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Billingsley-SY130103
o�^h Request for a y' � Letter of Map Revision 'I �F�1ND SEGJ�, for The MacArthur Center Site on Grapevine Creek Coppell, TX 1 HALFF January 2013 rim REQUEST FOR A LETTER OF MAP REVISION for THE MACARTHUR CENTER SITE on GRAPEVINE CREEK In the City of Coppell Dallas County,Texas .�ti1z1,11�; ? RUSSELL P. ERSKINE ll ..0%. 102027 rl ,r 'it''sS'ir tit fiy1/4" ��� oV03/2-0(3 Prepared for: BILLINGSLEY DEVELOPMENT CORPORATION By: Halff Associates,Inc. 1201 North Bowser Road Richardson,Texas 75081 F-312 AVO 29119 January 3,2013 NEE HALFF January 3, 2013 AVO 29119 LOMC CLEARINGHOUSE 847 South Pickett Street Alexandria, VA 22304-4605 ATTN: LOMC Manager Re: Request for a Letter of Map Revision for The MacArthur Center Tract on Grapevine Creek, City of Coppell, Dallas County, Texas. Dear Sir or Madame: Enclosed you will find a technical report based on as-built conditions for a reclamation site on Grapevine Creek in the City of Coppell, Dallas County, Texas. This report, submitted by Halff Associates, Inc. on behalf of Billingsley Development Corporation contains the technical data required for issuance of a Letter of Map Revision. Hard copies of the required HEC-2 and HEC-RAS hydraulic models, a disk containing input data files, and floodplain mapping can be found in Appendices A through O. Application and Certification forms are included in Section II. If you have any technical questions on this report, please contact me at Half Associates, Inc. at 214-346-6245. Administrative questions should be directed to Kenneth M. Griffin, P.E., CFM for the City of Coppell at (972) 304-3679, Steve Parker, P.E., CFM for the City of Dallas at (214) 948-4666, or Garry Fennel, P.E., CFM for the City of Irving at(972) 721-3721. Thank you for consideration of this request. Yours very truly, HALFF ASSOCIATES, INC. 4:Aka C Ef- Russell P. Erskine, P.E., CFM Project Manager Enclosures Cc: Mr. William Walker, P.E., Billingsley Development Corporation Mr. Colton Wright, Asset Manager, Billingsley Development Corporation Mr. Kenneth Griffin, P.E., CFM, City of Coppell Mr. Steve Parker, P.E., CFM, City of Dallas Mr. Garry Fennell, P.E., CFM, City of Irving HALFF ASSOCIATES,INC. 1201 NOR H BOWSER ROAD TEL (214)346-6200 WWW.HALFF.COM RICHARDSON,TX 75081-2275 FAX (214)739-0095 Request for a Letter of Map Revision Grapevine Creek Coppell,Dallas County, Texas Table of Contents Page Letter of Transmittal ii Table of Contents iii List of Figures and Maps in Appendix A v List of Tables v I. Narrative I-1 A. General I-1 B. Site Description I-1 C. Purpose I-1 D. Hydrology I-1 E. Hydraulics I-2 1. Duplicate Effective Models 2. Corrected Effective Models 3. Existing(Pre-Project)Models 4. Revised(Post Project)Models F. Fully Developed Landuse Conditions Models 1-4 G. Conclusions and Recommendations I-4 II. Application/Certificate Forms with Attachments II-1 • City of Coppell MT-2 Form 1 - Overview and Concurrence Form II-2 • City of Dallas MT-2 Form 1 - Overview and Concurrence Form II-5 • City of Irving MT-2 Form 1 -Overview and Concurrence Form II-8 • MT-2 Form 2 - Riverine Hydrology & Hydraulics Form II-11 • MT-2 Form 2 - Attachment II-14 iii List of Figures and Maps in Appendix A Figure 1 Location Map Figure 2 Annotated FEMA FIRM Figure 3 Revised Floodplain Figure 4 Revised Floodplain(Fully Developed Conditions) Figure 5 FEMA Work Map Figure 6 Fully Developed Work Map List of Tables Table 1 100-Year Flood Peak Discharges on Grapevine Creek I-2 Table 2 Comparison of Water Surface Elevations— 100-Year Discharge Duplicate Effective HEC-2 vs. Duplicate Effective HEC-RAS I-5 Table 3 Comparison of Water Surface Elevations— 100-Year Discharge I-6 Table 4 Comparison of Water Surface Elevations— 100-Year Fully Developed Conditions Discharge I-7 Table 5 Comparison of Channel Velocities—2-Year and 100-Year Fully Developed Conditions Discharges I-8 V Request for a Letter of Map Revision Grapevine Creek Coppell,Dallas County,Texas Table of Contents (Cont.) III. Photographs III-1 Photo 1. View looking west along the north side of the swale and south side of as built grading from approximately cross section 11453. III-2 Photo 2. View of as-built rock rip-rap at downstream end of swale from approximately 50 feet upstream of cross section 11453. 11I-2 Photo 3. View of as-built grading and swale in Grapevine Creek overbank (looking east) from approximately cross section 12402. I1I-3 Photo 4. View of property looking east along unfilled TXU right-of-way from between cross-section 13829 and 13620. I11-3 IV. Appendices Appendix A Figures and Maps Appendix B Hydraulic Output—Duplicate Effective Model (Multi-Profile) Appendix C Hydraulic Output—Duplicate Effective Model (Floodway) Appendix D Hydraulic Output—Corrected Effective Model(Multi-Profile) Appendix E Hydraulic Output—Corrected Effective Model (Floodway) Appendix F Hydraulic Output—Existing(Pre-Project)Model (Multi-Profile) Appendix G Hydraulic Output—Existing(Pre-Project)Model (Floodway) Appendix H Hydraulic Output—Revised(Post Project) Model (Multi-Profile) Appendix I Hydraulic Output—Revised (Post Project) Model (Floodway) Appendix J Fully Developed Hydraulic Output—Corrected Effective Model Appendix K Fully Developed Hydraulic Output—Existing Conditions Model Appendix L Fully Developed Hydraulic Output—As-built Conditions Model Appendix M Acceptance Letter Appendix N Newspaper Notices Appendix 0 Digital Copy of Models iv REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS I.NARRATIVE REQUEST FOR A LETTER OF MAP REVISION MACARTHUR CENTER,COPPELL,TEXAS A. General This study was undertaken to provide the necessary technical data for issuance of a Letter of Map Revision (LOMR) for a floodplain project on Grapevine Creek in Coppell, Dallas County, Texas, as shown on Figure 1. A Conditional Letter of Map Revision (CLOMR) was prepared for the site by Halff Associates, Inc. and approved by FEMA in January 2006 (Case No.: 04-06-A148R). The required forms for the "Request for a Letter of Map Revision" are included in this report. B. Site Description The 27-acre site is located in the City of Coppell on Grapevine Creek between MacArthur Boulevard and Belt Line Road. The project site is currently located within the Flood Insurance Study (FIS) Zone AE (base flood elevations determined) for Grapevine Creek (see Figure 2, annotated FIRM, Flood Insurance Rate Map, for detail). Per the approved LOMR submittal of May 17, 2007 (Case No.: 06-06-BE95P), fill was placed in the floodplain on the south side of Grapevine Creek for Hemingway Court. Details of this as-built condition are introduced in the hydraulics section of this report. C. Purpose Halff Associates, Inc. was retained by Billingsley Development Corporation to provide all necessary information for obtaining a LOMR from the Federal Emergency Management Agency (FEMA) to reflect the floodplain changes due to as-built conditions. D. Hydrology No new hydrologic study was performed on this project. The discharges under existing landuse conditions are obtained from the FEMA effective model. The discharges under the fully developed landuse conditions are from the study titled "City-Wide Storm Water Management Study for the City of Coppell, Texas"prepared by Halff Associates, Inc. for the City of Coppell in January 1991. Discharges used in this study are listed in Table 1. I-1 Table 1 100-Year Flood Peak Discharges On Grapevine Creek Location Station Q100(cfs) Location Station Q100(cfs) Downstream of 7250-10850 18200 Up to 1900 FT upstream of 7250-13339 9700 MacArthur MacArthur Up to 2300 FT 10935-13339 16600 upstream of MacArthur From 130 FT upstream 13620-15730 16050 From 130 FT upstream of 13620-15730 11000 of BR St. Louis BR St. Louis Southwestern Southwestern Rail Rail Road Road E. Hydraulics 1. Duplicate Effective Models (Appendices B and C) Halff Associates, Inc. requested the effective Grapevine Creek hydraulic model for a CLOMR study of a different portion of the 158.6-acre tract (FEMA Case No. 04-06-A148R). At that time, Halff was informed that no digital or hard copy of the effective model was available in the FEMA Project Library. Due to the lack of an available model, the contact person for the FEMA Project Library, Mr. Venkat Venkatraj, suggested the effective model should be the Grapevine Creek existing conditions study conducted by Halff Associates, Inc. in 1991. A LOMR (FEMA Case No. 06-06-BE95P) based on that model was submitted in May 2006 and became effective on September 19, 2007. The models from Case No. 06-06-BE95P reflected fill in the form of a retaining wall in the right overbank, and the FEMA multi-profile model became the basis for the current study. The duplicated models are attached in Appendices B and C, which refer to multi- profile model and floodway model respectively. 2. Corrected Effective Models (Appendices D and E) For corrected effective conditions, the duplicate effective HEC-2 model was converted to HEC-RAS (version 4.1.0). A comparison between the HEC-2 model and the direct import of this model into HEC-RAS can be found in Table 2. This imported model was then corrected to reflect the existing condition before fill was placed on the 27-acre site. An attempt was made to maintain the cross section river stationing in the HEC-2 model; however, unlike HEC-2, HEC-RAS will not allow river stations that do not increase in the upstream direction. Because of this, cross sections 0.1, 0.2, 0.3, 0.5, 0.6, 1, 2, and 6 had to be relabeled by adding the channel reach length to the downstream river station. Cross sections 3, 4, and 5 were labeled arbitrarily 1-2 because the sum of their reach lengths caused cross section 5 to have a higher river station than the next section upstream. Due to the way HEC-RAS imports bridges, all bridge widths and upstream distances had to be changed. The bridge width was reduced by 0.2-feet and the upstream distance was set at 0.1-feet. Also, HEC-RAS imports HEC-2 ineffective areas as blocked obstructions. These blocked obstructions were either removed or changed to HEC-RAS ineffective areas at cross sections 11588, 12402, 12820, 13339, 13620, 14820, and 15113. A duplicate point was removed from cross section 12820. Cross section geometry was changed to better reflect pre-fill conditions in the left overbank at cross sections 11588, 12402, 12820, and 13620. Reach lengths were changed to better reflect pre-fill conditions at cross sections 11588, 12402, 12820, 13339, 13620, 13829, 14170, and 15113. Results from the multi-profile and floodway executions can be found in Table 3 and Appendices D and E. 3. Existing(Pre-Project) Models (Appendices F and G) Since the submittal and subsequent approval of the approved LOMR submittal of May 17, 2007 (Case No.: 06-06-BE95P) no modifications have taken place within the floodplain, the existing (pre-project) model is identical to the corrected effective model. 4. Revised(Post Project) Models (Appendices H and I) As-built survey data was collected in June 2006 for the fill and swale on the site. This data was incorporated into the model at cross sections 11588 through 13829. Manning's n-values were updated to reflect the current, post-project conditions at cross sections 11588 through 13339. Due to the placement of fill and construction of the swale, left overbank reach lengths were changed at cross sections 11588 through 13829. Computational results for the as-built conditions can be found in Table 3 and Appendices H and I. Compared to existing (pre-project) conditions, base flood elevations (BFE) or 100-year (1% annual chance flood) water surface elevations decrease at cross-sections 12402 through 13829, and increase 0.01-feet at cross sections 14170, 14495, and 15160 for the as-built conditions. See Figure 3 and Figure 5 for revised 100-year and 500-yr floodplain delineations. A letter from the owner approving the increase in water surface elevations on their property is included. I-3 F. Fully Developed Landuse Conditions Models (Appendices J—L) The City of Coppell and the City of Dallas regulate floodplains based on discharges reflecting fully developed landuses. Requirements for the City of Coppell are: 1. Less than 15-percent reduction in valley storage for drainage areas between 0 and 100 square miles 2. No increase in water surface elevation for the 100-year flood 3. Alterations of the flood plain shall not create erosive velocities. Unlike the FEMA model for post project conditions, there are no rises due to the project as compared to existing (pre-project) conditions. In general, changes in velocities are minor for the 100-Year; however, the 2-Year has significant increases at cross sections 13620 and 13829. A valley storage loss of 63.2 acre-ft (14.2%) occurs due to the project. Computational results for the as-built conditions can be found in Table 4 and Appendices J, K, and L. See Figure 4 and Figure 6 for fully developed 100-year floodplain delineations. G. Conclusions and Recommendations Based on the information provided in this study, the following conclusions can be made: 1. As-built survey shows that the project was built according to the grading plan provided in the 2006 CLOMR (Case No. 04-06-A148R) for the MacArthur Center Tract. Minor differences between the CLOMR model and topography resulted in insignificant changes in the hydraulic model for as-built conditions. 2. The revised hydraulic model for Grapevine Creek indicates the project causes increases in Base Flood Elevations in the study area and a short distance upstream of Belt Line Road. The owners of the MacArthur Center Site have been informed and approve of the rise on their property(approval letter is attached). I-4 Z) n ,- \ \ " Cl) w C.) 0 r 0 - { 2 2 % g M % ,— 0 7 % 0 2 \ 2 2 2 2 \ } = 0 Si 0 0 0 0 0 Si 0 = 0 0 0 0 0 0 = 0 0 0 0 0 q \ u-.-_- Q / / L § / . . .111110100000110 o Ao0288 © la Ill \ \ � \ � 7 OD to < . . Q 2 M unIiiiiiiiiiiiiIHIHiHHIo LLJ la a)Ti : a . w 2 w . » 0 " - . - . - - - - 0 k R ? k S 2 k ) / a) < w \/ k ESRff2 / 2 t - ■ ) 72 111 \ To) - I c 0 b k ] \ - : } . . . . .■ .w k ,k cc 12 o a % � § \ / . . . . . . . Q (I) Q Eli° 0) 00 - 00 0 00 0000000 Z (1) § gggg ® 2 e- � E 27mm « i 0 \ 0. : § . : ¥ m r 2 r . 7 # $ � q g U) U) r A U) U)2EQ N.- e- y� \ \ \ � t : � � -I k \ "'Ill \u. CC e ] t ) /2 E % \ ( \ \ z \ z e z & \ ¥ ® / 2 9 \ \ ® ^ m W \ § 7 a @ 3Q 0 < , < 2 w _ cC 2 0 _1 Table 3 FEDERAL EMERGENCY MANAGEMENT AGENCY WATER SURFACE ELEVATION CHECK Community Name Flooding Source Project Name/Identifier City of Coppell Grapevine Creek MacArthur Center LOMR LOCATION 2007 LOMR APROVED MODEL(HEC-2) DUPLICATED MODEL(HEC-2) CORRECTED EFFECTIVE(HEC-RAS) EXISTING(PRE-PROJECT) REVISED(POST-PROJECT) 189PSFP.dat 186PSFP.dat 119LOMR.P06 119LOMR.P12 119LOMR.P08 SECNO NCWSEL1 FCWSEL2 SURC.' SECNO NCWSEL' FCWSEL` SURC.3 SECNO NCWSEL' FCWSEL` SURC.3 NCWSEL' FCWSEL` SURC.3 NCWSEL1 FCWSEL` SURC.' 270-ft U/S of MacArthur 11313 446.00 446.04 0.04 11313 446.00 446.04 0.04 11313 446.02 446.05 0.03 446.02 446.05 0.03 446.02 446.05 0.03 D/S Property Limit 11453 445.97 446.01 0.04 11453 445.97 446.01 0.04 11453 445.92 445.96 0.04 445.92 445.96 0.04 445.92 445.96 0.04 11588 447.76 447.77 0.01 11588 447.76 447.77 0.01 11588 447.91 447.91 0.00 447.91 447.91 0.00 447.85 447.86 0.01 12402 449.11 449.52 0.41 12402 449.11 449.52 0.41 12402 449.19 449.55 0.36 449.19 449.55 0.36 448.57 448.57 0.00 12820 449.41 450.20 0.79 12820 449.41 450.20 0.79 12820 449.50 450.22 0.72 449.50 450.22 0.72 448.80 448.81 0.01 13339 449.88 450.86 0.98 13339 449.88 450.86 0.98 13339 450.15 451.14 0.99 450.15 451.14 0.99 449.56 449.56 0.00 13620 451.55 452.50 0.95 13620 451.55 452.50 0.95 13620 451.62 452.57 0.95 451.62 452.57 0.95 450.88 450.97 0.09 U/S Property Limit 13829 452.01 452.90 0.89 13829 452.01 452.90 0.89 13829 452.10 452.88 0.78 452.10 452.88 0.78 452.03 452.37 0.34 14170 454.20 454.98 0.78 14170 454.20 454.98 0.78 14170 454.41 455.00 0.59 454.41 455.00 0.59 454.42 455.09 0.67 14495 455.06 455.61 0.55 14495 455.06 455.61 0.55 14495 455.18 455.63 0.45 455.18 455.63 0.45 455.19 455.68 0.49 14820 456.58 457.18 0.60 14820 456.58 457.18 0.60 14820 456.67 457.22 0.55 456.67 457.22 0.55 456.67 457.23 0.56 15113 457.26 457.79 0.53 15113 457.26 457.79 0.53 15113 457.45 457.90 0.45 457.45 457.90 0.45 457.45 457.91 0.46 15160 457.50 457.97 0.47 15160 457.50 457.97 0.47 15160 457.66 458.06 0.40 457.66 458.06 0.40 457.67 458.07 0.40 Belt Line Road 15310 457.55 458.02 0.47 15310 457.55 458.02 0.47 15310 457.73 458.12 0.39 457.73 458.12 0.39 457.73 458.13 0.40 15600 457.52 457.88 0.36 15600 457.52 457.88 0.36 15600 457.70 457.99 0.29 457.70 457.99 0.29 457.70 457.99 0.29 ST. LOUIS S.W. R.R. 15610 457.66 458.05 0.39 15610 457.66 458.05 0.39 15610 457.86 458.20 0.34 457.86 458.20 0.34 457.86 458.20 0.34 15630 457.69 458.06 0.37 15630 457.69 458.06 0.37 15630 457.87 458.20 0.33 457.87 458.20 0.33 457.87 458.21 0.34 15640 457.80 458.15 0.35 15640 457.80 458.15 0.35 15640 457.97 458.29 0.32 457.97 458.29 0.32 457.97 458.30 0.33 15650 457.82 458.18 0.36 15650 457.82 458.18 0.36 15650 458.00 458.32 0.32 458.00 458.32 0.32 458.00 458.33 0.33 15660 457.61 458.09 0.48 15660 457.61 458.09 0.48 15660 457.78 458.23 0.45 457.78 458.23 0.45 457.79 458.23 0.44 15680 458.09 458.72 0.63 15680 458.09 458.72 0.63 15680 458.30 458.86 0.56 458.30 458.86 0.56 458.30 458.87 0.57 15730 458.37 458.95 0.58 15730 458.37 458.95 0.58 15730 458.56 459.08 0.52 458.56 459.08 0.52 458.56 459.09 0.53 COMMENTS: 1-100-year(natural)Water Surface Elevation 2-Encroachment(floodway)Water Surface Elevation 3-Surcharge Value 1-7 Sheet 1 of 1 LOMR FEMA Table 3 Halff Associates, Inc. 2/7/2013 J O O V n CO CO N N- N CO Co (0 (0 0 CO CO CO Co CO CO O O O CO O O CO O n O r T- r r r r e- r- . . . . . 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N- ^ CO CO CA O CD W 0 W Oi r- CO co ~ I— a W W° Q U x IL Q O O V I 0 d 0 W a' 0 co 0 N O (fl N O O CO CA CO M CO U) eY N N N CO N Cl U LL } CO N N CO N LO 0 N N O) LO LO V 7 CO CO CO of N. r LL N M N Cfl V M r V r V h 6 cO M C') V et V V V U) 7 V O O - W O >w ` a, U. > U Q' J c°n W —,a1 ., 0 M co a) N 0 0) 0 0) 0 LO 0 CO 0 O 0 O p 0 0 0 0 0 I— ) Z to 00 O (N M N N P- CA N �- CO O M (� CO et co CO CO CO V CO (0 CO CO CD h w W Q p c Cn e- i- <- ( (. C') � CO d' " U) U) b � G. U CC) 1L) 4) r0- %- U I ti Ct V 0 I U m J _J CO J O Q 2 ' T ct N r N (n E _ O C1 a 0 N _ CO z 4 z CO D a o -• 0 CI'o 0 cn ( m C- m H O 0 j Z in E O U N w Z 0 0 OJ 0 O 0 H . 0 (6 E D M 2 0 —J REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS II. APPLICATION/CERTIFICATION FORMS WITH ATTACHMENTS U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY 0.,11.B No.1660-0016 OVERVIEW& CONCURRENCE FORM Expires February 28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1 hours per response.The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing,reviewing,and submitting the form.You are not required to respond to this collection of information unless it displays a valid OMB control number.Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security,Federal Emergency Management Agency,1800 South Bell Street,Arlington,VA 20958-3005,Paperwork Reduction Project(1660-0016).Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program.Please do not send your completed survey to the above address. PRIVACY ACT STATEMENT AUTHORITY:The National Flood Insurance Act of 1968,Public Law 90-448,as amended by the Flood Disaster Protection Act of 1973,Public Law 93- 234. PRINCIPAL PURPOSE(S):This information is being collected for the purpose of determining an applicant's eligibility to request changes to National Flood Insurance Program(NAP)Flood Insurance Rate Maps(FIRM). ROUTINE USE(S):The information on this form may be disclosed as generally permitted under 5 U.S.0§552a(b)of the Privacy Act of 1974,as amended.This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA/NFIP/LOMA-1 National Flood Insurance Program(NFIP);Letter of Map Amendment(LOMA)February 15,2006,71 FR 7990. DISCLOSURE:The disclosure of information on this form is voluntary;however,failure to provide the Information requested may delay or prevent FEMA from processing a determination regarding a requested change to a(NFIP)Flood Insurance Rate Maps(FIRM). A. REQUESTED RESPONSE FROM DHS-FEMA This request is for a(check one): ❑ CLOMR: A letter from DHS-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 DHS-FEMA officially revising the current NFIP map to show the changes to floodplains,regulatory floodway or flood elevations.(See 44 CFR Ch.1,Parts 80,65&72) B. OVERVIEW 1. The NFIP map panel(s)affected for all Impacted communities is(are): Community No. Community Name State Map No. Panel No. Effective Date Example:480301 City of Katy TX 48473C 0005D 02/08/83 480287 Harris County TX 48201C 0220G 09/28/90 480170 City of Coppell TX 48113C 0155J 08/23/01 2. a.Flooding Source:Grapevine Creek b.Types of Flooding: ®Riverine ❑Coastal ❑Shallow Flooding(e.g.,Zones AO and AH) ❑Alluvial fan ❑Lakes ❑Other (Attach Description) 3. Project Name/Identifier:MacArthur Center 4. FEMA zone designations affected:AE,X (choices: A,AH,AO,A1-A30,A99,AE,AR,V,V1-V30,VE,B,C,D,X) 5. Basis for Request and Type of Revision: a. The basis for this revision request is(check all that apply) O Physical Change ®Improved Methodology/Data 0 Regulatory Floodway Revision ®Base Map Changes ❑Coastal Analysis ®Hydraulic Analysis ❑Hydrologic Analysis ®Corrections ❑Weir-Dam Changes ❑Levee Certification ❑Alluvial Fan Analysis ❑Natural Changes ❑New Topographic Data ❑Other(Attach Description) Note: A photograph and narrative description of the area of concern is not required,but is very helpful during review. FEMA Form 086-0-27,(2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 1 of 3 b. The area of revision encompasses the following structures(check all that apply) Structures: ❑Channelizatlon ❑LeveelFloodwall ❑Bridge/Culvert ❑Dam ®Fill ❑Other(Attach Description) 8. ❑Documentation of ESA compliance is submitted(required to initiate CLOMR review).Please refer to the instructions for more information. C. REVIEW FEE Has the review fee for the appropriate request category been included? ® Yes Fee amount: $5.000 ❑ No,Attach Explanation Please see the DHS-FEMA Web site at http://www.fema.gov/plan/prevenufhmlfrm_fees.shtm for Fee Amounts and Exemptions. - D. SIGNATURE All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. I1 Name: Kenneth D.Mabry,Senior Vice President Company: Billingsley 6empaflyDa ilo�,th} CorP►r_4iM Mailing Address: Daytime Telephone No.: 214-270-0922 Fax No.:214-270-0992 1722 Routh Street,Sr^i4e 136 Dallas,TX 75201 E-Mail Address: kmabry@billingsleyco.com i CW gSignature of Requester(required): (� ) ! Date: 12/17/2012 As the community official responsible for floodplain management,I hereby ac nowledge that we have received and reviewed this Letter of Map Revision (LOMR)or conditional LOMR request. Based upon the community's review, find the completed or proposed project meets or is designed to meet all of the community floodplain management requirements,including the require nts for when fill is placed in the regulatory floodway,and that all necessary Federal,State,and local permits have been,or in the case of a conditional LOMR,will be obtained. For Conditional LOMR requests,the applicant has documented Endangered Species Act(ESA)compliance to FEMA prior to FEMA's review of the Conditional LOMR application.For LOMR requests,I acknowledge that compliance with Sections 9 and 10 of the ESA has been achieved independently of FEMA's process. For actions authorized,funded,or being carried out by Federal or State agencies,documentation from the agency showing its compliance with Section 7(a)(2) of the ESA will be submitted. In addition,we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 65.2(c),and that we have available upon request by FEMA,all analyses and documentation used to make this determination. Community Official's Name and Title: Kenneth M.Griffin Community Name: City of Coppell Mailing Address: Daytime Telephone No.: 972-304-3679 I Fax No.:972-462-5199 255 Parkway Blvd. Coppell,TX 75019 E-Mail Address: kgriffin @coppelltx.gov Community Official's Signature(required): 'i Date: , G . 1 CERTIFICATION BY 2<(-P.,1,1 GISTERED P O SSIONAL ENGINEER AND/OR LAND SURVEYOR This certification is to be signed and sealed by a licensed land surveyor,registered professional engineer,or architect authorized by law to certify elevation information data,hydrologic and hydraulic analysis,and any other supporting information as per NFIP regulations paragraph 65.2(b)and as described in the MT-2 Forms Instructions. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Certifier's Name: Russell P.Erskine,P.E.,CFM License No.: 102027 Expiration Date:09/30/2013 Company Name: Halff Associates,Inc. I Telephone No.: 214-346-6245 I Fax No.: 214-739-0095 i Signature- / 1', i' ,. �, �' Date: E-Mail Address: rerskine @halff.com a'�/� '._(122't,6',, FEMA Form 086-0-27,(2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 2 sf 3 Ensure the forms that are appropriate to your revision request are Included In your submittal. F' �� Cek',ti1 Z!1 Form Name and(Number! Required if... ,,^'KPt•••-�.•..-•:•'q 12� r < .•' ® Riverine Hydrology and Hydraulics Form(Form 2) New or revised discharges or water-surface elevations * t K� *j2 r * • //// ❑ Riverine Structures Form(Form 3) Channel is modified,addition/revision of bridge/culverts, r RUSSELL P. ERSK N = r addition/revision of levee/floodwall,addition/revision of dam r 1,.. -•r r ❑ Coastal Analysis Form(Form 4) New or revised coastal elevations 1 :• 102027 ct r ❑ Coastal Structures Form(Form 5) Addition/revision of coastal structure llz keel SUP �e i}\,`'- 1 -!ON A .s-s- ❑ Alluvial Fan Flooding Form(Form 8) Flood control measures on alluvial fans ipm,. FEMA Form 088-0-27,(2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 3 of 3 U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No.1660-0016 OVERVIEW&CONCURRENCE FORM Expires February 28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1 hours per response.The burden estimate Includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing,reviewing,and submitting the form.You are not required to respond to this collection of information unless it displays a valid OMB control number.Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security,Federal Emergency Management Agency,1800 South Bell Street,Arlington,VA 20958-3005,Paperwork Reduction Project(1860-0016).Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program.Please do not send your completed survey to the above address. PRIVACY ACT STATEMENT AUTHORITY:The National Flood Insurance Act of 1968,Public Law 90-448,as amended by the Flood Disaster Protection Act of 1973,Public Law 93- 234. PRINCIPAL PURPOSE(S):This information is being collected for the purpose of determining an applicant's eligibility to request changes to National Flood Insurance Program(NFIP)Flood Insurance Rate Maps(FIRM). ROUTINE USE(S):The information on this form may be disclosed as generally permitted under 5 U.S.0§552a(b)of the Privacy Act of 1974,as amended.This includes using this information as necessary and authorized by the routine uses published in DHSIFEMA/NFIP/LOMA-1 National Flood Insurance Program(NFIP);Letter of Map Amendment(LOMA)February 15,2006,71 FR 7990. DISCLOSURE:The disclosure of information on this form is voluntary;however,failure to provide the information requested may delay or prevent FEMA from processing a determination regarding a requested change to a(NFIP)Flood Insurance Rate Maps(FIRM). A. REQUESTED RESPONSE FROM DHS-FEMA This request is for a(check one): ❑ CLOMR: A letter from DHS-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 DHS-FEMA officially revising the current NFIP map to show the changes to floodplains,regulatory floodway or flood elevations.(See 44 CFR Ch.1,Parts 60,65&72) B. OVERVIEW 1. The NFIP map panel(s)affected for all Impacted communities is(are): Community No. Community Name State Map No. Panel No. Effective Date Example:480301 City of Katy TX 48473C 0005D 02/08/83 480287 Hams County TX 48201C 0220G 09/28/90 480171 City of Dallas TX 48113C 0155J 08/23/01 2. a.Flooding Source:Grapevine Creek b.Types of Flooding: ®Riverine ❑Coastal ❑Shallow Flooding(e.g.,Zones AO and AH) ❑Alluvial fan ❑Lakes ❑Other (Attach Description) 3. Project Name/Identifier:MacArthur Center 4. FEMA zone designations affected:AE,X (choices: A,AH,AO,A1-A30,A99,AE,AR,V,V1-V30,VE,B,C,D,X) 5. Basis for Request and Type of Revision: a. The basis for this revision request is(check all that apply) ®Physical Change ®Improved Methodology/Data ®Regulatory Floodway Revision ®Base Map Changes ❑Coastal Analysis ®Hydraulic Analysis ❑Hydrologic Analysis ®Corrections ❑Weir-Dam Changes ❑Levee Certification ❑Alluvial Fan Analysis ❑Natural Changes ❑New Topographic Data ❑Other(Attach Description) Note: A photograph and narrative description of the area of concern is not required,but is very helpful during review. FEMA Form 086-0-27,(2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 1 of 3 b. The area of revision encompasses the following structures(check all that apply) Structures: ❑Channelization ❑Levee/Floodwall ❑Bridge/Culvert ❑Dam ®Fill ❑Other(Attach Description) 6. ❑Documentation of ESA compliance is submitted(required to initiate CLOMR review).Please refer to the instructions for more information. C. REVIEW FEE Has the review fee for the appropriate request category been included? ® Yes Fee amount: $5 000 ❑ No,Attach Explanation Please see the DHS-FEMA Web site at http.//www.fema.gov/plan/prevent/fhm/frm_fees.shtm for Fee Amounts and Exemptions. D. SIGNATURE All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Name: Kenneth D.Mabry,Senior Vice President Company: BillingsleyCempenl.Dev 2 ("% 4. Ow Gralan Mailing Address: Daytime Telephone No.: 214-270-0922 Fax No.:214-270-0992 1722 Routh Street,Sat4t 1313 Dallas,TX 75201 / E-Mail Address: kmab f ryQbillingsleyco.com c Signature of Requester(required): / I� Date: 12/17/2012 As the community official responsible for floodplain management,I hereby ackno edge that we have received and reviewed this Letter of Map Revision (LOMR)or conditional LOMR request. Based upon the community's review,we the completed or proposed project meets or is designed to meet all of the community floodplain management requirements,including the requirements for when fill is placed in the regulatory floodway,and that all necessary Federal,State.and local permits have been,or in the case of a conditional LOMR,will be obtained. For Conditional LOMR requests,the applicant has documented Endangered Species Act(ESA)compliance to FEMA prior to FEMA's review of the Conditional LOMB application.For LOMR requests,I acknowledge that compliance with Sections 9 and 10 of the ESA has been achieved independently of FEMA's process. For actions authorized,funded,or being carried out by Federal or State agencies,documentation from the agency showing its compliance with Section 7(a)(2) of the ESA will be submitted. In addition,we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 85.2(c),and that we have available upon request by FEMA,all analyses and documentation used to make this determination. Community Official's Name and Title: Steve Parker Community Name: City of Dallas Mailing Address: Daytime Telephone No.: 214-948-4866 Fax No.:214-948-4657 320 E.Jefferson,Room 307 Dallas,TX 75203 E-Mail Address: Stephen.parker@dallascityhall.com Community Officials Signature(required): Date: ///-]/id CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER AND/OR LAND SURVEYOR This certification is to be signed and sealed by a licensed land surveyor,registered professional engineer,or architect authorized by law to certify elevation information data,hydrologic and hydraulic analysis,and any other supporting information as per NFIP regulations paragraph 65.2(b)and as described in the MT-2 Forms Instructions. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Certifier's Name: Russell P.Erskine,P.E.,CFM License No.: 102027 Expiration Date:09/30/2013 Company Name: Half Associates,Inc. ` Telephone No.: 214-346-6245 Fax No.: 214-739-0095 Signature: lJ Date: E-Mail Address: rerskine@halff.com FEMA Form 086-0-27,(2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 2 of 3 Ensure the forms that are appropriate to your revision request are Included in your submittal. w.�E O F 7� t71 ............. Form Name and(Number) Required if..., c- .. A ,...-.‘Al LI 1 ® Riverine Hydrology and Hydraulics Form(Form 2) New or revised discharges or water-surface elevations .•'� /"� :*rlr I ❑ Riverine Structures Form(Form 3) Channel is modified,addition/revision of bridge/culverts, j RUSSELL P. ERSKI VL r addition/revision of levee/floodwall,addition/revision of dam ?._.., r. 7 102027 r ❑ Coastal Analysis Form(Form 4) New or revised coastal elevations J . c', ❑ Coastal Structures Form(Form 5) Addition/revision of coastal structure rf11lt BSc•cgri No 2 a' <1.' .• '` ti ❑ Alluvial Fan Flooding Form(Form 8) Flood control measures on alluvial fans Al__ ti FEMA Form 086-0-27,(2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 3 of 3 U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY 0.81.8 No.1660-0016 OVERVIEW& CONCURRENCE FORM Expires February 28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1 hours per response.The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing,reviewing,and submitting the form.You are not required to respond to this collection of information unless it displays a valid OMB control number.Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security,Federal Emergency Management Agency,1800 South Bell Street,Arlington,VA 20958-3005,Paperwork Reduction Project(1660-0016).Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program.Please do not send your completed survey to the above address. PRIVACY ACT STATEMENT AUTHORITY:The National Flood Insurance Act of 1968,Public Law 90-448,as amended by the Flood Disaster Protection Act of 1973,Public Law 93- 234. PRINCIPAL PURPOSE(S):This Information is being collected for the purpose of determining an applicant's eligibility to request changes to National Flood Insurance Program(NFIP)Flood Insurance Rate Maps(FIRM). ROUTINE USE(S):The information on this form may be disclosed as generally permitted under 5 U.S.0§552a(b)of the Privacy Act of 1974,as amended.This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA/NFIP/LOMA-1 National Flood Insurance Program(NFIP);Letter of Map Amendment(LOMA)February 15,2006,71 FR 7990. DISCLOSURE:The disclosure of information on this form is voluntary;however,failure to provide the information requested may delay or prevent FEMA from processing a determination regarding a requested change to a(NFIP)Flood Insurance Rate Maps(FIRM). A. REQUESTED RESPONSE FROM DHS-FEMA This request is for a(check one): ❑ CLOMR: A letter from DHS-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 DHS-FEMA officially revising the current NFIP map to show the changes to floodplains,regulatory floodway or flood elevations.(See 44 CFR Ch.1,Parts 60,65&72) B. OVERVIEW 1. The NFIP map panel(s)affected for all impacted communities is(are): Community No. Community Name State Map No. Panel No. Effective Date Example:480301 City of Katy TX 48473C 0005D 02/08/83 480287 Hams County TX 48201C 0220G 09/28/90 480190 City of Irving TX 48113C 0155J 08/23/01 2. a.Flooding Source:Grapevine Creek b.Types of Flooding: ®Riverine ❑Coastal ❑Shallow Flooding(e.g.,Zones AO and AM) ❑Alluvial fan ❑Lakes ❑Other (Attach Description) 3. Project Name/Identifier:MacArthur Center 4. FEMA zone designations affected:AE,X (choices: A,AH,AO,A1-A30,A99,AE,AR,V,V1-V30,VE,B,C,0,X) 5. Basis for Request and Type of Revision: a. The basis for this revision request is(check all that apply) Physical Change ®Improved Methodology/Data ®Regulatory Floodway Revision (8)Base Map Changes ❑Coastal Analysis (a Hydraulic Analysis ❑Hydrologic Analysis ®Corrections ❑Weir-Dam Changes ❑Levee Certification ❑Alluvial Fan Analysis ❑Natural Changes ❑New Topographic Data ❑Other(Attach Description) Note: A photograph and narrative description of the area of concern is not required,but is very helpful during review. FEMA Form 086-0-27,(2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 1 of 3 b. The area of revision encompasses the following structures(check all that apply) Structures: ❑Channelization ❑Levee/Floodwall ❑Bridge/Culvert ❑Dam ®Fill ❑Other(Attach Description) 6. ❑Documentation of ESA compliance is submitted(required to Initiate CLOMR review).Please refer to the instructions for more information. C. REVIEW FEE Has the review fee for the appropriate request category been Included? ® Yes Fee amount: i¢,QQQ ❑ No,Attach Explanation Please see the DHS-FEMA Web site at hilp://wvAv.fema.gov/plan/prevent/fhm/frm_fees.shtrn for Fee Amounts and Exemptions. D. SIGNATURE All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by line or Imprisonment under Title 18 of the United States Code,Section 1001. //11 L' Name: Kenneth D.Mabry,Senior Vice President Company: Billingsley Aarapapty_Dove e.,} `er7�ranY1 Mailing Address: Daytime Telephone No.: 214-270-0922 Fax No.:214-270-0992 1722 Routh Street,Sk.■4e 1313 Dallas,TX 75201 E-Mail Address: kmabry©billingsleyco.com c ' Signature of Requester(required): �� Date: 1vt7/2012 As the community official responsible for floodplain management,I hereby ackn that we have received and reviewed this Letter of Map Revision (LOMR)or conditional LOMR request. Based upon the community's review,we tin he completed or proposed project meets or is designed to meet all of the community floodplain management requirements,including the requirements r when fill Is placed in the regulatory floodway,and that all necessary Federal.State,and local permits have been,or in the case of a conditional LOMR,will be obtained. For Conditional LOMR requests,the applicant has documented Endangered Spedes Act(ESA)compliance to FEMA prior to FEMA's review of the Conditional LOMR application.For LOMR requests,I acknowledge that compliance with Sections 9 and 10 of the ESA has been achieved independently of FEMA's process. For actions authorized,funded,or being carried out by Federal or State agencies,documentation from the agency showing its compliance with Section 7(a)(2) of the ESA will be submitted. In addition,we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined In 44CFR 65.2(c),and that we have available upon request by FEMA,all analyses and documentation used to make this determination. Community Official's Name and Tele: Gary Fennell Community Name: City of Irving Mailing Address: Daytime Telephone No.: 972-721.3721 Fax No.:972-721-2592 825 W.Irving Blvd. Irving,TX 75060 E-Mail Address: gfenneNi.h �ccving.bk.us Community Official's Signature(required): Date: )/ t)/ 7 j 1 L CERTIFICATION BY REGIS D PROFESSIONAL ENGINEER AND/OR LAND SURVEYOR This certification is to be signed and sealed by a licensed land surveyor,registered professional engineer,or architect authorized by law to certify elevation information data,hydrologic and hydraulic analysis,and any other supporting information as per NFIP regulations paragraph 85.2(b)and as described in the MT-2 Forms Instructions. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or Imprisonment under Title 18 of the United States Code,Section 1001. Certifier's Name: Russell P.Erskine,P.E.,CFM License No.: 102027 Expiration Date:09/30/2013 Company Name: Half Associates,Inc. Telephone No.: 214-346•-8245 Fax No.: 214-739-0095 Signature:Liza €F4S4. Date' ( E-Mall Address: rerskir half.com 1a3�2cx3 FEMA Form 086-0-27,(2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 2 of 3 Ensure the forms that are appropriate to your revision request are Included In your submittal. •`.{N.-0.-kllill, -- -\ :-.9.r.: Tr,-,4!' T-.Y14 Form Name and(Number' Required if... N,`i•••.• ••., ,a j ® Riverine Hydrology and Hydraulics Form(Form 2) New or revised discharges or water-surface elevations .� � �' °r ❑ Riverine Structures Form(Form 3) Channel is modified,addition/revision of bridge/culverts, �1 addition/revision of levee/floodwall,addition/revision of dam RUSSELL P. ERSKI\IC r ❑ Coastal Analysis Form(Form 4) New or revised coastal elevations ! ..,:• 102027 :rte r`, s> ❑ Coastal Structures Form(Form 5) Addition/revision of coastal structure l9,"9t�ea{,(QpVOh l�.•', /w qt❑ Alluvial Fan Flooding Form(Form 8) Flood control measures on alluvial fans - f 0 r(03(26f3 FEMA Form 088-0-27,(2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 3 of 3 U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No.1660-0016 RIVERINE HYDROLOGY & HYDRAULICS FORM Expires February 28,2014 s PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 3.5 hours per response.The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing,reviewing,and submitting the form.You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form.Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security,Federal Emergency Management Agency, 1800 South Bell Street,Arlington VA 20958-3005,Paperwork Reduction Project (1660-0016).Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program.Please do not send your completed survey to the above address. PRIVACY ACT STATEMENT AUTHORITY:The National Flood Insurance Act of 1968,Public Law 90-448,as amended by the Flood Disaster Protection Act of 1973,Public Law 93-234. PRINCIPAL PURPOSE(S):This information is being collected for the purpose of determining an applicant's eligibility to request changes to National Flood Insurance Program(NFIP)Flood Insurance Rate Maps(FIRM). ROUTINE USE(S):The information on this form may be disclosed as generally permitted under 5 U.S.0§552a(b)of the Privacy Act of 1974,as amended.This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA/NFIP/LOMA-1 National Flood Insurance Program(NFIP);Letter of Map Amendment(LOMA)February 15,2006,71 FR 7990. DISCLOSURE:The disclosure of information on this form is voluntary;however,failure to provide the information requested may delay or prevent FEMA from processing a determination regarding a requested change to a NFIP Flood Insurance Rate Maps(FIRM). Flooding Source: Grapevine Creek Note:Fill out one form for each flooding source studied A. HYDROLOGY 11. Reason for New Hydrologic Analysis (check all that apply) ® Not revised(skip to section B) ❑ No existing analysis ❑ Improved data ❑ Alternative methodology ❑ Proposed Conditions(CLOMR) ❑ Changed physical condition of watershed 2. Comparison of Representative 1%-Annual-Chance Discharges Location Drainage Area(Sq.Mi.) Effective/FIS(cfs) Revised(cfs) 3. Methodology for New Hydrologic Analysis (check all that apply) ❑ Statistical Analysis of Gage Records ❑ Precipitation/Runoff Model 4 Specify Model: ❑ Regional Regression Equations ❑ Other(please attach description) Please enclose all relevant models in digital format,maps,computations(including computation of parameters),and documentation to support the new analysis. 4. Review/Approval of Analysis If your community requires a regional,state,or federal agency to review the hydrologic analysis,please attach evidence of approval/review. 5. Impacts of Sediment Transport on Hydrology Is the hydrology for the revised flooding source(s)affected by sediment transport? ❑Yes ❑No If yes,then fill out Section F(Sediment Transport)of Form 3. If No,then attach your explanation.. FEMA Form 086-0-27A,(2/2011) Previously FEMA Form 81-89 MT-2 Form 2 Page 1 of 3 B. HYDRAULICS 11. Reach to be Revised Description Cross Section Water-Surface Elevations(ft.) Effective Proposed/Revised Downstream Limit* Approx.400 ft u/s MacArthur 11453 445.97 445.92 Blvd. Upstream Limit* Downstream face of Belt Line 15160 457.50 457.67 Rri *Proposed/Revised elevations must tie-into the Effective elevations within 0.5 foot at the downstream and upstream limits of revision. 2. Hydraulic Method/Model Used: HEC-RAS v4.1.0 3. Pre-Submittal Review of Hydraulic Models* DHS-FEMA has developed two review programs,CHECK-2 and CHECK-RAS,to aid in the review of HEC-2 and HEC-RAS hydraulic models, respectively. We recommend that you review your HEC-2 and HEC-RAS models with CHECK-2 and CHECK-RAS. 4. Models Submitted Natural Run Floodwav Run Datum Duplicate Effective Model* File Name: Plan Name: File Name: Plan Name: 186PSFP.dat N/A 186PSFW.dat N/A NGVD88 Corrected Effective Model* File Name: Plan Name: File Name: Plan Name: 186PSFP.dat N/A 186PSFW.dat N/A NGVD88 Existing or Pre-Project File Name: Plan Name: File Name: Plan Name: Conditions Model 119LOMR.prj 119LOMR.p12 119LOMR.prj 119LOMR.p13 NGVD88 Revised or Post-Project File Name: Plan Name: File Name: Plan Name: Conditions Model 119LOMR.prj 119LOMR.p08 119LOMR.prj 119LOMR.p09 NGVD88 Other-(attach description) File Name: Plan Name: File Name: Plan Name: *For details,refer to the corresponding section of the instructions. ❑ Digital Models Submitted?(Required) C. MAPPING REQUIREMENTS A certified topographic work map must be submitted showing the following information(where applicable):the boundaries of the effective,existing, and proposed conditions 1%-annual-chance floodplain(for approximate Zone A revisions)or the boundaries of the 1%-and 0.2%-annual-chance floodplains and regulatory floodway(for detailed Zone AE,AO,and AH revisions);location and alignment of all cross sections with stationing control indicated;stream,road,and other alignments(e.g.,dams,levees,etc.);current community easements and boundaries;boundaries of the requester's property;certification of a registered professional engineer registered in the subject State;location and description of reference marks;and the referenced vertical datum(NGVD,NAVD,etc.). ® Digital Mapping(GIS/CADD)Data Submitted(preferred) Topographic Information: See MT-2 Form 2 Attachment Source: NA Date: NA Accuracy: NA Note that the boundaries of the existing or proposed conditions floodplains and regulatory floodway to be shown on the revised FIRM and/or FBFM must tie-in with the effective floodplain and regulatory floodway boundaries.Please attach a copy of the effective FIRM and/or FBFM,at the same scale as the original,annotated to show the boundaries of the revised 1%-and 0.2%-annual-chance floodplains and regulatory floodway that tie-in with the boundaries of the effective 1%-and 0.2%-annual-chance floodplain and regulatory floodway at the upstream and downstream limits of the area on revision. ® Annotated FIRM and/or FBFM(Required) FEMA Form 086-0-27A,(2/2011) Previously FEMA Form 81-89 MT-2 Form 2 Page 2 of 3 D. COMMON REGULATORY REQUIREMENTS* 11. For LOMR/CLOMR requests,do Base Flood Elevations(BFEs)increase? ®Yes ❑ No a. For CLOMR requests,if either of the following is true,please submit evidence of compliance with Section 65.12 of the NFIP regulations: • The proposed project encroaches upon a regulatory floodway and would result in increases above 0.00 foot compared to pre-project conditions. • The proposed project encroaches upon a SFHA with or without BFEs established and would result in increases above 1.00 foot compared to pre-project conditions. b. Does this LOMR request cause increase in the BFE and/or SFHA compared with the effective BFEs and/or SFHA? ® Yes ❑ No If Yes,please attach proof of property owner notification and acceptance(if available). Elements of and examples of property owner notifications can be found in the MT-2 Form 2 Instructions. 2. Does the request involve the placement or proposed placement of fill? ® Yes ❑ No If Yes,the community must be able to certify that the area to be removed from the special flood hazard area,to include any structures or proposed structures,meets all of the standards of the local floodplain ordinances,and is reasonably safe from flooding in accordance with the NFIP regulations set forth at 44 CFR 60.3(A)(3),65.5(a)(4),and 65.6(a)(14). Please see the MT-2 instructions for more information. 3. For LOMR requests,is the regulatory floodway being revised? ® Yes ❑ No If Yes,attach evidence of regulatory floodway revision notification. As per Paragraph 65.7(b)(1)of the NFIP Regulations,notification is required for requests involving revisions to the regulatory floodway. (Not required for revisions to approximate 1%-annual-chance floodplains [studied Zone A designation]unless a regulatory floodway is being established.Elements and examples of regulatory floodway revision notification can be found in the MT-2 Form 2 Instructions.) 4. For CLOMR requests,please submit documentation to FEMA and the community to show that you have complied with Sections 9 and 10 of the Endangered Species Act(ESA). For actions authorized,funded,or being carried out by Federal or State agencies,please submit documentation from the agency showing its compliance with Section 7(a)(2)of the ESA.Please see the MT-2 instructions for more detail. Not inclusive of all applicable regulatory requirements. For details,see 44 CFR parts 60 and 65. FEMA Form 086-0-27A,(2/2011) Previously FEMA Form 81-89 MT-2 Form 2 Page 3 of 3 MT-2 Form 2 Attachment Grapevine Creek Macarthur Center Site C. Mapping Requirements The topographic data used for this LOMR is the same data used for the previous CLOMR (Case No.: 04-06-A148R) approved by FEMA in January 2006, and LOMR (Case No.: 06-06-BE95P) approved by FEMA in May 2007. Information regarding this topography is unavailable. REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS III. PHOTOGRAPHS MacArthur Center LOMR on Grapevine Creek Photo 1. View looking west along the north side of the swale and south side of as-built grading from approximately cross section 11453. Photo 2. View of as-built rock rip-rap at downstream end of swale from approximately 50 feet upstream of cross section 11453. III-2 MacArthur Center LOMR on Grapevine Creek Photo 3. View of as-built grading and swale in Grapevine Creek overbank(looking east)from approximately cross section 12402.Photo 4. View of property looking east along unfilled TXU right-of-way from between cross-section 13829 and 13620. III-3 REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS IV. APPENDICES REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX A FIGURES AND MAPS FIGURE 1 LOCATION MAP FIGURE 2 ANNOTATED FEMA FIRM FIGURE 3 REVISED FLOODPLAIN-FEMA FIGURE 4 REVISED FLOODPLAIN-FULLY DEVELOPED CONDITIONS FIGURE 5 FEMA WORK MAP FIGURE 6 FULLY DEVELOPED WORK MAP Key to Features Limit of Project Area 21: r-- Interstate Highway 121 TxAS — State Highway �� — -- DALLAS COUNTY Turnpike .:: ..r. ,.. Major Roads o r',,i_J County Boundary \ o re Carrollton ILL z S o 4, le Dallas l ���YLAKEROAD — I C dill Dallas E ::[a arnch dll vi 41 o BELT LINEzROAD 1r— . tProject Letter of Map Revision For MacArthur Center Title Location Map PGBT P4 44r N ! J 0 2,500 5,000 M i 1 w 1�E / li Scale in Feet s VlE� ilnUP E Bill ng 1i-•‘ j 114 -1 EE! HALFF. 354 TEXAS v. ZONE X 0-^, ZONE AE— _ --.1 APPROXIMATE SCALE IN FEET © P <41/6 \ y ./1- 1 1000 0 1000 ��� � ��� r ZO N E X�� F k �, A0y t' �' �R`N� EVIS E D AREA �� 1 NATIONAL FLOOD INSURANCE PROGRAM .q ^ , - 4-,,,t,,,,,:..-v`fJ? '�? ip a,�, R,fin .1 'c DRNE Rjt —'_ `t$ :' 0 L/c4f, F 1 V.,' . t - 7t Lae, NE r t4 ZONE x 44!) f. / > I FIRM ZONE \E RM198 l`---.'yam 1 FLOOD INSURANCE RATE MAP tr-So:';,!',;,!4 �� DALLAS COUNTY. RM601 s ZONE X ZC TEXAS AND ` I � --- �_ \ INCORPORATED AREAS ZONE X ` � 4 �� fr',r i 2LT!NE �"`� PANE 155 OF 725 .� � r /� (SEE MAP INDEX FOP PANELS NOT PHIrYfEn) • , '' ZONE A 4, 4 �� -- Ii LEMMUAIfY MATER PANEL SUFFIX I T I `' jA<. ,. '" 'I ovvE t niv 'r x Joni) MS a mmu II II- rns o=f .0,71 ms fa ttj '� ••••:. I� mss a it III Grapevine Creek < -°- �V �Q ;�' e {I MAP NUMBER �** s � \_.1------- ) 48113C0155 1 EFFECTIVE DATE: cr, ;+ AUGUST 23,2001 Q z CITY OF IRVING 'If- %1 Q 5 480180 .,cc : . .. , f. ZONE X '� LL O = ICI Federal Emergency Management Agency O ( >-. Z Fr ]— U U This is an official copy of a portion of the above referenced flood map. R �J was extracted using F-MIT On-Line. This map does not reflect changes >� I. or amendments which may have been made subsequent to the date on the ` title block. For the latest product Information about National Flood Insurance II Program flood maps check the FEMA Flood Map Store at www.mse.fema.gov Key to Features " re c-4,.5„,,7 0 As Built Survey Point :. g • ,, " +=� �r (l 3 "''''L',' r. s v r M i flf{' Y Revised 500 Year '; /- "' � 7724' Floodplain " ` s � ' Revised 100-Year acs ' a , - �° ` Floodplain ' ` '. s .9 - ` ., Revised Floodway ' d G F LOMR 500-Year Floodplain t q ' ~9R4 '',KZ*{, k ice§^`t �Q�.1' ( Fr+w3 ?�.- � ?�1 LOMR 100 Year Floodplain ,% ,A. ',4',..4.7.4'4"•*..,; � '',. x LOMR Floodway /f - �:� �'b , : - .. ���-�., , �s /.,�:a S �', y ( ,d °j1'Brapr,.rr '�'+� < r 2/// t �€ . e f tj tl f +a._:. � '� ti. �..�X 1s`rid 4 .d ,�.w - . aa //7,-_` �r — Major Road „-y., ,�� .�+ x"` r� `�'' `lr s *° Gam'= f i 3 � �,,�„ o. -,,, --1*"� 10 foot Contour C,s pct c,-/,, �_ �� � �,* �"" u r it uo 2-foot <5o J Contour 450 9 .° -' ,';'(:.ko �' e': 1` � Q �Q � � T- ` � •� R asp 0 ry L f _ / 435 ,I/ Project P t ��,. _ Letter of Map Revision ,�; 4 0 � 455 ' "' d$o For MacArthur Center t .° �' _ 4 . ,r,,,.'6-0, �// jl .' _� ?-W` i %�_ 0 455 450 Title ". d� a�o� 140 °Qo if Revised Floodplain 0 500 1,000 I N_r gTy fl N Scale in Feet /1\ A tt ' �PeOGg3o YJ s=F y -n �3illin plc w $ b,< 3 ■■■ 6 0 ... HALFF �ts:: ■■111 't.480 Y �,f s 410 �.J Key to Features it r n As Built Survey Point b s t '°c , t ..^' „mn �R" � F ., —+ / s Revised 100-Year " t x t , r , o� ,r.' s G Fully Developed Floodplain ft A ." };,-' "-..„ " „\ �` (r {y Hemingway Court 100 Year ,. .mot; -0' 4. ', G Fully Developed Floodplain ' % '' "� � �� o‘F�q� 1 q 0 — Major Road :� � . � �' ' v - of "�t - f 10 foot Contour , `�� ° 2-foot Contour qQ } i : { F:.aie , 459 Y� # f,- , � te Y 3 . :. s n y "1 __,--' .s Y f 5wBC£° .; . t - e . , ,^/'yp r- .r m LA \ d , ° > 450 s� 450�.-..:�°°.""_.... s'309f.5 4442 454,1 1$ 448.2 t �a 495.76 463.0 4544 456,E 442.5 442.6 44,8 454.{5 ��.. E. 441.3 453.3 t tt n 'i 450 / �.1 440.8"'460 &' ( 459 I ir., l '''''.0 1.��9 4J 9.8 �43B4 _. is ` 3:+. J ---' 449.1 49.] 4t6 X66 Project 0 Letter of Map Revision >9a . For MacArthur Center �° � �; Title , 1,,,,„_,_,---,,---. o `o', V,�„ ',{ :` .. .d Revised Floodplain �� � � -. ( tik Fully Developed Conditions) , � , ' 0 500 1,000 ( t .t ;q Scale in Feet 9 1, d r �p 7 a z . , eo ce crii Billingsley 6-' o ' g !!! 4 o HALFF I � . . .._ .. .. _ 44 REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX B Hydraulic Output—Duplicate Effective Model(Multi-Profile) _ y'g� is X66 � AG�Cp !� °�? _'e;� 455 Cp ��� 186PSFP.DAT 11/30/2012 1******************************************** *************************************** * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 30NOV12 TIME 11:36:31 * * (916) 756-1104 * ******************************************** *************************************** X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 1 30NOV12 11:36:31 PAGE 1 THIS RUN EXECUTED 30NOV12 11:36:31 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* T1 COPPELL CITY-WIDE STORM WATER MANAGEMENT STUDY T2 FEMA revised CONDITIONS WITH 100 YEAR FEMA DISCHARGE DEC, 2003 T3 GRAPEVINE CREEK POST-PROJECT-186PSFP.DAT (original:398reext.dat)--HALFF J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 .0012 0 0 0 435.00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 38 1 26 4 67 43 1 186P5FP.DAT 11/30/2012 J4 *************ROUTING REACHES************* ** 11453.000 15169.000 ** J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 NC .045 .045 .040 .3 .5 QT 6 5900 8600 9700 12700 18200 9700 398RUN1A.DAT IS THE REVISED EXISTING MODEL FOR GRAPEVINE CREEK. DUE TO CHANNELIZATION, NON-EFFECTIVE FLOW AREAS WERE ADDED TO THE LEFT OVERBANK IN THE REACH UPSTREAM OF THE EROSION CONTROL STRUCTURE. START IMPROVED CHANNEL SECTION DATA FROM ALBERT H. HALFF ASSOC. INC. CORRESPONDS TO LEVEE SECT. 4870 X1 7250. 15. 1700. 1993. 1100. 550. 650. .15 GR 450.00 1537. 443.03 1537. 442.53 1680. 442.33 1700. 434.00 1725. GR 433.00 1745. 427.80 1766. 426.60 1826. 423.37 1836. 423.37 1846. GR 426.60 1856. 427.80 1916. 433.00 1937. 434.00 1957. 446.99 1993. 1 30NOV12 11:36:31 PAGE 2 NC .045 .045 .040 .1 .3 CORRESPONDS TO LEVEE SECT. 5090 X1 7500. 14. 1694. 1993. 300. 240. 250. GR 450.00 1674. 442.77 1674. 442.57 1694. 437.46 1709. 436.46 1729. GR 427.99 1763. 426.79 1823. 423.67 1833. 423.67 1843. 426.79 1853. GR 427.99 1913. 436.46 1947. 437.46 1967. 447.19 1993. CORRESPONDS TO LEVEE SECT. 5620 X1 8000. 14. 1694 1993 500. 500. 500. GR 450.00 1674. 443.07 1674. 442.87 1694. 437.36 1710. 436.36 1730. GR 428.20 1763. 427.00 1823. 424.02 1833. 424.02 1843. 427.00 1853. GR 428.20 1913. 436.36 1946. 437.36 1966. 447.43 1993. CORRESPONDS TO LEVEE SECT. 6165 -- AHH 1990 SECTION "A" X1 8500 14. 1703 1993 480. 550. 500. GR 450.00 1683. 443.28 1683. 443.08 1703. 439.01 1715. 438.01 1735. 2 186P5FP.DAT 11/30/2012 GR 429.83 1767. 428.63 1827. 425.06 1837. 425.06 1847. 428.63 1857. GR 429.83 1917. 438.01 1950. 439.01 1970. 447.61 1993. CORRESPONDS TO LEVEE SECT. 7175 X1 9500 14. 1720 1993 1000. 1000. 1000. GR 450.00 1700. 444.15 1700. 443.95 1720. 438.57 1736. 437.57 1756. GR 432.46 1776. 431.26 1836. 426.97 1846. 426.97 1856. 431.26 1866. GR 432.46 1926. 437.57 1947. 438.57 1967. 448.31 1993. CORRESPONDS TO LEVEE SECT. 8125 X1 10500 14. 1720 1993 1050. 950. 1000. GR 450.00 1700. 445.44 1700. 445.24 1720. 440.00 1736. 439.00 1756. GR 433.79 1777. 432.59 1837. 428.78 1847. 428.78 1857. 432.59 1867. GR 433.79 1927. 439.00 1948. 440.00 1968. 449.40 1993. X1 10850 13. 1693 1993 350. 350. 350. GR 450.0 1693. 445.6 1693. 441.1 1732. 440.1 1752. 434.1 1776. GR 433.0 1836. 429.4 1846. 429.4 1856. 433.0 1866. 434.1 1926. GR 440.1 1950. 441.1 1970. 449.8 1993. NC 0.3 0.5 QT 6 5900 8600 9700 12700 16600 9700 X1 10935 13. 1692 1993 85. 85. 85. X3 10. 1731. 455.0 1969. 455.0 GR 450.0 1692. 445.7 1692. 440.9 1734. 439.9 1754. 434.2 1776. GR 433.0 1836. 429.6 1846. 429.6 1856. 433.0 1866. 434.2 1926. GR 439.9 1949. 440.9 1969. 449.9 1993. 1 30NOV12 11:36:31 PAGE 3 D.S. FACE OF MacARTHUR BLVD. X1 10936 23. 1731 1969 1. 1. 1. BT 7. 1708. 455.0 451.0 1731. 455.1 446.6 1811. 455.9 447.4 BT 1850. 456.1 447.6 1889. 455.9 447.4 1969. 455.1 446.6 1993. BT 455.0 451.0 GR 451.0 1708. 446.6 1731. 441.0 1731. 439.9 1754. 434.2 1776. GR 433.6 1808. 447.4 1808. 447.4 1811. 433.6 1811. 433.0 1836. GR 429.6 1846. 429.6 1850. 429.6 1856. 433.0 1866. 433.6 1889. GR 447.4 1889. 447.4 1892. 433.6 1892. 434.2 1926. 439.9 1949. GR 440.9 1969. 446.6 1969. 451.0 1993. U.S. FACE OF MacARTHUR BLVD. 3 186P5FP.DAT 11/30/2012 X1 11044 23. 1731 1969 108. 108. 108. BT 7. 1708. 455.0 451.0 1731. 455.1 446.6 1811. 455.9 447.4 BT 1850. 456.1 447.6 1889. 455.9 447.4 1969. 455.1 446.6 1993. BT 455.0 451.0 GR 451.0 1708. 446.6 1731. 442.8 1731. 442.8 1742. 434.3 1774. GR 433.6 1808. 447.4 1808. 447.4 1811. 433.6 1811. 433.1 1834. GR 429.8 1844. 429.8 1850. 429.8 1854. 433.1 1864. 433.6 1889. GR 447.4 1889. 447.4 1892. 433.6 1892. 434.3 1924. 442.3 1956. GR 442.9 1969. 446.6 1969. 451.0 1993. NC .065 .065 .040 X1 11045 13. 1742. 1956. 1. 1. 1. X3 10. 1731. 455.0 1969. 455.0 GR 450.0 1691. 445.9 1691. 443.3 1722. 442.3 1742. 434.3 1774. GR 433.1 1834. 429.8 1844. 429.8 1854. 433.1 1864. 434.3 1924. GR 442.3 1956. 443.3 1976. 450.0 1993. X1 11070 13. 1690 1978 25. 25. 25. GR 450.0 1690. 446.0 1690. 444.0 1719. 443.0 1739. 434.7 1771. GR 433.2 1833. 429.8 1843. 429.6 1853. 433.2 1863. 434.7 1923. GR 443.0 1958. 444.0 1978. 450.0 1993. NC .065 .065 .055 0.1 0.3 D.S. FACE OF ECS X1 11275 12. 1715. 1957. 205. 205. 205. GR 450.0 1689. 447.4 1689. 447.4 1715. 434.9 1771. 433.4 1831. GR 430.31 1841. 430.31 1851. 433.4 1861. 434.9 1921. 443.0 1957. GR 444.0 1977. 450.1 1993. X1 11276 9. 1715. 1957. 1. 1. 1. GR 450.0 1689. 447.5 1689. 447.5 1715. 434.9 1771. 433.0 1846. GR 434.9 1921. 443.0 1957. 444.0 1977. 450.1 1993. 1 30NOV12 11:36:31 PAGE 4 X1 11296 0. 20. 20. 20. X1 11297 12. 1715. 1958. 1. 1. 1. GR 450.0 1688. 448.0 1688. 448.0 1715. 437.0 1765. 437.0 1832. GR 435.0 1832. 435.0 1835. 437.0 1835. 437.0 1938. 443.0 1958. GR 444.0 1978. 455.0 2022. X1 11299 12. 1715. 1958. 2. 2. 2. GR 450.0 1688. 448.0 1688. 448.0 1715. 437.0 1765. 437.0 1832. GR 435.0 1832. 435.0 1835. 437.0 1835. 437.0 1938. 443.0 1958. GR 444.0 1978. 455.0 2022. 4 186P5FP.DAT 11/30/2012 X1 11300 12. 1715. 1958. 1. 1. 1. GR 450.0 1688. 448.0 1688. 448.0 1715. 440.0 1752. 440.0 1832. GR 435.0 1832. 435.0 1835. 440.0 1835. 440.0 1948. 443.0 1958. GR 444.0 1978. 455.0 2022. 11301 IS A REPEATED SECTION FROM 11313 NC 0.3 0.5 NH 5 .065 1715 .05 1750 .04 1860 .05 1985 .065 NH 2010 X1 11301 8. 1715. 1985. 1. 1. 1. GR 450.0 1685. 448.0 1685. 447.0 1715. 439.0 1750. 435.0 1820. GR 435.0 1860. 446.0 1985. 452.0 2010. NH 5 .065 1715 .05 1750 .04 1860 .05 1985 .065 NH 2010 X1 11313 8. 1715. 1985. 12. 12. 12. GR 450.0 1685. 448.0 1685. 447.0 1715. 439.0 1750. 435.0 1820. GR 435.0 1860. 446.0 1985. 452.0 2010. NH 5 .065 1094 .05 1116 .04 1141 .05 1173 .065 NH 1359 X1 11453 16 1094 1173 116 119 140 GR 448 1000 446 1039 444 1059 442 1070 440 1094 GR 438 1107 435.07 1116 435.07 1141 438 1153 440 1173 GR 444 1257 446 1311 448 1328 450 1338 452 1342 GR 454 1359 NC 0.060 0.060 0.055 X1 11588 12 1626 1698 170 94 135 X3 1298 470 GR 449.5 1000 446 1008 444 1014 446 1135 446 1482 GR 444 1626 442 1633 435.14 1655 435.14 1675 442 1698 GR 442 1865 460 1992 1 30NOV12 11:36:31 PAGE 5 NC 0.1 0.3 X1 12402 21 2379 2435 670 644 815 X3 1211 470 GR 452.8 1000 452.8 1042 443.7 1089 444 1353 446 1625 GR 448 2113 450 2129 450 2137 444 2196 446 2217 GR 446 2351 444 2379 442 2384 435.72 2398 435.72 2418 GR 442 2431 444 2435 444 2462 446 2470 458 2514 GR 460 2530 GR 442 2431 444 2435 444 2462 460 2530 5 186P5FP.DAT 11/30/2012 QT 6 5900 8600 9700 12700 16500 9700 X1 12820 38 1780 1856 254 450 430 X3 702.4 470 GR 454. 570. 454. 682. 445. 722. 445. 722. 444. 891. GR 444. 962. 446. 1138. 446. 1159. 446. 1470. 448. 1640. GR 448. 1653. 446. 1658. 444. 1662. 442. 1691. 442. 1699. GR 444. 1736. 446. 1741. 446. 1780. 444. 1787. 442. 1797. GR 440. 1805. 438. 1808. 436. 1810. 436. 1830. 438. 1839. GR 440. 1845. 442. 1850. 444. 1856. 446. 1871. 448. 1875. GR 450. 1887. 452. 1905. 454. 1925. 456. 1937. 458. 1949. GR 460. 1964. 468. 1999. 470. 2009. GR440. 1845. 442. 1850. 444. 1856. 446. 1861. 448. 1862. GR450. 1870. 452. 1887. 454. 1902. 456. 1921. 458. 1937. GR460. 1944. X1 13339 21 2003 2056 502 532 519 X3 1203.18 470 2685 470 GR 454.5 1121 454.5 1170 448.4 1214 448 1536 449 1689 GR 450 1841 450 1936 448 1976 446 2003 442 2012 GR 437.15 2020 437.15 2035 442 2042 448 2056 448 2088 GR 446 2095 446 2122 448 2189 448 2284 450 3055 GR 450 3563 QT 6 6900 9700 11000 14200 16100 11000 X1 13620 16. 1453. 1533. 364 399 381 X3 777.55 470 GR 454.8 665. 454.8 755. 449 795. 450. 1185. 449.3 1340. GR 450. 1440. 450. 1453. 448. 1462. 440. 1482. 438. 1500. GR 440. 1518. 448. 1533. 448.8 1580. 448. 1690. 448. 1850. GR 449. 2050. 460. 2050. X1 13625 5 5 5 X3 705 470 X1 13630 5 5 5 X3 705 470 1 30NOV12 11:36:31 PAGE 6 X1 13635 5 5 5 X3 705 470 6 186P5FP.DAT 11/30/2012 X1 13829 26 1493 1564 215 197 209 GR 455.8 921 455.8 949 454.6 966 454 1000 452 1032 GR 446 1049 446 1082 450 1097 452 1176 452 1197 GR 450 1416 450 1481 452 1493 450 1500 442 1520 GR 438.5 1535 442 1548 450 1564 450 1591 448 1612 GR 446.5 1619 448 1627 450 1651 450 1805 452 1928 GR 458 1997 X1 13834 5 5 5 X1 13839 5 5 5 X1 13844 5 5 5 X1 13849 5 5 5 X1 14170 16 1782 1847 430 407 421 GR 458.6 1444 458.6 1499 451.3 1534 451.4 1534 451.4 1600 GR 451.1 1700 450.2 1782 439.8 1800 440.4 1826 450.4 1847 GR 449.2 1900 450.3 2000 449.7 2100 449.0 2131 458.0 2200 GR 467.6 2300 477.1 2400 14495 ADDED 9-12-00 NH 3 .07 1243 .07 1263 .05 1875 Xl 14495 18 1227 1271 332 250 325 GR 459.6 1069 459.6 1114 453.2 1149 452 1217 450 1227 GR 442 1241 440.3 1243 440.3 1263 442 1263 448 1271 GR 450 1278 450 1296 452 1311 452 1461 451.6 1559 GR 452 1681 456 1754 470 1875 14820 ADDED 9-12-00 NH 3 .07 1185 .05 1204 .07 2049 X1 14820 17 1157 1228 348 305 325 X3 1140.33 470 2012 470 GR 462.9 1023 462.9 1114 454.5 1149 454 1157 448 1178 GR 442 1185 440.8 1187 440.8 1202 442 1204 454 1228 GR 454 1368 452 1401 452 1596 454 1728 456 1855 GR 458 2000 460 2049 1 30NOV12 11:36:31 PAGE 7 7 186P5FP.DAT 11/30/2012 NC .020 .05 .050 X1 15113 11 1044 1178 242 466 293 X3 1300 470 GR 465.5 1000 465 1044 440 1104 440 1164 456 1178 GR 456 1260 456.1 1283 456 1321 455.7 1426 463.4 1455 GR 463.4 1476 ***************************************************************************** Update Beltline Road Bridge based new expanded bridge construction plan by HA Remove the Section 15350, 15440 (old downstream bridge section), 15470 (old u stream bridge section) and 15520 replaced with new Section 15160 (downstream new bridge section) and 15310 (upstream of new bridge section) . The reach len are adjusted accordingly. New Downstream Beltline Road Bridge Section 15160 Reduce the 'n' value from 0.05-0.07 to 0.035 to reflect the new bridge sectio NC .035 .035 .035 0.3 0.5 ET 8.1 426 580.1 X1 15160 6 426 580.1 30 75 57 X3 10 468.6 467.8 GR 468.6 426 461.87 426 440 472.3 440 533.8 461.87 580.1 GR 467.8 580.1 ET 8.11 426 580.1 SB 1.05 1.56 3.0 61.8 5 2251 2 440 440 Repeat Upstream Bridge Section from its downstream section X1 15310 150 150 150 X2 1 461.87 467.8 X3 10 468.6 467.8 BT 2 426 468.6 461.87 580.1 467.8 461.87 ***************************************************************************** End of Beltline Bridge Update (Reach Length adjusted at this section) and "n" value back to original NC .07 .07 .05 0.3 0.5 ET 8.11 1335.5 1435.5 X1 15600 28 1321 1450 40 90 90 X3 10 459.4 459.4 GR 462.7 1000 462.6 1100 462.6 1200 462.8 1300 462.7 1321 GR 455.0 1321 448.4 1333 448.4 1334 442.4 1349 442.4 1350 GR 442.3 1378 442.3 1379 441.6 1392 445.5 1400 446.0 1410 GR 446.0 1411 449.0 1423 449.0 1424 452.6 1437 452.6 1438 8 186P5FP.DAT 11/30/2012 GR 456.4 1450 461.7 1450 462.9 1500 463.4 1600 463.8 1700 GR 464.2 1800 464.8 1900 465.4 2000 1 30NOV12 11:36:31 PAGE 8 ET 8.11 1335.5 1435.5 SB 1.05 2.475 2.5 66.2 6 1589.35 1.85 442.4 442.4 X1 15610 10 10 10 X2 1 459.4 461.7 X3 10 459.4 459.4 BT 2 1321 462.7 459.4 1450 461.7 459.4 ET 8.1 1112.5 1212.5 NC .070 .070 .050 0.1 0.3 X1 15630 24 1115 1210 30 10 20 GR 470 1000 468 1020 466 1026 464 1038 462 1045 GR 460 1052 458 1060 456 1068 454 1100 452 1105 GR 450 1115 442 1130 441.8 1132 441.7 1158 442 1160 GR 450 1210 452 1220 454 1230 456 1240 460 1250 GR 461.76 1260 462 1470 464 1770 466 1970 NC .1 .3 ET 8.1 1101 1201 X1 15640 24 1102 1200 10 10 10 GR 470 1000 468 1015 466 1025 464 1035 462 1042 GR 460 1052 458 1060 456 1070 454 1085 452 1092 GR 450 1102 442 1126 441.8 1128 441.7 1154 442 1156 GR 450 1200 452 1215 454 1225 456 1235 460 1245 GR 461.76 1255 462 1465 464 1765 466 1965 ET 8.1 1101 1201 Xl 15650 0 0 0 10 10 10 0 ET 8.1 1072.0 1187.0 X1 15660 24 1089 1170 10 10 10 GR 470 1000 468 1010 466 1020 464 1030 462 1040 GR 460 1050 458 1058 456 1065 454 1075 452 1082 GR 450 1089 442 1105 441.8 1107 441.7 1133 442 1135 GR 450 1170 452 1190 454 1200 456 1210 460 1225 GR 461.76 1235 462 1445 464 1745 466 1945 NC .07 .07 .05 .1 .3 ET 8.1 1052 1240 X1 15680 24 1052 1240 20 15 20 GR 470 1000 468 1012 466 1023 464 1038 462 1045 GR 460 1052 458 1060 456 1068 454 1075 452 1082 GR 450 1088 442 1102 441.83 1104 441.73 1130 442 1132 GR 450 1160 452 1185 454 1220 456 1230 460 1240 GR 461.76 1250 462 1460 464 1750 466 1950 9 186P5FP.DAT 11/30/2012 ET 8.1 1099 1470 X1 15730 20 1099 1307 50 30 50 GR 470 1000 468 1055 466 1070 464 1080 462 1088 GR 460 1099 450 1130 442 1142 441.85 1144 441.75 1170 GR 442 1172 450 1192 452 1210 454 1287 456 1297 GR 460 1307 461.76 1317 462 1527 464 1817 466 2017 1 30NOV12 11:36:31 PAGE 9 NC .07 .07 .05 .1 .3 QT 6 6900 9700 11000 14200 16300 11000 ET 8.1 1390 2028 X1 16480 27 1634 1722 830 650 750 GR 485.5 1000 480.4 1100 473.9 1200 470.0 1300 470.0 1390 GR 459.5 1390 458.7 1400 456.3 1500 454.9 1600 457.1 1634 GR 445.0 1665 442.7 1683 443.8 1700 457.2 1722 455.9 1800 GR 455.6 1900 455.6 2000 456.1 2100 455.3 2116 465.4 2146 GR 470.0 2146 470.0 2151 470.0 2170 470.0 2200 470.0 2261 GR 470.0 2300 470.0 2322 QT 6 7500 10500 11800 15100 16000 11800 ET 8.1 1255 1870 X1 17600 15 1535 1610 1160 1000 1120 GR 480.0 950 470.0 980 470.0 1140 460.0 1140 459.0 1410 GR 458.7 1520 457.5 1535 445.8 1561 445.0 1572 446.0 1590 GR 459.5 1610 459.6 1710 460.8 1820 461.5 1870 471.4 1900 ET 8.1 1305 1672 X1 17980 22 1400 1590 600 260 380 GR 470 1000 470 1030 470 1070 470 1090 464.67 1090 GR 464 1100 462 1138 460 1165 458 1205 458 1400 GR 456 1495 454 1505 452 1522 450 1530 446.1 1550 GR 450 1570 458 1590 460 1730 462 1745 468 1765 GR 469.2 1770 470 2100 ET 8.1 1321 1649 Xl 18150 19 1480 1550 160 180 170 GR 470 1000 470 1030 470 1045 470 1050 465.71 1050 GR 464 1080 462 1120 460 1145 458 1220 458 1255 GR 458 1480 450 1495 446.6 1510 450 1530 460 1550 GR 460 1595 460 1660 469.7 1685 470 1810 ET 8.1 1340 1650 X1 18210 18 1490 1545 60 65 60 GR 470 1000 470 1030 470 1045 470 1050 465.71 1050 GR 464 1085 462 1130 460 1150 458 1240 458 1490 GR 450 1510 446.8 1525 450 1535 460 1545 460 1605 GR 460 1650 469.85 1680 470 1730 10 186P5FP.DAT 11/30/2012 ET 8.1 1290 1625 X1 18240 16 1480 1553 30 30 30 GR 470 1000 470 1035 470 1042 467.07 1042 466 1050 GR 464 1090 462 1140 460 1155 460 1480 450 1520 GR 446.9 1530 450 1540 460 1553 460 1610 469.9 1680 GR 470 1700 ET 8.1 1340 1740 X1 18320 16 1510 1580 80 80 80 GR 470 1000 470 1040 470 1052 467.09 1052 466 1062 GR 464 1105 462 1150 460 1195 460 1450 460 1510 GR 450 1535 447.1 1542 450 1560 460 1580 460 1670 GR 470 1690 1 30NOV12 11:36:31 PAGE 10 ET 8.1 1245 1735 X1 18450 19 1465 1530 120 160 130 GR 470 1000 470 1055 470 1065 467.20 1065 466 1080 GR 464 1130 462 1170 460 1240 460 1385 460 1465 GR 450 1480 447.5 1490 450 1510 460 1530 462 1675 GR 464 1700 466 1730 468 1770 470 1780 ET 8.1 4800 5150 X1 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 4983 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 NC .028 .3 .5 ET 8.11 1390 1795.0 X1 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 GR 473.5 1807 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1400 1790.0 X1 18515 38 1513 1680.7 1 1 1 11 186P5FP.DAT 11/30/2012 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 473.