSED FLOODWAY REVISED FLOODPLAIN AND FLOODWAY FIGURE 7C 1: HALFF ASSOCIATES FIRM FLOOD, INSURANCE RATE MAP CITY OF DALLAS, TEXAS DALLAS, DENTON, COLLIN, ROCKWALL AND KAUFMAN COUNTIES COMMUNITY-PANEL NUMBER 480171 0020 D KEY TO MAP ZONE 8 IlN4l cal ftrwd lh,andan -- - -- Znnr lb <icnariona• y '. IIRL1 rar Ilnud Iluumlml - ZONE 8 GM1.1 r.0 Iunl Nuundm - "EXPLANATION OF ZONE DESIGNATIONS 7 < 1xJI E%PIANAIION Al-A30 Ara ,., nl 100 -W." Ilaanl; Kw Ihwd rinvaliona and Ila l heard I ay ran rletnnalnnd. -- ^-^- CORRECTION TO 100 - YEAR FLOODPLAIN CORRECTED /PROPOSED FLOODWAY REVISED FLOODPLAIN AND FLOODWAY � E FIGURE 7D L t. •r C Y P. Appendix F Corrected Exist. Conditions (multi - profile) HEC -2 Model (REVBASE) irK .. ................ . ...... . ..... . .... REC -2 RATER SURFACE PROFILES • V ... 1Oa 6.6.21 May 1991 • RUN DATE 23JU996 TIME 16.61.16 ............................. U.B. ARMY CORPS or ENGINEERS • HYDROLOGIC ENGINEERING CENTER 609 BECOHD STREET, Sol" D • DAVIB. CALIFORNIA 99616 -6667 (919) 756 -1106 .... • u•....•...••••.•.• r - x I xxxxxxx Ixxxx Ixxxx I I x x x x x Y I x x x �. xxxxxxx NASA x xxxxx Ixxxx A x x A x x A- x x A x A x xxxxxxA Ixxxx xxxxxxx 1 23JUM96 16.61.16 f� .. • •..•. o.. u........... u.• • •. •... r RHC -2 WATER RVMYACE PR0PIL68 Version 6.6.21 Ray 1991 u••.• ...••••.•••.•.......•.........• PAGE 1 THIS RUN HIECOTED 23JUM96 16.61.16 I Lf T1 U.S. ARMT CORPB Or ENGINEERS - PORT MONTE DISTRICT T2 UPPER TRINITY RHCON RTUDY •RLR FORK TRSMITx RIVER- REVISED BLAB HOUSE, T1 • 10 FEAR ...... DI6C6AR0E6. 10 -YR 30 -M 100 -YR err T6 ARM 3/96 FxL RAVMARB ^ J1 ICRECx INQ NINV IDIR DIET METRIC win$ Q WRI. PQ -1 2 0.00000 635.61 J2 "ROT IPLOT PRrVe XSECV xSECH PH ALLDC IBN CHNIN ITRACE 1 -1 HC 0.070 0.070 0.060 0.1 0.3 TBIB PILH CONTRINB ONLY THH 6 Old RUN FOR T® EFFECTIVE FIB TO LEAVE ^ a9000H SPACE ON THE BI CARDS FOR FOUR AT VALUES OT 6 22600 36500 66200 86300 NE a .05 1320 .05 2260 .30 2325 .075 2625 .30 Na 2900 .05 3000 .08 6762 .035 5199 E1 65000 32 2325 2625 350 200 250 OR 638 880 638 1080 626.5 1200 636 1320 636 2125 ^ OR 638 2260 639 2325 630 2350 612 2390 612 3650 OR 621 2670 630 2360 632 2535 636 2575 636 2590 OR 638 2610 639 2625 630 2900 637.6 3000 636.3 3300 OR 636 2630 636 6000 635.6 6200 636 6500 636 6762 OR 625.7 6803 626.3 6966 626.3 6956 623.1 5109 633.8 5165 ^ OR 635 5168 666.6 3199 NR 7. 0.050 6630. 0.10 6760. 0.06 6991. 0.10 5062. 0.08 92 5702. 0.05 6071. 0.035 7313. 31 86360 62 6760. 6997. 1200. 900. 1560. X3 2000. 7100. ^ OR 662.3 1000. 662.3 1998. 636.2 2023. 636. 2080. 636. 2100. ' OR 636. 2110. 632. 2130. 632. 2160. 630. 2170. 626. 21.3. OR 627. 2210. 628. 2233. 630. 2263. 632. 2260. 636. 2270. OR 636 2300 630 2316 630 2776 636 2800 660 2821 OR 660. 6630. 636. 6660. 636. 6760. 636. 6765. 632. 6790. OR 630. 6790. 628. 6800. 610. 6975. 610. 6905. 628. 6980. ^ OR 630. 6990. 638. 6997. 639. 3062. 637.8 3235. 638. 5280. OR 636. 5286. 636. 3292. 636. 3311. 636. 5317. 638. 5365. OR 638. 3356. 636. 5306, 636. 5600. 638. 5667. 639.1 5509. OR 638. 3366. 636. 3386. 636. $603. 635.3 3696. 635.5 5782. OR 635.2 6071. 625.9 6106, 626.5 6250. 626.5 6262. 626. 6602. OR 626. 6500. 629. 7285, 630. 7306. 635. 7322. 636. 7352. ^ OR 662. 7373. 662.1 7513, 1 23JUM96 16,41t14 PACE 2 R.+ MR 5. 0.05 6895. 0.10 6953. 0.06 5110. 0.10 5200. 0.05 NR 7712. I Lf r I". n 4�5 r 4� r r� I r OT 4 16600 39900 68600 91100 1035. 970. 21 87530 61 4953. 5110. 600. 13 0 0 0 2000 0 638.5 7620 2026. 636. 2100. 436. 1110. OR 441.0 1000. 662.8 2000. 428. 2163. 618. 2278. 619. 2290. OR 632. 1220. 430. 2133. 632. 2365. 434. 2156. 634. 2362. OR 630. 2303. 632. 2314. 2619 660 1639 660 4380 OR 434.4 2418 430 2444 436.1 438.4 4610. 438.4 4895. 440. 4914. OR 460. 4760. 440. 4770. 426. 4971. 410. 5050. 410. $079. OR 460. 49 53. 410. 6963. $093. 420. 5096. 411. 5101. OR 414. 3085. 416. 5089. 418. 5158. 430. $200. 433. 5340. OR 424. $105. 426. 5110. 428. 5290. 438. 5300. 438. 5390. OR 434. 5265. 436. 5286. 438. 6163. 444.3 6203. 444.3 6223. OR 437.1 5540. 444.3 $563. 444.3 6651. 435.3 6785. 435.1 7070. OR 444.3 6625. 444. 6628. 436. 434.2 7380. 435.5 7590. 442. 7620. GR 434. 7185. 434. 7205. OR 441.8 7712. 3840 .06 4030 .05 4250 .05 NB 5 .03 1365 .05 N8 6881 07800 40. 3040.0 4030.0 250.00 100.00 170.00 .00 .00 E1 13 0 0 0 0 0 438 L490 1100 436 1130 434 1150 OR 449.5 1080 439 1090 1270 428 1290 430 1305 OR 432 1210 430 1350 428 436 1525 460 1530 460 3900 OR 432 1315 434 1365 430.00 3840.0 410.00 3900.0 410.00 3928.0 OR 440.00 3005.0 440.00 3230.0 4050.0 434.00 4100.0 438.00 4170.0 GR 416.00 3980.0 430.00 4030.0 434.00 4235.0 460.00 5675.0 _ 43].00 5680.0 OR 440.00 4190.0 410.30 -4350.0 460.00 436.00 6165.0 13].00 6100.0 432.00 6210.0 OR 437.00 6100.0 435.3 6101.0 437.00 6341.0 437.00 6880.0 450.00 6981.0 OR 434.00 6220.0 436.00 6340.0 NO .08 .08 .07 .60 .BO 69 69 AI 97969 71 1195 4065 69 13 0 0 0 1033 0 7470 1835 443.65 1870 438 1084.1 OR 450 1500 450 1834.9 447.95 1931.2 430.70 2018.7 430.59 1031.2 OR 435 1927 434.08 1948.7 433.97 2069 427.9 1070 428.3 2071 OR 430.1 2043 429 2067 410.3 431.48 2106.7 431.65 2111.2 436 2160 OR 429.8 2074 430.4 2093 449.15 2214.9 450.00 1115 450.00 1294.9 OR 435.4 2169.4 443.65 2190.0 448.15 4325 113.65 4550 117 4620 OR 430 2293 450 4524.9 4620.5 416.98 4631.5 416.9 4677 411.] 4681 OR 417 4624 416.99 410 4724 415.4 4733 422.71 4749.5 OR 410 4603 410 423.95 4690 4751.3 624.6 4756 428.6 1770 131.5 8783 OR 423.9 434 4751 4602.5 443.65 4830 447.95 4864.9 4SO 4645 450 434.66 9]89.9 6934.2 OR OR 464.4 6380 443.65 6755 435 6776.6 434.60 474 6833.7 6936 133.7 6958 OR 434.23 6913.7 434.21 6915 434.32 6916.2 434 6964 434.14 699].7 OR 431.9 6960 431.9 6980 433.2 6981 7075 442.5 7469.9 450 7470 GR 434.17 6996.2 435 7053.3 443.65 OR 450 7500 I PAGE 23ODN94 16141/34 9ET.T LINE ROAD 1 13 87870 0 0 0 1 0 I 7470 as 0 0 0 1835 450 450 1833 447.93 147.95 BT 63 1500 450 450 1034.9 - '443.63 1948.7 449.32 444.32 1948.] BE 1970 449.65 443.65 1870 448.65 1951.1 449.34 444.34 2020.7 450.00 BT 449.31 434.09 1953.2 449.34 433.!7 1031.2 450.00 430.39 2031.1 450.00 443.00 AT 445.00 2028.7 430.00 430.70 444.34 2108.7 449.34 431.48 2111.2 BE 2070 449.67 444.67 2109.7 449.34 448.65 443.65 2214.9 448.15 AT 449.32 431.65 2111.2 449.32 444.32 1190.0 450.00 450.00 2295 450.00 450.00 9T 442.13 2213.0 430.00 450.00 2194.9 4524.9 430 4SO 4525 BT 2293.0 450.00 450.00 2295 450 450 4550 448.65 443.65 4626.5 449.40 9T 150 650 4333 468.35 448.13 44 416.90 4633.3 419.41 444.43 9T 444.40 4618.5 449.40 416.99 4631.5 441.43 4718.5 449.43 631.71 4751 92 4690 450 445 4748.5 449.43 423.95 4731.5 449.40 4644 .40 LB30 468.65 BT 449.41 423.9 4151.5 449.40 450 450 6389.9 450 490 BT 443.65 4864.9 447.95 447.95 4865 443.65 6033.7 449.31 444.31 6833.7 ST 6390 444.4 444.4 675S 448.65 6936.3 449.33 444.33 6933.7 449.98 BT 449.31 434.68 6836.2 449.33 434.66 450 4]6.2] 6916.1 149.98 134.]] 9T 444.96 6933.7 449.98 434.13 6913 449.33 444.33 6993.7 449.33 434.14 6996.2 BE 9916.2 449.06 444.96 4993.7 7075 468.65 443.45 7075 446.63 BE 449.31 434.17 9196.2 441.31 444.31 450 150 7500 450 450 BE 443.65 7469.9 443.5 442.5 7470 11 87960 0 0 0 90 90 9i 12 0 0 0 0 0 0 13 0 0 0 1935 0 7470 11 87961 0 0 0 1 1 1 E3 0 0 0 1839 0 7470 NO 11 88000 40 3740 .2 4035 .5 39 39 39 T3 1000. 6500. YI 3. 440. 1125. 434.3 1126. 440. 1076.0 1415. 434.00 1200.0 430.00 1350.0 OR 40.50 1000.0 449.50 1075.0 435.80 1400.0 440.00 1470.0 449.50 1476.0 OR 430.00 1300.0 434.00 1370.0 436.00 3 I 114 - 3R 649.50 3725.0 662.00 3730.0 662.00 3760.0 660.00 3760.0 638.00 3800.0 OR 630.00 3860.0 610.00 3900.0 610.00 3950.0 630.00 6000.0 636.00 6010.0 OR 636.00 6035.0 630.00 6065.0 669.50 6090.0 630.00 5610.0 660.00 5615.0 OR 660.00 6130.0 636.00 6160.0 636.00 6190.0 633.00 6200.0 633.00 6250.0 t� OR 633.50 6310.0 660.00 6311.0 660.00 6630.0 650.00 6635.0 630.00 0350.0 OR 637.50 6355.0 638.00 9000.0 639.00 9200.0 690.00 9284.0 650.00 10265.0 STLSO RAILROAD 21 88030 56 850o 6660 30 30 30 Y3 11680. BY 8 $900 669.5 666.5 6300 669.5 666.5 8580 669.5 666.3 IT $960 669.5 666.5 10660 650 667 11600 630 667 13190 ST 650 667 16100 650 667 OR 669.5 5900 666.5 S900.1 638 5930 636 3960 636 5970 OR 636 3980 632 6020 630 6090 630 6150 632 6200 OR 636 6220 636 6250 638 6270 660 6260 666.5 6300 GR 669.5 6300 669.5 8580 666.5 9560 630 0590 610 6650 1 23JUN94 16,41114 PAGN 4 OR 610 8700 630 8760 636 0770 630 aeon 666.5 8660 9.. OR 669.3 9860 650 10660 667 10660 660 10670 660 10060 G. 639.9 10660 636 10861 636.7 10950 635 11030 632 11030 GA 636 13080 636 11100 639.9 11101 660 11101 660 11665 OR 667 11680 650 11680 650 13190 667 13190 660 13220 OR - 638 13310 630 13660 660 33665 662 13690 662 13610 OR 660 13670 639.5 13700 660 13720 660 13970 639.2 16020 GR 660 14070 667 16100 630 16100 23 8S0s0 20 20 20 12 1 Y3 11680. N.. NC .15 .12 .07 .........• "GIN COR FEASIBILITY STUDY CROM SECTIONS ' CON samiOR 111 ^. OR CARDS NODIVIRD TO REPRESENT BIOS GROUND DONNOTMAJR (BELT LIM NO) TO MODEL NON- EFFECRIVa FLOW ARAM E3 AND 2:Y CRNOs USED " M o= IOW ►IONS /BIOS FLOWS DIPFEREYTLY. H- VALUES IN LOR AND SON VFILIIBD TO NUANCE OVERARM PLONK NC .15 .12 .07 .3 .5 FRON AF- CDC.DAT ADD Camm SECTION PER CITY OF CAONOLUTGN (NONCE) BURVRY FOR This r E- SECTIoN (1 -94) FLOW LINN (602.0 EL.) NOT USED BECAUSE INCONSISTENT NITS DATA AT BELT LINK AND 9/6 OF SECT 111 (1 -94) N- VALUER T TRANSITION TO N- VALDIS UPSTREAM (1 -94) NN 3 .13 9310.0 .07 9720 .13 13709 AT 7.1 9.1 9.1 9.1 6753 12175 6755 12175 '". REW CROM- SECTIOM PER 1991 CM PHMO=AHMIC DATA, 08160 TO 99620 '.. OR CARDS MODIFIED TO MODEL NON - EFFECTIVE FLOW AREAS E1 sa160 95 9510.0 9720 310 _110 110 E3 30 US, 626.7 3066 635.6 3073 636.5 3082 638.2 3213 637.6 3220 OR 636.6 3526 637.8 3566 639.0 3790 635.2 6117 636.0 6199 GR 632.9 6209 637.1 6233 636.9 6226 639.6 6353 660.3 6675 GR 662.6 6775 660.1 6968 638.9 $013 637.7 6013 661.3 6070 OR 637.8 6080 635.1 6270 636.6 6529 635.7 6356 635.0 6711 Ga. 630.9 6727 636.6 6755 633.6 6791 633.9 6983 631.7 7003 GR 631.7 7047 635.7 7072 636.3 7263 630.2 7265 690.0 7265 OR 650.0 7698 650.0 8359 650.0 9256 650.0 9660 637.5 9660 GR 636.26 9510 636.76 9526 629.67 9539 626.01 9563 627.56 9363 OR 626.71 9566 626.21 9969 620.71 9556 619.71 9566 613.01 9973 OR 610.0 9581 610.0 9632 616.16 9663 617.71 9667 617.71 9667 OR 621.21 9653 625.21 9663 627.86 9671 626.61 9662 637.09 9729 OR 636.56 9762 639.0 9765 690.0 9785 690.0 10091 650.0 10363 t� OR 650.0 10366 650.0 10388 650.0 31290 630.0 11306 630.0 11653 GA. 450.0 11679 650.0 11508 650.0 11560 637.7 11!60 636.0 11922 GR 635.5 11927 635.3 12175 635.3 12196 635.9 12203 639.2 12297 OR 661.6 12327 662.6 123S7 663.1 12391 665.6 12510 666.0 12516 OR 666.7 12536 667.3 12619 666.8 12623 667.5 12637 666.9 13022 OR 663.0 13036 665.2 13062 665.0 13665 663.1 13697 665.3 13709 ADDITIONAL CROSS SECTION FROM 1991 TOPO - CNANNEL FLOWLINE INSERTED FIB NDDEL 1 23Mi96 16161114 PAGE 5 I . STA 6600 6 EL. 636.0 HATCMRG EL 636.0 ON TOPO RED ALSO NATCMA NTA 6600 a 1L. 636.0 IN EFEYNDHI.02 - SOCCER FIELDS PER CITY OF CARROLLTON (SONGS) NODAL FOR GOODS SOCCER CONPLZA MELT LING ROAD ENCROACHMENTS OR MODIFIED STA 2915 -3920 AND 5370 -6650 ^ Na 3 .17 5000 .065 5210 .09 6100 ET 7.1 9.1 9.1 9.1 2550 7620 1050 7620 Y1 98650 79 5000 5210 600.0 120.0 290.0 OR 636.0 1650 635.0 1720 638.6 1610 637.0 1950 638.0 2160 OR 631.7 2220 631.7 2350 632.0 2360 636.0 2380 636.0 2805 114 22JUH94 16841114 PAGE 4 GR 4]9.0 1565 438.0 2710 4]B.o 2915 130.0 1915 4S0.0 3690 Pr GR 450.0 3920 438.4 3920 438.9 4310 438.0 4380 4]6.0 :]OS OR 114.0 1330 434.0 4395 436.0 4600 436.0 4690 435.0 4770 GR 436.0 4670 136.0 5000 471.0 5015 432.0 5025 430.0 5010 OR 424.0 5053 415.4 5075 110.0 5079 410.0 5132 115.4 3135 ^ OR 410.0 5175 432.0 5190 434.0 5190 476.0 5300 439.0 5210 OR 440.0 5220 442.0 5240 444.0 3150 444.2 5370 450.0 $370 ^ UR 430.0 5600 450.0 5750 430.0 6030 450.0 6070 150.0 6300 OR :50.0 6510 450.0 6570 450.0 6643 150.0 6690 450.0 6690 OR 450.0 6800 430.0 6900 450.0 6950 440.0 6950 436.0 6:70 OR 435.9 7075 439.0 7230 434.0 7190 436.0 7320 436,0 7350 OR 432.8 7415 432.0 7550 434.0 7365 436.0 7590 439.0 7610 OR 144.0 7625 442.0 7660 441.0 7680 446.0 7090 448.0 7940 OR 449.5 7950 449.1 8050 450.0 0100 FEESFNCTIVS PLOW NHLOW ROAD LIVER R.. 437.0 BTA 7925 -8447 CON SECTION 112 ADD CEAMM SAMSON PER CARROLLTON (MME) 9URVNT FOR THIS E- SHCTION (1 -94) OR LARDS WODIlIRD TO REPRESENT NIGH GROUND UPBTRZAM (FILL) TO IA1IA1 RIVNRCHRSN FORD EFFECTIVE FLOW TO 437.0 WAY, STA 9832 -10183 (1 -94) HODeL NON- RFFBCTIPS FLAN AREAS Itl LOB RE 7 .20 ]8 :] .18 39 :] .10 7823 OR CARDS HODIPISD TO REPRESENT NIGH GROUND DONNBTIEEINI TO 9399.1 .04 NH 9625 .13 101490 .045 17326 MOM NON- SFFNCTIVI FLOW AREAS IN "a ^ NT 7.1 9.1 9.1 9.1 N3 RID !T CARDS USED TO MOM LOW FLANB /HIGH FLOWS DIFFERENTLY. 3200 10361 11 90710 85 9399.9 9675 N- VALUES Itl WE UTILIZED TO NALANCS FLONS IN OVIRALK9 13 la INRFFSCTIVS FLOW SBLAN FOND LEM RL. 437.0 8TA 4745 -6057 FAR WE 438. 461.0 NC .OB .06 .073 FROM HP- CDC.DAT 442.5 1912 441.9 1957 442.9 1867 445.4 1352 CNRDIEL SECTION RELOW KOHL MODIFIED PER BY-CDC (1 -94) 437.2 2393 437.2 2847 439.1 2830 438.5 7290 HE 6 .20 3925 .10 4745 .20 7800 .035 1123 .060 3915 NH 9386 .033 13613 US 438.2 3986 444.0 4036 439.5 4077 440.4 4274 NT 7.1 9.1 9.1 9.1 439.5 4539 7800 11110 3900 11110 3189 E1 89230 92 9173 9386 1180 SIG 790 439.0 5997 440.0 6005 E3 10 OR 439.3 6100 450.0 6100 437.3 440. 430.0 6230 US 443.5 1704 447.7 2722 445.5 1745 444.5 2989 441.4 3000 7400 OR 434.6 3041 434.6 3915 436.3 3941 436.6 4005 434.5 4110 8:67 04 442.2 4140 440.8 4200 133.] 4290 442.! 4337 436.3 4372 1228 OR 440.1 4726 437.0 4745 137.0 5694 437.0 5712 437.0 5719 9427.50 GR 439.7 3764 439.8 $845 437.0 5875 437.0 5111 437.0 5931 9475.80 OR :31.0 5957 437.0 6057 437.2 6076 435.4 6121 436.0 6621 8512.30 OR 476.3 6640 437.6 6681 460.0 1682 460.0 6705 ,40.0 700, 1640 OR 440.0 7550 460.0 7800 433.1 ]000 432.: 78,0 432.1 7850 1790 GR 437.9 8333 434.0 4363 436.9 6174 441.2 8667 :41.4 0011 10361 OR 437.3 9123 415.6 9237 409.9 9340 409.9 5266 409.9 9175 OR :75.6 1278 135,3 !300 441.1 1]00 442.3 9306 :50.0 9300.1 ^ OR :30.0 9120 450.0 9491 450.0 13]0 450.0 9671 430.0 1]14 OR 450.0 10060 441.1 10060 411.7 10120 :39.7 10 :34 442.4 1043: 1 22JUH94 16841114 PAGE 4 OR 4 .1 10701 436.9 10865 436.3 10914 439.7 10920 438.4 11009 OR :41.0 11110 447.9 11376 449.3 11743 447.2 11750 447.2 11401 OR 418.3 11807 :43 .5 12067 110.2 12091 :61.0 17122 4 46.2 12306 OR 444.5 17355 4:2.4 12]19 : :4.4 12798 442.3 17107 443.9 12992 OR 448.4 13011 450.7 11099 456.1 13107 454.3 13262 436.4 13604 ^ G0. 438.4 13562 443.2 13412 008 SECTION 11] TO REPRESENT HIGH GROUND TO MODEL NON- SPPECIIVE GN CARDS HO VPBTRRAM 1. SD OW AOB in FLA"" IN L 83 AND ET CARDS USED TO IORL LAN F1.OW9 /BIOS DIFFERENTLY. ^ N- VAL T T' IM WS XLIXZD 9A1NCS !CONS IM OV OV . 0 HC 04 .0 .06 .073 075 . . 1 .3 TIRR S FROM P- CDC.DAT RC .1 .3 IHSPFZCTIVR FLOW SE}AU POND LEM M. 437.0 BTA 5242 -5854 P„ IHRFPRCT2V8 FLAW EMUS POND LHVBH M. 439.5 BTA 4077 -5178 FEESFNCTIVS PLOW NHLOW ROAD LIVER R.. 437.0 BTA 7925 -8447 ADD CEAMM SAMSON PER CARROLLTON (MME) 9URVNT FOR THIS E- SHCTION (1 -94) IA1IA1 RIVNRCHRSN FORD EFFECTIVE FLOW TO 437.0 WAY, STA 9832 -10183 (1 -94) RE 7 .20 ]8 :] .18 39 :] .10 7823 .040 9399.1 .04 NH 9625 .13 101490 .045 17326 ^ NT 7.1 9.1 9.1 9.1 7825 10369 3200 10361 11 90710 85 9399.9 9675 900 750 980 13 la 438. 461.0 US 441.4 1735 442.5 1912 441.9 1957 442.9 1867 445.4 1352 OR 437.2 2393 437.2 2847 439.1 2830 438.5 7290 434.9 3006 US 435.9 3534 441.4 3843 433.1 3876 443.0 3915 439.0 3943 ^ US 438.2 3986 444.0 4036 439.5 4077 440.4 4274 439.3 4285 OR 439.5 4539 439.5 4394 439.5 5176 440.6 3189 437.0 $242 US 437.0 3654 436.9 5969 439.0 5997 440.0 6005 438.3 4022 OR 439.3 6100 450.0 6100 450.0 6190 430.0 6230 430.0 6433 OR 450.0 f5U0 460.0 6500 460.0 7400 450.0 7400 450.0 7634 OR 450,0 7873 437.0 7825 437.0 8136 437.0 8:67 438.1 8467 ^ OR 437.0 BSBO 440.9 8907 477.8 9040 437.4 1228 432.0 9379 OR 433.64 9393.00 433.40 9399.90 431.42 9417.00 427.36 9427.50 417.67 9432.50 OR 415.67 1436.30 412.67 9446.30 410.47 9464.10 411.67 9475.80 414.17 9485.70 OR 415.79 9493.00 417.64 9499.20 431.15 9507.20 474.74 8512.30 429.74 9533.40 OR 431.04 9557.10 440.5 9579 441.0 9675 438.1 1640 439.1 1659 R. OR 440.8 9678 440.5 1668 445.5 9747 443.0 1790 438.0 9623 OR 432.0 1832 432.0 10143 438.0 10334 445.2 10361 445.3 20300 ul - 2R 647.6 10716 44fi.6 10971 445.3 11030 666.6 11060 667.7 12326 COS SECTION 116 OR CARDS MODIFIED TO REPRESENT RICH GROOND UPSTREAM TO MODEL NON- 6PPBCSIVE FLOW AREAS IN LOD E] AND ET CURDS U8H0 TO MODEL 14W FLOWS /8I08 FLOWS DIFFMMLP. N- VALUES IN TAB UTILISED TO BAIASQB FLOW IN OVEREANE INEFFECTIVE FLOW BELOW POND LEVER RL. 63P.5 STA 6035 -6776 CHANNEL SECTION BELOW WOOL MODIFIED PER EF -CDC (1 -96) LOWER RIVERCWR POND EFFECTIVE FLAW TO 632.0 ■LBV.. STA 9855 -10120 /1 -96) 233UR96 16441116 PACE 7 P� NN 07 .10 3610 .18 3506 .20 7760 .065 9220 .075 MR 946 It 10200 .065 12310 ST 7.1 9.1 9.1 9.1 7780 10200 2650 10200 61 91050 90 9220 9666 620 960 860 as '10 - 639. 661.0 OR 631.6 1173 666.6 1290 665.1 1368 661.6 1955 461.3 2026 an 637.2 2039 637.2 2310 637.2 2360 66a.5 1627 637.9 2663 an 439.6 3951 639.3 5106 644.3 3112 662.3 3130 665.1 3293 OR 663.6 3360 660.0 3396 662.5 3620 633.8 3671 663.3 3508 an 662.5 3366 636.7 3655 660.2 3969 662.6 6000 139.5 6035 OR 639.5 6035 639.5 6165 660.6 - 6176 639.5 6259 639.5 6169 OR 639.5 6517 639.5 6568 639.5 6399 639.5 6666 639.5 6706 OR 639.5 6712 639.5 6766 639.5 6776 662.1 6959 661.2 6923 OR 636.1 6956 660.2 5390 630.7 5613 461.0 3560 15010 5560 CR 650.0 5605 650.0 5620 650.0 5061 650.0 6063 650.0 6210 OR 660.0 6210 660.0 7100 650.0 7100 65010 7226 650.0 7369 OR 650.0 7386 650.0 7780 660.1 7700 661.5 7680 637.2 8369 rr OR 660.9 6696 637.5 0566 639.5 8686 639.5 8970 660.2 8980 OR 661.0 9031 637.0 9220 633.6 9282 615.8 9327 612.6 9320 OR 612.6 9353 612.6 9376 615.6 9379 630.6 9620 662.1 9668 OR 663.3 9606 669.3 9626 665.7 9663 661.9 9679 661.2 9736 OR 630.5 9796 618.0 9817 632.0 9855 631.0 10120 666.5 10167 OR 665.5 10193 665.5 10200 650.9 10977 652.2 11311 666.7 12310 9� 115 OOE R OR CARDS DIFIED 10 R ®R6B6WT HIGH GROUND WB3'ReAN TO MODEL NON- EFPECTZVB MA MO FLAN SAS IN LOB Z3 AND, ET CARDS USED TO IOB LAW O /SIGH FLOWS DIFlERSNTLT. N- VALU IN LOB UTILISED T TO BALANCE E FL IM O R INEFFECTIVE LAN P BIIAW PO LEVEE ■L.439.3 A 3992 - 3983 -6960 INEFFECTIVE FLOW ROAR D LEVEE EL.627.0 STA 7850 -8650 " ADD CE . SECTION " PE0. E3 Pa B TAIS I- SECTION (1 -96) LOWER RXVI RIVHRCWe 1N)NO EFFECTIVE CTIVE FL FLOW W " 1O 4 633.0 0 WA 816V. , STA 1601 -9650 (1 -96) tlR 6 .20 3101 .10 3230 .12 7850 .065 8837 .075 ^ ON 9190 .10 10906 BE 7.1 9.1 9.1 9.1 7650 9800 2810 9600 11 92050 96 8837 9190 950 960 1000 BS 10 661.2 640.0 OR 651.6 1302 667.2 1707 665.3 2190 661.8 2200 662.3 2656 1.. OR 639.3 2536 635.9 2336 635.9 2608 639.1 2616 630.0 2652 OR 639.5 2660 635.9 2992 660.0 3007 639.7 3061 662.7 3063 OR 661.3 3101 636.9 3139 663.8 3190 636.5 3209 666.3 3238 0R 665.3 3267 661.7 3367 661.8 3577 660.6 3603 660.6 3860 OR 662.9 3860 639.5 3992 639.5 6030 639.5 6175 639.5 6206 OR 639.5 6369 639.3 6503 629.5 6663 631.5 6899 639.5 6511 1... CR 639.3 6926 639.5 6960 650.0 6960 650.0 5185 650.0 5268 OR 650.0 5256 650.0 3269 650.0 5321 650.0 5376 650.0 5379 OR 650.0 5600 660.0 5600 660.0 6269 660.0 {300 660.0 6611 OR 660.0 6727 660.0 6733 660.0 6750 650.0 6750 650.0 6757 OR 650.0 6969 650.0 7530 630.0 7950 637.0 7850 637.0 7879 OR 637.0 7905 637.0 7911 637.0 8113 637.0 8203 637.0 8218 �. OR 637.0 8366 637.0 0650 636.6 8 {5{ 661.2 8837 638.69 8052.00 1 33,1UN96 16/61/16 PACE 8 OR 6]6.69 6667.00 632.]9 tB90.0a 616.96 0921.00 617.69 6950.00 613.69 6953.00 OR 610. {9 6962.60 61x.1! 8997.]0 690.19 9011.00 615. {0 9021.60 629.09 9065.70 OR 630.60 9056.20 629.62 9079.60 441.30 9151.20 643.0 9100 665.6 9266 OR 663.6 9353 632.0 9609 632.0 9650 666.3 9710 663.2 9796 OR 666.2 10372 663.2 10735 61617 10977 663.7 10900 ^. COS, SECTION 116 OR CARDS MODIFIED TO REPRESENT RICE GROUND W8TR6AM TO MODEL NON- SFFBCTIVa FLOW ARRAS, IN Lou S,3 ROD BT CARDS USED TO MODEL LOW FLOWS /RIGS FLOWS DIFFERENTLY. N- VALUED IN LOB UTILIZED To BALANCE FLOWS IN OVERBANR INeFFECTIvg FLOW BELOW POND LBVRS HL. 639.5 ETA ]350 -651] ,�. INEFPECTIVU FLOW BELOW ROAD LEVEE SL. 637.0 STA 7500 -6330 NH 7 .20 2792 .05 2960 .12 7500 .065 0506 .10 NR 0563 .075 6865 .10 10863 ET 7.1 9.1 9.1 9.1 7910 9120 2730 9120 f� ul I I f A n+ P. R1 92880 66 0563 8865 700 790 610 E3 30 OR 653.2 1196 651.7 1617 663.5 1558 661.3 1622 165.1 1681 GR 665.1 1817 661.6 1870 661.3 1960 661.0 2015 665.6 2096 OR 662.5 2368 66S.S 2791 636.1 2038 666.7 2867 660.3 2908 OR 665.6 2960 662.0 3000 639.5 3350 639.5 3666 639.5 3009 OR 639.3 3900 661.6 3937 639.5 6011 639.3 6213 660.2 6293 OR 639.3 6560 650.0 6460 630.0 6796 650.0 6935 650.0 5127 OR 650.0 7616 650.0 7500 639.7 7500 637.6 7557 637.0 7617 GA. 637.0 7772 637.0 7910 637.0 9212 637.0 6217 637.0 8330 OR 638.9 8506 636.9 6318 661.2 6336 661.6 8539 660.6 8563 OR 637.1 0568 635.9 8332 633.1 8359 629.6 8500 625.9 BS67 OR 636.2 8613 615.9 0696 615.9 0736 623.3 0752 632.6 8799 OR 660.7 8065 660.9 9953 666.3 0961 666.3 9135 666.6 9698 OR 662.3 9501 661.1 9920 663.0 10603 662.2 10532 662.2 10060 OR 665.3 10863 ' COB SECTION 117 OR CAROB MODIFIED TO REPRESENT 8I09 GROUND UPSTREAM TO MODEL NOM- RFFECTIVE FLAB ASEAN IN LOB I3 AND IT CARDS USED TO MODEL IAN PLONK /9103 PLONK DIFFERENTLY• N- VALUES IN 1,08 UTILISED TO BALANCE FLOWS IN OVERSANR IMEPFXCTIVB PLAN BELOW POND LEVEE %L. 639.5 OVA 3862 INBFFNCTIVS PLOW AT DITCH STA 8020 -9329 NC .07 .06 .06 FROM E►- COC.DAT NE 08 .20 2593_ .05 2731 .12 6650 .12 6061 .060 NE 0020 .035 6840 .06 9102 .065 13121 ET 7.1 9.1 9.1 9.1 6293 9130 2520 9130 E1 93660 90 6800 9102 1150 690 760 R3 10 660. 661.0 OR 651.3 1000 665.5 1272 663.2 1602 666.2 1760 663.6 1957 OR 661.0 1866 666.8 1876 665.0 2017 662.6 2169 662.6 2158 OR 662.5 2551 662.5 2360 662.5 2395 663.9 2666 637.6 2605 GA. 637.6 2709 666.7 2731 666.6 1773 660.7 2796 661.3 3169 OR 666.1 3159 639.7 3210 639.5 3661 663.0 367S 662.8 3690 OR 661.1 3652 639.8 3862 661.1 3876 666.5 6130 630.0 6130 1 232UN96 16341,14 PAOI OR 650.0 6365 650.0 6378 650.0 6620 650.0 5092 650.0 5173 OR 650.0 5197 650.0 5220 650.0 5337 650.0 3390 650.0 5610 GO 650.0 5966 650.0 6090 650.0 6190 650.0 6221 630.0 6650 OR 663.6 6650 665.0 6861 665.0 6861 663.3 7511 665.0 7592 OR 662.9 9020 662.8 0229 662.8 0293 661.9 9329 661.9 6329 GA. 661.9 6329 661.9 8329 660.2 9652 639.0 5900 638.1 9860 S0. .637.6 8976 636.8 0915 618.2 8938 616.8 5966 616.5 9002 G0. 616.8 9061 661.7 9102 666.0 9130 665.9 9156 665.9 9556 OR 663.2 9620 666.9 10366 663.6 10302 665.5 10601 666.6 10069 OR 665.9 10900 669.9 10916 669.2 11066 662.3 11085 661.9 11108 OR 669.2 11163 667.2 11267 666.6 22267 663.1 11667 663.9 11720 OS 666.5 11726 669.3 12150 663.9 12530 662.8 12550 668.6 13121 SECTION 93670 M CARROLLTON DAM FROM EF-CDC MODEL LEFT OVERSANR OF D -CDC SECTION MODIFIED PER 1991 TOPO OR CARDS MODIFIRD TO MEPRNNEST BIOS OROUND UOWNSTR9AN TO MODEL NOR- LTFRCTIVE FLAW ASEAN IN LAB E3 AND OF CARDS USED TO MODEL 14N FLCWB /0200 PLONS DITrIJUV LT. N -VA S IS IAN UTILIZED TO BALANCE FLOWS IN MORBANR IN9FFBCTIVR 11011 BELOW EL. 660.0 RTA 3010 -3300 DUE TO RION GROUND NC .07 .1' .06 FROM EF- CDC.DAT RC .5 .7 NE 8 .20 1931 .05 2067 .19 3997 .12 3706 .15 NE 6197 .060 8200 .033 8670 .063 10220 ET 7.1 9.1 9.1 9.1 7650 8500 1050 0500 TOP OF CARROLLTON DAM 0 636 R1 93710 52 9200 0670 SO 50 50. E3 10 661. 661 SR 663 1000 663 logo 666 1180 666 1260 662.6 1685 OR 662.6 1931 663.9 2000 637.6 2021 637.6 2065 666.7 2067 OR 666.6 2109 660.7 2130 661.3 2683 666.1 2695 639.7 2566 GR 639.5 2997 663.0 3011 662.8 3026 661.1 3186 639.5 3190 GR 661.1 3210 666.5 3666 650.0 3666 650.0 5706 630.0 5786 OR 663.6 5786 665.8 6197 663.5 6867 665.0 6928 666.6 6963 OR 663.8 7355 662.0 7638 662.8 7380 662.0 7610 662.0 7630 OR 662.8 7670 661.5 7690 660.5 7830 661 7960 639 8200 OR 637.5 0225 637.S 6276 636 0275 636.3 0390 637.2 9391. OR 631.5 8620 639 5670 663.5 0620 666.5 9620 663.5 10000. OR 662 10160 665 10220 MR BNCTION 110 NANDI LESS ROAD 6ECTIOM REPLACED BT EXISTING SANDY LAKE ROAD BRIDGE $NOTION 93730 FROM EF -CDC MODEL. SECTION REVIOND TO MATCU TOP OF ROM PER 1991 =PO. OR CARDS MODIFIED TO REPRESENT RION GROUND DOWNSTREAM TO MODEL WON - EFFECTIVE PLAN AREAS IM LAB 13 AND ST CARDS USED TO MODEL LOW PIONS /9IGR PLOWS DIFFERENTLY. M- VALUES IN LAB UTILIZED TO BALANCE PLANS IN Q"ARME 9 r MC -1 .5 Y0.0N 8F- COC.DAT 1 233UN94 16,41.14 PAGE 10 As 7 .20 2680 .20 3300 .09 6100 .15 6600 .060 "a 0510 .060 8800 .065 9210 VT 7.1 9.1 9.1 9.1 7900 9800 2200 6800 BANDY LREE ROAD BRIDGE 41 93750 59 8530 Boon 40 40 40 13 30 663 ST 2 Oslo 667.63 663.53 6800 667.BS 663.95 G0. 666.9 1031 667.3 1200 665.3 1535 662.6 2000 662.5 2160 A 662.5 2370 443.SS 2680 662.30 3299 662.3 3300 662.3 3301 IN 643.0 3SSO 616.70 3050 4s0.0 logo 650.0 soon 616.30 5800 4.. OR 663.90 f03s 666.90 6100 665.5 6635 666.8 4600 663.32 6896 OR 463.69 6941 444.05 6991 444.15 7034 666.43 7083 644.41 7139 OR 444.69 7189 444.92 7238 444.21 7331 444.38 7379 44442 7435 OR 444.41 7473 444.33 7316 443.95 7569 443.99 7613 443.73 7663 OR 443.67 7710 443.46 7763 443.63 7640 443.50 7970 443.64 8023 p. GR 443.73 BOBl 443.59 8134 443.50 also 443.30 0243 443.64 9284 GR 444.61 0351 446.08 0411 447.43 0330 443.53 0510 436.00 8640 OR 410.00 8650 420.00 8670 414.50 8700 443.95 BB00 447.85 9200 OR 447.49 9829 446.66 8953 445.90 8952 445.90 9270 _COB SECTION 119 _ �^ BANDY LAKE ROAD SECTION REPLACED BT EXISTING BANDY LABS ROAD BRIDGE SECTION 93760 FROM EP-CDC won. SECTION RBVIB6D TO MTCB TOP OP ROAD PON 1991 woo. OR CARDS MODIFIED TO REPRESENT HIGH GROUND D01Mtl8TREAN TO MODEL MOM - EFFECTIVE FLOW AREAS IN Los Y3 AND ET CARVE USED TO MODEL LOW PLOWS /HIOR FLOWS DIFFSRBM!l Y. N- VALUES IM Los UTILIZED TO BALANCE FLOWS IN OVBRBANR n MR 7 .20 2480 .20 3300 .09 6100 .13 6600 .040 NR Oslo .060 9800 .043 9270 ET 7.1 9.1 9.1 9.1 7900 8800 3200 0900 9ARDY LAME ROM BRIDGE EI 93780 30 30 30 E2 1 13 10 443 SECTION 93940 ADDED TO EFEOIEV.DAT TO MODEL 60• WATER LINE AS A BRIDGE MEN DATA FROM 1991 TOPO SSA 8560 -9073 r. REMAINING DATA COPIRD FROM SECTION 93690 BELOW, E1 CARDS A0.7USTED ADD CE "L SECTION PER CARROLLTON (MORRIS) SURVEY FOR THIS B- SECTION (1 -94) WISE GROUND RLEV. TG 443.0 STA. 6833 -0560, MAD LMVBE DOWNSTREAM RAISE GROUND SIZV. TO 442.3 "A 2700 -4200, ROM LEVEE INNORSTARAK NR 6 .16 3450 .07 5500 .15 6033 .06 8735 .06 MR ease .045 .11303 ET 7.1 9.1 9.1 9.1 logo 9100 2450 9100 4o• MATER LINE AERIAL MOBBING E1 93840 91 9735 8988 60 40 60 X3 10 442. 442.0 BT 6 0720 639.8 439.9 8733 452.4 446.0 8735 454.2 444.0 Pr ST ages 454.2 446.0 6990 452.4 446.0 9005 439.0 439.0 OR 459.2 1070 459.2 1070.1 450.4 1073 449.2 1117 443.6 1129 OR 444.0 1262 442.2 1272 442.0 1307 445.8 1328 446.6 1532 l 233UN94 16941914 PAGE 11 GO 443.0 1632 441.4 1663 442.0 1826 440.0 2411 439.9 2700 OR 442.3 2700 441.3 3013 443.2 3219 442.3 3430 442.3 3594 GO 445.7 3859 442.3 2806 442.3 4126 442.3 4146 442.3 4200 OR 450.0 4201 430.0 4414 450.0 4417 450.0 4447 490.0 4471 GR 490.0 4492 450.0 5300 442.0 5501 440.7 5762 443.0 3893 OR 444.4 5896 443.4 6042 435.1 fool 452.2 6125 442.5 6141 GO 447.4 6347 445.6 0736 443.1 6753 443.7 6738 443.0 6633 OR 442.0 7167 443.0 7241 443.0 7434 443.0 7439 443.0 7457 GR 443.0 8220 443.0 8225 643.0 eta 643.0 9560 440.2 9690 G0. 439.8 8720 439.7 0731 439.6 0735 441.22 6746.00 449.40 8757.70 OR 437.62 8770.20 436.22 8786.00 433.42 4790.40 430.42 8793.40 425.92 9602.40 OR 422.42 8921.90 419.42 9037.10 416.42 4869.10 418.92 9688.70 433.42 0902.30 GR 429.42 8913.90 434.32 8924.70 437.92 0932.80 437.42 8943.30 439.42 8951.80 OR 438.6 0988 439.9 0990 439.0 9005 439.4 9030 444.2 9043 OR 444.4 9053 440.5 9073 440.1 9091 440.1 9095 442.5 9110 GR 442.7 9140 444.3 9385 446.1 9609 444.7 10211 442.3 10244 P� GR 445.6 11302 ME SECTION 120 GR CARDS MODIFIED TO REPR89BNT HIGH GROUND MaNBTNSAN TO MODEL NOR- BPFNGTIVE FLOW ASEAN IN LOB n E3 AM ET GABON USED TO MODEL IOM FLON6 /SIGH FLOWN OIPF8R8NTLY. H- VALUES IN LOS UTILISED TO BALANCE FLOUR IN OVERSANK NC .07 .07 .06 MON RP- CDC.DAT ADD CHANNEL SECTION PER CARROLLTON (NDMCE) 6URV8Y FOR THIS E- SECTION (2 -94) MISS GROUND ELEV. TO 443.0 STA 6833 -8247, ROAD LEVER DOWNSTREAM 6- r 7 I n r I r RAISE GROUND MLEV. TO 662.3 SIX 2600 -6200, ROAD LEVEE DOWNSTREAM ME 6 .13 3650 .07 5500 .15 6831 .04 8770.2 .06 NM 9007 .065 12631 ET 7.1 9.1 9.1 9.1 8050 9100 2650 91aa Al 93890 97 8770.1 9007 50 SO SO A3 30 662. 662.0 OR 659.2 1070 659.2 1070 650.6 1073 669.2 1117 665.6 1129 OR 666.0 1263 662.2 1271 661.0 1307 665.4 1328 446.6 1332 OR 665.0 1632 661.4 1643 662.8 1826 44a.0 2611 639.9 2800 OR 442.3 2800 442.2 3015 443.2 3219 442.3 3430 442.3 3398 OR 445.7 3859 442.3 3486 442.3 4126 442.3 4146 442.3 4200 OR 450.0 4200 450.0 4414 450.0 4417 450.0 4467 430.0 4471 OR 430.0 4492 430.0 ly00 442.0 3300 440.7 5742 443.0 3483 OR 444.4 St 9f 44].4 6042 455.1 608] 651.2 41]5 44].5 1161 OR 447.4 6347 445.6 6726 443.1 4753 443.7 6758 443.0 4433, OR 443.0 7167 443.0 7241 443.0 7434 443.0 7439 443.0, 7457 OR 443.0 8220 443.0 9225 443.0 9247 442.5 6633 442.28 8746.00 OR 441.46 8757.70 438.68 8770.20 437.28 8766.00 434.44 8790.40 431.48 8793.40 ao 426.98 8802.40 423.48 8821.90 420.48 8837.10 417.40 8668.10 419.98 8886.70 OR 424.4B 8902.30 430.48 8913.90 433.38 8924.70 430.98 8932.80 438.48 6943.30 OR 440.46 0951.80 440.0 9002 440.0 9007 440.7 9010 446.1 9073 alt 440.1 9091 440.1 9093 442.