The URL can be used to link to this page

FS9905-SY 990615FLOOD STUDY IN SUPPORT OF A CONDITIONAL LETTER OF MAP REVISION FOR RIVER CHASE ELEMENTARY SCHOOL CITY OF COPPELL, TEXAS ..................... Its . : '.•�I� R. W. MORRISON 36651 e i .teL Ma MORRISON HYDROLOGY ENGINEERING, INC. 21 eRi NGr N 61 VAX THUS MOW (617)461 0 0321 (617) 1336 I I Morrison Hydrology Engineering, Ina 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 Fors _ Summary I I 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 Floodplain and Floodway Figure 7B Halff CLOMR Revised Floodplam 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: Floodplain Fill Project Storage Compensation Location Floodplain Fill Project Existing Topography with Ultimate Discharge Floodplain 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 Floodplain Hydraulics Study Elm Fork Trinity River for Conditional Letter of 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- 5. 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 E. Existing Condition Floodplain Delineation 6. Proposed Conditions (same as duplication model) A. Proposed Condition Floodway B. Proposed Condition Multiple Profile Model 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, Inc- Page —3 Introduction The purpose of this report is to submit information in support of approvals relating to the City of Coppell F000dplain Management Ordinance No.94639 and the Federal Emergency Management Agency TEMA) 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: ( 3 � r n F• Md o SANDY LAKE RD R FF� J STARLEAF SITE BELTLINE 0 3; C C r I.H. 635 (LBJ FREEWAY) LO T)W AMP AMPS00 PAGE 18—W Morrison Hydrology Eegiecering, Inc. P*V-4 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 fed above the float 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 W=ding to the grading shown on the proposed Storage Computation drawing included m appendix 8. Hydrologic and Hydraulic Information A copy of the City Wide Storm Water Management Study fa 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 Fat 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 lWyear design flood and 5 ° / s 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. Ibis 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 dud the volume comparisons could be made. CDC Requirements The City )engineer provided a Corridor Development Certificate (CDC) Map that shows that the area was outside the CDC Zane. The proposed project meets or exceeds all the Hoodplain Management Ordinance requirements. The proposal project does not increase flood levels, and storage values are maintained according to ordinance requirements. The finished (lowest) Boa elevation must be two fed above the base flood elevation or one foot above the design base flood elevation whichever is higher. The base flood elevation is 443.97 and the design base flood elevation is 444.82. Ibis means that the minimum finished floor elevation must be 445.97. Morrison Hydrology Euginwriog, Inc. Page –5 — IMMA Information General This report was completed in support of a Conditional Letter of Map Revision. The reason that the report was not submitted as a Conditional Lotter of Map Revision based on Fill (CLOMR F) is because a CLOMR -F must use the current FEMA FIRM Map to determine elevations. This is net appropriate in this case because the map elevations have been superceded by more current (FEMA approved) studies. The map elevations through this area are approximately two feet higher than FEMA approved elevations. — There are several sources available to determine the FEMA flood elevations for the site. They are as follows: 1. Request for Conditional Letter ofMap Revision on the Elm Fork of the Trinity River Sandy Lake Road Bridge Ffydraulk Study, Halff Associates Inc., Dallas, Texas hone 1994. 2. Floodplain Hydraulics Study Elm Fork Trinity Riwerfor Conditional Letter of Map Revision Request 18.9 Acre Sandy Lake Road Property; Naflum D. Maier Inc., Dallas, Tesai 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 Carper HEC -PAS 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 Flooaplain Hydraulics Stu* Elm Fork Trinity River for Conditional Letter of Map Revision Request 1& 9 Acre Sandy Lake Road Property, Nathan D. Maier Inc., I)a11as, Texas July 1996. This model was provided flan the City of Coppell. This report used the existing condition from this model as the effective FIS model. Hydraulic Information The HEC2 models for this report were determined from previously FEMA approved studies. New models were not developed as part of this study. 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. Morrison Hydrology Engineering, Inc. Page —6 FEMA Forms All required FEMA forms to support a Conditional Letter of Map Revision 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. Summary This report provides information in support of the following approvals: Federal Emergency Management Agency Conditional Letter of Map Revision City Floodplain Management Ordinance approvals _I I I 1 I I I I 1 I I l I 1 1 l 7 ) l I TABLE 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 445.6 450.49 93620 444.68 446.69 93141 443.19 93670 445.7 450.51 93670 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. I 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 10 Acre Tract 100 Yr Gain in Storage SPF 4.77% Loss of Storage TABLE 2 10 Acre Tract Section 100 Yr. Existing Proposed SPF Vol, AF Vol, AF 1 444.82 0 0 1 450.09 0 0 2 444.82 0.42 0.71 2 450.09 6.82 6.02 3 444.82 0.75 1.3 3 450.09 12.42 10.08 4 444,82 1.05 1.91 4 450.09 18.15 15.05 5 444.82 1.37 3.06 5 450.09 23.98 20.93 6 444.82 1.62 4.47 6 450.09 27.6 25.53 7 444.82 1.84 5.2 7 450.09 30.14 28.7 10 Acre Tract 100 Yr Gain in Storage SPF 4.77% Loss of Storage . -... �- o, r �, s v � i ..i - }, .y. . �2 c` - ,..,.. - ,� � .., a r #}'�i'r " kf �. F r s � � -�.. rr� : , -'3I � ��`� .'r. . '.J� .�-tia - _ � � �° � ,J. ' � '�"�+ar.,.- � rang ,�ti'! M "e,. A TABLE E -10 ELM FORK OF THE TRINITY RIVER SUMMARY OF HYDRAULIC DATA Cumulative :1' 1 191 :1• 1111 :1• 1111 11 111 �r 111 11 111 ;: 1191 1 111 1 111 : 111 fll 1 11 II111, :. .1 111 1 111 1 111. 1 f 9 1 111 1 111 :11 111 :11 111 :11 111 • 111 • 111 • 111 19 fl . •:11 11 r• 1.1 1 1 • •11 fl' 1 11 IJ 1 • •'fl 19 11 11 11 1 °f1 PP • 11 11 • 1 11 • 11 li • 11 11 11 11 433.34 439.20 444.78 433.64 439.59 445.05 433.73 439.77 445.18 433.73 439.81 445.22 1.71 2.30 2.17 .92 1.52 1.56 .87 1.52 1.62 1.44 2.21 2.04 1.00 1.67 1.89 4.25 5.87 5.03 443.64 1222.84 2073.59 859.22 2624.81 4562.15 1132.72 3461.51 6082.88 1178.39 3603.83 6358.32 1426.88 4252.10 7507.87 .11 11 111 li 433.89 440.03 445.36 433.87 440.09 445.43 12600.00 Q CWSEL Velocity Storage Section cfs M WS Acre - Ft 77490.000 14200.00 432.99 1.36 .00 77490.000 49800.00 438.77 1.97 .00 77490.000 93100.00 444.49 1.97 .00 :1' 1 191 :1• 1111 :1• 1111 11 111 �r 111 11 111 ;: 1191 1 111 1 111 : 111 fll 1 11 II111, :. .1 111 1 111 1 111. 1 f 9 1 111 1 111 :11 111 :11 111 :11 111 • 111 • 111 • 111 19 fl . •:11 11 r• 1.1 1 1 • •11 fl' 1 11 IJ 1 • •'fl 19 11 11 11 1 °f1 PP • 11 11 • 1 11 • 11 li • 11 11 11 11 433.34 439.20 444.78 433.64 439.59 445.05 433.73 439.77 445.18 433.73 439.81 445.22 1.71 2.30 2.17 .92 1.52 1.56 .87 1.52 1.62 1.44 2.21 2.04 1.00 1.67 1.89 4.25 5.87 5.03 443.64 1222.84 2073.59 859.22 2624.81 4562.15 1132.72 3461.51 6082.88 1178.39 3603.83 6358.32 1426.88 4252.10 7507.87 .11 11 111 li 433.89 440.03 445.36 433.87 440.09 445.43 12600.00 434.08 55000.00 440.18 100000.00 445.42 12600.00 434.13 55000.00 440.28 100000.00 445.44 87870.000 12600.00 434.13 87870.000 55000.00 440.28 87870.000 100000.00 445.38 87960.000 12600.00 434.26 87960.000 55000.00 440.87 87960.000 100000.00 446.74 E -24 3.65 7.39 7.03 3.74 8.37 9.17 1599.07 4707.17 8295.97 1622.07 4776.69 8423.26 1628.08 4792.15 8450.61 3.82 1628.17 8.37 4792.35 10.57 8450.92 3.77 1635.79 7.88 4810.18 10.37 8476.70 Approx. Cumulative Flooded Area Acres .00 .00 .00 62.34 149.94 151.35 105.98 346.00 349.21 136.99 471.31 475.41 142.77 495.83 500.07 176.70 588.89 593.53 201.81 648.19 666.19 205.00 658.41 679.08 205.76 660.41 681.79 205.77 660.43 681.83 206.82 662.23 685.44 7 E -25 7 TABLE E-10 ELM FORK OF THE TRINITY RIVER SUMMARY OF HYDRAULIC BATA (continued) Approx Cumulative Cumulative Flooded Q CWSEL Velocity Storage Area Section ") M UP-S) 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 88150.000 55000.00 100000.00 441.80 448.71 6.77 5.98 4857.65 8576.31 669.99 693.87 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 B 90000.000 90000.000 12600.00 55000.00 436.46 443.49 4.03 5.20 1839.72 5864.53 242.35 827.86 90000.000 100000.00 449.50 3.72 10623.72 862.91 r 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 2.21 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 r 92300.000 100000.00 450.09 1.92 13255.35 1094.67 93620.000 12600.00 439.34 4.37 2286.94 438.34 93620.000 93620.000 55000.00 100000.00 445.60 450.49 4.71 3.23 9087.16 16942.45 1397.46 1468.77 7 E -25 7 L 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) Approx. Cumulative Cumulative Flooded Q CWSEL Velocity Storage Area Section cfs (W fps 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 100000.00 450.51 259 17015.79 147757 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 2301.27 442.70 93810.000 55000.00 446.02 3.60 9194.24 142&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 97570.000 100000.00 450.94 2.10 21324.55 1963.25 98450.000 12600.00 442.46 3.05 3126.93 800.78 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 3303.98 892.27 99280.000 55000.00 447.23 2.80 13090.46 2189.53 99280.000 100000.00 451.19 2.48 24411.00 2301.58 100040.000 12600.00 443.31 2.39 3497.98 989.51 100040.000 55000.00 447.52 2.67 13881.77 2345.25 100040.000 100000.00 451.35 2.46 25812.47 245 &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 z FILL `mil I 3!x!!!!9 FLOOD PLAIN f.. s DENpTr$ jpp YE DESIGN FLOOD \, - RECLAMATION BY INUNUA T ` 0 ' .�• ' 1�W INE I VEL s R- � `+� < • ��WATERS� LEVEE O p AID 6 OPED LOOD 9ND G DiD1T NS. 100 -YEAR FLOOD PLAIN LIMITS 445 100 -YEAR FLOOD ELEVATION _ s It L ° � = p m G ER CHASE l = INS DENOTES 100 -YEAR DESIGN FLOOD _ N �� ' FILL " s INUNDATION LINE WITH FULLY DEVELOPED 1 :� RI s „ WATERSHED AND EXISTING CHANNEL, a - i ! Gow RSE FLOOD PLAIN BRIDGE CONDITIONS. a :' jai a iI ' CIIIr Ln - Q S o l LAKE gnu! :..,✓; -- 02 UJ ;I = U.1 ,u Y�Z-�. LU Z \ _ D Q 3 2 \ti l�y , Ilia , TFRUNI .. l.. "#- 'rii / l � _ '. �i 3t = mot'_ V I V . `\., !�% tJ,.' r ,•. '� , T ., + , � (k i,•. y _ -� � %.._ �_ A `-� .i s..• I I 4b 4 1 � � SOURCE: RwASETmts 0 U.S. ARMY CORP OF ENGINEERS RASE YAP FROM UPGA[D 500 1000 1500 MOM ALBERT K HALFF ASSOCIATES, INC. FORT WORTH DISTRICT ELM FORK USGS QUADRANGLE AMAL ° T O G 190 SCALE IN FEET ENNREM a TISTS /1.AwNas UPPER TRINITY PRELIM. RECON. STUDY IEWISVILLE EAST, TEXAS. AERwt ngrowArnr 17� ■❑■ nAT +oW E 4-1 PLAT ELM FORK OF THE TRINITY RIVER S - F 93oI 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 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. T i O wl � a I AVO 12687 June 1994 Federal Emergency Management Agency 1725 I. Street N. Washington, DC 20472 Attn: Mr. Alan Johnson June , 1994 '? 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/Cerdfication Forms are included in Section II. 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 Cemosek, P.E. at the City of Dallas (214- 948 - 4688). Thank you for your consideration of this request. Yours very truly, CITY OF DALLAS T Enclosure DRAFT Mrs. Jill Jordan, P.E Interim Director of Public Works cc: Mr. Jack Quarles, FEMA Region VI Ms. Jean Hansen, Halff Associates, Inc. Mr. Bill Jessup, Dallas County Public Works T SANDY LAKE ROAD HYDRAULIC STUDY TABLE OF CONTENTS Page # I. Introduction I -1 II. Application/Certification Forms with Attachments Form 1 - Revision Requestor and Community Official Form 11 -1 Attachment lA - Proposed Encroachments 11-6 Form 2 - Certification by Registered Professional Engineer U -7 Form 4 - Riverine Hydraulic Analysis Fort 11 -8 Attachment 4A - Summary of Hydraulic Models II -13 Attachment 4B - Analysis of 'n' values II -18 Photographs 11-20 .+ Form 5 - Riverine /Coastal Mapping Form II -28 Attachment 5A - Revised flood plain and Foodway boundaries II -31 .. Form 6 - Channelization Form II -32 Form 7 - Bridge /Culvert Form H -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) T Appendix J. HEC -2 Input Data Files LLST OF TABLES Table 4A -1 High Water Data - 1989 & 1990 Floods Table 4A -2 Comparison of Recorded vs. Computed Water Surface Elevations Table 4A -3 Flow Distribution - 100 -year Flood Table 4A -4 Manning's 'n' Value Comparison Table 4A -5 FEMA Form 4 - Water Surface Elevation (WSEL) Check Table 4A -6 Duplicate vs. Corrected Effective Water Surface Elevations II -14 U-15 II -16 II -18 II -22 II -24 I 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 Table 4A -9 Comparison of SPF WSEL's - Fully Developed Land use Figure 1 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 II -26 II -27 Figure 8 Plan View and Cross Section of Proposed Sandy Lake Road Bridge I. Introduction T Appendix n Figures 7 r I IF / 1 A -^ ,/, 1 ! IjN Valle '�• cr ; SITE LOCATION rark e rL N M M 1 1 u II r' ` c I A 11 \ CITY OF le DALLAS t clnnlst - p Palk CITY OF ll 1'�i 1 \ ,., r f�a . _ 1 t 1 \�, • ' -- COPPELL �>�; , , r 1.N x n s tn. I V i .\ .CITY 5 CARR II —' —, •—' , n•x -- =rx� z - v_ = �-�r� -� tit. _ —�� f +' (17W� 11 U ve iM,I Lea1Rr5 \ I BELT LINE Flo Cl- �i •, ,�i �, w• n scnLC I 1 11000 —_ - ^. npq .gwxl Iq( fl � ;oUO FEET 10(q i rxJ - .. ' D 1 KILOMETER .. CONTOUR INI ERVAI. 10 11 F.1 P0111 U LINO; Rf PRI'aFUI `: IP. ra RLInIIIC; NAIIUNAI. GFODEIIC VE1111CA1. IIAIIIM Or 1929 ROAD CLASSIFICATION CARROLLTON. TEX. Heavy duty Liehldoty -- EIW/ 4 CARROLLTON I5 00AURANGIF Mcdium duty . ._._ _. -- Unimproved dirt '.. N3252.5-- W9652.5/7.5 1 lulrlstate Route D U.S. Route C) State Route 1959 f°FIOTOREVISEO 1981 DMA 6649 IV NR'- SERIES V882 FIGURE 1 LOCATION MAP Ci a ' ��,,; 1 { r7 �M to CITY OF CARROLLTON _ \ OCNT ON t IF / 1 A -^ ,/, 1 ! IjN Valle '�• cr ; SITE LOCATION rark e rL N M M 1 1 u II r' ` c I A 11 \ CITY OF le DALLAS t clnnlst - p Palk CITY OF ll 1'�i 1 \ ,., r f�a . _ 1 t 1 \�, • ' -- COPPELL �>�; , , r 1.N x n s tn. I V i .\ .CITY 5 CARR II —' —, •—' , n•x -- =rx� z - v_ = �-�r� -� tit. _ —�� f +' (17W� 11 U ve iM,I Lea1Rr5 \ I BELT LINE Flo Cl- �i •, ,�i �, w• n scnLC I 1 11000 —_ - ^. npq .gwxl Iq( fl � ;oUO FEET 10(q i rxJ - .. ' D 1 KILOMETER .. CONTOUR INI ERVAI. 10 11 F.1 P0111 U LINO; Rf PRI'aFUI `: IP. ra RLInIIIC; NAIIUNAI. GFODEIIC VE1111CA1. IIAIIIM Or 1929 ROAD CLASSIFICATION CARROLLTON. TEX. Heavy duty Liehldoty -- EIW/ 4 CARROLLTON I5 00AURANGIF Mcdium duty . ._._ _. -- Unimproved dirt '.. N3252.5-- W9652.5/7.5 1 lulrlstate Route D U.S. Route C) State Route 1959 f°FIOTOREVISEO 1981 DMA 6649 IV NR'- SERIES V882 FIGURE 1 LOCATION MAP i HALFF ASSOCIATES, INC. 89000 90000 91000 92000 93000 94000 95000 96000 DISTANCE IN FEET 480 470 Z 460 H w LLJ LL z 460 0 H Q W J W 440 430 420 4 ELM FORK — TRINITY RIVER SANDY LAKE ROAD PROPOSED CONDITION MODEL EXISTING LANDUSE .d.M 29, 1994 400 97000 98000 99000 100000 COMKM wATM SUWMX PWRM FIGURE 6 DALLAS, TX 490 z J Ci 0 w Q g w J f0 W F- O ¢ } z Z z w Z N W a i2 O A w > J N U 0- O O O < < 9 $ cr a. x CL 0 w z Q O Q a m w 100 -YEA � I ¢ \ y � m SPF LL I \ 0 10 -YEAR 50 -YEAR 89000 90000 91000 92000 93000 94000 95000 96000 DISTANCE IN FEET 480 470 Z 460 H w LLJ LL z 460 0 H Q W J W 440 430 420 4 ELM FORK — TRINITY RIVER SANDY LAKE ROAD PROPOSED CONDITION MODEL EXISTING LANDUSE .d.M 29, 1994 400 97000 98000 99000 100000 COMKM wATM SUWMX PWRM FIGURE 6 DALLAS, TX 490 HALFF ASSOCIATES . . 1 � h 4 R /7 �SANDt LAKE Rp4D CARItOLLTpN -� 4 DAM APPROXIMATE SCALE 1000 0 1000 FEET \� '.i FIRM 1 FLOOD INSURANCE RATE MAP CITY OF CARROLLTON, TEXAS DALLAS, DENTON AND COLLIN COUNTIES COMMUNITY-PANEL NUMBEN 490167 0010 E FIGURE 7A CORRECTED /PROPOSED FLOODWAY REVISED FLOODPLAIN AND FLOODWAY 1_ LEGEND i1:3P+,:rt !!sue/'' Wf( IAt IL001) I I V \PO .\REAL INI'ND• \ItD 115 11X1 -1'F \N El ()()I) ZONE AE l mg R.UUD\\ 41 \RI. \C IN ZONE •\E CORRECTED /PROPOSED FLOODWAY REVISED FLOODPLAIN AND FLOODWAY 1_ NALFF ASSOCIATES a v� 4,.♦ ham \,\ \ \-' \ \�ti \ "v LEGEND / I I !i „ �- lO ZONE AE Base flood devatiom dve - \ 4 i OTHER FLOOD AREAS ZONE X Areas Oi 500—m flawl; areas of t00.rear v flood woh a.eragedepths ol lest than t foot or uj and areas pane, ted by i"m, trnm 100 -vear Z flood. OTHER AREAS ZONE . ArNidete , mvte , LMwnmade50f1.rarH.n.i- pinn x Z Lu a OL •\ N �. \' a' a u21 _ : _'I,vrx �h a v� 4,.♦ ham \,\ \ \-' \ \�ti \ "v \ \ \'\ \ ♦ \ ` \\ \ x Z O N X N N 21 �\ r �� S• OQ /Y x m x Lu - ,Q ;_ N •t a x W Z \K -- x W 2 O N x y � 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 INLNDATED „ �- lO ZONE AE Base flood devatiom dve FLOODWAY .AREAS IN ZONE AE i OTHER FLOOD AREAS ZONE X Areas Oi 500—m flawl; areas of t00.rear v flood woh a.eragedepths ol lest than t foot or uj and areas pane, ted by i"m, trnm 100 -vear Z flood. OTHER AREAS ZONE . ArNidete , mvte , LMwnmade50f1.rarH.n.i- pinn x Z W a OL _ N N a' �h \ \ \'\ \ ♦ \ ` \\ \ x Z O N X N N 21 �\ r �� S• OQ /Y x m x Lu - ,Q ;_ N •t a x W Z \K -- x W 2 O N x y � FIRM FLOOD INSURANCE RATE MAP CITY OF CARROLLTON, TEXAS DALLAS, DENTON AND COLLIN COUNTIES COMMUNITY-PANEL NUMBER 480167 0015 E Oar_ CORRECTED /PROPOSED FLOODWAY REVISED FLOODPLAIN AND FLOODWAY FIGURE 7B LEGEND SPECIAL FLOOD HAZARD AREAS INLNDATED „ �- BY 100 -YEAR FLOOD ZONE AE Base flood devatiom dve FLOODWAY .AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Areas Oi 500—m flawl; areas of t00.rear flood woh a.eragedepths ol lest than t foot or .v th drainage areas kss than i Wuue m.le; and areas pane, ted by i"m, trnm 100 -vear flood. OTHER AREAS ZONE . ArNidete , mvte , LMwnmade50f1.rarH.n.i- pinn Oar_ CORRECTED /PROPOSED FLOODWAY REVISED FLOODPLAIN AND FLOODWAY FIGURE 7B 1 17 1 L i 1 FIRM FLOOD INSURANCE RATE MAI) CITY OF COPPELL, TEXAS DALLAS AND DENTON COUNTIES COMMUNITY•PANEL NUMBER 480170 0010 E MAP REVISED: APRIL 15, 1994 LEGEND - P'r . _ ' > ULOOD H XZ\RD N< li I \L NO ATED F1 R�1- FAR FLOOD ZONE AE tl b,a . FLOOM\ A) \RE kS IN ZONE \E OTHER FLOOD ARE-\5 ZONE x A l, .1 rr 0D ZONE x HALFF ASSOCIATES CORRECTION TO 100 - YEAR FLOOOPLAIN CORRECTED I PROPOSED FLOODWAY REVISED FLOODPLAIN AND FLOODWAY FIGURE 7C 4�- 'All R(I m t t l� a CORRECTION TO 100 - YEAR FLOOOPLAIN CORRECTED I PROPOSED FLOODWAY REVISED FLOODPLAIN AND FLOODWAY FIGURE 7C L� L HALFF AS SOCIATES ;e 4• Cnn ullF,m Onln SAND ztT •W,�; Ili('r II;.A I I Ilcll I ti .��zo �b- I r•.a N 0 9� , F a' S• if IM10\1 44/ 6 @L7 LI NE AOA 1 II,`II j APPROXIMATE SCALE 1000 0 1000FEET FIRM FLOOD INSURANCE RATE MAP CITY OF DALLAS, TEXAS DALLAS, DENTON, COLLIN, ROCKWALL AND KAUFMAN COUNTIES COMMUNITY -PANEL NUMBER 480111 0020 0 KEY TO MAP kA1.1 r.rt I IanJ OuwlJan -..._ _.. _ ZONE 0 11X1-11'al IIIN)J RIIUIIJAII '-• )r NIA' I)r•tll'n.11lfllla' ,��j r' ;Ikb �•�� IINI -1 r.0 Ilnw Iluundan - ZONE 8 gxl -1 nar Ilnod NnunJan — `EXPLANATION OF ZONE DESIGNATIONS 7() EXPLANATION AI-A30 Am.., nl 100 -crag lluod; ha +t• thxrJ nhwalinna and hood hazard lal tart rlrtennined CORRECTION TO 100 - YEAR FLOODPLAIN CORRECTED /PROPOSED FLOODWAY REVISED FLOODPLAIN AND FLOODWAY FIGURE 7D 4 I Appendix F Corrected Exist. Conditions (multi- profile) HEC -2 Model (REVBASE) irK .. ....•... • SEC -2 RATER SURFACE PROFILES • V... ion 4.4.29 May 1991 • RUN DATE 23JUN94 TIME 26.41.14 x x xxxxxxx xxxxx Ixxxx A x x x x x x x x x A x P'. xxxxxxx 22X2 x ESSEX WAS x x x x x x x x x x x x x xxxxxxx ESSEX xxxxxxx 1 23JUN94 16141.14 I•• r. a. ......•..•.••.................... .� RC -2 MATER SURFACN PROFILES Vaxalo. 4.6.29 May 1991 ••..• ....••..•.aau....•••........... PAGE 1 THIS RUN EXECU'T'ED 23JUH94 16.41.14 9'a -. T1 D.B. ARMY CORPS Or AWINEEAS - FORT NORTH DISTRICT T2 UPPER TRINITY RECON STUDY •SIJ. PORK TRINITY RIVER. REVISED B..SE MODEL T] • 10 YEAR ...... DISCEAROEB. 10 -TR 50 -YR 100 -YA SPY T4 RUNS 3/94 PILE REV9A8S r JI ICARCS INQ NItN IDIR BERT NE1'RIC "INS Q WOOL PQ -1 3 0.00000 435.81 J2 MPROF IPI&I PRPVE YSECV x8HC8 FN AlL ION CHNIN ITRACH r ' 1 -1 NC 0.070 0.070 0.040 0.1 0.3 TOIS PILE CONTAINS UNIT THE 4 0.8 RON POR TM ErFWPIVE rIS TO LEAVH ENOUGH SPACE ON THE ST CARDS FOR POUR Al! VALUBB Or 4 22400 36500 44200 84300 MR a .05 1320 .05 2260 .10 2325 .075 2625 .30 NB 2900 .05 3000 .08 4762 .033 5199 xi 65000 32 2325 2625 350 200 250 OR 438 380 430 loss 426.5 1200 436 1320 436 2125 0• OR 430 2260 439 2325 430 2350 412 2390 412 2450 Os 421 2470 430 3540 432 2555 434 2575 436 2$90 OR 438 2610 439 2625 433 2900 437.4 3000 436.5 3SO0 OR 436 2650 436 4000 435.6 4200 436 4500 436 4762 OR 425.7 4803 424.3 4944 424.3 4956 423.7 5109 433.8 5145 •.• OR 435 5163 446.6 8199 NO 7. 0.050 4430. 0.10 4740. 0.06 4997. 0.10 5042. 0.09 MH 5782. 0.05 6071. 0.033 7513. 11 86560 62 4740, 4997. 1200. 900. 1560. 13 2000. 7100. .^' OR 442.3 1000. 442.3 1998. 438.2 2023. 438. 2000. 416. 2100. ' OR 434. 2110. 472. 2130. 432. 2160. 430. 2170. 420. 2189. OR 427. 2210. 428. 2233. 430. 2245. 432. 2260. 434. 2270. OR 434 2200 430 2316 430 2776 436 2000 460 2421 OR 460. 4430. 438. 4440. 436. 4740. 434. 4765. 432. 4780. OR 43D. 4790. 429. 4800. 410. 4879. 410. 4905. 428. 4900. ^" OR 430. 4990. 430. 4997. 439. 5042. 437.8 5235. 438. 5200. OR 436. 3286. 436. 5292. 436. S311. 436. $117. 438. 5345. OR 438. 5334. 438. 3396. 476. 5400. 438. 5447. 439.1 3509. OR 43B. 5564. 434. SS84. 434. 5603. 435.3 5696. 435.5 5782. OR 435.2 6071. 425.9 6103. 424.5 $250. 424.5 6262. 426. 6402. OR 428. 65.0. 429. 7285. 430. 7304. 433. 7322. 436. 7352. OR 442. 7373. 442.1 7513. I 23JUN94 16.41.14 PACE 2 m. NN S. 0.05 4895. 0.10 4953. 0.06 5110. 0.10 $200. 0.05 NO 7712. P_ r is ................ • • ................... U.B. ARMT CORPS or m ains" EYDROLoOIC ENOIMEERIMa CENS'EN 609 SECOND STREET, SUITE D • DAVIS. CALIFORNIA 99616 -4497 (916) 754 -1104 •••u u••u. •.• u•uu••..u•••..•.•. ^ r QT 4 24400 39900 48600 91200 1035. 970• 3] 87930 61 4953. 5110. 600. �. R3 0 0 0 2000 0 438.5 7630 3026. 436. 2100. 434. 2120. ON 442. 1000. 442.8 2000. 3265. 428. 2278. 429. 2290. OR 432. 2220. 430. 2233. 429. 2345. 434. 2356. 436. 2362. OR 430. 2303. 432. 2314. 432. 2410 660 3639 460 4380 OR 430.4 2418 430 3441 426.2 438.4 4010. 439.4 4095. 440. 6914. �.. OR 440. 4140. 440. 4770. 426. 4971. 410. SO SO. 410. 50)8. OR 440. 4953. 430. 4963. 410. $093. 420. 5096. 422. 5102. OR 414. 5085. 416. SOBS. 428. $IBM. 430. 5200. 432. 5240. OR 424. 5105. 426. 5110. 5290. 438. 5300. 438. 5390. OR 434. 5265. 436. 5286. 436. 6163. 444.3 6203. 444.3 6223. OR 437.2 5540. 444.3 5562. 444.3 4633. 433.3 $765. 435.2 7070. OR 444.3 6625. 444. 6629. 436. 1300. 435.5 7590. 443. 7620. OR 434. 7185. 434. 7205. 434.2 OR 441.8 7712. 3840 .06 4030 .05 4250 .OS on 3 as 1365 .OS r 38 31 B7B00 40. 40. 3840.0 4030.0 250.00 200.00 3]0.00 .00 .00 33 0 0 0 438 0 1090 0 430 6460 1100 416 1130 434 1150 OR 449.5 1080 1220 430 1250 428 1270 428 1290 430 1305 OR 432 432 1325 434 1365 436 1523 440 1530 460 3800 3928.0 OR OR 440.00 3805.0 440.00 3830.0 430.00 3440.0 410.00 3900.0 410.00 418.00 41]0.0 ',. OR 419.00 3980.0 430.00 4030.0 434.00 4050.0 436.00 4100.0 $675.0 5680.0 OR 440.00 4190.0 440.30 -4250.0 460.00 4255.0 6165.0 460.00 432.00 6200.0 _437.00 432.00 6310.0 OR 437.00 6100.0 435.5 6101.0 436.00 6341.0 437.00 6680.0 450.00 4881.0 OR 436.00 6220.0 434.00 6340.0 437.00 '+. NO .08 .08 .07 .60 .BO 69 31 87869 71 2295 4865 69 69 33 0 0 0 1835 1834.9 0 447.95 7470 1935 443.65 2870 438 1814.1 OR 450 1500 450 434.08 1948.7 433.97 1951.2 430.70 2028.7 430.59 3031.2 OR 435 430.1 1927 2043 429 2067 429.3 2069 437.9 2070 428.3 2071 ^ OR OR 429.8 2074 430.4 2093 431.48 2108.7 431.65 2111.2 435 2160 2294.9 OR 435.4 2169.4 443.65 2190.0 440.15 2314.9 450.00 2213 450.00 4420 OR 450 2295 450 4524.9 448.IS 4525 443.65 4550 417 431.3 4481 OR 417 4624 416.99 4628.5 416.98 4631.5 436. 4677 422.11 4740.5 OR 410 4683 410 4690 410 4724 415.4 4733 4770 431.5 4785 OR 423.9 4751 423.93 4791.5 424.6 4758 428.4 450 4665 450 6309.9 OR 434 4802.3 443.65 4830 447.95 4864.9 6833.7 434.66 $836.2 OR 444.4 6390 443.65 6755 425 6776.6 434.68 434 $936 433.3 6958 OR 434.23 6913.7 434.22 f915 434.22 6910.3 434 6964 434.14 4993.7 OR 431.9 6960 431.9 6980 433.2 6982 7075 442.5 7469.9 450 7470 OR 434.17 6996.2 435 7053.3 443.65 '.. OR 450 7500 1 PROS 3 233ON94 16141414 B6T LINE ROAD I 11 87070 0 0 0 1 1 33 0 0 0 1835 0 7478 450 450 1835 447.95 417.95 BT 63 1500 450 450 1870 1834.9 448.65 '443.65 1948.7 449.32 444.32 1948.7 BT 1970 448.65 443.63 449.34 433.97 3933.2 449.36 444.34 2020.7 450.00 ST 449.32 434.08 3951.2 430.70 2031.2 450.00 430.59 2031.2 450.00 445.00 r.� AT 445.00 2028.7 450.00 2108.7 449.34 444.34 2108.7 449.34 431.48 2111.2 BT 2070 449.67 444.67 449.32 444.32 2190.0 448.63 443.65 2214.9 440.15 BT 449.32 431.65 2111.2 2294.9 450.00 450.00 2295 450.00 450.00 ST 444.35 2215.0 450.00 450.00 450 4524.9 430 450 4525 ST 2295.0 450.00 450.00 2295 450 4550 448.65 443.45 4628.5 449.40 �... ST 450 450 4525 448.13 440.15 449.43 416.98 4631.5 449.43 444.43 BT 444.40 4628.5 449.40 416.99 4631.5 444.43 4748.5 449.43 422.71 4751 ST 4690 45 445 4748.5 449.43 4751.5 449.40 444.40 4830 448.65 8T 449.41 423.9 4151.5 449.40 423.95 650 6389.9 450 430 ST 443.63 4864.9 447.95 447.95 4863 450 443.65 6833.7 449.31 444.31 6833.7 OT $390 444.4 444.4 6735 448.65 6634.2 449.33 444.33 6913.7 449.98 ^ BT 449.31 434.68 4936.2 449.33 434.66 450 434.22 6916.2 449.90 434.22 ST 444.98 6913.7 449.98 434.23 6919 444.33 6991.7 449.33 434.14 4996.2 ST 6916.2 449.98 444.98 6993.7 449.33 444.31 7075 440.i5 443.65 7075 448.63 BT 449.51 434.17 6996.2 449.33 7470 430 450 7500 450 450 BT 443.65 7469.P 443.5 442.5 ^ 31 97960 0 0 0 90 90 90 32 0 0 0 0 0 0 1 Y3 0 0 0 1835 0 7470 31 07961 0 0 0 I I I ^ 33 0 0 0 1835 0 7470 NO .3 .5 11 88000 40 3740 4035 39 39 39 30 1000. 6500. 34 3. 440. 1125. 434.5 1126. 440. 1415. 434.00 2200.0 430.00 1250.0 ^ OR 449.50 1000.0 449.50 1075.0 435.80 1076.0 1400.0 440.00 1470.0 449.50 1476.0 OR 420.00 1300.0 434.00 1370.0 436.00 ^ r 6.. - 2R 449.50 3725.0 442.00 3730.0 662.00 3760.0 440.00 3760.0 438.00 300010 OR 430.00 3840.0 410.00 3900.0 410.00 3950.0 430.00 4000.0 434.00 4010.0 OR 438.00 4035.0 430.00 4045.0 449.50 4050.0 450.00 5610.0 440.00 S615.0 OR 440.00 6130.0 434.00 6140.0 434.00 6190.0 433.00 6200.0 433.00 6250.0 OR 433.30 6310.0 440.00 6311.0 440.00 6630.0 450.00 4435.0 450.00 8330.0 �w OR 437.50 8355.0 438.00 9000.0 439.00 9280.0 450.00 9285.0 430.00 10265.0 BTLRW RAILROAD 31 80030 58 8480 8840 30 30 30 X7 11480. !° ST a 5900 449.5 446.5 6300 449.5 446.5 9380 449.5 446.5 ST 8040 449.3 446.5 10460 450 447 11480 450 447 13190 ST ASO 447 14100 450 447 OR 449.5 5900 446.5 5900.1 439 5930 436 5940 436 5970 OR 434 5980 432 6020 430 6090 430 4150 432 6100 OR 434 4220 436 6250 439 6270 440 6290 446.5 6300 ^ OR 449.5 6300 449.5 9580 446.5 8580 430 9590 410 B450 1 23JUM94 16141,14 PAON 4 OR 410 8700 430 8760 434 0770 438 8000 446.8 8440 �.. OR 449.9 OB40 4SO 10460 447 10460 440 10470 440 10640 OR 439.9 10940 436 10841 436.7 10950 435 11020 432 11030 CA 434 11000 436 11100 439.9 11101 440 11101 440 11445 OR 447 11480 450 11480 450 13190 447 13190 440 13210 OR - 43B 13310 436 13460 440 13445 442 13490 442 13610 ■+ OR 440 13670 439.5 13700 440 13730 440 13970 439.2 14020 OR 440 14070 447 14100 450 14100 Y1 96050 20 20 20 X2 1 E3 11480. 