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 1 30NOV12 11:36:31 PAGE 11 ET 8.11 1410 1780.0 X1 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1470 1720 X1 18566 33 1540.15 1651.3 1 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 NC .05 ET 8.1 1290 1555 X1 18600 19 1350 1500 34 34 34 12 186P5FP.DAT 11/30/2012 GE 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 8.1 1275 1565 X1 18615 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 8.1 1690 1980 X1 18650 32 1805 1868 35 35 35 .7 GR 482.6 1100 478.3 1200 469.2 1300 465.2 1372 463.3 1376 GR 467.3 1384 466.8 1400 466.5 1416 463.4 1434 463.6 1500 GR 462.3 1600 461.6 1700 462.4 1805 447.5 1830 446.8 1841 GR 448.1 1853 462.0 1868 462.3 1900 463.1 2000 467.3 2100 GR 472.3 2133 473.2 2134 472.7 2140 470.7 2157 475.6 2185 GR 476.4 2200 477.0 2250 478.2 2263 478.6 2284 477.7 2300 GR 476.2 2321 478.3 2349 1 30NOV12 11:36:31 PAGE 12 QT 6 7500 10500 11800 15100 16500 11800 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 335 650 X1 0.1 20. 465. 560. 330. 275. 510. GR 478. 0. 476. 10. 474. 25. 472. 35. 470. 65. GR 468. 80. 466. 100. 464. 120. 464. 465. 460. 480. GR 450. 500. 449. 510. 449. 520. 450. 530. 460. 550. GR 462. 560. 464. 625. 466. 655. 470. 695. 471. 715. ET 8.1 172.5 530 X1 0.2 20. 310. 385. 290. 265. 390. GR 478. 0. 476. 35. 474. 50. 472. 80. 470. 105. GR 468. 145. 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. GR 468. 760. 470. 780. 472. 785. 474. 802. 475. 810. ET 8.1 158.5 528.5 X1 0.3 16. 315. 372. 410. 280. 450. GR 476. 0. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 X1 20540 19 1497 1590 370 350 540 13 186P5FP.DAT 11/30/2012 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 7500 10500 11800 15100 16100 11800 ET 8.1 225 575 X1 0.5 19. 450. 582. 315. 415. 435. GR 484. 0. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 196. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. ET 8.1 205 455 X1 0.6 12.0 370. 455. 380. 360. 390. GR 480. 0. 474. 60. 472. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 X1 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 1 30NOV12 11:36:31 PAGE 13 NC .080 .080 .045 QT 6 7500 10500 11800 15100 16000 11800 ET 8.1 32 212 X1 1.0 19. 76. 146. 510. 500. 530. GR 480. 0. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 284. 476. 322. GR 478. 350. 480. 385. 482. 400. 484. 445. QT 6 7500 10500 11800 15100 16000 11800 ET 8.1 1260 1460 X1 22600 16 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.6 1500 479.3 1600 485.1 1700 490.2 1800 497.3 1900 GR 502.2 2000 ET 8.1 66 246 X1 2.0 21. 108. 173. 510. 540. 570. GR 487. 0. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. 14 186P5FP.DAT 11/30/2012 GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. GR 474. 188. 476. 225. 478. 295. 480. 336. 490. 523. GR 500. 790. ET 8.1 1041 1391 X1 23900 12 1215 1385 750 590 730 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 ET 8.1 79 299 Xl 3.0 19.0 146. 271. 310. 450. 465. GR 489. 0. 488. 4. 486. 14. 484. 42. 482. 62. GR 480. 120. 475. 146. 470. 172. 464.3 181. 464.3 196. GR 470. 215. 475. 271. 480. 326. 482. 347. 484. 370. GR 486. 391. 488. 418. 490. 462. 492. 490. NC 0.080 0.080 0.050 ET 8.1 114 314 X1 4.0 19. 190. 315. 350. 540. 560. GR 491. 0. 490. 32. 488. 48. 486. 75. 484. 125. GR 482. 168. 480. 190. 470. 218. 465.7 228. 465.7 240. GR 470. 255. 480. 315. 482. 325. 484. 450. 486. 525. GR 488. 550. 490. 586. 492. 635. 494. 665. QT 6 7500 10500 11800 15100 15500 11800 ET 8.1 65 275 X1 5.0 18. 98. 208. 130. 160. 145. GR 491. 0. 490. 25. 488. 40. 486. 52. 484. 78. GR 482. 82. 480. 98. 470. 113. 468. 133. 465.9 148. GR 465.9 158. 470. 172. 480. 208. 482. 300. 484. 355. GR 486. 410. 488. 475. 490. 535. 1 30NOV12 11:36:31 PAGE 14 ET 8.1 1170 1400 X1 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 1312 470 1340 GR 466.4 1355 466.4 1365 470 1375 480 1390 484 1410 GR 486 1440 488 1490 490 1530 492 1580 494 1620 ET 8.1 100 280 X1 6.0 15. 184. 263. 50. 95. 90. GR 491. 0. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 184. 470. 205. 466.8 215. 466.8 225. 470. 245. GR 476. 263. 480. 275. 486. 325. 488. 375. 490. 430. NC 0.080 0.080 0.045 15 186P5FP.DAT 11/30/2012 ET 8.1 1537 1627 X1 25085 16 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GR 480.7 1537 472 1560 467.3 1564 467.1 1572 467.2 1585 GR 478.4 1593 482.5 1627 482.4 1641 486 1750 488 1780 GR 490 1840 ET 8.1 1534 1623 X1 25135 18 1534 1623 40 60 50 GR 492 1325 490 1417 488 1427 486 1437 484 1445 GR 481.8 1500 481.4 1534 473.5 1556 467.1 1559 467 1570 GR 467.1 1584 478.5 1593 478.4 1608 484.2 1623 485.1 1643 GR 486 1765 488 1805 490 1845 ET 8.1 1085. 1259. X1 25185 21 1120 1164.2 45 40 50 GR 494 910 492 1000 490 1010 488 1030 486 1038 GR 484 1050 482 1070 480 1080 478 1120 467.7 1135.8 GR 467.6 1140 467.7 1152.7 480.4 1164.2 480.4 1172 478.2 1190 GR 480 1230 486 1350 488 1390 490 1440 492 1520 GR 494 1580 ET 8.1 1079.3 1234.75 X1 25235 20 1079.3 1155 50 40 50 GR 494 920 492 1000 490 1010 488 1020 486 1030 GR 484 1040 482 1060 480.5 1079.3 477.9 1082.3 467.9 1094.4 GR 467.9 1106.3 468 1114.5 476.5 1134.8 478.9 1155 480 1195 GR 486 1345 488 1410 490 1455 492 1535 494 1595 ET 8.1 969.6 1169.6 X1 25285 17 1046.3 1092.9 50 30 50 GR 494 920 492 1000 490 1010 488 1035 486 1040 GR 484 1043.3 482.2 1046.3 468.2 1061.7 467.4 1069.3 467.9 1080.7 GR 480.9 1092.9 480.9 1110 486 1330 488 1400 490 1450 GR 492 1530 494 1590 1 30NOV12 11:36:31 PAGE 15 ET 8.1 983.5 1183.5 X1 25335 17 1017 1150 70 20 50 GR 494 910 491.8 1000 483.6 1017 482.1 1023.4 474.6 1035.5 GR 474.4 1046.3 467.8 1055.2 467.9 1070 467.3 1079.6 468.5 1086.8 GR 479.9 1094.7 482.1 1150 486 1330 488 1400 490 1450 GR 492 1530 494 1590 ET 8.1 983. 1204. X1 25385 17 1019.5 1168.3 55 45 50 GR 494 880 491.3 1000 479.9 1019.5 477.2 1096.7 470.9 1115.1 GR 468.4 1118 467.9 1121.7 468.7 1129.3 468.7 1129.8 468.8 1133.5 16 186P5FP.DAT 11/30/2012 GR 479.1 1138.5 482.3 1168.3 486 1373 488 1463 490 1510 GR 492 1590 494 1650 NC .3 .5 ET 8.11 1317. 1549. X1 25470 35 1352 1472 100 50 85 X3 10 485 485 GR 494 910 492.6 1000 492.45 1007 491.8 1032 490 1060 GR 489.9 1092 489.1 1142 489 1145 487.57 1225 487.2 1242 GR 485.8 1293 482.6 1343 482.3 1352 475.5 1378 474.8 1383 GR 469 1391 469.7 1410 468 1416 468.8 1426 469.5 1430 GR 475.3 1437 476.1 1442 481.6 1472 484.6 1482 485.9 1544 GR 486.1 1553 486.6 1580 486.7 1593 486.8 1608 486.7 1628 GR 487.1 1644 488 1734 490 1774 492 1825 494 1955 ET 8.11 1317. 1549. SB 1.05 2.206 2.5 57.5 6 1175.25 2.232 471.1 471 X1 25500 24 1320 1440 30 30 30 X2 1 485 486.9 X3 10 485 485 BT -43 910 494 0 1000 492.56 0 1006 492.47 0 BT 1024 492.05 0 1032 491.86 0 1041 491.71 0 BT 1059 491.34 0 1091 490.64 0 1142 489.57 0 BT 1145 489.57 0 1181 488.77 0 1192 488.66 0 BT 1194 488.5 0 1205 488.39 0 1214 488.25 0 ST 1225 488.1 0 1242 487.92 0 1272 487.6 0 ST 1293 487.42 0 1320 487.09 485 1342 487.20 485 BT 1354 487.04 485 1364 487.01 485 1378 486.98 485 BT 1383 486.95 485 1391 486.94 485 1402 486.92 485 ST 1416 486.97 485 1428 486.87 485 1440 486.89 485 BT 1478 486.89 0 1482 486.88 0 1493 486.89 0 BT 1543 486.98 0 1553 487.01 0 1579 487.1 0 BT 1593 487.28 0 1608 487.48 0 1628 487.97 0 ST 1644 488.39 0 1700 490 0 1770 492 0 BT 1955 494 0 GR 494 910 492.4 1000 490.7 1042 489.5 1092 488.7 1142 GR 487.7 1190 487 1242 486.3 1292 482.44 1320 472.64 1355 GR 469.2 1363 468.7 1390 471.5 1402 469.64 1415 482.15 1440 GR 486.3 1478 485.6 1493 485.9 1543 486.8 1593 487.3 1644 GR 488 1725 490 1805 492 1825 494 1955 1 30NOV12 11:36:31 PAGE 16 ET 8.1 1232.5 1462.5 X1 25585 20 1300 1395 20 100 85 GR 494 930 492 1000 490 1040 488 1140 486 1210 GR 484 1250 482 1290 480 1300 470 1340 468.9 1350 GR 469 1356 469 1363 475.6 1373 479.3 1395 484.4 1413 GR 489.2 1438 489.9 1453 490 1623 492 1690 494 1715 17 186P5FP.DAT 11/30/2012 NC .1 .3 ET 8.1 1225.5 1445.5 X1 25635 20 1301 1370 20 40 50 GR 494 930 492 1000 490 1150 488 1180 486 1240 GR 484 1270 482 1290 480.4 1301 468.8 1312 469.5 1325 GR 470 1331 474.3 1336 476.3 1345 479.8 1359 480.3 1370 GR 487 1395 488 1555 490 1605 492 1660 494 1695 ET 8.1 1195.5 1415.5 X1 25685 22 1245 1366 55 40 50 GR 494 930 492 1000 490 1160 488 1180 486 1220 GR 484 1240 483.4 1245 482.8 1268 478.8 1288 474.4 1302 GR 469.1 1307 469.4 1315 469.1 1325 475.2 1334 477 1343 GR 484.1 1366 486.2 1375 487.4 1395 488 1545 490 1595 GR 492 1650 494 1685 ET 8.1 1227. 1452. X1 25725 24 1285 1383 40 30 40 GR 494 930 492 1000 490 1160 488 1180 486 1210 GR 484.2 1235 480.2 1251 480.2 1261 482.1 1281 482.3 1285 GR 475.4 1301 468.5 1304 468.8 1313 468.9 1324 474 1328 GR 475.5 1339 477.8 1364 486 1383 487.4 1398 488 1540 GR 489 1575 490 1595 492 1650 494 1690 ET 8.1 1225. 1494. X1 25785 29 1266 1345 25 65 60 GR 494 930 492 1000 490 1160 488 1175 486 1205 GR 484.4 1230 480 1239 479.4 1247 481 1256 481.6 1266 GR 477.8 1285 469.1 1297 469.1 1319 469.2 1327 480.5 1345 GR 480.4 1355 477.2 1367 477.1 1387 480 1401 480 1481 GR 486 1496 487 1506 488 1545 489 1580 490 1600 GR 491 1620 492 1640 493 1660 494 1670 QT 6 7600 10600 11900 15100 14500 11900 ET 8.1 1129. 1479. X1 25820 17 1245 1291 55 72 63 GR 490.4 1000 484 1165 483.8 1182 480 1245 470 1255 GR 469.3 1258 468.4 1275 481 1291 481 1376 480 1419 GR 480 1464 486 1485 487 1500 488 1525 489 1555 GR 490 1570 491 1585 1 30NOV12 11:36:31 PAGE 17 ET 8.1 1039. 1286. X1 26170 17 1045 1090 450 230 350 GR 491.8 1000 480 1045 470.2 1065 470.2 1080 485 1090 GR 484 1120 483 1160 482 1185 481 1200 481 1225 GR 482 1240 483 1255 488 1275 489 1385 490 1405 18 186P5FP.DAT 11/30/2012 GR 491 1430 492 1450 ET 8.1 1037. 1182. X1 26550 18 1040 1140 380 350 380 GR 493.5 1000 492.6 1010 485.6 1020 485 1040 480 1065 GR 471.1 1080 471.1 1095 475 1100 480 1115 483 1125 GR 486 1140 487 1150 488 1180 489 1215 490 1255 GR 491 1300 492 1345 493 1390 NC .07 .075 .045 ET 8.1 1733 1843 X1 26880 23 1750 1826 360 300 330 GR 508.1 1000 508.4 1100 508.1 1200 508.5 1300 508.8 1400 GR 508.6 1500 507.4 1508 507.2 1528 504.1 1600 501.8 1628 GR 493.5 1700 484.8 1750 473.0 1762 472.9 1777 479.0 1800 GR 486.7 1826 490.3 1900 491.6 2000 493.0 2100 494.7 2200 GR 497.2 2300 500.2 2400 504.1 2500 NC .065 .07 .045 QT 6 6700 9400 10500 13400 11300 10500 ET 8.1 1000.0 1125.5 Xl 27050 12 1023 1078 185 110 165 GR 493.3 1000 487 1023 473 1024 473 1045 480.3 1050 GR 486.9 1078 487.3 1104 487.6 1116 489.9 1164 491.7 1264 GR 493 1354 494.5 1464 ET 8.1 1585 2000 X1 27400 32 1926 1992 360 300 420 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 GR 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 GR 491.6 1713 492.2 1731 492.0 1746 493.3 1800 493.0 1900 GR 493.2 1926 476.6 1955 474.6 1960 473.9 1965 474.4 1970 GR 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 GR 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 GR 506.8 2600 508.4 2700 NC .3 .5 ET 8.1 1615 2078 X1 27540 32 1950 2078 140 140 140 X3 10 495 498.5 GR 509.7 1000 506.7 1100 503.0 1200 499.2 1300 496.1 1400 GR 494.0 1500 492.7 1600 492.7 1700 492.9 1731 493.9 1800 GR 496.0 1900 496.4 1918 496.8 1950 491.7 1950 486.1 1990 GR 484.3 1992 480.6 1994 477.8 2002 475.0 2020 475.4 2027 GR 480.9 2034 481.9 2036 498.2 2063 498.5 2078 499.4 2078 GR 500.2 2108 501.4 2200 502.8 2300 504.3 2400 505.7 2500 GR 506.8 2600 506.5 2700 1 30NOV12 11:36:31 PAGE 18 19 186P5FP.DAT 11/30/2012 ET 8.1 1610 2078 SB 1.05 2.342 2.5 17 4 1279.15 3 480.2 480 X1 27570 30 30 30 .2 X2 1 498.5 496.8 X3 10 495.2 498.7 BT 2 1950 496.8 495.0 2078 499.4 498.5 NC .065 .07 .045 .1 .3 ET 4.4 X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 GR 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 GR 491.6 1713 492.2 1731 492.0 1746 493.3 1800 493.0 1900 GR 493.2 1926 476.6 1955 474.6 1960 473.9 1965 474.4 1970 GR 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 GR 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 GR 506.8 2600 508.4 2700 NC .065 .065 .045 X1 30130 20 2180 2222 1600 2000 2510 -0.1 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GR 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 GR 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2400 GR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 NC .3 .5 ET 90.2 X1 30189 42 2138 2263 59 59 59 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 GR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 GR 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 2248 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 GR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 ET 90.21 Xl 30190 58 2138 2263 1 1 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 GR 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 2180 GR 510.4 2181 491.5 2181 487.2 2194 510.4 2194 510.4 2195 GR 487.2 2195 486.8 2207 510.4 2207 510.4 2208 486.8 2208 GR 487.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 GR 510.4 2234 510.4 2235 494.5 2235 500.2 2248 510.4 2248 20 186P5FP.DAT 11/30/2012 GR 510.4 2249 500.2 2249 507.2 2260 510.4 2263 513.4 2263 GR 513.7 2400 514.0 2500 514.4 2600 514.5 2700 514.7 2800 GR 515.1 2900 515.4 3000 515.6 3100 1 30NOV12 11:36:31 PAGE 19 ET 90.21 X1 30200 10 10 10 X2 1 ET 90.2 X1 30201 42 2138 2263 1 1 1 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 GR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 GR 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 2248 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 GR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 NC .1 .3 ET 8.1 2067 2222 X1 30250 20 2180 2222 49 49 49 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GR 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 GR 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2400 GR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 ET 8.1 1734 1920 X1 31310 19 1863 1920 750 500 1060 -0.4 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GR 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 X1 31480 33 1795 1915 170 170 170 BT 2 1795 509.1 506.1 1915 509.1 506.1 GR 517.3 1000 516.7 1100 515.3 1200 512.9 1300 510.3 1400 GR 508.5 1500 508.1 1600 508.4 1700 509.1 1795 504.5 1797 GR 495.2 1816 493.3 1826 506.1 1826 506.1 1829 493.3 1829 GR 488.7 1845 488.0 1849 491.1 1884 506.1 1884 506.1 1887 GR 491.1 1887 494.6 1889 505.6 1913 505.9 1915 509.1 1915 GR 511.1 2000 513.1 2100 514.9 2200 516.1 2300 516.6 2400 GR 517.1 2500 517.1 2600 516.8 2700 X1 31500 20 20 20 X2 1 21 186P5FP.DAT 11/30/2012 ET 8.1 1666 1920 X1 31550 19 1863 1920 50 50 50 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GR 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 1 30NOV12 11:36:31 PAGE 20 NC .065 .06 .045 .1 .3 ET 8.1 1586 1797 X1 34730 22 1586 1628 2000 2300 3180 GR 518.9 1000 519.2 1100 519.5 1200 519.3 1300 519.3 1400 GR 518.3 1500 517.7 1547 508.9 1586 500.2 1596 499.0 1606 GR 500.5 1608 507.9 1628 508.1 1700 510.3 1800 512.9 1900 GR 513.7 2000 515.8 2100 518.6 2200 521.0 2300 522.7 2400 GR 523.8 2500 525.2 2600 QT 6 7300 10000 11200 14200 11700 3850 ET 8.1 2206 2306. Xl 37100 25 2227 2238 1250 1650 2370 GR 521.6 1700 521.5 1730 521.4 1760 521.3 1800 521.9 1865 GR 522.2 1889 521.5 1900 519.3 2000 515.9 2100 510.4 2227 GR 506.9 2229 506.3 2236 508.7 2238 512.6 2300 517.9 2352 GR 519.1 2400 521.0 2500 522.0 2600 520.4 2700 520.2 2800 GR 521.5 2900 522.2 3000 523.4 3100 524.0 3200 523.9 3300 ET 150.4 X1 38200 13 2750 2775 1150 1000 1100 -0.2 GR 546.0 500 529.0 975 525.0 1425 523.0 2400 515.0 2580 GR 515 2750 511 2760 515 2775 515 2950 522 3050 GR 526 3650 530 4850 532 5500 ET 300.2 X1 38380 15 2740 2784 180 180 180 .4 X3 10 514.4 514.4 GR 559.4 548.5 300 531.5 1400 525.8 2630 515.0 2670 GR 514.0 2740 511.0 2752 511.0 2772 514.0 2784 515.0 2860 GR 524.7 2890 521.2 3800 521.2 4200 526.0 5400 534.3 5500 SB 1.05 1.2 2.5 105 4 3920 7.5 511.0 511. ET 8.11 2630 2890 X1 38420. 40. 40. 40. 0.1 X2 1. 528.7 532.8 X3 2630. 529.2 2890. 529.2 BT 6. 559.5 300. 556.5 1400. 539.5 BT 3800. 529.2 4200. 529.2 5500. 534.3 22 186P5FP.DAT 11/30/2012 NC 0.015 0.015 0.045 X1 38500. 80. 80. 80. 0.3 X3 2630. 529.2 2890. 529.2 X1 38580. 80. 80. 80. 0.4 X3 2630. 529.2 2890. 529.2 SB 1.05 1.2 2.5 105. 4. 3920. 7.5 512.2 512.2 X1 38620. 40. 40. 40. 0.1 X2 1. 528.7 532.8 X3 2630. 529.2 2890. 529.2 BT 6. 559.5 300. 556.5 1400. 539.5 BT 3800. 529.2 4200. 529.2 5500. 534.3 1 30NOV12 11:36:31 PAGE 21 X1 38670. 50. 50. 50. 0.1 X3 2630. 529.2 2890. 529.2 NC 0.065 0.060 0.045 ET 405.2 X1 39720. 23. 1713. 1726. 25. 750. 1050. GR 526.5 1000. 526.3 1100. 526.2 1200. 525.9 1300. 525.7 1400. GR 525.7 1500. 519.5 1600. 519.3 1700. 519. 1713. 517.1 1715. GR 517. 1723. 518.8 1726. 521.4 1800. 522.4 1900. 522.5 2000. GR 524.4 2100. 526. 2200. 526.4 2300. 526.7 2400. 526.9 2500. GR 527.3 2600. 528. 2700. 528.6 2800. QT 6. 5100. 7000. 7900. 9900. 6200. 7900. ET 600.2 Xl 41180. 16. 2536. 2552. 1300. 1600. 1460. GR 532. 430. 527.5 1000. 528.2 1740. 525. 2264. 523. 2420. GR 521.2 2536. 519.4 2542. 519.4 2546. 521.2 2552. 522. 2612. GR 525. 2754. 526. 2759. 528. 2781. 529. 2944. 530. 3096. GR 530. 3444. ET 510.2 X1 41950 29 1791 1810 770 770 770 0.1 GR 540.0 0 539.0 100 538.0 200 537.0 300 536.0 400 GR 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 1400 GR 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 1791 GR 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 GR 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2400 GR 530.6 2500 530.8 2600 540.0 3700 550.0 4400 ET 610.2 X1 42050 35 1788 1834 100 100 100 X3 10 527.1 527 GR 540.0 0 538.0 200 536.0 400 534.0 600 532.0 800 23 186P5FP.DAT 11/30/2012 GR 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 GR 529.8 1500 529.6 1600 529.7 1700 529.7 1763 527.1 1763 GR 523.5 1771 522.3 1788 521.0 1793 521.5 1819 522.1 1826 GR 523.0 1834 527.0 1842 529.8 1842 529.5 1900 529.3 2000 GR 529.9 2100 530.7 2200 531.1 2300 531.2 2400 531.5 2500 GR 531.8 2600 532.1 2700 532.5 2800 540.0 3800 550.0 4500 ET 570.2 SB 1.05 2.268 2.5 79 0 473.95 0 521.1 521.1 X1 42090 40 40 40 X2 1 527.1 529.7 X3 10 527.1 527 BT 2 1763 529.7 528.6 1842 529.8 528.6 ET 1010.2 X1 42170 28 1791 1810 80 80 80 GR 540 0 539.0 100 538.0 200 537.0 300 536.0 400 GR 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 1400 OR 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 1791 GR 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 1 30NOV12 11:36:31 PAGE 22 GR 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2500 GR 530.6 2500 530.8 2600 540.0 3800 ET 580.2 X1 44200 32 1740 1786 1800 1300 2030 GR 550.0 600 548.0 650 546.0 700 544.0 750 542.0 800 GR 535.9 1000 535.2 1100 534.3 1200 534.1 1300 533.8 1400 GR 533.2 1500 530.8 1600 528.8 1644 527.7 1700 526.8 1740 GR 524.9 1757 525.4 1768 531.9 1786 531.9 1800 532.2 1900 GR 532.3 2000 532.6 2100 532.5 2200 532.0 2300 532.2 2400 GR 531.8 2500 532.3 2600 532.5 2700 532.9 2800 533.3 2900 GR 533.5 3000 550.0 3500 QT 6 5100 7000 7900 9900 7500 7900 ET 630.2 X1 45820 26 2160 2187 1400 1000 1620 GR 541.7 1000 540.7 1100 539.6 1200 538.8 1300 538.6 1400 GR 538.2 1500 538.8 1548 538.7 1562 537.8 1600 537.7 1700 GR 538.2 1800 537.8 1900 538.2 2000 538.4 2000 533.4 2094 GR 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 GR 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 GR 540.0 2800 ET 500.2 X1 47450 26 2349 2369 1250 1350 1630 GR 545.7 1000 544.9 1100 544.3 1200 543.6 1300 542.8 1400 GR 542.5 1500 542.1 1600 541.7 1700 541.1 1800 541.0 1900 24 186P5FP.DAT 11/30/2012 GR 540.8 2000 541.2 2100 541.6 2166 541.6 2182 541.4 2200 GR 540.3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 GR 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 2700 GR 544.6 2800 ET 650.2 X1 47540 35 1511 1591 10 200 90 +.5 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GE 534.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 1591 GR 541.7 1591 541.4 1600 541.6 1700 541.4 1800 541.5 1900 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET 1110.2 X1 47640 37 1511 1591 100 100 100 X3 10 540.4 540.4 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GR 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 GR 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.6 1700 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 GR 544.0 2200 545.7 2300 1 30NOV12 11:36:31 PAGE 23 ET 1020.2 SB 1.05 2.705 2.5 66.5 4 416.7 1.125 534.4 534.4 X1 47670 30 30 30 X2 1 540.4 541.7 X3 10 540.4 540.4 BT 2 1511 541.8 540.4 1591 541.7 540.4 ET 875.2 X1 47720 35 1511 1591 50 50 50 .3 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GR 534.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 1591 GR 541.7 1591 541.4 1600 541.6 1700 541.4 1800 541.5 1900 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET 240.2 X1 48350 25 2130 2300 600 300 630 GR 549.5 1000 546.9 1100 546.8 1200 545.7 1300 544.9 1400 25 186PSFP.DAT 11/30/2012 GR 544.1 1500 544.5 1600 544.1 1700 544.2 1800 544.0 1900 GR 543.9 2000 544.2 2100 543.4 2130 537.9 2154 535.4 2200 GR 537.7 2257 539.1 2300 539.6 2400 539.6 2423 543.2 2451 GR 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 2900 1 30NOV12 11:36:31 PAGE 24 Ti COPPELL CITY-WIDE STORM WATER MANAGEMENT STUDY T2 CORRECTED EFFECTIVE CONDITIONS WITH FEMA EFFECTIVE 50 YEAR DISCHARGE Ma T3 GRAPEVINE CREEK -398PwFQ.dat (original name: 398propl.dat)- A.H. HALFF A J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 3 0 0 .0012 0 0 0 435.00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 -1 1 30NOV12 11:36:31 PAGE 25 T1 COPPELL CITY-WIDE STORM WATER MANAGEMENT STUDY T2 CORRECTED EFFECTIVE CONDITIONS WITH FEMA EFFECTIVE 100 YEAR DISCHARGE M T3 GRAPEVINE CREEK -398PwFQ.dat (original name: 398propl.dat)- A.H. HALFF A J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 .0012 0 0 0 435.00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3 -1 1 30NOV12 11:36:31 PAGE 26 Ti COPPELL CITY-WIDE STORM WATER MANAGEMENT STUDY T2 CORRECTED EFFECTIVE CONDITIONS WITH FEMA EFFECTIVE 500 YEAR DISCHARGE M T3 GRAPEVINE CREEK -398PwFQ.dat (original name: 398propl.dat)- A.H. HALFF A J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 5 0 0 .0012 0 0 0 435.00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 26 186P5FP.DAT 11/30/2012 1 30NOV12 11:36:31 PAGE 27 THIS RUN EXECUTED 30NOV12 11:36:31 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK POST-PRO SUMMARY PRINTOUT SECNO CWSEL VCH TOPWID SHEAR Q 7250.000 434.70 4.20 235.20 .45 5900.00 7250.000 436.27 4.84 244.22 .56 8600.00 7250.000 436.89 5.02 247.81 .59 9700.00 7250.000 438.36 5.52 256.30 .68 12700.00 7500.000 434.98 4.17 206.12 .42 5900.00 7500.000 436.55 4.92 221.70 .56 8600.00 7500.000 437.19 5.10 247.52 .61 9700.00 7500.000 438.67 5.56 264.80 .69 12700.00 8000.000 435.47 4.01 208.77 .39 5900.00 8000.000 437.15 4.67 247.49 .51 8600.00 8000.000 437.83 4.81 258.62 .54 9700.00 8000.000 439.31 5.28 266.90 .62 12700.00 8500.000 435.95 4.74 198.56 .56 5900.00 8500.000 437.70 5.35 212.55 .67 8600.00 8500.000 438.39 5.52 230.06 .71 9700.00 8500.000 439.88 5.96 259.90 .81 12700.00 9500.000 437.64 5.47 193.83 .78 5900.00 9500.000 439.40 5.86 235.65 .86 8600.00 9500.000 440.07 5.96 239.45 .86 9700.00 9500.000 441.55 6.39 247.79 .94 12700.00 10500.000 439.73 4.82 221.05 .60 5900.00 27 186P5FP.DAT 11/30/2012 10500.000 441.39 5.32 239.95 .69 8600.00 10500.000 441.96 5.53 243.21 .73 9700.00 10500.000 443.35 6.06 251.14 .83 12700.00 10850.000 440.30 4.70 206.10 .56 5900.00 10850.000 441.98 5.22 247.95 .67 8600.00 10850.000 442.55 5.42 254.39 .70 9700.00 10850.000 443.95 5.89 270.26 .80 12700.00 1 30NOV12 11:36:31 PAGE 28 SECNO CWSEL VCH TOPWID SHEAR Q 10935.000 440.44 4.65 216.54 .55 5900.00 10935.000 442.12 5.17 238.00 .65 8600.00 10935.000 442.68 5.39 238.00 .69 9700.00 10935.000 444.07 5.96 238.00 .81 12700.00 10936.000 440.43 4.83 210.81 .68 5900.00 10936.000 442.11 5.35 232.00 .81 8600.00 10936.000 442.67 5.58 232.00 .88 9700.00 10936.000 444.05 6.17 232.00 1.05 12700.00 11044.000 440.63 4.76 193.17 .65 5900.00 11044.000 442.30 5.48 206.07 .84 8600.00 11044.000 442.87 5.73 231.21 .92 9700.00 11044.000 444.25 6.30 232.00 1.10 12700.00 11045.000 440.67 4.57 200.97 .52 5900.00 11045.000 442.35 5.24 216.15 .64 8600.00 11045.000 442.93 5.50 237.58 .69 9700.00 11045.000 444.30 6.15 238.00 .82 12700.00 11070.000 440.70 4.67 200.46 .54 5900.00 11070.000 442.38 5.34 214.05 .67 8600.00 11070.000 442.96 5.59 218.71 .72 9700.00 11070.000 444.34 6.13 264.79 .87 12700.00 11275.000 441.09 4.55 205.22 .97 5900.00 11275.000 442.79 5.19 220.41 1.19 8600.00 11275.000 443.37 5.42 231.47 1.28 9700.00 11275.000 444.81 5.99 252.49 1.49 12700.00 11276.000 441.07 4.77 204.83 1.08 5900.00 11276.000 442.77 5.38 219.95 1.29 8600.00 11276.000 443.35 5.61 230.68 1.38 9700.00 11276.000 444.78 6.17 251.99 1.59 12700.00 11296.000 441.13 4.73 205.30 1.06 5900.00 28 186P5FP.DAT 11/30/2012 11296.000 442.83 5.34 220.43 1.27 8600.00 11296.000 443.42 5.57 232.00 1.36 9700.00 11296.000 444.85 6.13 252.41 1.56 12700.00 * 11297.000 440.53 8.86 200.83 4.64 5900.00 * 11297.000 442.44 8.07 215.91 3.38 8600.00 * 11297.000 443.05 8.10 221.57 3.30 9700.00 * 11297.000 444.52 8.30 249.25 3.22 12700.00 11299.000 440.70 8.41 202.20 4.13 5900.00 11299.000 442.47 8.05 216.01 3.36 8600.00 11299.000 443.07 8.08 221.88 3.28 9700.00 11299.000 444.53 8.29 249.31 3.22 12700.00 1 30NOV12 11:36:31 PAGE 29 SECNO CWSEL VCH TOPWID SHEAR Q * 11300.000 442.88 9.63 218.94 5.99 5900.00 * 11300.000 443.68 10.89 236.54 7.09 8600.00 * 11300.000 444.07 11.03 245.09 7.04 9700.00 * 11300.000 444.78 12.12 251.23 8.07 12700.00 * 11301.000 444.43 4.02 240.89 .52 5900.00 * 11301.000 445.59 4.90 259.09 .76 8600.00 * 11301.000 445.97 5.23 265.09 .86 9700.00 * 11301.000 447.02 5.94 274.69 1.07 12700.00 11313.000 444.45 4.01 241.21 .52 5900.00 11313.000 445.62 4.88 259.59 .75 8600.00 11313.000 446.00 5.20 265.64 .85 9700.00 11313.000 447.05 5.92 275.83 1.06 12700.00 * 11453.000 444.41 8.57 213.35 2.40 5900.00 * 11453.000 445.58 9.97 256.53 3.10 8600.00 * 11453.000 445.97 10.48 270.87 3.37 9700.00 * 11453.000 447.02 11.43 300.54 3.87 12700.00 11588.000 445.69 6.25 386.22 1.77 5900.00 * 11588.000 447.23 6.01 603.85 1.54 8600.00 * 11588.000 447.76 5.92 607.62 1.46 9700.00 * 11588.000 449.03 5.83 616.60 1.36 12700.00 * 12402.000 447.63 4.38 1128.78 .85 5900.00 * 12402.000 448.71 4.19 1238.05 .75 8600.00 * 12402.000 449.11 4.12 1246.68 .72 9700.00 * 12402.000 450.16 3.96 1274.24 .64 12700.00 * 12820.000 448.05 2.95 1166.79 .39 5900.00 29 186P5FP.DAT 11/30/2012 12820.000 449.04 3.09 1177.15 .41 8600.00 12820.000 449.41 3.14 1181.07 .42 9700.00 12820.000 450.40 3.21 1188.20 .42 12700.00 * 13339.000 449.09 8.36 1223.76 3.37 5900.00 * 13339.000 449.49 9.44 1296.13 4.22 8600.00 * 13339.000 449.88 8.52 1363.72 3.39 9700.00 * 13339.000 450.89 6.63 1481.82 1.98 12700.00 * 13620.000 450.82 4.77 1267.57 1.02 6900.00 * 13620.000 451.42 5.17 1271.70 1.17 9700.00 * 13620.000 451.55 5.58 1272.45 1.36 11000.00 13620.000 451.99 6.11 1272.45 1.60 14200.00 * 13829.000 451.17 8.08 690.32 3.01 6900.00 * 13829.000 451.80 8.83 831.98 3.64 9700.00 * 13829.000 452.01 9.24 896.34 4.00 11000.00 * 13829.000 452.53 9.75 910.61 4.36 14200.00 1 30NOV12 11:36:31 PAGE 30 SECNO CWSEL VCH TOPWID SHEAR Q * 14170.000 453.08 5.48 636.76 1.32 6900.00 * 14170.000 453.88 6.09 646.77 1.59 9700.00 * 14170.000 454.20 6.35 650.74 1.71 11000.00 * 14170.000 454.83 7.01 658.73 2.05 14200.00 * 14495.000 453.85 7.15 569.44 3.44 6900.00 14495.000 454.72 7.25 589.89 3.45 9700.00 14495.000 455.06 7.35 597.83 3.51 11000.00 14495.000 455.77 7.64 614.58 3.72 14200.00 14820.000 455.45 5.63 675.04 2.08 6900.00 14820.000 456.25 6.14 731.30 2.40 9700.00 14820.000 456.58 6.31 757.05 2.51 11000.00 14820.000 457.32 6.66 810.77 2.73 14200.00 * 15113.000 456.02 5.00 198.20 .86 6900.00 * 15113.000 456.90 6.46 236.57 1.42 9700.00 * 15113.000 457.26 7.07 237.42 1.68 11000.00 15113.000 458.01 8.45 239.23 2.37 14200.00 * 15160.000 456.16 4.46 129.89 .32 6900.00 * 15160.000 457.12 5.80 133.98 .54 9700.00 * 15160.000 457.50 6.38 135.58 .65 11000.00 * 15160.000 458.28 7.75 138.90 .95 14200.00 15310.000 456.18 4.45 130.01 .32 6900.00 30 186P5FP.DAT 11/30/2012 15310.000 457.16 5.78 134.16 .54 9700.00 15310.000 457.55 6.35 135.81 .64 11000.00 15310.000 458.38 7.70 139.31 .94 14200.00 * 15600.000 456.16 5.56 128.26 1.09 6900.00 * 15600.000 457.14 7.09 129.00 1.76 9700.00 * 15600.000 457.52 7.76 129.00 2.09 11000.00 * 15600.000 458.33 9.33 129.00 3.00 14200.00 15610.000 456.22 5.53 128.42 1.08 6900.00 15610.000 457.24 7.03 129.00 1.72 9700.00 15610.000 457.66 7.67 129.00 2.04 11000.00 15610.000 460.43 7.92 129.00 2.13 14200.00 15630.000 456.22 5.92 173.44 1.14 6900.00 15630.000 457.26 7.48 180.19 1.76 9700.00 15630.000 457.69 8.13 182.97 2.06 11000.00 15630.000 460.56 8.09 203.10 1.91 14200.00 15640.000 456.28 5.69 167.12 1.04 6900.00 15640.000 457.35 7.17 175.16 1.60 9700.00 15640.000 457.80 7.80 178.48 1.87 11000.00 15640.000 460.63 7.85 199.69 1.78 14200.00 1 30NOV12 11:36:31 PAGE 31 SECNO CWSEL VCH TOPWID SHEAR Q 15650.000 456.30 5.68 167.24 1.03 6900.00 15650.000 457.38 7.16 175.32 1.60 9700.00 15650.000 457.82 7.78 178.66 1.86 11000.00 15650.000 460.65 7.84 199.89 1.77 14200.00 15660.000 456.19 6.69 146.40 1.45 6900.00 15660.000 457.20 8.48 153.72 2.27 9700.00 15660.000 457.61 9.23 156.70 2.67 11000.00 15660.000 460.45 9.25 179.82 2.51 14200.00 15680.000 456.39 5.71 164.57 1.23 6900.00 15680.000 457.58 6.89 172.29 1.73 9700.00 15680.000 458.09 7.35 175.60 1.94 11000.00 15680.000 460.93 7.03 196.56 1.65 14200.00 15730.000 456.56 5.58 188.75 1.22 6900.00 15730.000 457.83 6.55 195.84 1.61 9700.00 15730.000 458.37 6.93 198.87 1.77 11000.00 15730.000 461.15 6.57 220.91 1.46 14200.00 16480.000 458.30 5.30 708.03 1.00 6900.00 31 186P5FP.DAT 11/30/2012 * 16480.000 459.73 5.29 739.15 .95 9700.00 * 16480.000 460.33 5.29 740.93 .93 11000.00 * 16480.000 462.58 4.59 747.62 .67 14200.00 17600.000 460.40 8.26 643.63 2.44 7500.00 * 17600.000 461.55 8.74 730.15 2.64 10500.00 * 17600.000 462.04 8.71 731.63 2.59 11800.00 * 17600.000 463.63 7.82 736.48 2.00 15100.00 * 17980.000 461.96 3.65 606.07 .48 7500.00 * 17980.000 463.07 4.15 630.74 .60 10500.00 * 17980.000 463.47 4.36 639.81 .65 11800.00 * 17980.000 464.64 4.66 663.35 .71 15100.00 18150.000 462.06 5.79 546.51 1.18 7500.00 18150.000 463.18 6.36 571.88 1.38 10500.00 18150.000 463.60 6.59 581.19 1.46 11800.00 18150.000 464.77 6.85 605.74 1.53 15100.00 18210.000 462.16 6.40 529.92 1.54 7500.00 18210.000 463.30 6.87 559.18 1.71 10500.00 18210.000 463.71 7.08 569.86 1.79 11800.00 18210.000 464.88 7.27 597.92 1.83 15100.00 * 18240.000 461.78 9.27 480.98 3.27 7500.00 * 18240.000 463.03 9.27 517.52 3.12 10500.00 * 18240.000 463.47 9.38 531.54 3.15 11800.00 18240.000 464.71 9.19 567.54 2.92 15100.00 1 30NOV12 11:36:31 PAGE 32 SECNO CWSEL VCH TOPWID SHEAR Q * 18320.000 462.66 7.14 540.13 1.84 7500.00 18320.000 463.69 7.76 565.51 2.10 10500.00 18320.000 464.10 7.94 575.63 2.17 11800.00 18320.000 465.20 8.15 601.16 2.22 15100.00 18450.000 463.01 7.28 537.52 1.89 7500.00 18450.000 464.06 7.94 572.23 2.18 10500.00 18450.000 464.46 8.17 588.20 2.29 11800.00 18450.000 465.54 8.39 631.45 2.35 15100.00 18500.000 462.79 8.90 436.59 2.91 7500.00 * 18500.000 463.68 10.31 518.13 3.78 10500.00 * 18500.000 464.09 10.59 558.07 3.93 11800.00 18500.000 465.27 10.46 619.28 3.70 15100.00 * 18514.000 463.39 6.90 143.71 .51 7500.00 32 186P5FP.DAT 11/30/2012 * 18514.000 464.00 8.95 147.50 .86 10500.00 * 18514.000 464.11 9.93 148.15 1.06 11800.00 18514.000 464.92 11.53 153.25 1.43 15100.00 18515.000 463.36 7.18 138.47 .69 7500.00 18515.000 463.95 9.33 142.16 1.18 10500.00 18515.000 464.04 10.36 142.74 1.46 11800.00 18515.000 464.83 12.07 147.63 2.02 15100.00 18565.000 463.49 6.98 138.63 .66 7500.00 18565.000 464.21 8.95 143.02 1.09 10500.00 18565.000 464.41 9.82 144.25 1.32 11800.00 18565.000 465.41 11.22 150.33 1.76 15100.00 18566.000 463.48 7.13 143.61 .56 7500.00 18566.000 464.17 9.27 147.81 .93 10500.00 18566.000 464.36 10.22 148.94 1.12 11800.00 18566.000 465.31 11.92 154.71 1.48 15100.00 18600.000 464.10 5.08 494.13 .96 7500.00 18600.000 465.47 5.48 537.40 1.06 10500.00 18600.000 466.02 5.59 553.10 1.08 11800.00 18600.000 467.75 5.47 597.16 .98 15100.00 18615.000 464..14 5.05 495.24 .95 7500.00 18615.000 465.50 5.45 538.24 1.05 10500.00 18615.000 466.05 5.56 553.85 1.07 11800.00 18615.000 467.77 5.45 597.80 .98 15100.00 * 18650.000 463.59 10.59 418.29 4.35 7500.00 * 18650.000 465.11 10.53 607.60 4.11 10500.00 * 18650.000 465.76 10.08 629.86 3.71 11800.00 18650.000 467.68 8.47 741.54 2.50 15100.00 1 30NOV12 11:36:31 PAGE 33 SECNO CWSEL VCH TOPWID SHEAR Q * .100 466.33 5.75 561.38 1.12 7500.00 * .100 467.39 6.67 582.92 1.46 10500.00 * .100 467.71 7.11 589.27 1.65 11800.00 .100 468.73 7.76 607.78 1.91 15100.00 * .200 466.93 9.09 545.25 3.25 7500.00 * .200 468.17 9.31 620.30 3.26 10500.00 * .200 468.58 9.52 632.34 3.37 11800.00 * .200 469.67 9.64 665.13 3.34 15100.00 * .300 469.03 6.65 541.83 1.64 7500.00 33 186P5FP.DAT 11/30/2012 * .300 470.07 7.54 572.84 2.05 10500.00 .300 470.47 7.87 577.33 2.21 11800.00 .300 471.39 8.58 587.78 2.56 15100.00 20540.000 469.90 5.22 438.12 .90 7500.00 20540.000 471.04 6.19 456.40 1.23 10500.00 20540.000 471.47 6.57 463.15 1.37 11800.00 20540.000 472.45 7.41 480.36 1.70 15100.00 .500 470.46 3.94 401.63 .52 7500.00 .500 471.73 4.72 444.79 .71 10500.00 .500 472.21 5.02 457.93 .79 11800.00 .500 473.30 5.69 478.74 .99 15100.00 * .600 470.25 9.69 324.96 3.48 7500.00 * .600 471.39 11.39 370.84 4.63 10500.00 * .600 471.87 11.85 389.96 4.94 11800.00 * .600 473.05 12.55 442.27 5.34 15100.00 21690.000 472.10 10.29 252.46 3.97 7500.00 21690.000 473.60 11.55 361.41 4.78 10500.00 21690.000 474.13 11.96 393.96 5.06 11800.00 21690.000 475.20 12.95 426.01 5.77 15100.00 * 1.000 474.71 7.93 279.06 1.77 7500.00 * 1.000 476.43 8.86 316.64 2.12 10500.00 * 1.000 477.01 9.25 325.64 2.28 11800.00 * 1.000 478.21 10.23 345.76 2.72 15100.00 * 22600.000 475.50 10.69 270.24 3.79 7500.00 22600.000 477.33 11.14 337.17 3.93 10500.00 22600.000 477.97 11.34 359.37 4.01 11800.00 22600.000 479.35 11.84 412.14 4.24 15100.00 * 2.000 477.99 8.24 216.73 1.91 7500.00 2.000 479.51 9.71 257.03 2.56 10500.00 2.000 480.04 10.27 271.16 2.83 11800.00 2.000 481.30 11.43 304.70 3.41 15100.00 1 30NOV12 11:36:31 PAGE 34 SECNO CWSEL VCH TOPWID SHEAR Q 23900.000 480.03 5.35 310.69 .85 7500.00 23900.000 481.84 5.85 359.15 .95 10500.00 * 23900.000 482.51 6.05 366.30 1.00 11800.00 * 23900.000 484.00 6.51 375.01 1.11 15100.00 3.000 480.69 5.50 233.21 .82 7500.00 34 186P5FP.DAT 11/30/2012 3.000 482.45 6.33 294.78 1.03 10500.00 3.000 483.10 6.64 308.73 1.12 11800.00 3.000 484.57 7.34 341.90 1.31 15100.00 * 4.000 481.54 6.75 149.65 1.62 7500.00 * 4.000 483.30 7.77 266.05 2.02 10500.00 * 4.000 483.95 8.12 320.72 2.17 11800.00 4.000 485.44 8.71 414.97 2.39 15100.00 5.000 482.01 6.17 218.42 1.29 7500.00 5.000 483.86 7.08 272.78 1.61 10500.00 5.000 484.53 7.40 298.57 1.73 11800.00 5.000 486.00 8.14 358.02 2.02 15100.00 24930.000 482.54 5.88 228.15 1.14 7500.00 24930.000 484.46 6.68 259.30 1.40 10500.00 24930.000 485.16 7.00 273.24 1.51 11800.00 24930.000 486.67 7.76 310.03 1.79 15100.00 6.000 482.42 7.48 210.50 1.81 7500.00 6.000 484.30 8.50 247.30 2.22 10500.00 6.000 484.98 8.87 256.42 2.38 11800.00 6.000 486.46 9.74 283.83 2.78 15100.00 * 25085.000 481.58 12.85 96.61 5.71 7500.00 * 25085.000 483.23 14.17 179.81 6.57 10500.00 * 25085.000 484.00 14.28 244.16 6.47 11800.00 * 25085.000 485.69 14.24 302.44 6.07 15100.00 * 25135.000 483.25 9.59 156.72 3.02 7500.00 * 25135.000 485.28 10.34 226.84 3.29 10500.00 * 25135.000 485.91 10.72 315.72 3.48 11800.00 25135.000 487.08 11.77 354.82 4.05 15100.00 25185.000 483.66 10.20 250.02 3.26 7500.00 25185.000 486.01 10.12 312.34 3.03 10500.00 25185.000 486.76 10.23 330.13 3.05 11800.00 25185.000 488.12 10.93 364.09 3.38 15100.00 25235.000 484.32 7.56 264.80 1.62 7500.00 25235.000 486.40 8.10 330.15 1.76 10500.00 25235.000 487.10 8.33 356.27 1.83 11800.00 25235.000 488.43 9.08 401.76 2.11 15100.00 1 30NOV12 11:36:31 PAGE 35 SECNO CWSEL VCH TOPWID SHEAR Q * 25285.000 483.05 13.88 158.30 6.57 7500.00 35 186P5FP.DAT 11/30/2012 * 25285.000 485.02 14.97 246.25 7.23 10500.00 * 25285.000 486.07 14.55 292.51 6.66 11800.00 * 25285.000 487.37 15.23 341.50 7.09 15100.00 * 25335.000 485.87 5.50 311.51 .90 7500.00 * 25335.000 487.97 5.88 390.92 .96 10500.00 * 25335.000 488.60 6.12 408.15 1.02 11800.00 * 25335.000 489.77 6.84 440.02 1.24 15100.00 25385.000 485.98 5.30 363.09 .83 7500.00 25385.000 488.11 5.48 460.20 .83 10500.00 25385.000 488.75 5.67 476.22 .87 11800.00 25385.000 489.97 6.24 506.99 1.02 15100.00 25470.000 486.08 5.27 270.35 .75 7500.00 25470.000 488.16 5.85 545.54 .87 10500.00 25470.000 488.80 6.09 593.49 .93 11800.00 25470.000 490.02 6.70 714.87 1.10 15100.00 25500.000 487.11 4.39 391.17 .49 7500.00 25500.000 489.03 5.01 644.65 .61 10500.00 25500.000 489.54 5.31 696.34 .68 11800.00 25500.000 490.53 6.04 761.31 .86 15100.00 25585.000 487.10 5.49 255.60 .76 7500.00 25585.000 488.99 6.35 346.58 .98 10500.00 25585.000 489.49 6.79 378.90 1.11 11800.00 25585.000 490.45 7.87 607.02 1.46 15100.00 * 25635.000 486.79 8.24 177.88 1.93 7500.00 * 25635.000 488.65 9.24 401.23 2.32 10500.00 * 25635.000 489.14 9.72 420.92 2.54 11800.00 * 25635.000 490.06 11.00 462.09 3.18 15100.00 25685.000 487.31 6.27 199.86 1.13 7500.00 25685.000 489.26 6.91 409.18 1.29 10500.00 25685.000 489.79 7.25 427.92 1.40 11800.00 25685.000 490.85 8.12 525.83 1.71 15100.00 25725.000 487.50 5.87 234.61 .99 7500.00 25725.000 489.45 6.56 418.49 1.18 10500.00 25725.000 489.99 6.92 434.73 1.29 11800.00 25725.000 491.08 7.78 550.97 1.60 15100.00 * 25785.000 487.86 4.30 362.54 .49 7500.00 * 25785.000 489.86 4.88 436.12 .60 10500.00 * 25785.000 490.43 5.18 482.87 .67 11800.00 * 25785.000 491.59 5.91 598.99 .85 15100.00 1 30NOV12 11:36:31 PAGE 36 36 186P5FP.DAT 11/30/2012 SECNO CWSEL VCH TOPWID SHEAR Q 25820.000 487.86 5.44 456.17 .85 7600.00 25820.000 489.89 5.73 555.26 .91 10600.00 25820.000 490.47 5.97 577.08 .97 11900.00 25820.000 491.67 6.51 585.00 1.14 15100.00 * 26170.000 488.01 7.77 261.92 1.88 7600.00 * 26170.000 490.01 8.21 398.45 2.01 10600.00 * 26170.000 490.59 8.52 415.25 2.14 11900.00 * 26170.000 491.80 9.25 446.03 2.46 15100.00 26550.000 488.76 7.34 190.94 1.54 7600.00 26550.000 490.60 8.28 269.08 1.86 10600.00 26550.000 491.16 8.72 295.33 2.03 11900.00 26550.000 492.35 9.70 350.18 2.43 15100.00 26880.000 489.44 8.62 158.98 2.12 7600.00 26880.000 491.24 9.89 259.69 2.66 10600.00 26880.000 491.83 10.38 307.05 2.89 11900.00 26880.000 493.10 11.32 403.58 3.34 15100.00 * 27050.000 489.76 10.48 148.19 4.11 6700.00 * 27050.000 491.72 11.22 259.45 4.46 9400.00 27050.000 492.42 11.29 310.33 4.43 10500.00 27050.000 494.03 11.19 429.53 4.20 13400.00 * 27400.000 492.12 7.67 374.54 1.75 6700.00 * 27400.000 494.08 7.42 591.55 1.61 9400.00 * 27400.000 494.68 7.36 598.64 1.56 10500.00 * 27400.000 495.98 7.37 629.16 1.52 13400.00 27540.000 492.48 7.36 103.53 1.70 6700.00 27540.000 494.17 8.65 106.33 2.27 9400.00 * 27540.000 494.67 9.21 107.14 2.56 10500.00 27540.000 496.08 8.38 612.28 2.08 13400.00 27570.000 492.63 7.41 103.44 1.72 6700.00 27570.000 494.38 8.64 106.34 2.27 9400.00 27570.000 494.91 9.17 107.22 2.54 10500.00 * 27570.000 499.48 4.64 780.06 .61 13400.00 27620.000 492.50 9.26 232.87 2.52 6700.00 27620.000 494.68 9.04 484.05 2.44 9400.00 27620.000 495.60 8.43 590.55 2.08 10500.00 27620.000 499.49 5.40 726.74 .79 13400.00 30130.000 500.67 8.09 155.06 2.19 6700.00 30130.000 502.03 9.41 233.73 2.93 9400.00 37 186P5FP.DAT 11/30/2012 30130.000 502.19 10.30 242.14 3.49 10500.00 * 30130.000 501.72 14.00 222.32 6.51 13400.00 1 30NOV12 11:36:31 PAGE 37 SECNO CWSEL VCH TOPWID SHEAR Q 30189.000 500.73 7.81 93.92 1.82 6700.00 30189.000 502.02 9.58 97.86 2.68 9400.00 30189.000 502.15 10.56 98.14 3.24 10500.00 30189.000 501.75 14.02 97.07 5.76 13400.00 * 30190.000 500.65 8.51 86.66 6.34 6700.00 * 30190.000 501.88 10.48 90.47 10.05 9400.00 * 30190.000 501.98 11.60 90.77 12.33 10500.00 * 30190.000 501.37 15.75 88.90 22.27 13400.00 30200.000 500.82 8.35 87.19 6.14 6700.00 30200.000 502.18 10.18 91.11 9.57 9400.00 30200.000 502.40 11.12 91.47 11.54 10500.00 30200.000 503.20 13.16 92.73 16.70 13400.00 * 30201.000 501.10 7.50 95.05 1.67 6700.00 * 30201.000 502.64 9.01 99.18 2.34 9400.00 * 30201.000 502.99 9.75 99.90 2.73 10500.00 * 30201.000 504.18 11.19 102.90 3.54 13400.00 30250.000 501.55 7.26 205.19 1.76 6700.00 30250.000 503.47 7.89 306.94 1.99 9400.00 30250.000 504.03 8.19 337.70 2.12 10500.00 * 30250.000 505.77 8.30 439.14 2.10 13400.00 31310.000 503.64 6.84 193.59 1.40 6700.00 31310.000 505.55 7.23 382.16 1.52 9400.00 31310.000 506.15 7.34 419.25 1.55 10500.00 31310.000 507.67 7.30 542.50 1.50 13400.00 31480.000 503.99 6.26 105.46 1.70 6700.00 31480.000 505.78 7.43 111.73 2.42 9400.00 * 31480.000 506.44 8.07 118.84 5.51 10500.00 * 31480.000 507.54 10.30 119.32 8.94 13400.00 31500.000 504.06 6.22 105.70 1.68 6700.00 31500.000 505.86 7.38 112.33 2.39 9400.00 31500.000 506.60 8.07 118.91 5.51 10500.00 31500.000 507.80 10.30 119.43 8.93 13400.00 31550.000 504.34 6.56 200.95 1.28 6700.00 31550.000 506.46 6.66 411.69 1.28 9400.00 38 186P5FP.DAT 11/30/2012 * 31550.000 507.48 6.31 513.88 1.13 10500.00 * 31550.000 509.45 5.85 606.31 .95 13400.00 * 34730.000 512.28 9.87 305.11 3.09 6700.00 * 34730.000 513.47 10.45 405.80 3.33 9400.00 * 34730.000 513.73 11.02 436.56 3.67 10500.00 * 34730.000 514.48 11.87 475.68 4.17 13400.00 1 30NOV12 11:36:31 PAGE 38 SECNO CWSEL VCH TOPWID SHEAR Q * 37100.000 519.16 7.16 398.62 1.80 7300.00 * 37100.000 520.26 7.76 539.59 2.05 10000.00 * 37100.000 520.72 7.90 709.90 2.10 11200.00 * 37100.000 521.63 8.21 1094.88 2.22 14200.00 * 38200.000 520.96 4.08 596.83 .51 7300.00 * 38200.000 522.12 4.48 683.66 .58 10000.00 * 38200.000 522.57 4.63 760.03 .61 11200.00 * 38200.000 523.47 5.00 1227.70 .69 14200.00 * 38380.000 520.92 7.93 227.56 1.79 7300.00 * 38380.000 522.06 8.89 872.49 2.16 10000.00 * 38380.000 522.54 8.87 1120.55 2.12 11200.00 * 38380.000 523.53 8.52 1630.09 1.89 14200.00 38420.000 520.95 8.04 227.06 1.84 7300.00 38420.000 522.09 9.17 234.79 2.30 10000.00 38420.000 522.57 9.58 238.02 2.47 11200.00 38420.000 523.54 10.66 244.67 2.97 14200.00 * 38500.000 521.02 2.97 225.46 .25 7300.00 * 38500.000 522.16 3.28 233.19 .30 10000.00 * 38500.000 522.63 3.39 236.40 .31 11200.00 * 38500.000 523.60 3.70 242.99 .36 14200.00 38580.000 521.00 3.26 222.61 .31 7300.00 38580.000 522.12 3.55 230.24 .35 10000.00 38580.000 522.59 3.65 233.43 .37 11200.00 38580.000 523.56 3.95 240.01 .42 14200.00 38620.000 521.04 3.30 222.22 .32 7300.00 38620.000 522.18 3.58 229.94 .36 10000.00 38620.000 522.65 3.67 233.17 .37 11200.00 38620.000 523.64 3.96 239.86 .42 14200.00 38670.000 521.06 3.36 221.72 .33 7300.00 38670.000 522.19 3.63 229.43 .37 10000.00 39 186P5FP.DAT 11/30/2012 38670.000 522.67 3.72 232.65 .38 11200.00 38670.000 523.65 4.01 239.35 .43 14200.00 * 39720.000 523.21 13.72 496.93 6.78 7300.00 * 39720.000 523.75 14.79 534.50 7.65 10000.00 * 39720.000 523.98 15.13 550.04 7.90 11200.00 * 39720.000 524.62 15.17 595.69 7.71 14200.00 * 41180.000 527.86 3.37 1406.61 .34 5100.00 * 41180.000 528.57 3.58 2009.11 .37 7000.00 * 41180.000 528.83 3.66 2084.78 .39 7900.00 * 41180.000 529.36 3.78 2234.47 .41 9900.00 1 30NOV12 11:36:31 PAGE 39 SECNO CWSEL VCH TOPWID SHEAR Q * 41950.000 528.71 7.73 370.07 1.83 5100.00 * 41950.000 529.42 8.63 634.57 2.21 7000.00 * 41950.000 529.69 8.94 1060.95 2.34 7900.00 * 41950.000 530.23 9.14 1341.32 2.39 9900.00 * 42050.000 527.92 14.26 79.00 6.34 5100.00 * 42050.000 530.87 9.53 1315.18 2.49 7000.00 * 42050.000 531.11 9.53 1415.18 2.47 7900.00 * 42050.000 531.41 10.29 1606.41 2.85 9900.00 * 42090.000 530.98 6.55 1359.04 1.17 5100.00 * 42090.000 534.59 1.97 2539.78 .10 7000.00 * 42090.000 535.40 1.76 2728.81 .07 7900.00 * 42090.000 537.09 1.47 3122.36 .05 9900.00 * 42170.000 531.43 2.78 1860.60 .21 5100.00 42170.000 534.61 1.43 2568.17 .05 7000.00 42170.000 535.42 1.34 2747.99 .04 7900.00 42170.000 537.09 1.20 3130.50 .03 9900.00 * 44200.000 532.60 7.64 1200.83 1.92 5100.00 * 44200.000 534.81 3.40 1896.06 .34 7000.00 * 44200.000 535.57 2.84 2015.52 .23 7900.00 * 44200.000 537.19 2.16 2154.12 .13 9900.00 45820.000 538.58 6.31 1158.59 1.26 5100.00 * 45820.000 537.99 11.52 799.93 4.35 7000.00 * 45820.000 538.30 11.29 1023.78 4.11 7900.00 * 45820.000 538.57 12.35 1151.75 4.84 9900.00 47450.000 542.42 6.58 1072.49 1.32 5100.00 * 47450.000 543.44 5.68 1374.10 .95 7000.00 40 186P5FP.DAT 11/30/2012 * 47450.000 543.63 5.91 1416.69 1.02 7900.00 * 47450.000 544.10 6.09 1529.10 1.07 9900.00 * 47540.000 542.18 8.49 1242.52 2.54 5100.00 47540.000 543.48 5.54 1907.44 1.02 7000.00 47540.000 543.69 5.56 1949.24 1.02 7900.00 47540.000 544.18 5.44 2041.48 .95 9900.00 * 47640.000 543.35 3.31 1977.90 .36 5100.00 * 47640.000 543.79 3.65 2063.58 .43 7000.00 * 47640.000 543.98 3.78 2102.23 .46 7900.00 * 47640.000 544.42 3.91 2174.65 .48 9900.00 * 47670.000 546.02 1.16 2250.00 .04 5100.00 * 47670.000 547.79 1.04 2250.00 .03 7000.00 * 47670.000 548.55 1.01 2250.00 .03 7900.00 * 47670.000 550.29 .95 2250.00 .02 9900.00 1 30NOV12 11:36:31 PAGE 40 SECNO CWSEL VCH TOPWID SHEAR Q 47720.000 546.02 1.27 2250.00 .05 5100.00 47720.000 547.79 1.10 2250.00 .03 7000.00 47720.000 548.55 1.07 2250.00 .03 7900.00 47720.000 550.29 .99 2250.00 .03 9900.00 * 48350.000 546.06 2.05 1454.14 .12 5100.00 * 48350.000 547.81 1.80 1835.08 .09 7000.00 * 48350.000 548.57 1.71 1864.25 .08 7900.00 * 48350.000 550.31 1.53 1900.00 .06 9900.00 1 30NOV12 11:36:31 PAGE 41 GRAPEVINE CREEK POST-PRO SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 7250.000 .00 .00 .00 423.52 5900.00 434.70 .00 434.98 12.00 4.20 1403.44 1703.05 7250.000 .00 .00 .00 423.52 8600.00 436.27 .00 436.63 12.22 4.84 1777.77 2460.22 7250.000 .00 .00 .00 423.52 9700.00 436.89 .00 437.28 12.04 5.02 1931.01 2795.13 7250.000 .00 .00 .00 423.52 12700.00 438.36 .00 438.83 12.05 5.52 2301.77 3658.91 7500.000 250.00 .00 .00 423.67 5900.00 434.98 .00 435.25 9.82 4.17 1415.16 1882.89 41 186P5FP.DAT 11/30/2012 7500.000 250.00 .00 .00 423.67 8600.00 436.55 .00 436.93 11.35 4.92 1749.22 2552.22 7500.000 250.00 .00 .00 423.67 9700.00 437.19 .00 437.59 12.66 5.10 1900.68 2725.83 7500.000 250.00 .00 .00 423.67 12700.00 438.67 .00 439.15 12.89 5.56 2283.74 3536.96 8000.000 500.00 .00 .00 424.02 5900.00 435.47 .00 435.72 8.77 4.01 1471.11 1991.94 8000.000 500.00 .00 .00 424.02 8600.00 437.15 .00 437.49 11.01 4.67 1843.31 2591.50 8000.000 500.00 .00 .00 424.02 9700.00 437.83 .00 438.19 11.00 4.81 2017.45 2924.91 8000.000 500.00 .00 .00 424.02 12700.00 439.31 .00 439.74 10.93 5.28 2407.24 3840.60 8500.000 500.00 .00 .00 425.06 5900.00 435.95 .00 436.30 14.36 4.74 1244.32 1556.92 8500.000 500.00 .00 .00 425.06 8600.00 437.70 .00 438.15 14.28 5.35 1606.46 2275.70 8500.000 500.00 .00 .00 425.06 9700.00 438.39 .00 438.86 14.99 5.52 1756.03 2505.24 8500.000 500.00 .00 .00 425.06 12700.00 439.88 .00 440.43 15.84 5.96 2131.55 3190.96 9500.000 1000.00 .00 .00 426.97 5900.00 437.64 .00 438.11 22.44 5.47 1078.68 1245.49 9500.000 1000.00 .00 .00 426.97 8600.00 439.40 .00 439.93 22.08 5.86 1468.51 1830.11 9500.000 1000.00 .00 .00 426.97 9700.00 440.07 .00 440.62 20.35 5.96 1628.47 2150.16 9500.000 1000.00 .00 .00 426.97 12700.00 441.55 .00 442.18 18.80 6.39 1988.48 2928.80 10500.000 1000.00 .00 .00 428.78 5900.00 439.73 .00 440.09 17.42 4.82 1225.12 1413.80 10500.000 1000.00 .00 .00 428.78 8600.00 441.39 .00 441.83 16.44 5.32 1615.61 2121.28 10500.000 1000.00 .00 .00 428.78 9700.00 441.96 .00 442.44 16.22 5.53 1753.54 2408.85 10500.000 1000.00 .00 .00 428.78 12700.00 443.35 .00 443.92 16.03 6.06 2096.24 3171.98 10850.000 350.00 .00 .00 429.40 5900.00 440.30 .00 440.64 14.62 4.70 1255.90 1542.90 10850.000 350.00 .00 .00 429.40 8600.00 441.98 .00 442.40 16.08 5.22 1646.75 2144.33 10850.000 350.00 .00 .00 429.40 9700.00 442.55 .00 443.00 16.05 5.42 1789.65 2421.26 10850.000 350.00 .00 .00 429.40 12700.00 443.95 .00 444.48 16.00 5.89 2157.86 3175.36 10935.000 85.00 .00 .00 429.60 5900.00 440.44 .00 440.77 15.02 4.65 1270.04 1522.44 10935.000 85.00 .00 .00 429.60 8600.00 442.12 .00 442.54 14.87 5.17 1663.58 2230.03 10935.000 85.00 .00 .00 429.60 9700.00 442.68 .00 443.14 14.67 5.39 1798.74 2532.21 10935.000 85.00 .00 .00 429.60 12700.00 444.07 .00 444.62 14.55 5.96 2129.31 3329.18 10936.000 1.00 455.00 447.60 429.60 5900.00 440.43 .00 440.79 19.33 4.83 1222.65 1342.08 10936.000 1.00 455.00 447.60 429.60 8600.00 442.11 .00 442.55 19.31 5.35 1607.66 1957.21 10936.000 1.00 455.00 447.60 429.60 9700.00 442.67 .00 443.15 19.25 5.58 1738.09 2210.65 10936.000 1.00 455.00 447.60 429.60 12700.00 444.05 .00 444.64 19.54 6.17 2058.50 2873.24 1 30NOV12 11:36:31 PAGE 42 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 11044.000 108.00 455.00 447.60 429.80 5900.00 440.63 .00 440.99 16.82 4.76 1238.33 1438.41 11044.000 108.00 455.00 447.60 429.80 8600.00 442.30 .00 442.77 18.16 5.48 1569.87 2017.83 11044.000 108.00 455.00 447.60 429.80 9700.00 442.87 .00 443.38 20.76 5.73 1692.00 2128.75 11044.000 108.00 455.00 447.60 429.80 12700.00 444.25 .00 444.87 20.78 6.30 2014.76 2785.78 11045.000 1.00 .00 .00 429.80 5900.00 440.67 .00 441.00 12.86 4.57 1292.15 1645.44 42 186P5FP.DAT 11/30/2012 11045.000 1.00 .00 .00 429.80 8600.00 442.35 .00 442.78 13.40 5.24 1641.58 2349.75 11045.000 1.00 .00 .00 429.80 9700.00 442.93 .00 443.40 13.38 5.50 1772.44 2651.50 11045.000 1.00 .00 .00 429.80 12700.00 444.30 .00 444.88 13.66 6.15 2098.12 3435.91 11070.000 25.00 .00 .00 429.80 5900.00 440.70 .00 441.04 13.84 4.67 1262.44 1585.68 11070.000 25.00 .00 .00 429.80 8600.00 442.38 .00 442.82 14.25 5.34 1611.41 2278.08 11070.000 25.00 .00 .00 429.80 9700.00 442.96 .00 443.44 14.56 5.59 1736.24 2542.41 11070.000 25.00 .00 .00 429.80 12700.00 444.34 .00 444.92 17.73 6.13 2072.29 3016.32 11275.000 205.00 .00 .00 430.31 5900.00 441.09 .00 441.41 24.70 4.55 1295.80 1187.08 11275.000 205.00 .00 .00 430.31 8600.00 442.79 .00 443.21 25.42 5.19 1657.98 1705.88 11275.000 205.00 .00 .00 430.31 9700.00 443.37 .00 443.83 25.67 5.42 1789.67 1914.40 11275.000 205.00 .00 .00 430.31 12700.00 444.81 .00 445.36 26.05 5.99 2140.17 2488.07 11276.000 1.00 .00 .00 433.00 5900.00 441.07 .00 441.42 28.61 4.77 1236.85 1103.10 11276.000 1.00 .00 .00 433.00 8600.00 442.77 .00 443.22 28.49 5.38 1598.25 1611.31 11276.000 1.00 .00 .00 433.00 9700.00 443.35 .00 443.84 28.55 5.61 1729.43 1815.36 11276.000 1.00 .00 .00 433.00 12700.00 444.78 .00 445.37 28.49 6.17 2078.86 2379.20 11296.000 20.00 .00 .00 433.00 5900.00 441.13 .00 441.48 27.87 4.73 1247.77 1117.63 11296.000 20.00 .00 .00 433.00 8600.00 442.83 .00 443.28 27.88 5.34 1610.10 1628.88 11296.000 20.00 .00 .00 433.00 9700.00 443.42 .00 443.90 27.93 5.57 1741.97 1835.35 11296.000 20.00 .00 .00 433.00 12700.00 444.85 .00 445.43 27.90 6.13 2093.90 2404.38 * 11297.000 1.00 .00 .00 435.00 5900.00 440.53 .00 441.75 224.18 8.86 666.27 394.05 * 11297.000 1.00 .00 .00 435.00 8600.00 442.44 .00 443.45 109.91 8.07 1065.07 820.33 * 11297.000 1.00 .00 .00 435.00 9700.00 443.05 .00 444.07 97.32 8.10 1197.52 983.24 * 11297.000 1.00 .00 .00 435.00 12700.00 444.52 .00 445.58 76.95 8.30 1546.34 1447.76 11299.000 2.00 .00 .00 435.00 5900.00 440.70 .00 441.80 190.68 8.41 701.33 427.26 11299.000 2.00 .00 .00 435.00 8600.00 442.47 .00 443.47 109.02 8.05 1067.85 823.64 11299.000 2.00 .00 .00 435.00 9700.00 443.07 .00 444.09 96.61 8.08 1200.31 986.88 11299.000 2.00 .00 .00 435.00 12700.00 444.53 .00 445.60 76.67 8.29 1548.21 1450.36 * 11300.000 1.00 .00 .00 435.00 5900.00 442.88 442.88 444.32 342.91 9.63 612.91 318.61 * 11300.000 1.00 .00 .00 435.00 8600.00 443.68 443.68 445.52 321.36 10.89 793.23 479.73 * 11300.000 1.00 .00 .00 435.00 9700.00 444.07 444.07 445.95 289.41 11.03 887.83 570.18 * 11300.000 1.00 .00 .00 435.00 12700.00 444.78 444.78 447.04 284.38 12.12 1064.51 753.11 * 11301.000 1.00 .00 .00 435.00 5900.00 444.43 .00 444.68 13.78 4.02 1466.63 1589.14 * 11301.000 1.00 .00 .00 435.00 8600.00 445.59 .00 445.96 17.97 4.90 1755.73 2028.51 * 11301.000 1.00 .00 .00 435.00 9700.00 445.97 .00 446.40 19.69 5.23 1855.63 2186.14 * 11301.000 1.00 .00 .00 435.00 12700.00 447.02 .00 447.56 21.69 5.94 2138.79 2726.87 1 30NOV12 11:36:31 PAGE 43 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 11313.000 12.00 .00 .00 435.00 5900.00 444.45 .00 444.70 13.66 4.01 1471.55 1596.41 43 186P5FP.DAT 11/30/2012 11313.000 12.00 .00 .00 435.00 8600.00 445.62 .00 445.98 17.75 4.88 1763.92 2041.33 11313.000 12.00 .00 .00 435.00 9700.00 446.00 .00 446.42 19.42 5.20 1865.08 2201.29 11313.000 12.00 .00 .00 435.00 12700.00 447.05 .00 447.59 21.39 5.92 2147.96 2746.06 * 11453.000 140.00 .00 .00 435.07 5900.00 444.41 .00 445.40 52.69 8.57 881.31 812.77 * 11453.000 140.00 .00 .00 435.07 8600.00 445.58 .00 446.83 58.49 9.97 1155.55 1124.53 * 11453.000 140.00 .00 .00 435.07 9700.00 445.97 .00 447.33 60.95 10.48 1257.70 1242.42 * 11453.000 140.00 .00 .00 435.07 12700.00 447.02 .00 448.56 62.46 11.43 1557.78 1606.91 11588.000 135.00 .00 .00 435.14 5900.00 445.69 .00 446.12 37.18 6.25 1314.91 967.62 * 11588.000 135.00 .00 .00 435.14 8600.00 447.23 .00 447.59 26.84 6.01 2174.55 1659.92 * 11588.000 135.00 .00 .00 435.14 9700.00 447.76 .00 448.10 24.14 5.92 2497.89 1974.09 * 11588.000 135.00 .00 .00 435.14 12700.00 449.03 .00 449.34 19.87 5.83 3276.55 2849.26 * 12402.000 815.00 .00 .00 435.72 5900.00 447.63 .00 447.78 14.77 4.38 2625.14 1535.29 * 12402.000 815.00 .00 .00 435.72 8600.00 448.71 .00 448.83 11.68 4.19 3934.06 2516.75 * 12402.000 815.00 .00 .00 435.72 9700.00 449.11 .00 449.22 10.73 4.12 4432.55 2961.66 * 12402.000 815.00 .00 .00 435.72 12700.00 450.16 .00 450.25 8.76 3.96 5742.78 4290.31 * 12820.000 430.00 .00 .00 436.00 5900.00 448.05 .00 448.11 7.39 2.95 3479.48 2169.66 12820.000 430.00 .00 .00 436.00 8600.00 449.04 .00 449.11 7.03 3.09 4642.51 3242.86 12820.000 430.00 .00 .00 436.00 9700.00 449.41 .00 449.48 6.85 3.14 5085.43 3705.45 12820.000 430.00 .00 .00 436.00 12700.00 450.40 .00 450.48 6.29 3.21 6255.54 5061.83 * 13339.000 519.00 .00 .00 437.15 5900.00 449.09 449.09 449.77 67.31 8.36 1472.65 719.13 * 13339.000 519.00 .00 .00 437.15 8600.00 449.49 449.49 450.23 80.36 9.44 1981.50 959.34 * 13339.000 519.00 .00 .00 437.15 9700.00 449.88 .00 450.41 61.76 8.52 2483.07 1234.25 * 13339.000 519.00 .00 .00 437.15 12700.00 450.89 .00 451.15 32.28 6.63 3979.36 2235.31 * 13620.000 381.00 .00 .00 438.00 6900.00 450.82 .00 451.02 19.14 4.77 2813.73 1577.10 * 13620.000 381.00 .00 .00 438.00 9700.00 451.42 .00 451.63 20.54 5.17 3574.78 2140.44 * 13620.000 381.00 .00 .00 438.00 11000.00 451.55 .00 451.78 23.52 5.58 3731.35 2267.94 13620.000 381.00 .00 .00 438.00 14200.00 451.99 .00 452.26 26.42 6.11 4299.11 2762.57 * 13829.000 209.00 .00 .00 438.50 6900.00 451.17 .00 451.84 69.18 8.08 1343.61 829.55 * 13829.000 209.00 .00 .00 438.50 9700.00 451.80 .00 452.52 77.03 8.83 1827.48 1105.22 * 13829.000 209.00 .00 .00 438.50 11000.00 452.01 .00 452.77 82.41 9.24 2003.19 1211.71 * 13829.000 209.00 .00 .00 438.50 14200.00 452.53 .00 453.31 84.13 9.75 2472.24 1548.18 * 14170.000 421.00 .00 .00 439.80 6900.00 453.08 .00 453.36 21.34 5.48 2136.66 1493.83 * 14170.000 421.00 .00 .00 439.80 9700.00 453.88 .00 454.20 23.79 6.09 2652.11 1988.56 * 14170.000 421.00 .00 .00 439.80 11000.00 454.20 .00 454.54 24.87 6.35 2858.68 2205.81 * 14170.000 421.00 .00 .00 439.80 14200.00 454.83 .00 455.24 28.11 7.01 3278.40 2678.09 * 14495.000 325.00 .00 .00 440.30 6900.00 453.85 .00 454.34 50.87 7.15 1500.53 967.41 14495.000 325.00 .00 .00 440.30 9700.00 454.72 .00 455.19 47.23 7.25 2000.09 1411.38 14495.000 325.00 .00 .00 440.30 11000.00 455.06 .00 455.54 46.66 7.35 2199.09 1610.36 14495.000 325.00 .00 .00 440.30 14200.00 455.77 .00 456.30 46.78 7.64 2627.14 2076.11 1 30NOV12 11:36:31 PAGE 44 44 186P5FP.DAT 11/30/2012 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 14820.000 325.00 .00 .00 440.80 6900.00 455.45 .00 455.75 38.09 5.63 1979.63 1118.02 14820.000 325.00 .00 .00 440.80 9700.00 456.25 .00 456.58 40.36 6.14 2540.45 1526.89 14820.000 325.00 .00 .00 440.80 11000.00 456.58 .00 456.92 40.66 6.31 2790.57 1725.08 14820.000 325.00 .00 .00 440.80 14200.00 457.32 .00 457.69 41.14 6.66 3371.37 2213.90 * 15113.000 293.00 .00 .00 440.00 6900.00 456.02 .00 456.41 11.23 5.00 1382.41 2059.32 * 15113.000 293.00 .00 .00 440.00 9700.00 456.90 .00 457.54 17.54 6.46 1589.45 2316.39 * 15113.000 293.00 .00 .00 440.00 11000.00 457.26 .00 458.02 20.44 7.07 1673.70 2432.95 15113.000 293.00 .00 .00 440.00 14200.00 458.01 .00 459.08 27.63 8.45 1853.54 2701.27 * 15160.000 57.00 .00 .00 440.00 6900.00 456.16 .00 456.47 4.37 4.46 1545.56 3298.91 * 15160.000 57.00 .00 .00 440.00 9700.00 457.12 .00 457.64 6.93 5.80 1673.01 3684.09 * 15160.000 57.00 .00 .00 440.00 11000.00 457.50 .00 458.13 8.20 6.38 1723.99 3841.11 * 15160.000 57.00 .00 .00 440.00 14200.00 458.28 .00 459.21 11.55 7.75 1831.67 4178.20 15310.000 150.00 467.80 461.87 440.00 6900.00 456.18 .00 456.49 4.35 4.45 1549.25 3309.91 15310.000 150.00 467.80 461.87 440.00 9700.00 457.16 .00 457.68 6.87 5.78 1678.80 3701.83 15310.000 150.00 467.80 461.87 440.00 11000.00 457.55 .00 458.18 8.10 6.35 1731.54 3864.54 15310.000 150.00 467.80 461.87 440.00 14200.00 458.38 .00 459.30 11.32 7.70 1844.99 4220.40 * 15600.000 90.00 .00 .00 441.60 6900.00 456.16 .00 456.64 18.07 5.56 1241.74 1623.34 * 15600.000 90.00 .00 .00 441.60 9700.00 457.14 .00 457.92 26.55 7.09 1367.18 1882.61 * 15600.000 90.00 .00 .00 441.60 11000.00 457.52 .00 458.46 30.53 7.76 1417.02 1990.90 * 15600.000 90.00 .00 .00 441.60 14200.00 458.33 .00 459.69 40.75 9.33 1521.60 2224.37 15610.000 10.00 461.70 459.40 441.60 6900.00 456.22 .00 456.69 17.78 5.53 1248.52 1636.29 15610.000 10.00 461.70 459.40 441.60 9700.00 457.24 .00 458.01 25.75 7.03 1380.56 1911.49 15610.000 10.00 461.70 459.40 441.60 11000.00 457.66 .00 458.57 29.39 7.67 1434.33 2028.98 15610.000 10.00 461.70 459.40 441.60 14200.00 460.43 .00 461.40 24.55 7.92 1792.52 2865.66 15630.000 20.00 .00 .00 441.70 6900.00 456.22 .00 456.74 15.77 5.92 1302.16 1737.79 15630.000 20.00 .00 .00 441.70 9700.00 457.26 .00 458.07 22.40 7.48 1485.80 2049.50 15630.000 20.00 .00 .00 441.70 11000.00 457.69 .00 458.64 25.30 8.13 1563.60 2186.80 15630.000 20.00 .00 .00 441.70 14200.00 460.56 .00 461.45 19.24 8.09 2115.43 3237.17 15640.000 10.00 .00 .00 441.70 6900.00 456.28 .00 456.76 14.36 5.69 1355.04 1820.58 15640.000 10.00 .00 .00 441.70 9700.00 457.35 .00 458.10 20.32 7.17 1538.33 2151.91 15640.000 10.00 .00 .00 441.70 11000.00 457.80 .00 458.67 22.92 7.80 1616.67 2297.80 15640.000 10.00 .00 .00 441.70 14200.00 460.63 .00 461.48 17.92 7.85 2149.06 3354.73 15650.000 10.00 .00 .00 441.70 6900.00 456.30 .00 456.77 14.29 5.68 1357.55 1825.03 15650.000 10.00 .00 .00 441.70 9700.00 457.38 .00 458.12 20.19 7.16 1542.06 2158.79 15650.000 10.00 .00 .00 441.70 11000.00 457.82 .00 458.69 22.76 7.78 1620.96 2305.86 15650.000 10.00 .00 .00 441.70 14200.00 460.65 .00 461.49 17.83 7.84 2152.79 3362.43 15660.000 10.00 .00 .00 441.70 6900.00 456.19 .00 456.84 19.82 6.69 1171.06 1549.74 15660.000 10.00 .00 .00 441.70 9700.00 457.20 .00 458.23 28.54 8.48 1322.56 1815.83 45 186P5FP.DAT 11/30/2012 15660.000 10.00 .00 .00 441.70 11000.00 457.61 .00 458.82 32.45 9.23 1386.41 1930.96 15660.000 10.00 .00 .00 441.70 14200.00 460.45 .00 461.61 25.08 9.25 1862.05 2835.33 1 30NOV12 11:36:31 PAGE 45 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 15680.000 20.00 .00 .00 441.73 6900.00 456.39 .00 456.90 26.81 5.71 1208.73 1332.65 15680.000 20.00 .00 .00 441.73 9700.00 457.58 .00 458.32 33.84 6.89 1408.79 1667.43 15680.000 20.00 .00 .00 441.73 11000.00 458.09 .00 458.93 36.45 7.35 1497.24 1821.87 15680.000 20.00 .00 .00 441.73 14200.00 460.93 .00 461.70 24.57 7.03 2023.50 2864.62 15730.000 50.00 .00 .00 441.75 6900.00 456.56 .00 457.04 29.79 5.58 1237.55 1264.27 15730.000 50.00 .00 .00 441.75 9700.00 457.83 .00 458.49 34.03 6.55 1481.00 1662.68 15730.000 50.00 .00 .00 441.75 11000.00 458.37 .00 459.11 35.43 6.93 1587.99 1848.02 15730.000 50.00 .00 .00 441.75 14200.00 461.15 .00 461.82 22.52 6.57 2167.12 2992.59 16480.000 750.00 .00 .00 442.70 6900.00 458.30 .00 458.61 15.44 5.30 2301.83 1755.83 * 16480.000 750.00 .00 .00 442.70 9700.00 459.73 .00 460.00 12.94 5.29 3345.00 2696.93 * 16480.000 750.00 .00 .00 442.70 11000.00 460.33 .00 460.59 12.08 5.29 3789.41 3164.96 * 16480.000 750.00 .00 .00 442.70 14200.00 462.58 .00 462.75 7.30 4.59 5464.60 5255.00 17600.000 1120.00 .00 .00 445.00 7500.00 460.40 .00 461.35 36.03 8.26 1378.11 1249.57 * 17600.000 1120.00 .00 .00 445.00 10500.00 461.55 .00 462.45 35.28 8.74 2169.47 1767.74 * 17600.000 1120.00 .00 .00 445.00 11800.00 462.04 .00 462.88 33.26 8.71 2526.12 2046.11 * 17600.000 1120.00 .00 .00 445.00 15100.00 463.63 .00 464.20 22.79 7.82 3701.46 3163.13 * 17980.000 380.00 .00 .00 446.10 7500.00 461.96 .00 462.12 9.83 3.65 2839.23 2392.08 * 17980.000 380.00 .00 .00 446.10 10500.00 463.07 .00 463.26 10.68 4.15 3523.83 3213.27 * 17980.000 380.00 .00 .00 446.10 11800.00 463.47 .00 463.69 11.08 4.36 3781.93 3544.93 * 17980.000 380.00 .00 .00 446.10 15100.00 464.64 .00 464.88 10.81 4.66 4545.48 4591.86 18150.000 170.00 .00 .00 446.60 7500.00 462.06 .00 462.39 17.80 5.79 2287.39 1777.81 18150.000 170.00 .00 .00 446.60 10500.00 463.18 .00 463.55 18.80 6.36 2915.68 2421.95 18150.000 170.00 .00 .00 446.60 11800.00 463.60 .00 463.98 19.30 6.59 3153.55 2686.07 18150.000 170.00 .00 .00 446.60 15100.00 464.77 .00 465.16 18.43 6.85 3848.82 3517.24 18210.000 60.00 .00 .00 446.80 7500.00 462.16 .00 462.52 23.41 6.40 2155.27 1550.27 18210.000 60.00 .00 .00 446.80 10500.00 463.30 .00 463.68 23.47 6.87 2778.96 2167.38 18210.000 60.00 .00 .00 446.80 11800.00 463.71 .00 464.11 23.77 7.08 3014.86 2420.21 18210.000 60.00 .00 .00 446.80 15100.00 464.88 .00 465.28 22.15 7.27 3697.56 3208.23 * 18240.000 30.00 .00 .00 446.90 7500.00 461.78 .00 462.83 61.08 9.27 1330.38 959.62 * 18240.000 30.00 .00 .00 446.90 10500.00 463.03 .00 463.93 50.91 9.27 1956.34 1471.63 * 18240.000 30.00 .00 .00 446.90 11800.00 463.47 .00 464.36 49.19 9.38 2185.68 1682.42 18240.000 30.00 .00 .00 446.90 15100.00 464.71 .00 465.48 40.62 9.19 2864.34 2369.12 * 18320.000 80.00 .00 .00 447.10 7500.00 462.66 .00 463.21 29.60 7.14 1860.44 1378.56 18320.000 80.00 .00 .00 447.10 10500.00 463.69 .00 464.28 30.57 7.76 2433.34 1898.98 46 186P5FP.DAT 11/30/2012 18320.000 80.00 .00 .00 447.10 11800.00 464.10 .00 464.69 30.50 7.94 2671.52 2136.53 18320.000 80.00 .00 .00 447.10 15100.00 465.20 .00 465.77 28.46 8.15 3310.71 2830.37 18450.000 130.00 .00 .00 447.50 7500.00 463.01 .00 463.60 27.88 7.28 1829.01 1420.47 18450.000 130.00 .00 .00 447.50 10500.00 464.06 .00 464.68 29.32 7.94 2414.40 1939.30 18450.000 130.00 .00 .00 447.50 11800.00 464.46 .00 465.09 29.72 8.17 2645.98 2164.49 18450.000 130.00 .00 .00 447.50 15100.00 465.54 .00 466.15 28.06 8.39 3305.35 2850.82 1 30NOV12 11:36:31 PAGE 46 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 18500.000 50.00 .00 .00 447.60 7500.00 462.79 459.52 463.96 55.03 8.90 1044.31 1011.03 * 18500.000 50.00 .00 .00 447.60 10500.00 463.68 463.11 465.14 64.65 10.31 1465.25 1305.89 * 18500.000 50.00 .00 .00 447.60 11800.00 464.09 463.66 465.56 64.43 10.59 1683.97 1470.09 18500.000 50.00 .00 .00 447.60 15100.00 465.27 .00 466.54 54.08 10.46 2382.54 2053.37 * 18514.000 14.00 .00 .00 448.68 7500.00 463.39 .00 464.12 11.63 6.90 1087.19 2198.85 * 18514.000 14.00 .00 .00 448.68 10500.00 464.00 .00 465.24 18.29 8.95 1175.76 2454.88 * 18514.000 14.00 .00 .00 448.68 11800.00 464.11 .00 465.64 22.28 9.93 1191.14 2500.12 18514.000 14.00 .00 .00 448.68 15100.00 464.92 .00 466.98 27.66 11.53 1314.49 2870.98 18515.000 1.00 470.50 469.76 448.68 7500.00 463.36 .00 464.16 16.26 7.18 1044.62 1859.68 18515.000 1.00 470.50 469.76 448.68 10500.00 463.95 .00 465.30 26.05 9.33 1127.68 2057.27 18515.000 1.00 470.50 469.76 448.68 11800.00 464.04 .00 465.71 31.90 10.36 1140.95 2089.27 18515.000 1.00 470.50 469.76 448.68 15100.00 464.83 .00 467.09 40.63 12.07 1254.89 2368.83 18565.000 50.00 470.50 469.84 448.49 7500.00 463.49 .00 464.25 15.01 6.98 1074.32 1935.91 18565.000 50.00 470.50 469.84 448.49 10500.00 464.21 .00 465.45 23.19 8.95 1175.78 2180.63 18565.000 50.00 470.50 469.84 448.49 11800.00 464.41 .00 465.91 27.46 9.82 1204.77 2251.80 18565.000 50.00 470.50 469.84 448.49 15100.00 465.41 .00 467.36 33.20 11.22 1351.67 2620.45 18566.000 1.00 .00 .00 448.49 7500.00 463.48 .00 464.26 9.62 7.13 1111.97 2418.49 18566.000 1.00 .00 .00 448.49 10500.00 464.17 .00 465.49 14.78 9.27 1212.37 2730.77 18566.000 1.00 .00 .00 448.49 11800.00 464.36 .00 465.96 17.54 10.22 1239.91 2817.76 18566.000 1.00 .00 .00 448.49 15100.00 465.31 .00 467.47 21.19 11.92 1383.73 3280.59 18600.000 34.00 .00 .00 447.40 7500.00 464.10 .00 464.44 19.28 5.08 1978.40 1708.12 18600.000 34.00 .00 .00 447.40 10500.00 465.47 .00 465.83 18.16 5.48 2684.10 2464.22 18600.000 34.00 .00 .00 447.40 11800.00 466.02 .00 466.39 17.52 5.59 2986.25 2819.19 18600.000 34.00 .00 .00 447.40 15100.00 467.75 .00 468.08 13.54 5.47 3981.36 4103.79 18615.000 15.00 .00 .00 447.40 7500.00 464.14 .00 464.47 18.97 5.05 1992.15 1721.79 18615.000 15.00 .00 .00 447.40 10500.00 465.50 .00 465.86 17.89 5.45 2699.91 2482.37 18615.000 15.00 .00 .00 447.40 11800.00 466.05 .00 466.42 17.30 5.56 3000.84 2836.75 18615.000 15.00 .00 .00 447.40 15100.00 467.77 .00 468.10 13.40 5.45 3996.98 4125.27 * 18650.000 35.00 .00 .00 447.50 7500.00 463.59 459.95 465.25 65.09 10.59 919.05 929.62 * 18650.000 35.00 .00 .00 447.50 10500.00 465.11 464.89 466.46 53.85 10.53 1744.50 1430.83 47 186P5FP.DAT 11/30/2012 * 18650.000 35.00 .00 .00 447.50 11800.00 465.76 .00 466.89 46.08 10.08 2152.83 1738.34 18650.000 35.00 .00 .00 447.50 15100.00 467.68 .00 468.32 27.05 8.47 3447.83 2903.55 * .100 510.00 .00 .00 449.00 7500.00 466.33 .00 466.75 15.79 5.75 2163.01 1887.23 * .100 510.00 .00 .00 449.00 10500.00 467.39 .00 467.92 18.83 6.67 2779.21 2419.45 * .100 510.00 .00 .00 449.00 11800.00 467.71 .00 468.29 20.70 7.11 2965.44 2593.31 .100 510.00 .00 .00 449.00 15100.00 468.73 .00 469.38 22.26 7.76 3574.15 3200.24 * .200 390.00 .00 .00 450.20 7500.00 466.93 .00 467.95 60.19 9.09 1468.01 966.75 * .200 390.00 .00 .00 450.20 10500.00 468.17 .00 469.09 52.68 9.31 2199.64 1446.65 * .200 390.00 .00 .00 450.20 11800.00 468.58 .00 469.50 52.29 9.52 2451.04 1631.90 * .200 390.00 .00 .00 450.20 15100.00 469.67 .00 470.52 46.89 9.64 3160.02 2205.17 1 30NOV12 11:36:31 PAGE 47 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * .300 450.00 .00 .00 451.00 7500.00 469.03 .00 469.45 22.96 6.65 2291.92 1565.18 * .300 450.00 .00 .00 451.00 10500.00 470.07 .00 470.57 26.26 7.54 2876.22 2049.11 .300 450.00 .00 .00 451.00 11800.00 470.47 .00 470.99 27.42 7.87 3104.30 2253.57 .300 450.00 .00 .00 451.00 15100.00 471.39 .00 471.98 29.72 8.58 3641.58 2769.97 20540.000 540.00 .00 .00 452.60 7500.00 469.90 .00 470.24 11.91 5.22 2323.82 2173.00 20540.000 540.00 .00 .00 452.60 10500.00 471.04 .00 471.49 14.87 6.19 2835.06 2723.25 20540.000 540.00 .00 .00 452.60 11800.00 471.47 .00 471.96 16.02 6.57 3032.02 2948.22 20540.000 540.00 .00 .00 452.60 15100.00 472.45 .00 473.05 18.61 7.41 3493.35 3500.54 .500 435.00 .00 .00 454.00 7500.00 470.46 .00 470.64 8.04 3.94 2732.03 2645.11 .500 435.00 .00 .00 454.00 10500.00 471.73 .00 471.98 9.85 4.72 3269.23 3345.23 .500 435.00 .00 .00 454.00 11800.00 472.21 .00 472.49 10.55 5.02 3485.34 3632.73 .500 435.00 .00 .00 454.00 15100.00 473.30 .00 473.66 12.09 5.69 3998.23 4342.78 * .600 390.00 .00 .00 455.00 7500.00 470.25 466.73 471.70 61.56 9.69 829.64 955.92 * .600 390.00 .00 .00 455.00 10500.00 471.39 468.61 473.29 72.59 11.39 1228.74 1232.41 * .600 390.00 .00 .00 455.00 11800.00 471.87 469.42 473.87 73.94 11.85 1410.51 1372.28 * .600 390.00 .00 .00 455.00 15100.00 473.05 472.76 475.12 72.13 12.55 1899.71 1777.98 21690.000 325.00 .00 .00 455.90 7500.00 472.10 .00 473.69 58.88 10.29 901.33 977.42 21690.000 325.00 .00 .00 455.90 10500.00 473.60 472.22 475.43 62.26 11.55 1362.58 1330.76 21690.000 325.00 .00 .00 455.90 11800.00 474.13 473.10 476.03 63.21 11.96 1562.52 1484.14 21690.000 325.00 .00 .00 455.90 15100.00 475.20 .00 477.25 66.55 12.95 2000.46 1850.92 * 1.000 530.00 .00 .00 457.30 7500.00 474.71 .00 475.60 23.10 7.93 1282.35 1560.59 * 1.000 530.00 .00 .00 457.30 10500.00 476.43 .00 477.45 24.24 8.86 1796.26 2132.50 * 1.000 530.00 .00 .00 457.30 11800.00 477.01 .00 478.09 25.04 9.25 1982.69 2358.06 * 1.000 530.00 .00 .00 457.30 15100.00 478.21 .00 479.47 27.54 10.23 2387.46 2877.22 * 22600.000 380.00 .00 .00 458.60 7500.00 475.50 .00 477.04 50.32 10.69 1043.60 1057.27 22600.000 380.00 .00 .00 458.60 10500.00 477.33 .00 478.80 45.28 11.14 1603.93 1560.45 48 186P5FP.DAT 11/30/2012 22600.000 380.00 .00 .00 458.60 11800.00 477.97 .00 479.42 44.19 11.34 1826.72 1775.08 22600.000 380.00 .00 .00 458.60 15100.00 479.35 .00 480.79 42.71 11.84 2354.99 2310.63 * 2.000 570.00 .00 .00 459.60 7500.00 477.99 .00 478.97 23.65 8.24 1153.65 1542.35 2.000 570.00 .00 .00 459.60 10500.00 479.51 .00 480.79 28.29 9.71 1513.01 1974.03 2.000 570.00 .00 .00 459.60 11800.00 480.04 .00 481.45 30.20 10.27 1653.78 2147.08 2.000 570.00 .00 .00 459.60 15100.00 481.30 .00 482.96 33.60 11.43 2015.49 2605.03 23900.000 730.00 .00 .00 463.00 7500.00 480.03 .00 480.46 16.81 5.35 1525.51 1829.52 23900.000 730.00 .00 .00 463.00 10500.00 481.84 .00 482.35 15.36 5.85 2134.20 2679.23 * 23900.000 730.00 .00 .00 463.00 11800.00 482.51 .00 483.04 15.06 6.05 2376.11 3040.20 * 23900.000 730.00 .00 .00 463.00 15100.00 484.00 .00 484.59 14.66 6.51 2929.92 3943.67 3.000 465.00 .00 .00 464.30 7500.00 480.69 .00 481.14 12.68 5.50 1564.07 2106.40 3.000 465.00 .00 .00 464.30 10500.00 482.45 .00 483.03 13.62 6.33 2035.71 2845.16 3.000 465.00 .00 .00 464.30 11800.00 483.10 .00 483.73 13.99 6.64 2231.43 3154.79 3.000 465.00 .00 .00 464.30 15100.00 484.57 .00 485.30 14.77 7.34 2706.83 3928.59 1 30NOV12 11:36:31 PAGE 48 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 4.000 560.00 .00 .00 465.70 7500.00 481.54 .00 482.25 29.38 6.75 1126.94 1383.67 * 4.000 560.00 .00 .00 465.70 10500.00 483.30 .00 484.22 30.54 7.77 1471.96 1900.06 * 4.000 560.00 .00 .00 465.70 11800.00 483.95 .00 484.94 30.81 8.12 1662.90 2126.00 4.000 560.00 .00 .00 465.70 15100.00 485.44 .00 486.53 30.07 8.71 2211.97 2753.49 5.000 145.00 .00 .00 465.90 7500.00 482.01 .00 482.60 18.88 6.17 1311.58 1726.25 5.000 145.00 .00 .00 465.90 10500.00 483.86 .00 484.59 20.21 7.08 1764.17 2335.87 5.000 145.00 .00 .00 465.90 11800.00 484.53 .00 485.33 20.65 7.40 1956.70 2596.87 5.000 145.00 .00 .00 465.90 15100.00 486.00 .00 486.92 21.71 8.14 2438.63 3240.49 24930.000 220.00 .00 .00 466.40 7500.00 482.54 .00 482.97 14.84 5.88 1737.78 1946.82 24930.000 220.00 .00 .00 466.40 10500.00 484.46 .00 484.99 15.77 6.68 2204.44 2644.44 24930.000 220.00 .00 .00 466.40 11800.00 485.16 .00 485.73 16.23 7.00 2389.97 2929.17 24930.000 220.00 .00 .00 466.40 15100.00 486.67 .00 487.34 17.54 7.76 2826.28 3605.82 6.000 90.00 .00 .00 466.80 7500.00 482.42 .00 483.25 24.20 7.48 1199.04 1524.69 6.000 90.00 .00 .00 466.80 10500.00 484.30 .00 485.30 25.69 8.50 1629.72 2071.49 6.000 90.00 .00 .00 466.80 11800.00 484.98 .00 486.05 26.26 8.87 1801.95 2302.84 6.000 90.00 .00 .00 466.80 15100.00 486.46 .00 487.69 27.82 9.74 2197.63 2862.86 * 25085.000 80.00 .00 .00 467.10 7500.00 481.58 .00 484.14 129.29 12.85 589.38 659.60 * 25085.000 80.00 .00 .00 467.10 10500.00 483.23 482.97 486.30 129.93 14.17 803.84 921.14 * 25085.000 80.00 .00 .00 467.10 11800.00 484.00 484.00 487.05 117.07 14.28 963.80 1090.59 * 25085.000 80.00 .00 .00 467.10 15100.00 485.69 485.47 488.53 92.25 14.24 1427.22 1572.15 * 25135.000 50.00 .00 .00 467.00 7500.00 483.25 .00 484.66 54.53 9.59 849.86 1015.60 * 25135.000 50.00 .00 .00 467.00 10500.00 485.28 .00 486.83 49.61 10.34 1220.41 1490.78 49 186P5FP.DAT 11/30/2012 * 25135.000 50.00 .00 .00 467.00 11800.00 485.91 .00 487.55 49.38 10.72 1393.18 1679.15 25135.000 50.00 .00 .00 467.00 15100.00 487.08 .00 488.96 52.22 11.77 1787.76 2089.55 25185.000 50.00 .00 .00 467.60 7500.00 483.66 .00 484.91 41.84 10.20 1200.74 1159.54 25185.000 50.00 .00 .00 467.60 10500.00 486.01 .00 487.07 32.72 10.12 1862.06 1835.52 25185.000 50.00 .00 .00 467.60 11800.00 486.76 .00 487.80 31.35 10.23 2100.18 2107.37 25185.000 50.00 .00 .00 467.60 15100.00 488.12 .00 489.23 31.98 10.93 2571.92 2670.04 25235.000 50.00 .00 .00 467.90 7500.00 484.32 .00 485.10 22.76 7.56 1377.63 1571.92 25235.000 50.00 .00 .00 467.90 10500.00 486.40 .00 487.22 20.92 8.10 1993.08 2295.42 25235.000 50.00 .00 .00 467.90 11800.00 487.10 .00 487.94 20.70 8.33 2232.17 2593.29 25235.000 50.00 .00 .00 467.90 15100.00 488.43 .00 489.37 21.82 9.08 2737.00 3232.27 * 25285.000 50.00 .00 .00 467.40 7500.00 483.05 481.94 485.93 94.63 13.88 656.50 770.98 * 25285.000 50.00 .00 .00 467.40 10500.00 485.02 484.85 488.07 88.59 14.97 1053.62 1115.55 * 25285.000 50.00 .00 .00 467.40 11800.00 486.07 486.07 488.76 75.49 14.55 1335.05 1358.14 * 25285.000 50.00 .00 .00 467.40 15100.00 487.37 487.20 490.05 73.55 15.23 1749.19 1760.66 * 25335.000 50.00 .00 .00 467.30 7500.00 485.87 .00 486.32 14.78 5.50 1629.61 1951.17 * 25335.000 50.00 .00 .00 467.30 10500.00 487.97 .00 488.45 12.97 5.88 2369.17 2915.16 * 25335.000 50.00 .00 .00 467.30 11800.00 488.60 .00 489.10 13.15 6.12 2618.74 3254.45 * 25335.000 50.00 .00 .00 467.30 15100.00 489.77 .00 490.38 14.55 6.84 3117.96 3958.99 1 30NOV12 11:36:31 PAGE 49 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 25385.000 50.00 .00 .00 467.90 7500.00 485.98 .00 486.40 14.94 5.30 1738.79 1940.61 25385.000 50.00 .00 .00 467.90 10500.00 488.11 .00 488.52 12.04 5.48 2617.28 3025.79 25385.000 50.00 .00 .00 467.90 11800.00 488.75 .00 489.17 11.94 5.67 2914.83 3414.20 25385.000 50.00 .00 .00 467.90 15100.00 489.97 .00 490.46 12.68 6.24 3514.72 4240.01 25470.000 85.00 .00 .00 468.00 7500.00 486.08 .00 486.50 10.37 5.27 1598.66 2329.36 25470.000 85.00 .00 .00 468.00 10500.00 488.16 .00 488.65 10.27 5.85 2437.65 3276.40 25470.000 85.00 .00 .00 468.00 11800.00 488.80 .00 489.31 10.48 6.09 2797.30 3645.60 25470.000 85.00 .00 .00 468.00 15100.00 490.02 .00 490.60 11.35 6.70 3583.59 4481.48 25500.000 30.00 486.90 485.00 468.70 7500.00 487.11 .00 487.40 5.68 4.39 1993.24 3146.72 25500.000 30.00 486.90 485.00 468.70 10500.00 489.03 .00 489.38 6.21 5.01 3024.47 4211.92 25500.000 30.00 486.90 485.00 468.70 11800.00 489.54 .00 489.93 6.68 5.31 3368.40 4565.42 25500.000 30.00 486.90 485.00 468.70 15100.00 490.53 .00 491.00 8.00 6.04 4094.23 5338.31 25585.000 85.00 .00 .00 468.90 7500.00 487.10 .00 487.53 9.27 5.49 1700.30 2463.70 25585.000 85.00 .00 .00 468.90 10500.00 488.99 .00 489.54 10.39 6.35 2263.34 3257.23 25585.000 85.00 .00 .00 468.90 11800.00 489.49 .00 490.11 11.37 6.79 2444.00 3498.94 25585.000 85.00 .00 .00 468.90 15100.00 490.45 .00 491.25 14.12 7.87 2920.96 4018.25 * 25635.000 50.00 .00 .00 468.80 7500.00 486.79 .00 487.77 25.47 8.24 1117.51 1486.16 * 25635.000 50.00 .00 .00 468.80 10500.00 488.65 .00 489.79 26.46 9.24 1690.30 2041.07 50 186P5FP.DAT 11/30/2012 * 25635.000 50.00 .00 .00 468.80 11800.00 489.14 .00 490.37 28.00 9.72 1892.61 2230.02 * 25635.000 50.00 .00 .00 468.80 15100.00 490.06 .00 491.55 32.99 11.00 2297.52 2628.80 25685.000 50.00 .00 .00 469.10 7500.00 487.31 .00 487.91 18.71 6.27 1284.64 1733.83 25685.000 50.00 .00 .00 469.10 10500.00 489.26 .00 489.95 17.76 6.91 1960.91 2491.33 25685.000 50.00 .00 .00 469.10 1/800.00 489.79 .00 490.53 18.43 7.25 2184.96 2748.42 25685.000 50.00 .00 .00 469.10 15100.00 490.85 .00 491.74 20.74 8.12 2678.22 3315.52 25725.000 40.00 .00 .00 468.50 7500.00 487.50 .00 487.99 13.67 5.87 1538.42 2028.65 25725.000 40.00 .00 .00 468.50 10500.00 489.45 .00 490.02 13.91 6.56 2254.25 2815.55 25725.000 40.00 .00 .00 468.50 11800.00 489.99 .00 490.61 14.66 6.92 2485.12 3081.74 25725.000 40.00 .00 .00 468.50 15100.00 491.08 .00 491.82 16.80 7.78 3020.88 3683.60 * 25785.000 60.00 .00 .00 469.10 7500.00 487.86 .00 488.06 5.46 4.30 2725.49 3208.65 * 25785.000 60.00 .00 .00 469.10 10500.00 489.86 .00 490.10 5.90 4.88 3531.80 4323.36 * 25785.000 60.00 .00 .00 469.10 11800.00 490.43 .00 490.70 6.34 5.18 3791.42 4685.07 * 25785.000 60.00 .00 .00 469.10 15100.00 491.59 .00 491.93 7.55 5.91 4419.53 5496.02 25820.000 63.00 .00 .00 468.40 7600.00 487.86 .00 488.13 8.77 5.44 2738.21 2566.57 25820.000 63.00 .00 .00 468.40 10600.00 489.89 .00 490.15 8.27 5.73 3770.92 3686.38 25820.000 63.00 .00 .00 468.40 11900.00 490.47 .00 490.75 8.58 5.97 4100.17 4061.67 25820.000 63.00 .00 .00 468.40 15100.00 491.67 .00 491.98 9.38 6.51 4796.54 4930.19 * 26170.000 350.00 .00 .00 470.20 7600.00 488.01 .00 488.65 21.54 7.77 1679.26 1637.41 * 26170.000 350.00 .00 .00 470.20 10600.00 490.01 .00 490.65 20.14 8.21 2383.97 2362.23 * 26170.000 350.00 .00 .00 470.20 11900.00 490.59 .00 491.26 20.67 8.52 2621.19 2617.50 * 26170.000 350.00 .00 .00 470.20 15100.00 491.80 .00 492.54 22.16 9.25 3142.01 3207.92 1 30NOV12 11:36:31 PAGE 50 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 26550.000 380.00 .00 .00 471.10 7600.00 488.76 .00 489.57 24.65 7.34 1149.44 1530.73 26550.000 380.00 .00 .00 471.10 10600.00 490.60 .00 491.59 25.04 8.28 1570.57 2118.22 26550.000 380.00 .00 .00 471.10 11900.00 491.16 .00 492.25 26.11 8.72 1730.12 2329.08 26550.000 380.00 .00 .00 471.10 15100.00 492.35 .00 493.64 28.58 9.70 2111.43 2824.29 26880.000 330.00 .00 .00 472.90 7600.00 489.44 .00 490.56 30.23 8.62 994.40 1382.26 26880.000 330.00 .00 .00 472.90 10600.00 491.24 .00 492.66 32.64 9.89 1349.33 1855.46 26880.000 330.00 .00 .00 472.90 11900.00 491.83 .00 493.36 33.93 10.38 1516.29 2042.93 26880.000 330.00 .00 .00 472.90 15100.00 493.10 .00 494.81 35.85 11.32 1967.23 2521.99 * 27050.000 165.00 .00 .00 473.00 6700.00 489.76 .00 491.37 60.35 10.48 759.43 862.44 * 27050.000 165.00 .00 .00 473.00 9400.00 491.72 .00 493.40 55.53 11.22 1153.57 1261.46 27050.000 165.00 .00 .00 473.00 10500.00 492.42 .00 494.04 52.39 11.29 1352.45 1450.69 27050.000 165.00 .00 .00 473.00 13400.00 494.03 .00 495.45 44.32 11.19 1949.49 2012.83 * 27400.000 420.00 .00 .00 473.90 6700.00 492.12 .00 492.93 23.90 7.67 1231.55 1370.56 * 27400.000 420.00 .00 .00 473.90 9400.00 494.08 .00 494.71 18.90 7.42 2208.26 2162.47 51 186P5FP.DAT 11/30/2012 * 27400.000 420.00 .00 .00 473.90 10500.00 494.68 .00 495.26 17.57 7.36 2564.86 2504.77 * 27400.000 420.00 .00 .00 473.90 13400.00 495.98 .00 496.50 15.69 7.37 3360.40 3383.18 27540.000 140.00 .00 .00 475.00 6700.00 492.48 .00 493.33 30.93 7.36 910.01 1204.66 27540.000 140.00 .00 .00 475.00 9400.00 494.17 .00 495.33 35.62 8.65 1087.28 1575.07 * 27540.000 140.00 .00 .00 475.00 10500.00 494.67 .00 495.98 38.60 9.21 1139.75 1690.07 27540.000 140.00 .00 .00 475.00 13400.00 496.08 .00 496.98 28.26 8.38 2407.76 2520.75 27570.000 30.00 496.80 498.50 475.20 6700.00 492.63 .00 493.48 31.51 7.41 904.51 1193.64 27570.000 30.00 496.80 498.50 475.20 9400.00 494.38 .00 495.54 35.54 8.64 1088.09 1576.82 27570.000 30.00 496.80 498.50 475.20 10500.00 494.91 .00 496.22 38.09 9.17 1144.79 1701.23 * 27570.000 30.00 496.80 498.50 475.20 13400.00 499.48 .00 499.69 7.58 4.64 4681.29 4868.54 27620.000 50.00 .00 .00 475.50 6700.00 492.50 .00 493.78 38.27 9.26 870.53 1082.98 27620.000 50.00 .00 .00 475.50 9400.00 494.68 .00 495.72 30.90 9.04 1632.66 1690.90 27620.000 50.00 .00 .00 475.50 10500.00 495.60 .00 496.42 24.59 8.43 2158.30 2117.41 27620.000 50.00 .00 .00 475.50 13400.00 499.49 .00 499.74 7.21 5.40 4633.99 4991.13 30130.000 2510.00 .00 .00 483.70 6700.00 500.67 .00 501.40 27.97 8.09 1142.05 1266.94 30130.000 2510.00 .00 .00 483.70 9400.00 502.03 .00 502.98 34.19 9.41 1411.22 1607.58 30130.000 2510.00 .00 .00 483.70 10500.00 502.19 .00 503.31 40.36 10.30 1447.81 1652.77 * 30130.000 2510.00 .00 .00 483.70 13400.00 501.72 .00 503.83 77.62 14.00 1340.03 1520.96 30189.000 59.00 .00 .00 486.80 6700.00 500.73 .00 501.68 31.92 7.81 858.42 1185.83 30189.000 59.00 .00 .00 486.80 9400.00 502.02 .00 503.44 42.75 9.58 981.37 1437.60 30189.000 59.00 .00 .00 486.80 10500.00 502.15 .00 503.88 51.30 10.56 994.46 1465.97 30189.000 59.00 .00 .00 486.80 13400.00 501.75 .00 504.81 93.78 14.02 955.64 1383.76 * 30190.000 1.00 513.30 510.40 486.80 6700.00 500.65 .00 501.78 120.78 8.51 787.42 609.65 * 30190.000 1.00 513.30 510.40 486.80 9400.00 501.88 .00 503.59 175.01 10.48 896.53 710.55 * 30190.000 1.00 513.30 510.40 486.80 10500.00 501.98 .00 504.07 213.36 11.60 905.37 718.84 * 30190.000 1.00 513.30 510.40 486.80 13400.00 501.37 .00 505.22 402.23 15.75 851.03 668.14 1 30NOV12 11:36:31 PAGE 51 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 30200.000 10.00 513.30 510.40 486.80 6700.00 500.82 .00 501.91 115.53 8.35 802.40 623.34 30200.000 10.00 513.30 510.40 486.80 9400.00 502.18 .00 503.79 162.97 10.18 923.66 736.33 30200.000 10.00 513.30 510.40 486.80 10500.00 502.40 .00 504.32 192.91 11.12 944.10 755.98 30200.000 10.00 513.30 510.40 486.80 13400.00 503.20 .00 505.89 262.16 13.16 1018.04 827.61 * 30201.000 1.00 .00 .00 486.80 6700.00 501.10 .00 501.97 28.48 7.50 893.04 1255.38 * 30201.000 1.00 .00 .00 486.80 9400.00 502.64 .00 503.90 35.71 9.01 1043.22 1573.05 * 30201.000 1.00 .00 .00 486.80 10500.00 502.99 .00 504.46 40.53 9.75 1077.42 1649.38 * 30201.000 1.00 .00 .00 486.80 13400.00 504.18 .00 506.12 48.68 11.,19 1197.53 1920.52 30250.000 49.00 .00 .00 483.80 6700.00 501.55 .00 502.12 21.29 7.26 1282.23 1452.02 30250.000 49.00 .00 .00 483.80 9400.00 503.47 .00 504.10 21.23 7.89 1772.87 2039.97 52 186P5FP.DAT 11/30/2012 30250.000 49.00 .00 .00 483.80 10500.00 504.03 .00 504.69 21.76 8.19 1954.09 2250.68 * 30250.000 49.00 .00 .00 483.80 13400.00 505.77 .00 506.40 19.43 8.30 2628.77 3040.31 31310.000 1060.00 .00 .00 487.80 6700.00 503.64 .00 504.14 22.59 6.84 1283.19 1409.66 31310.000 1060.00 .00 .00 487.80 9400.00 505.55 .00 506.05 22.13 7.23 1849.60 1998.30 31310.000 1060.00 .00 .00 487.80 10500.00 506.15 .00 506.65 21.96 7.34 2089.75 2240.76 31310.000 1060.00 .00 .00 487.80 13400.00 507.67 .00 508.13 19.83 7.30 2836.55 3008.83 31480.000 170.00 509.10 506.10 488.00 6700.00 503.99 .00 504.60 28.40 6.26 1070.87 1257.18 31480.000 170.00 509.10 506.10 488.00 9400.00 505.78 .00 506.63 36.14 7.43 1264.39 1563.59 * 31480.000 170.00 509.10 506.10 488.00 10500.00 506.44 .00 507.45 80.71 8.07 1300.86 1168.79 * 31480.000 170.00 509.10 506.10 488.00 13400.00 507.54 .00 509.18 131.44 10.30 1300.86 1168.79 31500.000 20.00 509.10 506.10 488.00 6700.00 504.06 .00 504.66 27.99 6.22 1076.89 1266.38 31500.000 20.00 509.10 506.10 488.00 9400.00 505.86 .00 506.71 35.52 7.38 1273.98 1577.30 31500.000 20.00 509.10 506.10 488.00 10500.00 506.60 .00 507.61 80.71 8.07 1300.86 1168.80 31500.000 20.00 509.10 506.10 488.00 13400.00 507.80 .00 509.45 131.44 10.30 1300.86 1168.79 31550.000 50.00 .00 .00 488.20 6700.00 504.34 .00 504.79 20.34 6.56 1341.65 1485.45 31550.000 50.00 .00 .00 488.20 9400.00 506.46 .00 506.87 18.21 6.66 2053.04 2202.99 * 31550.000 50.00 .00 .00 488.20 10500.00 507.48 .00 507.83 15.34 6.31 2522.32 2680.47 * 31550.000 50.00 .00 .00 488.20 13400.00 509.45 .00 509.72 11.80 5.85 3624.69 3900.74 * 34730.000 3180.00 .00 .00 499.00 6700.00 512.28 .00 513.26 53.31 9.87 1107.49 917.62 * 34730.000 3180.00 .00 .00 499.00 9400.00 513.47 .00 514.46 50.83 10.45 1516.09 1318.41 * 34730.000 3180.00 .00 .00 499.00 10500.00 513.73 .00 514.81 54.74 11.02 1622.66 1419.23 * 34730.000 3180.00 .00 .00 499.00 13400.00 514.48 .00 515.65 58.05 11.87 1965.42 1758.72 * 37100.000 2370.00 .00 .00 506.30 7300.00 519.16 .00 519.46 23.94 7.16 1812.50 1491.94 * 37100.000 2370.00 .00 .00 506.30 10000.00 520.26 .00 520.61 25.06 7.76 2311.78 1997.74 * 37100.000 2370.00 .00 .00 506.30 11200.00 520.72 .00 521.06 24.78 7.90 2608.92 2249.89 * 37100.000 2370.00 .00 .00 506.30 14200.00 521.63 .00 521.95 24.55 8.21 3384.04 2865.74 * 38200.000 1100.00 .00 .00 510.80 7300.00 520.96 .00 521.06 9.92 4.08 3030.83 2318.26 * 38200.000 1100.00 .00 .00 510.80 10000.00 522.12 .00 522.25 10.01 4.48 3754.68 3161.17 * 38200.000 1100.00 .00 .00 510.80 11200.00 522.57 .00 522.70 10.08 4.63 4074.28 3528.15 * 38200.000 1100.00 .00 .00 510.80 14200.00 523.47 .00 523.61 10.42 5.00 4935.19 4398.79 1 30NOV12 11:36:31 PAGE 52 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 38380.000 180.00 .00 .00 511.40 7300.00 520.92 .00 521.50 32.94 7.93 1366.82 1271.89 * 38380.000 180.00 .00 .00 511.40 10000.00 522.06 .00 522.71 35.09 8.89 1871.53 1688.04 * 38380.000 180.00 .00 .00 511.40 11200.00 522.54 .00 523.14 32.82 8.87 2349.84 1954.94 * 38380.000 180.00 .00 .00 511.40 14200.00 523.53 .00 523.99 26.80 8.52 3705.85 2742.79 38420.000 40.00 532.80 528.70 511.50 7300.00 520.95 .00 521.55 34.18 8.04 1350.06 1248.66 38420.000 40.00 532.80 528.70 511.50 10000.00 522.09 .00 522.85 37.71 9.17 1612.65 1628.48 53 186P5FP.DAT 11/30/2012 38420.000 40.00 532.80 528.70 511.50 11200.00 522.57 .00 523.40 38.68 9.58 1725.08 1800.92 38420.000 40.00 532.80 528.70 511.50 14200.00 523.54 .00 524.56 42.40 10.66 1961.33 2180.83 * 38500.000 80.00 .00 .00 511.80 7300.00 521.02 .00 521.63 4.86 2.97 1296.78 3311.61 * 38500.000 80.00 .00 .00 511.80 10000.00 522.16 .00 522.95 4.98 3.28 1557.71 4480.12 * 38500.000 80.00 .00 .00 511.80 11200.00 522.63 .00 523.49 4.99 3.39 1668.66 5012.54 * 38500.000 80.00 .00 .00 511.80 14200.00 523.60 .00 524.67 5.26 3.70 1900.91 6190.19 38580.000 80.00 .00 .00 512.20 7300.00 521.00 .00 521.71 6.24 3.26 1202.86 2921.82 38580.000 80.00 .00 .00 512.20 10000.00 522.12 .00 523.03 6.20 3.55 1456.98 4014.65 38580.000 80.00 .00 .00 512.20 11200.00 522.59 .00 523.57 6.14 3.65 1565.82 4518.31 38580.000 80.00 .00 .00 512.20 14200.00 523.56 .00 524.76 6.33 3.95 1795.04 5643.05 38620.000 40.00 532.80 528.70 512.30 7300.00 521.04 .00 521.77 6.47 3.30 1190.18 2870.52 38620.000 40.00 532.80 528.70 512.30 10000.00 522.18 .00 523.10 6.35 3.58 1447.07 3969.85 38620.000 40.00 532.80 528.70 512.30 11200.00 522.65 .00 523.65 6.26 3.67 1556.96 4476.57 38620.000 40.00 532.80 528.70 512.30 14200.00 523.64 .00 524.84 6.39 3.96 1789.87 5616.77 38670.000 50.00 .00 .00 512.40 7300.00 521.06 .00 521.81 6.78 3.36 1173.73 2804.47 38670.000 50.00 .00 .00 512.40 10000.00 522.19 .00 523.14 6.60 3.63 1429.79 3892.06 38670.000 50.00 .00 .00 512.40 11200.00 522.67 .00 523.69 6.50 3.72 1539.27 4393.62 38670.000 50.00 .00 .00 512.40 14200.00 523.65 .00 524.88 6.61 4.01 1771.70 5524.76 * 39720.000 1050.00 .00 .00 517.00 7300.00 523.21 523.21 524.18 187.19 13.72 1068.69 533.55 * 39720.000 1050.00 .00 .00 517.00 10000.00 523.75 523.75 524.85 192.92 14.79 1350.53 719.97 * 39720.000 1050.00 .00 .00 517.00 11200.00 523.98 523.98 525.12 192.56 15.13 1473.03 807.12 * 39720.000 1050.00 .00 .00 517.00 14200.00 524.62 .00 525.75 171.34 15.17 1835.49 1084.84 * 41180.000 1460.00 .00 .00 519.40 5100.00 527.86 .00 527.91 7.05 3.37 3163.38 1920.40 * 41180.000 1460.00 .00 .00 519.40 7000.00 528.57 .00 528.62 7.07 3.58 4449.14 2632.09 * 41180.000 1460.00 .00 .00 519.40 7900.00 528.83 .00 528.88 7.10 3.66 4983.86 2965.17 * 41180.000 1460.00 .00 .00 519.40 9900.00 529.36 .00 529.41 7.00 3.78 6129.78 3743.09 * 41950.000 770.00 .00 .00 520.80 5100.00 528.71 .00 529.10 41.18 7.73 1167.30 794.76 * 41950.000 770.00 .00 .00 520.80 7000.00 529.42 .00 529.85 45.21 8.63 1524.27 1041.10 * 41950.000 770.00 .00 .00 520.80 7900.00 529.69 .00 530.12 46.28 8.94 1766.35 1161.32 * 41950.000 770.00 .00 .00 520.80 9900.00 530.23 .00 530.62 44.46 9.14 2424.45 1484.77 * 42050.000 100.00 .00 .00 521.00 5100.00 527.92 527.92 530.65 160.96 14.26 420.09 401.99 * 42050.000 100.00 .00 .00 521.00 7000.00 530.87 530.87 531.71 43.15 9.53 1774.87 1065.64 * 42050.000 100.00 .00 .00 521.00 7900.00 531.11 531.11 531.89 41.60 9.53 2112.97 1224.78 * 42050.000 100.00 .00 .00 521.00 9900.00 531.41 531.41 532.24 46.54 10.29 2573.56 1451.24 1 30NOV12 11:36:31 PAGE 53 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 42090.000 40.00 529.70 527.10 521.00 5100.00 530.98 .00 531.37 19.99 6.55 1937.28 1140.56 * 42090.000 40.00 529.70 527.10 521.00 7000.00 534.59 .00 534.61 1.18 1.97 9388.37 6452.50 54 186P5FP.DAT 11/30/2012 * 42090.000 40.00 529.70 527.10 521.00 7900.00 535.40 .00 535.42 .86 1.76 11522.47 8497.12 * 42090.000 40.00 529.70 527.10 521.00 9900.00 537.09 .00 537.10 .51 1.47 16456.89 13803.91 * 42170.000 80.00 .00 .00 520.70 5100.00 531.43 .00 531.46 3.41 2.78 4591.95 2762.58 42170.000 80.00 .00 .00 520.70 7000.00 534.61 .00 534.61 .63 1.43 11626.24 8849.87 42170.000 80.00 .00 .00 520.70 7900.00 535.42 .00 535.42 .51 1.34 13772.15 11083.66 42170.000 80.00 .00 .00 520.70 9900.00 537.09 .00 537.10 .35 1.20 18705.98 16797.21 * 44200.000 2030.00 .00 .00 524.90 5100.00 532.60 531.28 533.10 52.96 7.64 1260.57 700.79 * 44200.000 2030.00 .00 .00 524.90 7000.00 534.81 .00 534.86 6.84 3.40 4737.80 2677.15 * 44200.000 2030.00 .00 .00 524.90 7900.00 535.57 .00 535.61 4.23 2.84 6225.38 3840.63 * 44200.000 2030.00 .00 .00 524.90 9900.00 537.19 .00 537.21 1.95 2.16 9627.12 7092.00 45820.000 1620.00 .00 .00 531.80 5100.00 538.58 .00 538.79 32.43 6.31 1763.76 895.57 * 45820.000 1620.00 .00 .00 531.80 7000.00 537.99 537.99 538.83 123.24 11.52 1168.53 630.55 * 45820.000 1620.00 .00 .00 531.80 7900.00 538.30 538.30 539.02 110.48 11.29 1450.50 751.61 * 45820.000 1620.00 .00 .00 531.80 9900.00 538.57 538.57 539.37 124.45 12.35 1746.70 887.45 47450.000 1630.00 .00 .00 532.10 5100.00 542.42 .00 542.65 24.84 6.58 1868.96 1023.31 * 47450.000 1630.00 .00 .00 532.10 7000.00 543.44 .00 543.57 15.92 5.68 3135.08 1754.17 * 47450.000 1630.00 .00 .00 532.10 7900.00 543.63 .00 543.77 16.77 5.91 3403.09 1929.17 * 47450.000 1630.00 .00 .00 532.10 9900.00 544.10 .00 544.25 16.72 6.09 4111.31 2421.04 * 47540.000 90.00 .00 .00 531.20 5100.00 542.18 540.37 543.19 60.14 8.49 1005.88 657.64 47540.000 90.00 .00 .00 531.20 7000.00 543.48 .00 543.74 20.25 5.54 3094.78 1555.75 47540.000 90.00 .00 .00 531.20 7900.00 543.69 .00 543.93 19.71 5.56 3503.85 1779.37 47540.000 90.00 .00 .00 531.20 9900.00 544.18 .00 544.38 17.47 5.44 4469.94 2368.27 * 47640.000 100.00 .00 .00 530.70 5100.00 543.35 .00 543.43 6.79 3.31 3805.67 1957.00 * 47640.000 100.00 .00 .00 530.70 7000.00 543.79 .00 543.88 7.73 3.65 4692.41 2517.22 * 47640.000 100.00 .00 .00 530.70 7900.00 543.98 .00 544.07 8.05 3.78 5084.48 2784.26 * 47640.000 100.00 .00 .00 530.70 9900.00 544.42 .00 544.51 8.10 3.91 6034.43 3478.21 * 47670.000 30.00 541.70 540.40 530.70 5100.00 546.02 .00 546.03 .58 1.16 9600.53 6692.09 * 47670.000 30.00 541.70 540.40 530.70 7000.00 547.79 .00 547.79 .38 1.04 13581.98 11362.05 * 47670.000 30.00 541.70 540.40 530.70 7900.00 548.55 .00 548.56 .33 1.01 15295.02 13694.49 * 47670.000 30.00 541.70 540.40 530.70 9900.00 550.29 .00 550.30 .25 .95 19213.43 19701.29 47720.000 50.00 .00 .00 531.00 5100.00 546.02 .00 546.03 .72 1.27 8931.65 6015.88 47720.000 50.00 .00 .00 531.00 7000.00 547.79 .00 547.80 .44 1.10 12917.63 10505.81 47720.000 50.00 .00 .00 531.00 7900.00 548.55 .00 548.56 .38 1.07 14631.77 12767.21 47720.000 50.00 .00 .00 531.00 9900.00 550.29 .00 550.30 .28 .99 18550.59 18619.65 * 48350.000 630.00 .00 .00 535.40 5100.00 546.06 .00 546.10 2.26 2.05 4213.84 3390.39 * 48350.000 630.00 .00 .00 535.40 7000.00 547.81 .00 547.84 1.35 1.80 7158.71 6026.70 * 48350.000 630.00 .00 .00 535.40 7900.00 548.57 .00 548.60 1.11 1.71 8561.88 7507.80 * 48350.000 630.00 .00 .00 535.40 9900.00 550.31 .00 550.33 .73 1.53 11845.57 11594.60 1 30NOV12 11:36:31 PAGE 54 55 186P5FP.DAT 11/30/2012 GRAPEVINE CREEK POST-PRO SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 7250.000 5900.00 434.70 .00 .00 -.30 235.20 .00 7250.000 8600.00 436.27 1.56 .00 1.27 244.22 .00 7250.000 9700.00 436.89 .62 .00 1.89 247.81 .00 7250.000 12700.00 438.36 1.47 .00 3.36 256.30 .00 7500.000 5900.00 434.98 .00 .28 .00 206.12 250.00 7500.000 8600.00 436.55 1.57 .29 .00 221.70 250.00 7500.000 9700.00 437.19 .64 .30 .00 247.52 250.00 7500.000 12700.00 438.67 1.48 .31 .00 264.80 250.00 8000.000 5900.00 435.47 .00 .49 .00 208.77 500.00 8000.000 8600.00 437.15 1.69 .60 .00 247.49 500.00 8000.000 9700.00 437.83 .68 .64 .00 258.62 500.00 8000.000 12700.00 439.31 1.48 .65 .00 266.90 500.00 8500.000 5900.00 435.95 .00 .48 .00 198.56 500.00 8500.000 8600.00 437.70 1.75 .55 .00 212.55 500.00 8500.000 9700.00 438.39 .68 .56 .00 230.06 500.00 8500.000 12700.00 439.88 1.49 .57 .00 259.90 500.00 9500.000 5900.00 437.64 .00 1.69 .00 193.83 1000.00 9500.000 8600.00 439.40 1.75 1.69 .00 235.65 1000.00 9500.000 9700.00 440.07 .67 1.68 .00 239.45 1000.00 9500.000 12700.00 441.55 1.48 1.67 .00 247.79 1000.00 10500.000 5900.00 439.73 .00 2.08 .00 221.05 1000.00 10500.000 8600.00 441.39 1.67 2.00 .00 239.95 1000.00 10500.000 9700.00 441.96 .57 1.89 .00 243.21 1000.00 10500.000 12700.00 443.35 1.39 1.80 .00 251.14 1000.00 10850.000 5900.00 440.30 .00 .58 .00 206.10 350.00 10850.000 8600.00 441.98 1.68 .59 .00 247.95 350.00 10850.000 9700.00 442.55 .57 .59 .00 254.39 350.00 10850.000 12700.00 443.95 1.40 .60 .00 270.26 350.00 10935.000 5900.00 440.44 .00 .14 .00 216.54 85.00 10935.000 8600.00 442.12 1.68 .14 .00 238.00 85.00 10935.000 9700.00 442.68 .56 .14 .00 238.00 85.00 10935.000 12700.00 444.07 1.38 .12 .00 238.00 85.00 10936.000 5900.00 440.43 .00 -.01 .00 210.81 1.00 10936.000 8600.00 442.11 1.68 -.01 .00 232.00 1.00 10936.000 9700.00 442.67 .56 -.01 .00 232.00 1.00 56 186P5FP.DAT 11/30/2012 10936.000 12700.00 444.05 1.38 -.02 .00 232.00 1.00 1 30NOV12 11:36:31 PAGE 55 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 11044.000 5900.00 440.63 .00 .21 .00 193.17 108.00 11044.000 8600.00 442.30 1.67 .19 .00 206.07 108.00 11044.000 9700.00 442.87 .57 .20 .00 231.21 108.00 11044.000 12700.00 444.25 1.38 .20 .00 232.00 108.00 11045.000 5900.00 440.67 .00 .04 .00 200.97 1.00 11045.000 8600.00 442.35 1.68 .05 .00 216.15 1.00 11045.000 9700.00 442.93 .58 .06 .00 237.58 1.00 11045.000 12700.00 444.30 1.37 .04 .00 238.00 1.00 11070.000 5900.00 440.70 .00 .03 .00 200.46 25.00 11070.000 8600.00 442.38 1.68 .03 .00 214.05 25.00 11070.000 9700.00 442.96 .58 .03 .00 218.71 25.00 11070.000 12700.00 444.34 1.38 .04 .00 264.79 25.00 11275.000 5900.00 441.09 .00 .39 .00 205.22 205.00 11275.000 8600.00 442.79 1.70 .41 .00 220.41 205.00 11275.000 9700.00 443.37 .59 .42 .00 231.47 205.00 11275.000 12700.00 444.81 1.43 .47 .00 252.49 205.00 11276.000 5900.00 441.07 .00 -.02 .00 204.83 1.00 11276.000 8600.00 442.77 1.70 -.02 .00 219.95 1.00 11276.000 9700.00 443.35 .59 -.02 .00 230.68 1.00 11276.000 12700.00 444.78 1.43 -.02 .00 251.99 1.00 11296.000 5900.00 441.13 .00 .06 .00 205.30 20.00 11296.000 8600.00 442.83 1.70 .06 .00 220.43 20.00 11296.000 9700.00 443.42 .59 .06 .00 232.00 20.00 11296.000 12700.00 444.85 1.43 .07 .00 252.41 20.00 * 11297.000 5900.00 440.53 .00 -.60 .00 200.83 1.00 * 11297.000 8600.00 442.44 1.91 -.39 .00 215.91 1.00 * 11297.000 9700.00 443.05 .61 -.37 .00 221.57 1.00 * 11297.000 12700.00 444.52 1.47 -.33 .00 249.25 1.00 11299.000 5900.00 440.70 .00 .17 .00 202.20 2.00 11299.000 8600.00 442.47 1.77 .03 .00 216.01 2.00 11299.000 9700.00 443.07 .61 .02 .00 221.88 2.00 11299.000 12700.00 444.53 1.46 .02 .00 249.31 2.00 * 11300.000 5900.00 442.88 .00 2.18 .00 218.94 1.00 * 11300.000 8600.00 443.68 .79 1.21 .00 236.54 1.00 * 11300.000 9700.00 444.07 .39 1.00 .00 245.09 1.00 57 186P5FP.DAT 11/30/2012 * 11300.000 12700.00 444.78 .71 .25 .00 251.23 1.00 * 11301.000 5900.00 444.43 .00 1.55 .00 240.89 1.00 * 11301.000 8600.00 445.59 1.16 1.91 .00 259.09 1.00 * 11301.000 9700.00 445.97 .38 1.90 .00 265.09 1.00 * 11301.000 12700.00 447.02 1.04 2.24 .00 274.69 1.00 1 30NOV12 11:36:31 PAGE 56 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 11313.000 5900.00 444.45 .00 .02 .00 241.21 12.00 11313.000 8600.00 445.62 1.17 .03 .00 259.59 12.00 11313.000 9700.00 446.00 .39 .03 .00 265.64 12.00 11313.000 12700.00 447.05 1.05 .03 .00 275.83 12.00 * 11453.000 5900.00 444.41 .00 -.03 .00 213.35 140.00 * 11453.000 8600.00 445.58 1.17 -.04 .00 256.53 140.00 * 11453.000 9700.00 445.97 .39 -.03 .00 270.87 140.00 * 11453.000 12700.00 447.02 1.05 -.03 .00 300.54 140.00 11588.000 5900.00 445.69 .00 1.27 .00 386.22 135.00 * 11588.000 8600.00 447.23 1.54 1.65 .00 603.85 135.00 * 11588.000 9700.00 447.76 .53 1.80 .00 607.62 135.00 * 11588.000 12700.00 449.03 1.27 2.02 .00 616.60 135.00 * 12402.000 5900.00 447.63 .00 1.95 .00 1128.78 815.00 * 12402.000 8600.00 448.71 1.08 1.48 .00 1238.05 815.00 * 12402.000 9700.00 449.11 .40 1.35 .00 1246.68 815.00 * 12402.000 12700.00 450.16 1.04 1.12 .00 1274.24 815.00 * 12820.000 5900.00 448.05 .00 .41 .00 1166.79 430.00 12820.000 8600.00 449.04 .99 .32 .00 1177.15 430.00 12820.000 9700.00 449.41 .38 .30 .00 1181.07 430.00 12820.000 12700.00 450.40 .99 .24 .00 1188.20 430.00 * 13339.000 5900.00 449.09 .00 1.04 .00 1223.76 519.00 * 13339.000 8600.00 449.49 .40 .45 .00 1296.13 519.00 * 13339.000 9700.00 449.88 .39 .46 .00 1363.72 519.00 * 13339.000 12700.00 450.89 1.01 .49 .00 1481.82 519.00 * 13620.000 6900.00 450.82 .00 1.74 .00 1267.57 381.00 * 13620.000 9700.00 451.42 .60 1.93 .00 1271.70 381.00 * 13620.000 11000.00 451.55 .13 1.67 .00 1272.45 381.00 13620.000 14200.00 451.99 .44 1.11 .00 1272.45 381.00 * 13829.000 6900.00 451.17 .00 .35 .00 690.32 209.00 * 13829.000 9700.00 451.80 .63 .38 .00 831.98 209.00 * 13829.000 11000.00 452.01 .21 .46 .00 896.34 209.00 58 186P5FP.DAT 11/30/2012 * 13829.000 14200.00 452.53 .52 .54 .00 910.61 209.00 * 14170.000 6900.00 453.08 .00 1.91 .00 636.76 421.00 * 14170.000 9700.00 453.88 .80 2.08 .00 646.77 421.00 * 14170.000 11000.00 454.20 .32 2.19 .00 650.74 421.00 * 14170.000 14200.00 454.83 .64 2.30 .00 658.73 421.00 * 14495.000 6900.00 453.85 .00 .78 .00 569.44 325.00 14495.000 9700.00 454.72 .86 .84 .00 589.89 325.00 14495.000 11000.00 455.06 .34 .86 .00 597.83 325.00 14495.000 14200.00 455.77 .71 .93 .00 614.58 325.00 1 30NOV12 11:36:31 PAGE 57 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 14820.000 6900.00 455.45 .00 1.59 .00 675.04 325.00 14820.000 9700.00 456.25 .80 1.53 .00 731.30 325.00 14820.000 11000.00 456.58 .34 1.53 .00 757.05 325.00 14820.000 14200.00 457.32 .74 1.56 .00 810.77 325.00 * 15113.000 6900.00 456.02 .00 .57 .00 198.20 293.00 * 15113.000 9700.00 456.90 .89 .66 .00 236.57 293.00 * 15113.000 11000.00 457.26 .35 .67 .00 237.42 293.00 15113.000 14200.00 458.01 .75 .69 .00 239.23 293.00 * 15160.000 6900.00 456.16 .00 .14 .00 129.89 57.00 * 15160.000 9700.00 457.12 .96 .21 .00 133.98 57.00 * 15160.000 11000.00 457.50 .38 .24 .00 135.58 57.00 * 15160.000 14200.00 458.28 .78 .27 .00 138.90 57.00 15310.000 6900.00 456.18 .00 .02 .00 130.01 150.00 15310.000 9700.00 457.16 .98 .04 .00 134.16 150.00 15310.000 11000.00 457.55 .39 .06 .00 135.81 150.00 15310.000 14200.00 458.38 .82 .10 .00 139.31 150.00 * 15600.000 6900.00 456.16 .00 -.02 .00 128.26 90.00 * 15600.000 9700.00 457.14 .97 -.02 .00 129.00 90.00 * 15600.000 11000.00 457.52 .39 -.03 .00 129.00 90.00 * 15600.000 14200.00 458.33 .81 -.04 .00 129.00 90.00 15610.000 6900.00 456.22 .00 .05 .00 128.42 10.00 15610.000 9700.00 457.24 1.02 .10 .00 129.00 10.00 15610.000 11000.00 457.66 .42 .13 .00 129.00 10.00 15610.000 14200.00 460.43 2.77 2.09 .00 129.00 10.00 15630.000 6900.00 456.22 .00 .00 .00 173.44 20.00 15630.000 9700.00 457.26 1.04 .02 .00 180.19 20.00 15630.000 11000.00 457.69 .43 .03 .00 182.97 20.00 59 186P5FP.DAT 11/30/2012 15630.000 14200.00 460.56 2.87 .13 .00 203.10 20.00 15640.000 6900.00 456.28 .00 .06 .00 167.12 10.00 15640.000 9700.00 457.35 1.07 .09 .00 175.16 10.00 15640.000 11000.00 457.80 .44 .11 .00 178.48 10.00 15640.000 14200.00 460.63 2.83 .07 .00 199.69 10.00 15650.000 6900.00 456.30 .00 .02 .00 167.24 10.00 15650.000 9700.00 457.38 1.08 .02 .00 175.32 10.00 15650.000 11000.00 457.82 .45 .03 .00 178.66 10.00 15650.000 14200.00 460.65 2.82 .02 .00 199.89 10.00 15660.000 6900.00 456.19 .00 -.11 .00 146.40 10.00 15660.000 9700.00 457.20 1.01 -.18 .00 153.72 10.00 15660.000 11000.00 457.61 .41 -.21 .00 156.70 10.00 15660.000 14200.00 460.45 2.84 -.20 .00 179.82 10.00 1 30NOV12 11:36:31 PAGE 58 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 15680.000 6900.00 456.39 .00 .20 .00 164.57 20.00 15680.000 9700.00 457.58 1.19 .38 .00 172.29 20.00 15680.000 11000.00 458.09 .51 .47 .00 175.60 20.00 15680.000 14200.00 460.93 2.84 .48 .00 196.56 20.00 15730.000 6900.00 456.56 .00 .17 .00 188.75 50.00 15730.000 9700.00 457.83 1.27 .25 .00 195.84 50.00 15730.000 11000.00 458.37 .54 .28 .00 198.87 50.00 15730.000 14200.00 461.15 2.78 .22 .00 220.91 50.00 16480.000 6900.00 458.30 .00 1.73 .00 708.03 750.00 * 16480.000 9700.00 459.73 1.44 1.90 .00 739.15 750.00 * 16480.000 11000.00 460.33 .60 1.96 .00 740.93 750.00 * 16480.000 14200.00 462.58 2.24 1.42 .00 747.62 750.00 17600.000 7500.00 460.40 .00 2.10 .00 643.63 1120.00 * 17600.000 10500.00 461.55 1.15 1.82 .00 730.15 1120.00 * 17600.000 11800.00 462.04 .49 1.70 .00 731.63 1120.00 * 17600.000 15100.00 463.63 1.60 1.05 .00 736.48 1120.00 * 17980.000 7500.00 461.96 .00 1.56 .00 606.07 380.00 * 17980.000 10500.00 463.07 1.11 1.52 .00 630.74 380.00 * 17980.000 11800.00 463.47 .41 1.43 .00 639.81 380.00 * 17980.000 15100.00 464.64 1.17 1.01 .00 663.35 380.00 18150.000 7500.00 462.06 .00 .10 .00 546.51 170.00 18150.000 10500.00 463.18 1.12 .12 .00 571.88 170.00 18150.000 11800.00 463.60 .41 .12 .00 581.19 170.00 60 186P5FP.DAT 11/30/2012 18150.000 15100.00 464.77 1.17 .13 .00 605.74 170.00 18210.000 7500.00 462.16 .00 .10 .00 529.92 60.00 18210.000 10500.00 463.30 1.14 .11 .00 559.18 60.00 18210.000 11800.00 463.71 .42 .12 .00 569.86 60.00 18210.000 15100.00 464.88 1.17 .12 .00 597.92 60.00 * 18240.000 7500.00 461.78 .00 -.38 .00 480.98 30.00 * 18240.000 10500.00 463.03 1.25 -.26 .00 517.52 30.00 * 18240.000 11800.00 463.47 .44 -.24 .00 531.54 30.00 18240.000 15100.00 464.71 1.24 -.17 .00 567.54 30.00 * 18320.000 7500.00 462.66 .00 .88 .00 540.13 80.00 18320.000 10500.00 463.69 1.03 .66 .00 565.51 80.00 18320.000 11800.00 464.10 .41 .63 .00 575.63 80.00 18320.000 15100.00 465.20 1.09 .49 .00 601.16 80.00 18450.000 7500.00 463.01 .00 .35 .00 537.52 130.00 18450.000 10500.00 464.06 1.05 .36 .00 572.23 130.00 18450.000 11800.00 464.46 .41 .36 .00 588.20 130.00 18450.000 15100.00 465.54 1.07 .34 .00 631.45 130.00 1 30NOV12 11:36:31 PAGE 59 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 18500.000 7500.00 462.79 .00 -.22 .00 436.59 50.00 * 18500.000 10500.00 463.68 .90 -.37 .00 518.13 50.00 * 18500.000 11800.00 464.09 .41 -.37 .00 558.07 50.00 18500.000 15100.00 465.27 1.18 -.27 .00 619.28 50.00 * 18514.000 7500.00 463.39 .00 .60 .00 143.71 14.00 * 18514.000 10500.00 464.00 .61 .32 .00 147.50 14.00 * 18514.000 11800.00 464.11 .11 .02 .00 148.15 14.00 18514.000 15100.00 464.92 .82 -.34 .00 153.25 14.00 18515.000 7500.00 463.36 .00 -.03 .00 138.47 1.00 18515.000 10500.00 463.95 .59 -.05 .00 142.16 1.00 18515.000 11800.00 464.04 .09 -.07 .00 142.74 1.00 18515.000 15100.00 464.83 .78 -.10 .00 147.63 1.00 18565.000 7500.00 463.49 .00 .13 .00 138.63 50.00 18565.000 10500.00 464.21 .72 .26 .00 143.02 50.00 18565.000 11800.00 464.41 .20 .37 .00 144.25 50.00 18565.000 15100.00 465.41 1.00 .58 .00 150.33 50.00 18566.000 7500.00 463.48 .00 -.01 .00 143.61 1.00 18566.000 10500.00 464.17 .70 -.03 .00 147.81 1.00 18566.000 11800.00 464.36 .19 -.05 .00 148.94 1.00 61 186P5FP.DAT 11/30/2012 18566.000 15100.00 465.31 .95 -.10 .00 154.71 1.00 18600.000 7500.00 464.10 .00 .62 .00 494.13 34.00 18600.000 10500.00 465.47 1.37 1.30 .00 537.40 34.00 18600.000 11800.00 466.02 .55 1.66 .00 553.10 34.00 18600.000 15100.00 467.75 1.73 2.44 .00 597.16 34.00 18615.000 7500.00 464.14 .00 .03 .00 495.24 15.00 18615.000 10500.00 465.50 1.37 .03 .00 538.24 15.00 18615.000 11800.00 466.05 .55 .03 .00 553.85 15.00 18615.000 15100.00 467.77 1.72 .02 .00 597.80 15.00 * 18650.000 7500.00 463.59 .00 -.55 .00 418.29 35.00 * 18650.000 10500.00 465.11 1.52 -.40 .00 607.60 35.00 * 18650.000 11800.00 465.76 .65 -.29 .00 629.86 35.00 18650.000 15100.00 467.68 1.92 -.09 .00 741.54 35.00 * .100 7500.00 466.33 .00 2.74 .00 561.38 510.00 * .100 10500.00 467.39 1.07 2.28 .00 582.92 510.00 * .100 11800.00 467.71 .32 1.94 .00 589.27 510.00 .100 15100.00 468.73 1.02 1.05 .00 607.78 510.00 * .200 7500.00 466.93 .00 .60 .00 545.25 390.00 * .200 10500.00 468.17 1.24 .78 .00 620.30 390.00 * .200 11800.00 468.58 .41 .87 .00 632.34 390.00 * .200 15100.00 469.67 1.09 .94 .00 665.13 390.00 1 30NOV12 11:36:31 PAGE 60 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * .300 7500.00 469.03 .00 2.10 .00 541.83 450.00 * .300 10500.00 470.07 1.05 1.90 .00 572.84 450.00 .300 11800.00 470.47 .40 1.89 .00 577.33 450.00 .300 15100.00 471.39 .92 1.72 .00 587.78 450.00 20540.000 7500.00 469.90 .00 .87 .00 438.12 540.00 20540.000 10500.00 471.04 1.14 .97 .00 456.40 540.00 20540.000 11800.00 471.47 .43 1.00 .00 463.15 540.00 20540.000 15100.00 472.45 .98 1.06 .00 480.36 540.00 .500 7500.00 470.46 .00 .56 .00 401.63 435.00 .500 10500.00 471.73 1.27 .69 .00 444.79 435.00 .500 11800.00 472.21 .48 .74 .00 457.93 435.00 .500 15100.00 473.30 1.10 .85 .00 478.74 435.00 * .600 7500.00 470.25 .00 -.21 .00 324.96 390.00 * .600 10500.00 471.39 1.15 -.33 .00 370.84 390.00 * .600 11800.00 471.87 .48 -.34 .00 389.96 390.00 62 186P5FP.DAT 11/30/2012 * .600 15100.00 473.05 1.18 -.26 .00 442.27 390.00 21690.000 7500.00 472.10 .00 1.85 .00 252.46 325.00 21690.000 10500.00 473.60 1.50 2.21 .00 361.41 325.00 21690.000 11800.00 474.13 .53 2.26 .00 393.96 325.00 21690.000 15100.00 475.20 1.07 2.15 .00 426.01 325.00 * 1.000 7500.00 474.71 .00 2.61 .00 279.06 530.00 * 1.000 10500.00 476.43 1.72 2.82 .00 316.64 530.00 * 1.000 11800.00 477.01 .58 2.87 .00 325.64 530.00 * 1.000 15100.00 478.21 1.21 3.01 .00 345.76 530.00 * 22600.000 7500.00 475.50 .00 .79 .00 270.24 380.00 22600.000 10500.00 477.33 1.84 .91 .00 337.17 380.00 22600.000 11800.00 477.97 .64 .97 .00 359.37 380.00 22600.000 15100.00 479.35 1.37 1.13 .00 412.14 380.00 * 2.000 7500.00 477.99 .00 2.49 .00 216.73 570.00 2.000 10500.00 479.51 1.52 2.18 .00 257.03 570.00 2.000 11800.00 480.04 .53 2.07 .00 271.16 570.00 2.000 15100.00 481.30 1.26 1.95 .00 304.70 570.00 23900.000 7500.00 480.03 .00 2.03 .00 310.69 730.00 23900.000 10500.00 481.84 1.82 2.33 .00 359.15 730.00 * 23900.000 11800.00 482.51 .66 2.46 .00 366.30 730.00 * 23900.000 15100.00 484.00 1.49 2.70 .00 375.01 730.00 3.000 7500.00 480.69 .00 .66 .00 233.21 465.00 3.000 10500.00 482.45 1.76 .61 .00 294.78 465.00 3.000 11800.00 483.10 .65 .60 .00 308.73 465.00 3.000 15100.00 484.57 1.46 .56 .00 341.90 465.00 1 30NOV12 11:36:31 PAGE 61 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 4.000 7500.00 481.54 .00 .85 .00 149.65 560.00 * 4.000 10500.00 483.30 1.76 .84 .00 266.05 560.00 * 4.000 11800.00 483.95 .65 .85 .00 320.72 560.00 4.000 15100.00 485.44 1.49 .87 .00 414.97 560.00 5.000 7500.00 482.01 .00 .47 .00 218.42 145.00 5.000 10500.00 483.86 1.84 .56 .00 272.78 145.00 5.000 11800.00 484.53 .68 .58 .00 298.57 145.00 5.000 15100.00 486.00 1.47 .56 .00 358.02 145.00 24930.000 7500.00 482.54 .00 .53 .00 228.15 220.00 24930.000 10500.00 484.46 1.92 .61 .00 259.30 220.00 24930.000 11800.00 485.16 .70 .63 .00 273.24 220.00 63 186P5FP.DAT 11/30/2012 24930.000 15100.00 486.67 1.51 .67 .00 310.03 220.00 6.000 7500.00 482.42 .00 -.12 .00 210.50 90.00 6.000 10500.00 484.30 1.87 -.17 .00 247.30 90.00 6.000 11800.00 484.98 .68 -.18 .00 256.42 90.00 6.000 15100.00 486.46 1.48 -.21 .00 283.83 90.00 * 25085.000 7500.00 481.58 .00 -.84 .00 96.61 80.00 * 25085.000 10500.00 483.23 1.65 -1.06 .00 179.81 80.00 * 25085.000 11800.00 484.00 .76 -.98 .00 244.16 80.00 * 25085.000 15100.00 485.69 1.69 -.77 .00 302.44 80.00 * 25135.000 7500.00 483.25 .00 1.67 .00 156.72 50.00 * 25135.000 10500.00 485.28 2.02 2.04 .00 226.84 50.00 * 25135.000 11800.00 485.91 .64 1.92 .00 315.72 50.00 25135.000 15100.00 487.08 1.16 1.39 .00 354.82 50.00 25185.000 7500.00 483.66 .00 .41 .00 250.02 50.00 25185.000 10500.00 486.01 2.35 .73 .00 312.34 50.00 25185.000 11800.00 486.76 .75 .84 .00 330.13 50.00 25185.000 15100.00 488.12 1.36 1.04 .00 364.09 50.00 25235.000 7500.00 484.32 .00 .66 .00 264.80 50.00 25235.000 10500.00 486.40 2.08 .39 .00 330.15 50.00 25235.000 11800.00 487.10 .70 .34 .00 356.27 50.00 25235.000 15100.00 488.43 1.33 .31 .00 401.76 50.00 * 25285.000 7500.00 483.05 .00 -1.27 .00 158.30 50.00 * 25285.000 10500.00 485.02 1.97 -1.38 .00 246.25 50.00 * 25285.000 11800.00 486.07 1.04 -1.03 .00 292.51 50.00 * 25285.000 15100.00 487.37 1.31 -1.05 .00 341.50 50.00 * 25335.000 7500.00 485.87 .00 2.82 .00 311.51 50.00 * 25335.000 10500.00 487.97 2.10 2.95 .00 390.92 50.00 * 25335.000 11800.00 488.60 .62 2.53 .00 408.15 50.00 * 25335.000 15100.00 489.77 1.18 2.40 .00 440.02 50.00 1 30NOV12 11:36:31 PAGE 62 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 25385.000 7500.00 485.98 .00 .12 .00 363.09 50.00 25385.000 10500.00 488.11 2.13 .14 .00 460.20 50.00 25385.000 11800.00 488.75 .64 .15 .00 476.22 50.00 25385.000 15100.00 489.97 1.22 .19 .00 506.99 50.00 25470.000 7500.00 486.08 .00 .10 .00 270.35 85.00 25470.000 10500.00 488.16 2.08 .05 .00 545.54 85.00 25470.000 11800.00 488.80 .63 .05 .00 593.49 85.00 64 186P5FP.DAT 11/30/2012 25470.000 15100.00 490.02 1.23 .05 .00 714.87 85.00 25500.000 7500.00 487.11 .00 1.03 .00 391.17 30.00 25500.000 10500.00 489.03 1.92 .86 .00 644.65 30.00 25500.000 11800.00 489.54 .51 .74 .00 696.34 30.00 25500.000 15100.00 490.53 .99 .51 .00 761.31 30.00 25585.000 7500.00 487.10 .00 -.01 .00 255.60 85.00 25585.000 10500.00 488.99 1.89 -.03 .00 346.58 85.00 25585.000 11800.00 489.49 .50 -.05 .00 378.90 85.00 25585.000 15100.00 490.45 .96 -.08 .00 607.02 85.00 * 25635.000 7500.00 486.79 .00 -.31 .00 177.88 50.00 * 25635.000 10500.00 488.65 1.86 -.34 .00 401.23 50.00 * 25635.000 11800.00 489.14 .49 -.35 .00 420.92 50.00 * 25635.000 15100.00 490.06 .92 -.39 .00 462.09 50.00 25685.000 7500.00 487.31 .00 .52 .00 199.86 50.00 25685.000 10500.00 489.26 1.95 .60 .00 409.18 50.00 25685.000 11800.00 489.79 .53 .65 .00 427.92 50.00 25685.000 15100.00 490.85 1.06 .78 .00 525.83 50.00 25725.000 7500.00 487.50 .00 .19 .00 234.61 40.00 25725.000 10500.00 489.45 1.95 .19 .00 418.49 40.00 25725.000 11800.00 489.99 .54 .20 .00 434.73 40.00 25725.000 15100.00 491.08 1.09 .23 .00 550.97 40.00 * 25785.000 7500.00 487.86 .00 .36 .00 362.54 60.00 * 25785.000 10500.00 489.86 2.00 .41 .00 436.12 60.00 * 25785.000 11800.00 490.43 .57 .44 .00 482.87 60.00 * 25785.000 15100.00 491.59 1.16 .51 .00 598.99 60.00 25820.000 7600.00 487.86 .00 .00 .00 456.17 63.00 25820.000 10600.00 489.89 2.03 .03 .00 555.26 63.00 25820.000 11900.00 490.47 .58 .04 .00 577.08 63.00 25820.000 15100.00 491.67 1.20 .08 .00 585.00 63.00 * 26170.000 7600.00 488.01 .00 .15 .00 261.92 350.00 * 26170.000 10600.00 490.01 2.00 .12 .00 398.45 350.00 * 26170.000 11900.00 490.59 .58 .12 .00 415.25 350.00 * 26170.000 15100.00 491.80 1.21 .13 .00 446.03 350.00 1 30NOV12 11:36:31 PAGE 63 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 26550.000 7600.00 488.76 .00 .74 .00 190.94 380.00 26550.000 10600.00 490.60 1.84 .59 .00 269.08 380.00 26550.000 11900.00 491.16 .57 .57 .00 295.33 380.00 65 186P5FP.DAT 11/30/2012 26550.000 15100.00 492.35 1.18 .54 .00 350.18 380.00 26880.000 7600.00 489.44 .00 .68 .00 158.98 330.00 26880.000 10600.00 491.24 1.80 .65 .00 259.69 330.00 26880.000 11900.00 491.83 .59 .67 .00 307.05 330.00 26880.000 15100.00 493.10 1.27 .75 .00 403.58 330.00 * 27050.000 6700.00 489.76 .00 .32 .00 148.19 165.00 * 27050.000 9400.00 491.72 1.96 .47 .00 259.45 165.00 27050.000 10500.00 492.42 .70 .58 .00 310.33 165.00 27050.000 13400.00 494.03 1.62 .93 .00 429.53 165.00 * 27400.000 6700.00 492.12 .00 2.36 .00 374.54 420.00 * 27400.000 9400.00 494.08 1.97 2.37 .00 591.55 420.00 * 27400.000 10500.00 494.68 .60 2.27 .00 598.64 420.00 * 27400.000 13400.00 495.98 1.30 1.95 .00 629.16 420.00 27540.000 6700.00 492.48 .00 .37 .00 103.53 140.00 27540.000 9400.00 494.17 1.69 .09 .00 106.33 140.00 * 27540.000 10500.00 494.67 .49 -.02 .00 107.14 140.00 27540.000 13400.00 496.08 1.41 .10 .00 612.28 140.00 27570.000 6700.00 492.63 .00 .15 .00 103.44 30.00 27570.000 9400.00 494.38 1.75 .21 .00 106.34 30.00 27570.000 10500.00 494.91 .53 .25 .00 107.22 30.00 * 27570.000 13400.00 499.48 4.57 3.40 .00 780.06 30.00 27620.000 6700.00 492.50 .00 -.13 .00 232.87 50.00 27620.000 9400.00 494.68 2.18 .30 .00 484.05 50.00 27620.000 10500.00 495.60 .92 .69 .00 590.55 50.00 27620.000 13400.00 499.49 3.89 .02 .00 726.74 50.00 30130.000 6700.00 500.67 .00 8.16 .00 155.06 2510.00 30130.000 9400.00 502.03 1.37 7.35 .00 233.73 2510.00 30130.000 10500.00 502.19 .15 6.58 .00 242.14 2510.00 * 30130.000 13400.00 501.72 -.47 2.23 .00 222.32 2510.00 30189.000 6700.00 500.73 .00 .07 .00 93.92 59.00 30189.000 9400.00 502.02 1.28 -.02 .00 97.86 59.00 30189.000 10500.00 502.15 .13 -.04 .00 98.14 59.00 30189.000 13400.00 501.75 -.40 .03 .00 97.07 59.00 * 30190.000 6700.00 500.65 .00 -.08 .00 86.66 1.00 * 30190.000 9400.00 501.88 1.23 -.13 .00 90.47 1.00 * 30190.000 10500.00 501.98 .10 -.17 .00 90.77 1.00 * 30190.000 13400.00 501.37 -.61 -.38 .00 88.90 1.00 1 30NOV12 11:36:31 PAGE 64 66 186P5FP.DAT 11/30/2012 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 30200.000 6700.00 500.82 .00 .17 .00 87.19 10.00 30200.000 9400.00 502.18 1.36 .30 .00 91.11 10.00 30200.000 10500.00 502.40 .22 .42 .00 91.47 10.00 30200.000 13400.00 503.20 .80 1.83 .00 92.73 10.00 * 30201.000 6700.00 501.10 .00 .28 .00 95.05 1.00 * 30201.000 9400.00 502.64 1.54 .46 .00 99.18 1.00 * 30201.000 10500.00 502.99 .35 .59 .00 99.90 1.00 * 30201.000 13400.00 504.18 1.19 .98 .00 102.90 1.00 30250.000 6700.00 501.55 .00 .45 .00 205.19 49.00 30250.000 9400.00 503.47 1.92 .83 .00 306.94 49.00 30250.000 10500.00 504.03 .56 1.04 .00 337.70 49.00 * 30250.000 13400.00 505.77 1.74 1.59 .00 439.14 49.00 31310.000 6700.00 503.64 .00 2.09 .00 193.59 1060.00 31310.000 9400.00 505.55 1.91 2.09 .00 382.16 1060.00 31310.000 10500.00 506.15 .60 2.13 .00 419.25 1060.00 31310.000 13400.00 507.67 1.52 1.90 .00 542.50 1060.00 31480.000 6700.00 503.99 .00 .35 .00 105.46 170.00 31480.000 9400.00 505.78 1.78 .22 .00 111.73 170.00 * 31480.000 10500.00 506.44 .66 .28 .00 118.84 170.00 * 31480.000 13400.00 507.54 1.10 -.14 .00 119.32 170.00 31500.000 6700.00 504.06 .00 .06 .00 105.70 20.00 31500.000 9400.00 505.86 1.80 .09 .00 112.33 20.00 31500.000 10500.00 506.60 .74 .16 .00 118.91 20.00 31500.000 13400.00 507.80 1.20 .26 .00 119.43 20.00 31550.000 6700.00 504.34 .00 .28 .00 200.95 50.00 31550.000 9400.00 506.46 2.12 .60 .00 411.69 50.00 * 31550.000 10500.00 507.48 1.02 .88 .00 513.88 50.00 * 31550.000 13400.00 509.45 1.97 1.65 .00 606.31 50.00 * 34730.000 6700.00 512.28 .00 7.94 .00 305.11 3180.00 * 34730.000 9400.00 513.47 1.19 7.01 .00 405.80 3180.00 * 34730.000 10500.00 513.73 .26 6.25 .00 436.56 3180.00 * 34730.000 13400.00 514.48 .75 5.03 .00 475.68 3180.00 * 37100.000 7300.00 519.16 .00 6.88 .00 398.62 2370.00 * 37100.000 10000.00 520.26 1.11 6.79 .00 539.59 2370.00 * 37100.000 11200.00 520.72 .46 6.99 .00 709.90 2370.00 * 37100.000 14200.00 521.63 .91 7.15 .00 1094.88 2370.00 * 38200.000 7300.00 520.96 .00 1.81 .00 596.83 1100.00 * 38200.000 10000.00 522.12 1.16 1.86 .00 683.66 1100.00 * 38200.000 11200.00 522.57 .44 1.84 .00 760.03 1100.00 * 38200.000 14200.00 523.47 .90 1.84 .00 1227.70 1100.00 67 186P5FP.DAT 11/30/2012 1 30NOV12 11:36:31 PAGE 65 SECNO Q CWSEL DIFWSP DIFWSX DIFKSS TOPWID XLCH * 38380.000 7300.00 520.92 .00 -.04 .00 227.56 180.00 * 38380.000 10000.00 522.06 1.13 -.06 .00 872.49 180.00 * 38380.000 11200.00 522.54 .48 -.03 .00 1120.55 180.00 * 38380.000 14200.00 523.53 .99 .06 .00 1630.09 180.00 38420.000 7300.00 520.95 .00 .03 .00 227.06 40.00 38420.000 10000.00 522.09 1.14 .03 .00 234.79 40.00 38420.000 11200.00 522.57 .48 .03 .00 238.02 40.00 38420.000 14200.00 523.54 .98 .02 .00 244.67 40.00 * 38500.000 7300.00 521.02 .00 .07 .00 225.46 80.00 * 38500.000 10000.00 522.16 1.13 .07 .00 233.19 80.00 * 38500.000 11200.00 522.63 .47 .06 .00 236.40 80.00 * 38500.000 14200.00 523.60 .98 .06 .00 242.99 80.00 38580.000 7300.00 521.00 .00 -.03 .00 222.61 80.00 38580.000 10000.00 522.12 1.12 -.04 .00 230.24 80.00 38580.000 11200.00 522.59 .47 -.04 .00 233.43 80.00 38580.000 14200.00 523.56 .97 -.05 .00 240.01 80.00 38620.000 7300.00 521.04 .00 .04 .00 222.22 40.00 38620.000 10000.00 522.18 1.14 .06 .00 229.94 40.00 38620.000 11200.00 522.65 .47 .06 .00 233.17 40.00 38620.000 14200.00 523.64 .98 .08 .00 239.86 40.00 38670.000 7300.00 521.06 .00 .02 .00 221.72 50.00 38670.000 10000.00 522.19 1.13 .02 .00 229.43 50.00 38670.000 11200.00 522.67 .47 .02 .00 232.65 50.00 38670.000 14200.00 523.65 .98 .01 .00 239.35 50.00 * 39720.000 7300.00 523.21 .00 2.15 .00 496.93 1050.00 * 39720.000 10000.00 523.75 .55 1.56 .00 534.50 1050.00 * 39720.000 11200.00 523.98 .23 1.31 .00 550.04 1050.00 * 39720.000 14200.00 524.62 .64 .97 .00 595.69 1050.00 * 41180.000 5100.00 527.86 .00 4.65 .00 1406.61 1460.00 * 41180.000 7000.00 528.57 .71 4.82 .00 2009.11 1460.00 * 41180.000 7900.00 528.83 .26 4.85 .00 2084.78 1460.00 * 41180.000 9900.00 529.36 .53 4.74 .00 2234.47 1460.00 * 41950.000 5100.00 528.71 .00 .85 .00 370.07 770.00 * 41950.000 7000.00 529.42 .71 .85 .00 634.57 770.00 * 41950.000 7900.00 529.69 .27 .87 .00 1060.95 770.00 * 41950.000 9900.00 530.23 .54 .87 .00 1341.32 770.00 68 186P5FP.DAT 11/30/2012 * 42050.000 5100.00 527.92 .00 -.79 .00 79.00 100.00 * 42050.000 7000.00 530.87 2.95 1.44 .00 1315.18 100.00 * 42050.000 7900.00 531.11 .25 1.42 .00 1415.18 100.00 * 42050.000 9900.00 531.41 .30 1.18 .00 1606.41 100.00 1 30NOV12 11:36:31 PAGE 66 SECNO Q CWSEL DIFWSP DIFWSX DIFKSS TOPWID XLCH * 42090.000 5100.00 530.98 .00 3.07 .00 1359.04 40.00 * 42090.000 7000.00 534.59 3.61 3.73 .00 2539.78 40.00 * 42090.000 7900.00 535.40 .81 4.29 .00 2728.81 40.00 * 42090.000 9900.00 537.09 1.68 5.67 .00 3122.36 40.00 * 42170.000 5100.00 531.43 .00 .45 .00 1860.60 80.00 42170.000 7000.00 534.61 3.18 .02 .00 2568.17 80.00 42170.000 7900.00 535.42 .81 .01 .00 2747.99 80.00 42170.000 9900.00 537.09 1.68 .01 .00 3130.50 80.00 * 44200.000 5100.00 532.60 .00 1.17 .00 1200.83 2030.00 * 44200.000 7000.00 534.81 2.21 .20 .00 1896.06 2030.00 * 44200.000 7900.00 535.57 .76 .15 .00 2015.52 2030.00 * 44200.000 9900.00 537.19 1.62 .10 .00 2154.12 2030.00 45820.000 5100.00 538.58 .00 5.99 .00 1158.59 1620.00 * 45820.000 7000.00 537.99 -.59 3.18 .00 799.93 1620.00 * 45820.000 7900.00 538.30 .31 2.73 .00 1023.78 1620.00 * 45820.000 9900.00 538.57 .27 1.38 .00 1151.75 1620.00 47450.000 5100.00 542.42 .00 3.84 .00 1072.49 1630.00 * 47450.000 7000.00 543.44 1.02 5.45 .00 1374.10 1630.00 * 47450.000 7900.00 543.63 .19 5.33 .00 1416.69 1630.00 * 47450.000 9900.00 544.10 .47 5.53 .00 1529.10 1630.00 * 47540.000 5100.00 542.18 .00 -.25 .00 1242.52 90.00 47540.000 7000.00 543.48 1.31 .04 .00 1907.44 90.00 47540.000 7900.00 543.69 .21 .06 .00 1949.24 90.00 47540.000 9900.00 544.18 .49 .08 .00 2041.48 90.00 * 47640.000 5100.00 543.35 .00 1.17 .00 1977.90 100.00 * 47640.000 7000.00 543.79 .44 .30 .00 2063.58 100.00 * 47640.000 7900.00 543.98 .19 .29 .00 2102.23 100.00 * 47640.000 9900.00 544.42 .44 .24 .00 2174.65 100.00 * 47670.000 5100.00 546.02 .00 2.67 .00 2250.00 30.00 * 47670.000 7000.00 547.79 1.77 4.00 .00 2250.00 30.00 * 47670.000 7900.00 548.55 .76 4.58 .00 2250.00 30.00 * 47670.000 9900.00 550.29 1.74 5.87 .00 2250.00 30.00 69 186P5FP.DAT 11/30/2012 47720.000 5100.00 546.02 .00 .00 .00 2250.00 50.00 47720.000 7000.00 547.79 1.77 .00 .00 2250.00 50.00 47720.000 7900.00 548.55 .76 .00 .00 2250.00 50.00 47720.000 9900.00 550.29 1.74 .00 .00 2250.00 50.00 * 48350.000 5100.00 546.06 .00 .04 .00 1454.14 630.00 * 48350.000 7000.00 547.81 1.75 .02 .00 1835.08 630.00 * 48350.000 7900.00 548.57 .76 .02 .00 1864.25 630.00 * 48350.000 9900.00 550.31 1.74 .01 .00 1900.00 630.00 1 30NOV12 11:36:31 PAGE 67 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 11297.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11297.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11297.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11297.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 11300.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 11300.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 11300.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 11300.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 11300.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 11300.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 11300.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 11300.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 11300.000 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 11300.000 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 11300.000 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 11300.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 11301.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11301.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11301.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11301.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11453.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11453.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11453.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11453.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11588.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11588.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11588.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 70 186PSFP.DAT 11/30/2012 WARNING SECNO= 12402.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12402.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12402.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12402.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12820.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 13339.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 13339.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 13339.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 13339.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 13339.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 13339.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 13339.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13339.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 30NOV12 11:36:31 PAGE 68 WARNING SECNO= 13620.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13620.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13620.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13829.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13829.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13829.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13829.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14170.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14170.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14170.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14170.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14495.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15113.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15113.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15113.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15160.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15160.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15160.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15160.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15600.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15600.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 71 186PSFP.DAT 11/30/2012 WARNING SECNO= 16480.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17980.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17980.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17980.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17980.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18240.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18240.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18240.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18320.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 30NOV12 11:36:31 PAGE 69 WARNING SECNO= 18500.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 72 186PSFP.DAT 11/30/2012 WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 25085.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 25085.000 PROFILE= 3 MINIMUM SPECIFIC ENERGY WARNING SECNO= 25085.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25135.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25135.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 30NOV12 11:36:31 PAGE 70 WARNING SECNO= 25135.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25285.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25285.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 25285.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 25285.000 PROFILE= 3 MINIMUM SPECIFIC ENERGY WARNING SECNO= 25285.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25785.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25785.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25785.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25785.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 73 186PSFP.DAT 11/30/2012 WARNING SECNO= 26170.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 26170.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 26170.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 26170.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27050.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27050.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27400.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27400.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27400.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27400.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27540.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 27570.000 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 27570.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30130.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 30NOV12 11:36:31 PAGE 71 WARNING SECNO= 30201.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30250.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31480.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31480.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31550.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31550.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34730.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34730.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34730.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34730.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37100.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37100.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37100.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37100.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 74 186PSFP.DAT 11/30/2012 WARNING SECNO= 38200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 39720.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 39720.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 39720.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 39720.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 39720.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 39720.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 39720.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 39720.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 39720.000 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 39720.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 30NOV12 11:36:31 PAGE 72 WARNING SECNO= 41950.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 42050.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 42050.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 42050.000 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY 75 186PSFP.DAT 11/30/2012 CAUTION SECNO= 42050.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 42090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42170.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 45820.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 45820.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 45820.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 45820.000 PROFILE= 3 CRITICAL DEPTH ASSUMED CAUTION SECNO= 45820.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 45820.000 PROFILE= 3 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 45820.000 PROFILE= 4 CRITICAL DEPTH ASSUMED CAUTION SECNO= 45820.000 PROFILE= 4 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 45820.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 47450.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47450.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47450.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47540.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47670.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47670.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 30NOV12 11:36:31 PAGE 73 WARNING SECNO= 47670.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 47670.000 PROFILE= 4 HYDRAULIC JUMP D.S. WARNING SECNO= 47670.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 76 REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX C Hydraulic Output—Duplicate Effective Model (Floodway) 186PSFW.DAT 11/30/2012 1******************************************** *************************************** * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * RUN DATE 30NOV12 TIME 12:14:48 * * (916) 756-1104 ******************************************** *************************************** X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 1 30NOV12 12:14:48 PAGE 1 THIS RUN EXECUTED 30NOV12 12:14:48 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* T1 COPPELL CITY-WIDE STORM WATER MANAGEMENT STUDY (FLOODWAY) T2 PRE-PROJECT CONDITIONS WITH 100 YEAR FEMA DISCHARGE DEC, 2003 T3 GRAPEVINE CREEK POST-PROJECT-186PSFW.DAT (orig:398reext.dat)--HALFF ASSO J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 4 0 0 .0012 0 0 0 435.00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 115 200 1 186P5FW.DAT 11/30/2012 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 J4 11453 15169 NC .045 .045 .040 .3 .5 QT 6 5900 8600 9700 12700 18200 9700 ET 8.1 1700 1993 398PRFW.DAT IS THE PRE-PROJECT MODEL FOR GRAPEVINE CREEK. DUE TO CHANNELIZATION, NON-EFFECTIVE FLOW AREAS WERE ADDED TO THE LEFT OVERBANK IN THE REACH UPSTREAM OF THE EROSION CONTROL STRUCTURE. START IMPROVED CHANNEL SECTION DATA FROM ALBERT H. HALFF ASSOC. INC. CORRESPONDS TO LEVEE SECT. 4870 X1 7250. 15. 1700. 1993. 1100. 550. 650. .15 GR 450.00 1537. 443.03 1537. 442.53 1680. 442.33 1700. 434.00 1725. GR 433.00 1745. 427.80 1766. 426.60 1826. 423.37 1836. 423.37 1846. GR 426.60 1856. 427.80 1916. 433.00 1937. 434.00 1957. 446.99 1993. NC .045 .045 .040 .1 .3 ET 8.1 1694 1993 1 30NOV12 12:14:48 PAGE 2 CORRESPONDS TO LEVEE SECT. 5090 X1 7500. 14. 1694. 1993. 300. 240. 250. GR 450.00 1674. 442.77 1674. 442.57 1694. 437.46 1709. 436.46 1729. GR 427.99 1763. 426.79 1823. 423.67 1833. 423.67 1843. 426.79 1853. GR 427.99 1913. 436.46 1947. 437.46 1967. 447.19 1993. ET 8.1 1694 1993 CORRESPONDS TO LEVEE SECT. 5620 X1 8000. 14. 1694 1993 500. 500. 500. GR 450.00 1674. 443.07 1674. 442.87 1694. 437.36 1710. 436.36 1730. GR 428.20 1763. 427.00 1823. 424.02 1833. 424.02 1843. 427.00 1853. GR 428.20 1913. 436.36 1946. 437.36 1966. 447.43 1993. ET 8.1 1703 1993 CORRESPONDS TO LEVEE SECT. 6165 -- AHH 1990 SECTION "A" X1 8500 14. 1703 1993 480. 550. 500. 2 186P5FW.DAT 11/30/2012 GR 450.00 1683. 443.28 1683. 443.08 1703. 439.01 1715. 438.01 1735. GR 429.83 1767. 428.63 1827. 425.06 1837. 425.06 1847. 428.63 1857. GR 429.83 1917. 438.01 1950. 439.01 1970. 447.61 1993. ET 8.1 1720 1993 CORRESPONDS TO LEVEE SECT. 7175 X1 9500 14. 1720 1993 1000. 1000. 1000. GR 450.00 1700. 444.15 1700. 443.95 1720. 438.57 1736. 437.57 1756. GR 432.46 1776. 431.26 1836. 426.97 1846. 426.97 1856. 431.26 1866. GR 432.46 1926. 437.57 1947. 438.57 1967. 448.31 1993. ET 8.1 1720 1993 CORRESPONDS TO LEVEE SECT. 8125 X1 10500 14. 1720 1993 1050. 950. 1000. GR 450.00 1700. 445.44 1700. 445.24 1720. 440.00 1736. 439.00 1756. GR 433.79 1777. 432.59 1837. 428.78 1847. 428.78 1857. 432.59 1867. GR 433.79 1927. 439.00 1948. 440.00 1968. 449.40 1993. ET 8.1 1693 1993 X1 10850 13. 1693 1993 350. 350. 350. GR 450.0 1693. 445.6 1693. 441.1 1732. 440.1 1752. 434.1 1776. GR 433.0 1836. 429.4 1846. 429.4 1856. 433.0 1866. 434.1 1926. GR 440.1 1950. 441.1 1970. 449.8 1993. 1 30NOV12 12:14:48 PAGE 3 NC 0.3 0.5 QT 6 5900 8600 9700 12700 16600 9700 ET 5.1 1731 1969 8.1 1731 1969 X1 10935 13. 1692 1993 85. 85. 85. X3 10. 1731. 455.0 1969. 455.0 GR 450.0 1692. 445.7 1692. 440.9 1734. 439.9 1754. 434.2 1776. GR 433.0 1836. 429.6 1846. 429.6 1856. 433.0 1866. 434.2 1926. GR 439.9 1949. 440.9 1969. 449.9 1993. ET 8.1 1731 1969 D.S. FACE OF MacARTHUR BLVD. X1 10936 23. 1731 1969 1. 1. 1. BT 7. 1708. 455.0 451.0 1731. 455.1 446.6 1811. 455.9 447.4 BT 1850. 456.1 447.6 1889. 455.9 447.4 1969. 455.1 446.6 1993. BT 455.0 451.0 GR 451.0 1708. 446.6 1731. 441.0 1731. 439.9 1754. 434.2 1776. GR 433.6 1808. 447.4 1808. 447.4 1811. 433.6 1811. 433.0 1836. 3 186P5FW.DAT 11/30/2012 GR 429.6 1846. 429.6 1850. 429.6 1856. 433.0 1866. 433.6 1889. GR 447.4 1889. 447.4 1892. 433.6 1892. 434.2 1926. 439.9 1949. GR 440.9 1969. 446.6 1969. 451.0 1993. ET 8.1 1731 1969 U.S. FACE OF MaCARTHUR BLVD. X1 11044 23. 1731 1969 108. 108. 108. ST 7. 1708. 455.0 451.0 1731. 455.1 446.6 1811. 455.9 447.4 ST 1850. 456.1 447.6 1889. 455.9 447.4 1969. 455.1 446.6 1993. ST 455.0 451.0 GR 451.0 1708. 446.6 1731. 442.8 1731. 442.8 1742. 434.3 1774. GR 433.6 1808. 447.4 1808. 447.4 1811. 433.6 1811. 433.1 1834. GR 429.8 1844. 429.8 1850. 429.8 1854. 433.1 1864. 433.6 1889. GR 447.4 1889. 447.4 1892. 433.6 1892. 434.3 1924. 442.3 1956. GR 442.9 1969. 446.6 1969. 451.0 1993. NC .065 .065 .040 ET 5.1 1731 1969 8.1 1691 1978 X1 11045 13. 1742. 1956. 1. 1. 1. X3 10. 1731. 455.0 1969. 455.0 GR 450.0 1691. 445.9 1691. 443.3 1722. 442.3 1742. 434.3 1774. GR 433.1 1834. 429.8 1844. 429.8 1854. 433.1 1864. 434.3 1924. GR 442.3 1956. 443.3 1976. 450.0 1993. ET 8.1 1715 1957 X1 11070 13. 1690 1978 25. 25. 25. GR 450.0 1690. 446.0 1690. 444.0 1719. 443.0 1739. 434.7 1771. GR 433.2 1833. 429.8 1843. 429.8 1853. 433.2 1863. 434.7 1923. GR 443.0 1958. 444.0 1978. 450.0 1993. 1 30NOV12 12:14:48 PAGE 4 NC .065 .065 .055 0.1 0.3 ET 8.1 1715 1957 D.S. FACE OF ECS X1 11275 12. 1715. 1957. 205. 205. 205. OR 450.0 1689. 447.4 1689. 447.4 1715. 434.9 1771. 433.4 1831. OR 430.31 1841. 430.31 1851. 433.4 1861. 434.9 1921. 443.0 1957. GR 444.0 1977. 450.1 1993. ET 8.1 1715 1957 X1 11276 9. 1715. 1957. 1. 1. 1. GR 450.0 1689. 447.5 1689. 447.5 1715. 434.9 1771. 433.0 1846. GR 434.9 1921. 443.0 1957. 444.0 1977. 450.1 1993. 4 186P5FW.DAT 11/30/2012 ET 8.1 1715 1957 X1 11296 0. 20. 20. 20. ET 8.1 1715 1958 X1 11297 12. 1715. 1958. 1. 1. 1. GR 450.0 1688. 448.0 1688. 448.0 1715. 437.0 1765. 437.0 1832. GR 435.0 1832. 435.0 1835. 437.0 1835. 437.0 1938. 443.0 1958. GR 444.0 1978. 455.0 2022. ET 8.1 1715 1958 X1 11299 12. 1715. 1958. 2. 2. 2. GR 450.0 1688. 448.0 1688. 448.0 1715. 437.0 1765. 437.0 1832. GR 435.0 1832. 435.0 1835. 437.0 1835. 437.0 1938. 443.0 1958. GR 444.0 1978. 455.0 2022. ET 8.1 1715 1958 X1 11300 12. 1715. 1958. 1. 1. 1. GR 450.0 1688. 448.0 1688. 448.0 1715. 440.0 1752. 440.0 1832. GR 435.0 1832. 435.0 1835. 440.0 1835. 440.0 1948. 443.0 1958. GR 444.0 1978. 455.0 2022. 11301 IS A REPEATED SECTION FROM 11313 NC 0.3 0.5 NH 5 .065 1715 .05 1750 .04 1860 .05 1985 .065 NH 2010 ET 8.1 1715 1958 X1 11301 8. 1715. 1985. 1. 1. 1. GR 450.0 1685. 448.0 1685. 447.0 1715. 439.0 1750. 435.0 1820. GR 435.0 1860. 446.0 1985. 452.0 2010. 1 30NOV12 12:14:48 PAGE 5 NH 5 .065 1715 .05 1750 .04 1860 .05 1985 .065 NH 2010 ET 8.1 1715 1985 X1 11313 8. 1715. 1985. 12. 12. 12. GR 450.0 1685. 448.0 1685. 447.0 1715. 439.0 1750. 435.0 1820. GR 435.0 1860. 446.0 1985. 452.0 2010. NH 5 .065 1094 .05 1116 .04 1141 .05 1173 .065 NH 1359 ET 8.1 1049 1310 X1 11453 16 1094 1173 116 119 140 GR 448 1000 446 1039 444 1059 442 1070 440 1094 GR 438 1107 435.07 1116 435.07 1141 438 1153 440 1173 GR 444 1257 446 1311 448 1328 450 1338 452 1342 5 186P5FW.DAT 11/30/2012 GR 454 1359 NC 0.060 0.060 0.055 ET 5.1 1298 1992 8.1 1310 1900 X1 11588 12 1626 1698 170 94 135 X3 1298 470 GR 449.5 1000 446 1008 444 1014 446 1135 446 1482 GR 444 1626 442 1633 435.14 1655 435.14 1675 442 1698 GR 442 1865 460 1992 NC 0.1 0.3 ET 5.1 1211 2530 8.1 1625 2478 X1 12402 21 2379 2435 670 644 815 X3 1211 470 GR 452.8 1000 452.8 1042 443.7 1089 444 1353 446 1625 GR 448 2113 450 2129 450 2137 444 2196 446 2217 GR 446 2351 444 2379 442 2384 435.72 2398 435.72 2418 GR 442 2431 444 2435 444 2462 446 2470 458 2514 GR 460 2530 GR 442 2431 444 2435 444 2462 460 2530 QT 6 5900 8600 9700 12700 16500 9700 ET 5.1 632 1944 8.1 1100 1880 X1 12820 38 1780 1856 254 450 430 X3 632 470 GR 454. 570. 454. 682. 445. 722. 445. 722. 444. 891. GR 444. 962. 446. 1138. 446. 1159. 446. 1470. 448. 1640. GR 448. 1653. 446. 1658. 444. 1662. 442. 1691. 442. 1699. GR 444. 1736. 446. 1741. 446. 1780. 