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PA1501-SY160208
Andrew Brown Park Conditional Letter of Map Revision Coppell, Texas M Prepared By: 550 Bailey Ave., Suite 400 Fort Worth, TX 76107 TX Reg. F-1114 February 2016 DALP No. B000810 1 Table of Contents PURPOSE OF STUDY .................................................................................................... 2 REVIEW OF PREVIOUS FLOOD STUDIES ................................................................... 2 HYDROLOGY ................................................................................................................. 3 HYDRAULIC ANALYSIS ................................................................................................. 4 CONCLUSIONS .............................................................................................................. 7 2 PURPOSE OF STUDY A flood study was performed for Denton Creek to determine the potential impact of the proposed improvements to Andrew Brown Park on the creek floodplain. The project site is located south of Sam Rayburn Tollway, north of Parkway Boulevard, east of Copperstone Court, and west of North Moore Road in Coppell, Texas as shown in Appendix A -Figure 1. The purpose of this report is to present the findings of our study with respect to the proposed work in the floodplain area. As part of the study a 404 permit was obtained from the U.S. Army Corps of Engineers (Corps) on April 21, 2015. A water rights permit is not required for this project as there will be no additional volume of state water captured on site since the proposed channel and existing lakes will be full at all times, and any inflow of run off will be conveyed downstream to Denton Creek via existing storm drain systems and/or overland flow. REVIEW OF PREVIOUS FLOOD STUDIES The previous flood studies performed on Denton Creek and the corresponding hydraulic models were obtained from the City of Coppell, FEMA, and the Army Corps of Engineers (Corps). The latest hydraulic model obtained from FEMA for Denton Creek was a HEC-2 model, which appeared to include cross sectional data from numerous engineering firms including Dannenbaum, Kimley Horn, Brockette-Davis- Drake, and Halff Associates. The best hydraulic work maps for Denton Creek that could be found were included in “A City-Wide Storm Water Management Plan for the City of Coppell, Texas ”, prepared by Albert Halff Associates in 1991. The hydraulic work maps provided in that report were geo-referenced and overlayed with effective FEMA D-FIRM data as shown in Appendix A -Figure 2. The effective HEC-2 model was converted to HEC-RAS to assist in developing the duplicate effective model. A comparison of the computed water surface elevations between the effective and duplicate effective hydraulic models is presented in Table 1. The effective FEMA lettered cross section “C” appears to have been labeled as “B” in the 1991 study HEC-2 model, nevertheless both (FEMA and Halff) HEC-2 models designate this cross section to be located at River Station 25530; however, the effective FIS profile for Denton Creek includes a station equation indicating River Station 25520 is equal to River Station 26220, consequently station 26220 was designated as the downstream limits of this study. The upstream limits of the study extend to the King’s Lake LOMR study that was submitted by Kimley Horn and Associates, and made effective by FEMA on March 19, 2015. 3 Table 1. Duplicate Effective HEC-RAS and Effective HEC-2 WSE Comparison Denton Creek River Sta Effective Duplicate Effective Change in WSEL (ft) Change in Velocity (fps)Q 100yr (cfs) WSEL (ft) Velocity (fps) Q 100yr (cfs) WSEL (ft) Velocity (fps) 34950 14900 463.53 5.6014900 463.625.500.09 -0.10 34850 14900 462.42 8.7014900 462.538.600.11 -0.10 34260 14900 462.40 3.2414900 462.533.190.13 -0.05 33470 14900 461.53 4.8514900 461.654.750.12 -0.10 33145 14900 461.23 3.9514900 461.343.900.11 -0.05 32725 14900 461.00 3.5114900 461.103.590.100.08 32305 14900 459.75 7.8214900 459.718.29 -0.04 0.47 32250 14900 459.93 5.8014900 459.925.99 -0.01 0.19 32230 21300 457.18 14.1121300 457.2314.080.05 -0.03 32215 Bridge 32200 21300 456.94 14.4321300 457.0014.390.06 -0.04 32150 21300 457.45 11.2021300 457.5011.210.050.01 31230 21300 456.87 6.7721300 456.956.730.08 -0.04 30570 21300 456.68 4.7221300 456.744.730.060.01 29610 21300 456.34 3.9621300 456.413.970.070.01 28870 21300 456.12 3.6221300 456.183.650.060.03 28080 21300 455.49 5.4021300 455.555.430.060.03 26830 21300 454.74 5.6321300 454.825.570.08 -0.06 25530 20600 453.67 6.1620600 453.786.090.11 -0.07 HYDROLOGY No new hydrologic data were developed as part of this study. The Denton Creek regulatory peak discharges that were included in Flood Insurance Study (FIS) for Dallas County dated July 7, 2014 were used in this study. Fully developed conditions 100-year peak discharges for Denton Creek were included in “A City-Wide Storm Water Management Plan for the City of Coppell, Texas”, prepared by Albert Halff Associates in 1991, and used in this study. The confluence of Denton Creek and Cottonwood Branch is located within the limits of this floodplain study. The creek flowlines converge downstream of Denton Tap road, however the 100-year flood waters from Denton Creek and Cottonwood Branch actually join upstream of Denton Tap Road; therefore the combined peak discharge from both creeks is applied to the hydraulic model upstream of the bridge.Table 2 below shows the peak discharges for Denton Creek and the coinciding HEC-RAS cross-sections that the flow change was applied. 4 Table 2. Peak Discharges for Denton Creek Denton Creek River Station 10-YR (cfs) 50-YR (cfs) 100-YR (cfs) 500-YR (cfs) ULT 100-YR (cfs) 35082 9400 13200 14900 36200 16681 31364 13300 18900 21300 36200 22468 26220 12800 18200 20600 36200 22468 HYDRAULIC ANALYSIS A detailed hydraulic study was performed for Denton Creek through Andrew Brown Park. The 10-, 50-, 100-, 500-year, and ultimate developed 100-year water surface elevations for existing (corrected effective) and proposed conditions were computed. The corresponding 100-year corrected effective and proposed floodplain limits were delineated through the project site to verify no adverse impact due to the proposed park improvements. The Corps’ HEC-RAS (v4.1) program was utilized to calculate the water surface elevations along the streams. HEC-GeoRAS was used as a preprocessor to provide cross section and reach length data for the development of the HEC-RAS hydraulic stream models. In addition, HEC-GeoRAS was also used as a postprocessor to map the floodplain limits computed by the HEC-RAS hydraulic model. The creek alignment and cross sections were spatially defined by digitizing the alignments using the ArcGIS software. The geo-referenced data was exported to HEC-RAS by HEC-GeoRAS. The effective stream centerline as presented in the DFIRM database was used in this study. The HEC-RAS cross section data were developed using a combination of 2’ LIDAR contour data and on-site survey data. Manning’s roughness coefficients, or ‘n-values’, for channel and over bank areas were based on site visits and aerial imagery. The boundary conditions for the downstream ends of the model were based on known effective FEMA water surface elevations from the Flood Insurance Study (included in Appendix C). The detailed HEC-RAS output reports and cross sections are provided in the attached Appendix C. Table 3 below displays the 100-year water surface elevation and channel velocities for corrected effective and proposed conditions. The most upstream cross section (Sta. 35082) in this study is the same cross section as the downstream boundary of the effective King’s Lake LOMR hydraulic model. The calculated proposed base flood elevation (BFE), 462.44 feet at this cross section is within 0.5-ft of the effective BFE of 462.10. The ultimate developed 100-year water surface elevation and velocity comparison for existing and proposed conditions is presented in Appendix B. Appendix A – Figures 3, 4, and 5 display the computed floodplain delineations. 5 Table 3 - Denton Creek HEC-RAS Model 100-year Results Comparison Denton Creek River Sta Corrected Effective Proposed Change in WSEL (ft) Change in Velocity (fps)Q 100yr (cfs) WSEL (ft) Velocity (fps) Q 100yr (cfs) WSEL (ft) Velocity (fps) 35082 14900462.45 6.08 14900 462.44 6.08 -0.01 0.00 33345 14900462.67 3.6314900 462.66 3.64 -0.01 0.01 33158 14900462.54 3.9514900 462.53 3.95 -0.01 0.00 32905 14900462.48 3.5414900 462.47 3.55 -0.01 0.01 32763 14900462.44 3.2914900 462.43 3.29 -0.01 0.00 32288 14900461.87 5.8014900 461.86 5.80 -0.01 0.00 31972 14900461.75 4.9714900 461.74 4.98 -0.01 0.01 31804 14900461.59 5.0414900 461.58 5.05 -0.01 0.01 31584 14900461.55 3.7714900 461.54 3.78 -0.01 0.01 31437 14900461.36 4.5414900 461.34 4.55 -0.02 0.01 31364 21300461.12 6.0921300 461.08 6.21 -0.04 0.12 31253 21300461.15 4.9021300 461.14 4.79 -0.01 -0.11 31105 21300461.01 5.3621300 460.96 5.47 -0.05 0.11 31021 21300460.46 8.2821300 460.33 8.69 -0.13 0.41 30918 21300460.26 7.3621300 460.17 7.43 -0.09 0.07 30115 Denton Tap Road Bridge 30667 21300458.98 8.38 21300 458.86 8.49 -0.12 0.11 30229 21300459.04 3.2921300 458.92 3.35 -0.12 0.06 30134 21300459.06 2.3521300 458.94 2.39 -0.12 0.04 29439 21300457.91 7.7721300 457.74 7.92 -0.17 0.15 29363 21300457.98 5.6121300 457.81 5.77 -0.17 0.16 29238 21300457.96 4.4821300 457.77 4.64 -0.19 0.16 29109 21300457.91 4.1621300 457.72 4.30 -0.19 0.14 29001 21300457.82 4.2221300 457.63 4.35 -0.19 0.13 28926 21300457.74 4.5521300 457.49 4.54 -0.25 -0.01 28814 21300457.65 4.9521300 457.48 3.81 -0.17 -1.14 28663 21300457.38 5.1121300 457.34 4.03 -0.04 -1.08 28426 21300456.93 6.2121300 456.93 5.59 0.00 -0.62 28291 21300456.79 6.2921300 456.76 6.05 -0.03 -0.24 28132 21300456.61 6.1621300 456.59 6.05 -0.02 -0.11 28009 21300456.61 5.0421300 456.52 5.81 -0.09 0.77 27916 21300456.49 5.5821300 456.44 5.88 -0.05 0.30 27875 21300456.42 5.8921300 456.42 5.90 0.00 0.01 27635 21300456.31 4.8921300 456.31 4.89 0.00 0.00 27358 21300456.06 4.9821300 456.06 4.98 0.00 0.00 27046 21300455.74 4.5621300 455.74 4.56 0.00 0.00 26715 21300455.30 5.3721300 455.30 5.37 0.00 0.00 26220 20600454.67 5.7620600 454.67 5.76 0.00 0.00 6 As shown in Table 3, in general, the proposed 100-year BFE for Denton Creek through Andrew Brown Park appears to decrease due to the proposed improvements. Per City of Coppell floodplain development criteria, any proposed development within the floodplain should be designed in a way that the existing valley storage within the floodplain does not decrease due to any proposed fill placed in the floodplain. The ‘no loss of valley storage’ criteria significantly affected the proposed grading plan for Andrew Brown Park. As shown in Table 4, the valley storage within the study limits would actually increase for the 1-, 50-, 100-, and ultimate developed 100-year storm events due to the proposed grading improvements within Andrew Brown Park. It appears as if there is a decrease in valley storage for the 500-year event, which is likely caused by the overall decrease in 500- year base flood elevation through the study limits due to the increased conveyance provided above the 100-year flood elevation. Table 4 - Denton Creek HEC-RAS Model Valley Storage Results Comparison Existing Proposed Volume River StaProfile VolumeVolume Difference (acre-ft)(acre-ft)(acre-ft) 35082 10-YR 899.08 914.34 15.26 35082 50-YR 1124.72 1144.86 20.14 35082 100-YR 1235.82 1251.03 15.21 35082 500-YR 1986.39 1940.63 -45.76 35082 ULT 100-YR 1296.13 1304.83 8.7 To complement the traditional HEC-RAS hydraulic analysis, a two-dimensional InfoWorks® ICM model was developed to better understand the existing and proposed complex flow patterns throughout the study limits. The Denton Creek and Cottonwood Branch watersheds were delineated and imported to the ICM model. Hydrologic watershed parameters including curve numbers and flow travel time were estimated and calibrated, so that the resulting hydrographs would generate a peak 100-year discharge similar to the FEMA effective 100-year discharge for Denton Creek and Cottonwood Branch. Existing conditions and proposed grading surfaces that were used to cut the HEC-RAS cross sections were imported to the ICM model and corresponding mesh surfaces were generated in InfoWorks. The hydrographs were allowed to flow onto the resulting meshes, so that the flow patterns during a flood event could be better identified. Simulation videos for existing and proposed conditions were generated and included in Appendix E – Digital Data. The InfoWorks simulation model was used to verify/demonstrate the ineffective flow areas within Andrew Brown Park. There are several cross sections where segments of the cross sections have flood waters flowing in opposite directions until a certain flood elevation is reached. This phenomenon specifically occurs at Andrew Brown Park West, where flow from Cottonwood Branch overtops its northern bank and flows north-west towards Denton Creek through the existing soccer fields. At a certain flood elevation the flow in the soccer fields changes direction and starts flowing south-east (same direction as Denton Creek). As a result, the initial flow in the opposite direction to flow in Denton Creek is designated as ineffective flow. A similar situation occurs downstream of the Denton Tap Road Bridge, where Cottonwood Branch makes a sharp turn north-west towards Denton Creek. Again, ineffective flows have been identified in the HEC-RAS model to account for the flow in the opposite direction to the main Denton Creek flow. 7 CONCLUSIONS This floodplain study demonstrates that the proposed Andrew Brown Park development is not expected to have an adverse impact on Denton Creek BFEs, and no structure upstream or downstream of the project site should be negatively affected by the minimal changes in the water surface elevations in the study creek. If you have any questions or comments, please do not hesitate to call. Sincerely, DUNAWAY ASSOCIATES, L.P. a Texas limited partnership Dr. Cuneyt Erbatur, P.E., CFM, LEED AP Project Manager B000810 - Report APPENDIX A FIGURES Project Site DentonDenton CountyCounty DallasDallas CountyCounty TarrantTarrant CountyCounty Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community 0 1 2 Andrew Brown Park July 2015 1 in = 2 miles PROJECT LOCATION FIGURE 1 ± Path: \\ftworth\file system\Production500\000800\B000810\Design\001\Water Resources\GIS\Figure 1 Location Map.mxd Legend Study Limits D E N T O N C R E E K OLD DENTON CREEK L i m i t s o f S t u d y Li m i t s o f S t u d y L i m i t s o f S t u d y 35 4 8 4 35 0 8 2 36 8 3 7 35 6 1 4 36 9 9 0 36 2 1 7 36 4 6 5 35 8 3 8 36 0 3 4 C D B A Co p y r i g h t 2 0 1 6 D u n a w a y A s s o c i a t e s , L P FIGURE PREPARED BY:Andrew Brown Park Historical Floodplain Map1/27/20162 Reg. #: 1114 CHECKED BY:___ DATE: OCE PROJECT #:000810 0 300600150 Feet Pa t h : \ \ f t w o r t h \ f i l e s y s t e m \ P r o d u c t i o n 5 0 0 \ 0 0 0 8 0 0 \ B 0 0 0 8 1 0 \ D e s i g n \ 0 0 1 \ W a t e r R e s o u r c e s \ G I S \ F i g u r e 2 - H i s t o r i c a l F l o o d p l a i n M a p 2 2 x 3 4 . m x d ¯ Legend Dunaway Study Limits FEMA Creeks Kings Lake LOMR XS FEMA Lettered XS Kings Lake LOMR FP Layer C-FLOODPLAIN-PR-100YR_FEMA C-FLOODPLAIN-PR-500YR_FEMA C-FLOODWAY-PR FEMA Flood Zones Floodway 100-YR Floodplain Note: Geo-Referenced Figures from "A City-Wide Storm Water Management Plan for The City of Coppell, Texas", prepared by Albert H. Halff Associates, dated January 1991 Downstream limits of Dunaway study. Effective FEMA FIS Profile Denton Creek Sta.26220 Known Water Surface Elevation: 10-yr: 451.80 50-yr: 453.30 100-yr: 454.67 500-yr: 458.00 100-yr Ult: 455.07 Upstream limits of Dunaway study. Effective King's Lake LOMR Denton Creek Sta.35082 100-yr BFE: 460.10 35484 35082 36837 35614 36990 36217 36465 35838 36034 37201 4 6 0 470 4 5 0 4 4 0 480 4 9 0 4 5 0 4 6 0 4 5 0 470 4 4 0 45 0 470 450 4 6 0 440 4 5 0 4 4 0 4 6 0 450 4 7 0 4 7 0 490 460 460 470 450 440 4 4 0 4 6 0 460 480 460 460 4 6 0 4 6 0 460 460 460 460 4 6 0 4 7 0 440 450 440 4 5 0 4 6 0 460 4 5 0 450 440 460 450 4 6 0 46 0 450 450 450 4 4 0 4 6 0 4 4 0 460 4 6 0 450 460 4 6 0 4 6 0 440 4 6 0 4 5 0 4 6 0 4 5 0 4 6 0 460 4 4 0 460 470 460 450 450 450 4 6 0 4 6 0 460 460 4 5 0 4 4 0 4 4 0 4 6 0 4 5 0 450 460 4 6 0 460 460 450 450 460 450 470 460 480 4 6 0 460 4 6 0 4 5 0 4 6 0 440 460 460 4 6 0 4 6 0 450 460 46 0 450 4 7 0 4 6 0 4 5 0 L i m i t s o f S t u d y Limits of Study C D B A 30918 30667310213136431105 31253 3 1 8 0 4 31437 3 1 9 7 2 33345 3 2 2 8 8 33158 31584 32905 30229 3 0 1 3 4 2 9 4 39 29363 29238 28426 2 9 1 0 9 2 6 2 2 0 2 8 9 2 6 2 8 8 1 4 2 8 6 63 2 6 7 1 5 2 7 0 4 6 2 7 3 5 8 2 7 6 3 5 2 7 8 7 5 2 7 9 1 6 2 8 0 0 9 2 8 2 9 1 2 8 1 3 2 D e n t o n C r e e k L i m i t s o f S t u d y Copyright 2016 Dunaway Associates, LP FIGURE PREPARED BY:Andrew Brown Park Corrected Effective Floodplain Map1/25/20163 Reg. #: 1114 CHECKED BY:___ DATE: OCE PROJECT #:000810 0 300 600150 Feet Path: \\ftworth\file system\Production500\000800\B000810\Design\001\Water Resources\GIS\Figure 3 - Corre cted Effective Floodplain Map 22x34.mxd ¯ Legend River Existing RAS XS Kings Lake LOMR XS Existing Surface Minor Contours Major Contours FEMA Lettered XS Corrected Effective Ult 100-yr FP Corrected Effective 100-yr FP Kings Lake LOMR FP Layer 100-yr FP 500-yr FP Floodway FEMA Flood Zones Floodway 100-yr Floodplain 460 470 4 5 0 4 4 0 480 4 9 0 4 5 0 4 7 0 480 4 5 0 460 460 4 5 0 450 460 4 4 0 4 6 0 440 450 470 440 460 4 5 0 4 4 0 460 460 4 5 0 460 460 4 6 0 450 4 6 0 4 6 0 440 4 4 0 440 460 460 470 4 5 0 460 470 450 4 5 0 460 450 450 4 6 0 4 6 0 4 6 0 4 4 0 450 4 4 0 460 450 480 44 0 4 6 0 450 490 4 5 0 450 440 4 6 0 4 6 0 450 4 4 0 460 4 4 0 4 4 0 4 6 0 4 4 0 470 460 460 470 460 4 7 0 4 4 0 4 6 0 460 4 5 0 4 6 0 4 6 0 45 0 470 450 460 450 440 L i m i t s o f S t u d y L i m i t s o f S t u d y Limits of Study C D A B 35484 35082 36837 35614 36990 36217 36465 36034 30918 3066731021 31364 31105 31253 3 1 8 0 4 31437 3 1 9 7 2 33345 3 2 2 8 8 33158 31584 32905 30229 3 0 1 3 4 2 9 4 3 9 293 63 29238 28426 2 9 1 0 9 2 6 2 2 0 2 8 9 2 6 2 8 8 1 4 2 8 6 6 3 2 6 7 1 5 2 7 0 4 6 2 7 3 5 8 2 7 6 3 5 2 7 8 7 5 2 7 9 1 6 2 8 0 0 9 2 8 2 9 1 2 8 1 3 2 D e n t o n C r e e k Copyright 2016 Dunaway Associates, LP FIGURE PREPARED BY:Andrew Brown Park Proposed Floodplain Map1/25/20164 Reg. #: 1114 CHECKED BY:___ DATE: OCE PROJECT #:000810 0 300 600150 Feet Path: \\ftworth\file system\Production500\000800\B000810\Design\001\Water Resources\GIS\Figure 4 - Proposed Floodplain Map 22x34.mxd ¯ Legend River Proposed RAS XS Kings Lake LOMR XS FEMA Lettered XS Proposed Surface Minor Contours Major Contours Proposed 100-yr FP Kings Lake LOMR FP Layer 100-yr FP 500-yr FP Floodway FEMA Flood Zones FLD_ZONE, ZONE_SUBTY Floodway 100-yr Floodplain 460 470 4 5 0 4 8 0 4 4 0 4 9 0 500 4 4 0 4 6 0 460 490 460 440 460 450 4 6 0 460 460 460 460 450 4 4 0 4 5 0 4 6 0470 450 450 4 4 0 4 4 0 450 470 460 4 5 0 460 440 4 4 0 4 4 0 4 6 0 480 460 450 4 5 0 460 4 6 0 450 440 4 5 0 450 440 460 4 6 0 4 5 0 460 4 6 0 450 440 4 6 0 4 5 0 490 450 480 460 4 6 0 4 6 0 450 4 4 0 470 440 4 4 0 460 4 4 0 4 4 0 470 450 4 6 0 4 6 0460 450 470 4 7 0 4 4 0 460 460 450 4 5 0 460 4 6 0 4 5 0 470 4 5 0 4 6 0 4 4 0 L i m i t s o f S t u d y Limits of Study L i m i t s o f S t u d y C D A B 35484 35082 36837 35614 36217 36465 36034 30918 3066731021 31364 31105 31253 3 1 8 0 4 31437 3 1 9 7 2 33345 3 2 2 8 8 33158 31584 32763 30229 3 0 1 3 4 2 9 4 3 9 293 63 29238 28426 2 9 1 0 9 2 6 2 2 0 2 8 9 2 6 2 8 8 1 4 2 8 6 6 3 2 6 7 1 5 2 7 0 4 6 2 7 3 5 8 2 7 6 3 5 2 7 8 7 5 2 7 9 1 6 2 8 0 0 9 2 8 2 9 1 2 8 1 3 2 D e n t o n C r e e k Copyright 2016 Dunaway Associates, LP FIGURE PREPARED BY:Andrew Brown Park Ultimate Developed Floodplain Map1/25/20165 Reg. #: 1114 CHECKED BY:___ DATE: OCE PROJECT #:000810 0 300 600150 Feet Path: \\ftworth\file system\Production500\000800\B000810\Design\001\Water Resources\GIS\Figure 5 - Ultimate Developed Floodpla in Map 22x34.mxd ¯ Legend River Proposed RAS XS Kings Lake LOMR XS Proposed Surface Minor Contours Major Contours FEMA Lettered XS Ultimate 100-yr FP Kings Lake LOMR FP Layer 100-yr FP 500-yr FP Floodway FEMA Flood Zones Floodway 100-YR Floodplain L i m i t s o f S t u d y Limits of S tudy L i m i t s o f S t u d y I ANNOTATED FIRM MAP ANDREW BROWN PARK COPPELL, TEXAS JANUARY 2016 DALP #B000810.001 FIGURE 6 1 inch = 1,000 feet REG. #1114 0 1,000 2,000 Feet Path: \\ftworth\file system\Production500\000800\B000810\Design\001\Water Resources\GIS\Figure 6 - Annotated FIRM Map.mxd Legend Proposed 100yr FP Proposed 500yr FP 9 APPENDIX B HEC-RAS RESULTS SUMMARY TABLES HEC-RAS Plan: Corr_Eff River: DentonCreek Reach: Reach1 Reach River Sta Profile Q Total Min Ch ElW.S. ElevCrit W.S.E.G. ElevE.G. Slope Vel Chnl Flow AreaTop WidthFroude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach135082 10-YR 9400.00435.46460.44448.41460.770.0006024.652214.49365.39 0.23 Reach135082 50-YR 13200.00435.46461.90450.52462.390.0008435.702911.76907.06 0.28 Reach135082 100-YR 14900.00435.46462.45451.35463.000.0009336.083275.701318.96 0.30 Reach135082 500-YR 36200.00435.46466.22460.16467.490.0018449.906251.561851.58 0.43 Reach135082 ULT 100-YR16681.00435.46462.87452.19463.490.0010506.513562.301589.32 0.31 Reach133345 10-YR 9400.00438.25460.55450.27460.660.0002323.053766.05502.09 0.13 Reach133345 50-YR 13200.00438.25462.08452.02462.220.0002693.494559.70564.98 0.15 Reach133345 100-YR 14900.00438.25462.67452.78462.820.0002793.634891.91571.45 0.15 Reach133345 500-YR 36200.00438.25466.72458.99467.120.0005055.587381.691229.61 0.21 Reach133345 ULT 100-YR16681.00438.25463.11453.64463.290.0003023.845147.63576.37 0.16 Reach133158 10-YR 9400.00438.15460.44456.41460.590.0005043.523138.06486.49 0.18 Reach133158 50-YR 13200.00438.15461.96457.05462.150.0005083.833896.01510.90 0.18 Reach133158 100-YR 14900.00438.15462.54457.30462.740.0005103.954194.40522.84 0.19 Reach133158 500-YR 36200.00438.15466.45459.76466.980.0008155.886440.831352.45 0.25 Reach133158 ULT 100-YR16681.00438.15462.97457.54463.200.0005394.144422.56532.17 0.19 Reach132905 10-YR 9400.00438.02460.38452.73460.490.0002843.083616.11514.70 0.14 Reach132905 50-YR 13200.00438.02461.90454.70462.050.0003043.414411.16530.65 0.15 Reach132905 100-YR 14900.00438.02462.48456.60462.640.0003123.544725.21559.17 0.16 Reach132905 500-YR 36200.00438.02466.39459.15466.790.0005195.287372.601714.45 0.21 Reach132905 ULT 100-YR16681.00438.02462.91456.88463.090.0003353.744970.69583.33 0.16 Reach132763 10-YR 9400.00437.96460.35452.97460.450.0002682.813732.53520.71 0.14 Reach132763 50-YR 13200.00437.96461.87454.30462.000.0002893.154541.37628.22 0.15 Reach132763 100-YR 14900.00437.96462.44456.06462.590.0002983.294923.60729.96 0.15 Reach132763 500-YR 36200.00437.96466.35458.74466.700.0004784.878100.941908.27 0.20 Reach132763 ULT 100-YR16681.00437.96462.87456.40463.040.0003193.475248.04791.84 0.16 Reach132288 10-YR 9400.00437.72459.99448.26460.270.0004714.302490.95725.77 0.19 Reach132288 50-YR 13200.00437.72461.36450.17461.780.0006525.362941.82902.55 0.23 Reach132288 100-YR 14900.00437.72461.87450.93462.350.0007335.803127.01980.74 0.25 Reach132288 500-YR 36200.00437.72465.86459.02466.400.0008717.267906.001365.77 0.28 Reach132288 ULT 100-YR16681.00437.72462.21451.66462.770.0008436.303397.841086.25 0.26 Reach131972 10-YR 9400.00437.56459.86450.74460.090.0005554.172558.49734.59 0.20 Reach131972 50-YR 13200.00437.56461.24452.74461.530.0006324.743088.581173.48 0.22 Reach131972 100-YR 14900.00437.56461.75453.55462.080.0006654.973306.481212.29 0.22 Reach131972 500-YR 36200.00437.56465.76459.94466.110.0006245.608326.281484.86 0.22 Reach131972 ULT 100-YR16681.00437.56462.08454.37462.460.0007385.313521.081253.64 0.23 Reach131804 10-YR 9400.00437.48459.71454.42459.970.0008614.522345.99540.90 0.24 Reach131804 50-YR 13200.00437.48461.08457.29461.410.0008574.872949.221096.42 0.24 Reach131804 100-YR 14900.00437.48461.59457.59461.950.0008685.043188.391227.11 0.25 Reach131804 500-YR 36200.00437.48465.66460.49466.000.0006615.278461.261751.30 0.22 Reach131804 ULT 100-YR16681.00437.48461.91457.89462.320.0009505.353340.361277.68 0.26 Reach131584 10-YR 9400.00437.37459.64452.72459.790.0005453.412986.32634.92 0.19 Reach131584 50-YR 13200.00437.37461.03456.55461.220.0005393.643789.141076.31 0.19 Reach131584 100-YR 14900.00437.37461.55456.87461.760.0005433.774105.541425.42 0.20 Reach131584 500-YR 36200.00437.37465.63459.45465.850.0004434.1710277.822036.63 0.19 Reach131584 ULT 100-YR16681.00437.37461.87457.11462.110.0005944.014303.681513.06 0.21 Reach131437 10-YR 9400.00437.30459.45456.30459.690.0008514.192415.54597.94 0.23 Reach131437 50-YR 13200.00437.30460.84457.09461.120.0008204.413119.101299.34 0.23 Reach131437 100-YR 14900.00437.30461.36457.37461.660.0008174.543417.091680.72 0.24 Reach131437 500-YR 36200.00437.30465.55460.18465.780.0005054.3810196.832832.84 0.19 Reach131437 ULT 100-YR16681.00437.30461.66457.65461.990.0008944.833595.301701.85 0.25 Reach131364 10-YR 13300.00437.26459.08457.07459.570.0019536.362489.36720.60 0.36 Reach131364 50-YR 18900.00437.26460.55457.89461.020.0015626.253785.231507.37 0.33 Reach131364 100-YR 21300.00437.26461.12458.14461.560.0013846.094427.641738.94 0.31 Reach131364 500-YR 36200.00437.26465.59460.29465.730.0002983.5013187.093390.97 0.15 Reach131364 ULT 100-YR22468.00437.26461.51458.33461.910.0012255.854912.871935.25 0.30 Reach131253 10-YR 13300.00437.20459.15451.23459.380.0005874.463800.85881.21 0.21 Reach131253 50-YR 18900.00437.20460.59453.43460.850.0006044.835255.031992.24 0.22 Reach131253 100-YR 21300.00437.20461.15454.21461.410.0005934.905953.342161.33 0.22 Reach131253 500-YR 36200.00437.20465.57458.47465.690.0002373.6514295.193401.45 0.14 Reach131253 ULT 100-YR22468.00437.20461.53456.49461.780.0005514.806449.382184.17 0.21 Reach131105 10-YR 13300.00437.13458.85456.88459.230.0017525.902952.88960.18 0.34 Reach131105 50-YR 18900.00437.13460.42457.65460.730.0012495.514606.671905.70 0.29 Reach131105 100-YR 21300.00437.13461.01457.97461.300.0011025.365294.291989.06 0.28 Reach131105 500-YR 36200.00437.13465.51459.66465.650.0003603.8013115.833327.60 0.17 Reach131105 ULT 100-YR22468.00437.13461.40458.10461.670.0009755.155765.702050.43 0.26 Reach131021 10-YR 13300.00437.09457.01455.53458.830.00687211.421490.10432.30 0.66 Reach131021 50-YR 18900.00437.09459.46457.96460.490.0036229.683276.221669.85 0.50 Reach131021 100-YR 21300.00437.09460.46459.37461.130.0023758.284354.741932.85 0.41 Reach131021 500-YR 36200.00437.09465.43460.68465.610.0005675.0312694.583790.98 0.21 Reach131021 ULT 100-YR22468.00437.09460.98459.50461.530.0019147.634939.521980.82 0.37 Reach130918 10-YR 13300.00437.00457.68449.91458.190.0010696.082553.26577.99 0.29 Reach130918 50-YR 18900.00437.00459.52452.05460.170.0012207.053207.641175.72 0.31 Reach130918 100-YR 21300.00437.00460.26452.80460.960.0012527.363508.071618.43 0.32 Reach130918 500-YR 36200.00437.00465.24457.36465.540.0005805.9713408.053932.82 0.23 Reach130918 ULT 100-YR22468.00437.00460.65453.11461.360.0012477.463676.021695.96 0.32 Reach130805 Denton Tap Road Bridge Reach130667 10-YR 13300.00437.00457.00449.93457.610.0015456.562354.76542.44 0.32 Reach130667 50-YR 18900.00437.00458.43452.05459.270.0019767.932920.95719.96 0.36 Reach130667 100-YR 21300.00437.00458.98452.80459.900.0021028.383161.21772.00 0.38 Reach130667 500-YR 36200.00437.00461.91457.49463.190.00255110.374547.421350.72 0.43 Reach130667 ULT 100-YR22468.00437.00459.29453.11460.230.0021208.533301.71822.25 0.38 1 HEC-RAS Plan: Corr_Eff River: DentonCreek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch ElW.S. ElevCrit W.S.E.G. ElevE.G. Slope Vel Chnl Flow AreaTop WidthFroude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach130229 10-YR 13300.00438.00456.95449.96457.070.0003902.885295.811180.99 0.17 Reach130229 50-YR 18900.00438.00458.46450.98458.590.0003923.196927.511214.11 0.17 Reach130229 100-YR 21300.00438.00459.04451.35459.180.0003893.297577.411232.82 0.17 Reach130229 500-YR 36200.00438.00462.14453.37462.320.0003573.6911281.971850.58 0.17 Reach130229 ULT 100-YR22468.00438.00459.37451.53459.520.0003783.307949.821243.75 0.17 Reach130134 10-YR 13300.00437.90456.96446.38457.020.0002082.007451.731110.60 0.10 Reach130134 50-YR 18900.00437.90458.47447.52458.540.0002312.289190.031201.41 0.11 Reach130134 100-YR 21300.00437.90459.06447.95459.130.0002342.359895.421210.44 0.11 Reach130134 500-YR 36200.00437.90462.16450.39462.270.0002402.7213769.781859.61 0.11 Reach130134 ULT 100-YR22468.00437.90459.39448.15459.460.0002302.3710296.131215.32 0.11 Reach129439 10-YR 13300.00437.27456.19449.78456.640.0020685.872637.28374.97 0.32 Reach129439 50-YR 18900.00437.27457.42451.47458.090.0027287.273135.22435.80 0.38 Reach129439 100-YR 21300.00437.27457.91452.07458.660.0029467.773357.13489.93 0.40 Reach129439 500-YR 36200.00437.27460.00455.38461.640.00542711.754821.351164.71 0.55 Reach129439 ULT 100-YR22468.00437.27458.06452.36458.960.0035138.563437.20578.64 0.43 Reach129363 10-YR 13300.00437.20456.17449.70456.450.0013664.743299.10591.70 0.27 Reach129363 50-YR 18900.00437.20457.46451.31457.820.0015285.414098.07636.93 0.29 Reach129363 100-YR 21300.00437.20457.98451.92458.370.0015555.614434.25663.02 0.30 Reach129363 500-YR 36200.00437.20460.60455.47461.070.0014586.266816.711146.09 0.30 Reach129363 ULT 100-YR22468.00437.20458.22452.21458.620.0015535.694609.63751.99 0.30 Reach129238 10-YR 13300.00437.09456.09 456.290.0008124.193998.91886.67 0.23 Reach129238 50-YR 18900.00437.09457.42 457.650.0007544.425226.32951.74 0.23 Reach129238 100-YR 21300.00437.09457.96 458.190.0007264.485743.661003.76 0.23 Reach129238 500-YR 36200.00437.09460.64 460.880.0006204.789483.711509.12 0.22 Reach129238 ULT 100-YR22468.00437.09458.20 458.440.0007354.576040.171266.61 0.23 Reach129109 10-YR 13300.00436.97456.05448.54456.190.0004993.594648.801012.31 0.20 Reach129109 50-YR 18900.00436.97457.37450.08457.550.0005394.065948.581146.66 0.21 Reach129109 100-YR 21300.00436.97457.91450.70458.090.0005294.166506.921176.63 0.21 Reach129109 500-YR 36200.00436.97460.61454.74460.800.0004384.3611036.551640.73 0.20 Reach129109 ULT 100-YR22468.00436.97458.15451.07458.340.0005364.246768.411505.08 0.21 Reach129001 10-YR 13300.00436.87455.97448.84456.130.0006353.744513.62899.01 0.21 Reach129001 50-YR 18900.00436.87457.29450.35457.480.0006344.105664.85935.31 0.21 Reach129001 100-YR 21300.00436.87457.82450.94458.030.0006284.226137.62955.12 0.21 Reach129001 500-YR 36200.00436.87460.47454.88460.730.0006975.149791.301630.90 0.24 Reach129001 ULT 100-YR22468.00436.87458.06451.21458.270.0006294.286355.281181.90 0.22 Reach128926 10-YR 13300.00436.80455.90448.60456.080.0006423.964237.09803.70 0.22 Reach128926 50-YR 18900.00436.80457.21450.18457.430.0006694.425309.91887.47 0.23 Reach128926 100-YR 