9+ NO .15 .12 .07 ...uu..• BBOIN CON FEASIBILITY STORY CROSS- SECTIONS CON SECTION 111 OR CARDS MODIFIED TO REPRESENT BIOS GROUND D0NN9TRZXX (BELT LINE AD) TO n MODEL MON- 21141=2VE FLAN ARRAS E3 AND NT CARDS SEND TO MODEL LOW FLANS /0100 FLANS DIFPEREMTLY. - N- VALUER IN LOB ABU) ROR OTILISND TO BALANCE OVERSANR FLOWN NC .15 .12 .07 .3 .S FROM BP- CDC.DAT ADD CBAYMEL 59=209 FEN. CITY OF CAEROLLTON (NONCE) SURVEY FOR TEIB E- BECTION (1 -94) FLOW LINE (402.0 RL.) EOT USED BECAUNN ZECON8I8TBNT WITH DATA AT BELT LINE AND U/B OP SECT 111 (1 -94) N- VALONB TO TRAMGXTIOH TO M- VALUES UPSTREAM (1 -94) ME 3 .13 9510.0 .07 9728 .13 13709 XT 7.1 911 9.1 9.1 6755 12175 6755 12175 NEW CR08B- BKTIONB PEA 1991 COE PROTOGRAMtTRIC DATA, 90160 TO 99420 _ OR CARDS MODIFIED TO MODEL NON- 3mCTIVN FLOW ARW E1 80160 95 9510.0 9729 110 ,110 110 E3 10 OR 416.7 3044 435.4 3013 436.3 3082 438.2 3213 437.6 3220 OR 436.6 3526 437.8 3546 439.0 3790 435.2 4117 436.0 4195 OR 432.8 4206 437.1 4223 436.9 4214 439.4 4333 440.3 4970 OR 442.4 4779 440.1 4948 438.9 $013 437.1 6013 441.3 6070 OR 437.6 4080 435.1 6170 434.6 4529 435.7 6356 435.0 6711 OR 436.9 6727 436.6 6735 433.6 6791 433.9 6965 431.7 7003 OR 431.7 7047 435.7 7073 438.3 7243 430.2 7265 450.0 7265 �..� GR 430.0 7690 450.0 9559 '450.0 9254 450.0 9460 437.5 9460 OR 434.26 9310 434.76 9524 429.67 9539 426.01 9542 427.56 9343 OR 426.71 8544 424.21 9349 420.71 9550 418.71 9564 415.01 9572 GR 410.0 9581 410.0 9632 416.16 9642 417.71 9447 417.71 9447 OR 421.21 9635 425.21 9663 427.06 9471 426.61 9402 437.09 9728 OR 430.56 9742 439.0 9765 450.0 9795 450.0 10091 450.0 10343 OR 450.0 10344 430.0 10380 450.0 11290 430.0 11304 450.0 11452 OR 450.0 11479 450.0 11308 450.0 11560 437.7 11560 436.0 11922 OR 435.5 11927 435.3 12175 435.3 12198 433.9 12203 438.2 12297 OR 441.4 12327 442.6 12357 445.1 12391 445.6 12510 446.0 12514 OR 446.7 12554 447.3 12619 446.9 12425 447.5 12637 444.9 13022 OR 443.0 13034 445.2 13042 445.0 13685 443.1 13697 445.3 13709 ,u. ADDITIONAL CROSS SECTION FROM 1991 TOPO - CHANNEL RAWLIMN LNSER7:9D FIB MOM 1 23JMN94 16H1.14 PACE 5 6TA 4600 1 EL. 436.0 NATCNRS EL 436.0 ON TOPO AND ALSO MATCHES 8TA 4600 0 M. 436.0 IN EFEXMDM1.02 - SOCCER FIELDS PER CITY OF CARROLLTON (NONCE) MODEL FOR GOODS SOCCER COMPLEX BELT LIM ROAD ENCROACHMENTS OR NODIFIRD 6TA 2915 -3920 AND 5370 -5850 6` MS 3 .17 5000 .065 5210 as 8100 RT 7.1 9.1 9.1 9.1 2550 7420 IS50 7420 II 98450 76 5000 5210 400.0 120.0 290.0 CR 436.0 1650 430.0 1120 436.6 1810 437.0 1950 439.0 2160 OR 431.7 2220 431.7 23SO 432.0 1360 434.0 2380 436.0 2505 6. 6.. f OR 638.0 2565 630.0 3710 430.0 2915 650.0 2915 650.0 3690 ^ OR 450.0 3920 438.4 3920 438.0 4130 438.0 4380 436.0 4305 OR 434.0 4330 434.0 4399 436.0 4600 436.0 4690 435.0 4770 - OR 436.0 4870 436,0 5000 434.0 5013 432.0 $025 430.0 $030 GR 424.0 SOSS 415.4 5075 410.0 S076 410.0 5131 415.4 5135 GR 430.0 5175 431.0 5180 434.0 5190 434.0 $200 438.0 5210 OR 440.0 5220 443.0 5240 446.0 5150 444.2 5370 450.0 $370 OR 450.0 5600 650.0 5750 450.0 4030 450.0 6070 450.0 4300 OR 450.0 6520 450.0 6570 450.0 6665 450.0 6680 450.0 6690 OR 450.0 6800 450.0 6600 430.0 6650 440.0 6950 438.0 6870 ' OR 435.9 7075 438.0 72SO 438.0 7190 436.0 7330 436.0 7350 OR 432.8 7413 431.8 7550 434.0 7565 434.0 7590 438.0 7610 OR 444.0 7625 442.0 7660 444.0 7680 446.0 7890 448.0 7940 r OR 449.3 7950 449.4 BOSS 450.0 8100 MR SECTION 111 ' OR CARDS NODIFIED TO REPRESENT RIGS GROUND UPSTREAM (FILL) TO MODEL NOM- BFFBCTIVE FLOW AREAS IN LOB ^ OR DRAWN MODIFIED TO REPRESENT RIGS GROUND DOWNSTREAM TO MODEL MOM - EFFECTIVE FLAW AREAS IN ROO E3 AND ET CARDS USED TO NOUBL IAN FLOWS /EIOB FLOWS DIFFBRENTLY. M- VALUER IN LOU UTILISED TO BALANCE FLOWN IN. OVBRBANE INBF►BCTIVB FIRM 8ELON POND LWVEB EL. 437.0 BTA 4745 -6057 FAR LOS NC .00 .06 .075 FROM BF- CDC,DAT �w CEANNEL SECTION SSLON NBBL MODIFIED PER EF -CDC (1 -94) NE 6 .20 3925 .20 4745 .20 7800 .035 9113 .060 NB 9386 .035 13612 ET 7.1 9.1 9.1 9,1 7800 11110 3900 11110 B1 89230 92 9123 9306 1180 410 700 F� 63 30 431.3 440. GO. 443.5 2704 447.7 1732 445,5 1745 444.5 2989 441.4 3000 OR 434.6 3041 434.6 3925 436.5 3941 436,6 4005 434.5 4118 OR 442.1 4148 440.8 4200 433.3 4298 441.9 4337 436,3 4371 OR 440.1 4726 437.0 4745 437.6 5694 437.0 5711 43710 5719 GR 439.7 5764 439.8 5445 437.0 5875 437.0 5911 437.0 $931 OR 437.0 5957 437.0 6057 437.1 6074 438,4 4121 439.0 4419 GO 436.5 4640 437.6 6682 460.0 6682 460.0 6705 46010 7004 OR 460.0 7550 460.0 7800 432.4 7800 431.4 7840 432.1 7850 OR 437.9 8333 434.8 8363 436.0 8376 441.1 6447 441.6 8011 OR 437.3 9123 415.6 9237 409.9 9140 609.9 9168 409.9 9175 OR 415.6 9278 425.3 9300 441.1 9380 441.3 9380 430.0 9386.1 P+ OR 450.0 9420 450.0 9491 450.0 9536 450.0 9671 450.0 9734 OR 450.0 10060 442.1 10060 441.7 10120 439.7 10430 442.4 10439 1 22JUN94 16,41.14 PAGE O 441.9 10781 436.9 20364 438.3 10914 449.7 10930 438.6 11009 OR 441.0 11110 447.9 11377 449.3 11745 447.1 11150 447.1 1130 ON. 444.3 11807 443.3 11067 440.3 12093 441.0 12122 446.1 11200 4 _ O 446.5 13555 442.7 13719 456.4 13798 454.3 13207 433. 13992 OR R 43.4 13011 450.7 13089 436.1 13101 454.3 13161 6]9.6 4 13404 rn. OR 6306.1 13863 641.2 13613 - ��COE ORClIOW 113 GR CARDS MODIFIED TO REPRESENT EIGE GROUND UPSTREAM TO MODEL NON- EFFECTIVE F AREAS IM LOB E3 AND IT CARDS USED TO MODEL LOW FLONB /EIGE PLONB DIFFERENTLY. ^ R- VALUES IN LOB UTILISED TO BALANCE FLOOR IN OV8R98NR NO .09 .06 .075 .1 .3 FROM BF- CDC. DAT MC .1 .3 INNFFECTIVE FLOW BRIAN POND LEVER EL. 437.0 BTA 5243 -5854 ^ 'INIFFBCTIVE FLOW BELOW POND LEVEE IL. 419.5 BTA 4077 -5179 INETIVOT VE FLOW DOWN ROAD LEVEE 57.. 617.0 BTA 7835 -8467 ADD CSAR4IBL BBCT30M PER CASROLLTON (NDWCS) SURVEY FOR TRIO E- 89CTION (1 -94) LOIRE RIVERC9ASE POND EFFECTIVE FLOW TO 432.0 SLOW, BTA 9033 -10303 (1 -94) WS 7 .20 3843 .10 3943 .10 7813 .040 9399.9 .06 HE 9613 .13 10380 .045 12336 ^ ET 7.1 9.1 9.1 9.1 7835 10369 3200 10369 E1 90210 BS 9399.9 9625 000 750 980 E] 10 430. 441.0 OR 441.6 1735 443.5 1812 441.9 1857 442.9 1867 445.4 1351 OR 437.2 1393 437.1 2642 439.1 1850 438.3 2890 436.9 3006 OR 435.9 3554 441.4 3843 433.1 3876 443.0 3913 439.8 3943 A• OR 438.1 3986 444.0 4036 439.5 4077 440.4 4376 439.S 4105 OR 439.5 4559 439.5 4594 439.3 5178 440.6 5189 437.0 5241 OR 437.0 $854 438.9 5069 439.0 5997 440.0 6005 430.5 6023 " OR 439.3 f100 450.0 6100 450.0 6198 450.0 6230 450.0 6433 OR 430.0 6500 460.0 6500 460.0 7400 450.0 7400 450.0 7638 OR 430.0 7825 437.0 7025 437.0 8136 437.0 8467 436.1 0467 ^ OR 437.0 8580 44019 8982 437.8 9040 437.6 9238 432.0 9379 OR 433.64 9393.00 433.40 9399.90 431.42 9412.00 417.36 9422.50 417.67 9432.50 OR 435.67 9436,30 412.67 9446.30 410.67 9464.10 411.67 9475.00 414.17 9485.70 OR 433.79 9493.00 417.44 9499.20 421.15 9507.20 424.74 9512.30 429.14 9535.40 OR 431.04 9S57.10 440,5 9579 441.0 9625 438.1 9640 438.1 9659 ^ OR 440.8 9678 440,5 9680 445.5 9747 443.0 9790 438.0 9825 OR 432.0 9832 431.0 10183 438.0 10334 445.2 10369 445.3 10380 f 6+. III - 3R 667.6 10714 446.6 10971 445.3 11030 166.6 11040 447.7 12326 CON 03=1064 116 G0. CARDS MODIFIED TO REPRESENT HIGH GROUND UPS7RBAM TO MODEL NON- SPPNCIIVE PLOW AREBB IN we E3 AND ST CARDS U86D TO MODEL LOM PLONK /NIGH FLOWS OIFFERHN Y. N- VALUR8 IN LOS UTILISRU TO RAI.ANCR FLOWN IN OVERRANR INEFFECTIVE FLOW SIMON POND LEVEE M. 439.5 OTA 6035 -6776 CHANNEL BSCTION 66LOM MBRL MODIFIED PN0. E! -COC (1 -94) LOWER RIVNRCHASE POND EFFECTIVE FLOW TO 432.0 ELSV, BTA 9BS5 -10120 (1 -94) 23JUN94 16141,16 PAGN 7 N. NR 01 .20 3620 .18 3508 .20 7780 .065 9220 .075 NN 9668 .14 10200 .065 12330 ST 7.1 9.1 9.1 9.1 7780 10200 2650 10200 EI 91050 90 9220 9668 620 $40 860 S3 '10 639. 611.0 GR 451.6 1173 666.6 1290 615.1 1368 111.6 1955 112.3 2026 OR 437.2 2039 637.2 2310 637.2 2360 610.5 2427 637.9 2112 GR 430.6 2951 439.3 3108 444.3 3122 442.3 3150 445.1 3293 OR 443.6 3340 440.0 3356 442.5 3420 433.9 3471 443.3 3508 GR 442.5 3564 438.7 3855 440.2 3999 442.4 4000 439.5 4035 OR 439.5 4035 439.5 4165 440.6 4176 439.5 4259 439.5 4269 GR 439.5 4517 439.5 4568 439.5 4599 439.5 4664 439.5 4704 ^' OR 43915 4712 439.5 4764 439.5 4774 443.7 4659 441.2 4923 OR 436.1 4954 440.2 5399 430.7 $423 441.0 5560 450.0 5560 GR 450.0 $605 450.0 5620 450.0 5861 450.0 6043 450.0 6210 an 460.0 6210 460.0 7100 450.0 1100 450.0 7226 450.0 7369 OR 450.0 7306 450.0 7780 440.1 77BO 441.5 7880 437.2 8369 OR 440.9 8494 437.5 8546 439.5 0604 439.5 8970 440.2 0980 n OR 441.0 9031 437.0 9220 433.6 9282 415.8 9327 412.6 9329 OR 412.6 9353 412.6 9376 415.8 9319 430.8 9620 442.1 9468 OR 445.3 9604 449.3 9624 445.7 9645 441.9 9679 441.2 9736 OR 436.5 9798 438.0 9817 432.0 9BS5 432.0 10120 446.5 10IB7 OR 445.5 10193 445.5 10200 450.9 10977 452.2 11311 444.7 12310 n+ COE RCTION 115 CARD TO REPRESBNT BICO GROUND WBTRRIM I TO MODEL NON- EPf8CTZVe S 10 LOB FLOW AREAS IN LOB BL 83 am ET CARDS USED TO MODEL LOW PLOWS /EIae !LOWS DIFFERENTLY. N- VALUES IN We UTILISED TO BALANCE !LOMB IN OVEROANR INYFECTIVR FLOW ORLON POND LIM EL.439.5 ETA 3982 -4960 INRSYRCTIVR SIAM eII.ON ROAD LEVEE ■3..437.0 BTA 7050 -4630 ADD CEANNRL SECTION PER CAMMUMVN (NONCE) OORVET FOR THIN Y- 86CTION (1 -94) LOWER RIVERCBMH POND EFPECTIVE FLOW 20 432.0 ELEV., BTA 9409 -9650 (1 -94) NR 6 .20 3101 .30 3238 .12 7850 .045 8837 .075 n no 9190 .30 loses XT 7.1 $.1 9.1 9.1 7850 9800 2010 9800 xx 92050 94 8037 9180 950 980 1000 R3 10 441.2 440.0 OR 451.6 1302 447.2 1707 445.3 2190 441.8 2200 442.5 2454 GR 439.3 2526 43S.9 2536 425.9 2608 439.1 3618 430.0 2652 an 439.5 2660 435.9 2992 440.0 3007 439.7 3041 442.7 3063 OR 442.3 3101 434.9 3139 443.8 3190 438.5 3209 444.3 3230 CR 445.3 3267 441.7 3367 441.8 3577 440.4 3603 440.6 3040 an 442.9 3960 439.3 3982 439.5 4030 439.5 4175 439.5 4204 an 439.3 4249 439.5 4593 439.5 4643 439.5 4899 439.5 4911 p. OR 439.5 4924 439.5 4960 430.0 4960 450.0 5185 450.0 $248 GR 450.0 3256 450.0 5169 450.0 5321 450.0 5376 450.0 5379 OR 450.0 5400 460.0 5400 460.0 6269 460.0 6300 460.0 6411 GR 460.0 6727 440.0 6733 460.0 6750 450.0 6750 430.0 6757 GR 450.0 6969 450.0 7530 450.0 7850 437.0 7850 437.0 7879 GO 637.0 7905 437.0 7911 437.0 8115 437.0 8203 437.0 9219 1 ^ GR 437.0 9344 437.0 8650 436.6 8636 441.2 8837 438.09 8852.00 1 ]]JGN64 16/41914 PASN B OR 434.99 9987.00 432.39 8890.00 436.94 0922.00 417.69 8950.00 413.69 8955.00 OR 410.69 9982.00 410.19 0997.30 410.19 9011.00 435.60 9021.00 429.09 9045.70 OR 430.60 9054.20 429.42 9079.60 441.30 9151.20 443.0 1160 445.6 9264 OR 443.6 9353 432.0 9409 432.0 9650 444.3 9730 442.2 9796 OR 446.2 10372 443.2 10734 444.7 10977 443.7 10988 CON SECTION 116 r OR CARD6 HODIFIRG TO REPRESENT HIGH GROUND U9871E1,14 TO MODEL NON - EFFECTIVE FLOW AREAS IN Los E3 ASD ET CARDS OBSD TO MODEL LOW FLOWB /MIGE FLOWN DIFFERENTLY. N- VALUES IN LOB UTILISED 1'0 OALAI(CN FLOWN IN OV6R8ANR INEFFECTIVE FLOW BELOW POND LSV69 RL. 43s.S STA 3350 -4512 INEFFECTIVE FLOW BELOW ROAD LEVEE XL. 437.0 BTA 7500 -6338 He 7 .20 2712 .05 2940 .12 7500 .045 8506 .10 - NN 8543 .075 9845 .10 10863 ET 7.1 9.1 9.1 9.1 7910 9120 2730 9120 6+. III r im- 21 92880 66 8543 BA65 700 790 830 /+ 23 30 OR 653.2 1196 651.7 1627 643.5 1558 661.3 1622 665.1 1661 .- CR 44S.1 1817 441.6 1870 441.3 1940 641.0 2025 445.4 2096 OR 442.3 2348 445.5 2792 436.1 2838 444.7 2887 460.3 2906 OR 443.6 2940 442.0 3000 439.5 3350 439.3 3844 439.5 3009 OR 439.1 3900 441.4 3937 439.5 4011 439.5 4213 440.2 4293 r+ OR 439.5 4960 450.0 4560 450.0 4706 450.0 4935 450.0 5127 GR 450.0 7416 450.0 7500 439.7 7500 437.6 7517 437.0 7617 OR 437.0 7772 437.0 7910 437.0 9212 437.0 8117 437.0 8338 GR 438.9 $506 436.9 Isis 441.2 6534 441.4 8539 440.6 9343 OR 437.1 6548 435.9 BSS2 433.1 6559 429.4 $sea 425.9 8387 GR 434.2 8613 425.9 $111 415.9 9736 423.3 8782 432.8 0799 GR 440.7 8845 440.6 8953 444.3 6961 444.3 9135 444.4 9488 GR 442.3 9501 441.1 9920 443.0 10405 443.2 10532 442.2 10840 OR 445.3 10863 4AI BECTION 117 OR CARDS MODIFIED TO REPRESENT HIGH GROUND UPSTREAM W MODEL NOM- EPPECTIVS FLOW AREAS IN LOB E3 RED ET DAMON US= TO NODEL ION FWW8 /SIGH ?LAMS DIFPERHH7!LT. H- VALYNS IN LOB UTILIZED M BALANCE PLOWS IN OVEROANH IREFFECTI FLOW SEWN POND LEVEE M. 439.5 STA 3862 INSFBICTIVR FLOW AT DITCH STA 8020 -8329 NO .07 .06 .06 FROM EF- COC.DAT Ne OB .20 2595_ 45 2731 .12 6450 .12 6861 .040 NH 8020 .035 8800 .06 9102 .045 13121 ■T 7.1 9.1 9.1 9.1 8293 9130 2520 9130 E3 93660 90 $400 9102 1150 $90 ISO E3 30 440. 441.0 OR 451.3 1000 445.5 1272 445.2 1602 444.2 1740 443.4 1857 DR 441.0 1866 444.8 1876 445.0 2017 442.6 2149 442.6 2158 GR 442.5 1551 442.5 2560 442.5 2595 443.9 2664 437.6 2605 GO 437.6 2709 444.7 2731 444.6 2773 440.7 2794 441.3 3149 GR 444.1 3159 439.7 3210 439.5 3661 443.0 3673 442.9 3600 GR 441.1 3952 439.5 3862 441.1 3074 444.5 4130 4SO.0 4130 1 33JUN44 16443.14 iMa 9 r. OR 450.0 4365 450.0 4378 450.0 4420 450.0 5092 450.0 5173 OR 630.0 5197 450.0 5220 450.0 5337 450.0 5390 450.0 5410 GR 430.0 5946 630.0 6090 450.0 6190 450.0 6221 450.0 6430 OR 443.6 6450 44S.8 6861 445.8 6861 443.5 7311 445.0 7592 OR 442.8 8020 442.8 9229 442.8 8293 441.9 $329 441.9 9329 OR 441.9 8329 441.9 8329 440.2 8632 439.0 ISIS 438.1 9869 P� OR 427.4 OR74 436.8 1913 419.2 8959 416.8 $964 414.3 9002 OR 416.8 9041 441.7 9102 444.0 9130 445.9 9154 445.9 9534 OR 443.2 9629 444.9 10346 443.4 10382 445.3 10401 444.4 10949 OR 445.9 10908 446.9 10016 449.2 11046 442.3 11085 441.9 11108 OR 449.2 11143 447.2 .11247 444.4 11267 443.1 11467 443.9 11720 OR 444.5 11736 449.5 12158 445.9 12530 442.8 12550 448.4 13121 T SECTION 93670 AT CMROLLTON DAM FROM XF-CDC MODEL IJWT OVERBANE o1 V -CDC SECTION MODIFIED PER 1991 "so OR CARDS MODIFIED TO REPRESENT NIGH GROUND DOWNSTREAM TO MODEL NON- IFFICTIVI FLOW BROOKS IN Los E3 AND IT CMDt USED M MODEL IOW PLONK /sIOE FLOWS DIFFSRERTLT. N- VALVIS IN LOS UTILISED TO BALANCE PIONS IN OVBRSANE I9EFtSCTIVN ROE BELOW UL. 440.0 8TA 3010 -3300 WE M SIGH GROUND NC .07 .1 .06 FROM ffi- CDC.DAT NC .5 .7 Ms 8 .20 1931 .05 2067 .19 2997 .12 5796 .15 NH 6107 .040 8200 .033 8420 .045 10220 ET 7.1 9.1 9.1 9.1 7650 8500 1850 8500 TOP OF CRROLLMW DAN 8 434 E1 93710 52 $200 $470 30 50 30. X3 10 441. 441 !^ OR 445 1000 445 1080 446 IIBO 446 1240 442.6 1485 OR 442.6 1931 443.9 2000 437.6 2021 437.6 2045 444.7 2067 OR 444.6 2109 440.7 2130 441.3 2485 444.1 2495 439.7 1546 OR 439.5 2997 443.0 3011 442.8 3026 441.1 3188 439.5 319B GR 441.1 3310 446.5 3466 450.0 3466 450.0 5786 430.0 5766 OR 443.6 5786 445.8 6197 443.5 6947 443.0 6928 446.6 6943 OR 442.6 7355 442.8 7429 442.8 7500 442.6 7610 442.8 7630 OR 442.8 7670 441.5 7690 440.5 7830 441 7940 439 8200 OR 437.5 8225 437.5 8274 434 8275 434.3 9390 437.3 9391. OR 437.5 $420 439 9470 443.5 8620 444.5 9620 443.5 10000. OR 442 10140 445 10220 •+ cna sscrxoN lie BANDY LANE ROAD SUCTION REPLACED AY EXISTING SANDY LAIN ROAD BRIDGE 8ECTI014 93730 FROM ST-CDC MODEL. SECTION REVIBLO TO MATCH TOP OF ROAN PER 1991 MPG. CR CARDS MODIFIED M REPRESENT SIGH GROUND DOWNSTREAM M MODEL NON - EFFECTIVE FLOW AREAS IN LOS r. Z3 AND ET CARDS USED M MODEL WE PLONK /RIGS PLOWS DIPPERENTLY• N- VALUER IN WE UTILIZED M BALANCE PWMB IN OVHRNAME r im- 6nnn NC .3 .5 FROM By- CM.DAT 1 2331TN96 16,61.16 PAGE 10 r d8 7 .20 2680 .30 3300 .09 6100 .15 6600 .060 - MR 8310 .060 6800 .065 9270 IT 7.1 9.1 9.1 9.1 7900 8800 2300 8800 BANDY LASE ROAD BRIDGE 61 93750 59 9530 8800 60 60 60 63 10 663 ST 2 8510 667.63 663.53 8800 667.83 663.95 GR 666.9 1031 667.3 1200 665.3 1S35 662.6 2000 662.5 2160 LR 662.5 2370 662.55 I680 662.30 3299 662.3 3300 662.3 3301 3R 663.0 3550 666.70 3830 630.0 3850 650.0 3800 666.30 $800 r OR 663.90 6013 666.90 6100 665.5 6635 666.9 6600 663.32 6996 OR 643.69 6961 644.OS 6991 666.15 7036 644.63 7083 666.61 7139 OR 666.69 7109 666.92 7230 666.21 7331 666.38 7379 666.32 7625 OR 666.61 7673 666.33 7518 663.95 7565 663.99 7613 663.73 7663 OR 663.67 7710 663.66 7763 663.65 7860 663.50 7970 663.66 6033 OR 663.73 8001 663.59 8136 663.50 9188 663.30 8263 663.66 9286 GR 666.61 0351 666.06 8611 667.63 8330 663.53 8310 636.00 8660 OR 618.00 8630 620.00 8670 616.50 0700 663.95 GOOD 667.85 8800 OR 667.69 8829 666.66 8953 665.90 8953 663.90 9270 COE SECTION 119 BANDY LAKE ROAD SECTION "PLACED BY EXISTING BANDY LASE ROAD BRIDGE SECTION 93760 FROM EP -CDC MODEL. SECTION REVISED TO MATCB TOP OP ROAD PER 1991 TOPO. OR CARDS MODIFIED " REPRESENT HIGH GROOM DOWNSTREAM TO MODEL YON- EFFECTIvB FLOW ASEAN IN IAB X3 AND ET CARDS USED TO MODEL LOW PLOWS /8108 PLOWS D2FFXRRWTLY. M- VALUES IN LOB UTILZZE0 TO BALANCE PLOWS IN OVEREMR r NE 7 .20 2680 .30 3300 .09 6100 .15 6600 .060 NB 6310 .080 8800 .065 9270 ET 7.1 9.1 9.1 9.1 7900 OBUO 2200 8800 BANDY LAXE ROM BRIDGE X1 93780 30 30 30 r X2 1 X3 10 643 SECTION 93860 ADDED TO EFNXM.DAT TO MODEL 60• WATER LIME M A BRIDGE NEW DATA FROM 1991 MPO STA 0560 -9075 n RBNAININO DATA COPIED FROM SECTION 93890 823/314, X1 CURDS ADJUSTED MD CHANNEL SECTION PER CARROLLTON (BUNCH) SURVEY FOR TRIG X- 82CTION (1 -96) MISS GROUND SLAV. TO 663.0 BTA 6833 -0560, ROAD LEVEE DOWNSTREAM MISE GROUND SLOW. TO 662.3 BTA 2700 -6200, ROM LEV6S DOMSTREAM MS 6 .16 3630 .07 5300 .15 6833 .06 8735 .06 r. M 0988 .063 .11302 IT 7.1 9.1 9.1 9.1 8050 9100 2650 9100 60' MTM ER LINE AERIAL MOBBING Xl 93060 91 8735 8988 60 6a 60 X3 10 442. 442.0 ST 6 6720 639.0 639.9 8733 652.6 666.0 8735 656.2 669.0 P"� ST 8988 656.2 666.0 8990 652.6 666.0 9005 639.0 439.0 OE 659.2 1070 659.2 1070.1 650.6 1073 449.2 1117 663.6 1129 OR 666.0 1262 662.2 3372 662.0 1307 665.9 1326 666.6 1333 ( 2MR96 16,61,16 PAGE 11 r OR 445.0 1632 661.6 1663 442.8 1826 660.0 2611 639.6 2700 OR 662.3 2700 662.3 3013 663.2 3219 662.3 3650 662.3 3596 GA 665.7 3039 662.3 3886 662.3 6126 662.3 6166 662.3 6200 OR 650.0 6201 650.0 6616 650.0 6617 630.0 6667 630.0 6671 r+ GR 650.0 6692 630.0 5500 662.0 5501 660.7 S762 663.0 S903 GR 666.6 5896 663.6 6062 633.1 6087 651.2 6135 662.3 6161 _ GR 667.6 6367 665.6 6736 663.3 6753 663.7 6750 663.0 6833 M 663.0 7167 663.0 7261 663.0 7636 663.0 7639 663.0 7657 OR 663.0 6220 663.0 6225 663.0 2267 663.0 6560 660.2 8690 OR 639.8 9720 639.7 8733 639.6 9739 661.22 9766.00 660.60 8757.70 Onnn OR 637.62 8770.30 636.22 0786.00 633.62 8790.60 630.62 8793.60 625.92 8982.60 OR 622.62 6821.90 619.63 9837.10 616.62 8061.10 610.92 8808.70 633.42 5902.30 OR 629.62 8913.90 636.32 6926.70 637.92 8932.80 637.62 6963.30 639.62 6951.80 OR 638.5 8988 638.9 8990 639.0 9005 639.6 9030 666.2 9063 OR 666.6 9053 660.5 9075 660.1 9091 660.1 9a95 662.5 9110 OR 662.7 9160 666.3 9385 6.66.1 9606 666.7 10231 662.3 10266 OR 665.6 11302 CUE SECTION 120 OR CAROB MODIFIED TO REPRESENT SIGH GROUND DGMSTREAM TO MODEL NON- EYFECTIVE FLAW AREAS IN LOB 13 AND ET CARDS USED TO MODEL LOW PLOWS /EIGR PLOWS DIFFERENTLY. n M- VALUES IN LOB UTILIZED TO BALANCE FLAWS IN OVERGROW - MC .07 .07 .06 FROM EF- CM.DAT ADD CHANNEL SECTION PER CARROLLTON (NOMCR) SURVEY FOR THIS X- SECTION (1 -96) MISE GROUND ELEV. TO 663.0 SSA 6033 -8267. ROAD LEVEE DONNSTREAM 6nnn ^ r^+ RAISE GROUND ELEV. TO 662.3 SIX 2800 -6200, ROAD LEVEE DONNSTR[Ax �. 448 6 .13 3650 .07 3500 .15 6833 .06 8770.3 .06 - NH 9007 .065 12631 S2 7.1 9.1 9.1 9.1 8050 9100 2650 9100 [1 93890 97 8770.2 9007 50 SO 50 A3 30 662. 662.0 OR 639.2 1070 659.2 1070 630.6 1073 669.2 1117 665.6 1129 ^ OR 666.0 1262 662.2 1272 662.0 1307 663.8 1328 666.6 1533 DR 665.0 1632 661.6 1663 662.8 1826 660.0 2611 639.9 2000 OR 662.3 2800 662.3 3015 663.2 3219 662.3 3630 662.3 3598 OR 665.7 3859 662.3 3886 662.3 6126 662.3 6166 662.3 6200 OR 650.0 6200 650.0 6616 650.0 6617 630.0 6667 650.0 6671 OR 650.0 6692 650.0 5500 662.0 5300 660.7 5762 663.0 3883 OR 666.6 $896 663.6 6062 655.1 6067 652.2 6125 662.5 6161 OR 667.6 6367 665.6 6736_ 663.1 6753 663.7 6738 663.0 6033 OR 663.0 7167 663.0 7261 663.0 7636 663.0 7639 663.0, 7657 GR 663.0 8220 663.0 8225 663.0 8267 662.5 8633 662.28 8766.00 OR 661.66 8757.70 638.68 9770.20 637.28 8786.00 636.69 8790.60 631.68 8793.60 ^ OR 626.90 8002.60 623.68 8821.90 620.68 8837.10 617.68 8868.10 619.98 8898.70 OR 626.68 8902.50 630.68 0913.90 435.38 6926.70 639.96 8932.80 438.68 8963.30 OR 660.68 8931.80 660.0 9002 660.0 9007 660.7 9010 666.1 9073 GR 660.1 9091 660.1 9093 662.5 Pilo 662.7 9160 446.3 Digs OR 666.1 9608 666.7 10231 662.3 10266 665.6 11302 663.6 11305 GR 638.6 11309 639.3 11323 637.6 11330 636.2 11331 635.6 11623 r. OR 637.9 11629 639.6 11639 663.7 11700 663.7 11703 666.6 11783 OR 446.0 12303 665.7 12631 1 23JUN94 16/61116 PAOa 12 1' CON AR 1]1 AT LAND D us UBED TO MODEL LOO DI. 14428 DI I FLOW POND LIVES EL. 662.0 6TA TA 2603 -33 2603 -3368. VAL TIVH N- VALUS IM LOB UTILIZ TO 9ALANC6 PZ IN OVR .07 MC .07 . 11 . .06 .1 .3 .] FROM OM z l- CDC.DAT �^ CDAYNDL BMCTIOtl H83gN LABEL MODZPIED D8R Er -CDC (1 -94) NC .1 .3 NB 5 .11 2783 .07 6763 .060 5966 .06 6055 .065 MB 11573 ET 7.1 9.1 9.1 9.1 6763 10019 2300 10019 ^ DEtlTON CRAD[ CONPLuENCE [1 97710 97 5666 6035 680 1670 3820 OR 632.3 1000 668.8 1072 669.2 1165 669.0 1176 667.3 1253 OR 666.9 1262 665.0 1313 665.0 1800 663.1 2091 662.8 2110 OR 666.3 2390 665.3 2377 662.0 2603 662.0 2707 662.0 2766 p. GR 662.0 2783 662.0 2817 662.0 3306 662.0 3317 662.0 3368 OR 666.1 3696 665.9 3332 666.9 3337 667.3 3367 666.7 3302 OR 663.0 3899 666.5 3632 662.0 6126 663.2 6222 446.3 6363 GR 665.2 6602 663.7 6698 665.9 6716 666.3 6733 661.3 6763 G0. 661.6 3710 663.7 S730 666.9 5866 635.6 $875 633.3 3916 GR 623.3 5933 623.3 5950 635.6 3991 639.8 6007 662.2 6035 OR 663.0 6176 661.6 6321 663.0 6537 662.9 7068 639.0 7223 OR 639.1 7262 639.1 7509 635.2 7930 639.3 7560 639.6 7668 GR 661.9 7760 661.3 7756 660.5 7757 639.7 7766 635.3 7788 G0. 635.3 7858 636.6 7062 638.6 7670 666.0 7916 661.■ 6117 ' GR 666.6 0560 433.3 8587 435.3 6631 661.1 8665 643.1 9813 OR 662.6 9231 661.9 9266 663.6 9312 665.0 9392 662.7 9519 ^ Sol 662.0 9768 666.9 9992 665.9 10019 635.7 10035 635.7 10086 OR 665.1 10119 667.7 10523 643.1 10553 446.9 10613 644.7 10617 OR 666.6 10630 667.8 10823 665.6 11123 666.0 11166 669.7 11176 OR 667.7 11186 667.7 11676 666.1 11686 665.8 11512 662.5 11530 OR 662.0 11560 667.8 11373 CON BED 122 ET CAR UBE D D 50 1441004 UIUI BIOS FLOWN DIn8R8NTLY. D B R TO r CDC VALU OD C R00 11 MI. tJ.TOH ACI! 3ECT P ER IOM INDUCE) EURV FOR [- BHCLI EE I1 -94) RIGHT 6!101 DATA NOT ol! USED. 3ED1 81=1 BECT20M EDD AT TAP PIANO RONG LOCATIOtl GEN /TA 9580 3DG RE ( BST CM EMBE 5760 I - DILN HOT OT USED INC BECAU6E INCONSISTENT NITa DATA A AT D/e RED AND U /5 43/8 CT RHIOYB. NC .07 .09 .06 IT 7.1 9.1 9.1 9.1 6100 10030 2200 10030 [1 90660 95 5606.3 5856 750 750 730 ^ OR 651.6 1000 651.2 1031 666.6 1059 667.9 1071 668.0 load GR 467.3 1098 644.3 111] 644.3 1526 446.6 1337 445.9 Iasi OR 447.7 1900 446.7 3200 445.7 2567 446.1 2390 645.3 2734 O0. 446.1 2940 446.7 3113 444.0 3626 443.7 3636 443.1 3893 GR 442.9 3901 441.7 4224 443.2 3230 444.3 5409 446.5 5306 ^ OR 446.3 5313 443.03 5606.50 439.71 3638.30 439.61 9640.80 438.21 5652.40 OR 435.51 5655.20 428.21 5666.90 426.00 5674.00 426.00 5735.00 434.81 5733.20 OR 439.3 3767 439.3 5767 440.3 5798 442.8 $022 445.0 5056 GR 445.2 3946 444.8 5965 641.2 6793 441.4 6844 441.2 6850 1 23JON94 16141,14 PAGE 13 ^ r^+ -' OR 635.9 6861 661.6 6873 662.2 6960 461.9 6980 639.3 7023 OR 437.7 7076 436.6 7159 437.1 7175 437.5 7200 443.7 7332 OR 443.3 7443 442.4 7467 442.3 7477 440.4 7514 439.2 7720 OR 439.9 7775 441.5 7790 442.5 7925 441.6 8336 442.2 8610 OR 443.7 0639 444.1 8658 442.2 8735 441.8 8972 444.6 9600 OR 445.3 9627 446.2 9753 444.1 9781 446.0 9809 446.5 9986 OR 442.4 10034 441.2 10230 441.9 10296 446.4 10339 446.1 10520 OR 443.5 1053] 445.4 10639 446.2 10716 447.5 10778 443.7 10021 OR 443.9 10829 440.6 10848 438.9 10834 437.0 10863 435.7 10067 OR 435.7 10924 444.7 10938 447.6 10962 447.4 11024 447.1 11030 CDR SECTION 123 NT CARD USBD TO MODEL ION PIONS /NIGN PI.ON9 DIPPERERTLY. INEP9ECTIVE PION BELON POND LEVEE EL. 445.0 ETA 1395 -2443. CHANNEL SECTION BELOW NEEL MODIPIXD PER EP -CDC (1 -94) n ET 7.1 9.1 9.1 9.3 3060 9790 1300 9790 X1 99420 97 4728 5335 960 960 960 OR 451.9 1000 447.2 1068 - - 449.6 1004 447.6 1129 449.1 1141 GR 445.8 1360 445.0 1395 443.0 1412 445.0 1463 445.0 3474 OR 445.0 1589 443. 1602 445.0 1916 445.0 1934 445. 3121 •+ OR 445.0 2443 40.6 6 3416 430.7 2709 450.2 3933 447.6 6 3060 OR 443. 3138 40.2 3489 435.9 3341 441.1 3580 422.3 3611 OR 442.4 4 3993 444.1 4738 435.3 4141 418.1 4773 418. 4802 OR 420.1 4837 435.3 4854 443.1 4929 40.1 5335 444.9 9 6939 OR 440.8 5106 444.3 _ 5235 443. 5361 441.8 5375 444.5 5413 OR 445.1 3456 443.5 3119 441.4 4 6140 435.5 6115 435.3 7179 OR 430.1 7186 442.7 796 441.3 730 441.5 7318 440.6 7411 OR 430.5 7466 438.5 74493 439.7 7506 6 441.1 7205 443.7 7733 _ OR 441.3 7264 443. 0231 443.4 8262 440.8 8369 440.5 8273 GGa. 441.3 8178 441.7 7 8193 443.9 8291 44.3 8309 443.3 8914 O 439.6 9981 459.1 9136 444.6 9304 4444.6 9293 445.3 9318 OR 445.3 9309 443.6 9411 444.7 9933 444.3 9519 447.6 9539 r" OR 447.1 9080 446.6 9938 444.4 9958 465.3 9975 441.6 9987 OR 448.6 10014 44.1 10060 443. 10055 435.7 10115 438.4 10118 1 O 450.3 10128 4466.1 10388 40.1 1 10389 446.3 10364 450.3 10875 OR 450. 11111 430.5 11241 40.2 11394 450.8 11307 453.3 11675 �. OR 430.6 6 11931 01.5 11051 POLLONINO SECTIONS PER 2171=1" 719 MODEL 688LRBV3 ' X1 100040 49 4035 4215 620 620 620 X3 9900 470 OR 451 1000 444 1030 441.5 1190 439.7 1100 439.7 1830 P" OR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3100 OR 443 3700 444.5 3800 444.9 4000 445.7 4035 430.9 4090 GA 430 5000 443 015 442.9 4290 444.5 090 441.9 5415 DR 443.4 $500 442.1 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 9630 418.3 9600 418.5 9720 OR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 OR 448 11100 455 11200 437.5 11300 09.2 11420 1 23.1604494 16,41,14 PARE 14 r - X1 104600 75 3210 3423 2100 1500 4560 OR 450 620 446 740 446 IB00 444 2200 444 3200 OR 444.17 3210 440.50 3238 440.00 3247 440.54 3250 440.44 3253 OR 439.74 3255 439.64 3260 438.04 3262 436.74 3265 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 3413 446 3740 447.3 3800 OR 446.5 4250 444 4450 446.2 4730 444 5300 444 5400 OR 443.90 6000 443.91 6033 443.87 6069 441.91 6246 441.42 6350 OR 441.10 6433 440,60 6353 479.70 6651 439.96 6751 440.35 6853 r DR 441.21 6960 439.53 6974 439.96 6997 40.17 7015 44].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 0599 447.40 8600 440.49 0042 438.14 0882 436.69 9903 OR 437.37 0923 446.10 8970 446.39 9019 445.11 9037 449.29 9129 GA. 434.61 9147 432.51 9152 431.60 9163 432.76 9180 434.78 9194 OR 444.35 9207 445.28 9219 447.16 9223 446.55 9233 449.49 9242 OT 4 29100 44700 52800 97500 X1 105530 92 3550. 3662. 630 930 930 OR 460.0 1870. 453.5 2030. 450.0 2310. 451.0 2740. 453.0 3090. F• OR 447.5 3160. 444.2 3500. 440.5 3520. 440.4 3543. 439.7 3545. OR 439.6 3550. 430.0 3552. 436.7 3556. 433.6 3557. 428.0 3566. OR 426.9 3603. 427.5 3640. 