444. 1787. 442. 1797. GR 440. 1805. 438. 1808. 436. 1810. 436. 1830. 438. 1839. GR 440. 1845. 442. 1850. 444. 1856. 446. 1871. 448. 1875. GR 450. 1887. 452. 1905. 454. 1925. 456. 1937. 458. 1949. GR 460. 1964. 468. 1999. 470. 2009. GR440. 1845. 442. 1850. 444. 1856. 446. 1861. 448. 1862. GR450. 1870. 452. 1887. 454. 1902. 456. 1921. 458. 1937. GR460. 1944. 1 30NOV12 12:14:48 PAGE 6 ET 5.1 1134 2685 8.1 1603 2300 X1 13339 21 2003 2056 502 532 519 X3 1134 470 2685 470 GR 454.5 1121 454.5 1170 448.4 1214 448 1536 449 1689 GR 450 1841 450 1936 448 1976 446 2003 442 2012 GR 437.15 2020 437.15 2035 442 2042 448 2056 448 2088 6 186P5FW.DAT 11/30/2012 GR 446 2095 446 2122 448 2189 448 2284 450 3055 GR 450 3563 QT 6 6900 9700 11000 14200 16100 11000 ET 5.1 705 2050 8.1 1185 1850 X1 13620 16. 1453. 1533. 364 399 381 X3 705 470 GR 454.8 665. 454.8 755. 449 795. 450. 1185. 449.3 1340. GR 450. 1440. 450. 1453. 448. 1462. 440. 1482. 438. 1500. GR 440. 1518. 448. 1533. 448.8 1580. 448. 1690. 448. 1850. GR 449. 2050. 460. 2050. ET 8.1 1270 1750 X1 13829 26 1493 1564 215 197 209 GR 455.8 921 455.8 949 454.6 966 454 1000 452 1032 GR 446 1049 446 1082 450 1097 452 1176 452 1197 GR 450 1416 450 1481 452 1493 450 1500 442 1520 GR 438.5 1535 442 1548 450 1564 450 1591 448 1612 GR 446.5 1619 448 1627 450 1651 450 1805 452 1928 GR 458 1997 ET 8.1 1550 2100 X1 14170 16 1782 1847 435 412 426 GR 458.6 1444 458.6 1499 451.3 1534 451.4 1534 451.4 1600 GR 451.1 1700 450.2 1782 439.8 1800 440.4 1826 450.4 1847 GR 449.2 1900 450.3 2000 449.7 2100 449.0 2131 458.0 2200 GR 467.6 2300 477.1 2400 14495 ADDED 9-12-00 NH 3 .07 1243 .07 1263 .05 1875 ET 8.1 1149 1559 X1 14495 18 1227 1271 332 250 325 GR 459.6 1069 459.6 1114 453.2 1149 452 1217 450 1227 GR 442 1241 440.3 1243 440.3 1263 442 1263 448 1271 GR 450 1278 450 1296 452 1311 452 1461 451.6 1559 GR 452 1681 456 1754 470 1875 14820 ADDED 9-12-00 1 30NOV12 12:14:48 PAGE 7 7 186P5FW.DAT 11/30/2012 NH 3 .07 1185 .05 1204 .07 2049 ET 5.1 1089 2012 8.1 1114 1650 X1 14820 17 1157 1228 348 305 325 X3 1089 470 2012 470 GR 462.9 1023 462.9 1114 454.5 1149 454 1157 448 1178 GR 442 1185 440.8 1187 440.8 1202 442 1204 454 1228 GR 454 1368 452 1401 452 1596 454 1728 456 1855 GR 458 2000 460 2049 NC .020 .05 .050 ET 5.1 1000 1300 8.1 1044 1300 X1 15113 11 1044 1178 242 466 293 X3 1300 470 GR 465.5 1000 465 1044 440 1104 440 1164 456 1178 GR 456 1260 456.1 1283 456 1321 455.7 1426 463.4 1455 GR 463.4 1476 ***************************************************************************** Update Beltline Road Bridge based new expanded bridge construction plan by HA Remove the Section 15350, 15440 (old downstream bridge section), 15470 (old u stream bridge section) and 15520 replaced with new Section 15160 (downstream new bridge section) and 15310 (upstream of new bridge section) . The reach len are adjusted accordingly. New Downstream Beltline Road Bridge Section 15160 Reduce the 'n' value from 0.05-0.07 to 0.035 to reflect the new bridge sectio NC .035 .035 .035 0.3 0.5 ET 8.1 426 580.1 X1 15160 6 426 580.1 30 75 57 X3 10 468.6 467.8 GR 468.6 426 461.87 426 440 472.3 440 533.8 461.87 580.1 GR 467.8 580.1 ET 8.11 426 580.1 SB 1.05 1.56 3.0 61.8 5 2251 2 440 440 Repeat Upstream Bridge Section from its downstream section X1 15310 150 150 150 X2 1 461.87 467.8 X3 10 468.6 467.8 BT 2 426 468.6 461.87 580.1 467.8 461.87 8 186P5FW.DAT 11/30/2012 ***************************************************************************** End of Beltline Bridge Update (Reach Length adjusted at this section) 1 30NOV12 12:14:48 PAGE 8 and "n" value back to original NC .07 .07 .05 0.3 0.5 ET 8.11 1335.5 1435.5 X1 15600 28 1321 1450 40 90 90 X3 10 459.4 459.4 GR 462.7 1000 462.6 1100 462.6 1200 462.8 1300 462.7 1321 GR 455.0 1321 448.4 1333 448.4 1334 442.4 1349 442.4 1350 GR 442.3 1378 442.3 1379 441.6 1392 445.5 1400 446.0 1410 GR 446.0 1411 449.0 1423 449.0 1424 452.6 1437 452.6 1438 GR 456.4 1450 461.7 1450 462.9 1500 463.4 1600 463.8 1700 GR 464.2 1800 464.8 1900 465.4 2000 ET 8.11 1335.5 1435.5 SB 1.05 2.475 2.5 66.2 6 1589.35 1.85 442.4 442.4 X1 15610 10 10 10 X2 1 459.4 461.7 X3 10 459.4 459.4 BT 2 1321 462.7 459.4 1450 461.7 459.4 ET 8.1 1112.5 1212.5 NC .070 .070 .050 0.1 0.3 X1 15630 24 1115 1210 30 10 20 GR 470 1000 468 1020 466 1026 464 1038 462 1045 GR 460 1052 458 1060 456 1068 454 1100 452 1105 GR 450 1115 442 1130 441.8 1132 441.7 1158 442 1160 GR 450 1210 452 1220 454 1230 456 1240 460 1250 GR 461.76 1260 462 1470 464 1770 466 1970 NC .1 .3 ET 8.1 1101 1201 X1 15640 24 1102 1200 10 10 10 GR 470 1000 468 1015 466 1025 464 1035 462 1042 GR 460 1052 458 1060 456 1070 454 1085 452 1092 GR 450 1102 442 1126 441.8 1128 441.7 1154 442 1156 GR 450 1200 452 1215 454 1225 456 1235 460 1245 GR 461.76 1255 462 1465 464 1765 466 1965 ET 8.1 1101 1201 X1 15650 0 0 0 10 10 10 0 ET 8.1 1072.0 1187.0 X1 15660 24 1089 1170 10 10 10 GR 470 1000 468 1010 466 1020 464 1030 462 1040 9 186P5FW.DAT 11/30/2012 GR 460 1050 458 1058 456 1065 454 1075 452 1082 GR 450 1089 442 1105 441.8 1107 441.7 1133 442 1135 GR 450 1170 452 1190 454 1200 456 1210 460 1225 GR 461.76 1235 462 1445 464 1745 466 1945 1 30NOV12 12:14:48 PAGE 9 NC .07 .07 .05 .1 .3 ET 8.1 1052 1240 X1 15680 24 1052 1240 20 15 20 GR 470 1000 468 1012 466 1023 464 1038 462 1045 GR 460 1052 458 1060 456 1068 454 1075 452 1082 GR 450 1088 442 1102 441.83 1104 441.73 1130 442 1132 GR 450 1160 452 1185 454 1220 456 1230 460 1240 GR 461.76 1250 462 1460 464 1750 466 1950 ET 8.1 1099 1470 X1 15730 20 1099 1307 50 30 50 GR 470 1000 468 1055 466 1070 464 1080 462 1088 GR 460 1099 450 1130 442 1142 441.85 1144 441.75 1170 GR 442 1172 450 1192 452 1210 454 1287 456 1297 GR 460 1307 461.76 1317 462 1527 464 1817 466 2017 NC .07 .07 .05 .1 .3 QT 6 6900 9700 11000 14200 16300 11000 ET 8.1 1390 2028 X1 16480 27 1634 1722 830 650 750 GR 485.5 1000 480.4 1100 473.9 1200 470.0 1300 470.0 1390 GR 459.5 1390 458.7 1400 456.3 1500 454.9 1600 457.1 1634 GR 445.0 1665 442.7 1683 443.8 1700 457.2 1722 455.9 1800 GR 455.6 1900 455.6 2000 456.1 2100 455.3 2116 465.4 2146 GR 470.0 2146 470.0 2151 470.0 2170 470.0 2200 470.0 2261 GE 470.0 2300 470.0 2322 QT 6 7500 10500 11800 15100 16000 11800 ET 8.1 1255 1870 X1 17600 15 1535 1610 1160 1000 1120 GR 480.0 950 470.0 980 470.0 1140 460.0 1140 459.0 1410 GR 458.7 1520 457.5 1535 445.8 1561 445.0 1572 446.0 1590 GR 459.5 1610 459.6 1710 460.8 1820 461.5 1870 471.4 1900 ET 8.1 1305 1672 X1 17980 22 1400 1590 600 260 380 GR 470 1000 470 1030 470 1070 470 1090 464.67 1090 GR 464 1100 462 1138 460 1165 458 1205 458 1400 GR 456 1495 454 1505 452 1522 450 1530 446.1 1550 GR 450 1570 458 1590 460 1730 462 1745 468 1765 GR 469.2 1770 470 2100 10 186P5FW.DAT 11/30/2012 ET 8.1 1321 1649 X1 18150 19 1480 1550 160 180 170 GR 470 1000 470 1030 470 1045 470 1050 465.71 1050 GR 464 1080 462 1120 460 1145 458 1220 458 1255 GR 458 1480 450 1495 446.6 1510 450 1530 460 1550 GR 460 1595 460 1660 469.7 1685 470 1810 1 30NOV12 12:14:48 PAGE 10 ET 8.1 1340 1650 X1 18210 18 1490 1545 60 65 60 GR 470 1000 470 1030 470 1045 470 1050 465.71 1050 GR 464 1085 462 1130 460 1150 458 1240 458 1490 GR 450 1510 446.8 1525 450 1535 460 1545 460 1605 GR 460 1650 469.85 1680 470 1730 ET 8.1 1290 1625 X1 18240 16 1480 1553 30 30 30 GR 470 1000 470 1035 470 1042 467.07 1042 466 1050 GR 464 1090 462 1140 460 1155 460 1480 450 1520 GR 446.9 1530 450 1540 460 1553 460 1610 469.9 1680 GR 470 1700 ET 8.1 1340 1740 X1 18320 16 1510 1580 80 80 80 GR 470 1000 470 1040 470 1052 467.09 1052 466 1062 GR 464 1105 462 1150 460 1195 460 1450 460 1510 GR 450 1535 447.1 1542 450 1560 460 1580 460 1670 GR 470 1690 ET 8.1 1245 1735 X1 18450 19 1465 1530 120 160 130 GR 470 1000 470 1055 470 1065 467.20 1065 466 1080 GR 464 1130 462 1170 460 1240 460 1385 460 1465 GR 450 1480 447.5 1490 450 1510 460 1530 462 1675 GR 464 1700 466 1730 468 1770 470 1780 ET 8.1 4800 5150 X1 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 4983 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 11 186P5FW.DAT 11/30/2012 NC .028 .3 .5 ET 8.11 1390 1795.0 X1 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 GR 473.5 1807 473.6 1857 473.6 1898 473.3 1907 1 30NOV12 12:14:48 PAGE 11 ET 8.11 1400 1790.0 X1 18515 38 1513 1680.7 1 1 1 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 473.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1410 1780.0 X1 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 ET 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 OR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 12 186P5FW.DAT 11/30/2012 ET 8.11 1470 1720 X1 18566 33 1540.15 1651.3 1 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 NC .05 ET 8.1 1290 1555 X1 18600 19 1350 1500 34 34 34 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 1 30NOV12 12:14:48 PAGE 12 ET 8.1 1275 1565 X1 18615 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 8.1 1690 1980 X1 18650 32 1805 1868 35 35 35 .7 GR 482.6 1100 478.3 1200 469.2 1300 465.2 1372 463.3 1376 GR 467.3 1384 466.8 1400 466.5 1416 463.4 1434 463.6 1500 GR 462.3 1600 461.6 1700 462.4 1805 447.5 1830 446.8 1841 GR 448.1 1853 462.0 1868 462.3 1900 463.1 2000 467.3 2100 GR 472.3 2133 473.2 2134 472.7 2140 470.7 2157 475.6 2185 GR 476.4 2200 477.0 2250 478.2 2263 478.6 2284 477.7 2300 GR 476.2 2321 478.3 2349 QT 6 7500 10500 11800 15100 16500 11800 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 335 650 X1 0.1 20. 465. 560. 330. 275. 510. GR 478. 0. 476. 10. 474. 25. 472. 35. 470. 65. GR 468. 80. 466. 100. 464. 120. 464. 465. 460. 480. GR 450. 500. 449. 510. 449. 520. 450. 530. 460. 550. GR 462. 560. 464. 625. 466. 655. 470. 695. 471. 715. ET 8.1 172.5 530 X1 0.2 20. 310. 385. 290. 265. 390. GR 478. 0. 476. 35. 474. 50. 472. 80. 470. 105. 13 186P5FW.DAT 11/30/2012 GR 468. 145. 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. GR 468. 760. 470. 780. 472. 785. 474. 802. 475. 810. ET 8.1 158.5 528.5 X1 0.3 16. 315. 372. 410. 280. 450. GR 476. 0. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. ET 8.1 1225 1595 X1 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 7500 10500 11800 15100 16100 11800 ET 8.1 225 575 1 30NOV12 12:14:48 PAGE 13 X1 0.5 19. 450. 582. 315. 415. 435. GR 484. 0. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 196. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. ET 8.1 205 455 X1 0.6 12.0 370. 455. 380. 360. 390. GR 480. 0. 474. 60. 472. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 X1 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 NC .080 .080 .045 QT 6 7500 10500 11800 15100 16000 11800 ET 8.1 32 212 X1 1.0 19. 76. 146. 510. 500. 530. GR 480. 0. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 458. 90. 457.3 93. 458. 96. GR 460. 112. 470. 146. 472. 178. 474. 284. 476. 322. GR 478. 350. 480. 385. 482. 400. 484. 445. 14 186P5FW.DAT 11/30/2012 QT 6 7500 10500 11800 15100 16000 11800 ET 8.1 1260 1460 X1 22600 16 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.6 1500 479.3 1600 485.1 1700 490.2 1800 497.3 1900 GR 502.2 2000 ET 8.1 66 246 X1 2.0 21. 108. 173. 510. 540. 570. GR 487. 0. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. GR 474. 188. 476. 225. 478. 295. 480. 336. 490. 523. GR 500. 790. ET 8.1 1041 1391 X1 23900 12 1215 1385 750 590 730 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 1 30NOV12 12:14:48 PAGE 14 • ET 8.1 79 299 X1 3.0 19.0 146. 271. 310. 450. 465. GR 489. 0. 488. 4. 486. 14. 484. 42. 482. 62. GR 480. 120. 475. 146. 470. 172. 464.3 181. 464.3 196. GR 470. 215. 475. 271. 480. 326. 482. 347. 484. 370. GR 486. 391. 488. 418. 490. 462. 492. 490. NC 0.080 0.080 0.050 ET 8.1 114 314 X1 4.0 19. 190. 315. 350. 540. 560. GR 491. 0. 490. 32. 488. 48. 486. 75. 484. 125. GR 482. 168. 480. 190. 470. 218. 465.7 228. 465.7 240. GR 470. 255. 480. 315. 482. 325. 484. 450. 486. 525. GR 488. 550. 490. 586. 492. 635. 494. 665. QT 6 7500 10500 11800 15100 15500 11800 ET 8.1 65 275 X1 5.0 18. 98. 208. 130. 160. 145. GR 491. 0. 490. 25. 488. 40. 486. 52. 484. 78. GR 482. 82. 480. 98. 470. 113. 468. 133. 465.9 148. GR 465.9 158. 470. 172. 480. 208. 482. 300. 484. 355. GR 486. 410. 488. 475. 490. 535. ET 8.1 1170 1400 15 186P5FW.DAT 11/30/2012 X1 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 1312 470 1340 GR 466.4 1355 466.4 1365 470 1375 480 1390 484 1410 GR 486 1440 488 1490 490 1530 492 1580 494 1620 ET 8.1 100 280 X1 6.0 15. 184. 263. 50. 95. 90. GR 491. 0. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 184. 470. 205. 466.8 215. 466.8 225. 470. 245. GR 476. 263. 480. 275. 486. 325. 488. 375. 490. 430. NC 0.080 0.080 0.045 ET 8.1 1537 1627 X1 25085 16 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GR 480.7 1537 472 1560 467.3 1564 467.1 1572 467.2 1585 GR 478.4 1593 482.5 1627 482.4 1641 486 1750 488 1780 GR 490 1840 ET 8.1 1534 1623 X1 25135 18 1534 1623 40 60 50 GR 492 1325 490 1417 488 1427 486 1437 484 1445 GR 481.8 1500 481.4 1534 473.5 1556 467.1 1559 467 1570 GR 467.1 1584 478.5 1593 478.4 1608 484.2 1623 485.1 1643 GR 486 1765 488 1805 490 1845 1 30NOV12 12:14:48 PAGE 15 ET 8.1 1085. 1259. X1 25185 21 1120 1164.2 45 40 50 GR 494 910 492 1000 490 1010 488 1030 486 1038 GR 484 1050 482 1070 480 1080 478 1120 467.7 1135.8 GR 467.6 1140 467.7 1152.7 480.4 1164.2 480.4 1172 478.2 1190 GR 480 1230 486 1350 488 1390 490 1440 492 1520 GR 494 1580 ET 8.1 1079.3 1234.75 X1 25235 20 1079.3 1155 50 40 50 GR 494 920 492 1000 490 1010 488 1020 486 1030 GR 484 1040 482 1060 480.5 1079.3 477.9 1082.3 467.9 1094.4 GR 467.9 1106.3 468 1114.5 476.5 1134.8 478.9 1155 480 1195 GR 486 1345 488 1410 490 1455 492 1535 494 1595 ET 8.1 969.6 1169.6 X1 25285 17 1046.3 1092.9 50 30 50 GR 494 920 492 1000 490 1010 488 1035 486 1040 GR 484 1043.3 482.2 1046.3 468.2 1061.7 467.4 1069.3 467.9 1080.7 GR 480.9 1092.9 480.9 1110 486 1330 488 1400 490 1450 16 186P5FW.DAT 11/30/2012 GR 492 1530 494 1590 ET 8.1 983.5 1183.5 X1 25335 17 1017 1150 70 20 50 GR 494 910 491.8 1000 483.6 1017 482.1 1023.4 474.6 1035.5 GR 474.4 1046.3 467.8 1055.2 467.9 1070 467.3 1079.6 468.5 1086.8 GR 479.9 1094.7 482.1 1150 486 1330 488 1400 490 1450 GR 492 1530 494 1590 ET 8.1 983. 1204. X1 25385 17 1019.5 1168.3 55 45 50 GR 494 880 491.3 1000 479.9 1019.5 477.2 1096.7 470.9 1115.1 GR 468.4 1118 467.9 1121.7 468.7 1129.3 468.7 1129.8 468.8 1133.5 GR 479.1 1138.5 482.3 1168.3 486 1373 488 1463 490 1510 GR 492 1590 494 1650 NC .3 .5 ET 8.11 1317. 1549. X1 25470 35 1352 1472 100 50 85 X3 10 485 485 GR 494 910 492.6 1000 492.45 1007 491.8 1032 490 1060 GR 489.9 1092 489.1 1142 489 1145 487.57 1225 487.2 1242 GR 485.8 1293 482.6 1343 482.3 1352 475.5 1378 474.8 1383 GR 469 1391 469.7 1410 468 1416 468.8 1426 469.5 1430 GR 475.3 1437 476.1 1442 481.6 1472 484.6 1482 485.9 1544 GR 486.1 1553 486.6 1580 486.7 1593 486.8 1608 486.7 1628 GR 487.1 1644 488 1734 490 1774 492 1825 494 1955 1 30NOV12 12:14:48 PAGE 16 ET 8.11 1317. 1549. SS 1.05 2.206 2.5 57.5 6 1175.25 2.232 471.1 471 X1 25500 24 1320 1440 30 30 30 X2 1 485 486.9 X3 10 485 485 BT -43 910 494 0 1000 492.56 0 1006 492.47 0 BT 1024 492.05 0 1032 491.86 0 1041 491.71 0 BT 1059 491.34 0 1091 490.64 0 1142 489.57 0 BT 1145 489.57 0 1181 488.77 0 1192 488.66 0 BT 1194 488.5 0 1205 488.39 0 1214 488.25 0 BT 1225 488.1 0 1242 487.92 0 1272 487.6 0 BT 1293 487.42 0 1320 487.09 485 1342 487.20 485 BT 1354 487.04 485 1364 487.01 485 1378 486.98 485 BT 1383 486.95 485 1391 486.94 485 1402 486.92 485 BT 1416 486.97 485 1428 486.87 485 1440 486.89 485 BT 1478 486.89 0 1482 486.88 0 1493 486.89 0 BT 1543 486.98 0 1553 487.01 0 1579 487.1 0 BT 1593 487.28 0 1608 487.48 0 1628 487.97 0 BT 1644 488.39 0 1700 490 0 1770 492 0 17 186P5FW.DAT 11/30/2012 BT 1955 494 0 GR 494 910 492.4 1000 490.7 1042 489.5 1092 488.7 1142 GR 487.7 1190 487 1242 486.3 1292 482.44 1320 472.64 1355 GR 469.2 1363 468.7 1390 471.5 1402 469.64 1415 482.15 1440 GR 486.3 1478 485.6 1493 485.9 1543 486.8 1593 487.3 1644 GR 488 1725 490 1805 492 1825 494 1955 ET 8.1 1232.5 1462.5 X1 25585 20 1300 1395 20 100 85 GR 494 930 492 1000 490 1040 488 1140 486 1210 GR 484 1250 482 1290 480 1300 470 1340 468.9 1350 GR 469 1356 469 1363 475.6 1373 479.3 1395 484.4 1413 GR 489.2 1438 489.9 1453 490 1623 492 1690 494 1715 NC .1 .3 ET 8.1 1225.5 1445.5 X1 25635 20 1301 1370 20 40 50 GR 494 930 492 1000 490 1150 488 1180 486 1240 GR 484 1270 482 1290 480.4 1301 468.8 1312 469.5 1325 GR 470 1331 474.3 1336 476.3 1345 479.8 1359 480.3 1370 GR 487 1395 488 1555 490 1605 492 1660 494 1695 ET 8.1 1195.5 1415.5 X1 25685 22 1245 1366 55 40 50 GR 494 930 492 1000 490 1160 488 1180 486 1220 GR 484 1240 483.4 1245 482.8 1268 478.8 1288 474.4 1302 GR 469.1 1307 469.4 1315 469.1 1325 475.2 1334 477 1343 GR 484.1 1366 486.2 1375 487.4 1395 488 1545 490 1595 GR 492 1650 494 1685 1 30NOV12 12:14:48 PAGE 17 ET 8.1 1227. 1452. X1 25725 24 1285 1383 40 30 40 GR 494 930 492 1000 490 1160 488 1180 486 1210 GR 484.2 1235 480.2 1251 480.2 1261 482.1 1281 482.3 1285 GR 475.4 1301 468.5 1304 468.8 1313 468.9 1324 474 1328 GR 475.5 1339 477.8 1364 486 1383 487.4 1398 488 1540 GR 489 1575 490 1595 492 1650 494 1690 ET 8.1 1225. 1494. Xl 25785 29 1266 1345 25 65 60 GR 494 930 492 1000 490 1160 488 1175 486 1205 GR 484.4 1230 480 1239 479.4 1247 481 1256 481.6 1266 GR 477.8 1285 469.1 1297 469.1 1319 469.2 1327 480.5 1345 GR 480.4 1355 477.2 1367 477.1 1387 480 1401 480 1481 GR 486 1496 487 1506 488 1545 489 1580 490 1600 GR 491 1620 492 1640 493 1660 494 1670 18 186P5FW.DAT 11/30/2012 QT 6 7600 10600 11900 15100 14500 11900 ET 8.1 1129. 1479. X1 25820 17 1245 1291 55 72 63 GR 490.4 1000 484 1165 483.8 1182 480 1245 470 1255 GR 469.3 1258 468.4 1275 481 1291 481 1376 480 1419 GR 480 1464 486 1485 487 1500 488 1525 489 1555 GR 490 1570 491 1585 ET 8.1 1039. 1286. X1 26170 17 1045 1090 450 230 350 GR 491.8 1000 480 1045 470.2 1065 470.2 1080 485 1090 GR 484 1120 483 1160 482 1185 481 1200 481 1225 GR 482 1240 483 1255 488 1275 489 1385 490 1405 GR 491 1430 492 1450 ET 8.1 1037. 1182. X1 26550 18 1040 1140 380 350 380 GR 493.5 1000 492.6 1010 485.6 1020 485 1040 480 1065 GR 471.1 1080 471.1 1095 475 1100 480 1115 483 1125 GR 486 1140 487 1150 488 1180 489 1215 490 1255 GR 491 1300 492 1345 493 1390 NC .07 .075 .045 ET 8.1 1733 1843 X1 26880 23 1750 1826 360 300 330 GR 508.1 1000 508.4 1100 508.1 1200 508.5 1300 508.8 1400 GR 508.6 1500 507.4 1508 507.2 1528 504.1 1600 501.8 1628 GR 493.5 1700 484.8 1750 473.0 1762 472.9 1777 479.0 1800 GR 486.7 1826 490.3 1900 491.6 2000 493.0 2100 494.7 2200 GR 497.2 2300 500.2 2400 504.1 2500 1 30NOV12 12:14:48 PAGE 18 NC .065 .07 .045 QT 6 6700 9400 10500 13400 11300 10500 ET 8.1 1000.0 1125.5 X1 27050 12 1023 1078 185 110 165 GR 493.3 1000 487 1023 473 1024 473 1045 480.3 1050 GR 486.9 1078 487.3 1104 487.6 1116 489.9 1164 491.7 1264 GR 493 1354 494.5 1464 ET 8.1 1585 2000 X1 27400 32 1926 1992 360 300 420 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 GR 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 GR 491.6 1713 492.2 1731 492.0 1746 493.3 1800 493.0 1900 GR 493.2 1926 476.6 1955 474.6 1960 473.9 1965 474.4 1970 GR 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 GR 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 19 186P5FW.DAT 11/30/2012 GR 506.8 2600 508.4 2700 NC .3 .5 ET 8.1 1615 2078 X1 27540 32 1950 2078 140 140 140 X3 10 495 498.5 GR 509.7 1000 506.7 1100 503.0 1200 499.2 1300 496.1 1400 GR 494.0 1500 492.7 1600 492.7 1700 492.9 1731 493.9 1800 GR 496.0 1900 496.4 1918 496.8 1950 491.7 1950 486.1 1990 GR 484.3 1992 480.6 1994 477.8 2002 475.0 2020 475.4 2027 GR 480.9 2034 481.9 2036 498.2 2063 498.5 2078 499.4 2078 GR 500.2 2108 501.4 2200 502.8 2300 504.3 2400 505.7 2500 GR 506.8 2600 506.5 2700 ET 8.1 1610 2078 SB 1.05 2.342 2.5 17 4 1279.15 3 480.2 480 X1 27570 30 30 30 .2 X2 1 498.5 496.8 X3 10 495.2 498.7 BT 2 1950 496.8 495.0 2078 499.4 498.5 NC .065 .07 .045 .1 .3 ET 4.4 X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 GR 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 GR 491.6 1713 492.2 1731 492.0 1746 493.3 1800 493.0 1900 GR 493.2 1926 476.6 1955 474.6 1960 473.9 1965 474.4 1970 GR 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 GR 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 GR 506.8 2600 508.4 2700 1 30NOV12 12:14:48 PAGE 19 NC .065 .065 .045 X1 30130 20 2180 2222 1600 2000 2510 -0.1 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GR 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 GR 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2400 GR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 NC .3 .5 ET 90.2 X1 30189 42 2138 2263 59 59 59 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 GR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 20 186P5FW.DAT 11/30/2012 GR 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 2248 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 GR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 ET 90.21 X1 30190 58 2138 2263 1 1 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 GR 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 2180 GR 510.4 2181 491.5 2181 487.2 2194 510.4 2194 510.4 2195 GR 487.2 2195 486.8 2207 510.4 2207 510.4 2208 486.8 2208 GR 487.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 GR 510.4 2234 510.4 2235 494.5 2235 500.2 2248 510.4 2248 GR 510.4 2249 500.2 2249 507.2 2260 510.4 2263 513.4 2263 GR 513.7 2400 514.0 2500 514.4 2600 514.5 2700 514.7 2800 GR 515.1 2900 515.4 3000 515.6 3100 ET 90.21 X1 30200 10 10 10 X2 1 ET 90.2 X1 30201 42 2138 2263 1 1 1 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 GR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 GR 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 2248 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 GR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 1 30NOV12 12:14:48 PAGE 20 NC .1 .3 ET 8.1 2067 2222 Xl 30250 20 2180 2222 49 49 49 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GR 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 GR 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2400 GR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 ET 8.1 1734 1920 X1 31310 19 1863 1920 750 500 1060 -0.4 21 186P5FW.DAT 11/30/2012 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GR 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 Xl 31480 33 1795 1915 170 170 170 BT 2 1795 509.1 506.1 1915 509.1 506.1 GR 517.3 1000 516.7 1100 515.3 1200 512.9 1300 510.3 1400 GR 508.5 1500 508.1 1600 508.4 1700 509.1 1795 504.5 1797 GR 495.2 1816 493.3 1826 506.1 1826 506.1 1829 493.3 1829 GR 488.7 1845 488.0 1849 491.1 1884 506.1 1884 506.1 1887 GR 491.1 1887 494.6 1889 505.6 1913 505.9 1915 509.1 1915 GR 511.1 2000 513.1 2100 514.9 2200 516.1 2300 516.6 2400 GR 517.1 2500 517.1 2600 516.8 2700 X1 31500 20 20 20 X2 1 ET 8.1 1666 1920 X1 31550 19 1863 1920 50 50 50 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GR 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 NC .065 .06 .045 .1 .3 ET 8.1 1586 1797 X1 34730 22 1586 1628 2000 2300 3180 GR 518.9 1000 519.2 1100 519.5 1200 519.3 1300 519.3 1400 GR 518.3 1500 517.7 1547 508.9 1586 500.2 1596 499.0 1606 GR 500.5 1608 507.9 1628 508.1 1700 510.3 1800 512.9 1900 GR 513.7 2000 515.8 2100 518.6 2200 521.0 2300 522.7 2400 GR 523.8 2500 525.2 2600 QT 6 7300 10000 11200 14200 11700 3850 ET 8.1 2206 2306. X1 37100 25 2227 2238 1250 1650 2370 GR 521.6 1700 521.5 1730 521.4 1760 521.3 1800 521.9 1865 GR 522.2 1889 521.5 1900 519.3 2000 515.9 2100 510.4 2227 GR 506.9 2229 506.3 2236 508.7 2238 512.6 2300 517.9 2352 GR 519.1 2400 521.0 2500 522.0 2600 520.4 2700 520.2 2800 GR 521.5 2900 522.2 3000 523.4 3100 524.0 3200 523.9 3300 1 30NOV12 12:14:48 PAGE 21 ET 150.4 X1 38200 13 2750 2775 1150 1000 1100 -0.2 GR 546.0 500 529.0 975 525.0 1425 523.0 2400 515.0 2580 GE 515 2750 511 2760 515 2775 515 2950 522 3050 22 186P5FW.DAT 11/30/2012 GR 526 3650 530 4850 532 5500 ET 300.2 X1 38380 15 2740 2784 180 180 180 .4 X3 10 514.4 514.4 GR 559.4 548.5 300 531.5 1400 525.8 2630 515.0 2670 GR 514.0 2740 511.0 2752 511.0 2772 514.0 2784 515.0 2860 GR 524.7 2890 521.2 3800 521.2 4200 526.0 5400 534.3 5500 SB 1.05 1.2 2.5 105 4 3920 7.5 511.0 511. ET 8.11 2630 2890 Xl 38420. 40. 40. 40. 0.1 X2 1. 528.7 532.8 X3 2630. 529.2 2890. 529.2 BT 6. 559.5 300. 556.5 1400. 539.5 BT 3800. 529.2 4200. 529.2 5500. 534.3 NC 0.015 0.015 0.045 X1 38500. 80. 80. 80. 0.3 X3 2630. 529.2 2890. 529.2 X1 38580. 80. 80. 80. 0.4 X3 2630. 529.2 2890. 529.2 SB 1.05 1.2 2.5 105. 4. 3920. 7.5 512.2 512.2 X1 38620. 40. 40. 40. 0.1 X2 1. 528.7 532.8 X3 2630. 529.2 2890. 529.2 BT 6. 559.5 300. 556.5 1400. 539.5 BT 3800. 529.2 4200. 529.2 5500. 534.3 X1 38670. 50. 50. 50. 0.1 X3 2630. 529.2 2890. 529.2 NC 0.065 0.060 0.045 ET 405.2 X1 39720. 23. 1713. 1726. 25. 750. 1050. GR 526.5 1000. 526.3 1100. 526.2 1200. 525.9 1300. 525.7 1400. GR 525.7 1500. 519.5 1600. 519.3 1700. 519. 1713. 517.1 1715. GR 517. 1723. 518.8 1726. 521.4 1800. 522.4 1900. 522.5 2000. GR 524.4 2100. 526. 2200. 526.4 2300. 526.7 2400. 526.9 2500. GR 527.3 2600. 528. 2700. 528.6 2800. QT 6. 5100. 7000. 7900. 9900. 6200. 7900. ET 600.2 1 30NOV12 12:14:48 PAGE 22 X1 41180. 16. 2536. 2552. 1300. 1600. 1460. GR 532. 430. 527.5 1000. 528.2 1740. 525. 2264. 523. 2420. 23 186P5FW.DAT 11/30/2012 GR 521.2 2536. 519.4 2542. 519.4 2546. 521.2 2552. 522. 2612. GR 525. 2754. 526. 2759. 528. 2781. 529. 2944. 530. 3096. GR 530. 3444. ET 510.2 X1 41950 29 1791 1810 770 770 770 0.1 GR 540.0 0 539.0 100 538.0 200 537.0 300 536.0 400 GR 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 1400 GR 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 1791 GR 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 GR 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2400 GR 530.6 2500 530.8 2600 540.0 3700 550.0 4400 ET 610.2 X1 42050 35 1788 1834 100 100 100 X3 10 527.1 527 GR 540.0 0 538.0 200 536.0 400 534.0 600 532.0 800 GR 530.2 1000 530.1 1100 530.3 1200 530.1 1300 530.0 1400 GR 529.8 1500 529.6 1600 529.7 1700 529.7 1763 527.1 1763 GR 523.5 1771 522.3 1788 521.0 1793 521.5 1819 522.1 1826 GR 523.0 1834 527.0 1842 529.8 1842 529.5 1900 529.3 2000 GR 529.9 2100 530.7 2200 531.1 2300 531.2 2400 531.5 2500 GR 531.8 2600 532.1 2700 532.5 2800 540.0 3800 550.0 4500 ET 570.2 SB 1.05 2.268 2.5 79 0 473.95 0 521.1 521.1 X1 42090 40 40 40 X2 1 527.1 529.7 X3 10 527.1 527 BT 2 1763 529.7 528.6 1842 529.8 528.6 ET 1010.2 X1 42170 28 1791 1810 80 80 80 GR 540 0 539.0 100 538.0 200 537.0 300 536.0 400 GR 529.5 1000 529.4 1100 529.4 1200 528.6 1300 529.4 1400 GR 529.4 1500 529.7 1600 527.9 1700 524.5 1713 522.0 1791 GR 521.7 1797 520.7 1800 521.7 1808 522.5 1810 525.8 1900 GR 528.2 2000 529.7 2100 529.8 2200 530.2 2300 530.4 2500 GR 530.6 2500 530.8 2600 540.0 3800 ET 580.2 X1 44200 32 1740 1786 1800 1300 2030 GR 550.0 600 548.0 650 546.0 700 544.0 750 542.0 800 GR 535.9 1000 535.2 1100 534.3 1200 534.1 1300 533.8 1400 GR 533.2 1500 530.8 1600 528.8 1644 527.7 1700 526.8 1740 GR 524.9 1757 525.4 1768 531.9 1786 531.9 1800 532.2 1900 GR 532.3 2000 532.6 2100 532.5 2200 532.0 2300 532.2 2400 GR 531.8 2500 532.3 2600 532.5 2700 532.9 2800 533.3 2900 GR 533.5 3000 550.0 3500 1 30NOV12 12:14:48 PAGE 23 24 186P5FW.DAT 11/30/2012 QT 6 5100 7000 7900 9900 7500 7900 ET 630.2 X1 45820 26 2160 2187 1400 1000 1620 GR 541.7 1000 540.7 1100 539.6 1200 538.8 1300 538.6 1400 GR 538.2 1500 538.8 1548 538.7 1562 537.8 1600 537.7 1700 GR 538.2 1800 537.8 1900 538.2 2000 538.4 2000 533.4 2094 GR 533.0 2160 531.8 2182 531.8 2185 533.1 2187 533.7 2200 GR 537.2 2300 537.3 2400 537.5 2500 538.6 2600 539.2 2700 GR 540.0 2800 ET 500.2 X1 47450 26 2349 2369 1250 1350 1630 GR 545.7 1000 544.9 1100 544.3 1200 543.6 1300 542.8 1400 GR 542.5 1500 542.1 1600 541.7 1700 541.1 1800 541.0 1900 GR 540.8 2000 541.2 2100 541.6 2166 541.6 2182 541.4 2200 GR 540.3 2269 536.9 2300 535.8 2349 532.1 2363 535.4 2369 GR 536.8 2400 542.0 2475 541.6 2500 542.5 2600 543.5 2700 GR 544.6 2800 ET 650.2 X1 47540 35 1511 1591 10 200 90 +.5 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GR 534.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 1591 GR 541.7 1591 541.4 1600 541.6 1700 541.4 1800 541.5 1900 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET 1110.2 X1 47640 37 1511 1591 100 100 100 X3 10 540.4 540.4 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GR 534.0 1537 534.5 1542 534.9 1544 535.3 1565 535.3 1567 GR 536.4 1584 538.4 1591 541.7 1591 541.4 1600 541.6 1700 GR 541.4 1800 541.5 1900 543.0 2000 542.8 2012 542.4 2100 GR 544.0 2200 545.7 2300 ET 1020.2 SB 1.05 2.705 2.5 66.5 4 416.7 1.125 534.4 534.4 X1 47670 30 30 30 X2 1 540.4 541.7 X3 10 540.4 540.4 BT 2 1511 541.8 540.4 1591 541.7 540.4 1 25 186P5FW.DAT 11/30/2012 30NOV12 12:14:48 PAGE 24 ET 875.2 X1 47720 35 1511 1591 50 50 50 .3 GR 544.3 50 543.6 150 542.8 250 542.5 350 542.1 450 GR 541.7 550 541.1 650 541.0 750 540.8 850 541.2 950 GR 541.3 1100 541.3 1200 541.2 1300 541.7 1400 541.7 1500 GR 541.8 1511 538.6 1511 531.0 1525 530.7 1529 534.0 1535 GR 534.5 1542 534.9 1544 535.3 1565 536.4 1584 538.4 1591 GR 541.7 1591 541.4 1600 541.6 1700 541.4 1800 541.5 1900 GR 543.0 2000 542.8 2012 542.4 2100 544.0 2200 545.7 2300 ET 240.2 X1 48350 25 2130 2300 600 300 630 GR 549.5 1000 546.9 1100 546.8 1200 545.7 1300 544.9 1400 GR 544.1 1500 544.5 1600 544.1 1700 544.2 1800 544.0 1900 GR 543.9 2000 544.2 2100 543.4 2130 537.9 2154 535.4 2200 GR 537.7 2257 539.1 2300 539.6 2400 539.6 2423 543.2 2451 GR 544.1 2500 544.5 2600 545.9 2700 546.6 2800 547.7 2900 1 30NOV12 12:14:48 PAGE 25 Ti COPPELL CITY-WIDE STORM WATER MANAGEMENT STUDY- FLOODWAY T2 CORRECTIVE EFFECTIVE CONDITIONS WITH FEMA EFFECTIVE 100 YEAR DISCHARGE T3 GRAPEVINE CREEK -398CFFW.dat (original name: 398propl.dat)- A.H. HALFF A J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 7 0 0 .0012 0 0 0 435.00 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 0 -1 1 30NOV12 12:14:48 PAGE 26 THIS RUN EXECUTED 30NOV12 12:14:48 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* 26 186P5FW.DAT 11/30/2012 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK POST-PRO SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 7250.000 436.89 1.89 437.28 247.81 .00 9700.00 .00 .00 .00 1700.00 1993.00 .00 7250.000 436.89 .00 437.28 247.81 .00 9700.00 .00 293.00 1700.00 1700.00 1993.00 1993.00 7500.000 437.19 .00 437.59 247.52 .00 9700.00 .00 .00 .00 1694.00 1993.00 .00 7500.000 437.19 .00 437.59 247.52 .00 9700.00 .00 299.00 1694.00 1694.00 1993.00 1993.00 8000.000 437.83 .00 438.19 258.62 .00 9700.00 .00 .00 .00 1694.00 1993.00 .00 8000.000 437.83 .00 438.19 258.62 .00 9700.00 .00 299.00 1694.00 1694.00 1993.00 1993.00 8500.000 438.39 .00 438.86 230.06 .00 9700.00 .00 .00 .00 1703.00 1993.00 .00 8500.000 438.39 .00 438.86 230.06 .00 9700.00 .00 290.00 1703.00 1703.00 1993.00 1993.00 9500.000 440.07 .00 440.62 239.45 .00 9700.00 .00 .00 .00 1720.00 1993.00 .00 9500.000 440.07 .00 440.62 239.45 .00 9700.00 .00 273.00 1720.00 1720.00 1993.00 1993.00 10500.000 441.96 .00 442.44 243.21 .00 9700.00 .00 .00 .00 1720.00 1993.00 .00 10500.000 441.96 .00 442.44 243.21 .00 9700.00 .00 273.00 1720.00 1720.00 1993.00 1993.00 10850.000 442.55 .00 443.00 254.39 .00 9700.00 .00 .00 .00 1693.00 1993.00 .00 10850.000 442.55 .00 443.00 254.38 .00 9700.00 .00 300.00 1693.00 1693.00 1993.00 1993.00 10935.000 442.68 .00 443.14 238.00 .00 9700.00 .00 238.00 1731.00 1692.00 1993.00 1969.00 10935.000 442.68 .00 443.14 238.00 .00 9700.00 .00 238.00 1731.00 1692.00 1993.00 1969.00 10936.000 442.67 .00 443.15 232.00 .00 9700.00 .00 .00 .00 1731.00 1969.00 .00 10936.000 442.67 .00 443.15 232.00 .00 9700.00 .00 238.00 1731.00 1731.00 1969.00 1969.00 11044.000 442.87 .00 443.38 231.21 .00 9700.00 .00 .00 .00 1731.00 1969.00 .00 11044.000 442.87 .00 443.38 231.20 .00 9700.00 .00 238.00 1731.00 1731.00 1969.00 1969.00 11045.000 442.93 .00 443.40 237.58 1.62 9696.85 1.53 238.00 1731.00 1742.00 1956.00 1969.00 11045.000 442.93 .00 443.40 239.15 1.53 9696.94 1.53 287.00 1691.00 1742.00 1956.00 1978.00 1 30NOV12 12:14:48 PAGE 27 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 11070.000 442.96 .00 443.44 218.71 .00 9700.00 .00 .00 .00 1690.00 1978.00 .00 11070.000 442.96 .00 443.44 217.86 .00 9700.00 .00 242.00 1715.00 1690.00 1978.00 1957.00 27 186P5FW.DAT 11/30/2012 11275.000 443.37 .00 443.83 231.47 .00 9699.47 .53 .00 .00 1715.00 1957.00 .00 11275.000 443.37 .00 443.83 223.96 .00 9700.00 .00 242.00 1715.00 1715.00 1957.00 1957.00 11276.000 443.35 .00 443.84 230.68 .00 9699.51 .49 .00 .00 1715.00 1957.00 .00 11276.000 443.35 .00 443.84 223.57 .00 9700.00 .00 242.00 1715.00 1715.00 1957.00 1957.00 11296.000 443.42 .00 443.90 232.00 .00 9699.30 .70 .00 .00 1715.00 1957.00 .00 11296.000 443.42 .00 443.90 223.82 .00 9700.00 .00 242.00 1715.00 1715.00 1957.00 1957.00 * 11297.000 443.05 .00 444.07 221.57 .00 9700.00 .00 .00 .00 1715.00 1958.00 .00 * 11297.000 443.05 .00 444.07 220.51 .00 9700.00 .00 243.00 1715.00 1715.00 1958.00 1958.00 11299.000 443.07 .00 444.09 221.88 .00 9700.00 .00 .00 .00 1715.00 1958.00 .00 11299.000 443.07 .00 444.09 220.55 .00 9700.00 .00 243.00 1715.00 1715.00 1958.00 1958.00 * 11300.000 444.07 .00 445.95 245.09 .00 9669.65 30.34 .00 .00 1715.00 1958.00 .00 * 11300.000 444.02 -.05 445.97 224.58 .00 9700.00 .00 243.00 1715.00 1715.00 1958.00 1958.00 * 11301.000 445.97 .00 446.40 265.09 .00 9700.00 .00 .00 .00 1715.00 1985.00 .00 * 11301.000 445.99 .02 446.43 238.57 .00 9700.00 .00 243.00 1715.00 1715.00 1985.00 1958.00 11313.000 446.00 .00 446.42 265.64 .00 9700.00 .00 .00 .00 1715.00 1985.00 .00 11313.000 446.04 .04 446.46 265.82 .00 9700.00 .00 270.00 1715.00 1715.00 1985.00 1985.00 * 11453.000 445.97 .00 447.33 270.87 771.79 7344.85 1583.35 .00 .00 1094.00 1173.00 .00 * 11453.000 446.01 .04 447.35 261.00 774.26 7326.11 1599.62 261.00 1049.00 1094.00 1173.00 1310.00 * 11588.000 447.76 .00 448.10 607.62 1519.52 4135.62 4044.86 694.00 1298.00 1626.00 1698.00 1992.00 * 11588.000 447.77 .01 448.11 590.00 1490.81 4140.03 4069.16 590.00 1310.00 1626.00 1698.00 1900.00 * 12402.000 449.11 .00 449.22 1246.68 6807.09 2473.94 418.97 1319.00 1211.00 2379.00 2435.00 2530.00 12402.000 449.52 .41 449.83 836.49 5107.96 3881.53 710.51 853.00 1625.00 2379.00 2435.00 2478.00 12820.000 449.41 .00 449.48 1181.08 7247.21 2324.57 128.22 1312.00 632.00 1780.00 1856.00 1944.00 * 12820.000 450.20 .79 450.33 780.00 6255.51 3231.14 213.35 780.00 1100.00 1780.00 1856.00 1880.00 * 13339.000 449.88 .00 450.41 1363.72 2414.76 3972.95 3312.29 1551.00 1134.00 2003.00 2056.00 2685.00 * 13339.000 450.86 .99 451.50 697.00 1821.21 4433.54 3445.24 697.00 1603.00 2003.00 2056.00 2300.00 * 13620.000 451.55 .00 451.78 1272.55 2495.35 4124.00 4380.65 1345.00 705.00 1453.00 1533.00 2050.00 * 13620.000 452.50 .95 452.82 665.00 1817.33 4877.66 4305.01 665.00 1185.00 1453.00 1533.00 1850.00 * 13829.000 452.01 .00 452.77 896.34 3219.55 5110.36 2670.09 .00 .00 1493.00 1564.00 .00 * 13829.000 452.90 .89 453.79 480.00 2084.93 5842.70 3072.37 480.00 1270.00 1493.00 1564.00 1750.00 * 14170.000 454.21 .00 454.55 650.91 2074.42 4542.25 4383.32 .00 .00 1782.00 1847.00 .00 * 14170.000 454.98 .77 455.27 550.00 2424.68 4464.28 4111.04 550.00 1550.00 1782.00 1847.00 2100.00 1 30NOV12 12:14:48 PAGE 28 28 186P5FW.DAT 11/30/2012 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 14495.000 455.06 .00 455.55 597.99 600.88 3887.17 6511.95 .00 .00 1227.00 1271.00 .00 * 14495.000 455.61 .54 456.21 410.00 808.03 4299.96 5892.02 410.00 1149.00 1227.00 1271.00 1559.00 14820.000 456.58 .00 456.92 757.11 56.82 4428.02 6515.17 923.00 1089.00 1157.00 1228.00 2012.00 14820.000 457.18 .60 457.53 512.19 83.25 4551.85 6364.90 536.00 1114.00 1157.00 1228.00 1650.00 * 15113.000 457.26 .00 458.02 237.42 .00 10767.00 233.00 300.00 1000.00 1044.00 1178.00 1300.00 * 15113.000 457.79 .54 458.47 238.71 .00 10607.24 392.76 256.00 1044.00 1044.00 1178.00 1300.00 * 15160.000 457.50 .00 458.13 135.58 .00 11000.00 .00 .00 .00 426.00 580.10 .00 * 15160.000 457.97 .47 458.55 137.57 .00 11000.00 .00 154.10 426.00 426.00 580.10 580.10 15310.000 457.55 .00 458.18 135.81 .00 11000.00 .00 .00 .00 426.00 580.10 .00 15310.000 458.02 .46 458.60 137.78 .00 11000.00 .00 154.10 426.00 426.00 580.10 580.10 * 15600.000 457.52 .00 458.46 129.00 .00 11000.00 .00 .00 .00 1321.00 1450.00 .00 * 15600.000 457.88 .36 458.98 100.00 .00 11000.00 .00 100.00 1335.50 1321.00 1450.00 1435.50 15610.000 457.66 .00 458.57 129.00 .00 11000.00 .00 .00 .00 1321.00 1450.00 .00 15610.000 458.05 .39 459.12 100.00 .00 11000.00 .00 100.00 1335.50 1321.00 1450.00 1435.50 15630.000 457.69 .00 458.64 182.97 499.68 10053.65 446.67 .00 .00 1115.00 1210.00 .00 15630.000 458.06 .37 459.20 100.00 33.55 10932.92 33.53 100.00 1112.50 1115.00 1210.00 1212.50 15640.000 457.80 .00 458.67 178.48 430.98 10003.11 565.91 .00 .00 1102.00 1200.00 .00 15640.000 458.15 .35 459.23 100.00 8.00 10984.00 8.01 100.00 1101.00 1102.00 1200.00 1201.00 15650.000 457.83 .00 458.69 178.66 433.17 9998.65 568.17 .00 .00 1102.00 1200.00 .00 15650.000 458.18 .36 459.26 100.00 8.00 10984.00 8.01 100.00 1101.00 1102.00 1200.00 1201.00 15660.000 457.61 .00 458.82 156.70 361.50 9859.88 778.63 .00 .00 1089.00 1170.00 .00 15660.000 458.09 .48 459.33 115.00 351.34 10210.16 438.50 115.00 1072.00 1089.00 1170.00 1187.00 15680.000 458.09 .00 458.93 175.60 .00 11000.00 .00 .00 .00 1052.00 1240.00 .00 15680.000 458.72 .63 459.45 179.72 .00 11000.00 .00 188.00 1052.00 1052.00 1240.00 1240.00 15730.000 458.37 .00 459.11 198.87 .00 11000.00 .00 .00 .00 1099.00 1307.00 .00 15730.000 458.95 .58 459.60 202.13 .00 11000.00 .00 371.00 1099.00 1099.00 1307.00 1470.00 * 16480.000 460.33 .00 460.59 740.93 1696.64 5765.16 3538.20 .00 .00 1634.00 1722.00 .00 * 16480.000 460.68 .34 460.95 638.00 1948.21 6020.63 3031.16 638.00 1390.00 1634.00 1722.00 2028.00 * 17600.000 462.04 .00 462.88 731.63 2660.48 8159.76 979.76 .00 .00 1535.00 1610.00 .00 * 17600.000 462.35 .31 463.16 615.00 2410.67 8189.38 1199.95 615.00 1255.00 1535.00 1610.00 1870.00 * 17980.000 463.47 .00 463.69 639.81 2779.74 7771.11 1249.16 .00 .00 1400.00 1590.00 .00 * 17980.000 463.70 .23 464.05 367.00 1369.82 9440.48 989.70 367.00 1305.00 1400.00 1590.00 1672.00 29 186P5FW.DAT 11/30/2012 18150.000 463.60 .00 463.98 581.19 5300.24 5611.89 887.87 .00 .00 1480.00 1550.00 .00 * 18150.000 463.76 .17 464.53 328.00 3424.19 7328.68 1047.13 328.00 1321.00 1480.00 1550.00 1649.00 1 30NOV12 12:14:48 PAGE 29 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 18210.000 463.71 .00 464.11 569.86 6098.47 4702.12 999.41 .00 .00 1490.00 1545.00 .00 18210.000 463.88 .16 464.80 310.00 3918.56 6507.21 1374.23 310.00 1340.00 1490.00 1545.00 1650.00 * 18240.000 463.47 .00 464.36 531.54 3997.32 7033.63 769.04 .00 .00 1480.00 1553.00 .00 18240.000 463.83 .36 465.03 335.00 2819.64 8001.47 978.89 335.00 1290.00 1480.00 1553.00 1625.00 18320.000 464.10 .00 464.69 575.63 4310.57 6345.99 1143.44 .00 .00 1510.00 1580.00 .00 18320.000 464.53 .43 465.43 339.07 2728.99 7557.64 1513.37 400.00 1340.00 1510.00 1580.00 1740.00 18450.000 464.46 .00 465.09 588.20 3868.00 6552.39 1379.61 .00 .00 1465.00 1530.00 .00 18450.000 465.31 .85 465.85 474.65 3561.76 6441.77 1796.47 490.00 1245.00 1465.00 1530.00 1735.00 * 18500.000 464.09 .00 465.56 558.07 1168.25 9835.78 795.97 .00 .00 4930.00 5025.00 .00 18500.000 465.07 .98 466.17 350.00 1152.31 9492.97 1154.72 350.00 4800.00 4930.00 5025.00 5150.00 * 18514.000 464.11 .00 465.64 148.15 1.58 11798.42 .00 .00 .00 1513.00 1680.70 .00 * 18514.000 465.04 .93 466.27 150.97 .00 11800.00 .00 405.00 1390.00 1513.00 1680.70 1795.00 18515.000 464.04 .00 465.71 142.74 1.67 11798.33 .00 .00 .00 1513.00 1680.70 .00 18515.000 464.99 .95 466.32 145.66 .00 11800.00 .00 390.00 1400.00 1513.00 1680.70 1790.00 18565.000 464.41 .00 465.91 144.25 2.75 11797.25 .00 .00 .00 1513.00 1679.65 .00 18565.000 465.21 .81 466.46 146.18 .00 11800.00 .00 370.00 1410.00 1513.00 1679.65 1780.00 18566.000 464.36 .00 465.96 148.94 87.34 11626.24 86.42 .00 .00 1540.15 1651.30 .00 18566.000 465.16 .80 466.52 150.80 106.79 11585.99 107.22 250.00 1470.00 1540.15 1651.30 1720.00 18600.000 466.02 .00 466.39 553.10 2736.96 8318.02 745.02 .00 .00 1350.00 1500.00 .00 18600.000 466.22 .20 466.81 265.00 1192.64 9976.43 630.93 265.00 1290.00 1350.00 1500.00 1555.00 18615.000 466.05 .00 466.42 553.85 2746.36 8303.18 750.47 .00 .00 1350.00 1500.00 .00 18615.000 466.33 .28 466.86 290.00 1418.33 9682.17 699.51 290.00 1275.00 1350.00 1500.00 1565.00 * 18650.000 465.76 .00 466.89 629.86 2664.80 8187.34 947.86 .00 .00 1805.00 1868.00 .00 * 18650.000 465.83 .07 467.60 290.00 1287.52 9572.05 940.43 290.00 1690.00 1805.00 1868.00 1980.00 * .100 467.71 .00 468.29 589.27 2397.38 8626.94 775.68 .00 .00 465.00 560.00 .00 * .100 468.56 .86 469.27 315.00 1197.54 9594.04 1008.42 315.00 335.00 465.00 560.00 650.00 * .200 468.58 .00 469.50 632.34 943.71 7368.24 3488.05 .00 .00 310.00 385.00 .00 * .200 469.43 .85 470.46 357.50 1359.03 8061.07 2379.90 357.50 172.50 310.00 385.00 530.00 30 186P5FW.DAT 11/30/2012 .300 470.47 .00 470.99 577.33 2575.65 5788.35 3436.01 .00 .00 315.00 372.00 .00 * .300 471.31 .84 471.84 370.00 2551.77 6028.19 3220.04 370.00 158.50 315.00 372.00 528.50 20540.000 471.47 .00 471.96 463.15 3403.22 8345.24 51.55 .00 .00 1497.00 1590.00 .00 20540.000 472.23 .76 472.67 370.00 3433.95 8335.33 30.73 370.00 1225.00 1497.00 1590.00 1595.00 .500 472.21 .00 472.49 457.93 3818.62 7968.20 13.18 .00 .00 450.00 582.00 .00 .500 472.86 .65 473.12 350.00 3870.98 7929.02 .00 350.00 225.00 450.00 582.00 575.00 1 30NOV12 12:14:48 PAGE 30 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR * .600 471.87 .00 473.87 389.96 971.83 10774.50 53.67 .00 .00 370.00 455.00 .00 * .600 472.52 .65 474.31 250.00 1002.64 10797.36 .00 250.00 205.00 370.00 455.00 455.00 21690.000 474.13 .00 476.03 393.96 424.41 9981.93 1393.65 .00 .00 1190.00 1255.00 .00 21690.000 474.32 .19 476.45 200.00 486.07 10485.82 828.11 200.00 1122.50 1190.00 1255.00 1322.50 * 1.000 477.01 .00 478.09 325.64 634.67 9461.66 1703.67 .00 .00 76.00 146.00 .00 * 1.000 477.38 .37 478.63 180.00 599.23 10092.40 1108.36 180.00 32.00 76.00 146.00 212.00 22600.000 477.97 .00 479.42 359.37 3071.30 8254.00 474.70 .00 .00 1397.00 1447.00 .00 22600.000 478.39 .42 480.00 200.00 2966.12 8717.80 116.08 200.00 1260.00 1397.00 1447.00 1460.00 2.000 480.04 .00 481.45 271.16 318.79 10025.88 1455.33 .00 .00 108.00 173.00 .00 2.000 480.60 .56 481.96 180.00 385.23 10147.20 1267.57 180.00 66.00 108.00 173.00 246.00 * 23900.000 482.51 .00 483.04 366.30 888.98 10907.05 3.97 .00 .00 1215.00 1385.00 .00 * 23900.000 482.90 .39 483.37 348.83 992.17 10802.39 5.43 350.00 1041.00 1215.00 1385.00 1391.00 3.000 483.10 .00 483.73 308.73 457.48 10615.28 727.24 .00 .00 146.00 271.00 .00 3.000 483.39 .29 484.03 220.00 480.03 10875.10 444.87 220.00 79.00 146.00 271.00 299.00 * 4.000 483.95 .00 484.94 320.72 178.53 11439.46 182.00 .00 .00 190.00 315.00 .00 * 4.000 484.23 .28 485.22 194.79 221.11 11578.89 .00 200.00 114.00 190.00 315.00 314.00 5.000 484.53 .00 485.33 298.57 117.11 10950.83 732.06 .00 .00 98.00 208.00 .00 5.000 484.79 .26 485.59 207.30 131.75 11111.43 556.83 210.00 65.00 98.00 208.00 275.00 24930.000 485.16 .00 485.73 273.24 3572.77 8121.34 105.88 .00 .00 1312.00 1390.00 .00 24930.000 485.43 .27 485.98 230.00 3623.04 8106.46 70.50 230.00 1170.00 1312.00 1390.00 1400.00 6.000 484.98 .00 486.05 256.42 1168.21 10170.55 461.24 .00 .00 184.00 263.00 .00 6.000 485.21 .23 486.31 180.00 1085.70 10376.14 338.17 180.00 100.00 184.00 263.00 280.00 * 25085.000 484.00 .00 487.05 244.16 299.82 11375.24 124.94 .00 .00 1537.00 1627.00 .00 * 25085.000 483.98 -.02 487.39 90.00 .00 11800.00 .00 90.00 1537.00 1537.00 1627.00 1627.00 31 186P5FW.DAT 11/30/2012 * 25135.000 485.91 .00 487.55 315.72 966.85 10762.71 70.43 .00 .00 1534.00 1623.00 .00 * 25135.000 485.77 -.14 487.97 89.00 .00 11800.00 .00 89.00 1534.00 1534.00 1623.00 1623.00 25185.000 486.76 .00 487.80 330.13 1673.36 7048.47 3078.17 .00 .00 1120.00 1164.20 .00 25185.000 486.88 .12 488.29 174.00 1132.83 7858.77 2808.40 174.00 1085.00 1120.00 1164.20 1259.00 25235.000 487.10 .00 487.94 356.27 516.71 8936.83 2346.46 .00 .00 1079.30 1155.00 .00 25235.000 487.41 .31 488.48 155.45 .00 9803.18 1996.82 155.45 1079.30 1079.30 1155.00 1234.75 * 25285.000 486.07 .00 488.76 292.51 32.12 9577.50 2190.38 .00 .00 1046.30 1092.90 .00 * 25285.000 486.18 .11 489.29 130.06 36.24 10088.94 1674.82 200.00 969.60 1046.30 1092.90 1169.60 * 25335.000 488.60 .00 489.10 408.15 29.86 10156.63 1613.52 .00 .00 1017.00 1150.00 .00 * 25335.000 489.03 .43 489.67 177.75 39.11 11274.89 486.00 200.00 983.50 1017.00 1150.00 1183.50 1 30NOV12 12:14:48 PAGE 31 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 25385.000 488.75 .00 489.17 476.22 105.04 9875.23 1819.73 .00 .00 1019.50 1168.30 .00 25385.000 489.18 .44 489.75 200.38 127.07 11169.17 503.76 221.00 983.00 1019.50 1168.30 1204.00 25470.000 488.80 .00 489.31 593.49 657.92 10421.22 720.86 .00 .00 1352.00 1472.00 .00 25470.000 489.31 .51 489.85 232.00 393.13 10892.15 514.72 232.00 1317.00 1352.00 1472.00 1549.00 25500.000 489.54 .00 489.93 696.34 483.37 10330.82 985.81 .00 .00 1320.00 1440.00 .00 25500.000 490.28 .74 490.71 232.00 18.36 11019.89 761.74 232.00 1317.00 1320.00 1440.00 1549.00 25585.000 489.49 .00 490.11 378.90 1320.19 10073.13 406.68 .00 .00 1300.00 1395.00 .00 25585.000 490.26 .77 490.86 230.00 1042.34 10276.29 481.37 230.00 1232.50 1300.00 1395.00 1462.50 * 25635.000 489.14 .00 490.37 420.92 1276.92 9739.13 783.96 .00 .00 1301.00 1370.00 .00 * 25635.000 489.97 .82 491.08 220.00 1312.93 9767.02 720.05 220.00 1225.50 1301.00 1370.00 1445.50 25685.000 489.79 .00 490.53 427.92 486.73 10681.55 631.72 .00 .00 1245.00 1366.00 .00 25685.000 490.50 .71 491.22 220.00 506.92 10963.15 329.93 220.00 1195.50 1245.00 1366.00 1415.50 25725.000 489.99 .00 490.61 434.73 1679.85 9587.78 532.37 .00 .00 1285.00 1383.00 .00 25725.000 490.65 .66 491.29 225.00 1477.75 9981.36 340.90 225.00 1227.00 1285.00 1383.00 1452.00 * 25785.000 490.43 .00 490.70 482.87 1020.79 6874.45 3904.76 .00 .00 1266.00 1345.00 .00 * 25785.000 491.09 .66 491.37 269.00 802.55 7103.16 3894.30 269.00 1225.00 1266.00 1345.00 1494.00 25820.000 490.47 .00 490.75 577.08 2090.04 4998.10 4811.86 .00 .00 1245.00 1291.00 .00 25820.000 491.14 .66 491.42 350.00 1965.63 5111.70 4822.68 350.00 1129.00 1245.00 1291.00 1479.00 * 26170.000 490.59 .00 491.26 415.25 537.13 6356.06 5006.81 .00 .00 1045.00 1090.00 .00 * 26170.000 491.21 .62 491.91 247.00 128.27 6566.62 5205.11 247.00 1039.00 1045.00 1090.00 1286.00 32 186P5FW.DAT 11/30/2012 26550.000 491.16 .00 492.25 295.33 398.20 10850.43 651.38 .00 .00 1040.00 1140.00 .00 26550.000 491.71 .55 492.86 145.00 30.27 11409.69 460.05 145.00 1037.00 1040.00 1140.00 1182.00 26880.000 491.83 .00 493.36 307.05 402.41 10768.64 728.94 .00 .00 1750.00 1826.00 .00 26880.000 492.32 .48 493.95 110.00 352.58 11290.60 256.82 110.00 1733.00 1750.00 1826.00 1843.00 27050.000 492.42 .00 494.04 310.33 168.03 8420.76 1911.21 .00 .00 1023.00 1078.00 .00 * 27050.000 492.79 .37 494.71 123.62 206.51 9072.96 1220.53 125.50 1000.00 1023.00 1078.00 1125.50 * 27400.000 494.68 .00 495.26 598.64 3313.80 6920.73 265.47 .00 .00 1926.00 1992.00 .00 * 27400.000 495.33 .65 496.02 415.00 2789.72 7583.55 126.72 415.00 1585.00 1926.00 1992.00 2000.00 * 27540.000 494.67 .00 495.98 107.14 .00 10500.00 .00 .00 .00 1950.00 2078.00 .00 27540.000 495.56 .90 496.38 372.90 1080.25 9419.75 .00 463.00 1615.00 1950.00 2078.00 2078.00 27570.000 494.91 .00 496.22 107.22 .00 10500.00 .00 .00 .00 1950.00 2078.00 .00 27570.000 495.67 .76 496.50 373.18 1056.27 9443.73 .00 468.00 1610.00 1950.00 2078.00 2078.00 27620.000 495.60 .00 496.42 590.55 2714.37 7542.38 243.24 .00 .00 1926.00 1992.00 .00 27620.000 495.71 .11 496.68 443.46 2458.87 8041.13 .00 .09 1548.54 1926.00 1992.00 1992.00 1 30NOV12 12:14:48 PAGE 32 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCH 30130.000 502.19 .00 503.31 242.14 4498.42 6001.04 .53 .00 .00 2180.00 2222.00 .00 30130.000 502.94 .75 504.06 127.19 4375.71 6124.29 .00 .07 2094.81 2180.00 2222.00 2222.00 30189.000 502.15 .00 503.88 98.14 .00 10500.00 .00 .00 .00 2138.00 2263.00 .00 30189.000 502.95 .80 504.49 90.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245.50 * 30190.000 501.98 .00 504.07 90.77 .00 10500.00 .00 .00 .00 2138.00 2263.00 .00 * 30190.000 502.81 .83 504.65 84.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245.50 30200.000 502.40 .00 504.32 91.47 .00 10500.00 .00 .00 .00 2138.00 2263.00 .00 30200.000 503.10 .70 504.84 84.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245.50 * 30201.000 502.99 .00 504.46 99.90 .00 10500.00 .00 .00 .00 2138.00 2263.00 .00 * 30201.000 503.57 .58 504.96 90.00 .00 10500.00 .00 90.00 2155.50 2138.00 2263.00 2245.50 30250.000 504.03 .00 504.69 337.70 5057.68 5369.91 72.41 .00 .00 2180.00 2222.00 .00 30250.000 504.44 .41 505.16 155.00 4982.10 5517.90 .00 155.00 2067.00 2180.00 2222.00 2222.00 31310.000 506.15 .00 506.65 419.25 6289.22 4210.78 .00 .00 .00 1863.00 1920.00 .00 31310.000 506.56 .41 507.16 180.55 6086.80 4413.20 .00 186.00 1734.00 1863.00 1920.00 1920.00 * 31480.000 506.44 .00 507.45 118.84 .00 10500.00 .00 .00 .00 1795.00 1915.00 .00 * 31480.000 506.91 .48 507.93 119.05 .00 10500.00 .00 .00 .00 1795.00 1915.00 .00 33 186P5FW.DAT 11/30/2012 31500.000 506.60 .00 507.61 118.91 .00 10500.00 .00 .00 .00 1795.00 1915.00 .00 31500.000 507.08 .48 508.09 119.12 .00 10500.00 .00 .00 .00 1795.00 1915.00 .00 * 31550.000 507.48 .00 507.83 513.88 6576.21 3923.79 .00 .00 .00 1863.00 1920.00 .00 * 31550.000 507.89 .41 508.30 250.47 6396.64 4103.36 .00 254.00 1666.00 1863.00 1920.00 1920.00 * 34730.000 513.73 .00 514.81 436.56 154.36 4973.33 5372.31 .00 .00 1586.00 1628.00 .00 * 34730.000 514.23 .50 515.36 211.00 .00 5062.72 5437.28 211.00 1586.00 1586.00 1628.00 1797.00 * 37100.000 520.72 .00 521.06 709.90 5015.78 1180.68 5003.54 .00 .00 2227.00 2238.00 .00 37100.000 520.93 .21 521.16 100.00 566.77 786.16 2497.07 100.00 2206.00 2227.00 2238.00 2306.00 * 38200.000 522.57 .00 522.70 760.03 4976.21 1131.18 5092.61 .00 .00 2750.00 2775.00 .00 * 38200.000 522.51 -.06 523.15 74.23 .00 1815.48 2034.52 .95 2750.00 2750.00 2775.00 2824.23 * 38380.000 522.54 .00 523.14 1120.55 3002.82 4031.89 4165.29 .00 .00 2740.00 2784.00 .00 * 38380.000 523.27 .73 523.35 243.51 1123.74 1437.16 1289.09 300.00 2612.00 2740.00 2784.00 2912.00 38420.000 522.57 .00 523.40 238.02 3199.55 4320.62 3679.83 260.00 2630.00 2740.00 2784.00 2890.00 38420.000 523.28 .71 523.36 242.84 1121.02 1442.61 1286.37 260.00 2630.00 2740.00 2784.00 2890.00 * 38500.000 522.63 .00 523.49 236.40 4706.65 1492.74 5000.62 260.00 2630.00 2740.00 2784.00 2890.00 * 38500.000 523.28 .65 523.36 240.83 1629.29 493.30 1727.41 260.00 2630.00 2740.00 2784.00 2890.00 38580.000 522.59 .00 523.57 233.43 4681.70 1537.06 4981.24 260.00 2630.00 2740.00 2784.00 2890.00 38580.000 523.28 .69 523.37 238.16 1622.60 504.90 1722.50 260.00 2630.00 2740.00 2784.00 2890.00 1 30NOV12 12:14:48 PAGE 33 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 38620.000 522.65 .00 523.65 233.17 4679.42 1541.15 4979.43 260.00 2630.00 2740.00 2784.00 2890.00 38620.000 523.28 .63 523.38 237.43 1620.69 508.24 1721.07 260.00 2630.00 2740.00 2784.00 2890.00 38670.000 522.67 .00 523.69 232.65 4674.79 1549.46 4975.75 260.00 2630.00 2740.00 2784.00 2890.00 38670.000 523.28 .61 523.38 236.77 1618.91 511.36 1719.73 260.00 2630.00 2740.00 2784.00 2890.00 * 39720.000 523.98 .00 525.12 550.04 5450.72 1293.73 4455.55 .00 .00 1713.00 1726.00 .00 * 39720.000 523.23 -.75 523.52 382.17 2076.73 557.14 1216.13 405.00 1517.00 1713.00 1726.00 1922.00 * 41180.000 528.83 .00 528.88 2084.78 4709.16 512.34 2678.50 .00 .00 2536.00 2552.00 .00 * 41180.000 527.64 -1.19 527.84 532.93 3842.65 736.54 3320.82 600.00 2244.00 2536.00 2552.00 2844.00 * 41950.000 529.69 .00 530.12 1060.95 3059.72 1374.47 3465.80 .00 .00 1791.00 1810.00 .00 41950.000 529.88 .18 530.32 510.00 2952.26 1366.14 3581.60 510.00 1545.50 1791.00 1810.00 2055.50 * 42050.000 531.11 .00 531.89 1415.18 2518.48 4168.17 1213.35 .00 .00 1788.00 1834.00 .00 * 42050.000 530.99 -.12 532.25 610.00 1877.28 4838.27 1184.45 610.00 1506.00 1788.00 1834.00 2116.00 34 186P5FW.DAT 11/30/2012 * 42090.000 535.40 .00 535.42 2728.81 3735.51 1118.19 3046.30 .00 .00 1788.00 1834.00 .00 * 42090.000 535.25 -.16 535.36 570.00 2726.18 2554.01 2619.82 570.00 1526.00 1788.00 1834.00 2096.00 42170.000 535.42 .00 535.42 2747.99 3824.41 355.25 3720.34 .00 .00 1791.00 1810.00 .00 * 42170.000 535.37 -.05 535.39 1010.00 3490.48 544.74 3864.78 1010.00 1295.50 1791.00 1810.00 2305.50 * 44200.000 535.57 .00 535.61 2015.52 2522.69 1149.35 4227.96 .00 .00 1740.00 1786.00 .00 * 44200.000 535.73 .16 535.90 580.00 3944.70 2037.81 1917.49 580.00 1473.00 1740.00 1786.00 2053.00 * 45820.000 538.30 .00 539.02 1023.78 3576.53 1817.71 2505.76 .00 .00 2160.00 2187.00 .00 * 45820.000 538.79 .49 539.32 630.00 3489.63 1660.81 2749.56 630.00 1858.50 2160.00 2187.00 2488.50 * 47450.000 543.63 .00 543.77 1416.69 4662.94 1151.58 2085.48 .00 .00 2349.00 2369.00 .00 * 47450.000 544.20 .57 544.49 500.00 3382.97 1496.26 3020.77 500.00 2109.00 2349.00 2369.00 2609.00 47540.000 543.69 .00 543.93 1949.24 3235.74 3678.24 986.03 .00 .00 1511.00 1591.00 .00 47540.000 544.30 .61 544.81 650.00 1400.60 4975.67 1523.73 650.00 1226.00 1511.00 1591.00 1876.00 * 47640.000 543.98 .00 544.07 2102.23 3828.70 2741.54 1329.76 .00 .00 1511.00 1591.00 .00 * 47640.000 544.87 .89 544.98 1110.00 2567.93 3111.74 2220.33 1110.00 996.00 1511.00 1591.00 2106.00 * 47670.000 548.55 .00 548.56 2250.00 4705.27 1101.51 2093.22 .00 .00 1511.00 1591.00 .00 * 47670.000 548.88 .32 548.90 1020.00 2981.39 1951.71 2966.90 1020.00 1041.00 1511.00 1591.00 2061.00 47720.000 548.55 .00 548.56 2250.00 4691.36 1136.65 2071.99 .00 .00 1511.00 1591.00 .00 47720.000 548.87 .32 548.90 875.00 2780.18 2233.49 2886.33 875.00 1113.50 1511.00 1591.00 1988.50 * 48350.000 548.57 .00 548.60 1864.25 2414.16 3178.76 2307.08 .00 .00 2130.00 2300.00 .00 * 48350.000 548.89 .32 549.08 240.00 247.47 6939.87 712.66 240.00 2095.00 2130.00 2300.00 2335.00 1 30NOV12 12:14:48 PAGE 34 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 11297.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11297.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 11300.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 11300.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 11300.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 11300.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 11300.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 11300.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 11301.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 35 186PSFW.DAT 11/30/2012 WARNING SECNO= 11301.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11453.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11453.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11588.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11588.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12402.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12820.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13339.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13339.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13620.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13620.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13829.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13829.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14170.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14170.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14495.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15113.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15113.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15160.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15160.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 30NOV12 12:14:48 PAGE 35 WARNING SECNO= 17980.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17980.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18150.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18240.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 36 186PSFW.DAT 11/30/2012 WARNING SECNO= 18500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 25085.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 25085.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25135.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25135.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 25285.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 25285.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 25285.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25335.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25635.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25785.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 30NOV12 12:14:48 PAGE 36 37 186PSFW.DAT 11/30/2012 WARNING SECNO= 25785.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 26170.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 26170.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27050.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27400.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27400.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27540.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31480.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31480.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31550.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31550.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34730.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 34730.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37100.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38380.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 38500.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 39720.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 39720.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 39720.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 39720.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41180.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 41950.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 42050.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL 38 186PSFW.DAT 11/30/2012 CAUTION SECNO= 42050.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 42050.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42050.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL 1 30NOV12 12:14:48 PAGE 37 WARNING SECNO= 42090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42090.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42170.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 44200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 45820.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 45820.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 45820.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 45820.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47450.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47450.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47640.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47670.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 47670.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 48350.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 30NOV12 12:14:48 PAGE 38 Floodway width summary: GRAPEVINE CREEK POST-PRO Profile No. 2 Left Sta Right Sta Left Distance Distance Right Section Elevation Top Encroach From Center From Encroach Number Increase Width Station Center Station Center Station 7250.000 .00 293.00 1700.00 146.50 1846.50 146.50 1993.00 7500.000 .00 299.00 1694.00 149.50 1843.50 149.50 1993.00 8000.000 .00 299.00 1694.00 149.50 1843.50 149.50 1993.00 8500.000 .00 290.00 1703.00 145.00 1848.00 145.00 1993.00 9500.000 .00 273.00 1720.00 136.50 1856.50 136.50 1993.00 10500.000 .00 273.00 1720.00 136.50 1856.50 136.50 1993.00 39 186P5FW.DAT 11/30/2012 10850.000 .00 300.00 1693.00 150.00 1843.00 150.00 1993.00 10935.000 .00 238.00 1731.00 111.50 1842.50 126.50 1969.00 10936.000 .00 238.00 1731.00 119.00 1850.00 119.00 1969.00 11044.000 .00 238.00 1731.00 119.00 1850.00 119.00 1969.00 11045.000 .00 287.00 1691.00 158.00 1849.00 129.00 1978.00 11070.000 .00 242.00 1715.00 119.00 1834.00 123.00 1957.00 11275.000 .00 242.00 1715.00 121.00 1836.00 121.00 1957.00 11276.000 .00 242.00 1715.00 121.00 1836.00 121.00 1957.00 11296.000 .00 242.00 1715.00 121.00 1836.00 121.00 1957.00 11297.000 .00 243.00 1715.00 121.50 1836.50 121.50 1958.00 11299.000 .00 243.00 1715.00 121.50 1836.50 121.50 1958.00 11300.000 -.05 243.00 1715.00 121.50 1836.50 121.50 1958.00 11301.000 .02 243.00 1715.00 135.00 1850.00 108.00 1958.00 11313.000 .04 270.00 1715.00 135.00 1850.00 135.00 1985.00 11453.000 .04 261.00 1049.00 84.50 1133.50 176.50 1310.00 11588.000 .01 590.00 1310.00 352.00 1662.00 238.00 1900.00 12402.000 .41 853.00 1625.00 782.00 2407.00 71.00 2478.00 12820.000 .79 780.00 1100.00 718.00 1818.00 62.00 1880.00 13339.000 .99 697.00 1603.00 426.50 2029.50 270.50 2300.00 13620.000 .95 665.00 1185.00 308.00 1493.00 357.00 1850.00 13829.000 .89 480.00 1270.00 258.50 1528.50 221.50 1750.00 14170.000 .77 550.00 1550.00 264.50 1814.50 285.50 2100.00 14495.000 .54 410.00 1149.00 100.00 1249.00 310.00 1559.00 14820.000 .60 536.00 1114.00 78.50 1192.50 457.50 1650.00 15113.000 .54 256.00 1044.00 67.00 1111.00 189.00 1300.00 15160.000 .47 154.10 426.00 77.05 503.05 77.05 580.10 15310.000 .46 154.10 426.00 77.05 503.05 77.05 580.10 15600.000 .36 100.00 1335.50 50.00 1385.50 50.00 1435.50 15610.000 .39 100.00 1335.50 50.00 1385.50 50.00 1435.50 15630.000 .37 100.00 1112.50 50.00 1162.50 50.00 1212.50 15640.000 .35 100.00 1101.00 50.00 1151.00 50.00 1201.00 15650.000 .36 100.00 1101.00 50.00 1151.00 50.00 1201.00 15660.000 .48 115.00 1072.00 57.50 1129.50 57.50 1187.00 15680.000 .63 188.00 1052.00 94.00 1146.00 94.00 1240.00 15730.000 .58 371.00 1099.00 104.00 1203.00 267.00 1470.00 16480.000 .34 638.00 1390.00 288.00 1678.00 350.00 2028.00 17600.000 .31 615.00 1255.00 317.50 1572.50 297.50 1870.00 17980.000 .23 367.00 1305.00 190.00 1495.00 177.00 1672.00 18150.000 .17 328.00 1321.00 194.00 1515.00 134.00 1649.00 18210.000 .16 310.00 1340.00 177.50 1517.50 132.50 1650.00 18240.000 .36 335.00 1290.00 226.50 1516.50 108.50 1625.00 1 30N0V12 12:14:48 PAGE 39 18320.000 .43 400.00 1340.00 205.00 1545.00 195.00 1740.00 18450.000 .85 490.00 1245.00 252.50 1497.50 237.50 1735.00 18500.000 .98 350.00 4800.00 177.50 4977.50 172.50 5150.00 18514.000 .93 405.00 1390.00 206.85 1596.85 198.15 1795.00 18515.000 .95 390.00 1400.00 196.85 1596.85 193.15 1790.00 18565.000 .81 370.00 1410.00 186.33 1596.32 183.68 1780.00 40 186P5FW.DAT 11/30/2012 18566.000 .80 250.00 1470.00 125.73 1595.73 124.27 1720.00 18600.000 .20 265.00 1290.00 135.00 1425.00 130.00 1555.00 18615.000 .28 290.00 1275.00 150.00 1425.00 140.00 1565.00 18650.000 .07 290.00 1690.00 146.50 1836.50 143.50 1980.00 .100 .86 315.00 335.00 177.50 512.50 137.50 650.00 .200 .85 357.50 172.50 175.00 347.50 182.50 530.00 .300 .84 370.00 158.50 185.00 343.50 185.00 528.50 20540.000 .76 370.00 1225.00 318.50 1543.50 51.50 1595.00 .500 .65 350.00 225.00 291.00 516.00 59.00 575.00 .600 .65 250.00 205.00 207.50 412.50 42.50 455.00 21690.000 .19 200.00 1122.50 100.00 1222.50 100.00 1322.50 1.000 .37 180.00 32.00 79.00 111.00 101.00 212.00 22600.000 .42 200.00 1260.00 162.00 1422.00 38.00 1460.00 2.000 .56 180.00 66.00 74.50 140.50 105.50 246.00 23900.000 .39 350.00 1041.00 259.00 1300.00 91.00 1391.00 3.000 .29 220.00 79.00 129.50 208.50 90.50 299.00 4.000 .28 200.00 114.00 138.50 252.50 61.50 314.00 5.000 .26 210.00 65.00 88.00 153.00 122.00 275.00 24930.000 .27 230.00 1170.00 181.00 1351.00 49.00 1400.00 6.000 .23 180.00 100.00 123.50 223.50 56.50 280.00 25085.000 -.02 90.00 1537.00 45.00 1582.00 45.00 1627.00 25135.000 -.14 89.00 1534.00 44.50 1578.50 44.50 1623.00 25185.000 .12 174.00 1085.00 57.10 1142.10 116.90 1259.00 25235.000 .31 155.45 1079.30 37.85 1117.15 117.60 1234.75 25285.000 .11 200.00 969.60 100.00 1069.60 100.00 1169.60 25335.000 .43 200.00 983.50 100.00 1083.50 100.00 1183.50 25385.000 .44 221.00 983.00 110.90 1093.90 110.10 1204.00 25470.000 .51 232.00 1317.00 95.00 1412.00 137.00 1549.00 25500.000 .74 232.00 1317.00 63.00 1380.00 169.00 1549.00 25585.000 .77 230.00 1232.50 115.00 1347.50 115.00 1462.50 25635.000 .82 220.00 1225.50 110.00 1335.50 110.00 1445.50 25685.000 .71 220.00 1195.50 110.00 1305.50 110.00 1415.50 25725.000 .66 225.00 1227.00 107.00 1334.00 118.00 1452.00 25785.000 .66 269.00 1225.00 80.50 1305.50 188.50 1494.00 25820.000 .66 350.00 1129.00 139.00 1268.00 211.00 1479.00 26170.000 .62 247.00 1039.00 28.50 1067.50 218.50 1286.00 26550.000 .55 145.00 1037.00 53.00 1090.00 92.00 1182.00 26880.000 .48 110.00 1733.00 55.00 1788.00 55.00 1843.00 27050.000 .37 125.50 1000.00 50.50 1050.50 75.00 1125.50 27400.000 .65 415.00 1585.00 374.00 1959.00 41.00 2000.00 27540.000 .90 463.00 1615.00 399.00 2014.00 64.00 2078.00 27570.000 .76 468.00 1610.00 404.00 2014.00 64.00 2078.00 27620.000 .11 443.47 1548.54 410.46 1959.00 33.00 1992.00 30130.000 .75 127.19 2094.81 106.19 2201.00 21.00 2222.00 30189.000 .80 90.00 2155.50 45.00 2200.50 45.00 2245.50 30190.000 .83 90.00 2155.50 45.00 2200.50 45.00 2245.50 30200.000 .70 90.00 2155.50 45.00 2200.50 45.00 2245.50 30201.000 .58 90.00 2155.50 45.00 2200.50 45.00 2245.50 1 30NOV12 12:14:48 PAGE 40 41 186P5FW.DAT 11/30/2012 30250.000 .41 155.00 2067.00 134.00 2201.00 21.00 2222.00 31310.000 .41 186.00 1734.00 157.50 1891.50 28.50 1920.00 31480.000 *** Encroachments not set *** 31500.000 *** Encroachments not set *** 31550.000 .41 254.00 1666.00 225.50 1891.50 28.50 1920.00 34730.000 .50 211.00 1586.00 21.00 1607.00 190.00 1797.00 37100.000 .21 100.00 2206.00 26.50 2232.50 73.50 2306.00 38200.000 -.06 74.23 2750.00 12.50 2762.50 61.73 2824.23 38380.000 .73 300.00 2612.00 150.00 2762.00 150.00 2912.00 38420.000 .71 260.00 2630.00 132.00 2762.00 128.00 2890.00 38500.000 .65 260.00 2630.00 132.00 2762.00 128.00 2890.00 38580.000 .69 260.00 2630.00 132.00 2762.00 128.00 2890.00 38620.000 .63 260.00 2630.00 132.00 2762.00 128.00 2890.00 38670.000 .61 260.00 2630.00 132.00 2762.00 128.00 2890.00 39720.000 -.75 405.00 1517.00 202.50 1719.50 202.50 1922.00 41180.000 -1.19 600.00 2244.00 300.00 2544.00 300.00 2844.00 41950.000 .18 510.00 1545.50 255.00 1800.50 255.00 2055.50 42050.000 -.12 610.00 1506.00 305.00 1811.00 305.00 2116.00 42090.000 -.16 570.00 1526.00 285.00 1811.00 285.00 2096.00 42170.000 -.05 1010.00 1295.50 505.00 1800.50 505.00 2305.50 44200.000 .16 580.00 1473.00 290.00 1763.00 290.00 2053.00 45820.000 .49 630.00 1858.50 315.00 2173.50 315.00 2488.50 47450.000 .57 500.00 2109.00 250.00 2359.00 250.00 2609.00 47540.000 .61 650.00 1226.00 325.00 1551.00 325.00 1876.00 47640.000 .89 1110.00 996.00 555.00 1551.00 555.00 2106.00 47670.000 .32 1020.00 1041.00 510.00 1551.00 510.00 2061.00 47720.000 .32 875.00 1113.50 437.50 1551.00 437.50 1988.50 48350.000 .32 240.00 2095.00 120.00 2215.00 120.00 2335.00 1 30NOV12 12:14:48 PAGE 41 FLOODWAY DATA, GRAPEVINE CREEK POST-PRO PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 7250.000 248. 1931. 5.0 436.9 436.9 .0 7500.000 248. 1901. 5.1 437.2 437.2 .0 8000.000 259. 2017. 4.8 437.8 437.8 .0 8500.000 230. 1756. 5.5 438.4 438.4 .0 9500.000 239. 1628. 6.0 440.1 440.1 .0 10500.000 243. 1754. 5.5 442.0 442.0 .0 10850.000 254. 1790. 5.4 442.5 442.5 .0 10935.000 238. 1799. 5.4 442.7 442.7 .0 42 186P5FW.DAT 11/30/2012 10936.000 238. 1738. 5.6 442.7 442.7 .0 11044.000 237. 1692. 5.7 442.9 442.9 .0 11045.000 239. 1772. 5.5 442.9 442.9 .0 11070.000 218. 1736. 5.6 443.0 443.0 .0 11275.000 224. 1788. 5.4 443.4 443.4 .0 11276.000 224. 1728. 5.6 443.4 443.4 .0 11296.000 224. 1740. 5.6 443.4 443.4 .0 11297.000 221. 1197. 8.1 443.0 443.0 .0 11299.000 221. 1199. 8.1 443.1 443.1 .0 11300.000 225. 865. 11.2 444.0 444.1 -.1 11301.000 239. 1830. 5.3 446.0 446.0 .0 11313.000 266. 1876. 5.2 446.0 446.0 .0 11453.000 261. 1264. 7.7 446.0 446.0 .0 11588.000 590. 2480. 3.9 447.8 447.8 .0 12402.000 853. 2911. 3.3 449.5 449.1 .4 12820.000 780. 3801. 2.6 450.2 449.4 .8 13339.000 697. 2001. 4.8 450.9 449.9 1.0 13620.000 665. 2934. 3.7 452.4 451.5 .9 13829.000 480. 1779. 6.2 452.9 452.0 .9 14170.000 550. 2974. 3.7 455.0 454.2 .8 14495.000 410. 1939. 5.7 455.6 455.1 .5 14820.000 512. 2636. 4.2 457.2 456.6 .6 15113.000 239. 1801. 6.1 457.8 457.3 .5 15160.000 138. 1788. 6.2 458.0 457.5 .5 15310.000 138. 1795. 6.1 458.1 457.6 .5 15600.000 100. 1311. 8.4 457.9 457.5 .4 15610.000 100. 1328. 8.3 458.1 457.7 .4 15630.000 100. 1311. 8.4 458.1 457.7 .4 15640.000 100. 1334. 8.2 458.2 457.8 .4 15650.000 100. 1337. 8.2 458.2 457.8 .4 15660.000 115. 1326. 8.3 458.1 457.6 .5 15680.000 180. 1610. 6.8 458.7 458.1 .6 15730.000 202. 1705. 6.5 459.0 458.4 .6 16480.000 638. 3583. 3.1 460.6 460.3 .3 1 30NOV12 12:14:48 PAGE 42 FLOODWAY DATA, GRAPEVINE CREEK POST-PRO PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 17600.000 615. 2461. 4.8 462.3 462.0 .3 17980.000 367. 