21300.00436.80457.74450.79457.970.0006654.555756.44910.21 0.23 Reach128926 500-YR 36200.00436.80460.36454.88460.660.0007865.699219.831607.10 0.26 Reach128926 ULT 100-YR22468.00436.80457.98451.09458.220.0006654.615961.19920.22 0.23 Reach128814 10-YR 13300.00436.70455.85447.05455.990.0006103.695306.69912.48 0.20 Reach128814 50-YR 18900.00436.70457.13448.54457.340.0008244.676497.761064.10 0.24 Reach128814 100-YR 21300.00436.70457.65449.05457.890.0008674.956997.111090.97 0.25 Reach128814 500-YR 36200.00436.70460.21451.69460.550.0010856.3710620.571625.49 0.29 Reach128814 ULT 100-YR22468.00436.70457.89449.28458.130.0008895.097223.191103.23 0.26 Reach128663 10-YR 13300.00436.57455.66445.42455.880.0006783.924607.90871.81 0.19 Reach128663 50-YR 18900.00436.57456.88447.21457.200.0008994.825753.73988.44 0.23 Reach128663 100-YR 21300.00436.57457.38447.88457.730.0009635.116254.351001.66 0.24 Reach128663 500-YR 36200.00436.57459.83451.25460.360.0012796.598810.991634.02 0.28 Reach128663 ULT 100-YR22468.00436.57457.61448.18457.980.0009935.256481.791005.48 0.24 Reach128426 10-YR 13300.00436.36455.33 455.660.0011884.873837.49920.69 0.26 Reach128426 50-YR 18900.00436.36456.45 456.910.0015145.894895.60975.52 0.29 Reach128426 100-YR 21300.00436.36456.93 457.430.0015906.215370.141000.67 0.30 Reach128426 500-YR 36200.00436.36459.30 459.970.0019117.698036.411349.22 0.35 Reach128426 ULT 100-YR22468.00436.36457.15 457.660.0016266.355587.461012.76 0.31 Reach128291 10-YR 13300.00436.24455.16 455.480.0014885.393850.771009.89 0.31 Reach128291 50-YR 18900.00436.24456.29 456.670.0016856.185016.111075.23 0.34 Reach128291 100-YR 21300.00436.24456.79 457.170.0016366.295561.821091.92 0.33 Reach128291 500-YR 36200.00436.24459.22 459.660.0015837.078381.111228.15 0.34 Reach128291 ULT 100-YR22468.00436.24457.01 457.400.0016226.355808.181099.28 0.33 Reach128132 10-YR 13300.00436.09454.93 455.290.0009245.703567.85980.12 0.33 Reach128132 50-YR 18900.00436.09456.10 456.480.0009296.114738.081018.93 0.33 Reach128132 100-YR 21300.00436.09456.61 456.990.0008956.165267.331039.65 0.33 Reach128132 500-YR 36200.00436.09459.06 459.490.0008556.778014.801230.44 0.33 Reach128132 ULT 100-YR22468.00436.09456.84 457.220.0008856.205505.131049.18 0.33 Reach128009 10-YR 13300.00435.98454.94 455.160.0005554.514356.081083.77 0.26 Reach128009 50-YR 18900.00435.98456.10 456.340.0005814.935631.641117.43 0.27 Reach128009 100-YR 21300.00435.98456.61 456.860.0005755.046211.001146.16 0.26 Reach128009 500-YR 36200.00435.98459.06 459.350.0005575.569145.341254.70 0.26 Reach128009 ULT 100-YR22468.00435.98456.84 457.090.0005695.076472.991152.01 0.26 Reach127916 10-YR 13300.00435.90454.80 455.090.0005735.113949.101070.87 0.28 Reach127916 50-YR 18900.00435.90455.96 456.280.0005985.545217.231103.34 0.29 Reach127916 100-YR 21300.00435.90456.49 456.800.0005775.585798.321122.12 0.28 Reach127916 500-YR 36200.00435.90458.95 459.300.0005636.128727.151268.08 0.28 Reach127916 ULT 100-YR22468.00435.90456.72 457.030.0005715.616057.741130.60 0.28 Reach127875 10-YR 13300.00435.86454.70 455.060.0006755.513704.991094.10 0.30 Reach127875 50-YR 18900.00435.86455.90 456.250.0006675.825033.681132.01 0.30 Reach127875 100-YR 21300.00435.86456.42 456.770.0006525.895634.811186.64 0.30 Reach127875 500-YR 36200.00435.86458.93 459.270.0005676.128753.651290.24 0.28 Reach127875 ULT 100-YR22468.00435.86456.65 457.000.0006385.895918.291197.52 0.29 2 HEC-RAS Plan: Corr_Eff River: DentonCreek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch ElW.S. ElevCrit W.S.E.G. ElevE.G. Slope Vel Chnl Flow AreaTop WidthFroude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach127635 10-YR 13300.00435.65454.56 454.830.0010804.963812.021189.63 0.28 Reach127635 50-YR 18900.00435.65455.78 456.030.0009124.925293.691233.29 0.26 Reach127635 100-YR 21300.00435.65456.31 456.560.0008454.895957.691266.05 0.25 Reach127635 500-YR 36200.00435.65458.85 459.100.0006374.839265.661353.09 0.23 Reach127635 ULT 100-YR22468.00435.65456.56 456.790.0008104.856265.081272.71 0.25 Reach127358 10-YR 13300.00435.40454.17 454.500.0013735.343485.121234.93 0.31 Reach127358 50-YR 18900.00435.40455.50 455.770.0010305.055157.001278.34 0.27 Reach127358 100-YR 21300.00435.40456.06 456.310.0009334.985878.081325.28 0.26 Reach127358 500-YR 36200.00435.40458.68 458.920.0006364.739467.871419.11 0.23 Reach127358 ULT 100-YR22468.00435.40456.32 456.560.0008784.916222.191333.80 0.26 Reach127046 10-YR 13300.00435.12453.66 453.980.0016005.253180.441330.26 0.31 Reach127046 50-YR 18900.00435.12455.13 455.370.0011344.835190.671392.18 0.27 Reach127046 100-YR 21300.00435.12455.74 455.960.0009344.566055.301410.25 0.25 Reach127046 500-YR 36200.00435.12458.46 458.670.0006304.3610102.521660.21 0.21 Reach127046 ULT 100-YR22468.00435.12456.02 456.230.0008664.476451.261420.32 0.24 Reach126715 10-YR 13300.00434.80452.68 453.290.0025686.672188.861264.49 0.40 Reach126715 50-YR 18900.00434.80454.51 454.890.0017536.004406.341478.55 0.34 Reach126715 100-YR 21300.00434.80455.30 455.590.0012825.375612.211569.83 0.29 Reach126715 500-YR 36200.00434.80458.27 458.470.0005744.2510622.751734.34 0.21 Reach126715 ULT 100-YR22468.00434.80455.64 455.900.0011185.116152.301603.61 0.28 Reach126220 10-YR 12800.00434.40451.80445.21452.300.0015806.132364.771204.78 0.35 Reach126220 50-YR 18200.00434.40453.30447.37453.970.0020617.293102.501433.54 0.40 Reach126220 100-YR 20600.00434.40454.67448.01455.020.0011415.765125.391510.59 0.30 Reach126220 500-YR 36200.00434.40458.00451.32458.210.0005394.6910494.111737.50 0.21 Reach126220 ULT 100-YR22468.00434.40455.07448.48455.390.0010415.625733.161528.23 0.29 3 HEC-RAS Plan: Proposed River: DentonCreek Reach: Reach1 Reach River Sta Profile Q Total Min Ch ElW.S. ElevCrit W.S.E.G. ElevE.G. Slope Vel Chnl Flow AreaTop WidthFroude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach135082 10-YR 9400.00435.46460.42448.41460.750.0006054.662206.60364.15 0.23 Reach135082 50-YR 13200.00435.46461.91450.52462.400.0008415.702917.88914.29 0.28 Reach135082 100-YR 14900.00435.46462.44451.35462.990.0009356.083268.921313.06 0.30 Reach135082 500-YR 36200.00435.46466.01460.16467.350.00195810.116077.501851.25 0.44 Reach135082 ULT 100-YR16681.00435.46462.82452.19463.450.0010626.543532.491561.27 0.32 Reach133345 10-YR 9400.00438.25460.53450.27460.640.0002343.063755.28501.70 0.13 Reach133345 50-YR 13200.00438.25462.09452.02462.230.0002683.484565.11565.09 0.15 Reach133345 100-YR 14900.00438.25462.66452.78462.810.0002803.644886.43571.34 0.15 Reach133345 500-YR 36200.00438.25466.54458.99466.950.0005295.687258.321141.81 0.21 Reach133345 ULT 100-YR16681.00438.25463.07453.64463.250.0003063.865124.90575.93 0.16 Reach133158 10-YR 9400.00438.15460.42456.41460.570.0005103.533127.16486.13 0.18 Reach133158 50-YR 13200.00438.15461.97457.05462.160.0005063.833901.11511.06 0.18 Reach133158 100-YR 14900.00438.15462.53457.30462.730.0005123.954189.16522.63 0.19 Reach133158 500-YR 36200.00438.15466.25459.76466.800.0008616.006307.331270.85 0.25 Reach133158 ULT 100-YR16681.00438.15462.93457.54463.160.0005484.174400.64531.27 0.19 Reach132905 10-YR 9400.00438.02460.36452.73460.470.0002873.093604.19514.46 0.15 Reach132905 50-YR 13200.00438.02461.91454.70462.060.0003023.414416.60530.76 0.15 Reach132905 100-YR 14900.00438.02462.47456.60462.630.0003133.554719.95561.44 0.16 Reach132905 500-YR 36200.00438.02466.18459.15466.600.0005515.417215.381564.65 0.21 Reach132905 ULT 100-YR16681.00438.02462.87456.88463.050.0003403.764948.59588.69 0.16 Reach132763 10-YR 9400.00437.96460.32452.97460.430.0002702.823720.33661.02 0.14 Reach132763 50-YR 13200.00437.96461.88454.30462.010.0002873.144550.73735.99 0.15 Reach132763 100-YR 14900.00437.96462.43456.06462.580.0002993.294955.73784.51 0.15 Reach132763 500-YR 36200.00437.96466.14458.74466.510.0005034.967978.911862.28 0.20 Reach132763 ULT 100-YR16681.00437.96462.83456.40463.000.0003223.485267.88790.44 0.16 Reach132288 10-YR 9400.00437.72459.97448.26460.240.0004754.312482.99994.45 0.19 Reach132288 50-YR 13200.00437.72461.38450.17461.790.0006505.352945.971051.60 0.23 Reach132288 100-YR 14900.00437.72461.86450.93462.340.0007355.803122.571082.64 0.25 Reach132288 500-YR 36200.00437.72465.57459.02466.170.0009777.627544.661331.10 0.29 Reach132288 ULT 100-YR16681.00437.72462.16451.66462.730.0008566.333354.901123.60 0.27 Reach131972 10-YR 9400.00437.56459.84450.74460.060.0005614.192548.581071.36 0.20 Reach131972 50-YR 13200.00437.56461.25452.74461.540.0006294.733093.831186.89 0.21 Reach131972 100-YR 14900.00437.56461.74453.55462.070.0006684.983300.961209.80 0.22 Reach131972 500-YR 36200.00437.56465.45459.94465.850.0007135.937905.051471.96 0.24 Reach131972 ULT 100-YR16681.00437.56462.03454.37462.410.0007545.353450.221243.88 0.24 Reach131804 10-YR 9400.00437.48459.68454.42459.940.0008744.542333.311043.77 0.24 Reach131804 50-YR 13200.00437.48461.09457.29461.420.0008524.862955.531198.36 0.24 Reach131804 100-YR 14900.00437.48461.58457.59461.940.0008735.053181.871246.22 0.25 Reach131804 500-YR 36200.00437.48465.34460.49465.730.0007675.608000.601732.70 0.24 Reach131804 ULT 100-YR16681.00437.48461.85457.89462.260.0009755.413311.281269.81 0.26 Reach131584 10-YR 9400.00437.37459.60452.72459.760.0005553.432968.861142.52 0.19 Reach131584 50-YR 13200.00437.37461.05456.55461.240.0005363.633797.721313.63 0.19 Reach131584 100-YR 14900.00437.37461.54456.87461.750.0005473.784096.771358.73 0.20 Reach131584 500-YR 36200.00437.37465.29459.45465.550.0005294.509585.692016.31 0.20 Reach131584 ULT 100-YR16681.00437.37461.81457.11462.050.0006094.054264.631380.60 0.21 Reach131437 10-YR 9400.00437.30459.42456.30459.660.0008674.222399.59731.62 0.24 Reach131437 50-YR 13200.00437.30460.86457.09461.130.0008144.403127.841621.06 0.23 Reach131437 100-YR 14900.00437.30461.34457.37461.640.0008234.553408.181678.50 0.24 Reach131437 500-YR 36200.00437.30465.20460.18465.470.0005994.719571.812433.75 0.21 Reach131437 ULT 100-YR16681.00437.30461.59457.65461.930.0009224.883553.561698.72 0.25 Reach131364 10-YR 13300.00437.26459.02457.07459.530.0020436.482395.91901.48 0.37 Reach131364 50-YR 18900.00437.26460.52457.89461.020.0016436.403699.931468.64 0.34 Reach131364 100-YR 21300.00437.26461.08458.14461.540.0014486.214383.171687.98 0.32 Reach131364 500-YR 36200.00437.26465.24460.60465.410.0003803.9012227.603328.50 0.17 Reach131364 ULT 100-YR22468.00437.26461.42458.33461.840.0013006.004818.551809.22 0.30 Reach131253 10-YR 13300.00437.20459.09451.23459.340.0006124.543677.221061.93 0.22 Reach131253 50-YR 18900.00437.20460.60453.43460.850.0005824.755447.481632.34 0.21 Reach131253 100-YR 21300.00437.20461.14454.21461.390.0005664.796144.041772.58 0.21 Reach131253 500-YR 36200.00437.20465.22458.37465.360.0002653.8213158.393181.11 0.15 Reach131253 ULT 100-YR22468.00437.20461.46456.49461.700.0005364.726569.161804.99 0.21 Reach131105 10-YR 13300.00437.13458.78456.88459.180.0018566.042861.04872.69 0.35 Reach131105 50-YR 18900.00437.13460.40457.65460.720.0012895.594534.481471.94 0.30 Reach131105 100-YR 21300.00437.13460.96457.95461.270.0011585.475188.091585.46 0.28 Reach131105 500-YR 36200.00437.13465.15459.66465.310.0004344.1112307.033320.56 0.18 Reach131105 ULT 100-YR22468.00437.13461.30458.10461.590.0010575.335588.741775.88 0.27 Reach131021 10-YR 13300.00437.09456.97455.53458.770.00684411.361471.97383.24 0.66 Reach131021 50-YR 18900.00437.09459.34458.04460.470.00394010.033126.301218.26 0.52 Reach131021 100-YR 21300.00437.09460.33459.33461.080.0026528.694173.131923.61 0.43 Reach131021 500-YR 36200.00437.09465.05460.74465.260.0006905.4711789.703746.22 0.23 Reach131021 ULT 100-YR22468.00437.09460.81459.51461.430.0021898.094700.741993.01 0.39 Reach130918 10-YR 13300.00437.00457.65449.91458.160.0010796.102543.35525.52 0.29 Reach130918 50-YR 18900.00437.00459.45452.05460.110.0012467.113180.64783.15 0.31 Reach130918 100-YR 21300.00437.00460.17452.80460.890.0012827.433472.911220.90 0.32 Reach130918 500-YR 36200.00437.00464.76457.37465.170.0007706.7711510.013884.56 0.26 Reach130918 ULT 100-YR22468.00437.00460.52453.11461.250.0012937.563620.271324.15 0.32 Reach130805 Denton Tap Road Bridge Reach130667 10-YR 13300.00437.00456.97449.93457.580.0015626.582342.14537.35 0.32 Reach130667 50-YR 18900.00437.00458.33452.05459.190.0020378.022881.35711.79 0.37 Reach130667 100-YR 21300.00437.00458.86452.80459.810.0021818.493110.17759.21 0.38 Reach130667 500-YR 36200.00437.00461.52457.49462.930.00283710.784359.411330.12 0.45 Reach130667 ULT 100-YR22468.00437.00459.11453.11460.100.0022458.713218.75784.98 0.39 1 HEC-RAS Plan: Proposed River: DentonCreek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch ElW.S. ElevCrit W.S.E.G. ElevE.G. Slope Vel Chnl Flow AreaTop WidthFroude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach130229 10-YR 13300.00438.00456.91449.96457.030.0003972.905254.711180.00 0.17 Reach130229 50-YR 18900.00438.00458.36450.98458.500.0004093.246821.051211.12 0.17 Reach130229 100-YR 21300.00438.00458.92451.35459.070.0004093.357443.551228.87 0.17 Reach130229 500-YR 36200.00438.00461.77453.37461.970.0004043.8610820.301656.79 0.18 Reach130229 ULT 100-YR22468.00438.00459.18451.53459.340.0004083.407737.031237.52 0.18 Reach130134 10-YR 13300.00437.90456.93446.38456.980.0002112.017409.431108.91 0.10 Reach130134 50-YR 18900.00437.90458.38447.52458.450.0002402.319074.611199.95 0.11 Reach130134 100-YR 21300.00437.90458.94447.95459.010.0002442.399751.611208.61 0.11 Reach130134 500-YR 36200.00437.90461.79450.39461.910.0002692.8313301.041479.91 0.12 Reach130134 ULT 100-YR22468.00437.90459.20448.15459.280.0002462.4310068.631212.56 0.11 Reach129439 10-YR 13300.00437.27456.14449.78456.600.0021055.902618.95372.54 0.33 Reach129439 50-YR 18900.00437.27457.29451.47457.970.0028547.383077.11429.13 0.39 Reach129439 100-YR 21300.00437.27457.74452.07458.520.0031197.923275.46461.78 0.41 Reach129439 500-YR 36200.00437.27459.94455.38461.280.00463710.834765.96876.46 0.51 Reach129439 ULT 100-YR22468.00437.27457.95452.36458.770.0032368.163376.17496.23 0.42 Reach129363 10-YR 13300.00437.20456.12449.70456.400.0013974.783268.80586.27 0.27 Reach129363 50-YR 18900.00437.20457.32451.31457.700.0016345.554008.20633.73 0.30 Reach129363 100-YR 21300.00437.20457.81451.92458.210.0016745.774318.48653.47 0.31 Reach129363 500-YR 36200.00437.20460.29455.47460.800.0016656.586465.631103.22 0.32 Reach129363 ULT 100-YR22468.00437.20458.03452.21458.450.0016995.884467.98716.37 0.31 Reach129238 10-YR 13300.00437.09456.03 456.240.0008414.253949.31883.66 0.23 Reach129238 50-YR 18900.00437.09457.28 457.510.0008174.565085.18944.48 0.24 Reach129238 100-YR 21300.00437.09457.77 458.020.0007974.645562.45970.85 0.24 Reach129238 500-YR 36200.00437.09460.32 460.600.0007105.039013.261499.25 0.23 Reach129238 ULT 100-YR22468.00437.09458.00 458.260.0008084.745788.171241.54 0.24 Reach129109 10-YR 13300.00436.97455.99448.54456.140.0005133.624596.541005.69 0.20 Reach129109 50-YR 18900.00436.97457.22450.08457.410.0005724.155793.321131.48 0.22 Reach129109 100-YR 21300.00436.97457.72450.70457.920.0005794.306308.491166.49 0.22 Reach129109 500-YR 36200.00436.97460.29454.74460.500.0004984.5810520.871614.51 0.21 Reach129109 ULT 100-YR22468.00436.97457.95451.07458.150.0005794.366549.051179.19 0.22 Reach129001 10-YR 13300.00436.87455.91448.84456.070.0006573.794462.60896.62 0.21 Reach129001 50-YR 18900.00436.87457.13450.35457.330.0006854.225525.52930.85 0.22 Reach129001 100-YR 21300.00436.87457.63450.94457.840.0006854.355962.76945.10 0.22 Reach129001 500-YR 36200.00436.87460.13454.88460.420.0008315.529228.811608.32 0.26 Reach129001 ULT 100-YR22468.00436.87457.85451.21458.080.0006904.436165.24956.65 0.23 Reach128926 10-YR 13300.00436.80455.80453.03456.000.0011223.853758.44651.96 0.21 Reach128926 50-YR 18900.00436.80457.01453.03457.260.0012534.384706.88878.61 0.23 Reach128926 100-YR 21300.00436.80457.49453.03457.770.0012704.545116.14899.88 0.23 Reach128926 500-YR 36200.00436.80459.95454.59460.330.0014465.497491.901445.57 0.24 Reach128926 ULT 100-YR22468.00436.80457.72453.03458.000.0012724.605306.14909.33 0.23 Reach128814 10-YR 13300.00436.70455.79447.05455.900.0004383.125248.59910.40 0.17 Reach128814 50-YR 18900.00436.70456.99448.54457.140.0005193.686363.931056.49 0.19 Reach128814 100-YR 21300.00436.70457.48449.05457.640.0005243.816833.331082.10 0.19 Reach128814 500-YR 36200.00436.70459.94451.69460.180.0006014.679392.631500.24 0.22 Reach128814 ULT 100-YR22468.00436.70457.71449.28457.880.0005273.877049.681093.54 0.20 Reach128663 10-YR 13300.00436.57455.66445.42455.820.0005243.444462.35868.05 0.17 Reach128663 50-YR 18900.00436.57456.85447.21457.050.0005933.905581.01987.37 0.18 Reach128663 100-YR 21300.00436.57457.34447.88457.550.0006004.036071.541000.69 0.19 Reach128663 500-YR 36200.00436.57459.80451.25460.090.0006294.628636.981632.83 0.20 Reach128663 ULT 100-YR22468.00436.57457.57448.18457.790.0006034.086298.551004.83 0.19 Reach128426 10-YR 13300.00436.36455.34 455.640.0010544.593403.36697.39 0.24 Reach128426 50-YR 18900.00436.36456.46 456.830.0012625.384214.64757.41 0.27 Reach128426 100-YR 21300.00436.36456.93 457.330.0012915.594579.02772.76 0.27 Reach128426 500-YR 36200.00436.36459.31 459.840.0014246.646660.721074.42 0.30 Reach128426 ULT 100-YR22468.00436.36457.15 457.560.0013055.694748.59780.45 0.28 Reach128291 10-YR 13300.00436.24455.11 455.450.0015915.553334.531007.67 0.32 Reach128291 50-YR 18900.00436.24456.25 456.640.0016266.064523.421074.08 0.33 Reach128291 100-YR 21300.00436.24456.76 457.130.0015226.055070.791090.98 0.32 Reach128291 500-YR 36200.00436.24459.22 459.610.0012976.407919.311228.04 0.31 Reach128291 ULT 100-YR22468.00436.24456.99 457.360.0014836.065321.601098.37 0.32 Reach128132 10-YR 13300.00436.09454.90 455.270.0009275.703455.97961.35 0.33 Reach128132 50-YR 18900.00436.09456.08 456.450.0009086.034623.941017.24 0.33 Reach128132 100-YR 21300.00436.09456.59 456.960.0008646.055151.121038.69 0.32 Reach128132 500-YR 36200.00436.09459.06 459.460.0007836.487923.201230.51 0.31 Reach128132 ULT 100-YR22468.00436.09456.82 457.190.0008496.065393.031048.41 0.32 Reach128009 10-YR 13300.00435.98454.88453.02455.150.0005164.954080.20965.55 0.26 Reach128009 50-YR 18900.00435.98456.02453.02456.340.0005675.595197.30997.09 0.27 Reach128009 100-YR 21300.00435.98456.52453.02456.860.0005765.815701.521023.09 0.27 Reach128009 500-YR 36200.00435.98458.97454.87459.370.0005826.678568.581252.28 0.26 Reach128009 ULT 100-YR22468.00435.98456.75453.02457.090.0005735.875936.891028.97 0.26 Reach127916 10-YR 13300.00435.90454.77 455.090.0006085.263767.95983.17 0.29 Reach127916 50-YR 18900.00435.90455.93 456.280.0006595.804920.131015.28 0.30 Reach127916 100-YR 21300.00435.90456.44 456.800.0006445.885449.411033.45 0.30 Reach127916 500-YR 36200.00435.90458.91 459.320.0006536.588161.411179.65 0.30 Reach127916 ULT 100-YR22468.00435.90456.68 457.030.0006405.925691.441042.09 0.30 Reach127875 10-YR 13300.00435.86454.70 455.060.0006765.523704.661094.11 0.30 Reach127875 50-YR 18900.00435.86455.90 456.250.0006695.825033.291131.98 0.30 Reach127875 100-YR 21300.00435.86456.42 456.770.0006545.905640.021186.63 0.30 Reach127875 500-YR 36200.00435.86458.92 459.270.0005706.138758.791290.23 0.28 Reach127875 ULT 100-YR22468.00435.86456.65 457.000.0006405.905923.501197.51 0.29 2 HEC-RAS Plan: Proposed River: DentonCreek Reach: Reach1 (Continued) Reach River Sta Profile Q Total Min Ch ElW.S. ElevCrit W.S.E.G. ElevE.G. Slope Vel Chnl Flow AreaTop WidthFroude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach127635 10-YR 13300.00435.65454.56 454.830.0010804.963812.021189.63 0.28 Reach127635 50-YR 18900.00435.65455.78 456.030.0009124.925293.691233.29 0.26 Reach127635 100-YR 21300.00435.65456.31 456.560.0008454.895957.691266.05 0.25 Reach127635 500-YR 36200.00435.65458.85 459.100.0006374.839265.661353.09 0.23 Reach127635 ULT 100-YR22468.00435.65456.56 456.790.0008104.856265.081272.71 0.25 Reach127358 10-YR 13300.00435.40454.17 454.500.0013735.343485.121234.93 0.31 Reach127358 50-YR 18900.00435.40455.50 455.770.0010305.055157.001278.34 0.27 Reach127358 100-YR 21300.00435.40456.06 456.310.0009334.985878.081325.28 0.26 Reach127358 500-YR 36200.00435.40458.68 458.920.0006364.739467.871419.11 0.23 Reach127358 ULT 100-YR22468.00435.40456.32 456.560.0008784.916222.191333.80 0.26 Reach127046 10-YR 13300.00435.12453.66 453.980.0016005.253180.441330.26 0.31 Reach127046 50-YR 18900.00435.12455.13 455.370.0011344.835190.671392.18 0.27 Reach127046 100-YR 21300.00435.12455.74 455.960.0009344.566055.301410.25 0.25 Reach127046 500-YR 36200.00435.12458.46 458.670.0006304.3610102.521660.21 0.21 Reach127046 ULT 100-YR22468.00435.12456.02 456.230.0008664.476451.261420.32 0.24 Reach126715 10-YR 13300.00434.80452.68 453.290.0025686.672188.861264.49 0.40 Reach126715 50-YR 18900.00434.80454.51 454.890.0017536.004406.341478.55 0.34 Reach126715 100-YR 21300.00434.80455.30 455.590.0012825.375612.211569.83 0.29 Reach126715 500-YR 36200.00434.80458.27 458.470.0005744.2510622.751734.34 0.21 Reach126715 ULT 100-YR22468.00434.80455.64 455.900.0011185.116152.301603.61 0.28 Reach126220 10-YR 12800.00434.40451.80445.21452.300.0015806.132364.771204.78 0.35 Reach126220 50-YR 18200.00434.40453.30447.37453.970.0020617.293102.501433.54 0.40 Reach126220 100-YR 20600.00434.40454.67448.01455.020.0011415.765125.391510.59 0.30 Reach126220 500-YR 36200.00434.40458.00451.32458.210.0005394.6910494.111737.50 0.21 Reach126220 ULT 100-YR22468.00434.40455.07448.48455.390.0010415.625733.161528.23 0.29 3 River Sta ProfileQ TotalVel ChnlVel RightVel LeftVel ChnlVel RightVel LeftVel ChnlVel RightVel Left (cfs)(ft/s)(ft/s)(ft/s)(ft/s)(ft/s)(ft/s)(ft/s)(ft/s)(ft/s) 350822-YR44792.93002.9300000 333452-YR44792.560.381.142.560.381.14000 331582-YR44793.840.992.193.840.992.19000 329052-YR447930.461.4430.461.44000 327632-YR44792.640.581.422.640.581.42000 322882-YR44792.730.210.282.73 0.2 0.280-0.010 319722-YR44793.5301.413.5301.41000 318042-YR44795.250.252.195.250.252.19000 315842-YR44794.1401.654.1401.6400-0.01 314372-YR44796.1401.536.1401.5200-0.01 313642-YR44796.72 2.8 0.776.73 2.8 0.770.0100 312532-YR44793.02 1.5 0.573.02 1.5 0.57000 311052-YR44796.334.2406.344.2400.0100 310212-YR44795.413.4105.413.42000.010 309182-YR44792.761.440.462.761.440.46000 30805 Denton Tap Road Bridge 306672-YR44792.791.530.352.791.530.35000 302292-YR44791.37 0.7 0.131.37 0.7 0.13000 301342-YR44790.980.410.190.980.410.19000 294392-YR71923.8630.483.8730.480.0100 293632-YR71923.632.3503.632.350000 292382-YR71923.981.720.183.991.720.170.010-0.01 291092-YR71923.041.95 0.1 3.041.960.0900.01-0.01 290012-YR71923.221.7403.231.7400.0100 289262-YR7192 3.3 1.8603.072.410-0.230.550 288142-YR71922.491.640 2.4 1.720-0.090.080 286632-YR71922.650.2302.590.770-0.060.540 284262-YR71923.37 0.30 3.340.730-0.030.430 282912-YR71924.291.9204.332.2800.040.360 281322-YR71924.761.6704.781.7300.020.060 280092-YR71923.661.7403.791.6400.13 -0.10 279162-YR71924.021.6204.021.64000.020 278752-YR7192 4.4 1.470 4.4 1.470000 276352-YR71924.252.0504.252.050000 273582-YR71924.182.4404.182.440000 270462-YR71923.542.9303.542.930000 267152-YR71923.862.8203.862.820000 262202-YR7725 3.7 2.390 3.7 2.390000 Existing Proposed Proposed-Existing Andrew Brown Park - Denton Creek 2-year Existing to Proposed Velocity Comparison Table 10 APPENDIX C FEMA INFORMATION 88 Table 4 Summary Of Discharges PEAK DISCHARGES (cfs) FLOODING SOURCE AND LOCATION DRAINAGE AREA (sq. mile) 10% Annual Chance 2% Annual Chance 1% Annual Chance 0.20% Annual Chance Redelineation Detailed Study Streams DENTON CREEK At confluence with Elm Fork of Trinity River 24.239 10,600 15,500 17,800 36,20010 Below confluence of Cottonwood Branch 19.459 13,300 18,900 21,300 36,20010 Above confluence of Cottonwood Branch 12.529 9,400 13,200 14,900 36,20010 At State Route 121 10.309 10,000 13,800 15,600 36,20010 DIXON BRANCH At White Rock Lake 7.10 6,300 9,540 11,130 12,385 Below Stream 5B10 5.05 5,610 8,080 9,320 10,210 Above Stream 5B10 4.44 5,130 7,230 8,220 10,150 Below East Prong of Dixon Branch 3.27 4,430 6,010 6,700 9,000 Above East Prong of Dixon Branch 1.82 2,780 3,460 3,760 4,500 At upstream limit of study 0.92 2,000 2,830 3,210 3,800 DRY CREEK At Mouth 3.31 4,350 6,000 6,700 8,500 At Rock Island Road 2.40 3,550 4,900 5,500 6,900 At State Route 183 1.30 2,450 3,350 3,750 4,650 DUCK CREEK At confluence with East Fork of Trinity River 45.00 20,600 30,100 34,400 45,300 320 feet above Beltline Road 31.6011 20,00011 29,50011 33,50011 42,30011 Below confluence of Long Branch of Duck Creek 30.6211 20,20011 29,60011 33,50011 42,10011 Above confluence of Long Branch of Duck Creek 24.4111 17,00011 23,80011 26,80011 33,00011 Below Jupiter Road 5.20 7,970 10,690 11,680 13,510 Below confluence of Stream 2C7 4.45 7,150 9,400 10,250 12,130 Above confluence of Stream 2C7 2.38 4,130 5,300 5,700 6,700 Below Arapaho Road 1.44 2,750 3,550 3,910 4,750 Above confluence of right bank tributary 2,000 feet above Arapaho Road 1.10 2,290 2,830 3,110 3,810 Above Collins Boulevard 0.81 2,300 2,950 3,230 4,240 9Drainage area below Grapevine Lake 10Does not increase due to storage routing effects 11Refer to the New Detailed Study Streams Section for updated drainage areas and peak discharges for Duck Creek. FLOODPROFILES ANDINCORPORATEDAREAS FEDERALEMERGENCYMANAGEMENTAGENCYLEGEND0.2%ANNUALCHANCEFLOOD CROSSSECTIONLOCATIONSTREAMBED 119PDENTONCREEK ELEVATIONINFEET(NAVD88) 1%ANNUALCHANCEFLOOD 2%ANNUALCHANCEFLOOD 10%ANNUALCHANCEFLOOD DALLASCOUNTY,TX STREAM DISTANCE IN THOUSANDS OF FEET ABOVE CONFLUENCE WITH ELM FORK OF TRINITY RIVER480470460430440450 480 470 460 450 440 430 39383736 35 34 33 32 31 30 29 28 27 26 420 410 490 500 490500 STATION 25,520 = STATION 26,220 CONFLUENCEOF COTTONWOODBRANCH DENTONTAPROAD STATEHIGHWAY121 CITYOFLEWISVILLECITYOFCOPPELL D E DentonCreekFEMA_Duplicate_Effective.rep HEC-RAS Version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Denton Creek FEMA Project File : DentonCreekFEMA.prj Run Date and Time: 1/21/2016 3:47:48 PM Project in English units PLAN DATA Plan Title: Duplicate Effective Plan File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.p01 Geometry Title: Duplicate Effective Geometry File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.g01 Flow Title : Effective Flow File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.f01 Plan Summary Information: Number of: Cross Sections = 37 Multiple Openings = 0 Culverts = 0 Inline Structures = 0 Bridges = 1 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: Effective Flow File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.f01 Flow Data (cfs) River Reach RS 10yr 50yr 100yr 500yr RIVER-1 Reach-1 56940 4000 7000 9400 36200 RIVER-1 Reach-1 48000 5300 8000 9800 36200 RIVER-1 Reach-1 40650 6600 9100 10200 36200 RIVER-1 Reach-1 39540 9900 13700 15400 36200 RIVER-1 Reach-1 39490 10000 13800 15600 36200 RIVER-1 Reach-1 34950 9400 13200 14900 36200 RIVER-1 Reach-1 32230 13300 18900 21300 36200 RIVER-1 Reach-1 28080 13300 18900 21300 36200 RIVER-1 Reach-1 25530 12800 18200 20600 36200 Boundary Conditions River Reach Profile Upstream Downstream RIVER-1 Reach-1 10yr Known WS = 449.7 RIVER-1 Reach-1 50yr Known WS = 450.5 RIVER-1 Reach-1 100yr Normal S = 0.000452 RIVER-1 Reach-1 500yr Normal S = 0.000452 GEOMETRY DATA Geometry Title: Duplicate Effective Geometry File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.g01 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 56940 INPUT Description: FEMA CROSS SECTION Station Elevation Data num= 33 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 502 1070 499.4 1720 494.5 1850 490.8 2090 477.8 2330 474.5 2480 474.6 2820 472.4 2980 475.6 3120 473.6 3300 472 3640 475 3760 475 3850 473.4 3880 469 3920 469 3930 474 3980 475.8 4120 475.3 4290 472 Page 1 DentonCreekFEMA_Duplicate_Effective.rep 4335 462 4340 454.5 4345 451 4355 449.2 4360 449 4370 452 4400 467 4415 474 4440 473 4445 473.8 4630 476 4760 500 4800 502 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .05 1850 .052 4120 .055 4335 .045 4415 .058 4630 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4335 4415 1250 1350 1250 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 55590 INPUT Description: FEMA CROSS SECTION Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 501.5 1100 493 1300 487 1500 484 1550 486 1900 489 2000 480 2500 475 2600 475 3000 471 3600 472 3900 472 4000 473 4240 476 4250 470 4300 452.4 4325 452.4 4340 472 4390 474 4410 472.5 4440 473 4480 483 4540 502 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .04 1300 .055 1900 .06 4250 .045 4340 .06 4480 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4250 4340 2000 2240 2200 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 53350 INPUT Description: FEMA CROSS SECTION Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 510 1200 498 1300 492 1850 479 1900 476 2100 474 2500 472.5 2750 474 3400 472 3450 467 3510 469 3700 472.5 3740 472.5 4000 470 4700 472 5170 475 5300 470 5360 473 5470 472 5570 456 5580 450 5590 448 5600 450 5620 450 5630 451 5650 460 5670 467 5700 473 5900 472 6000 473 6100 478 6120 481.4 6170 490 6230 510 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .05 1300 .055 3400 .05 5570 .045 5670 .058 6120 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 5570 5670 1650 2000 1750 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 51350 INPUT Description: FEMA CROSS SECTION Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 509 1100 504 1400 492.6 1600 490.5 1850 487 2030 479 2230 474.5 2470 472.8 2690 472.5 2930 474 3140 471.3 3400 469.6 3600 468.7 3800 468.5 3870 468.5 4000 470.5 4100 470.5 4160 470.3 4200 446.5 4238 447.5 4280 470.3 4315 471 4415 469.4 4515 470.2 4585 483.8 4615 482 4675 484 5215 498 5330 500 5420 505.5 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .05 1400 .05 2930 .055 4160 .045 4515 .058 4585 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4160 4515 3600 3350 3700 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 48000 INPUT Description: FEMA CROSS SECTION Station Elevation Data num= 32 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1300 503 1450 490 1490 482.2 1540 482.5 1590 474 1710 465.6 1740 464.8 1880 464.5 1890 467.2 2330 469 2355 459 2370 457 2375 445.6 2385 446 2395 446.8 Page 2 DentonCreekFEMA_Duplicate_Effective.rep 2405 448.5 2410 454 2430 462.3 2445 466.5 2500 471 2830 465.5 3060 467.8 3170 467.8 3240 475 3350 474.5 3380 487.8 3570 489 3980 491 4330 491 4740 488.5 5020 498.4 5200 501.5 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1300 .06 1540 .055 2330 .055 2370 .045 2445 .06 3350 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2370 2445 5700 7350 2900 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 40650 INPUT Description: FEMA CROSS SECTION Station Elevation Data num= 32 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 501 1200 497 1800 491.5 2400 489 2700 490.2 2950 488.5 3240 489 3750 487.8 4050 480 4180 473 4320 468.2 4500 465 4600 465 4630 465.5 4730 464.8 4770 451.2 4780 440 4800 440 4810 449 4815 457.8 4860 463 4870 467 5080 464 5120 465 5170 471 5410 482.5 5550 484.2 5790 483.8 5950 486.8 