433.3 3650. 08.9 3652. 442.3 3662. OR 444.0 3690. 444.0 3840. 446.0 3930. 446.0 4050. 462.0 4690. OR 442.5 5000. 442.5 5320. 445.0 5550. 442.0 5650. 443.3 5975. OR 444.6 6000. 643.0 6059. 440.6 6182. 442.9 6193. 443.1 6260. OR 442.5 6280. 443.5 6293. 438.3 6333. 443.3 6353. 440.9 6454. OR 439.3 6460. 440.3 6472. 436.9 6502. 442.5 6536. 442.3 6592. OR 435.6 6613. 437.6 6685. 435.8 6694. 437.1 6738. 435.0 6747. OR 436.8 6795. 436.1 6815. 436.2 6904. 438.5 6910. 436.5 6926. 6� OR 638.5 6930. 136.1 6936. 137.3 7061. 162.1 7115. 163.2 7226. OR 160.2 7383. 112.3 7399. 161.8 7157. 139.2 7686. 161.5 7512. r OR 616.0 7709. 165.6 8056. 667.3 8272. 117.6 8515. 113.9 $S51. OR 666.1 0569. 619.1 8603. 169.1 8631. 168.5 8636. 610.5 8673. - GR 666.5 8690. 117.5 2888. 168.6 8985. 448.9 9006. 440.1 9186. OR 150.8 9273. 136.6 9291. 133.7 9295. 130.5 9303. 129.5 9311. OR 132.0 9318. 635.0 9320. 137.1 9328. 165.2 9311. 667.1 9356. OR 169.3 9359. 650.6 9391. v. OT 6 20900 31700 37100 69000 R1 306080 95 3126. 3233. 500 025 950 OR 160.0 1370. 653.5 1530. 150.0 I010. 131.0 2260. 133.0 3590. OR 667.5 2660. 111.7 3000. 110.8 3025. 639.7 3086. 111.7 3097. r OR 639.6 3107. 139.1 31]6. 132.2 3127. 121.3 3315. 631.3 3167. G0. 623.5 3389. 1]0.9 ]306. 133.7 3207. 138.5 3]31. 610.8 3216. OR 611.2 3228. 663.9 3233. 113.5 3263. 666.7 3221. 662.2 3330. OR 613.7 3392. 113.1 3621. 166.5 3635. 115.6 3503. 113.9 IBM OR 443.6 3621. 111.5 3610. 663.9 3726. 113.9 3766. 443.2 3771. OR 662.7 3809. 661.3 3811. 666.6 3911. 611.2 3969. 613.7 6015. 9� US, 111.6 6019. 666.0 1070. 660.9 1222. 661.9 6233. 661.1 6276. OR 443.5 6711. 6634 6961. 644.3 $553. 443.6 5700. 644.1 5923. OR 666.9 6337. 662.6 6631. 613.9 6921. 137.1 6961. 136.1 6996. an 636.6 7009. 661.8 _ 7013. - 144.2 7200. 144.6 7313. 661.9 7337. 1 232489296 26 HL16 9A0[ is r OR 446.1 7372. 446.5 7725. 666.9 7900. 447.6 0066. 447.6 BIB2. G0. 613.7 8208. 669.5 0265. 669.7 0269. 617.0 8282. 646.6 8296. G0. 665.3 9322. 669.1 8363. 650.0 8160. 613.7 8695. 616.0 8531. O0. 668.5 8523. 650,] 8610. 119.3 26. 19 650.0 8737. 618.1 0]36. OR 630.1 8]70. 152.6 8008. 652.0 8217. 669.5 BB13. 639.2 8865. OR 633.0 8868. 632.2 BB80. 635.0 8892. 667.1 6911. 665.5 8932. GR 666.8 8965. 668,0 8955. 667.9 9008. 617.2 9033. 150.1 9061. NC 0.070 0.070 0.060 I1 110590 10 9G30 9360 1700 6300 1500 23 0 0 a 1600 OR 669 3800 449,5 3850 448.5 1230 650.5 6520 169.5 6710 OR 651.5 5170 618 $300 669 5910 619 6300 166.3 7000 OR 667.5 7230 611,5 7260 167 7330 668.5 7560 116.3 7570 OR 666 7750 117,5 8100 616.5 8600 669.5 9030 667 9080 P.. OR 611 9110 163 9150 629 9180 621 9220 137.5 9250 - G0. 665 9300 619 9360 668.5 9550 667 9800 166.5 10670 OR 446.5 10180 644,5 10630 667.5 10650 447.5 10800 445.5 10970 OR 44B.S 11170 448 11480 612 11500 441.5 11900 648 31930 1 232489296 16.11.11 PAGE 16 WICHO DEPTH CM9EL CRIWB WEBLE SO RV BL 01,082 I.-SANK ■5292 O OWE OCR OROS ALOB ACE AROB VOL TWA R -SAWK ILRV TIRE VL09 VCR OROS AHL INCH XMIL NTN EINIM BETA 9LOPR 1 111. =a KLOBR ITRIAL IOC ICONT CORRA TOPWID SHORT .PRO! 1 0 =RV. .100 ON". .300 1690 NN CARD USED .89CHO 85000.000 1265 DMDED FLOW 6r. 85000.000 23.61 133.01 .00 135.91 635.97 .16 .00 .00 139.00 22600.0 1560.7 6736.6 16106.8 999.7 3316.6 3798.7 .0 .0 139.00 .00 1.56 2.03 3.71 .050 .075 .035 .000 112.00 1102.85. .000357 350. 250. 200. a 0 0 .00 1339.36 5170.16 �^ 1190 NN CARD USED -SUCHO 96560.000 3265 DIVIDED PLGH 3302 WARNING. CONVEYANCE CHANGE OUTSIDE OF ACCSPTABL9 RANON, BAATIO . 2.17 3670 ENCROACHMENT STATIONS. 2000.0 7100.0 TYPE. 1 TARGET. 3100.000 06560.000 26,10 636.10 .00 .00 636.16 .03 .16 .01 136.00 22100.0 3399.3 6505.8 11196.9 3972.2 3632.5 9382.8 329.1 66.9 138.00 .22 .86 1.21 1.51 .050 .060 .035 ,000 110.00 2090.95 .000076 1200. 1560. 900. 2 0 0 .00 2525.21 7100.00 1190 NE CARD USED N.. •BECHO 67530.000 6� THIS 843E ESSCUTED 93=N94 16942,04 NeC -I MATER 89RFAC8 PROYIIliB P•• V6Y61on 6.6.31 Nay 1991 '. 83.83.. a.a7...•o.a..a..a........ o a• MOTE - ASTER361 (•) AT LEFT OF CROSS- SRCTION NUN9ER IMDICATE8 HESSAON IN SUMMARY OP RRRORS LIST .. 10 YNAR...... DISCRA SUMMARY PRINTOUT TABLE 150 9.' n r.. 1 6=0 XLCE RLTRD 97.^ 1LM1N 0 CMSEL CRIRO BO 30.88 VCR ARM AIR BS000.000 .00 .00 .00 412.00 22400.00 435.81 .00 435.97 3.37 2.03 8114.79 11858.36 85000.000 .00 .00 .00 412.00 36500.00 438.17 .00 438.27 3.84 2.20 15436.53 10634.09 05000.000 .00 .00 .00 412.00 44200.00 439.28 .00 439.36 3.54 2.13 30203.96 13507.92 85000.000 .00 .00 .00 412.00 84300.00 444.50 .00 444.56 2.07 2.03 42763.45 58596.97 86560.000 1560.00 .00 .00 410:00 22400.00 426.10 .00 436.14 .76 1.24 16987.30 25736.60 86360.000 1560.00 .00 .00 410.00 36500.00 430.41 .00 438.43 .90 1.48 23467.02 38543.13 . 06560.000 1360.00 .00 .00 410.00 44200.00 439.49 .00 439.54 .93 1.58 27148.85 43730.21 . 66560.000 1560.00 .00 .00 410.00 64300.00 444.64 .00 444.70 .90 1.04 44974.88 80718.04 . 07330.000 970.00 .00 .00 410.00 34400.00 436.06 .00 436.43 12.63 5.77 6570.49 6863.70 07530.000 970.00 .00 .00 410.00 39900.00 438.43 .00 436.74 11.17 3.81 13095.80 11937.42 87530.000 970.00 .00 .00 410.00 48600.00 439.54 .00 439.82 10.18 5.73 13601.54 15233.09 . 67530.000 970.00 .00 .00 410.00 91300.00 444.71 .00 444.92 5.82 3.01 36349.97 37801.08 07800.000 270.00 .00 .00 410.00 24400.00 436.32 .00 436.75 10.70 5.64 5284.21 7460.46 07600.000 270.00 .00 .00 410.00 39900.00 430.50 .00 439.12 13.37 6.80 8370.31 10910.30 67900.000 270.00 .00 .00 410.00 46600.00 439.64 .00 440.19 13.50 7.06 10063.07 13227.27 07600.000 270.00 .00 .00 410.00 91200.00 444.71 .00 445.17 9.82 6.91 18S72.13 29104.50 87969.000 69.00 .00 .00 410.00 24400.00 436.42 .00 436.06 19.72 5.67 5374.S6 5494.34 a 67069.000 69.00 .00 .00 410.00 39900.00 439.68 .00 439.33 28.09 7.18 7237.21 7328.53 . 07869.000 69.00 .00 .00 410.00 48600.00 439.74 .00 440.49 31.64 7.03 8131.75 6439.42 . 87869.000 69.00 .00 .00 410.00 91200.00 444.14 .00 445.45 35.31 9.02 13531.48 15347.06 07B70.000 1.00 442.50 450.00 410.00 24400.00 436.42 .00 436.06 - 27.59 5.73 5236.31 4643.16 07970.000 1.00 442.50 450.00 410.00 39900.00 438.69 .00 439.34 39.73 7.21 7043.94 6330.30 87010.000 1.00 442.30 450.00 410.00 48600.00 439.74 .00 440.49 44.93 7.42 7924.51 7250.78 . 07870.000 1.00 442.50 430.00 410.00 91200.00 444.71 .00 445.77 102.04 9.54 12036.55 9029.49 07960.000 90.00 442.30 450.00 410.00 24400.00 436.71 .00 437.12 25.42 5.53 5462.66 4839.54 07960.000 90.00 442.50 450.00 410.00 39900.00 439.13 .00 439.72 33.34 6.66 7415.97 6710.57 87960.000 90.00 443.40 450.00 410.00 48600.00 440.26 .00 440.92 39.54 1.41 8359.73 7727.12 97960.000 90.00 442.30 450.00 410.00 91200.00 445.70 .00 446.75 116.92 9.61 12321.80 6434.41 230W94 16,41914 BECI(O =8 ELTNO ELUC NLNIN 0 f A r.+ t 07961.000 87961.000 07961.000 . 87961.000 88000.000 09000.000 66000.000 68000.000 00030.000 86030.000 88030.000 80030.000 08050.000 88050.000 98050.000 08050.000 88160.000 80160.000 08160.000 88160.000 88450.000 . 98450.000 1.00 .00 At 1.00 .00 At 1.00 .00 .00 1.00 .00 .00 39.00 .00 .00 39.00 .00 .00 39.00 .00 .00 39.00 .00 .00 30.00 449.50 446.50 30.00 449.SO 446.SC 30.00 449.50 446.50 30.00 449.50 446.50 20.00 449.50 446.50 20.00 449.50 446.30 20.00 449.30 446.50 20.00 449.50 446.50 110.00 .00 .00 110.00 .00 .00 110.00 .00 .00 130.00 .00 .00 290.00 .00 .00 290.00 .00 .00 410.00 24400.00 410.00 39900.00 410.00 68600.00 410.00 91100.00 410.00 24400.00 410.00 39900.00 410.00 46600.00 410.00 91200.00 410.00 24400.00 410.00 39900.00 410.00 48600.00 410.00 91200.00 410.00 24400.00 410.00 39900.00 410.00 48600.00 410.00 91200.00 410.00 24600.00 410.00 39900.00 410.00 48600.00 410.00 91200.00 410.00 24400.00 410.00 39900.00 PAGE 75 CNSEL CRIUS SO 30+88 VCR ARNA .011 436.72 .00 437.13 12.09 5.47 5616.27 5736.45 439.14 .00 439.72 24.90 6.83 7621.28 7995.46 440.25 .00 440.93 27.69 7.40 6387.86 9236.24 446.60 .00 467.02 26.60 7.55 16437.23 10666.22 436.76 .00 437.25 22.69 6.05 5097.61 5122.83 439.30 .00 439.66 33.93 7.39 6876.76 6690.49 440.35 .00 441.09 37.48 7.64 6059.67 7934.61 446.62 .00 447.14 20.97 7.17 10069.99 19913.38 436,87 .00 437.32 18.62 5.64 5308.93 5623.89 439.34 .00 439.98 26.64 7.24 7320.52 7719.77 440.49 .00 441.20 29.35 7.18 8633.66 8970.14 446.85 .00 447.25 35.20 6.09 18740.79 15372.78 436.91 .00 437.36 16.63 5.81 5341.59 5452.86 439.40 .00 440.04 26.24 7.20 7370.67 7789.68 440.56 .00 641.24 20.82 7.72 8738.27 9053.31 446.92 .00 447.32 34.63 6.06 16806.95 15452.60 437.04 .00 437.78 34.02 7.15 4339.52 4183.56 439.63 .00 440.49 37.48 8.37 8411.65 6517.61 440.82 .00 441.73 38.33 4.65 10137.62 7850.02 447.01 .00 447.66 20.29 9.25 19304.40 17145.84 436.02 .00 438.67 26.05 6.83 5831.21 4780.71 440.97 .00 441.37 18.01 6.42 16062.59 9401.62 I • 88650.00 390.00 .00 .00 610.00 68600.00 662.23 .00 663.60 16.95 6.51 19766.57 11805.69 98650.000 290.00 .00 .00 610.00 91200.00 668.16 .00 668.50 10.96 6.27 36061.68 27531.60 89230.000 790.00 .00 .00 609.90 36600.00 639.72 .00 639.92 7.59 3.96 6925.96 8953.15 89230.000 700.00 .00 .00 609.90 39900.00 662.16 .00 662.22 6.36 3.30 26602.03 18663.80 89230.000 780.00 .00 .00 609.90 68600.00 663.28 .00 663.33 3.75 3.16 30392.65 16967.10 • 69230.000 700.00 .00 .00 609.90 91200.00 668.66 .00 660.08 1.66 2.50 60665.52 70813.03 �. 90330.000 980.00 .00 .00 610.67 26600.00 660.60 .00 660.61 7.59 6.38 1717.66 0838.60 j. 90230.000 980.00 .00 .00 610.67 39900.00 661.56 .00 661.60 6.21 3.10 26558.33 39638.02 I'• !0210.000 980.00 .00 .00 610.67 60600.00 663.62 .00 663.67 3.80 3.08 36317.30 26932.53 90210.000 930.00 .00 .00 630,67 91200.00 669.00 .00 669.06 2.19 2.01 [3553.77 61655.72 91050.000 860.00 .00 .00 612.60 26600.00 661.18 .00 661.36 13.09 6.15 5170.19 6103.00 • 93050.000 960.00 .00 .00 612.60 39900.00 662.96 .00 663.07 10.56 3.99 21873.30 12207.36 • 91050.000 860.00 .00 .00 61].[0 68600.00 663.98 .00 666.08 9.13 3.86 27025.79 16061.17 �.. 91050.000 860.00 .00 .00 611.60 91200.00 669.19 .00 669.23 6.61 3.20 56698.25 63660.66 • 91050.000 1000.00 .00 .00 610.19 26600.00 661.00 .00 661.07 6.66 2.63 13195.32 11553.69 • 92050.000 1000.00 .00 .00 610.19 39900.00 663.69 .00 663.75 6.B3 1.66 12038.65 18169.76 92050.000 1000.00 .00 .00 610.19 68600.00 666.65 .00 666.71 6.62 2.76 26631.83 22161.01 91030.000 1000.00 .00 .00 610.19 91200.00 669.56 .00 669.63 3.53 2.80 66756.95 60333.62 /. 1 P206 76 ' 23J0896 16 ,41,14 S0080 16.08 6[1710 811.0 SLM35 0 Ci116 CSI" S0 10.58 VC0 2896 .015 92880.000 930.00 .00 .00 613.90 16600.00 662.60 .00 662.36 8.18 3.61 7916.69 8677.63 92020.000 830.00 .00 .00 615.90 39900.00 666.06 .00 466.16 5.67 1.97 19325.65 17064.37 92680.000 030.00 .00 .00 615.90 68600.00 665.01 .00 665.10 5.69 3.09 22509.69 10762.03 92680.000 630.00 .00 .00 615.90 91100.00 669.03 .00 669.92 6.16 3.15 39076.21 66862.61 93660.000 700.00 .00 .00 616.50 26600.00 663.12 .00 663.65 11.17 6.93 3603.93 7319.66 93660.000 780.00 .00 .00 616.50 39900.00 666.65 .00 666.92 11.06 5.13 13693.31 12006.61 93660.000 790.00 .00 .00 616.50 68600.00 665.61 .00 663.86 9.86 5.06 17368.97 15679.09 93660.000 780.00 .00 .00 616.50 91200.00 630.16 .00 650.30 4 6.00 27836.05 62986.36 93710.000 30.00 .00 .00 636.00 36600.00 661.91 .00 666.19 60.81 10.09 3203.61 3819. • 93710.000 50.00 .00 .00 636.00 39900.00 666.61 .00 663.18 13.88 .96 11010.67 6166.12 93710.000 50.00 .00 .00 636.00 61600.00 663.60 .00 666.33 18.15 6.66 6 16500.51 11373.06 92710.000 50.00 .00 .00 636.00 91300.00 650.26 .00 630.67 5.95 6.33 33503.08 37398.13 /^ 93750.000 60.00 667.63 663.95 616.50 16600.00 663.80 .00 666.65 69.90 7.07 3356.75 1938.35 93750.000 60.00 667.63 663.95 616.50 39900.00 666.73 .00 665.60 117.67 0.62 8037.71 3678.32 • 93750.000 60.00 467.63 663.95 616.50 66600.00 666.00 .00 666.35 63.96 6.36 13016.16 4076.90 . 93750.000 60.00 667.63 663.95 616.50 91100.00 650.66 .00 650.56 33.66 1.58 36008.55 26856.38 53780.000 30.00 667.63 663.95 616.50 26600.00 666.16 .00 666.00 76.63 6.96 3669.65 2787.36 • 93780.000 30.00 667.63 663.95 616.50 39900.00 663.86 .00 666.12 67.96 5.51 12670.52 5761.28 93760.000 30.00 667.63 663.95 616.50 68600.00 666.19 .00 666.56 50.16 5.63 16301.17 6062.21 917SO.000 30.00 667.63 663.9.5 616.50 91200.00 650.69 .00 630.60 13.23 1.36 36261.59 15076.06 • 93860.000 60.00 639.00 666.00 616.62 36600.00 666.89 .00 665.13 31.11 5.12 5826.06 7030.38 93060.000 60.00 639.00 666.00 616.61 39900.00 666.25 .00 666.33 9.60 3.01 20779.79 13010.76 r• 93860.000 60.00 639.00 666.00 616.62 60600.00 666.61 .00 666.77 10.75 3.12 12809.31 16016.78 • 53960.000 60.00 639.00 666.00 616.62 91200.00 650.60 .00 630.67 5.78 1.36 63166.59 37965.32 93890.000 30.00 .00 .00 617.61 26600.00 666.53 .00 665.35 15.21 5.66 $367.12 6233.37 93090.000 50.00 .00 .00 617.60 39900.00 666.38 .00 666.60 6.98 6.07 10712.11 15101.06 r•. 93690.000 50.00 .00 .00 617.60 68600.00 666.71 .00 666.05 7.92 6.61 22903.61 17117.32 93890.000 50.00 .00 .00 617.68 91100.00 650.62 .00 650.70 6.33 3.77 66267.82 63706.37 97710.000 3820.00 .00 .00 613.50 16600.00 666.07 .00 666.00 1.11 1.60 13129.27 13177.16 • 97710.000 3810.00 .00 .00 623.50 39900.00 666.86 .00 666.86 1.61 1.66 35670.86 33518.01 . 97710.000 3020.00 .00 .00 623.30 68600.00 667.36 .00 667.37 1.57 1.70 39376.39 38760.16 • 97710.000 3620.00 .00 .00 623.50 91100.00 650.95 .00 630.98 1.08 1.71 67193.70 07591.63 99660.000 750.00 .00 .00 636.00 26600.00 666.30 .00 666.22 3.67 2.23 22601.35 11763.16 58660.000 750.00 .00 .00 626.00 39900.00 667.03 .00 667.07 6.87 3.70 31805.69 IB082.63 • 99660.000 750.00 .00 .00 636.00 66600.00 667.53 .00 667.37 5.26 1.89 35796.56 21195.67 . 90660.000 750.00 616.00 91200.00 651.07 .00 651.11 3.29 2.71 63558.55 $0313.63 .00 .00 . 91620.000 960.00 .00 .00 628.30 16600.00 666.63 .00 666.66 1.67 1.36 31780.01 20096.87 09610.000 960.00 .00 .00 638.30 39900.00 667.36 .00 667.38 2.28 2.01 60666.20 26610.57 • 90620.000 940.00 .00 .00 620.30 60600.00 667.09 .00 667.92 3.59 2.10 66390.10 30191.83 99620.000 960.00 .00 .00 628.30 91200.00 651.36 .00 651.37 3.26 2.39 72063.37 60985.66 r 1 321U896 16961116 P300 77 83%.'50 ]7.C8 0LT80 BLLC SLMIB 0 CNBIL mm W 10.53 VC8 6655 .015 r 100060.000 610.00 .00 .00 611.30 36600.00 666.31 .00 666.51 1.32 1.51 16603.56 21155.69 100060.000 620.00 .00 .00 628.30 39900.00 667.69 .00 667.51 1.99 1.95 66810.66 38306.97 100060.000 610.00 .00 .00 630.30 68600.00 669.06 .00 668.06 2.19 2.10 61707.65 12811.86 100060.000 620.00 .00 .00 638.30 91200.00 651.67 .00 631.50 1.82 3.31 80106.16 67666.83 A- I T 6.11 2.38 13580.16 11961.73 636.9♦ 21100.00 616.99 .00 117.03 5 1 .77 31791.36 18003.09 T • 106600.000 1560.00 .00 .00 00 616 f4 31900.00 660.11 .00 /18.1 668.7/ 5.91 5.03 3.89 17666.07 21683.01 - • 101600.000 4560.00 .DO 136.96 48600.00 118.70 .00 651.99 3.46 2.80 65691.99 68197 .61 • 101600.000 /5fi0.00 .00 .00 .00 626.96 91200.00 631.95 .00 15773.56 104600.000 4560.00 .00 19100.00 617.32 .00 117.36 3.40 3.69 25741.49 3.66 32731.13 31413.16 105530.000 930.00 ,pp .00 636.90 547.90 64300.00 669.53 .00 448.58 4.40 1.66 3.62 ]6]11.]6 3 /160. /] T 1055]0.000 970.00 .00 ,00 626.90 53900.00 669.13 .00 449.18 451.75 1.66 3.99 37051.60 45166.91 305530.000 930.00 .00 .00 .00 131,10 97500.00 452.29 .00 105530.000 930.00 .00 167.56 .00 667.61 3.17 3.86 31581.34 11733.37 3.10 39105.18 17190.74 106080.000 550.00 .00 .00 121.30 30900.00 31700.00 168.93 .00 /68.86 3.60 1.11 3.16 31830.81 30310.06 T 306080.000 550.00 .00 • 00 131.30 611.10 37600.00 119.15 .00 119.19 151.64 2.89 3.30 56371.67 10616.69 106080.000 550.00 .00 .0 0 69000 133.10 .00 451.61 00 106080.000 950.00 .00 •00 449 19 9.07 2.44 11538.27 9222.06 . 441.14 .00 150.46 6.16 2. // 26629.93 15006.10 12249.19 110560.000 6500.00 .0D 43/.00 ]1700.00 150.]3 .00 150.93 1.19 2.15 38315.06 6/.95 130580.000 /500.00 .00 37100.00 /50.41 .00 453.71 2.16 3.11 /6965.91 Off T 130580.000 1500.00 4500.00 .00 .00 0 610006]1.00 626.0.00 151.6] .00 110580.000 .00 .00 PAGE 71 • 23JM94 .16141.14 T •• 10 38A8 ...... DISC9A BUMMA87 PBIMT0 TAB= 150 !'^ CM88L DITWBP DI97161 DIpEM$ TOPMID 1LC8 89CM0 D .00 1139.36 .00 - 95000.000 11600.00 .]6 DO .00 ,00 3999.51 .00 85000.000 76500.00 4]1.17 6 3.39.11 •00 00 .00 4299.44 .00 65000.000 11200.00 639.28 1.11 00 ,00 !31].39 .00 T 65000.000 86300.00 116.50 5.21 . .29 .00 1515.11 1560.00 16560.000 22600.00 636.10 .00 34 ,00 3245.13 1560.00 • 96560.000 36300.00 638.41 1.30 ,00 3666.63 1560.00 86560.000 66300.00 411.19 1•Df .31 71 .00' 3670.56 1560.00 • 96560.000 81300.00 616.66 5,15 . r - _.04 .00 1737.36 970.00 • 97530.000 36100.00 U6.OL .DD 03 .00 2326.79 970.00 • 87530.000 49900.00 1]9.54 3.37 0 0 3489.53 970.00 • 87530.000 /6100.00 139.5/ 1.13 .US 07 ,00 3177.66 970.00 • 87570.000 91200.00 444.71 5.17 .26 .00 917.37 170.00 87800.000 16100.00 .00 .00 1380.75 170.00 67800.000 39900.00 436.33 546.56 1.16 .00 1593.06 170.00 87800.000 68600.00 439.66 1 .07 .30 ,00 1611.63 270.00 87800.000 91200.00 161.71 S.07 .00 T 87869.000 31100.00 39.61 . • 10 .00 ,00 789.13 813.11 69.00 69.00 • 87969.000 79900.00 4 31.74 1 .11 10 100 159.39 69.00 87861.000 48600.00 639.]6 4 1 .07 . 01 ,00 1709.70 69.00 • 07069.000 11300.00 616.76 5.00 97870.000 11600.00 631.11 .00 .00 .00 ,00 791.39 063.16 1.00 1.00 •.. 87070.000 39900.00 638.19 1.17 .00 •00 059.54 1.00 87070.000 60100.00 139.76 1.01 4.17 .00 .03 .00 1709.05 1.00 • 07870.000 91700.00 161.71 • 29 .00 797.39 _ 90.00 87960.000 14400.00 436.71 . 2.41 .6S .00 850.30 90.00 87940.000 39900.00 439.13 .51 ,O0 067.31 90.00 67960.000 48100.00 440.16 1 5.43 .yy .00 1735.96 90.00 97940.000 91100.00 445.70 .01 .00 797.1 1.00 87961.000 11400.00 436.71 .00 • 0 0 850.13 5 1.00 07961.000 39900.00 439.16 1.12 .01 .00 877.37 1.00 /^ 97961.000 48600.00 440.16 1 .01 .00 1755.30 1.00 • 87961.000 11200.00 444.40 S. 14 .70 .00 39.00 98000.000 36400.00 436.76 . .04 • pp 776.65 770.01 39.00 86000.000 39900.00 639.30 1. .07 .00 1569.19 39.00 68DOO.000 48600.00 440.15 1.IS .09 •00 1609.11 39.00 88000.000 91300.00 446.62 4.17 .22 YAGO 79 1 33JO894 16,41,14 CMS6L DInmp DIrwS2 DIMS TOPMID 3LCB S8CM0 D .11 .00 769.15 30.00 88030.000 24400.00 436.87 .00 634.09 30.00 68030.000 39900.00 439.36 1.47 ,00 1566.41 10.00 08030.000 48600.00 410.69 1.15 .73 .00 1 678.91 20.00 P•• 19030.000 91300.00 446.95 6.36 .13 .04 .00 789.11 30.00 88050.000 24400.00 434.91 .00 7 .- 86050.000 39900.00 139.10 1.19 .07 .00 631.95 20.00 98050.000 96600.00 660.56 .16 .08 .00 1367.33 16]9.]6 20.00 30.00 88050.000 91200.00 116.93 6. ]fi 4 .07 .00 99160.000 21100.00 637.04 .00 .13 .00 654.57 110.00 '.. 98160.000 29900.00 439.63 1.59 .23 2.59 1450.00 110.00 98160.000 40600.00 110.83 1.19 .26 3.78 1450.00 110.00 89160.000 91200.00 617.07 6.25 .15 10.04 1430.00 110.00 69450.000 24400.00 430.03 .00 .98 .00 1649.57 290.00 • 08450.000 39900.00 440.97 2.95 1.34 2.95 2944.76 290.00 • 98450.000 48600.00 442.33 1.16 1.41 4.31 1956.16 290.00 • 68450.000 91200.00 448.24 6.01 1.16 10.21 3065.00 290.00 89330.000 24400.00 439.73 .00 1.70 .00 1202.52 760.00 99230.000 39900.00 442.14 2.42 1.17 2.42 $236.00 700.00 /" • 99130.000 48600.00 443.28 1.14 1.05 3.53 5418.01 780.00 _ • 99130.000 91300.00 440.84 3.53 .60 9.12 5416.08 780.00 90210.000 24400.00 440.40 .00 .39 .00 1689.33 960.00 90210.000 39900.00 442.54 3.13 .40 2.13 5319.11 980.00 !0210.000 40600.00 443.62 1.08 .33 3.21 5374.63 980.00 r. !0110.000 91200.00 119.00 5.30 .16 8.59 5444.00 980.00 91050.000 24400.00 441.18 .00 .79 .00 2051.36 840.00 91050.000 39900.00 442.96 '1.77 .41 1.77 4929.27 840.00 • 91050.000 40600.00 443.98 1.03 .37 2.80 5095.79 840.00 91050.000 91200.00 449.19 5.21 .19 8.01 5328.81 840.00 92050.000 24400.00 442.00 .00 .82 .00 1651.17 1000.00 • 92050.000 39900.00 443.69 1.68 .73 1.68 3845.47 1000.00 93050.000 49400.00 444.65 .96 .37 2.65 3990.13 1000.00 93050.000 91100.00 449.56 4.91 .37 7.56 4100.00 1000.00 93860.000 24400.00 442.40 .00 .40 .00 1046.67 830.00 92960.000 39900.00 444.06 1.65 .37 1.65 3179.65 830.00 91880.000 40600.00 445.02 .96 .37 2.61 3372.41 830.00 92960.000 91200.00 449.03 4.81 .26 7.42 3450.00 830.00 93660.000 11100.00 44].1] .00 .71 .00 626.26 700.00 9399 0.000 39900.00 441.63 1.33 .59 1.33 ' ]611.9] 180.00 93660.000 48600.00 445.63 .97 .61 2.51 4207.22 760.00 93660.000 91200.00 450,26 4.64 .43 7.11 6610.00 780.00 /^ 9908 80 13.744994 16841814 83=0 0 06830. DIPWS9 DIMS3 DIMS 3099'3D III.C9 /'^ • 93710.000 24400.00 443.93 .00 -.18 .00 630.00 50.00 - • 13710.000 31900.00 444.61 1.67 -.04 1.67 3400.18 50.00 03710.000 49600.00 445.60 .99 -.02 3.67 4118.65 50.00 03710.000 91200.00 450.26 4.66 .00 7.33 6650.00 50.00 !3750.000 24400.00 443.68 .00 .94 .00 698.59 40.00 • !3750.000 31900.00 444.73 .85 - .12 .85 3739.88 40.00 93730.000 49000.00 446.00 1.27 .40 2.12 4490.53 40.00 • 93750.000 01200.00 450.44 4.45 .19 6.37 6600.00 40.00 93700.000 24400.00 444.14 .00 .27 .00 714.34 30.00 • 93700.000 31900.00 445.86 1.71 1.13 1.71 4474.60 30.00 92780.000 48600.00 446.29 .44 .30 2.15 4534.44 30.00 93700.000 91200.00 450.49 4.19 .04 3.34 6600.00 30.00 92040.000 24400.00 444.89 .00 .74 .00 1050.00 60.00 93540.000 39900.00 444.35 1.37 .40 1.37 4972.04 60.00 1" • 93840.000 49600.00 446.68 .43 .39 1.79 5084.31 60.00 • 93940.000 91100.00 450.60 3.92 .11 5.71 6513.03 60.00 13990.000 24400.00 444.93 .00 .04 .00 1050.00 50.00 93690.000 39900.00 446.29 1.35 .03 1.35 4979.06 $0.00 93990.000 46600.00 446.71 .43 .03 1.78 5092.74 50.00 n 93890.000 91200.00 450.62 3.91 .02 5.69 3592.14 50.00 • 97710.000 24400.00 446.07 .00 1.14 .00 5204.14 3010.00 97710.000 39900.00 446.06 .80 .58 .60 7679.99 3830.00 • 97710.000 16600.00 447.34 .48 .63 1.26 7719.00 3820.00 • 97710.000 91300.00 450.95 3.61 .33 4.88 7719.00 3810.00 r 98460.000 24400.00 446.20 .00 .13 .00 5801.49 750.00 • 90460.000 39900.00 447.03 .83 .17 .83 7830.00 750.00 98460.000 48600.00 447.53 .50 .19 1.33 7830.00 750.00 • 98460.000 91200.00 451.07 3.55 .13 4.88 7830.00 750.00 99420.000 39100.00 446.13 .00 .33 .00 3630.78 960.00 • 99420.000 39600.00 47.36 .93 .33 .93 7673.13 960.00 9940.000 98600.00 4447.89 .53 .36 1 .47 7733.13 960.00 994390.000 91200.00 451.34 1.45 .37 4.12 8360.17 960.00 8� SUMMARY or ERRORS AND SPECIAL NOTES MWING BECNO. 66560.000 PROPTLE. 1 CONVEYARCE CUAMON OUTSIDE ACCEPTABLE RANGE AWING EECNO. 06660.000 PROFILE. 2 COMMANCE CNANGS OUTSIDE ACCYYTIUDIS BANGS 100060.000 24400.00 446.51 .00 .09 .00 8443.81 630.00 PROFILE. 100040.000 39900.00 447.49 .94 .13 .98 8871.80 620.00 100040.000 48600.00 448.04 .5S .15 1.53 8687.33 620.00 PROFILE. 100040.000 91200.00 451.47 3.43 .13 4.96 8900.00 620.00 • 104600.000 24400.00 448.99 ,00 .47 .00 7790.30 4560.00 PROFILE. • 104600.000 39900.00 648.13 3.13 .62 1.13 8339.05 4560.00 • 104600.000 48600.00 448.70 .59 .66 1.72 6500.31 4560.00 PROFILE. 104600.000 91300.00 451.95 3.35 .46 4.96 8633.00 4560.00 �'• • 234UR94 16141,14 PROPEL&. 2 CONVBTANCE CHANGE OUTSIDE ACCEPTABLE ERROR NAMING BROAD. PAGE B3 ' BECNO. G CNSZL DIPWSP DIFMST DIVANS TOPWID EI.CH Pr 105530.000 - 29100.00 447.32 .00 .34 .00 5504.67 930.00 PROFILE. 105530.000 44700.00 448.53 1.21 .41 1.21 3971.85 930.00 105530.000 52000.00 449.13 .60. .43 1.81 6011.25 930.00 PROFILE. 105530.000 97600.00 452.29 3.16 .34 4.97 - 7134.36 930.00 106080.000 20900.00 447.56 .00 .24 .00 5616.71 350.00 F'. 106080.000 31700.00 448.83 1.27 .31 1.37 5953.34 $50.00 j 106080.000 37400.00 449.45 .62 .32 1.99 6077.59 550.00 PROFILE. 104080.000 69000.00 452.61 3.16 .32 5.04 7368.82 550.00 110580.000 20900.00 449.14 .00 1.37 .00 6632.34 4500.00 PROpII3. 110580.000 31700.00 450.33 1.19 1.49 1.19 7016.07 4500.00 /. 110580.000 37400.00 450.88 .56 1.43 1.75 7163.63 4500.00 PROFILE. 110580.000 69000.00 453.67 2.79 1.06 4.53 7330.00 4500.00 1 WARNING SECHO. 97710.000 PROFILE. I CONVEYANCE CHANGE OUTBIDS ACCEPTABLE RANGE 2300X94 16,41.14 PAGE 82 SUMMARY or ERRORS AND SPECIAL NOTES MWING BECNO. 66560.000 PROPTLE. 1 CONVEYARCE CUAMON OUTSIDE ACCEPTABLE RANGE AWING EECNO. 06660.000 PROFILE. 2 COMMANCE CNANGS OUTSIDE ACCYYTIUDIS BANGS r WARNING ElCHO. 06560.000 PROFILE. 3 COXVEYRRCX CARBON OUTBIDS ACCEPTABLE RANGE TAMING BECNO. 86560.000 PROFILE. 4 CONVEYANCE CARBON OUTSIDE ACCEPTABLE SAMOA P'• WANING /E:NO. 87530.000 PROFILE. 1 CONVEYANCE CSRBOE OUTBIDS ACCEPTABLE RANGE NAMING BROAD. 87630.000 PROFILE. 2 CONVEYANCE CENSUS OUTSIDE ACCEPTABLE RANOR ` NARKING BECRO. 87530.000 PROFILE. 3 CONVEYANCE CARBON OUTSIDE ACCEPTABLE RANGE CANNING SEEN" 67530.000 PRO►ILB. 4 CONVHYRRCB CARBON OUTBIDS ACCXPTO8LE RANGE RANKING BECGO. 97869.000 PROFILE. 2 CONVETANCE CHARGE OUTSIDE ACCEPTABYS RANGE NAMING MCMO. 07069.000 PROFILE. 3 COV=XMCR CAANOE OUTSIDE ACCBPTABLB RANGE WARNING BECNO.. 87669.000 PROFILE. 4 CONVEYANCE CEANOE OUTSIDE ACCEPTABLR RANGE WARNING BXCXO. 27370.000 PROFILE. 6 COEVXYAAHCE CHANGE OUTSIDE ACCEPTABLA RANGE NAMING BSCWO. 87961.000 PROFILE. 4 CONVEYANCE ORANGE OUTSIDE ACCRPTAWA RANGE r WARNING BECNO. 89450.000 PROPEL&. 2 CONVBTANCE CHANGE OUTSIDE ACCEPTABLE ERROR NAMING BROAD. 80450.000 PROFILE. 3 CONVEYANCE ORANGE OUTSIDE ACCEPTABLE RARGS WARNING BRCBO. 28450.000 PROFILER 4 CONVSTANCE ORANGE OUTBIDS ACCEPTABLA RANGE Pr WARNING SAM" 99230.000 PROFILE. 1 CONVEYANCE CARBON OUTSIDE ACCEPTABLE RARGR WAMIHO BECBO. 89230.000 PROFILE. 2 CONVEYANCE CARBON OUTBIDS ACCEPTABLE ERROR WARMING BECHO. 89230.000 PROFXLX. 3 CONVEYANCE CRARGE OUTSIDE ACCEPTABLE RANGE MANNING SECWO. 89230.000 PROFILE. 4 CONVEYANCE CHMOX OUTSIDE ACCEPTABLE RANGE WARMING MCHO. 91050.000 PROFILE. 2 COHVEYARCX CHANGE *ONSIDE ACCEPTABLE MSOB I•. NARN3WG BECR6. 91060.006 PROPIIE. 3 CONVESAWCE ORANGE OUTBIRU ACCEPTABLE RANGE WARNING 8ECN0. 92050.000 PROPIIE. 1 CONVRYRRCE CHANGE OUTBIDS ACCEPTABLE MNas NAMING BRCNO. 92050.000 PROFILE. 3 CONVEYANCE CARBON OUTBIDS ACCEPTABLE RANGE NAMING SRCNO. 93710.000 PROFILE. I CONVEYANCH CHARGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93710.000 PROFILE. 2 CONVRYANCR CHANGE OUTSIDE ACCEPTABLE RANGE NAMING SXCNO. 93750.000 PROFILE. 2 CONVEYANCR ORANGE OUTSIDE ACCEPTABLE RARGE WARNING BNCRO. 93750.000 PROFILE. 3 CONVEYANCE CHINON OUTBIDS ACCEPTABLE RANGE WARNING BRCHO. 93750.000 PROFILE. 4 CONVEYAWCE CHANGE OUTSIDE ACCEPTABLE AMUR p. NAMING 86CN0. 93780.000 PROpII3. 2 COXVBYANCB CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SNCHO. 93940.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NAMING SWUNG. 93040.000 PROFILE. 2 CONVEYANCE CSMGE OUTBIDS ACCEPTABLE RANGE NAMING ARCED- 93840.000 PROFILE. 3 CONVEYANCE ORMUZ OUTBIDS ACCEPTABLE RANGE MARKING BECHO. 93840.000 PROFILE. 4 CONVEYANCE CHANGE OUTBIDS ACCEPTABLE RANCE WARNING SECHO. 97710.000 PROFILE. I CONVEYANCE CHANGE OUTBIDS ACCEPTABLE RANGE r P_ 99660.000 PROPILE. 1 CONVEYANCS CHAP" OUTBIDS ACCEPTAELE MN@ WARNING. BECNO. WARNING BECHO. 97710.000 PROFILE. 2 CONVEYANCE CHAN@ OVI6IDR ACCEPTABLE RANGE 'AMINO MCN0. 97710.000 ►ROPILY. 3 CONVRYANCZ CHANGE OUTSIDN ACCEPTABLE PANGS AMING BRCNO. 97710.000 PROPILS. l CONVEYANCE CHANGS OV28IDR ACCAPTAELE RAN@ 23JUN94 16461,14 PROPILE. 2 CONVEYANCE CHANGH OUTSIDE ACC6PTAELE PANGS PA@ 83 r PROPILE. 3 CONVEYANCE CHAN@ OUTSIDE ACCEPT2JLE RANGE P^ NAMING BRCHO. 99660.000 PROPILE. 1 CONVEYANCS CHAP" OUTBIDS ACCEPTAELE MN@ WARNING. BECNO. 98660.000 PROFILE. 2 CONVEYANCE CHANGE OUTBIDS ACCSPTABLY PANGS �. NAMING BECRO. 98660.000 PROPILN. 3 CONVBYAN@ CUANOS OUTSIDE ACCEPTABLE PANGS WARNING SSCNO. 