2787. 4.2 463.7 463.5 .2 18150.000 328. 2152. 5.5 463.8 463.6 .2 43 186P5FW.DAT 11/30/2012 18210.000 310. 1961. 6.0 463.9 463.7 .2 18240.000 335. 1765. 6.7 463.9 463.5 .4 18320.000 339. 2029. 5.8 464.5 464.1 .4 18450.000 475. 2721. 4.3 465.3 464.5 .8 18500.000 350. 1806. 6.5 465.1 464.1 1.0 18514.000 151. 1327. 8.9 465.0 464.1 .9 18515.000 151. 1274. 9.3 464.9 464.0 .9 18565.000 151. 1318. 9.0 465.2 464.4 .8 18566.000 151. 1355. 8.7 465.2 464.4 .8 18600.000 265. 2116. 5.6 466.2 466.0 .2 18615.000 290. 2262. 5.2 466.4 466.1 .3 18650.000 290. 1476. 8.0 465.9 465.8 .1 .100 315. 2342. 5.0 468.6 467.7 .9 .200 357. 2058. 5.7 469.5 468.6 .9 .300 370. 2838. 4.2 471.3 470.5 .8 20540.000 370. 3062. 3.9 472.3 471.5 .8 .500 350. 3531. 3.3 472.9 472.2 .7 .600 250. 1380. 8.5 472.6 471.9 .7 21690.000 200. 1286. 9.2 474.3 474.1 .2 1.000 180. 1647. 7.2 477.4 477.0 .4 22600.000 200. 1566. 7.5 478.4 478.0 .4 2.000 180. 1577. 7.5 480.6 480.0 .6 23900.000 349. 2498. 4.7 482.9 482.5 .4 3.000 220. 2097. 5.6 483.4 483.1 .3 4.000 195. 1565. 7.5 484.2 483.9 .3 5.000 207. 1852. 6.4 484.8 484.5 .3 24930.000 230. 2400. 4.9 485.5 485.2 .3 6.000 180. 1680. 7.0 485.2 485.0 .2 25085.000 90. 796. 14.8 484.0 484.0 .0 25135.000 89. 991. 11.9 485.8 485.9 -.1 25185.000 174. 1650. 7.1 486.9 486.8 .1 25235.000 155. 1678. 7.0 487.4 487.1 .3 25285.000 130. 1041. 11.3 486.2 486.1 .1 25335.000 178. 1968. 6.0 489.0 488.6 .4 25385.000 200. 2115. 5.6 489.1 488.7 .4 25470.000 232. 2316. 5.1 489.3 488.8 .5 25500.000 232. 2605. 4.5 490.2 489.5 .7 25585.000 230. 2294. 5.1 490.3 489.5 .8 25635.000 220. 1797. 6.6 489.9 489.1 .8 1 30NOV12 12:14:48 PAGE 43 FLOODWAY DATA, GRAPEVINE CREEK POST-PRO PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 44 186P5FW.DAT 11/30/2012 25685.000 220. 1984. 5.9 490.5 489.8 .7 25725.000 225. 2191. 5.4 490.7 490.0 .7 25785.000 269. 3486. 3.4 491.1 490.4 .7 25820.000 350. 3762. 3.2 491.2 490.5 .7 26170.000 247. 2390. 5.0 491.2 490.6 .6 26550.000 145. 1506. 7.9 491.7 491.2 .5 26880.000 110. 1265. 9.4 492.3 491.8 .5 27050.000 124. 1086. 9.7 492.8 492.4 .4 27400.000 415. 2220. 4.7 495.3 494.7 .6 27540.000 444. 1781. 5.9 495.6 494.7 .9 27570.000 448. 1760. 6.0 495.7 494.9 .8 27620.000 443. 1825. 5.8 495.7 495.6 .1 30130.000 127. 1369. 7.7 503.0 502.2 .8 30189.000 90. 1054. 10.0 503.0 502.2 .8 30190.000 90. 966. 10.9 502.8 502.0 .8 30200.000 90. 990. 10.6 503.1 502.4 .7 30201.000 90. 1110. 9.5 503.6 503.0 .6 30250.000 155. 1711. 6.1 504.4 504.0 .4 31310.000 181. 1794. 5.9 506.6 506.2 .4 31480.000 119. 1301. 8.1 506.9 506.4 .5 31500.000 119. 1301. 8.1 507.1 506.6 .5 31550.000 250. 2204. 4.8 507.9 507.5 .4 34730.000 211. 1413. 7.4 514.2 513.7 .5 37100.000 100. 1049. 3.7 520.9 520.7 .2 38200.000 74. 623. 6.2 522.5 522.6 -.1 38380.000 244. 1920. 2.0 523.2 522.5 .7 38420.000 243. 1896. 2.0 523.3 522.6 .7 38500.000 241. 1824. 2.1 523.3 522.6 .7 38580.000 238. 1730. 2.2 523.3 522.6 .7 38620.000 237. 1705. 2.3 523.3 522.7 .6 38670.000 237. 1681. 2.3 523.3 522.7 .6 39720.000 382. 1007. 3.8 523.3 524.0 -.7 41180.000 533. 2353. 3.4 527.6 528.8 -1.2 41950.000 510. 1667. 4.7 529.9 529.7 .2 42050.000 610. 1395. 5.7 531.0 531.1 -.1 42090.000 570. 3773. 2.1 535.2 535.4 -.2 42170.000 1010. 7444. 1.1 535.4 535.4 .0 44200.000 580. 2815. 2.8 535.8 535.6 .2 45820.000 630. 1612. 4.9 538.8 538.3 .5 47450.000 500. 2145. 3.7 544.2 543.6 .6 47540.000 650. 2031. 3.9 544.3 543.7 .6 47640.000 1110. 4127. 1.9 544.9 544.0 .9 1 30NOV12 12:14:48 PAGE 44 FLOODWAY DATA, GRAPEVINE CREEK POST-PRO 45 186PSFW.DAT 11/30/2012 PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 47670.000 1020. 7945. 1.0 548.9 548.6 .3 47720.000 875. 6687. 1.2 548.9 548.6 .3 48350.000 240. 2432. 3.2 548.9 548.6 .3 46 REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX D Hydraulic Output—Corrected Effective Model (Multi-Profile) HEC-RAS Plan CorEft River:RIVER-1 Reach:Reach-1 Reach River Ste Profile Q Total Min Ch El W.S.Elev .Chit W S. E.G-Elev E.G.Slope Vet Chot Flow Area „Top Wid01. 7.Frotrdee,#Chi (cfs) (6) =(ft) (tt) =(ft) OM) (ft/s) >(se ft) •=ay '' , Reach-1 7250 10-Yr FEMA 5900.00 423.52 434.71 430.41 434.98 0.001200 4.20 1403.53 235.21 0.30 Reach-1 7250 50-Yr FEMA 8600.00 423.52 436.31 431.42 436.67 0.001201 4.81 1788.11 244.46 0.31 Reach-1 7250 100-Yr FEMA 9700.00 423.52 436.90 431.78 437.29 0.001201 5.02 1932.99 247.86 0.32 Reach-1 7250 500-Yr FEMA 12700.00 423.52 438.37 432.69 43884 0.001201 5.51 2304.58 256.37 0.32 Reach-I 7500 10-Yr FEMA 5900.00 423.67 434.98 435.25 0.000982 4.17 1415.23 206.13 0.28 Reach-1 7500 50-Yr FEMA 8600.00 423.67 436.59 436.96 0.001128 4.89 1757.73 223.23 0.31 Reach-1 7500 :. 100-Yr FEMA 9700.00 423.67 437.20 437.60 0.001267 5.10 1900.20 247.45 0.32 Reach-1 7500 500-Yr FEMA 12700.00 423.67 438.68 439.16 0.001288 5.56 2284.83 264.82 0.33 Reach-1 8000 10-Yr FEMA 5900.00 424.02 435.47 435.72 0.000877 4.01 1471.19 208.78 0.27 Reach-1 -' 8000 50-Yr FEMA 8600.00 424.02 437.19 437.52 0.001091 4.64 1853.00 249.05 0.30 ,Re8ch 1 ! 8000 100-Yr FEMA 9700.00 424.02 437.84 438.19 0.001097 4.80 2019.37 258.66 0.30 [(each-1 : 8000 -500-Yr FEMA 12700.00 424.02 439.32 439.75 0.001090 5.27 2409.63 266.95 0.31 ,4`.`F''.:... {each-1 8500 10-Yr FEMA 5900.00 425.06 435.95 436.30 0.001430 4.73 1246.17 198.63 0.33 Reach-1 8500 50-Yr.FEMA 8600.00 425.06 437.73 438.17 0.001413 5.33 1612.29 212.77 0.34 Reach-1 : 8500 100-Yr FEMA 9700.00 425.06 438.39 438.87 0.001498 5.52 1757.45 230.31 0.35 '$each-1 8500 500-Yr FEMA 12700.00 425.06 439.89 440.44 0.001580 5.95 2133.43 259.94 0.37 N ach-1 F 9500 10-Yr FEMA 590020 426.97 437.64 438.10 0.002247 5.47 1078.07 193.71 0.41 ,reach-1 -9500 i 50-YrFEMA 8600.00 426.97 439.41 439.94 0.002195 5.84 1471.54 235.73 0.41 Re<r'ch.t ',' 9500 100-Yr FEMA 9700.00 426.97 440.07 440.62 0.002031 5.95 1629.56 239.48 0.40 Reach-1 9500 „ 500-Yr FEMA 12700.00 426.97 441.55 442.18 0.001878 6.38 1989.51 247.82 0.40 fCegdl-1 10500 10-Yr FEMA 5900.00 428.78 439.72 440.08 0.001743 4.82 1224.58 220.96 0.36 Ref 10500 50-Yr FEMA 8600.00 428.78 441.40 441.84 0.001641 5.32 1616.45 239.97 0.36 0:40-1 10500 100-YrFEMA 9700.00 428.78 441.96 442.44 0.001621 5.53 1753.87 243.22 0.36 'acl`1.1 10500' 500-Yr FEMA 12700.00 428.78 443.35 443.92 0.001603 6.06 2096.63 251.14 0.37 $ t-1• '.! 10850 10-Yr FEMA 5900.00 429.40 440.30 440.64 0.001463 4.70 1255.65 206.05 0.34 8fre,ch 1 - 10850 50-Yr FEMA 8600.00 429.40 441.98 442.41 0.001607 5.22 1647.31 247.98 0.36 4 ,7ch-1 10850 : 100-Yr FEMA 9700.00 429.40 442.55 443.01 0.001605 5.42 1789.92 254.40 0.36 Reach-1 10850 500-Yr FEMA 12700.00 429.40 443.95 444.49 0.001603 5.89 2156.33 270.20 0.37 Reach-1 10935 : 10-Yr FEMA 5900.00 429.60 440.44 436.65 440.77 0.001503 4.65 1269.75 216.48 0.34 Reach-1 is 10935 50-YrFEMA 8600.00 429.60 442.13 437.65 442.54 0.001483 5.16 1665.28 238.00 0.34 Rea h-1 10935 100-Yr FEMA 9700.00 429.60 442.69 438.03 443.14 0.001468 5.39 1798.78 238.00 0.35 Reach-1 10935 500-Yr FEMA 12700.00 429.60 444.07 438.95 444.62 0.001458 5.97 2128.04 238.00 0.35 '$t -1 ! 10936 10-Yr FEMA 5900.00 429.60 440.43 440.79 0.001938 4.83 1220.99 210.49 0.35 each-1 1 10936 50-Yr FEMA 8600.00 429.60 442.11 442.56 0.001936 5.35 1606.48 232.00 026 Reich-1 ' 10936 100-Yr FEMA 9700.00 429.60 442.67 443.16 0.001932 5.59 1736.36 232.00 0.36 ,Beach-1 10930 500-Yr FEMA 12700.00 429.60 444.05 444.64 0.001960 6.18 2056.64 232.00 027 Reach-1 10990 Bridge aCh-1 11044 '10-Yr FEMA 5900.00 429.80 440.63 436.82 440.99 0.001682 4.76 1238.46 193.18 033 f.F�a',`ach-1 11044 50-Yr FEMA 8600.00 429.80 442.30 437.85 442.77 0.001811 5.47 1572.01 206.22 0.35 each-1 11044 100-Yr FEMA 9700.00 429.80 442.88 438.23 443.38 0.002069 5.72 1694.80 231.47 0.37 flaach-1 11044 500-Yr FEMA 12700.00 429.80 444.26 439.16 444.87 0.002077 6.30 2015.49 232.00 0.38 'each-1 11045 10-Yr FEMA 5900.00 429.80 440.67 436.77 441.00 0.001286 4.57 1292.28 200.98 0.32 AO-ach-1 11045 50-Yr FEMA 8600.00 429.80 442.36 437.76 442.78 0001339 5.24 1642.05 216.24 0.33 ,each-1 11045 100-Yr FEMA 9700.00 429.80 442.93 438.14 443.40 0.001339 5.50 1772.44 237.58 0.34 FCeach-1 ,° 11045. 500-Yr FEMA 12700.00 429.80 444.30 439.07 444.89 0.001365 6.15 2098.84 238.00 0.35 _ Reich-1 - 11070 10-YrFEMA 5900.00 429.80 440.70 441.04 0.001388 4.68 1261.37 200.42 0.33 Reach-1 11070 50-Yr FEMA 8600.00 429.80 442.38 442.83 0.001428 5.34 1610.42 214.01 0.34 Reach-1 11070 100-Yr FEMA- 9700.00 429.80 442.96 443.44 0.001460 5.59 1734.45 218.64 0.35 Reaih-1 11070 500-Yr FEMA 12700.00 429.80 444.34 444.92 0.001772 6.13 2072.63 26481 0.39 Reach-1 11275 10-Yr FEMA 5900.00 430.31 441.09 441.41 0.002469 4.55 1296.16 205.24 0.32 Reach-1 11275 50-Yr FEMA 8600.00 430.31 442.79 443.21 0.002539 5.18 1658.67 220.44 0.33 ,Reach-1 11275 100-Yr FEMA 9700.00 430.31 443.38 443.83 0.002566 5.42 1790.04 231.51 0.34 Reach-1 11275 500-Yr FEMA 12700.00 430.31 444.81 445.36 0.002604 5.99 2140.80 252.51 0.35 M Reac11-1 ` 11276 10-Yr FEMA : 5900.00 433.00 441.07 441.42 0.002859 4.77 1237.22 204.85 0.34 Reach-I :.. '11276 : 50-Yr FEMA ( 8600.00 433.00 442.77 443.22 0.002846 5.38 1598.96 219.98 0.35 ach-1 11276 100-Yr FEMA 9700.00 433.00 443.36 443.85 0.002854 5.61 1729.86 230.72 0.36 ach-1 11276 500-Yr FEMA 12700.00 433.00 444.79 445.38 0.002648 6.17 2079.54 252.01 0.36 keach-1 11296 10-Yr FEMA 5900.00 433.00 441.13 441.48 0.002770 4.72 1250.34 205.41 0.34 8ch-1 11296 ' 50-Yr FEMA 8600.00 433.00 442.84 443.28 0.002774 5.33 1612.95 220.55 0.35 1 ,: 11296 100-Yr FEMA 9700.00 433.00 443.42 443.90 0.002781 5.57 1744.66 232.28 0.35 1 11296 500-Yr FEMA 12700.00 433.00 444.85 445.43 0.002783 6.12 2096.09 252.47 0.36 HEC-RAS Plan.CorES River.RIVER-1 Reach.Reach-1(Continued) Reach River Ste Profile Q Total tket Ch El WS.Elev Chit W.S. E.G.Elev E.G.Slope Vel Chnl Flow Area Top Width Froude It Chl (efs) '(ft) (ft) '.(ft) (8) (Mi) Ws). (s9 ft) (8) Reach-1 11297 10-Yr FEMA 5900.00 435.00 440.53 440.19 441.75 0.022450 8.86 666.00 200.82 0.86 Reach-1 11297 50-Yr FEMA 8600.00 435.00 442.44_ 443.46 0.011019 8.08 1064.27 215.88 084 Reach-1 11297 100-Yr FEMA 9700.00 435.00 443.05- 444.07 0.009757 8.11 1196.64 221.48 0.61 Reach-1 11297 500-Yr FEMA 12700.00 435.00 444.52_ 445.58 0.007701 8.30 1546.20 249.24 0.56 Reach-1. 11299 10-Yr FEMA 5900.00 435.00 440.68 441.79 0.019585 8.48 695.45 20187 081 Reach-1 11299 50-Yr FEMA 8600.00 435.00 442.48 443.48 0.010782 8.02 1071.76 216.15 0.64 Reach-1 11299 100-Yr FEMA 9700.00 435.00 443.08 444.09 0.009603 8.07 1202.70 222.15 0.61 Reach-1 11299 500-Yr FEMA 12700.00 435.00 444.54- 445.60 0.007633 8.28 1550.82 249.40 0.56 Reach-1 11300 10-Yr FEMA 5900.00 435 00 442 88 442 88 444 32 0.034303 9 63 612 87 M 1.01 Reach-1i. 11300 50-Yr FEMA 8600.00 435.00 443.73 443.73 445.52 0.030699 10.74 805.12 237.77 1.00 °zac81-1 11300 100-Yr FEMA 9700.00 435.00 444.03 444.03 445.95 0.029921 11.15 878.27 244.76 1.00 Reach-1 11300 500-YrFEMA, 12700.00 435.00 444.83 444.83 447.05 0.027385 11.98 1078.03 251.70 0.98 Reach-1 11301 10-Yr FEMA 5900.00 435.00 444.43 444.68 0001378 4.02 1467.00 240.91 0.29 Reach-1: 11301'. 50-Yr FEMA 8600.00 435.00 445.57 445.94 0.001809 4.91 1751.87 258.85 0.33 Reach-1 11301 100-Yr FEMA 9700.00 435.00 445.99 446.41 0.001953 5.21 1861.50 265.44 0.35 Reach-1. 11301 500-Yr FEMA- 12700.00 435.00 447.00 447.55 0.002187 5.96 2133.51 274.13 0.37 Reach-1 '.: 11313 10-Yr FEMA 5900.00 435.00 444.45 444.70 0.001366 4.01 1471.69 241.22 0.29 `each-1': 11313 50-Yr FEMA 8600.00 435.00 445.60 445.97 0.001790 4.89 1758.40 259.25 0.33 1=ath-1" 11313. 100-Yr FEMA^ 9700.00 435.00 446.02 446.43 0.001930 5.19 1868.83 265.76 0.34 Reach-1 11313 500-Yr FEMA 12700.00 435.00 447.03 447.57 0.002158 5.93 2142.26 275.12 0.37 Reach-1 11453 10-Yr FEMA 5900.00 435.07 444.40 445.42 0.005465 8.72 877.79 212.73 0.57 Reach-1 11453 50-Yr FEMA 8600.00 435.07 445.51 446.90 0.006457 10.41 1136.84 253.82 0.63 Reach-1 11453 100-Yr FEMA 9700.00 435.07 445.92_ 447.43 0.006696 10.95 1244.39 269.04 0.65 Reach-1 11453 500-Yr FEMA 12700.00 435.07 446.91 448.68 0.007139 12.13 1525.20 297.49 0.68 Reach-1: 11588 10-Yr FEMA 5900.00 435.14 445.74 443.92 446.16 0.003624 6.21 1338.32 390.99 0.39 1=MIIII 1.1588 50-Yr FEMA 8600.00 435.14 447.34 444.77 447.73 0.002795 6.18 2076.43 856.52 0.36 Reach-1 11588 100-YfFEMA 9700.00 435.14 447.91 445.10 448.28 0.002564 6.16 2394.16 949.31 0.35 Reach-1' 11588 -. 500-YrFEMA 12700.00 435.14 449.24 445.90 449.57 0.002083 6.04 3209.33 1130.00 0.32 Reach-1 - 12402 10-Yr FEMA 5900.00 435.72 447.63 445.87 447.79 0001641 4.62 2699.95 1281.26 0.27 (Reach-1 12402 50-Yr FEMA 8600.00 435.72 448.76 446.69 448.88 0.001186 4.24 4077.54 1391.85 0.23 Reach-1.. 12402. 100-Yr.FEMA - 9700.00 435.72 449.19 446.90 449.30 0.001051 4.10 4613.49 1400.92 0.22 Reach-1 12402 500-Yr FEMA 12700.00 435.72 450.27 447.36 450.36 0.000834 3.89 5970.83 1430.56 0.20 • ,w ach-1; 12820.... 10-Yr FEMA 5900.00 436.00 448.12 448.20 0.000936 3.22 3331.69 1125.89 0.20 4-each-1' 12820 50-Yr FEMA 8600.00 436.00 449.11 449.19 0.000851 3.32 4462.40 1158.26 0.19 Reach-1 12820 r 100-Yr FEMA 9700.00 436.00 449.50 449.58 0.000812 3.34 4916.48 1171.01 0.19 Reach-1 12820 500-Yr FEMA '- 12700.00 436.00 450.51 450.60 0.000719 3.36 6113.08 1194.13 0.18 Reach-1 13339 10-Yr FEMA 5900.00 437.15 449.28 449.28 449.85 0.005655 7.79 1714.11 1351.86 0.48 Reach-1 13339 50-Yr FEMA 8600.00 437.15 449.75 449.66 450.31 0.006236 8.49 2318.42 1615.26 0.51 Reach-1`. 13339 100-Yr FEMA 9700.00 437.15 450.15 449.79 450.57 0.004896 7.75 2877.08 2361.60 0.45 Reach-1 13339 500-Yr FEMA 12700.00 437.15 451.09 450.18 451.32 0.002795 6.25 4276.59 2368.41 0.35 Reach-1 13620 10-Yr FEMA 6900.00 438.00 450.85 451.06 0.001958 4.92 2671.64 1112.17 0.29 ach-1 - 13620 50-Yr FEMA 9700.00 438.00 451.44 451.68 0.002204 5.45 3330.20 1122.45 0.31 teach-1 13620 100-Yr FEMA': 11000.00 438.00 451.62 451.88 0.002417 5.78 3533.82 1125.61 0.33 Reach-1 13620 500-Yr FEMA 14200.00 438.00 452.14 452.43 0.002663 6.28 4115.25 1146.33 0.35 ,ach-1 13829 10-Yr FEMA 6900.00 438.50 451.19 449.98 451.98 0.007976 8.68 1357.51 694.80 0.57 '(teach-1 13829 50-Yr FEMA 9700.00 438.50 451.87 452.67 0.008569 9.35 1880.41 846.04 0.59 Reach-1 13829 100-Yr FEMA 11000.00 438.50 452.10 451.74 452.96 0.009298 9.89 2082.38 898.76 0.62 Reach-1 13829 500-Yr FEMA • 14200.00 438.50 452.72 453.49 0.008252 9.80 2647.13 915.88 0.59 Reath-1 14170 10-Yr FEMA 6900.00 439.80 453.24 453.49 0.001914 5.24 2240.31 638.79 0.29 Reach-1 14170 50-Yr FEMA 9700.00 439.80 454.05 454-34 0.002165 5.87 2760.46 648.86 0.31 Reach-1 14170 100-Yr FEMA 11000.00 439.80 454.41 454.72 0.002222 6.08 2993.97 653.33 0.32 Reach-1 14170 500-Yr FEMA 14200.00 439.80 454.97 455.36 0.002654 6.86 3367.25 660.41 0.35 Reach-1 - 14495 10-Yr FEMA 6900.00 440.30 453.94 454.41 0.004938 7.08 1548.04 571.42 0.38 1 =44d1-1 14495 50-Yr FEMA 9700.00 440.30 454.81 455.27 0.004575 7.18 2056.73 592.16 0.37 'eaCh-1 14495 100-Yr FEMA 11000.00 440.30 455.18 455.64 0.004439 7.21 2274.94 600.83 0.36 1 14495. 500-Yr FEMA.. 14200.00 440.30 455.86 456.38 0.004574 7.60 2691.86 617.07 0.37 94820 10-Yr FEMA 6900.00 440.80 455.51 454.26 455.83 0.003996 5.79 2022.52 679.32 0.34 1 : . 14820 50-Yr FEMA - 9700.00 440.80 456.32 454.85 456.67 0.004256 6.34 2596.00 737.10 0.36 1-1 ac t, 14820 100-Yr FEMA 11000.00 440.80 456.67 455.08 457.03 0.004314 6.53 2853.21 763.39 0.36 m.g8Ch-1 -: 14820 500-Yr FEMA 14200.00 440.80 457.42 455.57 457.80 0.004432 6.95 3447.63 820.92 0.37 HEC-RAS Plan.CorEff River:RIVER-1 Reach.Reach-1(Continued) .:,Reach River Ste Profile Q Total Minch El WS Elev, Crf W.S. 'E.G.Elev E.G.Slope Vet Clint F7orrArea Top Width Frpude#Clii (do) (ft) 'It (ft} (ft) (ftNQ (ft/0 (het) (ft) Reach-1 15113 10-Yr FEMA 6900.00 440.00 456.14 446.95 456.52 0.001089 4.94 1409.79 362.40 0.25 Reach-1 15113 50-Yr FEMA 9700.00 440.00 457.07 448.59 457.69 0.001674 6.35 1629.49 368.14 0.31 Reach-1 15113 100-Yr FEMA 11000.00 440.00 457.45 449.29 458.18 0.001938 6.93 171955 370.48 0.33 Reach-1 15113 500-Yr FEMA 1420000 440.00 458.26 450.83 459.27 0.002578 8.23 1913.31 375.48 0.39 Reach-1 15160 10-Yr FEMA 6900.00 440.00 456.28 446.74 456.58 0.000425 4.42 1561.82 13041 022 Reach-1 15160 50-Yr FEMA 9700.00 440.00 457.27 448.31 457.78 0.000670 5.73 1693.47 134.62 0.28 Reach-1 15160 : 100-Yr FEMA 1100000 440.00 457.66 448.95 458.28 0.000791 6.30 1747.01 136.29 0.31 React-1 15160 500-Yr FEMA 14200.00 440.00 458.49 450.43 459.39 0.001107 7.63 1860.22 139.77 0.37 Reach-1 15235 - Bridge Reach-1 15310 '10-Yr FEMA - - 6900.00 440.00 456.30 446.74 456.60 0.000423 4.41 1564.87 130.51 0.22 Reach-1:. 15310 50-Yr FEMA 9700.00 440.00 457.32 448.31 457.82 0.000663 5.71 1699.77 134.82 0.28 ,Reach-1 :15310 100-Yr FEMA 11000.00 440.00 457.73 448.95 458.34 0.000780 6.27 1755.32 136.55 0.31 Reach-1 15310 : 500-Yr FEMA 14200.00 440.00 458.59 450.43 459.48 0001083 7.57 1875.18 140.22 0.36 Reach-1 15600 10-Yr FEMA 6900.00 441.60 456.29 449.85 456.75 0.001743 5.49 1257.25 128.64 0.31 Reach-1 ' 15600 50-Yr FEMA 9700.00 441.60 457.29 451.36 458.05 0.002536 6.99 1387.46 129.00 0.38 Reach-1 15600 100-Yr FEMA 11000.00 441.60 457.70 451.98 458.61 0.002906 7.64 1439.72 129.00 0.40 !teach-1': 15600 500-Yr FEMA 441.60 458.55 453.40 459.86 0.003851 9.16 1549.73 129.00 0.47 Reach-1. 15605 Bridge Reach-1 15610 10-Yr FEMA 6900.00 441.60 456.35 449.85 456.81 0.001711 5.45 1265.32 128.84 0.31 Reach-1":: 15610 50-Yr FEMA : 9700.00 441.60 457.42 451.36 458.16 0.002448 6.91 1403.29 129.00 0.37 }react-1 15610 100-Yr FEMA 11000.00 441.60 457.86 451.98 458.74 0.002781 7.53 1460.15 129.00 0.39 Repch-1", 15610 500-Yr FEMA " 14200.00 441.60 460.86 453.40 461.77 0.002240 7.69 1846.95 129.00 0.36 #teach-1: 15630 10-YrFEMA 6900.00 441.70 456.34 456.86 0.001547 5.91 1323.18 174.22 0.30 Reach-1 15630 50-YrFEMA : 9700.00 441.70 457.42 458.22 0.002178 7.43 1514.93 181.23 0.37 Reacli-I 15630 100-YrFEMA f. 11000.00 441.70 457.87 458.81 0.002451 8.07 1597.00 184.15 0.39 (Meech-1',' 15630 500-Yr FEMA 14200.00 441.70 460.94 461.82 0.001811 7.98 2195.14 206.67 0.35 Reach-1 . 15640 10-Yr FEMA 6900.00 441.70 456.40 456.88 0.001409 5.67 1375.36 168.03 0.29 Reach-1 15640 :50-Yr FEMA > 9700.00 441.70 457.51 458.25 0.001983 7.15 1565.93 176.33 0.35 Reach-1 15640 100-Yr FEMA 11000.00 441.70 457.97 458.84 0.002232 7.76 1648.09 179.80 0.38 Reach-1 15640 500-Yr FEMA I 14200.00 441.70 461.00 461.84 0.001703 7.78 2225.22 203.73 0.34 Reach-1 15650 10-Yr FEMA 6900.00 441.70 456.42 456.89 0.001402 5.66 1378.01 168-15 0.29 Reach-1 15650 50-Yr FEMA 9700.00 441.70 457.53 458.27 0.001970 7.13 1570.02 176.51 0.35 Reach-1 15650 100-Yr FEMA 11000.00 441.70 458.00 458.86 0.002215 7.74 1652.89 180.00 027 Reach-1. 15650 500-Yr FEMA 14200.00 441.70 461.02 461.86 0.001695 7.76 2229.22 203.94 0.34 e8ch-1 15660 10-Yr FEMA 6900.00 441.70 456.31 456.96 0.001947 6.67 1188.71 147.27 0.34 .,each-1'. 15660 50-Yr FEMA 9700.00 441.70 457.36 458.38 0.002794 8.46 1346.31 154.83 0.41 Reach-1 15660 . 100-Yr FEMA 11000.00 441.70 457.78 458.99 0.003171 9.21 1413.37 157.94 0.44 Reach-1 15660 ' 500-Yr FEMA 14200.00 441.70 460.82 461.97 0.002398 9.18 1929.95 183.81 0.40 Reach-1: 15680 10-Yr FEMA 6900.00 441.73 456.53 457.02 0.002538 5.60 1231.58 165.47 0.36 Reach-1!: 15680 50-Yr FEMA 9700.00 441.73 457.77 458.47 0003171 6.73 1440.72 173.49 0.41 Reach-1 15680... 100-Yr FEMA 11000.00 441.73 458.30 459.10 0.003400 7.17 1533.79 176.94 0.43 Reach-1 15680 500-Yr FEMA 14200.00 441.73 461.35 462.06 0.002163 6.76 2106.50 200.40 0.36 F(each-1 15730 10-Yr FEMA 6900.00 441.75 456.69 457.16 0.002803 5.47 1262.38 189.48 0.37 Reach-1 15730 50-Yr FEMA 9700.00 441.75 458.00 458.64 0.003178 6.40 1514.93 196.80 0.41 Reach-1 15730 100-Yr FEMA 11000.00 441.75 458.56 459.27 0.003295 6.76 1626.67 199.96 0.42 Reach-1 15730 500-Yr FEMA l 14200.00 441.75 461.55 462.17 0.001985 6.33 2255.98 225.36 0.34 Reach-1 16480 10-Yr FEMA 6900.00 442.70 458.36 458.67 0.001518 5.28 2344.52 710.71 0.29 Reach-1 16480 50-Yr FEMA 9700.00 442.70 459.82 460.08 0.001257 5.24 3410.92 739.41 0.27 Reach-1 16480 . 100-Yr FEMA 11000.00 442.70 460.43 460.68 0.001167 5.22 3865.86 741.24 0.26 Reach-1 .16480 500-Yr FEMA. 14200-00 442.70 462.85 463.01 0.000667 4.44 5668.26 748.42 0.20 Reach-1 17600. 10-Yr FEMA 7500.00 445.00 460.43 455.86 461.38 0.003596 8.26 1392.94 645.74 0.44 'Reach-1. 17600 50-Yr.FEMA 10500.00 445.00 461.58 462.49 0.003507 8.73 2196.19 730.26 0.44 Reach-1 17600 100-Yr FEMA 11800.00 445.00 462.08 462.91 0.003288 8.68 2557.21 731.75 0.43 Beach-1 17600 500-Yr FEMA 15100-00 445.00 463.81 464.34 0.002108 7.58 3831.91 737.01 0.35 $each-1 17980 10-Yr FEMA 7500.00 446.10 461.99 462.15 0.000986 3.66 2857.96 606.72 0.23 1.eact-1 17980 50-Yr FEMA 1050000 446.10 463.10 463.30 0.001083 4.19 354706 631.58 0.25 hill h-1 7, 17980 100-Yr FEMA' ' 1180000 446.10 463.50 463.73 0.001130 4.41 3804.69 640.61 0.25 R.each-1 17980 500-Yr FEMA-:: 15100.00 446.10 464.75 464.99 0.001079 4.68 4620.15 664.17 0.25 `i each-1 18150 10-Yr FEMA 7500-00 446.60 462.09 462.42 0.001798 5.82 2301.42 547.09 0.31 #teach 1 18150 50-Yr FEMA 10500.00 446.60 463.22 463.59 0.001929 6.45 2935.24 572.65 0.33 HEC-RAS Plan.CorEff River;1- ER 1 Reach.Reach-1(Continued) Reach River Sta Profile CI Total Mel Ch El W.S)Elev Crif;W S-" E.G.Elev E.G.Slope Vol Civil Flow Area T'op Width -Fronde#GNI (cfs) (ft) ."eft) !(ft) ,, (ft) ;QM) ^(Ns). .(sq ft) -S (6) . .-, Reach-1 18150 100-Yr FEMA I 11800.00 44660 463.63 464.03 0 001994 6.71 3173.11 581.95 0.34 Reach-1 18150 506Yr FEMA 15100.00 446.60 464.88 465.27 0.001872 6.94 3915.40 607.95 0.33 Reach-1 18210 10-Yr FEMA 7500.00 446.80 462.19 462.55 0.002356 6.44 2174.41 530.84 0.35 Reach-1 18210 50-Yr FEMA 10500 00 44660 463.33 463.73 0002427 7.00 2799.95 560.14 0.36 Reach-1 18210 100-Yr FEMA 11800.00 446.80 463.75 464.16 0.002479 7.24 3036.29 570.82 0.37 Reach-1 18210 500-Yr FEMA 15100.00 446.80 464.99 465.40 0.002279 7.41 3764.09 600.53 0.36 Reach-1 18240 10-Yr FEMA 750000 44690 461.84 461.41 462.86 0.005907 9.15 1355.61 481.74 0.55 Reach-1 18240 50-Yr FEMA 10500.00 44600 463.08 463.99 0.005105 9.30 1975.54 518.71 0.52 Reach-1 18240 100-Yr FEMA 11800.00 446.90 463.51 464.42 0.004983 9.46 2204.21 532.66 0.52 Reach-1 18240 500-Yr FEMA 15100.00 446.90 46463 465.60 0.004030 9.22 2930.11 570.66 0.48 Reach-1 18320 10-Yr FEMA 7500.00 447.10 462.67 463.23 0.002993 7.19 1865.50 54025 040 Reach-1 18320 50-Yr FEMA 10500.00 447.10 463.74 464.33 0.003062 7.78 2461.86 566.75 0.41 Reach-1 18320 100-Yr FEMA 11800.00 447.10 464.16 464.76 0.003082 8.00 2698.21 576.72 0.42 Reach-1 18320 500-Yr FEMA 15100.00 447.10 465.31 465.89 0.002833 8.18 3379.22 603.83 0.41 Reach-1 18450 10-Yr FEMA 7500.00 447.50 463.02 463.62 0.002828 7.34 1837.32 538.02 0.39 Reach-1 : 18450 50-Yr FEMA 10500.00 447.50 464.10 464.74 0.002972 8.01 2441.18 574.10 0.41 Reach-1 18450 100-Yr FEMA 1180000 447.50 464.52 465.17 0.003019 8.26 2683.35 590.73 0.41 Reach-1 18450 500-Yr FEMA 15100.00 447.50 465.64 466.28 0.002868 8.53 3372.69 635.70 0.41 Reach-1 18500 10-Yr FEMA 7500.00 447.60 462.80 45964 463.99 0.005536 8.93 1046.89 436.97 0.54 Reach-1 18500 50-Yr FEMA 10500.00 447.60 463.74 461.69 465.19 0.006397 10.29 1494.38 523.86 0.59 Reach-1 18500 100-Yr FEMA 11800.00 447.60 464.15 463.56 465.63 0.006422 10.61 1716.19 563.68 0.60 ,Reach-1 18500 500-Yr FEMA 15100.00 447.60 465.41 466.65 0.005196 10.35 2472.56 625.37 0.55 Reach-1 18514 10-Yr FEMA 7500.00 448.68 463.42 464.15 0.001153 6.88 1090.67 143.86 0.44 Reach-1 18514 50-Yr FEMA 10500.00 448.68 464.09 465.31 0.001773 8.85 1189.06 148.07 0.55 Reach-1 18514 100-Yr FEMA 11800.00 448.68 464.19 465.69 0.002166 9.83 1203.19 148.66 0.60 Reach-1 18514 500-Yr FEMA 15100.00 448.68 465.09 467.08 0.002625 11.31 1339.46 154.27 0.67 Reach-1 18515 10-Yr FEMA 7500.00 448.68 463.39 464.18 0001607 7.15 1049.45 138.69 0.45 Reach-1 18515 50-Yr FEMA 10500.00 448.68 464.04 465.36 0.002525 9.22 1141.24 142.76 0.57 Reach-1 18515 100-Yr FEMA 11800.00 448.68 464.12 465.76 0.003105 10.26 1152.79 143.26 0.63 Reach-1 18515 500-Yr FEMA 15100.00 448.68 46600 467.17 0.003855 11.84 1280.29 14270 0.71 Reach-1 18540 Bridge Reach-1 18565 10-Yr FEMA 7500.00 448.49 463.52 459.46 464.27 0.001485 6.96 1078.84 138.83 0.44 Reach-1 18565 50-Yr FEMA 10500.00 448.49 464.29 460.88 465.51 0.002260 8.86 1187.40 143.52 0.54 Reach-1 18565 100-Yr FEMA 11800.00 448.49 464.47 461.43 465.95 0.002694 9.75 1213.65 144.63 0.59 Reach-1 18565 500-Yr FEMA 15100.00 448.49 465.53 46269 467.43 0.003208 11.07 1369.63 151.06 0.64 Reach-1 18566 10-Yr FEMA 7500.00 448.49 463.51 464.29 0.000953 7.11 1115.67 143.76 0.41 Reach-1 18566 50-Yr FEMA 10500.00 448.49 464.26 465.55 0.001439 9.19 1224.41 148.30 0.51 Reach-1 18566 100-Yr FEMA 11800.00 448.49 464.42 466.00 0.001717 10.15 1249.50 149.33 0.56 Reach-1 18566 500-Yr FEMA 15100.00 448.49 465.42 467.54 0.002044 11.79 1401.91 155.42 0.62 Reach-1 18600 10-Yr FEMA 7500.00 447.40 464.12 464.46 0.001974 5.15 1985.19 494.68 0.32 Reach-1 18600 50-Yr FEMA 10500.00 447.40 465.51 465.88 0.001842 5.53 2707.58 538.64 0.32 Reach-1 18600 100-Yr FEMA 11800.00 447.40 466.04 466.42 0.001806 5.68 2995.71 553.59 0.32 Reath-1 18600 500-Yr FEMA 15100.00 447.40 467.79 468.13 0.001400 5.57 4002.78 598.04 0.29 Reach-1 18615 10-Yr FEMA 7500.00 447.40 464.15 464.49 0.001934 5.11 2002.76 496.10 0.32 Reach-1 18615 50-Yr FEMA 10500.00 447.40 465.54 465.91 0.001813 5.50 2724.91 539.55 0.32 Reach-1 18615 100-Yr FEMA. 11800.00 447.40 466.07 466.45 0.001779 5.65 3013.34 554.49 0.32 Reach-1 18615 500-Yr FEMA 15100.00 447.40 467.81 468.15 0.001387 5.55 4017.37 598.63 0.29 Reach-1 18650 10-Yr FEMA 7500.00 447.50 463.61 459.92 465.27 0.006465 10.57 930.04 423.57 0.57 Reach-1 18650 50-Yr FEMA 10500.00 44760 465.14 464.88 466.52 0.005438 10.59 1762.98 608.63 0.53 Reach-1 18650 100-Yr FEMA 11800.00 447.50 465.77 466.94 0.004733 1022 2153.78 629.91 0.50 ;Reach-1 18650 500-Yr FEMA 15100.00 447.50 467.71 468.39 0.002816 8.65 3468.87 743.69 0.40 Reach-1 19160 10-Yr FEMA 7500.00 449.00 466.34 466.77 0.001579 5.76 2175.75 561.83 0.30 Reach-1 - 19160 50-Yr FEMA 10500.00 449.00 467.45 467.98 0.001870 6.67 2812.40 584.06 0.33 Reach-1 19160 100-Yr FEMA 11800.00 449.00 467.77 468.36 0.002058 7.11 3000.84 590.47 0.35 Reach-1 19160 500-Yr FEMA 15100.00 449.00 468.81 469.47 0.002214 7.77 3622.62 609.17 037 Reach-1 19550 10-Yr FEMA 750000 450.20 466.94 466.35 467.98 0.006084 9.15 1472.55 545.79 0.55 4 each-1 19550 50-Yr FEMA 10500.00 450.20 468.22 469.16 0.005297 9.36 2226.45 621.60 0.52 Reach-1 19550 100-Yr FEMA 11800.00 450.20 468.63 469.57 0.005236 9.56 2486.31 634.01 0.52 Beach-1 19550 500-Yr FEMA 15100.00 450.20 469.74 470.61 0.004713 9.71 3207.19 667.25 050 4 Reach-1 20000 10-Yr FEMA 7500.00 451.00 469.07 469.51 0.002375 6.78 2315.04 54215 0.35 HEC-RAS Plan:CorEff River.RIVER•1 Reach:Reach-1(Continued) Reach River Sta Profile i Q Total Min Ch EI W.S.Elev Cot W . E.G.Elev E.G.Slope -Vet Chili Flo w Area '(op,Widfh Fmuee#,q,11 i:• (cfs) (8) (ft) (8) (8) (Mt) ON ';(s(18) -{ft) Reach-1 20000 50-Yr FEMA 10500.00 451.00 470.14 470.661 0002702 _ 7.68 2915.32 573.61 0.38 Reach-1 20000 100-Yr FEMA 11800.00 451.00 470.54 471.091 0002817 8.00 3144.20 578.11 0.39 Reach-1 20000 500-Yr FEMA 15100.00 451.00' 471 48 472.08 0.003030 8.69 3692.44 588.76 0.41 Reach-1 20540 10-Yr FEMA - 7500 001 452.60 469.97 470.31 0.001174 5.20- 439.53 0.26 Reach-1 20540 50-Yr FEMA 10500.00 45260 471.14 471.59 0.001465 6.18 2881.81 458.01 0.30 Reach-1 20540 100-Yr FEMA 1- 11800.00 452.60 471.57- 47206 0001586 6.56 3079.25 464.75 0.31 Reach-1 20540 500-Yr FEMA 15100.00 452.60 472.56- 473.17 0.001858 7.44 3546.98 482.56 0.34 Reach-1 20975 10-Yr FEMA 7500.00 454.00 470.53 470.72 0.000832 4.03 2759.94 403.98 0.22 -1 Reac 20975 50-Yr FEMA 10500.00 454.00 471.82 472.10 0001031 4.85 3311.05 447.97 0.25 Reach-1 20975 100-Yr FEMA 11800.00 454.00 472.30 472.61 0.001104 5.16 3529.21 459.75 0.26 Reach-1 20975 500-Yr FEMA 15100.00 454.00 473.41- 473.79 0.001257 5.83 4049.84 480.78 0.28 ,Reach-1. 21365 10-Yr FEMA 7500.00 455.00 470.37 466.73 471.77 0.005857 9.53 868.34 329.69 0.55 (3eaCh-1, '. 21365 50-Yr FEMA 10500.00 455.00 471.61 468.74 473.37 0.006615 11.02 1308.00 379.30 0.60 'a0-1 1 21365 . 100-Yr FEMA 1180000 455.00 472.10 469.32 473.94 0.006727 11.46 1497.78 39928 0.61 Reach-l. : 21365 500-YrFEMA 15100.00 455.00 473.26 472.42 475.21 0.006691 12.22 1993.85 451.74 062 Reich 21690 10-Yr FEMA 7500.00 455.90 472.13 468.46 473.71 0.005830 10.26 909.08 254.67 0.55 R00ch-1 21690 50-Yr FEMA 10500.00 455.90 473.57 471.61 475.49 0.006488 11.76 1349.24 358.72 0.59 (R8' r-1 ' 21690 100-YrFEMA 11800.00 455.90 474.07 472.95 476.11 0006694 12.27 1539.84 392.23 0.61 1 21690 500-Yr FEMA 15100.00 455.90 475.20 474.69 477.37 0.006913 13.20 2002.38 426.14 0.62 Reach-1 22220 10-Yr FEMA 7500.00 457.30 474.72- 475.63 0.002347 7.99 1284.64 279.25 040 Reach-1 22220 50-Yr FEMA 10500.00 457.30 476.51 477.55 0.002425 8.90 1822.51 317.92 0.42 eag1.1 22220 100-Yr FEMA 11800.00 457.30 477.12 478.22 0.002489 9.27 2019.86 327.40 0.43 Reach-1 22220 500-Yr FEMA 15100.00 457.30 478.35- 479.63 0.002758 10.29 2433.11 348.66 0.45 Reach-1 22600 - 10-Yr FEMA 7500.00 458.60 475.54 472.01 477.07 0004993 10.67 1053.68 272.71 0.54 Reerh-1 22600 I 50-Yr FEMA 10500.00 458.60 477.43 478.88 0.004454 11.10 1636.31 340.49 0.52 22600 100-Yr FEMA 11800.00 458.60 478.09 479.53 0.004337 11.30 1869.74 363.50 0.52 Reach-1 22600` 500-Yr FEMA 15100.00 458.60 479.49 480.96 0.004275 11.92 2412.20 416.62 0.52 „sy11-1 23170 10-Yr FEMA 7500.00 459.60 478.01 479.02 0.002420 8.34 1156.44 217.18 0.41 Reach-1 23170 50-Yr FEMA 10500.00 459.60 479.55 480.89 0.002905 9.85 1522.65 258.02 0.46 Reach-1 23170 ' 100-Yr FEMA 11800.00 459.60 480.11- 481.58 0.003092 10.42 1670.72 272.83 0.47 Reach-1 f 23170 500-Yr FEMA 15100.00 459.60 481.43= 483.16 0.003425 11.60 2054.40 308.09 0.50 1 23900. 10-Yr FEMA 7500.00 463.00 480.09- 480.52 0.001637 5.30 1544.21 312.29 0.33 P"F• 1 23900 50-Yr FEMA 10500.00 463.00 481.95 482.44 0.001489 5.80 2171.38 361.90 0.32 . 1 r 23900 100-Yr FEMA 11800.00 463.00 482.63 483.15 0.001450 5.98 2422.57 367.04 0.32 -1 23900 500-Yr FEMA 15100.00 463.00 484.20 484.77 0.001387 6.40 3003.93 376.16 0.32 ...-0,- 1 24245 10-Yr FEMA 7500.00 464.30 480.73 481.18 0.001263 5.50 1574.61 234.99 0.30 a,:ch-1. 24245 :50-Yr FEMA 10500.00 464.30 482.54 483.12 0.001362 6.36 2059.58 296.52 0.32 1 24245 X100-Yr FEMA 11800.00 464.30 483.20 483.83 0.001398 6.67 2261.83 310.84 0.33 1 24245 500-Yr FEMA 15100.00 464.30 484.72 485.47 0.001471 7.37 2759.26 345.64 0.34 a ach-1 24660 10-Yr FEMA 7500.00 465.70 481.58 482.28 0.002894 6.72 1133.02 150.30 0.40 r O'Ch-1 j 24660 50-Yr FEMA 10500.00 465.70 483.38 484.29 0.002982 7.72 1495.18 273.28 0.42 ,4ch-1. 24660 100-Yr FEMA 11800.00 465.70 484.05 485.03 0.002995 8.05 1696.95 328.37 0.42 Reach-1 : 24660 500-Yr FEMA 15100.00 465.70 485.60 486.68 0.002917 8.65 2277.95 424.79 0.42 Reach-1 24887 '10-Yr FEMA 7500.00 465.90 482.05 482.63 0.001867 6.14 1318.95 219.42 0.33 Reech-1 24887. 50-Yr FEMA 10500.00 465.90 483.93 484.66 0.001998 7.06 1783.07 274.82 0.35 Reach-1 24887 100-Yr FEMA 11800.00 465.90 484.61 485.41 0.002055 7.41 1979.33 301.62 0.36 Reach-1 24887 ' - 500-Yr FEMA 15100.00 465.90 486.12 487.05 0.002168 8.17 2481.73 362.62 0.37 Reach-1... 24930 10-Yr FEMA 7500.00 466.40 482.56 483.00 0.001537 5.99 1740.76 228.35 0.30 Reach-1...' 24930 50-Yr FEMA 1050000 466.40 484.51 485.06 0.001647 6.84 2215.41 260.15 0.32 Reach 1- 24930 100-Yr FEMA 11800.00 466.40 485.22 485.82 0.001693 7.16 2405.34 274.36 0.33 Reach-1. 24930 500-Yr FEMA 15100.00 466.40 486.78 487.49 0.001820 7.94 2859.82 313.26 0.34 each-1 25020.. 10-Yr FEMA 7500.00 466.80 482.44 483.28 0.002451 7.54 1202.80 210.87 0.38 i#.ch-1. 25020. 50-Yr FEMA 10500.00 466.80 484.35 485.37 0.002589 8.55 1643.13 248.03 0.40 Reach-1:. 25020.. 100-Yr FEMA 11800.00 466.80 485.05 486.14 0.002636 8.92 1819.99 257.36 0.41 • each-1. 25020. 500-Yr FEMA 15100.00 466.80 486.58 487.83 0.002794 9.81 2231.07 287.34 0.43 'Reach-1 25085 -10-Yr FEMA 7500.00 467.10 481.65 48056 484.16 0012640 12.73 595.62 98.17 0.84 -.ach-1 25085 50-Yr FEMA 10500.00 467.10 483.37 482.91 486.35 0.012362 13.96 826.67 190.34 0.86 1;4;00-1` 25085 100-Yr FEMA 11800.00 467.10 484.08 484.07 487.10 0.011397 14.18 985.10 247.30 0.84 1nr1'. 1 25085 500-Yr FEMA 15100.00 467.10 48595 485.52 488.60 0.008413 13.82 1505.17 311.15 0.74 -001-1 25135 10-Yr FEMA 7500.00 467.00 483.26 484.67 0005439 9.59 852.33 157.15 0.57 1'7';Bach-1 1 25135 50-Yr FEMA 10500.00 467.00 485.29 482.21 486.86 0.004962 10.35 1224.67 229.44 0.56 FIEC-RAS Ran CorEff River.RIVER-1 Reach.Reach-1(Continued) Reach River Ste Profile ,'0Totat, MfOCh El WS.EIev CritW.S. E.G..Bev E.G.Slope Vet Chet Flow Area Top Width Froude#:Chl (cis) ' (ft) :(ft) ' (6) (ft) .(NR) (Nfs) (sq ft): (N). Reach-1 25135 100-Yr FEMA 11800.00 467.00 485.95 483.11 487.59 0.0049101 1072 1406.05] 321.36 0.561 Reach-1 25135 500-Yr FEMA 15100.00 467.00 487.09 484.73 489.00 0.0052581 11.82 1795.26 355.35 0.59 1 Reach-1 25185 10-Yr FEMA 7500.00 46780 48350 484.92 0.004715 10.73 1159.38 24501 0.54 Reach-1 25185 50-Yr FEMA 10500.00 467.60 485.88 487.10 0.003693 10.68 1819.79 308.83 0.49 Reach-1 25185 100-Yr FEMA 11800.00 467.60 486.63 487.84 0.003571 10.86 2058.18 327.07 0.49 Reach-1 25185 500-Yr FEMA 1510000 467.60 487.94 489.27 0.003767 11.78 2507.88 35855 0.51 Reach-1 25235 10-Yr FEMA 7500.00 467.90 464.34 485.14 0002319 7.63 1380.94, 265.17 0.40 Reach-1 25235 50-Yr FEMA 10500.00 467.90 486.40 487.27 0.002185 8.28 1992.12 330.04 0.40 Reach-1 25235 100-Yr FEMA 11800.00 467.90 487.09 488.00 0.002205 8.59 2227.98 355.83 0.40 Reach-1. ' 25235 500-Yr FEMA 15100.00 467.90 488.38 489.44 0.002401 9.51 2717.53 400.42 0.43 Reach-1 : 25285 10-Yr FEMA 7500.00 467.40 483.10 481.78 485.96 0.009348 13.83 663.54 160.28 0.73 Reach-1 25285 50-Yr FEMA 10500.00 467.40 485.06 48504 488.11 0.008830 14.97 1062.03 247.77 0.73 Reach-1' :" 25285 100-Yr FEMA 11800.00 467.40 485.84 485.84 488.81 0.008333 15.11 1269.28 282.76 0.71 Reach-I 25285 500-Yr FEMA 15100.00 467.40 487.29 487.29 490.24 0.007967 15.79 1720.65 338.35 0.71 Reach-1 25335 10-Yr FEMA 7500.00 467.30 485.90 486.35 0.001457 5.48 1640.90 313.25 0.31 Reach-1 25335 50-Yr FEMA 10500.00 467.30 488.00 488.49 0.001310 5.92 2383.45 392.23 0.30 Reach-1 25335 100-Yr FEMA 11800.00 467.30 488.66 489.18 0.001319 6.15 2647.30 410.04 0.31 {]each-1 25335 500-Yr FEMA 15100.00 467.30 48899 490.60 0.001406 6.79 3217.64 446.11 0.32 'Reach-1 25385 10-Yr FEMA : 7500.00 467.90 486.02 486.42 0.001474 5.27 1750.30 364.72 0.31 Reach-1 25385 50-Yr FEMA 10500.00 467.90 488.14 488.56 0.001223 5.53 2631.33 460.97 0.29 )Reach-1 1' 25385 .100-Yr FEMA 11800.00 467.90 488.82 489.25 0.001200 5.70 2947.05 477.93 0.29 Reach-1 ', '25385 : 500-Yr FEMA 15100.00 467.90 490.19 490.67 0.001227 6.20 362034 515.50 0.30 Reach-1` 25470 10-Yr FEMA 7500.00 468.00 486.11 478.61 486.54 0.001039 5.28 1603.86 272.02 0.27 Reach-1 25470 -; 50-Yr.FEMA 10500.00 46800 488.19 480.40 488.70 0.001057 5.94 2452.36 547.58 0.28 Reach-1 rr 25470; 100-Yr FEMA [.. 11800.00 468.00 488.86 481.06 489.39 0.001070 6.17 283400 598.25 0.29 Reach-1 25470 500-YrFEMA 15100.00 468.00 490.23 482.43 490.82 0.001124 6.72 3732.52 723.37 0.30 }teach-1 25485 Bridge Reads-1 25500 -10-Yr FEMA 7500.00 468.70 487.59 477.26 487.87 0.000504 4.23 2202.35 479.97 0.20 Reach-1 25500 50-Yr FEMA 10500.00 468.70 489.30 478.90 489.65 0.000592 4.94 3200.21 672.01 0.22 Reach-I 25500 100-Yr FEMA 11800.00 468.70 489.79 479.53 490.17 0000641 5.25 3547.27 717.02 0.23 Reach-1 - 25500 500-Yr FEMA : 15100.00 468.70 490.77 481.02 491.24 0.000774 6.00 4276.34 772.40 0.25 :Reach-1 25585 10-Yr FEMA 7500.00 468.90 487.58 487.98 0.000831 5.32 182609 274.75 0.25 'Beech-1 25585 50-Yr FEMA 10500.00 468.90 489.25 489.81 0.001023 6.37 2353.76 361.49 0.29 Reac11-1 25585 100-Yr FEMA - 11800.00 468.90 489.73 490.37 0.001139 6.86 2535.92 395.85 0.30 teach-1 25585 ` 500-Yr FEMA 468.90 490.65 491.52 0.001464 8.08 3045.06 617.86 0.35 Reach-1 : 25635 10-Yr FEMA 7500.00 468.80 487.27 488.21 0.002294 8.03 1212.58 236.22 0.40 Read-1 1 I: 25635 50-Yr FEMA 10500.00 468.80 488.91 490.06 0.002571 9.22 1794.33 411.47 0.43 ,Reach 1 ;:< 25635 100-Yr FEMA 11800.00 468.80 489.39 490.63 0.002732 9.71 1997.16 430.74 0.45 'Read 1 25635 500-Yr FEMA 15100.00 468.80 490.27 491.82 0.003332 11.15 2392.46 482.69 0.50 Ike' ach-1 1- 25685 10-Yr FEMA 7500.00 469A0 487.80 488.34 0.001589 097 1403.48 309.94 0.33 e00-1'. 25685 50-Yr FEMA 10500.00 469.10 489.57 490.21 0.001616 6.70 2086.50 419.78 0.34 Reach-1 25685 100-Yr FEMA 11800.00 469.10 490.09 490.79 0.001699 7.07 2310.68 444.38 0.35 ;Reach-1 25685 500-Yr FEMA 1510000 469.10 491.14 492.02 0.001970 8.03 2838.28 557.59 0.38 I2,each-1 ,': 25725 10-Yr FEMA 7500.00 468.50 487.94 488.40 0.001233 5.71 1665.85 345.22 0/9 )]each-1 25725 50-Yr FEMA 10500.00 46800 489.71 490.28 0001335 6.51 236037 426.38 0.31 Reach-1 : 25725 100-Yr FEMA 11800.00 46800 490.23 49086 0.001453 6.96 2590.22 459.32 0.32 ,Reaeh-1 25725 500-Yr FEMA 1 15100.00 468.50 491.27 492.09 0.001782 8.08 3125.70 571.05 0.36 Reach-1 25785 10-Yr FEMA 7500.00 46810 488/6 488.47 0.000550 4.40 2873.61 381.04 0.20 Ready-1 25785 50-Yr FEMA 10500.00 46810 490.08 490.36 0.000650 5.17 3627.35 447.61 0.22 ft,each-1_. 25785 100-Yr FEMA 11800.00 469.10 490.63 490.95 0.000722 5.57 3888.84 502.64 024 Ready-1 ;` 25785 500-Yr FEMA 15100.00 469.10 491.79 492.21 0.000881 6.43 4541.07 618.95 0.27 :){each-1, 25820 10-Yr FEMA 7600.00 468.40 488.27 488.53 0.000847 5.44 2927.86 478.14 0.24 iReach-1 25820 50-Yr FEMA 10600.00 468.40 490.12 490.41 0.000885 898 3899.21 564.60 0.25 Reach-1 1 25820 100-Yr FEMA 11900.00 468.40 490.70 491.00 0.000917 6.22 4233.47 580.54 0/6 each-1 25820 500-Yr FEMA 15100.00 468.40 491.95 492.27 0.000966 6.67 4962.93 585.00 0.27 ;13eadr1 26170 :10-Yr FEMA 7600.00 470/0 488.40 489.05 0.002073 7.77 1790.33 306A0 036 each-t 26170 '50-Yr FEMA 10600.00 47020 490/3 490.96 0.002178 8.62 2473.21 404.85 0.38 r8?rh-1 26170 100-Yr FEMA 1190000 470.20 49082 49157 0.002235 8.94 2714.60 421.68 0.38 i1 26170 500-Yr FEMA 15100.00 470.20 492.06 492.87 0.002357 063 3257.60 450.00 0.40 1 : 26550 10-Yr FEMA 760000 471.10 489.13 489.88 0002169 7.06 1223.03 205.13 089 HEC-RAS Plan:CorEf River.RIVER-1 Reach Reach-1(Continued) Reich.?.. .ttrrei Sla ..�, Profie ...Q„T;Wa1 `Miry Ch EI„. W.S. ev c.00.19,a.. .,E G.EIe' @; Stepq; 'Vol Chr4 ..�Ejgw Area Top Wks ''Fmude#C. 4.. Rea -1 , 21551;( ' 50+,Yr FEMA 10600.00 471.10 490.91 491.86 0.002302 BAe 1657.83 283.73 0.41 Reath-1.�u v 28,.50 100-Yr FEMA. 11900.00 471.10 491.48 492.52 0.002415 8.53 1826.59 310.12 0.42 Reach-1',`e;'-�265543' 506`E FE n 15100.00 471.10 492.68 493.94 0.002676 9.54 2232.61 366.70 0.45 RQ' _ :".` 10,144.Fli! . . 7600.00 472.90 489.72 490.77 0-002755 8.36 1040.27 166.39 0.43 Rtt4 ;�, 50t4re „ 10600.00 472.90 491.49 492.86 0.003080 9.73 1416.46 280.25 0.47 ' +2�11"`°;j ,pra 9l}YJsi�.. 11900.00 472.90 492.08 493.57 0.003219 10.23 1596.08 326.49 0.48 '1'''''''''m 7,'.� 50 p;}(t'�,,;. 15100.00 472.90 493.38 495.06 0.003418 11.19 2082.03 421.55 0.51 g 3A* S-w tre Sw „ i.^?2� ,I}- d We FEM ` ,' 6700.00 473.00 489.99 491.52 0.005604 10.24 794.57 157.10 0.54 mown EMAy';.` 9400.00 473.00 491.88 489.46 493.61 0.005541 11.30 1197.43 271.49 0.55 ICDY "f'. 10500.00 473.00 492.56 494.28 0.005378 11.52 1397.58 320.75 0.55 ' I'''' 473.00 494.03 495.69 0.005006 11.89 1947.44 429.18 0.54 '$ a WO 6700.00 473.90 492.21 493.04 0.002393 7.70 1263.44 391.40 0.39 .m "._.. > n •,C -".•,' ,H: 9400.00 473.90 494.29 494.91 0.001832 7.38 2329.01 593.96 0.35 494.94 495.49 0.001651 77.2222 3947.88 638.20 > 8,1 rr rr 496.78 0.001468 103.71 0.43 ';',.1, '444't .. u %7 475.00 482'69 4,9.25 495.50 493.41 0.002980 7.27 921'34 447.70 0.46 8.47 1109.41;00 495.07-44 OD-Y " .rr rr rr �� 0.002582 r�®'' ''�®0. 4i,''' ,�%�` *FE ImA L' .'4.-.° z1, ; Bridge FY9 '9gk12 'E! 41„,,'). ,.7,1„,-4 6700.00 475.20 492.77 487.03 493.59 0.003007 7.29 918.67 103.67 0.43. 2757( ^.,"a ""� ''',:g1;:,.„': 9400.00 475.20 494.62 489.43 495.73 8.44 1113.69 451.59 0.46 :171,,,, 1 .rF,T.f 10500.00 475.20 495.27 490.20 496.16 00,000000223473721651 7.96 1838.82 514.68 0.42 Sjft.,. 5Q 'F,� ',` 13400.00 475.20 496.74 491.89 497.52 0. 7.90 2694-25 653.12 0.40 ";'".: �` ,� `�.n �. 6700.00 475.50 492.65 493.88 0.003644 9.09 905.90 245.84 0.48 N 'r d� r �` 9400.00 475.50 494.89 495.89 0.002942 8.89 1742.69 578.75 0.44 i7620Qj�_�,,,.100,17-�.`1 ';� 10500.00 475.50 495.29 496.36 0.003133 9.36 1974.42 586.85 0.45 Re 1,{,.,,.� " „5o0 WFE t l `; 13400.00 475.50 496.86 497.64 0.002301 8.65 2914.94 607.14 0.40 119LOMR Plan: Corrected Effective 12/8/2012 RS=15160 15160 .035 470 Legend t WS 500-Yr FEMA 465 ` 1-- am_ WS 100-Yr FEMA { WS 50-Yr FEMA { I WS 10-Yr FEMA ■ 460 1 j Ground T Ineff CO 455 Bank Sta o CD W I. 450- , 1 445 i.- t !.. } l 440 I i i i- i { i ■ I 420 440 460 480 500 520 540 560 580 600 Station(ft) 119LOMR Plan: Corrected Effective 12/8/2012 RS=15113 15113 - .02 x .05 r< .05 470 • d i-_ Legen I ' -. WS 500-Yr FEMA 465 - -- - WS 100-Yr FEMA -..... 4- ... ,- Y WS 50- r FEMA WS 1 -Yr FEMA O i • 460- . Ground - ////,///////,/./�///J: Ineff _ _- m 455 +.___ - Bank Sta au tu 450 i 445 T -+ 440 i i i , . , i i i 1 i i 1000 1100 1200 1300 1400 1500 Station(ft) 119LOMR Plan: Corrected Effective 12/8/2012 RS=14820 14820 < .07—-.< .07 --> 0 470 '0 A 5 Legend WS 500-Yr FEMA 465- WS 100-Yr FEMA WS 50-Yr FEMA WS 10-Yr FEMA 460 Ground• ; Ineff z • o Bank Sta > 455 _� - a) w 450 . 445 r- - r i ,,- 4.4.0 , ; I I I , ; I I ; I ∎ 1 1 , r I i I , i i 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: Corrected Effective 12/8/2012 RS=14495 14495 < .07 >.k .05 470 i 0 _ 7 Legend i,_ WS 500-Yr FEMA 465– _ 1 – – WS 100-Yr FEMA . . WS 50-Yr FEMA WS 1 -Yr FEMA O 460 •; ' _.._ ■ Ground • x Bank Sta 1 . ._ 455 ---.__ .__ F ._ .. _. _.__ co I w l 450 - �- -_ a r I ' 1 l _._ f _ _ 445 __ f. . 1 ......i. .._. 440 ; i i i i s ; 1000 1200 1400 1600 1800 ' 2000 Station(ft) 119LOMR Plan: Corrected Effective 12/8/2012 RS=14170 14170 < .06 - ><.055e< .06 -> 470 Legend .f.._ . : _ ; ._ . : i .. WS 500-Yr FEMA 465- .- t , : WS 100-Yr FEMA r ....;._ - 1 -t ,_ . WS 50-Yr FEMA 460- 1 = 1, -- WS 10-Yr FEMA — , , - __ . Groun d • 455- Bank Sta o . w. > ._ , . > : ` w450 = = 1 ::: ---;. - -- ) 445- -+ -;- - -I- - +—_—� 440 = _� _ - — 1 .1 1 435 ■ i i I i i i- i i ` . I ' i i { ; 1400 1600 1800 2000 2200 2400 Station(ft) 119LOMR Plan: Corrected Effective 12/8/2012 RS=13829 13829 .06 >?05 -< .06 > 460 1 ; , Legend �_ .._ ' I ,_ I-- __ T - .. - - ----I : W S 500-Y r FEMA WS 100-Yr FEMA 455 -_ 1__._ WS 50-Yr FEMA Lt : . ! -I : WS 10-Yr FEMA Ground - r - - Bank Sta • 450- c o _ ,_. ._ -r _j w 445- 1 -'- ' -t I- - t -_ . 1 I- , 440- - + •• _-- + r 435 � I , � i { - i . 'i i 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Corrected Effective 12/8/2012 RS= 13620 13620 .06 > < .06 456 0 Legend 5 , 454 WS 500-Yr FEMA e _ F WS 100-Yr FEMA - • 452 :.: , t - 0., i x . WS 50-Yr FEMA WS 10-Yr FEMA 450- • Ground • Bank Sta 448 T C l9 CD 446- w 444 d_ _ 442— _- 1 440 � . , ; , , , 1 i I 438 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Corrected Effective 12/8/2012 RS=13339 13339 .06 > .06 470 0 A, + 5 a .: k f -.. r . i Legend S -- i -- t ._ r s�_i t _. WS 500- r FEMA 465 ; WS 100-Yr FEMA • _ a ,_ .; WS 50- r FEMA 460- r WS 10-Yr FEMA 1 Ground .. { _. 4 , Ineff E 455 I- 0 - } Bank Sta m w 450 . . .. !. '//./////�/////////�/eliiV• _}_ I 445 } .. . 440 -- —' i 435 i i i i `i i , , p p p i i i i i i i 1000 1500 2000 2500 3000 3500 4000 Station(ft) 119LOMR Plan: Corrected Effective 12/8/2012 RS=12820 12820 <- - .06 s <-.06 470 0 Legend 5 5 WS 500-Yr FEMA 465 i { , WS 100-Yr FEMA _ i -.i + -i < }- WS 50-Yr FEMA 460 WS 10-Yr FEMA • i _ Ground x -L �__ ,._. Bank Sta 455 i •w 450- +- - — +T-- - 1 445 +— � � ...-__ i 440 - - -- , --- 1 - -- �- 435 I I ■ ■ 400 600 800 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: Corrected Effective 12/8/2012 RS=12402 12402 .06 470 Q 1<.06>i - ----- Legend -, 5 _ 5 WS 500-Yr FEMA 465 - WS 100-Yr FEMA -_ , , t - ,. WS 50-Yr FEMA _.- , _. ._-. , -_. 460 ( WS 10-Yr FEMA ! __. • Ground , 455 1 eff o ; Bank Sta 1 t0 - - ___ F .-. , _. -. E-. N w 450 --- iJJJJ� r.. w.a�ao , %'1111//r. t {{ , _ 445 yr -. t 1.440 l 4 j f i 1 i 435 + i... 1 i- 1000 1200 1400 1600 1800 2000 2200 2400 2600 Station(ft) 119LOMR Plan: Corrected Effective 12/8/2012 RS= 11588 11588 - . .06 --> . -- .06 > 470 ♦ —e-- 5 Legend 5 WS 500-Yr FEMA 465 WS 100-Yr FEMA WS 50-Yr FEMA 460 - - WS 10-Yr FEMA _. Gr ou d ■ n 455 . ._ Ineff • 0 Bank Sta w 450 - __. G ' — S///////1IS/##8//J/P 445 + + -f - f 440—= 4,35 , + , I I , , , , , i i ! ' i i ! ! - 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Corrected Effective 12/8/2012 RS=11453 11453 < .065 >(.05)<.04><-.05 .065 >I 455 Legend WS 500-Yr FEMA . WS 100-Yr FEMA • 450-- .._ - _ WS 50-Yr FEMA .. - WS 10-Yr FEMA • Ground • fi_ . Bank Sta c 445- m ; a'> , 440 ...__ ; j i I I 435 i I ' , , ■ ; I 1000 1050 1100 1150 1200 1250 1300 1350 1400 Station(ft) W W W W -a LL U W W LL LL C C J 0 0 0 0 0 3 09981. s 091781 '- 1 01681 00 086L1 .4:> 009L1 I- 081791 - 0 0 o N : -co N ' OELSL _ �s 9EZ91� i N EL191 ;- OZ817 L \ 96i171 OL1bl o 0 6Z8£l x a> 8-c \ OZ9£l c° ti m 6£££1 N_ O 0 U w .-. OZSZl c > m _ . _ E. ZOPZI U o c o 2 88911' rn iiiill'I'OMM ' 06601. • 09801 _ ` 00501 '- 0 0 _. .. _. _... :.... i_ . ... ;_O 0 0096 0098 ; o 0 0008 °m Ob9L; 09ZL o 0 0 0 v v v v co v (u)uoilenal3 REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX E Hydraulic Output—Corrected Effective Model (Floodway) HEC-RAS Plan:CorEB FW R'eier:RIVER-1 Reach'.Reach-1 1 . R er Sta ProI4e J W.S.Elev ® E.G.Eler Top Wdt/W' . -® r . ®- I .-I MIMI - m) (ft) (ft) (ft) (as) ���� ft) - '®7250 [100-Yr -L 436.901 437.29 247.86 9700.00 1700.00 199300 7250 100-Yr FW 1 436 90', 000 437 291 247 86 9700.00 1700 00 1700 00 1993 00 1993.00 7500 1100-Yr 437 20 437 601 247 45 9700 00= 1993 00=MEI =MEM 7500 100-Yr FW 437 20 0.00 437 60: 247.46 9700.00- 1694 00 99 00 IIIMIMI I 1111111111M111 MINN ®8000 100-Yr 437.84 438.19 258.66- 9700.00 11 1694 00 1993.00_ 6000 437.84 000 438.19 258.66- 9700 00- 1694 00 1993.00 1993 00 MEM=-M 11=311111=111111111111111111:111•II 438 39 _ 438.87_ 230.31- 9700.00-- 1703.00 1993 00- 0 00 438.87 230.31 1111 9700 00- 1703.00 1703 00 1993 00 1993 00 ---- ------- Reac1-1 9500 100-Yr 440.07 440 fit 239 48 9700.00 172000 1993.00 Reach-1 9500 100-Yr FW 440 07 0 00 440 62 239 48 9700 00 1720 00 172000 1993 00 1993 00 --- ■=111111111111111111111111111■■11•111111=■ =11111 10500 100-Yr 441.96 9700.00-- 1720.00 - Reach-1 10500 100-Yr FW 441 96 0.00 442 44 243.22_ 9700.00_ 1720.00 172000 1993.00 1993.00 Reach-1 ::.. 10850. 100-Yr 442.55 443 01 254.40_ 9700.00_ 1693.00 1993.00 Reads-1 10850 100-Y6FW 442.55 0.00 443.01 25140 9700.00 1693.00 1693.00 1993.00 1993.00 Reach-1 10935 100-Yr 442.69 443.14 238.00. 9700.00. 1692.00 1993.00 Reach-1 10935 100-Yr FW 442.69 0 00 443.14 238.00 9700.00 1731 00 1692.00 1993.00 1969.00 • . 1 10936 100-Yr 442.67_ 443.16 232.00_ 9700.00 1731.00 1969.00 )2eedi-1 10936 100-Yr FW 442.67 0.00 443.16 232.00_ 9700.00- 1731.00 1731.00 1969.00 1969.00 10990 BR D 113=11111 442.67-_ 443.16 MIECI- 970000-_IIIIEEEICI - 10990 BR D 100-Yr FW 442.67 0 00 443.16 BEX:11 9700.00-1111111163EIMME3 1969.00 Mill1.11.111.111.11.1111M. 1.11.11M Reach-1 10990 BR U 100-Yr 442.88 443.38 231.46 9700 00 1731.00 1969.00 h-1 Reac 10990 BR U 100-Yr FW 442.88 000 . 443.38 231.46 9700.00- 173100 1731 00 1969.00 1969.00 8=11111111111=11.111 442.88 _ 443.38�- 9700.00--� 1969.00- ®- 442.88 0.00 443.38 231.47_ 9700.00_ 1731.00 1731.00 1969.00 1969.00 Re8ch-1" 11045 100-Yr 442.93 44340 237.58 1.62 9696.85 1.53 1742.00 195600 Ra8dh-1 - 11045 100-Yr FW 442.93 0.00 443.40 237.58 1.62 9696.85 1.53 1691 00 1742.00 1956.00 1978.00 Reach-1 11070 100-Yr 442.96-- 443.44 218,64- 9700.00_ 1690.00 1978.00 Reach-1 11070 100-Yr FW 96 0.00 44344 21783 9700.00 442. 1715.00 1690.00 1978.00 195700 0221111111101111111111°0-Yr 100-Yr 443.38 443.83® 9699.46 -� 1957.00- ®100-Yr FW 1- 443.38 443.B3 223.97 9700.00 �� 195700 1 443 IM CSC = 100-Yr 443 36 443.85 230]2 B331111MINIIIIMIZIMMIEIM 0.00 443.85 223.58- 9700 00-!EZECI=INE:1 1957 00 --- ------- Ai., 11296 100-Yr 443 42 443.90 232.28 9699.25 0.75 1715.00 1957.00 4each-1 11296 100-Yr FW 443.42 0.00 443.90 223.87 9700.00 1715.00 1715.00 1957.00 1957.00■J - 1 11297 100-Yr 443.05 444 07 221.48 9700.00 0.00 1715.00 1958.00 011-1. 11297 100-YrFW 443.05 0.00 444.07 220.49 9700.00 1715,00 1715.00 1958,00 1958.00 -each-1.-. 11299 100-Yr 443.08 444.09 222.15 9699.99 0.01 1715.00 195800 Reach-1 11299 100-YrFW 443.08 000 444.09 220.62 9700.00 1715.00 1715.00 1958.00 1958.00 - -- -- Reach-1 11300 100-Yr 444.03 445.95 244 76 9672 70 27.30 171500 1958.00 Ready-1 11300 100-Yr FW 443.99 -0.04 445.97 224.45 9700.00 1715.00 1715.00 1958 00 1958.00 React-1 11301 100-Yr 1 445.99 446.41 265.44 9700.00 1715.00 1985.00 - e4:11-1 11301 100-Yr FW 446.00 0 02 446.44 238.65 9700.00 1715.00 1715.00 1985.00 1958.00 Reach-1 11313 100-Yr 446.02 446.43 265.76 9700.00 0.00 1715,00 1985.00 14.8ec.1 11313 100-Yr FW 446.05 0.04 446.47 265.86 9700.00 1715,00 1715.00 1985.00 1985.00 Fge6t11-1 11453. 100-Yr 445.92 447 43 269.04 669.37 7626.09 1404.54 1094.00 1173.00 Reach-I : 11453 100-Yr FW 445.96 004 447 45 270.16 676.84 7606.27 1416.89 1039.80 1094.00 1173.00 1310.00 5each-1- 11588 100-Yr 447.91 448.28 587.83 1093.37 4372.12 4234.51 1626.00 1698.00 Reach-1 11588 100-Yr FW 447.91 0.00 448.28 581 46 1088.35 4343.49 4268.16 131000 1626.00 1698 00 1900.00 Re9ct-1 12402 100-Yr 449.19 449.30 1250.56 683047 2476-54 392.99 2379,00 2435.00 - 8t-1 12402 100-Yr FW 449.55 0 36 449.83 837 33 5321.29 3727.83 650.88 1625.00 2379.00 2435.00 2478.00 MEIOMMINE1111 --- - --- %dt-1 12820 100-Yr 449.50 449.58 1171.01 7052.81 2525.16 122.03 1775.50 1856.00 Fifractr-1 12820 100-Y FW 450.22 0.72 450.39 79000 5871.34 360895 219.71 1090.00 1775.50 1856.00 188000 1 : 13339 100-Yr 450.15 450.57 1478.60 2469.96 3725.67 3504.37 2003.00 2056.00 Reac0-1 13339 100-YrFW 451.14 0.99 451.68 697.00 1941.78 4257.01 3501.21 160300 2003.00 2056.00 i.V,' Raedhl 13620 100-Yr 451.62 451.88 1125.61 2131.37 4261.86 4606.78 1325.60 1402.70 �:'1 ,13620 100-Yr FIN 452.57 0.95 452.86 665.00 596.64 4821.54 5781.82 1185.00 1325.60 1402.70 185000 CI,. Ifif0F1' 13829 100-Yr 452.10 452.96 898,76 2719.08 5530.44 2750.48 149300 156400 f 1 13829 100-Yr FW 452 0.78 453.80 480.00 2071.58 5924.57 3003.85 1270.00 1493.00 156400 1750.00 1 14170 100-Yr 454.41 454.72 653.33 2145.45 4438.26 4416.29 1782.00 1847.00 1 - 14170 100-YrFW 45500 0.60 455.30 55000 2422.39 4460.93 4116.68 1550.00 1782.00 1847.00 2100.00 HEC-RAS Plan.CorEll FW River.RIVER-1 Reach:Reach-1(Continued) Reach River SW Profile W.S.Elev Prof Delta WS E G Elev Tap Wdlh Ad IIMI Q Channel Q Rigid Eno Ste L Ch.Sta L Ch Six R Ertl Ste R':! 1 )°.. `(fl)i (R)`. (R 810 (do) (8) R) (f1) (ft) 1.22===1/ 100-Yr .__ 455.18 Illenn 600.83 602.11 3863 68 6534 21 1227 00 1271.00 -.. 100-Yr FW 455 63 0.45 11=na 410 00 80x.77 4327.66. 5867.58 1149.00 1227 00 1271.00 1559.00 MINIMME )- -- IZESSMI 14820 100-Yr 45667 1111111=a11111.11.211631111111Za 4624 471 6318.08 1157.DO I 1228.00 M:12=1 14820 == 0.55 5== 4593.51 6328.01 1137.67 1157 00 1228 00 1650 00 Reach-1 15113 100-Yr 457.45 458.18 237 88 10709 82 290.18 1044.00 1178 00 Reach-1 15113 100Yr FW 457.90 0 45 458 56 238 97_ 10573 51 426.49 1044.00 1044.00 1178.00 MIMI -- -- 15160 ��- l■am 11000.00 426.00 580.10 • 15160 r�i ®.r. 0.40 11000 00 426 00 426.00 580 10 -_ ------ Reaeh-1 15235 BRD 100-Yr 457.66 458.35 131.29 11000.00 426 00 580.10 Reach-1 15235 BRD 100-YrFW 458.06 0.40 458.71 132.99 11000.00 426.00 426.00 580.10 580.10 Reach 1 15235 BR U 100-Yr 457.66 458.35 131.29_■11000.00 426 00 580.10 1 15235 BR U 100Yr FW 458.06 040 458 71 132 99 1 000 00 426.00 426.00 580 10 580.10 ®®-------- -� 15310 �� �- 1 1000.00 426.00 .:1- 15310 . 10-Yr FW 458.12 0.39 458.69 138.22_ 11000.00 426.00 426.00 580.10 580.10 Re9ch-1 15600 100-Yr 457.70 45861 129.00 11000.00 1321.00 1450.00 Reach-1-.. 15600 100-Yr FW 457.99 0.29 459.06 100.00 1100000 1335.50 1321.00 1450.00 1435.50 Reach-1 15605 ER 0 100-Yr 457.70 458.74 123.00 11000.00 1321.00 1450.00 4468d1-1 15605 BR 100- FW 457.99 0.29 459.24 94.00 11000.00 1335.50 1321.00 1450.00 1435.50 beac1-1 15605 844 U 100-Yr 457 70 458.74 123.00_ 11000.00 132100 1450.00 Rtiado1 15605 BRU 100YrFW 457.99 0.29 459.24 94.00 11000.00 1335.50 1321.D0 145000 1435.50 RB9d1-1 15610 103-Yr 457.86 458.74 129 00■ 11000.00■ 50 132100 1450.00 Reach-1 16610 100YrFW 458.20 0.34 '-459.24 100-00 11000.00 1335. 1321.00 1450.00 1435.50 Re8ch-1 15630 100-Yr 457.87 458.81 184.15 461.87 10124.98 413.15 1115.00 1210.00 Reach-1 15630 100-Yr FW 458.20 033 459.32 100.00 33.66 10932 68 33.66 1112.50 1115.00 1210.00 1212.50 15640 . 113111111111111MMICI- 10091.43 525.91 1102.00 1200.00 15640 r r�1 0.32 MEE 100.00 EM1031 10983.97 803 1101.00 1102 00 120000 1201 00 ■ ■ ----Reach-) 15650 100-Yr : 458.00 458.86 180.00 384.87 10086.89 528.24 1102.00 1200.00 16e906-1' 15650 - 10-Yr FW 458.32 0.32 459.37 100.00 8.01 10983 96 8.03 1101.00 1102.00 1200.00 1201.00 15660 c=11111111 457.78- 1111111111111111211M111131 9958.10*- 1089.00 1170.00- 458 23���� 10234.54-.___444.27 1072.00 108900 1170.00 --M-_15660 _ �= 11000.00 1052.00 1240 00- 166805-1 15680 100-Yr FW 458.86 0.56 459.56 180.58_ 11000.00 1052.00 1052 00 1240.00 1240,00 RBeth-1 15730 100-Yr 458,56 459.27 199.96 11000.00 1099.00 130700 446906-1 15730 100-Yr FW 459.08 052 459,71 202.86 11000.00 1099.00 1099.00 130700 1470.00 44e906-1 16480 100-Yr" 460.43 460.68 741.24 1669.95 5745.13 3584.93 1634.00 1722.00 Re8ch-1 16480 100-YrFW 460,75 0.32 461.02 638.00 1914.61 6018.73 3066.67 1390.00 1634.00 1722.00 202800 Reach- - 17600 100-Yr 462.08 462.91 731 75 2685.23 8157.77 956.99 1535.00 1610.00 44e9h-1 17600 100-Yr FIN 462.39 0.31 463,20 615.00 2430.22 8189.57 1180.21 1255.00 153500 161000 187000 Reach-1 17980 100-Y 463.50 463.73 64051 2657.19 7896 48 1246.33_ 1400.00 159000 11e906-1 17980 . 100-Yr FIN 463.73 0.22 464.08 367.00 1373.68 9432.78 993.54 1305.00 1400.00 1590.00 1672.00 Reap-1 18150 100-Yr 463.63 464.03 581.95 5166.30 5729.77 903.94 1480.00 155000 Reach-1 18150 100-Yr FW 463.79 0,16 464.55 328 00 3432.29 7314.16 1053.55 1321 00 1480.00 1550.00 1649.00 44e9060-1 18210 MIME 464.16 570 82 5953.42 4825.65 1020.94_ 1490.00 1545.00 Reach-1 18210 100-Yr FW 463.91 0.15 464.82 310.00 3926.30 6492 05 1381.65 1340.00 1490.00 1545.00 1650.00 11e905-1 18240 100Yr 463.51 464.42 53266 3926.93 7118.00 755.07 1480.00 1553.00 16e806-1 18240 100-Yr FW 463,86 0.35 465.05 335.00 2837.58 7991.41 97100 1290.00 1480.00 1553.00 1625.00 Reach-1 18320 103-Yr 464.16 464.76 576.72 4227.53 6420.93 1151.54 1510.00 1580.00 GMEISMI 18320 EZIE1111111=1183■=1 339.09 111115ICEI 7569.93 mom 1340.00 1510.00 1580.00 1740.00 Re905-1 18450 100-Yr 464.52 465.17 590.73 3777.69 6660.19 1362.13 1465.00 1530 00 --eth-1 18450 100Yr FW 465.32 0.80 465.87 474.76 3598.50 6500.13 1701.37 1245.00 1465.00 1530.00 1735.00 Read, 18500 - 100Yr : 464.15 465.63 563.68 1095.23 9915.22 789.55 4930.00 5025.00 Reach-1 18500 10-Yr FW 465.09 0.94 466.19 350.00 1152 48 9500.67 1146.86 4800.00 4930.00 5025.00 515000 O R8906- 16514 100-Yr 464.19 465.69 148.66 1.78 11798.22 1513.00 1680.70 Reach-1 18514.. 100-Yr FW 465.06 0.87 466.28 151.11 11800.00 1390.00 1513.00 1680.70 1795.00 1.- ch-1 18515 100-Yr 464.12 465.76 143.26 1.92 11798.08 1513,00 1680.70 r'6ed,-1. 18515 100-Yr FW 465.01 0.89 466.34 145.80 11800.00 1400.00 1513,00 1680.70 1790.00 1 18540 BR I3 100-Yr 464.12 465.76 143.26 1.92 11798.08 1513.00 1680.70 F-8d)-1 18540 BRD 100-Yr FW 465,01 0.89 466.34 145.80 11800.00 1400.00 1513.00 1680.70 1790.00 1 18540.BR U 100-Yr 464.47 46595 144.63 2.94 11797.06 1513.00 1679.65 1 18540 BR U 100-Yr FW 465.23 0.76 466.47 146.25 1180000 1410.00 1513.00 1679.65 1780.00 HEC-RAS Plan:CorES FW River RIVER-1 Reach.Reach-1(CAnlnued) Reach River Ste Profile W.S.Flay Prof Delta WS E;D:3F-lev Toe Welh Act Q Left 13 Channel Q Right Eric Ste L' Ch Ste L Ch S1e:R Enc Ste R- ®- (ft),. (6)- (ft ((t) (c(s) arid) (ds) ((t):( (N (a).. ((t) 100-Yr 464.47���� 11797 66-- 151300 1679 65 --"®�100-Yr FW 465 2 3 �- ■ 1410 00 1513 00 178000 ® _--_ � � -MW- -`®18566 100-Yr 464 42 466.00 Reach-1 18566 100-Yr FW 465.18 0.75 466.53 150.91 10728 11585.03 107.70 1470.00 1540.15 1651.30 1720 00 Reach-1 18600 100-Yr 46604 466.42 553.59 2652.17 8467.82 680.01 1350.00 1500.00 Reach-1 18600 100-Yr FW 466.23 0.19 466.82 265.00 1172.63 10007.95 619.42 1290.00 1350.00 1500.00 1555.00 Reach-1 18615 100-Yr 466.07 466.45 554 49 2663.68 8450.24 686.08 1350.00 1500.00 Reach-1 18615 100-Yr FW 466.34 0.27 466.87 290.00 1407.42 9702.99 689.58 1275.00 1350.00 1500.00 1565.00 100-Yr 11=1121741� �� 1805.00 1868.00 465.85 290.00 NECIIIIIiIMMEIZSE1111111:311:11 1690,00 1805.00 186800 1980.00 Reach-1 19160 100-Yr 46777 468.36 590,47 2409.42 8667.42 723.15 465.00 560.00 Roach-1 19160 100-Yr FW 468.57 080 469.28 315.00 1200.96 9612.28 986.76 335.00 465.00 560.00 650.00 Reach-1 19550. 100-Yr 468.63 469.57 634.01 867.65 7438.99 3493.36 310,00 385.00 Reach-1 19550 - 100-YrFW 469.43 0.80 470.47 357.50 1318.07 8092.17 2389.76 172.50 310.00 385.00 530.00 Reach-1 : 20000 100-Yr 470.54 471.09 578.11 2460.20 5918.54 3421.26 315.00 372.00 Reedit 20000 100-Yr FIN 471.33 0.79 471.86 370.00 2538.40 6044.33 3217.26 158.50 315,00 372.00 528.50 Reach-1 20540 100-Yr 471.57 472.06 46475 3346.82 8405.25 47.93 1497.00 1590.00 Reach-t 20540 100-Yr FIN 472.25 0.68 472.69 370.00 3424.00 8345.14 3086 1225.00 1497.00 1590.00 1595.00 Reach-1 20975 100-Yr 472.30 472.61 45175 3527.39 8258.39 14.23 450,00 582.00 Ready-1 20975 100-Yr FIN 472.88 0.58 473.14 350.00 3811.63 7988.37 225.00 450.00 582.00 575.00 Reach-1 21365 100-Yr 472.10 473.94 399.28 1098.70 10632.37 68.93 370.00 455 00 Reach-1 21365 100-Yr FIN 472.56 0.47 474.33 250.00 1021.76 10778.24 205.00 370.00 455.00 455.00 Reach-1 21690 - 100-Yr. 474.07 476.11 392.23 366.45 10193.76 1239.79 1190.00 1255.00 Reed,1 21690 100-Yr FW 474.33 0.26 476 47 20000 462.78 10505.72 831.50 1122.50 1190.00 1255.00 1322.50 Reach-1 22220 100-Yr. 477.12 478.22 327.40 624,56 9555.34 1620.10 76.00 146.00 Reach-1 22220 100-Yr FW 477.39 027 47865 180.00 590.13 10115.85 1094.02 32.00 76.00 146.00 212.00 Reach-1 22600 100-Yr 478 09 479.53 363.50 3047.09 8288.00 464.91 1397.00 1447.00 Reach-1 22600 100-Yr FW 478.41 0.32 480.02 200.00 2964.05 871941 116.54 1260.00 1397.00 1447.00 1460.00 Read)-1 23170 100-Yr 480.11 481.58 272.83 288.46 10212.99 1298.56 108.00 173.00 Reach-1 23170 100-Yr FW 480.60 0.50 481.99 180.00 350.18 10219.29 1230.53 66.00 108.00 173.00 246.00 Reath-1 23900 100-Yr 482.63 483.15 367.04 883.11 10912.45 4.44 1215.00 1385.00 • 1 23900 100-Yr FW. 482.93 0.30 483.41 348,89 981.22 10813.19 5.59 1041.00 1215.00 1385.00 1391.00 9(810-1 24245 100-YI. : 483.20 483.83 310.84 402.76 10744.37 652.87 146,00 271.00 1ieath-1 24245 100-Yr FW 483.42 0.22 484 06 22000 444.15 10908 43 447.43 79.00 146.00 271.00 299.00 teach-1 24660 100-Yr 484.05 485.03 328.37 162.47 11452.99 184.54 190.00 315.00 *each- 24660 100-Yr FW 484.26 0.21 485.25 195.52 18970 11610.30 114.00 190.00 315.00 314.00 R§et-1 24887 100-Yr 484.61 485.41 301.62 98.59 11024.57 676.84 98.00 208-00 1 24887 100-Yr PR 484.82 0.21 485.62 207.69 105.89 11131 53 562.57 65.00 98.00 208.00 275.00 Reach-1 24930 100-Yr 485.22 485.82 274.36 3362.76 8347.18 90.06 1312.00 1390.00 Reach-1 24930. 100-Yr FW 485.45 0.23 486.01 230.00 3494,31 8233.81 71.88 1170.00 1312 00 1390.00 1400.00 Reach-1 25020 : 100-Yr 485.05 486.14 257.36 1110.45 10272.22 417.32 184,00 263.00 (leach-1 25020 100-Yr.FW 485.23 0.18 486.34 180.00 1067.57 10423.69 308.74 10000 184.00 263.00 280.00 Reach-1 25085 100-Yr 484.08 487.10 247.30 262.78 1140579 131 44 153700 1627.00 8{aac1-1 25085 100-Yr FIN 484 05 -0.04 487.41 90.00 11800.00 1537,00 1537.00 162700 1627.00 Reach-1 25135 100-Yr 485.95 487.59 321.36 939.18 10794 60 66.22 1534.00 1623.00 Reach- 25135 100-Yr FW 485.79 -0.16 487.99 89.00 11800.00 1534.00 1534.00 1623.00 1623.00 Reach-1 : 25185 100-Yr 486.63 487.84 327.07 1540.03 7418 76 2841.21 1120.00 1164.20 Reach-1 25185 100-Yr FW 486.88 0.25 488.31 174.00 1137 44 7889.85 2772.71 1085.00 1120.00 1164.20 125900 Reach-1 25235. 100-Yr 487.09 488.00 355.83 476.12 9207 78 2116.10 1079.30 1155.00 Reach-1 25235 100-Yr FW:. 487.42 0.33 488.49 15545 982489 1975.11 1079.30 1079.30 1155.00 1234.75 Read,-1 25285 100-Yr 485.84 488.81 282.76 25.11 9791 75 198114 1046.30 1092.90 Reath-1 25285 100-Yr FIN 486.19 0.35 489.31 130.08 31.43 10096.49 1672.08 969.60 1046.30 1092.90 1169.60 Reads-1 25335 100-Yr 488.66 489.18 410.04 31.04 10268.77 1500.20 1017.00 1150.00 a5d1-1 25335 100-Yr FW 489.05 0.39 489.69 177.80 39.43 1127142 487.15 983.50 1017,00 1150.00 1183.50 �-�„"41cf1-1 25385 100-Yr 488.82 489.25 477.93 107.45 9993.74 1698.81 1019.50 1168.30 Kaed,-1 ' 25385 100-Yr FW 489.20 0.39 489.77 200.41 127.44 11167.84 504.72 983.00 1019.50 1168.30 1204.00 Read1-1 25470 100-Yr 48886 48139 598.25 528.43 10607.30 664.27 1352.00 1472.00 `• 1 25470 100-Yr FW 489.32 0.47 489.87 23200 390.10 10906.24 503.66 1317.00 1352.00 1472.00 1549.00 Reads-1 ! 25485 BR 0 100-Yr 489.35 490.17 522.36 1415.59 7572.19 281119 1352.00 1472.00 • 1 25485 BR D 100-Yr FW 489.53 0.19 49083 232.00 145.34 9319.84 2321.87 1317.00 1352.00 1472.00 1549.00 t-3'1+ REC-RAS Plan.CorEO FW River.RIVER-1 Reach:Reach-1(Continued) Reach R'SrerSta: : Profd6.:.. ,W.S.E1ew Prof0a86.}Y1'S.. ,:EG.:EYV Tep Wdh A3 r;014 ,Dteetal; a=,106868• 'EOCSte1!',ChSte4,`"Ch SteR: £C4SSOiR=s (ft) (6)a, ' ' (5) (9) : (fis) (di)` :.Ado` .(R)` (8) , (81 ',....'-'04,:v.,-. Read-1 25485 BRU 100-Yr 489.79 490.17 561.52 1341.91 7645.81 2811.46 1320.00 1440.00 Reath•1 25485 BRU 100-Yr FW 490.691 0.89 49109 232.00 59.59 9405.52 2321.94 1317 00 1320.00 1440.00 1549.00 Reach-1 25500 100Yr 489.79 490.17 71102 44783 10383.69 968.48 1320.00 1440.00 Reedhl 25500 .700-Yr FVY 490.69 089 491.10 232.00 18.69 10973.40 807.91 1317.00 1320.00 1440.00 1549.00 Beat 4` 25585 ' 100-Y0' ', 489.73 49237 395.85 1124.84 1033487 340.29 130000 139500 Reeds-i 25585` ;. 100-YiFW: 490.66 0.93 491.24 230.00 1063.53 10334.75 401.72 1232.50 1300.00 1395.00 146250 Read84 256351. `:' 100-Yr - 489.39 490.63 430.74 1151.96 989080 757 25 1301.00 1370.00 Re80111`.:€25635 = ...41`500rn.FW'^ 490-40 100 491.44 220.00 1319.93 9741.61 738.46 1225.50 1301.00 1370.00 1445.50 1y_ Ro c(n4 '€,2566,4 y100.1 '",` 490-09 490.79 444.38 447.30 10664.24 688.46 1245.00 1386.00 Relid1,1,.. .,25886 ,)(1w5Ci FW ^ 490.90 0.81 491.57 220.00 524.19 10921.28 354.53 119550 1245.00 1366.00 1415.50 Reeds-1 ` 257257 + `i60.YF - 490.23 490.86 459.32 1401.81 9809.04 589.15 1285.00 1383.00 Re44:41 7.2972$ „1 7((F1y4 " 491.02 0.79 491.63 225.00 1435.07 9978.63 386.31 1227.00 1285.00 1383.00 1452.00 1. Re400' ;'$5786, t1i1 }Q0-Yo,' 490.63 490.95 502.64 80241 747775 3519.84 1266.00 1345.00 Reeds-1 :3.$87861^ ,100-Y'FW' 491.43 0.81 491.71 269.00 759.25 7154.30 388645 122500 1268.00 1345.00 1494.00 Raed1.1 "R 35820 . = 10Q-"Yr t, 490.70 491.00 580.54 2075.57 5275.24 4549.19 1245.00 1291.00 R�$,' '` 75820 '''7,7.,'"19.0-Ye-RN�., 491.48 078 491.75 350.00 1975.13 5082.58 4842.29 1129.00 1245.00 129100 147900 1 2617)7 *100-Yt € 490.82 49157 421.68 590.39 675721 4552.30 1045.00 1090.00 Z 26170 5 00,,Y. M' .w 491.54 0.73 49221 247.00 129.31 6576.32 5194.38 1039.00 1045.00 1090.00 1286.00 RagCtt-1 :'�,j,26560 „. ;"` .100LYn 491.48 492.52 310.12 390.84 10885.18 623.97 1040.00 114000 Raadn4':_°+j,29960,`F';,':t`'F 100-Y4 W' 492.01 0.53 493.11 145.00 3068 11399.97 469.35 1037.00 1040.00 114000 1182.00 R8n43 W ad 20890:` 10047 492.08 493.57 326.49 430.50 10812.52 656.98 1750.00 1826.00 Rei61_ia1•.".' 36880,` 1 00..„YrFW;.',.: 492.56 0.47 494.13 110.00 362.66 11270.41 26092 1733.00 1750.00 1826.00 1843.00 6,4r . RegaetaVi 27050e: ,7r; ADD;Yr, 49256 494.28 320.75 182.49 8681.49 1636.03 1023.00 1078.00 '1 "27ffiD 100-Y1I W 493.00 0.44 494.85 124.40 221.10 9047.03 1231.86 1000.00 1023.00 1078.00 1125.50 'F*01 iF 27400 y i 49QY6w"an"1' 494.94 495.49 60164 3335.63 6908.07 25630 1926.00 1992.00 R )aq°274O4 y,;9,100,W F'y4 n a 49543 0.49 496.13 415.00 2722.96 7648.23 128.81 158500 1926.00 1992.00 2000.00 ",x Read1-1 '+227540. 100-Yr - 49507 495.95 514.20 1080.56 9419.45 195000 2078.00 tl8dkl ,7f,27$40 708+YF F1114� r 495.67 0.60 496.47 377.86 1047.12 9452.88 1615.00 1950.00 207000 2078.00 ak f l ::225$6„0I:i,. 100.Yr '; 495.07 495.99 507.75 1393.15 9106.85 1950.00 2078.00 Readt-1=•sr 27555 8(D',:" ;100YrFW 495.67 060 49649 349.53 1466.85 9033.15 1615.00 195000 2078.00 2078.00 Reed1.1 -,:27556 BRUT' (00Yr .; 495.07 496.52 103.48 10500.00 1950.00 2078.00 040,l -27`.55$'BR[Ej`"m'tl r W2..i s 495.67 0.60 496.55 344.68 1369.30 913071 1610.00 1950.00 2078.00 2078.00 .*044,j,,,,:,,, r t 27570 ,,1rYW 4 ;4f 495.27 496.16 514.68 10e409 9415.91 1950.00 207e00 '' "' 21 "1757fF.0 it*, ft', Y: , 495.81 0.54 496.63 380.34 104998 9450.02 1610.00 1950.00 2078.00 2078.00 i ha" A T. a T .er 495.29 496.36 5e6.e5 2094.01 61e7.e4 216.15 1926.00 1992.00 9 fi 27820 :00,f4,77 r 495.75 0.46 496.86 427.04 2045.46 845454 1564.96 1926.00 1992.00 1992.00 119LOMR Plan: Corrected Effective FW 12/9/2012 RS= 15160 15160 $ — 035 — i 470 Legend . ... ._. . WS 100-Yr FW 465 WS 100-Yr • Ground Ineff 460- • Bank Sta c - , , m 455 , ,- i , a) 111 450- _- i , . r. . -_. 445 _ 440 ; i ; 420 440 460 480 500 520 540 560 580 600 Station(ft) 119LOMR Plan: Corrected Effective FW 12/9/2012 RS=15113 15113 .02 >< .05 >_ .05 > 470 A Legend j WS 100-Yr FW 465 - f WS 100-Yr 1 , Ground L A Ineff 460 . • Bank Sta . Encroachment c - m 455- - . 7 W -- .__.. 450 1-_ 445 - t -- .l 440 ; i i i i ,14 ; , 1000 1100 1200 1300 1400 1500 Station(ft) 119LOMR Plan: Corrected Effective FW 12/9/2012 RS=14820 14820 —.07 >.< -.07 > 470— fr A 5 Legend • WS 100-Yr FW 465 -_ , , WS 100-Yr Ground • 460 Ban Sta _ .. Encroachment o s Jii-: i ;',, 4-, , -t -', , ;2', -',,, ; , , 455 — w 450 r TH - i • ■ ' • 440 ( i , , , , , 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: Corrected Effective FW 12/9/2012 RS=14495 14495 < .07 .05— > 470 0 ; .7 Legend - i , : i WS 100-Yr FW 465 i - - . WS _ 100-Yr Ground .. Bank Sta 460- , Encroachment . . , x z--- 455 N w 450 - . 445 . , f _. : . _ - 4 440 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Corrected Effective FW 12/9/2012 RS=14170 14170 <-- --.06 >(.055>< .06 --4 470 , , . Legend _ WS 10 0-Yr FW 465 WS 100-Yr i. + f... ._.-,_...i. i ..... .:......' .+ Ground • 460 - - - 4 - Bank Sta ..., L- : f Encroachment --- t -- -∎ -- -i-- t'-- t i - -t ---- I 450 { 445 -_ ; -+ — - 440 l { 435 , , i i i 1400 1600 1800 2000 2200 2400 Station(ft) 119LOMR Plan: Corrected Effective FW 12/9/2012 RS=13829 13829 460 1< .06 >4055.-‹ .06 > j.... ._.,.- !._ Legend } WS 100 Yr FW . - : WS 100-Yr 455— z — —_ . Ground { • Bank Sta ____i _ , Encroachment 450 — ; -+ i . . , co • -. ..: - -.-. - - > W 445 -t ', ..,-.. . { 440- '--.-. , 435 i t i I I I i t 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Corrected Effective FW 12/9/2012 RS=13620 13620 .06 >?055,< — .06 456- Legend ■ 454 WS 100-Yr FW _f -- WS 100-Yr 452 Ground 4_ + , - r Groun Ba nk Sta 450 \ —ii Encroachment — 448- -- m r : t -•- . c 0 > 446 w 444 I .. -.-... s-. ._. , . = 442 ,..- _ -, -_._1- _. . - . -f-- f--- ----- i-._;-. if:.-.__.,. , 440- , , { } 438 { ; 1 j ; , i 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Corrected Effective FW 12/9/2012 RS=13339 13339 < ,06 .06 470 0 d i- k - WS 100-Yr FW 465 WS 100-Yr , 100 tt , Ground ou d - + .i ... ._. - A 460- 1 , ', t ' Ineff Bank Sta �� _ Encroachment 455- -_ __, ._- .` . . .-;- - T w 450- t 445 4, __.--_< ,.--TTI 1- : 440----j--; ; .t •.: r t { ,._. I !__ .. . .. i --- ■ - i- f --+ - X -- ) .t-- --- - _.. 435 , { i + i i r 1000 1500 2000 2500 3000 3500 4000 Station(ft) 118L0K8R Plan: Corrected Effective FW 12/9/2012 RS=12820 12820 � ��-------�� ��—�mo — ' � °-.o6 ' 470 H----- . o . � Legend WS 100-Yr -a- IT 400 600 800 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: Corrected Effective FW 12/9/2012 ns=12*o2 12402 J L J ^ os .08 � . �. )1 —'" Legend• WS 100-Yr a— -� � ..c""° ""..` r . ,, , , ,. ■ : .. , . . , 1000 1200 1400 1600 1800 2000 2200 2400 2600 Station(ft) 119LOMR Plan: Corrected Effective FW 12/9/2012 RS= 11588 11588 < - .06 -> < .06 470 0 ' - -- 5 Legend WS 100-Yr FW 465 WS 100-Yr .. -i _ _`_ . . 4 ....<..._ . . ,_ .. ! - Groun d • 460 '; ; Ineff • s s , 4 s , ; . / Bank Sta _ < - , x 455— i---, -° � -- — -- Encroachment .r a.) w 450— , _ •445---,�___;--7-+"-÷-' . . __ _ _ 440- _ -,_ . .r_ 435 , , 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Corrected Effective FW 12/9/2012 RS=11453 11453 < .065 ><.05+.04>< .05 >< .065 >I 455 ; -- Legend • WS 100-Yr FW WS 100-Yr f.. _ Ground 450 —_-__ 4.. • s;--._. Bank Sta ..-.___ . }_..__.. Encroachment c _ o 445— w w 440 1 1 i 435 ( j { I , 1000 1050 1100 1150 1200 1250 1300 1350 1400 Station(ft) c >- o c m •° o • o 0 A . 09981 091781't OLZ81 $ \ 086Z m 009L1 081791 - 0 0 O£L91 -' 9£Z91- N £L-191 OZ8171 ' 9617171 OLl17l ` o° y -o 628E1 Lt1 r 0 Z9£1 m 6£E£L _ th p > O8Z1 U — m 01;Z 0 (6 ! ° _ o "- o 889 11 9LZL1 0 06601 -J 09801 00901. - o 0 0096 0058 o 0008', om OOSL • co OSZL V V V V f7 V � R (u)uoilenal3 REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX F Hydraulic Output—Existing(Pre-Project) Model (Multi-Profile) HEC-RAS Plan:Pre-Project MP River.RIVER-1 Reach.Reach-1 Reach River Sta Profile Q Total Min Ch El W.S.Elev Crtt W.S. EG Elev E.G.' Slope Vet C9V4 -:Flow Area Top Width .Frauds#Chl" (cis) (ft) (5) (ft) ;(5) (fit) (ws) (s95) ? (ft) Reach-1 7250 10-Yr FEMA 5900.00 423 52, 434.71 430.41 434.981 0.0012001 4.20 1403.53 235.21 0.30 Reach-1 7250 50Vr FEMA . 