6130 495.5 6150 497.8 6200 499 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .06 1200 .055 3750 .06 4730 .045 4815 .045 5410 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4730 4815 1400 1110 800 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 39540 INPUT Description: FEMA CROSS SECTION Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 502 1050 491.6 1160 490 1330 487 1530 487 1800 484 2000 483 2100 480 2200 480 2480 477 3450 477 3610 477.3 3730 471.5 3790 465 3900 463 4000 464 4025 468 4040 464 4090 444 4110 442 4150 462.5 4210 468.5 4400 462.8 4600 464 4710 466.5 4880 481.5 4970 483 5080 484 5380 482 5460 482 5600 485 5730 488 5830 493.5 6040 500 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .05 1050 .055 2000 .055 4040 .045 4150 .05 4710 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4040 4150 50 50 50 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 39490 INPUT Description: FEMA CROSS SECTION Station Elevation Data num= 33 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 502 1090 491.5 2380 479 2480 478.5 2670 478 3060 477.5 3175 478.2 3320 477 3470 477 3760 478 3782 465 3885 462.7 3895 462.3 3914 463 3965 464 3985 462.8 4030 467.5 4045 463 4155 454.3 4183 442 4193 442 4217 443.5 4257 462.5 4310 468.5 4505 478.5 4635 464 4670 478.2 4950 478.5 5380 483.5 5520 483.5 5940 495 6120 499 6200 500 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .05 1090 .05 2380 .055 3760 .045 4670 .05 4950 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4030 4310 50 50 50 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 39440 INPUT Description: CROSS SECTION 39440 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. Page 3 DentonCreekFEMA_Duplicate_Effective.rep ********** END OF KH-PARCHE COORDINATION MODEL ****************** Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 502 1050 491.6 1160 490 1330 487 1530 487 1800 484 2000 483 2100 480 2200 480 2480 477 3450 477 3610 477.3 3730 471.5 3790 465 3900 463 4000 464 4025 468 4040 464 4090 444 4110 442 4150 462.5 4210 468.5 4400 462.8 4600 464 4710 466.5 4880 481.5 4970 483 5080 484 5380 482 5460 482 5600 485 5730 488 5830 493.5 6040 500 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .06 1050 .06 2000 .055 4040 .045 4150 .06 4710 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4040 4150 150 150 280 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 39290 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 474 1030 472 1070 470 1115 468 1200 466 1275 464 1320 462 1345 460.3 1400 462 1450 464 1525 464 1540 462 1550 460 1560 450 1565 445 1580 441.88 1600 445 1615 450 1675 460 1710 460 1750 458 1950 458 2000 460 2150 462 2175 464 2180 466 2190 468 2200 470 2240 472 2310 474 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .05 1275 .055 1540 .045 1675 .055 2175 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1525 1675 980 1090 1110 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 38200 INPUT Description: Station Elevation Data num= 49 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 473.2 1250 472 1360 470 1400 468 1450 468 1540 468 1570 466 1600 464 1650 462 1760 461 1930 462 2050 464 2070 466 2100 467.4 2120 466 2125 464 2135 462 2142 460 2160 450 2170 444 2185 441 2200 444 2215 450 2255 460 2270 462 2295 462 2340 462 2390 464 2440 464 2460 462 2480 460 2500 458 2515 456 2530 454 2535 452 2560 451 2580 452 2600 454 2620 456 2670 458 2720 460 2755 462 2780 464 2800 466 2820 468 2840 470 2860 472 2950 474 3070 474.4 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .05 1540 .06 2100 .045 2270 .055 2755 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2100 2270 1150 1230 950 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36970 INPUT Description: CROSS SECTION 36970 FROM FEMA MODEL. UPSTREAM OF PARKS OF COPPELL. Station Elevation Data num= 31 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 483 1050 477.5 1200 475 1430 475 1510 473.8 1810 473 2155 474 2360 469 2560 466 2850 466 2900 465 2930 458 2930 453.5 2930 444 2937 440 2970 442.7 2975 450.6 2985 454 2990 456 3060 465 3140 466.5 3280 465 3400 462 3430 462 3570 464.5 3670 463 3740 459 3870 459 3960 461.5 3990 463.5 4070 473 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .06 1200 .05 2155 .06 2900 .045 3060 .06 3960 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2900 3060 2020 2020 2020 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 Page 4 DentonCreekFEMA_Duplicate_Effective.rep REACH: Reach-1 RS: 34950 INPUT Description: CROSS SECTION 34950 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL MODIFIED TO ELIMINATE FLOW AREAS IN COTTONWOOD BRANCH AT SOUTH END OF THE CROSS SECTION. Station Elevation Data num= 31 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -380 470 -380 465 -260 464 -240 463 -70 463 0 463.48 62 463 190 462 355 461 1005 461 1038 462 1210 463 1270 464 1310 464.3 1338 460 1341 455 1380 450 1388 445 1390 440 1394 439.3 1410 440 1428 445 1435 450 1442 455 1465 460 1520 465 1532 466 1550 467 1570 468 1590 469 1610 470 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val -380 .05 355 .055 1005 .06 1310 .045 1520 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1310 1520 110 100 90 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 34850 INPUT Description: CROSS SECTION 34850. FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. NOT MODIFIED SINCE EFFECTIVE FLOW LIMITS PREVENTS FLOWS FROM ENTERING COTTONWOOD BRANCH AREA AT FAR RIGHT END OF THE SECTION EVEN AT HIGH DISCHARGES. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100-YEAR FLOOD LIMITS. Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 465 648 465 660 461 1005 461 1038 462 1210 463 1270 464 1310 464.3 1338 460 1341 455 1380 450 1388 445 1390 440 1394 439.3 1410 440 1428 445 1442 455 1465 460 1520 465 1532 466 1550 467 1630 471 1648 472 1671 473 1691 474 1710 475 1740 476 1760 477.79 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 648 .055 1005 .06 1310 .045 1520 .055 1671 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1310 1520 520 590 640 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1310 464.3 F 1520 1760 465 F Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 34260 INPUT Description: CROSS SECTION 34260 FROM BROCKETTE DAVIS AND DRAKE PROPOSED MODEL. MODIFIED IN RIGHT OVERBANK AREAS FROM PARKS OF COPPELL TOPOGRAPHY. ADJUST FLOODWAY LIMIT ON RIGHT BANK FROM LIMIT USED IN BROCKETTE MODEL TO LOCATE FLOODWAY LIMIT AT 100-YEAR FLOOD LIMITS. ELIMINATED GROUND POINTS AT SECTION 34260 SOUTH OF 1970. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 470 0 465 853 465 868 461.2 900.8 453 1000 452 1037.5 451.5 1075 452 1166.4 453 1201 461.64 1280 461 1291 460 1304 455 1319 450 1337 440 1340 439 1345 438.8 1350 439 1357 440 1363 445 1381 455 1392 460 1415 461 1445 462 1472 463 1520 464 1620 461 1825 461 1970 460.5 1970 470 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .055 1201 .06 1280 .045 1392 .055 1825 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 868 1520 830 790 250 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 868 461.2 F 1520 1970 464 F Page 5 DentonCreekFEMA_Duplicate_Effective.rep Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 33470 INPUT Description: CROSS SECTION 33470 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. ELIMINATED GROUND POINTS AT SECTION 33470. SOUTH OF 2770. TO BETTER MODEL EXPANDING FLOW FROM UPSTREAM REACH AT HIGH DISCHARGES. Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 470 0 465 958 465 959 465 960 465 976 459.72 1010 460 1135 460.2 1220 453 1310 462 1360 462 1382 461 1391 460 1419 455 1432 450 1432 445 1460 440 1465 439 1475 439.5 1485 439 1491 440 1510 445 1520 450 1534 455 1565 460 1580 461 1592 462 1603 463 1609 460 1880 460 1930 461 2040 461 2198 461 2375 461 2610 460 2770 460 2770 470 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .055 1310 .06 1360 .045 1603 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1135 1603 315 325 260 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1135 460.2 F 1603 2770 463 F Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 33145 INPUT Description: CROSS SECTION 33145 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL. MODIFIED FOR GRADING IN CITY PARK. Station Elevation Data num= 54 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -175 470 -175 465 1305.9 465 1315 460.33 1350.1 460.55 1390 460.64 1420.6 453 1485 452 1515 451.75 1545 452 1620 453 1660 463 1752 463 1779 462 1789 461 1795 460 1825 450 1835 445 1849 440 1852 439 1862 438.4 1870 439 1878 440 1889 445 1898 450 1903 455 1930 460 1938 461 1951 462 1960 463 1969 463 2039 461 2750 461 2800 460 3639 460 3699 461 3707 462 3712 463 3720 463 3730 462 3738 461 3751 460 3766 455 3780 453 3790 455 3800 459 3840 460 3865 461 3888 462 3915 463 3935 464 3970 465 3989 466 4020 467 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val -175 .05 1305.9 .055 1420.6 .06 1752 .045 1960 .055 3865 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1390 1960 385 420 290 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent -175 1390 460.64 F 1960 4020 463 F Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 32725 INPUT Description: CROSS SECTION 32725 FROM BROCKETTE, DAVIS AND DRAKE PROPOSED MODEL MODIFIED FOR LINCOLN COPPELL FILL IN LEFT OVERBANK AND FOR GRADING IN CITY PARK RIGHT ENCROACHMENT ADJUSTED FROM BROCKETTE MODEL TO INCLUDE COTTONWOOD BRANCH CHANNEL IN THE FLOODWAY. Station Elevation Data num= 44 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 470 0 465 90 464 180 465 1273 465 1285 461 1568 461 1592 453 1842 453 1895 464 1940 463 1960 460 2002 450 2018 445 2025 440 2030 439 2040 438.2 2050 439 2053 440 2070 445 2090 455 2124 460 2150 461 2500 461 2700 463 2805 463 2885 460 3350 459 3605 455 3615 452 3628 455 3632 459 3677 459 3681 458 3689 457 3694 457 3710 459 3825 460 3840 461 3850 462 Page 6 DentonCreekFEMA_Duplicate_Effective.rep 3865 463 3875 464 3890 465 3960 470 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 1273 .055 1568 .06 1940 .045 2150 .055 3840 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1940 2150 380 420 520 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 32305 INPUT Description: BEGIN WITH MODEL OF DENTON CREEK UPSTREAM OF DENTON TAP ROAD BASED ON BROCKETTE DAVIS AND DRAKE MODEL FOR MAGNOLIA PARK MODIFIED FOR PARK FILL AND FOR FILL FOR MAGNOLIA PARK IN THE LEFT OVERBANK AT SECTION 32725. RIGHT ENCROACHMENT STATION MODIFIED FROM BROCKETTE MODEL TO MOVE FLOODWAY LIMIT OUT OF COTTONWOOD BRANCH CHANNEL. Station Elevation Data num= 44 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 50 470 50 467 220 465 1323 465 1335 461 1740 461 1825 462 1890 463 1975 464 2045 465 2110 465 2140 463 2160 460 2175 455 2204 450 2218 445 2225 440 2232 437.7 2239 438 2245 440 2253 445 2263 450 2281 455 2325 460 3050 461 3140 460 3180 459 3200 458 3218 457 3265 455 3289 451 3292 451 3308 452 3329 455 3350 459 3360 460 3369 461 3400 462 3570 461 3910 462 3930 463 3940 464 3970 465 4000 470 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 50 .05 1323 .055 1740 .06 2110 .045 2325 .055 3570 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2110 2325 55 55 55 .1 .3 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 32250 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 470 1600 461 1800 461 2000 458 2100 459 2200 457 2220 457 2320 459 2620 456.5 2640 455 2650 457 2680 456.5 2900 459 3100 459 3200 460 3300 461.5 3400 460.5 3427 437 3489 437 3505 447 3525 460 3650 461.5 3920 458 3980 459 4240 458 4280 456 4350 456 4350 452 4380 453.5 4400 457.5 4520 458 4720 461 5100 461 5200 462 5460 462 5800 464 6180 470 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .055 3400 .045 3525 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 3400 3525 1 1 1 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 3040 470 6180 6180 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 32230 INPUT Description: This is a REPEATED section. Station Elevation Data num= 62 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 900 472 1310 467 1700 462 2000 460.5 2200 461.5 2201 456.5 2221 456.5 2222 461.5 2430 459.5 2520 459.5 2610 460.5 2611 456.5 2635 460.5 3000 461 3280 462 3380 465 3381 460 3390.5 461.5 3425 450 3432 446.5 3432.01 463 3434.99 463 3435 445 3455 435 3475 435 3495 445 3495.01 463 3497.99 463 3498 446.5 3505 450 3539.5 461.5 3550 460 3552 465 3600 466 3740 464 3880 463.6 3960 464 4190 466 4340 466.9 4340 465.4 4340 463.5 4365 452.8 4365 465.4 4366 465.4 4366 450.7 4380 449.9 4389 451.5 4396 455.2 4396 465.4 4397 465.4 4397 455.2 4411 463.5 4411 465.4 4411 466.9 4434 466.8 4534 465.7 4634 465.1 4734 464 4834 463.2 4934 463.5 5014 464.4 5734 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 900 .055 3390.5 .015 3539.5 .055 4366 .02 4411 .05 Page 7 DentonCreekFEMA_Duplicate_Effective.rep Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 3390.5 3539.5 50 50 50 .3 .5 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 900 3050 470 6180 5734 470 Sediment Elevation = 0 BRIDGE RIVER: RIVER-1 REACH: Reach-1 RS: 32215 INPUT Description: Bridge #1 Distance from Upstream XS = .1 Deck/Roadway Width = 49.8 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 9 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 3380 465 463 3552 465 463 3600 466 0 3740 464 0 3880 463.6 0 3960 464 0 4190 466 0 4340 466.9 465.4 4411 466.8 465.4 Upstream Bridge Cross Section Data Station Elevation Data num= 62 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 900 472 1310 467 1700 462 2000 460.5 2200 461.5 2201 456.5 2221 456.5 2222 461.5 2430 459.5 2520 459.5 2610 460.5 2611 456.5 2635 460.5 3000 461 3280 462 3380 465 3381 460 3390.5 461.5 3425 450 3432 446.5 3432.01 463 3434.99 463 3435 445 3455 435 3475 435 3495 445 3495.01 463 3497.99 463 3498 446.5 3505 450 3539.5 461.5 3550 460 3552 465 3600 466 3740 464 3880 463.6 3960 464 4190 466 4340 466.9 4340 465.4 4340 463.5 4365 452.8 4365 465.4 4366 465.4 4366 450.7 4380 449.9 4389 451.5 4396 455.2 4396 465.4 4397 465.4 4397 455.2 4411 463.5 4411 465.4 4411 466.9 4434 466.8 4534 465.7 4634 465.1 4734 464 4834 463.2 4934 463.5 5014 464.4 5734 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 900 .055 3390.5 .015 3539.5 .055 4366 .02 4411 .05 Bank Sta: Left Right Coeff Contr. Expan. 3390.5 3539.5 .3 .5 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 900 3050 470 6180 5734 470 Sediment Elevation = 0 Downstream Deck/Roadway Coordinates num= 9 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 3380 465 463 3552 465 463 3600 466 0 3740 464 0 3880 463.6 0 3960 464 0 4190 466 0 4340 466.9 465.4 4411 466.8 465.4 Downstream Bridge Cross Section Data Station Elevation Data num= 62 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 900 472 1310 467 1700 462 2000 460.5 2200 461.5 2201 456.5 2221 456.5 2222 461.5 2430 459.5 2520 459.5 2610 460.5 2611 456.5 2635 460.5 3000 461 3280 462 3380 465 3381 460 3390.5 461.5 3425 450 3432 446.5 3432.01 463 3434.99 463 3435 445 3455 435 3475 435 3495 445 3495.01 463 3497.99 463 3498 446.5 3505 450 3539.5 461.5 3550 460 3552 465 3600 466 3740 464 3880 463.6 3960 464 4190 466 4340 466.9 4340 465.4 4340 463.5 4365 452.8 4365 465.4 4366 465.4 4366 450.7 4380 449.9 4389 451.5 4396 455.2 4396 465.4 4397 465.4 4397 455.2 4411 463.5 4411 465.4 4411 466.9 4434 466.8 4534 465.7 4634 465.1 4734 464 4834 463.2 4934 463.5 5014 464.4 5734 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 900 .055 3390.5 .015 3539.5 .055 4366 .02 4411 .05 Bank Sta: Left Right Coeff Contr. Expan. 3390.5 3539.5 .3 .5 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 900 3050 470 5734 5734 470 Sediment Elevation = 0 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Energy High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line Page 8 DentonCreekFEMA_Duplicate_Effective.rep CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 32200 INPUT Description: DENTON TAP ROAD BRIDGES - FROM KIMLEY-HORN MODEL. Station Elevation Data num= 62 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 900 472 1310 467 1700 462 2000 460.5 2200 461.5 2201 456.5 2221 456.5 2222 461.5 2430 459.5 2520 459.5 2610 460.5 2611 456.5 2635 460.5 3000 461 3280 462 3380 465 3381 460 3390.5 461.5 3425 450 3432 446.5 3432.01 463 3434.99 463 3435 445 3455 435 3475 435 3495 445 3495.01 463 3497.99 463 3498 446.5 3505 450 3539.5 461.5 3550 460 3552 465 3600 466 3740 464 3880 463.6 3960 464 4190 466 4340 466.9 4340 465.4 4340 463.5 4365 452.8 4365 465.4 4366 465.4 4366 450.7 4380 449.9 4389 451.5 4396 455.2 4396 465.4 4397 465.4 4397 455.2 4411 463.5 4411 465.4 4411 466.9 4434 466.8 4534 465.7 4634 465.1 4734 464 4834 463.2 4934 463.5 5014 464.4 5734 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 900 .055 3390.5 .015 3539.5 .055 4366 .02 4411 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 3390.5 3539.5 50 50 50 .3 .5 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 900 3050 470 5734 5734 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 32150 INPUT Description: FROM KIMLEY-HORN MODEL. Station Elevation Data num= 40 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 470 1600 461 1800 461 2000 458 2100 459 2200 457 2220 457 2320 459 2620 456.5 2640 455 2650 457 2680 456.5 2900 459 3100 459 3200 460 3300 461.5 3400 460.5 3427 437 3440 437 3470 437 3475 437 3489 437 3505 447 3525 460 3650 461.5 3920 458 3980 459 4240 458 4280 456 4350 456 4350 452 4380 453.5 4400 457.5 4520 458 4720 461 5110 461 5200 462 5460 462 5800 464 6180 470 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .055 3400 .035 3525 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 3400 3525 900 920 950 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 3040 470 6180 6180 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 31230 INPUT Description: FROM KIMLEY-HORN MODEL. Station Elevation Data num= 71 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 464.9 1100 466 1200 463 1300 463 1400 463.2 1500 462.5 1600 463 1700 462.6 1755 462.4 1770 462.3 1800 462.2 1819 462.1 1834 462.1 1900 461.3 2000 460.1 2100 459.6 2200 459 2272 459.4 2800 458.4 3154 457.9 3213 457.9 3234 457.9 3300 458.4 3387.03 459.79 3472 438.55 3508 438.55 3582.58 457.196 3614 456 3646 438.6 3661 438.1 3672 438.5 3708 459.4 3800 460 3837 460.8 3869 460.3 3904 459.4 4000 459.7 4100 459.1 4200 458 4236 457.5 4260 456 4276 454.8 4300 455.1 4400 455.4 4500 456.9 4600 457.1 4700 458.7 4800 459.8 4900 459.8 5000 460.2 5100 460.2 5200 460.3 5300 461 5400 460.1 5500 460.3 5600 460.4 5700 460.3 5800 460 5900 460 6000 460.8 6100 460.4 6200 460.5 6300 460.6 6400 460.8 6500 461.3 6600 461.8 6700 462.4 6800 464.4 6900 465.6 7000 467.6 7100 470 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .055 3387.03 .035 3837 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 3387.03 3837 620 620 700 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 3387 470 7100 7100 470 Sediment Elevation = 0 CROSS SECTION Page 9 DentonCreekFEMA_Duplicate_Effective.rep RIVER: RIVER-1 REACH: Reach-1 RS: 30570 INPUT Description: FROM KIMLEY-HORN MODEL. Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1600 470.2 1700 468.2 1800 466.8 1900 465.4 2000 463.6 2100 461.8 2200 458.5 2300 458.2 2400 457.5 2500 457.8 2600 456.5 2700 456.2 2800 456.3 2900 455.6 3000 455.8 3100 456.1 3200 456.1 3300 456.6 3400 457.3 3445.18 457.43 3522 438.23 3558 438.23 3642.39 459.33 3700 459.5 3756 455.9 3778 439.8 3812 439.8 3850 456.7 3870 458.2 3884 451.4 3924 455.5 3940 459.2 3950 460 4020 460 4150 450 4300 450 4480 450 4600 460 5200 460.2 5300 460.1 5400 460.1 5500 459.8 5517 459.8 5600 459.1 5700 459.1 5800 459.1 5900 459.6 6000 459.9 6100 459.9 6200 459.7 6300 460.1 6400 460.4 6500 461 6600 462.2 6700 462.9 6800 464.1 6900 465.4 7000 467.6 7100 470.1 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1600 .055 3445.18 .035 3642.39 .055 3756 .035 3850 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 3445.18 4020 900 900 900 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1600 3445 470 7100 7100 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 29610 INPUT Description: FROM KIMLEY-HORN MODEL. Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 520 470 600 468.5 700 466.8 800 464.6 900 463.8 1000 462.2 1100 460.5 1200 457.8 1300 456.5 1400 455.6 1500 454.7 1600 455.5 1700 456 1800 454.7 1900 454.8 2000 455.1 2060.73 455.65 2132 437.83 2168 437.83 2253 459.15 2296 460 2356 437.4 2389 437.6 2440 458.6 2470 458.7 2530 452 2650 450 2790 449 3030 450 3070 450 3140 450 3210 460 3240 464 4900 465.3 5000 467 5100 470 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 520 .055 2060.73 .035 2253 .055 2296 .035 2440 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2060.73 2470 650 650 800 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 520 2055 470 5100 5100 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 28870 INPUT Description: FROM KIMLEY-HORN MODEL. Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 900 470 1495 460 1695 456 1790 456 1930 454 2000 454 2070 454.8 2100 453.2 2140 457 2190 457 2319 457 2397 437.5 2420 437.5 2443 437.5 2521 457 2521.8 457.2 2580 454.7 2600 437.6 2630 436.3 2670 451.5 2750 459.3 2810 459.3 3010 458 3090 456 3200 454 3270 452 3300 452 4340 452 4620 452 4680 454 4850 456 4880 460 4950 461.4 5010 467.3 5210 469.4 5400 473 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 900 .06 2319 .035 2521 .06 2580 .045 2750 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2319 2810 610 610 900 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 900 2319 470 5400 5400 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 28080 INPUT Description: FROM KIMLEY-HORN MODEL. Station Elevation Data num= 40 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1019 466 1100 463.3 1200 463.2 1245 460 1300 461.5 Page 10 DentonCreekFEMA_Duplicate_Effective.rep 1400 460.1 1500 459.9 1600 459.2 1659 458 1700 457.1 1800 455.6 1900 453.1 2000 453.5 2100 455.5 2200 456.3 2300 455.4 2400 455.8 2416.98 455.94 2492 437.18 2528 437.18 2609.7 457.61 2700 457.7 2800 456.1 2838 453.3 2865 435.2 2900 435.3 2941 458.4 2963 456.2 3000 458.3 3100 457.4 3180 456 3400 454 3500 452 3620 452 3680 452 3720 452 3900 452 4150 460 5000 460.7 5100 464.9 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1019 .055 2416.98 .035 2609.7 .055 2700 .035 2941 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2416.98 2941 850 900 1000 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1019 2416 470 5100 5100 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 26830 INPUT Description: FROM KIMLEY-HORN MODEL. Station Elevation Data num= 42 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 550 464.9 600 461.9 700 459.1 800 455.9 900 452.9 1000 451.7 1100 451.3 1200 451.2 1300 450.9 1400 451.1 1500 452.8 1600 452.8 1700 452.4 1800 453.2 1900 453.1 2000 453.3 2100 454.2 2200 454.4 2300 455.3 2400 456 2500 455.9 2600 457.6 2619.58 457.35 2702 436.74 2738 436.74 2818.65 456.91 2900 457.8 3000 451.6 3005 448.7 3027 436.3 3062 436.5 3100 452 3200 454 3230 452 3290 452 3500 452 3650 452 3740 452 3770 458 4250 460 5100 461.9 5200 465 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 550 .055 2619.58 .035 2818.65 .055 2900 .035 3100 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2619.58 3100 1270 1250 1200 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 550 2619 470 5200 5200 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 25530 INPUT Description: FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. Station Elevation Data num= 45 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 500 469.5 600 460.5 700 455.6 800 452.9 900 450.4 1000 449.9 1100 451.1 1200 450.6 1300 451.3 1400 450.8 1500 451 1600 451.4 1700 451.6 1800 451.5 1900 452.7 2000 453.1 2100 453.4 2200 454.2 2300 454.3 2400 455 2495.2 455.33 2570 436.63 2627.2 436.63 2630 434.5 2670 434.4 2742.67 454.8 2800 455.6 2900 454.7 3000 453.8 3100 453.2 3200 453.3 3300 452.9 3400 452.7 3500 452.2 3600 452.8 3700 452.3 3800 452.4 3900 452.2 4000 451.6 4100 451.7 4200 452 4300 451.5 4400 452.1 4500 451.9 4600 453.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 500 .055 2495.2 .035 2742.67 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2495.2 2742.67 700 700 560 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 500 2494 470 4600 4600 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 24700 INPUT Description: ********** KH-PARCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. Station Elevation Data num= 53 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 465 1120 462 1140 462 1230 460 1300 460 1410 457 1550 455 1650 454 1870 453 2080 452 2180 451 2260 450 2630 451 2910 451 2980 451 3180 452 3340 452 3530 452 3800 453 4000 453 4110 453 4188.16 453 4260 435.04 4350 435.04 4424.38 453.63 4450 454 4480 455 4510 455 4780 454 4800 454 4850 455 5000 451 5060 451 5140 440 5155 433.9 5170 440 5200 456 5240 456 5390 455 5430 455 5550 455 5700 454 5800 453 5850 454 6050 454 6130 453 6360 452 6410 452 6480 453 6500 451 6580 455 6670 460 6690 462 Page 11 DentonCreekFEMA_Duplicate_Effective.rep Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .055 4188.16 .035 4424.38 .055 5060 .035 5200 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 5060 5200 740 900 310 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 4187 470 6690 6690 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 23800 INPUT Description: D.E.C. CROSS SECTION Station Elevation Data num= 52 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 465 1110 460 1190 457 1280 456 1340 455 1480 455 1590 454 1740 453 1860 452 1950 451 2110 450 2820 449 2850 449 3280 450 3300 450 3350 450 3410 450 3440 451 3540 451 3630 451 4140 451 4190 450.4 4240 451 4380 451 4900 450.6 5280 451 5380 451 5468.04 451.42 5535 434.68 5625 434.68 5694.28 452 5820 454 5940 454 5970 455 6310 455 6390 454 6410 455 6510 455 6610 450 6620 450 6640 440 6660 433.3 6680 440 6700 450 7000 454 7070 453 7239 454 7240 454 7280 450 7350 455 7470 460 7550 470 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .055 5468.04 .035 5694.28 .055 6610 .035 7000 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 6610 7000 720 1430 680 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 5467 470 7550 7550 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 22370 INPUT Description: FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 460 1300 449 1750 449 1950 448 2550 448 2950 450 3670 450 4010 449 4070 448 4370 449.5 4970 450.5 5094 450.5 5160 434.04 5220 434.04 5280 434.04 5320 432.5 5345 435 5360 445 5380 446 5405 452.7 5460 454.5 5870 454 6310 452.5 6480 452 6550 453.5 6610 457 6630 459.5 6780 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .05 1300 .06 5094 .035 5460 .055 6610 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 5094 5460 800 800 400 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 5094 470 6780 6780 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 21560 INPUT Description: D.E.C. CROSS SECTION Station Elevation Data num= 54 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 460 1200 455 1250 454 1290 454 1320 453 1360 452 1450 451 1480 450 1570 449 1800 448 2050 448.2 2500 449 2730 449 3050 448.5 3260 449 3400 449 3520 449.7 3700 450 3800 449 3900 449 3920 450 4170 448 4250 449 4280 450 4340 451 4420 451 4500 452 4820 452 4939.61 452.8 5020 432.7 5100 432.7 5140 432.58 5180 432.46 5200 432.4 5220 438 5270 454 5300 455 5340 455 5360 455 5460 454 5630 453 5780 452 5790 452 5850 451 5870 451 5880 453 5920 453 5970 453 6150 452 6220 452 6270 453 6340 455 6450 460 6540 465 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .055 4939.61 .035 5300 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4939.61 5300 1600 1450 1150 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 4939 470 6540 6540 470 Sediment Elevation = 0 Page 12 DentonCreekFEMA_Duplicate_Effective.rep CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 19930 INPUT Description: DANNENBAUM (D.E.C.) CROSS SECTION Station Elevation Data num= 55 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 454.3 1040 450 1160 448 1190 449 1210 449 1220 448 1320 448 1330 449 1460 450 1520 450 1530 449 1900 447.2 2170 447 2280 446.2 2420 446.4 2540 447 3070 447 3240 446.3 3350 446 3360 445 3370 445 3380 446 3460 447 3750 447.5 4070 447 4090 447 4150 448 4300 448.5 4660 448.5 4960 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 448.5 5770 432 5930 432 5996 448.5 6050 448.5 6070 448.5 6110 437 6130 432 6150 437 6190 453 6220 453 6440 452 6550 451 6650 450 6840 449 6900 449 6920 450 7030 451 7070 452 7130 453 7350 460 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .045 5704 .035 5996 .045 6070 .035 6190 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 5704 6190 800 600 550 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 5208 470 7350 7350 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 19330 INPUT Description: FEMA CROSS SECTION START OF THE PROPOSED CHANNEL IMPROVEMENTS Station Elevation Data num= 61 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 454 1050 450 1070 448 1750 447.6 2210 447 2410 446 2450 445 2600 443 2670 443 2680 445 2710 445 2860 445 2900 444 2920 443 2960 445 2970 446 3020 446 3040 445 3070 443 3100 447 3250 446.7 3350 447 3500 447 3550 446 3600 444 3650 447 3710 446 3850 446 3940 447 4050 447 4080 446 4160 446 4450 446 4550 445 4700 446 4740 447 4800 447 5010 447.3 5040 448 5280 448 5490 448 5551.8 448 5617 431.7 5777 431.7 5842.2 448 5860 448 5870 445 5880 440 5897 431.7 5915 440 5965 453 5975 453 6205 452 6315 451 6435 450 7035 449 7135 449 7185 450 7915 455 8215 455 8250 460 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .035 5551.8 .035 5965 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 5551.8 5965 650 650 650 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 4000 470 8250 8250 470 Sediment Elevation = 0 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 18440 INPUT Description: FEMA CROSS SECTION START OF THE LEVEE DISTRICT Station Elevation Data num= 31 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 460 1300 448 1800 448 2250 447 2300 445 2330 440 2500 440 2600 445 2750 448 5250 448 5350 450 5460 451 5480 449 5515 446 5525 440 5535 434 5545 431.4 5555 431.4 5560 447 5585 451 5700 450 5850 450 6000 448 6230 450 6500 452 6700 450 6780 447 6780 466 6940 450 7440 460 7650 470 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .035 5480 .045 5585 .055 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 5480 5585 10000 5880 4500 .1 .3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 3750 470 7650 7650 470 Sediment Elevation = 0 Profile Output Table - Standard Table 1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Page 13 DentonCreekFEMA_Duplicate_Effective.rep Reach-1 56940 10yr 4000.00 449.00 471.12 471.30 0.000382 3.47 1341.81 173.61 0.16 Reach-1 56940 50yr 7000.00 449.00 473.58 473.88 0.000621 4.73 2305.77 912.18 0.21 