98660.000 PROFILE. 6 CONVEYANCN CHANGN OUTBIOE ACC9PTABLE RAN@ WARNING SYCHO. 99620.000 PROPILE. 1 CONY APCY CHANGE OU78I0E ACCBPTMLN LUNGS WARNING BRCNO. 99620.000 PROPILE. 2 CONVEYANCE CHANGH OUTSIDE ACC6PTAELE PANGS NAMING BSCNO. 99620.000 PROPILE. 3 CONVEYANCE CHAN@ OUTSIDE ACCEPT2JLE RANGE P^ ' MASHING 88CN0. 106600.000 PROFILE• 1 CONVEYANCY CYAtlOY OUTBIDS ACCEPTASLf PANGS WARNING BSCHO. 106600.000 PRO►ILB. 2 CONVEYANCE CAM" OUTBIDN ACCYPTABLE RANGE PASSING SRCNO. 106600.000 PRO►ILB. I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAM@ r I'• r r f N 7 MWI RWA- • CONDITIONAL LETTER OF MAP REVISION REQUEST 18.9 ACRE SANDY LAKE ROAD PROPERTY CITY OF C®PP ELL, TEXAS (� �Dn /) NATHAN D. MAIER �f Iyl CONSULTING ENGINEERS, INC. - Dallas. Tax., (2141739-4741 OF•T� 9�9 . q � '• 'T 68883 o w s1 ANAL 7 30.7w, 7 NDM NATHAN D. MAR CONSULTING ENGINEERS. 1 July 30, 1996 7 Mr. Ken Griffin, P.E. 7 City Engineer, City of Coppell 255 Parkway Boulevard Coppell, Texas 75019 Subject: Floodplain Hydraulics Study Conditional Letter of Map Revision Request 18.9 acre Sandy Lake Road Property Dear Mr. Griffin: 7 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 7 the fioodplain 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 T 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 7 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 7 have any questions or need any additional information, please let us know. Thank you for your assistance. Sincerely, NATHAN D. MAIER CONSULTING ENGINEERS, INC. Mark D. Walter, P.E. 1 Three North Park / 8800 N. Central Expwy. /Suite 300 /Dallas, Texas 75231 / (214) 73V- 777A.4A 1 I TABLE OF CONTENTS F F INTRODUCTION .................................................................................... ..............................1 METHODOLOGY ................................................................................... ..............................2 11 RESULTS ................................................................................................ ..............................4 F CONCLUSIONS ..................................................................................... ..............................5 r 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 IL J ..................................................................................................... ....................GradingPlan 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 cfs for the 50 -year, 44,350 cfs for the 100 -year and 60,400 cfs 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 point` 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 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 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 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 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 I� 2 L7 i� 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. Ali 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. 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. 0 0 IF � , - 6>w 1 0 , 4 IN Project Site w o_ a �a y 'S. r b Cf� SANDY LAKE ROAD CARROLLTON ----� Pop 82,169 R J McInrnsh Park MALLARD ST J DALLAS ITY LIMIT COP LL CARR9LL70N CITY LIMIT CITY LIMIT NOT : 90000 - 71 7M 7�j GR 450 1000 442 1010 GR 440 2670 434 3300 GR 22JUL96 08:34:12 5835 438 6525 GR 445 7950 440.2 8630 GR 435 9442 434.4 9452 PAGE 1 r i 409.6 9645 GR 430.4 9715 430.4 9715 GR 440 9840 438 10004 X1 90880 a t� *++ + + + +++ + + ++ ++ +ttt +tt + ++ ++ ++ + + + ++ 7990 GR 438 THIS RUN EXECUTED 22JUL% 08:34:12 1920 4 EC -2 WATER SURFACE PROFILES 440.5 3500 436.5 3692 GR 448.5 4860 Version 4.6.2; May 1991 4920 GR 437.5 6835 439.5 7315 GR rt ••rrrrtttttr » +rrtr+rt »aat+ +rrr+ 7635 437 7725 GR 416.5 7866 414.5 T1 EXISTING CONDITIONS F1S MULTI-PROFILE MODEL GR 431.8 7970 441.3 7990 GR 441.8 T2 10-YR DISCHARGES 440 8245 GR 438 8600 445 8620 T3 ELM FORK TRINITY RIVER 429.4 8284 429.4 8512 438 8550 445 T4 ANALYSES BY NATHAN D. MAIER CONSULTING ENGINEERS, INC. IEFFISEXM.IH21 12915 450 13000 ' J1 ICHECK 1NO N1NV IDIR STNT METRIC HVINS O WSEL FO 2 439.3 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHN1M !TRACE 1 -1 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 OR 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 8600 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 - - --715 -p = 22JUL96 08:34:12 PAGE 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 GR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 4100 5300 GR GR 440.20 441.60 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 GR 446.90 6950 8700 440. 441.2 6965 8800 440 442.8 8250 446.5 8400 444 8600 GR 427 9135 412.7 9175 410.6 8940 9190 445.2 428 8970 443 9000 GR 430 9300 442.5 9320 440.9 9444 444.9 9235 9594 426 9260 GR 429.8 9864 439.1 9900 440 10010 445 10025 429.8 9634 445 14000 x1 92300 42 7703 7969 210 210 210 GR 438 1000 438 1580 438.6 2280 441.1 2710 438 GR 442.3 3820 438 4450 441.4 4800 437 5080 446.4 3080 5405 GR GR 437.8 437.3 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 GR 417.8 7703 7820 433.8 415.1 7718 7821 431.8 7757 427.6 7780 427.2 7804 GR 423.3 7875 430.1 7890 415.1 431.1 7862 7928 417.1 7863 421.6 7870 GR 439 7%9 440.7 8000 440 8158 434.9 440 7938 435.1 7951 GR 429.9 8250 429.9 8480 440 8520 440 8159 8700 440 8210 GR 445 12340 450 12580 445 8712 NC .07 .06 .06 xi 93620 49 8200 8380 2570 1420 1320. GR 445 1600 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 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 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 7560 437.5 7610 444 431 6660. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 7630. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 439 437.2 8200 GR 437.5 8420 439 8470 443.5 8620 444.5 9620 443.5 8391. 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 n g +g ra 2 22JUL96 08:34:12 PAGE 3 NC .3 .5 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 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220 GR 447 5420 443.5 5820 443.5 6120 445 6380 442 68W GR 445 7290 443.5 7860 441 7920 439.5 8010 437.5 8030 GR 431 8050 436.5 8)90 441.5 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 8810 446 8870 GR GR 446.5 445 9110 12720 445.5 9310 446 9610 445.5 10320 445 10420 445 12820 447 13120 450 13260 x1 93760 30 30 30 X2 1 NC .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 NONCE (MARCH 19%) x1 93810 67 8200 8450 50 50 50 GR 445 1000 445 1080 446 1181 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 GR 439 443.9 8450 %17 443.5 8590 443.6 8880 444.0 8905 444.0 9270 GR 444.0 10137 444.9 444.0 9714 10327 444.3 9767 444.0 9956 443.8 10114 GR 444 10650 444 10800 445.0 445 10394 445.6 10433 443 10540 GR 441 12200 439 12210 441 10930 12220 442.5 444 12000. 442.5 12110 GR 447 12840 450 12940. 12330. 443.5 12430 NC .07 .09 .06 .1 x1 97570 56 5490 5681 .3 2100 1700 3760 OR GR 450 442 600 1870 446 820 444 880 444 1150 442 1420 GR 444 4220 440 440 2180 4360 440 38x1 442 3820 444 4030 GR 440 5470 433 5490 440 423 5200 5525 442 5330 442 5460 GR 436 5630 440 5680 440 5920 423 442 5575 6000 433 5610 GR 440 6750 438 6830 438 7200 440 7350 442 433.2 6680 7360 GR 433.2 7440 440 7470 440 7500 442 8x%1 442 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 GR 450 12170 12100 22JUL96 08:34:12 PAGE 4 X1 98450 49 4035 4215 800 700 880 GR GR 451 442 1000 1840 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 443 3700 440.5 444.5 2500 3881 441.2 2925 442.5 3080 443 3181 GR 426 4180 443 4215 444.9 442.9 4000 4290 4453 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 7810 442 8200 443.6 8800 443.5 8900 440 446.5 7600 GR GR 446.5 9100 447.5 9185 447.3 9235 428.3 9265 428.5 9000 9305 GR 446 448 9325 447.5 9800 446 10400 446.9 10900 446.5 11000 11100 455 11200 457.5 11300 459.2 11420 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 3881 441.2 444.9 2925 4000 442.5 3080 443 3180 GR 428 4181 443 4215 442.9 4290 445.7 444.5 4035 428.9 4090 GR 443.4 5500 442.1 5600 442.5 5685 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 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9200 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 9455 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 1840 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 443 3700 440.5 444.5 2500 3880 441.2 2925 442.5 3080 443 3180 GR 430 4180 443 4215 4".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 %50 428.3 9680 428.5 9200 9720 GR GR 446 448 9740 447.5 9800 447 10400 446.9 10900 447 11000 11100 455 11200 457.5 11300 459.2 11420 X1 103060 % 3333. 3533. 1850.0 1775.0 3020.0 GR GR 455.5 444.8 1000. 1630. 4513 1023. 448.7 1146. 447.7 1154. 446.6 1229. GR 446.6 2479. 444.9 447.5 1638. 2599. 446.0 1646. 445.7 2153. 445.8 2245. GR 445.2 2946. 448.3 3061. 447.9 448.3 2675. 448.0 2746. 445.2 2846. GR 449.6 3333. 438.7 3385. 434.9 3075. 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 3605. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880. 444.0 4664. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 446.4 4962. GR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444.4 5416. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 444.0 5891. GR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 443.2 6353. GR 444.2 7408. 444.8 7823. 445.2 7947. 444.7 7992. 444.2 7402. GR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. 444.3 446.6 8019. GR 447.4- 8770. 447.4 8819. 437.9 8848. 438.1 W. 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 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 GR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8800 GR 446.5 9050 455 9660 22JOL96 08:34:12 PAGE 29 SECNO %LCH ELTRD ELLC ELM1N 0 CVSEL CR1YS EG 10 +KS VCH AREA .01K 93760.000 93760.000 30.00 30.00 443.50 443.50 444.60 414.50 24300.00 442.49 .00 442.95 50.38 5.99 5111.22 3423.69 93760.000 30.00 443.50 444.60 444.60 414.50 414.50 37100.00 44350.00 444.16 445.04 .00 444.43 52.14 5.25 10206.48 5137.85 93760.000 30.00 443.50 444.60 414.50 60400.00 446.83 .00 445.21 446.91 39.97 4.30 14365.93 7014.94 .00 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 .00 445.29 446.94 4.92 3.51 30216.79 19992.19 .00 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 .00 446.01 447.46 2.00 2.20 47703.45 31334.43 .00 1.75 2.18 64060.29 45624.77 • 98450.000 • 98450.000 880.00 880.00 .00 .00 426.00 24300.00 444.24 .00 444.31 5.90 3.34 18523.09 10001.23 + 98450.000 880.00 .00 .00 .00 .00 426.00 426.00 37100.00 44350.00 445.55 446.20 .00 445.61 5.16 3.27 28885.29 16339.70 • 98450.000 880.00 .00 .00 426.00 60400.00 447.62 .00 446.25 447.66 4.79 3.24 34140.63 20268.05 .00 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 .00 428.00 37100.00 445.92 •00 445 4.03 2.75 32812.79 18479.33 99280.000 830.00 .00 .00 428.00 44350.00 446.55 .00 446.58 3.85 2.77 38004.42 22606.54 .00 .00 428.00 60400.00 447.90 .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 .00 428.30 37100.00 446.22 .00 446.25 3.72 2.49 33981.18 19227.98 100040.000 760.00 .00 .00 428.30 44350.00 446.83 .00 446.86 3.60 2.53 39122.02 23377.81 .00 .00 30 428.00.00 604 448.15 .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 37100.00 447.59 .00 447.69 17.82 4.55 19944.28 8787.84 • 103060.000 3020.00 .00 .00 .00 .00 430.00 430.00 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 .00 420.00 420.00 37100.00 44350.00 450.11 450.57 .00 450.15 9.05 3.03 23322.% 12335.01 106080.000 3020.00 .00 .00 420.00 60400.00 451.45 .00 450.62 451.52 9.70 3.19 26212.32 14237.86 .00 10.74 3.45 32407.57 18433.44 22JUL96 08:34:12 PAGE 28 **•*•• •tft * * * * * * * * * tR } * * * * * * * * * * *• THIS RUN EXECUTED 22JUL96 08:34:15 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ftfit ff Hf1f }} **RR }kf }H }Rf } }717777} NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SECHO XLCH ELTRD ELLC ELMIN 0 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 • .00 •00 .00 .00 .00 409.60 409.60 37100.00 44350. 00 441.80 443 00 . .40 441.86 5.85 2.81 24447.14 15340.65 90000.000 .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 90880.000 90880.000 880.00 880.00 .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 .00 .00 414.50 414.50 37100.00 44350.00 442.14 443.59 .00 442.19 4.14 2.39 27391.50 18244.21 90880.000 880,00 .DD .00 414.50 60400.00 446,01 .00 443.63 2.77 2.08 36424.64 26633.54 .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 1D348. 14 92090.000 1210.00 .00 .00 .00 .00 410.60 410.60 37100.00 44350.00 442.60 443.90 .00 442.66 4.34 2.39 26899.09 17804.15 92090.000 121D.00 .00 .00 410.60 60400.00 446.20 .00 443.% 3.00 2.09 36959.99 25610.68 .00 446.22 1.75 1.75 61190.09 45595.37 92300.000 92300.000 210.00 210.00 .00 .00 415.10 24300.00 440.85 .00 440.92 4.98 2.37 18273.26 10894.23 92300.000 210.00 .W .00 415.10 415.10 37100.00 442.70 .00 442.74 3.50 2.17 31155.26 19832.31 92300.000 210.00 .DO ,00 ,00 .00 415.10 44350.00 60400.00 443.97 446.24 .00 444.00 2.48 1.93 40513.61 28180.75 .00 446.26 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 10.91 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 .00 444.64 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 .00 .00 431.00 431.00 37100.00 44350.00 443.82 444.82 .00 443.93 18.47 4.05 16722.76 8631,77 93670.000 50.00 .00 .00 431,00 60400.00 446.75 .00 444.89 446.78 11.08 3.41 25386.66 13324.71 .00 4.93 2.61 45478.22 271 96.46 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 44350.00 443.88 .00 444,23 62,09 54 .9 9052.19 4708.26 �' 93730,000 60,00 443.50 444,60 414.50 60400.00 4".88 446.77 .00 445.07 45.34 A . 13447.87 6586.68 .00 446.85 17.11 2.70 29733.11 14602.01 22JUL96 08 :49:53 tt ttRRRt lRlRitttRRRRttttttttttltt!!t! HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 Riiiikiiitit kl iiiilif itlRN M!!tlH!• 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.IH2I J1 ICHECK IND NINV IOIR STRT METRIC HVINS p WSEL Fp 2 443.41 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IOU CHNIN 1TRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 200 NC .08 .06 .075 .1 .3 QT 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 9147 447.5 6950 444.8 7480 GR 435 9442 434.4 9452 431.4 9522 439 431 9342 9557 438 9412 GR 409.6 9591 409.6 9645 415.9 9647 427.4 9670 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 440 2640 436.9 2870 GR 448.5 4860 462.2 3692 4920 438.5 4080 438.5 4440 445.1 4510 GR 437.5 6835 439.5 7315 457 440 5530 7510 444 5860 437 6165 GR 438 7635 437 7725 435 7760 440 434.5 7585 7783 439 7600 GR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 432.9 430.4 7833 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 GR 438 8600 445 8620 445 12805 445 12915 450 13000 22j,_.6 08:49:53 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 GR 440.20 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 GR 441.60 6950 440. 6 %5 440 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 ET 4.1 2550 8710 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 6712 GR 445 12340 450 12580 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. 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 ET 4.1 2950 8650 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 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. 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. I 1 1 I I 1 --71 _-] = , - ---- = = ==1 2. i6 08:49:53 PAGE 3 NC .3 .5 ET 4.1 3000 8800 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 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220, OR 447 5420 443.5 5820 443.5 6120 445 6380 442 6090 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 OR 446.5 9110 445.5 9310 446 %10 445.5 10320 445 10420 GR 445 12720 445 12820 447 13120 450 13260 ET 4.1 3000 8800 X1 93760 30 30 30 X2 1 MC .07 .07 .06 ET 4.1 2900 8650 SANDY LAKE RD PROPERTY LOCATED IN RT OVERBANK FROM GR STATIONS 8880 TO 10433 REPLACEMENT GR POINTS BASED ON FIELD SURVEY BY NONCE (MARCH 1996) X1 93810 67 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 OR 418 8230 420 8260 414.5 8280 437.5 8380 439 8400 GR 439 8450 443.5 8590 643.6 8880 444.0 8905 444.0 9270 GR 443.9 9617 444.9 9714 444.3 9767 444.0 9956 443.8 10114 GR 444.0 10137 444.0 10327 445.0 10394 445.6 10433 443 10540 GR 444 10650 444 10800 445 10930 442.5 12000. 442.5 12110 OR 441 12200 439 12210 441 12220 444 12330. 443.5 12430 GR 447 12840 450 12940. NC .07 .09 .06 .1 .3 ET 4.1 3100 10700 X1 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 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 -� 22JUL96 08:49:53 PAGE 4 GR 442 GR 428 GR 446 GR 450 ET X1 98450 GR 451 GR 442 GR 443 GR 426 GR 443.4 GR 442.5 GR 441.6 GR 446.5 GR 446 GR 448 ET X1 99280 GR 451 GR 442 GR 443 GR 428 GR 443.4 GR 442.5 GR 441.6 GR 446.5 GR 446 GR 448 ET %1 100040 GR 451 GR 442 GR 443 GR 430 GR 443.4 GR 442.5 GR 441.6 GR 446.5 GR 446 GR 448 ET %1 103060 GR 455.5 GR 444.8 GR 446.6 GR 445.2 GR 449.6 GR 439.9 GR 448.4 GR 444.3 8350 9670 10005 12170 49 1000 1840 3700 4180 5500 6800 7800 9100 9325 11100 49 1000 1840 3700 4180 5500 6800 7800 9300 9475 11100 49 1000 1840 3700 4180 5500 6800 7800 9350 9740 11100 96 1000. 1630. 2479. 2946. 3333. 3498. 3656. 4700. 442 9230 444 9520 428 9685 434 9700 446.3 10275 446 10560 4.1 1930 9480 4035 4215 800 444 1030 441.5 440.5 2500 441.2 444.5 3880 444.9 443 4215 442.9 442.1 5600 444.5 441.4 7000 440.2 442 8200 443.6 447.5 9185 447.3 447.5 9800 446 455 11200 457.5 4.1 2690 9530 4035 4215 750 444 1030 441.5 440.5 2500 441.2 444.5 3880 444.9 443 4215 442.9 442.1 5600 442.5 441.4 7000 440.2 442 8200 443.6 447.5 9335 447.3 447.5 9800 447 455 11200 457.5 4.1 2300 9750 4035 4215 760 444 1030 441.5 440.5 2500 441.2 444.5 3880 444.9 443 4215 442.9 442.1 5600 444.5 441.4 7000 440.2 442 8200 443.6 447.5 9600 447.3 447.5 9800 447 455 11200 457.5 4.1 2840 9700 3333. 3533. 1850.0 451.7 1023. 448.7 444.9 1638. 446.0 447.5 2599. 447.9 448.3 3061: 448.3 438.7 3385. 434.9 447.5 3533. 448.2 448.5 3703. 447.6 445.3 4782. 445.6 440 9630 434 440 9710 444 446 11000 446 700 880 445.8 1146. 1190 439.7 1200 439.7 2925 442.5 3080 443 4000 445.7 4035 426.9 4290 444.5 4390 442.9 5685 443 6640 442.5 7115 439.8 7500 440 8800 443.5 8900 446.5 9235 428.3 9265 428.5 10400 446.9 10900 446.5 11300 459.2 11420 750 830 1190 439.7 1200 439.7 2925 442.5 3080 443 4000 445.7 4035 428.9 4290 444.5 4390 442.9 5685 443 6640 442.5 7115 439.8 7500 440 8800 443.5 8900 446.5 9385 428.3 9415 428.5 10400 446.9 10900 447 11300 459.2 11420 760 760 1190 439.7 1200 439.7 2925 442.5 3080 443 4000 445.7 4035 430.9 4290 444.5 4390 442.9 5685 443 6640 442.5 7115 439.8 7500 440 8800 443.5 8900 446.5 9650 428.3 9680 428.5 10400 446.9 10900 447 11300 459.2 11420 1775.0 3020.0 445.8 1146. 447.7 1154. 1646. 445.7 2153. 2675. 448.0 2746. 3075. 449.0 3213. 3438. 431.4 3449. 3574. 446.5 3584. 3851. 446.6 4531. 4870. 445.5 4880. 9655 9760 12100 1830 3180 4090 5415 6700 7600 9000 9305 11000 1830 3180 4090 5415 6700 7600 9200 9455 11000 1830 3180 4090 5415 6700 7600 9200 9720 11000 446.6 1229. 445.8 2245. 445.2 2846. 449.2 3306. 430.0 3470. 446.9 3605. 444.0 4664. 446.4 4962. :77T = - 7777 "7 - 71 771 =1 (7n r-j ?wn F!!!!l pow, #wm1 pjg -1 22JUL96 08:49:53 PAGE 5 OR OR 444.7 443.8 5302. 5549. 443,9 442.3 S35C 442,7 5364. 442.6 5405. 444.4 5416. GR 443.8 5949. 444.0 5560. 6047. 4423 5570. 443.8 5580. 444,0 5891. OR 443.3 6727. 443.5 6825. 443.8 443.6 6208. 443.7 6241. 443.2 6353. OR 444.2 7408. 444.8 7823. 445.2 6846. 7947. 444,2 444.7 7019. 444.2 7402. E OR 444.6 8089. 445.4 8173. 446,5 8381. 446.5 7992, 8527. 444 may. R OR 447.4 8770. 447.4 6819. 437.9 8848. 438.1 8887. 446.6 8564. OR OR 447.8 447.8 8964. 9315. 447.8 9089. 445.0 9182. 446.4 9223. 446.9 447.1 8906. 9285. OR 444.9 9460. 439,8 447.6 9326. 9490. 433.2 9367. 439.7 9398. 440.9 9439. OR 447.5 10034. 448,0 10132. 447,4 449,4 9548. 10229. 447.3 9655, 446.6 9912. OR 457,1 10540. 453.6 10326. 455.5 10423. ET 4.1 2580 8630 X1 106080 52 2630, 2850. 1850,0 1775.0 3020.0 OR OR 460 447.5 1000 2290 453.5 447.5 1160 2360 450 1440 451 1870 453 2220 OR 432.5 2740 430 2760 453.5 444 2440 453.5 2630 439.5 2730 OR 450 2900 453 2970 451 2800 3160 452 450 2650 453.5 2890 OR 449 4150 445.5 4570 444 4620 441.5 3820 4630 445 3950 OR 445 4680 444 4810 441 4820 441 4830 441 5 4670 OR 446 5450 447 6070 446,5 6610 446,5 7020 444 447 4840 OR 445 7210 446.5 7360 446.5 7740 448,5 8250 443 7140 OR 446 8380 447.5 8440 449 8470 433 8480 8340 OR 433 8550 435.5 8590 443,5 8610 449 8640 420 448.5 8520 OR 446.5 9050 455 9660 8800 -AN __7 -777 _ - 77 - =I `77 71 � =1 �j `v' rn ffn romm) 22JUL96 08:49:53 iiftttttitf tt RfRt if Rf #RRRitfittRffitt NEC -2 MATER SURFACE PROFILES Version 4.6.2; May 1991 tti H ttRf RR RRR Hf itf i#f #tttlMtl Hfft PAGE 17 V voll O PMA vriA n 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 EG TOPVID OL08 443.44 7382.51 25826.67 443.62 3503.30 13120.16 443.64 6232.86 25175.55 444.02 4351.52 21246.03 443.95 7951.15 23979.18 444.43 5639.61 19852.05 444.01 7437.88 26019.95 444.51 5943.04 23040.09 444.84 7348.31 24532.09 445.51 4332.35 21062.16 444.90 9698.05 32618.10 445.58 4349.72 31879.36 445.08 5236.82 29073.23 445.75 4301.87 28070.52 445.21 7802.20 30020.58 445.86 4325.71 28681.73 445.29 10033.71 25228.02 445.94 4574.86 23786.94 446.02 9184.27 20450.29 446.85 7600.00 14864.85 446.25 8317.12 18400.07 447.08 7459.65 13340.44 OCH 12064.08 20393.52 9135.12 10883.50 10363.64 12313.36 8234.46 9393.96 17351.43 20910.57 7883.18 11381.97 15276.77 16279.48 14318.74 15668.27 14781.41 19413.95 6685.84 7436.00 8844.24 9122.80 OROB 6459.25 10836.33 10039.33 12220.47 10007.18 12184.59 10095.58 11915.96 2466.47 2377.27 3848.72 1068.68 .00 .00 10.69 .00 4340.58 1149.11 17213.86 22049.15 17105.69 21886.76 PERENC STENCL .00 .00 5740.00 4950.00 .00 .00 5715.00 2900.00 .00 .00 6120.00 3900.00 .00 .00 6160.00 2550.00 .00 .00 5700.00 2950.00 .00 .00 5700.00 2950.00 .00 .00 5800.00 3000.00 .00 .00 5800.00 3000.00 .00 .00 5750.00 2900.00 .00 .00 7600.00 3100.00 .00 .00 7550.00 1930.00 STCHL 9412.00 9412.00 7725.00 7725.00 9000.00 9000.00 7703.00 7703.00 8200.00 8200.00 8200.00 8200.00 6490.00 8490.00 8490.00 8490.00 8200.00 8200.00 5490.00 5490.00 4035.00 4035.00 STCHR STENCH 9733.00 .00 9733.00 10690.00 7990.00 .00 7990.00 8615.00 9320.00 .00 9320.00 10020.00 7969.00 .00 7969.00 8710.00 8380.00 .00 8380.00 8650.00 8470.00 .00 6470.00 8650.00 8800.00 .00 8800.00 8800.00 8800.00 .00 8800.00 8800.00 8450.00 .00 6450.00 8650.00 5680.OD .00 5680.00 10700.00 4215.00 .00 4215.00 9480.00 SECNO CVSEL DIFKVS 90000.000 443.41 .DO 90000.000 443.49 .DB 90880.000 443.60 .00 • 90880.000 443.97 .36 92090.000 443.91 .00 92090.000 444.38 .47 92300.000 443.98 .00 92300.000 444.47 .49 • 93620.000 444.69 .00 • 93620.000 445.26 .57 93670.000 444.82 .00 93670.000 445.43 .61 • 93730.000 444.88 .00 " 93730.000 445.56 .68 93760.000 445.04 .00 • 93760.000 445.68 .64 • 93810.000 445.21 .00 • 93810.000 445.78 .57 * 97570.000 446.00 - .00 " 97570.000 446.82 .83 0 98450.000 446.20 .00 98450.000 447.03 .83 EG TOPVID OL08 443.44 7382.51 25826.67 443.62 3503.30 13120.16 443.64 6232.86 25175.55 444.02 4351.52 21246.03 443.95 7951.15 23979.18 444.43 5639.61 19852.05 444.01 7437.88 26019.95 444.51 5943.04 23040.09 444.84 7348.31 24532.09 445.51 4332.35 21062.16 444.90 9698.05 32618.10 445.58 4349.72 31879.36 445.08 5236.82 29073.23 445.75 4301.87 28070.52 445.21 7802.20 30020.58 445.86 4325.71 28681.73 445.29 10033.71 25228.02 445.94 4574.86 23786.94 446.02 9184.27 20450.29 446.85 7600.00 14864.85 446.25 8317.12 18400.07 447.08 7459.65 13340.44 OCH 12064.08 20393.52 9135.12 10883.50 10363.64 12313.36 8234.46 9393.96 17351.43 20910.57 7883.18 11381.97 15276.77 16279.48 14318.74 15668.27 14781.41 19413.95 6685.84 7436.00 8844.24 9122.80 OROB 6459.25 10836.33 10039.33 12220.47 10007.18 12184.59 10095.58 11915.96 2466.47 2377.27 3848.72 1068.68 .00 .00 10.69 .00 4340.58 1149.11 17213.86 22049.15 17105.69 21886.76 PERENC STENCL .00 .00 5740.00 4950.00 .00 .00 5715.00 2900.00 .00 .00 6120.00 3900.00 .00 .00 6160.00 2550.00 .00 .00 5700.00 2950.00 .00 .00 5700.00 2950.00 .00 .00 5800.00 3000.00 .00 .00 5800.00 3000.00 .00 .00 5750.00 2900.00 .00 .00 7600.00 3100.00 .00 .00 7550.00 1930.00 STCHL 9412.00 9412.00 7725.00 7725.00 9000.00 9000.00 7703.00 7703.00 8200.00 8200.00 8200.00 8200.00 6490.00 8490.00 8490.00 8490.00 8200.00 8200.00 5490.00 5490.00 4035.00 4035.00 STCHR STENCH 9733.00 .00 9733.00 10690.00 7990.00 .00 7990.00 8615.00 9320.00 .00 9320.00 10020.00 7969.00 .00 7969.00 8710.00 8380.00 .00 8380.00 8650.00 8470.00 .00 6470.00 8650.00 8800.00 .00 8800.00 8800.00 8800.00 .00 8800.00 8800.00 8450.00 .00 6450.00 8650.00 5680.OD .00 5680.00 10700.00 4215.00 .00 4215.00 9480.00 22JULYO 08:49:53 PAGE 78 -� -- - - SECHO CVSEL DIFKYS EG TQPYID GLOB GCH GR08 PERENC STENCL STCHL STCHR STENCR 99280.000 99280.000 446.55 447.38 .00 446.58 8189.99 18489.77 6985.19 16875.04 ,00 .83 447.42 6&04.38 8035.80 8540.16 27774.04 6840.00 2690.00 4035.00 4215.00 9530.00 100040.000 100040.000 446.84 447.71 .00 446.86 8538.77 19571.45 5837.85 18940.71 .00 4035.00 4215.00 .87 447.74 7450.00 12038.22 6600.47 25711.31 7450.00 .00 2300.00 4035.00 4215.00 .00 9750.00 + 103060.000 + 103060.000 448.11 448.88 .00 448.20 8577.65 5197.49 8263.97 30&88.53 .00 .00 3333.00 3533.00 .76 448.95 6712.46 966,96 7889.76 35493.29 6860.00 2840.00 3333.00 3533.00 .00 9700.00 106080.00D 106080.000 450.57 450.88 .00 450.62 6543.06 431.47 5250.64 38667.68 ,Op .37 450.94 5610.36 .00 5272.24 39077.76 6050.00 2580.00 2630.00 2850.00 8630,00 I r FLOODWAY DUPLICATION MODEL ♦.rr••rr rrr♦ +♦rr• +rrrra+r• + + + +r+rr »errrrr++ • REC -2 WATER SURFACE PROFILES * Vaision 9.6.2, May 3991 • + RUN DATE 20SAN99 TIME 16:14:12 +rrr++r••r++r• + + +• + +x+r++rrrr r••r r+r +rrr♦++r a+ DUPLICATION MODEL rte+ 0— r I I rrr r++++e++r r r r «r•r r +r+ +++x++++ ++++rr• • U.S. ARMY CORPS OF ENGINRERS • HYDROLOGIC ENGINEERING CENTER + • 609 SECOND STREET, SUITE 0 • DAVIS, CALIFORNIA 95616 -4687 r • (916) 756 -1104 • err ♦+ ++ ++ rr•rr•♦rr•rrrr+r♦xrrrrrrrrrrr :7 x x - x x x x x x x x x x x x ... xxxxXxx xxxx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx rte+ 0— r I I rrr r++++e++r r r r «r•r r +r+ +++x++++ ++++rr• • U.S. ARMY CORPS OF ENGINRERS • HYDROLOGIC ENGINEERING CENTER + • 609 SECOND STREET, SUITE 0 • DAVIS, CALIFORNIA 95616 -4687 r • (916) 756 -1104 • err ♦+ ++ ++ rr•rr•♦rr•rrrr+r♦xrrrrrrrrrrr :7 n 20SAN99 16:34:12 DUPLICATION MODEL PAGE 1 THIS RUN EXECUTED 20SAN99 16:34:12 I r I ...... ..r...... ... +..... ♦ .... ........ NBC -2 WATER SURFACE PROFILES Version 4.6.2: May r.. r.. ..rr...♦ u........- 1991 .rre......... r TS DUPLICATION OF EFFECTIVE PIS FLOODNAY MODEL T2 100 -YR DISCHARGES - NATURAL PROFILE TS ELM FORK TRINITY RIVER IEFFISDPF.IH21 r S1 ICHECK INQ NINV IDLR STRT METRIC HVINS Q N98L FQ 2 443.41 r+ 32 NPROF IPLOT PRPVS XSSN XSeCH FN ALLDC IBN CHNIM ITRACH 1 -1 S3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 43 50 42 26 4 S3 54 SS LPRNT .WMBEC .......... QUESTED SECTION NOMBERS ........ n -la -lo NC .09 .06 .0'15 .1 .3 QT 2 44350 44350 ST 4.1 4950 10690 X1 90000 40 9412 9733 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 GR 440 2670 434 3300 434 3575 440 4360 446.7 5330 GR 438 5835 438 6525 416.1 6780 447.5 6950 444.8 7490 OR 445 7950 440.2 8630 448 9147 439 9342 418 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 9669 GR 430.4 9715 430.4 9715 440.5 9733 440 9760 441.2 9810 GR 440 9840 436 10004 436 10690 445 10765 445 14855 ST 4.1 2900 4615 X1 90880 45 7725 7990 500 760 880 OR 438 1000 438 1920 440 2230 440 2640 436.9 2870 OR 440.5 3500 436.5 3692 438.5 4060 438.5 4440 445.1 4510 OR 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 43a 7615 437 7725 435 7760 434.5 7723 432.9 7833 GR 416.5 7856 414.5 7867 414.5 7939 416.5 7940 430.4 7959 GR 431.8 7970 441.1 7990 440.7 8046 440.7 8050 441.8 8099 OR 441.8 8100 440 8245 429.4 8284 429.4 851E 438 8550 GR 436 6600 445 8620 445 12805 445 12915 450 13000 I r I DUPLI C'ASSON MODEL 20SAN99 16:34:12 PAGR 2 4� 4.1 3900 10020 82 92090 45 9000 9320 964 1234 1210 X1 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 /+ OR 452.80 1800 442.50 2100. 437.6 2500 438.9 3475 439.8 4100 OR 441.50 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 OR 440.2 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 OR OR 440.20 441.60 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 n 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 419.1 9900 440 10010 44S 10025 445 14000 gI 4.1 2550 8710 %1 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 5080 446.4 5405 OR 437.8 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 OR 437.3 7703 433.6 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 7675 430.1 7990 431.1 7928 434.9 7938 435.1 7951 OR 439 7969 440.7 8000 440 8158 440 8159 440 8210 OR 429.9 8250 429.9 8480 440 8520 440 6700 445 8712 OR 445 L2340 450 12580 NO .07 .06 .06 85 4.1 2950 8650 XS 93620 49 8200 8380 2570 1420 1320. OR 445 1000 445 1080 446 1180 446 1240 441 153D 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 SS90 444.5 9620 443.5 10000 442 10140. OR 445 10220 445 12430 447 12840 450 12940. NC .07 .1 .06 RS 4.1 2950 8650 %1 93670 59 8200 8470. 50 50 50. OR 44S 1000 445 LO80 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 8200. OR 437.5 8225 437.5 6274 434 8275 434.3 8390 437.2 8391. OR 437.5 8420 419 8470 443.5 8620 444.5 9620 443.5 10000. OR 442 10140 443 IOS40 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. DUPLICATION MODEL PAGE 3 20TAN99 16:34:12 r .3 .5 NC 4.1 3000 BBOo a• ST 93730 44. 8490 8800 60 60 60. %1 8490 443.5 439.6 8800 448.5 444.6 BT 2 1420 447 1620 443 2020 442 2480 OR 450 1000 447 3820 450 4420 451 4820 447 5220. OR 441.5 3620 442 6120 445 6380 442 6890 OR 447 5420 443.5 5820 443.5 445 7290 443.5 7860 441 7920 439.5 6010 437.5 8030 OR 436.5 8090 441.5 8110 444 8120 443.5 8170 OR 431 8050 8490. 439.6 8490 436 8640 418 8650 OR 443 6370 443.5 444.6 8800 448.5 8800 446 8870 OR 420 6670 414.5 8700 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 OR 445 12720 445 12820 447 13120 450 L3260 OR 4.1 3000 8800 ET 30 30 30 %1 93760 1 %2 NC .07 .07 .06 ET 4.1 2900 8650 %i 93810 SB 8200 8450 50 50 50 445 1000 445 1080 446 1180 446 1240 441 1530 OR OR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 443 3720 446.5 1810 449.5 4200 449.5 4520 446.5 4710 OR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470 OR 5760 445 5970 444 6260 442 6470 444 6660 OR OR 442.5 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 e+ 436.5 7670 441.5 7690 440.5 7630 441 7940 439.5 8200 OR OR 418 8230 420 8260 414.5 8280 437.5 8380 439 8400 439 8450 443.5 8590 444.5 9620 443.5 10000 442 10140 OR OR 443 10540 444 10650 444 10800 445 10930 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 .1 ET 4.1 3100 10700 %1 97570 56 5490 5680 2100 1700 3760 OR 450 600 446 820 444 880 444 1150 442 1420 OR 442 1870 440 2100 440 3900 442 3820 444 4030 OR 444 4220 440 4360 440 5200 442 5330 442 5460 OR 440 5470 433 5490 423 5525 423 5575 433 5610 OR 436 5630 440 5660 440 5920 442 6000 442 6660 P� OR 440 6750 438 6830 478 7200 440 7350 433.2 7360 OR 433.2 7440 440 7470 440 7500 442 8000 442 8150 OR 440 8160 440 6175 433.2 8200 433.2 8265 440 8270 OR 442 8350 442 9230 444 9530 440 9630 434 9655 OR 428 9670 428 9685 434 9700 440 9710 444 9760 r OR 446 10005 446.3 10275 446 10560 446 11000 446 12100 OR 450 12170 t r A I'• DUPLICATION MODEL r I 20JM99 16:34:12 PAGE 4 n 6T 4.1 1930 9480 C1 90450 49 4035 4215 800 700 080 8� OR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1810 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 OR 426 4100 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 r 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 9000 GR 446.5 9100 447.5 9185 447.3 9235 428.3 9255 428.5 9305 GR 446 9325 447.5 9800 446 10400 446.9 10900 446.5 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 ST 4.1 2690 9530 X1 99280 49 4035 4215 750 750 830 OR 451 1000 444 L030 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 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 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 OR 448 L1100 455 11200 457.5 11300 459.2 11420 ET 4.1 2300 9750 %1 100040 49 4035 4215 760 760 760 OR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1630 OR 442 1040 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3800 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 7125 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 OR 446.S 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447.5 9600 447 10400 446.9 10900 447 11000 r. GR 448 11100 455 11200 457.5 11300 459.2 11420 ST 4.1 2840 9700 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. 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. GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449.2 3106. OR 449.6 3333. 438.7 3385. 434.9 3418. 431.4 3449. 430.0 3470. OR 439.9 1496. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3605. r OR 448.4 3656. 448.5 3703. 447.6 3651. 446.6 4531. 444.0 4664. OR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4860. 446.4 4962. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 S416. GR 443.8 5549. 442.3 5560. 442.3 5570. 441.0 5580. 444.0 5891. GR 443.8 5949. 444.0 6047. 443.8 6209. 441.7 6241. 443.2 6353. r GR 443.3 6727. 441.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. r I DUPLICATION MODEL 20SAN99 16:34:12 PAGE 5 OR GR GR GR OR GR OR 444.2 444.6 447.4 447.8 447.6 444.9 447.5 7408, 8089. 8770. 8964. 9315, 9460. 10034. 444.8 445.4 447.4 447.8 439.8 447.6 448.0 7823. 8173. 8819. 9089. 9326. 9490. 10132. 445.2 446.5 437.9 445.0 433.2 447.4 449.4 7947. 8361. 8648. 9162. 9367. 9548. 10229. 444.7 446.5 438.1 446.4 439.7 447.3 453.6 7992. 8527. 8887. 9223. 9398. 9655. 10326. 444.3 446.6 446.9 447.1 440.9 446.6 455.5 8019. 6564. 8906. 9285. 9439. 9912. 10423. GR 457.1 10540. ST 4.1 2580 6630 :[1 106080 52 2630. 2650. 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 410 2760 444 2800 452 2650 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 OR 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 GR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 8340 OR 446 8180 447.5 8440 449 6470 433 8480 420 8520 GR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8600 OR 446.5 9050 455 9660 r DUPLICATION MODEL IOJAN99 16:34:13 1^" TS DUPLICATION OF EFFECTIVE FIS FLOODWAY MODEL TI 100 -YR DISCHARGES - ENCROACHED PROFILE TI ELM FORM TRINITY RIVER r T1 IcHam INQ NINV IDIR STRT METRIC HVINS Q 3 T3 NPROP IPLOT PRFVS %SECV MSCH PM ALLDC IEW 15 -1 r WSEL PQ 443.49 4 Tm ITRACE PAGE 6 20JAN99 16:34:12 DUPLICATION MODEL PAGE 7 - - - - - THIS RUN EXSCVTED 20JAN99 16:34:12 r♦ «+sr•r •r + +rr+••f•r••fr•v••r++vfry r� HEC -2 WATER SURFACE PROFILES V9rai. 4.6.3; May 1991 rrrrr♦v •f rr++eer•r♦ » r••eev - NOTE- ASTERISK ( +) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER r SUMMARY PRINTOUT SECNO CWSBL Q DIFWSP ELMIN VCH TOPWID SSTA SNORT r 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 6616.01 + 90860.000 443.97 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 - 92300.000 443.96 44350.00 .00 415.10 1.93 7437.68 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 9� 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 8650.00 • 93730.000 444.85 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 8600.00 93760.000 445.04 44350.00 .00 414.50 4.10 7802.20 1815.97 12826.05 r 93760.000 445.66 44350.00 .64 414.50 4.16 4325.71 3000.00 8800.00 - • 93810.000 445.22 44350.00 .00 414.50 3.43 10076.32 1000.00 12631.11 • 93610.000 445.78 44350.00 .56 414.50 4.46 4574.86 2900.00 8650.00 • 97570.000 445.96 44350.00 .00 423.00 2.21 9162.30 820.53 10002.83 + 97570.000 446.82 44350.00 .R4 423.00 2.33 7600.00 3100.00 10700.00 T • 98450.000 446.19 44350.00 .00 426.00 3.25 6302.07 1020.60 10506.85 98450.000 447.03 44350.00 .84 426.00 3.17 7459.65 1930.00 9460.00 - - - - - I DUPLICATION MODEL 20SAN99 16:34:12 PAGE 8 SSCNO CWSEL D DIPWSP ELMIN VCN TOPWID SETA ENDST 99280.00 446.54 44350.00 .00 426.00 2.77 0487.64 1019.12 9591.63 99280.00 447.38 44350.00 .84 428.00 3.19 6804.38 2690.00 9530.00 n 100040.000 446.03 44350.00 -.00 426.30 2.54 8536.51 1017.88 9773.12 100040.000 447.71 44350.00 .88 426.30 2.68 7450.00 2300.00 9750.00 103060.000 440.11 44150.00 .00 430.00 4.44 8576.71 1150.70 10139.76 101060.000 440.88 44350.00 .77 430.00 3.92 6712.46 2840.00 9700.00 106080.000 450.57 44150.00 .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 n n I'n n r r 20SAN99 16:34:12 DUPLICATION MODEL r r I r I r I I PAGE 9 r SUMMARY OF HEROES AND SPECIAL NOTES r WARNING SRCNO. 90880.000 PROFILE• 2 . CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SHCNO. 93620.000 PROFILE• 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SRCNO. 93620.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r WARNING SRCNO. 93730.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SHCNO. 93730.000 PROFILE. 2 BRIDGE OEM DEFINITION ERROR CAUTION SECNO. 93760.000 PROFILE. 2 BRIDGE DECK DEFINITION ERROR r WARNING SRCNO.- 93810.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SRCNO. 93810.000 PROPILS. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAMER WARNING SRCNO. 97570.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE n WARNING SRCNO. 97570.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SRCNO. 98450.000 PROFILS. 1 CONVEYANCE CH S OUTSIDE ACCEPTABLE RANGE WARNING SRCNO. 103060.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANDS r WARNING SHCNO. 103060.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r r I r I r I I PAGE 9 r I FLOODPLAIN MULTIPLE PROFILE DUPLICATION MODEL DUPLICATION MODEL MULTIPLE PROFILE alrYra+Yxaf rrrra +ffrrY *ra+Y #rrxa++lYY rl+ +ffY rrlf* rrr *rfxrrr+ffrrrxlr• + #rrlfrrYY!!!# + HEC-2 WATER SURFACE PROFILES f f U.S. ARMY CORPS OF ENGINRRRS * * * HYDROLOGIC ENGINEERING CENTER e Version 4.6.2; May 1991 + * 609 SECOND STREET, SUITE D + * DAVIS, CALIFORNIA 95616 -4687 RUN DATE 24APR99 TIME 14:22:34 f4lflf + +YYa+f ffYaY # #f #f+ ##IY #Ya + #Y #1f +f # *Yt+ * • (916) 756 -1104 Yfflfffr #a +Y Yf # + +fY *ra *f #f rrfllYfrY + + *f X X XYVYYYX ](XXXX XYVVY x x x x x x x x x x x x XXXXXXX Xxxx x XX= X= 7 x x x x x x x x x x x x x XXXXXxx XXXXX XXXXXXX 1 7 7 :I T T T .7 T 7 DUPLICATION MODEL MULTIPLE PROFILE 24APR99 14:22:34 PAGE 1 THIS RUN EXECUTED 24APR99 14:22:34 *aa*YfYYY * *rt#Y *1f Y *tt**rt #4tt #4 YYt#f HBC -2 NATeR SURFACE PROPI LSe Version 4.6.2; May 1991 I frraf #4 +afrr+ +r * *r »*r t• •Y*rrr*♦fr *t# T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 10 -YR DISCHARGES T3 ELM PORK TRINITY RIVER [EPPISDPM.IH2] J1 ICHECK INQ NINV IDIR STRT METRIC WINS Q NEEL PQ r 2 439.3 J2 NPROP IPLOT PRFVS XSBCV XSSCH FN ALLDC ISW CHNIM ITRACE T 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT :I 150 JS LPRNT NUMSEC r* * * * * * *REQUESTSD SECTION NURSERS * * * * * * ** 10 -10 NC .08 .06 .075 11 .3 QT 4 24300 37100 44350 60400 STARTING WATER SURFACE ELEVATIONS ESTIMATED FROM PIS FLOOD PROFILES X1 90000 40 9412 9733 GR 450 1000 442 1010 440.8 1295 440.7 1810 440 2120 GR 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 T GR OR 445 435 7950 9442 440.2 434.4 8630 9452 448 431.4 9147 9522 439 431 9342 9557 438 415.9 9412 9589 GR 409.6 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 9810 GR 440 9840 438 10004 436 10690 445 10765 445 14855 T 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 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 OR 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 7 DUPLICATION MODEL MULTIPLE PROFILE 24APR99 14:22:34 PAGE 2 OR 438 8600 445 8620 445 12805 445 12915 450 13000 X1 92090 45 9000 9320 964 1234 1210 7 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 436.9 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 OR 441.60 6950 440. 6965 440 8250 446.5 8400 444 8600 7 OR 446.90 8700 441.2 8800 442.8 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 T OR 429.8 9864 439.1 9900 440 10010 445 10025 445 14000 X1 92300 42 7703 7969 210 310 210 GR 438 1000 436 1580 438.6 2280 441.1 2710 438 3080 GR 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 7 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 7 OR 429.9 8250 429.9 8480 440 8520 440 8700 445 8712 OR 445 12340 450 12580 NC .07 .06 .06 X1 93620 49 8200 8380 2570 1420 1320. 7 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. T 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 X1 93670 59 8200 8470. 50 50 50. 7 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 6260 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 8200. OR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 8391. OR 437.5 8420 439 8470 443.5 8620 444.5 9620 443.5 10000. T 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. 7 DUPLICATION MODEL MULTIPLE PROFILE I 24APR99 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 OR 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 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 OR 420 8670 414.5 8700 444.6 8800 448.5 8800 446 8870 OR 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 X1 93610 58 8200 8450 50 50 50 GR 445 1000 445 1080 446 1160 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 T GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 OR 418 8230 420 8260 414.5 8280 437.5 6380 439 8400 OR 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. GR 442.5 12110 441 12200 439 12210 441 12220 444 12330. T OR 443.5 12430 447 12840 450 12940. NC .07 .09 .06 .1 .3 XI 97570 56 5490 5680 2100 1700 3760 T GR 450 600 446 820 444 880 444 1150 442 1420 OR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5460 OR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5680 440 5920 442 6000 442 6680 T GR 440 6750 438 6830 438 1200 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 T GR 428 9670 428 9665 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 T 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 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 T T 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 DUPLICATION MODEL MULTIPLE PROFILE 24APR99 14:22:34 PAGE 4 OR 441.6 7000 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 GR 446 9325 447.5 9800 446 10400 446.9 10900 446.5 11000 II GR 448 11100 455 11200 457.5 11300 459.2 11420 X1 99260 49 4035 4215 750 750 830 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GA 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 T 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 GR 448 11100 455 11200 457.5 11300 459.2 11420 7 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 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 7 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 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 wwwTTT !I 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 XS 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 7 455.5 1000. 451.7 1023. 446.7 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. GR 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 7 439.9 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. T 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. OR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 8564. GR 7 447.4 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. GR 444.9 9460. 447.6 9490, 447.4 9548. 447.3 9655. 446.6 9912. GR 7 447.5 10034. 446.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. GR 7 7 7 T 7 457.1 10540. 7 DUPLICATION MODEL MULTIPLE PROFILE T 24APR99 14:22:34 PAGE 5 X1 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 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 OR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 y� OR 445 4680 444 441 4820 441 4830 444 4840 GR 446 5450 447 _4810 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 8360 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 i f i f 7 DUPLICATION MODEL MULTIPLE PROFILE 17 24APR99 14:22:34 PAGE 6 TI DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 50 -YR DISCHARGES ' I T3 ELM PORK TRINITY RIVER J1 ICHBCK INQ NINV IDIR GIRT METRIC HVINS Q WSEL FQ 7 J2 3 NPROP IPLOT PRPVS XSHCV XSBCH PH ALLDC IBW 441.8 CHNIM ITRACB 2 -1 1 1 7 T T T 7 1 7 7 7 7 7 7 7 DUPLICATION MODEL MULTIPLE PROFILE I 24APR99 14:22:34 PAGE 7 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 WSHL FQ 4 443.41 J2 NPROF IPLOT PRPVS BSRCV XSECH FN ALLDC IBW CHNIM ITRACE 3 1 'III I T :I T I 7 DUPLICATION MODEL MULTIPLE PROFILE /'�' 24APR99 14:22:34 PAGE 8 .I TI DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 500 -YR DISCHARGES T3 ELM FORK TRINITY RIVER 7 JI ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSSL PQ 5 445.9 t J2 NPROP IPLOT PRPV9 XSECV XSBCH FN ALLDC IBW CHNIM ITRACE .I .I 7 .I 7 1 7 1 7 7 T T T 7 DUPLICATION MODEL MULTIPLE PROFILE R 24APR99 14:22:34 PAGE 9 THIS RUN EXECUTED 24MR99 14:22:35 j , 7 Y + + ++ fi #iA1YYAAAxxYYYrYAA11fYYYrA +A +f HEC-2 WATER SURFACE PROFILES Vazeion 4.6.2; May 1991 YAxxrr +rYYYrrrrYYYYYrrrrrrrYYrrrrrrYY NOTE - ASTERISK ( +) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST 7 ELM PORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SSCNO XLCH BLTRD ELLC BLMIN Q CWSSL CRIME EG io*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 ' 17 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 7 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 �w 18344.21 ' 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 92090.000 7 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 1]804.15 92090.000 1210.00 .00 .00 410.60 44350.00 943.91 .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 IRS 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 1982.31 9 7 2300.000 210.00 .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 + 93620.000 7 1320.00 .00 .00 414.50 24300.00 441.90 .00 442.22 10.91 5.33 9090.01 1357.96 + 93620.000 1320.00 .00 .00 414.50 37100.00 443.62 .00 443.85 9.42 5.27 16005.95 �w 1208 - I 93620.000 1320.00 .00 .00 414.50 44350.00 444.69 .00 444.84 7.00 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 + 93670.000 7 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 /w 863 367 93670.000 50.00 .00 .00 431.00 44350.00 444.82 .00 444.90 11.04 3.41 25430.'!4 13349.95 93670.000 7 50.00 .00 .00 431.00 60400.00 446.75 .00 446.78 4.93 2.61 45478.22 DUPLICATION MODEL 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 3300.21 + 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 I 7 7 ',I 1 7 7 T T T 7 DUPLICATION MODEL MULTIPLE PROFILE 24APR99 14:22:34 PAGE 10 SHCNO XLCH SLTRD ELLC ELMIN Q CSHL CRIME EG 10 *K8 VCH AREA .01K 93760.000 30.00 443.50 444.60 414.50 24300.00 442.49 .00 442.95 50.38 5.99 5111.22 ]423.69 444.60 414.50 37100.00 444.16 .00 444.43 52.14 5.25 10206.48 93760.000 30.00 443.50 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 DTI - 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 f 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 * 97570.000 3760.00 .00 .00 423.00 24300.00 444.01 .00 444.03 2.09 2.06 29818.52 L 16790.19 * 97570.000 3760.00 .00 .00 423.00 37100.00 445.32 .00 445.35 2.06 2.17 41601.75 *5874.44 � 9]5]0.000 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 !, * 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 16385.66 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 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 rr 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 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 .00 428.30 44350.00 446.83 .00 946.86 3.61 2.54 39065.74 23330.86 100040.000 760.00 .00 .00 420.30 60400.00 448.15 .00 448.18 3.17 2.54 51874.95 33906.21 T * 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 9.44 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 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 12315.18 106080.000 T 3020.00 .00 .00 420.00 94350.00 450.57 .00 450.62 9.70 3.19 26212.53 14237.99 106080.000 7 3020.00 .00 .00 420.00 60400.00 451.45 .00 451.52 10.74 3.45 rm- 32405.79 DUPLICATION MODEL MULTIPLE PROFILE 18432.17 7 24APR99 14:22:34 ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 DUPLICATION MODEL MULTIPLE PROFILE PAGE 11 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCM 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 6232.86 880.00 908:0.000 60400.00 446.01 2.41 .11 .00 10727.07 880.00 92090.000 24300.00 440.72 .00 .71 .00 5311.93 1310.00 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 * 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 T 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 T * 93730.000 37100.00 443.88 1.64 .06 .00 4077.52 60.00 93730.000 44350.00 444.:8 1.00 .O6 .00 5236.82 60.00 93730.000 60400.00 446.77 1.89 .03 .00 10125.95 60.00 T 93760.000 24300.00 442.49 .00 .25 .00 2282.21 30.00 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 as .00 10152.90 30.00 T * 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 PAGE 11 DUPLICATION MODEL MULTIPLE PROFILE 24APR99 14:22:34 SECNO Q MEHL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 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 8302.07 880.00 * 98450.000 60400.00 447.61 1.42 .18 .00 10060.41 880.00 99260.000 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 * 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 PAGE 12 DUPLICATION MODEL MULTIPLE PROFILE 7 24APR99 14:22:34 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SSCNO. 93620.000 WARNING SSCNO. 93620.000 WARNING SSCNO. 93620.000 WARNING SSCNO. 93620.000 WARNING SECNO= 93670.000 WARNING SSCNO= 93730.000 WARNING SHCNO. 93730.000 WARNING SECNO= 93730.000 WARNING SECNO. 93810.000 WARNING SSCNO= 93810.000 WARNING SECNO= 93810.000 WARNING SSCNO= 93810.000 WARNING SECNO. 97570.000 WARNING SECMO= 97570.000 WARNING SECNO. 97570.000 WARNING SSCNO= 98450.000 WARNING SECWO. 98450.000 WARNING SSCNO. 98450.000 WARNING SSCNO. 98450.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCWO. 103060.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 103060.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 103060.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 103060.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING 9BCNO= 106080.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 106080.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 7 I PAGE 13 P. , vi 1 , so- F®R TIORM I . B ., I II IN PENN Upper Trinity River Corps Model Delineations � 1 86 . ! - Test Plots - October 1997 �! _ fig_____ .__-- _______ —__ �ly�_ —� ________ -- • SHEET 53, 78 Legend - - 99- - — h� -, Delineation Features Wow•L21H 988 +84 - - _ _ `,� < _ 500 Year Flood Boundary 100 Y �rrttVE�.ow!uE`. � ar Boundary 4 t SPF Flood Boundary 1 � ` 979+'19 - - - -- _--- __----- s_ - - -- --------- Cross Sections /�+ f • , I -- _- __ _ _ _ - _ Existing Levee - - - - - - - -! — - ; _ _ _ _ _ _ - 971 +78 ` - Centerlines • • 1 �� • • �� - Base Flood Elevation ��. �!_. � -,___- _ �•� Vii' Floodway Boundary r - 939+40 4 . r` — y _ M o �. 4 444 .— — —. — —. — _ — _ — far �Q �. � •,��p�,owtr; _._,.�ae:_�µ_ 1 443 y d-1_ PIS 915 30 f � t �� !I i ! �� — _ , 1�'aFiAw'e,DtE 1� l ..•� —. ' ' — � - gyp` pp ° LNZ _ � J[ 896+94 1 7— D IVE _ti 871 +91 j7 811 +91 867 +93 1 1 1 1 _ 1 _l 1 _1 _l _� � � � _ 1 � � � _� 1 I I I I I I I _.� � � _._� _ 7 u C(`_RAS Plan: 1050 R 1M Rill-, dM Rcach' afl Reach - -'RNer Sta - Q Tote) ,Min - Ch E1 c W.S. Elev. Grit W.S, , 5:01 E,IeV` `• E.Q. Slo �V¢ CI CI hN . Flow Area,. Top Width : Froude # Chl ;(ofa) (ft) (ft) (fVS ) _ - (sq ft) *.. . (ft) of 1 eft eft 125659 124975 123163 210_ 21000 00 • 2 42410 424 Ot 4 2471 - 453 3 _ 453 1 4 5303 ( 44293 443 46 -- 440 -__ . __ 0000159 ,. ,.. _ _ 453 51 453 29 0 000320 _ 0_000200 _- 2.1 _ _ 166419 3890.6 010 eft 119714 2 1000 00 427.70' �� - 249 443 .96 1_ 439 67 435 437 79 438.88 �452A�_ 445.481 45�_ 452.66 - 452 20 - _. ,..._ }_ _ 45 2 4 45210 00001 � 4� 0 000212 2.2 0000 126 2. 04, _ 0000107 2.18ii {I ! _ 1 00 00118 2 ,32 00 00119' 000 -- 1. 0 0 430 28 � 68 4233 24 609.0 , 683995 2547 8._411 _ 6199. 2120678 4518.05 - 1 661 3 , 7985 321 3398. . 24 245 _63 _ 43199 2 2315A()[_ 967414 1 15 50 999_ 007 0 ,10 O _ _ 0.01 009' _ 0091 0091 _- _ 00,, _. 0. ei1 em 118732 116381 - - - 22400 00 �. - 428 .54 452 .63 _._ 452 18 eft efi 112732 11 112622 21000OD ___416.73 _- _ _ _- Bridge 21 41710 452,W _ 452.05{ 4 52.09, 45186 eft 11 6 e11 112617 21 0 0 _ 417 .10, 452 efi 112494 21000.00 _417 2. 05' eft 110572 316 4 2260 - 45 310 31 600.00 316000 Bridg _ 42250 _422.50 42 _ 4 5 1.35 451. 451.25', 451 OS - 450.76 450.83', 40.5 449.90 449.43 = 44 5.43 4 45.38 445 64 4 45 64 -� 445 _ 44606' 443 37 _ 441761 442 31 �- - 44595 44401{ 451 , 7 451 66' 45 1 54 ttt 4 51 31 451 26 __ 450.93 _ _ 450 05 � 44906 448 B3 I- 44855 448 07 001133 6.44, 0001 6.5 0 0008 565 ;.. _ -__ 0 5,81 _ 1 6 93I 0 0014 7.01 -_ 0001479 _r 0001270 715 664'. -.. 0 000765 4 41 r. - 00003851 379 0 000260 3 04 0,000548 443 0 000120 1 L- 81 .-._ 7412.51 �186.36 299. 11 85.0 2 8 1 230.14 - - -- - 8205,00 _1226 61 6 798 9 0 1171.41 } 117 671 919 - -_� 0 27 024 _ _ 0 25 0 29 030 , eft 110455 efi ett efi 110435 110685 110323 e11 110261 _ 31600 OO 1 _422.50 eft eft efi efi 110260 110214 110194 110174 - 3 1600 00 - 3 16000 0 422.50 422.50' Bnd e _ _ _- 31600.00' - 422.53 31600001 42260 31600 0 422.71 7842.83 117733 7860.93 1385.15 85 14066 3033.87 I { , 2 _5764.51 ` 25650.02 6128 0 19868.57 5255 9i 31546.47 6843.82 - -- I - 3 3623.25 1 7 70.96 It __. -_. 3 3025 80 6 33184.67 912634 - _ -. 031 0.28 - 022 _ -_ 0.161 013 018 __ 0,09 _ 010 eft 1,0074 eft • 109445 eft 107964 eft 105567 3160000 - _ -- 42020 3160000 418 75 31600 001 419 00 _2900 00 - -- 4 4 4290000 _. - - 417 0 42900 001 1690 4290000 _ 416.20 44897 448 78 448451 44804 eft 105 efi -. 102686 eft 101428 447.95 _ 447 81 447 661 447.45 44 3 92 -_ 44 4.091 44 4.12 4 43 92 - 447.84 i 447 70 _ -1 -_. 0 000145 000 032' 4 -- 0.0001831 . 2.41 - 2.881 3.07 Olt 98884. 0.10 _. _- -1 - 0,12 _ - 0.14. eft 97915 44 7 49 - HEC -RAS Plan. 10,50, 8 100 River: eft Reach: eft (Continued) : Reach : -River Sta a Total ' Min Ch El W.S. Elav,, .:;Crft W,S,.'. - E,G, EIsV ' E.G, Sb ,i`Ve1 Chn1. ; .. Flow Area To' Width Froude# Chl_ i (cis ) (ft) (Rl , ; ft) (ft) ;- (ftm) "_ : {ftTs) ( R) (R) " ( eft 97178..: 42900.00 416,50 4 47.08 444.90 44718. 0000599 4.36 445.22 0.00 _7.52 44435! 0. 7.45 - 4 44- 0.000579 7.71 ,27 � - -- 25221.90_ _ - 52 50.00 1 _ 1 22 20.001 7279 48 -. 