8600.00 423.521 436.31 431.42 436 67 0.001201 1 4.81 1788.11 244.46 031 Reach-1 7250 100-Yr FEMA 9700 001 423.521-- 436.90 431.78 437.29 0.001201'1 5.02 1932.99 247.86 0.32 Reach-1 7250 500-Yr FEMA 12700 00 423.52 438 37 438.84 0 0012011 5.51 2304.58 256.37 0.32 1 Reach-1 7500 10-Yr FEMA 5900.00 423.67 434.98_ 435.25 0.000982 4.17 1415.23 206.13 0.28 Reach-1 7500 50-Yr FEMA 8600.00 423.67 436.59- 436.96 0.001128 4.89 1757.73 223.23 0.31 Reach-1 7500 100-Yr FEMA 9700.00 423.67 437.20 437.60 0001267 5.10 1900.20 247.45 0.32 Reach-1 500 500-Yr FEMA 12700.00 423.67 438.68_ 439.16 0.001288 5.56 2284.83 264.82 0.33 Reach-1 8000 10-Yr FEMA 5900.00 424.02 435.47 435.72 0.000877 4.01 1471.19 208.78 0.27 Reach-1 8000 50-Yr FEMA 8600.00 424.02 437.19 437.52 0.001091 4.64 1853.00 249.05 0.30 Reach-1 6000 100-Yr.FEMA 9700.00 424.02 437.84 438.19 0001097 4.80 2019.37 258.66 0.30 Reach-1.:. 8000 500-Yr FEMA 12700.00 424.02 439.32 439 75 0001090 5.27 2409.63 266.95 0.31 heath-1 8500 . 10-YrFEMA 5900.00 425.06 43395 43600 0.001430 4.73 1246.17 198.63 0.33 °each-1. 8500 50-Yr FEMA 8600.00 425.06 437.73 438.17 0.001413 5.33 1612.29 212.77 0.34 Reach-l 8500 100-Yr FEMA 9700.00 425-06 438.39 438.87 0.001498 5.52 1757.45 230.31 0.35 Reath-1 8500 500-Yr FEMA 12700.00 425.06 43939 44044 0.001580 5.95 2133.43 259.94 0.37 Reach-1 9500 10-Yr FEMA 5900.00 426.97 437.64 438 10 0.002247 5.47 1078.07 193.71 0.41 9500 50-Yr FEMA 8600.00 426.97 439.41 439.94 0.002195 5.84 1471.54 235.73 0.41 Reach-1 9500 100-Yr FEMA 9700.00 426.97 440.07. 440.62 0.002031 5.95 1629.56 239.48 0.40 Reach-l, 9500 500-Yr FEMA 12700.00 426.97 441.55 442.18 0.001878 6.38 1989.51 247.82 0.40 Reach-1 ,. 10500 10-Yr FEMA 5900.00 428.78 439.72 440.08 0.001743 4.82 1224.58 220.96 0.36 Roach-1 10500 50-Yr FEMA 8600.00 428.78 441.40 441.84 0.001641 5.32 1616.45 239.97 0.36 8 th-1 10500 100-Yr FEMA. 9700.00 428.78 441.96 442.44 0.001621 5.53 1753.87 243.22 0.36 Koch-1 10500 500-Yr FEMA. 12700.00 428.78 443.35 443.92 0.001603 6.06 2096.63 251.14 0.37 Reach-1 10850 10-Yr FEMA 5900.00 429.40 440.30 440.64 0.001463 4.70 1255.65 206.05 0.34 Reagh-1 10850 50-Yr FEMA 8600.00 429.40 441.98 442 41 0.001607 5 22 1647 31 247 98 0.36 Reach-1 10850 100-Yr FEMA 9700.00 429.40 442.55 443 01 0.001605 5 42 789 92 254 40 0.36 Reach-1 - 10850 500-Yr FEMA 12700.00 429.40 443.95 444.49 0.001603 5.89 2156.33 270.20 0.37 Reach-1 .10935 . 10-Yr FEMA 5900.00 429.60 440.44 440.77 0.001503 435 1269.75 216.48 034 Reach-1 10935. 50-Yr FEMA 8600.00 429.60 442.13 437.65 442.54 0001483 5.16 1665.28 238.00 0.34 Ranch-1 .70935 . 100-Yr FEMA 9700.001 429.60 442.69 438.03 443.14 0-0014681 5.39 1798.78 238.00 0.35 Reach-1 10935 500-Yr FEMA 12700.00 429.60 444.07 438.95 444.62 0.001458 5.97 2128.04 238.00 0.35 ..•-1 10936 10-Yr FEMA 5900.00-- ------ Reach 1 10936 50-Yr FEMA 8600.00 429.60 442.11 442.56 0.001936 5.35 1606.48 232.00 0.36 Bach-1 10936 100-Yr FEMA 9700.00 429.60 442.67 443.16 0.001932 5.59 1736.36 232.00 0.36 f n,ch-1 10936 500-Yr FEMA 12700.00 429.60 444.05 444.64 0.001960 6.18 2056.64 232.00 0.37 j'AO i 10990 Bridge K gth-1 11044 10-Yr FEMA 5900.00 429.80 440.63 436.82 440.99 0.001682 4.76 1238.46 193.18 0.33 ;;ach-1 11044 50-Yr FEMA 8600.00 429.80 442.30 437.85 442.77 0.001811 5.47 1572.01 206.22 0.35 Reach-1 11044 100-Yr FEMA 9700.00 429.80 442.88 438.23 443.38 0.002069 5.72 1694.80 231.47 0.37 RiaaCh-1 11044 : 500-Yr FEMA 12700.00 429.80 444.26 439.16 444.87 0002077 6.30 2015.49 232.00 0.38 Reach-1 11045 10-Yr FEMA 5900.00 429.80 440.67 436.77 441.00 0.001286 4.57 1292.28 200.98 032 . Raa.- 3�aach-1- 11045 -50-Yr FEMA 8600.00 429.60 442.36 437.76 442.78 0.001339 5.24 1642.05 216.24 0.33 43,iach-1 11045 100-Yr FEMA 9700.00 429.80 442.93 438.14 443.40 0.001339 5.50 1772.44 237.58 0.34 p'"•ach-1 11045 500-Yr FEMA 12700.00 429.80 444.30 439.07 444.89 0.001365 6.15 2098.84 238.00 0.35 cry' 1 11070 10-Yr FEMA 5900.00 429.80 440.70 441.04 0.001388 4.68 1261.37 200.42 0.33 .Roach-1 11070 50-Yr FEMA 8600.00 429.80 442.38 442.83 0.001428 5.34 1610.42 214.01 0.34 Reads-1 11070 100-Yr FEMA 9700.00 429.80 442.96 443.44 0.001460 5.59 1734.45 218.64 0.35 Reach-1; 11070 500-Yr FEMA 12700.00 429.80 444.34 444.92 0.001772 6.13 2072.63 264.81 0.39 each-1 11275 10-Yr FEMA 5900.00 430.31 441.09 441.41 0.002469 4.55 1296.16 205.24 0.32 m9ch-1 11275' 50-Yr FEMA 8600.00 430.31 442.79 443.21 0.002539 5.18 1658.67 220.44 0.33 7aach-1 11275 100-Yr FEMA 9700.00 430.31 443.38 443.83 0.002566 5.42 1790.04 231.51 0.34 -ach-1 11275 500-Yr FEMA 12700.00 430.31 444.81 445.36 0.002604 5.99 2140.80 252.51 0.35 j;ach-1 11276 10-Yr FEMA 5900.00 433.00 441.07 441.42 0.002859 477 1237.22 204.85 0.34 400 t = 11276 50-Yr FEMA - 8600.00 433.00 442.77 443.22 0.002846 5.38 1598.96 219.98 0.35 Ptl• 1 11276 100-Yr FEMA 9700.00 433.00 443.36 443.85 0.002854 5.61 1729.86 230.72 0.36 1. 11276 500-Yr FEMA - 12700.00 433.00 444.79 445.38 0.002848 6.17 207934 252.01 0.36 1 11296 .`10-Yr.FEMA 5900.00 433.00 441.13 441.48 0.002770 4.72 1250.34 205.41 0.34 - 1:_ 11296 50-Yr FEMA 8600.00 433.00 442.84 443.28 0.002774 5.33 1612.95 220.55 0.35 1 11296 100-Yr FEMA 9700.00 433.00 443.42 443.90 0.002781 5.57 1744.66 23228 0.35 1 11296 500-Yr FEMA 12700.00 433.00 444.85 44343 0.002783 6.12 2096.09 25247 036 HEC-RAS Plan.Pre-Project MP River RIVER-1 Reach.Reach-1(Continued) Reach River Sta I Profile CI Total Min at El W.S,E1ev Cfit W-S., E:0-Bev E.G.Slope Vet Chet: Flow Area Top W idth Froude#Chi (c(s) (ft) ((t) '(8) (8) (818) (B/s) (aq ft) (8) Reach-1 11297 10-Yr FEMA 5900.00 43500 44053 440.19 441.75 0.022450 8.86 666.00 200.82 0.86 Reach-1 11297 50-Yr FEMA 8600.00 43500 44244 443.46 0.011019 8.08 1064.27 215.88 0.64 Reach-1 11297 100-Yr FEMA 9700.00 435.00 443.05 444.07 0.009757 8.11 1196.64 221.48 0.61 Reach-1 11297 500-Yr FEMA 12700.00 43500 444.52 445.58 0.007701 8.30 154620 249.24 i 0.56 Reach-1 11299 10-Yr FEMA 5900.00 435.00 440.68 441.79 0.019585 8.48 695.45 201.97 0.81 Reach-1 11299 50-Yr FEMA _ 8600.00 435.00 442.48 443.48 0.010782 8.02 1071.76 216.15 0.64 Reach-1 11299 100-Yr FEMA 9700.00 435.00 443.08 444.09 0.009603 8.07 1202.70 22215 0.61 Reach-1 11299 500-Yr FEMA 12700.00 435.00 44454 445.60 0.007633 8.28 1550.82 249.40 056 Reach-1 11300 10-Yr FEMA 5900.00 435.00 442.88 442.88 444.32 0.034303 9.63 612.87 218.93 1.01 Reach-1 11300 50-Yr FEMA 8600.00 435.00 44373 443.73 445.52 0.030699 10.74 805.12 237.77 1.00 Reach-1 11300 100-Yr FEMA 9700.00 435.00 444.03 444.03 445.95 0.029921 11.15 87827 244.76 1.00 Reach-1 11300 .( 500-Yr FEMA 12700.00 435.00 444.83 444.83 447.05 0.027385 11.98 1078.03 251.70 0.98 Reac-1 11301 10-Yr FEMA 5900.00 435.00 444.43 444.68 0.001378 4.02 1467.00 240.91 0.29 Ready-1 11301 >50-Yr FEMA 8600.00 435.00 445.57 445.94 0.001809 491 1751.87 258.85 0.33 Reach-1 11301 ".100-Yr FEMA 9700.00 435.00 445.99 446.41 0.001953 5.21 1861.50 265.44 0.35 {matt-1- 11301 500-Yr FEMA 12700.00 435.00 447.00 447.55 0.002187 5.96 2133.51 274.13 037 )aadF1 t 11313 10-Yr FEMA 5900.00 435.00 444.45 444.70 0.001366 4.01 1471.69 241.22 0.29 Re8d1-1:. 11313 50-Yr FEMA 8600.00 435.00 445.60 445.97 0.001790 4.89 1758.40 259.25 0.33 Reach-1 11313 100-Yr FEMA 9700.00 435.00 446.02 446.43 0.001930 5.19 1868.83 26576 0.34 Reach-1'. 11313 500-Yr FEMA 12700.00 435.00 447.03 447.57 0.002158 5.93 2142.26 275.12 0.37 Reach-1:: 11453 10-Yr FEMA 5900.00 435.07 444.40 445.42 0.005465 8.72 877.79 212.73 057 Reach-1 11453 50-Yr FEMA 8600.00 435.07 445.51 446.90 0.006457 10.41 1136.84 253.82 0.63 Reach-1 11453 100-Yr FEMA 9700.00 435.07 445.92 447.43 0.006696 10.95 1244.39 269.04 0.65 Reach-1 11453 500-Yr FEMA 12700.00 435.07 446.91 448.68 0.007139 12.13 1525.20 297.49 0.68 Reads-1 11588 10-Yr FEMA 5900.00 435.14 445.74 443.92 446.16 0.003624 6.21 1338.32 390.99 0.39 Reach-1 11588. 50-Yr FEMA 8600.00 435.14 447.34 444.77 447.73 0.002795 6.18 2076.43 856.52 0.36 Reach-1 11588. 100-Yr FEMA 9700.00 435.14 447.91 445.10 448.28 0.002564 6.16 2394.16 949.31 0.35 Reads-1 11588 500-Yr FEMA 1270000 435.14 449.24 445.90 449.57 0.002083 6.04 3209.33 1130.00 0.32 Reach-1 12402 10-Yr FEMA 5900.00 435.72 447.63 445.87 447.79 0.001641 4.62 2699.95 1281.26 0.27 Reach-1 12402 50-Yr FEMA 8600.00 43572 448.76 446.69 448.88 0.001186 4.24 407754 1391.85 023 Reach-1. 12402 100-Yr FEMA 9700.00 435.72 449.19 446.90 449.30 0.001051 4.10 4613.49 1400.92 0.22 ReadF1 12402 500-Yr FEMA 12700.00 435.72 450.27 447.36 450.36 0.000834 3.89 5970.83 1430.56 0.20 Ft¢ach-1 12820 10-YrFEMA 5900.00 436.00 448.12 448.20 0.000936 3.22 3331.69 112589 0.20 Reach-1 12820 50-Yr FEMA 8600.00 436.00 449.11 449.19 0.000851 3.32 4462.40 1158.26 0.19 Reach-1: 12820 100-Yr FEMA 9700.00 436.00 449.50 449.58 0.000812 3.34 4916.48 1171.01 0.19 Reac1-1 12820 500-Yr FEMA 12700.00 436.00 450.51 450.60 0.000719 3.36 6113.08 1194.13 0.18 Reach-1 13339. 10-Yr FEMA 5900.00 437.15 449.28 449.28 449.85 0.005655 7.79 1714.11 1351.86 0.48 Reach-1 13339 50-Yr FEMA 8600.00 437.15 449.75 449.66 450.31 0.006236 8.49 2318.42 1615.26 0.51 Reach-1 13339 100-Yr FEMA 9700.00 437.15 450.15 449.79 450.57 0.004896 7.75 2877.08 2361.60 0.45 Reach-1 13339 500-Yr FEMA 12700.00 437.15 451.09 450.18 451.32 0.002795 6.25 4276.59 2368.41 0.35 Reach-1 13620 10-Yr FEMA 6900.00 438.00 450.85 451.06 0.001958 4.92 2671.64 1112.17 0.29 Reads-1 13620 50-Yr FEMA 9700.00 438.00 451.44 451.68 0.002204 5.45 3330.20 1122.45 0.31 Reach-1 13620 100-YrFEMA 11000.00 438.00 451.62 451.88 0.002417 578 3533.82 112551 0.33 Reach-1 13620 500-Yr FEMA 14200.00 438.00 452.14 452.43 0.002663 6.28 4115.25 114533 0.35 Reach-1 13829 10-Yr FEMA 6900.00 438.50 451.19 449.98 451.98 0.007976 868 1357.51 694.80 0.57 Reach-1 13829 50-Yr FEMA 970000 438.50 451.87 452.67 0.008569 9.35 1880.41 846.04 0.59 Reach-1 13829 100-Yr FEMA 11000.00 438.50 452.10 451.74 452.96 0.009298 9.89 2082.38 898.76 0.62 Reach-1 13829 500-Yr FEMA 14200.00 438.50 452.72 453.49 0.008252 9.80 2647.13 915.88 059 (leach-1 14170 10-Yr FEMA 6900.00 439.80 453.24 453.49 0.001914 5.24 2240.31 63579 0.29 4,4each-1 14170. 50-Yr FEMA 9700.00 439.80 454.05 454.34 0.002165 5.87 2760.46 648.86 0.31 each-1 14170 100-Yr FEMA 11000.00 439.80 454.41 454.72 0.002222 6.08 2993.97 653.33 0.32 ,Reach-1 14170 '500-Yr FEMA 14200.00 439.80 45457 455.36 0.002654 6.86 3367.25 660.41 0.35 m ,(inch-1 14495 10-Yr FEMA 6900.00 440.30 453.94 454.41 0.004938 7.08 1548.04 571.42 0.38 ,j1aech-1 14495 50-Yr FEMA 9700.00 440.30 454.81 455.27 0.004575 7.18 2056.73 592.16 0.37 i38ad1 1 14495` 100-Yr FEMA 11000.00 440.30 455.18 455.64 0.004439 7.21 2274.94 600.83 0.36 each-1': 14495`. 500-YrFEMA 14200.00 440.30 455.86 456.38 0.004574 7.60 2691.86 617.07 0.37 -:v 1 .14820 10-Yr FEMA 6900.00 440.80 455.51 454.26 455.83 0.003996 579 2022.52 679.32 0.34 9ch-1` 14820 - 50-Yr FEMA 9700.00 440.80 456.32 45455 456.67 0.004256 6.34 2596.00 737.10 0.36 ach-1:; 14820':.. 100-Yr FEMA 11000.00 440.80 456.67 455.08 457.03 0.004314 6.53 2853.21 763.39 0.36 1; 14820 500-Yr FEMA 14200.00 440.80 457.42 455.57 457.80 0.004432 6.95 3447.63 820.92 0.37 HEC-RAS Plan'Pre-Project MP River.RIVER-1 Reach Reach-1(Continued) Reach River Sta Profile Q:Total Mim:Ch El W.S.Elev Crit W.S. E.G.Elev E.G.Slope :Vel Chill Flow Area Top Width' Froude#C6) _ (crs) (ft) (ft) „(ft) `,(ft) ?(81ft) Ma) '1(s9 ft) .(ft) . Reach-1 15113 10-Yr FEMA 6900.00 440.00 456.14 446.95 456.52 0.001089 4.94 1409.79 362.40 0.25 Reach-1 15113 50-Yr FEMA 9700.00 440.00 457.07 448.59 457.69 0.001674 6.35 1629 49 368.14 0.31 Reach-1 15113 100-Yr FEMA 11000.00 440.00 457.45 449.29 458.18 0.001938 6.93 1719.55 370.48 0.33 Reach-1 15113 500-Yr FEMA 14200.00 440.00 458.26 450.83 459.27 0.002578 8.23 1913.31 375.48 0.39 Reach-1 15160 10-Yr FEMA 6900.00 440.00 456.28 446.74 456.58 0.000425 4.42 1561.82 130.41 0.22 Reach-1 15160 50-Yr FEMA 9700.00 440.00 457.27 448.31 457.78 0.000670 5.73 1693.47 134.62 0.28 Reach-1 15160 100-Yr FEMA 11000.00 440.00 457.66 448.95 458.28 0.000791 6.30 1747.01 136.29 0.31 Reach-1 : 15160 500-Yr FEMA 14200.00 440.00 458.49 450.43 459.39 0.001107 7.63 1860.22 139.77 0.37 Reach-1 15235 Bridge Reach-1 15310 10-Yr FEMA 6900.00 440.00 456.30 446.74 456.60 0.000423 4.41 1564.87 130.51 0.22 Reach-1 15310 50-Yr FEMA 9700.00 440.00 457.32 448.31 457.82 0.000663 5.71 1699.77 134.82 0.28 Reach-1 15310 100-Yr FEMA 11000.00 440.00 457.73 448.95 458.34 0.000780 6.27 1755.32 136.55 0.31 Reach-1 15310 500-Yr FEMA 14200.00 440.00 458.59 450.43 459.48 0.001083 7.57 1875.18 140.22 0.36 Reach-1 15600 10-Yr FEMA 6900.00 441.60 456.29 449.85 456.75 0.001743 5.49 1257.25 128.64 0.31 Reach-1 15600-. 50-Yr FEMA 9700.00 441.60 457.29 451.36 458.05 0.002536 6.99 1387.46 129.00 0.38 Reach-1 15600 100-Yr FEMA 441.60 457.70 451.98 458.61 0.002906 7.64 1439.72 129.00 0.40 Reach-.1 ` 15600 500-Yr FEMA 14200.00 441.60 458.55 453.40 459.86 0.003851 9.16 1549.73 129.00 0.47 Reach-1 15605 Bridge Reach-1 15610 10-Yr FEMA 6900.00 441.60 456.35 449.85 456.81 0.001711 5.45 1265.32 128.84 0.31 Reach-1 15610 50-Yr FEMA 9700.00 441.60 457.42 451.36 458.16 0.002448 6.91 1403.29 129.00 0.37 Reach-1 r 15610 `100-Yr FEMA 11000.00 441.60 457.86 451.98 458.74 0.002781 7.53 1460.15 129.00 0.39 Reath-1 15610 500-Yr.FEMA 14200.00 441.60 460.86 453.40 461.77 0.002240 7.69 1846.95 129.00 0.36 Reach-1 15630 10-Yr FEMA 6900.00 441.70 456.34 456.86 0.001547 5.91 1323.18 174.22 0.30 Reach-1 15630 50-Yr FEMA 970600 441.70 457.42 458.22 0.002178 7.43 1514.93 181.23 0.37 Reach 1 15630{ ..100-Yr FEMA 11000.00 441.70 457.87 458.81 0.002451 8.07 1597.00 184.15 0.39 Reach-1 15630 500-Yr FEMA 1420600 441.70 460.94 461.82 0.001811 7.98 2195.14 206.67 0.35 Reach-1 15640 10-Yr FEMA 6900.00 441.70 456.40 456.88 0.001409 5.67 1375.36 168.03 0.29 Reach-1 15640 50-Yr FEMA 9700.00 441.70 457.51 458.25 0.001983 7.15 1565.93 176.33 0.35 Reach-1 15640. 100-Yr FEMA 11000.00 441.70 457.97 458.84 0.002232 7.76 1648.09 179.80 0.38 Reach-1 15640 500-Yr FEMA 14200.00 441.70 461.00- 461.84 0.001703 7.78 2225.22 203.73 0.34 Reach-1 15650. 10-YrFEMA 6900.00 441.70 456.42 456.89 0.001402 5.66 1378.01 168.15 0.29 Reach-1 : 15650 - 50-Yr FEMA 9700.00 441.70 457.53 458.27 0.001970 7.13 1570.02 176.51 0.35 Reach-1 15650 100-Yr FEMA 11000.00 441.70 458.00 458.86 0.002215 7.74 1652.89 180.00 0.37 Reach-1 15650 500-Yr FEMA 14200.00 441.70 461.02 461.86 0.001695 7.76 2229.22 203.94 0.34 Reach-1. 15660 10-Yr FEMA 6900.00 441.70 456.31 456.96 0.001947 6.67 1188.71 147.27 0.34 Reach-1: 15660 50-Yr FEMA 970600 441.70 457.36 458.38 0.002794 8.46 1346.31 154.83 0.41 Reach-1. 15660 100-Yr FEMA 11000.00 441.70 457.78 458.99 0.003171 9.21 1413.37 157.94 0.44 Reach-1 15660 500-Yr FEMA 14200.00 441.70 460.82 461.97 0.002398 9.18 1929.95 183.81 0.40 Reach-1 15680 10-Yr FEMA 6900.00 441.73 456.53 457.02 0.002538 5.60 1231.58 165.47 0.36 Reach-1 15680. 50-Yr FEMA 9700.00 441.73 457.77 458.47 0.003171 6.73 1440.72 173.49 0.41 Reach-1 15680 100-Yr FEMA 11000.00 441.73 458.30 459.10 0.003400 7.17 1533.79 176.94 0.43 Ready-1 15680 500-Yr FEMA 14200.00 441.73 461.35 462.06 0.002163 6.76 2106.50 200.40 0.36 Reach-1 15730 10-Yr FEMA 6900.00 441.75 456.69 457.16 0.002803 5.47 1262.38 189.48 0.37 Reach-1 15730 50-Yr FEMA 9700.00 441.75 458.00 458.64 0.003178 6.40 1514.93 196.80 0.41 Reach-1 15730.s 100-Yr FEMA 11000.00 441.75 458.56 459.27 0.003295 6.76 1626.67 199.96 0.42 Reach-1 15730 : 500-Yr FEMA 14200.00 441.75 461.55 462.17 0.001985 6.33 2255.98 225.36 0.34 Reach 16480!- 10-Yr FEMA' 6900.00 442.70 458.36 458.67 0.001518 5.28 2344.52 710.71 0.29 Reach-1 16480 : 50-Yr FEMA 9700.00 442.70 459.82 460.08 0.001257 5.24 3410.92 739.41 0.27 Reach-1 16480- 100-Yr FEMA 11000.00 442.70 460.43 460.68 0.001167 5.22 3865.86 741.24 0.26 teach-1 16480 500-Yr FEMA 14200.00 442.70 462.85 463.01 0.000667 4.44 5668.26 748.42 0.20 Reach-1 17600 10-Yr FEMA 7500.00 445.00 460.43 455.86 461.38 0.003596 8.26 1392.94 645.74 0.44 ach-1 17600. 50-Yr FEMA 10500.00 445.00 461.58 462.49 0.003507 8.73 2196.19 730.26 0.44 7=°ech-1 17600 100-Yr FEMA 11800.00 445.00 462.08 462.91 0.003288 8.68 2557.21 731.75 0.43 Reach-1 17600 500-Yr FEMA 15100.00 445.00 463.81 464.34 0.002108 7.58 3831.91 737.01 0.35 'x ad1-1 17980 10-Yr FEMA 7500.00 446.10 461.99 462.15 0.000986 3.66 2857.96 606.72 0.23 -8c h-1 '; 17980 50-Yr FEMA - 10500.00 446.10 463.10 463.30 0.001083 4.19 3547.66 631.58 0.25 r i -1 17980 100-Yr FEMA 11800.00 446.10 463.50 463.73 0.001130 4.41 3804.69 640.61 0.25 s'adh-1 5 17980 500-Yr FEMA- 15100.00 446.10 464.75 464.99 0.001079 4.68 4620.15 664.17 0.25 • `.ach-1 18150 10-Yr FEMA 7500.00 446.60 462.09 462.42 0.001798 5.82 2301.42 547.09 0.31 "145dh-1 '' 18150 50-Yr FEMA 10500.00 446.60 463.22 463.59 0.001929 6.45 2935.24 572.65 0.33 HEC-RAS Plan.Pre-Project MP R•ver.RIVER-1 Reach.Reach-1(Continued) Reach River Sta l Profile a Total MIli Ch EI W.S.Elev Crit W$. i E.G.Elev E.G Slope 'Vel CMt Flow Area Top Width 'Froude#Chi- i (cis) .(R) '(8) ':(fl) °�'(ft) 1(NM :{8)s) (sq R) (ft) Reach-1 18150 I 1100-Yr FEMA _ 11800.00 446.60 463.63 464.03 0.001994 6.71 3173.11 581.95 0.34 Reach-1 18150 500-Yr FEMA 1510000 446.60 464.88 465.27 0.001872 6.94 391040 60735 033 Reach-1 18210 10-Yr FEMA 7500.00 446.80 462.19 462.55 0.002356 6.44 2174.41 53064 0.35 Reach-1 18210 50-Yr FEMA 10500.00 446.80 463.33 463.73 0.002427 7.00 2799.95 560.14 0.36 Reach-1 18210 100-Yr FEMA 1180000 446.80 463.75 464.16 0.002479 7.24 3036.29 570.82 0.37 Reach-1 18210 500-Yr FEMA 1---700 00 446.80 464.99 465.40 0002279 7.41 3764.09 600.53 0.36 Reach-1 18240 10-Yr FEMA 750000 446.90 461.84 461.41 462.86 0.005907 9.15 1355.61 481.74 0.55 Reach-1 18240 50-Yr FEMA 1050000 446.90 463.08 463.99 0.005105 9.30 1975.54 518.71 052 Reach-1 18240 100-Yr FEMA 11800 00 446.90 463.51 464.42 0.004983 9.46 2204.21 532.66 0.52 Reach-i 18240 500-Yr FEMA 15100.00 446.90 464.83 465.60 0.004030 9.22 2930.11 570.66 0.48 Reach-1 18320 10-Yr FEMA 7500.00 447.10 462.67 463.23 0.002993 7.19 1865.50 540.35 040 Reach-1 18320 . 50-Yr FEMA 10500.00 447.10 463.74 464.33 0.003062 7.78 2461.86 566.75 0.41 Reach-1 18320 100-Yr FEMA 11800.00 447.10 464.16 464.76 0.003082 8.00 2698.21 576.72 0.42 Reach-1 18320 500-Yr FEMA 15100.00 447.10 465.31 465.89 0.002833 8.18 337022 60383 0.41 Reach-1 18450 10-Yr FEMA 7500.00 447.50 463.02 463.62 0.002828 7.34 183732 538.02 0.39 Reach-1 18450 50-Yr FEMA 10500.00 447.50 464.10 464.74 0.002972 8.01 2441.18 574.10 0.41 Reach-1 18450 100-Yr FEMA 11800.00 447.50 464.52 465.17 0.003019 8.26 2683.35 590.73 0.41 Reach-1 18450 500-Yr FEMA 15100.00 447.50 465.64 466.28 0.002868 8.53 3372.69 63070 0.41 Reach-4- 18500 10-Yr FEMA 7500.00 447.60 462.80 45054 463.99 0.005536 8.93 1046.89 436.97 0.54 Reach-1 18500 50-Yr FEMA 10500.00 447.60 463.74 461.69 465.19 0.006397 10.29 1494.38 523.86 0.59 Reach-1 18500 100-Yr FEMA 11800.00 447.60 464.15 463.56 46563 0.006422 10.61 1716.19 563.68 0.60 Reach-1 18500 500-Yr FEMA 1510000 447.60 465.41 466.65 0.005196 1035 2472.56 625.37 0.55 Reach-1 18514 10-Yr FEMA 7500.00 448.68 463.42 464.15 0.001153 6.88 1090.67 143.86 0.44 Reach-1 18514 50-Yr FEMA 10500.00 448.68 464.09 465.31 0.001773 8.85 1189.06 148.07 065 Reach-1 18514 100-Yr FEMA 11800.00 448.68 464.19 465.69 0.002166 9.83 1203.19 148.66 060 Reach-1 18514 500-Yr FEMA 15100.00 448.68 465.09 467.08 0.002625 11.31 1339.46 154.27 0.67 Reach-1 18515 10-Yr FEMA 7500.00 448.68 463.39 464.18 0.001607 7.15 1049.45 138.69 0.45 Reach-1 18515 50-Yr FEMA 10500.00 448.68 464.04 465.36 0.002525 9.22 1141.24 142.76 0.57 Reach-1 18515 100-Yr FEMA 11800.00 448.68 464.12 465.76 0.003105 10.26 1152.79 143.26 0.63 Reach-1 18515 500-Yr FEMA 15100.00 448.68 465.00 467.17 0.003855 11.84 1280.29 14810 0.71 Reach-1 18540 Badge Reach-1 18565 10-Yr FEMA 7500.00 448.49 463.52 459.46 464.27 0.001485 096 107864 138.83 0.44 Reach-1 18565 50-Yr FEMA 10500.00 448.49 464.29 46068 465.51 0.002260 8.86 1187.40 143.52 0.54 Reach-l- 18565 - 100-Yr FEMA 11800.00 448.49 46447 461.43 465.95 0.002694 9.75 1213.65 144.63 0.59 Reach-1 18565 500-Yr FEMA 15100.00 448.49 465.53 462.69 467.43 0.003208 11.07 1369.63 151.06 0.64 Reach-1 18566 10-Yr FEMA 7500.00 448.49 463.51 464.29 0.000953 7.11 1115.67 143.76 0.41 React-1 18566 50-Yr FEMA 10500.00 448.49 464.26 465.55 0.001439 9.19 1224.41 148.30 0.51 Reach-1 18566 100-Yr FEMA 11800.00 448.49 464.42 466.00 0.001717 10.15 1249.50 149.33 0.56 Reach-1 :18566 500-Yr FEMA 15100.00 448.49 465.42 467.54 0.002044 11.79 1401.91 155.42 0.62 Reach-1 ` 18600 10-Yr FEMA 7500.00 447.40 464.12 464.46 0.001974 5.15 1985.19 494.68 0.32 Reach-1 18600 50-Yr FEMA 10500.00 447.40 465.51 465.88 0.001842 5.53 2707.58 538.64 0.32 Reach-1 18600 100-Yr FEMA 11800.00 447.40 466.04 466.42 0.001806 5.68 2995.71 553.59 0.32 Reach-i 18600 500-Yr FEMA 15100.00 447.40 467.79 468.13 0.001400 5.57 4002.78 598.04 0.29 Reach-1 18615 10-Yr FEMA 7500.00 447.40 464.15 46449 0.001934 5.11 2002.76 496.10 0.32 Reach-1 18615 50-Yr FEMA 10500.00 447.40 465.54 465.91 0.001813 5.50 2724.91 539.55 0.32 Reach-1 18615 100-Yr FEMA 11800.00 447.40 466.07 466.45 0.001779 5.65 3013.34 554.49 0.32 Reach-1 18615 500-Yr FEMA 1510000 447.40 467.81 468.15 0.001387 5.55 4017.37 598.63 0.29 Reach-1 18650 10-Yr FEMA 7500.00 447.50 463.61 459.92 465.27 0.006465 10.57 930.04 423.57 0.57 Reach-1 18650 50-Yr FEMA 10500.00 447.50 465.14 46488 466.52 0.005438 10.59 1762.98 608.63 0.53 Reach-1 18650 100-Yr FEMA 11800.00 447.50 465.77 466.94 0.004733 10.22 2153.78 629.91 0.50 Reach-1 18650 500-Yr FEMA 15100.00 447.50 467.71 468.39 0.002816 8.65 3468.87 743.69 0.40 Reach-1 19160 10-Yr FEMA 750000 449.00 466.34 466.77 0.001579 5.76 2175.75 561.83 030 Reach-1 19160 50-Yr FEMA 10500.00 449.00 467.45 467.98 0.001870 6.67 2812.40 584.06 0.33 Reach-1 19160 100-Yr FEMA 11800.00 449.00 467.77 468.36 0.002058 7.11 3000.84 590.47 0.35 each-I 19160 500-Yr FEMA 15100.00 449.00 468.81 46047 0.002214 7.77 3622.62 609.17 0.37 Reach-1 19550 10-Yr FEMA - 7500.00 450.20 466.94 466.35 467.98 0.006084 9.15 1472.55 545.79 0.55 ach-1.:. 19550 50-Yr FEMA 10500.00 450.20 468.22 469.16 0.005297 9.36 2226.45 621.60 062 p"„3ch-1 19550 100-Yr FEMA 11800.00 450.20 468.63 469.57 0.005236 9.56 2486.31 634.01 0.52 Reach 1 19550 500-Yr FEMA 15100.00 450.20 469.74 470.61 0.004713 9.71 3207.19 667.25 0.50 Reach-1 20000 10-Yr FEMA 7500.00 451.00 469.07 469.51 0.002375 6.78 2315.04 543.15 0.35 FIEC-RAS Plan:Pre-Project MP River.RIVER-1 Reach.Reach-1(Continued) Reach River Ste Profile I a Total Mitt Ch El W.S.Elev Crit W S E.G.Elev E.G.Slope :.Vet C1nl :How Area '.Top Width Fraude#'Cht Jt- ':(cfs) (ft) (ft) (ft) -(ft) (Mi) (ft!s) (sq R) (ft) Reach-1 20000 50-Yr FEMA 10500 00 451.00 470 14 470.66 0.0027021 7.68 2915.32 573.61 0.38 7 - (Reach-1 20000 100-Yr FEMA 11800.00 451.00 470.541 471.09 0.002817 8.00 3144.20 578.11 0.39 -Reach-1 20000 500-Yr FEMA 15100.00 45100 471.48 472.08 0.00303W 8.69 3692 44 588.76 0.41 I Reach-1 20540 10-Yr FEMA 7500.00 452.60 46957 470.31 0.001174 5.20 2357.11 439.53 0.26 £{each-1 20540 50-Yr FEMA 10500.00 452.60 471.14 471.59 0.001465 6.18 2881.81 458.01 0.30 Reach-1 20540 100-Yr FEMA 11800.00 452.60 471.57 472.06 0.001586 6.56 307925 464.75 0.31 ;each-1 20540 500-Yr FEMA 15100.00 45260 472.56 473.17 0.001858 7.44 3546.98 482.56 0.34 , ,Reach-1 20975 10-Yr FEMA 7500.00 454.00 470.53 470.72 0.000832 4.03 2759.94 403.98 0.22 0each-1 20975 50-Yr FEMA 10500.00 454.00 471.82 47210 0.001031 4.85 3311.05 447.97 0.25 R9ach-1 20975 100-Yr FEMA 11800.00 454.00 472.30 472.61 0.001104 5.16 3529.21 459.75 0.26 ji.eac11-1 20975 500-Yr FEMA 1510000 454.00 473.41 473.79 0.001257 5.83 4049.84 480.78 028 .,r5pach-1 21365 10-Yr FEMA 7500.00 455.00 470.37 466.73 471.77 0.005857 9.53 868.34 329.69 0.55 4teach-1 21365 50-Yr FEMA 10500.00 45500 471.61 468.74 473.37 0.006615 11.02 1308.00 379.30 0.60 e4ch-1 '21365 - : 100-Yr FEMA 11800.00 455.00 472.10 469.32 473.94 0.006727 11.46 1497.78 399.28 0.61 etch-1" 21365 500-Yr FEMA 15100.00 455.00 473.26 472.42 475.21 0.006691 12.22 1993.85 451.74 0.62 43¢ach-1 21690 10-Yr FEMA 7500.00 455.90 472.13 468.46 473.71 0.005830 10.26 909.08 254.67 0.55 2e 3ch-1 21690 ` 50-Yr FEMA 10500.00 455.90 473.57 471.61 475.49 0.006488 11.76 1349.24 358.72 0.59 400,6h-1 21690 100-Yr FEMA 11800.00 455.90 474.07 472.95 476.11 0.006694 12.27 153904 392.23 0.61 -1 21690 500-Yr FEMA 15100.00 455.90 475.20 474.69 477.37 0.006913 13.20 2002.38 426.14 0.62 10e00-1 22220 10-Yr FEMA 7500.00 457.30 474.72 475.63 0.002347 7.99 1284.64 279.25 0.40 ach 1 22220 50-YrFEMA 10500.00 457.30 476.51 477.55 0.002425 8.90 1822.51 317.92 0.42 E4ach-1 22220 100-Yr FEMA 11800.00 457.30 477.12 478.22 0.002489 9.27 2019.86 327.40 0.43 Reach-I 22220 500-Yr FEMA 15100.00 457.30 478.35 479.63 0.002758 10.29 2433.11 348.66 0.45 aw, [{e8ch-1 22600 ' 10-Yr FEMA 7500.00 458.60 475.54 472.01 477.07 0.004993 10.67 1053.68 272.71 0.54 ,Roach-1:. 22600 50-Yr FEMA 10500.00 458.60 477.43 478.88 0.004454 11.10 1636.31 340.49 0.52 :Regtch-1 22600 - 100-Yr FEMA 11800.00 458.60 478.09 479.53 0.004337 11.30 1869.74 363.50 0.52 {each-1: 22600 i 500-Yr FEMA 15100.00 458.60 479.49 48006 0.004275 11.92 2412.20 416.62 0.52 Reach-1 23170 - 10-Yr FEMA 7500.00 459.60 478.01 479.02 0.002420 8.34 1156.44 217.18 0.41 tj`each-1 23170 50-Yr FEMA 10500.00 459.60 479.55 480.89 0.002905 9.85 1522.65 258.02 0.46 Reach-1 '23170 100-Yr FEMA 11800.00 459.60 480.11 481.58 0.003092 10.42 1670.72 272.83 0.47 Reach-1 23170 500-Yr FEMA 15100.00 45950 481.43 483.16 0.003425 11.60 2054.40 308.09 0.50 Reach-1'1 .:23900 10-Yr FEMA 7500.00 463.00 480.09 480.52 0.001637 5.30 1544.21 312.29 0.33 .roach-1 23900 50-Yr FEMA 10500.00 463.00 481.95 48244 0.001489 5.80 2171.38 361.90 0.32 �ssash-1- 23900 100-Yr FEMA 11800.00 463.00 482.63 483.15 0.001450 5.98 2422.57 367.04 0.32 :�y. 1.1 23900 500-Yr FEMA 15100.00 463.00 484.20 484.77 0.001387 6.40 3003.93 376.16 0.32 40-1 24245 10-Yr FEMA 7500.00 464.30 480.73 481.18 0.001263 5.50 1574.61 234.99 0.30 ach-1 24245 50-Yr FEMA 10500.00 464.30 482.54 483.12 0.001362 6.36 2059.58 296.52 0.32 ffe",��ach-1 24245 100-Yr FEMA 11800.00 464.30 483.20 483.83 0.001398 6.67 2261.83 310.84 0.33 rr��t 1/each-1 24245 - 500-Yr FEMA 15100.00 464.30 484.72 485.47 0.001471 7.37 2759.26 345.64 0.34 each-1 - 24660 10-Yr FEMA 7500.00 465.70 481.58 482.28 0.002894 6.72 1133.02 150.30 0.40 fieach-1.' 24660 50-Yr FEMA 10500.00 465.70 483.38 484.29 0.002982 7.72 1495.18 273.28 0.42 Reach-1, 24660 100-Yr FEMA 11800.00 465.70 484.05 485.03 0.002995 8.05 1696.95 328.37 0.42 *65th-1 `24660 500-Yr FEMA 15100.00 465.70 485.60 486.68 0.002917 8.65 2277.95 424.79 0.42 afeach-1 °24887 10-Yr FEMA 7500.00 465.90 482.05 482.63 0.001867 6.14 1318.95 219.42 033 Reach-1 24887 50-Yr FEMA 10500.00 465.90 483.93 484.66 0.001998 7.06 1783.07 274.82 0.35 Reach-1 24887 100-Yr FEMA 11800.00 465.90 484.61 485.41 0.002055 7.41 1979.33 301.62 0.36 Reach-1 24887 -500-Yr FEMA 15100.00 465.90 486.12 48705 0.002168 8.17 2481.73 362.62 0.37 Reach-1 24930 10-Yr FEMA 7500.00 466.40 482.56 483.00 0.001537 5.99 1740.76 228.35 0.30 Reach-1: 24930 50-Yr FEMA 10500.00 466.40 484.51 485.06 0.001647 6.84 2215.41 260.15 0.32 (teach-l'. 24930 100-Yr FEMA 11800.00 466.40 485.22 485.82 0.001693 716 2405.34 274.36 0.33 }8each-1. 24930 500-Yr FEMA 15100.00 466.40 486.78 487.49 0.001820 7.94 2859.82 313.26 0.34 1g J Reach-1 :. 25020 10-Yr FEMA 7500.00 466.80 482.44 483.28 0.002451 7.54 1202.80 210.87 0.38 Reach-1 25020. 50-Yr FEMA 10500.00 466.80 484.35 485.37 0.002589 8.55 1643.13 248.03 0.40 {it:ach-1 25020. 100-Yr FEMA 11800.00 466.80 485.05 486.14 0.002636 8.92 1819.99 257.36 0.41 . ach-i 25020 !-500-Yr FEMA 15100.00 466.80 486.58 487.83 0.002794 9.81 2231.07 287.34 0.43 :F ach-1- 25085 10-Yr FEMA 7500.00 467.10 481.65 480.56 484.16 0.012640 12.73 59062 98.17 0.84 . eacM1- 25085 50-Yr FEMA 10500.00 467.10 483.37 482.91 486.35 0012362 13.96 82067 190.34 0.86 With-1 .25085.- 100-Yr FEMA 11800.00 467.10 48408 48407 487.10 0011397 14.18 985.10 247.30 084 2.00' '25085 500-Yr FEMA 15100.00 467.10 485.95 485.52 488.60 0.008413 13.82 1505.17 311.15 0.74 Reach . 1 a 25135 10-Yr FEMA 7500.00 467.00 483.26 484.67 0.005439 9.59 852.33 157.15 0.57 °,Reach-1 25135 50-Yr FEMA 10500.00 467.00 485.29 482.21 486.86 0.004962 10.35 1224.67 229.44 006 HEC-RAS Plan Pre-Project MP River.RIVER-1 Reach.Reach-1(Continued) Reach River Ste Profile Ct Total Min Ch El WS.Elev ,CAS W.S." E.G.Ekes E.G.I Slope Vet Chnt Flow Area Top Width Froude#Cht: (cis) '!(ft) i(ft) '°(ft) {ft) (Wit) (fits): (sq.ft) (61) Reach-1 25135 100-Yr FEMA 11800.00 467.00 485.95 483.11 487.59 0.004910 10.72 1406.05 321.36 0.56 Reach-1 25135 500-Yr FEMA 15100.00 467.00 487.09 484.73 489.00 0.005258 11.82 1795 261 355.35 0.59 I Reach-1 25185 10-Yr FEMA 7500.00 467.60 483.50_ 484.92 0.004715 10.73 1159.381 245.01 0.54 Reach-1 25185 50-Yr FEMA 10500.00 467.60 485.88- 487.10 0.003693 10.68 1819.79 308.83 0.49 Reach-1 25185 - 100-Yr FEMA 11800.00 467.60 486.63- 487.84 0.003571 10.86 2058.18 327.07 0.49 Reach-1 25185 500-Yr FEMA 15100.00 467.60 487.94- 489.27 0.003767 11.78 2507.88 358.55 0.51 Reach-1 25235 10-Yr FEMA 7500.00 467.90 484.34_ 485.14 0.002319 7.63 1380.94 265.17 0.40 Reach-1. 25235 50-Yr FEMA 10500.00 467.90 486.40_ 487.27 0.002185 8.28 1992.12 330.04 0.40 Reach-1 25235 100-Yr FEMA 11800.00 467.90 487.09 488.00 0.002205 8.59 2227.98 355.83 0.40 Reach-l 25235 - 500-Yr FEMA 15100.00 467.90 488.38 489.44 0.002401 9.51 2717.53 40042 013 Reach-1 25285 10-Yr FEMA 7500.00 467.40 483.10 481.78 485.96 0.009348 13.83 663.54 160.28 0.73 -:ach-1 25285 :50-Yr FEMA 10500.00 467.40 485.06 485.04 488.11 0.008830 14.97 1062.03 247.77 0.73 Re ac9-1 25285 :.. 100-Yr FEMA 11800.00 467.40 485.84 485.84 488.81 0.008333 15 1269.28 282.76 0.71 Reach-1 1.25285 : 500-Yr FEMA 15100.00 467.40 487.29 487.29 490.24 0.007967 15.79 1720.65 338.35 0.71 Reach-1 25335 10-Yr FEMA 7500.00 467.30 485.90 486.35 0.001457 5.48 1640.90 313.25 0.31 Reach 1 25335 50-Yr FEMA 10500.00 467.30 488.00 488.49 0.001310 5.92 2383.45 392.23 0.30 Reads-1 25335. 100-Yr FEMA 11800.00 467.30 488.66 489.18 0.001319 6.15 2647.30 410.04 0.31 Reach-1. 25335 500-Yr FEMA.. 15100.00 467.30 489.99 490.60 0.001406 6.79 321764 446.11 0.32 Reach-1:. 25385 10-Yr FEMA 7500.00 467.90 486.02 486.42 0.001474 5.27 1750.30 364.72 0.31 Reach-1: 25385 50-Yr FEMA 10500.00 467.90 488.14_ 488.56 0.001223 5.53 2631.33 460.97 0.29 Reach-1 25385 `100-Yr FEMA 11800.00 467.90 488.82 489.25 0.001200 5.70 2947.05 477.93 0.29 Reach-1 25385 500-Yr FEMA 15100.00 467.90 490.19 490.67 0.001227 6.20 3625.34 515.50 0.30 Reach-1.: 25470 10-Yr FEMA : 7500.00 468.00 486.11 478.61 486.54 0.001039 5.28 1603.86 272.02 0.27 Reach-1 25470 50-Yr FEMA 10500.00 468.00 488.19 480.40 488.70 0.001057 5.94 2452.36 547.58 0.28 Reach-1 25470 100-Yr FEMA 11800.00 468.00 488.86 481.06 489.39 0.001070 6.17 2834.60 598.25 0.29 Reach-1 25470 500-Yr FEMA 15100.00 468.00 490.23 482.43 490.82 0.001124 6.72 3732.52 72137 0.30 4'i Reach-1: 25485 Bridge Reach-1 25500 10-Yr FEMA 7500.00 468.70 487.59 477.26 487.87 0.000504 4.23 2202.35 479.97 0.20 Reach `25500 50-Yr FEMA 10500.00 468.70 489.30 478.90 489.65 0.000592 4.94 3200.21 672.01 0.22 Reach-1 25500 100-Yr FEMA 11800.00 468.70 489.79 479.53 490.17 0.000641 5.25 3547.27 717.02 0.23 Reach-l... 25500. 500-Yr FEMA 15100.00 468.70 490.77 481.02 491.24 0.000774 6.00 4276.34 772.40 0.25 INIIIM Reads-1 25585. 10-Yr FEMA 7500.00 468.90 487.58 487.98 0.000831 5.32 1826.59 274.75 0.25 Reach-1 25585 50-Yr FEMA 10500.00 468.90 489.25 489.81 0.001023 6.37 2353.76 361.49 0.29 Reach-1 -.25585 100-Yr FEMA 11800.00 468.90 489.73 490.37 0.001139 6.86 2535.92 395.85 0.30 Reach-1.: 25585 500-Yr FEMA 15100.00 468.90 490.65 491.52 0.001464 8.08 3045.06 617.86 0.35 Reach-1 25635 10-Yr FEMA 7500.00 468.80 487.27 488.21 0.002294 8.03 1212.58 236.22 0.40 Reach 1 25635 50-Yr FEMA 10500.00 468.80 488.91 490.06 0.002571 9.22 1794.33 411.47 0.43 ,Reach-1 25635 100-Yr FEMA 11800.00 468.80 489.39 490.63 0.002732 9.71 1997.16 430.74 0.45 Reach-l 25635 500-Yr FEMA 15100.00 468.80 490.27 491.82 0.003332 11.15 2392.46 482.69 0.50 Reach-1 25685 10-Yr FEMA 7500.00 469.10 487.80 488.34 0.001589 5.97 1403.48 309.94 0.33 Reach-1 25685 50-Yr FEMA 10500.00 469.10 489.57 490.21 0.001616 6.70 2086.50 419.78 0.34 (teach-1. 25685 100-Yr FEMA 11800.00 469.10 490.09 490.79 0.001699 7.07 2310.68 444.38 0.35 Reach-1 25685 . 500-Yr FEMA 15100.00 469.10 491.14 492.02 0.001970 8.03 2838.28 557.59 0.38 Reach-1 25725 10-Yr FEMA 7500.00 468.50 487.94 488.40 0.001233 5.71 1665.85 345.22 0.29 Reach-1 25725 50-Yr FEMA 10500.00 468.50 489.71_ 490.28 0.001335 6.51 2365.37 426.38 0.31 --ach-1 25725 100-Yr FEMA 11800.00 468.50 490.23 490.86 0.001453 6.96 2590.22 459.32 0.32 Reach-1 25725 500-Yr FEMA 15100.00 468.50 491.27 492.09 0.001782 8.08 3125.70 571.05 0.36 Reach-1 25785 10-Yr FEMA 7500.00 469.10 488.26 488.47 0.000550 4.40 2873.61 381.04 0.20 Reach-1 25785 50-Yr FEMA 10500.00 469.10 490.08 490.36 0.000650 5.17 3627.35 447.61 0.22 Reach-1 25785 100-Yr FEMA 11800.00 469.10 490.63 490.95 0.000722 5.57 3888.84 502.64 0.24 Reach-1 25785 500-Yr FEMA 15100.00 469.10 491.79 492.21 0.000881 6.43 4541.07 618.95 0.27 Reach-1 25820 10-Yr FEMA 7600.00 468.40 488.27 488.53 0.000847 5.44 2927.86 478.14 0.24 Reach-1. 25820 - 50-Yr FEMA 10600.00 468.40 490.12 490.41 0.000885 5.98 3899.21 564.60 0.25 Reach-1 25820 100-Yr FEMA 11900.00 468.40 490.70 491.00 0.000917 6.22 4233.47 580.54 0.26 Reach-1 25820 500-Yr FEMA 15100.00 468.40 491.95 492.27 0.000966 6.67 4962.93 585.00 0.27 each-1 26170 10-Yr FEMA 7600.00 470.20 488.40 489.05 0.002073 7.77 1790.33 306.40 0.36 'ach-1 26170 50-Yr FEMA 10601100 470.20 490.23 491196 0.002178 8.62 2473.21 404.85 0.38 1 26170 100-Yr FEMA 11900.00 470.20 490.82 491.57 0.002235 8.94 2714.60 421.68 0.38 ach-1 f 26170 500-Yr FEMA. 15100.00 470.20 492.06 492.87 0.002357 9.63 3257.60 450.00 0.40 -ach-1 26550 10-Yr FEMA 7600.00 471.10 489.13 489.88 0.002169 7.06 1223.03 205.13 0.39 HEC-RAS Plan:Pre-Project MP River:RIVER-1 Reach:Reach-1(Continued) Reach ,eFSlla „MP River.s ,g each.Re'MInC(o(Continued),, et= N'C[tFUNt,S , .76: oV"1'E;GSWpe' .�VelZ wd' `>Fkxv Area ':Fap;}HMdi' `-FoUde#Cfif :.OM Reach i€ '` 5O-)FE1I '.'. 10600.00 471.10 490.91 491.86 " 0002302 8.08 1657.83 283.73 0.41 f{eadY'f;7 w,ta; "(00„-�[ A .'; 11900.00 471.10 491.48 492.52 0.002416 8.53 1826.59 310.12 0.42 ReacEr-I 26$50",+:¢ 500-W FEMA'1! 1510000 471-10 492.68 493.94 0.002676 454 2232.61 366.70 0.45 Reag(}-1':: « 7Q 1(,i 7600.00 472.90 489.72 490.77 0.002755 8.36 1040.27 166.39 0.43 Re 2 �:* WO ', 10600.00 472.90 491.49 492.86 0.003080 9.73 1416.46 280.25 0.47 R� r-1„ „2§960 4{F MA'°,:�.' 11900.00 472.90 492.08 493.57 0.003219 1023 1596.08 326.49 0.48 R =°` 5 S.FEM. , 15100.00 472.90 493.38 495.06 0.003418 11.19 2082.03 421.55 0.51 also. ° +c , ,,., .s _, f°'" i c „..4,,„.,,,,,--„, p,1a $ 6700.00 473.00 489.99 491.52 0.005604 10.24 794.57 157.10 0.54 2 9400.00 473.00 491.88 489.46 493.61 0-005541 11.30 1197.43 271.49 0.55 If ; '"„Tx , 10500-00 473.00 492.56 494.28 0.005378 11.52 1397.58 320.75 0.55 *�§' 2 05D,`"�., „_„ aet 13400.00 473.00 494.03 495.69 0.005006 11.89 1947.44 429.18 0.54 Y a3-Mpq" 4 ;l „ R�Y,`'* 2T15f1 " �, 6700.00 473.90 492.21 493.04 0.002393 7.70 1263.44 391.40 0.39 ".' '«s 9400.00 473.90 494.29 494.91 0.001832 7.38 2329.01 539931.146496° 93.96 0.35 , 2 c' f'F :`�,ad, 10500.00 473.90 494.94 495.49 0.001651 7.22 2717.35 601.64 0.33 �3a„ 40�,,,�e� ��,k',, , , 13400.00 473.90 496.28 496.78 0.001468 7.22 3547.88 638.20 0.32 Rd -`f 27.5#4 �f, '± 6700.00 475.00 492.59 486.84 493.41 0.002980 7.27 921.34 103.71 0.43 „ `,,t} 275T4iq,,.,.,r Fa,.. 'Ai 9400.00 475.00 494.38 489.25 495.50 0.003354 8.47 1109.41 447.70 0-48 a ,d "y, $ r ' ' 10500.00 475.00 495.07 490.02 495.95 0.002780 7.96 1836.30 514.20 0.42 G. -"yu� a,„ +w a y : 13400.00 475.00 496.38 491.69 497.21 0.002582 8.11 2594.10 636.12 0.41 H.,"1", 7x' Bridge R 1 i F{F AA 6700.00 475.20 492.77 487.03 493.59 0.003007 7.29 918.67 103.67 0.43 a�,"^ � ,,?` 9400.00 475.20 494.62 489.43 495.73 0.003316 8.44 1113.69 451.59 0.46 R�a -`"Y,,„a3 4" - 7100' s:¢sy;.w 10500.00 475.20 495.27 490.20 496.16 0.002775 7.96 1838.82 514.68 0.42 � 7 '"^a r '+. ng 13400.00 475.20 496.74 491.89 497.52 0.002421 7.90 2694.25 653.12 0.40 g!�3' �: "X6 6700.00 475.50 492.65 493.88 0.003644 9.09 905.90 245.84 0.48 ' :+ y?7 EN�/c� 9400.00 475.50 494.89 495.89 0.002942 8.89 1742.69 578.75 0.44 „�, ..a 7624., O,OYi MA- 10500.00 475.50 495.29 496.36 0.003133 9.36 1974.42 586.85 0.45 R¢acli-'1 g.+2,',27:620"",;*''.50O'4 Mq..;„ 13400.00 475.50 496.86 497.64 0.002301 8.65 2914.94 607.14 0.40 119LOMR Plan: Pre-Project FEMA Multi-Profile 12/14/2012 RS=15160 15160 < .035 > 470 Legend • 1 WS 500-Yr FEMA 465 — - l _ —,_-- WS 100-Yr FEMA WS 50-Yr FEMA WS 10-Yr FEMA 460 t , ■ I Ground z. i Ineff o Bank Sta 455 -_ +- - — > 1_,._._.,. a) w i I 450- , I } 440 , 1 i 420 440 460 480 500 520 540 560 580 600 Station(ft) 119LOMR Plan: Pre-Project FEMA Multi-Profile 12/14/2012 RS=15113 15113 .02 r< -- .05 >< .05 470 A . . . I Legend ' ' i : :t: : : , ; , - ; : 4 . WS 500-Yr FEMA 465 :-"-._ --,.—. , t- WS 100-Yr FEMA A i s: WS 50-Yr FEMA j ._, WS 10-Yr FEMA 460- i Gr si ound _ -1 ,. , ; _ ; _ AMArF�/ci®OO e/'//l i/ , x Ineff ///f//f//f/f,////, • msm svrr C Bank Sta 455- {- .i- _ !- { ca „a) 450- _. + E " 445-- — -- -- t I 1- i -t. ;_ t-- - , 1 440 ) i i i i i 3.... i 1000 1100 1200 1300 1400 1500 Station(ft) 119LOMR Plan: Pre-Project FEMA Multi-Profile 12/14/2012 RS= 14820 14820 <—.07 >.a -- .07 --- - - > 470 0 ♦ Legend 5 WS 500-Yr FEMA 465 . • ; _ WS 100-Yr FEMA ••` ■ - ; j WS 50-Yr FEMA ' WS 10-Yr FEMA • 460 ■ Ground t • I • c O Bank Sta -.c. 455---- .....__ � , ----- { . — - - --+--i--�--... 450 445 { 440 i i : , I I : , , , 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: Pre-Project FEMA Multi-Profile 12/14/2012 RS=14495 14495 .07 - -1.< .05 > 470 0 7 Legend WS 500-Yr FEMA 465- WS 100-Yr FEMA �.. r _-- _, Y s WS 50-Yr FEMA • -Y - -�_.. WS 1 0 r FEMA 460- . ...... ;• Ground ' Bank Sta ___._. 1 455 a . :-_-- co 450 _.. ' i i 445 - — t 4' _ -- I- i - _._.. -- -+- -__ ---- ----- -- --- _ 440 i 1 i i i i i i 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Pre-Project FEMA Multi-Profile 12/14/2012 RS= 14170 14170 t .06 +.055( .06 ---> 470 ; , 1.- Legend 1 ...- _ WS 500-Yr FEMA , 465 �- WS 100-Yr FEMA - +....:. . • , .. WS 50-Yr FEMA 460- • __. __ WS 10-Yr FEMA F i. Ground _ I _ •, 455 - Ban Sta 0 . w 450 - f - + i ,-.. _ -. ( , I 445 (--+ a— --- i -.. I 440 ' _ �.. F 435 . j i i . , . i 1400 1600 1800 2000 2200 2400 Station(ft) 119LOMR Plan: Pre-Project FEMA Multi-Profile 12/14/2012 RS=13829 13829 .06 >?059< .06 460 . .. . Legend I WS 500-Yr FEMA _ WS 100-Yr FEMA 455 J_ 7 i....- . WS 50-Yr FEMA i r 1 WS 10-Yr FEMA • ! Ground•450- , ._ ,. ,_._U.. -_. • ••F i Bank Sta w 445 1.. :::* HH- 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Pre-Project FEMA Multi-Profile 12/14/2012 RS=13620 13620 .06 > < .06 456 5 Legend 5 WS 500-Yr FEMA_ ,. ! ,: : WS 100-Yr FEMA 452 , ;-- -at : .r . . x 1" WS 50-Yr FEMA WS 10-Yr FEMA 450 ; . . , i , . ■ Ground E I Bank Sta 448- o i , -7,- 6 a>i 446- { w it 444 1 . . 442-- —f- —i -- 4 , - 1 440- . i t Vi : i : : : i : , i 438 , , , : j : i I . s 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Pre-Project FEMA Multi-Profile 12/14/2012 RS=13339 13339 .06 .06 470 t- r. 1.5 1— , . Legend f. ( ... _ __, WS 500-Yr FEMA 465 : , . r WS 100-Yr FEMA . . . .....:. WS 50-Yr FEMA 460 I WS 10-Yr FEMA . .-.i Ground A 455 Ineff • o , . ' • . : Bank Sta co i cu 450 ` i , . / 4 _.. w 2, r_ - s --s- I i ' i 440 435 i i i , i , i ( , i , i , , , i ■ i 1000 1500 2000 2500 3000 3500 4000 Station(ft) 119LOMR Plan: Pre-Project FEMA Multi-Profile 12/14/2012 RS=12820 12820 .06 > . <—.06 470 0 Legend 5.. WS 500-Yr FEMA 465- E WS 100-Yr FEMA - }.. WS 50-Yr FEMA 460 E i WS 10-Yr FEMA ,- j . , ,- d .... ..... _ .._ _.. i 4 n.. .. ... I • 455 t- -—+_ _ -r Bank Sta o m - 1- i. d f w 450 --- - -- - -----'-- - ----f- — --- i- , . 445 -i--i- —4r I 3 , ... , .....E i _.. 4 i - . i l i 435 t I ( r 400 600 800 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: Pre-Project FEMA Multi-Profile 12/14/2012 RS=12402 12402 Ls 470 • .06 . �.06� ,__.__- Legend 6_.. n 1.... - Jr _. - �Y _......... ....... ... -_._..i .--.- ....... :- -- WS 500- r FEMA 465 I ,- , _ -- WS 100-Yr FEMA • WS 50-Yr FEMA 460 WS 10-Yr FEMA • Groun d 455 - Ineff I I • `o .I _ ` �,. _.. Bank Sta w m , w 450 7 ,, ,e»o 445 —� — -i i vor(fr. , :';-.7.---7177717.- : i t ti 440 I — t — 435 i I i i f i E i , 1000 1200 1400 1600 1800 2000 2200 2400 2600 Station(ft) 119LOMR Plan: Pre-Project FEMA Multi-Profile 12/14/2012 RS= 11588 11588 • < .06 ---- --� < .06 f 470 • 0 5 Legend WS 500-Yr FEMA 465 WS 100-Yr FEMA WS 50-Yr FEMA 460 WS 10-Yr FEMA . , Ground• , F 455 . _ w_t , _, Ineff o _ ` Ban Sta °u w z,z;074w./7*ArhyizAr.raw :..riisi,..„,i vusin 445 — } 440 _ ,_.._ { r ; j_ 435 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Pre-Project FEMA Multi-Profile 12/14/2012 RS=11453 11453 < .065 ><.05>(.04 .05 ->< .065 455 Legend 1 WS 500-Yr FEMA `__. ----___ WS 100-Yr FEMA 450– _.T.______. -_ _...___. WS 50-Yr FEMA >.. (._ .._.: WS 10-Yr FEMA • Ground i • x Bank Sta C . 445 m ..__ — -f > i w , 440 i 7 _. i 435 ! I , { 1000 1050 1100 1150 1200 1250 1300 1350 1400 Station(ft) W W W W -0 W W L1_ LL a C N ....>.- .}' , >. = } . O O in -O0 A .- ,.. .. ,.... 0998L .- dril 0448L 1 (w8L L0 \ 096L I- c,co A 009L L - N 0 09491. - o co -Cy- O£LSL .:. .' 0ill0li 4£Z9L a) \; £1.491. - o \ OZ84L 4 5644E OLlbl. ' 0 -o < \ 6Z9£L a x W 5 \ 0Z9EL - U LL m c 6£££l N , ti D a w OZ8ZI- c a Z04ZL 0 o C as a 98941 9LZ I.I- 06601, O 09901- - 00504 o 0 0 0096 s 0049 0 0009 00 co 009L; . OSZL 0 0 0 o r co v v o o v v v v (u)uo4enal3 REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX G Hydraulic Output- Existing (Pre-Project) Model (Floodway) HEC-RAS Plan:Pre-Project FW River:RIVER-1 Reach:Reath-1 Reach River Sta Profit° WS 99ev Prof Delte1NS.` G.Elev Top Wdal Ad 0Left ()Channel E1F5ght 600 St8::L Ch Ste`L. Ch Ste R Eno Ste R^'r (00 '(5) ., "4 (e) (0)' (da) ds) d3) '(t[); 5) (ft) (ft 7250 100-Y_ 436.90- 437 29 9700 00-- 1700.00 1993 00- : 1 7250 436.90 0 00 437 2911111111111= 9700 00 MIIIIII1M 1700 00 M 1993 00 MIIIMIIIMINIM 111. 111..11. 1111 MM. Reach-1 7500 100-Yr 437.20- 437 60�- 9700.00-- 1694.00 1993.00 EllReach-1 7500 ECM= 437.20 0.00=Mr 111181:- 9700.00- 1694.00 1694.00 1993.00 1993 00 9700 00 1694 CO 993 09 8000 100 Yr 437.84 438 19 258 8000 100-Yr FW 437.84 0.00 438.19 258.6- 9700.00- 1694.00 1694 00 1993.00 1993 00 Reach-1 8500 100-Yr 438.39 438.87 230.31 9700.00 1703 03 1993.00 l o4d5-1 5500 100-Yr FW 438.39 0.00 438.87 230.31 9700.00 1703.00 1703 00 1993.00 1993 00 RQedh-1 9500 100-Yr 440.07 440.62 239.48 9700.00 1720.00 7993.00 Reach-1:: 9500 : 100-Yr FW 440.07 0.00 440.62 239.48 9700.00 1720.00 1720.00 1993.00 1993.00 Reads-1 : 10500 100-Yr 441.96 442.44 243.22 9700.00 1720.00 1993.00 A': ..1.. : 10500 100-Yr FW 441.96 0.00 442.44 243.22 9700.00 1720.00 1720.00 1993.00 1993.00 1 10850 100-Yr 442.55 443.01 254.40 970000 1693.00 199300 7 10850 100-Yr FW 442.55 0.00 443.01 254.40 9700.00 1693.00 169300 199300 199300 Raedl-1 10935 100-Yr: 442.69 443.14 238.00 9700.00 1692.00 1993.00 • 1 10935 100-Yr FW - 442.69 0.00 443.14 238.00 9700.00 1731.00 1692.00 1993.00 196900 • 1 - 10936 100-Yr 44267 443.16 232.00 9700.00 1731.00 1969.00 •-1 :: 10936 100-Yt FW 442 67 0.00 443.16 232.00 9700.00 1731.00 1731.00 1969.00 1969.00 t' 10990 BRD 100-Yr 442.67 443.16 232.00 9700.00 1731.00 196900 1 :. 10990 BR 13 :100-Yr FW 442.67 0.00 443.16 232.00 9700.00 1731.00 1731 00 1969.00 1969.00 40961-1 10990 BR 100-Yr 442.88 443.38 231.46 9700.00 1731.00 1969.00 Read'-1 : 10990 96440 100-Yr FW 442.88 0.00 443.38 231.46 9700.00 1731.00 173100 1969.00 1969.00 Reece 1 11044 100-Yr 44288 443.38 231.47 9700.00 1731.00 1969.00 eauh-1 11044 100-Yr FW 442.88 0.00 443.38 231.47 9700.00 1731.00 1731.00 1969.00 7969.00 • 1 11045 100-Yr 442.93 443.40 237.58 1.62 9696.85 1.53 174200 1956 CO Ream-1 11045 100-YrFW 442.93 0.00 443.40 237.58 1.62 9696.85 1.53 1691.00 1742.00 1956.00 1978.00 Rea'dy-1 11070 103-Y - 442.96 443.44 218.64 9700.00 1690.00 197800 R6ed1-1 11070 000-Yr FW. 442.96 0.00 443.44 21763 9700.00 7715.00 1690.00 1978.00 1957.00 ((e5th-1 11275 100-Yr 443.38 44383 231.51 9699.46 0.54 1715.00 1957.00 Eitech-1 11275 100-Yr FW 443.38 000 443.83 223.97 9700.00 171500 171500 1957 00 1957.00 OIIMIIIIIIIIIIIIIIIMI 1. 1 - - ---- Reath-1 11276 100-Yr 443.36 443.85 230.72 9699.51 0.49 171500 1957.00 R¢'ed,-1 11276 100-Yr FW : 443.36 0.00 443.85 22358 9700.00 1715.00 1715.00 1957.00 1957 00 t]9pth-1 11296 100-Yr 443.42 443.90 232.28 9699.25 075 7715.00 1957.00 81111-1 11296 100-Y[FW 443.42 0.00 443.90 223.87 970000 1715.00 171500 1957.00 1957.00 1'{,aB -1 11297 100-Yr 443.05 444.07 22149■ 9700.00 0.00 1715.00 1958.00 :-1 11297 100-Yr FW 443.05 0.00 444.07 220.49 9700.00 1715.00 1715.00 1956.00 1959.00 • 1 11299 100-Yr 443.08 444.09 222.15 9699.99 0.01 1715.00 1958.00 Rded1-1 11299 100-Yr FW 443.08 0.00 444.09 220.62 9700.00 1715.00 1715.00 1958.00 1958.00 Reach-1 11300 100-13 444.03 445.95 244.76 9672.70 27.30 1715.00 1958.00 CZetatr-7 11300 100-Yr FW 443.99 -0.04 445.97 224.45 9700.00 1715.00 1775.00 1958.00 7958.00 Read1-1 11301 100-Yr 445.99 446.41 265.44 9700.00 1715.00 1985.00 Reach-1 :: 11301 100-Yr FW 446.00 0.02 446.44 238.65 9700.00 1715.00 1715.00 1985.00 1958.00 1 11313 100-Yr 446.02 446.43 265.76 9700.00 0.00 1775.00 1985.00 tt0ed1-1 11313 100-Yr FW 446.05 0.04 446.47 265.86 9700.00 1715.00 1715.00 1985.00 7985.00 eedl-1 11453 100-Yr 445 92 447 43 269.04 669.37 7626.09 1404.54 1094.00 1173.00 • 7 :'' 11453. -:100-Yr FW 445.96 0.04 447.45 270.16 676.84 7606.27 1416.89 7039.80 1094 00 1173.00 1310.00 Reach-1:..' 11588. 100-Yr 447.91 448.28 587.83 1093.37 4372.12 4234.51 1626.00 1698.00 Meath-1 . 11588. 100-Yr FW 447.91 0.00 448.28 581.46 1088.35 4343.49 4268.16 1310.00 1626.00 1698.00 1900.00 Reach-1 12402 100-Yr 449.19 449.30 1250.56 6830.47 2476.54 392.99 237900 2435.00 E(eed1-1 :- 12402 100-Yr FW 449.55 0.36 44983 837.33 5321.29 3727.83 650.88 1625.00 2379.00 2435.00 2478.00 Reach-1 12820 100-Yr 449.50 449.58 1171.01 7052.81 2525.16 122.03 1775.50 1856.00 Read1-1 12820 100-Yr FW 450.22 0.72 450.39 790.00 5871.34 3608.95 219.71 1090.00 1775.50 1856.00 1880.00 (Leath-1 13339 100-Yr 450.15 45057 1478.60 2469.96 3725.67 3504.37 2003.00 2056.00 Reath-1 13339 100-Yr FW 451.14 0.99 451.68 697.00 1941.78 4257.01 3501.21 160300 200300 2056.00 230000 i, Wed)-1 13620 100-Yr 451.62 451.88 1125.61 2131.37 4261.86 4606.78 1325.60 1402.70 1 `13620 100-Yr FAN : 452.57 0.95 452.86 665.00 596.64 4621.54 5781.82 1185.00 1325.60 1402.70 1850.00 �dfly„ a "': t 13829 700-Yr 452.10 452.96 898.76 2719.08 5530.44 2750.48 1493.00 1564.00 • Y ,:'-13829 100-Yr9W 452.88 0.78 453.80 480.00 2071.58 5924.57 3003.85 1270.00 1493.00 1564.00 1750.00 R,: Re>Sct1.1 14170 100-Yr 454.41 45472 653.33 2145.45 4438.26 4416.29 1782.00 1847.00 0 '? 14770 100-VrFW : 455.00 0.60 455.30 550.00 2422.39 4460.93 4116.68 1550.00 1782.00 1847.00 2100.00 HEC-RAS Plan_Pre-Project FW River PI YES-1 Reach:Reach-1(Contoured) Read Roar Sta 1 Profile W-S.E1ev Prof Detta WS E.G.EIev Top WdthAd 0Lef '112 Channel QRig14 ErrdStaL ,'CSStet Ch SteR EncStaR (0) ()t) H) ,.{tt) ..:(d8) .(9b) :(de) ...(ft) (5) (ft)- ''O) .'. Reach-1 14495 1100-Yr I 455.18 455.64 600.83 602.11 3863.68 6534.21 1227.00 1271.00 88e856-1 14495. 1100-Yr FW I 455 63 0.45 456.23 410.00 804.77 4327.66 5867.58 114900 1227.00 1271.00 1559.00 88e805-1 14020 1100-13 I 45667 457.03 763.39 57.45 462447 6318.08 1157.00 1228.00 88e856-1 14820 100-Yr FW I 457.22 0.55 457.57 512.33 78.48 4593.51 6328.01 113767 1157.00 122800 1650.00 88e856-1 15113 100-Yr 457 45 458.18 237 88 10709.82 290.18 1044.00 1178.00 Re8c4r-1 15113 100-YrFW 457.90 045 458.56 238.97 10573.51 426.49 1044.00 1044.00 1178.00 1300.00 Re8ch-1 15160 100-Yr 457 66 458.28 136.29 11000.00 426.00 580.10 Reach-1 15160 100-Yr FW 458.06 0.40 458.64 13799 11000.00 426.00 426.00 580.10 580.10 88e856-1 15235 BR 0. 100-Yr 457.66 458.35 13129 11000.00 426.00 580.10 Re8d)-1 15235 BR 0 100-Yr FW 458.06 0.40 458.71 13299 11000.00 426.00 426.00 580.10 580.10 Reach-1 15235 BR U 100-Yr 457.66 458.35 131.29 11000.00 426.00 580.10 Reach-1 15235 BRU 100-Yr FW 458.06 0.40 458.71 132 99 11000.00 426.00 426.00 580.10 580.10 Reatte1 15310 100-Yr 457.73 458.34 136.55 11000.00 426.00 580.10 Reach-1 15310 100-Yr.FW 458.12 0.39 45869 13822 11000.00 - 426.00 426.00 580.10 58010 Reach-1 15600 100-Yr 45770 458.61 129.00 11000.00 1321.00 145000 Re856-1 15600- 100-Yr FW 457.99 029 459.06 100D0 11000.00 1335.50 1321.00 1450.00 1435.50 Reach-1. 15605 BR D 100-Yr 457 70 458,74 123.00 11000.00 1321.00 1450.00 508d1-1 15605 BR I) 100-Yr FW 457.99 0.29 459.24 94.00 11000.00 1335.50 132100 1450.00 1435.50 •ea0**-1 15605 BR U 100-Yr 457.70 458.74 123.00 11000.00 132400 1450.00 888056-1 15805 BRU 100-YrFW 457.99 0.29 459.24 94.00 11000.00 1335.50 1321.00 1450.00 1435.50 Reach-1 15610 100-Yr 457.86 458.74 129.00 11000.00 1321.00 1450.00 88e856-1 : 15610 100-Yr FW 45820 0.34 459.24 100.00 11000.00 1335.50 1321.00 1450.00 1435.50 Reach-1. 15630 100-Yr 457.87 458.81 184.15 461.87 10124.98 413.15 111200 1210.00 ReedhI '.15630 100-Yr FW - 458.20 0.33 459.32 100.00 33.66 10932.68 33.66 1112.50 1115.00 1210.00 1212.50 88e956-1 15640 100-Yr 457.97 45884 179.80 382.66 10091.43 525.91 1102.00 1200.00 5e60h-1 ::15640 100-Yr FW 458.29 0.32 459.35 100.00 8.01 10983.97 8.03 1101.00 1102.00 1200.00 1201.00 5e90*1-1 15650 100-Yr 458.00 458.86 180.00 384.87 10086.89 528.24 1102.00 1200.00 Re80*1-1 15650 100-Yr FW 458.32 0.32 45937 100.00 8.01 10983.96 8.03 1101.00 1102.00 1200.00 1201.00 Re856-1. 15660 100-Yr 45728 458.99 157.94 324.87 9958.10 717.03 1089.00 1170.00 88e90*1-1 15660 100-Yr FW 458.23 044 459.45 115.00 321.19 10234.54 444.27 1072.00 1089.00 1170.00 1187.00 Re8ch-1 15680 100-Yr 458.30 459.10 176.94 11000 00 1052.00 1240.00 Re9u4-1 15680 100-Yr FW 458,86 0.56 459.56 180.58 11000.00 1052.00 1052.00 1240.00 1240.00 Reach-1 15730 700-Yr. 458.56 459.27 199.96 11000.00 1099.00 1307.00 Reach-1 ,15730 100-Yr FW 459.08 0.52 459.71 202.86 11000.00 1099.00 1099.00 130700 1470.00 Reach-1. 16480 100-Yr. 46043 460.68 741.24 1669.95 5745.13 3584.93 1634.00 172200 Reach-1:- 16480 100-Yr.FW. 460.75 0.32 461,02 638.00 1914.61 6018.73 3066.67 1390.00 1634.00 1722.00 2028.00 Re80t11 17600 1181-Yr 462.08 46291 731.75 2685.23 8157.77 956.99 1535.00 1610.00 88e80*1-1 17600 100-YrFW 462.39 0.31 463.20 615.00 2430.22 818927 118021 1255.00 1535,00 1610.00 1870.00 Reach-1 17980 100-Yr 463.50 463.73 640 61 265719 7896.48 1246.33 1400.00 1590.00 Reach-1 17980 100-Yr FW 463 73 0.22 464.08 367.00 1373.68 9432.78 993.54 1305.00 1400.00 1590.00 1672.00 999 h-1 18150 100-Yr. 463.63 464.03 581.95 5166.30 5729.77 903.94 1480.00 1550.00 Reach-1 18150 100-Yr FW 463.79 0.16 464.55 328.00 3432.29 7314.16 1053.55 1321.00 1480.00 1550.00 164900 each-1 _18210 100-Yr 463.75 464.16 570.82 5953.42 4825.65 1020.94 1490.00 1545.00 Rea95-1 18210 100-YrFW 463.91 0.15 464,82 31000 3926.30 6492.05 1381.65 1340.00 1490.00 1545.00 1650.00 88e00*9-1 18240 100-Yr 463.51 464.42 53266 3926.93 7118,00 755.07 1480.00 1553.00 Reach-1 18240 100-Yr FW 463.86 0.35 46505 335.00 2837.58 7991.41 971 00 1290.00 1480.00 1553.00 1625.00 Reach-1 18320 100-Yr 464.16 464.76 57672 4227.53 6420.93 1151.54 1510.00 1580.00 Reach-1 18320 100-Yr FW 464.55 0.39 465.44 339.09 2738.53 7569.93 1491.54 1340.00 1510.00 1580.00 1740.00 Reach-1 '18450 100-Yr 464.52 465.17 590.73 3777.69 6660.19 1362.13 1465.00 153000 Re9d)-1 18450 100-YrFW 465.32 0.80 46287 474.76 3598,50 6500.13 1701.37 1245.00 1465,00 1530.00 173500 R88cltil 18500 100-Yr 464.15 465.63 563.68 1095.23 9915.22 789.55 4930.00 5025.00 P60th-1 18500 100-Yr FW 465.09 064 466.19 350.00 1152.48 9500.67 1146.86 4800.00 4930.00 5025 5150.00 Reath-1 18514 100-Yr 464.19 465.69 148.66 128 11798.22 1513.00 1680.70 ReacM1 18514. 100-Yr.FW- 46506 0,87 466.28 151.11 11800.00 1390.00 1513.00 1680.70 1795.00 -9- B98ch-1 18515 100-Yr 464.12 465.76 143.26 162 11798.08 151300 1880.70 R 1-1 18515 100-Yr FW 46501 0.89 466.34 145.80 11800.00 1400.00 1513.00 1680.70 1790.00 ,gS.. �1 . 18540 SR13 100-Yr 464.12 465.76 143.26 1.92 11798.08 1513.00 1680.70 1 '-,, 18540 BR 0 100-Yr FW 465.01 0.89 466.34 145.80 11800.00 1400.00 1513.00 1680.70 1790.00 g 3h-1 18540 BR U' 100-Yr 464.47 465.95 14463 2.94 11797.06 1513.00 1679.65 '°"": 1 18540 BRU 100-Yr FW 465.23 0.76 466.47 146.25 11800.00 1410.00 1513.00 1679.65 1780.00 FIEC-RAS Plan.P P o1 ct FW River' RNER 1 Reach:Reach-1(Continued) Reach River Ste PrCftle WS.EIey Prof Deis WS -E.G.FJev Top:Wtllh Act DLeft OChannel QRrytd ' Eric 5101 CH Ste L Ctr Sta R: Erlc Sta R'; (ft):. (ft). (ft) (ft) (ds) (08) (8f8) (ft)'. (8).. (ft) tft) - Reeds-1 18565 -_-- 100-Yr 464 47, 465 95, 144.63 294 1179706 1513.00 1679.65 Reach-1 18565 100-Yr FW 46523r 076 466 47 146.25 11800.00 1410.00 1513.00 1679.65 178000 1 Reach-1 18566 100-Yr 464.421 466.00 149.33 89.18 11622.76 8806 154015 1651.30 Reach-1 18566 100-Yr FW 465 181 0.75 466.53 150 91 107 28 11585.03 107.70 1470.00 1540.15 1651.30 1720.00 Reach-1 18600 100-Yr 466 04 466 42 553.59 2652.17 8467 82 680 01 1350.00 1500.00 Reach-1 18600 100-Yr FW 466.23 0.19 466.82 265 00 1172 63 10007.95 619.42 1290.00 1350.00 1500 00 1555.00 Reach-1 18615 100-Yr 466.07 46645 554.49 2663.60 845024 686 08 1350.00 1500.00 Reath-1 18615 100-Yr FW 466.34 0.27 466.87 290.00 1407.42 9702.99 689.58 127500 1350.00 1500.00 1565.00 Reach-1 18650 100-Yr 465 77 466.94 629.91 259799 829792 904.10 1805.00 1868.00 Reach-1 18650 100-Yr FW 465.85 0.07 467.61 290.00 1291.17 9567.34 941.50 1690.00 1805.00 1868.00 1980.00 Reach-1 19160 100-Yr 467.77 468.36 590.47 2409.42 8667.42 72115 465.00 560.00 Road t-1 19160 100-Yr FW 468.57 0.80 469.28 315.00 1200.96 9612.28 986.76 33500 465.00 560.00 650.00 Fteadf-1 19550 100-Yr 468.63 469.57 634 01 867 65 7438.99 3493.36 310.00 385.00 Reads-1. 19550 100-Yr FW 469 43 0.80 470 47 357.50 1318.07 8092.17 238976 172.50 310.00 385.00 530.00 Reach-1 20000 100-Yr 470.54 471.09 578.11 246020 5918.54 3421.26 315.00 372.00 RAftch-1 20000 100-Yr FW 471.33 0.79 471.86 370.00 2538.40 6044.33 3217.26 158.50 31500 372.00 528.50 K, Reach-1 20540 104Yr 471.57 472.06 464.75 3346.82 840525 47.93 149700 1590.00 Reed1.1 20540 100-Yr FW 472.25 0.68 472 69 370 00 3424.00 8345.14 30.86 1225.00 1497.00 1590.00 1595.00 R86081-1 20975 100-Yr 472.30 472.61 459.75 3527.39 8258.39 14.23 450.00 582.00 {Y90011-1 1 20975 100-Yr FW 472 88 0.58 473.14 350.00 3811 63 798817 22500 450.00 582.00 575.00 {)e,,ad1-1 21365 100-Yr 472.10 473.94 399.28 1098.70 10632.37 68.93 370.00 455.00 `7'iead1-1 21365 100-Yr FW 472.56 047 474.33 250.00 102176 10778.24 205.00 370.00 455.00 455.00 ,,,,it ach-1 21690 100-Yr 474 07 476.11 392.23 366.45 10193.76 1239.79 1190.00 1255.00 R88dt-1. 21690 100-Yr FW 474.33 0.26 47647 200.00 462.78 10505.72 83150 1122.50 1190.00 1255.00 1322.50 Reed�1 22220 100-Yr 477.12 478.22 327 40 624.56 9555.34 1620.10 76.00 146.00 Ree01-1 22220 100-Yr FW 477 39 0.27 478.65 180.00 590.13 1011585 1094.02 32.00 76 00 146.00 212.00 R`iedl-1 : 22600 100-Yr 47809 479.53 363.50 3047.09 8288.00 464.91 1397.00 1447.00 Ra6k5-1 22600 100-Yr FW 478.41 0.32 480.02 200.00 2964.05 8719.41 116.54 1260.00 1397.00 1447.00 1460.00 Reath-1 23170 100-Yr 480.11 481.58 272.83 288.46 10212.99 1298.56 108.00 173.00 Reach-1 23170 . 100-Yr FW 480.60 0.50 481.99 180 00 350.18 10219.29 1230.53 66.00 108.00 17300 246.00 -- Reads-1 23900 100-Yr 482 63 483.15 367.04 883.11 10912 45 444 1215.00 1385.00 Reath-1 23900 100-Yr FW 482.93 0.30 483.41_ 348.89 981.22 10813.19 559 104100 121500 1385.00 1391.00 06h-1 24245 100-Yr 483.20 483.83 310.84 402.76 10744.37 652.87 146.00 271.00 Reach-i 24245 100-Yr FW 483.42 0.22 484.06 220.00 444.15 10908.43 447.43 79.00 14600 271.00 299.00 treeette1 24660 100-Yr 48405 48503 328.37 162.47 1145289 184.54 190.00 315.00 y„8-d5=1 24660 100-Yr FW 484.26 0.21 485.25 195.52 189.70 11610.30 114.00 190.00 315.00 314.00 R'e 6ch-1 24887 : 100-Yr 484.61 485 41 301.62 98.59 1102457 676.84 98.00 208.00 kA"ed1.1 24887 100-yr6W 604.82 0.21 48562 207.69 105.89 11131.53 562.57 65.00 98.00 209.00 275.00 Reach-1 24930 100-Yr 485.22 485.82 274.36 336276 8347.18 90.06 131200 1390.00 e,O8LIF1 24930 100-Yr FW 485.45 0.23 486.01 230.00 3494.31 8233.81 71.88 1170.00 1312.00 1390.00 1400.00 z . yeaCh-1 25020 100-Yr 485.05 486.14 25716 1110.45 10272.22 417.32 184.00 263.00 Reach-1 25020 100-Yr FW 485.23 0.18 486.34 180.00 1067.57 1042369 308.74 100.00 184.00 263.00 280.00 1r Re5d1.1 25085 100-Yr 484 08 487.10 24710 262.78 11405 79 131 44 1537.00 1627.00 1 25085 100-Yr FW 484.05 -0.04 487.41 90.00 11800.00 1537.00 1537.00 1627.00 1627.00 1; 25135 100-Yr 485.95 48759 321.36 939.18 10794.60 66.22 1534.00 1623.00 mach-1 25135 100-Yr FW 48579 -0.16 487.99 89.00 11800.00 1534.00 1534.00 1623.00 1623.00 Read)-1 25185 100-Yr 486 63 487.84 327.07 1540.03 7418 76 2841.21 112000 1164 20 )t[' -1 25185 100-Yr FW 486.88 0.25 488.31 174.00 1137.44 7889.85 2772.71 1085.00 1120.00 1164.20 1259.00 fi ' RBedt-1 25235 100-Yr 487 09 488 00 355.83 476.12 9207.78 2116.10 1079.30 1155.00 Reich-1 25235 100-Yr 6W 48242 0.33 408.49 155.45 9824.89 1975.11 1079.30 1079.30 1155.00 1234.75 .A peih-1 25285 100-Yr 485.84 488.81 282.76 25.11 979175 1983.14 1046.30 1092.90 r({6ich-1. 25285 - 100-Yr FW 486.19 0.35 48931 130.08 31.43 10096.49 1672.08 96960 1046.30 1092.90 1169.60 it0¢dt-1 25335 100-Yr 488.66 489.18 410.04 31.04 10268.77 150020 1017.00 1150.00 R eett-1 25335 100-Yr FW 489.05 039 489.69 177.80 39.43 1127142 487.15 983.50 1017.00 1150.00 1183.50 555 2P,'. Ra9cn-1 25385 1 100-Yr 488.82 489.25 477.93 107.45 9993.74 1698.81 1019.50 1168.30 pG1r1 25385 100-Yr F W 489.20 0.39 489.77 200.41 127.44 11187.84 50472 983.00 1019.50 1168.30 1204.00 t.!. 25470 100-Yr 488.86 489.39 598.25 528.43 10607.30 664.27 1352.00 1472.00 tc4tet�" 1.1 25470 100-Yr FW 489.32 0.47 489.87 232.00 390.10 10906.24 503.66 1317.00 1352.00 1472.00 1549.00 pa d+ 1,06011-1 1111 25485 BR D 100-Yr 489.35 490.17 522.36 1415.59 7572.19 2811.39 1352.00 1472.00 1.;..' 25485 RR.D 100-VrFW 489.53 0.19 490.83 232.00 145.34 9319.84 2321.87 1317.00 1352.00 1472.00 1549.00 a;'. I 1 I HEC-RAS Plan Pre Project FW River:RIVER-1 Reach'Reads-1(Continued) Rea431,,,,' a .Rner¢10i, , ., ,'Ero WS:EId?t= ‘H'a(°eita WS' EG..EJev' Top Wd#1ACt. CI Let °Channel °Right Enc SI9L Ch Ste I. Ch SfaR Eno StaR.:.: 01).s 'A'at) a;, at)'' (th) -,Gus) ° (E) (6) (8) (8) (n) t p�FZEIMEI 700. .,.I�--��. 764581 281146- 132000 144009- RBedb3 L^.ai:IA1.0 400,W FW Mr311Nomin 49 99 Emsari1) -' 9405 52 2321 94 1M 32000 _1440 00 ------ 0eadl-t 4 " 00- 111=211=111111=1•111=111111=711111•11:8 1038369 96848- 132000 1440.00- Ree494 25504 490.69 0.89 491.10 232.00 1869 0973 40 807,91 1320.00 1440.00 154900 Reath-S .: . °• -� 340 29 130000 1395 00_ 6 4 40U;d-F{ 11111■11:1' 230.00 M111:1311111EMEliniEliIIMIEI 1300 00 _ k�������� �IIII■ t u. 489.39 490.63 430.74 1151.96 9890.80 757.25 130100 1370.00 p ' 480.40 1.00 491.44 220.00 1319.93 9741.61 738.46 1225 50 1301.00 1370.00 144550 X46 490,09 490.79 444.38 447.30 10664.24 688 46 1245.00 1366.00 7 4 256e5 S g t Y'(W s 490.90 0.81 491.57 22000 524.19 10921.28 354.53 1195.50 124500 136600 1415.50 ,xF "€ k `$ a; ,4'• - 57 .,5'g,, 4 Y(^-erg-.a 490.23 490.86 45932 1401.81 980}9�Dy4� 589.15 1285.00 1383 00 '1$i r" Y15 ���,�iCIIIII�� 128500 INEMIDIMISEM -1 :----------- o- �®r � ®i 1225.00 4 4 h --- --=111MIN-IMIIIII- •'4* Y„ste 490.70- �� -�! �_ ®' 'E 35000®' MINSEE1y ---------_- -IIIMMEEIII, ®.1 .IIMIEfEO®i- 1045.00 1090.00- MIIIIIMmumffrzEnimmilirIMINEE11111EIZEE1 103900 104500 1090.00 ----------- affemem,---- mmisamocraammosismegM1111101131111•EE:1111•7=1DMIIIIMI11•11■ 104000 1140.00- llIESZCamminmicanimmom®1"., mamm 1037 00 104000 1140.00 8q&;,..tt. &w^ r, --_-------- .:.a n c MIEZEMINIIMassmain 110.00 MME12:1=1113111 1750.00 ----------- - IIMESTE- 1023.00 1078.00- 493.00=11111113111 •11111111MIZIIM 1 9047.03=MD 000.00 1023 00 1078 00 EINEM ------_--_- r .hk I 6908 07 - - e �� %KI 1992.00 2000.00 ----------_ 6, 4474474, 4 495.07 495.95 514.20 1080.56 9419.45 1950.00 2078.00 g n 0.60 496 47 377.86 1047 12 9452.88_ 1615.00 1950.00 207800 2078 00 Tiwty $0Y 5:231- IIIMZEI -- 1950 00 2078.00- tf 5^27654 ,624,2' a. ,:=MI 010 MSZOMIIIIEMEEI 466.85 -' ©1■11111=11313:3 2078.00 2078.00 47 IIIMMIIIIIMINEMINMINIM�M� �� {_5i 2 9RU tW-Xf 495.07 496.52 103.48 10500.00 1950.00 2078.00 <t. , [II 4 ..,¢" 495.67 060 496.55 344.68 9130.71 1610.00 1950.00 2078.00 207800 2.R-q. . sxd.Y" # 1' 495.27_ 496.16 51498 1084.09 9415 91 1950.00 2078.00 i'4,42 V. 495.81 954 496.63 380.34 1049.98 9450.02_ 1610.00 1950.00 2078.00 2078.00 7.r° ro,"'l ,A4;FW 495.75 046 49986 427.04 204546 8454.54 156496 1926.00 199200 1992.00 119LOMR Plan: Pre-Project FEMA Floodway 12/14/2012 RS=15160 15160 r — .035 > 470 , „ , . ' Legend • WS 100-Yr FW 465 _ WS 100-Yr • Ground A j._ .. . . + ..... � Ineff ' _ B an k Sta t a 460 �_ i I. i c { 455— t 1 4 +- + ._. .t...... _..V °' } w , 1 450 !- I --- f __ F I 445- ' , TI_. ._. . 1 --440 1 r ■ , 420 440 460 480 500 520 540 560 580 600 Station(ft) 119LOMR Plan: Pre-Project FEMA Floodway 12/14/2012 RS=15113 15113 E.02 sa .05 )< .05 470 Legend 5 A WS 100-YrFW 465 -- WS 10 0 Yr � ■ Groun d Ineff i 460 : ; : : ', : -'' ; i ; , ; . i Bank Sta .. Encroachment e d/ m o 455 ;..- , .- - - ± ; ■ —+- } --,- m } - 450- . _ c a , 445 _ - 440 i ' ' i i F , 1 1000 1100 1200 1300 1400 1500 Station(ft) 119LOMR Plan: Pre-Project FEMA Floodway 12/14/2012 RS=14820 14820 a .07---a .07 1 470 0, A , Legend 5 i = _ - ; ; WS 100-Yr FW Y 465 WS 100' r Ground ineff• 460 Ban Sta ' Encroachment 455 450- \j, ' 445 i t- 440 : , i i i , , i i i i l . i , , , , 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: Pre-Project FEMA Floodway 12/14/2012 RS=14495 14495 a .07 >.j< .05 470 0 ; ' Legend 7 i _ i WS 100-Yr FW 465 _. .- N... 1-----4.- ! 100-Yr i. i „ Ground . + • ,_.- _ -. Bank Sta 460 t : _ Encroachment•o 455 -..-- 1 , ---- • - ., _-* — i 4 co d w 450- f ' t 445 f-- t 440 i i i i I . r 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Pre-Project FEMA Floodway 12/14/2012 RS=14170 14170 a .06 - a(.05 -:( .06 470 Legend • ■. WS 100-Yr FW 465 , ` WS 100-Yr 7 • +. . ; _ : _ _. _ _ � } 1 .. Ground 460 - r Bank Sta Encroachment 455 �- � C E 15 , , i W :- -_ _ — ' 450 --, 445 - 1--- -- --- - - -- -+--;-- +-- 440 - _ 435 . i ( , , . I ; 1400 1600 1800 2000 2200 2400 Station(ft) 119LOMR Plan: Pre-Project FEMA Floodway 12/14/2012 RS=13829 13829 .06 > 055.< .06 460 Legend } WS 100-Yr RN ( , ! 1 WS 100-Yr r : • 4 Encroachment * - C o , i w 445 } ...,. 440 } i - - -, - *- } I i f L i 435 i . , i j , 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Pre-Project FEMA Floodway 12/14/2012 RS=13620 13620 < .06 — ?055-( .06 456 — Legend 454 __.._._ WS 100-Yr FW WS 100-Yr . : `..� 452 . . . - . . ._ _ _ . 1 i ; t___ Ground • Bank Sta 450 Encroachment -_ 448 *--- -— -- +- 0 CO 446 w . 444 i 442— 1 440 438 , 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Pre-Project FEMA Floodway 12/14/2012 RS=13339 13339 .06 .06 a 470 0 1 4 -1 r : 1 15 -,-._... , } Legend 1 WS 100 Y FW 1 r 465- 1 WS 100-Yr r f Ground { _ i 460- 1 ; Ineff 1 i t4 : _ • ( 1 , ,.. ,i . Bank Sta 455 Encroachment . ,- . L f- , . i_. i - - ' i W 450— 4/Y�'�r • , 445— - ! - .4- � -f - 440 � ___ • : . at 435 i i i i ; ; 1 , i r , 1 1 i i t i . 1000 1500 2000 2500 3000 3500 4000 Station(ft) 119LOMR Plan: Pre-Project FEMA Floodway 12/14/2012 RS=12820 12820 �-- .06 )1 <-.06 470 0 Legend 5 ._. 5 WS 100-Yr FW 465 WS 100-Yr ■ .. _._t_.. ._. !- Ground r • 460 f I f Bank Sta ._-- : . , Encroachment ; 455 . j- s i . o i w 450- -; — -* - - l l 445- - - -+- + I + I- f , 440 — i (- 435 , i i I I ■ i ■ , i 400 600 800 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: Pre-Project FEMA Floodway 12/14/2012 RS=12402 12402 < .06 E(.06>1 470 ... -_.- - ;- . -_.- - ._. . . ....__._. Legend ! i -I WS 100-Yr FW 465- 1. , ■ j_ t }_- WS 100-Yr .._.... ' I- -i._ ■ Ground , E ■ a. 460 , I. , , i , i i I_ Bank Sta f.. 455 Encroachment __-_ __.._ -. i- _._-.._. ...� c - - I _ 0 t i.- 450 t - 7.- w py�.n. - 445 - TT• , 440 I rt I- t 435 i { , I i f ■ i I i 1000 1200 1400 1600 1800 2000 2200 2400 2600 Station(ft) 119LOMR Plan: Pre-Project FEMA Floodway 12/14/2012 RS=11588 11588 < .06 - > . < .06--- > 470 0 . r 5 - ; Legend -_ :_ WS 100-Yr FW 465 ` . WS Y 100 r r ... .. .. _:. '_,. , _. Ground A 460 ineff Bank Sta c 455 - - : -._. L , Encroachment ai u 450 :- , .f i 445- : + - :II :- F - -{- -I -t- t--- ; y : 440 t , f ' i 435 : : ; , : , , : : : , i : { , . i :I i i , 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Pre-Project FEMA Floodway 12/14/2012 RS=11453 11453 < .065 )-<.05><.04>1<-.054 .065 > 455 j Legend ` WS 100-Yr FW WS 100 Yr • i Ground 450- . -- . — -i- flo Bank Sta 1 _--._ Encroachment . j o 445 a) Li.' j__. i ( I. t 440- .- f _._-.. 3 . _.._-. } _ i----- 435 i 1 I 1000 1050 1100 1150 1200 1250 1300 1350 1400 Station(ft) II } c >-- o �c re BOO O 1 J ‘- w CD 1 co q 09991 1 0S179 I. • 01.Z81 ; o0 \ 086/1 om 009/1 081791 0 °m -ct O£LS1__ N [ ,rah SEZ91 £1491 > OZ9t71 m 961114 D p OLltl o L- _o Q 6Z8£1.• r* F W u OZ9E1 '. 0 c 6£EE1- n' ti o a) W OZ8Z1 2 a. > L m a . - ZOVZ1 O c CT_ 88911 SLZ11 Ct t rz,.....,.,aA,z"4 Yet , 06601 ! 09801 - o : 00901 - <- O O O 0096 OOSS!i . .... _.__ .__. ._ _. .,,._ ,y O co , OUOgr 009L'{ . , . : OS._._ ZL i O N.. m N V co N V V 7 V V V (j)uogena13 REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX H Hydraulic Output—Revised (Post Project) Model (Multi-Profile) HEC-RAS Plan.Post-Project MP River:RIVER-1 Reach.Reach-1 ' Reach River Sta I Profile Q'7ota1 -Min Ch El W',S-Elev Cie W.S,.,, 'E G ev E:6 Slope Vet Ova ',Prow Area Top Width FroOde#Chi ■ ..(cts) ' '(0) '(8),'. ''.(ft) '' m..(gj' '(815) (Rls) .:(sq ft) (ft) ' Reach-1 7250 110-Yr FEMA 590090 423 52 434.71 43041 434.98 0.001200 4.20 1403.53 235.21 0.30 Reach-1 7250 50-Yr FEMA 860000 423.52 436.31 431.42 436.67 0901201 4.81 1788.11 244.46 0.31 Reach-1 7250 100-Yr FEMA 9700.00 423.52 436.90 431.78 437.29 0.001201 5.02 1932.99 247.86 932 Reach-1 7250 500-Yr FEMA 12700.00 423.52 438.37 432.69 438.84 0.001201 5.51 2304.58 256.37 0.32 Reach-1 7500 10-Yr FEMA 5900.00 423.67 434.98 435.25 0.000982 4.17 1415.23 206.13 0.28 Reach-1 7500 50-Yr FEMA 8600.00 423.67 436.59 436.96 0.001128 4.89 1757.73 223.23 031 Read,-1 7500 - 100-Yr FEMA 9700.00 42367 437.20 437.60 0.001267 5.10 190920 247.45 0.32 Reach-1 7500 500-Yr FEMA 12700.00 423.67 438.68 439.16 0.001288 5.56 2284.83 264.82 0.33 Reach-1 8000 10-Yr FEMA 5900.00 424.02 435.47 435.72 0.000877 4.01 1471.19 208.78 0.27 Reach-1 8000 50-Yr FEMA 8600.00 42402 437.19 437.52 0.001091 4.64 1853.00 24995 0.30 Reach-1 8000 100-Yr FEMA 9700.00 424.02 437.84 438.19 0.001097 4.80 2019.37 258.66 0.30 Read,-1 8000 500-Yr FEMA 12700.00 424.02 439.32 439.75 0.001090 5.27 2409.63 266.95 0.31 1WWegch-1 8500 10-Yr FEMA 5900.00 425.06 435.95 436.30 0.001430 4.73 1246.17 198.63 0.33 Reach-1 8500 50-Yr FEMA 8600.00 425.06 437.73 438.17 9001413 5.33 1612.29 212.77 0.34 8500 100-Yr FEMA 9700.00 425.06 438.39 438.87 0.001498 5.52 1757.45 230.31 0.35 8500 500-Yr FEMA 12700.00 425.06. 439.89 440.44 0.001580 5.95 2133.43 259.94 0.37 9500 10-Yr FEMA 5900.00 426.97 437.64 438.10 0.002247 5.47 1078.07 193.71 0.41 9500 50-Yr FEMA 8600.00 426.97 439.41 439.94 0.002195 5.84 1471.54 235.73 0.41 ▪ 9500 100-Yr FEMA 9700.00 426.97 440.07 440.62 0.002031 5.95 162966 239.48 0.40 9500 500-Yr FEMA' 12700.00 426.97 441.55 442.18 0.001878 6.38 1989.51 247.82 0.40 AO`ech-1 10500 10-Yr FEMA 5900.00 428.78 439.72 440.08 0.001743 4.82 1224.58 220.96 0.36 10500 50-Yr FEMA... 8600.00 428.78 441.40 441.84 0.001641 5.32 1616.45 239.97 0.36 10500 100-Yr FEMA 9700.00 428.78 441.96 442.44 0.001621 5.53 1753.87 243.22 0.36 • 10500 j500-Yr FEMA; 12700.00 428.78 443.35 443.92 0.001603 6.06 2096.63 251.14 0.37 Reach-1:' 10850 - 10-Yr FEMA : 5900.00 429.40 440.30 440.64 0.001463 4.70 1255.65 206.05 0.34 Reach-1 = 10850 50-Yr FEMA 8600.00 429.40 441.98 442.41 0.001607 5.22 1647.31 247.98 0.36 ',Reach-1 10850 100-Yr FEMA 9700.00 429.40 442.55 443.01 0.001605 5.42 1789.92 254.40 0.36 Reach-1' 10850... 500-Yr FEMA 12700.00 429.40 443.95 444.49 0.001603 5.89 2156.33 270.20 0.37 Reach-1 10935 10-Yr FEMA 5900.00 429.60 440.44 436.65 440.77 0.001503 4.65 1269.75 216.48 0.34 Reach-1 10935` 50-Yr FEMA 8600.00 429.60 442.13 437.65 442.54 0.001483 5.16 1665.28 238.00 0.34 Reach-1 10935. 