Reach-1 56940 100yr 9400.00 449.00 474.60 474.92 0.000721 5.28 3536.46 1663.81 0.23 Reach-1 56940 500yr 36200.00 449.00 479.48 479.64 0.000524 5.35 15252.32 2589.84 0.20 Reach-1 55590 10yr 4000.00 452.40 470.42 470.65 0.000612 3.86 1035.64 89.48 0.20 Reach-1 55590 50yr 7000.00 452.40 472.42 472.84 0.000974 5.35 2012.44 1189.09 0.26 Reach-1 55590 100yr 9400.00 452.40 473.43 473.81 0.000968 5.60 3352.76 1453.38 0.26 Reach-1 55590 500yr 36200.00 452.40 478.56 478.80 0.000825 6.32 13438.22 2318.10 0.25 Reach-1 53350 10yr 4000.00 448.00 470.10 470.15 0.000098 2.01 2469.70 404.34 0.09 Reach-1 53350 50yr 7000.00 448.00 471.92 472.01 0.000165 2.81 4159.53 1452.10 0.12 Reach-1 53350 100yr 9400.00 448.00 472.70 472.82 0.000233 3.44 5598.46 2357.67 0.14 Reach-1 53350 500yr 36200.00 448.00 478.05 478.11 0.000158 3.35 26249.23 4234.56 0.12 Reach-1 51350 10yr 4000.00 446.50 469.81 469.87 0.000229 2.12 2319.35 780.81 0.12 Reach-1 51350 50yr 7000.00 446.50 471.46 471.52 0.000435 2.34 4216.34 1393.53 0.16 Reach-1 51350 100yr 9400.00 446.50 472.12 472.20 0.000477 2.61 5159.93 1448.60 0.17 Reach-1 51350 500yr 36200.00 446.50 477.63 477.72 0.000327 3.17 17209.90 2462.37 0.16 Reach-1 48000 10yr 5300.00 445.60 468.90 468.99 0.000280 3.04 3603.26 1340.48 0.14 Reach-1 48000 50yr 8000.00 445.60 470.30 470.38 0.000267 3.15 5615.37 1501.05 0.14 Reach-1 48000 100yr 9800.00 445.60 470.84 470.93 0.000293 3.38 6438.03 1552.90 0.14 Reach-1 48000 500yr 36200.00 445.60 476.36 476.48 0.000371 4.58 15588.04 1778.09 0.17 Reach-1 40650 10yr 6600.00 440.00 466.20 466.44 0.000514 4.20 2151.77 639.84 0.19 Reach-1 40650 50yr 9100.00 440.00 467.85 468.08 0.000516 4.49 3363.19 803.85 0.19 Reach-1 40650 100yr 10200.00 440.00 468.36 468.59 0.000516 4.58 3783.82 832.66 0.19 Reach-1 40650 500yr 36200.00 440.00 472.34 472.99 0.001409 8.65 7406.34 998.72 0.33 Reach-1 39540 10yr 9900.00 442.00 465.03 465.55 0.001129 6.02 2238.87 675.49 0.29 Reach-1 39540 50yr 13700.00 442.00 466.78 467.25 0.001010 6.17 3586.52 853.16 0.28 Reach-1 39540 100yr 15400.00 442.00 467.29 467.75 0.001020 6.34 4027.14 890.50 0.28 Reach-1 39540 500yr 36200.00 442.00 470.95 471.54 0.001279 8.14 7606.28 1025.31 0.32 Reach-1 39490 10yr 10000.00 442.00 465.20 465.42 0.000632 3.84 2867.96 483.07 0.21 Reach-1 39490 50yr 13800.00 442.00 466.89 467.14 0.000687 4.22 3736.25 542.13 0.22 Reach-1 39490 100yr 15600.00 442.00 467.38 467.66 0.000751 4.48 4003.46 559.05 0.23 Reach-1 39490 500yr 36200.00 442.00 470.84 471.47 0.001311 6.93 6105.44 661.62 0.32 Reach-1 39440 10yr 10000.00 442.00 464.73 465.33 0.001320 6.42 2042.62 631.13 0.31 Reach-1 39440 50yr 13800.00 442.00 466.49 467.07 0.001221 6.70 3342.68 831.59 0.30 Reach-1 39440 100yr 15600.00 442.00 466.99 467.58 0.001264 6.97 3761.26 868.16 0.31 Reach-1 39440 500yr 36200.00 442.00 470.64 471.39 0.001602 9.02 7292.13 1018.99 0.36 Reach-1 39290 10yr 10000.00 441.88 464.99 465.09 0.000282 3.00 5227.15 939.77 0.15 Reach-1 39290 50yr 13800.00 441.88 466.74 466.83 0.000261 3.11 6929.90 1015.11 0.15 Reach-1 39290 100yr 15600.00 441.88 467.23 467.33 0.000277 3.27 7437.08 1038.57 0.15 Reach-1 39290 500yr 36200.00 441.88 470.87 471.07 0.000460 4.81 11445.29 1164.61 0.20 Reach-1 38200 10yr 10000.00 441.00 464.68 464.76 0.000302 2.91 5659.53 1130.63 0.15 Reach-1 38200 50yr 13800.00 441.00 466.47 466.54 0.000263 2.86 7738.60 1208.38 0.14 Reach-1 38200 100yr 15600.00 441.00 466.95 467.02 0.000282 2.96 8322.95 1237.39 0.14 Reach-1 38200 500yr 36200.00 441.00 470.42 470.57 0.000434 4.21 13185.06 1507.40 0.19 Page 14 DentonCreekFEMA_Duplicate_Effective.rep Reach-1 36970 10yr 10000.00 440.00 463.80 464.11 0.001346 5.11 2854.31 723.60 0.29 Reach-1 36970 50yr 13800.00 440.00 465.75 466.00 0.001071 4.89 4560.53 1036.19 0.26 Reach-1 36970 100yr 15600.00 440.00 466.19 466.45 0.001103 5.09 5093.04 1419.84 0.27 Reach-1 36970 500yr 36200.00 440.00 469.53 469.84 0.001138 6.14 10397.22 1702.56 0.28 Reach-1 34950 10yr 9400.00 439.30 459.93 460.69 0.002171 6.99 1345.45 126.63 0.38 Reach-1 34950 50yr 13200.00 439.30 462.50 463.09 0.002020 6.61 2931.81 1167.31 0.37 Reach-1 34950 100yr 14900.00 439.30 463.62 463.97 0.001380 5.50 4564.96 1690.36 0.30 Reach-1 34950 500yr 36200.00 439.30 467.82 468.01 0.000712 4.76 12459.47 1946.47 0.23 Reach-1 34850 10yr 9400.00 439.30 459.66 453.15 460.46 0.002328 7.17 1311.67 125.23 0.39 Reach-1 34850 50yr 13200.00 439.30 461.74 455.38 462.79 0.003134 8.24 1601.38 528.90 0.46 Reach-1 34850 100yr 14900.00 439.30 462.53 456.15 463.68 0.003417 8.60 1732.17 645.41 0.48 Reach-1 34850 500yr 36200.00 439.30 467.31 464.56 467.86 0.001844 7.46 7828.52 1556.20 0.37 Reach-1 34260 10yr 9400.00 438.80 459.45 453.70 459.59 0.000674 2.98 3157.19 415.58 0.19 Reach-1 34260 50yr 13200.00 438.80 461.65 454.45 461.81 0.000634 3.17 4169.54 940.17 0.21 Reach-1 34260 100yr 14900.00 438.80 462.53 454.75 462.68 0.000595 3.19 4678.28 997.33 0.20 Reach-1 34260 500yr 36200.00 438.80 467.01 457.89 467.20 0.000589 3.81 11903.45 1970.00 0.20 Reach-1 33470 10yr 9400.00 439.00 458.56 448.96 458.89 0.001113 4.61 2037.77 278.37 0.30 Reach-1 33470 50yr 13200.00 439.00 460.74 450.96 461.10 0.001271 4.81 2837.82 1160.61 0.31 Reach-1 33470 100yr 14900.00 439.00 461.65 451.83 461.99 0.001307 4.75 3324.55 1720.84 0.30 Reach-1 33470 500yr 36200.00 439.00 466.71 459.57 466.84 0.000467 3.53 15415.90 2770.00 0.18 Reach-1 33145 10yr 9400.00 438.40 458.26 450.50 458.46 0.001301 3.59 2615.03 403.91 0.24 Reach-1 33145 50yr 13200.00 438.40 460.44 453.83 460.67 0.001158 3.84 3441.57 1410.69 0.23 Reach-1 33145 100yr 14900.00 438.40 461.34 454.18 461.57 0.001103 3.90 3871.80 2309.10 0.23 Reach-1 33145 500yr 36200.00 438.40 466.66 457.76 466.71 0.000277 2.31 21874.05 4184.47 0.12 Reach-1 32725 10yr 9400.00 438.20 457.75 458.00 0.000990 4.61 2994.66 644.80 0.26 Reach-1 32725 50yr 13200.00 438.20 460.10 460.28 0.000753 4.17 5122.13 1416.82 0.23 Reach-1 32725 100yr 14900.00 438.20 461.10 461.22 0.000603 3.59 6637.78 2138.41 0.20 Reach-1 32725 500yr 36200.00 438.20 466.57 466.63 0.000226 2.88 22380.60 3912.00 0.13 Reach-1 32305 10yr 9400.00 437.70 455.63 457.03 0.006207 9.82 1077.03 195.60 0.62 Reach-1 32305 50yr 13200.00 437.70 458.53 459.55 0.004276 8.72 1807.33 305.68 0.53 Reach-1 32305 100yr 14900.00 437.70 459.71 460.62 0.003619 8.29 2202.42 367.31 0.49 Reach-1 32305 500yr 36200.00 437.70 466.38 466.48 0.000468 3.78 17533.30 3875.31 0.19 Reach-1 32250 10yr 9400.00 437.00 456.19 456.65 0.000873 5.49 1827.18 231.30 0.25 Reach-1 32250 50yr 13200.00 437.00 458.75 459.32 0.000989 6.24 2751.11 748.11 0.27 Reach-1 32250 100yr 14900.00 437.00 459.92 460.40 0.000863 5.99 3912.34 1152.82 0.25 Reach-1 32250 500yr 36200.00 437.00 466.34 466.46 0.000281 4.20 19216.76 2908.22 0.15 Reach-1 32230 10yr 13300.00 435.00 454.52 450.43 456.49 0.000868 11.45 1225.96 133.88 0.61 Reach-1 32230 50yr 18900.00 435.00 456.38 453.74 459.10 0.001153 13.53 1493.01 152.70 0.70 Reach-1 32230 100yr 21300.00 435.00 457.23 454.77 460.16 0.001218 14.08 1625.87 161.18 0.71 Reach-1 32230 500yr 36200.00 435.00 463.27 459.33 466.18 0.001008 14.38 3244.48 545.12 0.66 Reach-1 32215 Bridge Reach-1 32200 10yr 13300.00 435.00 454.43 456.44 0.000882 11.55 1214.15 132.97 0.61 Reach-1 32200 50yr 18900.00 435.00 456.20 459.02 0.001201 13.78 1464.68 150.82 0.71 Reach-1 32200 100yr 21300.00 435.00 457.00 460.06 0.001273 14.39 1589.76 158.92 0.73 Reach-1 32200 500yr 36200.00 435.00 459.34 459.34 465.07 0.002260 19.84 1988.48 182.35 0.97 Page 15 DentonCreekFEMA_Duplicate_Effective.rep Reach-1 32150 10yr 13300.00 437.00 454.81 455.95 0.001397 8.58 1605.11 147.06 0.41 Reach-1 32150 50yr 18900.00 437.00 456.67 458.40 0.001937 10.64 1941.38 244.59 0.48 Reach-1 32150 100yr 21300.00 437.00 457.50 459.40 0.002058 11.21 2155.88 268.35 0.50 Reach-1 32150 500yr 36200.00 437.00 460.82 456.00 463.05 0.002388 13.18 5067.80 1445.40 0.55 Reach-1 31230 10yr 13300.00 438.10 454.30 454.77 0.000845 5.51 2415.31 244.05 0.31 Reach-1 31230 50yr 18900.00 438.10 456.13 456.78 0.001063 6.52 3026.73 458.75 0.35 Reach-1 31230 100yr 21300.00 438.10 456.95 457.64 0.001169 6.73 3443.71 576.62 0.37 Reach-1 31230 500yr 36200.00 438.10 459.86 460.80 0.001719 8.14 5976.87 1421.07 0.45 Reach-1 30570 10yr 13300.00 438.23 454.00 454.27 0.000586 4.48 3972.33 708.40 0.27 Reach-1 30570 50yr 18900.00 438.23 455.90 456.18 0.000594 4.74 5403.23 798.13 0.27 Reach-1 30570 100yr 21300.00 438.23 456.74 457.02 0.000567 4.73 6096.12 846.80 0.27 Reach-1 30570 500yr 36200.00 438.23 459.64 459.99 0.000655 5.48 8971.90 1446.93 0.32 Reach-1 29610 10yr 13300.00 437.40 453.64 453.82 0.000382 3.75 5115.34 927.63 0.21 Reach-1 29610 50yr 18900.00 437.40 455.55 455.73 0.000375 3.96 6935.49 982.93 0.21 Reach-1 29610 100yr 21300.00 437.40 456.41 456.59 0.000352 3.97 7799.01 1010.69 0.21 Reach-1 29610 500yr 36200.00 437.40 459.24 459.49 0.000426 4.81 10767.56 1109.01 0.24 Reach-1 28870 10yr 13300.00 436.30 453.21 453.48 0.000640 4.41 4407.91 1706.09 0.25 Reach-1 28870 50yr 18900.00 436.30 455.26 455.44 0.000464 3.95 8155.79 1986.92 0.22 Reach-1 28870 100yr 21300.00 436.30 456.18 456.32 0.000381 3.65 10057.79 2136.81 0.20 Reach-1 28870 500yr 36200.00 436.30 459.06 459.18 0.000327 3.66 16577.53 2454.42 0.19 Reach-1 28080 10yr 13300.00 435.20 452.68 453.07 0.000652 5.01 2917.21 707.36 0.27 Reach-1 28080 50yr 18900.00 435.20 454.59 455.03 0.000753 5.52 4455.86 934.90 0.30 Reach-1 28080 100yr 21300.00 435.20 455.55 455.95 0.000714 5.43 5423.60 1092.07 0.29 Reach-1 28080 500yr 36200.00 435.20 458.38 458.79 0.000843 5.85 9295.86 1683.30 0.35 Reach-1 26830 10yr 13300.00 436.30 451.99 452.42 0.000787 5.24 2539.00 264.34 0.30 Reach-1 26830 50yr 18900.00 436.30 453.77 454.27 0.000924 5.82 4059.30 941.14 0.33 Reach-1 26830 100yr 21300.00 436.30 454.82 455.25 0.000810 5.57 5081.38 986.76 0.31 Reach-1 26830 500yr 36200.00 436.30 457.46 457.96 0.000941 6.36 7793.54 1111.44 0.36 Reach-1 25530 10yr 12800.00 434.40 451.13 451.55 0.000610 5.20 2460.05 217.63 0.27 Reach-1 25530 50yr 18200.00 434.40 452.48 453.13 0.000872 6.51 3209.42 1196.53 0.33 Reach-1 25530 100yr 20600.00 434.40 453.78 454.30 0.000703 6.09 5253.01 1833.57 0.30 Reach-1 25530 500yr 36200.00 434.40 456.52 456.98 0.000657 6.54 10750.16 2106.00 0.30 Reach-1 24700 10yr 12800.00 433.90 450.94 451.17 0.000369 3.02 3409.97 347.32 0.19 Reach-1 24700 50yr 18200.00 433.90 452.24 452.57 0.000518 3.92 4016.91 626.33 0.24 Reach-1 24700 100yr 20600.00 433.90 453.56 453.85 0.000450 3.97 5154.63 1077.14 0.22 Reach-1 24700 500yr 36200.00 433.90 456.23 456.54 0.000541 5.01 10237.24 2415.12 0.25 Reach-1 23800 10yr 12800.00 433.30 450.60 450.86 0.000421 2.76 3256.97 379.08 0.20 Reach-1 23800 50yr 18200.00 433.30 451.68 452.11 0.000669 2.97 3738.64 515.77 0.24 Reach-1 23800 100yr 20600.00 433.30 453.06 453.45 0.000571 2.63 4603.28 763.17 0.22 Reach-1 23800 500yr 36200.00 433.30 455.70 456.08 0.000696 3.67 8194.20 1899.86 0.26 Reach-1 22370 10yr 12800.00 432.50 450.34 450.51 0.000207 3.30 3873.57 301.56 0.16 Reach-1 22370 50yr 18200.00 432.50 451.25 451.55 0.000339 4.39 4149.05 305.58 0.21 Reach-1 22370 100yr 20600.00 432.50 452.64 452.95 0.000322 4.50 4656.70 551.61 0.21 Reach-1 22370 500yr 36200.00 432.50 454.51 455.21 0.000764 6.77 6390.76 1473.36 0.32 Page 16 DentonCreekFEMA_Duplicate_Effective.rep Reach-1 21560 10yr 12800.00 432.40 450.23 450.36 0.000147 2.96 4317.88 308.30 0.14 Reach-1 21560 50yr 18200.00 432.40 451.05 451.30 0.000252 3.98 4576.27 337.58 0.18 Reach-1 21560 100yr 20600.00 432.40 452.45 452.71 0.000246 4.09 5189.53 663.89 0.18 Reach-1 21560 500yr 36200.00 432.40 454.07 454.68 0.000536 6.35 6766.08 1187.65 0.27 Reach-1 19930 10yr 12800.00 432.00 450.10 450.17 0.000096 2.28 6427.79 1264.75 0.12 Reach-1 19930 50yr 18200.00 432.00 450.85 450.98 0.000153 2.96 7446.59 1425.68 0.15 Reach-1 19930 100yr 20600.00 432.00 452.31 452.42 0.000125 2.81 9706.84 1697.42 0.14 Reach-1 19930 500yr 36200.00 432.00 453.84 454.07 0.000239 4.12 12577.24 1948.54 0.19 Reach-1 19330 10yr 12800.00 431.70 450.08 450.11 0.000061 1.78 10588.78 2723.99 0.09 Reach-1 19330 50yr 18200.00 431.70 450.83 450.89 0.000086 2.18 12731.88 2928.61 0.10 Reach-1 19330 100yr 20600.00 431.70 452.31 452.35 0.000056 1.88 17347.52 3351.25 0.09 Reach-1 19330 500yr 36200.00 431.70 453.86 453.93 0.000093 2.56 22931.03 3749.12 0.11 Reach-1 18440 10yr 12800.00 431.40 449.70 449.26 449.97 0.002760 5.87 3695.76 2083.88 0.39 Reach-1 18440 50yr 18200.00 431.40 450.50 449.51 450.72 0.001969 5.18 5560.03 2586.88 0.33 Reach-1 18440 100yr 20600.00 431.40 452.19 449.68 452.26 0.000452 2.79 10513.23 3161.22 0.16 Reach-1 18440 500yr 36200.00 431.40 453.70 450.27 453.81 0.000452 3.09 15370.99 3252.12 0.17 ERRORS WARNINGS AND NOTES Errors Warnings and Notes for Plan : Dupl. Effective River: RIVER-1 Reach: Reach-1 RS: 56940 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 56940 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 56940 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 55590 Profile: 10yr Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 55590 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 55590 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 55590 Profile: 500yr Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 53350 Profile: 10yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 53350 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 53350 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 53350 Profile: 500yr Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 51350 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 51350 Profile: 50yr Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 51350 Profile: 100yr Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 51350 Profile: 500yr Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 48000 Profile: 10yr Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 48000 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 48000 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 48000 Profile: 500yr Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross Page 17 DentonCreekFEMA_Duplicate_Effective.rep sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 40650 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 40650 Profile: 500yr Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 39540 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 39540 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 39540 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 39490 Profile: 10yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 39490 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 39490 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 39490 Profile: 500yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 39440 Profile: 10yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 39440 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 39440 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 39440 Profile: 500yr Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 38200 Profile: 10yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 38200 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 38200 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 38200 Profile: 500yr Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 36970 Profile: 10yr Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 36970 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 36970 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 36970 Profile: 500yr Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 34950 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 34950 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 34950 Profile: 500yr Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 34850 Profile: 10yr Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 34850 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 34850 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 34850 Profile: 500yr Warning:The cross-section end points had to be extended vertically for the computed water surface. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Page 18 DentonCreekFEMA_Duplicate_Effective.rep Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: RIVER-1 Reach: Reach-1 RS: 34260 Profile: 10yr Warning:Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 34260 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 34260 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 34260 Profile: 500yr Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 33470 Profile: 10yr Warning:Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 33470 Profile: 50yr Warning:Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 33470 Profile: 100yr Warning:Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 33470 Profile: 500yr Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 33145 Profile: 10yr Warning:Divided flow computed for this cross-section. Note: Manning's n values were composited to a single value in the main channel. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 33145 Profile: 50yr Warning:Divided flow computed for this cross-section. Note: Manning's n values were composited to a single value in the main channel. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 33145 Profile: 100yr Warning:Divided flow computed for this cross-section. Note: Manning's n values were composited to a single value in the main channel. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 33145 Profile: 500yr Note: Manning's n values were composited to a single value in the main channel. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. River: RIVER-1 Reach: Reach-1 RS: 32725 Profile: 10yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32725 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32725 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32725 Profile: 500yr Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32305 Profile: 10yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32305 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32305 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32250 Profile: 10yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32250 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32250 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32250 Profile: 500yr Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32230 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 32230 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 32230 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 32230 Profile: 500yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 32215 Profile: 500yr Downstream Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32200 Profile: 10yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32200 Profile: 50yr Warning:Divided flow computed for this cross-section. Page 19 DentonCreekFEMA_Duplicate_Effective.rep Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32200 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32200 Profile: 500yr Warning:The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning:During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. River: RIVER-1 Reach: Reach-1 RS: 32150 Profile: 10yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32150 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32150 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32150 Profile: 500yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 31230 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 31230 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 31230 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 31230 Profile: 500yr Warning:Divided flow computed for this cross-section. Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 30570 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 30570 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 30570 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 30570 Profile: 500yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 29610 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 29610 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 29610 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 29610 Profile: 500yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 28870 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 28870 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 28870 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 28870 Profile: 500yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 28080 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 28080 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 28080 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 28080 Profile: 500yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 26830 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 26830 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 26830 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 26830 Profile: 500yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 25530 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 25530 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 25530 Profile: 500yr Warning:The cross-section end points had to be extended vertically for the computed water surface. River: RIVER-1 Reach: Reach-1 RS: 24700 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 24700 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 24700 Profile: 100yr Warning:Divided flow computed for this cross-section. Page 20 DentonCreekFEMA_Duplicate_Effective.rep River: RIVER-1 Reach: Reach-1 RS: 23800 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 23800 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 23800 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 22370 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 21560 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 21560 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 21560 Profile: 500yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 19930 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 19930 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 19930 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 19930 Profile: 500yr Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 19330 Profile: 10yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 19330 Profile: 50yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 19330 Profile: 100yr Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 19330 Profile: 500yr Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 18440 Profile: 10yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 18440 Profile: 50yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 18440 Profile: 100yr Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 18440 Profile: 500yr Warning:Divided flow computed for this cross-section. Page 21 DentonCreekFEMACorrected_effective_2_8_16.rep HEC-RAS Version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Denton Creek FEMA Project File : DentonCreekFEMA.prj Run Date and Time: 2/8/2016 8:09:32 AM Project in English units PLAN DATA Plan Title: Corrected Effective Plan File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.p08 Geometry Title: Corrected Effective Geometry File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.g12 Flow Title : Corrected Effective Flows Flow File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.f03 Plan Summary Information: Number of: Cross Sections = 37 Multiple Openings = 0 Culverts = 0 Inline Structures = 0 Bridges = 1 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: Corrected Effective Flows Flow File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.f03 Flow Data (cfs) River Reach RS 10-YR 50-YR 100-YR 500-YR ULT 100-YR DentonCreek Reach1 35082 9400 13200 14900 36200 16681 DentonCreek Reach1 31364 13300 18900 21300 36200 22468 DentonCreek Reach1 26220 12800 18200 20600 36200 22468 Boundary Conditions River Reach Profile Upstream Downstream DentonCreek Reach1 10-YR Known WS = 451.8 DentonCreek Reach1 50-YR Known WS = 453.3 DentonCreek Reach1 100-YR Known WS = 454.67 DentonCreek Reach1 500-YR Known WS = 458 DentonCreek Reach1 ULT 100-YR Known WS = 455.07 GEOMETRY DATA Geometry Title: Corrected Effective Geometry File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.g12 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 35082 INPUT Description: Copied from Kimley Horn King's Lake LOMR RAS Model Station Elevation Data num= 86 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -1931.05 472 -1741 472 -1740 466-1738.13 464.23-1662.95 463.41 -1658.45 463.29-1649.56 463.24-1641.77 463.14-1620.44 462.79-1556.76 462.3 -1551.92 462.3-1454.23 462.05-1452.97 462.06-1452.12 462.05-1426.95 462.22 -1364.12 462.91-1356.27 462.87-1348.63 462.81-1333.67 462.57-1307.43 461.37 -1304.31 461.54-1271.98 461.91-1270.37 461.91-1269.56 461.92-1256.28 461.72 -1216.39 462.76-1199.55 463-1158.04 462.67-1155.23 462.67-1125.58 462.2 -1122.84 462.15-1070.49 461.46-1057.18 461.28-1055.88 461.31-1055.32 461.29 -1054.81 461.29 -955.96 462.95 -955.3 462.95 -859.02 460.66 -855.9 460.65 -851.67 460.71 -755.59 462.68 -754.89 462.67 -698.46 461.26 -693.34 461.2 -680.42 461.93 -668.11 461.8 -662.6 461.088 -659.21 460.65 -653.93 460.62 -646.63 461.29 -597.71 460.46 -592.98 460.45 -592.74 460.38 -560.43 458.73 Page 1 DentonCreekFEMACorrected_effective_2_8_16.rep -557.77 458.85 -554.37 459 -551.32 459 -508.26 459.63 -455.68 458.72 -455.05 458.71 -408.03 460.04 -355.88 461.22 -354.39 461.24 -317.05 461.48 -255.52 461.88 -255.34 461.88 -255.13 461.88 -214.34 462.19 -201.14 462.48 -155.57 463.02 -155 463.03 -77.34 463.31 -67.33 460.69 -57.7 459.1 -50.81 457.65 -48.13 455.99 -41.68 455.96 -33.81 455.47 -22.27 443.98 -20.7 442.2 -20.61 442.1 0 435.46 35.22 442.54 107.92 463.59 114 468 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val -1931.05 .1 -77.34 .04 107.92 .1 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. -77.34 107.92 130.5 130.5 130.5 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent -1931.05 -700 468 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 33345 INPUT Description: Station Elevation Data num= 287 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 477.84 1.44 477.91 1.72 477.92 3.59 478 16.71 478 19.8 477.65 32.87 476.34 35.27 476.09 35.59 476.06 36.26 476 44.72 474.18 45.64 474 49.49 472.99 53.08 472 54.29 471.77 55.41 471.52 62.55 470 62.7 470 105.2 469.54 147.01 469.11 230.13 468.31 231.53 468.3 262.38 468 376.12 468 397.93 468.54 398.6 468.58 399.25 468.63 400 468.67 401.02 468.73 402.41 468.82 404.32 468.93 421.93 470 427.06 470.75 434.62 471.91 435.22 472 444.72 473.3 450.29 474 463.41 474 463.82 473.94 478.04 472.09 478.41 472.05 478.8 472 489.13 470.26 490.61 470 500.99 469.07 508.48 468.62 511.44 468.39 518.8 468 734.24 468 737.01 467.95 903.52 466 1038.31 466 1040.31 466.11 1045.11 466.37 1045.38 466.37 1045.81 466.38 1049.23 466.55 1050.13 466.55 1052.94 466.68 1053.33 466.7 1053.55 466.71 1054.86 466.71 1055.06 466.72 1055.24 466.73 1056.42 466.72 1056.71 466.74 1058.7 466.86 1059.62 466.85 1061.6 466.96 1063.57 467.06 1064.38 467.04 1067.22 467.19 1070.29 467.31 1071.4 467.34 1072.71 467.3 1074.41 467.35 1075.36 467.37 1077.28 467.32 1078.41 467.34 1079.11 467.35 1081.29 467.3 1082.18 467.31 1083.09 467.33 1085.09 467.28 1086.48 467.25 1087.46 467.27 1088.4 467.25 1179.17 466 1180.04 466 1191.21 466.3 1191.63 466.31 1192.17 466.32 1192.74 466.32 1194.21 466.29 1194.66 466.29 1196.36 466.27 1196.73 466.27 1202.63 466.2 1202.9 466.2 1210.13 466.1 1210.29 466.1 1214.96 466.03 1217.37 466 1297.71 466 1310.33 466.2 1310.5 466.2 1310.74 466.21 1315.22 466.29 1315.68 466.3 1320.34 466.39 1324.51 466.44 1325.3 466.47 1328.82 466.51 1331.53 466.53 1332.6 466.58 1334.37 466.59 1335.75 466.65 1338.97 466.71 1340.59 466.77 1341.5 466.79 1343.23 466.84 1343.71 466.86 1347.52 466.92 1376.85 467.05 1378.88 467.07 1381.01 467.07 1382.8 467.08 1383.31 467.05 1385.66 467.05 1386.63 467.02 1388.53 466.99 1389.88 466.96 1391.39 466.92 1392.15 466.89 1393.94 466.85 1398.44 466.79 1399.4 466.73 1401.91 466.7 1404.3 466.69 1405.46 466.61 1409.65 466.61 1410.78 466.54 1412.41 466.55 1413.22 466.5 1413.63 466.48 1413.79 466.47 1415.27 466.49 1437.95 466.3 1438.68 466.32 1446.5 466.38 1447.87 466.41 1464.41 466.57 1466.68 466.62 1485.24 466.95 1486.86 466.97 1487.77 466.99 1515.57 468 1671.98 468 1691.08 467.78 1691.66 467.77 1788.91 466.68 1792.58 466.63 1794.05 466.62 1798.34 466.56 1799.92 466.55 1802.5 466.51 1843.9 466 1844.94 466 1849.95 465.62 1852.9 465.38 1861.48 464.71 1870.06 464 1872.75 463.72 1888.16 462 1889.76 461.76 1902.43 460 1915.22 458 1921.21 457.11 1928.34 456 1942.94 454.25 1945.25 454 1954.26 452.7 1959.62 452 2182.16 452 2184.41 452.74 2187.85 454 2194.53 455.78 2195.38 456 2208.71 458 2217.54 459.39 2221.19 460 2236.15 461.99 2272.24 462 2272.94 461.61 2276.19 460 2278.14 458.78 2280.45 457.3 2283.32 456 2283.44 455.96 2291.47 454 2291.89 454 2292.82 453.95 2293.11 453.93 2303.51 453.48 2305.82 453.39 2334.58 452 2336.98 450.53 2337.81 450 2339.06 449.26 2339.41 449.05 2341.34 448 2343.53 446.93 2345.32 446 2345.94 445.68 2348.93 444.38 2349.88 444 2386.15 444 2393.91 438.25 2408.91 438.25 2414.9 444 2415.17 444.12 2415.34 444.19 2415.84 444.38 2418.67 445.31 2421.35 446 2422.12 446.23 2424.98 446.71 2426.01 446.89 2427.22 447.08 2428.56 447.36 2429.08 447.46 2430.77 447.87 2431.2 448 2432.77 448.5 2435.07 449.52 2435.39 449.71 2435.86 450 2438.61 451.67 2438.88 451.87 2439.06 452 2440.68 453.21 2442.68 454.69 2444.45 456 2444.83 456.28 2446.69 457.66 2447.02 457.94 2449.15 459.67 2449.56 460 2451.59 461.47 2452.24 462 2454.73 463.19 2456.62 464 2462.4 464.28 2462.52 464.28 2473.83 464.81 2478.1 465.03 2483.63 465.29 2497.24 466 2499.94 466.11 2500.15 466.11 2512.9 466.61 2514.13 466.64 2519.28 466.83 2521.09 466.87 2524.82 467 2527.31 467.05 2529.95 467.14 2532.84 467.18 2534.65 467.25 2537.37 467.28 2545.08 467.55 2562.47 467.67 2563.26 467.69 2592.51 467.97 2593.16 467.98 2595.77 468 2689.52 468 2745.91 469.23 2750.9 469.36 2752.82 469.39 2759.81 469.57 2771.3 469.82 2771.91 469.84 2772.42 469.85 2781.35 470 3014.86 470 3047.26 471.34 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1902.43 .03 2221.19 .06 2334.58 .045 2442.68 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2334.58 2442.68 208.97 186.93 180.22 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1843.9 470 F 1843.9 2236.15 455 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 33158 INPUT Description: Station Elevation Data num= 168 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 474 58 474 63.56 473.47 67.25 473.16 72.46 472.7 81.15 472 81.7 471.95 85.11 471.62 86.89 471.46 92.04 470.97 103.06 470 149.04 470 231.18 470.17 232.24 470.17 238.35 470.1 238.62 470.1 247.65 470 310.7 469.9 318.77 470 420.5 470 Page 2 DentonCreekFEMACorrected_effective_2_8_16.rep 425.55 470.74 429.86 471.31 432.25 471.64 435.11 472 462.14 472 465.01 471.43 471.86 470 479.78 468.18 480.6 468 497.92 466.67 505.89 466 548.23 466 598.4 466.53 600.71 