$ 9110 442.7 9140 444.3 9365 aft 446.1 9600 444.7 10231 442.3 10244 445.4 11302 443.6 11305 OR 438.8 11309 439.3 11323 437.4 11330 434.2 11331 435.4 11423 OR 437.9 11629 439.6 11639 443.7 11700 445.7 11703 446.4 11783 Co. 444.0 13303 445.7 12631 - 1 373UX94 16/41414 PAGE 13 COX SECTION 111 AT CARD USED TO MOUSL LON FLOWS /RIOX )LONG DIFFERENTLY. ISiPFSCTIVE FLOW BELOW FORD LEVEE BL. 442.0 STA 2603 -3368. M- VALUES IN LOB CTILI2RD TO BALANCE FLOWS IN OVEREANR NC .07 .09 .06 .1 .3 FROM SP- CDC.DAT CEAMN6 SECTION EBLON NBEL MODIFIED PER EF-CDC (1 -94) NC .1 .3 NR 5 .11 2783 .07 4743 .040 5844 Of 6055 .045 NR 11373 ST 7.1 9.1 9.1 9.1 4743 10019 2300 10019 - DQ x CRXEX CON)LUMNCE 11 97710 97 5844 6055 680 1670 3830 GR 452.5 1000 448.8 1072 449.2 1163 448.0 1178 447.5 1753 CR 446.8 1262 445.0 1313 443.0 1400 442.1 2091 442.0 2118 OR 444.3 2390 445.3 2577 442.0 2603 442.0 2707 443.0 2744 OR 443.0 2783 442.0 2817 442.0 3306 442.0 3317 442.0 3346 OR 440.1 3494 443.9 2332 446.9 3537 447.1 7547 446.7 3992 OR 445.0 3399 444.5 3632 442.0 4134 443.2 4232 444.3 4343 O. 445.2 4402 443.7 4694 445.9 4714 444.3 4733 441.5 4743 OR 441.4 5710 443.7 5736 444.9 5646 435.4 5875 423.3 5910 OR 423.3 5933 423.5 5950 435.4 5991 439.8 6007 442.2 6055 GR 443.0 6174 441.6 6321 443.8 6537 442.9 7048 439.0 7223 OR 439.1 7262 439.1 7309 433.2 7530 439.3 7560 429.4 7660 UK 441.9 7740 441.3 7754 440.3 7737 439.7 7764 435.3 7760 OR 433.3 7858 436.4 7062 438.4 7070 444.0 7918 441.0 8117 OR 444.6 0540 435.3 0$67 435.3 8651 441.1 8945 443.1 881] OR 442.6 9231 441.9 9246 443.6 9372 443.0 9392 442.7 9319 OR 442.9 9748 446.9 9992 445.9 10019 435.7 10035 435.7 10084 OR 445.1 10119 447.7 10523 443.1 10353 444.9 10613 444.7 10617 OR 446.6 10630 447.8 10023 445.4 11123 446.0 11144 449.7 11174 OR 447.7 11186 447.7 11476 446.1 11446 445.8 11312 442.5 11530 OR 442.0 11540 447.8 11573 Cog 81=10M 122 or CARD u0>D TO MOD1L 1.ON FLONG /BIOR Fl.OYG o3FFXRMMT. M- VALUES R{TORNED TO v -CDC VA . ADD CBANM6 SECTION FER CARROLIMOM (MONCE) SURVEY FOR TRIG E- SECTION (1 -94) RIGHT EAUR DATA GOT UBMD1 SECTION ■UR"M AT TEE NRONO LOCATION (INSSRT CNAMNBL ONLY 0017REN BTA 3500 AND 5760 APPROX.) - 1I4N LIMN NOT USED RECAUBE INCONSISTRNT NITS DATA AT D/S AND U/G SECTIONS. NC .07 .09 .06 ST 7.1 9.1 9.1 9.1 4100 10030 2200 10030 E1 19460 99 5606.5 5836 750 730 730 OR 431.6 1000 451.2 1031 446.6 1039 447.9 1011 448.0 1084 OR 447.5 1098 444.5 1113 444.5 1324 466.6 1537 445.9 1581 OR 447.7 1900 446.7 2288 443.7 2547 446.1 2590 445.3 2774 OR 446.1 2940 446.7 3115 444.0 3626 443.7 3636 443.1 3893 OR 442.9 3901 441.7 6224 443.2 5730 464.3 5409 446.3 5506 OR 444.5 5516 443.05 8606.50 439.71 5638.30 439.61 $440.80 438.21 3652.40 OR 435.51 5655.20 478.21 5646.90 426.00 5674.00 426.00 5735.00 434.81 5733.20 OR 439.3 5767 439.1 $747 440.3 5798 442.8 5922 445.0 $956 ON. 443.2 5946 444.8 5965 441.2 6793 441.4 6844 441.2 6850 1 23SUM94 16141,14 PACK 13 - r r- r GR 415.9 6862 441.6 6873 442.2 6960 641.6 6980 639.3 7023 OR 42) A 7076 136.6 7159 437.1 7175 637.5 7260 663.7 7332 OR 663.3 7663 662.6 7667 662.3 7677 660.6 7516 639.2 7728 OR 639.9 7775 661.5 7798 662.5 7925 661.6 8336 662.2 8610 GR 663.7 9639 666.1 8658 662.2 6735 661.8 8972 666.6 9600 OR 665.3 9627 666.2 9755 666.1 9781 666.0 9809 666.5 9986 OR 662.6 10036 661.2 10230 661.9 10286 666.6 10339 446.1 10528 _ O0. 165.5 10553 666.6 10639 666.2 10716 667.5 10778 665.7 10621 OR 663.9 10429 660.6 10869 638.9 10856 637.0 10863 635.7 10867 OR 635.7 10426 666.7 10939 667.6 10962 667.6 11026 667.1 11050 r ME SECTION 123 ET CARD USED TO MODEL LOW PIAWS /HIGR FLOWS DlFFERBBT1,T. jBEFFEmzw PLOW BS3AN POND LEVEE EL. 665.0 BTA 1395 -2663. CHANNEL SECTION ARIL 1 WBBL MODITZED PER EP -CDC (1 -94( r ET 7.1 9.1 9.1 9.1 3060 9790 1300 9790 E1 99620 97 6728 6935 9i0 960 960 OR 451.9 1000 667.2 1068 449.6 1006 667.6 1129 669.1 1161 OR 445.8 1360 445.0 1395 445.0 1422 445.0 1463 445.0 1474 OR 445.0 1589 445.0 1602 445.0 1916 445.0 1934 445.0 2122 r OR 445.0 2443 447.6 2516 450.7 2709 450.2 2953 447.6 3060 OR 442.1 3238 442.2 3489 430.9 3541 441.7 3580 442.3 3611 OR 442.4 3991 444.1 4728 435.3 4751 428.3 4773 428.3 4802 GR 428.3 4837 433.3 4854 443.1 4929 443.1 4933 442.9 4939 OR 440.8 5106 444.3 5235 443.9 3367 442.6 5375 444.5 $415 OR 445.1 5454 _ 443.5 5729 442.4 4140 435.5 6223 435.3 7179 OR 430.1 7186 442.7 7196 442.3 7300 441.5 7318 440.6 7422 OR 410.5 7446 438.5 7493 439.7 7506 441.2 7705 443.7 7753 OR 441.2 7864 443.1 8231 442.4 8262 440.9 8369 440.5 0273 OR 441.3 6278 441.7 8283 443.9 8292 442.3 8309 443.2 8924 OR 459.6 goal 459.2 9156 444.6 9204 444.6 9293 445.3 9318 OR 445.2 9389 442.6 9411 444.7 9433 444.3 9519 443.7 9559 OR 447.1 9880 446.6 9928 444.4 9958 449.3 9975 447.6 9987 OR 448.6 10014 440.1 10043 435.7 10055 435.7 10115 438.4 10118 ! GAL 441.3 10128 446.1 10360 447.3 10389 446.3 10564 430.3 10873 OR 450.0 11113 450.5 11242 449.2 11294 450.8 11307 451.2 11675 GR 430.6 11931 451.5 12051 FOLLOWING SECTIONS PER EFFECTIVE FIB MODEL SUVIAWV2 E1 100040 49 4035 4215 630 620 620 E3 9900 470 OR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 !� OR 442 1040 440.5 2500 441.2 2925 442.5 3080 443 3180 OR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 OR 430 4190 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 $600 444.5 5685 442 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 429.0 7500 440 7400 OR 441.6 7000 442 8200 443.6 8800 443.5 8900 446.5 9200 ^ OR 446.5 9350 447.5 9600 447.3 9450 428.3 9680 428.5 9720 OR 446 9740 447.9 9000 447 10400 446.9 10900 447 11000 OR 448 11100 45S 11200 457.5 11300 499.2 11420 1 73JUN94 16161/14 PAO6 14 r - ' Al 104600 75 3210 3423 2100 1500 4560 OR 450 620 446 740 446 1880 444 2200 444 3200 OR 444.17 3210 440.50 3238 440.00 3247 460.54 3250 440.44 2253 GR 439.74 3255 439.64 3260 436.04 3262 436.74 3266 433.64 3267 OR 428.04 3276 426.94 3313 427.54 3350 433.34 3360 438.94 3362 OR 442.34 3372 445.54 3398 446.44 3423 446 3740 447.3 3800 OR 446.5 4250 444 4450 446.2 4730 444 5300 644 $400 OR 443.90 6000 443.91 6033 443.87 6069 441.91 6246 441.42 6350 OR 441.10 6432 440.60 6553 439.70 6652 439.66 6751 440.35 6833 r OR 441.21 6960 439.53 6974 439.86 6997 441.77 7015 442.04 7050 OR 441.22 7156 442.24 7322 444.84 7334 444.83 7345 442.51 7358 OR 442.36 7561 443.03 7770 445.18 7981 445.72 8180 446.70 8387 OR 447.37 8599 447.40 6600 448.89 6842 438.14 8882 436.69 8903 OR 437.57 8923 444.10 8970 446.38 9019 448.12 9037 449.29 9129 GO. 434.81 9147 432.51 9152 431.80 9163 432.76 9180 434.18 9164 OR 444.35 9207 445.28 9219 447.16 9223 446.55 9223 449.48 9242 OT 4 29100 44700 52000 97500 at 103530 92 3550. 3662. 650 990 930 OR 460.0 1870. 453.5 2030. 450.0 2310. 451.0 2740. 453.0 3090. r . OR 447.5 3160. 444.2 3500. 440.5 3528. 440.4 3543. 419.7 3545. OR 439.6 3550. 438.0 3552. 436.7 3556. 433.6 3557. 422.0 3566. OR 426.9 3603. 427.5 3640. 433.3 3650. 438.9 3652. 442.3 3662. - OR 444.0 3690. 444.0 3840. 446.0 3930. 446.0 4050. 442.0 4690. OR 442.5 5000. 442.5 $320. 445.0 5550. 442.0 5830. 443.3 5975. OR 444.6 6000. 443.0 6059. 440.6 6182. 442.9 6193. 443.1 6260. F'^ OR 442.5 6286. 443.5 6295, 438.3 6335. 443.3 6353. 440.9 6454. OR 438.3 6460. 440.3 6472. 436.9 6502. 642.5 6536. 442.3 6592. OR 435.6 6613. 437.6 6685. 435.8 6694. 437.1 6738. 435.0 6747. OR 436.8 6785. 436.1 6815. 436.2 6904. 438.5 6910. 436.5 6926. r i r.. 4.R r I OR 638.5 6930. 636.1 6936, 637.3 7061. 661.1 7115. 662.2 7226. OR 660.2 7383. 662.3 7399. 661.8 7657. 639.2 7686. 661.5 7512. OR 666.0 7709. 665.6 8056, 667.3 0272. 667.6 8515. 663.9 aSS1. OR 666.1 8568. 669.6 8603. 669.6 8631. 668.5 8638. 660.5 8673. OR 666.5 8690. 667.5 8888. 668.6 0985. 660.9 9086. 650.6 9186. OR 650.8 9373. 636.6 9296. 633.7 9293. 630.5 9303. 629.5 9311. OR 632.0 9310. 635.0 9338. 637.6 9328. 665.3 9361. 647.6 9356. OR 669.3 9359. 650.0 9396. QT 4 20900 31700 37600 69000 Y1 106080 95 3126. 3233. S00 025 950 OR 660.0 1370. 653.5 1530. 650.0 1810. 651.0 2260. 653.0 2590. OR 667.5 2660. 666.7 3000, 660.8 3025. 639.7 3086. 661.7 3097. OR 639.6 2107. 639.1 3126. 632.2 3127. 626.3 3165. 621.2 3167. OR 623.5 3189. 630.9 3206. 633.7 3207. 638.3 3211. 660.8 3216. OR 661.2 3228. 663.5 3233,. 663.5 3265. 666.7 3201. 662.2 3330. OR 663.7 3392. 663.1 3621. 666.5 3635. 665.6 3503. 663.9 3565. OR 663.6 3621. 666.5 3670. 663.9 3726. _ 663.9 3766. 663.2 3771. OR 662.7 3809. 666.3 3861. 666.6 3911. 666.2 3969. 663.7 6015. OR 661.6 6069. 666.0 6070, 660.9 6222. 661.9 6253. 466.1 6276. OR 443.5 4714. 443.3 4961. 444.3 5553. 643.6 5700. 466.4 5925. OR 644.9 6357. 442.6 6832. 443.9 4921. 437.4 6941. 436.1 6994. OR 438.6 7009. 441.0 7013. 444.2 7200. 444.4 7313. 441.9 7337. 1 333Ug94 36141.14 PAGE 18 OR 444.1 7372. 446.5 7725. 446.9 7900. 447.4 BOB6. 447.6 8182. OR 443.7 0208. 449.5 8245. 449.7 0269. 447.0 0202. 444.6 8294. OR 445.3 8322. 449.4 8343. 450.0 4460. 443.7 8495. 446.0 8531. _ OR 448.5 0562. 450.2 8610, 449.3 0449. 490.0 8737. 448.4 8756. OR 450.1 8778. 432.4 8808. 452.0 0817. 449.5 8043. 439.2 8965. OR 435.0 8860. 432.2 8880. 435.0 0992. 447.1 0921. 445.5 8932. OR 444.8 0945. 448.0 8955. 447.9 9008. 447.2 9033. 450.1 9044. NC 0,070 0.070 0.060 K1 110590 40 9030 9340 1700 4300 4500 IT 0 0 0 4600 OR 449 3000 449.S 3850 448.5 4230 450.5 4520 449.5 4710 OR 451.5 5170 448 5300 448 3940 449 6300 446.5 7000 OR 447.5 7220 441.5 7260 447 7330 448.5 7560 446.5 7570 OR 446 7750 447.5 8100 446.5 8680 449.5 9030 447 9080 OR 441 9110 443 9150 429 9180 424 9220 437.5 9250 OR 445 9300 448 9340 448.5 9550 447 9800 446.3 10470 OR 444.5 10480 444.5 10630 447.5 10650 447.5 10800 445.5 1OB70 OR 448.5 11170 448 11480 442 11500 441.5 11900 449 11930 I 233UM94 16141,14 FROM 36 BECNO 0E9TS CNBEL CRIME WBBLR SO BV BL owes L -BANK ELN Q QLOO OCR QROS ALOB Red ROOM VOL "A R -BANK ELEV T3M0 V1.00 VCN VROB FRI. ENCS MR 492N ELKIN G=A ELOPE amour. XLC KIABR ITRIAL IOC ICONT CONMI "MID MOST •v8ov 1 0 CCEV. .100 CEOY. .300 1490 NO CARD Uses .6ECN0 83000.000 3265 DIVIDED FLOW 85000.000 23.81 435,01 .00 435.81 435.97 .16 .00 .00 439.00 22400.0 1540.7 6734.4 14304.8 999.7 3316.4 3798.7 .0 .0 439.00 .00 1.54 2.03 3.71 .030 .075 .035 .000 412.00 1102.85. .000357 350. 250. 200. 0 0 0 .00 1139.36 5170.16 1490 NE CARD USED •SECNO 66560.000 3265 DIVIDED FIRM 3202 MARNINGI CONVEYANCE CSANQE OUTSIDE OF ACCBPTABL6 RANGE. KRKTIO . 2.17 3470 ENCROACBMENT STATIONS. 2000.0 7100.0 TYPE. 1 TARGET. SI00.000 06590.000 26.10 436.10 .00 .00 436.14 .03 .16 .01 436.00 22400.0 3399.3 4505.8 14494.9 3972,2 3632.5 9382.0 329.1 44.9 438.00 .22 .86 1.24 1.54 .050 .060 .035 .000 410.00 2098.95 .000076 1200. 1560. 900. 2 0 0 .00 2525.21 7100.00 1490 NE CARD USED •8ECN0 87530.000 r i ..... ...........u................... NW -2 MATER SIDPACE PRO►ILBS ar61o......6.a May 2 9 91 .......... 9999.. 9999 9999. THIS RON RINCUTED 33JVN94 16642sO4 r ROTE- ASTERISE (.) AT LEFT OF CMBB- e8CTI0R NUMBER 3MDICATEB MESSAON IN SUMMARY OF &WORE LIST •. 10 YEAA ..... D39c" SUMMARY PRIM20UT TABLE ISO r I A 63=0 SLOB ZLTRD 30.3.0 -AIR 0 CMBRL CRIRR m 10.88.. VCB AREA .AIR 85000.000 .00 .00 .00 412.00 22400.00 435.83 .00 435.97 3.57 2.03 8114.79 21658.36 85000.000 .00 .00 .00 412.00 36500.00 438.17 .00 438.27 3.84 2.20 15636.53 18634.09 85000.000 .00 .00 .00 412.00 44200.00 439.28 .00 439.36 3.34 2.15 20283.96 23507.92 65000.000 .00 .00 .00 412.00 94300.00 444.50 .00 444.56 2.07 2.03 42763.45 58596.97 66360.000 1560.00 .00 .00 410:00 22400.00 436.10 .00 436.14 .76 3.24 16987.50 25736.60 • 96560.000 1560.00 .00 .00 410.00 36500.00 438.41 .00 438.45 .90 1.48 23467.02 39545.13 66560.000 1360.00 .00 .00 410.00 44200.00 439.49 .00 439.54 .93 1.88 27148.05 45730.27 . 86560.000 1560.00 .00 .00 410.00 84300.00 444.64 .00 444.70 .90 .1.84 44974.88 98718.04 97530.000 970.00 .00 .00 410.00 24400.00 436.06 .00 436.43 12.63 5.77 6570.49 6065.70 87530.000 970.00 .00 .00 410.00 39900.00 438.43 .00 439.74 11.17 5.03 11095.88 11937.41 87530.000 970.00 .00 .00 410.00 48600.00 439.54 .00 439.83 10.18 5.73 13601.34 15235.09 . 87530.000 970.00 .00 .00 410.00 91100.00 444.71 .00 444.92 5.82 5.01 26349.97 37901.60 87600.000 270.00 .00 .00 410.00 24400.00 436.32 .00 436.73 10.70 5.64 5284.21 7460.46 87800.000 270.00 .00 .00 410.00 39900.00 438.58 .00 439.12 13.37 6.80 8370.31 10910.54 97B00.000 270.00 .00 .00 410.00 48600.00 439.64 .00 440.19 13.50 7.06 10063.07 13227.27 87800.000 270.00 .00 .00 410.00 91200.00 444.71 .00 445.17 9.82 6.91 19572.13 29104.80 97969.000 69.00 .00 .00 410.00 24400.00 436.42 .00 436.06 1942 5.67 5374.56 5494.34 97869.000 69.00 .00 .00 410.00 39900.00 438.68 .00 439.33 28.09 7.18 7237.21 7529.53 . 87869.000 69.00 .00 .00 410.00 48600.00 439.74 .00 440.49 31.64 7.82 8131.75 9639.41 . 87869.000 69.00 .00 .00 410.00 91200.00 444.74 .00 445.65 35.31 9.02 13551.49 15347.08 07870.000 1.00 442.50 430.00 410.00 24400.00 436.42 .00 436.86 27.59 5.73 5236.31 4643.10 87970.000 1.00 442.50 450.00 410.00 39900.00 430.69 .aO 439.34 39.73 7.21 704S.94 6330.30 97070.000 1.00 442.50 480.00 410.00 49600.00 439.74 .00 440.49 44.93 7.82 7924.51 7230.70 . 87670.000 1.00 442.30 450.00 410.00 91200.00 444.71 .00 445.77 102.04 9.54 12056.85 9028.49 87980.000 90.00 442.50 450.00 410.00 24400.00 436.71 .00 437.12 25.43 S.S3 5462.66 4839.54 B7960.000 90.00 442.50 450.00 430.00 39900.00 439.13 .00 439.72 35.35 6.86 7415.97 6710.57 87960.000 90.00 442.50 450.00 410.00 48600.00 440.26 .00 440.92 39.56 1.41 8339.73 7727.12 87960.000 90.00 442.50 430.00 410.00 91200.00 445.70 .00 446.75 116.92 9.61 12321.80 9434.41 1 2330894 16,41614 PAGE 75 88X710 1148 ELWD SI.7.0 IO.MIM 0 0006 CRSMS NO 10.18 VCR AREA .01E 07961.000 1.00 .00 .00 410.00 26400.00 436.72 .00 437.13 18.09 5.47 5616.27 5736.45 07961.000 1.00 .00 .00 410.00 39900.00 439.14 .00 439.72 24.90 6.83 7621.26 7993.48 87961.000 1.00 .00 .00 410.00 48600.00 440.26 .00 440.93 27.69 7.40 4537.86 9336.24 . 07961.000 1.00 .00 .00 410.00 91200.00 446.40 .00 447.02 24.40 7.55 16437.23 10464.22 B8000.000 39.00 .00 .00 410.00 24400.00 436.76 .00 437.25 22.69 6.05 5097.61 5122.63 46000.000 39.00 .00 .00 410.00 39900.00 439.20 .00 439.66 33.53 7.36 6876.76 6890.58 08000.000 39.00 .00 .00 410.00 48600.00 440.35 .00 441.09 37.48 7.84 4059.67 7938.81 48000.000 39.00 .00 .00 410.00 91200.00 446.62 .00 447.14 20.97 7.17 16069.98 19513.38 88030.000 30.00 449.50 466.90 610.00 26600.00 436.07 .00 437.22 18.92 5.84 5308.93 5623.09 48030.000 30.00 449.50 446.50 410.00 39900.00 439.34 .00 439.98 26.64 7.34 7320.52 7729.77 88030.000 30.00 449.50 446.50 410.00 48600.00 440.49 .00 441.20 29.35 7.78 8633.68 8970.14 08030.000 30.00 449.50 446.50 410.00 91200.00. 446.85 .00 447.25 35.20 6.09 18760.79 15372.78 06050.000 20.00 449.30 446.50 410.00 24400.00 436.91 .00 437.36 18.63 5.81 3341.59 5652.86 08050.000 20.00 449.50 446.30 410.00 39900.00 439.40 .00 440.04 26.24 7.20 7370.67 7789.68 89030.000 20.00 449.50 446.50 410.00 46600.00 440.56 .00 441.26 28.82 7.72 8738.27 9053.31 88050.000 20.00 449.50 446.50 410.00 91200.00 446.92 .00 447.32 34.83 6.06 16806.95 15452.00 88160.000 110.00 .00 .00 410.00 24400.00 437.04 .00 437.78 34.02 7.15 4339.52 4183.56 38140.000 110.00 .00 .00 410.00 39900.00 439.63 .00 440.49 37.40 8.37 8411.85 6517.61 88190.000 110.00 .00 .00 410.00 48600.00 440.82 .00 441.73 38.33 S.85 10137.62 7050.02 88160.000 110.00 .00 .00 410.00 91200.00 447.07 .00 447.86 28.29 9.25 19204.40 1734S.84 88450.000 290.00 .00 .00 410.00 24400.00 430.03 .00 438.67 26.05 6.35 5831.21 4780.71 • 88450.000 290.00 .00 .00 410.00 39900.00 440.97 .00 461.31 18.01 6.43 16063.59 9401.62 6_ r 68600.00 4 42.23 .00 442.60 16.95 4.31 29746.37 11805.0 • 08 450.000 390.00 .00 .00 410.00 448.14 .00 440.50 10.96 6.17 38061.48 27551.40 $8450.000 290.00 .00 .00 610.00 91200.00 409.90 74400.00 439.77 .00 439.92 7.59 3.96 6975.94 2855.15 89730.000 780.00 .00 .00 39900.00 442.16 .00 442.23 4.56 3.30 34502.03 1/682.90 •� 89230.000 780.00 .00 .00 401.90 443.38 .00 443.35 3.71 3.14 30592.45 24967.10 { 09730.000 780.00 .00 .00 409.90 48600.00 448.84 448.88 1.66 1.30 60465.52 70877.93 • 89730.000 700.00 .00 .00 409.90 91200.00 .00 410.67 84400.00 440.40 .00 440.61 7.59 4.38 7717.44 8958.48 �V. 90110.000 980.00 .00 .00 443.54 443.60 4.21 3.30 38538.32 1943/.03 10210.000 980.00 .00 •00 410.17 31100.00 .00 443.67 3.80 3.08 36317.30 24932.13 90210.000 980.00 .00 .00 410.67 48600.00 447.12 .00 449.04 2.19 2.81 63537.77 61635.77 90210.000 980.00 .00 .00 410.67 91200.00 449.00 .00 413.60 24400.00 441.18 .00 441.36 13.09 4.15 0170.20 67/3.00 91050.000 940.00 .00 .00 39900.00 442.14 .00 443.07 10.54 3.16 21873.30 32707.36 91050.000 840.00 .00 .00 412.60 443.91 .00 444.08 1.69 3.26 160 01.17 • 93030.000 $40.00 .00 .00 413.60 48600.00 449.25 4.41 3.30 $4496 54496.33 63660.{{ 91050.000 960.00 .00 .00 412.60 91200.00 449.19 .00 410.19 24400.00 443.00 .00 443.07 4.46 2.43 12195.33 11553.88 91050.000 1000.00 .00 .00 39900.00 443.69 .00 443.75 4.83 7.64 23$39.45 19149.76 • 93050.000 1000.00 .00 .00 410.39 48600.00 444.65 .00 444.71 4.83 2.74 26631.63 22141.01 92050.000 1000.00 .00 .00 410.31 40.56 449.63 3.53 7.80 46754.93 48533.43 93050.000 1000.00 .00 .00 410.19 11200.00 .00 ' 1 PB 76 33MR14 16143 x 14 r' 03CNO 23.06 6LT8D EIMC - II.NIN 0 CNSU CNINB NO 10.08 VCB ,RNL .014 415.90 24400.00 441.40 .00 441.56 8.19 3.41 7116.69 8477.63 93860.000 $30.00 .00 .00 415.90 39900.00 444.06 .00 444.14 5.47 2.17 19375.15 17066.37 93800.000 830.00 .00 .00 48600.00 445.03 .00 445.10 5.48 7.09 17301.49 30763.02 970 00.000 830.00 .00 .00 415.90 449.83 .00 449.91 4.14 '3.13 39070.13 44843.61 11880.000 830.00 .00 .00 415.90 91200.00 r 414.50 24400.00 443.12 .00 443.45 11.17 4.63 5603.93 7211.64 93660.000 760.00 .00 .00 79900.00 444.65 .00 444.92 11.04 5.13 134!].59 17006.41 93660.000 780.00 .00 .00 414.30 445.62 445.86 .O 5.04 17348.07 13471.09 !2460.000 780.00 .00 .00 414.50 49400.00 .00 450.38 4.50 0 4 4.00 3]836.03 41986.71 13460.000 780.00 .00 .00 414.50 $2200.00 450.21 .00 434.00 24400.00 443.93 .00 444.19 40.01 10.09 3103.41 3819.48 97710.000 50.00 .00 .00 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91100.00 450.49 .00 • 93840.000 60.00 439.00 446.00 416.42 34400.00 444.69 .00 445.23 12.11 5.12 3.01 $924.04 20779.79 7010.58 13010.73 13840.000 $0.00 439.00 446.00 416.43 39900.00 446.25 .00 446.23 9.40 10.73 3.11 23001.51 14924.74 P• 93 /60.000 60.00 439.00 464.00 616.47 48600.00 446.68 .00 446.77 450.67 3.78 2.34 47164.59 37945.38 • 93840.000 60.00 439.00 446.00 416.42 91100.00 450.60 .00 417.48 24400.00 444.93 .00 443.35 15.31 5.66 5347.12 6133.27 93810.000 50.00 .00 .00 417.48 39900.00 440.38 .00 446.40 4.98 4.07 10713.21 15101.06 93810.000 50.00 .00 .00 441.71 {46.85 7.92 4.41 22893.61 17717.57 �. 93890.000 50.00 .00 .00 417.48 484 00.00 .00 150.70 4.35 3.77 64367.81 63706.57 93010.000 50.00 .00 .00 417.48 91100.00 430.63 .00 413.50 24400.00 446.07 .00 446.08 1.11 1.40 23129.47 33177.14 97710.000 3830.00 .00 .00 423.50 39900.00 446.86 .00 446.88 1.41 1.64 33670.66 33598.01 • 97710.000 3820.00 .00 .00 447.74 447.37 1.57 1.78 39374.32 38740.14 • 17710.000 3870.00 .00 .00 473.50 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39900.00 447. 0 .00 447.51 1.99 1.95 46810.4 4 32301.97 100040.000 610.00 .00 .00 428.30 48600.00 448.06 .00 468.06 1.12 2.10 070].{3 5 37411.04 100040.000 620.00 .00 .00 91300.00 431.67 .00 451.50 1.83 3.21 80206.14 67468.67 100040.000 610.00 .00 .00 478.30 9`• r I"� 6.11 2.39 33580.16 1198 96 11100.00 46.99 116. 1 .00 447.02 440.15 1.91 1.77 31791.34 18005.09 21,81.08 + 101600.000 4560.00 .00 .00 00 426.94 39900.00 148.12 .00 .00 449.74 5.01 I.B ! ]7666.07 65604.99 40197.91 • 104600.000 4560.00 •00 426.94 48600.00 446.70 131.9! 3.66 2.80 • 104600.000 4360.00 .00 .00 .00 636.96 91100.00 651.95 .00 1.89 25741.40 15773.96 • 104600.000 4560.00 .00 447 .00 447.36 7.40 3.46 ]2771.1] 21]1].30 .00 426.90 29100.00 .32 448.53 58 ,00 648.18 4.40 32 36311.36 24460.42 105530.000 (70.00 •00 00 .00 43{•90 44700. 445.2 .00 149.. 4.66 1 57051.60 45286.9 1055]0.000 !30.00 .00 476.90 53800.00 452.35 1.61 .99 105530.000 910.00 .00 .00 9 .00 170.90 97500.00 437.29 .00 71503.31 13773.37 105530.000 930.00 .00 447.56 .00 647.61 3.17 2.86 3.10 29300.31 17180.71 550.00 .00 .00 421.20 20900.00 440.93 .00 448.99 3.40 3.11 7.16 20210.09 306080.000 106080.000 350.00 .00 .00 423.30 71700.00 421.10 37400.00 449.45 .00 449.49 452.64 $4371 2.89 ].20 51]71.67 60636.68 r 106080.000 550.00 .00 .00 .00 411.30 69000.00 457.61 .00 9203.00 106090.000 $50.00 .00 14 449.8 .00 449.1 5.07 2.44 16528.37 2.41 26621.83 15006.10 4500.00 .00 .00 4]6.00 20900.00 450.33 .00 450.36 4.46 4.19 3.45 28345.01 11369.1! - 110500.000 4500.00 .00 .00 414.00 31700.00 450.88 00 450.91 2.98 3.11 48163.93 3!!61.!5 130580.000 4300.00 .00 .00 424.00 ]7400.00 453.67 ,00 453.71 310580.000 .00 63!•00 59000.00 r 110380.000 4500.00 .00 PAGE 79 230UR94 16,41,14 •• 10 38M ...... DIBC99. - OUMMBR7 pRIWMUT T88LR 150 r 80L DIPM D2r"X DIP818 TOPMID CN BP RLC BECRO 0 1139.36 .00 85000.000 31100.00 433.81 .00 .00 .00 2.11 00 .00 7999.52 .00 85000.000 36300.00 439.17 1.11 00 ,00 4399.44 .00 00 83000.000 46100.00 439.28 5.12 00 .00 4]13.]9 p � • 85000.000 84300.00 444.50 1525.21 1560.00 86360.000 13400.00 1]6.10 00 .29 .00 .00 ]345.1] 1560.00 • 86360.000 36500.00 638.11 2.30 .34 ,00 3448.67 1560.00 • • 14560.000 44200.00 439.49 .01 1.09 11 ,pp 7470.38 3.15 1360.00 • 86560.000 04300.00 444.64 970.00 24400.00 436.04 . - .04 .00 1737.36 2226.39 970.00 67530.000 87530.000 ]9900.00 438.43 2.37 .03 .00 .00 3289.53 970.00 • 87530.000 18000.00 439.31 .OS 5.1� 07 •00 3477.86 970.00 • • 97330.000 91100.00 444.71 270.00 p. 24400.00 436.]3 00 .26 ,00 917.27 1580.75 370.00 ,7B00.000 87000.000 39900.00 438.59 2 . 0 L 11 •00 10 .00 1513.86 270.00 - 87800.000 48600.00 439.64 ! �� .00 .00 1691.63 270.00 87800.000 91100.00 444.71 69.00 87869.000 34400.00 0 6.42 00 7$9.13 00 . 30 11 ,00 043.17 69.00 '^ • 870,!.000 3!900.00 438.60 1.37 ,p0 159.39 09.00 8780.000 99,00.00 439.74 .30 .00 1709.70 69.00 _ • 8786!.000 91100.00 446.74 5.00 .03 1.00 17870.000 24400.00 436.63 00 .00 00 701.39 .00 00.16 1.00 07870.000 ]9900.00 438.69 3.27 .00 .00 .00 059.54 1.00 87870.000 16,00.00 439.74 :.'6 _ 02 .00 1709.05 1.00 • 07070.000 91700.00 444.71 90.00 87960.000 24100.00 - 436.71 00 .29 00 797.39 41 ,00 850 .10 90.00 17960.000 39900.00 4 0.13 S1 X00 $61 067.31 90.00 r. 87960.000 48,00.00 1440.76 1 .12 5.45 pp .00 1733.96 90.00 07960.000 91200.00 141.70 797.46 1.00 87961.000 21400.00 436.73 * 00 .01 ,00 85 .00 0.15 07111.000 39900.00 U9.14 2.42 .O1 .00 867.57 1.00 07961.900 48600.00 440.16 1.13 •O1 70 .00 1753.30 1. 00 '', • 87961.000 91700.00 446.40 6.10 39.00 ' 98000.000 31400.00 430.76 .00 • 00 664.65 0 7 .00 776.01 39.00 88000.000 39900.00 439.20 .00 1569.29 39.00 86000.000 48fi00.00 140.35 1.15 .09 6.27 .22 .00 1,09.11 ]9.00 88000.000 91100.00 446.63 79 P900 1 330UM94 16 , 4L 16 DIPMBP DIP182 DIFIVS TOPMID 3f.CR WHO 0 CKM .00 708.15 30.00 98030.000 14400.00 436.87 .00 .33 14 00 934.09 30.00 88030.00 39900.00 439.34 .13 .00 1966.42 30.00 88030.00 48600.00 140.19 1.15 6.36 .2] .00 1679.94 30.00 �• 89030.000 91100.00 446.95 20.00 .0l .00 789.13 960 50.000 24400.00 436.91 .00 I"� r 88050.000 39900.00 439.40 2.69 .07 .00 836.95 1567.65 70.00 20.00 90050.000 49600.00 440.56 1.16 .00 .00 1679.36 20.00 88050.000 91200.00 446.92 6.36 .07 .00 80140.000 24400.00 437.04 .00 .13 .00 654.57 110.00 �. 89160.000 39900.00 439.63 2.59 .23 2.59 1450.00 110.00 - 68160.000 49600.00 440.82 1.19 .26 3.78 1450.00 110.00 68160.000 91700.00 447.07 6.75 .15 10.04 1450.00 110.00 894SO.000 24400.00 438.02 .00 .98 .00 1949.57 290.00 r 88450.000 39900.00 440.97 2.95 1.34 2.95 7944.76 290.00 • 88450.000 48600.00 442.23 1.26 1.41 4.71 2956.16 290.00 • BB450.000 91200.00 448.24 6.01 1.16 10.22 3065.00 290.00 • 69230.000 74400.00 439.72 .00 1.70 .00 1203.51 780.00 89230.000 39900.00 442.14 2.42 1.17 2.42 $236.00 780.00 89230.000 48600.00 443.38 1.14 1.05 3.56 5418.01 780.00 • 99230.000 91200.00 448.84 5.55 .40 9.12 5418.08 780.00 90210.000 24400.00 440.40 .00 .69 .00 2.13 1689.23 5318.11 940.00 980.00 90710.000 39900.00 442.54 2.13 .40 3.21 5374.83 980.00 p., 90210.000 48400.00 443.62 1.08 .33 8.59 5444.00 980.00 90210.000 91200.00 649.00 5.38 .16 93050.000 24400.00 441.18 .00 .78 .00 7051.31 940.00 91050.000 39900.00 442.94 '1.77 .42 3.77 4928.77 040.00 • 91050.000 48600.00- 443.98 1.03 .37 2.80 5095.79 840.00 !� 91050.000 91200.00 449.19 3.21 .19 0.01 5329.81 840.00 • 92050.000 24400.00 442.00 .00 .82 .00 1651.17 1000.00 • 97050.000 39900.00 443.69 1.68 .73 1.66 3845.47 1000.00 92050.000 48600.00 444.65 .96 .67 2.65 3990.13 1000.00 92050.000 91200.00 449.56 4.91 .37 7.56 4100.00 1000.00 92680.000 24400.00 442.40 .00 .40 .00 1046.67 830.00 92880.000 39900.00 444.06 1.65 .37 1.65 3379.65 830.00 97800.000 48600.00 445.02 .96 .37 1.61 7.42 3372.42 3450.00 030.00 930.00 92000.000 91100.00 449.83 4.81 .26 93660.000 24400.00 443.12 .00 .71 .00 826.26 780.00 93660.000 39900.00 444.65 1.53 .59 1.53 3642.87 780.00 93660.000 48600.00 445.62 .97 .61 2.51 4207.22 780.00 93660.000 91200.00 450,26 4.64 .43 7.14 6610.00 780.00 r 2330094 16,41,14 99090 0 C XL DIP99P DIP987 DIP2P8 TOMD 1308 r 93710.000 24400.00 442.93 .00 -.18 .00 850.00 $0.00 • 93710.000 39000.00 444.61 1.47 -.04 1.67 3480.18 50.00 92710.000 49600.00 445.60 .99 -.02 2.47 4110.45 50.00 93710.000 91200.00 450.26 4.66 .00 7.32 1150.00 50.00 93750.000 24400.00 443.88 .00 .94 .00 698.59 40.00 93750.000 39900.00 444.73 .85 1.27 .12 AS 2.12 3739.88 4490.53 40.00 40.00 93750.000 • 93750.000 48600.00 91200.00 446.00 450.44 4.43 .40 .19 6.57 6600.00 40.00 93780.000 24400.00 444.14 .00 .27 .00 714.34 30.00 r. • 93740.000 39900.00 445.86 1.71 1.13 1.71 4474.60 30.00 93780.000 40600.00 446.29 .44 .30 2.15 4534.44 30.00 93780.000 91200.00 450.49 4.19 .04 1.34 6600.00 30.00 93840.000 34400.00 444.89 .00 .74 .00 1050.00 60.00 93840.000 39900.00 446.23 1.37 .40 1.37 4972.04 60.00 93040.000 46600.00 446.18 .43 .39 1.79 50S4.61 60.00 • 93940.000 91200.00 450.60 3.92 .11 5.71 6592.03 60.00 93890.000 24400.00 444.93 .00 .04 .00 1050.00 50.00 93990.000 39900.00 446.24 1.35 .03 1.25 4979.06 50.00 93890.000 49600.00 446.71 .43 .03 1.78 5093.74 50.00 93890.000 91200.00 450.62 3.91 .02 5.69 6592.14 50.00 • 97710.000 24400.00 446.07 .00 1.14 .00 5204.14 3970.00 • 97710.000 39900.00 446.86 .80 .58 .80 7679.99 3920.00 97710.000 48600.00 447.34 .48 .63 1.29 7719.00 3830.00 • 97710.000 91200.00 450.95 3.61 .33 4.88 7719.00 3820.00 ',. • 98460.000 24400.00 446.20 .00 .13 .00 5803.49 750.00 • 90460.000 39900.00 447.03 .93 .17 .93 7930.00 750.00 98440.000 48600.00 447.53 .50 .19 1.33 7630.00 750.00 • 98440.000 91200.00 451.07 3.55 .13 4.88 7830.00 750.00 99420.000 34100.00 446.43 .00 .33 .00 6670.78 960.00 99420.000 39900.00 447.36 .93 .33 .93 7673.13 960.00 99420.000 48600.00 467.99 .53 .36 .47 7723.13 960.00 99U 0.000 91300.00 451.34 ].43 .77 4.91 4 8360.67 960.00 PO BO r•. PAGE 01 PACE 02 f" 100060.000 24600.00 666.51 .00 .09 .00 9663.81 620.00 ,. 100060.000 39900.00 447.69 .99 .13 .90 9971.00 610.00 100060.000 69600.00 669.06 .55 .15 1.53 6097.33 620.00 100060.000 91200.00 651.61 3.63 .13 6.96 8900.00 620.00 0000 • 1066.0 16600,0 0 666,9 9 0 7]90 ..0 .6] .OD .30 6560.00 • 106600.000 39900.00 668.32 1,17 .62 1.3] 6339.05 6560.00 • 106600.000 68600.00 649.70 159 .66 1.71 0300,31 6560.00 104600.000 91200.00 451.95 3.35 .42 6.96 8622.00 6560.00 23JUN94 16,41,14 ' S8CNO G CN6EL DIFWSP DIFWSx DIFEWS TOPWID =3 105530.000 19100.00 447.32 .00 .34 .00 5504.67 930.00 105330.000 66700.00 440.53 1.21 .41 1.31 5071.65 930.00 105330.000 53000.00 469.13 ,60. .43 1.01 6011.25 930.00 105530.000 97500.00 452.29 3.16 .36 4.97 7134.36 930.00 106060.000 20900.00 447.36 .00 .24 .00 5016.71 $50.00 106080.000 31700.00 648.03 1.37 .31 1.27 5993.34 350.00 106000.000 37400.00 449.45 .62 .32 1.99 6077.S9 $50.00 106000.000 69000.00 452.61 3.16 .31 5.04 7360.93 550.00 110560.000 20900.00 449.14 .00 1.57 .00 6422.34 4500.00 110560.000 31700.00 450.33 1.19 1.49 1.19 7016.07 4500.00 110500.000 37600.00 450.60 .56 1.43 3.75 7163.63 4500.00 110380.000 69000.00 653.67 2.79 1.06 4.53 7330.00 4500.00 � 1 23JUK96 16.41.14 BUMWANT OP EPROM An SPECIAL NOTES '"WINO SECNO. 06560.000 PROFILE. 1 CONVEYANCE CHAMOR OUTSIDE ACCEPTABLE RANOE AAWING SECNO. 86560.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .. NARKING BECNO. 86560.000 PROFILE. 3 CONVEYANCE CHANW OUTSIDE ACCEPTABLE RANGE 4AWING SECWO. 86560.000 PROFILE. 4 CONVEYANCE CHANCE 0=103 ACCEPTABLE PANGS /+ OPENING SECMO. 87330.000 PROFILE. I CONVEYAMCE CHANCE OUTSIDE ACCEPTABLE SPECS y NAMING 0ECN0. 87530.000 PROFILE. 2 CONVEYANCE CRANES OUTSIDE ACCEPTA BARON NAMING 6VC190. 07530.000 PROPI26. 3 COEV ANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' GAMING SECHG. 67530.000 PROFILE. A CONVEYANCE CHARGE OUTSIDE ACCEPTABLE RANGE OWRING ON"" 07469.000 PROFILE. 2 CORVETASCE CHANCE OUTSIDE ACCEPTAB3A RANGE NAMING HECNO. 47069.000 PROPILE. 3 CONVEYANCE CHANGE OUTSIDE ACCZPTABLH RANGE WARNING BECKS. 07869.000 PROFILE. 6 COWVRIAMCE CHANGE OUTSIDE ACCIPTABId MASON WARNING BECNO. 47070.000 PROFILE. 4 CORI2TANCH CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 87961.000 PROVILH. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECWO. 06450.000 PROFILE. 2 CONVBTANCR CHANGE OUTSTUR ACCEPTABLH RANGE NAMING SECNO. 98450.000 PROPI 3 CONVETANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING 4ECN0. BB430.000 PROFILE. 4 CONVETANCE CHANGE OUTSIDE ACCEPTABLE RANGE NARKING SECMO. 09330.000 PROPILH. 1 CONVEYANCE CHANGE OUTSIDE ACCEPM&SLE MARCH WARNING BECNO. 89230.000 PROFILE. 3 COW6TANCE CHANGE OUTSIDE ACCEPTABLE MANCE NAMING SRCNO. 09230.000 PROFILE. 3 CONVEIANCR CRANOE OUTBTDE ACCEPTABLE PRNGE NARKING BECNO. 89236.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACC6PTABW MANGE WARNING SHCHO. 91050.000 PROFILE. 2 CONVEYANCE CRANOR OUTSIDE ACCHFTA6LE PANGS WARNING MICRO. 91050.000 PROFILE. 3 CONVOY"" CHANGE OUTSIDE ACCEPTABLE RANGE MARRING BECNO. 92050.000 PROFILE. T CON96YAKR CRPNOE OUTBIDS ACCEPTABLE MANOR NAMING SECNO. 92050.000 PROFILE. 1 CONVETANCE CHANGE OUTBIDS ACC6PTASLI6 RANGE WARNING BOURG. 93710.000 PROFILE. 1 CONVEYANCH CHANCE OUTSIDE ACCEPTABLE PANGS • WARNING $&MO. 93710.000 PROFILE. 2 CONVEYANCE CHANCE OUTBIDS ACCRPT'ABLE RANGE NAMING SECMO. 93750.000 PROFILE. 2 COKVEYRNCB CHANGE OUTSIDE ACCEPTABLE RANGE WARNING BECHO. 93750.000 PROFILE. 3 CONV6TANCE CHANGE OUTBIDS ACCEPTABLE RANGE WARNING SHCHO. 93750.000 PROFILE. 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SAC00. 93780.000 PROFILE. 2 CONVETMCB CHANGE OUTSIDE ACCEPTABLE RANGE NAMING SECNO. 93840.000 PROP118. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93440.000 PWFILN. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTANLE RANGE NAMING 0=90. 93840.000 PROVTLB. 3 CONVETANCH CHANGE OUTBIDS ACCEPTABLE RANGE WARNING SECSO. 93640.000 PROPILH. 6 CONVEYANCE CHANGE OUTSIDE ACCBPTAHIH RANGE WARNING RSCN0. 97710.000 PROFILH. 1 00SIMANCE CHANCE OUTBIDS ACCEPTABLE RAMON r•. PAGE 01 PACE 02 NARKING BBCRO. 98460.000 PROPILI. I CONVBTAWCB CBANQ GUTBIDI ACCBP 1"M WARKING I8CN0. 98460.000 PROP2Ii. 3 CONVRYUM CNANOR OOTKIDK ACCBPTABL. RAN" P� YARNING BBCNO. 9@460.000 PROPILB. 3 CONVBYANM Cum= OMIDB ACCRPTABLR RMOR 1 WARNING BBCNO. 98460.000 WARNING BtCRO. 97110.000 PROPILI. 3 CON YANCB CBARGt OUTBID[ ACCBPTABLB RANG[ 'ARWIWG BICNO. 91110.000 PROPZLB. 3 CONVIYANCI CNANGB O IDZ ACCRPTA RANG[ d ING BKCNO. 91110.000 PROPILI. 4 COI YAWCI CNAPGI OUTBIDB ACCBPTA 1U1N48 230UN94 16,41.14 PAUL 43 NARKING BBCRO. 98460.000 PROPILI. I CONVBTAWCB CBANQ GUTBIDI ACCBP 1"M WARKING I8CN0. 98460.000 PROP2Ii. 3 CONVRYUM CNANOR OOTKIDK ACCBPTABL. RAN" P� YARNING BBCNO. 9@460.000 PROPILB. 3 CONVBYANM Cum= OMIDB ACCRPTABLR RMOR 1 WARNING BBCNO. 98460.000 PMPI=: t CONPKTA CBAN48 OD1BI08 ACC8PTA RANOB ' WARNING 88CR0. 99420.000 PROPILB. 1 CONVITANCB CBAN48 O IDt ACCBPTABLB RANG] WA INO BICRO. 99420.000 PROPIId 2 COIVBYANC6 CBANGI O IDR ACCBPTABLB pAp4t WARNING BICNO. 99420.000 PROPILI. 3 CONVBYANCB CBANGI ODTBIDB KCZMARLI R3JIG8 r WARNING BtCND. 104600.000 PROPILB. 1 COWVSYANCB CBANOI OUTBID@ ACCSPTABLI M WARNING BICNO. 104600.000 P. 2 OUTB x CONVBYAKCI CIANGt ID@ ACCePTABLI RANOI MARKING 5=0. 