100-Yr FEMA 9700.00 429.60 442.69 438.03 443.14 0.001468 5.39 1798.78 238.00 0.35 Reach-1 r 10935 500-Yr FEMA 12700.00 429.60 444.07 438.95 444.62 0.001458 5.97 2128.04 238.00 0.35 Re -1 10936 10-Yr FEMA 5900.00 429.60 440.43 440.79 0.001938 4.83 1220.99 210.49 0.35 -1 10936 50-Yr FEMA 8600.00 429.60 442.11 442.56 0.001936 5.35 1606.48 232.00 0.36 -1 10936 100-Yr FEMA 9700.00 429.60 442.67 443.16 0.001932 5.59 1736.36 232.00 0.36 kb" -1 10936 500-Yr FEMA 12700.00 42960 444.05 444.64 0.001960 6.18 2056.64 232.00 0.37 14ath-1 10990 Bridge Reach-1 11044 10-Yr FEMA 5900.00 429.80 440.63 436.82 440.99 0.001682 4.76 123646 193.18 0.33 `Meech-1 11044 50-Yr FEMA 8600.00 429.80 442.30 437.85 442.77 0.001811 5.47 1572.01 206.22 0.35 meach-1 11044 : 100-Yr FEMA 9700.00 429.80 442.88 438.23 443.38 0.002069 5.72 1694.80 231.47 0.37 Reach-1 11044 500-Yr FEMA 12700.00 429.80 444.26 439.16 444.87 0.002077 6.30 2015.49 232.00 938 Reach-1 : 11045 10-Yr FEMA 5900.00 429.80 440.67 436.77 441.00 0.001286 4.57 1292.28 200.98 0.32 Refech-1 11045 50-Yr FEMA 8600.00 42960 442.36 437.76 442.78 0.001339 5.24 1642.05 216.24 0.33 peach-1 11045 100-Yr FEMA 9700.00 429.80 442.93 438.14 443.40 0.001339 5.50 1772.44 237.58 0.34 (R8'ach-1 11045 500-Yr FEMA 12700.00 429.80 4.44.30 439.07 444.89 0.001365 6.15 209864 238.00 0.35 Reach-1 11070 10-Yr FEMA 5900.00 42960 440.70 441.04 0.001388 4.68 1261.37 200.42 0.33 (each-1 11070 50-Yr FEMA 8600.00 429.80 442.38 442.83 0.001428 5.34 1610.42 214.01 0.34 ach-1. 11070 100-Yr FEMA 9700.00 429.80 442.96 443.44 0.001460 5.59 1734.45 218.64 0.35 Reach-1 11070 500-Yr FEMA 12700.00 429.80 444.34 444.92 0.001772 6.13 2072.63 264.81 0.39 kiach-1 ` 11275 10-Yr FEMA 5900.00 430.31 441.09 441.41 0.002469 4.55 1296.16 205.24 0.32 each-1 11275 : 50-Yr FEMA 8600.00 430.31 442.79 443.21 0.002539 5.18 1658.67 220.44 0.33 Ryeach-1 11275 100-Yr FEMA 9700.00 430.31 443.38 443.83 0002566 5.42 1790.04 231.51 0.34 ;Eceach-1 11275 500-Yr FEMA' 12700.00 430.31 444.81 445.36 0.002604 5.99 214980 252.51 0.35 '-ft ath-1 11276 10-Yr FEMA 5900.00 433.00 441.07 441.42 0.002859 4.77 1237.22 204.85 0.34 $ch-1 11276 50-Yr FEMA 8600.00 433.00 442.77 443.22 0.002846 5.38 1598.96 219.98 935 1 11276 100-Yr FEMA 9700.00 433.00 443.36 443.85 0.002854 5.61 1729.86 230.72 936 *4'0-1 11276 500-Yr.FEMA 12700.00 433.00 44479 445.38 0.002848 6.17 2079.54 252.01 0.36 reMichrl , 11296' 10-Yr FEMA 5900.00 433.00 441.13 441.48 0.002770 4.72 1250.34 205.41 0.34 i 11296 50-Yr FEMA 8600.00 43300 442.84 443.28 0902774 5.33 1612.95 22955 0.35 Oach-1 , 11296 100-Yr FEMA 9700.00 433.00 443.42 443.90 0.002781 5.57 1744.66 232.28 0.35 1 " 11296 500-Yr FEMA 12700.00 433.00 444.85 445.43 0.002783 6.12 2096.09 252.47 0.36 HEC-RAS Plan.Post-Project MP River'.RIVER-1 Reach:Reach-1(Continued) Reach River Sta I Profile Q Total Min Oh El W.S.Elev ch yrs:: EG.oav .E.G.Slope WI Clint €iow Area Joavirwu,,: Frouoe#(Cdl (cr.) (8) (ft) (fl) ° (ft) . >(1)m) (ms) -' (ea e)- tti.'.':"(I)) Reach-1 11297 10-Yr FEMA 5900.00 435.00 440.53 440.19 441.75 0.022450 8.86 666.00 200.82 0.86 Reach-1 11297 50-Yr FEMA 8600.00 435.00 442.44 443.46 0.011019 8.08 1064.27 215.88 0.64 Reach-1 11297 100-Yr FEMA 9700.00 435.00 443.05 444.07 0.009757 8.11 1196.64 221.48 0.61 Reach-1 11297 500-Yr FEMA 12700.00 435.00 444.52 445.58 0.007701 8.30 1546.20 249.24 0.56 Reach-1 11299 10-Yr FEMA 5900.00 435.00 440.68 441.79 0.019585 8.48 695.45 201.97 0.81 Reach-1 11299 50-Yr FEMA 8600.00 435.00 442.48 443.48 0.010782 8.02 1071.76 216.15 0.64 Reach-1 11299 100-Yr FEMA 9700.00 435.00 443.08 444.09 0.009603 8.07 1202.70 222.15 0.61 Reach-1 11299 500-Yr FEMA 12700.00 435.00 444.54 445.60 0.007633 8.28 1550.82 249.40 0.56 Reach-1 11300 10-Yr FEMA 5900.00 435.00 442.88 442.88 444.32 0.034303 9.63 612.87 218.93 1.01 (Reach-1 11300 50-Yr FEMA 8600.00 435.00 443.73 443.73 445.52 0.030699 10.74 805.12 237.77 1.00 Reach-1 11300 . 100-Yr FEMA 9700.00 435.00 444.03 444.03 445.95 0.029921 11.15 878.27 244.76 1.00 Reach-1 11300 ` 500-Yr FEMA 12700.00 435.00 444.83 444.83 447.05 0.027385 11.98 1078.03 251.70 0.98 Reach-1 11301 10-Yr FEMA 5900.00 435.00 444.43 444.68 0.001378 4.02 1467.00 240.91 0.29 Reach-1 11301 50-Yr FEMA - 8600.00 435.00 445.57 445.94 0.001809 4.91 1751.87 258.85 0.33 Reach-1 11301 . 100-Yr FEMA-- 9700.00 435-00 445.99 446.41 0.001953 5.21 1861.50 265.44 0.35 Reach-1. 11301 500-Yr FEMA 12700.00 435.00 447.00 447.55 0.002187 5.96 2133.51 274.13 0.37 Reach-1 11313 10-Yr FEMA 5900.00 435.00 44445 444.70 0.001366 4.01 1471.69 241.22 0.29 Reach-1 11313 50-Yr FEMA-.. 8600.00 435.00 445.60 445.97 0.001790 4.89 1758.40 259.25 0.33 Reach-1 11313 100-Yr FEMA =. 9700.00 435.00 446.02 446.43 0.001930 5.19 1868.83 265.76 0.34 Reach-1 11313 500-Yr FEMA 12700.00 435.00 447.03 447.57 0.002158 5.93 2142.26 275.12 0.37 Reach-1 11453 10-Yr FEMA 5900.00 435.07 444.40 445.42 0.005465 8.72 877.79 212.73 0.57 Reach-1 11453 50-Yr FEMA 8600.00 435.07 445.51 446.90 0.006457 10.41 1136.84 253.82 0.63 Reach-1 11453 100-Yr FEMA 9700.00 435.07 445.92 447.43 0.006696 10.95 1244.39 269.04 0.65 Reach-1. 11453 500-Yr FEMA :. 12700.00 435.07 446.91 448.68 0.007139 12.13 1525.20 297.49 0.68 Reach-1 11588 ' 10-Yr FEMA 5900.00 435.14 445.77 442.69 445.97 0.001215 3.91 1815.99 367.62 0.23 Reach-1 11588 50-Yr FEMA 8600.00 435.14 447.31 443.49 447.55 0.001154 4.25 2394.17 383.93 0.23 Reach-1 :11588 100-Yr FEMA 9700.00 435.14 447.85 443.77 448.11 0.001146 4.39 2604.57 389.70 0.24 Reach-1 11588 500-Yr FEMA 12700.00 435.14 449.12 444.43 449.43 0.001167 4.77 3108.09 403.17 0.24 Reach-1 12402 10-Yr FEMA 5900.00 435.72 446.50 442.31 446.60 0.000869 3.08 2407.59 650.89 0.19 Reach-1 12402 50-Yr FEMA 8600.00 435.72 448.02 442.94 448.13 0.000800 3.31 3338.30 699.65 0.19 Reach-1 12402 100-Yr FEMA 9700.00 435.72 448.57 443.16 448.68 0.000780 3.40 3680.51 717.11 0.19 Reach-1 12402 500-Yr FEMA 12700.00 435.72 449.87 44377 450.00 0.000754 3.62 4529.35 794.02 0.19 'Reath__ 1 12820 10-Yr FEMA 5900.00 436-00 446.78 443.46 446.92 0.001362 3.44 2030.26 689.70 0.23 Reach-1 12820 50-Yr FEMA 8600.00 436.00 448.27 444.16 448.43 0.001249 3.76 2730.79 742.02 0.23 Heath-1 12820 100-Yr FEMA 9700.00 436.00 448.80 444.39 448.97 0.001226 3.89 3002.56 772.20 0.23 Reach-1 12820 500-YrFEMA 12700.00 436.00 450.09 444.98 450.28 0.001174 4.17 3698.94 826.11 0.23 Reach-1 13339 10-Yr FEMA 5900.00 437.15 447.65 445.76 448.07 0.004677 6.18 1216.26 538.16 0.42 Reach-1 13339 50-Yr FEMA 8600.00 437.15 449.04 446.65 449.43 0.003692 6.17 2119.84 1159.98 0.39 Reach-1 13339 100-Yr FEMA 9700.00 437.15 449.56 446.98 449.88 0.003024 5.82 2619.00 1379.21 0.35 Reach-1 13339 500-Yr FEMA 12700.00 437.15 450.78 447.81 451.00 0.002025 5.21 3906.09 2178.21 0.29 Reach-I 13620 z 10-Yr FEMA 6900.00 438.00 449.53 449.33 450.35 0.007010 8.46 1341.24 651.46 0.54 Reach-1 13620'_ 50-Yr FEMA 9700.00 438.00 450.58 449.93 451.16 0.005270 7.91 2318.84 1089.46 0.48 Reach-1 `-13620 100-Yr FEMA 11000.00 438.00 450.88 450.00 451.42 0.004987 7.87 2643.66 1093.40 0.47 Reach-1. : 13620 500-Yr FEMA 14200.00 438.00 451.71 452.13 0.003868 7.36 3554.61 1104.36 0.42 Reads-1 13829 10-Yr FEMA. 6900.00 438.50 451.11 449.96 451.96 0.008528 8.94 1314.90 687.13 0.59 Reach-1 13829 50-Yr FEMA 9700-00 438.50 451.80 451.56 452.64 0.009029 9.56 1838.53 840.03 0.61 Reach-1 13829 100-Yr FEMA 11000.00 438.50 452.03 451.76 452.95 0.009957 10.17 2034.44 906.10 0.64 Reach-1 13829 500-Yr FEMA 14200.00 438.50 452.58 452.37 453.44 0.009243 10.26 254259 914.17 0.63 Reach-1 14170. 10-Yr FEMA'- 6900.00 439.80 453.25 453.50 0.001895 5.22 2248.67 638.95 0.29 Reach-1 14170 '.50-Yr FEMA 9700.00 439.80 454.05 454.35 0.002159 5.86 2763.08 648.91 0.31 .-ach-1 14170 100-Yr FEMA.. 11000.00 439.80 454.42 454.73 0.002197 6.05 3006.06 653.56 0.32 ',Reach-1 14170 500-Yr FEMA-' 14200.00 439.80 454.99 455.38 0.002624 6.83 3380.39 660.66 0.35 Reach-1 14495 10-Yr FEMA 6900.00 440.30 453.94 454.42 0.004909 7.06 1551.63 571.57 0.38 Reach-1 '.` 14495 50-Yr FEMA 9700.00 440.30 454.82 455.27 0.004568 7.17 2057.92 592.21 0.37 Reach-1 14495 100-Yr FEMA 11000.00 440.30 455.19 455.65 0.004406 7.19 2280.82 601.07 0.36 'teach-1' 14495 500-Yr FEMA 14200.00 440.30 455.87 456.39 0.004544 7.57 2698.12 617.31 0.37 Reach-1 1 14820 10-Yr FEMA 6900.00 440.80 455.51 454.26 455.83 0.003998 5.79 2022.16 679.29 0.34 1 14820 50-Yr FEMA 9700.00 440.80 1 456.32 454.85 456.67 0.004256 6.34 2596.11 737.11 0.36 14820 100-Yr FEMA 11000.00 440.80 456.67 455.08 457.03 0.004310 % 6.53 2854.23 763.49 0.36 1 14820 1 500-Yr FEMA 14200.00 440.80 457.42 455.57 457.81 0.004426 6.95 3449.26 821.07 0.37 HEC-RAS Plan.Post-Project MP Rover_RIVER-1 Reach.Reach-1(Continued) Reach River Ste Profile I Q Total Min:Ch El W .Elev Cr1t W.S. E.G.Elev E.G.Slope Vet Chat Flow Area Tap Width 'Flaude#Chi: l (cis) (ft) (ft) :(ft) (ft) "(Wft) (8(s) ((5Q ft) "(ft) ''; Reach-1 15113 10-Yr FEMA 1+ 6900.00 440.00 456 14 446.95 456.52 0.001089 4.94 1409.72 362.40 0.25 Reach 1 15113 50-Yr FEMA 9700.001 440.001 457.07 448.59 457.69 0.001674 6.35 1629.51 368.14 0.31 Reach-1 15113 100-Yr FEMA 11000.00 440.001 457.45 449.29 458.18 0.001937 6.93 1719.73 370.49 0.33 Reach-1 500-Yr FEMA I 14200 00 440.00 458.26 450.83 459.27 0.002577 8.23 1913.56 375.49 0.39 Reach-1 15160 10-Yr FEMA 1 6900.00 440.00 456.28 446.74 456.58 0.000425 4.42 1561.78 130.41 0.22 Reach-1 15160 50-Yr FEMA 9700.00 440.00 45727 448.31 457.78 0.000670 5.73 1693.49 134.62 0.28 Reach-1 15160 100-Yr FEMA 11000.00 440.00 457.67 448.95 458.28 0.000791 6.30 1747.10 136.30 0.31 Reach-1 15160 500-Yr FEMA 14200.00 440.00 458.49 450.43 459.39 0.001107 7.63 1860.34 139.77 0.37 Reach-1 15235 Britlge----_-___ Reach-1 15310 10-Yr FEMA 6900.00 440.00 456.30 446.74 456.60 0.000423 4.41 1564.83 130.51 0.22 Reach-1 15310 50-Yr FEMA 9700.00 440.00 457.32 448.31 457.82 0.000663 5.71 1699.78 134.82 0.28 Reach-1 15310 100-Yr FEMA 11000.00 440.00 457.73 448.95 458.34 0.000780 6.27 1755.41 136.56 0.31 Reach-1 15310 500-Yr FEMA 14200.00 440.00 458.59 450.43 459.48 0.001082 7.57 1875.29 140.22 0.36 Reach-1 15600 10-Yr FEMA 6900.00 441.60 456.28 449.85 456.75 0.001743 5.49 1257.22 128.64 0.31 Reach-1 15600 50-Yr FEMA 9700.00 441.60 457.29 451.36 458.05 0.002536 6.99 1387.48 129.00 0.38 Reath-1 15600 100-Yr FEMA 11000.00 441.60 457.70 451.98 458.61 0.002905 7.64 1439.81 129.00 0.40 Reach-1 15600 500-Yr FEMA 14200.00 441.60 458.55 453.40 459.86 0.003850 9.16 1549.84 129.00 0.47 Reach-l. 15605 Bodge Reach-1 15610 10-Yr FEMA 6900.00 441.60 456.35 449.85 456.81 0.001711 5.45 1265.29 128.83 0.31 Reath-1 15610 50-Yr FEMA 9700.00 441.60 457.42 451.36 458.16 0.002448 6.91 1403.31 129.00 0.37 Reach-1 15610 100-Yr FEMA 11000.00 441.60 457.86 451.98 458.74 0.002780 7.53 1460.24 129.00 0.39 Reach-1 15610 . 500-Yr FEMA 14200.00 441.60 460.86 453.40 461.77 0.002240 7.69 1847.01 129.00 0.36 Reach-i 15630 10-Yr FEMA 6900.00 441.70 456.34 456.86 0.001547 5.91 1323.14 174.22 0.30 Reach-1 15630 50-Yr FEMA 9700.00 441.70 457.42. 458.22 0.002178 7.43 1514.96 181.24 0.37 Reach-1 15630 100-Yr FEMA 11000.00 441.70 457.87 458.81 0.002450 8.07 1597.12 184.16 0.39 Reach-1. 15630- ''500-Yr FEMA 14200.00 441.70 460.95 461.82 0.001811 7.98 2195.23 206.68 0.35 Reach-1- 15640 -10-Yr FEMA 6900.00 441.70 456.40 456.88 0.001409 5.67 1375.32 168.03 0.29 Reach-1 15640. 50-Yr FEMA 9700.00 441.70 457.51 458.25 0.001983 7.15 1565.96 176.34 0.35 Reach-1 15640 100-Yr FEMA 11000.00 441.70 457.97 458.84 0.002231 7.76 1648.20 179.80 0.38 Reach 1 15640 500-Yr FEMA 14200.00 441.70 461.00- 461.84 0.001703 7.78 2225.31 203.73 0.34 Reach 1 15650 10-Yr FEMA 6900.00 441.70 456.42 456.89 0.001402 5.66 1377.96 168.15 0.29 Re6ch-1.' 15650 50-Yr FEMA 9700.00 441.70 457.53 458.27 0.001970 7.13 1570.05 176.51 0.35 Reach-1: -15650 ': 100-Yr FEMA 11000.00 441.70 458.00 458.86 0.002215 7.74 1652.99 180.00 0.37 Reach-1 15650 - 500-Yr FEMA. 14200.00 441.70 461.02 461.86 0.001695 7.76 2229.31 203.94 0.34 Reach-1 15660 10-Yr FEMA 6900.00 441.70 456.31 456.96 0.001947 6.67 1188.68 147.27 0.34 Reach-1 15660 50-Yr FEMA 9700.00 441.70 457.36 458.38 0.002794 8.46 1346.34 154.83 0.41 Reach-1 15660 100-Yr FEMA 11000.00 441.70 457.79 458.99 0.003171 9.21 1413.46 157.94 0.44 Reach-1 15660 500-Yr FEMA 14200.00 441.70 460.83 461.97 0.002397 9.18 1930.02 183.81 0.40 Reach-l. 15680 10-Yr FEMA 6900.00 441.73 456.53 457.02 0.002538 5.60 1231.55 165.47 0.36 Reach-1 15680 50-Yr FEMA 9700.00 441.73 457.77 458.47 0.003171 6.73 1440.75 173.49 0.41 Reach-1 : 15680 100-Yr FEMA 11000.00 441.73 458.30 459.10 0.003399 7.17 1533.89 176.95 0.43 Reach-1--, 15680 500-Yr FEMA 14200.00 441.73 461.35 462.06 0.002163 6.76 2106.59 200.41 0.36 Reach-1 15730 10-Yr FEMA 6900.00 441.75 456.69 457.16 0.002804 5.47 1262.34 189.48 0.37 Reach-i- 15730 50-Yr FEMA 9700.00 441.75 458.00 458.64 0.003178 6.40 1514.96 196.80 0.41 Reach-1 15730 100-Yr FEMA 11000.00 441.75 458.56 459.27 0.003295 6.76 1626.77 199.96 0.42 Reach-1 15730 500-Yr FEMA 14200.00 441.75 461.55 462.17 0.001985 6.33 2256.06 225.36 0.34 Reach-1 16480 10-Yr FEMA 6900.00 442.70 458.36 458.67 0.001518 5.28 2344.48 710.71 0.29 Reach-1 16480 50-Yr FEMA 9700.00 442.70 459.82 460.08 0.001257 5.24 3411.02 739.41 027 Reach-1 16480 100-Yr FEMA 11000.00 442.70 460.43 460.68 0.001167 5.22 3866.04 741.24 0.26 Reach-1 16480 500-Yr FEMA 14200.00 442.70 462.85 463.01 0.000667 4.44 5668.45 748.43 020 Reach-1 17600 10-Yr FEMA 7500.00 445.00 460.43 455.86 461.38 0.003596 8.26 1392.94 645.74 0.44 Reach-1 17600 50-Yr FEMA 10500.00 445.00 461.59 462.49 0.003507 8.73 2196.23 730.26 0.44 Reach-1. 17600 100-Yr FEMA 11800.00 445.00 462.08 462.91 0.003288 8.68 2557.25 731.75 0.43 Reach-1' 17600 500-Yr FEMA 15100.00 445.00 463.81 464.34 0.002108 7.58 3832.02 737.01 0.35 (each-1 17980 10-Yr FEMA - 7500.00 446.10 461.99 462.15 0.000986 3.66 2857.96 606.72 0.23 Mach-1 17980 50-Yr FEMA 10500.00 446.10 463.10 463.30 0.001083 4.19 3547.66 631.58 0.25 acti-1 17980 100-Yr.FEMA 11800.00 446.10 463.50 463.73 0.001130 4.41 3804.69 640.61 0.25 `ach-1 17980 500-Yr FEMA 15100.00 446.10 464.75. 464.99 0.001079 4.68 4620.21 664.18 0.25 e4ch-1 18150 10-Yr FEMA 7500.00 446.60 462.09 462.42 0.001798 5.82 2301.42 547.09 0.31 t ch-1 ': 18150 50-Yr FEMA 10500.00 446.60 463.22 463.59 0.001929 6.45 2935.24 572.65 0.33 HEC-RAS Plan.Post-Project MP River.RIVER-1 Reach:Reach-1(Continued) Reach River Ste Profile Q:Total Mm Ch El W.S.Elev Grit W.S. E.G.Elev E.G.Slope Vel Chnl` Flow Area Top Width c e,Froode#Cht;': (cfs) (ft) :.'.(ft) (it) (6) (WO) (Ns) (sq ft) (6) Reach-1 18150 100-Yr FEMA 11800.00 446.60 463.63 464.03 0.0019941 6.71 3173.11 581.95 0.34 Reach-1 18150 500-Yr FEMA 15100.00 446.60 464.88 465.27 0.0018721' 3915.46 607.95 0.33 Reach-1 18210 10-Yr FEMA 7500.00 446.80 462.19 46255 0 002356 6.44 2174.41 530.84 0.35 Reach-1 18210 50-Yr FEMA 10500.00 446.80 463.33 463.73 0.002427 7.00 2799.95 560.14 0.36 Reach-1 18210 100-Yr FEMA 11800.00 446.80 463.75 464.16 0.002479 7.24 3036.29 570.82 0.37 Reach-1 18210 500-Yr FEMA 15100.00 44680 464.99 465.40 0.002279 7.41 3764.14 600.53 0.36 Reach-1- 18240 10-Yr FEMA 7500.00 446.90 461.84 461.41 46286 0005907 9.15 1355.61 481.74 0.55 Reach-1 18240 50-Yr FEMA 10500.00 446.90 463.08 463.99 0.005105 9.30 1975.54 518.71 0.52 Reach-1 18240 100-Yr FEMA 11800.00 446.90 463.51 464.42 0.004983 9.46 2204.21 532.66 0.52 Ready-1- 18240 500-Yr FEMA 15100.00 446.90 464.83 465.60 0.004030 9.22 2930.20 570.67 0.48 Reach-1.: 18320 10-Yr FEMA 7500.00 447.10 462.67 463.23 0.002993 7.19 1865.50 540.35 0.40 Roach-16: 18320 '. 50-Yr FEMA 10500.00 447.10 463.74 464.33 0.003062 7.78 2461.86 566.75 0.41 Reach-1 18320 ' 100-Yr FEMA 11800.00 447.10 464.16 464.76 0.003082 8.00 2698.21 576.72 0.42 Reach-1 18320 500-Yr FEMA 15100.00 447.10 465.31 465.89 0.002833 818 3379.28 603.83 0.41 Reach-1 18450 10-Yr FEMA 7500.00 447.50 463.02 463.62 0.002828 7.34 1837.32 538.02 0.39 Reach-1 18450 50-Yr FEMA 10500.00 447.50 464.10 464.74 0.002972 8.01 2441.18 574.10 0.41 Reach-1- 18450 100-Yr FEMA 11800.00 447.50 464.52 465.17 0.003019 8.26 2683.35 590.73 0.41 Read,-1 18450 t 500-Yr FEMA 15100.00 447.50 465.64 466.28 0.002868 8.53 3372.73 635.70 0.41 RRach-1 18500 10-Yr FEMA 7500.00 447.60 462.80 459.54 463.99 0.005536 8.93 1046.89 436.97 0.54 Reach-1 18500 - 50-Yr FEMA 10500.00 447.60 463.74 463.05 465.19 0.006397 10.29 1494.38 523.86 0.59 'Reach-1,' 18500 :: 100-Yr FEMA 11800.00 447.60 464.15 463.56 465.63 0.006422_ 10.61 1716.19 563.68 0.60 Reach-1.. 18500 500-Yr FEMA 15100.00 447.60 465.41 466.65 0.005196 10.34 2472.62 625.38 0.55 Reach-1 18514 10-Yr FEMA 7500.00 448.68 463.42 464.15 0.001153 6.88 1090.67 143.86 0.44 Reach-1 18514 50-Yr FEMA 10500.00 448.68 464.09 465.31 0.001773 8.85 1189.06 148.07 0.55 Reach-1 18514 100-Yr FEMA:... 11800.00 448.68 464.19 465.69 0.002166 9.83 1203.19 148.66 0.60 Reach-1 18514 : 500-Yr FEMA 15100.00 448.68 465.09 467.08 0.002625 11.31 1339.48 154.27 0.67 Reach-1 ' 18515 '. 10-Yr FEMA 7500.00 448.68 463.39 464.18 0.001607 7.15 1049.45 138.69 0.45 Reach-1 18515 50-Yr FEMA 10500.00 448.68 464.04 465.36 0.002525 9.22 1141.24 142.76 0.57 Reacts-1 18515: :100-Yr FEMA 11800.00 448.68r 464.12 465.76 0.003105 10.26 1152.79 143.26 0.63 Reach-1 18515. 500-Yr FEMA 15100.00 448.68 465.00 _467.17_ 0.003855 11.84 1280.31 148.70 0.71 Reach-1 18540 Bridge -_ - -- -- Reach-1 18565 10-Yr FEMA 7500.00 448.49 463.52 459.46 464.27 0.001485 6.96 1078.84 138.83 0.44 Reach-1 : 18565 50-Yr FEMA 10500.00 448.49 464.29 460.89 465.51 0.002260 8.86 1187.40 143.52 0.54 Reach-1 18565; 100-Yr FEMA 11800.00 448.49 46447 461.43 465.95 0.002694 9.75 1213.65 14483 0.59 Reach-1 18565.'.: 1500.-Yr FEMA: 15100.00 448.49 465.53 462.71 467.43 0.003208 11.07 1369.65 151.06 0.64 ii Reach-1 18566 10-Yr FEMA 7500.00 448.49 463.51 464.29 0.000953 7.11 1115.67 143.76 0.41 Read1-1 18566 50-Yr FEMA 10500.00 448.49 464.26 465.55 0.001439 9.19 1224.41 148.30 0.51 Reach-1 18566 100-Yr FEMA' 11800.00 448.49 464.42 466.00 0.001717 10.15 1249.50 149.33 0.56 Reach-1 18566 500-Yr FEMA 15100.00 448.49 465.43 467.54 0.002044 11.79 1401.93 155.43 062 Reach-1 - 18600 10-Yr FEMA 7500.00 447.40 464.12 464.46 0.001974 5.15 1985.19 494.68 0.32 Reach-1 18600 50-Yr FEMA 10500.00 447.40 465.51 465.88 0.001842 5.53 2707.58 538.64 0.32 Reach-1 18600 100-Yr FEMA 11800.00 447.40 466.04 466.42 0.001806 5.68 2995.71 553.59 0.32 Reach-1 : 18600. 500-Yr FEMA 15100.00 447.40 467.79 468.13 0.001400 5.57 4002.86 598.04 029 Reach-1 18615 ` 10-Yr FEMA 7500.00 447.40 464.15 464.49 0001934 5.11 2002.76 496.10 0.32 Reach-1. 18615 50-Yr FEMA. 10500.00 447.40 465.54 465.91 0.001813 5.50 2724.91 539.55 0.32 Reach-1 18615. 100-Yr FEMA 11800.00 447.40 466.07 466.45 0.001779 5.65 3013.34 554.49 0.32 Reach-1 16615- 500-Yr FEMA 15100.00 447.40 467.81 468.15 0.001387 5.55 4017.43 598.63 0.29 Reach-1 18650 10-Yr FEMA 7500.00 447.50 463.61 459.92 46527 0.006465 10.57 930.04 423.57 0.57 Reach-1 18650 50-Yr FEMA 10500.00 447.50 465.14 464.88 466.52 0.005438 10.59 1762.98 608.63 0.53 Reach-1 18650 100-Yr FEMA 11800.00 447.50 465.77 466.94 0.004733 10.22 2153.78 629.91 0.50 Reach-1 18650 500-Yr FEMA. 15100.00 447.50 467.71 468.39 0002816 8.65 3468.92 743.69 0.40 Reach-1 19160 10-Yr FEMA 7500.00 449.00 466.34 466.77 0.001579 5.76 2175.75 561.83 0.30 Reach-1 19160 50-Yr FEMA 10500.00 449.00 467.45 467.98 0.001870 6.67 2812.40 584.06 0.33 Fetich-1 19160 100-Yr FEMA 11800.00 449.00 467.77 468.36 0.002058 7.11 3000.84 590.47 0.35 Reach-1. 19160 500-Yr FEMA ? 15100.00 449.00 468.81 469.47 0.002214 7.77 3622.62 609.17 0.37 teach-1 19550 10-Yr FEMA ` 7500.00 450.20 466.94 466.35 467.98 0.006084 9.15 1472.55 545.79 0.55 Reach-1 19550 50-Yr FEMA 10500.00 450.20 468.22 469.16 0.005297 9.36 2226.45 621.60 052 Reach-1 19550 100-Yr FEMA 11800.00 450.20 468.63 469.57 0.005236 9.56 2486.31 634.01 0.52 Reech-1 19550 500-Yr FEMA 15100.00 450.20 469.74 470.61 0.004713 9.71 3207.19 667.25 0.50 1$each-1 20000 10-Yr FEMA 7500.00 451.00 46807 469.51 0.002375 6.78 2315.04 543.15 0.35 HEC-RAS Plan.Post-Project MP River.RIVER-1 Reach.Reach-1(Continued) ;Reach RNer Sta Profile Q Total mkt CREI W,S.Elev Clit W.S. :E.G.Elev E.G.Slope I:Vet Chnl f Flow.Area Top Width Froude#Chl (Oat {ft) !.(6)• fit) ' fit) '.'(8/ft) s (mss) (sq.it) (ft) Reach-1 20000 50-Yr FEMA 10500.00 451.00 470.14 470.66 0.002702 768 2915.32 573.61: 0.38 Reach-1 20000 100-Yr FEMA 11800.00 451.00 470.54 471.09 0.002817 8.00 3144.20_ 578.11 0.39 Roach-1 20000 500-Yr FEMA 15100.00 451.00 471.48 472.08 0.003030 8.69 3692.44 588.76 0.41 - Reach-1 20540 10-Yr FEMA 7500.00 452.60 469.97 470.31 0.001174 5.20 2357.11 439.53 0.26 Reath-1 20540 50-Yr FEMA 10500.00 452.60 471.14 471.59 0.001465 6.18 2881.81 458.01 0.30 Reach-1- 20540 100-Yr FEMA 11800.00 452.60 471.57 472.06 0.001586 6.56 3079.25 464.75 0.31 Reach-1 20540 500-Yr FEMA 15100.00 452.60 472.56 473.17 0.001858 7.44 3546.98 482.56 0.34 Ream-1 20975 10-Yr FEMA 7500.00 454.00 470.53 470.72 0.000832 4.03 2759.94 403.98 0.22 Reach-I 20975 50-Yr FEMA 10500.00 454.00 471.82 472.10 0.001031 4.85 3311.05 447.97 0.25 Reach-i 20975 100-Yr FEMA ' 11800.00 454.00 472.30 472.61 0.001104 5.16 3529.21 459.75 0.26 Reach-1:^ 20975 -500-Yr FEMA 15100.00 454.00 473.41 473.79 0.001257 5.83 4049.84 480.78 0.28 ech-1 21365 10-Yr FEMA 7500.00 455.00 470.37 466.73 471.77 0.005857 9.53 868.34 329.69 0.55 Ffe'2ch-i 21365 50-Yr FEMA 10500.00 455.00 471.61 468.74 473.37 0.006615 11.02 1308.00 379.30 0.60 Reach-1 21365 :100-Yr FEMA" 11800.00 455.00 472.10 469.32 473.94 0006727 11.46 1497.78 399.28 0.61 Reath-1 21365 500-Yr FEMA 15100.00 455.00 473.26 472.42 475.21 0.006691 12.22 1993.851 451.74 0.62 16.7, Reach-1 21690 10-Yr FEMA 7500.00 455.90 472.13 468.46 473.71 0.005830 10.26 909.08 254.67 0.55 Reach-1 21690 50-Yr FEMA 10500.00 455.90 473.57 471.61 475.49 0.006488 11.76 1349.24 358.72 0.59 Reach-1. 21690 100-YrFEMA 11800.00 455.90 474.07 472.95 476.14 0.006694 12.27 1539.84 392.23 0.61 Reach-1 21690 500-Yr FEMA 15100.00 455.90 475.20 474.69 477.37 0.006913 13.20 2002.38 426.14 0.62 Reach-1 : 22220 10-Yr FEMA 7500.00 457.30 474.72 475.63 0.002347 7.99 128464 279.25 0.40 Reach-1. 22220 50-Yr FEMA 10500.00 457.30 476.51 477.55 0.002425 8.90 1822.51 317.92 0.42 Reach-1. 22220 100-YrFEMA 11800-00 457.30 477.12 478.22 0.002489 9.27 2019.86 327.40 0.43 Reach-1 22220 500-Yr FEMA 15100.00 457.30 478.35 479.63 0.002758 10.29 2433.11 348.66 0.45 Reach-1` 22600 10-Yr FEMA 7500.00 458.60 475.54 472.01 477.07 0.004993 10.67 1053.68 272.71 0.54 Reach-I 22600 50-Yr FEMA 10500-00 458.60 477.43 478.88 0.004454 11.10 1636.31 340.49 0.52 Reach-1 < 22600 100-Yr FEMA 11800-00 458.60 478.09 479.53 0.004337 11.30 1869.74 363.50 0.52 Reach-1 22600 500-Yr FEMA 15100.00 458.60 479.49 480.96 0.004275 11.92 2412.20 416.62 0.52 Reach-1 23170 10-Yr FEMA 7500.00 459.60 478.01 479.02 0.002420 8.34 1156.44 217.18 0.41 Reach-1. 23170 50-Yr FEMA 10500.00 459.60 479.55 480.89 0.002905 9.85 1522.65 258.02 0.46 Reach-1 23170 . 100-Yr FEMA; 11800.00 459.60 480.11 481.58 0.003092 10.42 1670.72 272.83 0.47 Reach-1 23170 500-Yr FEMA 15100.00 459.60 481.43 483.16 0.003425 11.60 2054.40 308.09 0.50 Reach-1 23900 10-Yr FEMA 7500.00 463.00 480.09 480.52 0.001637 5.30 1544.21 312.29 0.33 Reich-1 23900 50-Yr FEMA 10500.00 463.00 481.95 482.44 0.001489 5.80 2171.38 361.90 0.32 Bach-1 23900 100-Yr FEMA 11800.00 463.00 482.63 483.15 0.001450 5.98 2422.57 367.04 0.32 Reach-1 23900 500-Yr FEMA.: 15100.00 463.00 484.20 484.77 0.001387 6.40 3003.93 376.16 0.32 r,v` Reach-I 24245 10-Yr FEMA 7500.00 464.30 480.73 481.18 0.001263 5.50 1574.61 234.99 0.30 Ranch-1 24245 50-Yr FEMA 10500.00 464.30 482.54 483.12 0.001362 6.36 2059.58 296.52 0.32 Reach-1 : 24245 100-Yr FEMA - 11800.00 464.30 483.20 483.83 0.001398 6.67 2261.83 310.84 0.33 'Reach-1 ' 24245 500-Yr FEMA 15100.00 464.30 484.72 485.47 0.001471 7.37 2759.26 345.64 0.34 Reach-1 24660 10-Yr FEMA 7500.00 465.70 481.58 482.28 0.002894 6.72 1133.02 150.30 0.40 Reach-1 ': 24660 -50-Yr FEMA 10500.00 465.70 483.38 484.29 0.002982 7.72 1495.18 273.28 0.42 Reach-i 24660 100-Yr FEMA 11800.00 465.70 484.05 485.03 0.002995 8.05 1696.95 328.37 0.42 F,te0ch-1 24660 500-Yr FEMA ':' 15100.00 465.70 485.60 486.68 0.002917 8.65 2277.95 424.79 0.42 Reach-1 24887 :-10-Yr FEMA 7500.00 465.90 482.05 482.63 0.001867 6.14 1318.95 219.42 0.33 Reach-1 24887 50-Yr FEMA 10500.00 465.90 483.93 484.66 0.001998 7.06 1783.07 274.82 0.35 Reach-1. 24887 100-Yr FEMA 11800.00 465.90 484.61 485.41 0.002055 7.41 1979.33 301.62 0.36 Reach-1 24887 500-Yr FEMA 15100.00 465.90 486.12 487.05 0.002168 8.17 2481.73 362.62 0.37 Reach-1 24930 10-Yr FEMA 7500.00 466.40 482.56 483.00 0.001537 5.99 1740.76 228.35 0.30 Reach-1 24930 50-Yr FEMA 10500.00 466.40 484.51 485.06 0.001647 6.84 2215.41 260.15 0.32 Reach-1 -24930. 100-Yr FEMA 11800.00 466.40 485.22 485.82 0.001693 7-16 2405.34 274.36 0.33 Reach-1 24930. 500-Yr FEMA 15100.00 466.40 486.78 487.49 0.001820 7.94 2859.82 313.26 0.34 Reach-1 25020 : 10-Yr FEMA 7500.00 466.80 482.44 483.28 0.002451 7.54 1202.80 210.87 0.38 Reach-1 25020 50-Yr FEMA 10500.00 466.80 484.35 485.37 0.002589 8.55 1643.13 248.03 0.40 if ach-1 25020 100-YrFEMA r 11800.00 466.80 485.05 486.14 0.002636 8.92 1819.99! 257.361 0.41 .Fie'ach-1 25020 500-Yr FEMA:` 15100.00 466.80 486.58 487.83 0.002794 9.81 2231.07 287.34 0.43 *Oath-1 25085 10-Yr FEMA 7500.00 467.10 481.65 480.56 484.16 0.012640 12.73 595.62 98.17 0.84 14aach-1 25085 50-Yr FEMA 10500.00 467.10 483.37 482.91 486.35 0.012362 13.96 826.67 190.34 0.86 „iieach-1 25085 100-Yr FEMA 11800.00 467.10 484.08 484.07 487.10 0.011397 14.18 985.10 247.30 0.84 each-1 25085 `'500-Yr FEMA 15100.00 467.10 485.95 485.52 488.60 0.008413 13.82 1505.17 311.15 0.74 eeach-1 25135 10-Yr FEMA 7500.00 467.00 483.26 484.67 0.005439 9.59 852.33 157.15 0.57 ach-1 25135 50-Yr FEMA _ 10500.00 467.00 485.29 482.21 486.86 0.004962 10.35 1224.67 229.44 0.56 HEC-RAS Plan.Post-Project MP River.PIVER-1 Reach.Reach-1(Continued) Reach River Ste Profile .4 Total Mid Ch El WS'Elev Grit WS E.G.Elev 'ER'-"Slope Vet ChM Flow Area Top Width Ftriude#£hl'.:. (ds) .' '(8) (ft) '.(ft) :(8) :YN8) (Its) ;(sq R) ' (fl) Reach-1 25135 100-Yr FEMA 11800.00 46700 485.95 483.11 487.59 0.004910 1072 1406.05 321.36 0.56 Reach-1 25135 500-Yr FEMA 15100.00 467.00 487.09 484.73 489.00 0.005258 11.82 1795.26 35535 0.59 Reach-1 25185 10-Yr FEMA 7500.00 467.60 483.50 484.92 0.004715 10.73 1159.38 245.01 0.54 Reach-1 25185 50-Yr FEMA 10500.00 467.60 485.88 487.10 0.003693 10.68 1819.79 308.83 0.49 Reach-1 25185 100-Yr FEMA 11800.00 467.60 486.63 487.84 0.003571 10.86 2058.18 327.07 0.49 Reach-1 25185 500-Yr FEMA 15100.00 467.60 487.94 489.27 0.003767 11.78 2507.88 358.55 0.51 Reach-1 25235 10-Yr FEMA 7500.00 467.90 484.34 485.14 0.002319 7.63 1380.94 265.17 0.40 Reach-1 25235 . 50-Yr FEMA 10500.00 467.90 486.40 487.27 0.002185 8.28 1992.12 330.04 0.40 Reach-1 25235 100-Yr FEMA 11800.00 467.90 487.09 488.00 0.002205 8.59 2227.98 355.83 0.40 Reach-1 25235 500-Yr FEMA 15100.00 467.90 488.38 489.44 0.002401 9.51 2717.53 400.42 0.43 Reach-1 25285 10-Yr FEMA 7500.00 467.40 483.10 481.78 485.96 0.009348 13.83 663.54 160.28 0.73 Reach-1 25285 50-Yr FEMA 10500.00 467.40 485.06 485.04 488.11 0.008830 14.97 1062.03 247.77 0.73 Reach-1 25285 100-Yr FEMA 11800.00 467.40 485.84 485.84 488.81 0.008333 15.11 1269.28 282.76 0.71 Reach-1 t' 25285 500-Yr FEMA 15100.00 467.40 487.29 487.29 490.24 0.007967 15.79 1720.65 338.35 0.71 Reach-1 25335 10-Yr FEMA 7500.00 467.30 485.90 486.35 0.001457 5.48 1640.90 313.25 0.31 Reach-1 25335 50-Yr FEMA 10500.00 467.30 488.00 488.49 0.001310 5.92 2383.45 392.23 0.30 Reach-1..: 25335 100-Yr FEMA 11800.00 467.30 488.66 489.18 0.001319 6.15 2647.30 410.04 0.31 .Reach-1 25335 500-Yr FEMA 15100.00 467.30 489.99 490.60 0.001406 6.79 3217.64 446.11 0.32 Reach-1 r: 25385 10-Yr FEMA 7500.00 467.90 486.02 486.42 0.001474 5.27 1750.30 364.72 0.31 Reach-1 25385 50-Yr FEMA 10500.00 467.90 488.14 488.56 0.001223 5.53 2631.33 460.97 0.29 Reach-1 25385 100-Yr FEMA 11800.00 467.90 488.82 489.25 0.001200 5.70 2947.05 477.93 0.29 Reach-1 25385 500-Yr FEMA 15100.00 467.90 490.19 490.67 0.001227 6.20 3625.34 515.50 0.30 Reach-1 25470 10-Yr FEMA 7500.00 468.00 486.11 478.61 486.54 0.001039 5.28 1603.86 272.02 0.27 Reach-1 25470 50-Yr FEMA 10500.00 468.00 488.19 480.40 488.70 0.001057 5.94 2452.36 547.58 0.28 Reach-1 25470 100-YrFEMA 11800.00 468.00 488.86 481.06 489.39 0.001070 6.17 2834.60 598.25 0.29 Reach-1 25470 500-Yr FEMA 15100.00 468.00 490.23 482.43 490.82 0.001124 6.72 3732.52 723.37 0.30 Reach-1 25485 Bridge Reach-1-... 25500 10-Yr FEMA 7500.00 468.70 487.59 47726 487.87 0.000504 4.23 2202.35 479.97 0.20 Reach-1- 25500 50-Yr FEMA 10500.00 468.70 489.30 478.90 489.65 0.000592 4.94 3200.21 672.01 0.22 Reach-1 25500 . 100-Yr FEMA 11800.00 468.70 489.79 479.53 490.17 0.000641 5.25 3547.27 717.02 0.23 Reach-1 25500 500-Yr FEMA 15100.00 468.70 490.77 481.02 491.24 0.000774 6.00 4276.34 772.40 0.25 Reach-1 25585 10-Yr FEMA 7500.00 468.90 487.58 487.98 0.000831 5.32 1826.59 274.75 0.25 Reach-1 25585 : 50-Yr FEMA 10500.00 468.90 489.25 489.81 0.001023 6.37 2353.76 361.49 0.29 Reach-1 25585 100-Yr FEMA 11800.00 468.90 489.73 490.37 0.001139 6.86 2535.92 395.85 0.30 Reach-1' 25585 500-Yr FEMA. 15100.00 468.90 490.65 491.52 0.001464 8.08 3045.06 617.86 0.35 Reach-1 25635 10-Yr FEMA 7500.00 468.80 487.27 488.21 0.002294 8.03 1212.58 236.22 0.40 Reach-1 25635 50-Yr FEMA 10500.00 468.80 488.91 490.06 0.002571 9.22 1794.33 411.47 0.43 Reach-1 25635 100-Yr FEMA 11800.00 468.80 489.39 490.63 0.002732 9.71 1997.16 430.74 0.45 Reach-1; 25635 500-Yr FEMA 15100.00 468.80 490.27 491.82 0.003332 11.15 2392.46 482.69 0.50 Reach-1 25685 10-Yr FEMA 7500.00 469.10 487.80 488.34 0.001589 5.97 1403.48 309.94 0.33 Reach-1 25685 `50-Yr FEMA 10500.00 469.10 489.57 490.21 0.001616 6.70 2086.50 419.78 0.34 Reach-1 25685 100-Yr FEMA 11800.00 469.10 490.09 490.79 0.001699 7.07 2310.68 444.38 0.35 Reach-1-, 25685 500-Yr FEMA. 15100.00 469.10 491.14 492.02 0.001970 8.03 2838.28 557.59 0.38 Reach-1 25725 - 10-Yr FEMA 7500.00 468.50 487.94 488.40 0.001233 5.71 1665.85 345.22 0.29 Reach-1 25725 50-Yr FEMA 10500.00 468.50 489.71 490.28 0.001335 6.51 2365.37 426.38 0.31 Reach-1 25725 100-Yr FEMA 11800.00 468.50 490.23 490.86 0.001453 6.96 2590.22 459.32 0.32 Reach-1 25725 500-Yr FEMA 15100.00 468.50 491.27 492.09 0.001782 8.08 3125.70 571.05 0.36 Reach-1 25785 10-Yr FEMA 7500.00 469.10 488.26 488.47 0.000550 4.40 2873.61 381.04 0.20 Reach-1 25785 50-Yr FEMA 10500.00 469.10 490.08 490.36 0.000650 5.17 3627.35 447.61 0.22 Reach-I 25785 100-Yr FEMA 11800.00 469.10 490.63 490.95 0.000722 5.57 3888.84 502.64 0.24 Reach-1 25785 500-Yr FEMA 15100.00 469.10 491.79 492.21 0.000881 6.43 4541.07 618.95 0.27 Reath-1 25820 10-Yr FEMA 7600.00 468.40 488.27 488.53 0.000847 5.44 2927.86 478.14 0.24 Reach-1 25820... 50-Yr FEMA 10600.00 468.40 490.12 490.41 0.000885 5.98 3899.21 564.60 0.25 Reach-1 25820 100-Yr FEMA 11900.00 468.40 490.70 491.00 0.000917 6.22 4233.47 580.54 0.26 =Reach-1 25820 500-Yr FEMA 15100.00 468.40 491.95 492.27 0.000966 6.67 4962.93 585.00 0.27 Reach-1 26170 10-Yr FEMA 7600.00 470.20 488.40 489.05 0.002073 7.77 1790.33 306.40 0.36 Reach-1 26170 50-Yr FEMA ' 10600.00 470.20 490.23 490.96 0.002178 8.62 2473.21 404.85 0.38 Reach-1 26170 100-Yr FEMA 11900.00 470.20 490.82 491.57 0.002235 8.94 2714.60 421.68 0.38 Reach-1 : 26170 P 500-Yr FEMA 15100.00 470.20 492.06 492.87 0.002357 9.63 3257.60 450.00 0.40 (1feach-1 26550 < 10-Yr FEMA 7600.00 471.10 489.13 489.88 0.002169 7.06 1223.03 205.13 0.39 HEC.RAS Plan Post-Project MP River.RIVER-1 Reach:Reach-1(Continued) Reach River Sta Profile a Total Min Ch El W.S.Elev.- 'Crit W.S. E.G.Elev' E.G.Slo pe -'.Vel Chnl 'Flow Area +Top WMOi Froude#Chi' (cfs) (8) (6) (6) (8) ( ) (ry/s) (MI 0)- (tt) Reach-1 26550 50-Yr FEMA 10600.00 471.10 490.91 491.86 0.002302 8.08 1657.83 283.73 0.41 Reach-1( 26550 100-YrFEMA °_ 1190000 471.10 491.48 492.52 0.002415 8.53 1826.59 310.12 0.42 Reach-1 26550 500-Yr FEMA ` 15100.00; 471.10 492.68 493.94 0.002676 9.54 223261 366.70 0.45 l Reach-1` 26880 - 10-Yr FEMA. 7600.00 472.90 489.72 490.77 0.002755 8.36 1040.27 166.39 0.43 Reach-1. 26880 50-Yr FEMA 1060000 472.90 491.49 492.86 0.003080 9.73 1416.46 280.25 0.47 Reach-1 j 26880 100 Yr FEMA 1190000 472.90 492.08 493.57 0.003219 10.23 1596.08 326.49 0.48 Meech-1! 26880" 500-Yr FEMA 15100.00 472.90 493.38 495.06 0.003418 11.19 208203 421.55 0.51 Reach-1 27050-1'; 10•YrFEMA 670000 473.00 489.99 491.52 0.005604 10.24 794.57 157.10 0.54 RoacFi-1;r 270$U:2•. 50-Yr FEMA 940000 473.00 491.88 489.46 493.61 0.005541 11.30 1197.43 271.49 0.55 ReadFt' 27050 100-YrFEMA. 10500.00 473.00 492.56 494.28 0005378 11.52 1397.58 320.75 0.55 Reach-i '270$0,.', 500-W FEMA; 13400.00 473.00 494.03 495.69 0.005006 11.89 1947.44 429.18 0.54 Raar r-1_F 274001;{- '10-Yr FEMA- 6700.00 473.90 492.21 493.04 0.002393 7.70 1263.44 391.40 0.39 Rear t, 21406', 50-Y'r EEMMA - 9400.00 473.90 494.29 494.91 0.001832 7.38 2329.01 593.96 0.35 Reif-{,? 23400.'," .100-YiFEMA 10500.00 473.90 494.94 495.49 0.001651 7.22 2717.35 601.64 0.33 4-eac(*t-; 27400,,.. 500Yr FEMAs•.r 13400.00 473.90 496.28 496.78 0.001468 7.22 3547.88 638.20 0.32 Re i', 4 '"F = 10-YlFEMA , 6700.00 475.00 492.59 486.84 493.41 0.002980 7.27 921.34 103.71 0.43 Rr-Cek-,"`„3; 2i, 0 a 150.1f4, 9400.00 475.00 494.38 489.25 495.50 0.003354 8.47 1109.41 447.70 0.46 {2e901t1+P,j 275{,0, ii 190# '' ,- 10500.00 475.00 495.07 490.02 495.95 0.002780 7.96 1836.30 514.20 0.42 Reatic,"-'. • s'964,4**,, 13400.00 475.00 496.38 491.69 497.21 0.002582 8.11 2594.10 636.12 0.41 "vaT. #, 4q I„f RRItc 7 27555 Bridge Y1'- 27570 4Q-Yf FrgMf1A,-- 6700.00 475.20 492.77 487.03 493.59 0.003007 7.29 918.67 103.67 0.43 floeecliK _ y.2.01 i 0,10:010,,J.,-, 9400.00 475.20 494.62 489.43 495.73 0.003316 8.44 1113.69 451.59 0.46 .,f�2Aya�I.47��-"} 27.'r7 x 1O-W t•EMA, 10500.00 475.20 495.27 490.20 496.16 0.002775 7.96 1838.82 514.68 0.42 Read-( V2,57l ,' S0¢-'1'FFERIA;:., 13400.00 47520 496.74 491.89 497.52 0.002421 7.90 2694.25 653.12 0.40 R8l -2762Q R, 1P^YS.F048 6700.00 475.50 492.65 493.88 0.003644 9.09 905.90 245.84 0.48 F:e -'i- 27,1124{ ,°'` SO-Yr FEMA': - 9400.00 475.50 494.89 495.89 0.002942 8.89 1742.69 578.75 0.44 Read 1 27020P''.', -100-Yr104A 10500.00 475.50 495.29 496.36 0.003133 9.36 1974.42 586.85 0.45 Reech4.- '"27620^"`.. 500YrF'EMA 13400.00 475.50 496.86 497-64 0.002301 8.65 2914.94 607.14 0.40 119LOMR Plan: 1) Post-Project MP 2)CorEff RS= 15160 15160 470 • Legend• WS 500-Yr FEMA-Post-Project MP WS 500-Yr FEMA-CorEff 465 WS 100-Yr FEMA-Post-Project MP WS 100-Yr FEMA-CorEff • 460 WS 50-Yr FEMA-Post-Project MP WS 50-Yr FEMA-CorEff WS 10-Yr FEMA-CorEff c • m 455 WS 10-Yr FEMA-Post-Project MP Ground-CorEff w ♦ Ineff-:CorEff 450 Bank Sta-CorEff • Ground-Post-Project MP Ineff-Post-Project MP 445 • Bank Sta-Post-Project MP 440 420 440 460 480 500 520 540 560 580 600 Station(ft) 119LOMR Plan: 1) Post-Project MP 2) CorEff RS= 15113 15113 470 Legend WS 500-Yr FEMA-Post-Project MP WS 500-Yr FEMA-CorEff 465 WS 100-Yr FEMA-Post-Project MP WS 100-Yr FEMA-CorEff 460 WS 50-Yr FEMA-Post-Project MP WS 50-Yr FEMA-CorEff WS 10-Yr FEMA-CorEff • .13 455 WS 10-Yr FEMA-Post-Project MP w -CorEff Ground-CorEff 450 Ineff-CorEff • Bank Sta-CorEff -Post-Project MP 445 Ground-Post-Project MP Ineff-Post-Project MP • Bank Sta-Post-Project MP 440 - - 1000 1100 1200 1300 1400 1500 Station(ft) 119LOMR Plan: 1) Post-Project MP 2)CorEff RS=14820 14820 470 Legend WS 500-Yr FEMA-Post-Project MP 465 WS 500-Yr FEMA-CorEff WS 100-Yr FEMA-Post-Project MP WS 100-Yr FEMA-CorEff 460 • WS 50-Yr FEMA-Post-Project MP WS 50-Yr FEMA-CorEff WS 10-Yr FEMA-CorEff 455 WS 10-Yr FEMA-Post-Project MP Ground-CorEff Ineff-CorEff • 450 Bank Sta-CorEff ■ Ground-Post-Project MP A Ineff-Post-Project MP 445 • Bank Sta-Post-Project MP 440 — — — - 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: 1) Post-Project MP 2)CorEff RS=14495 14495 470 I Legend WS 500-Yr FEMA-Post-Project MP WS 500-Yr FEMA-CorEff 465 WS 100-Yr FEMA-Post-Project MP WS 100-Yr FEMA-CorEff WS 50-Yr FEMA-Post-Project MP 460 WS WS 50 10--Yr Yr FEMA FEMA-CorEff-CorEff WS 10-Yr FEMA-Post-Project MP 455 1 Ground-CorEff • 450 Bank oun Sta CorEff Ground-Post-Project MP • Bank Sta-Post-Project MP 445 440 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: 1)Post-Project MP 2)CorEff RS=14170 14170 470 Legend WS 500-Yr FEMA-Post-Project MP 465 WS 500-Yr FEMA-CorEff WS 100-Yr FEMA-Post-Project MP WS 100-Yr FEMA-CorEff 460 WS 50-Yr FEMA-Post-Project MP WS 50-Yr FEMA-CorEff 455 WS 10-Yr FEMA-Post-Project MP WS 10-Yr FEMA-CorEff Ground-CorEff 450 • Bank Sta-CorEff ■ Ground-Post-Project MP • 445 Bank Sta-Post-Project MP 440 435- 1400 1600 1800 2000 2200 2400 Station(ft) 119LOMR Plan: 1) Post-Project MP 2)CorEff RS=13829 13829 460 - - Legend WS 500-Yr FEMA-CorEff WS 500-Yr FEMA-Post-Project MP 455 WS 100-Yr FEMA-CorEff • WS 100-Yr FEMA-Post-Project MP WS 50-Yr FEMA-CorEff WS 50-Yr FEMA.-Post-Project MP 450 WS 10-Yr FEMA-CorEff 0 1 WS 10-Yr FEMA▪Post-Project MP m 1 - - Ground-CorEff • 445 Bank Sta-CorEff ■ Ground-Post-Project MP • Bank Sta-Post-Project MP 440 435- - 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: 1)Post-Project MP 2)CorEff RS=13620 13620 460 Legend WS 500-Yr FEMA-CorEff WS 500-Yr FEMA-Post-Project MP 455 WS 100-Yr FEMA-CorEff WS 50-Yr FEMA-CorEff WS 100-Yr FEMA-Post-Project MP c WS 10-Yr FEMA-CorEff 450 ■ WS 50-Yr FEMA-Post-Project MP o WS 10-Yr FEMA-▪Post-Project MP ra >I Ground-CorEff w • 445 Bank Sta-CorEff Ground-Pos▪t-Project MP • Bank Sta-Post-Project MP 440 V 435 I 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: 1) Post-Project MP 2) CorEff RS= 13339 13339 470 Legend WS 500-Yr FEMA-CorEff 465 WS 500-Yr FEMA-Post-Project MP WS 100-Yr FEMA-CorEff • 460 WS 50-Yr FEMA-CorEff WS 100-Yr FEMA-Post-Project MP WS 10-Yr FEMA-CorEff r 455 WS 50-Yr FEMA-Post-Project MP c o ro- I i WS 10-Yr FEMA-Post-Project MP R t -CorEff w 450 ®_» Ilk- IllOa�1 V _ Ground-CorEff `\` r A Ineff-CorEff 445 • Bank Sta-CorEff - .._ \,:\.\SS\\\\\\\\\\\\\\\\\1\1\\\` -Post-Project MP 440 i Ground-Post-Project MP • Ineff-Post-Project MP • Bank Sta-Post-Project MP 435 — — 1000 1500 2000 2500 3000 3500 4000 Station(ft) 119LOMR Plan: 1)Post-Project MP 2)CorEff RS=12820 12820 470 Legend WS 500-Yr FEMA-CorEff 465 WS 500-Yr FEMA-Post-Project MP WS 100-Yr FEMA-CorEff WS 50-Yr FEMA-CorEff 460 a WS 100-Yr FEMA-Post-Project MP WS 50-Yr FEMA-Post-Project MP • 455 WS 10-Yr FEMA-CorEff z. WS 10-Yr FEMA-Post-Project MP Ground-CorEff • w 450 ;�\\\\\\\\\ Bank Sta-CorEff I�®�NN. 11111EIM Post-Project MP 445 \` - Ground-Post-Project MP _ Ineff-Post-Project MP • Bank Sta-Post-Project MP 440 435 400 600 800 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: 1) Post-Project MP 2) CorEff RS= 12402 12402 470 • Legend WS 500-Yr FEMA-CorEff 465 WS 500-Yr FEMA-Post-Project MP WS 100-Yr FEMA-CorEff WS 50-Yr FEMA-CorEff 460 ' WS 100-Yr FEMA-Post-Project MP WS 50-Yr FEMA-Post-Project MP 455 _--_-._ -- ---__-_ -- -___- WS 10-Yr FEMA-CorEff WS 10-Yr FEMA-Post-Project MP 450 _CorEff *t t• i 11-.... 11111111 @, Ground-CorEff Ineff-CorEff 445 �a • Bank Sta-CorEff -Post-Project MP 440 ' - —. Ground-Post-Project MP • Ineff-Post-Project MP • Bank Sta-Post-Project MP 435 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 Station(ft) 119LOMR Plan: 1) Post-Project MP 2) CorEff RS= 11588 11588 470 Legend WS 500-Yr FEMA-CorEff 465 WS 500-Yr FEMA-Post-Project MP WS 100-Yr FEMA-CorEff 460 WS 100-Yr FEMA‘-• Post-Project MP WS 50-Yr FEMA-CorEff WS 50-Yr FEMA-▪Post-Project MP ■ 455 _ WS 10-Yr FEMA-Post-Project MP Oft WS 10-Yr FEMA-CorEff > �S�\t1Rt1�1��RSSQ�t4SSSS w 450 -CorEff 1/4% a��\`�� - Ground-CorEff �������`�� 111111 MEM NM Ineff-CorEff 445 Bank St:-CorEff • Ground-Post-Project MP • 440 Ineff-Post-Project MP • Bank Sta-Post-Project MP 435 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: 1) Post-Project MP 2)CorEff RS=11453 11453 455 I Legend WS 500-Yr FEMA-CorEff WS 500-Yr FEMA-Post-Project MP WS 100-Yr FEMA-CorEff 450 WS 100-Yr FEMA-Post-Project MP WS 50-Yr FEMA-Post-Project MP WS 50-Yr FEMA-CorEff WS 10-Yr FEMA-CorEff o WS 10-Yr FEMA-▪Post-Project MP 445 Ground-CorEff w • Bank Sta-CorEff ■ Ground-Post-Project MP • Bank Sta-Post-Project MP 440 435 — 1000 1050 1100 1150 1200 1250 1300 1350 1400 Station(ft) 2 2 2 2 IL w w w 0 IL LL IL LL a C C 09981 r • 091791 r 1 01281 Loo \ 0862 l coo 00921 - N 0 0[4'9 I, o o o 0£LS l _ . ,::::: .,l■ S£Z9 4 \, £1191- o S OZ9P1 d 9617171 021.171 0 Q o 0 6Z8£[ a r W OZ9£1 cp LL : : c ti i • 6£££1 co ., , o 2 w ', OZ8Z1 ` c o ZO17ZI I. o al o c a O - c� 0 I 8891.1 Mk , SLZ 11 r R MIMMIRMrI■• 06601 • 0 OS801 ' J rn ,. _- - 00901 - 0 0 _o 0 0096'' 0098; 0 0 0009 o°o OOSL I ! 09ZL= 0 N- co co p V N (j)uogena13 REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX I Hydraulic Output—Revised (Post Project)Model (Floodway) HEC-RAS Plan:Posl-Proiect FW River.RIVER-1 Reach:Reach-1 Reach River Ste. Profile W.5.W.S.,F./evi Prof Delta WS. D.G.Elev .,. ,-:0 Let.., -'Q Chanrrel 0 Right Eee Sta L Ch Ste L Ch 518 R Ens 5tAR:- 7o�"i„lyAYt kct (8) (t) . 7(ft) . .-.9158).^ (do)' =(d) (cf.) (5). (t) .(6)-, (t) Reach-1 7250 100-Yr 436.90 437.29 247.86 9700.00 1700.00 1993.00 Re9ch-1 7250 100-Yr FW 436.90 0.00 437.29 247.86 9700.00 1700.00 1700.00 1993.00 1993.00 Reach-1 7500 ..100-Yr 437,20 437.60 24745 9700.00 1694.00 1993.00 Reach-1 7500 100-Yr FW 437.20 0.00 437 60 247 46 9700.00 1694.00 1694.00 1993 00 1993 00 R60M-1 8000 100-Yr 437.84 438.19 258.66 9700.00 1694.00 1993.00 Re9041-1 8000 100-Yr FW 437.84 0.00 438.19 258 66 9700.00 1694.00 1694.00 1993.00 1993.00 Re9c1-1 8500 100-Yr 438.39 438.87 230.31 9700.00 1703.00 1993.00 Reath-1 8500 100-Yr FW 438.39 0.00 438.87 230.31 9700 00 1703.00 1703.00 1993.00 1993.00 �s�,�,1 9500 100-Yr 440.07 440.62 239.48 9700.00 1720.00 1993 00 Reich-1 9500 109-Yr FW 440.07 0.00 440.62 239.48 9700 00 1720.00 1720.00 1993.00 1993.00 ((p(4tlf1 10500 100-Yr 441.96 442.44 243.22 970000 1720.00 1993.00 Ra'Httr-1 10500 100-Yr FW 441.96 0.00 442.44 243.22 9700.00 1720.00 1720.00 1993.00 1993.00 vii Reah-1 10850 100-Yr 442.55 443.01 25440 9700.00 1693.00 1993.00 Raad,-1 10850 100-YrFW 442.55 000 443.01 254.40 9700.00 1693.00 1693.00 1993.00 1993.00 Reach-1 10935 100-Yf 442.69 443.14 238.00 9700.00 1692.00 1993.00 Veedr-1 10935 '100-Yr FW 442.69 000 443.14 238.00 9700.00 173100 1692-00 1993.00 1969.00 tT pp ! 10936 100-Yr 442.67 443.16 232.00 9700.00 1731.00 1969.00 10936 100-Yr P14 442.67 0.00 443.16 232.00 9100,00 1731.00 1731.00 1969.00 1969.00 R88d1-1 10990 BR D 100-Yr 442.67 443.16 232.00 9700.00 1731.00 1969.00 eed1-1 : 10990 13R D 100-Yr FW 442.67 0.00 443.16 232.00 9700.00 1731.00 1731.00 196900 1969.00 sY= Y1-1 10990 BR 100-Yr 442.88 443.38 231.46 970000 1731.00 1969.00 R;e"ech-1 10990 BR U 100-Yr FW 442.88 0.00 443.38 231.46 9700.00 1731.00 1731.00 1969.00 196900 Reach-1 11044 100-Yr 442.88 443.38 231.47 9700.00 1731.00 1969.00 ;each-1 11044 100-Yr FW 442.88 0.00 443.36 231.47 9700.00 1731.00 1731.00 1969.00 1969.00 Rae,c11-1 .11045 100-Yr 442.93 443.40 237.58 1.62 9696.85 1.53 174200 1956.00 )!t8 dl-1 11045 100-.YrFW 442.93 0.00 443.40 237.58 102 9696.85 1.53 1691.00 1742.00 1956.00 1978.00 1 11070 100-Yr - 442.96 443.44 21804 9700.00 1690.00 1978 00 Reach-1 11070 100-Yr FW 442.96 0.00 443.44 217.83 9700.00 171500 1690.00 1978.00 1957.00 R$9W1-1 11275 100-Yr 443.38 443.83 231.51 9699.46 0.54 1715 00 1957.00 Rge'di-1 11275 100-Yr FW 443.38 0.00 443.83 223.97 9700.00 1715.00 1715.00 1957.00 1957.00 Roach-1 11276 100-Yr 443.36 443.85 230.72 9699.51 0.49 1715.00 1957.00 i,{`1y¢C11.7. 11276 100-YrFW 443.36 0.00 443.85 223.58 9700.00 1715.00 1715.00 1957.00 1957.00 3rri, 101.1 11296 100-Yr 443.42 443.90 232.28 969025 0.75 1715.00 1957 00 Reach-1 11296 ' 100-Yr FW 443.42 0.00 443.90 223.87 970000 1715.00 1715.00 1957 00 1957.00 )3ARR1 11297 100-Yr 443.05 444.07 221.48 9700.00 0.00 1715.00 1958.00 (},6ath-1 11297 100-Yr FW 443.05 000 444.07 220.49 970000 1715.00 1715.00 1958.00 1958.00 l{oah-1 11299 100-Yr 44308 444.09 222.15 9699.99 0.01 171500 1958.00 13ea611-1 11299 100-YrFW 443.08 0.00 444.09 22062 9700.00 1715.00 1715.00 1958.00 1958.00 1r Reach-1 11300 :100-Yr 444.03 445.95 244.76 9672.70 27.30 171500 1958.00 56ed1-1 11300 100-Yr FW 443.99 -0.04 44597 224.45 9700.00 1715.00 1715.00 195800 1958.00 Reach-1 11301 100-Yr 445.99 446.41 265.44 9700.00 1715.00 1985.00 RAch-1 11301 : 100-Yr FW. 446.00 0.02 446.44 23665 9700.00 1715.00 1715.00 1985.00 1958.00 56edti1. 11313 100-Yr 446.02 446.43 265.76 9700.00 0.00 1715.00 1985.00 5e809-1 11313 100-Yr FW 44605 0.04 446.47 265.86 970000 1715.00 1715.00 1985.00 1985.00 '11'6-0011-1 11453 100-Yr 445.92 44743 26904 66037 7626.09 140454 1091.00 117300 iCe0cte1 11453 100-Yr FW 445.96 0.04 447.45 270.16 67684 7606,26 1416.90 1039.80 1094.00 1173,00 1309.96 Ree041-1 11588 100-Yr 447.85 448.11 38070 4233,27 2682.11 278462 1641.40 1698.00 5each-1. 11588 100-YrFW 447.86 001 448.12 383.44 4216.61 267036 2813.03 1516,56 1641.40 1698,00 1900.00 56a09-1 12402 100-Yr 448.57 448.68 630.63 7498,51 1932.88 268.61 2379.00 2435.00 Reach-1 12402. 100-Yr FW 44807 0.00 448.68 629.23 7495.89 1931.86 272.25 1792.33 2379.00 2435.00 2478.00 LkEadt-1 12820 100-Yr :': 448.80 418,97 519.61 6861.13 272743 111.44 1775.50 1856.00 5'e'ach-1 12820 100-Yr FW 44081 0.00 448.98 519.69 6861.29 2727.23 111.48 1330.63 1775.50 1856.00 1879.84 485th-1 13339 100-Yr 449.56 449.88 976.99 5523.17 261042 155742 2003.00 2056.00 er6ch-1 13339 100-Yr FW 449.56 0.00 44091 846.87 5710.44 270935 1280.21 1596.51 2003.00 2056.00 2350.00 Rescft-1 13620 100-Yr :: 450.88 451.42 1093.40 130849 5351.64 4339.87 1325.60 1402.70 t,�d1-1 13620' 100-Yr FW 450.97 0.09 451.75 640.98 202.73 6108.53 4688.74 1185.00 1325.60 1402.70 1850.00 aaa .Rbilch-1 13829 100-Yr : 452.03 452.95 906.10 2693.02 5632.57 2674.42 1493.00 1564.00 O`eash-1 - 13829 - 100-Yr FW 452.37 0.34 45369 480.00 1690.37 6529.50 2780.14 1270.00 1493.00 1564.00 175000 06e411-1 14170 100-Yr 454.42 454.73 653.56 2153.38 4425.39 4421.23 1782.00 1847.00 Viiiich.-1 14170 10-Yr FY/ 455.09 0.66 455.37 550.00 2451.45 4415.14 4133.41 1550.00 1782.00 1847.00 2100.00 HEG-RAS Plan.Post-Prot rot Flo River.RIVER Reach:Reach-1(Confirmed) Reach River Ste Profile W.S.Bev Ofot05R5WS E.d3.4Eloe Top Wd9h ad 0 lee,. "40,Charmel .a Right. EnoSteI. Ch Ste E. Ch St9:R ErrOSfaR`': (e)!: (5) (5) (e) (do) 4(d8) ,(cfa) '(e) (e)1 '.,(111' ' (ri) Reath-1 14495 100-Yr 455.19 45565 601.07 603.50 3854.78 6541.72 1227.00 1271.00 Reach-1 14495 100-Yr FW 455 68 0 49 456 27 410 00 812 70 4287.89 5899 41 1149.00 1227 00 1271.00 1559.00 Reath-1 14820 100-Yr 456.67 457 03 763 49 57.48 4623 41 6319.11 1157.00 1228.00 Reach-1 14820 100-YrFW 457.23 0.56 457.58 512.33 7897 4586.09 6334.94 1137.67 115700 122800 1650.00 Reach-1 15113 100-Yr 457 45 458.18 237.89 10709.60 290 40 1044.00 117800 React-1 15113 100-YrFW 457.91 0.46 458.57 238.99 10570.85 429.15 1044.00 1044.00 1178.00 1300.00 Reach-1 15160 100-Yr 457.67 458.28 136.30 11000.00 426.00 580.10 Reach-1 15160 100-Yr FW 458.07 0.41 458.65 138.02 11000.00 426.00 426.00 580.10 580.10 Reath-1 15235 BR 13 100-Yr 457.67 458.35 131.30 11000.00 426.00 580.10 Reach-1 15235 BRD 100-Yr FW 458.07 0.41 458.71 13302 11000.00 426.00 426.00 580.10 580.10 React-1 15235 BRU 100-Yr 457.67 458.35 131.30 11000.00 426.00 580.10 Reach-1 15235 BRU 100-Yr FW 458.07 0.41 458.71 133.02 11000.00 42600 426.00 580.10 580.10 Reach-1 15310 100-Yr 457.73 458.34 136.56 11000.00 42600 580.10 Reach-1 15310 100-YrFW 458.13 0.40 458.70 13825 11000.00 426.00 426.00 580,10 580.10 Reach-1 15600 100-Yr 457.70 458.61 129.00 11000.00 1321.00 1450.00 R66c5-1 15600 100-Yr.F W 457.99 0.29 459 07 100.00 11000.00 1335.50 1321.00 1450.00 1435.50 R98c5-1.. 15605 BRD 100-Yr 'I 457.70 458.74 123.00 11000.00 1321.00 1450.00 R89d1-1 15605 BR 100-YrFW 457.99 0.29 459.24 94.00 11000.00 1335.50 1321.00 1450.00 1435.50 R890h-1 15605 BR U 100-Yr 457.70 458.74 123.00 11000.00 1321.00 1450.00 Reach-1 15605 BR'U 100-YrFW 457.99 0.29 459.24 94.00 11000.00 1335.50 1321.00 1450.00 1435.50 Reath-1..: 15610 100-Yr 457.86 458.74 129.00 11000.00 1321.00 1450.00 R99ch-1 15610 100-Yr FW 458.20 0.34 459.25 100.00 11000.00 133650 1321.00 1450.00 1435.50 Re9th-1 15630 100-Yr 457.87 458.81 184.16 461.95 10124.84 413.21 1115.00 1210.00 8e9ch-1 15630 100-YrFW 458.21 0.34 459.32 100.00 33.66 10932.67 33.66 1112.50 1115 00 1210.00 1212.50 8498c1-1 15640 100-Yr 45797 458.84 179.80 382.71 10091.32 525.97 1102.00 1200.00 Reads-1 15640 100-Yr FW 458.30 633 459.35 100.00 8.01 10983.97 8.03 1101.00 1102.00 1200.00 1201.00 Re8t1-1. 15650. 100-Yr 458.00 45886 180.00 384.92 10086.79 528.29 1102.00 1200.00 Reec-1 15650 100-Yr FW 458.33 0.33 459.38 100.00 8.01 10983.96 8.03 110100 1102.00 1200.00 1201.00 Reach-1 15660 100-Yr 457.79 458.99 157.94 324.91 9957.99 717.10 1089.00 117000 Re8ch-1 15660 100-Yr FW 458.23 0 45 459 46 115.00 321.48 10234.03 444.49 1072.00 1089.00 1170.00 1187.00 Read-1 15680 .100-Yr 45830 45910 176.95 11000.00 1052.00 1240.00 R998h-1 15680 100-Yr FW 458.87 0.57 459.57 180.62 11000.00 1052.00 1052.00 1240.00 1240.00 React-1 15730 100-Yr 458.56 459.27 199.96 11000.00 1099.00 1307.00 Reath-1 15730 100-Yr FW 45909 0.52 459.71 202.90 1100000 1099.00 1099.00 1307.00 1470.00 R9905-1 16480 100-Yr 460.43 460.68 741.24 167002 5744.96 3585.03 1634.00 1722.00 R48ch-1: 16480 100-Yr FW 460.75 0.32 461 02 638.00 191659 6016.72 3067.70 1390.00 163400 1722.00 2028.00 14.99111-1:: 17600 100-Yr 462.08 462.91 731.75 2685.28 8157.69 957.03 1535.00 1610.00 Reach-1. 17600 100-Yr FW 462.39 031 463.20 615.00 2430.77 8188.48 1180.75 1255.00 1535.00 1610.00 187000 R89c1-1 17980 100-Yr 463.50 463.73 640.61 2657.19 7896.48 1246.33 1400.00 1590.00 If eat 11 17980 100-Yr FW 463.73 0.23 464.08 367.00 1373.71 9432.71 993.58 130500 1400.00 1590.00 1672.00 Oa, ch-1 18150 100.Yr 463.63 464.03 581.95 516630 5729.77 903.94 1480.00 1550.00 Reach-1 18150 100-Yr FW 463.79 016 464.55 328.00 343237 7314.00 1053.62 1321.00 1480.00 1550.00 1649.00 - Reach-1 18210 100-Yr 463.75 464.16 570.82 595342 4825.65 1020.94 1490.00 1545.00 Re9ch-1 18210., 100-YrFW 46391 0.16 464.82 310.00 3926.36 6491.92 1381.72 1340.00 1490.00 1545.00 1650.00 ,R60d1-1 18240 100-Yr 463.51 46442 532.66 3926.93 7118.00 755.07 148000 1553.00 Reads-1 18240 100-Yr FW 463.86 0.35 46505 335.00 2837.70 7991.26 971.04 1290.00 1480.00 155300 1625.00 Re9th-1' 18320 100-Yr 464.16 46476 576.72 4227.53 6420.93 1151.54 1510.00 1580.00 Read-1 18320.. 100-Yr FW 464.55 0.39 46544 33909 2738.57 7569.87 1491.56 1340.00 1510.00 1580.00 1740.00 Reath1-. 18450 100-Yr 464.52 465.17 590.73 3777.69 6660.19 1362.13 1465.00 1530.00 Re9ch-1 18450 100-Yr FW 465.32 0.80 465.87 474.76 3598.52 6500.10 170139 1245.00 1465.00 1530.00 1735.00 Reath-1 18500 100-Yr 464.15 465.63 563.68 1095.23 9915.22 789.55 4930.00 5025.00 Re5ch-1 18600: 100-Yr FW 465.09 0.94 46619 350.00 1152.51 9500.60 1146.89 4800.00 4930.00 5025.00 5150.00 Reeoh-1 18514 100-Yr 46419 465.69 148.66 1.78 11798.22 1513.00 1680.70 R0%481-1 18514 100-Yr FW 465.06 0.87 466.28 151.11 11800.00 1390.00 1513.00 168070 1795.00 Reach-1 18515 100-Yr : 464.12 465.76 143.26 1.92 11798.08 1513.00 1680.70 66c1-1 18515 100-YrFW : 46501 0.89 466.34 145.80 11800.00 1400.00 1513.00 1680.70 1790.00 4,389d1-1 : 18540 BRO ` 100-Yr 464.12 465.76 143.26 1.92 11798.08 1513.00 1680.70 .R(i9('s-1 18540 BRD 100-Y0 FW 465.01 0.89 466.34 145.80 11800.00 1400.00 1513.00 1680.70 1790.00 Ree9ch•1 18540 BRU . 100-Yr 464.47 46595 144.63 2.94 1179706 1513.00 1679.65 -1 18540 BRU 100-YrFW 465.23 0.76 466.47 146.25 11800.00 1410.00 1513.00 1679.65 1780.00 HEC-RAS Plan.Post-Project FW River.RIVER-1 Reach:Reach-1(Continued) River Ste Profile W.S.Elev Prof D98a WS-.® Top Wd8r Ad • •-.. - (BY (R) (5) 18565 100-Yr .__464 47 46595 144.63 11797.06 -_1513.00- 18565 100 Y FW 465 23 0 76 466 47 146.25- 11800 00 F r r r 1513 00 1780 00 'W"yiCii 100.Yr 464 42 466 00 8806 18566 100-Yr FW 465.18 0.75 466.53 ®i . .E r 147000 MIESE1=102110 172000 --- ---- R eact61 18600 100-Yr 466.04 466 62 553.59 2652.17 8467.82 680.01 1350 00 1500.00 Re6c1- 18600 100-Yr FW 466.23 0.19 466.82 265.00 1172.64 10007.92 619.43 1290.00 1350.00 1500.00 1555.00 MEMINI ryf�4eer�� -------- cli:Y��0� � 2663 68 :a 686.08- 1350 00 1500.00- ° 100-Yr FW �_ 290.00®r 9702.96 689 60 1350 00 1500 W ��� ------_ '"® :• r �� 180500 156800- 0 � 290 00 11111113153=MIIMIELI 1690.00 ®1 r r r 1980.00 f��ee4�-- ®- 1 all.1�100-Yr 100-Yr FW 469.28=MEM 1200.96 560.00 650.00 Reath-1 19550 100-Yr 468.63 469.57 634.01 86765 7438.99 3493.36 310.00 385.00 Reach-1 19550 100-Yr 6W 469.43 0.80 470 47 357.50 1318.07 8092.17 2389.76 172.50 310.00 385.00 530.00 Reatr-1 20000 100-Yr 470.54 471 09 578 11 2460.20 5918 54 3421.26 315 00 372.00 R68d1-1' 20000 100-Yr FW 471.33 0.79 471.86 370.00 2538.40 6044.33 3217.26 158.50 315.00 372.00 528.50 ( • 1 20540 100-Yr: 471.57 472.06 464.75 3346.82 8405.25 47.93 1497.00 1590.00 R89th-1 20540 100-Yr FW 472.25 068 472.69 370.00 3424.00 8345.14 30.86 122500 1497.00 1590.00 1595.00 • 1 20975 100-Yr 472.30 472.61 459.75 3527.39 8258.39 14.23 450.00 582.00 169861,-1 20975 : 100-Yr FW 472.88 058 473.14 350.00 3811.63 7988.37 22500 450.00 582.00 575.00 Reed61 21365 100-Yr 472.10 473.94 399.28 1098,70 10632.37 68.93 370.00 455.00 6ee816-1: 21365 100-Yr FW 472.56 0.47 474.33 250.00 1021.76 10778.24 205.00 370.00 455.00 455.00 pa ••1 21690 100-Yr 474.07 476.11 392.23 366.45 10193,76 1239.79 1190.00 1255.00 • 1 21690 100-Yr FW 474.33 0.26 476.47 200.00 462.78 10505.72 831.50 1122.50 1190.00 1255.00 1322.50 22220 100-Yr 477.12 478.22 327 40 624.56 9555.34 1620.10 7600 146.00 22770 100-Yr FW 477.39 0.27 478.65 180.00 590.13 10115.85 1094.02 32.00 76.00 146.00 212.00 Reath-1 22600 100-Yr 478.09 479.53 36350 3047.09 8288.00 464.91 1397.00 1447.00 19.0081-1: 22600 100-Yr FW 478.41 0.32 480.02 200.00 2964.05 8719.41 116.54 1260.00 139700 1447.00 1460.00 630.11.111:=1.111 481 58 1021299 1298.55- MINIE111- Reath-1 MEM=100-Yr FW 480.60 wilimmosaci 180.00®i :11ELEMEI®i 66 00 r:r r 173 00 MEM -1.101111111 MEM Reach-1 23900 100-Yr 482.63 483.15 367.04 883.11 10912.45 4.44 1215.00 138500 Reac8-1 23900 100-Yr 6W 482.93 0.30 48341 348.89 981.22 10813.19 5.59 1041.00 1215.00 1385.00 1391.00 (seem-1 24245 100-Yr. 483.20 483.83 310.84 402.76 10744.37 652,87 146.00 271.00 8131-1': 24245 100-Yr FW 483.42 022 484 06 220,00 444.15 10908.43 447.43 7900 146.00 271.00 299.00 41.', • 1 24660 100-Yr 484.05 485.03 328.37 162.47 11452.99 184.54 190.00 315.00 • 1 24660 100-Yr 6W _ 484.26 0.21 485.25 195.52 189.70 11610.30 114.00 190.00 315.00 314.00 R416011-1 24887 100-Yr 484.61 485.41 301.62 98.59 11024.57 676.84 98.00 208.00 f'fi aci61 24887 100-Yr FW 484,82 0.21 485.62 207.69 105.89 11133.53 562.57 65.00 98.00 208.00 275.00 yR$'bd1-1.. 24930 100-Yr 485.22 485.82 274.36 3362.76 8347.18 90.06 1312.00 1390.00 1 24930 100-Yr FW 485.45 0.23 486.01 230.00 3494.31 8233.81 71.88 1170.00 131200 139000 1400.00 ch-1 25020 100-Yr 485.05_ 486.14 257.36 111045 10272.22 417.32_ 184.00 263.00 Nill 25020 100-Yr FW 485.23 0.18 486.34 180.00 1067.57 10423.69 308.74 100.00 104.00 263.00 280.00 25085 100-Yr 484.08 487.10 247.30 262.78 11405.79 131.44 1537.00 1627.00 • 1 25085 100-Yr FW 484.05 -0.04 487.41 90.00_ 11800.00_ 1537.00 1537.00 1627.00 1627.00 `-° ®CENINI 48595- MMIESEIMMEIMIZIEI=EIZEI-11111111M 1623.00- 18e861-1 25135 100-Yr FW 485.79 -0.16 487.99 89.00 11800.00 1534.00 1534.00 1623.00 162300 Reach-1 25185 100-Yr 486.63 487.84 327.07 1540.03 7418,76 2841.21 1120.00 1164.20 R68d1-1 25185 100-Yr FW 486.88 0.25 488.31 174.00 113744 7889.85 2772.71 1085.00 1120.00 1164.20 1259.00 8aedr-1 25235 100-Yr 487.09 488.00 355.83 476.12 9207.78 2116.10 1079.30 1155.00 16ea66-1':. 25235 ...100-Yr 6W 487.42 0.33 488.49 155.45 9824.89 1975.11 1079.30 1079.30 1155.00 1234.75 EMEMIIIIMEIME 485.84- ®MME1 - Reat11-1 25285 100-Yr FW 486.19 0.35 489.31 130.08 31.43 10096.49 1672.08 969.60 1046.30 1092.90 1169.60 068001-' 1 25335 100-Yr 48866 489.18 410.04 31.04 10268.77 1500,20 1017.00 1150.00 N48811-1 -.25335 100-Yr 6W. 489.05 0.39 489.69 177.80 39.43 11273.42 487.15 983.50 1017.00 1150.00 1183.50 -1 25385 .100-Yr 488.82 489.25 477.93 107.45 9993.74 1698.81 1019.50 1168.30 °•'1 25385 :100-Yr 6W:.. 489.20 0.39 489.77 200.41 127.44 11167.84 504,72 983.00 1019.50 1168.30 1204.00 y°`--2 '1 25470 100-Yr 488.86 489,39 598.25 528.43 10607,30 664.27 1352.00 1472.00 *g�,, I 25470 100-Yr FW 489.32 0.47 489.87 232.00 390.10 10906.24 503.66 1317.00 1352.00 1472.00 1549.00 t4T ( •. 1 25485 BR D' 100-Yr 489.35 490.17 522.36 1415.59 7572.19 2811.39 1352.00 147200 fisoj.1 25485 BR17 100-Yr FW 489.53 0.19 490.83 232.00 14834 9319.84 2321.87 1317.00 1352.00 147200 1549.00 "°'a' HEGRAS Plan:Post-Project FW River:RIVER-1 Re h;Reach-1(Contrnued) §"+R89d3: „F et jest F,_F River RIe',,., ,W.S.E54E ,,P+6We8e WS E.G_Elev Toe Wdth Act ale# 0 6:64 1 4 Right E:c Ste L Ch Ste:L C8 St4 R= �EM1C 616 R,. ti''' (M'''. '"°,(rt)% (R) (h) (c1s)". (tk) :(d,) (n) ( oL (6)., ,.. (1) Reed-3-`?, 25485'BRU, 100.1`,i;, 489.79 490-17 56152 134191 7645.81 281146 1320.00 1440.00 Reach 1 25485'8F'243 10i7-,f,F1M:^ 490.69 0.69 491.09_-- 232.00 59.59 9405.52 2321.94 1317.00 1320.00 1440.00 1549 00 Reed>r1 25500:,:',' 1"! g u 489.79 490.17 717.02 44783 10383.69 96848- ---_-�- 1320.00 1440.00 R t .-1 e` 25500..;,- 1W.."' 490.69 0.89 491.10 232.00 18.69 1097340 807.91 1317.00 132000 1640.00 1549.00 F R�',.i'Yy 2 „, ,,L-{ 489.73 490.37 3%.85 1124.84 10334.87 340.29 1300.00 1395.00 RBtk2l `�"'p. �'"= 690,66 0.93 491.24 230.00 1063.53 10334.75 401.72 1232.50 1300.00 1395.00 1462.50 Reedt$n r�'k Y 'x #y ! ;�: 189.38 490.63 430.74 1151.% 9890.80 75725 1301.00 1370.00 1',.1'- 'O5 S,y a:.0�"F,ly,.;;:' 490.40 1.00 491.44 220.00 1319.93 9741.61 738.46 1225.50 1301.00 1370.00 1445.50 R a+ 490.09 4%.79 444.38 447.30 066426 878838.4486 68 x6 11230491 245 00 366.00 RM!'(ti `'rte FVY .. 490.90 0.81 491.57 220.00 524.19 1092128 354.53 1195.50 1215.00 13668.00 1415.50 R 1"%? r,_ 4%.23 490.86 459.32 1401.81 9809.01 589.15 1285.00 1383.00 Re f n )� ,( '; 49102 0.79 491.63 225.00 1435.07 9978.63 385.31 1227.00 7285.00 1383.00 1452.00 q,A mow: aA '3I10. i 7 490.63 490.95 502.64 802.41 7477.75 3519.84 1266.00 1345.00 Reab`- *'4 i?•.,Y'. 491.43 0.81 491.71 269.00 759.25 7154.30 3886.45 1225.00 1266.00 1345.00 1494.00 ° -;,01v4,-.:?....,.;` ';: 490.70 491.00 580.54 2075.57 5275.24 4549.19 124500 101.00 ""' - „4�,. 491.48 0.78 491.75 350.00 1975.13 5082.58 4842.29 112900 1245.00 1291.00 11428679..00 00 f +A"' pe,'f 490.82 491.57 421.68 590.38 6757.31 4552.30 1015.00 1090.00 Y > 491.51 0.73 492.27 247.00 129.31 6576.32 5194.38 1039.00 7045.00 1030.00 1286.00 $ 491.48 492.52 310.12 390.84 10885.18 623.97 1040.00 1140.00 47 4 +9a' 492.01 0.53 493.11 145.00 30.68 11399.97 469.35 1037.00 1040.00 1140.00 1182.00 , < 492.08 493.57 326.49 430.50 1081252 65688 1750.00 1826.00 - 492.56 0.47 494.13 110.00 362.66 71270.41 266.92 1733.00 1750.00 1826.00 1843.00 4 f wy A ? 492.56 491.28 320.75 18249 8681.49 1636.03 7023.00 1078.00 ^F ,Y4,°' 493.00 0.44 494.85 12440 221.10 9047.03 1231.86 1000.00 1023.00 1078.00 1125.50 1 rte, ° le Rr1 4' F" ,_ -'. 494.94 495.49 601.64 3335,63 6908.07 256.30 1926.00 1992.00 A d%.43 0.49 496.13 475.00 2722.96 7648.23 12881 1585.00 1926.00 1932.00 2000.00 ��5: 0 P 'r1Y {%.07 495.95 514.20 1080.56 9419.45 1950.00 2078.00 F„ "d �ek9°'( 4%.87 OM 4%.47 377.86 1047.12 9452.88 1615.W 1950.00 2078.00 2078.00 .„,,,„. .2'7^42~4-i '(eeflM 1,1.6,'-'1'1131 ,F ;i1'+ "Exy..: 495.07 4%.99 507 75 1393.15 9106.85 1950.00 2078.00 R '8866"1 ' 2'1865 L{`" d F"' 495.67 0.60 496.49 349.53 1466.85 9033.15 1615.00 1950.00 2078.00 2078.00 f l 2'75S5 BR.0 t 495.07 496.52 103.48 10500.00 1950.00 2078.00 k... .:,:'g...wl 49567 0.00 49655 344.68 1369.30 9130.71 1610.00 1%0.00 2078.00 2078.00 4 t t `no-9`3tfa ' *1 4%.27 496.16 514.68 1064.09 9416.91 1950.00 2078-00 7,$ i 495.81 0.54 496.63 380.34 1049.98 945002 1610.00 1%0.00 2078.00 2078.00 496.36 586.85 209401 8187.84 218.15 7926.00 1992.00 0.46 496.86 427.04 2045.46 8454,54 1564_% 1926.00 1992.00 1992.00 119LOMR Plan: 1) Post-Project FW 2) CorEff FW RS= 15160 15160 470 `-- Legend - WS 100-Yr FW-Post-Project FW 465 .. — — WS 100-Yr FW-CorEff FW • WS 100-Yr-Post-Project FW WS 100-Yr-CorEff FW 460 — _ Ground-CorEff FW • • Ineff-CorEff FW c • 455 - - - o Bank Sta-CorEff FW m ■ Ground-Post-Project FW w , Ineff-Post-Project FW i • 450 — • - - Bank Sta-Post-Project FW x-- 445 440 420 440 460 480 500 520 540 560 580 600 Station(ft) 119LOMR Plan: 1) Post-Project FW 2) CorEff FW RS= 15113 15113 470 --:-.- -- - - - Legend WS 100-Yr FW Post-Project FW 465 WS 100-Yr FW-CorEff FW WS 100-Yr-Post-Project FW • WS 100-Yr-CorEff FW 460 — -- — — — ' ��1����Z =\�O NL -CorEff FW c ��__.. _ X Ground-•orEff FW 455 Ineff-CorEff FW m • Bank Sta-CorEff FW w Encroachment-CorEff FW . S11Z�1�1\�\S«RSS.\\\lS�Otl\� -Post-Project FW Ground-Post-Project FW • Ineff-Post-Project FW 445 • Bank Sta-Post-Project FW Encroachment-Post-Project FW 440 1000 1100 1200 1300 1400 1500 Station(ft) 119LOMR Plan: 1) Post-Project FW 2)CorEff FW RS= 14820 14820 470 • Legend WS 100-Yr FW-Post-Project FW 465 WS 100-Yr FW-CorEff FW WS 100-Yr-Post-Project FW WS 100-Yr-CorEff FW a—A 460 Ground-CorEff FW • Ineff-CorEff FW • Bank Sta-CorEff FW 455 ca Encroachment-CorEff FW w ■ Ground-Post-Project FW • 450 Ineff-Post-Project FW • • Bank Sta-Post-Project FW Encroachment-Post-Project FW 445 U 440 -- — -- 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: 1) Post-Project FW 2) CorEff FW RS= 14495 14495 470 Legend WS 100-Yr FW Post-Project FW 465 WS 100-Yr FW-CorEff FW WS 100-Yr-Post-Project FW WS 100-Yr-CorEff FW 460 Ground-CorEff FW • Bank Sta-CorEff FW Encroachment-CorEff FW 455 ■ Ground-Post-Project FW • Bank Sta-Post-Project FW 450 Encroachment-Post-Project FW 445 440- — 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: 1)Post-Project FW 2) CorEff FW RS= 14170 14170 470 Legend WS 100-Yr FW TPost-Project FW 465 WS 100-Yr FW-CorEff FW WS 100-Yr-Post-Project FW 460 WS 100-Yr-CorEff FW Ground-CorEff FW • 455 Bank Sta-CorEff FW Encroachment-CorEff FW .7 • 450 Ground-Post-Project FW • Bank Sta-Post-Project FW Encroachment-Post-Project FW 445 440 — — 435 1400 1600 1800 2000 2200 2400 Station(ft) 119LOMR Plan: 1) Post-Project FW 2) CorEff FW RS=13829 13829 460 f Legend WS 100-Yr FW-CorEff FW WS 100-Yr FW-Post-Project FW 455 WS 100-Yr-CorEff FW • • WS 100-Yr-Post-Project FW Ground-CorEff FW • 450 Bank Sta CorEff FW Encroachment-CorEff FW Ground-Post-Project FW • 445 Bank Sta-Post-Project FW Encroachment-Post-Project FW 440 435 — — --- -- - 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: 1) Post-Project FW 2) CorEff FW RS=13620 13620 460 Legend WS 100-Yr FW-CorEff FW WS 100-Yr-CorEff FW 455 WS 100-Yr FW-Post-Project FW WS 100-Yr-Post-Project FW - Ground-CorEff FW 450 -r • Bank Sta-CorEff FW C - _ Encroachment-CorEff FW Ground-Post-Project FW 445 Bank Sta-Post-Project FW iEncroachment-Post-Project FW 440 435 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: 1) Post-Project FW 2) CorEff FW RS= 13339 13339 470 Legend WS 100-Yr FW-CorEff FW 465 WS 100-Yr-CorEff FW WS 100-Yr-Post-Project FW 460 WS 100-Yr FW-Post-Project FW -CorEff FW 455 Ground-CorEff FW A °- Ineff-CorEff FW I • •�� w 450 Bank Sta-CorEff FW kw.® f® ^ Encroachment-CorEffFW 445- -Post-Project FW Ground-Post-Project FW • Ineff-Post-Project FW 440 i Bank Sta-Post-Project FW Encroachment-Post-Project FW 435 — 1000 1500 2000 2500 3000 3500 4000 Station(ft) 119LOMR Plan: 1) Post-Project FW 2)CorEff FW RS=12820 12820 470 Legend 465 - WS 100-Yr FW-CorEff FW WS 100-Yr-CorEff FW WS 100-Yr FW-Post-Project FW • 460 WS 100-Yr-Post-Project FW Ground-CorEff FW • • 455 Bank Sta-CorEff FW Encroachment-CorEff FW w 450 -Post-Project FW Ground-Post-Project FW • 445 \®. Ineff-Post-Project FW • -.. I Bank Sta-Post-Project FW Encroachment-Post-Project FW 440 435 400 600 800 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: 1) Post-Project FW 2) CorEff FW RS= 12402 12402 470 • Legend 465 -_ WS 100-Yr FW-CorEff FW WS 100-Yr-CorEff FW WS 100-Yr FW-Post-Project FW • 460 WS 100-Yr-Post-Project FW -CorEff FW 455 Ground-CorEff FW • Ineff-CorEff FW m I • w 450 Bank Sta-CorEff FW *‘4; Encroachment-CorEff FW -Post-Project FW 445 l� • Ground-Post-Project FW Ineff-Post-Project FW 440 • Bank Sta-Post-Project FW Encroachment-Post-Project FW 435 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 Station(ft) 119LOMR Plan: 1) Post-Project FW 2)CorEff FW RS=11588 11588 470 • Legend WS 100-Yr FW-CorEff FW 465 WS 100-Yr-CorEff FW WS 100-Yr FW-Post-Project FW • 460 WS 100-Yr-Post-Project FW -CorEff FW 455 Ground-CorEff FW A Ineff-CorEff FW co • w 450 Bank Sta-CorEff FW \\\\\\___; Encroachment-CorEff FW Ground-Post-Project FW 445 • Ineff-Post-Project FW • Bank Sta-Post-Project FW 440 Encroachment-Post-Project FW 435 --600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: 1) Post-Project FW 2) CorEff FW RS=11453 11453 455 Legend - WS 100-Yr FW-Post-Project FW • WS 100-Yr FW-CorEff FW 450 WS 100-Yr-Post-Project FW WS 100-Yr-CorEff FW Ground-CorEff FW • Bank Sta-CorEff FW c 445 Encroachment-CorEff FW w Ground-Post-Project FW • Bank Sta-Post-Project FW Encroachment-Post-Project FW 440 435 — - .—___.------------- 1000 1050 1100 1150 1200 1250 1300 1350 1400 Station(ft) } c T o c rn 'o -• o 0 J CO 0 CO a 09981 r 091781 r OLZBI Loo ,\ 086�L om i 009L L 081791 - C`1 0 i 0 0.N co rn OELSI N (1 0 . =9 SEZS I £1154 a" OZBbI l 9617171 0 0 0L'lbl LL o 0 Q o 628EI W r OZ9£L _ u LL U c to 6£££l _ m N a a.• w �. .... OZ8Z1 E o i... _ a Z017Z1 0 c CV 2 889lL 9L?11 C °, 09801.2 06 O 801. 00901. - o o 0 0096 0098 - 0 000 -s i OOSL OSZL oi N- co t fi) V co N V' V V V V R (u)uoi.ene REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX J Fully Developed Hydraulic Output—Corrected Effective Model HEC-RAS Plan:CorEff Fully Dev River:RIVER-1 Reach Reach-1 Reach River Ste F Profile ()Total Mm-Ch El W.S.EIev Grit W.S. E.G.EIev ,•ELx.Slope Vet Chet .F1owArea ;Top Width '.3.-pede 'Ctl1'< _ (efs) (ft) (ft) (ft) . `(fl). . 'Mitt) '-(ffts) ''(sift) ( ,' ` ... Reach-1 7250 2-Yr F.D 5250 00, 423.52 434.27 430.13 434.53 0.001200 4.03 1302.82 232.72 0.30 Reach-1 7250 100-Yr F D. 18200.00 423 52, 440.72 434.41 441.32 0.001200 6.23 2922.19 269.92 0.33 Reach-1 7500 2-Yr F.D. 5250.001 423.67, 434.55 434.79 0.000942 3.96 1327.09 202.66 0.27 Reach-1 7500 100-Yr F D. 18200.00 423.67 441.02 441.63 0.001246 6.23 2922.04 277.99 0.34 Reach-1 8000 2-Yr F.D. 5250.00 424.02 435.01 435.24 0.000844 3.81 1377.56 20612 0.26 Reach-1 8000 100-Yr F.D. 18200.00 424.02 441.66 442.21 0.001092 5.97 3049.53 280.02 0.32 ,Reach-1 8500 2-Yr F.D. 5250.00 425.06 435.49 435.81 0.001422 4.55 1154.99 19495 0.33 Reach-1 8500 100-Yr F.D. 18200.00 425.06 442.21 442.89 0.001489 6.62 2750.90 272.97 0.37 Reach-1 9500 2-Yr F.D. 5250.00 426.97 437.18 437.61 0.002265 5.30 990.47 187.84 0.41 beach-1 9500 100-Yr F.D. 18200.00 426.97 443.76 44465 0.001801 7.13 2551.62 26010 0.40 J'leach-1 10500 2-Yr F.D. 5250.00 428.78 439.20 439.55 0.001657 4.71 111463 200.10 0.35 Reach-1- 10500 100-Yr F.D. 18200.00 428.78 445.52 446.25 0001594 6.85 2658.90 282.69 0.38 Reach-1 10850 2-Yr F.D. 5250.00 429.40 439.77 440.09 0.001449 4.57 1149.45 195.33 0.33 Rich-1 10850 100-Yr F.D. 18200.00 429.40 446.14 446.81 0.001567 6.56 2775.87 29033 0.37 Reach-1 10935 2-Yr F.D. 5350.00 429.60 439.89 436.44 440.22 0.001468 4.63 1156.62 194.89 0.33 Reach-1 10935 100-Yr F.O. 16600.00 429.60 44615 440.14 446.95 0.001198 6.22 2670.15 238.00 0.33 'Beach-1 10936 2-Yr F.D. 5350.00 429.60 439.87 440.23 0001897 4.81 1111.25 188.80 0.35 Reach-I - 10936 100-Yr F.O. 16600.00 429.60 446.33 446.97 0.001664 6.42 2584.87 232.00 0.34 Reach-I 10990 Bridge Reach-I 11044 2-Yr F.D. 5350.00 429.80 440.09 43660 440.44 0.001779 4.71 1134.96 188.97 0.34 Reach-1.' 11044 100-Yr F.D. 1660000 429.80 446.50 440.28 447.17 0.001756 6.55 253598 232.00 0.35 116c11-1. 11045 2-Yr F.D. 5350.00 429.80 440.13 436.54 440.45 0.001372 4.52 1184.49 19664 032 Reach-1 11045 100-Yr F.D. 16600.00 429.80 446.52 440.17 447.17 0.001153 6.49 2628.17 238.00 0.33 Reach-1 11070 2-Yr F.D. 5350.00 429.80 440.16 440.49 0.001489 4.63 1154.28 196.06 0.34 Reach-1 11070 100-Yr F.D. 16600.00 429.80 446.65 44723 0.001382 6.11 2725.04 294.62 0.35 Reach-1 11275 2-Yr F.D. 535000 430.31 440.58 440.89 0.002603 4.49 1192.04 200.66 032 Reach-1 11275 100-Yr F.D. 16600.00 430.31 446.99 447.59 0.002246 6.25 2707.75 267.98 0.33 e1 11276 2-Yr F.O. 5350.00 433.00 440.56 440.90 0.003057 4.72 1133.03 200.27 0.35 eh-1: 11276 100-Yr F.D.` 16600.00 433.00 446.97 447.60 0.002409 6.40 2646.12 267.43 0.34 Reath-1 11296 2-Yr F.D. 5350.00 433.00 440.62 440.96 0.002948 4.67 1146.80 200.88 0.34 Reach-1 11296 100-Yr F.D. 16600.00 433.00 447.02 447.65 0.002371 6.37 266063 267.81 034 :y('leach-1 11297 2-Yr F.D. 5350.00 435.00 439.99 439.99 441.41 0.032212 9.58 558.71 19657 1.00 ;reach-1 11297 100-Yr F.D. 16600.00 435.00 446.78 447.76 0.005078 7.97 2132.17 268.58 0.48 each-1 11299 2-Yr F.D. 5350.00 435.00 440.45 439.99 441.50 0.020050 625 648.81 200.15 0.81 Reach-1 11299 100-Yr F.D. 16600.00 435.00 446.79 447.76 0.005056 7.96 2135.37 268.68 0.48 ,Reach-1 11300 2-Yr F.D. 5350.00 435.00 442.70 442.70 444.05 0.035030 9.34 572.79 217.47 101 =Reach-1 11300 100-Yr F.D. 16600.00 435.00 44670 445.70 448.31 0.026371 13.06 1299.79 25918 0.99 7r. ilach-1 11301 2-Yr F.D. 5350.00 435.00 444.17 444.40 0.001274 3.81 1404.94 236.82 0.28 R ach-1 11301 100-Yr F.D. 16600.00 435.00 448.18 448.89 0.002336 6.76 2482.14 309.09 0.40 Reach-1 - 11313 2-Yr F.D. 5350.00 435.00 444.19 44441 0.001264 180 1409.16 237.10 0.27 Reach-1 11313 100-Yr F.D. 16600.00 43600 448.22 448.92 0.002305 6.73 2493.05 30924 0.39 Reach-1 11453 2-Yr F.D. 5350.00 43607 444.15 445.08 0.005175 8.28 82632 203.40 0.55 Reach-1 11453 100-Yr F.D. 16600.00 435.07 448.10 450.07 0.007215 13.16 1897.74 328.48 0.70 each-1 11588 2-Yr.F.D. 5350.00 435.14 445.37 443.72 445.80 0.003866 6.20 1198.04 361.51 040 #each-1 11588 100-Yr F.D. 16600.00 435.14 450.67 446.76 451.00 0.001787 606 4100.82 1144.56 0.30 ch-1 12402 2-Yr F.D. _ 5350.00 435.72 447.37 445.69 447.54 0.001730 4.65 2414.40 1214.91 0.27 )4ach-1. 