466.53 601.38 466.52 603.32 466.52 606.03 466.51 606.76 466.51 607.46 466.5 612.12 466.5 613.68 466.49 615.06 466.49 616.08 466.5 650.35 466 1159.69 466 1160.42 466.01 1163.2 466.04 1165.83 466.07 1166.16 466.07 1167.64 466.1 1176.15 466.23 1177.79 466.26 1180.97 466.3 1262 467.77 1269.02 467.8 1270.24 467.8 1270.67 467.81 1278.92 467.82 1280.45 467.83 1284.06 467.84 1284.44 467.84 1321.3 468 1629.3 468 1635.04 467.94 1635.3 467.93 1658 467.68 1659.46 467.67 1811.39 466 1833.35 464 1853.93 462 1875.82 460 1893.36 458 1907.65 456 1926.21 454 1940.19 452 2146.78 452 2149.6 452.45 2159.58 454 2203.62 454 2204.42 453.85 2208.32 453.17 2208.45 453.15 2210.17 452.87 2210.34 452.86 2210.52 452.86 2211.5 452.7 2211.71 452.72 2212.24 452.6 2212.5 452.64 2212.86 452.72 2223.69 453.07 2225.22 453.04 2227.09 452.92 2255.2 452 2267.02 452 2270.8 450.98 2271.71 450.76 2274.56 450.06 2274.78 450 2277.5 449.73 2278.14 449.71 2281.12 449.47 2282.22 449.44 2285.22 449.23 2286.75 449.19 2289.59 449.02 2291.78 448.96 2294.28 448.82 2297.37 448.73 2304.97 438.15 2314.3 448 2321.68 449.65 2323.59 450 2329.69 451.33 2332.83 452 2339.49 454 2342.13 455.04 2344.92 456 2348.48 457.63 2349.35 458 2351.88 458.87 2355.13 460 2356.82 460.32 2365.41 462 2367.1 462.18 2369.54 462.39 2372.73 462.68 2387.76 464 2388.55 464.04 2388.79 464.06 2393.55 464.32 2395.89 464.44 2424.49 466 2432.1 466.09 2436.33 466.13 2439.88 466.18 2597.27 468 2673.47 468 2676.23 468.07 2679.41 468.08 2679.55 468.09 2679.72 468.09 2679.92 468.1 2680.16 468.11 2686.99 468.17 2687.4 468.19 2691.38 468.25 2692.07 468.27 2696.91 468.35 2698.12 468.39 2708.82 468.61 2710.85 468.67 2714.64 468.76 2717.17 468.84 2719.45 468.89 2735.58 469.37 2737.26 469.43 2742.21 469.56 2743.96 469.62 2748.09 469.73 2749.33 469.77 2753.15 469.86 2753.76 469.88 2754.17 469.89 2757.03 470 2857.89 470 2959.94 471.16 2960.54 471.17 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1853.93 .03 2159.58 .06 2267.02 .045 2339.49 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2267.02 2339.49 224.23 252.56 263.32 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1658 470 F 1658 2159.58 455 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 32905 INPUT Description: Station Elevation Data num= 460 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 472 76.79 472 109.16 472.65 110.15 472.66 113.01 472.67 116.1 472.7 118.34 472.71 121.62 472.74 124.08 472.75 127.59 472.79 181.75 473.01 182.41 473.01 195.3 472.94 197.87 472.95 200.35 472.93 202.94 472.93 205.01 472.92 207.55 472.92 253.2 472.36 256.08 472.3 256.9 472.3 270.95 472 271.13 472 289.15 470 312.65 468 385.5 468 387.42 468.18 387.89 468.22 388.75 468.31 395.56 468.96 405.95 470 426.3 470 434.04 468.76 439.39 468 441.87 467.58 450.77 466 480.57 466 506.15 465.51 508.13 465.6 508.66 465.57 511.06 465.7 514.78 466 523.45 466 528.77 465.59 530.09 465.52 532.53 465.37 534.19 465.3 535.61 465.3 537.2 465.32 539.23 465.36 540.76 465.32 545.09 465.4 546.34 465.4 548.14 465.42 549.1 465.44 550.59 465.44 551.25 465.45 552.49 465.42 553.31 465.42 553.69 465.4 554.83 465.36 556.19 465.29 557.42 465.22 558.8 465.15 560.29 465.04 562.24 464.96 563.91 464.83 566.16 464.74 567.59 464.64 569.7 464.57 570.7 464.5 572.71 464.43 573.82 464.38 575.99 464.32 576.4 464.3 582.48 464.13 582.69 464.12 586.85 464 588.65 463.93 588.8 463.92 591.33 463.8 591.76 463.77 594.88 463.59 597.29 463.44 598.01 463.4 600.25 463.25 601.37 463.2 603.39 463.08 604.7 463.04 606.49 462.94 607.72 462.91 609.2 462.84 611.1 462.79 612.26 462.74 614.57 462.68 615.41 462.65 617.64 462.59 620.51 462.52 621.07 462.52 623.08 462.48 624.85 462.46 625.45 462.46 628.01 462.44 628.65 462.43 631.83 462.4 636.01 462.34 637.07 462.31 640.63 462.23 640.97 462.21 644.41 462.11 644.56 462.1 647.6 462.01 647.78 462 652.2 461.84 654.67 461.76 660.88 461.55 661.96 461.52 664.37 461.43 667.53 461.33 668.64 461.29 670.33 461.25 671.37 461.24 673.06 461.2 674.47 461.21 676.49 461.24 677.93 461.21 680.34 461.25 682.45 461.21 684.98 461.27 686.08 461.26 688.63 461.32 689.32 461.33 691.81 461.38 692.51 461.42 693.54 461.47 695.82 461.49 697.69 461.48 698.86 461.53 700.48 461.49 701.6 461.53 704.72 461.39 705.9 461.41 707.57 461.34 708.67 461.34 710.43 461.29 711.48 461.28 713.31 461.24 714.34 461.23 716.23 461.2 722.97 461.13 723.97 461.1 725.78 461.08 726.92 461.04 728.4 460.98 729.85 460.96 731.65 460.88 733.72 460.86 735.74 460.79 736.69 460.77 738.88 460.74 739.95 460.71 740.99 460.67 743.24 460.66 744.18 460.64 746.25 460.63 747.05 460.62 748.82 460.59 749.47 460.59 751.1 460.53 751.62 460.53 753.35 460.45 753.75 460.45 755.81 460.34 756.14 460.33 758.57 460.21 761.5 460.08 761.62 460.07 763.68 460 764.38 459.98 767.19 459.92 767.32 459.91 770.22 459.89 770.36 459.88 773.48 459.89 773.62 459.88 776.81 459.92 779.94 459.98 780.5 460 782.56 460.06 782.69 460.06 784.92 460.14 786.99 460.23 787.43 460.24 789.23 460.33 791.02 460.4 793.04 460.47 794.02 460.49 796.46 460.55 799.01 460.57 802.6 460.54 804.98 460.44 807.67 460.25 808.15 460.23 810.43 460 811.19 459.87 811.4 459.85 814.4 459.34 815.24 459.31 817.33 459.01 818.71 458.96 820.24 458.78 822.32 458.7 823.46 458.6 826.05 458.48 826.82 458.42 829.53 458.28 829.96 458.26 832.41 458.12 834.26 458 912.55 458 914.45 458.17 914.78 458.19 917.77 458.47 918.5 458.52 920.39 458.7 925.36 459.01 926.62 459.07 935.08 459.58 938.88 459.78 939.36 459.81 943.12 459.98 943.67 460 949.03 460.28 949.36 460.3 953.43 460.51 954.76 460.56 956.12 460.6 957.27 460.65 960.91 460.74 962.4 460.79 964.59 460.85 967.55 460.95 969.7 461.05 970.78 461.07 971.91 461.1 973.8 461.21 978.49 461.33 979.92 461.41 982.52 461.49 983.42 461.54 985.32 461.61 987.09 461.72 990.61 462 994.27 462.61 998.73 463.33 1000.78 463.65 1002.75 463.87 1003.04 463.91 1004.71 464 1005.28 464.02 1008.62 464.1 1008.8 464.1 1015.93 464.27 1016.66 464.29 1018.45 464.33 1019.27 464.36 1019.63 464.36 1020.76 464.4 1021.82 464.42 1026.04 464.55 1027.34 464.57 1030.11 464.66 1031.3 464.68 1033.49 464.75 1034.28 464.76 1035.08 464.79 1036.82 464.84 1037.7 464.88 1038.67 464.91 1039.84 464.96 1041.58 465.01 1043.34 465.09 1045.69 465.15 1047.5 465.24 1050.04 465.32 1053.6 465.5 1058.59 465.84 1058.88 465.85 1061.22 466 1104.1 466 1108.47 465.93 1108.72 465.93 1114.04 465.86 1114.17 465.86 1124.96 466 1128.44 466 1130.99 466.02 1150.96 466.13 1151.22 466.13 1205.07 466.29 Page 3 DentonCreekFEMACorrected_effective_2_8_16.rep 1206.04 466.29 1208.84 466.3 1209.84 466.31 1212.8 466.33 1213.74 466.33 1221.88 466.39 1222.5 466.4 1229.18 466.45 1243.74 466.51 1244.59 466.51 1245.32 466.52 1287.81 466.78 1308.62 466.82 1309.48 466.83 1310.55 466.83 1320.94 466.89 1322.14 466.89 1323.08 466.9 1324.03 466.9 1425.24 466.48 1425.75 466.48 1428.04 466.45 1429.6 466.45 1430.34 466.44 1432.51 466.42 1433.69 466.42 1436.13 466.4 1438.97 466.39 1457.86 466.4 1458.5 466.41 1461.3 466.41 1462.06 466.42 1462.76 466.42 1465.01 466.43 1465.57 466.44 1467.98 466.46 1490.89 466.58 1491.5 466.58 1521.59 466.47 1523.99 466.44 1525.19 466.44 1527.78 466.41 1528.42 466.41 1529.55 466.39 1530.24 466.39 1531.14 466.4 1533.64 466.37 1534.17 466.36 1535.32 466.35 1684.8 466.03 1691.39 466 1724.57 466 1725.9 465.82 1739.5 464 1745.81 462.98 1752.41 462 1761.7 460.68 1766.09 460 1774.88 458.75 1781.15 458 1785.12 457.44 1792.22 456.34 1794.04 456.07 1794.48 456 1807.1 454.95 1812.6 454.46 1814.29 454.32 1817.8 454 1831.92 452 2077.5 452 2087.72 452.54 2088.55 452.6 2088.82 452.6 2089.61 452.65 2112.87 454 2124.34 454 2135.21 453.42 2138.71 453.26 2155.49 452.53 2162.16 452.32 2165.66 452.08 2166.66 452 2166.8 452 2167.77 451.81 2169.44 451.49 2178.29 450 2182.28 449.35 2186.8 448.74 2188.75 448.47 2189.83 448.34 2192.38 448 2195.13 447.29 2200.21 446 2200.76 445.85 2204.32 445.02 2213.82 443.21 2215.55 443 2219.9 438.02 2224.9 438.02 2231.29 444 2231.57 444 2232.46 444.16 2242.43 446 2248.66 446.64 2260.93 448 2261.44 448.3 2264.16 450 2264.44 450.19 2266.87 452 2268.19 453.04 2269.42 454 2270.19 454.64 2271.88 456 2273.33 457.23 2275.19 458.82 2276.8 460 2278.99 460.54 2281.64 461.29 2284.1 462 2285.51 462.1 2306.45 463.48 2316.5 463.27 2325.64 463.2 2330.57 463.12 2344.2 463.03 2346.26 463.03 2350.64 463.07 2370.49 463.19 2373.34 463.13 2378.59 463.15 2382.67 463 2408.99 462.2 2416.67 462 2416.91 462.53 2417.78 463.09 2419.15 464 2446.28 465.98 2446.58 466 2451.19 466 2463.02 466.26 2463.47 466.26 2604.82 468 2657.56 468 2694.23 469.15 2701.73 469.26 2704.04 469.3 2733.64 469.72 2733.94 469.72 2736.25 469.75 2739.39 469.77 2739.85 469.77 2741.86 469.8 2749.72 469.83 2752.69 469.85 2758.4 469.87 2761.1 469.87 2763.51 469.85 2777.11 470 2885.15 470 2961.23 470.65 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1752.41 .03 2112.87 .06 2167.77 .045 2270.19 .06 2306.45 .03 2419.15 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2167.77 2270.19 142.95 142.34 141.29 .1 .3 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 0 1724.57 470 F 1724.57 2124.34 455 T 2306.45 2500 462 T Blocked Obstructions num= 1 Sta L Sta R Elev 523.45 1061.22 466 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 32763 INPUT Description: Station Elevation Data num= 371 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 473.46 8.94 474 38.07 474 53.64 474.27 59.78 474.33 151.89 474.41 153.03 474.4 153.87 474.4 154.65 474.39 157.79 474.36 157.96 474.36 160.98 474.34 161.33 474.34 165.24 474.31 165.79 474.31 170.22 474.27 170.85 474.27 175.43 474.23 190.69 474 196.24 474 207.15 473.16 211.86 472.71 214.97 472.46 219.39 472 223.78 471.14 229.47 470 232.7 469.29 235.49 468.66 238.48 468 336.87 468 351.04 469.52 353.65 469.79 356.2 470 372.29 470 372.49 469.99 376.42 469.69 377.24 469.62 378.68 469.48 380.51 469.29 384.32 468.94 392.57 468.07 392.79 468.05 393.23 468 408.33 466.97 415.42 466.62 419.12 466.39 427.3 466.12 427.6 466.1 427.78 466.09 428.04 466.07 428.16 466.07 431.84 466 480.45 466 528.67 467.03 651.73 466 868.98 466 870.4 465.97 873.18 465.94 873.3 465.94 876.56 465.91 876.73 465.91 880.12 465.86 891.69 465.84 894.46 465.87 894.57 465.87 897.41 465.9 897.52 465.9 900.25 465.93 900.36 465.93 907.17 465.94 907.27 465.93 911.7 465.91 911.84 465.9 911.98 465.9 916.75 465.84 916.94 465.84 917.14 465.83 921.67 465.75 922.01 465.75 922.46 465.73 926.35 465.63 927.09 465.62 931.27 465.48 932.38 465.46 935.1 465.36 936.38 465.33 938.66 465.24 941.24 465.18 943.37 465.11 949.07 464.98 951.16 464.95 952.71 464.9 954.28 464.88 956.25 464.83 957.11 464.82 959.77 464.75 962.03 464.7 962.22 464.69 964.15 464.64 964.37 464.63 965.93 464.58 966.34 464.57 967.58 464.53 970.37 464.45 971.63 464.42 973.67 464.38 974.64 464.35 977.78 464.29 978.53 464.26 982.38 464.19 986.75 464.1 986.96 464.1 990.33 464.03 992.05 464 993.31 463.93 993.44 463.92 996.24 463.75 996.6 463.74 999.38 463.57 999.96 463.54 1003.59 463.31 1005.01 463.2 1007.56 463.04 1009.69 462.86 1011.62 462.73 1017.15 462.21 1017.63 462.17 1019.4 462 1020.32 461.89 1022.39 461.67 1023.8 461.54 1025.14 461.43 1026.59 461.29 1028.24 461.15 1031.85 460.83 1033.61 460.68 1035.02 460.54 1036.83 460.4 1039.6 460.2 1040.07 460.15 1042.3 460 1043.85 459.89 1044.04 459.88 1051.03 459.42 1052.26 459.33 1055.21 459.12 1056.12 459.05 1056.34 459.04 1056.84 458.99 1058.66 458.85 1059.62 458.76 1061.82 458.58 1062.93 458.48 1069.03 458 1133.35 458 1135.53 458.25 1135.88 458.27 1137.53 458.44 1138.59 458.54 1139.27 458.57 1140.26 458.65 1141.35 458.72 1142.79 458.77 1143.79 458.8 1145.7 458.83 1147.01 458.88 1148.99 458.9 1150.73 459 1152.27 459.02 1154.76 459.24 1155.59 459.27 1160 459.79 1161.62 460 1166.05 460.52 1167.21 460.65 1170.11 461 1172.13 461.22 1173.17 461.34 1176.35 461.68 1176.75 461.72 1180.08 462.07 1180.18 462.08 1183.62 462.41 1183.91 462.44 1186.58 462.68 1186.83 462.7 1187.17 462.72 1187.75 462.76 1190.09 462.95 1191.25 463.02 1193.23 463.15 1199.19 463.48 1202.06 463.65 1202.69 463.68 1205.16 463.85 1205.33 463.86 1207.05 464 1207.7 464.02 1210.4 464.12 1210.59 464.12 1213.96 464.24 1214.42 464.25 1215.06 464.27 1219.16 464.41 1220.23 464.44 1224.4 464.59 1226.56 464.66 1228.5 464.75 1230.24 464.85 1234.15 465 1238.01 465.22 1240.49 465.33 1247.61 465.77 1248.24 465.8 1248.53 465.81 1248.72 465.82 1249.03 465.83 1251.56 466 1585.39 466 1590.26 465.64 1591.99 465.49 1596.14 465.17 1597.75 465.04 1602.82 464.58 1603.39 464.53 1603.77 464.5 1609.15 464 1609.4 463.97 1622.9 462.32 1625.44 462 1626.6 461.85 1639.71 460.07 1648.53 458.93 1655.94 458 1657.87 457.75 1671.76 456 1680.84 455.08 1692.05 454 1695.3 453.56 1699.96 452.88 1704.07 452.32 1706.02 452 1961.54 452 1968.84 452.24 1971.21 452.22 1976.09 452.2 1982.57 452.15 1993.31 452 1999.2 452 2000.73 451.75 2002.1 451.7 2002.64 451.67 2003.98 451.58 2006.92 451.44 2008.11 451.35 2009.74 451.21 2012.21 450.98 2015.61 450.77 2019.4 450.36 2020.72 450.27 2023.01 450 2025.85 449.27 2030.16 448.32 2032.03 448 2032.79 447.92 Page 4 DentonCreekFEMACorrected_effective_2_8_16.rep 2035.31 447.7 2035.86 447.65 2037.04 447.6 2041.15 447.28 2043.77 447.16 2047.21 446.91 2050.85 446.75 2052.77 446.62 2056.38 446.45 2057.09 446.41 2065.45 437.96 2076.21 446.39 2082.46 446.49 2082.69 446.51 2088.94 446.64 2089.17 446.65 2089.46 446.67 2089.84 446.69 2095.17 446.86 2096.3 446.91 2098.16 446.98 2100.88 447.13 2103.56 447.24 2106.98 447.4 2111.33 447.66 2116.49 448 2117.81 448.13 2118.85 448.28 2125.69 449.09 2130.68 450 2131.46 450.46 2134.51 452 2136.74 453.01 2137.95 453.53 2139.14 454 2141.18 454.84 2141.7 455.04 2144.15 456 2145.06 456.37 2149.25 458 2149.37 458.05 2154.58 460 2156.85 460.17 2170 461.7 2174.2 461.63 2177.73 461.55 2179.53 461.52 2185.07 461.55 2190.17 461.63 2194.1 461.67 2194.36 461.67 2209.33 461.81 2217.96 461.69 2221.18 461.79 2221.66 461.81 2224.4 462 2226.54 462.08 2228.94 462.01 2229.79 462.03 2241.51 462.01 2242.62 462.02 2251.47 462.14 2256.28 462.08 2261.82 462.06 2276.37 461.76 2287.24 461.49 2287.7 461.5 2295.14 461.75 2317.45 462.4 2327.25 462.47 2331.9 462.75 2342.58 462.81 2368.88 462.64 2374.97 462.58 2386.32 462.21 2386.43 462.21 2391.16 462 2397.52 462 2403.14 461.68 2416.56 463.93 2417.17 464 2423.08 464.77 2432.82 466 2434.63 466.07 2435.23 466.09 2443.92 466.4 2461.86 466.96 2483.52 467.44 2485.85 467.44 2533.78 468 2631.64 468 2662.36 468.41 2664.17 468.43 2664.78 468.44 2685.08 468.62 2687.94 468.63 2689.55 468.65 2690.54 468.65 2692.73 468.67 2693.84 468.67 2694.9 468.68 2697.11 468.72 2699.1 468.72 2804.74 470 2917.48 470 2962.16 470.43 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1625.44 .03 1968.84 .06 1999.2 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1999.2 2141.7 468.47 475.46 392.42 .1 .3 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 0 1585.39 470 F 1585.39 1968.83 455 T 2170 2500 462 T Blocked Obstructions num= 1 Sta L Sta R Elev 860 1251.56 466 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 32288 INPUT Description: Station Elevation Data num= 383 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 478.79 .53 478.8 4.05 478.82 6.3 478.85 58.26 479.11 62.27 479.08 74.84 478.92 76.52 478.93 78.99 478.89 87.8 478.71 89.82 478.65 92.33 478.59 93.31 478.59 96.04 478.53 96.88 478.53 99.67 478.46 100.38 478.46 103.19 478.4 113.1 478.16 113.35 478.16 117.39 478.04 118.88 478 130.83 476.4 132.43 476.19 133.78 476 138.73 475.07 141.45 474.58 142.96 474.29 144.58 474 145.07 473.89 146.61 473.55 153.5 472 154 471.87 162.11 470 163.74 469.57 164.09 469.48 164.39 469.39 169.63 468 171.92 467.57 173.68 467.19 178.88 466.05 179.13 466 223.88 466 261.19 465.26 262.95 465.34 265.18 465.45 267.73 465.59 270.39 465.76 273.06 465.96 273.57 466 279.96 466.7 287.07 467.43 289.12 467.65 290.38 467.77 290.71 467.8 292.68 468 309.45 468.29 310.15 468.3 314.36 468.37 315.07 468.38 323.58 468.53 324.49 468.54 337.97 468.77 339.46 468.8 343.58 468.87 350.21 468.96 353.96 469.03 362.37 469.15 364.83 469.2 378.14 469.4 379.85 469.42 386.75 469.51 388.27 469.54 390.58 469.58 391.39 469.58 397.47 469.68 397.99 469.68 398.81 469.7 401.86 469.75 402.31 469.75 402.82 469.76 403.78 469.76 404.71 469.78 453.17 469.4 486.16 468.83 487.18 468.82 533.46 468 639.38 468 642.65 467.93 642.76 467.92 645.52 467.94 645.73 467.94 648.35 467.95 648.45 467.95 651.25 467.94 651.44 467.93 651.63 467.93 654.5 467.9 654.72 467.9 655.02 467.89 658.97 467.82 659.63 467.8 663.76 467.7 668.95 467.55 672.45 467.47 674.5 467.43 678.68 467.29 685.84 467.13 711 466.46 712.2 466.45 713.38 466.43 715.83 466.41 716.59 466.4 717.08 466.39 717.54 466.39 717.66 466.38 718.82 466.39 775.91 468 1015.6 468 1033.65 467.85 1033.96 467.86 1039.12 467.79 1062.98 467.59 1064.64 467.56 1071.08 467.49 1072.93 467.46 1079.98 467.38 1116.23 466.9 1135.44 466.63 1136.65 466.61 1154.32 466.37 1156.13 466.34 1182.68 466 1183.68 466 1207.54 465.52 1211.48 465.42 1274.86 464 1275.12 464 1281 463.66 1283.83 463.51 1285.75 463.47 1288.45 463.34 1295.37 463.06 1300.01 462.9 1303.67 462.86 1305.76 462.79 1307.25 462.75 1310.99 462.71 1311.89 462.68 1314.93 462.66 1322.46 462.56 1328.42 462.46 1329.17 462.44 1335.16 462.35 1335.88 462.33 1336.51 462.31 1341.95 462.24 1342.74 462.22 1346.18 462.18 1346.54 462.17 1349.07 462.14 1349.43 462.13 1358.83 462.02 1358.96 462.02 1360.94 462 1366.04 461.92 1366.32 461.91 1375.99 461.75 1376.7 461.73 1379.46 461.68 1380.21 461.65 1383.63 461.58 1384.26 461.56 1389.09 461.46 1389.58 461.44 1395.56 461.29 1396.22 461.27 1397.4 461.23 1410.26 460.84 1413.68 460.72 1421.13 460.42 1423.12 460.35 1431.11 460 1464.25 458.31 1471.36 458 1474.97 458 1482.05 457.75 1482.41 457.75 1484.82 457.71 1485.66 457.71 1486.07 457.7 1488.54 457.66 1489.02 457.66 1489.53 457.65 1498.86 457.5 1505.71 457.4 1506.64 457.4 1508.65 457.36 1509.76 457.36 1514.52 457.28 1516.47 457.24 1517.99 457.25 1519.39 457.23 1520.37 457.21 1521.97 457.22 1522.87 457.2 1538.56 457.07 1540.37 457.09 1546.22 457.12 1547.39 457.13 1572.13 456.84 1573.66 456.83 1574.83 456.79 1576.11 456.79 1577.73 456.74 1578.71 456.74 1581.44 456.65 1593.42 456 1596.28 456 1597.26 455.54 1600.47 454 1601.48 453.53 1604.71 452 1606.42 451.2 1608.21 450.35 1608.96 450 1613.21 448 1616.83 446.33 1617.53 446 1618.13 445.74 1622.52 444 1624.74 443.27 1627.4 442.42 1628.73 442 1645.85 437.72 1666.11 437.72 1683.23 442 1685.42 442.46 1688.04 443.03 1690.01 443.5 1692.2 444 1695.96 444.73 1697.26 445.12 1700.29 446 1702.02 446.57 1707.2 448 1710 448.92 1712.01 449.54 1713.71 450 1716.69 450.91 1718.16 451.34 1720.3 452 1721.1 452.24 1723.94 453.23 1725.65 453.82 1726.13 454 1731.3 456 1733.16 456.73 1741.11 460 1743.62 460.95 1746.24 462 1759.08 462 1768.75 462.69 1772.23 463 1777.95 462.31 1780.78 462 1798.13 459.12 1800.1 458.79 1815.57 456.47 1818.98 456 1846.85 453.53 1855.92 453 1874.34 452 1877.51 451.84 1896.73 450.77 1902.73 450.47 1925.26 449.89 1939.28 449.83 1952.33 449.94 1957.87 450.05 1960.81 450.13 1979.72 450.77 1985.23 451.18 1994.85 452 2006.18 453 2012.29 453.59 2027.63 454.96 2028.04 455 2038.52 456 2039.33 456.09 2055.84 457.98 2056.27 458.03 2061.68 458.53 2073.58 459.38 2076.26 459.51 2091.87 460 2100.5 460 2100.74 460.02 2103.35 460.06 2109.15 460.17 2116.47 460.13 2120.96 460.16 2121.23 460.15 2123.14 460 2134.04 459 2141.97 458.41 2144.22 458.23 2160.08 457 2161.81 456.87 2171.76 456.26 2172.12 456.23 2172.35 456.22 2173.7 456.15 2174.85 456.22 2181.76 456.71 2196.62 457.56 2206.81 458.22 2209.23 458.37 2218.37 458.96 2218.86 458.99 Page 5 DentonCreekFEMACorrected_effective_2_8_16.rep 2219.06 459 2237.35 459.85 2238.85 459.96 2241.76 460.03 2244.26 460.07 2245.39 460.12 2267.68 460.91 2269.37 460.98 2270.05 461 2279 461.31 2305.77 461.92 2335.21 462.15 2357.63 462.45 2358.63 462.44 2365.02 462.4 2393.66 462.15 2420.59 461.68 2446.55 461.11 2454.57 460.88 2461.5 461 2474.26 461 2477.21 460.84 2486.23 460.71 2490.69 461.86 2491.5 462 2498.06 462.98 2502.34 463.02 2504.9 463.8 2505.54 464 2510.58 464.96 2511.74 465.19 2514.77 465.76 2515.09 465.83 2515.41 465.89 2516.02 466 2516.67 466 2539.64 466.62 2548.2 466.82 2549.27 466.85 2556.05 467 2559.36 467.01 2561.7 467.06 2564.88 467.07 2567.09 467.11 2643.95 468 2691.47 468 2724.33 469.52 2732.58 469.87 2735.95 470 3099.57 470 3109.52 469.41 3114.08 469.17 3114.94 469.13 3118.75 468.93 3120.56 468.87 3123.26 468.74 3126.5 468.63 3129.36 468.51 3133.41 468.39 3134.17 468.36 3138.06 468.25 3138.97 468.21 3140.82 468.17 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1546.22 .045 1731.3 .06 1780.78 .03 2486.23 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1596.28 1731.3 356.48 315.99 270.69 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1211.48 470 F 1772.23 2500 462 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31972 INPUT Description: Station Elevation Data num= 282 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 484 79.35 484 84.36 483.54 86.79 483.26 90.64 482.88 98.33 482.02 98.56 482 104.27 480.77 106.67 480.18 107.38 480 113.55 478.45 115.19 478 121.74 476.5 123.8 476 127.76 474.69 129.89 474 136 472 137.93 471.46 143.74 470 145.1 469.6 150.64 468 151.94 467.61 152.09 467.56 152.61 467.42 157.61 466 157.78 465.97 163.98 464.83 168.17 464 249.9 464 257.66 464.72 261.16 465.06 263.74 465.3 269.44 465.86 270.92 466 271.51 466.03 273.18 466.12 273.54 466.13 274.51 466.18 295.68 467.2 302.65 467.51 305.13 467.63 313.57 468 503.14 468 527.89 467.7 528.96 467.69 539.9 467.57 577.92 467.16 669.07 466.59 670.13 466.57 670.75 466.58 671.37 466.58 678.29 466.65 679.76 466.62 682.09 466.59 683.07 466.6 685.78 466.56 711.25 466.05 711.36 466.05 714.18 466 811.52 466 814.01 466.05 831.14 466 1271.35 466 1280.24 465.48 1282.4 465.4 1286.39 465.18 1290.26 465.06 1292.63 464.94 1297.85 464.7 1302.96 464.57 1304.69 464.5 1313.4 464.31 1320.89 464 1321.6 463.94 1325.25 463.6 1325.86 463.54 1326.43 463.49 1336.71 462.52 1342.1 462 1372.5 460 1386.55 458 1388.49 457.57 1396.09 456 1400.45 455.27 1408.77 454 1410.49 453.58 1417.03 452 1417.41 451.67 1419.44 450 1420.41 449.14 1421.8 448 1422.4 447.51 1426.49 444.13 1426.65 444 1429.09 442 1429.41 441.72 1431.18 440 1570.17 440 1570.73 440.82 1571.55 442 1572.24 442.99 1572.95 444 1573.8 445.17 1574.42 446 1575.56 447.29 1576.2 448 1577.28 448.9 1578.7 450 1581.6 451.39 1582.8 452 1592.58 453.67 1594.35 454 1605.67 456 1611.28 457.07 1623.52 459.32 1627.3 460 1643.22 462 1664.12 462 1671.05 460.89 1677.18 460 1678.12 459.69 1678.81 459.47 1682.78 458 1684.53 456.56 1685.72 455.52 1687.56 454 1688.65 452.97 1689.77 452 1691.42 450.71 1692.25 450 1693.61 449.51 1697.57 448 1700.1 448 1707.76 446.25 1708.9 446 1713.62 444.36 1714.6 444 1740.36 437.56 1764.47 444 1767.18 446 1767.72 446.39 1769.23 447.46 1770 448 1770.93 448.7 1772.7 450 1774.75 451.58 1775.3 452 1776.77 453.15 1777.87 454 1778.28 454.33 1780.42 456 1781.82 457.17 1782.87 458 1784.93 459.78 1785.2 460 1785.82 460 1818.83 463.01 1819.78 463.09 1820 463.11 1820.3 463.14 1821.17 463.09 1824.87 462.91 1825.19 462.91 1825.42 462.9 1837.27 462.81 1843.34 461.89 1847.59 461.28 1849.48 461 1850.22 460.9 1863.5 459.07 1882.49 457 1886.29 456.63 1892.15 456 1917.18 454 1917.88 453.94 1918.35 453.91 1929.79 453.05 1936.41 453.06 1962.87 453.62 1965.86 453.66 1968.26 453.78 1983.16 454.6 2011.97 456.52 2016.62 456.81 2016.89 456.83 2031.92 458 2033.64 458.13 2046.59 459 2050.14 459.21 2058.42 459.46 2068.87 459.65 2071.27 459.65 2076.58 459.19 2078.85 459 2079.01 459 2091.51 457.15 2092.29 457.06 2094.47 456.8 2098.53 456.41 2102.04 456.03 2102.8 456 2103.58 456 2106.12 456.27 2112.4 456.83 2132.19 458.17 2134.83 458.34 2150.96 459.52 2154.65 459.78 2158.72 459.84 2258.65 460.76 2306.17 460.57 2312.39 460.51 2316.89 460.54 2321.38 460.42 2338.63 460.16 2339.54 460.14 2339.69 460.13 2354.57 458.8 2365.75 458.02 2366.2 458 2368.03 457.91 2380.01 457 2382.56 457 2383.13 457.02 2392.54 457.75 2394.1 457.86 2395.55 458 2405.37 459 2408.43 459.36 2414.57 460 2415.09 460 2424.55 460.39 2444 460.96 2447.94 461 2466.71 461 2479.34 461.32 2480.46 461.36 2482.43 461.29 2492.16 461 2500.65 461.03 2526.83 461 2536.6 460.84 2550.38 460.67 2550.74 460.6 2563.02 460.46 2585.19 461 2590.67 461 2592.09 461.04 2596.68 461.1 2604.75 461 2608.4 461 2611.46 460.94 2614.77 461 2614.91 461.03 2618.33 462 2618.78 461.97 2624.91 461.52 2632.01 462.71 2634.17 464 2641.24 464.68 2641.57 464.72 2653.16 466 2688.65 468 2797.68 468 2829.66 470 3131.08 470 3149.29 469.53 3151.23 469.47 3154.65 469.38 3161.6 469.13 3164.38 469.05 3169.45 468.87 3171.64 468.8 3184.76 468.31 3185.76 468.27 3193.1 468 3293.99 468 3313.06 469.92 3313.48 469.96 3313.84 470 3315.8 470.05 3317.9 470.09 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1372.5 .03 1627.3 .06 1678.12 .045 1818.83 .06 1847.59 .03 2614.77 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1678.12 1785.2 163.12 167.14 167.17 .1 .3 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 0 1313 470 F 1313 1643.23 455 T 1820.3 2700 462 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31804 Page 6 DentonCreekFEMACorrected_effective_2_8_16.rep INPUT Description: Station Elevation Data num= 389 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 486 57.94 486 58.55 485.93 58.79 485.9 64.84 485.16 66.2 484.98 69.44 484.53 70.99 484.33 73.18 484 75.93 483.24 80.7 482 82.07 481.56 86.65 480 87.71 479.6 91.83 478 95.28 476.71 97.15 476 99.61 475.08 102.65 474 105.46 473.1 108.81 472 115.04 470 115.8 469.75 120.89 468 121.62 467.77 127.06 466 127.5 465.86 127.67 465.8 128.4 465.59 132.23 464.41 133.82 464 225.36 464 225.82 464.04 226.06 464.06 241.32 465.3 245.35 465.65 246.49 465.74 249.47 466 249.71 466.01 332.04 468 615.41 468 651.18 466.47 654.02 466.34 654.31 466.33 658.25 466.18 658.48 466.18 663.59 466.02 664.54 466 730.3 466 735.39 466.12 735.71 466.12 742.02 466.26 743.63 466.3 745.6 466.34 748.61 466.42 748.76 466.42 752 466.5 791.2 466.63 793.84 466.6 794.34 466.6 802.43 466.52 803.15 466.51 814.7 466.4 815.55 466.38 822.54 466.31 827 466.26 827.62 466.25 831.26 466.21 831.66 466.2 847.51 466.05 852.2 466 1019.89 466 1022.95 465.82 1026.24 465.92 1026.35 465.91 1029.18 466 1063.4 466 1067.42 465.86 1067.59 465.86 1071.04 465.74 1077.18 465.55 1080.21 465.47 1080.69 465.47 1086.99 465.3 1089.08 465.23 1089.75 465.25 1092.54 465.16 1093.63 465.12 1094.68 465.09 1116.44 464.79 1134.12 464.94 1135.19 464.94 1137.4 464.95 1138.91 464.95 1140.74 464.94 1143.09 464.96 1145.13 464.94 1149.09 464.99 1238.51 464 1315.7 464 1321.29 463.53 1338.03 462.07 1338.32 462.05 1338.84 462 1357.06 460 1360.36 459.43 1368.28 458 1375.6 456.41 1377.55 456 1387.83 454 1401.06 452 1402.98 450.91 1404.66 450 1405.6 449 1406.55 448 1407.82 446.71 1408.53 446 1410.12 444.5 1410.63 444 1411.05 443.6 1412.76 442 1413.46 441.36 1414.92 440 1592.7 440 1593.17 440.43 1594.85 442 1595.25 442.38 1597 444 1597.31 444.29 1599.15 446 1599.32 446.16 1600.75 447.48 1601.31 448 1601.61 448.27 1603.48 450 1604.5 450.91 1605.69 452 1612.41 453.08 1618.41 454 1626.66 455.37 1630.37 456 1634.25 456.93 1636.34 457.42 1638.73 458 1646.4 459.46 1649.29 460 1656.05 460.6 1672.48 462 1703.61 462 1710.43 460.4 1716.02 459.24 1716.41 459.18 1717.32 459.06 1719.76 458.66 1720.81 458.53 1722.18 458.37 1723.03 458.26 1725.26 458 1726.7 457.67 1727.64 457.44 1730.16 456.84 1733.82 456 1735.8 455.37 1739.01 454 1739.5 453.76 1742.49 452 1744.66 451.1 1746.72 450 1748.42 448.96 1750 448 1752.22 446.63 1753.25 446 1756.18 444.19 1756.5 444 1768.28 437.48 1780.06 444 1783.35 445.07 1786.32 446 1788.4 446.67 1792.67 448 1793.21 448.17 1794.59 448.59 1797.73 449.59 1799.11 450 1801.02 450.48 1801.62 450.66 1802.41 450.92 1804.26 451.62 1804.81 451.8 1805.27 452 1805.92 452.36 1808.96 454 1811.51 455.4 1812.69 456 1815.35 456.29 1817.86 456.5 1828.34 457.5 1833.06 457.72 1835.77 457.93 1836.71 458 1839.69 458.46 1841.88 458.81 1846.9 460 1852.49 461.13 1859.66 462.36 1860.96 462.38 1862.97 462.4 1869.07 462.48 1869.61 462.43 1877.49 462.34 1882.06 462.24 1887.94 462 1888.46 461.98 1893.14 461.41 1897.25 461 1900.68 460.6 1909.32 460.3 1916.34 460.14 1917.76 460.16 1939.81 460.38 1940.32 460.39 1940.57 460.39 1944.06 460.57 1947.62 460.51 1959.4 460.4 1974.94 460.09 1978.29 460.04 1979.42 460 1986.96 460 1992.8 459.93 2021.73 460.35 2024.2 460.4 2025.39 460.41 2031.27 460.43 2060.03 460.36 2061.71 460.5 2063.41 460.42 2083.88 460.37 2092.45 460.4 2093.88 460.38 2099.95 460.39 2110.27 460.22 2125.27 460.12 2128.2 460 2129.42 460 2130.05 459.98 2130.18 459.96 2130.32 459.94 2132.04 459.82 2135.74 459.52 2165.29 457.01 2165.6 456.98 2167.07 456.92 2167.33 456.94 2167.91 456.99 2171.81 457.33 2172.05 457.35 2173.04 457.41 2181.94 458.23 2186.95 458.73 2190 459 2196.29 459.63 2202.88 459.97 2203.66 460 2204.74 460.05 2209.62 460.25 2234.16 460.83 2240.06 461 2265.44 461.36 2314.44 461.73 2405.84 460.78 2429.41 459 2441.27 458 2447.62 457.92 2450.45 457.92 2452.07 458 2454.34 458.19 2463.69 458.66 2475.86 460 2476.04 460.01 2480.82 460.4 2483.31 460.63 2489.59 460.76 2503.93 461 2521.22 461 2524.82 461.03 2569.22 461 2588.77 460.85 2590.43 460.81 2593.54 460.71 2606.32 460.2 2609.9 460.07 2621.18 459.72 2623.25 459.68 2637.93 459.98 2639.69 459.98 2640.27 460.03 2648.36 460.47 2653.02 460.42 2666.67 461.18 2672.76 461.49 2679.17 461.76 2682.7 461.95 2683.1 461.92 2683.67 462 2690.38 462.97 2694.27 463.56 2694.81 463.64 2695.05 463.68 2695.21 463.7 2704.29 465.06 2707.42 465.62 2709.43 466 2711.26 466.21 2711.91 466.27 2715.96 466.71 2718.72 467 2722.12 467.25 2723.55 467.38 2725.17 467.52 2730.83 467.87 2731.25 467.91 2733.18 468 2753.95 468 2783.14 468.36 2789.24 468.42 2791.21 468.45 2877.67 468.87 2878.63 468.91 2879.82 468.97 2883.19 469.16 2885.03 469.27 2886.5 469.35 2887.51 469.4 2888.16 469.4 2888.85 469.43 2889.7 469.43 2890.35 469.46 2891.2 469.47 2892.24 469.5 2894.18 469.57 2894.82 469.58 2898.17 469.7 2898.63 469.71 2903.54 469.88 2903.74 469.89 2907.03 470 2972.2 470 2977.78 469.9 2977.99 469.9 2983.71 469.8 2993.49 469.68 2997.52 469.66 2998.11 469.65 3003.42 469.63 3004.64 469.63 3006.72 469.61 3007.57 469.59 3009.14 469.56 3009.95 469.55 3010.51 469.54 3010.83 469.53 3011.13 469.53 3012.86 469.45 3013.08 469.45 3015.22 469.33 3015.74 469.34 3018.17 469.2 3019.23 469.22 3021.87 469.09 3059.34 468 3437.79 468 3441.11 468.09 3441.27 468.1 3444.03 468.18 3444.34 468.19 3455.07 468.51 3458.83 468.64 3460.83 468.7 3462.77 468.75 3465.46 468.86 3466.77 468.89 3467.49 468.91 3467.7 468.92 3468.37 468.93 3470.02 468.98 3473.27 469.06 3475.16 469.14 3486.51 469.44 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1357.06 .03 1649.29 .06 1720.81 .045 1811.51 .06 1897.25 .03 2683.67 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1720.81 1812.69 208.63 220.39 235.39 .1 .3 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 0 1280.41 470 F 1280.41 1672.47 455 T 1868.96 2750.44 462 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31584 INPUT Description: Station Elevation Data num= 393 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 