1060.78 849095 101977 9. 0 .19 e11 ' 93W 43500.00 43500 00 _ Bri de 9 _ 417.30'. 444.69 - _ ___.. 417 501 443.71 _ 4 1750 443 .70 441.64 438.28 3 439.22 0.31 ... 032 - �_ { 033 - - e(1 211 eft 933x6 9329 7, 93254.5 eft 93213 ; 43500.00' 43.61 4_ _ 439 .22 1 4 0 .00 7 79 8407 .09 1019.42 - 0.33 aft "93212 � _417.50 4350000 417.50 443.651 439.01 �I 44 4.16 0.001210 6. 69 8488.991 1 6' 1019.76 0.28 eft 93197 4 3500.00 4 1750. 443.62 -_ 438 56 444.14 7.05 _ 8 158.8 9 1000.00 029 aft MI 96 442.59 441 44 44405 0 002346 14.28 5661.67 100000 _ 0 87 �: 43 -- 41 0 20f. _ .....__ 44 _ 431.66 __- 443.7 4 1 1 6.5 _ 9471__.33 107 025 , eft 93190 eft eft 93141. 92351 43500,00 _ 43500001 41 - - - 410.20 443_19 442.95 - - 431.66 434.21 44370 443,13 __._ _0000927_ 0.000942 0 000244 6 80 680 339 efl 9 �, -- 22957 - - _ 2075.37 tt 0 07 ' aft 90532 43500 00. -. - 440900 _39200 00 406 90 39200.001 40750 ._. __.. 442 42 441.60, __ -- 434 06 429 .81 - 442 52 442 09 0000403 _ _. 0. = 0.001 4.24 _ 3. 6.52 13891.13 19 - 1 0566.8 2477.15 2584.531 2309.7 163221 j 1547.64 1547.21 154 6.67 1 -_ -. _ _ 0 171 - - 0 13 026��' 0.27! 0.21 - 021 - - --- 0 , efl eft 89894 ;.. 88712': '.- efl 87645 440.42 428.66 440.96 _ 0001104, 6.96 84 5,84 744 11 49 7173. �64 111 eft 8� I� -39� 00 Bridge 39200 00 - 40740 44 4 0 46 407 401 440.39 � - 425 .54 --- 25 .54 425.54 -- - 440 82 0 0006471 0 010 6 79 efi 87522 87521, 3920000 3920 B ndgg 7 7 - -- _ 4010 i i 439.88 _ 425.42 440 eft 8 428 eft 87383 - . efl _ `87339: 39200.00: 407.10 439.67 __ 425.42 440.401 ' -- 3.93 0001135 7.5 6993.93 - 3920000 407.10 _.... -- 439 57 - 425.43 440.38 00 01494 7.89 6896 88 3 9 200 00 407.00 439.541 1 425 34 44 0.11 0.001171 -, 698 _ 8624.491 392 00 406 51 439 57 425 12 439 68 - 920000 404 �� - 439.101' 427.56 439, g 00003 - 369 39 00 405 8 0 439 35 -- - 427 47 439 41 __ _ 24630.90 00168 230' 17811.691 3 - _ -... Y � 0.0 26762.48 3920000 404 05 ` 3920000 - 40410 43 _ 430 .61 . 111 } __ . _ 438.981 0.000195 2.43 _ 2846002414.6 39200.00 404.23 438.77 429.1 438.841 0000201 2.49 _ 23566.191 39200 00 404 438.601 40200 00 40520 !_ 7� 429 � 437 800 _ O � 54I _ 264 ---- _05 _.._2 ---� 0.28 873. _ 0.28 866.60 0.29 1435.85 2905._46 0 11 eft 87338 ' eft 87191. 2f1 86793 eft 86107 - 3624.071 4488. E 3904.37 0 11_ � 101 - 0.131, - 0.11 0.11 eft 849 59 eft 84438 . aft B353D aft 82762 aft eft 81848 788 38 27 ,_ 0,11 HEC -RAS Plan, 10,50, 8 100 River: Off Reach: Off (Continued) Reach S Ste p pTtltat ' ' Min Ch EI . Yit:$, � �lev,'fIfY1/,B ' '�fi,�, �tQV < <- E.O.B; . .Yet Chnl F Flow Area,< T Top VY1tlth P Proud9 # ( (ft), = = ft . ., e R f fllfl) ( (fUe f ft) ( (ft(ft Off 7 76475 4 4=, 405.801 4 43742 4 43035 4 437.50 0 0.000320 2 2.681 21144.41 3 327049 Off 4 72862 _ 406.80 I .83 4 4 9 4 4368 2 256 28 3 3 3;94.0 - Off Off, 6 6970 . 40000.00 4 436.58 } 256 24191.7 _ -- 0 Off 6 ...� 4 40000. 4 0110 1 4 436. 38 4 _ 4 } ' _ 426.2 4 43 0 1 4 06! e/1 8 87474. 4 40yJ0.0p, 40120_ 4 4355 6,! ., - 425.63 4 436.51 0 00 0037 0 2 1 11 1992252 2 220 665 44 0 401435 1 19 , 425.51 0 43 5.87 0 0001 9 1 1174.06 1 0.231 e11 8 8 4 00 - 4 43495 4 430 77 4 435 52 - 7 9541,57 1 13461, e 1 8 87284 4 4000000 40130 _ efi 8 87188 4 4CO _ _ _ { 42631 4 3531 , 1 __ _ {� _ 9839.88 - 13 46.34 - eft 8 88156 - 40000.00 4 _401.33 4 43488 r Off '. 6 65313::. 4 __ - - 4 64617 _ Off 6 64485 4 4000000 - 4 - 0 50 4 - 4593 '.._. _ �O 0 13 74083 1 - - -_- � - - - - Off 6 64450 B Bridge - - - . - ![r_ oia.,� 10 50 R 100 Rm-, -fl Raarh aft /Cnnfinuadl :. Reach -: RNer Sta IO,Tdal Min: Ch El W;S, " Elev . '.Grit W,S, ' ":.E.Q, EIe4i .E Q.`Slope , Vel Chnl ;� Flow Area, Top s WIdN Froude #. Chi ' (cfe R ft , (R) S' ft (ft/ft R/e aq ft (ft � ,ell eft e(1 55098 � 54233 . 53282 , 39100 00 3910000 3 9 58 7 -- _ .- - 39 39400 00 397 24',_ 431.441 431.28, 4 - 419.86 44. -- 4 431 0. .. 00000 8 3.2 2, 2.30 22 1 29926.02 3576001 016' 2404.73 41 12.33 0 47127.51 47 _ _ 008 0 D8 44319.38 -- 4 1.71 _. _ 0.0 41' x:38 464':10 - - - -- 0- { - _._ 1 9601�68 T 2473.00 -__ . 0_11 eft 52394 _ 00 3 95.60 - 3940000'_ - -- 395 .00 _ 431 24 431 _._._. 36 6 -_... 431 , - 5 - 0 1,OD� - 0 . 33 _ 2 0000226 2.8 00 00186 Ief .:. 50 eft 49918 . 3 9400001 __ 395 - 7431 - �� . �� - 1 2 430 87 430 85 420 att 4� 4�3;. - = efl __ 419 82 430 92 Bfi eft 48756 48712 479_.82', 430.69_ -- � 000 0199 0 00_0332 2 18675.10 0.0003 4.68 391 000030 4.1 0.00 1 8.16 r - 4 816 00 1 820836 418 19201.62 2473.00 T - 22 _ 9882. 81_{ 2 2 20343.701 2377,05 1659433E . 23 16590.50 2271.17 07 2575.94' 2079 25 75.8 3 0 12 - - 0 191 -- 9 0 18 1 - 015 0.3 7 1 - -- - 0 15 1 _. 0.151 - eft 48711 39 400 00 _..__ 430.48 - - 430.46 430.27: 429.52 429. 05 - 420.54 421.40 421.00 _ 41463 - 430 6 430.62, 43037 --- 429 7 429 63 ef1 .48810 39400 .00' 396.8 ._. efl 4 44300.. _ - 39400 39650 _ _� 3 9550 eft eft -' - 44299 39400 .00 ', 411.00 efi efi : 44294 44293 3940D.00I 39400. 41 0 0' _395 50 - -�- - - _ 429.05 429_35 429 33 -- 42515 414.66 41469 _ _ 429 50 4 eti 44243 -- 39400 00 3 50 eft 43144. 3940000 3 9450'. 429.03 - 429041794 - 428 .98 428.86 428.501 r 428 43 4 2818 1 417922 41 94 0 4 78 429211 _ 0.000443 ~ - 1. -.. 429 429 10 15 - - -1 388 00002% 3,91 429.0 0 000 4 86 r 428.99 000044 71 4 14 428.56 . 0000159 2.82 � - 4 28 33, 0 0 00008 4 21 2 92 42830' 0.000184T 3.41 T 1 -. - _ - I 428.25 3.42 428.19 0 000424 5 18 428.13 0000186'.. -_ ..00003971 499 __ 20263.33 2338.19 0 18 _- _ - _- 20236.38 , 2035 628 23 2340.00 _ - -- 0141 40.00 0 15�, 1 2337.79 _ 0_ 18 . . 21762211 2403 18 01 6 23283.84 2386.72 010 1362 06 _ 0 � 15456.88 1106.68 �- 0.12 15405 35 - -- 1106.51 0.12 _ 1509 1105.19 - - - 0.18 18933.031 1250.95 -__ -- 0.18. 39400001 ef7 ,.43005.5 - 39400 3 5 0 39400 00 394 50 - 3940000 39442 3 9400.00 _ 391,40] -- 39400 00 - 38 9 98 3 3750000 3971 3750000 - - -_- - -- 397 45 37500 00 _ 37500.00 eft eft 42983 42892 41799 41418 413 58 eft eft 42882. 40767 eft 39820 eft ' efi 37317 - 412.05 T _ _ _ 428 13 I 4 B7 - 4 27.84 -. - 412 OS efi 37298 efi 37297. 412 eft 371 411 99 -�- HEC -RAS Plan: 10,50, 8 100 Riv eft Reach: eft (Continued) R; each River Sta gYotal.' Mfn Ch EI . W,S �IeV Crit W S,G. £lew. E G. 81ape ' Vel Chnl Fbw Area Top Width Froude # Chl R R l ftlft) - tUS 4 - ft �efl 36107 375W,00! 427 38" 4184 427.69 0 19009.94 1583.9 _ 0 21 j e eft 34205 C _ 37 50000 37 00 - . . - 3 414.54 - 393.4 427 0 420.37 _ .._. 393,40 _ 420 3 42698 415 21 4 -- 414 393 8i � 42685' 3,9000 426 61 41209 - - - __.'. � 3 99 61 _ 426 43 1 4 11 05 1 - -� 390 30 42633 O 427 1 0.0 0 1 ._.. _ ' 3 46r 344 5.44 - 3 41 3 61 - -i 3 26' I `46 2 3735.62 _� 24155 2 3732.5 23 364 .72 _ _3 3 56688 9 3749.87 33203 63 3346.31 � _ -_ 3461770 3452.78 - 24228 0 12 - _ .. 0.12 0 .19 -- 0.12 _ ___..- -1 0 12 efi 008 0 .11 . 011 _ 009', _ 016 ' et1 efi 34191.5 34179.- 4 Bndge _ 37500.00 -3 - 3750000 3750 CO 37500 00 375M 00 efi left e fi ,340 8. 32748. 31805 427 01 0 000536 - _ 42692 0 000 205 426 �; 000 , 9 - 426 50'' 0 000 206. el"I 30755 0 0 00032 __ 426. 871 _ 426 8 0.0001 - _ 42 6 19 0 000337 _ 42602' 0000551 425.71 0000433 425.46 0 00 0177 . - - 425.34 28539 --- 3750000 ell 29438;; 37 391 30 426. �4LI6.501 - _ 416.50 _ 39130 42616 416.50 3 39 1.37 42 603 41 1.25 . _ , _ -- 390 - T 425.73, 413.15 389.40 ___.. _T 42553 41158'_ _ 367, 425.38 409.63 38630. 425 7751 3.27^ 23406.69. . 1763.48 � � 3 28 � _ 24 . 5_ 2: 1763 .. 23327.15 1763.28 4 : 27 _ 23 58936 MOM 5.81 } - L 1 9815.40 17 56.50 4 .70 20841.6 1 3 248.93 -. 3 37: 25302.5 2523.2 02' 26309,92: efi efi eft 2938.5 29 1320 . � 29319. Bndg e.. 3 00 3750000 oft ell 26770 27249 37500.0 _ 37 0000 - 00 3750000 37500 00 3750 W 3750000 0.20 0. 17 eft -- - 0,111 �2.; 38 4, 39 .. 425.22 38600 42"l 40739 _ 425.25: - -- OOQ� { I - 3gg } 0,00 1 1189 0,00 01811 0000131tt! 329'. 33 4`58,2 6 3403.94: � - 33530.94 3873.28 0.07 � 0,061 eft � 410 22 _ 425 22 425.16 � _. _ 425 0 424.968 efi 23`•174 388 20 425 10 41 533 - 3031.09 3636280 3462_73 - Oil ,eft 71549 - 390.30 4 24971 _ 010 37500 001 - - 390 80 4 24 97 416 14 1 416.14 - 424 94 _ -... 390 801 424 89 41596 _ 3 90 BO 391 00 42489 41521 38990 _ 424.85 415.32 3 88 90 424.79 414.93 I - - - - - � 3878 424 � 40531 . 386 70 42462 407 01 _ .- . 39670 1 424 62 -- 40702 700 494 42 457 41341 1__424.69_ _ - 0000166' 2.85502 -� 1 2319.03 - __ - _0 10 1 0000167 2.76 2744 2318.91 I _ 0.10 0 000256 3 � 41 ' - -- 241 27317.73 2318 63 0.13 r - 28916. - 30 2589.75 _ _ 009 _ 0OW114' - p 000044 _ 2.51 33322,52 2767.96 00 6 __ ( -- 44013.59 3770.94 _.. OC6" 281. _ -_- _ - 0 000058 3 0 47661.05 _ 3478. _36 _ _ 010 10 1 O 000070 - 0000070_ _ 47320.01 3235.78 0.11 - O 4: 4616�7.52� 3 23577 1 - - -0181' ¢(1 22501 - ell 22467 - 37500 00 37500 W 37500 W 372W W. ett 22458 _ _ _ 7 424 9 42494' efi 22356 eft 21333 _ _ -_- 424.81 - -_ 424 75 _ 424 4246 9!__ - eft - 2 0480 __- 37200 W 37200 W 378_00 001 378 378W DO 378 ML . eft 19477 eft eft 18621 18577. eft 185 HPC - Plan 1050 R 1 D River efi Reach' eft (Continued) Reach r Ste Rim Q;Tota1 Minn 'Ch EI W $. EMv ; 'Cr4 W 8. , ,.;E'Q Elay.; E.p. 81c ';: Vat Chnl . Flow Area Top Width'. Froude # Chi (cfa f1) `. - .; ft .,. ti (ft) e ` -'; �R) rT: '!' (Ns) rn , ; ft aft aft 185M 18521 ' 378W.00 386.50 3 7800 -_ 38 6 50 1 424 42461, 403 84 _403.88 42467 42467, 0 000055 12 .85 1 0.000055 2.85 47 479.14 3169.40 009 j 47470.63 3189.40 0 09 . _ - - eft 176 3780000 3 424.58'. 40660', 424 `-- 3653 242471.541 0.08 efi .' 18648 _ 37800 00 384 50J 7 424.50 __- 398 50 -_ _ 424 57 - _ .__ 000 2695 601571 008 _ eft 15678 3780000 386.90_ 4 24,42 1 _ 409 43 __ _, 42 51 3611 0 0 00087 i_ _ 22801 71 1482.41 _0.121 of 1 14648 _ -__ 37800 00 389 70 ' _ 378 -- �24 424 424.33 _ 4 06 14 _ 40621 410.15 42 443 4. 42 _ 0.000074 _ 3.32 I 3331 0000084 358 - .. 23045 97 __ 1 _ _ _ 2287 6,581 4 55.61 0 01 2 1 eft 14644 3780000 390.00 efl 14478 : . _ _ _ _ 0.000086! 341! _ _ _ .. _ OOOOOBfi' 0.0000 _. _0.000062 2 9 2261 1455.20 011 I_ 25188.31 1449.701 010 } 2279948 145516 0 10 1 25 179.38 _ 4 49. 1, _ eft 14411 _ - efi - - 378-,- _ 39 021 37800.00 I 4 2431 4 24 30� 424 41 424,40 _ 41 42439 408.51 42436 424 36 l eft 14082. eft 13962 _- 3780000 _ 3 89.90 �.._ ._ 424 31 _ _- 40433 42435 3_ OOJ0 2.27 • 7 2371 1457.47 OD91 6 009 71 5.03 10 1457.4 1456.34 ,efl eff 13D41 13940 28 - 00 38 9.80 efi 13842' ' 289 -.0 0 389.80 1 424.30 4 4243_4 0. 000035 2.2 25150 . - �_ eft 13283 289 - .0 38 940' 424.27 402.83 0000035;_ 2.20 23590.24476.47 _ 0.081 aft 1 '00 ._ 40 _424.32 aft 11576 28900 00 38 -� 424 22� 4- 411 4242 0.� 197 2 I 1 58.4 4 7 1 007 22989.81: _ 154 926 0 � 39995.4 - 71 1 4 633.7 4 3 _ _ _ 0. 0 � 22 2 1 93.96 1 2078.31 0 091 03.98 18274.921 1564.5 010 3 -�442 48 01 ' 17043.55 1. _ 1 011'. 17039 06 1442 46 17031 58 1465 76 Oil aft _ 3V 19' 0.000044 , 0 000060 _. _ 2. ell 9564 289- 00 386.00 28900DO 384.401 28900.00 384.40 , 424.1 424.05' 403.1 _ 40 4.15 42 4.19 - 424. 4 eft 8599 , it 829 77355 ii 42399 -.. 28900 00 28 - .00 289 -OOI 384 30 -38440 404 424 06 0.000056 2 t 6 423.92 423 92 _._ �,- 42392 4 401 I 424 .03 0000070 3.75 _1 - I _ 0000075 3OB 0 000075 308 0 000074 3 14 8889 92 _ 4 24021 ief11 Brid 28 00 38440 _ 401 93 402 76 r 424 02 424 02 1... efi 8666 e(1 6687 2 00 384 27 89- e ft 8583 28900 00 384 27 289 -.0038440 - - 286 - 90 - 6 - 00 38450 _ 91 423. 90L 402 4 9 7 403 40 423 _. 0 DD0074 314 2 77 0 0 _ 2 55 _ _ 2072 _ 152908 009 t 22596.47 7490 .96 0. - � eft 5965 -... Bf1 5436 423 88 eft 4825 289 -00 4 2387 _ 423. 2 .52 0000044 2 .57 23255.37 144 6.87 ... 0.09 2262730 1454.32 { _ 008 _ 289 - OOnn __ 384 70 423 86 _ 1 40 4 06� _ 423 91 eft 4 .5 _ Bridgel _. ncn o In o; eft Gmr cfl l(tnnfinuPdl .Reach . of 1 Rive ', 4 760 4758 Q7otet Min Ch El (cts',' 2890000 384 - 3 8466 W O:, lev � 4 23.8 5 . Crn W $. 402 67 .: E.ptt;lev 423 90.... . E. ©, $lope, 000 0033 Vet Chn1 � FIOW Area m R) `..Top Width iR 15 8 71 j 151 FrQWO Chl . " �. 2 2 2 4 098.94 0 07 _ 0 " 0 ; Bfi 75 2 8900 ) .... 4238 402) , 4 23 8 9 0 000033 200 i 4092 8 efl 38470 423.13 0,0000241 1.6 _ 0� eft 31 _ .28900 00 383,500 423 8 01 .. 400.621 _ _ 423, 0 2 ,2 1� 249 45 1 _ 17 114.5 r 0.071 eft 3154 3154 Bridge — 3119 '00 383 2890000 38 350 79 42379 400 63 423.84 �_t 0 000032 � 221 249 �92� { _ 21 24367 92 1 714 52 1691361 0 07 . F - 0.08 eft 3118 ef1 3013. 289 0000! 383.54 "_ 42 .40 423 .83 0000038 2 N �� _ . — a• 1- �. i � - -�i_ i+� -l. - /,l - 'mow J - ♦ tt db !� * l�l�� \`�1�� /Jig. �••.:� EXISTING CONDITION FLOODWAY MODEL ffrfrrf+ffrrhhY +*af 111f xrfl rrhrhaha *if ++frrx * raiafrY +iiffafYYrraaafflfaffllh+hYh iYf Y HEC -2 WATER SURFACE PROFILES r r * Version 4.6.2; May 1991 r + RUN DATE 20JAN99 TIME 16:34:12 * aafff lhr+ a+ r •rr*rrrrf +xf rffxrrrrrra• lfaxff* ifll rraYflrrfffYhr +aafllf rf xY *Yaaafllf• EXISTING CONDITION FLOODWAY MODEL X X XXXXXXX XX %XX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXX= XXXXX XXXXX X X X XXXXX XXXXX X X XXYYYYY * V.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4657 * (916) 756 -1104 EXISTING CONDITION PLOODWAY MODEL 20JAN99 16:34:12 a+ rxxarr * * * ++x + +a+rxxraarrrrrr * + + +x *r HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 • +rrr *rrr +r **x xxxrr**rrrrrr♦ ++x *rrr*r PAGE 1 THIS RUN EXECUTED 20JAN99 16:34:12 T1 DUPLICATION OF EFFECTIVE PIS FLOODWAY MODEL T2 100 -YR DISCHARGES - NATURAL PROFILE T3 ELM PORK TRINITY RIVER _ [EPPISDPF.IH2] J1 ICHSCK INQ NINV IDIR STRT METRIC HVINS Q WSBL PQ 2 443.41 J2 NPROP IPLOT PRFVS XSBCV XSECH FN ALLDC IBM CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 43 50 42 26 4 53 54 JS LPRNT NUMSBC * * * * * *+ *REQUESTED SECTION NUMBERS * * * * * * * -10 -10 NC .08 .06 .075 .1 .3 QT 2 44350 44350 ST 4.1 4950 10690 X1 90000 40 9412 9733 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 GR 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 GR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 GR 409.6 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 9810 GR 440 9840 438 10004 438 10690 445 10765 445 14855 ET 4.1 2900 8615 X1 90880 45 7725 7990 500 780 880 OR 438 1000 438 1920 440 2230 440 2640 436.9 2870 OR 440.5 3500 436.5 3692 438.5 4060 438.5 4440 445.1 4510 OR 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 OR 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 OR 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 OR 438 8600 445 8620 445 12805 445 12915 450 13000 7 EXISTING CONDITION P LOO DWAY MODEL 7 20JAN99 16:34:12 PAGE 2 ET 4.1 3900 10020 /T ',I 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 7 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 7 429.8 9864 439.1 9900 440 10010 445 10025 445 14000 ET 4.1 2550 8710 X1 92300 42 7703 7969 210 210 210 GR 438 1000 438 1580 438.6 2280 441.1 2710 438 3080 7 OR 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 OR 423.3 7875 430.1 7890 431.1 7928 434.9 7938 435.1 7951 GR 7 439 7969 440.7 8000 440 8158 440 8159 440 0210 OR 429.9 8250 429.9 8480 440 8520 440 8700 445 8712 GR 445 12340 450 12580 NC 7 .07 .06 .06 8T 4.1 2950 8650 X1 93620 49 8200 8380 2570 1420 1320. GR 445 1000 445 1080 446 1180 446 1240 441 1530 win 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. 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 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 8T 4.1 2950 8650 X1 93670 59 8200 8470. 50 50 50. w�. 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 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. �T 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. 7 EXISTING CONDITION PLOODWAY MODEL 7 20JAN99 16:34:12 PAGE 3 NC 3 5 ET 4.1 3000 8800 7 X1 93730 44. 8490 8800 60 60 60. BT 2 8490 443.5 439.6 8600 448.5 444.6 OR 450 1000 447 1420 447 1620 443 2020 442 2480 IT 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 GA 443 8370 443.5 8490 439.6 8490 436 8640 418 8650 7 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 ET 4.1 3000 8800 7 X1 93760 30 30 30 X2 1 NC .07 .07 .. BT 4.1 2900 8650 7 X1 93810 58 8200 6450 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 7 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 7 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. GR 442.5 12110 441 12200 439 12210 441 12220 444 12330. /f GR 443.5 12430 447 12840 450 12940. NC .07 .09 .06 .1 .3 ET 4.1 3100 10700 XS 97570 56 5490 5680 2100 1700 3760 7 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 I'{ 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 6160 440 8175 433.2 8200 433.2 8265 440 8270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 7 GR 428 9670 426 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 T I I GR 450 12170 7 EXISTING CONDITION RLOODNAY MODEL T 20JAN99 16:34:12 PAGE 4 ET 4.1 1930 9480 T X1 98450 49 4035 4215 800 700 880 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 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 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 7 442.5 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 9000 GR 446.5 9100 447.5 9165 447.3 9235 428.3 9265 428.5 9305 T 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 ET 4.1 2690 9530 X1 99280 49 4035 4215 750 750 830 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR T 442 1840 44 0.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 428.9 _ 4090 OR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 T OR 443.4 5500 442.1 5600 442.5 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 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 T OR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2300 9750 X1 100040 49 4035 4215 760 760 760 T 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 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 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 OR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447.5 9600 447 10400 446.9 10900 447 11000 T OR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2840 9700 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. T OR 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. GR 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. T 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. GR T T T T T T 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. 7 EXISTING CONDITION PLOODWAY MODEL T 20SAN99 16:34:12 PAGE 5 GR 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. GR 447.4 8770. 447.4 8819. 437.9 8 438.1 8887. 446.9 8906. 7 GR 447.8 8964. 447.8 9089. 445.0 91 848. 82. 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. 7 GR 457.1 10540. ET 4.1 2580 8630 X1 106080 52 2630. 2850. 1850.0 1775.0 3020.0 OR 460 1000 453.5 1160 450 1440 451 1870 453 2220 7 GR 447.5 2290 44].5 2360 453.5 2440 453.5 2630 439.5 2]30 GR 432.5 2740 430 2760 444 2800 452 2650 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 7 OR 445 4680 444 4810 441 4820 441 4830 444 4840 OR 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 6470 433 8480 420 8520 GR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8800 GR 7 7 7 7 7 �7 7 T I 446.5 9050 455 9660 7 EXISTING CONDITION FLOODWAY MODEL 20JAN99 16:34:12 PAGE 6 T1 DUPLICATION OF EFFECTIVE PIS FLOODWAY MODEL T2 100 -YR DISCHARGES - ENCROACHED PROFILE T T3 ELM PORK TRINITY RIVER J1 ICHSCK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 3 443.49 7 J2 NPROF IPLOT PRFVS XSECV XSECH PH ALLDC IEW CHNIM ITRACE 15 -1 I� T I I ^ I I 7 EXISTING CONDITION FLOODWAY MODEL T 20JAN99 16:34:12 PAGE 7 THIS RON EXECUTED 20JAN99 16:34:12 rr wxwrrrxxrrrww wx xrrrwxxwrx +rrrwxxxxr HEC-2 WATER SURFACE PROFILES 4.6.2; May 1991 r:; reion xr+ +•xxrrrwwxxxrrrr ++xrxr + +r + + ++rx NOTE - ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM PORK TRINITY RIVER SUMMARY PRINTOUT SECNO CWSBL Q DIPWSP RLMIN 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 35 03. 3 0 5516.33 10690.00 90880.000 443.60 44350.00 .00 414.50 2.08 6232.86 1000.00 8616.01 �w. * 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 T 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. D0 * 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 12585.10 93670.000 445.43 44350.00 .61 431.00 4.59 4349.72 2950.00 8650.00 a 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 y 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 * 93810.000 445.78 44350.00 .56 414.50 4.46 4574.86 2900.00 8650.00 ►I� 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 T 98450.000 T T T I 447.03 44350.00 .84 426.00 3.17 7459.65 1930.00 9480.00 7 EXISTING CONDITION PLOODWAY MODEL 16:34:12 PAGE 8 T 20JM99 SECNO CWSEL Q DIFWSP ELMIN VCH TOPWID SSTA ENDST T 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 t 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 7 EXISTING CONDITION PLOODWAY MODEL T 20JANII 16:34:12 PAGE 9 7 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO. 90SS0.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS ///777 WARNING SECNO= 93620.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93620.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO- 93730.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 7 CAUTION SECNO- 93730.000 PROFILE. 2 BRIDGE DECK DEFINITION ERROR CAUTION SECNO. 93760.000 PROFILE. 2 BRIDGE DECK DEFINITION ERROR WARNING SSCNO= 93830.000 PROFILE: 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 7 WARNING SSCNO. 93810.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCN0. 97570.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE T WARNING SECNO- 98450.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 103060.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE T WARNING � 7 -I T T T T T T T SSCNO= 103060.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r EXISTING CONDITION FLOODPLAIN MULTIPLE PROFILE 7 7 EXISTING CONDITION MODEL MULTIPLE PROFILE rraff••xra + +aa•ff•rxxf rrrr + *aaf a +x +aa +•f +r•• w+*•*+•* •• +xrr * * *•• +fff+•+•rrr•rrrxx + +a • HEC -2 WATER SURFACE PROFILES r + * Version 4.6.2; May 1991 w • * RUN DATE 24APR99 TIME 14:22:34 + a++• rxrr+ff• rxr +xrafr•rrrr ++ * + + + + +••xxr�r ♦*♦ af*lr4r♦+lf +flf rr +af l +Irr Yr ri*++ + +ffff♦ x x VYYVYYY 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, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 T EXISTING CONDITION MODEL MULTIPLE PROFILE T 24APR99 14:22:34 PAGE 1 THIS RON EXECUTED 24APR99 14:22:34 T r**rarr +aa r*x x +r rr r *x*aarrr* + ** *ar a** NBC -2 WATER SURFACE PROFILES version 4.6.2; May 1991 T * *xx * *r* +r**rrr *r *aaa *rr + * +aa TI DUPLICATION OF EFFECTIVE PIS MULTI-PROFILE MODEL T2 10 -M DISCHARGES T T3 ELM PORK TRINITY RIVER [EPPISDPM.IH2] J1 ICHHCK INQ NINV IDIR STRT METRIC WINS Q WERE, PQ T 2 439.3 J2 NPROP IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACH J3 VARIABLE CODES FOR SUMMARY PRINTOUT T 150 JS LPRNT NUMSEC * * ** ****REQUESTED SECTION NUMBERS * * * * * * ** r� -10 -10 NC .08 .06 .075 .1 .3 OT 4 24300 37100 44350 60400 STARTING WATER SURFACE ELEVATIONS ESTIMATED FROM PIS FLOOD PROFILES TTY X1 90000 40 9412 9733 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 GR 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 T 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 GR 440 9840 438 10004 438 10690 445 10765 445 14855 T X1 90880 45 7725 7990 500 780 880 OR 438 1000 438 1920 440 2230 440 2640 436.9 2870 OR 440.5 3500 436.5 3692 438.5 4080 438.5 4440 445.1 4510 OR 448.5 4860 462.2 4920 457 5530 444 5860 437 6165 T GR 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 7666 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 441.6 8099 T GR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 8550 T T T T T T T T T T T T T T T T T T T I'^ EXISTING CONDITION MODEL 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 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 4000 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 7700 427.2 7004 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. GR 443 3720 446.5 3010 449.5 4200 449.5 4$20 446.5 4710. GR 445.5 4910 445.0 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 410 8230. 420 0260 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 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. OR 444 12330 443.5 12430 447 12840 450. 12940. I T EXISTING CONDITION MODEL MULTIPLE PROFILE T 24APR99 14:22:34 PAGE 3 NC .3 .5 X1 93730 44. 8490 8800 60 60 60. T ET 2 8490 443.5 439.6 8800 448.5 444.6 OR 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 T 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 OR 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 OR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 T OR 445 12720 445 12820 447 13120 450 13260 X1 93760 30 30 30 T X2 1 NC .07 .07 .06 X1 93810 58 8200 8450 50 50 50 GR 445 1000 445 1080 446 1180 446 1240 441 1530 T 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 T 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. T 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 T X1 97570 56 5490 5680 2100 1700 3760 GR 450 600 446 620 444 880 444 1150 442 1420 OR 442 1870 440 2160 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 T 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 T GR 442 8350 442 9230 444 9520 440 9630 434 9655 OR 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 X1 98450 49 4035 4215 800 700 880 T OR 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 }� OR 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 I I I I T T EXISTING CONDITION MODEL MULTIPLE PROFILE T 24APR99 14:22:34 PAGE 4 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 T GR 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 T 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 T 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 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 T 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 T 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 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 T GR 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 GR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 Xi 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. T GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3211. 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 3564. 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. T 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 443.6 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. T 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. OR 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 T EXISTING CONDITION MODEL MULTIPLE PROPILE T 24APR99 14:22:34 PAGE 5 X1 106080 52 2630. 2850. 