106600.000 P"ROV=PZLB. 7 CONVBYlKCB CBAN46 OUT8IO8 ACCHPTABL8 pABG6 r r r r I r (i FLOODI[ LAIN HYDRAULICS STUDY ELM FORK TRINITY RIVER FOR CONDITIONAL LETTER OF MAP REVISION REQUEST 15.9 ACRE SANDY LAKE ROAD PROPERTY TY CITY OF COPP ELL, TEXAS I ��i • t ii AR K D. WAL_ T_TERR 88889 : W IST } � f s� DNA4 - N DM /� NATHAN D. MAZER y '�/I CONSULTING ENGINEERS - mc. Doll.i. T.9a• 1 219) 739.9791 NDM NATHAN D. MAIER CONSULTING ENGINEERS. INC. July 30, 1996 r Mr. Ken Gruen, P.E. (' City Engineer, City of Coppell 255 Parkway Boulevard Coppell, Texas 75019 r Subject: Floodplain Hydraulics Study Conditional Letter of Map Revision Request 18.9 acre Sandy Lake Road Property Dear Mr. Griffin: We are hereby initiating a request for a Conditional Letter of Map Revision ( CLOMR) for an 18.9 acre tract of land located adjacent to Sandy Lake Road. This study report addresses the ftoodplain hydraulic analyses performed in accordance with the regulations of the National Flood Insurance Program (NFIP) as administered by the Federal Emergency Management Agency (FEMA). The text explains the procedures followed and the results of the evaluations, supported by ten appendices of technical data. This is intended as a complete package for review by the City of Coppell (City) and the FEMA. The required FEMA Application/Certification Forms are provided in Appendix C. City approval of this CLOMR request should be indicated by execution of the signature block at the end of the Revision Requestor and Community Official Form (Form 1). If you 1 have any questions or need any additional information, please let us know. Thank you for 11 your assistance. 1 Sincerely, NATHAN D. MAIER CONSULTING ENGINEERS, INC. Mark D. Walter, P.E. 'I` Three North Park / 8800 N. Central Expwy. / Suite 300 / Dallas, Texas 75231 / 1214) 739�47-ld I TABLE OF CONTENTS INTRODUCTION.................................................................................... ..............................1 METHODOLOGY................................................................................... ..............................2 Ir RESULTS ................................................................................................ ..............................4 CONCLUSIONS..................................................................................... ..............................5 Ir APPENDICES A ........................................................................................ ............................... Location Map B .................................................................. ............................... Flood Insurance Rate Maps C .................................................. ............................... FEMA Application/Certification Forms D ............................... ............................... Duplicate Effective FIS Multi- Profile HEC -2 Model E ................................. ............................... ........................ Existing Conditions HEC -2 Model F ................................ ............................... .......................Proposed Conditions HEC -2 Model G ...................................................................... ............................... Floodway HEC -2 Models H ...................................................................................... ............................... Cross Sections I ............................................................................. ............................... Floodplain Work Map J..................................................................................................... ....................GradingPlan r METHODOLOGY The floodplain hydraulics are analyzed in this study using computer modeling techniques. The computer program HEC -2 Water Surface Profiles developed by the Hydrologic Engineering Center of the COE is used for this purpose (Version 4.6.2; May 1991). The effective FIS multi- profile and floodway models for the Elm Fork were obtained. These HEC -2 models are duplicated as the initial step in this study. The duplicate multi- profile model is provided in Appendix D and the duplicate floodway model in the first part of Appendix G. As shown in the multi- profile model, the peak flow rates for the project segment of the Elm Fork are 24,300 cubic feet per second (cfs) for the 10 -year flood, 37,100 cis for the 50 -year, 44,350 cis for the 100 -year and 60,400 cis for the 500 -year flood event. These same discharges are used for all evaluations performed in this study. The duplicate FIS HEC -2 model is modified first to reflect the existing project site conditions. The distance from the main channel to the property located in the right (facing downstream) overbank is determined by scaling from aerial topographic mapping. The ground points within the segment of the cross section representing the project site are replaced with data based on field surveys performed by Nathan D. Maier Consulting Engineers, Inc. (NDMCE) in March 1996. The cross section in the duplicate FIS model located at stream station 938 +10 traverses the Sandy Lake Road Property and is modified as described to represent existing conditions. The next section in the model is located 3760 feet upstream. These modifications result in the existing conditions HEC -2 multi- profile model. The input and output listings for this model are provided in Appendix E. Modifications proposed for the Sandy Lake Road Property consist of earthwork operations only. Fill is to be placed in the western portion of the property to reclaim the area for the ultimate site development. The fill will be placed and compacted to densities acceptable under the FEMA regulations. The fill will extend upward from the bank of Denton Creek along the north side of the property on a 4:1 (H:V) slope to a minimum elevation of 447. On the south side of the property adjacent to Sandy Lake Road, the roadway is to be improved in the near future and additional right of way expansion into the property is planned. The location of the proposed right of way is determined from construction plans 7 obtained from the Dallas County Department of Public Works (County Project No. 91 -830, by Sverdrup Corp.; March 1996). The horizontal location of the right of way is matched by the proposed fill to be placed for this project. The top of fill elevation is also adjusted to I r• match the grades proposed as per the roadway construction plans. The east and northeast areas of the site are to be excavated. Excavation will be from the F property line on a 4:1 slope, then outward to Denton Creek on a 1.0% slope. The bank of Denton Creek is to be cut to an elevation of 432. This elevation is based on being one foot above the crest elevation of Carrollton Dam as determined from the Elm Fork flood profiles Ir contained in the FIS report. This structure is located a short distance downstream of Sandy Lake Road on the Elm Fork and controls the normal water surface for this section of the Elm r 2 Fork and for Denton Creek. With the one foot provided to the low cut elevation, the property will not be encroached into by normal or low flow conditions for Denton Creek. Two small ponds are located in the northeast portion of the Sandy Lake Road Property. These ponds are to be left in their existing condition, with excavation to be terminated along the perimeters of the ponds at one foot above the normal pool elevation. The ponds will be protected from sedimentation during construction by placement of silt fences. All disturbed areas will be restored following construction by re- establishment of native grasses. The proposed site grading is shown on the Grading Plan in Appendix J. The section in the existing conditions HEC -2 model is modified to represent the proposed grading as described above. The resulting proposed conditions HEC -2 multi- profile model is provided in Appendix F. The cross section located at stream station 938 +10 is plotted with existing and proposed configurations superimposed and is contained in Appendix H. The plan view locations of the sections are shown on the Floodplain Work Map which can be found in Appendix 1. Floodway models are also derived for existing and proposed floodplain conditions. The floodway limits for the cross section at stream station 938 +10 are based on encroachment Method 1, as taken directly from the duplicate floodway model. The entire site is located in the floodway fringe area as defined at this cross section location. The existing and proposed conditions floodway models are provided in the middle and latter portions of Appendix G, respectively. IF 3 RESULTS The impacts of the proposed modifications to the Sandy Lake Road Property upon the Elm Fork floodplains are analyzed in this study. The 100 -year water surface elevations vary from 445.21 at the downstream end of the site to 445.29 at the upstream end. Elevations for the 500 -year floodplain range from 446.90 to 446.96. These elevations are essentially the same for both the existing and proposed conditions as defined in this study. Greater detail is provided by the Water Surface Elevation Check Table contained within the FEMA Forms of Appendix C. The floodplain delineations are shown on the Floodplain Work Map provided in Appendix I. Based on the existing floodplain conditions defined in this study, 3.7 acres of the site are above the 100 -year floodplain, while the entire existing site is inundated by the 500 -year flood event. With the proposed grading implemented, 11.4 acres of the Sandy Lake Road Property are removed from the 100 -year floodplain and 11.0 acres are above the 500 -year floodplain elevation. The changes to the FIRM that result from the proposed project are shown in the latter part of Appendix B. The entire project site is outside of the regulatory floodway based on the floodway limits at stream station 938+10 in the duplicate FIS floodway model. However, based on the plan view projection of the floodway limits from the FIRM, the northeast and northern parts of the property are located within the floodway, as shown on the Floodplain Work Map in Appendix I. The next section in the effective FIS floodway model is located over 3700 feet upstream from the section at 938 +10; far beyond the project site limits. Also, the majority of the site that is within the projected floodway limits is to be excavated, which will increase the conveyance available within the floodway. 4 0 NOT I t 1.17 2 - NOORN V s Project Site 43 H x h b SANDY LAXE ROAD CARROLLTON ---� Pop 82,169 R J McInnish Park '!ALLARD ST f DALLAS ✓ ITY LIMIT COPP LL CARROLL CITY LIMIT CITY Li 22JUL96 08:34:12 PAGE 1 i; +++ + ++++ + +nnaf+tfu+f ++ff ++ +faf ++ THIS RUN EXECUTED 22JUL% 08:34:12 MEC -2 WATER SURFACE PROFILES Vera ion 4.6.2; May 1991 +f tuettf tffftt +t++uf fu+f+tt ++u+++ T1 EXISTING CONDITIONS FIS MULTI - PROFILE MODEL 40 9412 T2 10-YR DISCHARGES 450 1000 T3 ELM FORK TRINITY RIVER GR ' T4 ANALYSES BY NATHAN D. MAIER CONSULTING ENGINEERS, INC. IEFFISEXM.IH2I GR J1 ICHECK INO HINV IDIR STRT METRIC HVINS O OUSEL FO GR 2 7950 440.2 8630 GR 435 439.3 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC law CHNIM !TRACE 9591 1 -1 9645 GR J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 NC .08 .06 .075 .1 .3 OT 4 24300 37100 44350 60400 STARTING WATER SURFACE ELEVATIONS ESTIMATED FROM FIS FLOOD PROFILES X1 90000 40 9412 9733 GR 450 1000 442 .1010 GR 440 2670 434 3300 GR 438 5835 438 6525 GR 445 7950 440.2 8630 GR 435 9442 434.4 9452 GR 409.6 9591 409.6 9645 GR 430.4 9715 430.4 9715 GR 440 9840 438 10004 X1 90880 45 7725 7990 GR 438 1000 438 1920 GR 440.5 3500 436.5 3692 GR 448.5 4860 462.2 4920 GR 437.5 6835 439.5 7315 GR 438 7635 437 7725 GR 416.5 7866 414.5 7867 GR 431.8 7970 441.3 7990 GR 441.8 8100 440 8245 GR 438 860D 445 8620 440.8 1285 440.7 1810 440 2120 434 3575 440 4360 446.7 5330 436.1 6780 447.5 6950 444.8 7480 448 9147 439 9342 438 9412 431.4 9522 431 9557 415.9 9589 415.9 9647 427.4 9670 429.2 9689 440.5 9733 440 9760 441.2 9810 438 10690 445 10765 445 14855 500 780 880 440 2230 440 2640 436.9 2870 438.5 4080 438.5 4440 445.1 4510 457 5530 444 5860 437 6165 440 7510 440 7585 439 7600 435 7760 434.5 7783 432.9 7833 414.5 7939 416.5 7940 430.4 7959 440.7 8046 440.7 8050 441.8 8099 429.4 8284 429.4 8512 438 8550 445 12805 445 12915 450 13000 22JUL96 08:34:12 PAGE 2 X1 92090 45 9000 9320 %4 1234 1210 GR 452.80 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 GR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 439.8 4100 GR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 GR 440.20 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 GR 441.60 6950 440. 6965 440 8250 446.5 8400 444 8600 GR 446.90 8700 441.2 8800 442.8 8940 445.2 8970 443 9000 GR 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 GR 430 9300 442.5 9320 440.9 9444 444.9 9594 429.3 %34 GR 429.8 9864 439.1 9900 440 10010 445 10025 445 14000 X1 92300 42 7703 7969 210 210 210 GR 438 1000 438 1580 438.6 2280 441.1 2710 438 3080 GR 442.3 3820 438 4450 441.4 4800 437 5080 446.4 5405 GR 437.8 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 GR 437.3 7703 433.8 7718 431.8 7757 427.6 7780 427.2 7804 GR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 421.6 7870 GR 423.3 7875 430.1 7890 431.1 7928 434.9 7938 435.1 7951 GR 439 7969 440.7 8000 440 8158 440 8159 440 8210 GR 429.9 8250 429.9 8480 440 8520 440 8700 445 8712 GR 445 12340 450 12580 NC .07 .06 .06 X1 93620 49 8200 8380 2570 1420 1320. GR 445 1000 445 1030 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230. 420 8260 414.5 8280 437.5 8380. 439 8400. GR 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140. GR 445 10220 445 12430 447 12840 450 12940. NC .07 .1 .06 X1 93670 59 8200 8470. 50 50 50. GR 445 1000 445 1080 446 1180 446 1240 441 1530. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR GR 444 436.5 7100 7670 443 7320 439.5 7580 437.5 7610 431 7630. GR 437.5 8225 441.5 437.5 7690 8274 440.5 434 7830 441 7940 439 8200, GR 437.5 8420 439 8470 443.5 8275 8620 434.3 444.5 8390 9620 437.2 8391 GR 442 10140 443 10540 444 10650 444 10800 443.5 445 10000. 10930. GR 442.5 12000 442.5 12110 441 12200 439 12210 441.5 12220. GR 444 12330 443.5 12430 447 12840 450. 12940. 22JUL96 08:34:12 PAGE 3 NC 3 5 K1 93730 44. 8490 8800 60 60 60. ST 2 8490 443.5 439.6 8800 448.5 444.6 GR GR 450 441.5 1000 3620 447 442 1420 447 1620 443 2020 442 2480 GR 447 5420 443.5 3820 5820 450 443.5 4420 6120 451 445 4820 447 5220. GR 445 7290 443.5 7860 441 7920 439.5 6380 8010 442 437.5 6890 GR GR 431 443 8050 436.5 8090 441.5 8110 444 8120 443.5 8030 8170 GR 420 8370 8670 443.5 414.5 8490 8700 439.6 444.6 8490 436 8640 418 8650 GR 446.5 9110 445.5 9310 446 8800 9610 448.5 445.5 8800 10320 446 8870 GR 445 12720 445 12820 447 13120 450 13260 445 10420 %1 93760 30 30 30 K2 1 HC .07 .07 .06 SANDY LAKE RD PROPERTY LOCATED IN RT OVERBANK FROM GR STATIONS 8880 TO 10433 REPLACEMENT GR POINTS BASED ON FIELD SURVEY BY NDNCE ()tARCH 1996) K1 93810 67 8200 8450 50 50 50 GR GR 445 440 1000 445 1080 446 1180 446 1240 441 1530 GR 443 2300 3720 439.5 446.5 2700 3810 440.5 2900 439 3010 438.5 3300 GR 445.5 4910 445.8 5000 449.5 446 4200 5090 449.5 4520 446.5 4710 GR 442.5 5760 445 5970 444 6280 444 442 5240 442.5 5470 GR 444 7100 443 7320 439.5 7580 437.5 6470 7610 444 431 6660 GR GR 436.5 418 7670 441.5 7690 440.5 7830 441 7940 439.5 7630 8200 GR 439 8230 8450 420 K3.5 8260 8590 4143 8280 437.5 8380 439 8400 GR 443.9 9617 444.9 9714 443.6 444.3 8880 9767 444.0 444.0 8905 444.0 9270 GR 444.0 10137 444.0 10327 445.0 10394 445.6 9956 10433 443.8 443 10114 GR GR 444 441 10650 12200 444 10800 445 10930 442.5 12000. 442.5 10540 12110 GR 447 12840 439 450 12210 12940. 441 12220 444 12330. 443.5 12430 NC .07 .09 .06 .1 X1 97570 56 5490 5680 .3 2100 1700 3760 GR GR 450 442 600 1870 446 440 820 2180 444 880 444 1150 442 1420 GR 444 4220 440 4360 440 440 3800 5200 442 3820 444 4030 GR 440 5470 433 5490 423 5525 442 423 5330 5575 442 5460 GR OR 436 440 5630 440 5680 440 5920 442 6000 433 442 5610 6680 GR 433.2 6750 7440 438 440 6830 7470 438 7200 440 7350 433.2 7360 GR 440 8160 440 8175 440 433.2 7500 8200 442 433.2 8000 8265 442 8150 GR 442 8350 442 9230 444 9520 440 9630 440 - 434 8270 9655 GR GR 428 446 9670 10005 428 446.3 9685 10275 434 9700 440 9710 444 9760 GR 450 12170 446 10560 446 11000 446 - 12100 . -qF "� ""� . "T _ ""'� .4=W .409 -A n '� � Mol ,anti MM% $AM) 22JUL96 08:34:12 PAGE 4 X1 98450 49 4035 4215 800 700 880 GR GR 451 442 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 443 1840 3700 440.5 444.5 2500 3880 441.2 2925 442.5 3080 443 3180 GR 426 4180 443 4215 444.9 442.9 4000 4290 445.7 4035 426.9 4090 GR 443.4 5500 442.1 5600 444.5 5685 444.5 443 4390 442.9 5415 GR 442.5 6800 441.4 7000 440,2 7115 439.8 6640 7500 442.5 6700 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 440 7600 GR 446.5 9100 447.5 9185 447,3 9235 428.3 9265 446.5 9000 GR GR 446 448 9325 11100 447.5 9800 446 10400 446.9 10900 428.5 446.5 9305 11000 455 11200 457.5 11300 459.2 11420 X1 99280 49 4035 4215 750 750 830 GR GR 451 442 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 443 1840 3700 440.5 444.5 2500 441.2 2925 442.5 3080 443 3180 GR 428 4180 443 3880 4215 444,9 442.9 4000 445.7 4035 428.9 4090 GR 443.4 5500 442.1 5600 442.5 4290 5685 444.5 443 4390 442.9 5415 GR 442.5 6800 441.4 7000 440,2 7115 - 439.8 6640 7500 442.5 6700 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 440 446.5 7600 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457,5 11300 459.2 11420 X1 100040 - 49 4035 4215 760 760 760 GR GR 451 442 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 443 1840 3700 440.5 444.5 2500 3880 441.2 2925 442.5 3080 443 3180 GR 430 4180 443 4215 444.9 442.9 4000 4290 445.7 4035 430.9 4090 GR 443.4 5500 442.1 5600 444.5 5685 444.5 443 4390 442.9 5415 GR 442.5 6800 441.4 7000 440.2 7115 439.8 6640 7500 442.5 6700 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 440 446.5 7600 GR 446.5 9350 447.5 9600 447,3 9650 428.3 9680 428.5 9200 9720 GR GR 446 448 9740 11100 447.5 455 9800 447 10400 446.9 10900 447 11000 11200 457.5 11300 459.2 11420 X1 103060 96 3333. 3533. 1850.0 1775.0 3020,0 GR GR 455.5 444.8 1000. 1630. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. GR 446.6 2479. 444.9 447.5 1638. 2599. 446.0 447.9 1646. 445.7 2153. 445.8 2245. GR 445.2 2946. 448.3 3061. 448,3 2675. 3075. 448.0 2746, 445.2 2846. GR 449.6 3333. 438.7 3385. 434.9 3438. 449.0 431.4 3213. 449.2 3306, GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3449. 3584. 430.0 3470. GR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 446.9 444,0 3605, GR GR 444.3 444.7 4700. 5302. 445.3 4782. K5.6 4870. 445.5 4880. 446.4 4664. 4962. GR 443.8 5549. 443.9 442.3 5354. 5560. 442.7 5364. 442.6 5405. 444.4 5416. GR 443.8 5949. 444.0 6047. 442.3 443.8 5570. 6208. 443.8 5580. 444.0 5891. GR 443.3 6727. 443.5 6825. 443.6 6846. 443.7 444.2 6241. 443.2 6353. GR 444.2 7408. 444.8 7823. 445.2 7947. 444,7 7019. 7992. 444,2 7402. GR 444.6 8089. 445.4 8173. 446.5 8381. 446,5 8527. 444.3 8019. GR 447.4 8770. 447.4 8819. 437.9 8848, 438,1 8887. 446 446,9 8564 GR 447.8 8964. 447.8 9089. 445.0 9182. 446.4 9223. 447.1 8906 9285. 22JUL96 08:34:12 PAGE 5 GR 447.8 9315. 439.8 9326. 433.2 9367. 439.7 9398. 440.9 9439. GR 444.9 9460. 447.6 9490. 447.4 9548. 447.3 %55. 446.6 9912. - GR 447.5 10034. 448.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. GR 457.1 10540. X1 106080 52 2630. 2850. 1850.0 1775.0 3020.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 "1 4820 441 4830 444 4840 ' GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 8340 GR 446 8380 447.5 8440 449 8470 433 8480 420 8520 GR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8800 GR 446.5 9050 455 9660 -M i A n Am i Ago 22JUL96 08:34:12 PAGE 29 SECNO %LCH ELTRO ELLC ELM1N 0 CYSEL CRIYS EG 10•KS YCH AREA .01K 93760.000 93760.000 30.00 30 443.50 443.50 444.60 414.50 24300.00 442.49 .00 442.95 50.38 5.99 5111.22 3423.69 93760.000 .00 30.00 443.50 444.60 444.60 414.50 414.50 37100.00 44350.00 444.16 .00 444.43 52.14 5.25 10206.48 5137.85 93760.000 30.00 443.50 444,60 414.50 60400.00 445.04 - 446,83 .00 445.21 39.97 4.30 14365.93 7014.% .00 446.91 16.34 2.64 30311.86 14941.33 • 93810.000 • 93810.000 50.00 50.00 .00 .00 414.50 24300.00 442.99 .00 443.12 6.49 3.67 13428.32 9535.35 • 93810.000 50.00 .00 .00 .00 ,00 414.50 414.50 37100.00 44350.00 444,45 445.21 .00 444.55 5.83 3.71 22906.66 15362.45 • 93810.000 50.00 .00 .00 414.50 60400.00 446.90 .00 "5.29 4.92 3.51 30216.79 19992.19 .00 446.94 3.08 2.96 48175.33 34403.08 • 97570.000 • 97570.000 3760.00 3760.00 .00 .00 423.00 24300.00 444.01 .00 444.03 2.09 2.06 29840.21 16804.90 • 97570.000 3760.00 .00 .00 .00 .00 423.00 423.00 37100.00 44350.00 445.34 445.99 .00 445.36 2.04 2.16 41702.08 25960.33 97570.000 3760.00 .00 .00 423.00 60400.00 447.45 .00 446.01 2.00 2.20 47703.45 31334.43 .00 447.46 1.75 2.18 64060.29 45624.77 • 96450.000 " 98450.000 880.00 880.00 .00 ,00 426.00 24300.00 444.24 .00 4.31 5.90 3.34 18523.09 70001.23 • 98450.000 880.00 .00 .00 .00 ,00 426.00 426.00 37100.00 44350.00 445.55 446.20 .00 44 5.16 3.27 28885.29 16339.70 • 98450.000 880.00 .00 .00 426.00 60400.00 447.62 .00 446.25 4.79 3.24 34140.63 20268.05 .00 447.66 3.86 3.09 47480.58 30760.98 99280.000 99280.000 830.00 830.00 .00 .00 428.00 24300.00 444.66 .00 444.70 4.41 2.73 22611.61 11576.76 99280.000 830.00 .00 .00 .00 428.00 428.00 37100.00 44350.00 445.92 .00 445.46 4.03 2.75 32812.79 18479.33 99280.000 830.00 .00 .00 .00 428.00 60400.00 446.55 447.90 .00 446.58 3.85 2.77 38004.42 22606.54 .00 447.94 3.30 2.73 50775.50 33225.28 100040.000 100040.000 760.00 760.00 .00 .00 428.30 24300.00 444. 99 .00 445,02 3.95 2.42 23935.00 12220.52 100040.000 760.00 .00 .00 .00 428.30 428.30 37100.00 44350.00 446.22 .00 446.25 3.72 2.49 33981.18 19227.98 100040.000 760.00 .00 ,00 .00 428.30 60400.00 446.83 448.15 .00 446.86 3.60 2.53 39122.02 23377.81 .00 448.18 3.16 2.53 51941.16 33964.80 • 103060.000 " 103060.000 3020.00 3020.00 .00 ,00 430.00 24300.00 446.53 .00 446.66 20.67 4.68 12627.11 5344.85 * 103060.000 3020.00 .00 .00 430.00 430.00 37100.00 447.59 .00 447.69 17.82 4.55 1994.28 8787.84 + 103060.000 3020.Op .00 .00 .00 ,00 430.00 44350.00 60400.00 448.11 449.21 .00 448.20 16.01 4.43 24292.84 11082.56 .00 449.29 12.42 4.12 33989.59 17135.65 • 106080.000 • 106080.000 3020.00 3020.00 .00 .00 420.00 24300.00 449.09 .00 449.13 7.75 2.72 17426.63 8726.18 106080.000 3020.00 .00 .00 .00 420.00 420.00 37100.00 44350.00 450.11 .00 450.15 9.05 3.03 23322.96 12335.01 106080.000 3020.00 .00 .00 .00 420.00 60400.00 450.57 451.45 .00 450.62 9.70 3.19 26212.32 14237.86 .00 451.52 10.74 3.45 32407.57 18433.44 . _ . - '- •-,M # - -491 -Alp .� "� ALA Avl pas tom, 22JUL96 08 :34:12 PAGE 28 if # #H Yaa Raia H #Ma #t #Mf iH # #t ##Ya #i HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1941 f #R#RR RR Yff ai #tRRRff tfittf of iffif #f •t THIS RUN EXECUTED 22JUL96 08:34:15 NOTE- ASTERISK (•) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN O CWSEL CRIWS EG 10•KS VCH AREA .01K 90000.000 90000.000 .00 .00 .00 409.60 24300.00 439.30 .00 439.44 12.62 3.67 11404.23 6840.27 90000.000 .00 . .DO •00 .00 409.60 409.60 37100.00 44350.00 441.80 443.40 ,00 441.86 5.85 2.81 24447.14 15340.65 90000-000 .00 .00 .00 .00 409.60 60400.00 445.90 .00 443.43 3.34 2.27 35659.37 24282.92 .00 445.92 1.84 1.85 59747.54 44528.46 9088D.ODO 90880.000 880.00 880.00 .OD .DO 414.50 24300.00 440.01 .00 440.11 6.63 2.75 14743.68 9436.10 90880.000 880.OD .00 .00 414.50 414.50 37100.00 442.14 .00 442.19 4.14 2.39 27391.50 18244.21 90880.000 880.00 .00 .00 .00 414.50 44350,00 60400.00 443.59 446.01 .00 443.63 2.77 2.08 36424.64 26633.54 .00 .00 446.03 1.78 1.82 56006.86 45260.51 92090.000 92090.000 1210.00 1210.00 .00 .00 410.60 24300.00 440.72 .00 440.80 5.51 2.56 15035.36 10348.14 92090.000 1210.00 .00 .00 410.60 410.60 37100.00 442.60 .00 442.66 4.34 2.39 26899.09 17804.15 92090.000 1210.00 .00 .DO .00 .00 410.60 44350.00 60400.00 443.90 446.20 .00 443.94 3.00 2.D9 36959.99 25610.68 .00 446.22 1.75 1.75 61190.09 45595.37 92300.000 210.00 .00 ,DO 415.10 24300.00 440.85 440.92 4.98 92300.000 210.00 .00 .00 415.10 37100.00 442.70 .00 442.74 3.50 2.37 18273.26 10894.23 92300.000 210.00 .00 .00 415.10 44350.00 443.97 .00 444.00 2.17 31155.26 19832,31 92300.000 210.00 .00 .00 415.10 60400.00 446.24 .00 446.26 2.48 1.93 40513.61 28180.75 .00 1.58 1.68 62247.29 48115.69 • 93620.000 • 93620.000 1320.00 1320.00 .00 .00 414.50 24300.00 441.90 ,00 442.22 70.91 5.33 9090.01 7357.% • 93620.000 1320.00 .00 .00 .00 .00 414.50 414.50 37100.00 44350.00 443.62 444.68 .00 443.85 9.42 5.27 16005.95 12087.92 93620.000 1320.00 .00 .00 414.50 60400.00 446.69 .00 444.84 7,09 4.74 22763.47 16655.15 .00 446.76 3.69 3.64 42684.94 31428.60 • 93670.000 93670.000 50.00 50.00 .00 .00 431.00 24300.00 442.12 .00 442.32 41.14 5.11 8140.43 3788.51 93670.000 50.00 .00 .00 431.OD 431.00 37100.00 443.82 .00 443.93 18.47 4.05 16722.76 8631.77 93670.000 50.00 .00 .00 .00 431.00 44350.00 60400.00 444.82 446.75 .00 444,89 11,08 3.41 25386.66 13324.71 .00 .00 446.78 4.93 2.61 45478.22 271 %.46 93730.000 ' 93730.000 60.00 60.00 443.50 443.50 444.60 414.50 24300.00 442.24 .00 442.77 54.22 6.31 4617.07 3300.21 ' 93730.000 60.00 443.50 444.60 444.60 414.50 414.50 37100.00 443.88 ,00 444,23 62.09 5.94 9052.19 4708.26 93730.000 60.00 443.50 444.60 414.50 44350.00 60400.00 444.88 446.77 ,00 445.07 45.34 ,4.61 13447.87 6586.68 .00 446.85 17.11 2.70 29733.11 14602.01 MEW 22JUL96 08 :49:53 • fffuufaffffaffffff ffffufff +ffnff HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 fffaf* fffffffffffffffffff�ffffffff�ff PAGE 1 THIS RUN EXECUTED 22JUL96 08:49:53 T1 EXISTING CONDITIONS FIS FLOODWAY MODEL T2 100-YR DISCHARGES - NATURAL PROFILE T3 ELM FORK TRINITY RIVER T4 ANALYSES BY NATHAN D. MAIER CONSULTING ENGINEERS, INC. [EFFISEXF.IM21 J1 ICHECK ING NIHV IDIR STRT METRIC HVINS 0 YSEL FO 2 443.41 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 200 MC .08 .06 .075 .1 .3 OT 2 44350 44350 ET 4.1 4950 10690 X1 90000 40 9412 9733 GR GR 450 440 1000 2670 442 1010 440.8 1285 440.7 1810 440 2120 GR 438 5835 434 438 3300 6525 434 3575 440 4360 446.7 5330 GR 445 7950 440.2 8630 436.1 448 6780 447.5 6950 444.8 7480 GR 435 9442 434.4 9452 431.4 9147 9522 439 431 9342 438 9412 GR 409.6 9591 409.6 9645 415.9 947 427.4 9557 %70 415.9 9589 GR 430.4 9715 430.4 9715 440.5 9733 440 9760 429.2 9689 GR 440 9840 438 10004 438 10690 445 10765 441.2 9810 445 14855 ET 4.1 2900 8615 X1 90880 45 7725 7990 500 780 880 GR GR 438 440.5 1000 3500 438 436.5 1920 440 2230 "Cl 2640 436.9 2870 GR 448.5 4860 462.2 3692 4920 438.5 457 4080 438.5 4440 445.1 4510 GR 437.5 6835 439.5 7315 440 5530 7510 444 5860 437 6165 GR 438 7635 437 7725 435 7760 440 434.5 7585 7783 439 432.9 7600 GR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7833 7959 GR 431.8 7970 4413 7990 440.7 8046 440.7 8050 441.8 - 8099 GR 441.8 8100 - 440 8245 429.4 8284 429.4 8512 438 8550 GR 438 8600 445 8620 445 12805 445 12915 450 13000 08;49;53 PAGE 2 ET 4.1 3900 10020 x1 92090 45 9000 9320 964 1234 1210 GR GR 452.80 441.50 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 GR 440.2 1800 4110 442.50 439.9 2100. 4210. 437.6 2500 438.9 3475 439.8 4100 GR 440.20 5500 441.4 5600 435.1 445 4700 6000 438.9 5100 440.5 5300 GR 441.60 6950 440. 6%5 440 8250 442.3 446.5 6080 8400 440.8 6930 GR 446.90 8700 441.2 8800 442.8 8940 445.2 8970 444 443 8600 GR GR 427 430 9135 9300 412.7 442.5 9175 410.6 9190 428 9235 426 9000 9260 GR 429.8 9864 439.1 9320 9900 440.9 9444 444.9 9594 429.8 9634 440 10010 445 10025 445 14000 E7 4.1 2550 8710 X1 92300 42 7703 7 969 210 210 210 GR GR 438 442.3 1000 3620 438 438 1580 4450 438.6 2280 441.1 2710 438 3080 GR 437.8 6070 438.2 6660 441.4 438 4800 7550 437 5080 446.4 5405 GR 437.3 7703 433.8 7718 431.8 7757 439.7 427.6 7618 7780 440.7 7656 GR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 427.2 421.6 7804 GR GR 423.3 439 7875 430.1 7890 431.1 7928 434.9 7938 435.1 7870 7951 GR 429.9 7969 8250 440.7 429.9 8000 8480 440 8158 440 8159 440 8210 GR 445 12340 450 12580 440 8520 440 8700 445 8712 RC .07 .06 .06 ET 4.1 2950 6650 X1 93620 49 8200 8380 2570 1420 1320. GR GR 445 440 1000 2300 445 439.5 1080 2700 446 1180 446 1240 441 1530 GR 443 3720 446.5 3810 440.5 449.5 2900 4200 439 449.5 3010 438.5 3300. GR 445.5 4910 445.8 5000 446 5090 444 4520 5240 446.5 4710. GR 442.5 5760 445 5970 444 6280 442 6470 442.5 5470. GR 444 7100 443 7320 439.5 7580 437.5 7610 444 431 6660. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 7630. GR GR 418 439 8230. 8450. 420 443.5 8260 8590 414.5 8280 437.5 8380. 439 8200 8400. GR 445 10220 445 12430 444.5 447 %20 12840 443.5 10000 442 10140 450 12940. RC .07 .1 .06 ET 4.1 2950 8650 X1 93670 59 8200 8470. 50 50 50. GR GR 445 440 1000 2300 445 439.5 1080 2700 446 1180 446 1240 441 1530. GR 443 3720 446.5 3810 440.5 449.5 2900 4200 439 449.5 3010 4520 438.5 3300, GR 445.5 4910 445.8 5000 446 5090 444 5240 446.5 4710, GR 442.5 5760 445 5970 444 6280 442 6470 442.5 444 5470. GR GR 444 436.5 7100 7670 443 7320 439.5 7580 437.5 7610 431 6660. 7630. GR 437.5 8225 441.5 437.5 7690 8274 440.5 7830 441 7940 439 8200. GR 437.5 8420 439 8470 434 443.5 9275 8620 434.3 444.5 8390 437.2 8391. GR 442 10140 443 10540 444 10650 444 9620 10800 443.5 445 10000. GR 442.5 12000 442.5 12110 441 12200 439 12210 441.5 10930. 12220. GR 444 12330 443.5 12430 447 12840 450. 12940. 2: i6 08:49 :53 PAGE 3 HC ' ET 4.1 3 3000 S 8800 X1 93730 44. 8490 MOD 60 BT BT 2 450 8490 1000 443.5 439.6 88W 448.5 60. 444.6 GR 441.5 3620 447 442 1420 447 450 1620 442 2480 GR 447 5420 443.5 58 20 443 4420 6120 651 4820 427 5220. GR 445 7290 443.5 7860 441 7920 445 6380 442 6890 GR GR 431 8050 436.5 8090 461.5 8110 439.5 434 8010 437.5 8030 GR 443 420 8370 8670 443.5 8490 8490 636 8120 8640 443.5 8170 GR 446.5 9110 414.5 445,5 8700 9310 444.6 8800 448.5 8800 418 446 8650 8870 GR 445 12720 445 12820 4.6 467 9610 13120 445.5 10320 645 10420 450 13260 ET 93760 4.1 3000 8800 x2 30 30 30 1 NC .07 .07 .Ob E7 4.1 2900 8650 SANDY LAKE RO PROPERTY LOCATED IN RT OVERBAWC FROM GR STATIONS 8880 TO 10433 REPLACEMENT GR POINTS BASED ON FIELD SURVEY %1 93810 67 8200 8450 BY NONCE (MARCH 1996) GR GR 445 1000 445 1080 50 i46 50 1180 50 446 GR 440 443 2300 3720 - 439.5 2700 440.5 2900 439 1240 3010 1530 GR 445.5 4910 446.5 445.8 3810 5000 449.5 4200 4 i 4 " 6520 438.5 8.5 446.5 3300 4710 GR 442.5 5760 445 5970 446 426 5090 4 5240 442.5 5470 GR 444 7100 439.5 6280 7580 2 i 442 6470 444 6660 GR 436.5 7670 "l.5 69900 4 5 7830 437.5 7610 431 7630 GR GR 418 439 8230 420 8260 414.5 8280 461 437'5 7940 439.5 8200 GR 443.9 8450 9617 443.5 444.9 8590 4 ' 3 . 6 8880 444.0 8905 44430 8400 GR 444.0 10137 444.0 9714 10327 444.3 445.0 9767 444.0 9956 443.8 9270 10114 GR 444 10650 444 10800 445 10394 10930 445.6 10433 443 10540 GR 441 12200 439 12210 441 12220 442.5 12000. 442.5 12110 GR 447 12840 450 12940. 444 12330. 