480.72 2.68 480 8.21 478 8.69 477.83 9.33 477.61 13.92 476 15.33 475.49 17.05 474.89 18.54 474.35 19.56 474 25.03 472 26.47 471.49 30.74 470 35.73 468.44 37.17 468 44.21 466 52.29 464.47 54.73 464 59.55 463.79 72 463.23 93.45 462.19 94.42 462.14 94.97 462.12 97.28 462 125.05 462 128.57 462.33 138.42 463.2 141.13 463.43 147.47 464 149.28 464.19 Page 7 DentonCreekFEMACorrected_effective_2_8_16.rep 153.34 464.6 158.48 465.1 159.14 465.17 160.09 465.26 165.72 465.76 166.3 465.81 166.83 465.86 168.43 466 196.37 466.52 198.01 466.56 255.69 467.65 257.51 467.69 274.68 468 359.68 468 364.19 467.86 364.38 467.86 365.86 467.81 366.39 467.8 366.62 467.8 367.67 467.77 368.56 467.77 370.66 467.71 371.64 467.71 375.03 467.63 375.62 467.63 379.57 467.53 449.92 467.74 452.07 467.8 452.37 467.8 453.91 467.85 454.17 467.85 455.45 467.89 455.94 467.89 457.17 467.92 458.09 467.92 459.27 467.94 459.44 467.94 460.97 467.95 463.25 467.95 465.62 467.93 465.77 467.93 468.43 467.91 468.64 467.91 471.51 467.88 474.61 467.86 482.31 467.87 486.22 467.89 486.41 467.89 489.59 467.92 491.54 467.93 492.54 467.94 493.88 467.94 496.72 467.91 496.99 467.92 504.3 467.85 504.83 467.86 508.58 467.82 521.79 467.87 522.22 467.87 524.87 467.89 528.21 467.89 530.28 467.85 531.15 467.85 533.96 467.79 534.57 467.79 538.22 467.71 538.7 467.71 542.49 467.63 543.17 467.63 548.84 467.53 549.87 467.52 551.72 467.49 552.76 467.49 553.55 467.48 588.58 467.45 589.24 467.44 590.08 467.44 591.08 467.43 592.21 467.45 596.24 467.41 600.12 467.43 600.86 467.42 603.94 467.43 614.44 467.42 615.34 467.41 617.11 467.4 617.8 467.39 618.62 467.39 626.04 467.31 629.64 467.26 630.32 467.26 630.98 467.25 633.15 467.25 636.57 467.18 638.28 467.17 640.13 467.15 641.95 467.14 643.7 467.12 646.95 467.04 650.26 467 651.85 466.99 654.56 466.92 658.72 466.9 660.82 466.83 665.42 466.81 666.96 466.81 669.38 466.79 717.29 466 744.61 466 764.67 465.91 764.88 465.9 765.03 465.9 769.25 465.89 769.39 465.89 775.14 465.87 776.47 465.87 810.16 466 888.71 466 890.77 465.97 890.93 465.96 895.48 465.87 896.06 465.87 900.05 465.77 964.03 464 1145.54 464 1163.61 463.4 1167.63 463.36 1167.85 463.35 1176.94 463.35 1213.96 462.24 1214.19 462.23 1214.34 462.23 1214.49 462.24 1214.72 462.23 1218.38 462 1224.65 461.04 1232.77 460 1233.42 459.97 1252.82 459.17 1261.14 458.77 1264.56 458.62 1277.61 458 1284.82 458 1312.2 457.06 1313.45 456.94 1313.74 456.95 1315.16 456.8 1316.85 456.61 1317.05 456.61 1318.96 456.39 1322.49 456 1324.79 455.64 1331.78 454.6 1333.3 454.37 1335.85 454 1339.46 453.38 1340.45 453.26 1343.1 452.96 1346.1 452.52 1351.32 452.04 1351.45 452.03 1351.82 452 1353.52 450.79 1354.35 450 1355.24 449.3 1356.52 448 1356.85 447.73 1358.07 446.43 1358.32 446.15 1358.45 446 1359.61 444.69 1360.19 444 1361.66 442.27 1361.89 442 1361.98 441.89 1362.67 441.11 1363.58 440 1585.97 440 1586.36 440.51 1587.53 442 1587.98 442.59 1589.05 444 1589.4 444.46 1590.58 446 1591.97 447.82 1592.12 448 1593.8 450 1595.48 450.69 1599.26 452 1600.91 452.3 1610.65 454 1612.1 454.27 1621.01 456 1625.93 456.84 1628.84 457.35 1632.39 458 1642.23 460 1654.96 461.31 1661.85 462 1712.29 462 1714.19 461.83 1715.43 461.57 1719.63 460.95 1723.49 460 1726.92 458.86 1727.69 458.6 1729.49 458 1731.64 457.25 1734.54 456 1734.87 455.85 1737.85 454.37 1738.53 454.04 1738.84 453.89 1742.47 452 1744.34 450.96 1746.31 450 1747.19 449.6 1749.3 448.86 1750.79 448.31 1751.17 448.18 1751.71 448 1754.23 447.58 1763.17 446.28 1763.75 446.23 1785.29 437.37 1806.82 446 1809.05 447.12 1810.55 448 1813.44 449.41 1814.46 450 1819 452 1819.94 452 1832.83 453.61 1833.62 453.67 1834.82 454 1837.24 454 1843.7 455.05 1848.44 455.46 1849.53 455.58 1855.03 456 1855.36 456.05 1855.51 456.07 1858.19 456.44 1860.06 456.75 1861.43 456.96 1862.15 457.08 1867.02 458 1867.79 458.15 1873.1 459.26 1876.4 460 1878.56 460.13 1879.03 460.16 1879.2 460.17 1887.03 460.65 1903.05 462.14 1912.94 462 1913.05 462 1913.5 461.98 1929.11 461 1934.4 460.93 1943.76 460.88 1953.38 460.63 1960.78 460.49 1964.18 460.5 1971.52 460.71 1973.49 460.76 1977.71 460.78 2072.62 461.53 2074.52 461.54 2131.57 461.21 2131.97 461.21 2150.37 461 2153.67 460.94 2174.72 460.68 2197.54 460.03 2198.46 460 2200.34 459.95 2205.62 459.94 2206.21 460 2206.65 460.05 2207.96 460.06 2209.97 460 2224.23 459 2224.35 458.99 2224.77 459 2240.56 459 2245.89 459.24 2248.78 459.36 2250.78 459.46 2251.67 459.49 2254.91 459.52 2262.34 459.78 2265.07 459.91 2269.34 460 2273.55 460.11 2278.14 460.27 2282.27 460.32 2287.77 460.48 2291.82 460.69 2291.96 460.7 2292.18 460.71 2301.95 460.94 2302.25 460.96 2303.81 461 2329.69 461.28 2333.7 461.34 2337.74 461.25 2342.4 461.48 2342.59 461.49 2359.74 461.55 2361.13 461.55 2380.27 461.31 2385.59 461.27 2389.9 461.26 2395.87 461.22 2417.76 461.52 2424.15 461.57 2432.71 461.69 2489.53 461.6 2534 461 2534.22 460.98 2535.58 460.94 2541.16 460.54 2544.04 460.36 2546.85 460.23 2547.41 460.21 2551.08 460.22 2559.99 460.14 2564.2 460.22 2587.85 460.96 2592.19 461 2597.92 461 2605.52 461.2 2617.85 461.47 2627.46 461.13 2629.86 461 2648.13 460.61 2649.54 460.55 2674.94 460 2695.71 459.68 2730.14 459.41 2737.26 459.57 2737.91 459.57 2777.09 460 2779.08 459.73 2794.4 460 2795 460.19 2795.31 460.28 2796.01 460.49 2804.36 463.05 2806.61 463.65 2807.98 464 2809.55 464.13 2810.13 464.19 2811.45 464.3 2813.96 464.54 2817.99 464.99 2821.33 465.33 2826.75 466 2834.55 466.08 2835.31 466.09 3015.53 468 3045.64 468 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1284.82 .03 1621.01 .06 1727.69 .045 1879.2 .06 1929.11 .03 2779.08 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1727.69 1879.2 139.21 146.71 154.82 .1 .3 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 0 1176.94 470 F 1176.94 1661.85 455 T 1903.04 2832.44 462 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31437 INPUT Description: Station Elevation Data num= 460 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 475.76 1.98 475.04 4.81 474 6.87 473.23 10.07 472 10.86 471.74 15.89 470 17.3 469.57 22.52 468 27.43 466.66 29.69 466 35.44 464.98 41.1 464 77.33 462 116.18 462 120.23 462.34 139 464 140.65 464.15 155.89 465.61 156.78 465.69 159.72 466 177.39 466 219.92 466.34 220.97 466.36 222.6 466.35 226.91 466.31 232.63 466.24 233.33 466.26 242.19 466.11 242.51 466.12 244.62 466.08 246.26 466.06 248.79 466.02 250.29 466.01 252.87 465.98 256.79 465.95 256.9 465.94 261.3 465.9 271.28 465.87 273.79 465.87 273.97 465.86 276.58 465.87 276.8 465.86 279.57 465.86 279.89 465.85 285.92 465.83 286.32 465.82 289.36 465.81 289.76 465.8 295.23 465.78 295.42 465.77 297.94 465.76 301.05 465.74 308.52 465.68 309.11 465.67 312.06 465.65 312.86 465.63 314.65 465.62 317.11 465.59 319.02 465.57 321.64 465.54 324.23 465.5 324.95 465.5 327.88 465.46 328.62 465.46 331.38 465.42 332.22 465.42 336.46 465.38 338.32 465.37 341.24 465.37 345.12 465.39 346.09 465.39 349.42 465.41 352.19 465.42 356.05 465.42 Page 8 DentonCreekFEMACorrected_effective_2_8_16.rep 356.81 465.43 359.83 465.42 360.61 465.43 362.9 465.42 379 465.45 379.71 465.46 385.67 465.48 394.86 465.48 400.43 465.46 401.21 465.46 403.6 465.44 405.44 465.44 410.37 465.42 418.24 465.41 420.45 465.42 430.95 465.42 442.38 465.4 443.87 465.39 447.89 465.39 451.52 465.4 455.98 465.42 456.86 465.42 465.02 465.45 481.76 465.46 482.53 465.45 492.39 465.45 494.05 465.46 500.5 465.46 502.63 465.45 506.19 465.45 507.74 465.44 508.56 465.45 509.68 465.44 512.64 465.44 514.11 465.43 514.99 465.44 517.45 465.43 518.28 465.44 521.21 465.42 521.94 465.43 525.21 465.43 530.05 465.41 530.93 465.41 532.59 465.4 535.34 465.4 540.05 465.38 541.19 465.38 543.83 465.36 545.08 465.37 547.66 465.35 548.88 465.36 555.12 465.34 555.76 465.35 560.83 465.33 566.08 465.33 567.21 465.34 572 465.34 573.05 465.35 574.26 465.34 574.98 465.35 577.57 465.33 578.19 465.34 581.53 465.31 583.28 465.3 584.19 465.32 592.95 465.28 594.49 465.31 596.94 465.3 600.36 465.34 602.94 465.33 605.29 465.36 607.68 465.35 608.64 465.36 610.76 465.35 611.76 465.36 621.5 465.32 622.73 465.34 625.19 465.33 626.56 465.35 630.15 465.34 631.66 465.36 632.77 465.35 634.18 465.37 636.76 465.36 637.87 465.37 639.58 465.37 641.32 465.36 641.98 465.37 643.65 465.36 696.01 465.32 700.04 465.3 712.15 465.2 748.1 465.04 751.71 465 753.91 465 756.99 464.98 758.12 464.98 760.31 464.96 794.69 465.11 796.21 465.09 808.04 464.83 808.96 464.85 811.2 464.79 814.24 464.72 815.54 464.73 817.65 464.68 820.18 464.63 821.56 464.64 824.17 464.58 825.49 464.58 827.98 464.53 829.08 464.53 831.34 464.49 832.15 464.49 834.13 464.46 836.82 464.45 837.08 464.44 838.73 464.44 839.11 464.43 841.07 464.43 846.78 464.4 847.32 464.39 859.38 464.28 863.32 464.24 863.93 464.24 872.48 464.15 875.38 464.11 875.65 464.1 883.67 464 889.4 464 908.98 463.94 913.65 463.93 924.49 463.88 926.86 463.88 929.18 463.87 929.5 463.86 1089.81 464 1141.59 462.21 1143.43 462.16 1148.78 462.05 1150.04 462.01 1151.96 462 1218.74 462 1223.62 461.33 1226.1 461.13 1227.9 461.06 1229.96 460.91 1232.55 460.83 1234.16 460.72 1236.73 460.64 1237.9 460.57 1240.44 460.5 1241.26 460.45 1242.09 460.42 1243.46 460.39 1244.1 460.35 1246.08 460.3 1246.64 460.27 1249.15 460.21 1249.61 460.19 1252.77 460.11 1257.44 460 1259.47 460 1263.58 459.97 1267.31 459.97 1271.75 459.95 1272.68 459.95 1277.72 459.88 1283.85 459.71 1285.98 459.64 1292.93 459.39 1307.44 458.81 1325.38 458 1334.41 456.58 1338.52 456 1341.04 455.54 1346 454.67 1348.38 454.24 1349.84 454 1353.35 453.49 1354.45 453.39 1356.25 453.21 1359.23 452.85 1362.71 452.49 1363.87 452.36 1367.34 452 1368.26 451.69 1371.84 450.58 1373.42 450.08 1373.71 450 1374.52 449.49 1376.95 448 1377.77 447.45 1379.9 446 1382.75 444 1385.63 442 1388.53 440 1572.59 440 1573.82 441.26 1575.28 442.81 1576.45 444 1577.12 444.71 1578.41 446 1578.94 446.57 1580.39 448 1580.72 448.36 1582.38 449.97 1588.56 452 1601.19 453.58 1604.44 454 1610.06 455.03 1615.58 456 1618.38 456.4 1630.08 458 1631.16 458.18 1637.13 459.19 1641.73 459.91 1642.33 460 1652.23 460.69 1652.79 460.72 1655.31 460.89 1656.91 460.99 1671.34 462 1744.17 462 1748.29 461.49 1749.83 461.35 1750.64 461.35 1752.85 461.18 1754.29 461.18 1764.3 460.72 1770.9 460.23 1771.82 460.17 1773.98 460 1778.64 458.78 1781.71 458 1782.85 457.3 1784.9 456 1785.99 455.33 1788.09 454 1789.14 453.35 1791.28 452 1794.49 450 1795.15 449.6 1797.75 448 1798.37 447.63 1801.21 446 1813.61 437.3 1829.09 446 1830.43 446.38 1834.4 447.3 1836.56 447.81 1837.6 448 1842.25 448.82 1845.31 449.2 1847.35 449.49 1850.51 450 1853.57 450.44 1860.56 451.76 1861.66 452 1870.26 453.55 1872.54 454 1874.25 454.67 1877.83 456 1879.71 456.77 1882.54 458 1887.27 459.98 1905.63 461.63 1916.59 461.27 1921.54 461.2 1935.7 461.06 1939.62 461 1958.27 460.76 1975.67 460.46 1977.25 460.44 1983.92 460.42 1989.24 460.34 2034.74 460.75 2035.44 460.69 2042.66 460.69 2046.72 460.62 2060.5 460.53 2067.78 460.38 2106.94 460.21 2118.26 460.1 2122.01 460.05 2138.57 460 2142.38 459.89 2151.51 459.82 2158.79 459.7 2164.15 459.71 2181.41 459.43 2242 459.72 2252.94 459.87 2256.17 459.9 2257.65 459.92 2265.06 460 2267.52 460.04 2285.93 460.29 2294.12 460.45 2295.32 460.45 2314.31 460.22 2315.6 460.23 2322.61 460.49 2324.54 460.55 2328.15 460.69 2338.13 461 2340.96 461.08 2361.24 461.2 2363.3 461.24 2379.09 461.16 2379.88 461.16 2389.01 461 2400.01 460.9 2420.13 460.86 2443.73 460.92 2446.39 460.91 2468.6 461 2470.06 461.01 2503.03 461.16 2566.57 461.18 2577.31 461 2578.81 461 2605.85 460.54 2610.09 460.4 2630.79 459.79 2633.2 459.75 2635.39 459.75 2649.19 459.57 2652.5 459.56 2659.9 459.71 2676.59 460 2686.1 460.29 2702.26 460.94 2702.82 461 2709.65 461 2727.43 460.94 2730.37 460.92 2731.32 460.92 2763.31 460.8 2768.92 460.73 2771.61 460.6 2775.85 460.56 2794.32 460.23 2802.12 460.19 2818.09 460 2819.04 460 2829.06 459.86 2829.24 459.69 2838.92 459.7 2873.34 459.13 2897.39 459.01 2899.87 459 2917.96 458.9 2923.51 458.8 2932.56 458.76 2940.81 458.76 2951.34 458.87 2958.31 458.87 2961.13 458.72 2963.05 458.77 2964.78 458.76 2979.11 459 2982.53 459 2985.05 459.04 2986.02 459.03 2988.27 459.03 2989.41 459.63 2992.51 460.05 2997.73 460.24 3002.02 460.9 3003.11 461.43 3004.28 461.97 3011.08 462.79 3017 463.55 3020.29 464 3024.02 464.59 3024.92 464.74 3028.32 465.28 3030.64 465.6 3031.48 465.73 3033.59 466 3184.55 466 3237.66 467.21 3303.82 468 3312.01 468 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1325.38 .03 1630.08 .06 1764.3 .045 1887.27 .06 1939.62 .03 2982.53 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1773.98 1887.27 74.12 72.96 76.55 .1 .3 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 0 1218.74 470 F 1218.74 1671.34 455 T 1905.63 3039.61 462 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31364 INPUT Description: Station Elevation Data num= 460 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 476.61 1.77 476 7.37 474 12.71 472 14.7 471.29 18.22 470 19.77 469.51 24.73 468 30.62 466.38 31.91 466 35.17 465.38 42.65 464 77.93 462.02 78.35 462 119.99 462 124.71 462.41 126.71 462.6 143.54 464.13 144.84 464.24 164.49 465.99 164.62 466 197.99 466 236.67 465.1 239.01 465.06 241.53 465.04 244.54 464.98 248.61 464.92 251.59 464.86 254.64 464.83 258.39 464.75 262.06 464.71 265.63 464.64 266.89 464.63 269.68 464.56 270.97 464.55 274.6 464.54 276.66 464.49 277.35 464.49 279.82 464.44 280.47 464.44 283.96 464.36 285.15 464.36 289.1 464.27 289.56 464.27 299.82 464.04 302.55 464 334 464 344.83 463.95 431.13 464 437.97 464.02 443.69 464.06 451.13 464.08 485.52 464.02 496.89 464.06 499.91 464.08 Page 9 DentonCreekFEMACorrected_effective_2_8_16.rep 503.18 464.09 505.96 464.11 508.59 464.12 516.9 464.13 519.35 464.12 530.08 464.13 534.03 464.15 537.51 464.18 543.08 464.21 544.82 464.23 546.03 464.22 548.6 464.23 555.51 464.27 558.28 464.29 560.98 464.3 562.55 464.32 563.76 464.31 565.96 464.34 568.22 464.33 571.8 464.38 572.51 464.38 580.4 464.48 581.33 464.48 586.68 464.55 587.64 464.54 589.79 464.57 590.67 464.56 592.89 464.59 596.08 464.58 597.1 464.57 599.69 464.6 600.8 464.6 603.67 464.63 605.35 464.63 609.02 464.66 611.94 464.69 613.24 464.69 615.52 464.72 617.31 464.71 618.65 464.73 619.53 464.72 725.33 464.63 735.14 464.54 736.93 464.53 741.84 464.48 756.39 464.42 762.37 464.35 766.21 464.33 769.06 464.3 779.9 464.35 782.71 464.31 796.89 464 804.18 464 885.88 463.54 889.87 463.53 919.26 463.43 923.28 463.42 936.43 463.31 939.84 463.3 941.79 463.28 946.15 463.27 949.54 463.24 1032.62 463.38 1034.67 463.41 1035.33 463.4 1039.77 463.46 1046.3 463.52 1069.56 463.12 1070.56 463.14 1070.99 463.12 1073.5 463.14 1075.58 463.08 1077.23 463.08 1078.97 463.03 1080.93 462.99 1082.79 462.94 1084.39 462.92 1086.98 462.87 1088.23 462.87 1096.86 462.66 1097.68 462.65 1101.17 462.55 1104.61 462.43 1105.09 462.43 1116.6 462 1118 461.86 1121.15 461.58 1122.06 461.48 1124.76 461.27 1126.98 461.11 1128.36 460.96 1130.15 460.83 1131.84 460.65 1134.26 460.43 1138.36 460.1 1139.89 460 1180.49 460 1188.66 460.73 1197.86 461.74 1200.31 462 1267.75 462 1273.75 461.83 1274.29 461.78 1280.25 461.55 1281.76 461.37 1283.05 461.28 1286.91 460.8 1288.26 460.66 1293.49 460 1317.93 458.89 1320.44 458.77 1321.33 458.74 1323.77 458.63 1325.63 458.57 1326.61 458.52 1330.47 458.4 1333.18 458.28 1342.74 458 1347.46 457.66 1349.17 457.49 1354.72 457.04 1358.94 456.62 1361.02 456.42 1365.63 455.95 1369.43 455.55 1371.91 455.28 1376.3 454.82 1383.32 454.04 1383.64 454 1389.7 453.37 1401.19 452.26 1403.9 452 1411.15 450.66 1413.02 450.32 1415.47 450 1417.76 448.56 1421.99 446.05 1425.19 444.13 1425.42 444 1428.71 442 1429.87 441.27 1431.93 440 1594.22 440 1597.12 442.21 1599.54 444.11 1601.86 446 1602.14 446.24 1603.92 448 1604.9 449.08 1605.76 450 1611.13 450.73 1612.77 450.9 1615.38 451.19 1622.37 452 1629.18 452.85 1633.13 453.29 1635.26 453.55 1639.4 454 1647.93 455.28 1649.24 455.49 1652.83 456 1655.79 456.37 1668.5 458 1673.08 458.7 1680.77 460 1684.08 460.23 1686.35 460.38 1689.19 460.55 1691.52 460.71 1692.51 460.75 1694.91 460.9 1695.94 460.93 1698.06 461.06 1699.21 461.08 1700.96 461.18 1704.28 461.26 1705.69 461.33 1708.25 461.39 1709.29 461.44 1712.29 461.52 1714.26 461.6 1717.12 461.66 1717.75 461.69 1720.15 461.73 1720.72 461.75 1726.16 461.83 1729.26 461.86 1729.51 461.87 1733.01 461.89 1733.34 461.9 1736.8 461.89 1737.05 461.9 1744.69 461.83 1749.31 461.75 1750.49 461.71 1760.09 461.27 1762.31 461.14 1767.5 460.97 1770.21 460.8 1773.63 460.67 1777.39 460.4 1778.89 460.34 1783.08 460 1789.48 458.73 1792.84 458 1795.5 457.47 1797.76 457.19 1801.41 456.58 1805.18 456.24 1806.08 456.12 1807.85 456 1808.85 455.91 1812.45 455.66 1815.74 455.42 1824.09 454.1 1824.57 454 1827.58 452 1828.07 451.63 1830.45 450 1831.56 449.16 1833.22 448 1834.88 446.73 1835.91 446 1838.04 444.34 1838.51 444 1841.04 442 1847.21 437.26 1855.05 442 1860.28 443.03 1865.37 444 1870.14 445.22 1873.13 446 1877.38 447.69 1878.2 448 1882.44 449.66 1883.34 450 1885.91 451.09 1887.83 452 1890.93 453.64 1891.56 454 1892.22 454.41 1894.96 456 1897.39 457.6 1897.94 458 1904.61 459.79 1905.25 460 1905.64 460.04 1915.39 461.24 1915.74 461.23 1936.86 461.03 1937.92 461 1940.02 461 1941.66 461.05 1953.31 461.05 1961.58 460.41 1964.37 460.36 1998.99 460.38 2080.49 459.79 2178.73 459.88 2237.57 460.14 2245.72 460.2 2280.77 460.65 2285.56 460.68 2288.56 460.78 2304.67 461 2316.33 461.06 2327.63 461.2 2332.56 461.22 2338.92 461.28 2361.35 461.37 2397.5 461.79 2435.71 462.15 2443.4 462.1 2453.49 462.13 2492.91 462.61 2498.05 462.62 2538.92 462.96 2548.8 462.97 2577.59 462.88 2584.16 462.82 2598.94 461.89 2600.8 461.77 2606.46 461.1 2607.91 460.96 2616.24 460 2617.14 459.89 2624.21 459.07 2627.43 459.25 2644.47 459.32 2649.33 459.37 2670.67 459.08 2671.47 459.13 2674.12 459.25 2681.71 459.42 2683.83 459.52 2684.36 459.56 2688.68 460.15 2692.18 460.66 2700.35 460.92 2702.27 461.01 2709.62 461.38 2712.34 461.53 2714.62 461.58 2722.79 461.83 2732.49 461.89 2733.38 461.88 2737.42 461.86 2744.14 461.38 2746.24 461 2748.11 461 2750.37 460.78 2765.28 460.57 2766.86 460.53 2774.29 460.73 2775.49 460.72 2784.98 460.82 2788.57 460.89 2790.51 460.96 2796.99 461.17 2797.87 461.19 2801.06 461.3 2803.44 461.23 2812.68 461.45 2815.75 461.56 2816.38 461.5 2816.74 461.57 2831.87 461.35 2850.66 461.2 2891.78 461.1 2900.06 461.04 2903.57 461 2917.89 460 2918.44 460 2932.05 460.29 2974.98 460.29 2986.55 460.43 3100.13 459.3 3102.16 459.01 3104.39 459 3133.38 459 3138.54 458.97 3156.88 458.94 3185.92 458.53 3209.86 458.68 3213.98 458.69 3217.48 458.65 3224.98 458.7 3231.9 459.22 3233.55 459.19 3234.39 459.24 3241.25 459.15 3245.9 458.59 3255.65 458.45 3258.32 458.42 3259.38 458.43 3262.75 458.37 3271.99 458.54 3272.92 458.55 3276.49 458.51 3278.06 458.54 3281.82 458.49 3297.02 458.85 3299.03 458.9 3301.35 458.99 3303.34 459.01 3315.18 459.35 3324.08 459.52 3324.95 459.52 3325.45 459.49 3350.71 459.66 3358.11 459.33 3362.38 459.12 3369.76 459 3387.27 459 3394.2 460.67 3399.02 461 3400.49 461 3403.46 458.02 3404.68 456.81 3405.87 455.61 3415.26 451 3418.51 451 3426.76 455.99 3428.48 457 3430.15 458 3430.92 458.31 3432.21 459 3438.04 459.73 3442.24 460.46 3445.91 460.87 3449.25 461.26 3452.07 461.56 3455.7 462 3457.49 462.23 3459.24 462.48 3464.81 463.24 3470.03 464 3475.72 464.79 3483.44 466 3489.4 466.64 3492.37 466.93 3499.96 467.7 3501.72 467.89 3502.87 468 3518.49 468 Manning's n Values num= 10 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1293.49 .03 1805.18 .045 1894.96 .06 1961.58 .03 2722.79 .15 2850.66 .03 3350.71 .06 3399.02 .045 3418.51 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1792.84 1897.94 102.97 111.72 116.96 .1 .3 Ineffective Flow num= 4 Sta L Sta R Elev Permanent 0 1267.75 470 F 1267.75 1733.34 455 T 1915.39 2462.32 462 T 2462.32 2733.01 463 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31253 INPUT Description: Station Elevation Data num= 460 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 472.3 .86 472 4.7 470.7 6.74 470 10.37 468.72 12.44 468 13.09 467.79 16.39 466.76 18.34 466.14 18.81 466 29.76 464 30.06 463.98 64.48 462.1 64.83 462.08 65.08 462.06 66.25 462 106.54 462 114.56 462.64 117.15 462.83 132.23 464 133.33 464.09 139.02 464.53 143.06 464.81 143.42 464.8 146.79 465.02 148.92 465.14 179.21 464.96 180.27 464.94 182.92 464.86 184.04 464.83 Page 10 DentonCreekFEMACorrected_effective_2_8_16.rep 193.68 464.55 194.54 464.52 206.61 464.18 207.11 464.17 211.25 464.05 211.43 464.05 213.1 464 228.01 464 246.12 463.74 250.33 463.71 250.92 463.71 315.79 463.44 317.6 463.44 350.75 463.47 401.81 463.48 408.4 463.5 425.86 463.5 428.28 463.49 428.96 463.5 431.05 463.49 459.96 463.5 462.21 463.51 464.58 463.51 466.97 463.52 471.2 463.52 471.91 463.53 480.95 463.53 533.3 464 571.52 464 574.37 464.04 734.18 464 821.05 463.39 822.05 463.38 885.93 463.02 888.57 463.02 906.19 462.96 908.03 462.96 909.15 462.95 911.4 462.94 935.22 462.75 937.16 462.74 942.15 462.7 943.9 462.7 947.08 462.67 991.9 462.75 993.02 462.76 994.39 462.75 995.56 462.77 996.78 462.78 997.99 462.8 1000.3 462.82 1048.41 462 1055.7 462 1071.05 460.65 1074.48 460.38 1075.37 460.34 1079.52 460.01 1079.64 460 1181.35 460 1181.76 460.03 1204.84 462 1258.23 462 1289.35 460 1291.01 459.88 1335.92 458 1371.1 458 1376.15 457.57 1380.84 457.19 1383.67 456.99 1386.6 456.73 1388.24 456.62 1392.15 456.27 1392.69 456.24 1395.43 456 1396.66 455.87 1400.1 455.54 1401.53 455.41 1409.07 454.69 1415.12 454.08 1415.34 454.06 1415.94 454 1428.81 453.04 1432.25 452.77 1433.23 452.7 1433.82 452.66 1437.83 452.35 1438.14 452.32 1438.5 452.3 1442.19 452.01 1442.35 452 1445.98 451.63 1456.07 450.46 1459.81 450 1463.59 446.77 1464.51 446 1466.89 444 1469.6 442.02 1472.82 440 1639.19 440 1639.76 440.27 1640.01 440.38 1640.75 440.76 1641.63 441.16 1641.91 441.3 1644.28 442.72 1649.66 446 1650.05 446.24 1652.42 447.69 1652.86 447.95 1655.74 449.68 1656.27 450 1663.4 450.78 1665.48 450.96 1674.17 451.77 1675.39 451.89 1679.99 452.36 1680.5 452.4 1681.33 452.46 1685.33 452.84 1687.59 453 1690.31 453.23 1694.02 453.51 1700 453.97 1700.34 454 1704.91 454.94 1709.9 456 1714.54 456.56 1715.6 456.67 1718.35 456.98 1720.31 457.16 1721.93 457.33 1723.02 457.43 1726.22 457.71 1731.07 458.12 1731.25 458.13 1735.17 458.38 1735.62 458.39 1738.87 458.54 1739.44 458.55 1740.15 458.58 1742.88 458.66 1743.97 458.72 1746.02 458.77 1747.41 458.86 1748.76 458.89 1750.27 459 1751.16 459.03 1752.47 459.12 1753.11 459.14 1753.72 459.18 1754.64 459.21 1755.25 459.25 1760.59 458.52 1760.97 458.47 1762.43 458 1765.21 457.04 1768.45 456 1774.23 454 1775.09 453.73 1777.69 453.1 1781.38 452.17 1782.47 452 1784.87 451.59 1790.58 450 1793.82 448.99 1796.8 448 1800.64 447.46 1810.38 446 1818.22 444.91 1824.29 444 1836.18 442 1853.6 437.2 1871.02 442 1890.93 443.99 1891.07 444.04 1894.69 446 1895.17 446.38 1897.42 448 1899.54 449.81 1899.76 450 1899.9 450.14 1901.91 452 1902.74 452.81 1904 454 1905.72 455.56 1906.27 456 1907.62 456.74 1910.2 458 1912.04 459.02 1915.53 461 1917.78 460.06 1917.94 460 1920.59 460.23 1928.93 461 1929.99 460.97 1932.47 460.91 1933.85 460.94 1938.93 460.85 1943.84 460.84 1944.73 460.83 1951.52 460.38 1954.94 460.06 1955.16 460.06 1961.19 460.15 1998.04 460.45 2001.05 460.46 2001.58 460.46 2041.73 460.19 2054.3 460.04 2066.61 460.05 2101.62 459.94 2114.92 459.97 2145 459.83 2146.28 459.83 2171.53 460 2172.41 459.99 2175.12 460 2188.71 459.97 2189.81 459.98 2190.08 460 2191.52 459.98 2201.48 460.3 2201.64 460.32 2201.97 460.27 2204.56 460.13 2205.28 460.19 2208.03 460.01 2208.82 460.01 2209.56 459.83 2210.21 459.78 2211.26 459.9 2215.33 460.18 2216.23 460.15 2217.76 460 2219.93 460 2224.01 459.77 2231.57 459.9 2236.33 459.84 2260.11 459.77 2271.61 459.84 2288.8 459.71 2292.19 459.66 2301.62 459.7 2303.02 459.66 2303.23 459.65 2308.76 459.65 2309.22 459.66 2309.4 459.65 2311.28 459.79 2313.89 459.59 2322.5 459.26 2324.84 459.53 2325.62 459.61 2326.23 459.75 2328.38 459.69 2333.99 459.58 2353.03 459.4 2354.33 459.32 2361.7 459.45 2364.78 459.49 2385.5 460 2386.85 460 2400.96 459.68 2403.27 459.64 2406.52 459.64 2409.06 459.71 2414.63 459.69 2418.44 459.51 2421.91 459.67 2423.71 459.61 2424.05 459.6 2429.22 459.54 2432 459.55 2433.23 459.59 2439.31 459.76 2441.52 459.74 2441.94 459.74 2458.89 459.83 2473.82 460 2475.61 460 2492.82 459.47 2493.03 459.47 2493.81 459.46 2495.89 459.46 2518.27 459.25 2528.49 459.08 2537.47 459 2545.69 458.83 2555.89 459.08 2576.54 459.9 2583.2 460.2 2584.31 460.22 2591.38 460.37 2596.68 460.94 2597.18 461 2598.36 461.13 2605.03 461.89 2608.39 462 2609.55 462.56 2611.36 462.1 2625.66 462.53 2635.13 462.73 2636.56 462.79 2639.15 462.82 2639.47 462.83 2639.65 462.83 2649.96 462.88 2653.84 462.92 2654.38 462.92 2655.38 462.94 2661.4 463.05 2661.54 462.92 2665.57 462.34 2667.66 462.06 2667.89 462.03 2668.14 462 2669.58 461.84 2671.62 461.71 2672.83 461.54 2673.58 461.44 2676.34 461.05 2680.36 461.02 2680.83 461 2693.77 460.37 2702.53 460.24 2709.08 460.29 2715.98 460.37 2731.34 460.19 2733.84 460.17 2752.31 460.57 2771.48 460.45 2773.26 460.43 2775.95 460.47 2776.31 460.47 2777.25 460.48 2784.47 460.63 2795.83 460.72 2797.95 460.76 2810.15 460.92 2812.83 460.91 2823.42 461 2826.24 461.01 2827.48 461 2847.73 461 2848.8 460.99 2850.02 461 2856.96 461 2861.46 460.92 2862.87 460.91 2863.87 460.91 2871.12 460.65 2890.89 460 2895.91 460 2928.35 460.21 2950.84 460.13 3044.19 459.39 3045.97 459.36 3055.46 459 3068.94 458.34 3077.27 458 3077.61 458 3090.04 458.06 3114.48 458.07 3129.72 458.04 3132.65 458.05 3139.63 458.05 3159.78 458.52 3179.84 458.8 3182.1 458.75 3189.54 459 3196.46 459.07 3208.65 459.48 3233.69 459.65 3238.16 459.49 3239.17 459.49 3240.64 459.44 3250.22 459 3252.89 458.58 3258.67 458.1 3262.1 458 3297.43 458 3301.33 458.63 3304.32 459 3306.7 459.46 3310.6 460 3312.39 460.2 3319.8 460.88 3320.34 460.88 3325.53 460.91 3326.18 460.69 3327.85 460 3334.39 457 3334.69 456.86 3335.88 456.32 3336.57 456 3336.86 455.87 3340.93 454 3341.11 453.92 3343.11 453 3344.48 452.38 3345.82 451.76 3348.37 451.13 3348.55 451 3349.96 450 3361.5 450 3362.36 450.61 3363.56 451.95 3363.88 452.31 3364.5 453 3365.18 453.76 3365.4 454 3366.29 455 3366.56 455.3 3366.71 455.47 3367.19 456 3367.8 456.68 3368.08 457 3368.98 458 3372.74 459.58 3373.65 460 3385.2 462 3394.76 463.42 3398.99 464 3404.44 464.48 3405.28 464.5 3407.73 464.69 3409.06 464.81 3409.77 464.88 3430.74 466 3436.06 466 Manning's n Values num= 11 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1395.43 .03 1709.9 .06 1768.45 .045 1906.27 .06 1954.94 .03 2611.36 .15 2847.73 .03 3233.69 .06 3319.8 .045 3361.5 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1768.45 1906.27 135.82 147.32 155.83 .1 .3 Ineffective Flow num= 4 Sta L Sta R Elev Permanent 0 1258.23 470 F 1258.23 1755.25 455 T 1915.53 2304.51 462 T 2304.51 2717.49 463 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31105 INPUT Description: Station Elevation Data num= 397 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev Page 11 DentonCreekFEMACorrected_effective_2_8_16.rep 0 470.81 .88 470.73 1.67 470.6 3.74 470.31 5.4 470 6.54 469.71 7.89 469.43 10.23 468.81 14.19 468 15.22 467.82 15.81 467.71 18.58 467.16 21.46 466.57 22.25 466.38 23.94 466 26.1 465.57 27.8 465.28 31.15 464.68 33 464.32 34.9 464 89.21 462 119.65 462 151.38 463.93 151.69 463.95 152.55 464 214.34 464 272.06 463.18 274.92 463.15 276.65 463.15 320.35 462.96 321.56 462.96 358.74 462.99 360.45 463 384.79 462.99 386.59 462.98 387.66 462.99 388.67 462.99 390.16 462.98 423.99 462.99 425.64 462.98 427.24 462.98 428.59 462.99 429.98 462.99 431.23 462.98 448.41 463 449.88 462.99 464.54 463 466.02 463.01 471.44 463.01 474.16 463.02 480.49 463.02 560.07 463.72 561 463.72 563.19 463.75 563.56 463.75 563.93 463.76 565.36 463.76 568.77 463.81 570.35 463.81 582.37 463.96 585.37 464 712.86 464 762.69 463.49 764.74 463.48 765.02 463.47 806.12 463.15 897.17 462.58 926.48 462.4 927.53 462.4 934.49 462.38 935.21 462.37 936.97 462.36 937.84 462.36 975.1 462.05 975.24 462.05 980.67 462 1078.54 462 1083.08 461.34 1085.17 460.98 1090.97 460 1183.99 460 1188.11 460.43 1190.4 460.69 1193.67 461.04 1195.93 461.25 1199.66 461.76 1200.36 461.82 1201.49 462 1274.27 462 1276.55 461.7 1277.66 461.62 1279.65 461.44 1284.3 460.95 1289.77 460.46 1294.46 460 1296.33 459.89 1296.51 459.89 1332.66 458 1352.64 458 1364.88 458.36 1470.03 458.11 1470.21 458.11 1479.97 458 1480.34 457.97 1480.59 457.95 1489.49 457.21 1492.86 456.94 1494.47 456.79 1496.27 456.65 1498.14 456.49 1502.34 456.11 1502.62 456.09 1503.56 456 1509 455.4 1511.3 455.19 1515.32 454.76 1523.65 454 1524.01 453.96 1528.51 453.53 1529.32 453.48 1532.6 453.19 1533.8 453.14 1536.04 452.97 1537.49 452.88 1539.07 452.84 1540.21 452.8 1541.27 452.79 1542.43 452.79 1544.22 452.73 1545.36 452.73 1547.41 452.66 1549.89 452.56 1550.76 452.56 1553.58 452.42 1554.22 452.41 1557.3 452.24 1557.66 452.23 1560.76 452.05 1563.66 451.89 1566.14 451.77 1566.92 451.72 1574.37 451.36 1577.19 451.24 1578.71 451.18 1580.76 451.09 1582.86 450.97 1584.73 450.77 1585.65 450.72 1586.09 450.69 1590.49 450.14 1590.62 450.13 1591.69 450 1594.07 448.49 1594.86 448 1596.73 446.81 1598.07 446 1599.27 445.24 1601.33 444 1601.63 443.81 1602.23 443.46 1603.82 442.55 1604.8 442 1605.34 441.69 1605.5 441.61 1605.63 441.55 1606.75 441.07 1606.99 441.01 1607.24 440.96 1607.88 440.8 1608.3 440.71 1608.76 440.63 1610.18 440.25 1610.36 440.21 1611.04 440 1739.81 440 1741.29 441.38 1741.91 442 1743.17 443.18 1743.98 444 1744.96 444.92 1746.01 446 1747.89 447.94 1748.09 448.15 1749.7 450 1755.86 451.26 1759.57 452 1773.58 454 1773.85 454.03 1774.05 454.06 1788.11 455.78 1790 456 1810.43 456 1812.13 455.76 1824.18 454 1831.68 452.3 1832.94 452 1833.22 451.93 1834.2 451.67 1835.28 451.39 1840.44 450 1843.03 449.35 1848.27 448 1849.01 447.82 1854.99 446.32 1856.23 446 1856.82 445.86 1865.07 437.13 1872.65 445.25 1876.94 446 1888.39 447.91 1888.92 448 1890.17 448.18 1903.45 450 1905.67 450.49 1911 451.56 1912.46 451.87 1913.19 452 1918.5 453.58 1919.8 454 1925.33 456 1930.33 457.73 1931.09 458 1931.83 458.2 1934.93 459.03 1936.32 459.39 1939.19 460 1943.04 460.93 1946.09 461.68 1947.41 462 1950.09 461.32 1950.55 461.42 1950.56 462 1951.65 462 1951.92 461.95 1959.52 461.82 1960.46 461.94 1967.58 462 1971.64 462 1972.67 462.05 1972.8 462.24 1972.97 463 1973.09 463.5 1974.46 463.35 1974.77 463.61 1975.22 463.23 1975.78 463 1977.77 463 1979.07 462.59 1984.44 462.22 1989.67 462.14 1994.05 462.01 1994.44 462 2003.32 461.68 2003.96 461.66 2006.36 461.63 2007.59 461.61 2018.01 461.4 2028.52 461.24 2047.74 461.01 2049.79 461 2051.88 460.93 2053.37 460.86 2056.6 460.88 2062.35 460.89 2066.84 460.88 2082.41 460.63 2097.59 460.48 2157.24 460.1 2202.39 459.89 2211.82 459.77 2228.8 459.66 2264.24 459.29 2355.73 459.13 2367.68 459.08 2419.7 459.66 2440.78 459.64 2463.86 459.37 2476 459.18 2483.44 459 2489.24 458.79 2494.15 458.54 2508.4 458.58 2509.6 458.57 2510.13 458.56 2534.89 458.99 2535.14 459 2535.78 459 2564.12 459.5 2576.2 459.85 2577.13 459.89 2579.41 459.88 2594.35 459.87 2597.37 459.86 2613.09 459.92 