1850.0 1775.0 3020.0 OR 460 1000 453.5 1160 450 1440 451 1870 4S3 2220 OR T 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 OR 432.5 2740 430 2760 444 2800 4S2 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 T 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 44B.5 8800 OR T T T T T T T T T T I T I T T I 446.5 9050 455 9660 T EXISTING CONDITION MODEL MULTIPLE PROFILE T 14APR99 14:22:34 PAGE 6 T1 DUPLICATION OF EFFECTIVE PIS MULTI- PROFILE MODEL T2 50 -YR DISCHARGES T T3 ELM FORK TRINITY RIVER S1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 3 441.8 T S2 NPROF IPLOT PRFVS XSECV XSECH PH ALLOC IEW CHNIM ITRACE 2 -1 T T T T T T I I I T T I T T 7 I r-. EXISTING CONDITION MODEL MULTIPLE PROFILE 24APR99 14:22:34 T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 100 -YR DISCHARGES T3 ELM PORK TRINITY RIVER J1 ICHRCK INQ NINV IDIR STRT METRIC HVINS Q NEEL PQ 4 443.41 J2 NPROF IPLOT PRPVS XSRCV XSECH PH ALLDC IEW CHNIM ITRACS 3 -1 PAGE 7 T EXISTING CONDITION MODEL MULTIPLE PROFILE 14:22:34 PAGE S T 24APR99 T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 500 -YR DISCHARGES T3 ELM PORK TRINITY RIVER T J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ E 445.9 J2 T NPROF IPLOT PRFVS XSRCV XSBCH FN ALLDC IBW CHNIM ITRACE T T T -I I I I I 15 -1 T EXISTING CONDITION MODEL MULTIPLE PROFILE T 24APR99 14:22:34 PAGE 9 THIS RON EXECUTED 24APR99 14:22:35 T rr + ++r r +rrrrxr +++ +rrrr +x ++e +rrr + +rr ++ HBC -2 WATER SURFACE PROPILS9 Voroion 4.6.2; May 1991 rrr +rr ++ ***ra+x+rrxrrr rr x+ +rrrrrrrrrx NOTE - ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST T ELM PORK TRINITY RIVER PRINTOUT TABLE 150 T SUMMARY SSCNO XLCH SLTRD ELLC BLMIN Q CWSEL CRIWS EG lOrm VCH AREA .OIK T 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 T .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 T 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 T 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 T 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 1]804.15 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 T 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 .00 944.01 2.47 1.93 40568.76 20233.98 92300.000 210.00 .00 .00 415.10 60400.00 446.24 .00 446.26 1.58 1.68 62247.29 48115.69 IT + 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 2087.92 ± 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 + 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 67 93670.000 50.00 .00 .00 431.00 44750.00 444.82 .00 444.90 11.04 3.91 25430.74 13349.95 93670.000 T 50.00 .00 .00 431.00 60400.00 446.75 .00 446.78 4.93 2.61 45478.22 T EXISTING CONDITION MODEL MULTIPLE PROFILE 27196.46 93730.000 T 60.00 443.50 444.60 414.50 24300.00 442.24 .00 442.77 54.22 6.31 4617.07 3300 .21 93730.000 60.00 443.50 444.60 414.50 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 T + 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 T T T 1 T -I T T T T I T I T T I T T EXISTING CONDITION MODEL MULTIPLE PROFILE 24APR99 14:22:34 PAGE 10 T SECNO XLCH ELTRD SLLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA O1K T 93760.000 30.00 443.50 444.60 414.50 24300.00 442.49 .00 442.95 50.38 5.99 5111.22 3423.6 9 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 T 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 T * 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 *5637.55 93810.000 50.00 .00 .00 414.50 44350.00 445.22 .00 445.29 4.70 3.43 31103.70 20459.75 T * 93810.000 50.00 .00 .00 414.50 60400.00 446.90 .00 446.94 2.97 2.91 49006.05 35075.66 T * 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 *5874.44 97570.000 3760.00 .00 .00 423.00 44350.00 445.98 .00 446.00 2.02 2.21 47601.16 31239.03 T 97570.000 3760.00 .00 .00 423.00 60400.00 447.44 .00 447.46 1.76 2.19 63955.03 45523.53 T * 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 *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 T * 98450.000 880.00 .00 .00 426.00 60400.00 447.61 .00 447.66 3.87 3.09 47419.78 30710.44 T 99280.000 830.00 .00 .00 428.00 24300.00 444.66 .00 444.70 4.41 2.73 22600.43 1157 0 . 1 3 99280.000 830.00 .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.]] 37937.84 22551.95 T 99280.000 830.00 .00 .00 428.00 60400.00 447.90 .00 447.93 3.32 2.73 50699.86 33159.57 T 100040.000 760.00 .00 .00 428.30 24300.00 444.99 .00 445.02 3.96 2.42 23926.13 12 215.08 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 .00 428.30 44350.00 446.83 .00 446.86 3.61 2.54 39065.74 23330.86 T 100040.000 760.00 .00 .00 428.30 60400.00 446.15 .00 448.18 3.17 2.54 51874.95 33906.21 T * 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 8]82.34 * 103060.000 3020.00 .00 .00 430.00 44350.00 448.11 .00 448.20 16.04 4.44 24275.03 11072.66 T * 103060.000 3020.00 .00 .00 430.00 60400.00 449.21 .00 449.28 12.45 4.13 33961.10 17116.10 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 12315.18 106080.000 T 3020.00 .00 .00 420.00 44350.00 450.57 .00 450.62 9.70 3.19 26212.53 14237.99 106080.000 T 3020.00 .00 .00 420.00 60400.00 451.45 .00 451.52 10.74 3.45 32405.79 EXISTING CONDITION MODEL MULTIPLE PROPILS 18432.17 EXISTING CONDITION MODEL MULTIPLE PROFILE 24APR99 14:22:34 ELM PORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIPWSP DIPWSX DIFKWS TOPWID XLCH 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 90580.000 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 4982.29 1320.00 * 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 93760.000 37100.00 444.16 1.68 .26 .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 PAGE 11 + EXISTING CONDITION MODEL MULTIPLE PROFILE 24APR99 14:22:34 PAGE 12 SECNO Q CWSHL DIPWSP DIPWSX DIPRWS TOPWID XLCH + 97570.000 24300.00 444.01 .00 1.02 .00 8882.05 3760.00 T 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 T 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 T + 98450.000 60400.00 447.61 1.42 .18 .00 10060.41 880.00 9280.000 24300.00 444.66 .00 .42 .00 7963.60 830.00 99 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 T 1000 40.000 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 T 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 + T 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 T T I T T T T T T T T 106080.000 60400.00 451.45 .88 2.24 .00 7325.99 3020.00 EXISTING CONDITION MODEL MULTIPLE PROFILE 24APR99 14:22:34 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 93620.000 WARNING SECNO. 93620.000 WARNING SSCNO. 93620.000 WARNING SSCNO= 93620.000 WARNING SECNO= 93670.000 WARNING SRCNO. 93730.000 WARNING SECNO= 93730.000 WARNING SECNO. 93730.000 WARNING SRCNO. 93810.000 WARNING SECNO. 93810.000 WARNING SECNO= 93810.000 WARNING SECNO. 93810.000 WARNING SBCNO= 97570.000 WARNING SSCNO= 97570.000 WARNING SECNO= 97570.000 WARNING SECNO. 98450.000 WARNING SECNO- 98450.000 WARNING SECNO. 98450.000 WARNING SECNO. 98450.000 WARNING SECNO. 103060.000 WARNING SSCNO= 103060.000 WARNING SBCNO. 103060.000 WARNING SBCNO= 103060.000 WARNING SSCNO= 106080.000 WARNING SECNO. 106080.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS PAGE 13 EXISTING CONDITION CROSS SECTIONS r ELM FOr, TRINITY RIVER Cross - Section 90000 468 458 448 - - - - - - - - - - - - - w 438 m m L w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- -Bridge - -CWSEL 1 p p Encroachments Q p ET 1 -- ground Section ELM FOi. TRINITY RIVER Cross - Section 90880 468 458 448 Y - _ - _ - - _ _ - - - - ll C 0 438 m w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) - .-Bridge - -CWSEL 1 p p Encroachments p p ET 1 z round Section ELM FOk. TRINITY RIVER Cross - Section 92090 468 458 448 - - - - - - - - - w C 438 ,U w m w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- -Bridge - -CWSEL 1 p p Encroachments Q p ET 1 Ground Section ELM FOh TRINITY RIVER Cross - Section 922300 M . Ew GC[ Y li c 0 43£ m m w 42 41 4( 1000 3000 - -Bridge ground Section 5000 /uuu auUU Distance (Ft) - -CWSEL 1 Q p Encroachments A AET 1 )00 ELM FOk TRINITY RIVER Cross - Section 93620 468 458 448 w C 0 438 CU -1 w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) - -- Bridge - -CWSEL 1 p p Encroachments p p ET 1 - round Section ELM FOa TRINITY RIVER Cross - Section 93670 46B- 458- 448 LL c 0 438 w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) - -- $ridge — -CWSEL 1 p pEncroachments p pET 1 ground Section ELM FOi TRINITY RIVER Cross - Section 93730 468 458 448 i LL C 438 m m U w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) - - -Bridge — —CWSEL 1 Q QEncroachments p AET 1 Ground Section ELM FOi TRINITY RIVER Cross - Section 93760 468 458 448 I -- - - - w C 438 m a) w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -.-Bridge - -CWSEL 1 Q p Encroachments p p ET 1 g round Section I 7 _1 - -I _ -1 --- 1 - r -- - 1 ELM FOK TRINITY RIVER Cross - Section 93810 468 458 448 U_ c 438 m w p 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 EXISTING CONDITION WATER SURFACE PROFILES 7 I ELM FORK TRINITY RIVER Cross - Sections (90400 to 203064) I i 500 YEAR --~ - --�" i ass— �CF_.�1� `�- � I f 435 I 425' i 96' � 9 70 i EXISTING CONDITIONS r I I i 90280 93 _ I 92 I 9aa� T— — -T__— 96000 98000 204000 202000 104400 106000 90404 92004 94000 Channel Length <Ft) -- -C VSEL i - -� VSEL "2 � YSEL 3 CVSEL 4 --- a;tdge __ r FLOODPLAIN AND FLOODWAY DELINEATION r- I I COOT r r PROPOSED CONDITION FLOODWAY MODEL r r r r r r PROPOSED CONDITION PLOODWAY MODEL xrr* RRf f• rrrxYwrr !! + +*rwwwr••/rrrr ++ +xaaarrR rlfffrrwR•rf +* * //aaw *xf+fa/r *r//+*+wrr! T it w HEC -2 WATER SURFACE PROFILES • • U.S. ARMY CORPS OF ENGINEERS x • * HYDROLOGIC ENGINEERING CENTER x Version 4.6.2; May 1991 609 SECOND STREET, SUITE D t * : DAVIS, CALIFORNIA 95616 -4687 t * RUN DATE 24APR99 TIME 15:55:50 * • (916) 756 -1104 f 4 4fff +f*frwt / /++a *tR••••awYwYff *f lrrrt 4 / /+ ** T alRtflff /rYV!!+*Irrr1!/+ +Yf rwYeff /r +rf♦ T x x YXYYVYY 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 T T 7 T T T 7 T 1 7 T 7 ,I 7 x x %XYYY YV XX xxxxxxY T PROPOSED CONDITION PLOODWAY MODEL 24APR99 15:55:50 PAGE 1 / T THIS RUN EXECUTED 24APR99 15:55:50 �I wrrra ra a .. .......................**r HEC -2 WATER SURFACE PROFILES V.r.i. 4.6.2; May 1991 7 •♦ rr.. rrrrrrxrtt*r.r.r.rratxxtt *.r..r _ T1 DUPLICATION OF EFFECTIVE PIS PLOODWAY MODEL T2 100 -YR DISCHARGES - NATURAL PROFILE 7 T3 ELM FORK TRINITY RIVER [EFFISDPP.IH2] J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ 7 2 443.41 J2 NPROF IPLOT PRFVS XSBCV XSECH FN ALLDC IBW CHNIM ITRACE T 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT i 38 1 43 50 42 26 4 53 54 JS LPRNT NUMSEC ar** SECTION NUMBERS * ** * * * ** 10 -10 7 NC .08 .06 .075 .1 .3 QT 2 44350 44350 ST 4.1 4950 10690 X1 90000 40 9412 9733 7 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 GR 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 7 GR 435 9442 434.4 9452 431.9 9522 431 9557 415.9 9589 GR 409.6 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 9810 GR 440 9640 438 10004 438 10690 445 10765 445 14855 7 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 GR 440.5 3500 436.5 3692 438.5 4080 438.5 4440 445.1 4510 GR 448.5 4860 462.2 4920 4 5 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 T 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 T GR 438 8600 445 8620 445 12805 445 12915 450 13000 7 7 7 7 PROPOSED CONDITION P LOO DWAY MODEL T 24APR99 15:55:50 PAGE 2 HT 4.1 3900 10020 X1 92090 45 9000 9320 964 1234 1210 7 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 7 446.90 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 429.6 9634 7 GR 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 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 436 7550 439.7 7616 440.7 7656 GR 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 T GR 423.3 7875 430.1 7690 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 6480 440 6520 440 8700 445 8712 GR 445 12340 450 12580 �}` it NC .07 .06 .06 HT 4.1 2950 8650 XS 93620 49 8200 6360 2570 1420 1320. GR 445 1000 445 1080 446 I1B0 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 7 443 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 7 418 8230. 420 8260 414.5 6280 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. 7 NC .07 .1 .06 HT 4.1 2950 8650 X1 93670 59 8200 8410. 50 50 50. GR 445 1000 445 1080 446 1180 446 1240 441 1530. 7 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 6260 442 6470 444 6660. T 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. GR 442 10140 443 10540 444 10650 444 10800 445 10930. 7 GR 442.5 12000 442.5 12110 441 12200 439 12210 441.5 12220. OR I 444 12330 443.5 12430 447 12840 450. 12940. NC PROPOSED CONDITION PLOODWAY MODEL 24APR99 15:55:50 ST 4.1 PAGE 3 NC .3 .5 ST 4.1 3000 8800 7 X1 93730 44. 8490 8800 60 60 60. ST 2 8490 443.5 439.6 8800 446.5 444.6 GR 450 1000 447 1420 447 1620 443 2020 442 2480 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220. n. �I GR 447 5420 443.5 5820 443.5 6120 445 6380 442 6890 GR 445 7290 443.5 7860 441 1920 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 88]0 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 GR 445 12720 445 12620 447 13120 450 13260 ST 4.1 3000 8800 X1 93760 30 30 30 X2 1 NC .07 .07 .06 ET 4.1 2900 8650 X1 93810 58 8200 8450 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 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 6200 GR 418 8230 420 8260 414.5 8280 437.5 8380 439 6400 GR 439 8450 443.5 8590 444.5 9620 443.5 10000 443 10140 GR 443 10540 444 10650 444 10800 445 10930 442.5 12000. GR 442.5 12110 441 12200 439 12210 441 12220 444 12330. GR 443.5 12430 447 12640 450 12940. NC .07 .09 .06 .1 .3 ST 4.1 3100 10700 X1 97570 56 5490 5680 2100 1700 3760 GR 450 600 446 820 444 880 444 1150 442 1420 GIt 442 1870 440 2180 440 3800 442 3620 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 T 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 6175 433.2 8200 433.2 8265 440 8270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 42 428 9685 434 9]00 440 9710 444 9]60 GR 446 100 05 446. 3 10275 446 10560 446 11000 446 12100 GR 450 12170 T T T I 7 PROPOSED CONDITION PLOODWAY MODEL 7 14APR99 15:55:50 PAGE 4 ET 4.1 1930 9480 X1 98450 49 4035 4215 800 700 880 h �T r GR 451 1000 444 1030 441.5 1190 439.] 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 492.5 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 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 7 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 6900 446.5 9000 GR 446.5 9100 447.5 9185 447.3 9235 428.3 9265 428.5 9305 T GR 446 9325 447.5 9800 446 10400 446.9 10900 446.5 11000 GR 448 11100 455 11200 457.5 11300 459.2 11930 ET 4.1 2690 9530 11 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 426.9 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 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 7 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 496.9 10900 447 11000 GR 7 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2300 9750 X1 100040 49 4035 4215 760 760 760 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.] 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 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 993 6690 442.5 6700 GR 442.5 6800 441.4 7000 440.2 ]115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 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 7 GR 448 11100 455 11200 457.5 11300 459.2 11420 ST 4.1 2840 9700 X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GA 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. 7 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. GR 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. 446.2 3574. 446.5 3584. 446.9 3605. 7 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. 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 1 7 -7 7 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. 7 PROPOSED CONDITION PLOODWAY MODEL T 24APR99 15:55:50 PAGE 5 GR 444.2 7400. 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 0564. �}' GR 447.9 8770. 447.4 0819. 437.9 8848. 438.1 8887. 446.9 8906. 1 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, 7 GR 457.1 10540. ET 4.1 2580 6630 X1 106080 52 2630. 2850. 1850.0 1775.0 3020.0 GR 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 GR 432.5 2740 430 2760 444 2600 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 T GR 445 4660 444 4810 441 4620 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 6470 433 8480 420 8520 GR 433 8550 435.5 8590 443.5 6610 449 8640 448.5 0800 f �T GR 446.5 9050 455 9660 '.I :I '.I I PROPOSED CONDITION FLOODWAY MODEL 24APR99 15:55:50 T1 DUPLICATION OF EFFECTIVE PIS FLOODWAY MODEL T2 100 -YR DISCHARGES - ENCROACHED PROFILE T3 ELM FORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 3 443.49 J2 NPROP IPLOT PRFVS XSECV XSECH PH ALLDC IEW CHNIM ITRACE 15 -1 PAGE 6 PROPOSED CONDITION FLOODWAY MODEL 24APR99 15:55:50 PAGE 7 THIS RUN EXECUTED 24APR99 15:55:51 �� rrx+++ xrrrrrrxx++xx ++x+ +rrrrrrrxxxx+• HBC -2 WATER SVRFAC6 PROFI LB9 Version 4.6.2; May 1991 +rrrrrrxr+xrrrrrrrr rrxxrrrrrrrrrrrre♦ NOTE- ASTERISK (x) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT SBCNO CWSEL Q DIFWSP ELMIN VCH TOPWID SSTA ENDST T 90000.000 443.41 44350.00 .00 409.60 2.26 7382.51 1008.24 10747.96 90000.000 443.49 44350.00 .0a 409.60 3.81 3503.30 5516.33 10690.00 90860.000 443.60 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 .OD 431.00 3.41 9698.05 1308.21 12585.10 93670.000 445.43 44350.00 .61 431.00 4.59 4349.72 2950.00 8650.00 R 444.88 44350.00 .00 414.50 4.61 5236.82 1832.18 8800.00 * 93730.000 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 7602.20 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 r 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 97570.000 446.82 44350.00 .84 423.00 2.33 7600.00 3100.00 10700.00 r 98450.000 446.19 44350.00 .00 426.00 3.25 8302.07 1020.60 10506.65 T 96450.000 T 447.03 44350.00 .84 426.00 3.17 7459.65 1930.00 9480.00 PROPOSED CONDITION PLOODWAY MODEL 24"R99 15:55:50 PAGE 8 SECNO CWSEL Q DIPWSP ELMIN VCN 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 4.49 8576.71 1150.70 10139.76 • 103060.000 448.88 44350.00 .77 430.00 3.92 6712.46 2840.00 9700.00 /f 106080.000 450.57 44350.00 .00 420.00 3.19 6543.06 1394.46 9342.03 106080.000 '.I .I :I : .I 7 7 7 450.88 44350.00 .31 420.00 3.09 5610.38 2648.69 8630.00 7 PROPOSED CONDITION PLOODWAY MODEL 24APR99 15:55:50 PAGE 9 7 7 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING S8CNO= 90880.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SBCNO- 93620.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 7 WARNING SHCNO= 93620.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO. 93730.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE T CAUTION S8CN0= 93730.000 PROFILE- 2 BRIDGE DSCK DEFINITION ERROR CAUTION S8CNO= 93760.000 PROFILE= 2 BRIDGE DECK DEFINITION ERROR WARNING EEC 93810.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE T WARNI NG SRCN0� 93810.000 PROFILE.. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECHO= 97570.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO= 97570.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE T WARNING S8CN0= 98450.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SHCN0= 103060.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SBCNO 103060.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .I PROPOSED CONDITION MULTIPLE PROFILE MODEL T T T PROPOSED CONDITION MULTIPLE PROFILE rrrr +rarrrrr+ +rrr rrrrrrrrrrrrxr +r +rr rrrxx rrr �.r rr + +wrarrrraaarrrrr rr +r +wr + +rxarrrrrrr+ * HEC-2 WATER SURFACE PROFILES + r n * Version 4.6.2; May 1991 ' r e RUN DATE 24APR99 TIME 14:22:34 +aarrr +ra• rrr +rrrrrrrrrrrr +x ++errr rr *rrra+ +raa ar*+ rrar•r + + +rrwrrrrrrrr +x +rrxrrrr* 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 xxxxxxx xxxxx xxxxxxx * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITS 0 * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 PROPOSED CONDITION MULTIPLE PROFILE r� 24APR99 14:22:34 PAGE 1 n THIS RUN EXECUTED 24APR99 14:22:34 r++ rrr rr*+rrx + ++rrx+ +xrrrrrx +rrrrrrr+ HSC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 DUPLICATION OF EFFECTIVE PIS MULTI- PROPILS MODEL T2 10-YR DISCHARGES T3 ELM PORK TRINITY RIVER CEFFISDPM.IH2] J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL PQ I" 2 439.3 J2 NPROP IPLOT PRFVS XSSCV XSECH PH ALLDC IBW CHNIM ITRACE n 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 JS LPRNT NUMSEC ** * * * ** *REQUESTED SECTION NUMBERS * *** * *** I� -10 -10 NC .08 .06 .075 .1 .3 QT 4 24300 37100 44350 60400 STARTING WATER SURFACE ELEVATIONS ESTIMATED FROM PIS FLOOD PROFILES a. X1 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 OR 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 9509 OR 409.6 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 9810 GR 440 9840 438 10004 438 10690 445 10765 445 14855 r, %1 90880 45 7725 7990 500 780 880 GR 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 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 GR 441.8 8100 440 8245 429.4 8204 429.4 8512 438 8550 T T r PROPOSED CONDITION MULTIPLE PROFILE PAGE 2 �.n 12805 24APR99 14:22:34 450 13000 964 GR 438 8600 445 8620 w+ X1 92090 45 9000 9320 437.6 OR 452.80 1000 452.40 1100. ' GR 441.50 1800 442.50 2100. 445 GR 440.2 4110 439.9 4210. r. GR 440.20 5500 441.4 5600 442.8 GR 441.60 6950 440. 6965 410.6 OR 446.90 8700 441.2 8800 440.9 GR 427 9135 412.7 9175 440 GR 430 9300 442.5 9320 r+ GR 429.8 9864 439.1 9900 438.6 X1 92300 42 7703 7969 441.4 GR 438 1000 438 1580 �. GR 442.3 3820 438 4450 431.8 GR 437.8 6070 438.2 6660 415.1 OR 437.3 7703 433.8 7716 431.1 GR 417.8 7820 415.1 7821 440 GR 423.3 7875 430.1 7890 i+ GR 439 7969 440.7 8000 2570 GR 429.9 8250 429.9 8480 446 GR 445 12340 450 12580 rn NC .07 .06 .06 3300. 449.5 X1 93620 49 8200 8380 446 GR 445 1000 445 1080 444 GR 440 2300 439.5 2700 439.5 GR 443 3720 446.5 3810 440.5 OR 445.5 4910 445.8 5000 414.5 GR 442.5 5760 445 5970 444.5 GR 444 7100 443 7320 447 GR 436.5 7670 441.5 7690 n GR 418 8230. 420 8260 446 OR 439 8450. 443.5 8590 440.5 GR 445 10220 445 12430 449.5 NC .07 .1 .06 4710. 446 X1 93670 59 8200 8470. 444 GR 445 1000 445 1080 439.5 OR 440 2300 439.5 2700 440.5 GR 443 3720 446.5 3810 ^+ GR 445.5 4910 445.8 5000 443.5 GR 442.5 5760 445 5970 444 GR 444 7100 443 7320 441 GR 436.5 7670 441.5 7690 447 GR 437.5 8225 437.5 8274 w+ GR 437.5 8420 439 8470 GR 442 10140 443 10540 GR 442.5 12000 442.5 12110 GR 444 12330 443.5 12430 n r+ A PROPOSED CONDITION MULTIPLE PROFILE PAGE 2 445 12805 445 12915 450 13000 964 1234 1210 444.3 1300 444.20 1400 442.4 1600 437.6 2500 438.9 3475 439.8 4100 435.1 4700 438.9 5100 440.5 5300 445 6000 442.3 6080 440.8 6930 440 8250 446.5 8400 444 8600 442.8 8940 445.2 8970 443 9000 410.6 9190 428 9235 426 9260 440.9 9444 444.9 9594 429.8 9634 440 10010 445 10025 445 14000 210 210 210 438.6 2280 441.1 2710 438 3080 441.4 4800 437 5080 446.4 5405 438 7550 439.7 7618 440.7 7656 431.8 7757 427.6 7780 427.2 7804 415.1 7862 417.1 7863 421.6 - 7870 431.1 7928 434.9 7938 435.1 7951 440 8158 440 8159 440 8210 440 8520 440 8700 445 8712 2570 1420 1320. 446 1180 446 1240 441 1530 440.5 2900 439 3010 438.5 3300. 449.5 4200 449.5 4520 446.5 4710. 446 5090 444 5240 442.5 5470. 444 6280 442 6470 444 6660. 439.5 7580 437.5 7610 431 7630. 440.5 7830 441 7940 439.5 8200 414.5 8280 437.5 8380. 439 8400. 444.5 9620 443.5 10000 442 10140. 447 12840 450 12940. 50 50 50. 446 1180 446 1240 441 1530. 440.5 2900 439 3010 438.5 3300. 449.5 4200 449.5 4520 446.5 4710. 446 5090 444 5240 442.5 5470. 444 6280 442 6470 444 6660. 439.5 7580 437.5 7610 431 7630. 440.5 7830 441 7940 439 8200. 434 8275 434.3 8390 437.2 8391. 443.5 8620 444.5 9620 443.5 10000. 444 10650 444 10800 445 10930. 441 12200 439 12210 441.5 12220. 447 12840 450. 12940. PROPOSED CONDITION MULTIPLE PROFILE 24APR99 14:22:34 PAGE 3 NC .3 .5 XI 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 .7660 441 7920 439.5 8010 431.5 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 - X1 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 436.5 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 OR 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. 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 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 GR 436 5630 440 5680 440 5920 442 6000 442 6680 GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 OR 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 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 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 OR 442.5 6900 441.4 7000 440.2 7115 439.8 7500 440 7600 PROPOSED CONDITION 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 R 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 %1 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 r 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 n 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 n X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 OR 455.5 1000. 451.7 1023. 446.7 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. R 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 r� PROPOSED CONDITION MULTIPLE PROFILE 24APR99 14:22:34 PAGE 5 X1 106080 52 2630. 2850. 1650.0 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 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 GR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8800 GR 446.5 9050 455 9660 PROPOSED CONDITION MULTIPLE PROFILE 24APR99 14:22:34 T1 DUPLICATION OF EFFECTIVE PIS MULTI - PROFILE MODEL T2 SO -YR DISCHARGES T3 BLM PORK TRINITY RIVER J1 ICHBCK INQ NINV IDIR STRT METRIC HVINS Q 3 J2 NPROF IPLOT PRPVS XSECV XSECH PH ALLDC IBW 2 -1 WSBL PQ 441.8 CHNIM ITRACE PAGE 6 PROPOSED CONDITION MULTIPLE PROFILE WSEL FQ 443.41 CHNIM ITRACR PAGE 7 24APR99 14:22:34 TS DUPLICATION OF EFFECTIVE FIE MULTI - PROFILE MODEL T2 100 -YR DISCHARGES r. T3 ELM FORK TRINITY RIVER JI ICHECK INQ NINV IDIR STRT METRIC HVINS Q r. 4 _ J2 NPROF IFLOT PRFVS XSSCV XSECH FN ALLDC IS' 3 1 r r r r r r WSEL FQ 443.41 CHNIM ITRACR PAGE 7 PROPOSED CONDITION MULTIPLE PROFILE /+ 24APR99 14:22:34 T1 DUPLICATION OF EFFECTIVE FIE MULTI - PROFILE MODEL T2 500 -YR DISCHARGES r T3 ELM PORK TRINITY RIVER ' J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q r. 5 J2 NPROF IPLOT PRFVS XSECV XSSCH FN ALLDC IEW 15 -1 r r r WSSL FQ 445.9 CHNIM ITRACS PAGE P 24APR99 14:22:34 PROPOSED CONDITION MULTIPLE PROFILE PAGE 9 THIS RUN EXECUTED 24APR99 14:22:35 rr rrrrrrrrxrrarrrxrrrrrrwaarrrr • rr rrw HEC -2 WATER SURFACE PROFILES ^n. Vezei. 4.6.2; May 1991 arrrrrraarrrarr :rxaarrrrrr rr arrrrrrr♦ NOTE - ASTERISK (r) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST n ELM PORK TRINITY RIVER r.n SUMMARY PRINTOUT TABLE 150 SECNO XLCH BLTRD BLLC ELMIN Q CWSBL MINE BG 10*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 mow. 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 44526.46 r 90880.000 880.00 .00 .00 414.50 24300.00 440.01 .00 440.11 6.63 2.75 14743.68 9436.10 90880.000 880.00 .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 90880.000 880.00 .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 10348.14 92090.000 1210.00 .00 .00 410.60 37100.00 442.60 .00 442.66 4.34 2.39 26899.09 i+ 17604.15 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 r 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 w 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 w 93620.000 1320.00 .00 .00 414.50 44350.00 444.69 .00 444.84 7.07 4.73 22800.47 16681.18 w 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 PROPOSED CONDITION MULTIPLE PROFILE 27196.46 /+ ' 93730.000 60.00 443.50 444.60 414.50 24300.00 442.29 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 n n �w n I� rte. n 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 n PROPOSED CONDITION MULTIPLE PROFILE r. 24APR99 14:22:34 PAGE 10 SECNO XLCH ELTRD ELLC HLMIN Q CWSEL CRIWS EG 10-KS VCH AREA .01K 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 p. 