443.5 12430 NC .07 .09 .06 .1 ET %1 97570 56 4.1 5490 3100 .3 10700 GR 450 600 446 5680 2100 1700 3760 GR 442 1870 440 2180 440 3800 44 1150 442 1420 GR GR 444 4220 440 4360 440 5200 442 422 3820 44 4030 GR 440 436 5470 5630 433 5490 423 5525 423 5330 5575 442 5660 GR 440 6750 4 8 5680 6830 4 5920 442 6000 433 442 5610 6680 GR 433.2 7440 440 7470 438 440 7200 640 7350 433.2 7360 GR 440 - 8160 440 8175 433.2 7500 8200 442 433.2 8000 442 8150 8265 440 8270 4 22JUL96 08:49:53 PAGE GR GR 442 428 8350 9670 442 428 9230 444 9520 440 9630 434 9655 GR 446 10005 446.3 9685 10275 434 446 9700 10560 440 9710 444 9760 GR 450 12170 446 11000 446 12100 ET 4.1 1930 9480 X1 98450 49 4035 4215 800 700 880 GR GR 451 442 1000 1840 444 440.5 1030 2500 441.5 1190 439.7 1200 439.7 1830 GR 443 3700 444.5 3880 441.2 444.9 2925 4000 442.5 3080 443 3180 GR 426 4180 443 4215 442.9 4290 445.7 444.5 4035 4390 426.9 4090 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.9 5415 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 442.5 6700 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 440 446.5 7600 GR GR 446.5 446 9100 9325 447.5 447.5 9185 447.3 9235 428.3 9265 428.5 9000 9305 GR 448 11100 455 9800 11200 446 457.5 10400 11300 446.9 459.2 10900 446.5 11000 11420 ET 4.1 2690 9530 X1 99280 49 4035 4215 750 750 830 GR GR 451 442 1000 1840 444 440.5 1030 2500 441.5 1190 439.7 1200 439.7 1830 GR 443 3700 444.5 3880 441.2 444.9 2925 4000 442.5 445.7 3080 443 3180 GR 428 4180 443 4215 442.9 4290 444.5 4035 4390 428.9 4090 GR 443.4 5500 442.1 5600 442.5 5685 443 6640 442.9 442.5 5415 GR 442.5 6800 441.4 7000 440.2 7115 419.8 7500 440 6700 GR GR 441.6 446.5 7800 9300 442 447.5 8200 443.6 8800 443.5 8900 446.5 7600 9200 GR 446 9475 447.5 9335 9800 447.3 447 9385 428.3 9415 428.5 9455 GR 448 11100 455 11200 457.5 10400 11300 446.9 459.2 10900 447 11000 11420 ET 4.1 2300 9750 X1 100040 49 4035 4215 760 760 760 GR GR 451 442 1000 1840 444 440.5 1030 2500 441.5 1190 439.7 1200 439.7 1830 GR 443 3700 444.5 3880 441.2 444.9 2925 4000 442.5 3080 443 3180 GR 430 4180 443 4215 442.9 4290 4453 444.5 4035 4390 430.9 4090 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.9 5415 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 442.5 6700 GR GR 441.6 446.5 7800 9350 442 447.5 8200 443.6 BB00 443.5 8900 440 446.5 7600 9200 GR 446 9740 447.5 9600 9800 447.3 447 9650 428.3 9680 428.5 9720 GR 448 11100 455 11200 457.5 10400 11300 446.9 10900 447 11000 459.2 11420 ET 4.1 2840 9700 X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR GR 455.5 444.8 1000. 1630. 451.7 444.9 1023. 1638. 448.7 1146. 447.7 1154. 446.6 1229. GR 446.6 2479. 447.5 2599. 446.0 447.9 1646. 2675. 445.7 2153. 445.8 2245. GR 445.2 2946. 448.3 3061: 448.3 3075. 448.0 449.0 2746. 3213. 445.2 2846. GR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 449.2 430.0 3306. GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3470. 3605. GR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 4".0 4654 GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880. „ 446.4 4962. 4 AMY A" � jog � 401 �"'"'► ,rte a'.. � i PMJ r■''t pal � 'o 22JU196 08:49:53 PAGE 5 GR GR 444.7 443.8 5302. 5549. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. GR 443.8 5949. 442.3 444.0 5560. 6047. 442.3 5570. 443.8 5580. 444.0 5891. GR 443.3 6727. 443.5 6825. 443.8 443.6 6208, 443.7 6241. 443,2 6353. GR 444.2 7408. 444.8 7823. 445.2 6846. 7947. 444.2 7019. 444.2 7402. GR 444.6 8089. 445.4 8173. 446.5 8381. 444.7 446.5 7992. 444.3 8019. � GR 447.4 8770. 447.4 8819. 437.9 8848. 438.1 8527. 8887. 446.6 8564. GR GR 447.8 447.8 8964. 9315. 447.8 9089, 445.0 9182, 446.4 9223. 446.9 447.1 8906. 9285. GR 444.9 9460. 439.8 447.6 9326. 9490. 433.2 9367. 439.7 9398. 440,9 9439. GR 447.5 10034. 448.0 10132. 447.4 449.4 9548 . 447. 3 %55. 446.6 9912. GR 457.1 10540. 10229. 453.6 10326. 455.5 10423. ET 4.1 2580 8630 %1 106080 52 2630. 2850. 1850.0 1775.0 3020.0 GR GR 460 447.5 1000 2290 453.5 447.5 1160 450 1440 451 1870 453 2220 GR 432.5 2740 430 2360 2760 4535 . 2440 453.5 2630 439.5 2730 GR 450 2900 453 2970 444 451 2800 452 2850 453.5 2890 GR 449 4150 445.5 4570 444 3160 4620 450 3820 445 3950 ' GR 445 4680 444 4810 441 4820 441.5 4630 441.5 4670 GR 446 5450 447 6070 446.5 6610 441 446.5 4830 7020 444 447 4840 GR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 7140 GR 446 8380 447.5 8440 449 8470 433 8480 420 8340 GR GR 433 446.5 8550 435.5 8590 443.5 8610 449 8640 448.5 8520 8800 9050 455 %60 2ZJUL96 08:49:53 if tit 11111 t•f ttkkfif•f •tif tiff if 11111 HEC -2 WATER SURFACE PROFILES Version 4.6.2; Kay 1991 tMllftf1f1414itf 111111 itl 114 Mf 11141 PAGE 17 THIS RUN EXECUTED 22JUL96 08 :49:54 NOTE- ASTERISK (•) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 110 poil Now, i& -� C EG SECHO CWSEL DIFKWS OROB 90000.000 443.41 .00 STCHR 90000.000 443.49 .08 25826.67 90880.000 443.60 .00 • 90880.000 443.97 .36 443.62 92090.000 443.91 .00 10836.33 92090.000 444.38 - .47 9733.00 92300.000 443.98 ,00 25175.55 92300.000 444.47 .49 • 93620.000 444.69 .00 • 93620.000 445.26 _57 12220.47 93670.000 444.82 .00 7990.00 93670.000 445.43 .61 • 93730.000 444.88 .00 • 93730.000 445.56 .68 444.43 93760.000 445.04 .00 • 93760.000 445.68 .64 9320.00 .00 10020.00 444.01 7437.88 • 93810.000 445.21 ,00 • 93810.000 44538 .57 • 97570.000 446.00 .00 • 97570.000 446.82 .83 • 98450.000 446.20 .00 24532.09 98450.000 447.03 .83 poil Now, i& -� C EG TOPWIO GLOB OCH OROB PERENC STENCL STCHL STCHR STENCR 443.44 7382.51 25826.67 12064.08 6459.25 .00 .00 9412.00 9733.00 443.62 3503.30 13120.16 20393.52 10836.33 5740.00 4950.00 9412.00 9733.00 ,00 10690.00 443.64 6232.86 25175.55 9135.12 10039.33 .00 .00 7725.00 7990.00 444.02 4351.52 21246.03 10883.50 12220.47 5715.00 2900.00 7725.00 7990.00 ,00 8615.00 443.95 7951.15 23979.18 10363.64 10007.18 .00 .00 9000,00 9320.00 444.43 5639.61 19852.05 12313.36 12184.59 6120.00 3900.00 9000.00 9320.00 .00 10020.00 444.01 7437.88 26019.95 8234.46 10095.58 .00 .00 7703.00 7969.00 444.51 5943.04 23040,09 9393.96 11915.96 6160.00 2550.00 7703.00 7969.00 .00 8710.00 444.84 7348.31 24532.09 17351.43 2466.47 .00 .00 8200.00 8380.00 445.51 4332.35 21062.16 20910.57 2377.27 5700.00 2950.00 8200,00 8380,00 ,00 8650.00 444.90 9698.05 32618.10 7883.18 3848.72 .00 .00 8200.00 8470.00 445.58 4349.72 31879.36 11381.97 1088.68 5700.00 2950.00 8200.00 8470.00 ,00 8650.00 445.08 445.75 5236.82 4307.87 29073.23 28070.52 15276.77 .00 .00 .00 8490.00 8800.00 .00 16279.48 .00 5800.00 3000.00 8490.00 8800.00 8800.00 445.21 7802.20 30020.58 14318.74 10.69 ,00 ,00 &90.00 88W 445.86 4325.77 28681.73 75668.27 .00 5800.00 3000,00 8490,00 .00 8B00.00 . 00 8800.00 445.29 10033.71 25228.02 14781.41 4340.58 .00 .00 8200.00 8450.00 445.94 4574.86 23786.94 19413.95 1149.11 5750.00 2900.00 8200.00 8450.00 ,00 8650.00 446.02 9184.27 20450.29 6685.84 17213.86 .00 .00 5490.00 5680.00 446.85 7600.00 14864.85 7436.00 22049.15 7600.00 3100.00 5490.00 5680.00 .00 10700.00 446.25 8317.12 18400.07 8844.24 17105.69 .00 .00 4035.00 4215.00 447.08 7459.65 13340.44 9122.80 21886.76 7550.00 1930.00 4035.00 4215.00 ,00 9480.00 22JULro 08:49:53 PAGE 18 SECNO CYSEL DIFKUS EG Trull) QL08 OCH OROB PERENC STENCL STCHL STCHR STENCR 99280.000 99280.000 446.55 447.38 .00 446.58 8489.99 18489.77 6985.19 18875.04 .00 ,00 4035.00 4275.00 .83 447.42 6804,38 8035.80 8540.16 27774.04 6840.00 2690.00 4035.00 4215.00 .00 9530.00 100040.000 700040.000 446.84 447.71 .00 446.86 8538.77 19571.45 5837.85 18940.71 .00 .00 4035.00 4215.00 .87 447.74 7450.00 12038.22 6600.47 25711.31 7450.00 2300.00 4035.00 4215.00 .00 9750.00 • 103060.000 • 103060,000 448.11 448.88 .00 448.20 SS77.65 5197.49 8263.97 30888.53 .00 .00 3333.00 3533.00 .76 448.95 6712.46 966,% 7889.76 35493.29 6860.00 2840.00 3333,00 3533.00 .00 9700.00 106080.000 1060 80.000 450.57 450.88 .00 450.62 6543.06 431.47 5250.84 38667.68 .00 ,00 2630.00 2850.00 .31 450.94 5670.36 .00 5272.24 39077.76 6050.00 2580.00 2630,00 2850.00 ,00 8630.00 FLOODWAY DUPLICATION MODEL re+.•+ rr+ e+ rr+r + +er +errr +rrr+•r• «rr+rr »rr• + NSC -2 MATER SURFACE PROFILES + l� • V9YSi.0 4.6.2; M4y 1991 • RUN DATE 20JM99 TIME 16:34:12 .+ r••+•++• r+• ♦+r•+rr••rrr+r++rrer•+++rr••rrr r P- r r r r DUPLICATION MODEL x x XXXXX= xxxxx xxxxx x x x x x x X x x x x x xxxxxxx X= x Xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx + rr• rre ••+r »• «•r +e+rrr•rr••rr+r+rrrrr • U.S. ARMY CORPS OF ENGINEERS r • HYDROLOGIC ENGINEERING CENTER r • 609 SECOND STREET, SUITS D r • DAVIS, CALIFORNIA 9x616 -4687 r • (916) 756 -1104 v •ry »rr+rrrrv•+rr+•+++rrrr rr ♦ +vr •...... DUPLICATION MODEL 20SAN99 16:14:12 PAGE 1 THIS RUN EXECUTED 20GAN99 L6:34:12 I P^ r n e++ arerr »++rrraf+rar+ +eff++eef+ef+rr r NHC -2 WATER SURFACE PROPILES V9seion 4.6.2; May 1991 era af++rrf ++rrrfr+ar++f a+eef r++aff +++ T1 DUPLICATION OF RFFSCTIVR PIS FLOODWAY MODEL T2 100 -YR DISCHARGES - NATURAL PROFILE It ELM PORK TRINITY RIVER [EFFISDPF.IH21 /^ it ICHECK - INQ NINV IDIR STRT METRIC RUINS Q WSBL FQ 2 443.41 S2 NPROF IPLOI PRPVS XSBCV XSECH FN ALLDC IBW CHNIM ITRACB 1 -1 S3 VARIABLE CODES FOR SUMMARY PRINTOUT !• 36 1 43 50 42 26 4 53 S4 SS LPRNT NUMSEC f + ++rfreRSQUESTED SECTION NUMBERS +•••. +fr r -30 -10 NC .08 .06 .075 .1 .3 QT 2 44150 44350 E1' 4.1 4950 10690 PO' X1 90000 40 9412 9733 OR 450 1000 442 1010 440.6 1285 440.7 1810 440 2120 GR 440 2670 434 3300 434 3S75 440 4360 446.7 5330 GR 438 S835 438 6525 436.1 6780 447.5 6950 444.8 7480 GA 445 7950 440.2 8630 448 9147 439 9342 438 9412 GR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 OR 405.6 9591 409.6 9645 415.9 9647 427.4 9670 429.2 9689 GR 430.4 9715 430.4 9715 440.5 9733 440 9760 441.2 9210 OR 440 9640 438 10004 438 10690 445 10765 445 148SS FAA S1' 4.1 2900 8615 X1 90820 45 7725 7990 500 780 680 OR 436 1000 436 1920 440 2230 440 2640 436.9 2870 OR 440.5 3500 436.5 3692 438.5 4080 438.5 4440 445.1 4510 GR 448.5 4860 462.2 4920 457 5530 444 5860 437 6165 ^ OR 437.5 683S 439.5 7315 440 7510 440 7SSS 439 7600 GR 438 7635 437 7725 435 7760 434.5 7781 432.9 7833 GR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 GR 431.2 7970 441.3 7990 440.7 8046 440.7 8050 441.6 8099 OR 441.6 8100 440 8245 429.4 8284 429.4 2512 438 2550 OR 436 8600 445 8620 445 12805 445 12915 450 13000 I P^ r n DUPLICATION MODEL 20JM99 16:34:12 PAGE 2 BT 4.1 3900 10020 X1 92090 45 9000 9320 964 1234 1210 OR 452.80 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 OR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 419.8 4100 OR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5100 OR 440.20 5500 441.4 5600 445 6000 442.3 6080 440.0 6930 GR 441.60 6950 440. 6965 440 8250 446.5 8400 444 8600 GR 446.90 8700 441.2 8800 - 442.9 8940 445.2 8970 443 9000 OR 427 9135 412.7 9175 410.6 9190 426 9235 426 9260 OR 430 9300 442.5 9320, 440.9 9444 444.9 9594 429.8 9634 OR 429.8 9864 439.1 9900 440 10010 445 10025 445 14000 BT 4.1 2550 8710 XS 92300 42 7703 7969 210 21D 210 OR 438 1000 438 L5B0 436.6 2280 441.1 2710 438 3080 GR 442.3 3820 438 4450 441.4 4600 437 5080 446.4 5405 OR 437.8 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 OR 437.3 7703 433.9 7718 431.8 7757 427.6 7780 427.2 7804 OR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 421.6 7870 OR 423.3 7875 430.1 7890 431.1 7926 434.9 7938 415.1 7951 OR 439 7969 440.7 8000 440 8158 440 8159 440 8210 GR 429.9 6250 429.9 8480 440 9520 440 8700 445 8712 OR 445 12340 450 12580 NC .07 .06 .06 ET 4.1 2950 8650 X1 93620 49 8200 8180 2$70 1420 1320. OR 445 1000 445 1090 446 1180 446 1240 441 1530 OR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. OR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. OR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. OR 442.5 5760 445 5970 444 6280 442 6470 444 6660. OR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. OR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 OR 418 8230. 420 8260 414.5 8280 437.5 8380. 439 8400. OR 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140. OR 445 10220 445 12430 447 12840 450 12940. NC .07 .1 .06 ST 4.1 2950 8650 X1 93670 59 8200 6470. 50 50 50. OR 445 1000 445 1060 446 Liao 446 1240 441 1530. OR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. OR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. OR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. OR 442.5 5760 445 5970 444 6280 442 6470 444 6660. OR 444 7100 443 7320 439.5 7580 437.5 76LO 431 7630. OR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 07.5 8274 434 8275 434.3 6390 437.2 9391. GR 437.5 8420 439 8470 443.5 8620 444.9 9620 443.5 10000. GR 442 10140 443 10540 444 10650 444 10800 445 10910. OR 442.5 12000 442.5 12110 441 L2200 439 12210 441.5 12220. OR 444 12330 443.5 12430 447 12840 450. 12940. UUPLLCATSON MODEL 20SAN99 16:34:12 PAOS 3 NC .3 5 4.1 3000 &B00 ST %1 93730 44. 6490 8800 60 60 60. 9T 2 8490 443.5 439.6 8800 449.5 444.6 OR 450 1000 447 1420 447 1620 441 2030 442 2400 OR 441.5 3620 442 3820 450 4420 451 4820 447 5220. OR 447 5420 443.5 5820 443.5 6120 445 6380 442 6890 OR 445 7290 443.5 7860 - 441 7920 439.5 8010 437.55 8030 OR 431 8050 436.5 8090 441.5 8110 444 8120 443.5 8170 OR 443 8370 443.5 8490- 439.6 8490 436 8640 418 8650 OR 420 8670 414.5 8700 444.6 8800 440.5 8800 446 8870 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 OR 445 12720 445 12820 447 13120 450 13260 ST 4.1 3000 Beoo %1 93760 30 30 10 %2 1 NC .07 .07 .06 ST 4.1 3900 8650 %1 93810 58 8200 8450 50 50 50 OR 445 1000 445 1080 446 1180 446 1240 441 1530 OR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 OR 443 3720 446.5 3910 449.5 4200 449.5 4520 446.5 4710 OR 445.5 49L0 445.8 5000 446 5090 444 5240 442.5 5470 OR 442.5 5760 445 5970 444 6280 442 6470 444 6660 OR 444 7100 443 7320 439.5 7560 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7630 441 7940 439.5 8200 OR 418 8230 420 9260 414.5 8280 437.5 8380 439 6400 OR 439 8450 443.5 8590 444.5 9620 443.5 10000 442 10140 OR 443 10540 444 10650 444 10600 445 L0930 442.5 12000. OR 442.5 12110 441 12200 439 12210 441 12220 444 12330. OR 443.5 12430 447 12840 450 12940. NC .07 .09 .06 .1 .3 ST 4.1 3100 10700 %1 97570 56 5490 3680 2100 1700 3760 OR 450 600 446 820 444 880 444 1150 442 1420 OR 442 1870 440 2180 440 3900 442 3820 444 4030 DR. 444 4220 440 4360 440 5200 442 5330 442 5460 OR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 416 5630 440 5680 440 5920 442 6000 442 6690 OR 440 6750 436 6630 438 7200 440 73SO 433.2 7360 OR 433.2 7440 440 7470 440 7500 442 8000 442 8150 OR 440 8160 440 8175 433.2 8200 433.2 9265 440 8270 OR 442 8350 442 9230 444 9520 440 9630 434 9655 OR 428 9670 428 9685 434 9700 440 9710 444 9760 OR 446 10005 446.3 10275 446 10560 446 11000 446 12100 OR 450 12170 DUPLICATION MODEL P. P. P" n 30JAN59 16:34:12 PAGE 4 4.1 1930 9480 ET 49 4035 4215 B00 700 880 C1 98450 1030 441.5 1190 439.7 1200 439.7 1830 OR 4S1 1000 444 441.2 2925 442.5 3080 443 1180 OR 442 1840 440.5 2500 4000 445.7 4035 426.9 4090 OR 443 3700 444.5 '3880 444.9 4290 444.5 4390 442.9 5415 OR 426 4180 443 4215 442.9 5685 443 6640 442.5 6700 OR 443.4 5500 442.1 5600 444.5 7115 439.8 7500 440 7600 OR 442.5 6800 441.4 7000 440.2 BB00 443.5 8900 446.5 9000 OR 441.6 7800 442 6200 443.6 9235 438.3 9265 429.5 9305 OR 446.5 9100 447.5 9185 447.3 446.9 10900 446.5 11000 OR 446 9325 447.5 9800 446 10400 448 L1100 455 11200 457.5 11300 459.2 11420 OR 4.1 2690 9530 ET %1 99280 49 4035 4215 750 750 630 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1630 OR 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 OR 442 3880 444.9 4000 445.7 4035 428.9 4090 OR 443 3700 444.5 442.9 4290 444.5 4390 442.9 5415 OR 42B 4180 443 4215 5665 443 6640 442.5 6700 OR 443.4 5500 442.1 5600 442.5 7500 440 7600 OR 442.5 6600 441.4 7000 440.2 7115 439.8 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 OR 441.6 9335 447.3 9385 428.3 9415 428.5 9455 OR 446.5 9300 447.5 9800 447 10400 446.9 10900 447 11000 OR OR 446 448 9475 11100 447.5 455 11200 457.5 11300 459.2 11420 ST 4.1 3300 9750 XS 100040 49 4035 42L5 760 760 760 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 OR 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 OR 442 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 OR 443 443 4215 442.9 4290 444.5 4390 442.9 5415 OR 430 4180 5600 444.5 5685 443 6640 442.5 6700 OR 443.4 5500 442.1 7115 439.8 7500 440 7600 OR 442.5 6800 441.4 7000 440.2 OR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 OR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 OR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 OR 448 L130U 455 11200 457.5 11300 459.2 11420 8T 4.1 2840 9700 X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 OR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. OR 444.8 L630. 444.9 1636. 446.0 1646. 445.7 2153. 445.8 2245. OR 446.6 2479. 447.5 2599. 447.9 2675. 448.0 2746. 445.2 2846. OR 445.2 2946. 448.3 1061. 448.3 3075. 449.0 3213. 449.2 3306. OR 449.6 3333. 438.7 3385. 434.9 3436. 431.4 3449. 430.0 3470. OR 439.9 3496. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3605. OR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 444.0 4664. OR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880. 446.4 4962. OR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. OR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444.0 5891. OR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. OR 443.3 6727. 443.5 682S. 443.6 6846. 444.2 7019. 444.2 7402. DUPLICATION MODEL 20TAN99 16:34:12 OR 444.2 7408. 444.8 7823. 445.2 7947. 444.7 7992. OR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. OR 447.4 8770. 447.4 8819. 437.9 8648, 436.1 8887. OR 447.8 8964. 447.8 9089, 445.0 9182. 446.4 9223. OR 447.8 9315. 439.8 9326. 433.2 9367. 439.7 9398. OR 444.9 9460. 447.6 9490. 447.4 9548. 447.3 9655. OR 447.5 10034. 448.0 10132. 449.4 10229. 453.6 10326. OR 457.1 10540. ET 4.1 2580 8630 Y1 106080 S2 2630. 2850. 1850.0 1775.0 3020.0 OR 460 1000 453.5 1160 450 1440 451 1870 OR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 OR 432.5 2740 430 2760 444 2800 452 2850 OR 450 2900 453 2970 451 3160 450 3820 OR 449 4150 445.5 4570 444 4620 441.5 4630 OR 445 4680 444 4810 441 4820 441 4830 GR 446 54SO 447 6070 446.5 6610 446.5 7020 OR 445 7210 446.5 7160 446.5 7740 448.5 8250 OR 446 8360 447.5 8440 449 8470 433 8480 OR 433 8550 415.5 8590 443.5 8610 449 8640 OR 446.5 9050 455 9660 444.3 8019. 446.6 8564. 446.9 8906. 447.1 9285. 440.9 9419, 446.6 9912. 455.5 10423. 453 2220 439.5 2730 453.5 2890 445 3950 441.5 4670 444 4840 447 7140 443 8340 420 8520 448.5 8800 r P^� Inu r DUPLICATION MODEL 20SAN99 16:34:12 T1 DUPLICATION OF EPPSCTIVS PIS PLOODWAY MODEL T2 100 -YR DISCNARGSS - SNCROACMRU PROPILS T3 SI.M POEM TRINITY RIVER J1 ICRSCK INQ NINV IDIR STRT MSTRIC WINS Q WSEL PQ 3 443.49 32 NPROP IPLOT PRPVS %SEW %S9CR PN ALLUC ISW CNNIM ITRACS 15 -1 PAGE 6 a 20JAN99 16:34:12 rrrrr•fr rre•rrr•frr urffr urrr•f MEC-2 WATER SURFACE PROFILES V.i... 4.6.2; May 1991 r rrrrrr••rrrr r f•rr•• r rr••f••rrrrrr•rr DVPLICATION MODEL PASS 7 THIS RUN EKECUT80 20JM99 16:34:12 NOTE- ASTERISK (•) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT DIFWSP SECNO CWSSL Q SETA tt .00 409.60 2.26 7382.51 1008.24 90000.000 10747.96 443.41 .08 44350.00 3.81 90000.000 443.49 44350.00 .00 90890.000 443.60 6232.86 44350.00 1000.00 • 90680.000 443.97 414.50 44350.00 2.42 4351.52 92090.000 2900.00 443.91 8615.00 44350.00 .00 410.60 92090.000 2.09 444.36 44350.00 10021.74 92300.000 .47 443.98 44350.00 5639.61 92300.000 444.47 44350.00 415.10 r 93620.000 7437.88 444.69 1000.00 44350.00 3709.51 • 93620.000 415.10 445.26 2.14 44350.00 2550.00 8710.00 .00 414.50 4.73 93670.000 444.62 44350.00 .57 93670.000 445.43 4332.35 44350.00 2950.00 • 93730.000 444.98 431.00 44350.00 3.41 9696.05 • 93730.000 1306.21 445.56 12385.10 44350.00 .61 - 93760.000 4.59 445.04 44350.00 8650.00 • 93760.000 .00 445.66 44350.00 5236.82 f 93810.000 445.22 44350.00 414.50 • 91810.000 4301.67 445.78 3000.00 44350.00 8800.00 • 97570.000 414.50 445.96 4.30 44350.00 1615.97 • 97570.000 12826.05 446.82 .64 44350.00 F� 4325.71 3000.00 8800.00 .00 • 98450.000 446.19 10076.32 44350.00 1000.00 98450.000 447.03 414.50 44350.00 4.46 DIFWSP ELMIN VCH TOPWID SETA SNORT .00 409.60 2.26 7382.51 1008.24 10747.96 .08 409.60 3.81 3503.30 5516.33 10690.00 .00 414.50 2.08 6232.86 1000.00 8616.01 .36 414.50 2.42 4351.52 2900.00 8615.00 .00 410.60 2.09 7951.15 1432.00 10021.74 .47 410.60 2.41 5639.61 3900.00 10020.00 .00 415.10 1.93 7437.88 1000.00 3709.51 .49 415.10 2.14 5943.04 2550.00 8710.00 .00 414.50 4.73 7348.31 1316.03 10211.71 .57 414.50 S.SS 4332.35 2950.00 6650.00 .00 431.00 3.41 9696.05 1306.21 12385.10 .61 431.00 4.59 4349.72 2950.00 8650.00 .00 414.50 4.61 5236.82 1832.18 8800.00 .68 414.50 4.57 4301.67 3000.00 8800.00 .00 414.50 4.30 7802.20 1615.97 12826.05 .64 414.50 4.36 4325.71 3000.00 8800.00 .00 414.50 3.43 10076.32 1000.00 12631.33 .56 414.50 4.46 4574.86 2900.00 8850.00 .00 423.00 2.21 9182.30 820.53 10002.83 .84 423.00 2.33 7600.00 3100.00 10700.00 .00 426.00 3.25 8302.07 1020.60 10506.85 .84 426.00 3.17 7459.65 1930.00 9480.00 n r PAGE 8 n DUPLICATION MODEL 20SAN99 16:34:12 SSCNO CWSSL Q DIFWSP SLMIN VQ TOPWID SSTA SNDST 99280.000 446.54 44350.00 .00 428.00 2.77 6487.64 1019.12 9591.63 99280.000 447.38 44350.00 .84 428.00 3.19 6804.38 2690.00 9530.00 100040.000 446.83 44350.00 .00 428.30 2.54 8536.51 1017.85 9773.12 100040.000 447.71 44350.00 .88 428.30 2.68 7450.00 2300.00 9750.00 103060.000 448.11 44350.00 .00 430.00 4.44 SS76.71 2150.70 10139.76 • 103060.000 448.88 44350.00 .77 430.00 3.92 6712.46 2840.00 9700.00 106080.000 450.57 44350.00 .00 420.00 3.19 6543.06 1394.46 9342.03 106080.000 450.88 44350.00 .31 420.00 3.09 5610.38 2648.69 8630.00 PAGE 8 n r OUPLIGTION M008G 20JAN99 16:34:12 r PAGE 9 SUNNARY OF ERRORS AND SPECIAL NOTES i pm WARNING SSCNO. 90880.000 PROFILE. 2 . CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 93620.000 PROFILE. 1 CONVEYANCE C3 S OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93620.000 PROFILE. 2 CONVEYANCE CHA S OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93730.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANDS CAUTION SSCNO. 93030.000 PROFILE. 2 BRIDGE OEM DEFINITION ERROR CAUTION SSCNO. 93760.000 PROFILE. 2 BRIDGE DECK DBPINITION ERROR r WARNING SSCNO. 93810.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 93810.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 97570.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 97570.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 98450.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 103060.000 PROFILE. 1 CONVBYAHCB C GB OUTSIDE ACCEPTABLE RANDS WARNING SE0N0. 103060.000 PROFILE. 2 CONVEYANCE CHANGE OUT IDS ACCBPT'ABLE RANGE r PAGE 9 r r�+ FLOODPLAIN MULTIPLE PROFILE DUPLICATION MODEL I r. r r r-- DUPLICATION MODEL MULTIPLE PROFILE Yfl Yif Yif wYff fYtlfwytlrlrfllwfflYfw!!*YIYYyi Ylwiflyf Yyf vixlYy tf YYlfflY yf lYY yffYyf wf * HSC -2 WATER a SURFACE PROFILES f + Vareion 4.6.2; w a May 1991 i » r » RUN DATE 24APR99 TIME 14:22:34 xl Ya• rY»l ryerrr +l +ylr »yyfrYxlfrrtfrrxliy »r xfrrsx ++ arra) *Y +firafarY »!lrr +!*wrlryrr ++ 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 + U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER + 609 SECOND STREET, SUITS D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 r DUPLICATION MODEL MULTIPLE PROFILE 24APR99 14:22:34 ♦* *xr•rr*xx **r *r +xx * * *xx * +r *x * ++ *rr+e 440 2120 4360 446.7 HEC -2 WATER SURFACE PROFILES 444.8 7480 9342 438 Version 4.6.2; May 1991 9589 9670 429.2 9689 aerra* *x *++xr * + *rrrr *rr + + + *rr+rrrrrrr 10765 445 14855 2640 T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL 4510 5860 T2 10 -YR DISCHARGES 7585 439 7600 7783 T3 BLM PORK TRINITY RIVER 430.4 7959 (EFFISDPM.IH2] J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 2 J2 NPROR IPLOT PRFVS XSHCV XSECH FN ALLDC IEW 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 JS LPRNT NUMSEC * * * * * * * *RSQUSSTHD SECTION NUMBERS * ** *** ** -10 -10 NC .08 .06 .075 .1 .3 QT 4 24300 37100 44350 60400 STARTING WATER SURFACE ELEVATIONS ESTIMATED PROM PIS FLOOD PROFILES X1 90000 40 9412 9733 OR 450 1000 442 1010 440.8 1285 440.7 OR 440 2670 434 3300 434 3575 440 OR 438 5835 430 6525 436.1 6780 447.5 OR 445 7950 440.2 8630 448 9147 439 OR 435 9442 434.4 9452 431.4 9522 431 GA 409.6 9591 409.6 9645 415.9 9647 427.4 OR 430.4 9715 430.4 9715 440.5 9733 440 OR 440 9840 438 10004 438 10690 445 X1 90880 45 7725 7990 500 760 880 OR 438 1000 438 1920 440 2230 440 GR 440.5 3500 436.5 3692 438.5 4060 438.5 OR 448.5 4860 462.2 4920 457 5530 444 OR 437.5 6835 439.5 7315 440 7510 440 OR 438 7635 437 7725 435 7760 434.5 OR 416.5 7866 414.5 7867 414.5 7939 416.5 OR 431.8 7970 441.3 7990 440.7 8046 440.7 OR 441.8 8100 440 8245 429.4 8284 429.4 PAGE 1 THIS RUN EXECUTED 24APR99 14:22:34 WSHL PQ 439.3 CHNIM ITRACE 1810 440 2120 4360 446.7 5330 6950 444.8 7480 9342 438 9412 9557 415.9 9589 9670 429.2 9689 9760 441.2 9810 10765 445 14855 2640 436.9 2870 4440 445.1 4510 5860 437 6165 7585 439 7600 7783 432.9 7833 7940 430.4 7959 8050 441.8 8099 8512 438 8550 I n r r I DUPLICATION MODEL MULTIPLE PROFILE r 24APR99 14:22:34 PAGE 2 GR 438 8600 445 8620 445 12805 445 12915 450 13000 X1 92090 45 9000 9320 964 1234 1210 GR 452.80 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 GR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 439.8 4100 GR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 GR 440.20 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 GR 441.60 6950 440. 6965 440 8250 446.5 8400 444 8600 GR 446.90 8700 441.2 8800 442.8 8940 445.2 8970 443 9000 GR 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 GR 430 9300 442.5 9320 440.9 9444 444.9 9594 429.8 9634 GR 429.8 9864 439.1 9900 440 10010 445 10025 445 14000 X1 92300 42 7703 7969 210 210 210 GR 438 1000 438 1580 438.6 2280 441.1 2710 438 3080 GR 442.3 3820 438 4450 441.4 4800 437 5080 446.4 5405 GR 437.8 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 GR 437.3 7703 433.8 7718 431.8 7757 427.6 7780 427.2 7804 GR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 421.6 7870 GR 423.3 7875 430.1 7890 431.1 7926 434.9 7938 435.1 7951 GR 439 7969 440.7 8000 440 8158 440 8159 440 8210 GR 429.9 8250 429.9 8480 440 8520 440 6700 445 8712 GR 445 12340 450 12580 NC .07 .06 .06 X1 93620 49 8200 8380 2570 1420 1320. GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. OR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7630 441 7940 439.5 8200 GR 418 8230. 420 8260 414.5 8280 437.5 8380. 439 8400. GR 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140. GR 445 10220 445 12430 447 12640 450 12940. Sc .07 .1 .06 X1 93670 59 8200 8470. 50 50 50. GR 445 1000 445 1060 446 1180 446 1240 441 1530. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. OR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 $760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 8391. GR 437.5 6420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 443 10540 444 10650 444 10800 445 10930. GR 442.5 12000 442.5 12110 441 12200 439 12210 441.5 12220. GR 444 12330 443.5 12430 447 12840 450. 12940. r DUPLICATION MODEL MULTIPLE PROFILE I 24APR99 14:22:34 PAGE 3 NC .3 .5 n X1 93730 44. 8490 8800 60 60 60. BT 2 8490 443.5 439.6 8800 448.5 444.6 GR 450 1000 447 1420 447 1620 443 2020 442 2480 OR 441.5 3620 442 3820 450 4420 451 4820 447 5220. GR 447 5420 443.5 5820 443.5 6120 445 6380 442 6890 �,. GR 445 7290 443.5 7860 441 7920 439.5 8010 437.5 8030 OR 431 8050 436.5 8090 441.5 8110 444 8120 443.5 8170 OR 443 8370 443.5 8490 439.6 8490 436 8640 418 0650 GR 420 8670 414.5 8700 444.6 8800 448.5 8800 446 8870 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 GR 445 12720 445 12820 447 13120 450 13260 X1 .93760 30 30 30 X2 1 r NC .07 .07 .06 X1 93810 58 8200 8450 50 50 50 GR 445 1000 445 1080 446 1180 446 1240 441 1530 OR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 • GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230 420 8260 414.5 8280 437.5 8380 439 8400 GR 439 8450 443.5 8590 444.5 9620 443.5 10000 442 10140 GR 443 10540 444 10650 444 10800 445 10930 442.5 12000. r' GR 442.5 12110 441 12200 439 12210 441 12220 444 12330. GR 443.5 12430 447 12840 450 12940. NC .07 .09 .06 .1 .3 XL 97570 56 5490 5680 2100 1700 3760 OR 450 600 446 820 444 800 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 OR 444 4220 440 4360 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 OR 436 5630 440 5680 440 5920 442 6000 442 6680 GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 7500 442 8000 442 8150 GR 440 8160 440 8175 433.2 8200 433.2 8265 440 8270 ^ GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 OR 450 12170 r X1 98450 49 4035 4215 800 700 880 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 OR 443 3700 444.5 3880 444.9 4000 445.7 4035 426.9 4090 GR 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 426 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 OR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 I ^ DUPLICATION MODEL MULTIPLE PROPILE i ^ 24APR99 14:22:34 PAGE 4 r GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9000 GR 446.5 9100 447.5 9185 447.3 9235 428.3 9265 428.5 9305 r' OR 446 9325 447.5 9800 446 10400 446.9 10900 446.5 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 X1 99280 49 4035 4215 750 750 830 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 428.9 4090 GR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5685 443 6640 442.5 6700 ^ OR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 X1 100040 49 4035 4215 760 760 760 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 l� GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 OR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 r GR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 OR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 OR 448 11100 455 11200 457.5 11300 459.2 11420 r %1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. GR 444.8 1630. 444.9 1638. 446.0 1646. 445.7 2153. 445.8 2245. OR 446.6 2479. 447.5 2599. 447.9 2675. 448.0 2746. 445.2 2846. OR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449.2 3306. ^ GR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3605. GR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880. 446.4 4962. r^ GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. .. GR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444.0 5891. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. GR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. GR 444.2 7408. 444.8 7823. 445.2 7947. 444.7 7992. 444.3 8019. ^ GR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 8564. GR 447.4 8770. 447.4 8819. 437.9 8848. 436.1 8887. 446.9 8906. GR 447.8 8964. 447.8 9089. 445.0 9182. 446.4 9223. 447.1 9285. GR 447.8 9315. 439.8 9326. 433.2 9367. 439.7 9398. 440.9 9439. ^ GR 444.9 9460. 