2626.66 459.9 2630.83 459.91 2647.61 460 2657.5 460 2658.68 460.01 2666.23 460.02 2671.21 460.01 2717.11 460.03 2719.81 460 2722.72 460 2724.12 459.99 2748.32 459.95 2772.2 459.75 2778.28 459.67 2811.85 459.68 2813.55 459.67 2830.8 459.41 2850.62 459.25 2883.21 459.26 2887.85 459.19 2898.8 458.96 2924.76 458.26 2940.37 457.9 2973.09 457.9 2982.91 457.87 2984.36 457.86 2987.61 458 2988.35 458 2989.12 458.03 3015.51 458.3 3021.42 458.29 3025.01 458.38 3036.15 458.81 3042.04 459 3044.66 459.12 3045.97 459.12 3049.6 459 3050.7 458.95 3051.07 458.95 3079.15 458 3079.25 458 3081.22 457.94 3108.97 457.03 3137.73 456.77 3151.93 456.83 3181.82 456.06 3183.47 456.01 3183.63 456.02 3183.96 456 3184.06 455.93 3186.67 454 3187.79 453.43 3188.65 453.12 3188.81 453.06 3188.98 453 3191.11 452.24 3193.79 451.29 3194.59 451 3197.4 450 3203.47 450 3208.91 450.78 3210.34 451 3212.8 453 3213.16 453.29 3214.11 454 3215.2 454.81 3215.46 455 3215.89 455.32 3216.81 456 3216.99 456.14 3218.15 457 3218.62 457.34 3219.12 457.72 3219.5 458 3223.14 459.33 3224.94 460 3226.45 460 3227.44 459.58 3228.28 459.48 3261.79 460.3 3270.23 461.05 3286.29 461.27 3287.55 461.36 3289.62 461.49 3290.74 461.5 3298.04 462 3300.51 462 3323.82 463.24 3327.3 463.54 3328.81 463.59 3331.67 463.88 3333.05 464 3333.66 464 3346.31 464.96 3349.25 465.16 3351.54 465.34 3353.52 465.47 3355.75 465.64 3356.85 465.71 3359.7 465.92 3359.96 465.93 3360.93 466 3384.41 466 Manning's n Values num= 9 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1523.65 .03 1773.58 .06 1810.43 .045 1925.33 .06 2657.5 .03 3081.22 .06 3137.73 .045 3218.15 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1810.43 1925.33 76.16 84.09 90.35 .1 .3 Ineffective Flow num= 4 Sta L Sta R Elev Permanent 0 1274.27 470 F 1500 1790 455 T 1947.41 2180.65 462 T 2180.65 2755.09 463 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31021 INPUT Description: Station Elevation Data num= 460 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 470 14.42 470 104.82 468.29 106.35 468.27 123.13 468 216.97 468 281.82 466.28 283.04 466.26 287.64 466.16 288.28 466.15 295.07 466 432.16 466 474.34 464.4 476.1 464.37 478.15 464.33 480.45 464.31 490.65 464.16 494.35 464.15 499.38 464 728.22 464 799.78 462.34 804.01 462.28 804.32 462.28 807.52 462.25 808.2 462.24 872.64 463.75 878.3 463.99 878.62 464 915.68 464 941.29 463.49 942.55 463.48 951.35 463.32 993.62 462.72 1024.59 462.6 1034.72 462.61 Page 12 DentonCreekFEMACorrected_effective_2_8_16.rep 1037.38 462.62 1092.28 462.64 1094.29 462.63 1104.48 462.63 1107.29 462.64 1162.87 462.67 1163.94 462.68 1168.61 462.68 1170.54 462.69 1179.28 462.69 1181.19 462.7 1237.22 463.21 1238.59 463.21 1239.89 463.22 1241.48 463.24 1242.66 463.24 1243.84 463.25 1245.19 463.25 1248.35 463.27 1250.86 463.3 1252.2 463.31 1253.21 463.31 1256.7 463.33 1265.72 463.45 1267.09 463.46 1278.24 463.58 1279.49 463.6 1280.64 463.6 1282.16 463.62 1284.51 463.63 1323.89 463.97 1325.37 463.99 1326.61 463.99 1327.92 464 1335.18 464 1338.19 463.99 1407.39 463.98 1409.1 463.96 1412.16 463.95 1416.3 463.91 1416.61 463.9 1417.8 463.9 1423.34 463.84 1423.96 463.83 1482.04 463.24 1483.7 463.23 1484.1 463.22 1621.52 462.33 1622.35 462.33 1623.08 462.32 1639.52 462.23 1640.09 462.23 1643.96 462.21 1646.74 462.2 1671.64 462 1785.99 462 1786.73 461.87 1792.09 460.94 1794.32 460.56 1797.96 460 1866.68 460 1868.78 460.19 1869.52 460.25 1873.75 460.61 1878.29 460.97 1879.27 461.04 1879.89 461.1 1882.22 461.31 1884.08 461.45 1887.2 461.74 1887.88 461.79 1890.09 462 1958.63 462 1975.69 460 1978.28 460 1986.91 459.59 1989.48 459.51 1989.89 459.5 1992.57 459.41 1997.96 459.26 2000.39 459.2 2001.29 459.2 2003.31 459.15 2004.69 459.16 2006.16 459.11 2026.88 458 2047.5 458 2076.41 458.86 2146.83 458.78 2157.47 458.68 2191.17 458.25 2196.23 458.24 2196.87 458.24 2197.66 458.24 2201.21 458.2 2201.54 458.19 2202.44 458.19 2203.5 458.2 2204.57 458.2 2209.17 458.17 2228.13 458.17 2228.54 458.18 2233.41 458.18 2235.72 458.19 2236.61 458.19 2241.86 458.21 2242.25 458.21 2256.35 458.23 2256.86 458.24 2268.29 458.23 2289.77 458.04 2291.88 458 2293.84 457.8 2294.36 457.76 2296.71 457.53 2297.48 457.45 2298.78 457.36 2299.15 457.32 2299.89 457.26 2301.49 457.11 2304.15 456.93 2306.3 456.74 2310.35 456.49 2311.76 456.38 2317.18 456.09 2319.13 456 2321.42 455.85 2321.65 455.84 2324.86 455.64 2325.37 455.6 2327.33 455.48 2328.04 455.41 2329.28 455.33 2330.26 455.23 2331.19 455.15 2332.73 455 2333.6 454.92 2334.55 454.82 2337.07 454.58 2337.94 454.49 2341.45 454.18 2341.81 454.14 2343.75 454 2345.17 453.92 2347.6 453.83 2347.85 453.83 2350.01 453.79 2352.27 453.77 2355.23 453.76 2355.9 453.75 2358.66 453.73 2359.24 453.71 2361.82 453.7 2362.1 453.69 2368.71 453.66 2372.55 453.66 2375.72 453.65 2378.49 453.62 2378.98 453.62 2381.74 453.57 2382.25 453.57 2385.4 453.51 2386.15 453.51 2388.4 453.46 2390.21 453.43 2391.16 453.44 2392.83 453.44 2394.66 453.47 2395.6 453.48 2400.47 453.64 2401.12 453.65 2403.84 453.75 2404.26 453.77 2406.85 453.86 2407.06 453.87 2409.83 453.96 2413.24 454.04 2417.34 454.13 2417.61 454.13 2421.57 454.21 2422.15 454.21 2422.49 454.23 2425.68 454.29 2426.09 454.32 2427.85 454.35 2428.79 454.44 2429.53 454.46 2430.09 454.49 2432.07 454.68 2433.17 454.79 2435.18 455 2439.03 455.35 2440.91 455.54 2444.68 455.88 2445.91 456 2450.34 456.13 2450.68 456.13 2454.04 456.23 2454.23 456.23 2460.37 456.42 2460.72 456.41 2462.66 456.47 2466.57 456.57 2469.8 456.64 2470.46 456.63 2472.5 456.67 2525.19 456.29 2530.54 456.17 2536.37 456 2537.71 456 2540.6 455.54 2543.03 455.11 2545.72 454.64 2549.27 454 2555.77 452.25 2556.74 452 2560.5 450.73 2562.53 450 2566.54 448.67 2568.42 448 2573.12 446.97 2577.87 446 2590.2 444.05 2590.51 444 2594.82 437.09 2600.42 444 2605 444.86 2607.97 445.47 2609.33 445.73 2610.55 446 2614.52 446.36 2615.99 446.46 2621.04 446.88 2624.1 447.04 2627.36 447.29 2630.97 447.45 2638.91 448 2640.38 448 2645.04 449.83 2645.42 450 2648.28 451.84 2648.78 452.17 2651.49 454 2653.02 455.13 2654.23 456 2656.54 457.71 2656.98 458 2658.53 458.37 2660.76 458.69 2664.22 459.27 2670.91 460.75 2671.52 460.89 2676.87 460.01 2682.94 459.01 2690.56 458.9 2693.77 458.84 2696.39 459 2697.05 459 2697.51 459.06 2701.69 459.56 2702.09 459.6 2715.75 461.72 2719.99 461.66 2734.21 461.34 2739.85 461.3 2743.16 461.22 2781.26 460.03 2781.91 460 2782.63 459.95 2786.05 459.84 2786.41 459.85 2816.48 459.92 2843.01 459.65 2860.29 459.55 2895.27 459.48 2944.22 458.94 2945.24 458.92 2970.46 458.76 2971.12 458.72 2979.32 458.64 2980.45 458.71 2984.06 458.72 3012.71 458.85 3051.92 458.88 3089.14 458.55 3101.49 458.4 3102.07 458.37 3102.69 458.36 3103.42 458.37 3105.14 458.37 3106.15 458.38 3107.12 458.38 3110.3 458.42 3144.52 458.68 3147.13 458.71 3149.3 458.78 3162.94 459.13 3166.32 459.14 3168.25 459.09 3171.83 459.14 3181.69 459.2 3186.59 459.19 3193.88 459.12 3194.65 459.13 3197.2 459.12 3200.02 459.06 3203.61 459.05 3206.36 459.07 3220.09 459.28 3230.48 459.25 3233.47 459.2 3256.07 459.3 3264.42 459.24 3280.76 459.32 3295.31 459.31 3296.14 459.28 3348.57 459.05 3459.4 458.82 3463.72 458.66 3502.72 458.62 3508.07 458.68 3514.5 458.67 3532.88 458.55 3579.13 458.43 3603 458.49 3636.59 458.39 3641 458.44 3660.97 458 3661.15 458 3676.78 457.55 3685.44 457.26 3694.16 457.16 3696.96 457.12 3705.37 456.92 3719.84 456.98 3730.87 456.97 3733.19 457 3735 457 3747.84 457.18 3761.7 457.47 3767.5 457.54 3788.17 457 3801.38 457 3803.64 456.58 3805.19 456.33 3807.06 456 3807.78 455.52 3809.01 454.59 3809.78 454 3811.1 453 3811.98 452.34 3812.46 452 3814.19 451.11 3814.66 450.86 3816.93 449.69 3818.26 449 3826.23 449 3826.58 449.56 3827.43 450.87 3828.15 452 3828.89 453.15 3829.42 454 3830.4 456 3832.3 456.61 3832.87 457 3834.93 457.15 3835.73 457.22 3838.27 457.46 3842.45 457.81 3844.04 458 3847.37 458.22 3848.99 458.3 3855.31 458.72 3858.49 458.87 3870.6 459.41 3871.53 459.4 3874.19 459.55 3874.77 459.55 3876.98 459.67 3877.38 459.67 3879.6 459.78 3879.9 459.79 3883.13 459.96 3883.85 460 3888.9 460.26 3890.02 460.33 3895.62 460.64 3898.29 460.81 3901.95 461.03 3905.32 461.27 3909.45 461.58 3910.58 461.65 3914.72 462 3915.14 462.01 3979.52 462.63 3981.3 462.64 3981.55 462.65 4000.42 462.75 4000.68 462.76 4003.03 462.76 4004.54 462.77 4005.69 462.77 4006.41 462.78 4008.63 462.78 4012.46 462.8 4078.26 464 4138.64 464 4168.25 464.66 4169.67 464.67 4171.07 464.69 4173.23 464.71 4174 464.71 4176.47 464.74 4178.92 464.79 4179.58 464.79 4182.26 464.84 4183.04 464.84 4185.48 464.89 4186.5 464.89 4187.77 464.88 4189.79 464.93 4191.21 464.92 4289.51 466 4313.02 466 4339.3 467.86 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 2543.03 .045 2653.02 .06 3348.57 .03 3788.17 .045 3847.37 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2543.03 2653.02 95.33 103.12 107.47 .1 .3 Ineffective Flow num= 4 Sta L Sta R Elev Permanent 0 1958.63 470 F 2296.08 2472.51 455 T 2671.53 2810.78 462 T 2810.78 3490.12 463 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 30918 INPUT Description: Station Elevation Data num= 452 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 470 1.68 470 12.64 469.83 13.41 469.81 21.53 469.67 23.38 469.65 115.92 468 203.6 468 213.68 467.73 214.28 467.72 Page 13 DentonCreekFEMACorrected_effective_2_8_16.rep 226.31 467.44 228.16 467.41 232.92 467.29 236.95 467.22 285.35 466 392.17 466 405.08 465.51 408.72 465.45 411.7 465.39 419.41 465.26 420.42 465.25 458.64 464.69 463.74 464.66 465.6 464.64 487.56 464 724.27 464 765.83 463.04 768.27 463 769.35 463 772.31 462.97 773.84 462.94 818.7 464 821.07 464 868.12 463.59 872.78 463.61 877.71 463.61 878.26 463.62 908.5 463.59 915.41 463.55 955.27 462.97 957.61 462.93 959.64 462.91 964.41 462.83 972.26 462.73 981.7 462.54 985.34 462.51 988.9 462.45 1003.73 462.24 1007.26 462.24 1016.24 462.2 1043.18 462.23 1045.93 462.24 1083.38 462.23 1086 462.22 1150.15 462.25 1150.48 462.26 1168.66 462.27 1190.47 462.47 1198.53 462.5 1209.75 462.55 1210.82 462.56 1222.82 462.62 1226.99 462.67 1230.25 462.69 1239.92 462.8 1242.8 462.82 1260.28 462.97 1264.49 463.03 1266.03 463.03 1268.14 463.08 1341.14 463.62 1343.21 463.61 1348.56 463.6 1403.08 463.59 1404.03 463.58 1410.99 463.56 1447.46 463.27 1449.73 463.26 1452.42 463.23 1454.96 463.22 1457.89 463.19 1461.49 463.17 1507.13 462.72 1507.8 462.72 1619.31 462 1936.83 462 1940.69 461.5 1943.59 461.07 1946.93 460.61 1950.95 460 1952.86 459.89 1967.13 459.05 1972.78 458.74 1980.26 458.2 1981.2 458.15 1983.2 458 2031.72 458 2034.68 458.19 2035.05 458.19 2038.41 458.42 2038.92 458.41 2040.69 458.54 2045.96 458.52 2083.56 459.66 2103.63 459.66 2110.63 459.63 2120.35 459.52 2149.29 459.51 2151.1 459.52 2155.37 459.52 2158.75 459.5 2176.02 459.53 2178.33 459.55 2182.46 459.57 2184.28 459.57 2187.3 459.55 2188.61 459.56 2229.25 459.63 2234.67 459.68 2239.89 459.72 2248.31 459.8 2251.11 459.82 2254.71 459.86 2255.83 459.86 2260.64 459.9 2262.3 459.88 2266.45 459.89 2266.77 459.88 2271.19 459.85 2292.68 459.66 2303.93 459.68 2311.69 459.73 2313.93 459.71 2315.64 459.72 2319.36 459.69 2338.84 459.79 2342.97 459.89 2348.44 460 2352.15 460.15 2352.35 460.14 2355.85 460.23 2356.14 460.22 2358.88 460.26 2362.71 460.27 2367.62 460.23 2370.5 460.23 2373.15 460.27 2373.87 460.26 2377 460.31 2377.67 460.3 2381.11 460.35 2381.88 460.35 2386.54 460.4 2393.18 460.44 2395.56 460.46 2398.45 460.45 2401.04 460.47 2401.74 460.51 2402.43 460.5 2404.91 460.63 2405.79 460.62 2407.88 460.7 2409.98 460.71 2412.44 460.78 2418.08 460.89 2424 460.93 2427.86 460.93 2431.35 460.92 2432.8 460.94 2433.9 460.93 2435.4 460.95 2440.81 460.99 2442.03 461.01 2446.87 461.04 2448.6 461.03 2450.39 461.05 2453.93 461.06 2455.36 461.05 2457.06 461.07 2458.21 461.06 2462.21 460.9 2463.86 460.91 2465.51 460.8 2466.36 460.81 2468.83 460.66 2470.05 460.64 2473.5 460.43 2474.23 460.42 2478.72 460.13 2479.24 460.12 2484.49 459.75 2485.04 459.68 2489.14 459.38 2490.27 459.25 2492.63 459.07 2494.67 458.82 2495.71 458.73 2501.08 458 2533.08 454 2551.08 454 2581.08 444 2594.49 444 2608.49 437 2638.49 437 2652.49 444 2663.49 444 2683.49 454 2692.49 454 2701.09 456 2704.78 457.29 2706.16 457.56 2706.84 457.73 2708.19 458 2713.54 459 2714.53 459.17 2718.06 459.88 2728.98 461.26 2729.9 461.42 2741.89 461.32 2744.34 461.23 2751.76 461.01 2757.73 460.82 2765.37 460.54 2774.92 460.49 2776.21 460.23 2780.03 460.11 2782.47 460.08 2783.65 460.05 2787.45 459.98 2791.56 459.84 2797.29 459.7 2797.98 459.67 2817.48 459.28 2819.3 459.3 2827.15 459.06 2835.5 458.92 2839.4 459.04 2849.18 458.91 2854.02 459 2854.38 459 2870.45 458.86 2879.5 458.83 2881.71 458.83 2887.64 458.85 2890.91 458.91 2892.32 458.92 2894.48 458.91 2895.5 458.93 2898.72 458.92 2904.26 458.94 2907.04 459 2914.88 459.33 2919.5 459.29 2925.18 459.38 2937.41 459.44 2938.71 459.45 2959.15 459.53 2973.48 459.81 2979.52 459.85 2991.51 459.49 2994.04 459.48 2999.6 459.39 3006.37 459.5 3015.74 459.24 3021.58 459.14 3029.29 459.14 3031.97 459.17 3034.65 459.22 3036.37 459.35 3046.57 460 3049.04 459.89 3049.79 459.88 3053.95 459.92 3062.23 460.23 3083.34 460.1 3086.62 460.07 3092.09 460 3092.22 459.98 3094.52 459.29 3096.95 459.26 3098.49 459 3108.43 458.53 3110.29 458.37 3119.77 458.17 3129.9 458.17 3133.17 458.07 3135.09 458.07 3151.8 458.14 3152.72 458.17 3166.44 458.29 3247.34 457.87 3254.52 458 3291.33 457.45 3294.36 457.51 3298.45 457.51 3303.1 457.32 3323.71 457.15 3347.44 457.06 3348.99 457.14 3357.13 457 3395.13 456.76 3420.44 456.77 3424.69 456.75 3431.47 456.77 3437.71 456.76 3441.79 456.78 3451.69 456.69 3453.36 456.61 3464.9 456.28 3468.17 456.49 3470.29 456.55 3473.22 456.32 3474.85 456.33 3478.99 456.03 3485.95 456.79 3487.1 456.9 3487.59 456.85 3489.22 456.94 3499.95 456.13 3501.02 456 3510.94 455.94 3519.89 455.95 3524.68 455.87 3526.29 455.8 3531.49 455.64 3541.01 455.74 3548.06 455.76 3550.8 455.79 3554 455.77 3559.46 455.84 3571.46 455.84 3573.98 455.98 3577.08 456.08 3580.45 456.33 3583.67 455.67 3588.35 454.76 3592.57 454 3600.41 449 3630.41 449 3635.66 453 3636.93 454 3638.27 455 3640.92 456 3645.81 456.89 3647.23 457.03 3651.79 457.77 3656 458.19 3656.6 458.21 3659.71 458.26 3665.98 459.04 3671.23 459.09 3675.18 459.18 3677.47 459.26 3685.02 459.55 3687.17 459.76 3691.51 459.85 3696.6 459.93 3700.76 459.96 3706.4 459.99 3710.18 459.99 3711.71 459.98 3714.01 459.99 3717.25 459.99 3721.08 460.02 3725.2 460.07 3728.79 460.14 3732.89 460.24 3736.05 460.34 3738.39 460.44 3739.92 460.46 3742.21 460.58 3743.54 460.6 3745.87 460.75 3753.37 461.13 3760.34 461.63 3761.66 461.71 3765.49 462 3771.95 462.52 3773.19 462.61 3781.12 463.23 3786.78 463.61 3788.28 463.73 3792.98 464 3913.75 464 4007.76 462.83 4042.23 462.66 4042.96 462.66 4061.39 462.61 4063.87 462.61 4072.65 462.53 4074.7 462.52 4117.32 462.72 4118.98 462.72 4120.41 462.75 4122.29 462.75 4123.87 462.78 4141.97 462.75 4143.69 462.74 4144.73 462.76 4148.38 462.75 4150.32 462.77 4157.14 462.79 4161.75 462.79 4162.48 462.8 4178.17 462.79 4182.65 462.76 4184.33 462.74 4188.38 462.73 4192.83 462.69 4194.03 462.69 4200.77 462.65 4202.7 462.66 4210.81 462.65 4214.73 462.64 4215.85 462.62 4217.77 462.62 4253.67 462.81 4255.9 462.88 4259.58 462.89 4262.62 462.97 4267.8 463.02 4271.58 463.11 4273.07 463.13 4279.81 463.17 4283.55 463.27 4285.01 463.28 4288.6 463.37 4288.98 463.37 4303.25 463.71 4310.06 463.88 4314.69 464 4326.06 464.35 4331.9 464.54 4335.87 464.66 4337.93 464.74 4341.7 464.86 4344.06 464.96 4347.12 465.04 4349.21 465.14 4353.17 465.22 4354.68 465.3 4356.82 465.33 4357.96 465.39 4358.73 465.4 4359.78 465.46 4360.6 465.46 4361.57 465.51 4366.86 465.63 4372.5 465.78 4377.46 465.92 4379.87 466 4418.95 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 2457.06 .045 2741.89 .03 3580.45 .045 3651.79 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2551.08 2683.49 265.57 251.19 249.25 .3 .5 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 1874.49 2423.27 463 T 2729.29 3523.61 463 T 3704.48 3824.49 463 T BRIDGE RIVER: DentonCreek REACH: Reach1 RS: 30805 INPUT Description: Distance from Upstream XS = 50 Deck/Roadway Width = 126 Page 14 DentonCreekFEMACorrected_effective_2_8_16.rep Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 343 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1874.49 463 2231.84 464 2232.71 464 2232.92 464 2233.12 464 2234.75 464 2235.4 464 2237.03 464 2238.23 464 2239.94 464 2241.51 464 2243.31 464 2244.76 464 2246.83 464 2248.33 464 2249.56 464 2251.68 464 2252.98 464 2254.21 464 2255.43 464 2257.52 464 2258.79 464 2260.46 464 2261.59 464 2262.86 464 2263.76 464 2264.76 464 2265.57 464 2266.49 464 2267.3 464 2268.46 464 2269.37 464 2271.01 464 2272.16 464 2274.11 464 2275.56 464 2277.02 464 2279.21 464 2280.62 464 2282.67 464 2283.89 464 2284.85 464 2286.62 464 2374.68 465.75 2448.11 467.16 2504.49 467.44 2524.49 467.54 463 2603.08 467.93 463 2652.2 467.93 463 2654.65 468.01 463 2687.49 467.98 463 2707.49 467.97 463 2729.16 467.95 2729.18 467.95 2730.17 467.95 2748.83 467.66 2748.85 467.66 2748.86 467.66 2749.21 467.66 2755.66 467.59 2758.85 467.97 2759.11 467.97 2765.63 467.97 2765.78 467.97 2765.9 467.97 2772.34 467.74 2778.1 467.86 2782.06 467.82 2783.39 467.81 2783.47 467.81 2783.93 467.4 2792.31 467.45 2800.94 467.59 2802.89 467.56 2806.09 467.47 2808.53 467.14 2810 467.2 2812.97 467 2827.56 467.12 2831.21 467.15 2832.05 467.03 2833.64 467.03 2838.78 467.02 2838.79 467.02 2839.95 467 2845.84 467 2848.43 467 2848.79 466.99 2849.35 466.99 2854.33 466.89 2857.55 466.85 2873.23 466.41 2873.48 466.63 2876.12 466.61 2880.8 466.55 2885.68 466.32 2891.06 466.1 2893.3 466.07 2897.19 466.01 2897.34 466.03 2897.59 466 2897.77 465.98 2898.73 465.93 2899.13 465.92 2899.15 465.92 2899.21 465.92 2915.97 465.89 2916.03 465.89 2916.28 465.88 2916.64 465.87 2917.03 465.86 2928.37 465.77 2930.55 465.71 2933.67 465.42 2934.54 465.4 2936.4 465.35 2937.82 465.33 2940.11 465.3 2944.33 465.28 2954.09 465 2969.17 464.69 2980.85 464.44 2983.32 464.64 2985.15 464.63 3003.41 464 3005.84 463.96 3005.98 463.95 3006.67 463.94 3018.28 463.72 3025.18 463.57 3030.1 463.47 3038.92 463.3 3042.1 463.22 3052.39 463.07 3053.78 463 3056.83 463 3065.92 463 3131.1 463 3131.33 463 3131.44 463 3134.85 463.02 3136.95 463.03 3137.92 463.03 3144.31 463.06 3147.29 463.06 3148.07 463.07 3149.76 463.08 3154.46 463.1 3161.7 463.25 3170.83 463.34 3170.89 463.34 3178.04 463.4 3178.08 463.4 3178.09 463.4 3178.74 463.4 3180.82 463.42 3186.22 463.42 3187.49 463.26 3198.59 463.32 3201.72 463.52 3209.29 463.52 3213.18 463.55 3218.29 463.55 3220.61 463.76 3223.01 463.76 3228.11 463.67 3230.61 463.77 3237.6 463.86 3242.9 463.67 3247.84 463.67 3250.4 463.67 3261.07 463.68 3270.14 463.8 3271.66 463.81 3283.57 463.92 3284.82 464 3288.19 464 3290.77 464 3299.82 464.1 3307.73 464.46 3316.23 464.54 3318.57 464.59 3320.59 464.61 3326.63 464.38 3339.28 464.46 3347.71 464.72 3352.15 464.73 3366.88 464.74 3370.66 464.78 3377 465 3379.94 465 3381.03 465 3382.56 465 3383.47 465 3384.22 464.91 3392.91 465 3404.34 465.25 3414.41 465.47 3414.73 465.23 3422.3 465.3 3423.06 465.63 3427.35 465.71 3459.26 465.7 3459.66 465.71 3460.06 465.71 3463.94 465.83 3469.07 465.81 3473.27 465.87 3476.77 465.88 3486.59 465.95 3492 466 3494.79 466.02 3494.99 466.14 3497.07 466.13 3498.87 466.15 3516.34 466.51 3525.69 466.26 3527.99 466.28 3543.99 466.25 3546.15 466.25 3546.22 466.25 3558.66 466.83 3559.09 466.44 3559.75 466.45 3562.87 466.45 3563.24 466.86 3567.57 466.74 3573.61 466.74 463 3581.33 466.58 463 3581.36 466.74 463 3581.38 466.83 463 3582.3 466.87 463 3584.34 466.91 463 3585.11 466.91 463 3585.8 466.9 463 3609.02 466 463 3610.84 466 463 3654.48 466 463 3656.66 466 3657.28 466 3659.55 466 3660.2 466 3660.86 466 3663.27 466 3663.84 466 3666.28 466 3666.71 466 3673.33 466 3673.63 466 3673.92 466 3674.28 466 3677.02 466 3677.42 466 3677.89 466 3681.36 466 3681.82 466 3682.34 466 3685.98 466 3686.39 466 3689.61 466 3691.9 466 3692.13 466 3693.91 466 3696.11 466 3696.18 466 3697.77 466 3699.61 465.97 3703.66 465.89 3703.87 465.89 3707.78 465.83 3711.01 465.79 3711.41 465.79 3714.2 465.76 3714.58 465.76 3717.09 465.73 3718.04 465.73 3718.3 465.73 3720.75 465.71 3721.11 465.71 3723.48 465.68 3723.97 465.68 3726.26 465.64 3726.83 465.64 3727.36 465.64 3727.79 465.64 3730.07 465.6 3730.51 465.6 3731 465.6 3731.61 465.6 3733.51 465.56 3734.29 465.56 3735.09 465.56 3736.19 465.52 3736.99 465.53 3737.66 465.54 3814.34 464 3816.23 464 3817.74 464 3853.37 464 3854.11 464 3854.9 464 3856.41 464 3858.5 464 3859.31 464 3861.48 464 3862.24 464 3864.1 464 3864.69 464 3865.3 464 3866.09 464 3867.2 464 3868.77 464 3870.12 464 3871.75 464 3873.63 464 3875.32 464 3877.18 464 3878.81 464 3880.97 464 3881.97 464 3882.5 464 3884.77 464 3885.11 464 3886.98 464 Page 15 DentonCreekFEMACorrected_effective_2_8_16.rep 3887.41 464 3888.1 464 3891.09 464 3892.14 464 3893.27 464 3894.85 464 3896.59 464 3898.65 464 3900.78 464 3903.22 464 3905.48 464 3908.14 464 3910.2 464 3912.74 464 3913.9 464 3915.23 464 3917.31 463.97 3917.36 463.97 3921.31 463.92 Upstream Bridge Cross Section Data Station Elevation Data num= 452 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 470 1.68 470 12.64 469.83 13.41 469.81 21.53 469.67 23.38 469.65 115.92 468 203.6 468 213.68 467.73 214.28 467.72 226.31 467.44 228.16 467.41 232.92 467.29 236.95 467.22 285.35 466 392.17 466 405.08 465.51 408.72 465.45 411.7 465.39 419.41 465.26 420.42 465.25 458.64 464.69 463.74 464.66 465.6 464.64 487.56 464 724.27 464 765.83 463.04 768.27 463 769.35 463 772.31 462.97 773.84 462.94 818.7 464 821.07 464 868.12 463.59 872.78 463.61 877.71 463.61 878.26 463.62 908.5 463.59 915.41 463.55 955.27 462.97 957.61 462.93 959.64 462.91 964.41 462.83 972.26 462.73 981.7 462.54 985.34 462.51 988.9 462.45 1003.73 462.24 1007.26 462.24 1016.24 462.2 1043.18 462.23 1045.93 462.24 1083.38 462.23 1086 462.22 1150.15 462.25 1150.48 462.26 1168.66 462.27 1190.47 462.47 1198.53 462.5 1209.75 462.55 1210.82 462.56 1222.82 462.62 1226.99 462.67 1230.25 462.69 1239.92 462.8 1242.8 462.82 1260.28 462.97 1264.49 463.03 1266.03 463.03 1268.14 463.08 1341.14 463.62 1343.21 463.61 1348.56 463.6 1403.08 463.59 1404.03 463.58 1410.99 463.56 1447.46 463.27 1449.73 463.26 1452.42 463.23 1454.96 463.22 1457.89 463.19 1461.49 463.17 1507.13 462.72 1507.8 462.72 1619.31 462 1936.83 462 1940.69 461.5 1943.59 461.07 1946.93 460.61 1950.95 460 1952.86 459.89 1967.13 459.05 1972.78 458.74 1980.26 458.2 1981.2 458.15 1983.2 458 2031.72 458 2034.68 458.19 2035.05 458.19 2038.41 458.42 2038.92 458.41 2040.69 458.54 2045.96 458.52 2083.56 459.66 2103.63 459.66 2110.63 459.63 2120.35 459.52 2149.29 459.51 2151.1 459.52 2155.37 459.52 2158.75 459.5 2176.02 459.53 2178.33 459.55 2182.46 459.57 2184.28 459.57 2187.3 459.55 2188.61 459.56 2229.25 459.63 2234.67 459.68 2239.89 459.72 2248.31 459.8 2251.11 459.82 2254.71 459.86 2255.83 459.86 2260.64 459.9 2262.3 459.88 2266.45 459.89 2266.77 459.88 2271.19 459.85 2292.68 459.66 2303.93 459.68 2311.69 459.73 2313.93 459.71 2315.64 459.72 2319.36 459.69 2338.84 459.79 2342.97 459.89 2348.44 460 2352.15 460.15 2352.35 460.14 2355.85 460.23 2356.14 460.22 2358.88 460.26 2362.71 460.27 2367.62 460.23 2370.5 460.23 2373.15 460.27 2373.87 460.26 2377 460.31 2377.67 460.3 2381.11 460.35 2381.88 460.35 2386.54 460.4 2393.18 460.44 2395.56 460.46 2398.45 460.45 2401.04 460.47 2401.74 460.51 2402.43 460.5 2404.91 460.63 2405.79 460.62 2407.88 460.7 2409.98 460.71 2412.44 460.78 2418.08 460.89 2424 460.93 2427.86 460.93 2431.35 460.92 2432.8 460.94 2433.9 460.93 2435.4 460.95 2440.81 460.99 2442.03 461.01 2446.87 461.04 2448.6 461.03 2450.39 461.05 2453.93 461.06 2455.36 461.05 2457.06 461.07 2458.21 461.06 2462.21 460.9 2463.86 460.91 2465.51 460.8 2466.36 460.81 2468.83 460.66 2470.05 460.64 2473.5 460.43 2474.23 460.42 2478.72 460.13 2479.24 460.12 2484.49 459.75 2485.04 459.68 2489.14 459.38 2490.27 459.25 2492.63 459.07 2494.67 458.82 2495.71 458.73 2501.08 458 2533.08 454 2551.08 454 2581.08 444 2594.49 444 2608.49 437 2638.49 437 2652.49 444 2663.49 444 2683.49 454 2692.49 454 2701.09 456 2704.78 457.29 2706.16 457.56 2706.84 457.73 2708.19 458 2713.54 459 2714.53 459.17 2718.06 459.88 2728.98 461.26 2729.9 461.42 2741.89 461.32 2744.34 461.23 2751.76 461.01 2757.73 460.82 2765.37 460.54 2774.92 460.49 2776.21 460.23 2780.03 460.11 2782.47 460.08 2783.65 460.05 2787.45 459.98 2791.56 459.84 2797.29 459.7 2797.98 459.67 2817.48 459.28 2819.3 459.3 2827.15 459.06 2835.5 458.92 2839.4 459.04 2849.18 458.91 2854.02 459 2854.38 459 2870.45 458.86 2879.5 458.83 2881.71 458.83 2887.64 458.85 2890.91 458.91 2892.32 458.92 2894.48 458.91 2895.5 458.93 2898.72 458.92 2904.26 458.94 2907.04 459 2914.88 459.33 2919.5 459.29 2925.18 459.38 2937.41 459.44 2938.71 459.45 2959.15 459.53 2973.48 459.81 2979.52 459.85 2991.51 459.49 2994.04 459.48 2999.6 459.39 3006.37 459.5 3015.74 459.24 3021.58 459.14 3029.29 459.14 3031.97 459.17 3034.65 459.22 3036.37 459.35 3046.57 460 3049.04 459.89 3049.79 459.88 3053.95 459.92 3062.23 460.23 3083.34 460.1 3086.62 460.07 3092.09 460 3092.22 459.98 3094.52 459.29 3096.95 459.26 3098.49 459 3108.43 458.53 3110.29 458.37 3119.77 458.17 3129.9 458.17 3133.17 458.07 3135.09 458.07 3151.8 458.14 3152.72 458.17 3166.44 458.29 3247.34 457.87 3254.52 458 3291.33 457.45 3294.36 457.51 3298.45 457.51 3303.1 457.32 3323.71 457.15 3347.44 457.06 3348.99 457.14 3357.13 457 3395.13 456.76 3420.44 456.77 3424.69 456.75 3431.47 456.77 3437.71 456.76 3441.79 456.78 3451.69 456.69 3453.36 456.61 3464.9 456.28 3468.17 456.49 3470.29 456.55 3473.22 456.32 3474.85 456.33 3478.99 456.03 3485.95 456.79 3487.1 456.9 3487.59 456.85 3489.22 456.94 3499.95 456.13 3501.02 456 3510.94 455.94 3519.89 455.95 3524.68 455.87 3526.29 455.8 3531.49 455.64 3541.01 455.74 3548.06 455.76 3550.8 455.79 3554 455.77 3559.46 455.84 3571.46 455.84 3573.98 455.98 3577.08 456.08 3580.45 456.33 3583.67 455.67 3588.35 454.76 3592.57 454 3600.41 449 3630.41 449 3635.66 453 3636.93 454 3638.27 455 3640.92 456 3645.81 456.89 3647.23 457.03 3651.79 457.77 3656 458.19 3656.6 458.21 3659.71 458.26 3665.98 459.04 3671.23 459.09 3675.18 459.18 3677.47 459.26 3685.02 459.55 3687.17 459.76 3691.51 459.85 3696.6 459.93 3700.76 459.96 3706.4 459.99 3710.18 459.99 3711.71 459.98 3714.01 459.99 3717.25 459.99 3721.08 460.02 3725.2 460.07 3728.79 460.14 3732.89 460.24 3736.05 460.34 3738.39 460.44 3739.92 460.46 3742.21 460.58 3743.54 460.6 3745.87 460.75 3753.37 461.13 3760.34 461.63 3761.66 461.71 3765.49 462 3771.95 462.52 3773.19 462.61 3781.12 463.23 3786.78 463.61 3788.28 463.73 3792.98 464 3913.75 464 4007.76 462.83 4042.23 462.66 4042.96 462.66 4061.39 462.61 4063.87 462.61 4072.65 462.53 4074.7 462.52 4117.32 462.72 4118.98 462.72 4120.41 462.75 4122.29 462.75 4123.87 462.78 4141.97 462.75 4143.69 462.74 4144.73 462.76 4148.38 462.75 4150.32 462.77 4157.14 462.79 4161.75 462.79 4162.48 462.8 4178.17 462.79 4182.65 462.76 4184.33 462.74 4188.38 462.73 4192.83 462.69 4194.03 462.69 4200.77 462.65 4202.7 462.66 4210.81 462.65 4214.73 462.64 4215.85 462.62 4217.77 462.62 4253.67 462.81 4255.9 462.88 4259.58 462.89 4262.62 462.97 4267.8 463.02 4271.58 463.11 4273.07 463.13 4279.81 463.17 4283.55 463.27 4285.01 463.28 4288.6 463.37 4288.98 463.37 4303.25 463.71 4310.06 463.88 4314.69 464 4326.06 464.35 4331.9 464.54 4335.87 464.66 4337.93 464.74 4341.7 464.86 4344.06 464.96 4347.12 465.04 4349.21 465.14 4353.17 465.22 4354.68 465.3 4356.82 465.33 4357.96 465.39 4358.73 465.4 4359.78 465.46 4360.6 465.46 4361.57 465.51 4366.86 465.63 4372.5 465.78 4377.46 465.92 4379.87 466 4418.95 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 2457.06 .045 2741.89 .03 3580.45 .045 3651.79 .06 Bank Sta: Left Right Coeff Contr. Expan. 