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 + 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 �w 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 I� + 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 r 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 i + 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 r 16285.66 * 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 P" 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 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 n 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 .00 428.30 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 * 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 w• * 106080.000 3020.00 .00 .00 420.00 24300.00 449.09 .00 449.13 7.75 2.72 17426.80 6726.28 + 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 n PROPOSED CONDITION MULTIPLE PROFILE T 18432.17 r r . 24APR99 14:22:34 ELM PORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 PROPOSED CONDITION MULTIPLE PROFILE PAGE 11 r- SECNO Q CWSEL DIPWSP DIPWSX DIPKWS TOPWID XLCH 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 ^. 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 .07 .00 7437.88 210.00 .1.28 92300.000 60400.00 446.24 2.26 .04 .00 11381.40 210.00 * 93620.000 24300.00 441.90 .00 1.05 .00 3276.92 1320.00 * 93620.000 37100.00 443.62 1.72 .92 .00 4962.29 1320.00 * 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 r 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 5236.82 60.00 * 93730.000 60400.00 446.77 1.89 .03 .00 10125.95 60.00 r 93760.000 24300.00 442.49 .00 .25 .00 2282.21 30.00 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 PAGE 11 r- y PROPOSED CONDITION MULTIPLE PROFILE �* 24APR99 14:22:34 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH + 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 n * 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 I� 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 n. 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 n 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 n + 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 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 r� I PAGE 12 r+ PROPOSED CONDITION MULTIPLE PROFILE �. 24APR99 14:22:34 PAGE 13 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO. 93620.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r. WARNING SSCNO. 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 R r r WARNING SECNO= 93730.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 93730.000 PROPILS= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO= 93730.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO= 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 SECNO. 93810.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS WARNING SECNO= 97570.000 PROPILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 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 PANGS WARNING SECNO- 98450.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SSCNO= 103060.000 PROFILE. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO. 103060.000 PROFILE. 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SHCNO. 103060.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE i.. WARNING SECNO. 103060.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGS WARNING SECNO. 106080.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 106080.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r PROPOSED CONDITION CROSS SECTIONS ELM FO.,., TRINITY RIVER Cross - Section 90000 458 448 — — — — — — — — — — — — — w c 438 lu m m Ld w O 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 ELM FG TRINITY RIVER Cross - Section 90880 468 458 448 w C 438 .0 m m w w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- Bridge — -CWSEL 1 p p Encroachments p p ET 1 g round Section LLM FUN.. IK1N11Y K1VLK Cross - Section 92090 468 458 448 w — — — — — — — — — — — — — c 438 +u ro m w w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) - -Bridge — —CWSEL 1 p p Encroachments p p ET 1 g round Section M . ELM FL. TRINITY RIVER Cross - Section 92300 M MM U_ c 438 y J w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- Bridge - -CWSEL 1 p p Encroachments p Q ET 1 Ground Section CI M Ct TDTAITTV DTVCD Cross - Section 93620 468 458 448 L c 0 438 Y a) U1 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 ELM FG.., TRINITY RIVER Cross - Section 93670 468 458 448 y LL C 438 ., m m L w 428 I 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) -- Bridge - -CWSEL 1 p p Encroachments p p ET 1 g round Section ELM F TRINITY RIVER Cross-Section 93730 Aao YVV 458 448 i - - -- y i 0 438 y W 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) --Bridge - -CWSEL 1 Q Q Encroachments Q A ET 1 g round Section ELM FOt._ TRINITY RIVER Cross - Section 93760 468 458 448 i 4 i 0 438 .0 ro a� w 428 418 408 1000 3000 5000 7000 9000 11000 13000 15000 Distance (Ft) - - - Bridge - -CWSEL 1 p pEncroachments p pET 1 -- Ground Section ELM F0, TRINITY RIVER Cross - Section 93810 1VV 458 448 w c 438 m a� w 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 i r PROPOSED CONDITION WATER SURFACE PROFILES r- r r, ELM FORK TRINITY RIVER --- u^oss--Sectlae+s (90000 to 103060) 465 — J 455 500 YEAR 100 YEAR 445 a � i d W 439 { 425 ! 9 @450 9 70 I i 41 PROPOSED CONDITIONS _9a0 93) 92bsa 9oa 405 90000 92000 94000 96000 98000 100000 }A2000 104000 106000 �hnnne! Length Tt) •- ----- Hrldge - �bSEt� - CWSEL. 2 J'VSEL 3 - - -- CWSEL 4 X W 2 O N X 11 w Z� Z X o _ ` Z uJ °1 O N; LL; 2' v CI I-ORK OI W "i X 'Y_ � u.t Z Z LIX r (nl 1 CREEL: 7EV/ m I I F � A , k , L DRIVE �: • X Ia° uJ ¢ Z = O N E � v > > II 1 LL I W : :'. LL - -- ` : -O f J H J m NATIONAL FLOOD INSURANCE PROGRAM I ' FIRM FLOOD INSURANCE RATE MAP and STREET INDEX CITY OF I COPPELL, TEXAS DALLAS AND DENTON COUNTIES ONLY PANEL PRINTED W ud t,"' N 6 O 1 Y 1 �. om • \ I O w W COMMUNITY 8 0 1 7 0 NUM N 0 E ;.r z ' I` x'. ?�.'" _OabA31n0e d N O O>C O pit,- MAP REVISED: Im OZ ' APRIL 15, 1999 W N g .I 1 1 1 sr rn "�`" Z>< I O o 9H, l y 1 1 9 ... n F,d-1 F.mrye -y M.- Sement A Vy F LU Q s / w X Morrison Hydrology Engineering, Inc. 210 Arnold Ave. Arlin 9 ton, Texas 76010 , W / O \ y ii p W? % y N �\ (817) 461 -0321 Fax (817) 2741338 nc, I I N li �� v W Floadplain Fill Project >._ o; ° Existing Condition Drawn Over � �e I w p o FEMA Map all •.vac+.s7Y:iwiia.s. ' I � I I I �1 �sj. _w..+ �I �� *�•3'`''k � ��ae '� •r . z z o ffi Scale: V=1000' Date: 1199 II I jl .............. m cg�P O t c d- Ur O VJ i F1 � QI 0 I II ` - _ tt WE �II Q LLJ z 0 N X uJ Z 0 1p .4 1� to 4 0 � �� . • � _ II �� Ili - ( �d � , L 77 C 7 - 4 o I .� K C E", �GIIAF�EVI E < I V... pm NATIONAL FLOOD INSURANCE PRIGRAIN FF1 R M FLOO FLOOD INSURANCE RATE MAP II and STREET INDEX 017Y (IF COPPELL TEXAS I II DALLAS AND DEN1*0N COUNTIES ONLY PANEL PRINTED COMMUNITY -P F.L NUMBER 1) 48017 0010 E MAP REVISED APRIL 15, 1 994 Federal I mmrsency Ma tagenwat Ap,-cy z Lu Morrison Hydrology Engineering, Inc. z 210 Arnold Ave. Arlington, Texas 76010 - t (817) 461-0321 Fax (817) 2744338 0 A. J I a - �! / Floodplain Fill Project ( ProPosed Condition Drawn O ver FEMA Map ]rim \ �� ` - 3 ° 0 X 0 ) Scale: I"=1000' Date: 1199 Lu Cn cc � '-E FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 I REVISION REQ UESTER AND COMMU NITY 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- You are not required to respond to this collection a valid OMB Control Number is displayed in the upper right comer 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 floodplams, 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 ❑ F000dway 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 Name/Identifier: RIVER CHASE ELEMENTARY SCHOOL 4. FEMA zone designations affected: ZONE AE (example: A, AH, AO, At -A30, A99, AE, V, V1 -V30, VE, B, C, D, X) 5. The NFIP map panels) affected for all impacted communities is (are): Community No Community Name State Map No. Panel No. Effective Date Ez 480301 Katy, City TX 480301 0005D 02/08/83 480287 Hams County TX 48201C 022OG 0912&50 480170 DALLAS COUNTY, CITY OF COPPELL TX 480170 0010E 04/15/94 6. The area of revision encompasses the following types of flooding and structures. Check all that apply. Types of Flooding Structures ® Rivenne ❑ Channelization ❑ Coastal ❑ Levee/Floodwall ❑ Alluvial fan ❑ Bridge/Culvert ❑ Shallow Flooding (e.g. Zones AO and AH) ❑ 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 Form i Page 1 of 2 4. ENCROACHMENT INFORMATION 1. Does the State have jurisdiction over the floodway or its adoption by communities participating in the NFIP? ❑ Yes ® No If Yes, attach a copy of a letter notifying the appropriate State agency of the floodway revision and documentation of the approval of the revised floodway by the appropriate State agency. 2. Does the development in the floodway cause the 1 % annual chance (base) elevation to increase at any ;oration by more than 0.000 feet? ❑ Yes ® No ❑ N/A 3. Does the cumulative effect of all development that has occurred since the effective SFHA was originally identified cause the base flood elevation to increase at any location by more than one foot (or other increase limit if community or state has adopted more stringent criteria - even if a floodway has not been delineated by FEMA)? ❑ Yes ® No If the answer to either items is Yes, please attach documentation that all requirements of Section 65.12 of the NFIP regulations have been met, regarding evaluation of alternatives, notice to individual legal property owners, concurrence of CEO, and certification that no insurable structures are impacted. 5. MAINTENANCE RESPONSIBILITY The community is willing to assume responsibility for ❑ performing ® overseeing compliance with the maintenance and operation plans of the 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. maintenance plans are attached. ❑ Yes M No ❑ N/A 6. REVIEW FEE The review fee for the appropriate request category has been included. ® Yes Fee amount: 5 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 see instructions for Fee Amounts 7. SIGNATURE No • 1 understand atrr my signature indicates that all.infonnation Note. Signature indicates that the community understands, from the bra fled i supp F this req rest i orrect revision requester, the impacts of the revision on flooding conditions in the community. Signature of Revision Requester Signature of Community Official RONALD W. MORRISON P.E. C.F.M. Printed Name and Title of Revision Requester Printed Name and Title of Community Official Morrison Hydrology Engineering, Inc. Company Name Community Name Telephone No.: (8171461-0321 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 i i C 1 Sect 65.2 Form Name and fNumberl Reouired if ...... InceONFR Li Hydrologic (3) new or revised discharges ® Hydraulic (4) new or revised water -surface elevations ® Mapping (5) FloodplainMoodway changes Signature ❑ Channelization (6) channel is modifred ❑ Bridge/Culvert (7) additicry e sion of bndge/[ulvert RONALD W. MORRISON. RE, Fm ❑ Levee/Floodwall (8) additions evision of le Printed Name and Title of Revision Requester ❑ Coastal (9) nev or reused coastal elevations ❑ Coastal Structures (10) additicnv a ion of coastal structure Registr No. 36651 Expires (Date) 3/31 /2000 State TX ❑ Dam (11) additicnlr ion of dam ❑ Alluvial Fan (12) structures prcpc*ed on alluvial fan Type of License/Expertise: CIVIL FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.6 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 Hooding source studied Community Name: COPPELL. TEXAS Flooding Source: ELM FORK OF THE TRINITY RIVER Project Name /Identifier: RIVER CHASE ELEMENTARY SCHOOL 1. REA TO B REVIS Describe the limits of the revision OR submit a copy of the FIRM with the revision area clearll 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 Z 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. L 5. Other — Please attach a sheet describing all other models submitted along with the file names. ❑ Natural El Floodway PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FFMA Fran RI-R9C Rica ne Hwiraulir. Analvaia Fnrm MT -2 Fnrrn 4 Pane 1 of 2 they were determined. Explanation Attached? LJ Yes N No NOTE: If the effective study is an approximate study, the slopetarea method is recommended. For detailed analysis studies. usina a known water- surface elevation is recommended. 4. RESULTS (from the model used to revise the 100 -vear 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 requester's property) Explanation attached with Form ❑ Explanation provided on attached printout ❑ If Hydraulic model used is HEC -2, has it been checked with FEMA'S CHECK -2 computer program? ❑ Yes ® No (see instructions for information on how to obtain CHECK -2) 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 ® Confluences labeled ® Community Name ❑ Corporate Limits labeled ® Channel Stationing ® Streambed profiled ® HonzontalNertical Scales indicated ® 100 -year elevs profiled' ® Road Crossings ® Labeled ❑ Low Chord Elevations 'All recurrence intervals in the effective study must also be profiled. Floodway Data Table ® Study limits labeled ® Cross Sections labeled ❑ Top of Road Elevations 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 Form 81-890 Riverine Hydraulic Anatysis Form MT -2 Forth 4 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 RIVERINE / COASTAL MAPPING 7 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 forn. Community Name: COPPELL, TEXAS Flooding Source: ELM FORK OF TRINITY RIVER Project Name /identifier: RIVER CHASE ELEMENTARY SCHOOL This is a ® Manual ❑ Digital submission. Digital map submissions may be used to update digital FIRMS (DFIRMs). For updatinq DFIRMs, these submissions must be coordinated with FEMA Headquarters as far in advance as possible. 1 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 ................................... ..............................® 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 ❑ WA e. Stream alignments, road alignments and dam alignments .................................... ..............................® Yes ❑ No ❑ N/A f. Current community boundaries . ....................... .......... .......................... ... ................................. ....... ...❑ Yes ❑ No ® N/A g. Effective 100- year floodplain and floodway boundaries from FIRWFBFM reduced or enlarged to the scale of the topographic workmap ................................................. ..............................® Yes ❑ No ❑ N/A h. Tie -ins between the effective and revised 100-, 500 -year and floodway boundaries. ............................. ® Yes ❑ No ❑ N/A i. The requester's property boundaries and community easements ..................................... ._ ................ ® Yes ❑ No ❑ N/A j. The signed certification of a registered professional engineer ................................ ..............................® Yes ❑ No ❑ N/A k. Location and description of reference marks .......... ................... .................................. ... ............. ........ ❑ Yes ❑ No ® N/A I. Vertical datum (example: NGVD, NAVD) .............................................................. ..............................® Yes ❑ No ❑ N/A m. Coastal zone designations tie into adjacent areas not being revised ......................... ............... .... - - .... ❑ Yes ❑ No ® NIA n. Location and alignment of all coastal transects used to revise the coastal analyze ...... ......... ............... ❑ Yes ❑ No ® N/A ., o. V -zone has been delineated to extend landward to the heel of the primary frontal dune................ ........ ❑ Yes ❑ No ® N/A If any items are marked No or N/A please attach an explanation. 2. What is the source and date of the updated topographic information (example: orthophoto maps, July 1985, filed survey, May 1979, 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 1" =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 ad acent to the area of revision for coastal studies. FIRM /FBFM attached? ® Yes ❑ No PLEASE REFER TO THE INSTRUCTIONS FO THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89D Rivenne I coastal Mapping Forn MT -2 Form 5 Page 1 of 2 I-ILL 2. 3. 4. The fill is: ❑ Existing ® Proposed 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 C. Has all fill placed in revised 100 -year floodplam 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 -891) Riverine/Coastal Mapping Form MT -2 Form 5 Page 2 of 2 EXISTING -61 2 VOLUME DETERMINATION EXISTING CONDITIONS ♦ rr«« r« r« aaaaa +rr««««rr««««raraaara♦ «rr:rrrx aaaaa rr r ♦ «:«xrrrrrrrrraare «r «««««rraarr ' HEC -2 WATER SURFACE PROFILES + + Version 4.6.2; May 1991 ' + RUN DATE 12MAY99 TIME 18:04:31 ' rr«rr«r «rrr+rrr ««xrararrrrr r ««rrr ar arxrr+arx rrrr r«r «rrrrr «««r«rrr «aarrr rrrr «rx« «aar x x xxxxxxx XXXXX x x x x x x x x x xxxxxxx 2D= x x x x x x x x x x x x xxxxxxx xxxxx XXxxX x x x xxxxx x x xxxxxxx • O.S. ARMY CORPS OF ENGINEER • HYDROWGIC ENGINEERING CENT • 609 SECOND STREET, SUITE D • DAVIS, CALIFORNIA 95616 -468 ' (916) 756 -1104 VOLUME DETERMINATION EXISTING CONDITIONS 12MAY99 18:04:31 ♦rr«r «««rxxrr rx+rrrr r«r«rxxrx rrrr rrxx HEC -2 WATER SURFACE PROFILES 444 84 508 449 Version 4.6.2; May 1991 rxrr +rxrr « «rrr + +rxrrr ♦rrx«r «x+ +rrrrrr 828 454 840 878 T1 CARROLLTON- FARMERS BRANCH ISD 888 926 T2 DESIGN CONDITION VOLUME DETERMINATION 100 YEAR T3 FILE: STORE J1 ICHECK 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 SUMMARY PRINTOUT 38 1 4 7 25 J5 LPRNT NUMSEC * * * * *' "REQU65TID SECTION -10 -10 QT 2 100 5000 NO .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 X5 2 444.82 450.09 OR 463 0 442 0 442 2 443 OR 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 MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 X1 2 23 0 870 120 120 120 X5 2 444.82 450.09 OR 463 0 442 0 443 10 444 OR 446 270 447 405 448 486 449 GR 451 740 452 770 453 790 454 OR 456 810 457 816 458 622 459 OR 461 842 462 862 463 870 AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 PAGE 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 446 290 447 430 448 514 449 612 450 680 GR 451 724 452 744 453 750 454 758 455 764 GR 456 768 457 774 458 780 459 786 460 792 GR 461 800 462 804 463 812 463 824 464 850 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 X5 2 444.82 450.09 GR 466 0 442 0 443 8 444 80 445 200 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 XI 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 EXISTING CONDITIONS 12MAY99 18:04:31 T1 CARROLLTON- FARMERS BRANCH ISD T2 DESIGN CONDITION VOLUME DETERMINATION SPF T3 FILE: STORE JI ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 J2 NPROF IPLOT PRFOS XSEOI XSECH FN ALLDC IBW CHNIM ITRACE IS 0 -1 PAGE 3 VOLUME DETERMINATION EXISTING CONDITIONS 12MAY99 18:04:31 rr* rr* r*♦ +rrrrrrrrrrxrrrrr*rrr «xxrrrr HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 rrxrrxrx♦ +rr*rrrrrrrrvrrr*rr rr««xrrr♦ PAGE 4 THIS RUN EXECUTED 12MAY99 18:04:31 NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NU ER INDICATES MESSAGE IN SUDIDIARY OF ERRORS LIST FILE: STORE SUNPNRY PRINTOUT SECNO 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 1.82 207.78 * 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 CONDITIONS 12MAY99 18:04:31 SUT Y 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 NCTE SECNO= 2.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE S&CNO= 2.000 PROFILE= 2 WSEL BASED ON XS CARD NOTE SECNO= 3.000 PROFILE= 1 WSEL BASED 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 BASED ON XS CARD NOTE SECNO= 6.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTE SECNO= 6.000 PROFILE= _ WSEL BASED ON XS CARD NOTE SECNO= 7.000 PROFILE= 1 WSEL BASED ON X5 CARD NOTS SECNO= 7.000 PROFILE= 2 WSEL BASED ON X5 CARD PAGE 5 EXISTING CONDITION STORAGE CROSS SECTIONS r �I TILE: --TDRE gross - SeCt 4 1 1 465 460 1 455 m a� Li Li 450 445 � -� -1C0 p0 000 500 700 900 1100 1000 Distance (Ft) -- --Ground �ecti is - -- — - - =ILE: `OFE Criss - Section 4;'S 405 450 LL LL c 455 y J W 450 445 440 -4 -- -1110 000 BOO 500 700 900 li00 1300 Distance (Ft) a= r ^.�n0 ISectinn 4 II 460 455 Li Li 450 445 440 +- -_i 10 F _F. _FE ��oss- �eciion 100 200 500 7 00 900 1100 Distance �Ft) 1._CC 0 r�urd SB' -t; 5n 47C 465 460 y L C O ti N W 455 450 445 440 -100 7 1 LE: STGRE crass- s ection 4 100 300 500 700 900 1100 1300 Distance (Ft) Eroa�d Fertion - FI� F: - , Tn?c 1 � 465 -� 1 460 ° 455 —� co � m w 1 445 440 - -T�— —T - --- — —� '0o ic4 a4o 504 700 900 ii44 iao0 Distance (Ft) - — — — t secticr �1LE: I- OYF oss- Secti cr ,. 4; j� 465 f j 460 l 0 455 y CD CD r1 W 4511 445 440 — -� -� -1 M 100 313 1) 500 700 900 1100 1300 Distance Ft) — ��onnd Section f c�- oss- se�r_�n 4c c 0 w 441 -100 100 300 5170 700 900 1100 1300 Disiance (Ft) `. oi_,n0 Da t �r 465 460 455 450 445 The cross r Graded el h Become ft Ntched area shown on this map represents the 442 foot Water. `v atiou. This is the low elevation and may eventually l �tlaud area. It is expected to maintain shallow standing PROPOSED I 6 4 3 2 VOLUME DETERMINATION PROPOSED CONDITIONS w ww w.w++xxxx«+«vv.vr : wr..w. «wrrr+ x+. r...... « xxw« xwrrxr +xrvvwwwxww «wwr «r +rr + +ww.w * HEC -2 WATER SURFACE PROFILES • ' U.S. ARMF CORPS OF ENGINEER r « r HYDROLOGIC ENGINEERING CENT x Vereion 4.6.2; Mav 1991 ' 609 SECOND STREET, SUITE D r . r DAVIS, CALIFORNIA 95616 -468 ' RUN DATE 12MAY99 TIME 18:57:52 ' ' (916) 756 -1104 www.w.www«xrr rwwwrrr « + +rrry vwrwrw««« + +vr+w +w .w ww www««x +rwwwwxr r +rrvvrrrwww..w««v +rx x x xxxxxxx xxxxx x x x x X x x x x xxxxxxx xxxx x K x x x x x x x x x x xxxxxxx XXX.xX xxxxx. x Y XCxxx xxx:(f. x x xX.Cxxxx VOLUME DETERMINATION PROPOSED CONDITIONS 12MAY99 18:57:52 xx«xrxrx **x * * **++x x*x+x x x «x HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 **♦*** +«xr+rxx + + + ++ ++++x*♦ *xxxr«xxxxx 444 84 508 449 T1 CARROLLTON - FARMERS BRANCH ISO 828 454 840 878 T2 PROPOSED CONDITION VOLUME DETERMINATION 100 YEAR 458 822 T3 FILE: STOREPI 463 870 J1 ICHECX INQ NINV IDIR STRT METRIC HVINS Q 0 2 J2 NPROF IPLOT PRFVS YSECV XSECH FN ALLDC ISW 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 1 4 7 25 S5 LPRNT NUMSEC x * * * *"**REQUESTID 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 X5 2 444.82 450.09 GR 463 0 442 0 442 76 443 GR 445 186 446 2 447 374 448 GR 450 740 451 784 452 810 453 OR 455 850 456 860 457 870 458 OR 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 X5 2 444.82 450.09 GR 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 THIS RON EXECOTED 12MAY99 18:57:52 WSEL PQ CHNTM (TRACE 80 444 84 508 449 674 828 454 840 878 459 888 926 458 822 97 450 97 175 448 220 520 450 565 170 453 790 016 458 822 862 463 870 VOLUME DETERMINATION PROPOSED CONDITIONS 12MAY99 18:57:52 100 100 AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 445 SPF = 450.09 98 X1 3 35 0 850 X5 2 444.82 450.09 230 GR 464 0 442 0 OR 450 100 445 100 GR 449 310 447 318 OR 449 566 450 640 OR 451 724 452 744 OR 456 768 457 774 GR 461 800 462 804 PROPOSED (INCLUDING FENCE) 460 AS PER CITY MASTERPLAN 463 812 100 YEAR DESIGN= 444.82 464 SPF = 450.09 768 X1 4 40 0 810 X5 2 444.82 450.09 GR 465 0 442 0 OR 450 104 445 104 GR 447 265 448 290 GR 449 318 448 320 OR 447 596 448 600 OR 451 684 452 704 OR 456 734 457 738 GR 461 758 462 764 PROPOSED (INCLUDING FENCE) AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 X1 5 18 0 774 X5 2 444.82 450.09 GR 466 0 442 a OR 447 275 448 310 GR 451 668 452 676 GR 460 720 465 748 PROPOSED (INCLUDING PENCE) AS PER CITY MASTERPLOI 100 YEAR DESIGN= 444.82 SPF = 450.09 xi 6 19 0 768 X5 2 444.82 450.09 GR 468 0 442 0 OR 447 485 448 490 GR 452 640 453 652 GR 465 724 466 730 AS PER CITY MASTERPLAN 100 YEAR DESIGN= 444.82 SPF = 450.09 PAGE 2 100 100 100 442 86 445 98 450 98 446 112 447 195 449 230 447 385 449 394 449 560 450 650 449 634 449 712 453 750 454 758 455 764 458 780 459 796 460 792 463 812 463 824 464 850 100 100 100 442 90 445 102 450 102 446 125 447 160 447 230 449 292 450 300 450 306 447 326 446 330 446 464 449 604 450 614 450 650 453 720 454 724 455 728 458 744 459 748 460 754 463 768 464 772 465 B10 i00 100 100 442 253 445 265 446 270 449 330 449 580 450 660 453 682 454 690 455 694 466 774 468 768 60 60 60 442 463 445 475 446 480 449 604 450 618 451 620 454 664 455 670 460 698 467 746 468 768 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 445 380 446 456 447 484 448 510 449 542 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 VOLOME DETERMINATION PROPOSED CONDITIONS 12MAY99 18:57:52 T1 CARROLLTON- FARMERS BRANCH ISD T2 DESIGN CONDITION VOLOME DETERMINATION SPF T3 FILE: STORE G1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 S2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNTM ITRACE 15 0 -1 PAGE 4 VOLUME DETERMINATION PROPOSED CONDITIONS 12MAY99 18:57:52 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 PAGE 5 PH;S RUN E}H:CUP2A 12MAY99 18:57:52 NOTE- ASTERISK (') AT LEFT OF CROSS- SECPION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRCRS 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 ' 4.000 444.82 101.28 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 VOLUME DETERMINATION PROPOSED CONDITIONS 12MAY99 18:57:52 SUMkRY OF ERRORS AND SPECIAL NOTES NOTE SECNO= 1.000 PROFILE= 1 WSEL BASED ON XS 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 BASED ON X5 CARD WARNING SECNO= 2.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE ORONO= 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 WARNING ORONO- 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= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNO= 5.000 PROFILE= 2 WSEL BASED ON X5 CARD NOTE SECNO= 6.000 PROFILE= 1 WSEL BASID 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= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNO= 7.000 PROFILE= 1 WSEL BASED ON X5 CARD WARNING SECNO= 7.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NOTE SECNC= 7.000 PROFILE= 2 WSEL BASED ON X5 CARD WARNING SECNO= 7.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 6 PROPOSED CONDITION STORAGE CROSS SECTIONS -- -- -- -- -- -- EXISTING ■ _____PROPOSED F1Lt: STS =FF_Fi Srci s- Sect_on 1 4 1 — — — — 465 -{ 1 460 455- .° m w 450 445 1 + 440 r - - - -- - - -- 7 �r T - r - - � - 100 100 300 500 700 900 1100 1300 Distance (Ft) Fe�tto- FILE �'l 46,3 460 L 455 .0 m L w i i 450 445 L 440 —100 100 300 500 700 900 1000 1400 DistaacE ,Ftj =r�un e�t3 STOFEF: - Dss- 'Sei_tion 3 485 -, / r 460 0 ° 455 ° m L w 450 445 L---T� 440 -100 NCO 300 S00 700 y00 110D 1300 D�s-a�r_e 1Ftl C ctio- LE: i i�71F1 tion 4 470 - - - — - -- - - -- -- 465 460 c 455 W 450 44C — �T - -- — -100 i0C F00 500 700 900 100 1ECu Distance (Ft) 3rnui r tic - -- - - - -- - C Tii REF I Fn - r- ,; - - 4 J — -- - -- - - -- - 465 -� t I 460 1 Ij c j m Iw 450 i 445 -IOG _1 C90 5C0 700 900 1100 300 Gis_an�e (Ft) �r cu TIE'. ;TE<FP �r ��s- _ection 6 465 460 c 0 455 m a� iw 450 445 I I 440 �- -100 100 E00 500 700 900 1100 1306 Distance (Ft) � rou �d Se_tion FILE: '3TnFL °J rose -' c ti,;n 470 — 465 460- 455 - m w 450- 445- 440 — -100 OCi 500 7C0 Distance (Ft) J 900 1100 1300