447.6 9490. 447.4 9548. 447.3 9655. 446.6 9912. GR 447.5 10034. 448.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. GR 457.1 10540. i ^ n 24APR99 14:22:34 DUPLICATION MODEL MULTIPLE PROFILE PAGE 5 X1 106080 52 2630. 2850. 1850.0 1775.0 3020.0 GR 460 1000 453,5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447,5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445,5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 OR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 OR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 8340 GR 446 8380 447.5 8440 449 6470 433 8480 420 8520 GR 433 8550 435.5 8590 443.5 8610 449 6640 448.5 8800 GR 446.5 9050 455 9660 I r r r DUPLICATION MODEL MULTIPLE PROPILE r 24APR99 14:22:34 T1 DUPLICATION OF EFFECTIVE PIS MULTI- PROFILH MODEL T2 50 -YR DISCHARGES f T3 ELM PORK TRINITY RIVER S1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q p 3 J2 NPROP IPLOT PRFVS XSECV XSHCH PN ALLDC IHW 2 -1 WSEL PQ 441.8 CHNIM ITRACH PAGE 6 I'� DUPLICATION MODEL MULTIPLE PROFILE p' r PAGE 7 I 24APR99 14:22:34 T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 100 -YR DISCHARGSS T3 ELM PORK TRINITY RIVER S1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ n 4 443.41 S2 NPROF IPLOT PRFVS XSBCV XSECH PN ALLDC IBW CHNIM ITRACE 3 -1 p' r PAGE 7 I DUPLICATION MODEL MULTIPLE PROFILE n I r n r I P` 1 WSEL PQ 24APR99 14:22:34 CHNIM ITRACB T1 DUPLICATION OF SFPSCTIVE FIE MULTI- PROPILB MODEL T2 500 -YR DISCHARGES ^' T3 ELM FORK TRINITY RIVER J1 ICHBCK INQ NINV IDIR STRT METRIC HVINS Q 5 J2 NPROP IPLOT PRFVS XSECV XSECH PH ALLDC IBW 15 -1 n I r n r I P` 1 WSEL PQ 445.9 CHNIM ITRACB PAGE e DUPLICATION MODEL MULTIPLE PROFILE r 24APR99 14:22:34 PAGE 9 THIS RUN EXECUTED 24APR99 14:22:35 + rrr++ + *rr + *rr *rrrr *rrrr+r * *r+++rrrrr HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 arrrr+ + *rrr * * + +r++rrrra * ++rrr +r•++r ** NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST r ' SLM PORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SECNO XLCH SLTRD ELLC ELMIN Q CWSBL CRIWS EG 30 *KS VCH AREA .01K 90000.000 .00 .00 .00 409.60 24300.00 439.30 .00 439.44 12.62 3.67 11404.23 6840.27 90000.000 .00 .00 .00 409.60 37100.00 441.80 .00 441.86 5.85 2.81 24447.14 r 15340.65 90000.000 .00 .00 .00 409.60 44350.00 443.41 .00 443.44 3.32 2.26 35733.24 24347.15 90000.000 .00 .00 .00 409.60 60400,00 445.90 .00 445.92 1.84 1.85 59747.54 44528.46 r I 90880.000 880.00 .00 .00 414.50 24300,00 440.01 .00 440.11 6.63 2.75 14743.65 9436.10 90880.000 880.00 .00 .00 414.50 37100.00 442.14 .00 442.19 4.14 2.39 27391.50 18244.21 90880.000 880.00 .00 .00 414.50 44350.00 443.60 .00 443.64 2.76 2.08 36481.13 26690.91 90880.000 860.00 .00 .00 414.50 60400.00 446.01 .00 446.03 1.78 1.82 56006.86 45260.51 r" 92090.000 1210.00 .00 .00 410.60 24300.00 440.72 .00 440.80 5.51 2.56 15035.36 10348.14 92090.000 1210.00 .00 .00 410.60 37100,00 442.60 .00 442.66 4.34 2.39 26899.09 17804.15 92090.000 1210.00 .00 .00 410.60 44350.00 443.91 .00 443.95 2.99 2.09 37021.61 25663.02 92090.000 1210.00 .00 .00 410.60 60400.00 446.20 .00 446.22 1.75 1.75 61190.09 45595.37 92300.000 210.00 .00 .00 415.10 24300.00 440.85 .00 440.92 4.98 2.37 18273.26 10894.23 92300.000 210.00 .00 .00 415.10 37100.00 442.70 .00 442.74 3.50 2.17 31155.26 19832.31 92300.000 210.00 .00 .00 415.10 44350.00 443.98 .00 444.01 2.47 1.93 40568.76 28233.98 92300.000 210.00 .00 .00 415.10 60400.00 446.24 .00 446.26 1.58 1.68 62247.29 48115.69 t• + 93620.000 1320.00 .00 .00 414.50 24300.00 441.90 .00 442.22 10.91 5.33 9090.01 7357.96 * 93620.000 1320.00 .00 .00 414.50 37100.00 443.62 .00 443.85 9.42 5.27 16005.95 12087.92 * 93620.000 1320.00 .00 .00 414.50 44350.00 444.69 .00 444.84 7.07 4.73 22800.47 16681.18 * 93620.000 1320.00 .00 .00 414.50 60400.00 446.69 .00 446.76 3.69 3.64 42684.94 31428.60 n - + 93670.000 50.00 .00 .00 431.00 24300.00 442.12 .00 442.32 41.14 5.11 8140.43 3788.51 93670.000 50.00 .00 .00 431.00 37100.00 443.82 .00 443.93 18.47 4.05 16722.76 8631.77 93670.000 50.00 .00 .00 431.00 44350.00 444.82 .00 444.90 11.04 3.41 25430.74 13349.95 93670.000 50.00 .00 .00 431.00 60400.00 446.75 .00 446.78 4.93 2.61 45478.22 r DUPLICATION MODEL MULTIPLE PROFILE 27196.46 54.22 6.31 4617.07 00 444.23 62.09 5.94 9052.19 00 445.08 45.19 4.61 13469.73 00 446.85 17.11 2.70 29733.11 93730.000 60.00 443.50 444.60 414.50 29300.00 442.24 3300.21 * 93730.000 60.00 443.50 444.60 414.50 37100.00 443.88 4708.26 n * 93730.000 60.00 443.50 444.60 414.50 44350.00 444.88 6597.62 * 93730.000 60.00 443.50 444.60 414.50 60400.00 446.77 14602.01 r t 00 442.77 54.22 6.31 4617.07 00 444.23 62.09 5.94 9052.19 00 445.08 45.19 4.61 13469.73 00 446.85 17.11 2.70 29733.11 I DUPLICATION MODEL MULTIPLE PROFILE 24APR99 14:22:34 PAGE 10 r SHCNO XLCH SITED ELLC HLMIN Q CWSHL CRIWS EG 10 +KS VCR AREA .01K r 93760.000 30.00 443.50 444.60 414.50 24300.00 442.49 .00 442.95 50.38 5.99 5111.22 3423.69 93760.000 30.00 443.50 444.60 414.50 37100.00 444.16 .00 444.43 52.14 5.25 10206.48 r 5137.85 93760.000 30.00 443.50 444.60 414.50 44350.00 445.04 .00 445.21 39.85 4.30 14394.64 7025.86 93760.000 30.00 443.50 444.60 414.50 60400.00 446.83 .00 446.91 16.34 2.64 30311.86 14941.33 r * 93810.000 50.00 .00 .00 414.50 24300.00 442.99 .00 443.12 6.44 3.66 13678.47 9572.01 * 93810.000 50.00 .00 .00 414.50 37100.00 444.45 .00 444.55 5.63 3.64 23638.37 15637.55 r + 93810.000 50.00 .00 .00 414.50 44350.00 445.22 .00 445.29 4.70 3.43 31103.70 20459.75 r 93810.000 50.00 .00 .00 414.50 60400.00 446.90 .00 446.94 2.97 2.91 49006.05 35075.66 r + 97570.000 3760.00 .00 .00 423.00 24300.00 444.01 .00 444.03 2.09 2.06 29818.52 • 16790.19 * 97570.000 3760.00 .00 .00 423.00 37100.00 445.32 .00 445.35 2.06 2.17 41601.75 25874.44 * 97570.000 3760.00 .00 .00 423.00 44350.00 445.98 .00 446.00 2.02 2.21 47601.16 31239.03 97570.000 3760.00 .00 .00 423.00 60400.00 447.44 .00 447.46 1.76 2.19 63955.03 45523.53 r + 98450.000 880.00 .00 .00 426.00 24300.00 444.24 .00 444.31 5.91 3.34 18507.66 • 9993.12 r 98450.000 880.00 .00 .00 426.00 37100.00 445.54 .00 445.60 5.19 3.28 28808.39 ' 6285.66 98450.000 880.00 .00 .00 426.00 44350.00 446.19 .00 446.24 4.82 3.25 34058.73 20204.83 + 98450.000 880.00 .00 .00 426.00 60400.00 447.61 .00 447.66 3.87 3.09 47419.78 30710.44 r 99280.000 830.00 .00 .00 428.00 24300.00 444.66 .00 444.70 4.41 2.73 22600.43 • 11570.13 99280.000 830.00 .00 .00 428.00 37100.00 445.91 .00 445.95 4.05 2.75 32752.93 18433.78 r 99280.000 830.00 .00 .00 426.00 44350.00 446.54 .00 446.57 3.87 2.77 37937.84 22551.95 99280.000 830.00 .00 .00 428.00 60400.00 447.90 .00 447.93 3.32 2.73 50699.86 33159.57 r 100040.000 760.00 .00 .00 428.30 24300.00 444.99 .00 445.02 3.96 2.42 23926.13 12215.08 100040.000 760.00 .00 .00 428.30 37100.00 446.22 .00 446.24 3.74 2.50 33931.84 �. 19189.59 100040.000 760.00 .00 .00 426.30 44350.00 446.83 .00 446.86 3.61 2.54 39065.74 23330.86 100040.000 760.00 .00 .00 428.30 60400.00 448.15 .00 448.18 3.17 2.54 51874.95 33906.21 n * 103060.000 3020.00 .00 .00 430.00 24300.00 446.53 .00 446.66 20.67 4.68 12626.92 5344.77 * 103060.000 3020.00 .00 .00 430.00 37100.00 447.59 .00 447.69 17.85 4.55 19933.27 8782.34 * 103060.000 3020.00 .00 .00 430.00 44350.00 448.11 .00 448.20 16.04 4.44 24275.03 11072.66 * 103060.000 3020.00 .00 .00 430.00 60400.00 449.21 .00 449.28 12.45 4.13 33961.10 17116.10 r * 106080.000 3020.00 .00 .00 420.00 24300.00 449.09 .00 449.13 7.75 2.72 17426.80 8726.28 * 106080.000 3020.00 .00 .00 420.00 37100.00 450.11 .00 450.16 9.08 3.04 23292.89 ^ 12315.18 106080.000 3020.00 .00 .00 420.00 44350.00 450.57 .00 450.62 9.70 3.19 26212.53 14237.99 106080.000 3020.00 .00 .00 420.00 60400.00 451.45 .00 451.52 10.74 3.45 32405.79 r r 18433.1] DUPLICATION MODEL MULTIPLE PROFILE W� F- r 24APR99 14:22:34 ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 DUPLICATION MODEL MULTIPLE PROFILE I PAGE 11 SECNO Q CWSEL DIFWSP DIFWSX DIPKWS TOPWID XLCH r- 90000.000 24300.00 439.30 .00 .00 .00 3794.98 .00 90000.000 37100.00 441.80 2.50 .00 .00 6597.43 .00 90000.000 44350.00 443.41 1.61 .00 .00 7382.51 .00 90000.000 60400.00 445.90 2.49 .00 .00 13164.99 .00 n 90880.000 24300.00 440.01 .00 .71 .00 5662.63 880.00 90880.000 37100.00 442.14 2.12 .34 .00 6149.13 880.00 90680.000 44350.00 443.60 1.47 .19 .00 6232.86 880.00 90880.000 60400.00 446.01 2.41 .11 .00 10727.07 880.00 F- 92090.000 24300.00 440.72 .00 .71 .00 5311.93 1210.00 92090.000 37100.00 442.60 1.88 .46 .00 7463.43 1210.00 92090.000 44350.00 443.91 1.31 .31 .00 7951.15 1210.00 !^ 92090.000 60400.00 446.20 2.29 .19 .00 12681.22 1210.00 - 92300.000 24300.00 440.85 .00 .13 .00 6454.84 210.00 92300.000 37100.00 442.70 1.85 .10 .00 7291.79 210.00 92300.000 44350.00 443.98 1.28 .07 .00 7437.88 210.00 92300.000 60400.00 446.24 2.26 .04 .00 11381.40 210.00 * 93620.000 24300.00 441.90 .00 1.05 .00 3278.92 1320.00 * 93620.000 37100.00 443.62 1.72 .92 .00 4982.29 1320.00 r' * 93620.000 44350.00 444.69 1.07 .71 .00 7348.31 1320.00 * 93620.000 60400.00 446.69 2.00 .45 .00 10914.10 1320.00 * 93670.000 24300.00 442.12 .00 .22 .00 3564.06 50.00 93670.000 37100.00 443.82 1.69 .20 .00 6854.92 50.00 93670.000 44350.00 444.82 1.01 .14 .00 9698.05 50.00 93670.000 60400.00 446.75 1.92 .05 .00 10957.52 50.00 93730.000 24300.00 442.24 .00 .12 .00 2067.72 60.00 !^ * 93730.000 37100.00 443.88 1.64 .06 .00 4077.52 60.00 * 93730.000 44350.00 444.88 1.00 .06 .00 5236.82 60.00 * 93730.000 60400.00 446.77 1.89 .03 .00 10125.95 60.00 93760.000 24300.00 442.49 .00 .25 .00 2282.21 30.00 r , • 93760.000 37100.00 444.16 1.68 .28 .00 4420.79 30.00 93760.000 44350.00 445.04 .88 .16 .00 7802.20 30.00 93760.000 60400.00 446.83 1.79 .05 .00 10152.90 30.00 * 93810.000 24300.00 442.99 .00 .50 .00 5149.56 50.00 * 93810.000 37100.00 444.45 1.46 .29 .00 9166.58 50.00 * 93810.000 44350.00 445.22 .77 .18 .00 10076.32 50.00 * 93810.000 60400.00 446.90 1.68 .07 .00 11007.69 50.00 I PAGE 11 24APR99 14:22:34 DUPLICATION MODEL MULTIPLE PROPILR SECNO Q CWSRL DIPWSP DIPWSX DIPKWS TOPWID XLCE * 97570.000 24300.00 444.01 .00 1.02 .00 8882.05 3760.00 * 97570.000 37100.00 445.32 1.31 .87 .00 9082.11 3760.00 * 97570.000 44350.00 445.98 .66 .76 .00 9182.30 3760.00 97570.000 60400.00 447.44 1.45 .53 .00 11384.12 3760.00 * 98450.000 24300.00 444.24 .00 .23 .00 7426.82 880.00 * 98450.000 37100.00 445.54 1.31 .22 .00 8024.05 880.00 * 98450.000 44350.00 446.19 .65 .21 .00 6302.07 880.00 * 98450.000 60400.00 447.61 1.42 .18 .00 10060.41 880.00 99280.000 24300.00 444.66 .00 .42 .00 7963.60 830.00 99280.000 37100.00 445.91 1.25 .37 .00 8207.25 830.00 99280.000 44350.00 446.54 .62 .35 .00 8467.64 830.00 99280.000 60400.00 447.90 1.36 .28 .00 10076.30 830.00 100040.000 24300.00 444.99 .00 .33 .00 8074.81 760.00 100040.000 37100.00 446.22 1.23 .30 .00 8248.01 760.00 100040.000 44350.00 446.83 .61 .29 .00 8536.51 760.00 100040.000 60400.00 448.15 1.32 .25 .00 10089.87 760.00 * 103060.000 24300.00 446.53 .00 1.54 .00 5956.49 3020.00 * 103060.000 37100.00 447.59 1.06 1.37 .00 8012.32 3020.00 * 103060.000 44350.00 448.11 .52 1.28 .00 8576.71 3020.00 * 103060.000 60400.00 449.21 1.10 1.06 .00 9062.54 3020.00 * 106080.000 24300.00 449.09 .00 2.56 .00 5672.68 3020.00 * 106080.000 37100.00 450.11 1.02 2.52 .00 5931.05 3020.00 106080.000 44350.00 450.57 .46 2.46 .00 6543.06 3020.00 106000.000 60400.00 451.45 .88 2.24 .00 7325.99 3020.00 PAGE 12 r 24APR99 14:22:34 SUMMARY OF ERRORS AND SPECIAL NOTES DUPLICATION MODEL MULTIPLE PROFILE r PAGE 13 WARNING SECNO. 93620.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE �. WARNING SSCNO. 93620.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 93620.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 93620.000 PROPILB. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93670.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r WARNING SECNO. 93730.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93730.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r WARNING S8IN0. 93810.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROPILB. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO- 93810.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO= 93810.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r WARNING SSCNO. 97570.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 97570.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 97570.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE n WARNING SBINO: 98450.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTANCE RANGE WARNING SSCNO. 98450.000 PROFILE. 2 CONVEYANCE CHANGS OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 98450.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 98450.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SBCNO= 103060.000 PROFILE= 1 CONV13YMCH CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SHCNO= 103060.000 PROPILB= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 103060.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE �. WARNING SECNO= 103060.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 106080.000 PROFILE= 1 CONVEYANCS CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 106080.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r PAGE 13 Upper Trinity River ^_ _'T V �4 n! VICFWI! Corps Model Delineations 1 +86 -- - ---------- Test (7 _�l Plots October 1997 28 - - - - - - - - - - - - - - - - -^} --- - -__ -_ _ SHEET 53, 78 Legend 9W+08 z Delineation Features IN LNE 988+84 500 Year Flood Boundary ------------ ---------- ffkiTVTFIOWU' 100 Year Flood Boundary A t SPF Flood Boundary 09+19 -------- --- * Cross Sections E Existing Levee _ -� ___ '•_ _ ____ 971+78 Centerlines 0 F. _ Base Flood Elevation 7. Floodway Boundary lime �4 co )39+4 J I go C� , 44 44 Ll •D 443 '/ y 45 C-',--� . . ........ 7 r. FIL 42 MO 915 30 7 17 VSRDWLM A r j k 905 +32 C\ I J.1 W10 W_ WDC LOWL7 - - - - - - - 896+94 - TWER 1 6 'A7 NT 442 44 9 7(,Li - - - - - - - -- - - - - 871+91 867+93 - - - - -- - - - - - - - - - - 811+91 .__I _I I i - - A - I , --- - --- I I I I ''-- I , --- � .".- , --- , - , - - ., - - , -- . � I N .. � � ..� , � r t f� �� ��` :r-� 1..,.. �� ,,, EXISTING CONDITION FLOODWAY MODEL T T I X X x xxxxxx xXxxx x X x X X x X X X XXXXXXX XXXX X X X X X X x x x x X X XXXXXXX xxxxX XXXXX X X X xXxxx XXXXX x X xxxxxxx ' U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D + DAVIS, CALIFORNIA 95616 -4687 + (916) 756 -1104 I EXISTING CONDITION FLOODWAY MODEL ifr *fYfrww#ifrxww if rlrwfaaY if rrrw *f++ +Y1t ##+ Yrr #Yrt + # # #tfrr #rt #YrrriiwA #f rlrw ##++Y1 f HEC -2 WATER SURFACE PROFILES r + Version 4.6.2; May 1991 f RUN DATE 20JM99 TIME 16:34:12 ' ++ frwf•## a* rr #x#frrr+i#*rY #rrw+ +#Yrrw# +�rrr# + +rraaa+rr + + ++f Y *aw ++Yr. + * **•frYr *a*ffY EXISTING CONDITION PLOODWAY MODEL 20JAN99 16:34:12 PAGE 1 THIS RUN EXECUTED 20UM99 16:34:12 t +a** *t *+ +x +aa * * *x *tx***rrraa ***rtt** HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ** *r *rta ***rasa * **r + +rta* **rt + +r*rrrr TI DUPLICATION OF EFFECTIVE PIS PLOODWAY MODEL T2 100 -YR DISCHARGES - NATURAL PROFILE T3 ELM PORK TRINITY RIVER (EFFISDPF.IH21 J1 ICHECK INQ NIMV IDIR STRT METRIC HVINS Q WSEL PQ 2 443.41 J2 NPROF IPLOT PRFVS XSECV XSBCH PH ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 43 50 42 26 4 53 54 JS LFRNT NUMSEC * * *r ****REQUESTSD SECTION NUMBERS * * * ** * ** -10 -10 NC .08 .06 .075 .1 .3 QT 2 44350 44350 ST 4.1 4950 10690 X1 90000 40 9412 9733 OR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 OR 440 2670 434 3300 434 3575 440 4360 446.7 5330 OR 438 5635 438 6525 436.1 6780 447.5 6950 444.8 7480 OR 445 7950 440.2 8630 448 9147 439 9342 438 9412 OR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 OR 409.6 9591 409.6 9645 415.9 9647 427.4 9670 429.2 9689 OR 430.4 9715 430.4 9715 440.5 9733 440 9760 441.2 9810 OR 440 9640 438 10004 438 10690 445 10765 445 14855 ET 4.1 2900 8615 X1 90880 45 7725 7990 500 780 880 GR 438 1000 438 1920 440 2230 440 2640 436.9 2870 OR 440.5 3500 436.5 3692 436.5 4080 438.5 4440 445.1 4510 OR 448.5 4860 462.2 4920 457 5530 444 5860 437 6165 OR 437.5 6835 439.5 7315 440 7510 440 7585 439 7600 OR 438 7635 437 7725 435 7760 434.5 7783 432.9 7833 OR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 OR 431.8 7970 441.3 7990 440.7 8046 440.7 8050 441.8 8099 OR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 8550 OR 438 8600 445 8620 445 12805 445 12915 450 13000 EXISTING CONDITION PLOODWAY MODEL T 20JAN99 16:34:12 PAGE 2 ET 4.1 3900 10020 X1 92090 45 9000 9320 964 1234 1210 GR 452.80 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 GR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 439.8 4100 GR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 T GR 440.20 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 GR 441.60 6950 440. .6965 440 8250 446.5 8400 444 8600 GR 446.90 8700 441.2 8800 442.8 8940 445.2 8970 443 9000 GR 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 GR 430 9300 442.5 9320 440.9 9444 444.9 9594 429.8 9634 T GR 429.8 9864 439.1 9900 440 10010 445 10025 445 14000 ET 4.1 2550 8710 X1 92300 42 7703 7969 210 210 210 T` GR 430 1000 438 1580 438.6 2200 441.1 2710 438 3080 GR 442.3 3820 438 4450 441.4 4000 437 5080 446.4 5405 GR 437.8 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 OR 437.3 7703 433.8 7718 431.8 7757 427.6 7780 427.2 7804 OR 417.8 7820 415.1 7621 415.1 7862 417.1 7863 421.6 7870 _ GR 423.3 7875 430.1 7890 431.1 7928 434.9 7938 435.1 7951 i OR 439 7969 440.7 8000 440 8158 440 8159 440 8210 GR 429.9 8250 429.9 8480 440 8520 440 8700 445 8712 GR 445 12340 450 12580 f � NC .07 .06 .06 ET 4.1 2950 8650 X1 93620 49 8200 8380 2570 1420 1320. GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. OR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230. 420 8260 414.5 8280 437.5 8380. 439 8400. OR 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140. GR 445 10220 445 12430 447 12840 450 12940. T NC .07 .1 .06 ET 4.1 2950 8650 X1 93670 59 8200 8470. 50 50 50. T GR 445 1000 445 1080 446 1180 446 1240 441 1530. OR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. r OR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 6391. GR 437.5 8420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 443 10540 444 10650 444 10800 445 10930. GR 442.5 12000 442.5 12110 441 12200 439 12210 441.5 12220. GR 444 12330 443.5 12430 447 12840 450. 12940. 7 7 I EXISTING CONDITION PLOODWAY MODEL 20JAN99 16:34:12 NC 60. .3 .5 ET 4.1 3000 8800 XS 93730 44. 8490 8800 60 BT 2 8490 443.5 439.6 8800 OR 450 1000 447 1420 447 OR 441.5 3620 442 3820 450 OR 447 5420 443.5 5820 443.5 OR 445 7290 443.5 7860 441 OR 431 8050 436.5 8090 441.5 OR 443 8370 443.5 8490 439.6 OR 420 8670 414.5 8700 444.6 OR 446.5 9110 445.5 9310 446 OR 445 12720 445 12820 447 BT 3300 4200 4.1 3000 8800 X1 93760 444 5240 442.5 30 X2 442 6470 444 6660 7580 NC .07 .07 .06 7830 441 ET 439.5 8200 4.1 2900 8650 X1 93810 58 8200 8450 50 OR 445 1000 445 1080 446 OR 440 2300 439.5 2700 440.5 OR 443 3720 446.5 3810 449.5 OR 445.5 4910 445.8 5000 446 OR 442.5 5760 445 5970 444 OR 444 7100 443 7320 439.5 OR 436.5 7670 441.5 7690 440.5 OR 418 8230 420 8260 414.5 OR 439 8450 443.5 8590 444.5 OR 443 10540 444 10650 444 GR 442.5 12110 441 12200 439 OR 443.5 12430 447 12840 450 NC .07 .09 .06 .1 .3 BT 4.1 3100 10700 X1 97570 56 5490 5680 2100 OR 450 600 446 820 444 OR 442 1870 440 2180 440 OR 444 4220 440 4360 440 OR 440 5470 433 5490 423 OR 436 5630 440 5680 440 OR 440 6750 438 6830 438 OR 433.2 7440 440 7470 440 OR 440 8160 440 8175 433.2 OR 442 8350 442 9230 444 OR 428 9670 428 9685 434 OR 446 10005 446.3 10275 446 OR 450 12170 PAGE 3 60 60. 448.5 444.6 1620 443 2020 442 2480 4420 451 4820 447 5220. 6120 445 6380 442 6890 7920 439.5 8010 437.5 8030 8110 444 8120 443.5 8170 8490 436 8640 418 8650 8800 448.5 8800 446 8870 9610 445.5 10320 445 10420 13120 450 13260 30 30 1 50 50 1180 446 1240 441 1530 2900 439 3010 438.5 3300 4200 449.5 4520 446.5 4710 5090 444 5240 442.5 5470 6280 442 6470 444 6660 7580 437.5 7610 431 7630 7830 441 7940 439.5 8200 8280 437.5 8380 439 8400 9620 443.5 10000 442 10140 10800 445 10930 442.5 12000. 12210 441 12220 444 12330. 12940. 1700 3760 880 444 1150 442 1420 3800 442 3820 444 4030 5200 442 5330 442 5460 5525 423 5575 433 5610 5920 442 6000 442 6680 7200 440 7350 433.2 7360 7500 442 8000 442 8150 8200 433.2 8265 440 8270 9520 440 9630 434 9655 9700 440 9710 444 9760 10560 446 11000 446 12100 EXISTING CONDITION PLOODNAY MODEL 20SAN99 16:34:12 ET 880 4.1 1930 9480 X1 98450 49 4035 4215 800 OR 451 1000 444 1030 441.5 GR 442 1840 440.5 2500 441.2 GR 443 3700 444.5 3880 444.9 GR 426 4180 443 4215 442.9 GR 443.4 5500 442.1 5600 444.5 OR 442.5 6800 441.4 7000 440.2 OR 441.6 7800 442 8200 443.6 GR 446.5 9100 447.5 9185 447.3 OR 446 9325 447.5 9800 446 GR 448 11100 455 11200 457.5 ET 428.9 _ 4 4090 4.1 2690 9530 X1 99280 49 4035 4215 750 OR 451 1000 444 1030 441.5 GR 442 1840 440.5 2500 441.2 GR 443 3700 444.5 3880 444.9 GR 428 4180 443 4215 442.9 GR 443.4 5500 442.1 5600 442.5 OR 442.5 - 6800 441.4 7000 440.2 OR 441.6 7800 442 8200 443.6 OR 446.5 9300 447.5 9335 447.3 GR 446 9475 447.5 9800 447 GR 446 11100 455 11200 457.5 ET 8800 4 443.5 8 4.1 2300 9750 X1 100040 49 4035 4215 760 OR 451 1000 444 1030 441.5 OR 442 1840 440.5 2500 441.2 GR 443 3700 444.5 3880 444.9 GR 430 4180 443 4215 442.9 GR 443.4 5500 442.1 5600 444.5 GR 442.5 6800 441.4 7000 440.2 GR 441.6 7800 442 8200 443.6 GR 446.5 9350 447.5 9600 447.3 GR 446 9740 447.5 9800 447 GR 448 11100 455 11200 457.5 HT 4.1 2840 9700 X1 103060 96 3333. 3533. 1850.0 GR 455.5 1000. 451.7 1023. 448.7 GR 444.8 1630. 444.9 1638. 446.0 GR 446.6 2479. 447.5 2599. 447.9 GR 445.2 2946. 448.3 3061. 448.3 GR 449.6 3333. 438.7 3385. 434.9 PAGE 4 700 8 880 1190 4 439.7 1 1200 4 439.7 1 1830 2925 4 442.5 3 3080 4 443 3 3180 4000 4 445.7 4 4035 4 426.9 4 4090 4290 4 444.5 4 4390 4 442.9 5 5415 5685 4 443 6 6640 4 442.5 6 6700 7115 4 439.8 7 7500 4 440 7 7600 8800 4 443.5 8 8900 4 446.5 9 9000 9235 4 428.3 9 9265 4 428.5 9 9305 10400 4 446.9 1 10900 4 446.5 1 11000 11300 4 459.2 1 11420 750 8 830 1190 4 439.7 1 1200 4 439.7 1 1830 2925 4 442.5 3 3080 4 443 3 3180 4000 4 445.7 4 4035 4 428.9 _ 4 4090 4290 4 444.5 4 4390 4 442.9 5 5415 5665 4 443 6 6640 4 442.5 6 6700 7115 4 439.8 7 7500 4 440 7 7600 8800 4 443.5 8 8900 4 446.5 9 9200 9385 4 428.3 9 9415 4 428.5 9 9455 10400 4 446.9 1 10900 4 447 1 11000 11300 4 459.2 1 11420 760 7 760 1190 4 439.7 1 1200 4 439.7 1 1830 2925 4 442.5 3 3080 4 443 3 3180 4000 4 445.7 4 4035 4 430.9 4 4090 4290 4 444.5 4 4390 4 442.9 5 5415 5685 4 443 6 6640 4 442.5 6 6700 7115 4 439.8 7 7500 4 440 7 7600 8800 4 443.5 8 8900 4 446.5 9 9200 9650 4 428.3 9 9680 4 428.5 9 9720 10400 4 446.9 1 10900 4 447 1 11000 11300 4 459.2 1 11420 1775.0 3 3020.0 1146. 4 447.7 1 1154. 4 446.6 1 1229. 1646. 4 445.7 2 2153. 4 445.8 2 2245. 2675. 4 448.0 2 2746. 4 445.2 2 2846. 3075. 4 449.0 3 3213. 4 449.2 3 3306. 3438. 4 431.4 3 3449. 4 430.0 3 3470. OR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3605. OR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 444.0 4664. OR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880. 446.4 4962. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. OR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444.0 5891. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. r OR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. I T I EXISTING CONDITION PLOODWAY MODEL 20JAN99 16:34:12 PAGE 5 OR 444.2 7408. 444.8 7823. 445.2 7947. 444.7 7992. 444.3 8019. OR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 8564. OR 447.4 8770. 447.4 8819. 437.9 8848. 438.1 8887. 446.9 8906, OR 447.8 8964. 447.8 9089. 445.0 9182. 446.4 9223. 447.1 9285. OR 447.8 9315. 439.8 9326. 433.2 9367. 439.7 9398. 440.9 9439. OR 444.9 9460. 447.6 9490. 447.4 9548. 447.3 9655. 446.6 9912. T OR 447.5 10034. 448.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. OR 457.1 10540. , ET 4.1 2580 8630 XS 106080 52 2630. 2850. 1850.0 1775.0 3020.0 T� OR 460 1000 453.5 1160 450 1440 451 1870 453 2220 OR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 OR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 OR 450 2900 453 2970 451 3160 450 3820 445 3950 OR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 �. OR 445 4680 444 4810 441 4820 441 4830 444 4840 OR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 OR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 8340 OR 446 8380 447.5 8440 449 8470 433 8480 420 8520 OR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8800 OR 446.5 9050 455 9660 T T T T T T T T T I I I I EXISTING CONDITION FLOODWAY MODEL 20JAN99 16:34:12 T1 DUPLICATION OF EPPECTIVE PIS PLOODWAY MODEL T2 100 -YR DISCHARGES - ENCROACHED PROFILE T3 ELM PORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSBL PQ 3 443.49 J2 NPROB IPLOT PRFVS XSECV XSECH PH ALLOC IBW CHNIM ITRACE 15 -1 PAGE 6 T I I I I I r T EXISTING CONDITION PLOODWAY MODEL 20JAN99 16:34:12 i+rr+lfYrt 4f YtirtlkrYti +lfYtYtt+f YrrtY+ HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 r+r *+ rrr ++rrYrtii *+rrrti *f rrrr +t ++frYrr PAGE 7 THIS RON EXECUTED 20JAN99 16:34:12 NOTE - ASTERISK ( *) AT LEFT OF CROSS- SSCIION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM PORK TRINITY RIVER SUMMARY PRINTOUT SSCNO CWSSL Q DIPWSP ELMIN VCH TOPWID SSTA ENDST 90000.000 443.41 44350.00 .00 409.60 2.26 7382.51 1008.24 10747.96 90000.000 443.49 44350.00 .08 409.60 3.81 3503.30 5516.33 10690.00 90880.000 443.60 44350.00 .00 414.50 2.08 6232.86 1000.00 8616.01 + 90880.000 443.97 44350.00 .36 414.50 2.42 4351.52 2900.00 8615.00 92090.000 443.91 44350.00 .00 410.60 2.09 7951.15 1432.00 10021.74 92090.000 444.38 44350.00 .47 410.60 2.41 5639.61 3900.00 10020.00 92300.000 443.98 44350.00 .00 415.10 1.93 7437.08 1000.00 8709.53 92300.000 444.47 44350.00 .49 415.10 2.14 5943.04 2550.00 8710.00 93620.000 444.69 44350.00 .00 414.50 4.73 7348.31 1316.03 10211.71 * 93620.000 445.26 44350.00 .57 414.50 5.55 4332.35 2950.00 8650.00 93670.000 444.82 44350.00 .00 431.00 3.41 9698.05 1308.21 12505.10 93670.000 445.43 44350.00 .61 431.00 4.59 4349.72 2950.00 8650.00 + 93730.000 444.88 44350.00 .00 414.50 4.61 5236.82 1832.18 8800.00 * 93730.000 445.56 44350.00 .68 414.50 4.57 4301.87 3000.00 8800.00 93760.000 445.04 44350.00 .00 414.50 4.30 7802.20 1815.97 12026.05 + 93760.000 445.60 44350.00 .64 414.50 4.36 4325.71 3000.00 8800.00 + 93810.000 445.22 44350.00 .00 414.50 3.43 10076.32 1000.00 12631.33 * 93810.000 445.78 44350.00 .56 414.50 4.46 4574.86 2900.00 8650.00 * 97570.000 445.98 44350.00 .00 423.00 2.21 9182.30 820.53 10002.83 * 97570.000 446.82 44350.00 .84 423.00 2.33 7600.00 3100.00 10700.00 * 98450.000 446.19 44350.00 .00 426.00 3.25 8302.07 1020.60 10506.85 98450.000 447.03 44350.00 .84 426.00 3.17 7459.65 1930.00 9480.00 EXISTING CONDITION PLOODWAY MODEL 20JAN99 16:34:12 PAGE B SECNO CWSEL Q DIPWSP ELMIN VCH TOPWID SSTA ENDST 99280.000 446.54 44350.00 .00 428.00 2.77 6487.64 1019.12 9591.63 99280.000 447.38 44350.00 .84 428.00 3.19 6804.38 2690.00 9530.00 100040.000 446.83 44350.00 .00 428.30 2.54 8536.51 1017.88 9773.12 100040.000 447.71 44350.00 .88 428.30 2.68 7450.00 2300.00 9750.00 * 103060.000 448.11 44350.00 .00 430.00 4.44 8576.71 1150.70 10139.76 + 103060.000 448.88 44350.00 .77 430.00 3.92 6712.46 2840.00 9700.00 106080.000 450.57 44350.00 .00 420.00 3.19 6543.06 1394.46 9342.03 106080.000 450.88 44350.00 .31 420.00 3.09 5610.38 2648.69 8630.00 T T T T I T � I I 20SAN99 16:34:12 EXISTING CONDITION FLOODWAY MODEL SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SSCNO- 90880.000 WARNING SECNO. 93620.000 WARNING SECNO. 93620.000 WARNING SECNO. 93730.000 CAUTION SECNO= 93730.000 CAUTION SHCNO. 93760.000 WARNING SECNO. 93810.000 WARNING SSCNO. 93810.000 WARNING SECNO= 97570.000 WARNING SSCNO. 97570.000 WARNING SECNO. 98450.000 WARNING SECNO. 103060.000 WARNING SECNO= 103060.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 BRIDGE DECK DEFINITION ERROR PROFILE= 2 BRIDGE DECK DEFINITION ERROR PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 9 EXISTING CONDITION FLOODPLAIN MULTIPLE PROFILE EXISTING CONDITION MODEL MULTIPLE PROFILE ++ ratt+++ arrr ++ ++r+ + +r+rraatrtx♦xx+r++rraaaa a� ar+++ rar +++raarxx+++ + + +rr+rr +ara +arxx+x * HBC -2 WATER SURFACE PRORIL83 + t Version 4.6.2; May 1991 + r * RUN DATE 24APR99 TIME 14:22:34 - arr♦ + +rrrxtt +rrrrr x +r+raaaartrrrrrrrrrrirrtr +++ rxr++ raaarrr+++rr +r +♦ +r+ + +rrarrrrr+• r r 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 YYVYYYY )[X= xxxxxxx sk + V.S. ARMY CORPS OF ENGINEERS a HYDROLOGIC ENGINEERING CENTER + 609 SECOND STREET, SUITS D + DAVIS, CALIFORNIA 95616 -4667 + (916) 756 -1104 P' r r n EXISTING CONDITION MODEL MULTIPLE PROFILE 24APR99 14:22:34 PAGE 1 THIS RUN EXECUTED 24APR99 14:22:34 rr * + *rxrrr * + * * *rx xrexx•rx xrxxrr r•xr rr 1810 4 440 2 2120 HBC -2 WATER SURFACE PROFILES 4360 4 446.7 5 5330 Version 4.6.2; May 1991 6950 4 -10 -10 + rrrxrrxrrr * *rx + +r*r + *x + *r *rr +rrxrrr♦ 9342 4 438 9 9412 T1 DUPLICATION OF EFFECTIVE PIS MULTI-PROFILE MODEL .08 .06 T2 10 -M DISCHARGES .1 .3 9689 T3 ELM PORK TRINITY RIVER QT [BPFISDPM.IH2] 24300 J3 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSBL 2 439.3 J2 NPROP IPLOT PRFVS XSECV XSBCH FN ALLDC IBW CHI4IM 1 -1 4440 4 STARTING WATER SURFACE BLZVATIO14S ESTIMATED FROM PIS J3 VARIABLE CODES FOR SUMMARY PRINTOUT r 437 6 6165 150 7585 4 439 7 7600 J5 LPRNT NUMSBC * * * * * * * *RSQUBSTBD SECTION NUMBERS * * * ** * ** PQ ITRACB 40.7 1 1810 4 440 2 2120 440 4 4360 4 446.7 5 5330 P 6950 4 -10 -10 439 9 9342 4 438 9 9412 ` NC .08 .06 .075 .1 .3 9689 440 9 QT 4 24300 37100 44350 60400 14855 r 440 2 2640 4 436.9 2 2870 8.5 4 4440 4 STARTING WATER SURFACE BLZVATIO14S ESTIMATED FROM PIS FLOOD PROFILES r 437 6 6165 440 7 7585 4 439 7 7600 X1 90000 40 9412 9733 OR 450 1000 442 1010 440.8 1285 4 OR 440 2670 434 3300 434 3575 OR 438 5835 438 6525 436.1 6780 4 ►� OR 445 7950 440.2 8630 448 9147 OR 435 9442 434.4 9452 431.4 9522 OR 409.6 9591 409.6 9645 415.9 9647 4 OR 430.4 9715 430.4 9715 440.5 9733 GR 440 9840 436 10004 438 10690 r X1 90880 45 7725 7990 500 780 GR 438 1000 438 1920 440 2230 GR 440.5 3500 436.5 3692 438.5 4080 4 3 r` OR 448.5 4860 462.2 4920 457 5530 OR 437.5 6835 439.5 7315 440 7510 GR 438 7635 437 7725 435 7760 4 OR 416.5 7866 414.5 7867 414.5 7939 4 OR 431.8 7970 441.3 7990 440.7 8046 4 1� - OR 441.8 8100 440 8245 429.4 8284 4 PQ ITRACB 40.7 1 1810 4 440 2 2120 440 4 4360 4 446.7 5 5330 47.5 6 6950 4 444.8 7 7480 439 9 9342 4 438 9 9412 431 9 9557 4 415.9 9 9589 27.4 9 9670 4 429.2 9 9689 440 9 9760 4 441.2 9 9810 445 1 10765 4 445 1 14855 880 440 2 2640 4 436.9 2 2870 8.5 4 4440 4 445.1 4 4510 444 5 5860 4 437 6 6165 440 7 7585 4 439 7 7600 4� n 24APR99 GR 438 X1 92090 GR 452.80 GR 441.50 GR 440.2 GR 440.20 OR 441.60 GR 446.90 GR 427 GR 430 GR 429.8 X1 92300 GR 436 GR 442.3 GR 437.8 GR 437.3 GR 417.8 GR 423.3 GR 439 GR 429.9 OR 445 NC .07 X1 93620 GR 445 GR 440 GR 443 GR 445.5 GR 442.5 GR 444 GR 436.5 GR 418 GR 439 GR 445 NC .07 XS 93670 GR 445 GR 440 GR 443 GR 445.5 GR 442.5 OR 444 GR 436.5 GR 437.5 GR 437.5 GR 442 GR 442.5 GR 444 14:22:34 8600 445 45 9000 1000 452.40 1800 442.50 4110 439.9 5500 441.4 6950 440. 