12402 100-Yr F.D. 16600.00 435.72 451.54 44783 451.63 0.000670 3.73 7593.20 1441.78 0.18 ch-1 12820 2-Yr F.D 5350.00 436.00 447.90 447.97 0.000958 3.20 3077.63 1112.05 0.20 06 th-1 12820 100-Yr F.D. 16600.00 436.00 451.73 451.82 0.000626 3.37 7579.30 1210.53 0.17 . 1 13339 2-Yr F.D. 5350.00 437.15 449.18 449.18 449.74 0.005419 7.56 1585.89 1293.68 0.47 r " -4 13339 100-Yr F.D. 16600.00 437.15 452.21 450.47 452.37 0.001772 5.34 5944.03 2376.48 0.28 1 13620 2-Yr F.O. 5200.00 438.00 450.61 450.77 0.001423 4.12 2407.80 1108.02 0.25 #2kffich-1 r' 13620 '1 100-Yr F-D. 16050.00 438.00 452.91 453.13 0.001936 5.63 4999.63 1151.64 0.30 HEC-RAS Plan.CorEff Fully Dev River:RIVER-1 Reach:Reach-1(Continued) 'Reach River Ste Pro file a Total Min Ch EI W.S.,Elev Crit W.S- EG,Bev EG.Slope Vet Chnl Flow Area Top Width ''Fraude#C11( (.0r8) (ft) (ft) (ft) S,(ft) .(ft18) (Ws) WI ft) (ft) Reach-1 13829 2-Yr F.D. 5200.00 438.50 450.83 451.46 0.006204 750 1122 45 614.81 0.50 Reach-1 13829 100-Yr F.D. 16050 00 438.50 453 33 453.93 0.006203 8.90 3204.20 932.46 0.52 Reach-1 14170 2-Yr F.D. 5200.00 439.80 452.57 452.81 0.001833 4.901 1814.33 630.43 0.28 Reach-1 14170. 100-Yr F.D. 1605000 439.80 455.25 455 68 0.002918 7.31 3547.47 66180 0.37 Reach-1. 14495 2-Yr F.D. 5200.00 44030 453.24 453.80 0.005663 7.26 1152.34 554.75 0.40 Reach-1 14495 100-Yr F.D. 16050.00 440.30 456.20 456.76 0.004676 7.82 2903.69 62120 0.38 iReach-1 14820. 2-Yr.F.0. 5200.00 440.80 45496 45162 45525 0.003630 5.29 1658.76 642.07 0.32 re2ct-1 14820 100-Yr E.D. 16050.00 440.80 457.81 455.82 458.21 0004487 7.16 3772.03 850.67 0.38 Reach-1 15113 2-Yr F.D. 5200.00 440.00 455 49 445.83 455.73 0.000721 3.93 1322.40 110.73 0.20 Reach-1- 15113 100-Yr F.D. 16050.00 440.00 458.67 451.67 45084 0.002944 8.92 2011.23 378.00 042 R Reach-t- 15160 2-Yr F.D. 5200.00 4.40.00 455.58 445.66 455.77 0.000285 3.53 147144 127.45 0.16 ['loads-1'' 15160. 100-Yr F.D. 16050.00 440.00 458.88 45122 459.97 0.001304 8.38 1915.49 141.43 0.40 ‘each-1 15235 15235 Bridge 1 15310 2 Yr F.D. 5200.00 440.00 455.59 44566 455.78 0.000284 3.53 1473.14 127.50 0.18 1 15310 100-Yr F.D. 16050.00 440.00 459.02 451.22 460.09 0001267 8.29 1935.60 142.03 0.40 {"each-1 15600 2-Yr F.D. 5200.00 441.60 45058 448.76 455.89 0.001231 4.46 1167.07 126.40 0.26 Reach-I. 15600 100-Yr F.D. 16050.00 441.60 458.97 454.12 460.53 0.004426 1001 1603.52 129.00 0.50 Reach-1.'. 15605 Bridge Reach-1 15610 2-Yr F.D. 5200.00 441.60 45561 448.76 455.92 0.001217 4.44 1171.59 126.52 0.26 Reds-1'J. 15610 100-Yr F.D. 16050.00 441.60 461.34 454.12 462.44 0002584 8.40 1909.72 129.00 0.38 Reach-1 15630 2-Yr F.D. 5200.00 441.70 455-61 45596 0.001119 4.81 1198.26 163.78 0.26 R36ch-1 15630 100-Yr F.D. 16050.00 441.70 461.47 46249 0.002046 8.66 2304.63 211.48 037 (leach 1., 15640 2Yr F.D. 5200.00 441.70 455.65 455.97 0.001023 4.62 1251.20 160.64 0.25 Reath-1 15640 100-Yr F.D. 1605000 44170 461.53 462.52 0.001927 8.45 2334.59 209.38 0.36 Reach-1 - 15650 2-Yr F.D. 5200.00 441.70 45566 455.98 0.001019 4.62 1252.97 160.78 0.25 Reach-1 15650 100-Yr F D.:'. 16050.00 441.70 461.56 462.54 0.001917 8.44 2339.34 209.63 036 gach-1: 15660 2Yr F.D. 5200.00 441.70 455.59 456.03 0.001397 5.42 1084.79 140.93 0.29 1 15660 100.Yr F.D. 16050.00 441.70 461.32 462.67 0.002730 9.99 2022.10 189.09 0.43 1 15680 2-Yr F.D. 5200.00 441.73 45572 456.07 0.002007 4.73 1099.08 159.62 0.32 ▪Ch-1- 15680 100-Yr F.0, 16050.00 441.73 46106 462.77 0.002314 7.25 2246.85 377.97 0.37 4 Reath-t; 15730, 2Yr F.D. 5200.00 441.75 455.83 45618 0.002417 4.72 1100.96 184.22 0.34 Rech-1 15730 100-Yr F.D. 16050.00 441.75 462.19 462.89 0.002083 6.74 2469.90 467.56 0.35 e pth-1 16480 2-Yr F.D. 5280.00 442.70 457.34 457.70 0.001741 5.28 1644.31 665.28 0.30 Reach-1 16480 100-Yr F.D. 16250.00 442.70 463.58 46175 0.000667 4.59 6215.94 750.60 0.20 1 17600 2-Yr F.D. 5280.00 445.00 459.52 460.25 0.002847 6.94 879.15 359.49 039 Reach-1 17600 100-Yr F.D. 16250.00 44500 464.51 464.95 0.001763 7.15 4343.16 739.11 0.33 e4.;” each-1 17980 2-YrF.D. 5280.00 446.10 460.80 460.94 0.001013 3.33 2151.65 581.76 0.23 1. 17980 100-Yr F.D.- 16250.00 446.10 465.29 465.53 0.001003 4.67 4980.41 665.98 0.25 Reach-1 18150 2-Yr 10 5280.00 446.60 460.89 46123 0.001878 5.50 1658.23 52640 0.32 'Reach-1 18150 100-Yr F.D. 16250.00 446.60 465.41 465.79 0.001745 6.88 4242.23 618.67 032 ch t 18210 2-Yr F.D. 5280.00 446.80 460.98 461.38 0.002645 6.29 1544.77 512.75 0.36 3each-1 18210 100-Yr F.D. 16250.00 446.80 465.52 465.91 0.002114 7.32 4082.85 612.89 0.35 Mach-1 18240 . 2-Yr F.D. 5280.00 446.90 460.38 458.31 461.83 0.008674 9.80 668.65 460.50 0.64 aac+-1 18240 100-Yr:F.D. 16250.00 446.90 465.38 466.09 0.003575 8.95 3249.46 585.62 0.45 41-1 18320 2-Yr F.D. 5280.00 447.10 461.77 457.88 462.28 0.002730 6.45 1390.63 518.38 0.38 tre*:/1-1 18320 100-Yr F.D.' 16250.00 447.10 465.80 466.35 0.002631 8.08 3674.74 615.22 0.39 t"'dt-1: 18450 2-Yr F.D 5280.00 447.50 462.09 462.63 0.002517 6.52 1352.88 507.91 0.36 acti-1. ' 18450. 100-Yr F.D. 16250.00 447.50 466.10 466.71 0.002698 8.46 3670.32 653.38 0.40 -T. 16500 : 2-Yr FD: 5260.00 447.60 46208 462.85 0.003952 7.11 785.77 215.89 0.45 t `18500`' 100-Yr F.D. 16250.00 447.60 465.92 467.04 0.004619 10.05 2796.83 647.34 0.52 }'- 18514 2-Yr F.D. 6280.00 448.68 462.51 462.97 0.000814 5.48 964.24 13517 0.36 i red ch-.11 18514 100-Yr F.D. 16250.00 448.68 465.47 467.58 0.002690 11.66 1399.25 156.66 0.68 HEC-RAS Plan-.CorEf1 Fully Dev River:RIVER-1 Reach Reach-1(Continued) Reach River Sta Profile :0 Total' 'Weal E1.: ;°W-6,Efev' ,`Cr t W.S.". ,E.G.EIev E.G.Slope Vel Clint ,f bwrArea -Top Width Fraude#Chl (cfs) ' (ft) F(fl) ''',' ;(1[)' 8(ft) (fl/R) :: (Na)' 'iae ft) (ft) :... Reach-1 18515 2-Yr F.D. 5280 00 448.68 462.49 462.99 0.001105 5.68 929.33 130.07 0.37 Reach-1 18515 100-Yr F.D. 16250.00 448.68 465.38 467.69 0.003983 1221 1336.94 151.06 0.72 Reach-1 18540 Bridge - 3each-1 18565 2-Yr F.D. 5280.00 448.49 462.57 456.92 463.05 0.001031 5.55 951.62 130.03 0.36 Reach-1 18565 100-Yr F.D. 16250.00 448.49 465.95 463.13 467.96 0.003296 11.39 143325 153.60 0.65 Reach-1 18566 2-Yr F.D. 5280.00 448.49 46257 463.05 0000677 5.58 985.24 135.03 0.34 Reach-1 18566 100-Yr F.D. 16250.00 448.49 465.82 468.09 0.002104 12.23 1463.64 157.83 0.63 Reach-1 18600 2-Yr F.D. 5280.00 447.40 462.81 463.14 0.002148 4.77 1387.09 420.60 0.32 Reach-1 18600 100-Yr F.D. 16250.00 447.40 468.40 468.73 0001282 5.52 4375.63 613.06 0.28 :Reach-1 18615 2-Yr ED 5280.00 447.40 462.85 463.17 0.002095 4.73 1403.21 422.83 0.32 Reach-1 18615 100-Yr P.O... 16250.00 44740 468.42 468.75 0.001272 5.50 4389.22 613.60 0.28 Reach-1 18650 - - 2-Yr F.D. 5280.00 447.50 462.53 457.85 463.70 0.004891 8.68 615.57 125.56 0.49 Reach-1 18650 100-Yr F.D. 16250.00 447.50 468.35 468.94 0.002450 8.30 3960.03 774.46 0.37 Reach-1 : 19160 .. 2-Yr F.D. 5250.00 449.00 464.71 465.14 0.001711 541 1289.03 522.71 0.30 Reach-I 19160 100-Yr F.D. ' 16500.00 449.00 469.29 469.96 0.002200 7.92 3918.79 617.62 0.37 Reach-1 19550 2-Yr F.D. 5250.00 450.20 465.33 463.37 466.68 0.008600 9.49 712.97 348.48 0.63 Beach-1.. 19550 100-Yr F.D. 16500.00 450.20 470.22 471.05 0.004442 9.68 3527.17 678.25 0.49 Reach-1 20000 2-Yr F.D. 5250.00 451.00 468.00 468.40 0.002133 002 1753.34 51008 0.33 Reath-1 20000 100-Yr F.D. 16500.00 451.00 471.86 472.49 0.003088 8.94 3917.62 593.08 0.42 Reach-1: 20540 2-Yr F.D. 5250.00 452.60 468.83 469.08 0.000930 4.34 1868.20 418.44 0.23 Retch-1 20540 100-Yr F.D. 16500.00 452.60 472.96 473.61 0.001953 7.77 3741.17 490.44 0.35 Reach-1 20975 2-Yr F.D. 5150.00 454.00 469.28 469.41 0.000620 3.26 2279.82 362.22 0.19 Reach-1 20975 100-Yr.F.D. 16100.00 454.00 473.86 474.25 0.001245 5.94 4266.66 489.28 0.28 Reach-1 ` 21365. 2-Yr F.D. 5150.00 455.00 469.26 470.13 0.004051 7.48 688.06 8106 0.45 Reach-1 21365 100-Yr F.D. 16100.00 455.00 473.76 472.66 475.61 0.006213 12.10 2222.64 473.99 0.60 Reach-1 21690 2-Yr F.D. 5150.00 455.90 470.53 471.67 0.005031 8.57 613.00 112.82 0.50 Reach-1 21690 - 100-Yr F.D.- 16100.00 455.90 475.52 474.95 477.71 0.006932 13.42 2139.98 435.72 0.63 0each-1, 22720 < 2-Yr F.D. 5150.00 457.30 472.69 473.45 0.002313 7.04 811.02 164.50 0.39 R;ead1-4 22220 100-Yr F.D.- 16100.00 457.30 478.67 480.01 0.002847 10.60 2546.78 355.76 0.46 Reach-1' 22600`' 2-Yr F.D. 5150.00 458.60 473.43 469.55 474.98 0.005529 10.08 591.18 182.27 0.55 Reach-1- 22600 :100-Yr F.D. 16100.00 458.60 479.86 481.34 0.004261 12.08 2571.44 428.82 0.53 Reach-1:. 23170 2-Yr F.D. 5150.00 459.60 476.14 476.88 0.002076 6.97 827.11 136.24 0.37 ,Reach-1 23170` 100-Yr F.D. 16100.00 459.60 481.78 483.59 0.003517 11.93 2165.26 317.56 0.51 Reach-1 23900 ' 2-Yr F.D. 5150.00 463.00 478.03 478.41 0.002012 4.92 1045.89 169.29 0.35 React-1 23900 100-Yr F.D. 16100.00 463.00 484.62 485.21 0.001379 6.53 3164.14 378.64 0.32 Reach-1- 24245 - 2-Yr F.D. 5150.00 464.30 478.79 479.13 0.001240 4.75 1175.68 186.42 0.29 Reach-1 24245 100-Yr F D. 16100.00 464.30 485.13 485.92 0.001492 7.57 2904.75 355.80 0.35 Reach-1. 24660 2-Yr P.O. 5150.00 465.70 479.68 480.21 0.002959 5.88 875.48 122.16 0.39 Reach-1 24660 100-Yr F.D. 16100.00 465.70 486.02 487.12 0002881 8.79 2465.12 450.62 0.42 Reach-1 24887 2-Yr F.D. 5050.00 465.90 480.14 480.54 0.001640 5.07 996.73 117.72 0.30 Reach-1 24887 100-Yr F.D. 15500.00 46590 486.60 487.49 0.001994 8.00 2662.07 381.29 0.36 R8aeh-1 24930 2-Yr F.D. 5050.00 466.40 480.54 480.88 0.001431 513 1309.97 198.04 0.28 Reach-1 24930 100-Yr F.D. 15500.00 466.40 487.20 487.89 0.001720 7.85 2995.58 326.00 034 Reach-1 25020 2-Yr F.D. 5050.00 466.80 480.50 481.10 0.002147 6.27 863.93 129.31 0.35 13,i3aoh-1 -25020 : 100-Yr F.D. 15500.00 466.80 48701 488.22 0.002622 9.67 2358.23 300.32 0.42 Reach-t 25085 2-Yr F.D. 5050.00 467.10 479.93 481.81 0.010119 11.00 458.98 66.65 074 Reach-1 -25085 100-Yr F.D.> 15500.00 467.10 486.56 485.67 488.85 0.006921 13.00 1701.37 324.81 0.68 hac1-7- 25135 2-YrFD. 5050.00 467.00 481.11 482.25 0.005646 8.58 588.86 80.21 0.56 Reach-1 25135 100-Yr F.D. 15500.00 467.00 487.28 484.90 489.18 0.005170 11.84 1863.42 360.11 0.59 erdach-1 25185 2-Yr F.D. . 5050.00 467.60 481.10 478.61 482.67 0.006046 10.52 655.40 177.46 0.59 e'th-1 25185 100-YrF.D. 15500.00 467.60 488.11 489.45 0.003765 11.86 2569.63 363.87 0.51 Reach-1 25235? 2-Yr F.D. 5050.00 467.90 482.26 482.94 0.002400 6.79 902.29 194.14 0.39 liEC-RAS Plan.CorEff Fully Den River.RIVER-1 Reach:Reach-1(Continued) Reach River Sta Profile 'Q Total,., Mai Ch E7 ,`W-S.Eiev:`,. Crit'W.S.' ED,E1ev 'E G7Siope. ;.VletChhi ,.;,Flaw Area;..T4*11,-. 'Froede#Chi' ccrs) ,y (5) {ft) (fl) (ft) :7018)''', ;..#tis) -!:4.$4 it)P., H,'''''''',..4r' Reach-1 25235 100-Yr F.D 15500.00 467.90 488.55 48962 0.002398 9.57 2786.60 405.14 0.43 Reach-1 25285 2-Yr F.D. 505000 467 40 481.58 478.51 48351 0.007282 11.19 470.76 92.14 0.63 Reach-1 25285 100-Yr F.D. 15500.00 467 40 487.45 487 45 490.40 0007929 15.86 1774.36 344.25 0.71 Reach-1 25335 2-Yr F.D. 5050 00 467.30 483.42 483.83 0.001904 5.17 1011.59 193.05 0.34 Reach-1 25335 100-Yr F.D. 15500.00 467.30 490,13 490.75 0.001421 6.88 3280.35 451.89 0.32 Reach-1 25385 2-Yr F.D. 5050.00 467.90 483.52 483.93 0.002210 5.20 1016.74 222.42 0.36 Reach-1- 25385 100-Yr F.D. 15500.00 467.90 490.33 490.83 0.001235 627 3700.39 521.54 0.30 Reach-I 25470 2-Yr F.D. 5050.00 468.00 483.76 476.69 484.09 6001050 4.56 1107.26 154.41 0.26 Reach-1 25470 100-Yr F.D. 15500.00 468.00 490.38 482.57 49097 0.001127 6.77 3839.50 729.42 0.30 Reach-1 25485 Bridge Reach-1.. 25500 2-Yr F.D. 505060 468.70 484.10 475.64 484.34 0.000623 190 1293.39 149.94 0,21 Reach-1 25500 100-Yr F.D. 1550600 468.70 490.87 481,18 491.35 0.000790 6.08 4354.72 775.91 626 Reach-1 25585 ': 2 Yr F.D. 5050.00 468.90 484.09 484.49 0.001129 5.10 1085.95 163.77 0.28 Reach-1 25585 e' 100-Yr F.D. 15500.00 468.90 490.75 491.64 0.001497 8.20 3105.52 623.07 0.35 Reach-1 25635 2-YrF.D.. 5050.00 468.80 483.81 484.74 0.003341 7.82 700.82 111.15 0.46 Reach-1- 25635 100-Yr F.D. 15500.00 468.80 490.35 491.95 0.003426 11.34 2431.69 490.95 0,50 Reach- -1 25685 2-Yr F.D. 5050.00 469.10 484.33 484.93 0.003000 6.22 815.96 130.29 0.42 Reach-I 25685 100-Yr FA. 15500.00 469.10 491.26 492.15 0.001995 8.13 2904.82 570.28 039 Reach-1 25725`! 2-Yr F.D. 5050.00 468.50 484.57 48603 6001743 5.60 1017.51 149.81 0.33 Reach-1 25725 100-Yr F.D. 15500.00 468.50 491.38 492.23 0.001814 8.19 3193.28 583.64 0.37 Reach-1 25785 2-Yr F.D. 5050.00 469.10 484.91 485.12 0.000702 4.18 1823.95 271.30 0.22 Reach-1 25785 100-Yr F.D. 15500.00 469.10 491.92 492.34 0.000898 6.52 4621.49 631.81 0.27 Reach-1-: 25820 2-Yr F.D. 4800.00 468.40 484.87 485.22 0.001249 5.64 1571.65 338.59 0.28 Reach-1- 25820 100-Yr F.D. 14450.00 468.40 492.13 49241 0.000834 6.24 5070.40 585.00 0.25 Reach-1 26170 2 Yr F.D. 4800.00 470.20 485.16 485.96 0.002999 788 968.03 238.33 0.42 Reach-1 26170. 100-Yr F.D. 14450.00 470.20 492.23 492.93 0002033 900 3333.27 450.00 0.37 Reach-1 26550. 2-Yr F.D. 480000 471.10 486.42 487.02 0.002508 6.21 793.49 125.39 039 Reach-1 26550 100-Yr F.D. 14450.00 471.10 492.75 493.88 0.002405 9.07 2256.18 370.29 043 R(#ach-1. 26880''- 2-Yr F.D. 4800.00 472.90 487.17 48792 0002697 7.00 700.96 99.18 0.41 IeACh-1r 26880. 100-Yr F.D. 14450.00 472.90 493.36 494.90 0.003148 10.73 2074.44 420.38 0.49 Reach-1- 27050. 2-Yr F.D. 3750.00 473.00 487.59 488.53 0.004480 7.78 495.26 94.66 0.46 Reach-I 27050 100-Yr F.D. 11250.00 47100 494.43 495.44 0.003015 9,39 2128.56 459.08 042 Reach-1 '. 27400= 2-Yr F.D. 3750.00 473.90 48617 489.80 0.002087 6.34 598.86 80.94 0.35 Reach-I 27400 100-Yr F.D. 11250.00 473.90 495.80 496,23 0001273 6.59 3246.78 623.61 030 Reach-I 27540 2-Yr F.D. 375060 475.00 489.59 483.65 490.14 0.002448 5.92 633.35 83.68 038 Reach-1 27540 , 100-Yr F.D. 11250.00 475.00 495.89 490.49 496.61 0.002249 7.42 2291.18 593.77 0.38 Reach-1. 27555 Bridge Reach-1 27570 2-Yr F!0. 3750.00 475.20 489.71 483.83 490.27 0.002511 5.99 626.50 82.95 0.38 Mc11-1 27570 100-Yr F.D. 11250.00 47520 496.01 49068 496.76 0.002330 7.52 2242.52 585.77 0.39 Reach-1 27620. 2-Yr F.D. 3750.00 475.50 489.68 490.47 0.002922 7.11 528.58 60.11 041 Reach-1:: 27620 100-Yr F.D. 11250.00 475.50 496.09 496.89 0.002370 8.47 2447.88 596.32 0.40 • 119LOMR Plan: Corrected Effective Fully Developed 12/14/2012 RS=15160 15160 .035 470 Legend WS 100-Yr F.D. 465 WS 2-Yr F.D. r._ _. ■ . Ground r Ineff • 460 I ,._ Bank Sta :. 455 -i--- m w i 450 1- ___ ,._ _ —j 445 r 440 , ■ 1 , ' . i i i i 420 40 460 480 500 520 540 560 580 600 Station(ft) 119LOMR Plan: Corrected Effective Fully Developed 12/14/2012 RS=15113 15113 E-.02 a< .05 >< .05 > 470 i Legend i WS 100-Yr F.D. F _ J _ WS 2-Yr F.D. 465 --. , (_ _• _ • Ground Ineff 460 }__ . .. • Bank Sta % 455 as : ..... d • _ ___ w 450 = � 1.-. _ _ 1 4451 r •,-- — - - -.. --I } 440 i I ? i ', i ; i i._ 1000 1100 1200 1300 1400 1500 Station(ft) 119LOMR Plan: Corrected Effective Fully Developed 12/14/2012 RS=14820 14820 F—.07—>.< .07 -- —> 470--- 8 A-- 5 Legend :_-_: WS 100-Yr F.D. 465— , - WS 2-Yr F.D. _ Ground r . ' -.:....._.. Ineff 460- ; : ' Bank Sta I ° 455- co w i r 450 ' .- i- 445-- -i•-• — { __ r 1 i t 440 . , , ; ; , , , , , 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: Corrected Effective Fully Developed 12/14/2012 RS=14495 14495 •E .07 >.k .05 470 0 ; 7 .__. Legend WS 100-Yr F.D. 465 - -- ?-- •1-- _. > _._._ . WS 2-Yr F.D. Ground I - Bank Sta 460 i i as 455 + -+ a) 450 .--. 445— '--- — — ' - 1 _ , .a ,_ 440 Vi i i , i i , , : , i i i , , ; ; ■ , 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Corrected Effective Fully Developed 12/14/2012 RS=14170 14170 .06 >-(.05 .< .06 470 --- .._. __._ ,_3 Legend --- • __ , WS 100-Yr F.D. 465- WS 2-Yr F.D. - • Ground 1 - ■ - Groun . . - • 460- f , Bank Sta Z. 455 w450 — T ' +_ --+ }. 1 . t 445 -T__;-H---- - -4._ ,__ ,77-4-7±7_77_—, i -7 ,_ 4 1400 1600 1800 2000 2200 2400 Station(ft) 119LOMR Plan: Corrected Effective Fully Developed 12/14/2012 RS=13829 13829 I< .06 +055 .06 > 460 d ; WS 100YrFD z ,- WS 2-Yr F.D. 455 —' ;._.-_ _.,- ;___;_., _.--h. i--_y_-±-.. __ ■ d Groun • I - , i_ Bank Sta 450- __ . + - ; I- m 1_ 1 H W 1 445 a I _ _--< r 4 440 _ 4 i I 435 i . i i i i i i i ; i i 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Corrected Effective Fully Developed 12/14/2012 RS=13620 13620 < .06 a . .06 456 0 5 Legend , a 5 454—_ WS 100 Yr F.D. WS 2-Yr F.D. ■ 452 : Groun d _ : i Bank Sta s - 450 , - 448-- c o as d 446 - w 444- .-..._ : . . 442--= — __ : — -- 440 . . 438 1 , , , , , , , 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Corrected Effective Fully Developed 12/14/2012 RS=13339 13339 .06 k .06 470 ; , 0 5 Legend .- t 5 , WS 100-Yr F.D. 465 ; _ ` WS F D _: ; 2 Yr F.D. t ? • i , i Ground nd i A 460 4 i : neff _ r Bank Sta x 455 : { — 1 i • i ����` w 450 r ice` . : 445 f---r �. - , 440— , .— —----{- — ___ __ _ _ ,_... .. l 4 .. --- ' i _ _ 435 t ! i I . , i . i , , , , , i ) i t ! i i I 1000 1500 2000 2500 3000 3500 4000 Station(ft) 119LOMR Plan: Corrected Effective Fully Developed 12/14/2012 RS=12820 12820 -‹ �� �----.ws ' . <—.06 ' 470- o � Legend ` `�--� —� • VVS1O0-YrF.D. 465 wS2-Yrpo. Ground • 460 Bank ma 400 600 800 1000 1200 1400 1600 100 2000 2200 Station(ft) 119L[>K8R Plan: Corrected Effective Fully Developed 12/14/2012 RS=1x4oc 12402 <'' .06 � � L�O6 0 �4ro • � Legend VYS1O04\F.D. `"^ vvSu-YrF.o. • Ground 460 {meff BankSuu ---r--- �� 455 ---��' 77/0/7/11) , f - ' t :F ---i- , w 460- ii 'vim i :- 7 445- - *0 '-- 435 � 1 � | i | | I i i ' 10 0 o 1200 1400 1600 1800 2000 2200 2400 2808 Station(ft) 119LOMR Plan: Corrected Effective Fully Developed 12/14/2012 RS=11588 11588 a .06 > < .06 > 470 ; A 0 ;- .; , ,._ , ', Legend 5 465 .�_ . f WS 100-Yr F.D. . WS 2-Yr F.D. . ; ° ; _ - _ i r- ;_ , round • 460- i Ineff t. F ' _ ` Bank Sta , 455— __ ___ _ __�__. �. _---� _- � . _ o - w I w :::I - t t i r . I :IiT : 440--_ ___ _ ; _ ; __ _:_.. 435 i i , ■ i ; , 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Corrected Effective Fully Developed 12/14/2012 RS=11453 11453 t .065 ><.05+.04 *-.05->< .065 > 455 Legend . WS 100-Yr F.D. ... WS 2-Yr F.D. • Ground 450— •Bank Sta .._... r ....m _ _.-__---A.... . f.. _._.._.. ....; .._.... ._......j..-. _-_......_. z. C 445 a> W 440-_._ I + --i- __. i ' -_ 435 i I i i I 1000 1050 1100 1150 1200 1250 1300 1350 1400 Station(ft) O U- c >- c cn '0 } •o y O N J CO> A 0998 I. r OS681 r OlZ8l 00 086L1 om 1\\\1..4 009L I. N N- C) 08691 d 00 0 N - : (0 0£L91 V).- '14' 174; S£ZS l £li1Sl 1. a o OZ841 > 96t74 N 0 011171. 0 T O 6Z8£1 ° g N t OZ9C I. a) _> v c as al a) y 6£££l - a W . cc -a w OZBZI• c U fY y s i.12 ZOVZI' c� O L ._ t - m U N 2 CtS 89911 E. 9LZ11 Fes++m la °aorr 0660I. 09801 - 0090I. J '.. ! o 0, _ .... .00 0096 0098 I o o 0008 om I _ ■ OOSL E 09ZL 0 0 0 0 0 0 I� co to V Cr) N V 'R 7 V V (u)uoljenei3 REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX K Fully Developed Hydraulic Output—Existing Conditions Model HEC-RAS Plan Pre Project ED Rver RIVER-1 Reach Reach-1 Reach r Rlver Sta Profile ()Total .Min Ch E1 'WWS,Elev Grit W.S. .`EGFEIev ;EG:Slope >'.Ve!.Chril Ftov+Area :Top Width i Froede kCht � (cis) f la {ft) �"(ft) �' a d) ' :( sj, °l r'�9 h)- (ft' „ Reach-1 7250 12-Yr F.D. _ 5250 00, 423.52 434.27 430.13 434.53 0.001200 4.03 1302.82 232.72 0.30 Reach-1 7250 ;100-Yr F D 18200 00 423.52 440.72 434.41 441.32 0.001200 6.23 2922.19 269.92 0.33 Reach-1 7500 2-Yr F D 5250.00 423.67 434.55 434.79 0.000942 3.96 1327.09 202.66 0.27 Reach-1 7500 100-Yr F D 18200.00 423.67 441.02 441.63 0.001246 6.23 2922.04 277.99 0.34 Reach-1 8000 2-Yr F.D. 5250.00 42482 435.01 435.24 0.000844 3.81 1377.56 205.12 0.26 Reach-1 8000 100-Yr F.D. 18200.00 424.02 441.66 442.21 0.001092 5.97 3049.53 28802 0.32 Reach-1 8500 2-Yr F.D. 5250.00 42506 435.49 435.81 0.001422 4.55 1154.99 194.95 0.33 Reach-1 8500 100-Yr F.D. 18200.00 425.06 442.21 442.89 0.001489 6.62 2750.90 272.97 0.37 Reach-1 9500 2-Yr F.D. 5250.00 426.97 437.18 437.61 0.002265 5.30 99047 187.84 0.41 Reach-1 9500 100-Yr F.D. 18200.00 426.97 443.76 444.55 0.001801 7.13 2551.62 260.30 0.40 Rich-1 10500 2-Yr F.D. 5250.00 428.78 439.20 439.55 0.001657 4.71 1114.83 200.10 0.35 Reach-1 10500 - 100-Yr F.D. 18200.00 428.78 445.52 446.25 0.001594 6.85 2658.90 282.69 0.38 Reach-1 10850 2-Yr F.D. 5250.00 429.40 439.77 440.09 0.001449 4.57 1149.45 195.33 0.33 Reach-1 10850- 100-Yr F.D. 18200.00 429.40 446.14 446.81 0.001567 856 2775.87 290.33 0.37 Reach-1 ` 10935 2-Yr F.D. 5350.00 429.60 439.89 436.44 440.22 0.001468 4.63 1156.62 194.89 0.33 Reach-1'. 10935 100-Yr F.D. 16600.00 429.60 446.35 440.14 446.95 0.001198 6.22 2670.15 238.00 0.33 Reach-I 10936 2-Yr F.O. 5350.00 429.60 439.87 440.23 0.001897 4.81 111125 188.80 0.35 Reach-4. 10936 100-Yr F.D. 16600.00 429.60 44833 446.97 0.001664 6.42 2584.87 232.00 0.34 Reach-1: 10990 Bridge Reach-1- 11044 2-Yr F.D. 5350.00 429.80 440.09 436.60 440.44 0001779 4.71 1134.96 188.97 834 - Reach-1 11044 100-Yr F.D. 1660080 429.80 44850 440.28 447.17 0001756 6.55 2535.98 232.00 0.35 Reach-1": 11045 2-YrF.D. 5350.00 429.80 440.13 436.54 440.45 0.001372 4.52 1184.49 196.64 0.32 Reach-1 11045 100-Yr F.D. 16600.00 429.80 446.52 440.17 447.17 0.001153 6.49 2628.17 238.00 0.33 Reach-1 11070 2-Yr F.D. 5350.00 429.80 44016 440.49 0.001489 4.63 1154.28 196.06 0.34 Reach-1 11070 100-Yr F.D. 16600.00 429.80 446.65 447.23 0.001382 6.11 2725.04 294.62 0.35 Reach-1: 11275 2-Yr F.D. 5350.00 430.31 440.58 440.89 0.002603 4.49 1192.04 200.66 0.32 Reach-1.. 11275 100-Yr F.D. 16600.00 430.31 446.99 447.59 0.002246 6.25 2707.75 267.98 0.33 Reach 1`. 11276.. 2-Yr F.D. 5350.00 433.00 440.56 440.90 0.003057 4.72 1133.03 200.27 0.35 Reach-1 11276 100-Yr F.D. 1660000 433.00 446.97 447.60 0.002409 6.40 2646.12 267.43 0.34 Reach-1 11296 2-Yr F.D. 5350.00 433.00 440.62 440.96 0.002948 4.67 1146.80 200.88 0.34 each-1 11296 100-Yr F.D. 16600.00 433.00 447.02 447.65 0.002371 6.37 2660.63 267.81 0.34 Reach 1< 11297 -` 2-Yr F.D. 5350.00 435.00 439.99 439.99 441.41 0.032212 9.58 558.71 196.57 1.00 Reach-1 11297. 100-Yr F.D. 16600.00 435.00 446.78 447.76 0.005078 7.97 2132.17 268.58 0.48 Reach-1- 11299 '2-Yr F.D. 5350.00 435.00 440.45 439.99 441.50 0.020050 8.25 648.81 200.15 0.81 Reach 1 11299 100-Yr F.D. 16600.00 435.00 446.79 447.76 0.005056 7.96 2135.37 268.68 0.48 Reach 1; 11300 2-Yr F.D. 5350.00 435.00 442.70 442.70 44485 0.035030 9.34 572.79 217.47 1.01 Reach-1 11300 100-Yr F.D. 16600.00 435.00 445.70 445.70 448.31 0.026371 13.06 1299.79 259.18 0.99 Reach-1.` 11301 2-Yr F.D. 5350.00 435.00 444.17 444.40 0.001274 3.81 1404.94 236.82 0.28 Reach-1' 11301 100-Yr F.D. 16600.00 435.00 448.18 44889 0.002336 6.76 2482.14 309.09 0.40 Reach-1 11313 2-Yr F.D. 535000 435.00 444.19 444.41 0.001264 3.80 1409.16 237.10 0.27 Reach-1 11313 100-Yr F.D. 16600.00 435.00 448.22 448.92 0.002305 873 2493.05 309.24 0.39 ;leach-1. 11453 2-Yr F.D. 535800 435.07 444.15 445.08 0.005175 8.28 825.32 203.40 0.55 Reach-1 11453 100-Yr F.D. 1660000 435.07 448.10 450.07 0.007215 13.16 1897.74 328.48 0.70 :Reactt-1.. 11588 2-Yr F.D. 5350.00 43314 445.37 443.72 44380 0.003866 6.20 1198.04 361.51 0.40 Reach-1 11588 - 100-Yr F.D. 16600.00 435.14 450.67 446.76 451.00 0.001787 6.06 4100.82 114436 0.30 w.. Reach-1:. 12402.- : 2-Yr F.D. : 5350.00 435.72 447.37 445.69 447.54 0.001730 4.65 2414.40 1214.91 0.27 Reach-1.' 12402 100-Yr F.D. 16600.00 435.72 451.54 447.83 451.63 0.000670 3.73 7593.20 1441.78 0.18 each-1 12820 2 Yr F.D. 535080 436.00 447.90 447.97 0.000958 3.20 3077.63 1112.05 0.20 each-1 12820 100-Yr F.D. 16600.00 436.00 451.73 451.82 0.000626 3.37 7579.30 1210.53 0.17 each-1 13339 2-Yr F.D. 5350.00 437.15 449.18 449.18 449.74 0.005419 7.56 1585.89 1293.68 0.47 .{!each-1 13339 ? 100-Yr F.D. 16600.00 437.15 452.21 450.47 452.37 0.001772 5.34 5944.03 2376.48 0.28 "Reach-.1:'= 13620 .2-Yr F.D. 5200.00 438.00 450.61 450.77 0.001423 4.12 2407.80 1108.02 0.25 Kett ch-1 13620 100-Yr F.D. 16050.00 438.00 452.91 453.13 0.001936 5.63 4999.63 1151.64 0.30 HEC-RAS Plan:Pre-Project FD River.RIVER-1 Reach:Reach-1(Continued) Reach River Sta Profile Q Total Min,Ch E1 W.S.Elev Crit W.S. E.G.Elev EG:Slspe lVet Chn1 FIa3 Area ">`top Width -Fm 6."' ' " (c1s) 04) (ft) (tt) (it) IOM) - S.(fits) . '.(sq f1) (ft) .'.`;,.'.. Reach-1 13829 2-Yr F.D. 5200.00 438.50 450.83 451 46 0.006204 750 1122.45 614.81 0.50 Reach-1 13829 100-Yr F.D. 16050.00 438.50 453.33 453.93 0.006203 8.90 3204.20 932.46 0.52 Reach-1 14170 2-Yr F.D. 5200.00 439.80 452.57 452.81 0.001833 4.90 1814.33 630.43 0.28 °"-"=ch-1 14170 100-Yr F.D. 16050.00 439.80 45525 455.68 0.002918 7.31 3547.47 663.80 0.37 Reach-1 : 14495 2-Yr F.D. 5200.00 440.30 453.24 453.80 0.005663 7.26 1152.34 554.75 0.40 Peach-1 14495 100-Yr F.D. 16050.00 440.30 456.20 456.76 6004676 7.82 2903.69 623.20 0.38 Reach-1 14820 2-Yr F.D. 5200.00 440.80 454.96 45162 455.25 0.003630 5.29 1658.76 642.07 0.32 Reach-1 14820 100-Yr FD. 16050.00 440.80 457.81 455.82 458.21 0.004487 7.16 3772.03 850.67 838 12oach-1 15113 2-Yr F.D. 5200.00 440.00 455.49 445.83 455.73 0.000721 3.93 1322.40 110.73 0.20 r each-1 ': 15113 100-Yr F.D. 16050.00 440.00 458.67 451.67 459.84 0.002944 8.92 2011.23 378.00 0.42 •-1 15160 2-Yr F.D. 5200.00 440.00 455.58 445.66 455.77 0.000285 3.53 1471.44 127.45 0.18 r'° ch-1 15160 100-Yr F.D. 16050.00 440.00 458.88 451.22 45987 0.001304 8.38 1915.49 141.43 0.40 i,M 'eactt-1 15235 Bridge ra 1 15310 2-Yr F.D. 5200.00 440.00 455.59 445.66 455.78 0.000284 3.53 1473.14 127.50 0.18 each-1 ". 15310 100-Yr F.D. 16050.00 440.00 459.02 451.22 460.09 0.001267 529 1935.60 142.03 0.40 t np 'health-1 15600 2-Yr F.D. 5200.00 441.60 45558 448.76 455.89 0.001231 4.46 1167.07 126.40 0.26 • 1 15600 - 100-Yr F.D. 16050.00 441.60 458.97 454.12 460.53 0.004426 10.01 1603.52 129.00 0.50 7 . y t 16605 Bridge 2 ( '..ct1-1 :. 15610 2-Yr F.D. 5200.00 441.60 455.61 448.76 455.92 0.001217 4.44 1171.59 126.52 0.26 %011-1 15610 100-Yr F.D.. 1605080 441.60 461.34 454.12 462.44 0602584 8.40 1909.72 129.00 0.38 ii, . 1.! 15630 2-Yr F.D. 520080 441.70 455.61 455.96 0.001119 4.81 1198.26 163.78 0.26 K ch-1 15630 F.D. 1605600 441.70 461.47 462.49 0.002046 8.66 2304.63 211.48 0.37 sh-1 'I 15640- 2-Yr.F.D. 5200.00 441.70 455.65 45597 0.001023 4.62 1251.20 160.64 0.25 t �-1 ! 15640 100-Yr F.D. 16050.00 441.70 46153 46252 0.001927 8.45 2334.59 209.38 0.36 .s`t each-1 :' 15650 2-Yr.RD. 5200 00 441.70 455.66 455.98 0.001019 4.62 1252.97 160.78 0.25 13400-1 15650 100-Yr F.D. 16050.00 441.70 46156 462.54 0.001917 8.44 2339.34 209.63 0.36 . Reach-1 ''' 15660 2-Yr F.D. 520080 441.70 45559 456.03 0.001397 5.42 1084.79 140.93 029 Peach-1 ':': 15660 .100-Yr F.D. 16050.00 441.70 461.32 462.67 0.002730 9.99 2022.10 189.09 0.43 ' ash-1 : "g 15680 2-Yr F.D. 5200.00 441.73 455.72 456.07 0.002007 4.73 1099.08 159.62 0.32 t;',yf1-1' ; 15680 : 100-Yr F.D. 16050.00 441.73 461.96 462.77 0.002314 7.25 2246.85 377.97 0.37 " « C Bach-1 15730 2-YrF.D. - 5200.00 441.75 45583 456.18 0.002417 4.72 1100.96 184.22 0.34 Meath-1 15730 100-Yr F.D. 16050.00 441.75 462.19 462.89 0.002083 6.74 2469.90 467.56 0.35 .4' Reat11-1 16480 2-Yr F.D. 528080 44270 457.34 457.70 0.001741 5.28 1644.31 665.28 0.30 each-1 16480 100-Yr F.D. 1625080 442.70 463.58 463.75 0.000667 4.59 6215.94 750.60 0.20 i9"a`ch-1` 17600 2-Yr F.D. 5280.00 445.00 459.52 460.25 0.002847 6.94 879.15 359.49 0.39 `e$ch-1 17600 100-Yr F.D. 16250.00 445.00 464.51 464.95 0.001763 7.15 4343.16 739.11 0.33 yr each-1 17980 2-Yr F.D. 5280.00 446.10 460.80 460.94 0.001013 3.33 2151.65 581.76 0.23 Reach-1 17980 100-Yr F.D. 16250.00 446.10 465.29 465.53 0.001003 467 498041 665.98 0.25 Reach-1 18150'. 2-Yr F.D. 528060 446.60 460.89 461.23 0.001878 5.50 1658.23 528.40 0.32 `-`Ch-1 18150 100-Yr F.D. 1625060 446.60 465.41 465.79 0.001745 6.88 4242.23 618.67 0.32 r �`°ch-1 18210 : '2-Yr F.D. 5280.00 446.80 460.98 461.38 0.002645 6.29 1544.77 512.75 0.36 #Peach 1 18210 100-Yr F.D. 16250.00 446.80 465.52 465.91 0.002114 7.32 4082.85 612.89 0.35 ReaG1 1 18240 2 Yr F.D. 5280.00 446.90 460.38 458.31 461.83 0.008674 9.80 668.65 460.50 0.64 Reach-1- 18240 100-Yr ED. 16250.00 446.90 46538 46689 0.003575 8.95 3249.46 585.62 0.45 1 18320 2-Yr F.D. - 5280.00 447.10 461.77 457.88 462.28 0.002730 6.45 1390.63 518.38 0.38 Re�CMi 18320 100-Yr1.0. 16250.00 447.10 465.80 466.35 0.002631 8.08 3674.74 615.22 0.39 ch-4' 18450 2-Yr F.D. 5280.00 447.50 462.09 462.63 0.002517 6.52 1352.88 507.91 0.36 ,_ • t ",18450 100-Yr F.D. 16250.00 447.50 466.10 466.71 0.002698 8.46 3670.32 653.38 0.40 1 .18500 2-Yr F.D. 5280.00 44760 462.08 462.85 0.003952 7.11 785.77 215.89 0.45 "7,•'1 16500 100-Yr F.D. 16250.00 447.60 465.92 467.04 0.004619 10.05 2796.83 647.34 0.52 °". , t `'a 18514 2-YrF.D. 5280.00 448.68 462.51 462.97 0.000814 5.48 964.24 135.17 0.36 ,f"ch-1 18514 '100-Yr F.D. 16250.00 448.68 465.47 467.58 0.002690 11.66 1399.25 156.66 0.68 HEC-RAS Plan.Pre-Project FD River.RIVER-1 Reach:Reach-1(Continued) Reach 1 River Sta Profile 't'Total Mir Ch El W-S.EIev Crit W.S. EG.Rev E.G.Slope Vet Chat flow Area Tap Width: Fronde#Chl ' tfs) '='(ft) '.(ft) (4) ::=(ft) '..'(MO (t5).. (se ft) (ft) Reach-1 18515 2-Yr F.D. 5280.00 448.68 462.49 462.99 0.001105 5.68 929.33 130.07 0.37 Reach-1 18515 100-Yr F 0 16250.00 448.68 465.38 467.69 0.003983 12.21 1336.94 151.06 0.72 {leach-1 18540 Bridge --- - Reach-1 18565 2-Yr F.D. 5280.00 448 49 462.57 456.92 463.05 0.001031 5.55 951.62 130.03 0.36 Reach-1.. 18565 100-Yr F.D. 16250.00 448.49 465.95 463.13 467.96 0.003296 11.39 1433.25 153.60 0.65 Reach-1 18566 2-Yr F.D. 5280.00 448.49 462.57 463.05 0.000677 5.58 985.241 135.03 034 Reach-1 18566 100-Yr F.D. 16250.00 448.49 465.82 468.09 0.002104 12.23 1463.64 157.83 0.63 Reach 18600 2-Yr F.D. 5280.00 447.40 462.81 463.14 0.002148 4.77 1387.09 420.60 0.32 Reach-1 18600 100-Yr F.D. 16250.00 447.40 468.40 468.73 0.001282 5.52 4375.63 613.06 0.28 Reath-1 18615 - 2-Yr F.D. 5280.00 447.40 462.85 463.17 0.002095 4.73 1403.21 422.83 0.32 Reach-1: 18615 100-Yr F.D. 16250.00 447.40 468.42 468.75 0.001272 5.50 4389.221 613.60 0.28 -each-Y 18650 2-Yr F.D. 5280.00 447.50 462.53 457.85 463.70 0.004891 8.68 615.57 125.56 0.49 [iliac. 11-1 18650 100-Yr F D. 16250.00 447.50 468.35 468.94 0.002450 8.30 3960.03 774.46 0.37 1 19160 2-Yr F.D. 5250.00 449.00 464.71 465.14 0.001711 5.41 1289.03 522.71 0.30 1= 19160 100-YrF.D. 16500.00 449.00 469.29 469.96 0.002200 7.92 391879 617.62 0.37 leach-1- 19550 - 2-Yr F.D. - 5250.00 450.20 465.33 463.37 466.68 0.008600 9.49 712.97 348.48 0.63 1 19550 100-YrF D.' 16500.00 450.20 470.22 471.05 0.004442 9.68 3527,17 678.25 049 R14h i, 20000 2-Yr F.D. 5250.00 451.00 468.00 468.40 0.002133 6.02 1753.34 510.08 0.33 Reach-1 20000 '100-Yr F.D 16500.00 451.00 471.86 472.49 0.003088 8.94 3917.62 593.08 0.42 'each-1 20540 2-Yr F.D. 5250.00 452.60 468.83 469.08 0.0009301 4.34 1868.201 418.44 023 Reach 1 20540 100-Yr F.D. 16500.00 452.60 472.96 473.61 0.001953 7.77 3741.17 490.44 0.35 ,-ch-I 20975 2Yr1.0. 5150.00 454.00 469.28 469.41 0.000620 3.26 2279.82 362.22 0.19 Reach-1' 20975' . 100-Yr F.D. 16100.00 454.00 473.86 474.25 0.001245 5.94 4266.66 489.28 0.28 4t4ach-1 21365 2-Yr F.D. 5150.00 455.00 469.26 470.13 0.004051 7.48 68806 81.66 0.45 Reach-1 -21365 100-Yr F.D. 16100.00 455.00 473.76 472.66 475.61 0.006213 12.10 2222.64 473.99 0.60 Reach-1. 21690 2-Yr F.D. 5150.00 455.90 470.53 471.67 0.005031 8.57 613.00 11182 0.50 Reach-L' 21690 100-Yr F.D. 16100.00 455.90 475.52 474.95 477.71 0.006932 1142 2139.98 435.72 0.63 Reach-1 22220 2-Yr F.D. 5150.00 457.30 472.69 473.45 0.002313 7.04 811.02 164.50 0,39 (each-1 22220: 100-Yr F.D. 1610000 457.30 478.67 480.01 0002847 1060 2546.78 355.76 0.46 Reach-1 22600 -. : 2-Yr F.D. 5150.00 458.60 473.43 469.55 474.98 0.005529 10.08 591.18 182.27 0.55 Reach-1' 22600- -100-Yr F.D. 16100.00 458.60 479.86 481.34 0.004261 12.08 2571.44 428.82 0.53 4each-1 23170 2-Yr F.D. 5150.00 459.60 476.14 476.88 0.002076 6.97 827.11 136.24 0.37 Reach-1 23170 100-Yr F.D. 16100.00 459.60 481.78 483.59 0.003517 11.93 2165.26 317.56 0.51 Reach-1 23900 2-Yr F.D. 5150.00 463.00 478.03 478.41 0.002012 4.92 1045.89 169.29 0.35 Reach-1; 23900 100-Yr,F.D.: 16100.00 463.00 484.62 485.21 0.001379 6.53 3164.14 378.64 0.32 Reach-1 24245 2-Yr F.D. 5150.00 464.30 478.79 479.13 0001240 4.75 1175.68 186.42 0.29 Reach-1- 24245 100-Yr F.D. 16100.00 464.30 485.13 485.92 0001492 7.57 2904.75 355.80 0.35 Reach-1- 24660> 2-Yr F.D. 5150.00 465.70 479.68 480.21 0.002959 5.88 875.48 122.16 0.39 Reach-1 - 24660. 100-Yr F.D. 16100.00 465.70 486.02 487.12 0.002881 8.79 2465.12 450.62 0.42 Reach-1 24887 -2-Yr F.D. 5050.00 465.90 480.14 48054 0001640 5.07 996.73 117.72 0.30 Reach-1 ' 24887 100-Yr F.D. 15500.00 465.90 486.60 487.49 0.001994 8.00 2662.07 381.29 0.36 Reach-1 24930 2-Yr F.O. 5050.00 466.40 480.54 480.88 0.001431 5.13 1309.97 198.04 0.28 ,Reach-1- 24930 100-Yr E.D. 15500.00 466.40 487.20 487.89 0.001720 7,85 2995.58 326.00 0.34 Reach-1`. 25020 2 r F.D. 5050.00 466.80 480.50 481.10 0.002147 6.27 863.93 129.31 0.35 Reath-1 25020.. 100-Yr F.D. 15500.00 466.80 487.01 488.22 0.002622 9.67 2358.23 300.32 0.42 rRoach-1 . 25085 2-Yr F.D. 5050.00 467.10 479.93 481.81 0.010119 11.00 458.98 66.65 0.74 Reach-1 25085 100-Yr F.D. - 15500.00 467.10 486.56 485.67 488.85 0.0069211 13.00 1701.371 324.81 0.68 ti - 'l,* . 25135 2-Yr F.D. 5050.00 467.00 481.11 482.25 0.005646 8.58 588.86 80.21 0.56 - "' "1".'�- 25135 " 100-Yr F.0..- 15500.00 467.00 487.28 484.90 489.18 0.005170 11.84 1863.42 360.11 0.59 1 25185 2-Yr F.D. 5050.00 467.60 481.10 478.61 482.67 0.006046 10.52 655.40 177.46 0.59 61)-1:'. 25185 100-Yr F.D. 15500.00 467.60 488.11 489.45 0.003765 11.86 2569.63 363.87 0.51 ff c11-1 25235 `. 2-Yr F.D. 5050.00 467.90 482.26 482.94 0.0024001 6.79 902.291 194.14 0.39 HEC-RAS Plan:Pre-Project FD Peer RIVER-1 Reach:Reach-1(Continued) ® Profile • -. `1.a1'Ser - S:.,,_ ?TopWidth ., (8) ' (11) Reach-1 EMI 100-Yr F.D. 15500.00 r. Reach-1 25285 2-Yr F.D. 5050.00 467.40 481-58 478.51 483.51 0.007282 11.19 470.76 r Reach-1 25285 100-Yr F.D. 15500.00 467.40 487.45 487.45 490.40 0.007929 15.86 1774.36 F.D. 5050.00 467.30 483.42 483.83 0.001904 5.17 1011.59 193.05 Reach-1 25335 rr F.D. 15500.00 467 30 490.13 490,75 0.001421 :r F.D. 5050.00 467.90 483 52 483.93 o.00nio 5.20 1016.74 r 00 15500.00 467.90 •r 3700.39 521.54 0.30 r rr 468 rr 483.76 476.69 484.09 0.001050 r rr F.D. 15500.00 468.00 490.38 482.57 490.97 0.001127 6.77 3839.50 729.42 0.30 Rraih.4 25485 Bridge r• r 475.64 484.34 0.000623 3.90 1293.39 149.94 0.21 rr r 490.87 481.18 491.35 0.000790 6.08 4354.72 775.91 0.26 r 484.09 484.49 0.001129 5.10 1085.95 163.77 an rr r 15500.00 468.90 490.75 491.64 0.001497 8.20 3105.52 623.07 0.35 :r 483.81 484.74 0.003341 7.82 700.82 111.15 0.46 or :r 490.35 491.95 0.003426 r r r err r rr F.D. 15500.00 469.10 r F.D. 5050.00 468.50 484.57 485.03 0.001743 5.60 1017.51 149.81 0.33 ar rr00 468.50 491.38 492.23 0.001814 8.19 3193.28 583.64 0.37 F.D.rtio-diA .. 25785 2-Yr 5050.00 469.10 484.91 485.12 0.000702 4.18 1823.95 271.30 0.22 rr 15500.00 469.10 491.92 492.34 0.000898 6.52 4621.49 631.81 0.27 r 4800.00 468.40 484.87 485.22 0.001249 5.64 1571.65 338.59 0.28 -each- ', 25820.. 100-Yr F.D. 14450.00 468.40 492.13- 492.41 0.000834 6.24 5070.40 585.00 0.25 Reach-1 26170 F.D. 4800.00 470.20 •. rrr ... .. •. r 0.42 Reach-1 26170 r r F.D. 14450.00 470.20 492.23 492.93 0.00 2033 r r 3333.27 450.00 0.37 Raieh1 r 4800.00 0.00 2508 0.39 w3 1„ rrr 471.10 492.75 493.88 0.002405 9.07 r 0.43 Y' ...r F.D. .:rr rr •r ,: rrr .. rr rr .. 0.41 °1.,'r1r`. .;:r 1r0F.D. 14450.00 472.90 493.36 ... .r 0.003148 10.73 2074.44 r 0.49 '',V.": 67 `lsa' 27050 3750.00 0.004480 0.46 �s, 9a 27050 rr r rr 473.00 .4 0.00 3015 : r: 0.42 k, ,,,� .,-1Z,'", F.D. 3750.00 r 0.002087 0.35 .'1' F.D.• r 495.80 496.23 rrr 0.30 t1 .r F.D. 3750.00 475.00 0.38 1 ,..,1,,; .r rr rrr rrr 0.38 :,e1`° 27555 - Bridge 1 .27570 2-Yr F.D. 3750.00 475.20 489.71 483.83 490.27 0.002511 5.99 626.50 82.95 0.38 •21 27570 100-Yr F.D. 1125000 475.20 496.01 490.68 496.76 0.002330 7.52 2242.52 585.77 0.39 ,8_ R ah-1?- 27620`: 2-Yr F.D. 3750.00 475.50 489.68 490.47 0.002922 7.11 528.58 60.11 0.41 R82CM1 27620 100-Yr F.D. 11250.00 475.50 496.09 496.89 0.002370 8.47 244788 596.32 0.40 119LOMR Plan: Pre-Project Fully Developed 12/14/2012 RS=15160 15160 e .035 470 Legend i . . :-- t WS 100-Yr F.D. 465 _ ? WS 2-Yr F.D. • Ground :. • I_- Ineff 460 ; :• Bank Sta . I I O 455 - y 1 -1--- 1 — _f- t t _ --- 1 m 1 i i 450 - - 1_.- I 445 r - - 440 i i i I 420 440 460 480 500 520 540 560 580 600 Station(ft) 119LOMR Plan: Pre-Project Fully Developed 12/14/2012 RS=15113 15113 .02 >a .05 sa .05 470 ; • . Legend -. :: 3. ..-- , _..S-. __s- • .-- l WS 100-Yr F.D. i..._. ) 465 ._ ___ WS 2-Yr F.D. • _ Ground• Ineff - __ 460 Bank Sta• . , ; , r , , , : x 1 c , , , : : , , 455 i- s T -i- -. _ > ,... ..._ ----- -i. _p_-. ........ _ [_. _ 0 I w � 450 445 i 1- i i j 440 i 1000 1100 1200 1300 1400 1500 Station(ft) 119LOMR Plan: Pre-Project Fully Developed 12/14/2012 RS= 14820 14820 4--.07-4,. 4 — .07---- > ' 470 Q A 5 Legend WS 100-Yr F.D. . 465_ WS 2-Yr F.D. • ■! Ground • Ineff 460 Bank Sta { • 455 i > y lL _.. ■450 --- , ;- , + . 445------ -. -_. .. , ; i 440 i i i . i i 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: Pre-Project Fully Developed 12/14/2012 RS=14495 14495 07 >.j< .05 > 470 .0 Legend WS 100-Yr F.D. 465- ___ '_ _.k— WS 2-Yr F.D. { Ground • Bank Sta 460- '. _ . • 455— .- r _ _.__z , ; W -_ f_.. ..-. -_-... ..._.. 450- ; ._ : P. 445---_- - - 1 , , : - . . E -4, > { { 440 i , i j . , i 1 i i i 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Pre-Project Fully Developed 12/14/2012 RS= 14170 14170 d .06 ><.055!.< .06 > 470 - ;__ Legend ¢ i-. WS 10 -Yr F.D. 465 €- F WS 2-Yr F.D. l i • r f - '....,..- . ..._... � _, ._.. Ground • 460- l_ Bank Sta > 4 - 1 1- , ...._ . — - - - F 455- _ . ' - - i o ;. _ + } MI 450 _ +- -I - 445-, + , H —, {- {" U.- 440 - -{ -f I I 435 j 1400 1600 1800 2000 2200 2400 Station(ft) 119LOMR Plan: Pre-Project Fully Developed 12/14/2012 RS=13829 13829 .06 >S055< .06 460 t - L e •e d 0- Legend WS 10 Yr F.D. _._.. .- ! . I . + WS 2-Yr F.D. 455- -:- ._ti.-_, .. , _;__ r_._ �. ._ ,.._._ • d Gr n . ' Bank,_ Ba Sta : 450- , ' I i 0 -- -r_ ---t-:---t-: .` :::H 1 t - f ' : : t f 435 I r i i 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Pre-Project Fully Developed 12/14/2012 RS=13620 13620 .06 a l< .06 456 0 Legend 5 5 - WS 100-Yr F.D. 454 r WS 2-Yr F.D. ■ 452- r- i , e-_ i r - ' t i. Ground -- �- Bank St • an a 450- ' -■ : x 448--`.._ L� + ' --. c 0 tu 446 - 444 442- - ,--}- , 440 438 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Pre-Project Fully Developed 12/14/2012 RS=13339 13339 .06 )1.l< .06 470 .i rg r , L t Legend t5 - : J WS 10 O Yr F.D. 465 i WS 2-Yr F.D. a 1 t 1 t Ground i : -- r i A 460- i . - Ineff -- Bank Sta 455 "—A , — { , - w 0 co 0 u.i 450 , , � T , 445--- -,, w--.- -+ 1— .._ E 1 — — i— --< 440- . : :--,- : , --- 1 435 i , i i , i , i i , i i i i I , i i i i i i i 1000 1500 2000 2500 3000 3500 4000 Station(ft) 119L0MR Plan: Pie-Project Fully Developed 12/14/2012 • ws=1uuuu 12820 .' --' --- .06 -----* ^—.06 ' 470 �� 400 600 800 1000 1200 1400 1600 1800 2000 2200 Station(ft) 110L0MR Plan: Pre-Project Fully Developed 12/14/2012 ms=1u4ou 12402 L L ` .06 � . �.06)1 470 Legend r WS 100-Yr F.D. ~` WS 2-Yr F.D. • Ground • «oo |neff i � • ������ aank�a -a- / ; 1000 1200 1400 1600 1800 2000 2200 2400 2600 Station(ft) 119LOMR Plan: Pre-Project Fully Developed 12/14/2012 RS= 11588 11588 < .06 4.1 ‹- .06 > 470 • 0. 5 ;_._ Legend 5- WS 100-Yr F.D. 465 ' . , _ WS 2-Yr F.D. f Ground • 460- 1 , : . Ineff i i . . - Bank an to 455 - c w 450 - _�������������. - - 445—F i ,- +- -;- ----1 440-- - —! ! .1” „ '- --- _ _ H 435 , , , , , , , , , i , , , , , , 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: Pre-Project Fully Developed 12/14/2012 RS=11453 11453 < .065 >(.05+.04>¢-.05— .065 >1 455 : kLegend 1 : . ; • ; , ; I WS 100-Yr F.D. [ ___. -- WS 2-Yr F.D. • I Ground 450 —.1._ ?-- - • T '' I- Bank Sta ?_ i ! C 445_ ---- au }I W '. l , 440— `- , 1 I 435 t 1000 1050 1100 1150 1200 1250 1300 1350 1400 Station(ft) 0 u: o V ci -o L } c CO .O } • O y O N -J 0 �> , 09981 091781 IF 01281 L 8 086L1 °m 009L1 N ... 091791 - 0 r 5L N F , .,,,,, O£L9 9£Z9 I. Eli9L OZ8171 CL - 961717 L a) OL117L o 0 o > 628£1■ OZ9£l _ v u_ m ! c i5 6£££I- co N 6 0 a TU w OZ8Z1 - c a_ ZObZI ° C ° m cu if 8891E 9LZll - 06601 O 09801 - rn 0090E °o O . o 0096 ; 0099 - 0 , 0908 °m 009E OSZL 4 0 0 i 0 j O O O 7 (h tt V V V C (u)uogenal3 REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX L Fully Developed Hydraulic Output—As-built Conditions Model HEC-RAS Plan As-Bet Fully Dev Beer RIVER-1 Reach Reach-1 Reach River Ste -__ Profile 43Total Mai Oh El WS..E1ev 'Cn1WS 'rE:G.'Elev E.G.Slope vet Chad 4-fto5Y71rea ,. Top Width Fcoude#Cht-: (cfc) -(ft) L(ft).' '.'(ft) (ft) , - (fVft) (1t/e) !,-.(avtt) '(ft) - Reach-1 17250 2-Yr F.D. 5250.00 423.52 434.27 430.13 434.53 0.001200 4.03 1302.82 232.72 0.30 Reach-1 17250 100-Yr F.D. 18200.00 423.52 440.72 43441 441.32 0.001200 6.23 2922.19 269.92 0.33 Reach-1 7500 2-Yr F.D. - 5250.00 42867 434.55 434.79 0.000942 3.96 1327.09 202.66 0.27 Reach-1 7500 100-Yr F.D. 18200.00 423.67 441.02 441.63 0.001246 6.23 2922.04 277.99 034 Reach-1 8000 2-Yr F.D. 5250.00 424.02 435.01 435.24 0.000844 3.81 1377.56 205.12 0.26 Reach-1 8000 100-Yr F.D. 18200.00 424.02 441.66 442.21 0.001092 5.97 3049.53 280.02 0.32 Reach-1 8500 2-Yr F.D. 5250.00 425.06 435.49 435.81 0.001422 4.55 1154.99 194.95 0.33 Reach-1 8500 100-Yr F.D.. 1820000 425.06 442.21 442.89 0.001489 6.62 2750.90 272.97 0.37 Reach-1 9500 2-Yr F.D. 5250.00 42697 437.18 437.61 0.002265 630 990.47 187.84 0.41 Reach-1 9500 100-Yr F.D. 18200.00 426.97 44176 444.55 0001801 7.13 255162 260.30 0.40 Reach-1 10500 2-Yr F.D. 5250.00 428.78 439.20 43955 0.001657 4.71 111463 200.10 0.35 (teach-1 10500. 100-Yr.F.D. 18200.00 428.78 445.52 446.25 0.001594 6.85 2658.90 282.69 0.38 Reach-1 :10850 2-Yr F.D. 5250.00 429.40 439.77 440.09 0.001449 4.57 1149.45 19633 0.33 Reach-1 10850 100-Yr FD. 18200.00 429.40 446.14 446.81 0.001567 6.56 2775.87 290.33 0.37 Reach-1 10935- 2-Yr F.D. 5350.00 429.60 439.89 436.44 440.22 0.001468 4.63 1156.62 194.89 0.33 Reach-1 10935 :100-Yr F.D. 16600.00 429.60 446.35 440.14 446.95 0.001198 6.22 2670.15 238.00 0.33 Reach-1 10936 2-Yr F.D. 5350.00 429.60 43987 440.23 0.001897 4.81 1111.25 188.80 0.35 Reach-1 10936 100-Yr F.D. 16600.00 429.60 446.33 446.97 0.001664 6.42 2584.87 232.00 0.34 Reach-1. 10990 Bridge Reach-1 11044 2-Yr F.D. 5350.00 429.80 440.09 436.60 440.44 0.001779 4.71 1134.96 188.97 0.34 Reach-1 1104.4 100-Yr F.D. 16600.00 429.80 446.50 440.28 447.17 0.001756 6.55 2535.98 232.00 0.35 Reach-1 11045 2-Yr F.D. 5350.00 429.80 440.13 436.54 440.45 0.001372 452 1184.49 196.64 0.32 Reach-1 11045` 100-Yr F.D. : 16600.00 429.80 446.52 440.17 447.17 0.001153 6.49 2628.17 238.00 0.33 Reach-1 11070 !2-Yr F.D. 5350.00 42980 440.16 440.49 0.001489 4.63 1154.28 196.06 0.34 Reach-1 11070 100-Yr F.D. 16600.00 429.80 446.65 447.23 0.001382 6.11 2725.04 294.62 0.35 Reath-1 11275 2-Yr F.D. 5350.00 430.31 440.58 440.89 0.002603 449 1192.04 200.66 0.32 Reach-1 11275 100-Yr F.D. 16600.00 430.31 446.99 447.59 0.002246 6.25 2707.75 267.98 0.33 ,Reach-1 11276 2-Yr F.D. 5350.00 433.00 440.56 440.90 0.003057 4.72 1133.03 20027 0.35 Reach-1 11276 100-Yr F.D. 16600.00 43100 446.97 447.60 0.002409 6.40 2646.12 267.43 0.34 Reach-1 11296 2-Yr F.D. 5350.00 433.00 440.62 440.96 0002948 4.67 1146.80 200.88 0.34 Reich-1 11296< 100-Yr F.D. - 16600.00 433.00 447.02 447.65 0.002371 6.37 2660.63 267.81 0.34 Reach-1 11297 2-Yr F.D. 5350.00 435.00 439.99 439.99 441.41 0.032212 9.58 558.71 196.57 1.00 Reach-1 11297 100-Yr FD. 16600.00 435.00 446.78 447.76 0.005078 7.97 2132.17 268.58 0.48 Reach-1 11299 2-Yr F.D. 5350.00 435.00 44045 439.99 441.50 0.020050 8.25 648.81 200.15 0.81 Reach-1 11299 100-Yr F.D. 16600.00 435.00 4.46.79 447.76 0.005056 7.96 2135.37 268.68 0.48 Reach-I 11300 2-Yr F D. 5350.00 435.00 442.70 442.70 444.05 0.035030 9.34 572.79 217.47 1.01 Reach-1 11300 100-Yr F.D. 16600.00 435.00 445.70 445.70 448.31 0.026371 13.06 1299.79 259.18 0.99 Reach-1 11301 2-Yr F.D. 5350.00 435.00 444.17 444.40 0.001274 3.81 140494 236.82 0.28 Reach-1 '11301 100-Yr F D. 16600.00 435.00 448.18 448.89 0002336 6.76 2482.14 309.09 0.40 Reach-1. 11313 2-Yr F.D. 5350.00 435.00 444.19 444.41 0.001264 180 1409.16 237.10 0.27 Reach-1 11313 100-Yr F.D. 16600.00 435.00 448.22 448.92 0.002305 6.73 249105 309.24 0.39 Reach-1 11453 2-Yr F.D. 5350.00 435.07 444.15 445.08 0.005175 8.28 825.32 203.40 0.55 Reath-1` . 11453 100-Yr.F.D. 16600.00 435.07 448.10 450.07 0.007215 13.16 1897.74 328.48 0.70 Reach-1 11588 2-Yr F.D. 5350.00 435.14 445.41 442.48 445.61 0.001239 3.84 1684.95 36182 0.23 Reach-1 11588 100-Yr F.D. 16600.00 435.14 450.50 445.18 450.88 0.001220 5.24 3673.22 417.77 0.25 Reach-1 12402 2-Yr F.D. 5350.00 435.72 446.14 442.17 446.24 0.000884 3.01 2197.88 639.63 0.19 Reach-1 12402 100-Yr F.D. 16600.00 435.72 451.30 444.63 451.45 0.000741 3.88 5536.04 839.25 0.19 Reach-1 12820 2-Yr F,D. 5350.00 436.00 446.44 443.31 446.57 0.001399 3.36 1876.37 679.26 0.24 44ch-/ 12820 100-Yr F.D. 16600.00 436.00 45160 445.64 451.72 0.001126 4.46 4509.85 856.96 0.23 (e2eh-1 13339 =. 2-Yr F.D. 5350.00 437.15 447.34 44857 447.75 0.004796 6.12 1110.00 499.96 0.42 i 13339 100-Yr F.D. 16600.00 437.15 452.15 449.25 452.33 0.001416 4.76 5399.54 2194.57 0.25 '-' 1 13620 2 Yr F.D. 5200.00 438.00 449.10 447.14 449.83 0.005998 7.62 106467 639.51 0.50 ei h.1. 13620 100-Yr F.D.;-:+ 16050.00 438.00 452.77 453.03 0.002211 596 4733.63 1123.44 0.32 HEC-RAS Plan:As-B11 Fully Des Rlver.RIVER-1 Reach:Reach-1(Continued) Reach River Ste Profile Q Total Min Ch El W:S.0ev >CritW.S. E.G.Elev E.G.Slope NeCtlot P Flow Area ' 'TopLYdth =FrBude#Chl'. (a) (ft) (ft) .:(6) (R) "OM) (Ws):;•` '(sq 6) (6)` Reach-1 13829 2-Yr ED. 5200 001 438.50 450.47 449.13 451.35 0.008494 8.58 917.88 543.23 0.58 Reach-1 13829 100-Yr F.D. 16050.00 438.50 453.241 453.87 0.006517 9.06 3143.80 923.64 053 + Reach-1. 14170 2-Yr F D. 5200.00{ 439.80 452.61 452.84 0001776 4.84 1838.76 630.91 0.28 Reach-1 14170 100-Yr F.D. 16050.00 439.80 455.23 455.67 0002948 7.34 3535.17 663.57 0.37 Reach-1 14495 2-Yr F.D. 5200.00 440.30 453.25 453.80 0.005561 7.20 116169 555.16 0.40 Reach-1 14495 100-Yr F.D. 16050.00 440.30 456.20 456.75 0.004703 7.83 2898.05 623.08 0.38 Reach-1 14820 2-Yr F.D. 5200.00 440.80 454.96 45162 455.24 0.003645 5.30 1655.84 641.76 0.32 Reach-1 : 14820 100-Yr F.D. 16050.00 440.80 457.80 45582 458.21 0.004492 7.17 3770.47 850.53 0.38 Reach-1 15113 2-Yr F.D.. 5200.00 440.00 455.49 445.83 455.73 0000721 3.93 1322.10 110.72 0.20 .Reath-1: 15113 100-Yr F.D. 16050.00 440.00 458.67 45167 45084 0.002945 8.92 2011.00 377.99 0.42 Reach-1 15160 2-Yr F.D. 5200.00 440 00 455.57 445.66 455.77 0.000285 3.53 1471.10 127.44 0.18 Reich-1 15160 100-Yr F.D. 16050.00 440.00 458.88 451.22 459.97 0.001304 8.38 1915.38 141.43 0 40 Reach-1 15235 Bridge #e0ch-1,.: 15310:'.. 2-Yr FAX 5200.00 440.00 455.59 445.66 455.78 0.000284 3.53 1472.81 127.49 0.18 ,Reach-1 15310-r 100-Yr ED. 16050.00 44000 459.02 45112 460.09 0.001267 8.29 1935.49 142.03 0.40 tct1 1 15600 2-Yr F.D. 5200.00 441.60 455.58 448.76 455.88 0.001232 4.46 1166.73 126.40 026 Reach 1 15600'. 100-Yr F.D. 16050.00 441.60 458.97 454.12 460.52 0.004427 10.01 1603.42 129.00 0.50 Reath-1 15605 Bridge Reach-1r- 15610 2-YrF.D. : 5200.00 441.60 455.61 448.76 455.92 0.001218 4.44 1171.26 126.51 0.26 Reac)1-1: 15610 100-Yr F.D.::- 16050.00 441.60 461.34 454.12 462.44 0.002584 8.40 1909.67 129.00 0.38 Reach-1 15630.. 2-Yr F.D. 5200.00 441.70 455.61 455.95 0.001120 4.81 1197.82 163.72 0.26 Reach-1. 15830 100-Yr F.D. 16050.00 441.70 461.47 462.49 0.002046 8.66 2304.55 211.48 0.37 Reach 1- 15640- 2-Yr F.D. 520000 441.70 455.65 455.97 0.001024 4.62 1250.77 16061 0.25 Reach-I 15640 100-Yr F.D.. 1605000 441.70 461.53 462.52 0.001927 8.45 2334.51 209.38 0.36 Reach-1 15650. 2-Yr F.D. 5200.00 441.70 455.66 455.98 0.001020 4.62 1252.55 160.74 0.25 Reach-1 15650 100-Yr F.D. 16050.00 441.70 461.56 462.53 0.001917 8.44 2339.25 209.62 0.36 R cl,-1 15660 2-Yr F.D. 5200.00 441.70 455.59 456.02 0.001398 5.42 1084.41 140.90 0.29 Reach-1 d. 15660 100-Yr F.D. 16050.00 441.70 46132 462.67 0.002730 9.99 2022.03 189.08 0.43 Reach-1 15680- 2-Yr F.D. 5200.00 441.73 455.72 456.06 0.002009 4.73 1098.66 159.59 0.32 Roa1 S' 15680 .100-Yr F.D. 16050.00 441.73 461.96 462.77 0.002314 7.25 2246.71 377.65 0.37 $,44:11-1 15730 2-Yr F.D..:. 5200.00 441.75 455.83 456.17 0.002421 4.73 1100.48 18410 0.34 yReach-1 : 15730 100-Yr F.D. 16050.00 441.75 462.19 462.89 0.002083 6.74 2469.74 467.52 0.35 Raac11-1': 16480 12-Yr F.D. 5280.00 442.70 45734 457.70 0001742 5.28 1643.62 665.24 0.30 Reach-1 16480 100-Yr F.D. 16250.00 442.70 46358 46375 0.000667 4.59 6215.78 750.59 0.20 {0ach-1 17600 , 2-Yr F.D. 7500.00 445.00 459.98 455.85 461.21 0.004632 9.12 1114.23 599.59 0.50 {301h-1 17600 - '�100-Yr F.D. 15100.00 445.00 464.47 464.86 0.001546 6.69 4318.01 739.01 0.31 Reach-1 17980 2-Yr F.D. 7500.00 446.10 461.91 46108 0.001029 3.72 2812.07 605.13 0.23 Reach-1: 17980 100-Yr F.D. 15100.00 446.10 465.17 46538 0.000911 4.41 4895.91 665.56 023 Reach-1 18150 - 2-Yr F.D. 7500.00 446.60 462.01 462.36 0001873 5.92 2262.31 545.47 0.32 Reach-1 18150 ' 100-Yr F.D.. 15100.00 44660 465.27 46562 0.001592 6.53 4156.93 615.89 0.31 Reach-1 18210 2-Yr F.D. 7500.00 446.80 462.12 462.50 0.002455 6.54 2138.69 529.12 0.36 .Reach-1: 18210 100-Yr F.D. 15100.00 446.80 465.37 465.73 0.001941 6.97 3992.02 609.39 0.33 Reach-1' 18240 - 2-Yr ED. 7500.00 446.90 461.73 461.41 462.83 0.006386 9.43 1303.80 480.17 0.57 )'teach-1 18240 100-Yr F.D. 15100.00 446.90 465.24 465.89 0.003294 8.53 3169.10 581.89 0.43 -e11c. 11-1 18320 2-Yr F.D. 7500.00 447.10 46266 463.22 0.003014 7.21 1859.63 540.09 0.40 .,teach-1,-: ' 18320 : 100-Yr F.O. 15100.00 447.10 465.62 466.13 0.002459 7.74 3566.12 611.06 0.38 1.1 18450 2-Yr F.D. 7500.00 447.50 463.01 463.61 0.002842 7.35 1832.84 537.75 0.39 Bch-1 18450 100-Yr F.D. 15100.00 447.50 465.90 466.47 0.002549 8.15 3539.98 646.14 0.39 1 18500 2-Yr F.D. 7500.00 447.60 462.79 459.54 463.98 0.005562 8.94 1043.11 436.42 0.54 1 - 18500 100-Yr F.D. 15100.00 447.60 465.73 466.78 0.004407 9.71 2671.08 638.60 0.51 1 18514 2-Yr F.D. 7500.00 448.68 463.42 464.15 0.001155 6.88 1090.25 143.85 0.44 w>d 1 18514 100-Yr F.D. 15100.00 448.68 465.37 467.23 0.002401 10.97 1382.75 156.01 0.64 HEC-RAS Plan:As-1311 Fully Dev River.RIVER-1 Reach:Reach-1(Continued) Reach River Ste Profile a0.Total -Mat Ch El W .Elev Got W . !E.G.Elev EG.Slope -Vel Chnl Flow Area Top Width Fronde#Chi" Reach-1 2-Yr F.D. 750000 448.68 46339= 464.18 0.001609 7.15 1049.05 138.67 0.45 100-Yr F D 15100 00 448.68 465 28- 467.32 0.003534 11 46 1323 19 150.49 0.68 Reach-1 18540 Bridge---_--=1111MM Reach-1 18565 2-Yr F.D. 7500.00 448,49 463.52 459.46 464.27 0.001486 6.96 1078.46 138.82 0 44 Reach-1 18565 100-Yr F.D. 15100.00 448.49 465.73 462.69 467.55 0.003029 10.84 1399.87 152.27 0.63 Reach-1 18566 2-Yr F.D. 7500.00 448.49 463.51 464.29 0.000954 7.11 1115.28 143.75 0.41 Reach-1. 18566 100-Yr F.D. 15100.00 448.49 465.62 467.66 0.001925 11.57 1432.83 156.63 0.60 Reach-I 18600 2-Yr F.D. 7500.00 447.40 464.11 464.46 0.001977 5.15 1983.91 494.58 0.32 Reach-l`- 18600 100-Yr F.D 15100.00 447.40 467.89 468.23 0.001342 5.49 4067.92 600,69 0.28 Reach-1 18615 2-Yr F.D. 7500.00 447,40 464.15 464 49 0.001937 5.11 2001.50 496.00 0.32 Reach-1 18615 r l00-Yr F.D. 15100.00 447,40 467.92 468.25 0.001330 5.47 4081,86 601.25 0,28 Reach-1 18650 2-Yr F.D. 7500.00 447,50 463.61 459.92 465.27 0.006476 10.58 928.58 422.87 0.57 Reach-1- 18650 100-Yr F.D. 15100.00 447.50 467.83 468.47 0.002666 8.46 3556.73 752.59 0.39 « 1- 19160 2-Yr FD. 5250.00 449.00 466,23 466.45 0,000816 4.11 2113.05 559.60 0.22 Reach-1 19160." 100-Yr F.D. 16500.00 449.00 468,87 469.64 0002580 8.41 3660,89 610.27 0.40 Reach-1 19550 2-Yr F.D, 5250.00 450.20 466,48 467.17 0.004042 7.20 1233.19 516.50 0.44 Reath-1 19550. 100-YrED. 16500.00 450.20 469.97 470.90 0.005031 10.16 3357.69 673.99 0.52 Rath-1 20000 2-YrF.D. 5250.00 45100 468.00 468.40 0.002133 6,02 1753.06 510.06 0.33 '}leach-1` 20000 100-Yr FD. 16500.00 451.00 471.81 472.45 0,003150 9.01 3888.55 592.53 042 Read)-1. 20540 2-YrF.D. 5250,00 452.60 468.83 469.08 0.000930 4.34 1868.04 418.43 023 Reach-1.' 20540 100-Yr F.D. 16500.00 452.60 472.93 473.59 0.001970 7.79 3727.19 489.88 0.35 Reach-1 20975 2-Yr F.D. 5150.00 454.00 469.27 469.41 0.000620 3.26 2279.72 362.22 019 Reach-1. 20975 100-Yr F.O. 16100.00 454.00 473.84 474.23 0.001253 5.95 4256.69 488.89 0.28 Reach-1 21365. 2-Yr F.D. 5150.00 455.00 469.26 470.13 0004052 7.49 688.04 8165 0.45 Reach-1 21365 100-Yr F.D. 16100.00 455.00 473.73 472.66 475.60 0.006272 12.14 2211.58 472.93 000 Reach-1 21690 2-Yr F.D. 5150.00 455.90 470.53 471.67 0.005032 8.57 612.98 112.81 0.50 Reach-t 21690 100-Yr ED. 16100.00 455,90 475,52 474.95 477.71 0.006939 13.42 2138.65 435.64 0.63 Ready-1 72720 2-Yr FD. 5150.00 457.30 472.69 473.45 0.002313 7.04 811.00 164.49 039 Reach-1 22220. 100-Yr F.D. 16100.00 457.30 478.67 480.01 0.002846 10.60 2546.99 35077 0.46 Reach-1 22600 2-Yr F.D. 5150.00 458.60 473.43 469.53 474.98 0.005529 10.08 591.16 182.27 0.55 Reach-I 22600 100-Yr F.D. 16100.00 458.60 479.86 481.34 0.004260 12.08 2571,60 428.83 0.53 Reach-l 23170 2-Yr F.D. 5150.00 459.60 476.14 476.88 0.002076 6.97 827.11 136.24 0.37 Reach-f' : 23170 : :100-Yr F.D. 16100.00 459.60 481.78 483.59 0.003517 11,93 2165.30 317.56 0.51 Reach-1 23900 2-Yr F.D. 5150.00 463.00 478.03 478.41 0.002012 4.92 1045.89 16929 0.35 Reath-1- 23900 100-Yr.F.D. 16100.00 463.00 484.62 485.21 0.001379 6.53 3164.15 378.64 0.32 Reach-1 24245 2-Yr F.D. 5150.00 464.30 478,79 479.13 0.001240 4.75 1175.68 186.42 0.29 Reach-1 24245 100-Yr F.D. 16100.00 464.30 485,13 485.92 0.001492 7.57 2904.75 355.80 0.35 Reach-1 24660 2-Yr F.D. 5150.00 465.70 479.68_ 480.21 0.002959 5.88 875.48 122.16 0.39 Reach-1' 24660 100-Yr F.D. 16100.00 465.70 486,02 487.12 0002881 8.79 2465.12 450.62 0.42 1eeach-1 24887 2-Yr F.D. 5050.00 465.90 480,14 480.54 0.001640 5.07 996,73 117.72 0.30 Reach-1- 24887 100-Yr F.D. 15500.00 465,90 486,60 487.49 0.001994 8,00 2662.07 381.29 0.36 Reach-1 24930 2-Yr F.D. 5050.00 466.40 480.54 480.88 0,001431 5.13 1309.97 198.04 0.28 Reach-1 24930 100-Yr F.D. 15500.00 466.40 487.20 487.89 0.001720 7.85 2995.58 326.00 0.34 Reach-1. 25020 ` 2-Yr F.D. 5050.00 466,80 480.50 481.10 0.002147 6.27 863.93 129.31 0.35 keach-1 25020 100Yr F.D. 15500.00 466.80 487.01 488.22 0.002622 9.67 2358.23 300.32 0.42 "'77- 1 25085 2-Yr F.D. 5050.00 467.10 479.93 481.81 0.010119 11.00 458.98 66.65 0.74 Reach-1 25085 100-Yr F.D. 15500.00 467.10 486.56 485.67 488.85 0.006921 13.00 1701.37 324.81 0.68 a+r. each-1 25135 2Yr F.D. 5050.00 467.00 481.11 482.25 0.005646 8.58 588.86 80.21 0.56 Reach-1 25135 100-Yr F.D. 15500.00 467.00 487.28 484.90 489.18 0.005170 11.84 1863.42 360.11 0.59 147,,,‘- 1; 25185 2-Yr F.D. 5050.00 467.60 481.10 478.61 482.67 0.006046 10.52 655.40 177.46 0.59 i ett-I 25185 ' 100-Yr F.D. 15500.00 467.60 488.11 489.45 0.003765 11.86 2569.63 363.87 0.51 Reach-1 25235 2-Yr F.D. 5050.00 467.90 482.26 482.94 0.002400 6.79 902.29 194.14 039 HEC-RAS Plan:As-Blt Fully Dev Rive,RIVER-1 Reach,Reach-1(Continued) Reach 1 River Sta Profile 0 Total .Nifeli i'Ch£1' ,;;;WS:'Sew Crit W.S. E.G,E1ev EG_^Stope ,','Yet'Chnl ,:Flow Area :Top Width Froide#Chl (c} .m"'(ft) ., ,''''(R) (ft) 1'm.; ;:.(ert) ' (His) ' '(sq (8) Reach-1 125235 100-Yr F D. 15500.00 467.90 488.55 489.62 0.002398 9.57 278660 405.14 0.43 Reach-1 1 h 25285 2-Yr F.D. 5050.00 467.40 481.58 478.51 483.51 0.007282 11.19 470.76 92.14 0.63 Reath-1 25285 100-Yr F D. 1550000 467/0 487.45 487.45 490.40 0.007929 15.86 1774.36 344.25 0.71 Reach-1 25335 2-Yr F.D. 5050.00 467.30 483.42 483.83 0.001904 5.17 1011.59 193.05 0.34 Reach-1 - 25335 100-Yr F.D. 1550000 467.30 490.13 490.75 0001421 6.88 3280.35 451.89 0.32 Rath'-I 25385 2-Yr F.D. 505000 467.90 483.52 483.93 0.002210 5.20 1016.74 222.42 0.36 Reach-1 25385 100-Yr F.D. 15500.00 467.90 490.33 490.83 0.001235 6.27 3700.39 521.54 0.30 I eac}-1 -I 25470 2-Yr F.D. 5050.00 468.00 483.76 476.69 484.09 0.001050 4.56 110726 154.41 0.26 Beach-1 25470. 100-Yr F.D. 15500.00 468.00 490.38 482.57 490.97 0.001127 6.77 383950 729.42 0.30 m RReadh-1 t' 25485 Bridge tkpeCa,1 25500 2-Yr F.D. 5050.00 468.70 484.10 475.64 484.34 0.000623 3.90 1293.39 149.94 0.21 (f#actr1` 25500 100-Yr F.D. 15500.00 468.70 490.87 481.18 491.35 0.000790 6.08 4354.72 77591 0.26 1i' 25585 . 2-Yr F.D. 5050.00 468.90 484.09 484.49 0.001129 5.10 1085.95 163.77 0.28 �-.1!., 25585 100-Yr F.D. 15500.00 468.90 490.75 491.64 0.001497 8.20 3105.52 62307 0.35 1;i4;":.'. . .°..-.1:.1'I' 25635 2-YrF.D. 5050.00 468.80 483.81 484.74 0.003341 7.82 700.82 111.15 0.46 1' 25635- 100-Yr F.D. 15500.00 468.80 490.35 491.95 0.003426 11.34 2431.69 490.95 0.50 ead-1! 25685 2-Yr F.D. 5050.00 469.10 484.33 484.93 0.003000 6.22 815.96 130.29 0.42 1 25685 100-Yr F.D. 15500.00 469.10 491.26 492.15 0.001995 8.13 2904.82 570.28 0.39 12 th-1 25725. 2-YrF.0. 5050.00 468.50 484.57 485.03 0.001743 5.60 1017.51 149.81 0.33 R4 '"1-. 25725 100-Yr F.D. 15500.00 468.50 491.38 492.23 0.001814 8.19 3193.28 583.64 0.37 Reac h I,! 25785 2 Yr F.D. 5050.00 469.10 484.91 485.12 0.000702 4.18 1823.95 271.30 0.22 Raaprzi 25785 100-Yr F.D. 15500.00 469.10 491.92 492.34 0.000898 6.52 4621.49 631.81 0.27 ReacF)-1' 25820 2-Yr F.D. 4800.00 468.40 484.87 485.22 0.001249 5.64 1571.65 338.59 0.28 Reekh-1, 25820 J: 100-Yr F.D. 14450.00 468.40 492.13 492.41 0.000834 6.24 5070.40 585.00 0.25 Reach-1 26170 2-Yr F.D. 4800.00 470.20 485.16 485.96 0.002999 7.88 968.03 238.33 042 Reach-1' 26170 100-Yr F.D. 14450.00 470.20 492.23 492.93 0.002033 9.00 3333.27 450.00 0.37 9 14.44014.1 26550.:. 2-Yr F.D. - 4800.00 471.10 486.42 487.02 0.002508 6.21 793.49 125.39 0.39 1'L 26550 100-Yr F.D. 14450.00 471.10 492.75 493.88 0.002405 9.07 2256.18 370.29 0.43 Wag:;:-‘ 1::. 26880 '. 2-YrF.D. 4800.00 47290 487.17 487.92 0.002697 7.00 700.96 99.18 0.41 OAS&•; 26880 S 100-Yr FD. 14450.00 472.90 493.36 494.90 0.003148 10.73 2074.44 420.38 0.49 1 ' 27050 2-YrF.D. 3750.00 473.00 487.59 486.53 0.004480 7.78 495.26 94.66 0.46 1`' 27050 r 100-Yr F.D. 11250.00 473.00 494.43 495.44 0.003015 9.39 2128.56 459.08 0.42 1 ;Wr,,h4': 27400 2-Yr F.D. 3750.00 473.90 489.17 489.80 0.002087 6.34 598.86 80.94 0.35 Ruch-1 27400. 100-Yr F.D. 11250.00 473.90 495.80 496.23 0.001273 6.59 3246.78 623.61 0.30 FireYe:. 1. 27540 2-Yr F.D. 3750.00 475.00 489.59 483.65 490.14 0.002448 5.92 633.35 83.68 0.38 "a cA 27540-'' 100-Yr F.D. 11250.00 475.00 495.89 490.49 496.61 0.002249 7.42 2291.18 593.77 0.38 t c-`1' - 27555 Bridge ary11-1 27570 2-Yr F.D. 3750.00 475.20 489.71 483.83 490.27 0.002511 5.99 626.50 82.95 0.38 iacir1` .27570 100-Yr F.D. 11250.00 475.20 496.01 490.68 496.76 0.002330 7.52 2242.52 585.77 0.39 _Reaech-1 27620 2-Yr F.D. 3750.00 475.50 489.68 49047 0.002922 7.11 528.58 60.11 0.41 React)l: 27620 100-Yr F.D. 11250.00 475.50 496.09 496.89 0.002370 8.47 2447.88 596.32 0.40 119LOMR Plan:As-Built Fully Developed 12/9/2012 RS=15160 15160 : — .035 > 470 a__ Legend ... i 1 WS 100-Yr F.D. 465 _ :1, - – 1 = WS 2-Yr F.D. .. t.. ■ . , Ground• 460 - : • - i t Bank Sta I : ` _ -..-.. i C II 455- --- -+— + —, s- -t a) 4 } ; 450 • . _ I,- - t ;- +- 1 1 i 445 -__- rt f 440 i i , 1 i 1 420 440 460 480 500 520 540 560 580 600 Station(ft) 119LOMR Plan: As-Built Fully Developed 12/9/2012 RS=15113 15113 .02 >< .05 ),< .05 470 A i Legend t --- -- -- f !._. _ j WS 100-Yr F.D. 465 1._._ WS 2-Yr F.D. 1_ - , - , ,.- w_.__ • . T ;.-. ■_ Ground A 1.... - Ineff 460 t. r Bank Sta •. ' ,e fii://riff/rt,f, ': : c m 455 .. , ... , 1 a) w 450 i ft 445 T I — — i _. ? _ i- i 440 s i i i i i i : 1000 1100 1200 1300 1400 1500 Station(ft) 119LOMR Plan:As-Built Fully Developed 12/9/2012 RS= 14820 14820 4—.07----->.e _..- - --------.07 --- 470 5 ♦ Legend • WS 100-Yr F.D. 465 WS 2-Yr F.D. • Ground J- • t. f .... Ineff • 460 t Bank Sta r c o 455- w u t-- 450- 445 __ j_ .., 440 , , , ; , 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: As-Built Fully Developed 12/9/2012 RS=14495 14495 .07 >.l< .05 > 470 ; i 5 7 . '- Legend . ' WS 100-Yr F.D. i 465 — WS 2-Yr F.D. Ground d t. • ,.. 4 , •.- 460- . Bank Sta - t - . _ i_ . t 0 455 T o w 450 445- 4 ■- -} { i- i } + 440 F i r i_.. i s i 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan:As-Built Fully Developed 12/9/2012 RS=14170 14170 470 1( .06 ><.05 -.< — - .06 Legend WS 100-Yr F.D. 465- WS 2-Yr F.D. • 4 __ Ground 460- 1 ._ Bank Sta } 455 ._._ c 0 w 450- --- _ .- T .. -_ _ --= - { 445 +- i --'7--i---4---i- { -;4-- - 440 ;i. 435 , 1400 1600 1800 2000 2200 2400 Station(ft) 119LOMR Plan: As-Built Fully Developed 12/9/2012 RS=13829 13829 06 +055,-< .06 460 .. ..°.1- ' i Legend I_... , -.-- WS 100-Yr F.D. —. �j�, .-._, WS 2-Y r F .D., 455-- ---* 4 ■ ,_ _ : Gr ou d . • Bank Sta• 450 ..___.. , 1 - :. -_ — � aa) •w 445- .._._._ . _.; i- - a - 440 1 435 i I i i i i { i 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan:As-Built Fully Developed 12/9/2012 RS=13620 13620 e .06 >I . a .06 a 460 0 Legend 5 • i. - . • : 5 WS 10 -Yr F.D. i t -i WS 2-Yr F.D. • 455— { - —?----E — -,- Groun d - . • '_-. BankSta ; 450— -- - -- - �- i =, c o W 445 ;---.--;-- -4- +-f--+-- ' -4-- —, i 440 ` i i a 435 1 i 600 800 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan:As-Built Fully Developed 12/9/2012 RS=13339 13339 .06 D<.055 .06 .06 470 ; i' t Legend 5 0 WS 10 Y FD 465 WS 2-Yr F.D. + Ground nd 460 - Ineff Bank Sta i t -, x 455 t ,.._._ �_ J_.- --- c f . 0 m w 450 E_ �� r 445—— i---+ : i .a--. f —; + - +- -77-, 440 .. 435 i , i i i i i i i i i i 1000 1500 2000 2500 3000 3500 4000 Station(ft) 119LOMR Plan: As-Built Fully Developed 12/9/2012 RS=12820 12820 (< - .06 >< .055 >.< .06 .06 470 5 Legend { _ _ WS 100-Yr F-D- 465 WS 2-Yr F.D. ;..---_ --- { - ---, - - -_- - ,---- i --------- ---- - Ground ,- 460 I _ i I Ineff j Bank Sta _ Z- 455- i - I - + __t -- � 4- _ . .—._. o , -_1 j i I -. w 450 } 445 — --- , _ -( - 440— — -I- — { —r_. 1 — ! 435 ! I I , 400 600 800 1000 1200 1400 1600 1800 2000 2200 Station(ft) 119LOMR Plan: As-Built Fully Developed 12/9/2012 RS=12402 12402 460 < .06 .055 r< .06--> . I<-06> j g Legend WS 100-Yr F.D. i 1 WS 2-Yr F.D. 455 — - - — —1- i Ground • `; Ineff ��rw. > { Bank Sta 450 , C ! (O o _ .-.- - _ t _ ... .- _. 445 d e 1 . ..- I+ ;.._ ! 440- - + -.. I I j._.._.. I_--_._ . . _-i 1 435 { I I ! { 1 + 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 Station(ft) 119LOMR Plan: As-Built Fully Developed 12/9/2012 RS= 11588 11588 - .06 -- -> <—.04-->?059°< .06 > 470 • 0 Legend 5 :. 5 , WS 100-Yr F.D. 465 : WS Yr F D . r 2 ;._ ■ t t Ground 460 i _ Ineff ', • 7, Bank Sta E . f t 4 x 455 t 1 - t--- _ _,, ;— � ._.. c --_ o I_ ._ to 450--- -- - .. „---- - -- T- _ T 1 --+ , f 1 - 4 445 +-_ —_. ___ _. • _ . __ -t . 1 440 = _ - . . 435 { { 1000 1200 1400 1600 1800 2000 Station(ft) 119LOMR Plan: As-Built Fully Developed 12/9/2012 RS=11453 11453 < .065 ><.05><.04><-.05->< .065 455 - Legend I WS 100-Yr F.D. t th WS 2-Yr F.D. 1__ Ground 450 —.-_- T -- Bank Sta • 445--- -_ ,____ _..__ >____ _ , 0 t tit 1 ,■ i 440- 1 -i I l 1000 1050 1100 1150 1200 1250 1300 1350 1400 Station(ft) a 0 n u_ a C } c d i REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX M Acceptance Letter from Owner for BFE Increases on Property IIII December 19, 2012 LOMC Clearinghouse 847 South Pickett Street Alexandria, VA 22304-4605 Attn.: LOMC Manager Re: MacArthur Center LOMR Study Dear Sir or Madame, Billingsley Development Corporation, a Texas corporation ("BDC") as representative of the current owners of the property on the south side of Grapevine Creek in the City of Irving, Dallas County, Texas, and on the north side of Grapevine Creek in the City of Coppell, Dallas County, Texas as more particularly shown on the attached site plan (the "Property"). BDC has been made aware of the increase in water surface elevations for the base hydraulic flood (the 100-year flood) at several locations on our property due to the MacArthur Center site and we hereby approve and authorize the rise on the Property. Sincerely, BILLINGSLEY DEVELOPMENT CORPORATION, A Texas Corporation 1.. I I-1 By: Kenneth Mabry, Senior Vice President Billingsley Company One Arts Plaza 1722 Routh Street,Suite 1313 Dallas,Texas 75201 214.270.1000 phone 214.270.0992 fax REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX N Newspaper Notices The City of Coppell, in accordance with the National Flood Insurance Program regulation 65.7(b)(1) hereby gives notice of the City's intent to revise the floodway, generally located between Belt Line Road and MacArthur Boulevard. Specifically, the floodway shall be revised from a point 400 feet upstream of MacArthur Boulevard to a point approximately 2,300 feet upstream of MacArthur Boulevard. As a result of the floodway revision, the floodway shall widen with a maximum widening of 56 feet at a point approximately 2,300 feet upstream of MacArthur Boulevard, and narrow with a maximum narrowing of 230 feet at a point approximately 1,800 feet upstream of MacArthur Boulevard. In addition, the 1% annual chance water-surface elevations and/or the 1% annual chance floodplain shall be revised from a point 550 feet upstream of MacArthur Boulevard to a point 2,900 feet upstream of MacArthur Boulevard. As a result of the revision, the 1% annual chance water-surface elevations shall decrease and/or the 1% annual chance floodplain shall narrow within the area of revision. Maps and detailed analysis of the revision can be reviewed at the City of Coppell Department of Public Works located at 255 Parkway Boulevard, Coppell, Texas, 75019. Interested persons may call Kenneth Griffin, P.E., Director of Engineering and Public Works at (972) 304-3679 for more information from to . The City of Dallas, in accordance with the National Flood Insurance Program regulation 65.7(b)(1) hereby gives notice of the City's intent to revise the floodway, generally located between Belt Line Road and MacArthur Boulevard. Specifically, the floodway shall be revised from a point 400 feet upstream of MacArthur Boulevard to a point approximately 2,300 feet upstream of MacArthur Boulevard. As a result of the floodway revision, the floodway shall widen with a maximum widening of 56 feet at a point approximately 2,300 feet upstream of MacArthur Boulevard, and narrow with a maximum narrowing of 230 feet at a point approximately 1,800 feet upstream of MacArthur Boulevard. In addition, the 1% annual chance water-surface elevations and/or the 1% annual chance floodplain shall be revised from a point 550 feet upstream of MacArthur Boulevard to a point 2,900 feet upstream of MacArthur Boulevard. As a result of the revision, the 1% annual chance water-surface elevations shall decrease and/or the 1% annual chance floodplain shall narrow within the area of revision. Maps and detailed analysis of the revision can be reviewed at the City of Dallas Department of Public Works located at 320 E. Jefferson, Room 307, Dallas, Texas 75203. Interested persons may call Steve Parker, P.E., Program Manager— Floodplain and Drainage Management at (214) 948-4666 for more information from to . The City of Irving, in accordance with the National Flood Insurance Program regulation 65.7(b)(1) hereby gives notice of the City's intent to revise the floodway, generally located between Belt Line Road and MacArthur Boulevard. Specifically, the floodway shall be revised from a point 400 feet upstream of MacArthur Boulevard to a point approximately 2,300 feet upstream of MacArthur Boulevard. As a result of the floodway revision, the floodway shall widen with a maximum widening of 56 feet at a point approximately 2,300 feet upstream of MacArthur Boulevard, and narrow with a maximum narrowing of 230 feet at a point approximately 1,800 feet upstream of MacArthur Boulevard. In addition, the 1% annual chance water-surface elevations and/or the 1% annual chance floodplain shall be revised from a point 550 feet upstream of MacArthur Boulevard to a point 2,900 feet upstream of MacArthur Boulevard. As a result of the revision, the 1% annual chance water-surface elevations shall decrease and/or the 1% annual chance floodplain shall narrow within the area of revision. Maps and detailed analysis of the revision can be reviewed at the City of Irving City Hall located at 825 W. Irving Boulevard, Irving, Texas 75060. Interested persons may call Garry Fennell at (972) 721-3721 for more information from to . REQUEST FOR A LETTER OF MAP REVISION FOR THE MACARTHUR CENTER SITE ON GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS APPENDIX 0 Digital Copy of Input Files Request for a Letter of Map Revision for The MacAthur Center Site on Grapevine Creek in Coppell, Texas January 2013 AVO: 29119 ill HALFF 201 North Bowser Road, Richardson,TX 75081 214.346.6200 www.halff.com