8700 441.2 9135 412.7 9300 442.5 9864 439.1 42 7703 1000 438 3820 438 6070 438.2 7703 433.8 7820 415.1 7875 430.1 7969 440.7 8250 429.9 12340 450 .06 .06 49 8200 1000 445 2300 439.5 3720 446.5 4910 445.8 5760 445 7100 443 7670 441.5 8230. 420 B450. 443.5 10220 445 .1 .06 59 8200 1000 445 2300 439.5 3720 446.5 4910 445.8 5760 445 7100 443 7670 441.5 8225 437.5 8420 439 10140 443 12000 442.5 12330 443.5 EXISTING CONDITION MODEL MULTIPLE PROFILE 8620 445 9320 964 1100. 444.3 2100. 437.6 4210. 415.1 5600 445 6965 440 8800 442.8 9175 410.6 9320 440.9 9900 440 7969 210 1580 438.6 4450 441.4 6660 438 7718 431.8 7821 415.1 7890 431.1 8000 440 8480 440 12580 9260 8380 2570 1080 446 2700 440.5 3810 449.5 5000 446 5970 444 7320 439.5 7690 440.5 8260 414.5 8590 444.5 12430 447 8470. 50 1080 446 2700 440.5 3810 449.5 5000 446 5970 444 7320 439.5 7690 440.5 8274 434 8470 443.5 10540 444 12110 441 12430 447 PAGE 2 12805 445 12915 450 13000 1234 1210 1300 444.20 1400 442.4 1600 2500 438.9 3475 439.8 4100 4700 438.9 5100 440.5 5300 6000 442.3 6080 440.8 6930 8250 446.5 8400 444 8600 8940 445.2 8970 443 9000 9190 428 9235 426 9260 9444 444.9 9594 429.8 9634 10010 445 10025 445 14000 210 210 2280 441.1 2710 438 3080 4800 437 5080 446.4 5405 7550 439.7 7618 440.7 7656 7757 427.6 7780 427.2 7804 7862 417.1 7863 421.6 7870 7928 434.9 7938 435.1 7951 8158 440 8159 440 8210 8520 440 8700 445 6712 1420 1320. 1180 446 1240 441 1530 2900 439 3010 438.5 3300. 4200 449.5 4520 446.5 4710. 5090 444 5240 442.5 5470. 6280 442 6470 444 6660. 7580 437.5 7610 431 7630. 7830 441 7940 439.5 8200 8280 437.5 8380. 439 8400. 9620 443.5 10000 442 10140. 12840 450 12940. 50 50. 1180 446 1240 441 1530. 2900 439 3010 438.5 3300. 4200 449.5 4520 446.5 4710. 5090 444 5240 442.5 5470. 6280 442 6470 444 6660. 7580 437.5 7610 431 7630. 7830 441 7940 439 8200. 8275 434.3 8390 437.2 8391. 8620 444.5 9620 443.5 10000. 10650 444 10800 445 10930. 12200 439 12210 441.5 12220. 12840 450. 12940. r EXISTING CONDITION MODEL MULTIPLE PROFILE r 24A2R99 14:22:34 PAGE 3 NC .3 .5 X1 93730 44. 8490 8800 60 60 60. ET 2 8490 443.5 439.6 8800 448.5 444.6 GR 450 1000 447 1420 447 1620 443 2020 442 2480 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220. GR 447 5420 443.5 5820 443.5 6120 445 6380 442 6890 GR 445 7290 443.5 _7860 441 7920 439.5 8010 437.5 8030 GR 431 8050 436.5 8090 441.5 8110 444 8120 443.5 8170 GR 443 8370 443.5 8490 439.6 8490 436 8640 418 8650 GR 420 8670 414.5 8700 444.6 8800 448.5 8800 446 8870 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 GR 445 12720 445 12820 447 13120 450 13260 X1 .93760 30 30 30 X2 1 NC .07 .07 .06 Xi 93810 58 8200 8450 50 50 50 GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 416 8230 420 8260 414.5 8280 437.5 8380 439 8400 GR 439 8450 443.5 8590 444.5 9620 443.5 10000 442 10140 GR 443 10540 444 10650 444 10800 445 10930 442.5 12000. OR 442.5 12110 441 12200 439 12210 441 12220 444 12330. GR 443.5 12430 447 12840 450 12940. NC .07 .09 .06 .1 .3 X1 97570 56 5490 5660 2100 1700 3760 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5680 440 5920 442 6000 442 6680 GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 7500 442 8000 442 8150 GR 440 8160 440 8175 433.2 8200 433.2 8265 440 8270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 GR 450 12170 X1 98450 49 4035 4215 800 700 880 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 426.9 4090 GR 426 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 OR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 r EXISTING CONDITION MODEL MULTIPLE PROFILE r 24APR99 14:22:34 PAGE 4 OR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9000 OR 446.5 9100 447.5 9185 447.3 9235 428.3 9265 428.5 9305 OR 446 9325 447.5 9800 446 10400 446.9 10900 446.5 11000 OR 448 11100 455 11200 457.5 11300 459.2 11420 X1 99280 49 4035 4215 750 750 830 OR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 OR 442 1840 440.5 .2500 441.2 2925 442.5 3080 443 3180 OR 443 3700 444.5 3880 444.9 4000 445.7 4035 428.9 4090 OR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 OR 443.4 5500 442.1 5600 442.5 5685 443 6640 442.5 6700 OR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 OR 441.6 7800 442 8200 . 443.6 8800 443.5 8900 446.5 9200 OR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 OR 446 9475 447.5 9800 447 10400 446.9 10900 447 11000 OR 448 11100 455 11200 457.5 11300 459.2 11420 X1 100040 49 4035 4215 760 760 760 OR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 OR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 OR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 OR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 OR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 OR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 OR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 OR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 OR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 OR 448 11100 455 11200 457.5 11300 459.2 11420 X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 OR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. OR 444.8 1630. 444.9 1638. 446.0 1646. 445.7 2153. 445.8 2245. OR 446.6 2479. 447.5 2599. 447.9 2675. 448.0 2746. 445.2 2846. OR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449.2 3306. OR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. OR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3605. OR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 444.0 4664. OR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880. 446.4 4962. OR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. OR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444.0 5891. OR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. OR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. OR 444.2 7408. 444.8 7823. 445.2 7947. 444.7 7992. 444.3 8019. OR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 8564. OR 447.4 8770. 447.4 8819. 437.9 8848. 438.1 8887. 446.9 8906. OR 447.8 8964. 447.8 9089. 445.0 9182. 446.4 9223. 447.1 9285. OR 447.8 9315. 439.8 9326. 433.2 9367. 439.7 9398. 440.9 9439. OR 444.9 9460. 447.6 9490. 447.4 9548. 447.3 9655. 446.6 9912. OR 447.5 10034. 448.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. OR 457.1 10540. r EXISTING CONDITION MODEL MULTIPLE PROFILE 24APR99 14:22:34 PAGE 5 X1 106080 52 2630. 2550. 1850.0 1775.0 3020.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 ' OR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 OR 450 2900 453 2970 451 3160 450 3820 445 3950 p. OR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 OR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 8340 GR 446 8380 447.5 8440 449 8470 433 8480 420 8520 r GR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8800 OR 446.5 9050 455 9660 7 7 I F- r 7 7 7 r r r r : 7 r EXISTING CONDITION MODEL MULTIPLE PROFILE 24APR99 14:22:34 T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 50-YR DISCHARGES T3 ELK PORK TRINITY RIVER S1 ICHECK INQ NINV IDIR STRT MBTRIC RVINS Q WSHL PQ 3 441.8 32 NPROP IPLOT PRPVS XSECV XSECH PH ALLDC IBW CHNIM ITRACB 2 -1 PAGE 6 EXISTING CONDITION MODEL MULTIPLE PROFILE r n WSBL PQ 443.41 CHNIM ITRACE PAGE 7 r 24APR99 14:22:34 T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 100 -YR DISCHARGES !^" T3 ELM PORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q r 4 J2 NPROP IPLOT PRFVS XSBCV XSECH FN ALLDC IBW 3 -1 r n WSBL PQ 443.41 CHNIM ITRACE PAGE 7 r MISTING CONDITION MODEL MULTIPLE PROFILE PAGE S 24APR99 14:22:34 i T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 500 -YR DISCHARGES T3 ELM PORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 5 445.9 J2 NPROP IPLOT PRFVS XSECV XSECH PH ALLOC IEN CHNIM ITRACE 15 -1 PAGE S 24APR99 14:22:34 rttaa + +frrr ra x ++frrrtrra rrxxa+a + + +++f H8C -2 WATER SURFACE PROPIL13S Version 4.6.2; May 1991 YYIYYYtrxxxYYfllatt #t ttYttYraY+YtYa ++ EXISTING CONDITION MODEL MULTIPLE PROFILE PAGE 9 THIS RUN EXECUTED 24APR99 14:22:35 NOTE- ASTERISK (Y) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST r. • ELM PORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 • SECNO XLCH ELTRD RLLC ELMIN Q CWSEL CRIME RG 10 -M VCH AREA .01K 90000.000 .00 .00 .00 409.60 24300.00 439.30 .00 439.44 12.62 3.67 11404.23 • 6840.27 90000.000 .00 .00 .00 409.60 37100.00 441.80 .00 441.86 5.85 2.81 24447.14 ^ 15340.65 90000.000 .00 .00 .00 409.60 44350.00 443.41 .00 443.44 3.32 2.26 35733.24 24347.15 90000.000 .00 .00 .00 409.60 60400.00 445.90 .00 445.92 1.84 1.85 59747.54 44528.46 r 90880.000 880.00 .00 .00 414.50 24300.00 440.01 .00 440.11 6.63 2.75 14743.68 • 9436.10 90880.000 860.00 .00 .00 414.50 37100.00 442.14 .00 442.19 4.14 2.39 27391.50 n 18244.21 90880.000 880.00 .00 .00 414.50 44350.00 443.60 .00 443.64 2.76 2.08 36481.13 26690.91 90880.000 880.00 .00 .00 414.50 60400.00 446.01 .00 446.03 1.78 1.82 56006.86 45260.51 r 1 92090.000 1210.00 .00 .00 410.60 24300.00 440.72 .00 440.80 5.51 2.56 15035.36 10348.14 92090.000 1210.00 .00 .00 410.60 37100.00 442.60 .00 442.66 4.34 2.39 26899.09 17804.15 92090.000 1210.00 .00 .00 410.60 44350.00 443.91 .00 443.95 2.99 2.09 37021.61 25663.02 92090.000 1210.00 .00 .00 410.60 60400.00 446.20 .00 446.22 1.75 1.75 61190.09 45595.37 92300.000 210.00 .00 .00 415.10 24300.00 440.85 .00 440.92 4.98 2.37 18273.26 • 10894.23 92300.000 210.00 .00 .00 415.10 37100.00 442.70 .00 442.74 3.50 2.17 31155.26 19832.31 r 92300.000 210.00 .00 .00 415.10 44350.00 443.98 .00 444.01 2.47 1.93 40568.76 28233.98 92300.000 210.00 .00 .00 415.10 60400.00 446.24 .00 446.26 1.58 1.68 62247.29 46115.69 P" + 93620.000 1320.00 .00 .00 414.50 24300.00 441.90 .00 442.22 10.91 5.33 9090.01 7357.96 r 93620.000 1320.00 .00 .00 414.50 37100.00 443.62 .00 443.85 9.42 5.27 16005.95 12087.92 j 1 93620.000 1320.00 .00 .00 414.50 44350.00 444.69 .00 444.84 7.07 4.73 22800.47 16681.18 * 93620.000 1320.00 .00 .00 414.50 60400.00 446.69 .00 446.76 3.69 3.64 42684.94 31428.60 r + 93670.000 50.00 .00 .00 431.00 24300.00 442.12 .00 442.32 41.14 5.11 8140.43 • 3788.51 93670.000 50.00 .00 .00 431.00 37100.00 443.82 .00 443.93 18.47 4.05 16722.76 8631.77 93670.000 50.00 .00 .00 431.00 44350.00 444.82 .00 444.90 11.04 3.41 25430.74 13349.95 93670.000 50.00 .00 .00 431.00 60400.00 446.75 .00 446.78 4.93 2.61 45478.22 r EXISTING CONDITION MODEL MULTIPLE PROFILE 27196.46 54.22 6.31 4617.07 00 444.23 62.09 5.94 9052.19 r 45.19 4.61 13469.73 00 446.85 17.11 2.70 29733.11 93730.000 60.00 443.50 444.60 414.50 24300.00 442.34 3300.21 93730.000 60.00 443.50 444.60 414.50 37100.00 443.88 4708.26 r • 93730.000 60.00 443.50 444.60 414.50 44350.00 444.88 6597.62 * 93730.000 60.00 443.50 444.60 414.50 60400.00 446.77 14602.01 00 442.77 54.22 6.31 4617.07 00 444.23 62.09 5.94 9052.19 00 445.08 45.19 4.61 13469.73 00 446.85 17.11 2.70 29733.11 r EXISTING CONDITION MODEL MULTIPLE PROFILE 24APR99 14:22:34 PAGE 10 SECNO XLCH ELTRD BLLC ELMIN Q CWSEL MIWS EG to +m VCH AREA .01K p' 93760.000 30.00 443.50 444.60 414.50 24300.00 442.49 .00 442.95 50.38 5.99 5111.22 3423.69 93760.000 30.00 443.50 444.60 414.50 37100.00 444.16 .00 444.43 52.14 5.25 10206.48 5137.85 93760.000 30.00 443.50 444.60 414.50 44350.00 445.04 .00 445.21 39.85 4.30 14394.64 7025.86 93760.000 30.00 443.50 444.60 414.50 60400.00 446.83 .00 446.91 16.34 2.64 30311.86 14941.33 r * 93810.000 50.00 .00 .00 414.50 24300.00 442.99 .00 443.12 6.44 3.66 13678.47 9572.01 • 93810.000 50.00 .00 .00 414.50 37100.00 444.45 .00 444.55 5.63 3.64 23638.37 15637.55 * 93810.000 50.00 .00 .00 414.50 44350.00 445.22 .00 445.29 4.70 3.43 31103.70 20459.75 93810.000 50.00 .00 .00 414.50 60400.00 446.90 .00 446.94 2.97 2.91 49006.05 35075.66 r .. * 97570.000 3760.00 .00 .00 423.00 24300.00 444.01 .00 444.03 2.09 2.06 29818.52 16790.19 97570.000 3760.00 .00 .00 423.00 37100.00 445.32 .00 445.35 2.06 2.17 41601.75 2 97570.000 3760.00 .00 .00 423.00 44350.00 445.98 .00 446.00 2.02 2.21 47601.16 31239.03 97570.000 3760.00 .00 .00 423.00 60400.00 447.44 .00 447.46 1.76 2.19 63955.03 45523.53 7 98450.000 880.00 .00 .00 426.00 24300.00 444.24 .00 444.31 5.91 3.34 18507.66 9993.12 98450.000 880.00 .00 .00 426.00 37100.00 445.54 .00 445.60 5.19 3.28 28808.39 16285.66 P. 1 98450.000 880.00 .00 .00 426.00 44350.00 446.19 .00 446.24 4.82 3.25 34058.73 20204.83 * 98450.000 880.00 .00 .00 426.00 60400.00 447.61 .00 447.66 3.87 3.09 47419.78 30710.44 r 99280.000 830.00 .00 .00 428.00 24300.00 444.66 .00 444.70 4.41 2.73 22600.43 11570.13 99280.000 630.00 .00 .00 428.00 37100.00 445.91 .00 445.95 4.05 2.75 32752.93 18433.78 99280.000 830.00 .00 .00 428.00 44350.00 446.54 .00 446.57 3.87 2.77 37937.84 22551.95 99280.000 830.00 .00 .00 428.00 60400.00 447.90 .00 447.93 3.32 2.73 50699.86 33159.57 P" 100040.000 760.00 .00 .00 428.30 24300.00 444.99 .00 445.02 3.96 2.42 23926.13 12215.08 100040.000 760.00 .00 .00 426.30 37100.00 446.22 .00 446.24 3.74 2.50 33931.84 19189.59 r 100040.000 760.00 .00 .00 428.30 44350.00 446.83 .00 446.86 3.61 2.54 39065.74 23330.86 100040.000 760.00 .00 .00 428.30 60400.00 448.15 .00 448.18 3.17 2.54 51874.95 33906.21 r � 103060.000 3020.00 .00 .00 430.00 24300.00 446.53 .00 446.66 30.67 4.68 12626.92 5344.77 103060.000 3020.00 .00 .00 430.00 37100.00 447.59 .00 447.69 17.85 4.55 19933.27 8782.34 r 103060.000 3020.00 .00 .00 430.00 44350.00 448.11 .00 448.20 16.04 4.44 24275.03 11072.66 103060.000 3020.00 .00 .00 430.00 60400.00 449.21 .00 449.28 12.45 4.13 33961.10 17116.10 r t 106080.000 3020.00 .00 .00 420.00 24300.00 449.09 .00 449.13 7.75 2.72 17426.80 8726.28 * 106080.000 3020.00 .00 .00 420.00 37100.00 450.11 .00 450.16 9.08 3.04 23292.89 r 12315.18 106080.000 3020.00 .00 .00 420.00 44350.00 450.57 .00 450.62 9.70 3.19 26212.53 14237.99 106080.000 3020.00 .00 .00 420.00 60400.00 451.45 .00 451.52 10.74 3.45 32405.79 18432.17 ^ r E r E r r r EXISTING CONDITION MODEL MULTIPLE PROFILE 4� 24APR99 14:22:34 HIM PORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 EXISTING CONDITION MODEL MULTIPLE PROFILE SECNO Q CWSSL DIPWSP DIPWSX DIFKWS TOPWID XLCH r PAGE 1 90000.000 24300.00 439.30 ,00 .00 .00 3794.98 .00 90000.000 37100.00 441.80 2.50 .00 .00 6597.43 .00 90000.000 44350.00 443.41 1.61 .00 .00 7382.51 .00 90000.000 60400.00 445.90 2.49 .00 .00 13164.99 .00 90880.000 24300.00 440.01 .00. .71 .00 5662.63 880.00 ' 90880.000 37100.00 442.14 2.12 .34 .00 6149.13 880.00 90880.000 44350.00 443.60 1.47 .19 .00 6232.86 880.00 r� 90880.000 60400.00 446.01 2.41 .11 .00 10727.07 880.00 92090.000 24300.00 440.72 .00 .71 .00 5311.93 1210.00 92090.000 37100.00 442.60 1.88 .46 .00 7463.43 1210.00 92090.000 44350.00 443.91 1.31 .31 .00 7951.15 1210.00 92090.000 60400.00 446.20 2.29 .19 .00 12681.22 1210.00 ' 92300.000 24300.00 440.85 .00 .13 .00 6454.84 210.00 92300.000 37100.00 442.70 1.85 .30 .00 7291.79 210.00 92300.000 44350.00 443.98 1.28 .07 .00 7437.88 210.00 92300.000 60400.00 446.24 2.26 .04 .00 11381.40 210.00 +' 93620.000 24300.00 441.90 .00 1.05 .00 3278.92 1320.00 * 93620.000 37100.00 443.62 1.72 .92 .00 4982.29 1320.00 ^ t * 93620.000 44350.00 444.69 1.07 .71 .00 7348.31 1320.00 * 93620.000 60400.00 446.69 2.00 .45 .00 10914.10 1320.00 * 93670.000 24300.00 442.12 .00 .22 .00 3564.06 50.00 93670.000 37100.00 443.82 1.69 .20 .00 6854.92 50.00 93670.000 44350.00 444.82 1.01 .14 .00 9698.05 50.00 93670.000 60400.00 446.75 1.92 .05 .00 10957.52 50.00 93730.000 24300.00 442.24 .00 .12 .00 2067.72 60.00 • 93730.000 37100.00 443.88 1.64 .06 .00 4077.52 60.00 * 93730.000 44350.00 444.88 1.00 .06 .00 5236.82 60.00 ' * 93730.000 60400.00 446.77 1.69 .03 .00 10125.95 60.00 r 93760.000 24300.00 442.49 .00 .25 .00 2282.21 30.00 f 93760.000 37100.00 444.16 1.68 .28 .00 4420.79 30.00 93760.000 44350.00 445.04 .88 .16 .00 7802.20 30.00 93760.000 60400.00 446.83 1.79 .0S .00 10152.90 30.00 , * 93810.000 24300.00 442.99 .00 .50 .00 5149.56 50.00 * 93810.000 37100.00 444.45 1.46 .29 .00 9166.58 50.00 * 93810.000 44350.00 445.22 .77 .18 .00 10076.32 50.00 * 93810.000 60400.00 446.90 1.68 .07 .00 11007.69 50.00 r PAGE 1 EXISTING CONDITION MODEL MULTIPLE PROFILE 7 r r PAGE 12 r 24APR99 14:22:34 SECNO Q CWSEL DIPWSP DIPWSX DIPKWS TOPWID XLCH r • 97570.000 24300.00 444.01 .00 1.02 .00 8882.05 3760.00 • 97570.000 37100.00 445.32 1.31 .87 .00 9082.11 3760.00 ^ • 97570.000 44350.00 445.98 .66 .76 .00 9182.30 3760.00 97570.000 60400.00 447.44 1.45 .53 .00 11384.12 3760.00 r • 98450.000 24300.00 444.24 .00 .23 .00 7426.82 880.00 • 98450.000 37100.00 445.54 1.31 .22 .00 8024.05 880.00 • 98450.000 44350.00 446.19 .65 .21 .00 8302.07 880.00 • 98450.000 60400.00 447.61 1.42 .18 .00 10060.41 880.00 r 99280.000 24300.00 444.66 .00 .42 .00 7963.60 830.00 - 99280.000 37100.00 445.91 1.25 .37 .00 8207.25 830.00 99280.000 44350.00 446.54 .62 .35 .00 8487.64 830.00 99280.000 60400.00 447.90 1.36 .28 .00 10076.30 830.00 ^. i 100040.000 24300.00 444.99 .00 .33 .00 8074.81 760.00 100040.000 37100.00 446.22 1.23 .30 .00 8248.01 760.00 100040.000 44350.00 446.83 .61 .29 .00 8536.51 760.00 !� 100040.000 60400.00 448.15 1.32 .25 .00 10089.87 760.00 • 103060.000 24300.00 446.53 .00 1.54 .00 5956.49 3020.00 • 103060.000 37100.00 447.59 1.06 1.37 .00 8012.32 3020.00 • 103060.000 44350.00 448.11 .52 1.28 .00 8576.71 3020.00 r . k • 103060.000 60400.00 449.21 1.10 1.06 .00 9062.54 3020.00 • 106080.000 24300.00 449.09 .00 2.56 .00 5672.68 3020.00 • 106080.000 37100.00 450.11 1.02 2.52 .00 5931.05 3020.00 r 106080.000 44350.00 450.57 .46 2.46 .00 6543.06 3020.00 106080.000 60400.00 451.45 .88 2.24 .00 7325.99 3020.00 7 r r PAGE 12 r r. 24APR99 14:22:34 .F r SUMMARY OF ERRORS AND SPECIAL NOTES EXISTING CONDITION MODEL MULTIPLE PROFILE WARNING SECNO. 93620.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS WARNING SECNO. 93620.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93620.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 93620.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93670.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 93730.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 93730.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93730.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 93810.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93610.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS WARNING SSCNO. 93810.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS WARNING SECNO. 93810.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 97570.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 97570.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 97570.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 98450.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 98450.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 98450.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGB WARNING SSCNO. 98450.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 103060.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 103060.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 103060.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 103060.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 106080.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SRCNO. 106080.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 13 7 EXISTING CONDITION CROSS SECTIONS ELM F&, TRINITY RIVER Cross - Section 90000 468 458 448 w c 0 438 m w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- -Bridge — -CWSEL 1 Q Q Encroachments Q Q ET 1 -- Ground Section I 1 a 1 1 I 1 _1 ELM FOt. TRINITY RIVER Cross - Section 90880 468 458 448 — — — — — — — — — — — — w C 438 (U m w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- -Bridge — —CWSEL 1 Q Q Encroachments p p ET 1 -----G round Section ► - -a a a a I 1 I I I 1 1 -1 1 -a A _a _a A a I I I ELM FOk. TRINITY RIVER Cross - Section 92090 468 458 448 — — — — — — — — — — — — — w 438 m m w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- -Bridge — —CWSEL 1 Q Q Encroachments Q Q ET 1 Ground Section 1 - - -1 - 1 1 1 1 I 1 — 1 I 1 - 1 -1 -- 1 - - -1 -1 - - -1 _ I -I ELM FOk TRINITY RIVER Cross I - Section 92300 GLG . ; y V_ C 0 43 8 ro m Ld w 42 41 m 8 8 8 iinnn innnn 15 1000 3000 - .- -Bridge ground Section t)UUU iuuU Distance (Ft) — —CWSEL 1 L L Encroachments L LET 1 000 I - -1 i - __1 _a ___1 __1 - __1 _] —1 1 ELM FOh TRINITY RIVER Cross - Section 93620 468 458 448 C 438 m m w w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- $ridge — —CWSEL 1 Q p Encroachments p p ET 1 Ground Section - I 1 - 1 - 1 - - 1 -1 ) 1 I - 1 I _ 1 -I 1 - - 1 _A -1 1 1 ELM F&. TRINITY RIVER Cross - Section 93670 468 458 448 U U_ c 438 +U CU w w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- Bridge — —CWSEL 1 L p Encroachments Q Q ET 1 G round Section ELM FOi TRINITY RIVER Cross - Section 93730 468 458 448 i w 0 438 +0 m L w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) - -- -Bridge — —CWSEL 1 p p Encroachments p p ET 1 ground Sect I -1 1 a 1 1 1 ) 1 a ELM FOi TRINITY RIVER Cross - Section 93760 468 458 448 i - - -- — w I C 438 w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) F - ]Blriidg e — �WSEL 1 p p Encroachments p p ET 1 g rund Section I __l I 1 I -- I - 1 - -) -1 - 1 - a I ELM FOh TRINITY RIVER Cross - Section 93810 468 458 448 w C 438 w a) w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- Bridge - -CWSEL 1 p p Encroachments p p ET 1 -- Ground Section 1 1 7 EXISTING CONDITION WATER SURFACE PROFILES 7 7 I sa smw inso 3a= :C4= :06030 q th Tt) ISEL 3 smw inso FLOODPLAIN AND FLOODWAY DELINEATION fl r z 11 �� X 111 �. _ � t. � t 1 Ili 1 ♦ � � �,�� � � , ; � %r _'_ _� ;�� �� , � '' /�,,... ;.'•yam /,. 111111 � 1 X77►`' � 1.��J i. '� MOMMEM / 5' 0 1 pft- I � Ill VEWNW? I IN i PROPOSED CONDITION FLOODWAY MODEL r r r PROPOSED CONDITION FLOODWAY MODEL 41f 11f Y•1fhY4wwYYaarYr a • ;4 ;4Y ;1RYY4Y4RRRR4Y♦ ;i411hfYhh•f Y4h4YY aararrtrartYYRt4 ; ; ;Yt * HEC -2 WATER SURFACE PROFILES ; * VeYelon 4.6.2; May 1991 f r + RUN DATE 24APR99 TIME 15:55:50 + 4hrrrxxxax; w+ Y + + + + ++ ++4hh ;YRVx ; ;rraxxxrr ;rrf ht ;wxxlx lxx ;a ;x ; ;aarrr ;rrrarrrxxaafrafa x x xxxxxxx xxxxx x x x x x x x x x xxxxxxx xxxx x x x x x x x x x x x x xxxxxxx xxxxx xxxxx x x x xxxxx xxxxx x x xxxxxxx * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 PROPOSED CONDITION FLOODWAY MODEL 24APR99 15:55:50 PAGE 1 THIS RUN EXECUTED 24APR99 15:55:50 axx: x* *r**• *r *** * * * *r *r**• *w♦wrrrrrrr HSC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 *+ xrra *r*r• * * ** **rr *r*r*** *trrr * +aarr T1 DUPLICATION OF EFFECTIVE PIS PLOODWAY MODEL T2 100 -YR DISCHARGES - NATURAL PROFILE T3 ELM PORK TRINITY RIVER [EPPISDPF.IH2] J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSBL 2 443.41 J2 NPROP IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIN 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 43 50 42 26 4 53 JS LPRNT NUMSBC * * * * * ** *REQUESTED SECTION NUMBERS * * * * ** ** PQ ITRACE 54 1810 -10 -10 4360 446.7 5330 .6950 444.8 NC .08 .06 .075 .1 .3 9589 9670 QT 2 44350 44350 9810 10765 445 14855 ST 436.9 2870 4.1 4950 10690 5860 437 X1 90000 40 9412 9733 432.9 7833 7940 GR 450 1000 442 1010 440.8 1285 440.7 GR 440 2670 434 3300 434 3575 440 GR 438 5835 438 6525 436.1 6780 447.5 GR 445 7950 440.2 8630 448 9147 439 GR 435 9442 434.4 9452 431.4 9522 431 GR 409.6 9591 409.6 9645 415.9 9647 427.4 GR 430.4 9715 430.4 9715 440.5 9733 440 GR 440 9840 438 10004 438 10690 445 ET 4.1 2900 8615 X1 90880 45 7725 7990 500 780 880 GR 438 1000 438 1920 440 2230 440 GR 440.5 3500 436.5 3692 438.5 4080 438.5 GR 448.5 4860 462.2 4920 457 5530 444 GR 437.5 6835 439.5 7315 440 7510 440 GR 438 7635 437 7725 435 7760 434.5 GR 416.5 7866 414.5 7867 414.5 7939 416.5 GR 431.8 7970 441.3 7990 440.7 8046 440.7 GR 441.8 8100 440 8245 429.4 8264 429.4 GR 438 8600 445 8620 445 12805 445 PQ ITRACE 54 1810 440 2120 4360 446.7 5330 .6950 444.8 7480 9342 438 9412 9557 415.9 9589 9670 429.2 9689 9760 441.2 9810 10765 445 14855 2640 436.9 2870 4440 445.1 4510 5860 437 6165 7585 439 7600 7783 432.9 7833 7940 430.4 7959 6050 441.8 8099 8512 438 8550 12915 450 13000 PROPOSED CONDITION PLOODWAY MODEL 24APR99 15:55:50 PAGE 2 ST 4.1 3900 10020 X1 92090 45 9000 9320 964 1234 1210 OR 452.80 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 OR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 439.6 4100 OR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 OR 440.20 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 OR 441.60 6950 440. 6965 440 8250 446.5 8400 444 8600 OR 446.90 8700 441.2 8800 442.8 8940 445.2 8970 443 9000 OR 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 OR 430 9300 442.5 9320 440.9 9444 444.9 9594 429.8 9634 OR 429.8 9864 439.1 9900 440 10010 445 10025 445 14000 ST 4.1 2550 8710 X1 92300 42 7703 7969 210 210 210 OR 438 1000 438 1580 438.6 2280 441.1 2710 438 3080 OR 442.3 3820 438 4450 441.4 4800 437 5060 446.4 5405 OR 437.6 6070 438.2 6660 438 7550 439.7 7616 440.7 7656 OR 437.3 7703 433.8 7718 431.8 7757 427.6 7780 427.2 7804 OR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 421.6 7870 OR 423.3 7875 430.1 7890 431.1 7928 434.9 7938 435.1 7951 OR 439 7969 440.7 8000 440 8158 440 8159 440 8210 OR 429.9 6250 429.9 8480 440 8520 440 8700 445 8712 OR 445 12340 450 12580 NC .07 .06 .06 ST 4.1 2950 8650 XI 93620 49 8200 8380 2570 1420 1320. OR 445 1000 445 1080 446 1180 446 1240 441 1530 OR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. OR 443 3720 446.5 3610 449.5 4200 449.5 4520 446.5 4710. OR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. OR 442.5 5760 445 5970 444 6280 442 6470 444 6660. OR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. OR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 OR 418 8230. 420 8260 414.5 6280 437.5 8380. 439 6400. OR 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140. OR 445 10220 445 12430 447 12840 450 12940. NC .07 .1 .06 ET 4.1 2950 8650 X1 93670 59 8200 8470. 50 50 50. OR 445 1000 445 1080 446 1180 446 1240 441 1530. OR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. OR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. OR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. OR 442.5 5760 445 5970 444 6280 442 6470 444 6660. OR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. OR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 6200. OR 437.5 8225 437.5 6274 434 8275 434.3 8390 437.2 8391. OR 437.5 8420 439 6470 443.5 6620 444.5 9620 443.5 10000. OR 442 10140 443 10540 444 10650 444 10800 445 10930. OR 442.5 12000 442.5 12110 441 12200 439 12210 441.5 12220. OR 444 12330 443.5 12430 447 12840 450. 12940. PROPOSED CONDITION PLOODNAY MODEL T R 24APR99 15:55:50 NC 60. .3 .5 HT 4.1 3000 8800 X1 93730 44. 8490 8800 60 ET 2 8490 443.5 439.6 8800 GR 450 1000 447 1420 447 GR 441.5 3620 442 3820 450 GR 447 5420 443.5 5820 443.5 GR 445 7290 443.5 7860 441 GR 431 8050 436.5 8090 441.5 GR 443 8370 443.5 8490 439.6 GR 420 8670 414.5 8700 444.6 GR 446.5 9110 445.5 9310 446 GR 445 12720 445 12820 447 HT 3300 4200 4.1 3000 8600 Xi 93760 444 5240 442.5 30 X2 442 6470 444 6660 7580 NC .07 .07 .06 7830 441 HT 439.5 8200 4.1 2900 8650 X1 93810 58 8200 8450 50 GR 445 1000 445 1080 446 GR 440 2300 439.5 2700 440.5 GR 443 3720 446.5 3810 449.5 GR 445.5 4910 445.8 5000 446 GR 442.5 5760 445 5970 444 GR 444 7100 443 7320 439.5 GR 436.5 7670 441.5 7690 440.5 GR 418 9230 420 8260 414.5 GR 439 8450 443.5 8590 444.5 GR 443 10540 444 10650 444 GR 442.5 12110 441 12200 439 OR 443.5 12430 447 12840 450 NC .07 .09 .06 .1 .3 HT 4.1 3100 10700 X1 97570 56 5490 5660 2100 GR 450 600 446 820 444 OR 442 1870 440 2180 440 GR 444 4220 440 4360 440 GR 440 5470 433 5490 423 GR 436 5630 440 5680 440 GR 440 6750 438 6830 438 GR 433.2 7440 440 7470 440 GR 440 8160 440 8175 433.2 GR 442 8350 442 9230 444 GR 428 9670 428 9685 434 GR 446 10005 446.3 10275 446 GR 450 12170 PAGE 3 60 60. 448.5 444.6 1620 443 2020 442 2480 4420 451 4820 447 5220. 6120 445 6380 442 6890 7920 439.5 8010 437.5 8030 8110 444 8120 443.5 8170 8490 436 8640 416 8650 8800 448.5 8800 446 8870 9610 445.5 10320 445 10420 13120 450 13260 30 30 1 50 50 1180 446 1240 441 1530 2900 439 3010 436.5 3300 4200 449.5 4520 446.5 4710 5090 444 5240 442.5 5470 6260 442 6470 444 6660 7580 437.5 7610 431 7630 7830 441 7940 439.5 8200 8280 437.5 8380 439 8400 9620 443.5 10000 442 10140 10600 445 10930 442.5 12000. 12210 441 12220 444 12330. 12940. 1700 3760 880 444 1150 442 1420 3800 442 3620 444 4030 5200 442 5330 442 5460 5525 423 5575 433 5610 5920 442 6000 442 6680 7200 440 7350 433.2 7360 7500 442 8000 442 8150 8200 433.2 8265 440 8270 9520 440 9630 434 9655 9700 440 9710 444 9760 10560 446 11000 446 12100 PROPOSED CONDITION PLOODWAY MODEL 24APR99 15:55:50 ET 880 4.1 1930 9480 X1 98450 49 4035 4215 800 OR 451 1000 444 1030 441.5 GR 442 1840 440.5 2500 441.2 GR 443 3700 444.5 3880 444.9 GR 426 4180 443 4215 442.9 GR 443.4 5500 442.1 5600 444.5 GR 442.5 6800 441.4 7000 440.2 GR 441.6 7600 442 8200 443.6 GR 446.5 9100 447.5 9185 447.3 GR 446 9325 447.5 9800 446 GR 448 11100 455 11200 457.5 ET 428.9 4090 4.1 2690 9530 XI 99280 49 4035 4215 750 GR 451 1000 444 1030 441.5 GR 442 1840 440.5 2500 441.2 GR 443 3700 444.5 3880 444.9 GR 428 4180 443 4215 442.9 GR 443.4 5500 442.1 5600 442.5 GR 442.5 6800 441.4 7000 440.2 GR 441.6 7800 442 8200 443.6 GR 446.5 9300 447.5 9335 447.3 GR 446 9475 447.5 9800 447 GR 448 11100 455 11200 457.5 ET 8800 443.5 4.1 2300 9750 X1 100040 49 4035 4215 760 GR 451 1000 444 1030 441.5 GR 442 1840 440.5 2500 441.2 GR 443 3700 444.5 3880 444.9 GR 430 4180 443 4215 442.9 GR 443.4 5500 442.1 5600 444.5 GR 442.5 6800 441.4 7000 440.2 GR 441.6 7800 442 8200 443.6 GR 446.5 9350 447.5 9600 447.3 GR 446 9740 447.5 9800 447 GR 448 11100 455 11200 457.5 ET 5580. 444.0 4.1 2840 9700 X1 103060 96 3333. 3533. 1850.0 OR 455.5 1000. 451.7 1023. 446.7 GR 444.8 1630. 444.9 1638. 446.0 GR 446.6 2479. 447.5 2599. 447.9 GR 445.2 2946. 448.3 3061. 448.3 GR 449.6 3333. 438.7 3385. 434.9 GR 439.9 3496. 447.5 3533. 448.2 GR 448.4 3656. 448.5 3703. 447.6 GR 444.3 4700. 445.3 4762. 445.6 GR 444.7 5302. 443.9 5354. 442.7 GR 443.8 5549. 442.3 5560. 442.3 GR 443.8 5949. 444.0 6047. 443.6 OR 443.3 6727. 443.5 6825. 443.6 PAGE 4 700 880 1190 439.7 1200 439.7 1830 2925 442.5 3080 443 3180 4000 445.7 4035 426.9 4090 4290 444.5 - 4390 442.9 5415 5685 443 6640 442.5 6700 7115 439.8 7500 440 7600 8800 443.5 8900 446.5 9000 9235 428.3 9265 428.5 9305 10400 446.9 10900 446.5 11000 11300 459.2 11420 750 830 1190 439.7 1200 439.7 1830 2925 442.5 3080 443 3180 4000 445.7 4035 428.9 4090 4290 444.5 4390 442.9 5415 5685 443 6640 442.5 6700 7115 439.6 7500 440 7600 8800 443.5 8900 446.5 9200 9385 426.3 9415 428.5 9455 10400 446.9 10900 447 11000 11300 459.2 11420 760 760 1190 439.7 1200 439.7 1830 2925 442.5 3080 443 3180 4000 445.7 4035 430.9 4090 4290 444.5 4390 442.9 5415 5685 443 6640 442.5 6700 7115 439.8 7500 440 7600 8800 443.5 8900 446.5 9200 9650 428 -.3 9680 428.5 9720 10400 446.9 10900 447 11000 11300 459.2 11420 1775.0 3020.0 1146. 447.7 1154. 446.6 1229. 1646. 445.7 2153. 445.8 2245. 2675. 448.0 2746. 445.2 2846. 3075. 449.0 3213. 449.2 3306. 3438. 431.4 3449. .430.0 3470. 3574. 446.5 3584. 446.9 3605. 3851. 446.6 4531. 444.0 4664. 4870. 445.5 4860. 446.4 4962. 5364. 442.6 5405. 444.4 5416. 5570. 443.8 5580. 444.0 5891. 6208. 443.7 6241. 443.2 6353. 6846. 444.2 7019. 444.2 '7402. PROPOSED CONDITION PLOODWAY MODEL 24APR99 15:55:50 OR 444.2 7408. 444.8 7823. OR 444.6 8089. 445.4 8173. GR 447.4 8770. 447.4 8819. GR 447.8 8964. 447.8 9089. OR 447.8 9315. 439.8 9326. GR 444.9 9460. 447.6 9490. GR 447.5 10034. 448.0 10132. GR 457.1 10540. ET 451 1870 4.1 2580 %1 106080 52 2630. 2850. GR 460 1000 453.5 1160 GR 447.5 2290 447.5 2360 GR 432.5 2740 430 2760 GR 450 2900 453 2970 GR 449 4150 445.5 4570 GR 445 4680 444 4810 GR 446 5450 447 6070 OR 445 7210 446.5 7360 GR 446 8380 447.5 8440 GR 433 8550 435.5 8590 GR 446.5 9050 455 9660 445.2 446.5 437.9 445.0 433.2 447.4 449.4 8630 1850.0 450 453.5 444 451 444 441 446.5 446.5 449 443.5 PAGE 5 7947. 444.7 7992. 444.3 8019. 8381. 446.5 8527. 446.6 8564. 8848. 438.1 8887. 446.9 8906. 9182. 446.4 9223. 447.1 9285. 9367. 439.7 9398. 440.9 9439. 9548. 447.3 9655. 446.6 9912. 10229. 453.6 10326. 455.5 10423. 1775.0 3020.0 1440 451 1870 453 2220 2440 453.5 2630 439.5 2730 2800 452 2850 453.5 2890 3160 450 3820 445 3950 4620 441.5 4630 441.5 4670 4820 441 4830 444 4840 6610 446.5 7020 447 7140 7740 448.5 8250 443 8340 6470 433 8480 420 8520 8610 449 8640 448.5 6800 PROPOSED CONDITION PLOODWAY MODEL 24APR99 15:55:50 T1 DUPLICATION OF EFFECTIVE PIS PLOODWAY MODEL T2 100 -YR DISCHARGES - ENCROACHED PROFILE T3 ELM PORK TRINITY RIVER J1 TCHECK INQ NINV IDIR STRT METRIC WINS Q WSEL PQ 3 443.49 J2 NPROP IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE 15 -1 PAGE 6 I^ PROPOSED CONDITION FLOODWAY MODEL 24APR99 15:55:50 PAGE 7 THIS RON EXECUTED 24APR99 15:55:51 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ♦t lftfYYYY YYttttYYYtt tf kf kfkttYYi }ttY NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST. ELM FORK TRINITY RIVER SUMMARY PRINTOUT SECNO MERL Q DIFWSP BLMIN VCH TOPWID SETA ENDST 90000.000 443.41 44350.00 .00 409.60 2.26 7382.51 1008.24 10747.96 90000.000 443.49 44350.00 .08 409.60 3.81 3503.30 5516.33 10690.00 90880.000 443.60 44350.00 .00 414.50 2.08 6232.86 1000.00 8616.01 * 90880.000 443.97 44350.00 .36 414.50 2.42 4351.52 2900.00 8615.00 92090.000 443.91 44350.00 .00 410.60 2.09 7951.15 1432.00 10021.74 92090.000 444.38 44350.00 .47 410.60 2.41 5639.61 3900.00 10020.00 92300.000 443.98 44350.00 .00 415.10 1.93 7437.88 1000.00 8709.53 92300.000 444.47 44350.00 .49 415.10 2.14 5943.04 2550.00 8710.00 * 93620.000 444.69 44350.00 .00 414.50 4.73 7348.31 1316.03 10211.71 * 93620.000 445.26 44350.00 .57 414.50 5.55 4332.35 2950.00 8650.00 93670.000 444.82 44350.00 .00 431.00 3.41 9698.05 1306.21 12585.10 93670.000 445.43 44350.00 .61 431.00 4.59 4349.72 2950.00 6650.00 * 93730.000 444.88 44350.00 .00 414.50 4.61 5236.82 1832.18 8800.00 * 93730.000 445.56 44350.00 .68 414.50 4.57 4301.87 3000.00 8800.00 93760.000 445.04 44350.00 .00 414.50 4.30 7802.20 1815.97 12826.05 * 93760.000 445.68 44350.00 .64 414.50 4.36 4325.71 3000.00 8800.00 * 93810.000 445.22 44350.00 .00 414.50 3.43 10076.32 1000.00 12631.33 * 93610.000 445.78 44350.00 .56 414.50 4.46 4574.86 2900.00 8650.00 * 97570.000 445.98 44350.00 .00 423.00 2.21 9182.30 820.53 10002.83 t 97570.000 446.82 44350.00 .84 423.00 - 2.33 7600.00 3100.00 10700.00 * 98450.000 446.19 44350.00 .00 426.00 3.25 8302.07 1020.60 10506.85 98450.000 447.03 44350.00 .84 426.00 3.17 7459.65 1930.00 9460.00 PROPOSED CONDITION P LOO DWAY MODEL 24APR99 15:55:50 SSCNO CWSEL Q DIPWSP ELMIN VCE TOPWID SSTA ENDST 99280.000 446.54 44350.00 .00 428.00 2.77 8487.64 1019.12 9591.63 99280.000 447.38 44350.00 .84 428.00 3.19 6804.38 2690.00 9530.00 100040.000 446.83 44350.00 .00 428.30 2.54 8536.51 1017.88 9773.12 100040.000 447.71 44350.00 .88 428.30 2.68 7450.00 2300.00 9750.00 * 103060.000 448.11 44350.00 .00 430.00 4.44 8576.71 1150.70 10139.76 * 103060.000 448.88 44350.00 .77 430.00 3.92 6712.46 2840.00 9700.00 106080.000 450.57 44350.00 .00 420.00 3.19 6543.06 1394.46 9342.03 106080.000 450.88 44350.00 .31 420.00 3.09 5610.38 2648.69 8630.00 PAGE 8 PROPOSED CONDITION FLOODWAY MODEL 24APR99 15:55:50 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 90880.000 WARNING SECNO= 93620.000 WARNING SECNO. 93620.000 WARNING SECNO. 93730.000 CAUTION SECNO= 93730.000 CAUTION SECNO= 93760.000 WARNING SSCNO. 93810.000 WARNING SECNO. 93810.000 WARNING SSCNO. 97570.000 WARNING SBCNO. 97570.000 WARNING SECNO. 98450.000 WARNING SBCNO- 103060.000 WARNING SECNO. 103060.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 BRIDGE DECK DEFINITION ERROR PROFILE. 2 BRIDGE DECK DEFINITION ERROR PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 9 I PROPOSED CONDITION MULTIPLE PROFILE MODEL r r PROPOSED CONDITION MULTIPLE PROFILE tffYrf +Y•Y +A•+ +YYWWAYf+ffYY +W a++l VrrrYfffYr♦ tf•xrA+r +rf •x +t +r + +rY + + +AAe••+r + +rA•+rr • HRC -2 WATER SURFACE PROFILES A x t + V.rsion 4.6.2; May 1991 x # t V V RUN DATE 24APR99 TIME 14:22:34 + t t ++Wa +f+YYaaxArr♦ ++xYrr••r•rrr rf • + + +r Af •fYYr txxYa++ rxrA ++frWA ++rr +ra +rrr +Yrff +aa x x xxxxxxx xxxxx x x x x x x x x x xxxxxxx xxxx x x x x x x x x x x x x xxxxxxx xxxxx xxxxx x x x xxxxx xxxxx x x xxxxxxx • U.S. ARMY CORPS OF ENGINEERS • HYDROLOGIC ENGINEERING CENTER • 609 SECOND STREET, SUITE D • DAVIS, CALIFORNIA 95616 -4687 • (916) 756 -1104 We Pee r r n r r* PROPOSED CONDITION MULTIPLE PROFILE 24APR99 14:22:34 PAGE 1 THIS RUN EXECUTED 24APR99 14:22:34 ++ A++ r +xrrrtrAArrt ++rYYAA ++xY +t +A+4YY HBC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 YYtYA+ rAtttAArrYYtAAI+r4YtAx+Y4tYAA +♦ T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 10 -YR DISCHARGES T3 ELM PORK TRINITY RIVER IEFHISDPM.IH2] J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 2 439.3 J2 NPROP IPLOT PRFVS XSECV XSECH PH ALLDC IBW CHNIM ITRACE - 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 JS LPRNT NUMSEC * * **** **REQUESTED SECTION NUMBERS * *** * * ** -10 -10 NC .08 .06 .075 .1 .3 QT 4 24300 37100 44350 60400 STARTING WATER SURFACE ELEVATIONS ESTIMATED FROM PIS FLOOD PROFILES XI 90000 40 9412 9733 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 OR 440 2670 434 3300 434 3575 440 4360 446.7 5330 GR 438 5835 438 6525 436.1 6780 447.5 6950 444.8 7480 GR 445 7950 440.2 8630 448 9147 439 9342 438 9412 OR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 OR 409.6 9591 409.6 9645 415.9 9647 427.4 9670 429.2 9689 OR 430.4 9715 430.4 9715 440.5 9733 440 9760 441.2 9810 OR 440 9840 438 10004 438 10690 445 10765 445 14855 X1 90880 45 7725 7990 500 780 880 GA 438 1000 438 1920 440 2230 440 2640 436.9 2870 GR 440.5 3500 436.5 3692 438.5 4080 438.5 4440 445.1 4510 GR 448.5 4860 462.2 4920 457 5530 444 5860 437 6165 GR 437.5 6835 439.5 7315 440 7510 440 7585 439 7600 GR 438 7635 437 7725 435 7760 434.5 7783 432.9 7833 GR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 GR 431.8 7970 441.3 7990 440.7 8046 440.7 8050 441.8 8099 GR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 8550 s- n r r r r PROPOSED CONDITION MULTIPLE PROFILE 24APR99 14:22:34 PAGE 2 GR 438 8600 445 8620 445 12805 445 12915 450 13000 X1 92090 45 9000 9320 964 1234 1210 GR 452.80 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 OR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 439.8 4100 OR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 OR 440.20 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 GR 441.60 6950 440. ,6965 440 8250 446.5 8400 444 8600 OR 446.90 8700 441.2 8800 442.8 8940 445.2 8970 443 9000 GR 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 GR 430 9300 442.5 9320 440.9 9444 444.9 9594 429.8 9634 GR 429.8 9864 439.1 9900 440 10010 445 10025 445 14000 X1 92300 42 7703 7969 210 210 210 GR 438 1000 438 1580 438.6 2280 441.1 2710 438 3080 OR 442.3 3820 438 4450 441.4 4800 437 5080 446.4 5405 OR 437.8 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 GR 437.3 7703 433.8 7718 431.8 7757 427.6 7780 427.2 7804 GR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 421.6 7870 GR 423.3 7875 430.1 7890 431.1 7928 434.9 7938 435.1 7951 GR 439 7969 440.7 8000 440 8158 440 8159 440 8210 GR 429.9 8250 429.9 8480 440 8520 440 8700 445 8712 GR 445 12340 450 12580 NC .07 .06 .06 - X1 93620 49 8200 8380 2570 1420 1320. GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. OR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. OR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230. 420 8260 414.5 8280 437.5 8380. 439 8400. GR 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140. GR 445 10220 445 12430 447 12840 450 12940. NC .07 .1 .06 X1 93670 59 8200 8470. 50 50 50. OR 445 1000 445 1060 446 1180 446 1240 441 1530. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 8391. GR 437.5 8420 439 8470 443.5 8620 444.5 9620 443.5 10000. OR 442 10140 443 10540 444 10650 444 10800 445 10930. GR 442.5 12000 442.5 12110 441 12200 439 12210 441.5 12220. GR 444 12330 443.5 12430 447 12840 450. 12940. r PROPOSED CONDITION MULTIPLE PROFILE r+ XI 24APR99 14:22:34 5490 5680 2100 1700 3760 PAGE 3 NC 450 600 446 .3 .5 880 444 1150 442 1420 X1 93730 44. 8490 8800 60 60 60. 3820 444 4030 ET 2 8490 443.5 439.6 8800 448.5 444.6 5330 442 5460 GR 450 1000 447 1420 447 1620 443 2020 442 2480 r GR 441.5 3620 442 3820 450 4420 451 4820 447 5220. ' GR 447 5420 443.5 5820 443.5 6120 445 6380 442 6890 - GR 445 7290 443.5 .7860 441 7920 439.5 8010 437.5 8030 GR 431 8050 436.5 8090 441.5 8110 444 8120 443.5 8170 r+ GR 443 8370 443.5 8490 439.6 8490 436 8640 418 8650 GR 420 8670 414.5 8700 444.6 8800 448.5 8800 446 8870 r GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 GR 445 12720 445 12820 447 13120 450 13260 r X1 93760 49 4035 4215 30 30 30 r X2 451 1000 444 1030 441.5 1190 1 1200 439.7 1830 Y OR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 NC .07 .07 .06 3880 444.9 4000 445.7 4035 426.9 4090 r X1 93810 58 8200 8450 50 50 50 4390 - 5415 GR 445 1000 445 1080 446 1180 446 1240 441 1530 A"! GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 ! GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 r GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 n GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 r GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230 420 8260 414.5 8280 437.5 8380 439 8400 GR 439 8450 443.5 8590 444.5 9620 443.5 10000 442 10140 GR 443 10540 444 10650 444 10800 445 10930 442.5 12000. OR 442.5 12110 441 12200 439 12210 441 12220 444 12330. GR 443.5 12430 447 12840 450 12940. NC .07 .09 .06 .1 .3 XI 97570 56 5490 5680 2100 1700 3760 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 r GR 436 5630 440 5680 440 5920 442 6000 442 6680 ' GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 ' GR 433.2 7440 440 7470 440 7500 442 8000 442 8150 GR 440 8160 440 8175 433.2 8200 433.2 8265 440 8270 r+ GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 GR 450 12170 r X1 98450 49 4035 4215 800 700 880 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 OR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 426.9 4090 r OR 426 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 r r r r PROPOSED CONDITION MULTIPLE PROFILE I r 24APR99 14:22:34 PAGE 4 i GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9000 GR 446.5 9100 447.5 9185 447.3 9235 428.3 9265 428.5 9305 GR 446 9325 447.5 9800 446 10400 446.9 10900 446.5 11000 OR 448 11100 455 11200 457.5 11300 459.2 11420 X1 99280 49 4035 4215 750 750 830 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 r. OR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 428.9 4090 GR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 OR 443.4 5500 442.1 5600 442.5 5685 443 6640 442.5 6700 OR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 OR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 ' GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 11000 OR 448 11100 455 11200 457.5 11300 459.2 11420 Y X1 100040 49 4035 4215 760 760 760 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 OR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 r OR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 �8 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 f OR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. GR 444.8 1630. 444.9 1638. 446.0 1646. 445.7 2153. 445.8 2245. GR 446.6 2479. 447.5 2599. 447.9 2675. 448.0 2746. 445.2 2846. r+ GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449.2 3306. OR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3605. GR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 444.0 4664. OR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880. 446.4 4962. r GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. OR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444.0 5891. ' GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. OR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. �+ GR 444.2 7408. 444.8 7823. 445.2 7947. 444.7 7992. 444.3 8019. GR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 8564. GR 447.4 8770. 447.4 8819. 437.9 8848. 438.1 8887. 446.9 8906. GR 447.8 8964. 447.8 9089. 445.0 9182. 446.4 9223. 447.1 9285. GR 447.8 9315. 439.8 9326. 433.2 9367. 439.7 9398. 440.9 9439. OR 444.9 9460. 447.6 9490. 447.4 9548. 447.3 9655. 446.6 9912. OR 447.5 10034. 448.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. OR 457.1 10540. I r PROPOSED CONDITION MULTIPLE PROFILE 24APR99 14:22:34 PAGE 5 %1 106080 52 2630. 2850. 1850.0 1775.0 3020.0 OR 460 1000 453.5 1160 450 1440 451 1870 453 2220 OR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 OR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 OR 450 2900 453 2970 451 3160 450 3820 445 3950 OR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 OR 445 4680 444 .4810 441 4820 441 4830 444 4840 OR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 OR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 8340 OR 446 8380 447.5 8440 449 8470 433 8480 420 8520 OR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8800 OR 446.5 9050 455 9660 PROPOSED CONDITION MULTIPLE PROFILE r R+ 1� PAGE 6 /'n 24APR99 14:22:34 T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 SO-YR DISCHARGES T3 ELM PORK TRINITY RIVER ' S1 ICHBCK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 3 441.8 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 -1 r R+ 1� PAGE 6 /'n PROPOSED CONDITION MULTIPLE PROFILE 24APR99 14:22:34 T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 100 -YR DISCHARGES T3 ELM FORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC WINS Q WSEL PQ 4 443.41 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 -1 PAGE 7 I'^ r r i r r r r PROPOSED CONDITION MULTIPLE PROFILE 24APR99 14:22:34 T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 500 -YR DISCHARGES T3 ELM PORK TRINITY RIVER T1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 5 445.9 S2 NPROF IPLOT PRFVS XSECV XSECH PN ALLDC IBW CHNIM ITRACE 15 -1 PAGE S PROPOSED CONDITION MULTIPLE PROFILE I� 24APR99 14:22:34 PAGE 9 /r THIS RON EXECUTED 24APR99 14:22:35 xrt++ rrr +x+rrr + ++rrt + +++rrxr +ff+rY # ++ HSC -2 WATER SURFACE PROFILES p+ Version 4.6.2; May 1991 Ytrr++ + +Yttrt +++Y+ +#ttrY + + #ttttff##rr NOTE - ASTERISK ( +) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM PORK TRINITY RIVER !� 3 SUMMARY PRINTOUT TABLE 150 SSCNO XLCN ELTRD ELLC ELMIN Q CWSEL CRIME SG 10 +KS VCH AREA .01K I' 90000.000 .00 .00 .00 409.60 24300.00 439.30 .00 439.44 12.62 3.67 11404.23 6840.27 90000.000 .00 .00 .00 409.60 37100.00 441.80 .00 441.86 5.85 2.81 24447.14 15340.65 90000.000 .00 .00 .00 409.60 44350.00 443.41 .00 443.44 3.32 2.26 35733.24 24347.15 90000.000 .00 .00 .00 409.60 60400.00 445.90 .00 445.92 1.84 1.85 59747.54 44528.46 90880.000 880.00 .00 .00 414.50 24300.00 440.01 .00 440.11 6.63 2.75 14743.68 9436.10 90880.000 880.00 .00 .00 414.50 37100.00 442.14 .00 442.19 4.14 2.39 27391.50 18244.21 90880.000 880.00 .00 .00 414.50 44350.00 443.60 .00 443.64 2.76 2.08 36481.13 26690.91 90860.000 880.00 .00 .00 414.50 60400.00 446.01 .00 446.03 1.78 1.82 56006.86 45260.51 92090.000 1210.00 .00 .00 410.60 24300.00 440.72 .00 440.80 5.51 2.56 15035.36 10346.14 92090.000 1210.00 .00 .00 410.60 37100.00 442.60 .00 442.66 4.34 2.39 26899.09 ^ i 17804.15 92090.000 1210.00 .00 .00 410.60 44350.00 443.91 .00 443.95 2.99 2.09 37021.61 25663.02 92090.000 1210.00 .00 .00 410.60 60400.00 446.20 .00 446.22 1.75 1.75 61190.09 45595.37 92300.000 210.00 .00 .00 415.10 24300.00 440.85 .00 440.92 4.98 2.37 18273.26 10894.23 92300.000 210.00 .00 .00 415.10 37100.00 442.70 .00 442.74 3.50 2.17 31155.26 19832.31 92300.000 210.00 .00 .00 415.10 44350.00 443.98 .00 444.01 2.47 1.93 40568.76 I 28233.98 92300.000 210.00 .00 .00 415.10 60400.00 446.24 .00 446.26 1.58 1.68 62247.29 48115.69 # 93620.000 1320.00 .00 .00 414.50 24300.00 441.90 .00 442.22 10.91 5.33 9090.01 7357.96 r 93620.000 1320.00 .00 .00 414.50 37100.00 443.62 .00 443.85 9.42 5.27 16005.95 12087.92 + 93620.000 1320.00 .00 .00 414.50 44350.00 444.69 .00 444.84 7.07 4.73 22800.47 16681.18 r 93620.000 1320.00 .00 .00 414.50 60400.00 446.69 .00 446.76 3.69 3.64 42684.94 31428.60 * 93670.000 50.00 .00 .00 431.00 24300.00 442.12 .00 442.32 41.14 5.11 8140.43 3788.51 93670.000 50.00 .00 .00 431.00 37100.00 443.82 .00 443.93 18.47 4.05 16722.76 8631.77 93670.000 50.00 .00 .00 431.00 44350.00 444.82 .00 444.90 11.04 3.41 25430.74 13349.95 93670.000 50.00 .DO .00 431.00 60400.00 446.75 .00 446.78 4.93 2.61 45478.22 f PROPOSED CONDITION MULTIPLE PROFILE 27196.46 93730.000 60.00 443.50 444.60 414.50 24300.00 442.24 .00 442.77 54.22 6.31 4617.07 3390.21 * 93730.000 60.00 443.50 444.60 414.50 37100.00 443.88 .00 444.23 62.09 5.94 9052.19 4708.26 * 93730.000 60.00 443.50 444.60 414.50 44350.00 444.88 .00 445.08 45.19 4.61 13469.73 6597.62 93730.000 60.00 443.50 444.60 414.50 60400.00 446.77 .00 446.85 17.11 2.70 29733.11 14602.01 r I I r I r PROPOSED CONDITION MULTIPLE PROFILE 45523.53 24APR99 14:22:34 50.38 24300.00 00 444.43 444.24 52.14 00 .00 426.00 37100.00 SHCNO XLCH 00 .00 ELTRD ELLC ELMIN Q 446.19 CWSEL .01K 426.00 450.16 60400.00 9.08 447.61 3.04 00 .00 428.00 2.97 24300.00 444.66 93760.000 428.00 30.00 37100.00 443.50 445.91 444.60 00 .00 414.50 24300.00 420.00 442.49 60400.00 3423.69 428.00 60400.00 451.52 447.90 10.74 00 .00 428.30 32405.79 24300.00 444.99 93760.000 428.30 30.00 37100.00 443.50 446.22 444.60 00 .00 414.50 37100.00 444.16 5137.85 428.30 60400.00 448.15 00 .00 430.00 24300.00 446.53 93760.000 430.00 30.00 37100.00 443.50 447.59 444.60 00 .00 414.50 44350.00 445.04 7025.86 430.00 60400.00 449.21 93760.000 30.00 443.50 444.60 414.50 60400.00 446.83 14941.33 93810.000 50.00 .00 .00 414.50 24300.00 442.99 9572,01 +' 93810.000 50.00 .00 .00 414.50 37100.00 444.45 15637.55 93810.000 50.00 .00 .00 414.50 44350.00 445.22 20459.75 93810.000 50.00 .00 .00 414.50 60400.00 446.90 35075.66 97570.000 3760.00 .00 .00 423.00 24300.00 444.01 16790.19 • 97570.000 3760.00 .00 .00 423.00 37100.00 445.32 25874.44 97570.000 3760.00 .00 .00 423.00 44350.00 445.98 31239.03 97570.000 3760.00 .00 .00 423.00 60400.00 447.44 98450.000 880.00 9993.12 98450.000 880.00 16285.66 + 98450.000 880.00 20204.83 98450.000 880.00 30710.44 99280.000 830.00 11570.13 99280.000 830.00 18433.78 99280.000 830.00 22551.95 99280.000 830.00 33159.57 100040.000 760.00 12215.08 100040.000 760.00 19189.59 100040.000 760.00 23330.86 100040.000 760.00 33906.21 - 103060.000 3020.00 5344.77 * 103060.000 3020.00 8782.34 103060.000 3020.00 11072.66 103060.000 3020.00 17116.10 • 106080.000 3020.00 8726.28 - 106080.000 3020.00 12315.18 106080.000 3020.00 14237.99 106080.000 3020.00 00 .00 426.00 50.38 24300.00 00 444.43 444.24 52.14 00 .00 426.00 37100.00 445.54 17426.80 00 .00 426.00 00 443.12 44350.00 6.44 446.19 00 444.55 00 .00 426.00 450.16 60400.00 9.08 447.61 3.04 00 .00 428.00 2.97 24300.00 444.66 00 .00 428.00 .00 37100.00 445.91 00 .00 428.00 44350.00 420.00 446.54 60400.00 00 .00 428.00 60400.00 451.52 447.90 10.74 00 .00 428.30 32405.79 24300.00 444.99 00 .00 428.30 37100.00 446.22 00 .00 428.30 44350.00 446.83 00 .00 428.30 60400.00 448.15 00 .00 430.00 24300.00 446.53 00 .00 430.00 37100.00 447.59 00 .00 430.00 44350.00 448.11 00 .00 430.00 60400.00 449.21 PAGE 10 CRIWS EG 10-KS VCH AREA 00 442.95 420.00 50.38 24300.00 00 444.43 449.09 52.14 .00 00 445.21 39.85 00 446.91 17426.80 16.34 00 .00 00 443.12 6.44 00 444.55 5.63 450.16 00 445.29 9.08 4.70 3.04 00 446.94 2.97 420.00 00 444.03 00 445.35 00 446.00 00 447.46 00 444.31 00 445.60 00 446.24 00 447.66 2.09 2.06 2.02 1.76 5.91 5.19 4.82 3.87 00 444.70 00 445.95 00 446.57 00 447.93 00 445.02 00 446.24 00 446.86 00 448.18 00 446.66 00 447.69 00 448.20 00 449.28 4.41 4.05 3.87 3.32 3.96 3.74 3.61 3.17 20.67 17.85 16.04 12.45 5.99 5111.22 5.25 10206.48 4.30 14394.64 2.64 30311.86 3.66 13678.47 3.64 23638.37 3.43 31103.70 2.91 49006.05 2.06 29818.52 2.17 41601.75 2.21 47601.16 2.19 63955.03 3.34 18507.66 3.28 28808.39 3.25 34058.73 3.09 47419.78 2.73 22600.43 2.75 32752.93 2.77 37937.84 2.73 50699.86 2.42 23926.13 2.50 33931.84 2.54 39065.74 2.54 51874.95 4.68 12626.92 4.55 19933.27 4.44 24275.03 4.13 33961.10 00 .00 420.00 24300.00 449.09 .00 449.13 7.75 2.72 17426.80 00 .00 420.00 37100.00 450.11 .00 450.16 9.08 3.04 23292.89 00 .00 420.00 44350.00 450.57 .00 450.62 9.70 3.19 26212.53 00 .00 420.00 60400.00 451.45 .00 451.52 10.74 3.45 32405.79 1"' PROPOSED CONDITION MULTIPLE PROFILE 18432.17 PROPOSED CONDITION MULTIPLE PROFILE 24APR99 14:22:34 PAGE 11 ELM PORN TRINITY RIVER r" SUMMARY PRINTOUT TABLE 150 SSCNO Q CWSSL DIPWSP DIPWSX DIFKWS TOPWID XLCM r 90000.000 24300.00 439.30 .00 .00 .00 3794.98 .00 I 90000.000 37100.00 441.80 2.50 .00 .00 6597.43 .00 90000.000 44350.00 443.41 1.61 .00 .00 7382.51 .00 90000.000 60400.00 445.90 2.49 .00 .00 13164.99 .00 90880.000 24300.00 440.01 .00 .71 .00 5662.63 880.00 90880.000 37100.00 442.14 2.12 .34 .00 6149.13 880.00 90880.000 44350.00 443.60 1.47 .19 .00 6232.86 880.00 90880.000 60400.00 446.01 2.41 .11 .00 10727.07 880.00 92090.000 24300.00 440.72 .00 .71 .00 5311.93 1210.00 92090.000 37100.00 442.60 1.88 .46 .00 7463.43 1210.00 92090.000 44350.00 443.91 1.31 .31 .00 7951.15 1210.00 92090.000 60400.00 446.20 2.29 .19 .00 12681.22 1210.00 92300.000 24300.00 440.85 .00 .13 .00 6454.84 210.00 92300.000 37100.00 442.70 1.85 .10 .00 7291.79 210.00 92300.000 44350.00 443.98 1.28 .07 .00 7437.88 210.00 92300.000 60400.00 446.24 2.26 .04 .00 11381.40 210.00 ` * 93620.000 24300.00 441.90 .00 1.05 .00 3278.92 1320.00 * 93620.000 37100.00 443.62 1.72 .92 .00 4962.29 1320.00 44350.00 444.69 1.07 .71 .00 7348.31 1320.00 * 93620.000 93620.000 60400.00 446.69 2.00 .45 .00 10914.10 1320.00 * 93670.000 24300.00 442.12 .00 .22 .00 3564.06 50.00 93670.000 37100.00 443.82 1.69 .20 .00 6854.92 50.00 93670.000 44350.00 444.82 1.01 .14 .00 9698.05 50.00 93670.000 60400.00 446.75 1.92 .05 .00 10957.52 50.00 93730.000 24300.00 442.24 .00 .12 .00 2067.72 60.00 r * 93730.000 37100.00 443.88 1.64 .06 .00 4077.52 60.00 * 93730.000 44350.00 444.88 1.00 .06 .00 5236.62 60.00 - + 93730.000 60400.00 446.77 1.89 .03 .00 10125.95 60.00 93760.000 24300.00 442.49 .00 .25 .00 2282.21 30.00 n 93760.000 37100.00 444.16 1.68 .28 .00 4420.79 30.00 93760.000 44350.00 445.04 .88 .16 .00 7802.20 30.00 93760.000 60400.00 446.63 1.79 .05 .00 10152.90 30.00 * 93810.000 24300.00 442.99 .00 .50 .00 5149.56 50.00 * 93810.000 37100.00 444.45 1.46 .29 .00 9166.58 50.00 * 93810.000 44350.00 445.22 .77 .18 .00 10076.32 50.00 * 93810.000 60400.00 446.90 1.68 .07 .00 11007.69 50.00 PROPOSED CONDITION MULTIPLE PROFILE rw !, 24APR99 14:22:34 SECNO Q CWSEL DIPWSP DIPWSX DIPKWS TOPWID XLCH * 97570.000 24300.00 444.01 .00 1.02 .00 8882.05 3760.00 I * 97570.000 37100.00 445.32 1.31 .87 .00 9082.11 3760.00 * 97570.000 44350.00 445.98 .66 .76 .00 9182.30 3760.00 97570.000 60400.00 447.44 1.45 .53 .00 11364.12 3760.00 r* 98450.000 24300.00 444.24 .00 .23 .00 7426.82 880.00 * 98450.000 37100.00 445.54 1.31 .22 .00 8024.05 880.00 * 98450.000 44350.00 446.19 .65 .21 .00 8302.07 880.00 * 98450.000 60400.00 447.61 1.42 .18 .00 10060.41 880.00 99280.000 24300.00 444.66 .00. .42 .00 7963.60 830.00 99280.000 37100.00 445.91 1.25 .37 .00 8207.25 830.00 99280.000 44350.00 446.54 .62 .35 .00 8487.64 830.00 99280.000 60400.00 447.90 1.36 .28 .00 10076.30 830.00 100040.000 24300.00 444.99 .00 .33 .00 8074.81 760.00 100040.000 37100.00 446.22 1.23 .30 .00 8248.01 760.00 100040.000 44350.00 446.83 .61 .29 .00 8536.51 760.00 100040.000 60400.00 448.15 1.32 .25 .00 10089.87 760.00 * 103060.000 24300.00 446.53 .00 1.54 .00 5956.49 3020.00 * 103060.000 37100.00 447.59 1.06 1.37 .00 8012.32 3020.00 r. * 103060.000 44350.00 448.11 .52 1.28 .00 8576.71 3020.00 * 103060.000 60400.00 449.21 1.10 1.06 .00 9062.54 3020.00 * 106080.000 24300.00 449.09 .00 2.56 .00 5672.68 3020.00 * 106080.000 37100.00 450.11 1.02 2.52 .00 5931.05 3020.00 106080.000 44350.00 450.57 .46 2.46 .00 6543.06 3020.00 106080.000 60400.00 451.45 .88 2.24 .00 7325.99 3020.00 r PAGE 12 n 24APR99 14:22:34 F SUMMARY OF ERRORS AND SPECIAL NOTES PROPOSED CONDITION MULTIPLE PROFILE WARNING SBCNO- 106080,000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 106080.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS r PAGE 13 P• WARNING SSCNO. 93620.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS r+ WARNING SSCNO. 93620.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE i WARNING SBCNO. 93620.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93620.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93670.000 PROPILB. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ! WARNING SECNO= 93730.000 PROPILS- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS ' WARNING SSCNO. 93730.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS WARNING SECNO. 93730.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS WARNING SECNO= 93810.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS WARNING SECNO. 93810.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93810.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 93810.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 97570.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCSPTASLU RANGE WARNING SECNO. 97570.000 PROPILS. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 97570.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 98450.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 98450.000 PROFILE- 2 CONVEYANCE CHANGE OUTBIDS ACCEPTABLE RANGE WARNING SSCNO. 98450.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 98450.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r- WARNING SBCND. 103060.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 103060.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO= 103060.000 PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE �• WARNING SECNO= 103060.000 PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SBCNO- 106080,000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 106080.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS r PAGE 13 P• I I PROPOSED CONDITION CROSS SECTIONS m.: w ELM FD,.., TRINITY RIVER Cross - Section 90000 EM :04 C 438 (U ro m bi w 428 am Juuu bUUU 7000 9000 Distance (Ft) 11000 13000 15000 - Bridge -- -CWSEL 1 p p Encroachments p p ET 1 Ground Section t 1 1 ) 1 1 _ - A ACA ELM FL TRINITY RIVER Cross - Section 90880 �IVV 458 448 IL c 0 438 .• m m w 4 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- Bridge — -CWSEL 1 p p Encroachments p p ET 1 ------ Ground Section s w ELM FOn., TRINITY RIVER Cross - Section 92090 EM EM14 c 438 m m Ld w 428 HM dUUU SUUU JUUU 9000 Distance (Ft) 11000 13000 15000 - -Bridge - -CWSEL 1 Q Q Encroachments Q p ET 1 g round Section - -- 1 1 _ 1 1 ) 1 1 - . -1 -1 `-I __A `_A - ) 1 1 _._J .: w ELM FG. TRINITY RIVER Cross - Section 92300 M . MW C 438 Y ro m w 428 na 3000 5000 7000 9000 Distance (Ft) 11000 13000 15000 -Bridge - -CWSEL 1 p p Encroachments p p ET 1 --Ground Section n " u To Tarr TV OT ur0 Cross - Section 93620 468 458 448 c 0 438 ro v L w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- -Bridge — —CWSEL 1 p p Encroachments p p ET 1 Ground Section 3 1 l j 1 1 ELM FU TRINITY RIVER Cross - Section 93620 lVV 458 448 w c 438 CO -1 w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) - - Bridge - -CWSEL 1 p AEncroachments p pET 1 - G round Section I 3 -3 . __3 I _ 1 ---1 1 1 -- 1 — 1 -A ELM FO.., TRINITY RIVER Cross - Section 93670 468 ++ sm MW LL c 438 m i Ld w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- -Bridge - -CWSEL 1 p p Encroachments p p ET 1 — - Ground Section — — — — —r — — — — — — — - — — 1 ] -_J ELM FOi,., TRINITY RIVER Cross - Section 93730 - -1 I 458 448 / - - -- N 0 438 1 w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 j Distance (Ft) - - -- -Bridge - -CWSEL 1 p p Encroachments p p ET 1 - G round Section - -1 1 -- I - - -- I ---I - -- I - — 1 —1 j I - j - I ° = -j l 7 1 I ELM FOi._ TRINITY RIVER Cross - Section 93760 468 458 448 i C 438 ., m w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- Bridge - -CWSEL 1 p p Encroachments p Q ET 1 � round Section J — -j --1 -- I -`°1 ._� - - 1 - I I l 1 : � -1 `-I -1 I "1 . _3 M.: ELM FG, TRINITY RIVER Cross - Section 93810 9M. sm c 438 m m w 428 1• _ 11� - - - - - I f - - - - - - - - - - - - - - - - 3000 5000 7000 9000 Distance (Ft) 11000 13000 15000 - Bridge - -CWSEL 1 p p Encroachments p p ET 1 — ground Section 1 r PROPOSED CONDITION WATER SURFACE PROFILES K - RINM' RIVER Cross-Sec-)CPS 30000 -,o 1 .03060) 455--1 , :C4-CC 40„ 94000 90000 92cGa erg" IT Me—, '4SEL 4SE, I\ ONE __ 4 � KwAV X CW BOULEVARD / BAA EO[ I ZONE ,N ZONE, I X I II i HOLL WO LAN I � - - =0 – � 4 ZONE X As'3`,;r • % ,,. /„ ZONE l: T O r p CREEK a — j STONE i i1 :ilv . �(�\ \ C;SMILL CT, X ZONE X I HuRST 1 p CD J m S 4 3. m NGTON zn rn _I- b 8A ZO E ,2E� _ `• - • �: ST. LOUIS . -�, SOUTHWESTERN / � ✓ — ^ i ZONE X' f 1 458 RAILWAY ¢ FAIRWAY r 454 ' DRIVE m J �' cr �q a ZONE AEA: 77 �� a ! #'; r ;� G�APEL� 'C A i to to O .ET IN N -� c �. R shown Or' IF I 3AA - tially or taCB" t�.R #i °1 A 4. is index sht� iit,y'R �'e delerminina 1@r� i�See s� m =� 3 CL �• _ n o 3C N 3 60 C) o 81 O, v 0 1 � O t1 0 0 0 'C A i to to 44 I TF L IMITS ICARROLLTON _DA � � ZONE / X J444 70ME X ^.I 'ON X ONE X B ONE X a ' X . � 1 �M t O m X N -� c �. -n ono o m c %04 .n C 4 m =� 3 CL �• _ n o Do k � 3 _ o 81 O, v 0 1 � O t1 44 I TF L IMITS ICARROLLTON _DA � � ZONE / X J444 70ME X ^.I 'ON X ONE X B ONE X a ' X . � 1 �M t A a m ZONE )K 1 G - ,q A n %04 _ o y cnm 0 rn rn c3 o _ o 9 3 Z e tl o; 3 0 A a m ZONE )K 1 PARk 4V O l a '^ 1 IC . 101 lit rp B � v- VA t ` �� • ♦ , � 1, ` j��..�g'q�M ) oF4 AK..• � ., � •i ce.^'__ • -. ��� . ��� if.. Nita .• • � r � •� fn.J a 1 O C) i RKWAY 0 la _B C PARk 4V O l a '^ 1 IC . 101 lit rp B � v- VA t ` �� • ♦ , � 1, ` j��..�g'q�M ) oF4 AK..• � ., � •i ce.^'__ • -. ��� . ��� if.. Nita .• • � r � •� fn.J a 1 O C) 3 No 0 la 4 y° 0 O"o C) - p yy - X ••••++chill CD O W co � l ��yTr A n ONE X ZONE } a ? k-0 , a it % - °; 3 ° e° y _1 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 REVISION REQUESTER AND COMMUNITY OFFICIAL Expires April 30, 2001 Public reporting burden for this form is estimated to average 2.13 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148 ), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right comer of this form. 1. REQUESTED RESPONSE FROM FEMA This request is for a: ® CLOMR A letter from FEMA commenting on whether a proposed project, if built as proposed, would justify a map revision, or proposed hydrology changes (See 44 CFR Ch. 1, Parts 60,65 & 72). ❑ LOMR A letter from FEMA officially revising the current NFIP map to show the changes to floodplains, floodway or flood elevations. LOMRs typically decrease flood hazards. (See 44 CFR Ch. 1 Parts 60 & 65.) ❑ Other Describe: 2. OVERVIEW 1. The basis for this revision request is (are): (check all that apply) ❑ Physical Change ❑ Improved Methodology /Data ❑ Floodway Revision ® Other Describe: FILL IN THE INEFFECTIVE FLOW AREA Note: A photograph is not required, but is very helpful during review. 2. Flooding Source: ELM FORK OF THE TRINITY RIVER 3. Project NamelIdentifier: RIVER CHASE ELEMENTARY SCHOOL 4. FEMA zone designations affected: ZONE AE (example: A, AH, AO, Al -A30, A99, AE, V, V1 -V30, VE, B, C, D, X) 5. The NFIP map panel(s) affected for all impacted communities is (are): Community No. Community Name State Map No. Panel No. Effective Date U 480301 Katy, City TX 480301 00050 02IM83 480287 Harris County TX 48201C 02206 09!28/90 480170 DALLAS COUNTY, CITY OF COPPELL TX 480170 0010E 04/15194 6. The area of revision encompasses the following types of flooding and structures. Check all that apply. Types of Flooding Structures ® Riverine ❑ Channelization ❑ Coastal ❑ Levee/Floodwall ❑ Alluvial fan ❑ Shallow Flooding (e.g. Zones AO and AH) ❑ ❑ Bridge/Culvert Dam ❑ Lakes ® Fill ❑ Other describe ❑ Other (describe) PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89 Revision Requester and Community Official Form MT -2 Forth 1 Page 1 of 2 4. ENCROACHMENT INFORMATION 1. Does the State have jurisdiction over the floodway or its adoption by communities participating in the NFIP? ❑ Yes ® No If Yes, attach a copy of a letter notifying the appropriate State agency of the floodway revision and documentation of the approval of the revised floodway by the appropriate State agency. 2. Does the development in the floodway cause the I% annual chance (base) elevation to increase at any location by more than O.i700 feet? ❑ Yes ® No ❑ N/A 3. Does the cumulative effect of all development that has occurred since the effective SFHA was originally identified cause the base flood elevation to increase at any location by more than one foot (or other increase limit if community or state has adopted more stringent criteria - even if a floodway has not been delineated by FEMA)? ❑ Yes ® No If the answer to either items is Yes, please attach documentation that all requirements of Section 65.12 of the NFIP regulations have been met, regarding evaluation of altematives, notice to individual legal property owners, concurrence of CEO, and certification that no insurable structures are impacted. 5. MAINTENANCE RESPONSIBILITY The community is willing to assume responsibility for ❑ performing ® overseeing compliance with the maintenance and operation plans of the DEVELOPER (Name) flood control structure. If not performed promptly by an owner other than the community, the community will provide the necessary services without cost to the Federal government. 6. REVIEW FEE The review fee for the appropriate request category has been included. ® Yes Fee amount: $ 3.100.00 OR This request is based on a federally sponsored flood - control project where 50 percent or more of the project's cost is federally sponsored, or the request is based on detailed hydrologic and hydraulic studies conducted by Federal, State, or local agencies to replace approximate studies conducted by FEMA and shown on the effective FIRM; thus the project is fee exempt. ❑ Yes Please 7. SIGNATURE No I understand my signature indicates that all, information bm fled i� supp this regpest i orrect Note: Signature indicates that the community understands, from the revision requester, the impacts of the revision on flooding conditions 1 in the community. � r Signature of Revision Requester Signature of Community Official RONALD W. MORRISON P.E C FM. Printed Name and Title or Revision Requester Primed Name and Title of Community Official Morrison Hydrology Engineering Inc Company Name Co unity Name Telephone No.: 817 461 -0321 Date: 5/1999 Telephone No.: Date: CERTIFICATION BY REGISTERED PROFESSIONAL Check which forms have been included with this request ENG NEER AND /OR LAND SURVEYOR This ati nP acco rice t FR C 1 Sect 65.2 Form Name and (Number) Required if ...... 1 ❑ Hydrologic (3) new or revised discharges ® Hydraulic (4) new or revised water - surface elevations ® Mapping (5) floodplain / floodway changes Signature ❑ Channelization (6) channel is modified ❑ Bridge/Culvert (7) addRion/ a sion of bridge/culvert RONALD W. MORRISON RE, C FM. ❑ Levee/Floodwall (8) addition/revision of levee/floodwall Printed Name and Title of Revision Requester ❑ Coastal (9) new or revised coastal elevations ❑ Coastal Structures (10) additionlrevision of coastal structure Registr No. 36651 Fires (Date) 3/31 /2000 State TX ❑ Dam (11) addition/revision of dam ❑ Alluvial Fan (12) structures proposed on alluvial fan Type of License/Expertise: CIVIL FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 RIVERINE HYDRAULIC ANALYSIS Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2.25 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington DC 20472, and to the Office of Management and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right comer of this form. Note: Fill out one form for each flooding source studied Community Name: COPPELL TEXAS Flooding Source: ELM FORK OF THE TRINITY RIVER Project Name/ldentifier: RIVER CHASE ELEMENTARY SCHOOL Describe the limits of the revision OR submit a copy of the FIRM with the revision area clearly Copy of FIRM(s) attached depicting area of the revision (highlighted, or circled)? ® Yes Downstream Limit: 90880 Limit: Requirements: for areas which have detailed flooding for areas which do not have detailed flooding Full input and output listings along with files on diskette for each of the models listed below (items 1 -4) and a summary of the source of input parameters used in Only the 100 -year (Base) flood profile is the models must be provided. The summary must include a description of any required. A hydraulic model is not required for changes made from model to model (e.g., Duplicate Effective model to Corrected areas which do not have detailed flooding; Effective model). At a minimum, the Duplicate Effective (item 1) and the Revised or however, BFEs may not be added to the Post - Project Conditions (item 4) models must be submitted. See instructions for revised FIRM. If a hydraulic model is directions on when other models may be required. developed for the area, items 3 and 4 described below must be submitted. If hydraulic models are not developed, hydraulic analyses (including all calculations) for existing or pre- project conditions and revised or post - project conditions must be submitted. 1. Duplicate Effective Model ® Natural File Name EFFISEXM ® Floodway File Name EFFISEXF Copies of the hydraulic analysis used in the effective FIS, referred to as the effective models (10-, 50 -, 100-, and 500 -year multi - profile runs and the floodway run) must be obtained and then reproduced on the requester's equipment to produce the Duplicate Effective model. This is required to assure that the effective models input data has been transferred correctly to the requester's equipment and to assure that the revised data will be integrated into the effective data to provide a continuous FIS model upstream and downstream of the revised reach. 2. Corrected Effective Model ❑ Natural File Name_[] Floodway File Name The Corrected Effective model is the model that corrects any errors that occur in the Duplicate Effective model, adds any additional cross sections to the Duplicate Effective model, or incorporates more detailed topographic information than that used in the currently effective model. The Correctly Effective model must not reflect any man -made physical changes since the date of the effective model. An error could be a technical error in the modeling procedures, or any construction in the floodplain that occurred prior to the date of the effective model but was not incorporated into the effective model. 3. Existing or Pre- Project Conditions Model ® Natural File Name EFFISDPM ® Floodway File Name EFFISDPF The Duplicate Effective model or Corrective Effective model is modified to produce the Existing or Pre - Project Conditions model to reflect any modifications that have occurred within the floodplain since the date of the Effective model but prior to the construction of the project for which the revision is being requested. If no modification has occurred since the date of the effective model, then this model would be identical to the Corrected Effective model or Duplicate Effective model. 4. Revised or Post - Project Conditions Model ® Natural File Name ® Floodway File Name _ The Existing or Pre - Project Conditions model (or Duplicate Effective model or Corrected Effective model, as appropriate) is revised to reflect revised or post - project conditions. This model must incorporate any physical changes to the floodplain since the effective model was produced as well as the effects of the project. When the request is for the proposed project this model must reflect proposed conditions. 5. Other — Please attach a sheet describing all other models submitted along with the file names. ❑ Natural ❑ Floodway PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FFMA Fnvn Rt -Rqr. Riwdne Hmim, lic AnAl ,, Form MT -? Foon 4 Pane 1 of ? 3. STARTING WATER-SURFACE ELEVATIONS Explain how they were determined. Explanation Attached? ❑ Yes ® No NOTE: If the effective study is an approximate study, the slope/area method is recommended. For detailed analysis studies, using a known water -surface elevation is recommended. 4. RESULTS (from the model used to revise the 100-year water surface elevations If the results indicate any of the following, attach an explanation - to this form, or to the hydraulic model printout- as to the reasonableness of the situation. ❑ Supercritical depth ❑ Critical Depth ❑ Drawdowns ❑ Negative Floodway Surcharges ❑ Floodway Surcharges Greater Than Maximum Allowed by Community /State ❑ Water surface elevations higher than the end points of cross sections. ❑ Floodway discharge is different than the Natural 100 -year (base) flood discharge. ❑ Project causes 100 -year floodplain or floodway elevations to increase (state if increases are located off the requesters property) Explanation attached with Form ❑ Explanation provided on attached printout ❑ If Hydraulic model used is HEC -2, has it been checked with FEMA'S CHECK -2 computer program? ❑ Yes ® No (see instructions for information on how to obtain CHECK -2) S. REVISED FIRM/FBFM AND FLOOD PROFILES 1. Profile Transition a. 100 -Year Water - Surface Elevations - indicate the difference in water surface elevations where the project 100 -year elevations tie into the existing 100 -year water surface elevations at each end of the project. Downstream End 92300 within 0 (feet) Upstream End 93670 within 0 (feet) Cross - Section # Cross - Section # b. Floodway Elevations - indicate the difference in water surface elevations where the project floodway elevations tie into the existing floodway water surface elevations at each end of the project. Downstream End 92300 within 0 (feet) Upstream End 93670 within 0 (feet) Cross - Section # Cross- Section # c. Floodway widths - indicate the difference in floodway widths where the project floodway widths tie into the existing floodway width at each end of the project. Downstream End 92300 within 0 (feet) Upstream End 93670 within 0 (feet) Cross - Section # Cross - Section # 2. Profile Checklist (check box if information has been provided on profile) The following information (unless in parentheses) must be included at the same scale as the existing profiles for this project: ® Stream Name ® Community Name ❑ Corporate Limits labeled ® Study limits labeled ® Confluences labeled ® Channel Stationing ® Streambed profiled ® Cross Sections labeled ® HorizontalNertiral Scales indicated ® 100 -year elevs profiled` ® Road Crossings ® Labeled ❑ Low Chord Elevations ❑ Top of Road Elevations 'All recurrence intervals in the effective study must also be profiled. Floodway Data Table Attach a Floodway Data Table for each cross section listed in the published Floodway Data table in the FIS report. Floodway Data Table Attached ® Yes ❑ Not Required FEMA Fa 81 -89C Riverine Hvdraulic Anatms Form MT -2 Form 4 Paae 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 RIVERINE 1 COASTAL MAPPING I Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1.5 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148 ), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number Is displayed in the upper right comer of this form. Note: Fill out one form for each flooding source studied Community Name: COPPELL, TEXAS Flooding Source: ELM FORK OF TRINITY RIVER Project Namelidentifiier: RIVER CHASE ELEMENTARY SCHOOL This is a ® Manual ❑ Digital submission. Digital map submissions may be used to update digital FIRMS (DFIRMs). For updating DFIRMs, these submissions must be coordinated with FEMA Headquarters as far in advance as possible. - t. nuarrtrrvu I.nAlvuca 1. A topographic workmap must be submitted showing the following information (check N/A when not applicable): a. Revised approximate 100 -year floodplain boundaries (Zone A) ......... ................. .................................. ❑ Yes ❑ No ® N/A b. Revised detailed 100- and 500 -year floodplain boundaries. . ................................................ .... .. .. ... Z Yes ❑ No ❑ N/A c. Revised floodway boundaries ................................................................................ ..............................® Yes ❑ No ❑ N/A d. Location and alignment of all cross sections with stationing control indicated. .......... ....... ...... Z Yes ❑ No ❑ N/A e. Stream alignments, road alignments and dam alignments .................................... ..............................9 Yes ❑ No ❑ N/A f. Current community boundaries . .......... ..................... .................... ........... .......... ..... ........ .............. ..... .❑ Yes ❑ No ® NIA g. Effective 100- year floodplain and floodway boundaries from FIRM/FBFM reduced or enlarged to the scale of the topographic workmap ................................................. ..............................21 Yes ❑ No ❑ N/A h. Tie-ins between the effective and revised 100-, 500 -year and floodway boundaries ..............................® Yes ❑ No ❑ NIA i. The requester's property boundaries and community easements.. .... ............. - ... ............................ .. E Yes ❑ No ❑ N/A j. The signed certification of a registered professional engineer ................................ ..............................® Yes ❑ No ❑ N/A k. Location and description of reference marks .............................................. ...................... ...... ..... ........ ❑ Yes ❑ No ® N/A 1. Vertical datum (example: NGVD, NAVD) .............................................................. ..............................® Yes ❑ No ❑ WA m. Coastal zone designations tie into adjacent areas not being revised ................. .................................. Yes ❑ No ® N/A n. Location and alignment of all coastal transects used to revise the coastal analyze ..............................❑ Yes ❑ No ® N/A o. V -zone has been delineated to extend landward to the heel of the primary frontal dune ............. ........... ❑ Yes ❑ No ® N/A If any items are marked No or NIA please attach an explanation. 2. What is the source and date of the updated topographic information (example: orthophoto maps, July 1985, filed survey, May 1979, beach profile, June 1987 etc.)? CITY TOPOGRAPHIC MAPS AND SURVEY INFORMATION 3. What is the scale and contour interval of the following workmaps? Effective FIS Scale 1" =1000' Contour Interval 10' Revision Request Scale V =400' Contour Interval 2' NOTE. Revised topographic information must be of equal or greater detail than effective. 4. Attach an annotated FIRM /FBFM at the scale of the effective FIRM /FBFM showing the revised 100- and 500 -year floodplain and the floodway boundaries and how they tie into those shown on the effective FIRM /FBFM downstream and upstream of the revisions or adjacent to the area of revision for coastal studies. FIRM /FBFM attached? IRI Yes n No PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS S FEMA Forrn 81-89D Riverine I Coastal Mapping Forth MT -2 Form 5 Page 1 of 2 2. EARTH FILL PLACEMENT 1. The fill is: ❑ Existing ® Proposed r. 9 4. Has fill been /will be placed in the regulatory floodway? ❑ Yes ® No If Yes, please attach completed Riverine Hydraulic Analysis Form (Form 4). Has fill been /will be placed in floodway fringe (area between the floodway and 100 -year floodplain boundaries)? ❑ Yes ® No If Yes, then complete A, B, C, and D below. a. Are fill slopes for granular materials steeper than one vertical on one- and - one -half horizontal? ❑ Yes ❑ No If Yes, justify steeper slopes b. Is adequate erosion protection provided for fill slopes exposed to moving flood waters? (Slopes exposed to flows with velocities of up to 5 feet per second (fps) during the 100 -year flood must, at a minimum, be protected by a cover of grass, vines, weeds, or similar vegetation: slopes exposed to flows with velocities greater than 5 fps during the 100 -year flood must, at a minimum, be protected by stone or rock nprap.) ❑ Yes ❑ No If No, describe erosion protection provided G. Has all fill placed in revised 100 -year floodplain been compacted to 95 percent of the maximum density obtainable with the Standard Proctor Test Method or acceptable equivalent method? ❑ Yes ❑ No d. Can structures conceivably be constructed on the fill at any time in the future? ❑ Yes ❑ No If Yes, attach certification of fill compaction (item 3c. above) by the community's NFIP permit official, a registered professional engineer, or an accredited soils engineer in accordance with Subparagraph 65.5(a)(6) of the NFIP regulations. Fill certification attached ❑ Yes ® No Has fill been /will be placed in a V zone? ❑ Yes ® No If Yes, is the fill protected from erosion by a flood control structure such as a revetment or seawall? ❑ Yes ® No If Yes, attach the Coastal Structures Form (Form 10). FEMA Form 81-89D Riverina+Coastal Mapping Form MT -2 Fwm 5 Page 2 of 2 EXISTING 0 2 VOLUME DETERMINATION EXISTING CONDITIONS «rravr«rr ar +rx rrr♦rrxr+r::xrrr +ry r« ++r«« +r+♦ +r: ra arrr +«x +rr +arr♦r«rrr+sr«ra+++.«x+r + HEC -2 WATER SURFACE PROFILES + + Ve1.i.n 4.6.2; Ma/ 1991 + + RUN DATE 12MAY99 TIME 18:04: 31 x x XXXXI= xXX,xX x x x x x x x x x xxxxxxx xxxx x x x x x x x x x x x x xxxxxxx xxxxx xxxxx =X x x x XX x x + U.S. ARMY CORPS OF ENGINEER + HYDROLOGIC ENGINEERING CENT + 609 SECOND STREET, SUITE D + DAVIS, CALIFORNIA 95616 -468 (916) 756 -1144 VOLUME DETERMINATION EXISTING CONDITIONS 12MAY99 18:04:31 HEC -2 WATER SURFACE PROFILES 444 84 508 449 Version 4.6.2; May 1991 828 454 840 878 T1 CARROLLTON- FARMERS BRANCH ISD 888 926 T2 DESIGN CONDITION VOLUME DETERMINATION 100 YEAR T3 FILE: STORE S1 ICHECK INQ NINV IDIR STRT MEIRIC HM INS Q 0 2 S2 NPROF IPrOT PRFVS XSECV XSECH FN ALLDC IBW 1 0 -1 S3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 4 7 25 SS LPRNT NUMSEC *+ * *" +« *REQUESTED SECTION NUMBERS—'*— -10 -10 QT 2 100 5000 NC .05 .05 .05 .1 .3 AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 X1 1 24 0 926 0 0 0 XS 2 444.82 450.09 GR 463 0 442 0 442 2 443 GR 445 186 446 272 447 374 448 GR 450 740 451 784 452 810 453 GR 455 850 456 860 457 870 458 GR 460 894 461 904 462 910 463 AS PER CITY MASTEPPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 X1 2 23 0 870 120 120 120 X5 2 444.82 450.09 GR 463 0 442 0 443 10 444 GR 446 270 447 405 448 486 449 GR 451 740 452 770 453 790 454 GR 456 810 457 816 458 022 459 GR 461 042 462 862 463 870 AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 PAGE 1 THIS RUN EXECUTED 12MAY99 18:04:31 WSEL FQ CHNIM ITRACE 6 444 84 508 449 674 828 454 840 878 459 888 926 93 445 150 588 450 688 796 455 804 828 460 836 VOLUME DETERMINATION EXISTING CONDITIONS 12MAY99 18:04:31 PAGE 2 X1 3 25 0 850 100 100 100 X5 2 444.82 450.09 GR 464 0 442 0 443 8 444 76 445 152 GR 446 280 447 430 448 514 449 612 450 680 GR 451 724 452 744 453 750 454 758 455 764 GR 456 768 457 774 458 780 459 786 460 792 GR 461 B00 462 804 463 812 463 824 464 850 AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 X1 4 25 0 810 100 100 100 X5 2 444.82 450.09 GR 465 0 442 0 443 10 444 58 445 184 GR 446 344 447 436 448 516 449 590 450 650 GR 451 684 452 704 453 720 454 724 455 728 GR 456 734 457 738 458 744 459 748 460 754 GR 461 758 462 764 463 768 464 772 465 810 AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 X1 5 20 0 774 100 100 100 XS 2 444.82 450.09 GR 466 0 442 0 443 8 444 BO 445 200 GR 446 370 447 450 448 500 449 560 449 584 GR 449 596 450 624 451 648 452 664 453 682 GR 454 690 455 694 460 720 465 748 466 774 AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 X1 6 20 0 768 60 60 60 X5 2 444.82 450.09 GR 468 0 442 0 443 6 444 106 445 290 GR 446 410 447 460 448 510 449 570 450 590 GR 451 620 452 640 453 652 454 664 455 670 GR 460 698 465 724 466 730 467 746 468 768 AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 X1 7 25 0 744 40 40 40 X5 2 444.82 450.09 GR 468 0 442 0 443 10 443 40 444 110 GR 445 380 446 458 447 484 448 510 449 542 GR 450 564 451 588 452 602 453 612 454 622 GR 455 634 456 650 457 660 458 664 459 674 GR 460 680 465 710 466 716 467 730 468 744 VOLDME DETERMINATION EXISTING CONDITIONS 12MAY99 18:09:31 T1 CARROLLTON- FARMERS BRANCH ISD T2 DESIGN CONDITION VOLDME DETERMINATION SPF T3 FILE: STORE S1 ICHECX INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 T2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITR.ACE 15 0 -1 PAGE 3 VOLOME DETERMINATION EXISTING CONDITIONS 12MAY99 18:04:31 xrxrr aarrr « +r+xra « « + +a+rrrara +xx♦rxra HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 rrrrarra ++rrrxr +x +rrrrrrr +w+rra+ +a+xw PAGE 4 THIS RUN EXECUTED 12MAY99 18:04:31 NOTE - ASTERISK (x) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SU6II9ARY OF ERRORS LIST FILE: STORE SUM1AW2Y PRINTOUT EECNO CWSEL TOPWID VOL AREA * 1.000 444.82 167.64 .00 152.17 * 1.000 450.09 743.96 .00 2541.78 2.000 444.82 139.74 .42 151.92 * 2.000 450.09 692.68 6.82 2408.13 * 3.000 444.82 138.32 .75 133.87 + 3.000 450.09 683.96 12.42 2473.38 * 4.000 444.82 161.32 1.05 128.92 * 4.000 450.09 653.06 18.15 2521.64 • 5.000 444.82 178.40 1.37 153.95 * 5.000 450.09 626.16 23.98 2554.25 • 6.000 444.82 256.88 1.62 207.78 * 6.000 450.09 592.70 27.60 2700.22 • 7.000 444.82 331.40 1.84 260.98 * 7.000 450.09 566.16 30.14 2841.86 VOLUME DETERMINATION EXISTING COMITIONS 12MAY99 18:04:31 SDNP4ARY OF ERRORS AND SPECIAL NOTES NOTE SECNO= 1.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 1.000 PROFILE= 2 WSEL BASED ON X5 CARD NOTE SECNO= 2.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 2.000 PROFILE= 2 WSEL BASIS) ON X5 CARD NOTE SECNO= 3.000 PROFILE= 1 WSEL HASID ON X5 CARD NOTE SECNO= 3.000 PROFILE= 2 WSEL BASED ON X5 CARD NOTE SECNO= 4.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 4.000 PROFILE= 2 WSEL BASED ON X5 CARD NOTE SECNO= 5.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 5.000 PROFILE= 2 WSEL HASID ON X5 CARD NOTE SECNO= 6.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 6.000 PROFILE= 2 WSEL BASED ON X5 CARD NOTE SECNO= 7.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 7.000 PROFILE= 2 WSEL BASED ON X5 CARD PAGE 5 PROPOSED 7 2 « + +++ +araaaawr+a ++ +«« +««««aaa ++ HEC -2 WATER SURFACE PROFILES * Ve''o"U 4.6.2; May 1991 VOLUME DETERMINATION PROPOSED CONDITIONS + RUN DATE 12MAY99 TIME 18:57:52 « « wawarwa +++ +.rraa + +++.+ : +rwwwwa+++ ++r «array+ X X XXXXXxx XXXXX X x X X X X X X X XXXXXXx XXXX X X Y. X X X X X x X x x xxxxx xxexx xtiC:X X X x XYX ti! x X xxxtiu. + U.S. ARMY CORPS OF ENGINEER + HYDFOWGIC ENGINEERING CENT + 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -468 + (916) 756 -1104 VOLUME DETERMINATION PROPOSED CONDITIONS 12MAY99 18:57:52 ♦x+x«««+r + +xx++««v +xx+ «+««rv+ HEC -2 WATER SURFACE PROFILES Ve,.,.II 4.6.2; May 1991 «x +rr«r♦ +«««««r+x♦ « ««rrx +xx *« T1 CARROLLTON- FARMERS BRANCH ISD 444 84 508 449 T2 PROPOSED CONDITION VOLUME DETERMINATION 100 YEAR 840 878 T3 FILE: STOREPI 888 926 458 822 J1 ICHECR INQ NINV IDIR STRT METRIC HVINS Q 0 2 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 1 0 -1 J3 VARIABLE CODES FOR SUM4ARY PRINTOUT 38 1 4 7 25 J5 LPRNT NUMSEC * * *-- REQUESTED SECTION NUM1IBERS *r * * * * «+ -10 -10 QT 2 100 5000 NC .05 .05 .05 .l .3 AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 Xl 1 24 0 926 0 0 0 X5 2 444.82 450.09 OR 463 0 442 0 442 76 443 OR 445 186 446 272 447 374 448 OR 450 740 451 784 452 810 453 GR 455 850 456 860 457 870 458 GR 460 894 461 904 462 910 463 PROPOSED (INCLUDING THE FENCE) AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 X1 2 30 0 870 120 120 120 XS 2 444.82 450.09 OR 463 0 442 0 442 85 445 OR 450 99 445 99 446 106 447 OR 448 320 449 350 448 430 449 OR 451 610 452 660 453 720 452 OR 454 796 455 804 456 810 457 GR 459 828 460 836 461 842 462 PROPOSED (INCLUDING FENCE) PAGE TH13 RUN EXSCLT_.D 12MAY99 18:57:52 WS EL FQ CHN[M ITRACE BO 444 84 508 449 674 828 454 840 878 459 888 926 458 822 97 450 97 175 448 220 520 450 565 770 453 790 816 458 822 862 463 870 VOLUME DETERMINATION PROPOSED CONDITIONS 12MAY99 18:57:52 PAGE 2 AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 X1 3 35 0 850 100 100 100 X5 2 444.82 450.09 GR 464 0 442 0 442 36 445 98 450 98 GR 450 100 445 100 446 112 447 195 449 230 GR 449 310 447 318 447 385 449 394 449 560 GR 449 568 450 640 450 650 449 684 449 712 GR 451 724 452 744 453 750 454 758 455 764 GR 456 768 457 774 458 780 459 786 460 792 GR 461 800 462 804 463 812 463 824 464 850 PROPOSED (INCLUDING FENCE) AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 XS 4 40 0 810 100 100 100 X5 2 444.82 450.09 GR 465 0 442 0 442 90 445 102 450 102 GR 450 104 445 104 446 125 447 160 447 230 GR 447 265 448 290 449 292 450 300 450 306 GR 449 318 448 320 447 326 446 330 446 464 GR 447 596 448 600 449 604 450 614 450 650 GR 451 684 452 704 453 720 454 724 455 728 GR 456 734 457 738 458 744 459 748 460 754 GR 461 758 462 764 463 768 464 772 465 810 PROPOSED (INCLUDING FENCE) AS PER CITY MASTERP LAN 100 YEAR DESIGN= 444.82 SPF = 450.09 X1 5 18 0 774 100 100 100 X5 2 444.82 450.09 GR 466 0 442 0 442 253 445 265 446 270 GR 447 275 448 310 449 330 449 580 450 660 GR 451 668 452 676 453 682 454 690 455 694 GR 460 720 465 748 466 7 PROPOSED (INCLUDING FENCE) AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 X1 6 19 0 768 60 60 60 X5 2 444.82 450.09 GR 468 0 442 0 442 463 445 475 446 480 GR 447 485 448 490 449 604 450 618 451 620 GR 452 640 453 652 454 664 455 670 460 698 GR 465 724 466 730 467 746 468 768 AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 VOLUME DETERMINATION PROPOSED CONDITIONS 12MAY99 18:57:52 PAGE 3 X1 7 25 0 744 40 40 40 X5 2 444.82 450.09 GR 468 0 442 0 443 10 443 40 444 110 GR 445 380 446 458 447 484 448 510 449 542 GR 450 564 451 588 452 602 453 612 454 622 GR 455 634 456 650 457 660 458 664 459 674 GR 460 680 465 710 466 716 467 730 468 744 VOLUME DETERMINATION PROPOSED CONDITIONS 12MAY99 18:57:52 T1 CARROLLTON - FARMERS BRANCH ISD T2 DESIGN CONDITION VOLUME DETERMINATION SPF T3 FTLE: STORE J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q NSF.L FQ 0 3 J2 NPROF IPL/JT PRFVS XSECV XSFCH FN ALLDC IBW CHN.M I:ACE 15 0 -1 PAGE 4 VOLUME DETERMINATION PROPOSED CONDITIONS 12MAY99 18:57.52 HEC -2 WATER SURFACE PROFILES Ve, i. 4.6.2; May 1991 PAGE 5 THIS RUN RYIC ED 12MAY99 18:57:52 NOTE- ASTERISK ( +) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUNPIARY OR EFRCRS LIST FILE: STOREPI SUMMARY PRINTOUT SECNO CWSEL TOPWID VOL AREA * 1.000 444.82 167.64 .00 263.17 * 1.000 450.09 743.96 .00 2652.78 + 2.000 444.82 96.28 .71 255.61 2.000 450.09 569.05 6.02 1717.03 + 3.000 444.82 97.28 1.30 258.43 + 3.000 450.09 718.54 10.08 1818.14 + 4.000 444.82 101.26 1.91 269.71. + 4.000 450.09 653.06 15.05 2515.14 + 5.000 444.82 264.28 3.06 729.37 + 5.000 450.09 660.72 20.93 2608.93 + 6.000 444.82 474.28 4.47 1321.57 * 6.000 450.09 618.18 25.53 4068.13 * 7.000 444.82 331.40 5.20 260.98 + 7.000 450.09 566.16 28.70 2841.86 VOLO DETERMINATION PROPOSED CONDITIONS 12MAY99 18:57:52 SUMMARY OF ERRORS AND SPECIAL NOTES NOTE SECNO= 1.000 PROFILE= 1 WSEL BASED ON X5 CAR.) NOTE SECNO= 1.000 PROFILE= 2 WSEL BASES) ON X5 CARD NOTE SECNO= 2.000 PROFILE= 1 WSEL BASED ON X$ CARD NOTE SECNO= 2.000 PROFILE= 2 WSEL HASID ON X5 CARD WARNING SECNO= 2.000 PROFILE= _ CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNO= 3.000 PROFILE= 1 WSEL BASIS) ON X5 CARD NOTE SECNO= 3.000 PROFILE= 2 WSEL HASID ON X5 CARD NOTE SECNO= 4.000 PROFILE= 1 WSEL BASED ON XS CARD NOTE SECNO= 4.000 PROFILE= 2 WSEL BASED ON X5 CARD WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNO= 5.000 PROFILE= 1 WSEL BASED ON XS CARD WARNING SECNO= 5.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNO= 5.000 PROFILE= 2 WSEL HASID ON X5 CARD NOTE SECNO= 6.000 PROFILE= 1 WSEL BASED ON X5 CARD WARNING SECNO= 6.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNO= 6.000 PROFILE= 2 WSEL BASED ON X5 CARD WARNING SECNO= 6.000 PROFILE= _ CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNO= 7.000 PROFILE= 1 WSEL BASES, ON X5 CARD WARNING SECNO= 7.000 PROFILE= 1 CONVEYANCE CHANGE OUTSTDE ACCEPTABLE RANGE NOTE SECNO= 7.000 PROFILE= 2 WSEL BASED ON X5 CARD WARNING SECNO= 7.000 PROFILE= Z CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 6