2551.08 2683.49 .3 .5 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 1874.49 2423.27 463 T Page 16 DentonCreekFEMACorrected_effective_2_8_16.rep 2729.29 3523.61 463 T 3704.48 3824.49 463 T Downstream Deck/Roadway Coordinates num= 359 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1837.66 463 0 2195.01 464 0 2195.88 464 0 2196.09 464 0 2196.29 464 0 2197.92 464 0 2198.57 464 0 2200.2 464 0 2201.4 464 0 2203.11 464 0 2204.68 464 0 2206.48 464 0 2207.93 464 0 2210 464 0 2211.5 464 0 2212.73 464 0 2214.85 464 0 2216.15 464 0 2217.38 464 0 2218.6 464 0 2220.69 464 0 2221.96 464 0 2223.63 464 0 2224.76 464 0 2226.03 464 0 2226.93 464 0 2227.93 464 0 2228.74 464 0 2229.66 464 0 2230.47 464 0 2231.63 464 0 2232.54 464 0 2234.18 464 0 2235.33 464 0 2237.28 464 0 2238.73 464 0 2240.19 464 0 2242.38 464 0 2243.79 464 0 2245.84 464 0 2247.06 464 0 2248.02 464 0 2249.79 464 0 2337.85 465.75 0 2411.28 467.16 0 2467.66 467.44 0 2487.66 467.54 463 2566.25 467.93 463 2615.37 467.93 463 2617.82 468.01 463 2650.66 467.98 463 2670.66 467.97 463 2692.33 467.95 0 2692.35 467.95 0 2693.34 467.95 0 2712 467.66 0 2712.02 467.66 0 2712.03 467.66 0 2712.38 467.66 0 2718.83 467.59 0 2722.02 467.97 0 2722.28 467.97 0 2728.8 467.97 0 2728.95 467.97 0 2729.07 467.97 0 2735.51 467.74 0 2741.27 467.86 0 2745.23 467.82 0 2746.56 467.81 0 2746.64 467.81 0 2747.1 467.4 0 2755.48 467.45 0 2764.11 467.59 0 2766.06 467.56 0 2769.26 467.47 0 2771.7 467.14 0 2773.17 467.2 0 2776.14 467 0 2790.73 467.12 0 2794.38 467.15 0 2795.22 467.03 0 2796.81 467.03 0 2801.95 467.02 0 2801.96 467.02 0 2803.12 467 0 2809.01 467 0 2811.6 467 0 2811.96 466.99 0 2812.52 466.99 0 2817.5 466.89 0 2820.72 466.85 0 2836.4 466.41 0 2836.65 466.63 0 2839.29 466.61 0 2843.97 466.55 0 2848.85 466.32 0 2854.23 466.1 0 2856.47 466.07 0 2860.36 466.01 0 2860.51 466.03 0 2860.76 466 0 2860.94 465.98 0 2861.9 465.93 0 2862.3 465.92 0 2862.32 465.92 0 2862.38 465.92 0 2879.14 465.89 0 2879.2 465.89 0 2879.45 465.88 0 2879.81 465.87 0 2880.2 465.86 0 2891.54 465.77 0 2893.72 465.71 0 2896.84 465.42 0 2897.71 465.4 0 2899.57 465.35 0 2900.99 465.33 0 2903.28 465.3 0 2907.5 465.28 0 2917.26 465 0 2932.34 464.69 0 2944.02 464.44 0 2946.49 464.64 0 2948.32 464.63 0 2966.58 464 0 2969.01 463.96 0 2969.15 463.95 0 2969.84 463.94 0 2981.45 463.72 0 2988.35 463.57 0 2993.27 463.47 0 3002.09 463.3 0 3005.27 463.22 0 3015.56 463.07 0 3016.95 463 0 3020 463 0 3029.09 463 0 3094.27 463 0 3094.5 463 0 3094.61 463 0 3098.02 463.02 0 3100.12 463.03 0 3101.09 463.03 0 3107.48 463.06 0 3110.46 463.06 0 3111.24 463.07 0 3112.93 463.08 0 3117.63 463.1 0 3124.87 463.25 0 3134 463.34 0 3134.06 463.34 0 3141.21 463.4 0 3141.25 463.4 0 3141.26 463.4 0 3141.91 463.4 0 3143.99 463.42 0 3149.39 463.42 0 3150.66 463.26 0 3161.76 463.32 0 3164.89 463.52 0 3172.46 463.52 0 3176.35 463.55 0 3181.46 463.55 0 3183.78 463.76 0 3186.18 463.76 0 3191.28 463.67 0 3193.78 463.77 0 3200.77 463.86 0 3206.07 463.67 0 3211.01 463.67 0 3213.57 463.67 0 3224.24 463.68 0 3233.31 463.8 0 3234.83 463.81 0 3246.74 463.92 0 3247.99 464 0 3251.36 464 0 3253.94 464 0 3262.99 464.1 0 3270.9 464.46 0 3279.4 464.54 0 3281.74 464.59 0 3283.76 464.61 0 3289.8 464.38 0 3302.45 464.46 0 3310.88 464.72 0 3315.32 464.73 0 3330.05 464.74 0 3333.83 464.78 0 3340.17 465 0 3343.11 465 0 3344.2 465 0 3345.73 465 0 3346.64 465 0 3347.39 464.91 0 3356.08 465 0 3367.51 465.25 0 3377.58 465.47 0 3377.9 465.23 0 3385.47 465.3 0 3386.23 465.63 0 3390.52 465.71 0 3422.43 465.7 0 3422.83 465.71 0 3423.23 465.71 0 3427.11 465.83 0 3432.24 465.81 0 3436.44 465.87 0 3439.94 465.88 0 3449.76 465.95 0 3455.17 466 0 3457.96 466.02 0 3458.16 466.14 0 3460.24 466.13 0 3462.04 466.15 0 3479.51 466.51 0 3488.86 466.26 0 3491.16 466.28 0 3507.16 466.25 0 3509.32 466.25 0 3511.07 466.25 463 3521.83 466.83 463 3522.26 466.44 463 3522.92 466.45 463 3526.04 466.45 463 3526.41 466.86 463 3530.74 466.74 463 3541.65 466.74 463 3544.5 466.58 463 3544.53 466.74 463 3544.55 466.83 463 3545.47 466.87 463 3547.51 466.91 463 3548.28 466.91 463 3548.97 466.9 463 3549.66 466.9 463 3572.19 466 463 3591.07 466 463 3594.07 466 0 3595.12 466 0 3597.43 466 0 3598.61 466 0 3601.27 466 0 3604.03 466 0 3606.68 466 0 3609.23 466 0 3610.13 466 0 3612.57 466 0 3613.22 466 0 3613.76 466 0 3614.29 466 0 3616.53 466 0 3617.05 466 0 3617.65 466 0 3619.83 466 0 3620.45 466 0 3622.72 466 0 3623.37 466 0 3624.03 466 0 3626.44 466 0 3627.01 466 0 3629.45 466 0 3629.88 466 0 3636.5 466 0 3636.8 466 0 3637.09 466 0 3637.45 466 0 3640.19 466 0 3640.59 466 0 3641.06 466 0 3644.53 466 0 3644.99 466 0 3645.51 466 0 3649.15 466 0 3649.56 466 0 3652.78 466 0 3655.07 466 0 3655.3 466 0 3657.08 466 0 3659.28 466 0 3659.35 466 0 3660.94 466 0 3662.78 465.97 0 3666.83 465.89 0 3667.04 465.89 0 3670.95 465.83 0 3674.18 465.79 0 3674.58 465.79 0 3677.37 465.76 0 3677.75 465.76 0 3680.26 465.73 0 3681.21 465.73 0 3681.47 465.73 0 3683.92 465.71 0 3684.28 465.71 0 3686.65 465.68 0 3687.14 465.68 0 3689.43 465.64 0 3690 465.64 0 3690.53 465.64 0 3690.96 465.64 0 3693.24 465.6 0 3693.68 465.6 0 3694.17 465.6 0 3694.78 465.6 0 3696.68 465.56 0 3697.46 465.56 0 3698.26 465.56 0 3699.36 465.52 0 3700.16 465.53 0 3700.83 465.54 0 3777.51 464 0 3779.4 464 0 3780.91 464 0 3816.54 464 0 3817.28 464 0 3818.07 464 0 3819.58 464 0 Page 17 DentonCreekFEMACorrected_effective_2_8_16.rep 3821.67 464 0 3822.48 464 0 3824.65 464 0 3825.41 464 0 3827.27 464 0 3827.86 464 0 3828.47 464 0 3829.26 464 0 3830.37 464 0 3831.94 464 0 3833.29 464 0 3834.92 464 0 3836.8 464 0 3838.49 464 0 3840.35 464 0 3841.98 464 0 3844.14 464 0 3845.14 464 0 3845.67 464 0 3847.94 464 0 3848.28 464 0 3850.15 464 0 3850.58 464 0 3851.27 464 0 3854.26 464 0 3855.31 464 0 3856.44 464 0 3858.02 464 0 3859.76 464 0 3861.82 464 0 3863.95 464 0 3866.39 464 0 3868.65 464 0 3871.31 464 0 3873.37 464 0 3875.91 464 0 3877.07 464 0 3878.4 464 0 3880.48 463.97 0 3880.53 463.97 0 3884.48 463.92 0 Downstream Bridge Cross Section Data Station Elevation Data num= 460 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 469.94 119.66 469.26 121.05 469.29 121.83 469.27 123.04 469.29 123.95 469.26 124.99 469.24 125.99 469.25 127.13 469.23 128.01 469.23 129.28 469.21 130.25 469.21 131.66 469.19 134.79 469.19 137.09 469.2 138.65 469.17 140.58 469.15 143.08 469.15 145.4 469.11 147.98 469.1 152.69 469.04 154.98 469.02 159.84 468.93 162.77 468.86 164.36 468.84 168.49 468.74 174.35 468.73 178.8 468.6 180.06 468.6 185.32 468.45 186.19 468.44 186.96 468.44 192.53 468.29 193 468.29 193.42 468.28 193.78 468.28 199.12 468.16 199.73 468.16 199.99 468.15 204.54 468.08 205.09 468.08 208.8 468.05 211.92 468.03 214.25 468.02 215.49 468 216.26 468 234.74 467.91 236.72 467.9 238.47 467.9 244.08 467.88 244.33 467.88 248.4 467.86 248.97 467.86 249.21 467.85 253.73 467.83 254.06 467.83 254.44 467.82 255.79 467.82 260.64 467.78 261.58 467.78 261.99 467.77 266.64 467.73 267.1 467.73 270.99 467.69 271.42 467.69 274.38 467.67 280.27 467.61 280.7 467.61 284.84 467.57 285.25 467.57 295.06 467.48 295.53 467.48 297.01 467.47 304.8 467.47 306.93 467.45 307.35 467.45 354.45 467.13 403.99 466.59 407.52 466.56 453.77 466 453.91 466 488.07 464 714.49 464 729.97 463.82 730.08 463.82 744.24 463.65 744.56 463.64 744.98 463.64 761.27 463.45 809.98 462.75 815.84 462.68 819.59 462.62 830.08 462.49 831.96 462.46 860.75 462.09 861.13 462.09 867.5 462.02 867.65 462.02 869.32 462 886.78 462 888.96 462.04 889.64 462.05 898.81 462.27 900.16 462.31 901.51 462.34 903.11 462.39 912.25 462.64 912.73 462.65 918.85 462.82 919.33 462.83 928.06 463.08 928.56 463.09 930.61 463.15 951.66 463.55 953.23 463.55 953.74 463.56 955.42 463.58 957.14 463.59 957.85 463.6 958.96 463.59 959.57 463.59 961.39 463.57 961.9 463.57 964.55 463.54 1001.39 463.47 1003.98 463.49 1004.5 463.49 1004.95 463.5 1007.36 463.5 1008.12 463.51 1024.54 463.57 1025.11 463.57 1025.53 463.56 1027.31 463.55 1030.48 463.55 1032.6 463.53 1033.86 463.53 1035.18 463.52 1040.85 463.46 1042.33 463.46 1049.93 463.38 1051.56 463.38 1057.43 463.32 1059.09 463.32 1100.49 463.16 1135.89 463.16 1138.68 463.15 1144.3 463.15 1146.8 463.14 1148.47 463.15 1150.74 463.15 1152.63 463.14 1153.79 463.14 1154.29 463.15 1154.91 463.15 1190.12 462.91 1192.98 462.91 1200.74 462.95 1395.52 462.71 1396.61 462.7 1398.32 462.69 1400.77 462.66 1420.61 462.46 1421.21 462.46 1421.54 462.45 1422.76 462.45 1428.68 462.41 1429.45 462.41 1430.09 462.4 1434.21 462.39 1434.91 462.38 1436.99 462.38 1439.6 462.37 1447.9 462.36 1457.64 462.31 1468.61 462.31 1470.33 462.32 1470.78 462.32 1495.13 462.41 1495.9 462.41 1498.56 462.42 1499.41 462.43 1502.27 462.44 1503.29 462.45 1545.57 462.51 1546.7 462.52 1549.38 462.52 1550.64 462.53 1563.98 462.54 1565.23 462.55 1607.83 462.53 1608.84 462.54 1612.76 462.52 1677.53 462.6 1681.28 462.59 1682.46 462.6 1690.02 462.59 1690.9 462.58 1693.04 462.58 1695.37 462.59 1696.36 462.58 1699 462.58 1700.34 462.57 1702.8 462.57 1704.42 462.58 1707.33 462.56 1708.61 462.56 1709.66 462.55 1935.01 462.07 1942.34 462 2285.7 462 2352.46 460.32 2355.37 460.18 2355.89 460.17 2356.2 460.17 2360.51 460 2423.25 460 2443.54 459.2 2444.3 459.19 2449.58 459.08 2457.84 458.82 2458.88 458.73 2463.45 458.11 2464.25 458 2496.25 454 2514.25 454 2544.25 444 2557.66 444 2571.66 437 2601.66 437 2615.66 444 2626.66 444 2646.66 454 2655.66 454 2664.26 456 2669.15 456.05 2671.8 456.15 2677.35 456.18 2678.25 456.22 2689.19 456.56 2693.13 456.77 2694.64 456.8 2695.08 456.71 2696.85 456.84 2698.41 456.93 2698.79 457 2699.5 457 2700.1 457.04 2701.91 457.09 2704.77 457.23 2708.28 457.37 2708.48 457.41 2712.09 457.61 2722.23 457.83 2723.57 457.82 2727.28 457.97 2727.97 458 2737.2 458.23 2737.51 458.2 2740.51 458.38 2748.19 458.94 2748.34 458.98 2748.58 458.97 2749.28 459.02 2750.75 459.11 2751.15 459.12 2753.7 459.1 2763.03 459.4 2765.06 459.33 2767.05 459.14 2769.42 459.14 2769.78 459.13 2781.84 459.46 2783.34 459.46 2786.89 459.2 2791.34 459.24 2791.79 459.54 2795.57 459.77 2797.69 459.71 2800.82 459.86 2801.33 459.51 2803.45 459.48 2831.64 459.86 2847.78 459.98 2848.81 459.99 2849.2 459.99 2871.04 460.26 2877.36 460.28 2897.15 460.44 2898.79 460.44 2899.43 460.82 2906.5 460.92 2907.98 461 2912.75 461 2915.69 461.23 2917.02 461.27 2919.15 461.3 2922.69 461 2936.06 461 2945.69 460.82 2949.53 460.82 2950.44 460.83 2951.13 460.82 2952.19 460.82 2955.86 460.84 2956.18 460.85 2958.39 460.87 2966.91 460.77 2971.28 460.76 2975.13 460.93 2975.42 461 2976.52 461.01 2976.93 461.02 2980.08 461.06 2982.18 461.07 2985.56 461 2985.96 460.99 2986.41 461 2991.04 461.09 2997.9 461.02 2999.44 461.01 2999.59 461 3000.78 460.99 3004.04 460.99 3004.66 461 3005.63 460.99 3011.78 460.87 3019.23 460.69 3032.75 460.42 3036.45 460.33 3037.45 460.28 3040.66 460.25 3045.16 460.17 3054.74 460.04 3055.49 460.02 3056.64 460 3061.65 460 3064.9 459.96 3065.19 460 3065.42 460 3066.09 459.96 3069.69 459.93 3070.71 460 3072.52 460 3075.47 460.26 3083.46 460.06 3085.5 460 3085.73 460 3099.52 459.62 3100.79 459.58 3113.7 459.39 3115.36 459.37 3125.23 459 3182.71 458 3185.33 457.96 3185.58 457.95 3186.05 457.95 3341.3 455.8 3344.5 455.61 3349.03 455.37 3357.6 454.6 3365.89 455.29 3388.24 455.57 3420.35 455.26 3453.68 455.74 3464.93 456 3514.12 457.62 3516.11 456.33 3519.33 455.67 3524.01 454.76 3528.23 454 3536.07 449 3566.07 449 3572.07 454 3575.48 454.63 3581.07 455.58 3582.32 455.81 3583.53 456 3589.09 457.02 3593.59 457.82 3594.63 458 3607.89 459.58 3608.77 459.68 3611.46 460 3629.73 461.17 3641.54 462 3643.32 462.09 3648.22 462.32 3649.06 462.34 3651.68 462.47 3657.28 462.73 3658.89 462.76 3664.58 462.98 3666.49 463 3671.16 463.16 3672.99 463.21 3676.76 463.29 3678.9 463.29 3680.88 463.32 3682.78 463.34 3684.58 463.35 3686.22 463.34 3689.61 463.34 3691.32 463.33 3692.38 463.33 3693.85 463.31 3694.7 463.32 3697.29 463.28 3698.17 463.29 3705.75 463.32 3706.57 463.31 3707.15 463.31 3708.7 463.28 3709.32 463.28 3710.16 463.27 3711.18 463.27 3712.26 463.26 3713.96 463.23 3715.06 463.22 3716.09 463.22 3717.94 463.18 3718.92 463.18 3720.74 463.13 3753.92 462.9 3756.51 462.89 3757.85 462.89 3760.07 462.92 3761.41 462.92 3778.84 463.04 3779.69 463.05 3789.99 463.11 3791.08 463.12 3813.51 463.08 3814.87 463.07 3816.6 463.05 3819.77 463.03 3820.83 463.02 3822.79 463.01 3823.6 463 3825.49 462.99 3871.83 463.56 3874.73 463.66 3874.94 463.66 3878.2 463.77 3878.41 463.77 3881.56 463.85 3881.77 463.86 3882.07 463.86 3884.94 463.92 3885.33 463.93 3888.17 463.97 3891.04 464 3905.23 464 3910.26 463.95 3910.76 463.95 3913.83 463.91 3922.07 464 4263.87 464 4297.26 466 4403.42 466 Manning's n Values num= 5 Page 18 DentonCreekFEMACorrected_effective_2_8_16.rep Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 2544.25 .045 2693.13 .06 3514.12 .045 3594.63 .06 Bank Sta: Left Right Coeff Contr. Expan. 2514.25 2646.66 .3 .5 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 1874.49 2474.49 463 T 2764.8 3435.12 463 T 3740.69 4450 466 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Abutments = 4 Abutment Data Upstream num= 2 Sta Elev Sta Elev 2524.49 463 2546.49 452 Downstream num= 2 Sta Elev Sta Elev 2487.66 463 2509.66 452 Abutment Data Upstream num= 2 Sta Elev Sta Elev 2685.49 452 2707.49 463 Downstream num= 2 Sta Elev Sta Elev 2648.66 452 2670.66 463 Abutment Data Upstream num= 2 Sta Elev Sta Elev 3573.61 463 3593.61 453 Downstream num= 2 Sta Elev Sta Elev 3511.07 463 3531.07 453 Abutment Data Upstream num= 2 Sta Elev Sta Elev 3634.48 453 3654.48 463 Downstream num= 2 Sta Elev Sta Elev 3571.07 453 3591.07 463 Number of Piers = 4 Pier Data Pier Station Upstream= 2576.49 Downstream= 2539.66 Upstream num= 2 Width Elev Width Elev 2.5 379 2.5 463 Downstream num= 2 Width Elev Width Elev 2.5 379 2.5 463 Pier Data Pier Station Upstream= 2655.49 Downstream= 2618.66 Upstream num= 2 Width Elev Width Elev 2.5 379 2.5 463 Downstream num= 2 Width Elev Width Elev 2.5 379 2.5 463 Pier Data Pier Station Upstream= 3599.48 Downstream= 3536.07 Upstream num= 2 Width Elev Width Elev 2 420 2 463 Downstream num= 2 Width Elev Width Elev 2 420 2 463 Pier Data Pier Station Upstream= 3629.48 Downstream= 3566.07 Upstream num= 2 Width Elev Width Elev 2 420 2 463 Downstream num= 2 Width Elev Width Elev 2 420 2 463 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 30667 Page 19 DentonCreekFEMACorrected_effective_2_8_16.rep INPUT Description: Station Elevation Data num= 460 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 469.94 119.66 469.26 121.05 469.29 121.83 469.27 123.04 469.29 123.95 469.26 124.99 469.24 125.99 469.25 127.13 469.23 128.01 469.23 129.28 469.21 130.25 469.21 131.66 469.19 134.79 469.19 137.09 469.2 138.65 469.17 140.58 469.15 143.08 469.15 145.4 469.11 147.98 469.1 152.69 469.04 154.98 469.02 159.84 468.93 162.77 468.86 164.36 468.84 168.49 468.74 174.35 468.73 178.8 468.6 180.06 468.6 185.32 468.45 186.19 468.44 186.96 468.44 192.53 468.29 193 468.29 193.42 468.28 193.78 468.28 199.12 468.16 199.73 468.16 199.99 468.15 204.54 468.08 205.09 468.08 208.8 468.05 211.92 468.03 214.25 468.02 215.49 468 216.26 468 234.74 467.91 236.72 467.9 238.47 467.9 244.08 467.88 244.33 467.88 248.4 467.86 248.97 467.86 249.21 467.85 253.73 467.83 254.06 467.83 254.44 467.82 255.79 467.82 260.64 467.78 261.58 467.78 261.99 467.77 266.64 467.73 267.1 467.73 270.99 467.69 271.42 467.69 274.38 467.67 280.27 467.61 280.7 467.61 284.84 467.57 285.25 467.57 295.06 467.48 295.53 467.48 297.01 467.47 304.8 467.47 306.93 467.45 307.35 467.45 354.45 467.13 403.99 466.59 407.52 466.56 453.77 466 453.91 466 488.07 464 714.49 464 729.97 463.82 730.08 463.82 744.24 463.65 744.56 463.64 744.98 463.64 761.27 463.45 809.98 462.75 815.84 462.68 819.59 462.62 830.08 462.49 831.96 462.46 860.75 462.09 861.13 462.09 867.5 462.02 867.65 462.02 869.32 462 886.78 462 888.96 462.04 889.64 462.05 898.81 462.27 900.16 462.31 901.51 462.34 903.11 462.39 912.25 462.64 912.73 462.65 918.85 462.82 919.33 462.83 928.06 463.08 928.56 463.09 930.61 463.15 951.66 463.55 953.23 463.55 953.74 463.56 955.42 463.58 957.14 463.59 957.85 463.6 958.96 463.59 959.57 463.59 961.39 463.57 961.9 463.57 964.55 463.54 1001.39 463.47 1003.98 463.49 1004.5 463.49 1004.95 463.5 1007.36 463.5 1008.12 463.51 1024.54 463.57 1025.11 463.57 1025.53 463.56 1027.31 463.55 1030.48 463.55 1032.6 463.53 1033.86 463.53 1035.18 463.52 1040.85 463.46 1042.33 463.46 1049.93 463.38 1051.56 463.38 1057.43 463.32 1059.09 463.32 1100.49 463.16 1135.89 463.16 1138.68 463.15 1144.3 463.15 1146.8 463.14 1148.47 463.15 1150.74 463.15 1152.63 463.14 1153.79 463.14 1154.29 463.15 1154.91 463.15 1190.12 462.91 1192.98 462.91 1200.74 462.95 1395.52 462.71 1396.61 462.7 1398.32 462.69 1400.77 462.66 1420.61 462.46 1421.21 462.46 1421.54 462.45 1422.76 462.45 1428.68 462.41 1429.45 462.41 1430.09 462.4 1434.21 462.39 1434.91 462.38 1436.99 462.38 1439.6 462.37 1447.9 462.36 1457.64 462.31 1468.61 462.31 1470.33 462.32 1470.78 462.32 1495.13 462.41 1495.9 462.41 1498.56 462.42 1499.41 462.43 1502.27 462.44 1503.29 462.45 1545.57 462.51 1546.7 462.52 1549.38 462.52 1550.64 462.53 1563.98 462.54 1565.23 462.55 1607.83 462.53 1608.84 462.54 1612.76 462.52 1677.53 462.6 1681.28 462.59 1682.46 462.6 1690.02 462.59 1690.9 462.58 1693.04 462.58 1695.37 462.59 1696.36 462.58 1699 462.58 1700.34 462.57 1702.8 462.57 1704.42 462.58 1707.33 462.56 1708.61 462.56 1709.66 462.55 1935.01 462.07 1942.34 462 2285.7 462 2352.46 460.32 2355.37 460.18 2355.89 460.17 2356.2 460.17 2360.51 460 2423.25 460 2443.54 459.2 2444.3 459.19 2449.58 459.08 2457.84 458.82 2458.88 458.73 2463.45 458.11 2464.25 458 2496.25 454 2514.25 454 2544.25 444 2557.66 444 2571.66 437 2601.66 437 2615.66 444 2626.66 444 2646.66 454 2655.66 454 2664.26 456 2669.15 456.05 2671.8 456.15 2677.35 456.18 2678.25 456.22 2689.19 456.56 2693.13 456.77 2694.64 456.8 2695.08 456.71 2696.85 456.84 2698.41 456.93 2698.79 457 2699.5 457 2700.1 457.04 2701.91 457.09 2704.77 457.23 2708.28 457.37 2708.48 457.41 2712.09 457.61 2722.23 457.83 2723.57 457.82 2727.28 457.97 2727.97 458 2737.2 458.23 2737.51 458.2 2740.51 458.38 2748.19 458.94 2748.34 458.98 2748.58 458.97 2749.28 459.02 2750.75 459.11 2751.15 459.12 2753.7 459.1 2763.03 459.4 2765.06 459.33 2767.05 459.14 2769.42 459.14 2769.78 459.13 2781.84 459.46 2783.34 459.46 2786.89 459.2 2791.34 459.24 2791.79 459.54 2795.57 459.77 2797.69 459.71 2800.82 459.86 2801.33 459.51 2803.45 459.48 2831.64 459.86 2847.78 459.98 2848.81 459.99 2849.2 459.99 2871.04 460.26 2877.36 460.28 2897.15 460.44 2898.79 460.44 2899.43 460.82 2906.5 460.92 2907.98 461 2912.75 461 2915.69 461.23 2917.02 461.27 2919.15 461.3 2922.69 461 2936.06 461 2945.69 460.82 2949.53 460.82 2950.44 460.83 2951.13 460.82 2952.19 460.82 2955.86 460.84 2956.18 460.85 2958.39 460.87 2966.91 460.77 2971.28 460.76 2975.13 460.93 2975.42 461 2976.52 461.01 2976.93 461.02 2980.08 461.06 2982.18 461.07 2985.56 461 2985.96 460.99 2986.41 461 2991.04 461.09 2997.9 461.02 2999.44 461.01 2999.59 461 3000.78 460.99 3004.04 460.99 3004.66 461 3005.63 460.99 3011.78 460.87 3019.23 460.69 3032.75 460.42 3036.45 460.33 3037.45 460.28 3040.66 460.25 3045.16 460.17 3054.74 460.04 3055.49 460.02 3056.64 460 3061.65 460 3064.9 459.96 3065.19 460 3065.42 460 3066.09 459.96 3069.69 459.93 3070.71 460 3072.52 460 3075.47 460.26 3083.46 460.06 3085.5 460 3085.73 460 3099.52 459.62 3100.79 459.58 3113.7 459.39 3115.36 459.37 3125.23 459 3182.71 458 3185.33 457.96 3185.58 457.95 3186.05 457.95 3341.3 455.8 3344.5 455.61 3349.03 455.37 3357.6 454.6 3365.89 455.29 3388.24 455.57 3420.35 455.26 3453.68 455.74 3464.93 456 3514.12 457.62 3516.11 456.33 3519.33 455.67 3524.01 454.76 3528.23 454 3536.07 449 3566.07 449 3572.07 454 3575.48 454.63 3581.07 455.58 3582.32 455.81 3583.53 456 3589.09 457.02 3593.59 457.82 3594.63 458 3607.89 459.58 3608.77 459.68 3611.46 460 3629.73 461.17 3641.54 462 3643.32 462.09 3648.22 462.32 3649.06 462.34 3651.68 462.47 3657.28 462.73 3658.89 462.76 3664.58 462.98 3666.49 463 3671.16 463.16 3672.99 463.21 3676.76 463.29 3678.9 463.29 3680.88 463.32 3682.78 463.34 3684.58 463.35 3686.22 463.34 3689.61 463.34 3691.32 463.33 3692.38 463.33 3693.85 463.31 3694.7 463.32 3697.29 463.28 3698.17 463.29 3705.75 463.32 3706.57 463.31 3707.15 463.31 3708.7 463.28 3709.32 463.28 3710.16 463.27 3711.18 463.27 3712.26 463.26 3713.96 463.23 3715.06 463.22 3716.09 463.22 3717.94 463.18 3718.92 463.18 3720.74 463.13 3753.92 462.9 3756.51 462.89 3757.85 462.89 3760.07 462.92 3761.41 462.92 3778.84 463.04 3779.69 463.05 3789.99 463.11 3791.08 463.12 3813.51 463.08 3814.87 463.07 3816.6 463.05 3819.77 463.03 3820.83 463.02 3822.79 463.01 3823.6 463 3825.49 462.99 3871.83 463.56 3874.73 463.66 3874.94 463.66 3878.2 463.77 3878.41 463.77 3881.56 463.85 3881.77 463.86 3882.07 463.86 3884.94 463.92 3885.33 463.93 3888.17 463.97 3891.04 464 3905.23 464 3910.26 463.95 3910.76 463.95 3913.83 463.91 3922.07 464 4263.87 464 4297.26 466 4403.42 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 2544.25 .045 2693.13 .06 3514.12 .045 3594.63 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2514.25 2646.66 380.57 437.92 381.16 .3 .5 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 1874.49 2474.49 463 T 2764.8 3435.12 463 T 3740.69 4450 466 F CROSS SECTION Page 20 DentonCreekFEMACorrected_effective_2_8_16.rep RIVER: DentonCreek REACH: Reach1 RS: 30229 INPUT Description: Station Elevation Data num= 208 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 463.86 37.29 463.65 44.33 463.71 45 463.71 51.17 463.76 54.93 463.77 55.37 463.78 62.79 463.79 65.64 463.78 65.96 463.79 67.84 463.79 69.03 463.78 81.21 463.76 82.07 463.74 83.52 463.73 88.35 463.63 97.06 463.5 97.8 463.48 103.61 463.39 104.68 463.37 141.28 462.78 144.92 462.71 150.34 462.63 151.33 462.61 156.2 462.54 156.79 462.53 161.06 462.48 192.47 462 218.16 461.18 222.06 461.03 228.13 460.83 232.64 460.65 238.93 460.46 240.42 460.42 243.52 460.28 246.81 460.15 247.37 460.13 250.51 460 250.7 459.99 271.06 458.74 276.71 458.34 278.46 458.23 281.61 458 282.2 458 293.36 456.96 294.78 456.89 296.02 456.84 298.92 456.56 299.82 456.52 304.16 456 306.8 454.82 308.54 454 310.3 452.87 311.81 452 314.2 450.82 315.73 450 321.7 448.27 322.56 448 323.02 447.86 330.1 446 330.43 445.85 331.04 445.63 334.29 444.42 335.74 444 349.7 438 363.67 444 390.21 445.04 407.15 445.18 409.42 445.44 409.71 445.42 410.17 445.42 418.68 446 481.37 446 510.86 446.68 511.24 446.69 525.21 446.86 526.18 446.88 527.47 446.9 535.4 447 539.94 447.08 551.43 447.25 559.28 447.32 562.21 447.37 563.84 447.38 566.52 447.42 569.13 447.44 570.21 447.46 574.49 447.51 579.38 447.54 580.37 447.55 582.58 447.55 623.45 447.98 624.56 448 635.09 449.49 635.7 449.58 636.07 449.63 639.69 449.85 647.07 449.93 649.68 449.93 650.75 449.49 658.7 449.71 663.82 449.62 674.02 449.99 674.09 450 674.31 450.02 702.68 451.99 702.78 452 702.89 452.01 720.78 453 725.99 453.37 726.31 453.26 748.21 454 790.46 454.93 792.11 454.97 792.62 454.98 793.33 455 793.49 455 856.62 455.98 881.91 456.19 987.24 456.56 1071.13 456.3 1116.74 456 1167.41 455.77 1181.48 455.64 1229.71 455 1236.63 454.95 1238.03 454.96 1239.49 455 1243.5 454.83 1248.74 454.74 1251.65 454.68 1281.87 454.25 1285.99 454.23 1299.71 454.46 1312.47 454.95 1320.17 455 1325.1 455.26 1362.81 455.75 1372.48 456 1378.44 456 1381.38 455.82 1381.88 455.77 1382.77 455.69 1389.49 455.21 1393.17 454.98 1395.29 454.72 1396.99 454.64 1398.16 454.62 1400.25 454.29 1400.7 454.28 1402.49 454 1403.48 453.82 1403.88 453.73 1406.67 453.2 1408.24 452.82 1411.73 452 1412.39 451.84 1413.32 451.6 1417.05 450.68 1419.67 450.02 1442.24 450 1443.63 450.31 1444.62 450.54 1447.15 451.11 1448.25 451.37 1449.11 451.57 1451.22 452 1454.59 452.75 1456.8 453.26 1460.23 454 1462.44 454.49 1465.3 455.1 1467.4 455.58 1469.39 456 1476.04 457.22 1477.57 457.61 1479.38 458 1481.53 458 1505 459.4 1515.31 460 1754.65 460 1787.71 461.02 1797.59 461.14 1801.53 461.17 1802.25 461.18 1808.48 461.18 1874.71 462 2021.29 462 2070.64 462.57 2071.05 462.58 2071.59 462.6 2072.27 462.61 2073.36 462.6 2074.84 462.64 2076.8 462.7 2082.91 462.92 2083.88 462.96 2085.07 462.99 2085.87 463 2088.85 463.06 2090.21 463.08 2116.39 464 2229.29 464 2263.96 464.21 2264.54 464.21 2277.99 464.3 2279.07 464.3 2335.73 464.72 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .04 282.2 .06 322.56 .045 624.56 .06 674.09 .03 1229.71 .06 1372.48 .045 1515.31 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 308.54 748.21 91 95.19 145.78 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1551.91 2500 466 F 929.01 1040.83 463 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 30134 INPUT Description: Station Elevation Data num= 204 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 465.53 .28 465.53 2.14 465.49 6.58 465.41 19.77 465.09 22.45 465.01 26.39 464.93 28.39 464.87 32.35 464.78 36.84 464.65 39.87 464.58 50.98 464.25 52.13 464.22 59.19 464.01 59.45 464 124.02 462.91 134.41 462.71 140.83 462.61 172.95 462 191.64 460 198.07 459.08 200.41 458.76 205.95 458 215.85 456.09 216.18 456.03 216.34 456 223.52 454.39 225.24 454 232.65 452.51 235.02 452 240.37 450.59 242.64 450 249.16 448.07 249.41 448 257.8 446 258.48 445.87 268.03 444 273.69 442.63 280.02 441.33 283.67 440.55 285.31 440.22 285.74 440.13 286.73 440 295.13 437.9 339.41 437.9 347.81 440 352.62 440.57 354.64 440.82 358.93 441.2 359.68 441.29 359.88 441.32 371.37 442 373.05 442.05 386.89 442.3 390.31 442.33 402.78 442.54 409.76 442.6 417.2 442.77 426.54 444 512.02 444 513.47 444.21 513.9 444.24 516.91 444.51 517.11 444.53 519.15 444.7 520.86 444.8 522.82 444.95 524.48 445.06 534.43 445.62 535.11 445.66 535.63 445.68 540.82 446 541.35 446.02 541.47 446.02 551.29 446.4 552.71 446.49 558.42 446.72 561.22 446.92 564.97 447.08 569.37 447.41 570 447.45 577.27 448 577.5 448.02 585.49 448.6 589.21 448.83 593.9 449.15 602.61 449.67 603.97 449.76 604.77 449.81 608.11 450 612.86 450.61 619.76 451.45 624.53 452 630.61 452.88 635.48 453.52 639.63 454 712.13 454 713.47 453.96 716.78 453.84 720.4 453.77 728.86 453.51 731.78 453.41 740.6 453.22 743.55 453.13 747.29 453.08 747.48 453.08 753.25 453.24 765.68 453.7 778.24 454 796.23 454.22 811.76 454.53 869.05 454.66 905.88 454.6 908.92 454.58 975.02 454.39 977.52 454.33 977.83 454.3 981.16 454.28 987.95 454.19 992.2 454 1005.97 453.68 1011.8 453.57 1025.35 453.19 1034.36 453 1057.75 452.38 1058.56 452.31 1062.03 452 1063.17 452 1071.1 451.23 1073.3 451.28 1074.12 451.25 1078.17 451.23 1081.69 451.35 1082.44 452 1083.94 451.51 1123.31 456 1136.52 456 1137.8 456.11 1165.24 457.66 1170.31 457.88 1172.88 458 1209.31 458 1219.64 456.62 1222.43 456.26 1224.17 456 1231.47 454.58 1249.82 451.23 1252.33 450.78 1254.88 450.38 1257.67 450 1321.92 450 1331.38 451.56 1334.23 451.76 1336.9 452 1337.39 452 1341.39 453.22 1342.37 453.55 1343.94 454 1366.63 455.55 1372.46 456 1372.79 456 1376.93 456.31 1400.45 458 1402.44 458.28 1403.51 458.42 1408.48 459.03 1414.23 459.77 1416.43 460 1508.77 460 1565.54 461.1 1567.75 461.12 1570.18 461.12 1571.81 461.13 1573.33 461.13 1574.49 461.14 1578.52 461.14 1579.98 461.15 1584.17 461.15 1585.19 461.16 1586.58 461.16 1601.84 461.23 1602.6 461.23 1604.45 461.25 1605.73 461.25 1606.63 461.26 1608.11 461.26 1609.07 461.27 1610.59 461.27 1627.74 461.34 1667.55 462 2021.21 462 2026.66 462.28 2027.54 462.34 2033.34 462.58 2035.07 462.69 Page 21 DentonCreekFEMACorrected_effective_2_8_16.rep 2038.48 462.86 2041.46 463.04 2043.57 463.16 2045.38 463.25 2050.26 463.55 2052.62 463.68 2058.12 464 2117.77 464 2305.88 465.06 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 205.95 .03 268.03 .06 639.63 .03 1172.88 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 225.24 639.63 677.64 694.49 758.65 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 1444.61 2400 465 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 29439 INPUT Description: Station Elevation Data num= 212 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 464 16.26 464 50.7 462.49 53.7 462.35 61.96 462 132.54 462 164.3 461.07 165.94 460.99 168.35 460.86 169.6 460.86 170.43 460.81 171.69 460.74 176.08 460.47 177.32 460.4 179.3 460.27 179.84 460.27 182.71 460.07 182.93 460.07 183.71 460 195.29 458.04 195.46 458.01 196.5 457.77 203.92 456 204.25 455.9 210.99 454 212.23 453.7 219.45 452 224.02 451 228.33 450 235.75 448 243.72 446 253.19 444 253.49 444 258.7 443.59 264.54 443.17 269.91 442.86 282.74 442 293 437.27 303.69 442 311.66 443.05 319.53 444 322.95 444.5 329.03 445.31 331.94 445.72 334.02 446 337.1 446.76 341.54 447.88 342.03 448 349.88 449.69 351.21 450 363.55 452 373.35 454 377.17 454.71 384.52 456 389.07 456.73 396.61 458 435.79 458 447.32 456 454.95 456 464.48 454.64 469.63 454 474.01 452.25 479.24 450.07 479.4 450 480.2 449.68 484.44 448 485.69 447.54 489.79 446 490.67 445.73 495.88 444 498.08 443.37 504.35 442 522.16 442 524.57 443.18 526.36 444 529.22 445.51 530.13 446 532.52 447.26 533.75 447.94 533.86 448 535.69 448.96 537.53 450 538.84 450.83 540.74 452 543.56 454 545.38 455.31 546.46 456 548.09 456.92 550.58 458 552.51 458 560.62 458.74 565.27 459.09 573.36 459.66 576.81 460 716.81 460 753.67 459.58 755.68 459.61 768.25 460 785.18 460 802.17 459.32 803.94 459.28 807.65 459.25 811.54 459.24 814.06 459.2 818.03 459.2 822.07 459.18 829 459.08 832.89 459.08 835.99 459.01 840.07 459.03 867.31 458.69 885.56 459.24 887.67 459.13 890.15 459.09 891.61 459.05 896.7 459 905.87 459 909.26 459.01 909.57 459.01 912.18 459.15 916.2 459.32 924.96 459.5 934.1 459.59 940.26 459.45 947.84 459.2 949.13 459.13 954.09 458.83 974.61 458.39 991.07 458.3 992.24 458.31 992.38 458.28 994.71 457.9 1000.11 457 1000.33 456.96 1019.92 453.75 1029.01 453.26 1035.94 452.94 1041.1 452.78 1053.07 452.78 1058.34 452.86 1058.6 452.86 1065.57 453.37 1067.24 453.6 1069.32 454 1070.63 454 1090.87 455.91 1091.85 456 1142.78 458 1163.85 458 1165.16 457.97 1173.22 457.73 1173.79 457.71 1176.94 457.65 1179.32 457.65 1179.99 457.66 1181.96 457.7 1183.88 457.75 1184.32 457.76 1186.35 457.78 1188.55 457.79 1188.89 457.8 1191.31 457.82 1191.57 457.83 1194.26 457.86 1194.43 457.87 1197.36 457.91 1200.56 457.95 1206.9 457.96 1207.5 458 1212.91 458 1214.93 458.08 1215.06 458.09 1215.42 458.12 1215.96 458.2 1219.3 458.55 1224.95 459.59 1226.11 459.78 1227.16 460 1348.31 460 1350.19 460.04 1351.39 460.04 1351.69 460.05 1352.07 460.06 1352.91 460.06 1353.45 460.07 1413.85 462 1688.21 462 1718.16 462.67 1719.3 462.68 1739.29 462.64 1740.03 462.63 1740.59 462.62 1741.91 462.66 1742.52 462.67 1743.57 462.68 1745.72 462.73 1750.34 462.81 1752.82 462.87 1764.42 462.93 1765.66 462.93 1767.75 462.98 1768.97 462.99 1772.7 463.06 1784.37 463.31 1788.7 463.43 1789.07 463.43 1790.14 463.47 1790.5 463.47 1835.87 464 2083.55 464 2156.3 464.81 2157.36 464.81 Manning's n Values num= 2 Sta n Val Sta n Val 0 .03 253.19 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 210.99 373.35 70.41 76.48 103.34 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 1242.16 1496.62 462 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 29363 INPUT Description: Station Elevation Data num= 185 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 463.56 70.96 462 147.52 460 160.95 458 185.61 452.15 186.22 452 194.53 450 194.84 449.94 195.79 449.74 204.31 448 209.16 446.88 212.74 446 221.84 444 229.4 442.76 234.3 442 253.5 437.2 270.43 442 292.87 444 301.14 446 305.9 447.06 310.21 448 319.39 449.58 321.87 450 329.56 451.2 334.42 452 349.36 454 354.19 454.63 364.98 456 376.38 456 382.55 456.19 388.91 456.03 390.24 456 393.95 456 396.58 455.7 401.14 455.47 402.41 455.32 405.46 455.12 407.86 454.95 409.29 454.79 412.64 454.51 413.43 454.44 416.07 454.24 416.33 454.21 419.01 454 420.22 453.91 424.01 453.61 424.53 453.59 425.44 453.57 429.08 453.3 430.98 453.23 443.27 452 447.49 452 452.04 450.55 453.69 450 454.49 449.72 459.67 448 461.88 447.21 465.49 446 468.87 444.79 469.87 444.39 471.19 444 473.49 443.25 476.97 442 490.1 444 494.89 444.41 511.43 446 513.65 448 515 449.26 515.82 450 519.05 453.02 520.11 454 520.92 454.77 523.9 457.51 524.43 458 525.14 458.65 526.62 460 587.57 460 671.04 458.63 712.34 458.13 712.51 458.14 716.66 458.26 718.48 458.2 720.6 458.12 722.77 458.02 723.27 458 757.66 458 760.73 458.08 765.59 458.04 768 458.04 770.41 458.05 771.85 458 782.43 458 789.44 458.59 796.23 458 799.6 458 817.33 457.54 818.04 457.49 818.79 457.39 820.59 457.1 821.24 457.03 821.36 457.03 822.02 457 835.46 456.51 844.55 456 847.14 455.71 850.51 455.32 852.26 455.13 853.37 455 856.39 454.66 869.58 453.08 870.36 453 881.28 451.93 881.44 451.92 881.68 451.91 892.56 451.56 903.87 451 904.37 450.98 904.84 450.97 904.98 450.97 911.42 450.82 918.14 450.63 926.29 450.48 934.38 450.25 954.69 449.9 967.42 449.88 Page 22 DentonCreekFEMACorrected_effective_2_8_16.rep 995.42 449.59 1001.5 449.56 1025.71 451.16 1027.47 451.3 1039.12 452 1043.38 452.4 1045.54 452.61 1052.26 453.24 1054.3 453.44 1056.36 453.69 1060.4 454 1079.35 456 1080 456.07 1080.33 456.1 1083.59 456.42 1088.26 456.86 1089.68 457 1103.38 458.31 1107.19 458.44 1118.03 458.68 1119.97 458.69 1136.82 459 1137.52 459.01 1138.07 459.02 1153.58 459.42 1156.95 459.52 1182.36 459.96 1185.76 460 1215.05 460.04 1217.05 460 1221.66 460 1229.42 460.19 1230.12 460.19 1279.39 460.69 1282.63 460.7 1284.81 460.76 1288.59 460.8 1291.41 460.87 1295.08 460.91 1302.87 461.2 1326.07 462 1635.96 462 1645.28 462.21 1665.27 462.46 1666.43 462.47 1674.64 462.58 1675.96 462.61 1678.24 462.62 1808.66 464 1869.52 464 1870.07 463.97 1873.02 463.84 1884.91 463.47 1887.41 463.42 1887.78 463.43 1890.05 463.38 1891.79 463.33 1919.32 464 2045.27 464 2079.96 464.78 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 221.84 .06 526.62 .05 796.23 .03 1136.82 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 160.95 349.36 122.92 125.32 133.7 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1254.6 1334.34 462 F 850 1100 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 29238 INPUT Description: Station Elevation Data num= 276 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 464 37.17 464 39.99 463.91 40.27 463.9 40.59 463.89 44.12 463.77 44.89 463.75 45.79 463.72 50.2 463.56 51.74 463.51 56.51 463.34 62.21 463.18 67.01 463.01 72.19 462.86 78.72 462.64 85.05 462.47 87.93 462.37 88.71 462.35 94.68 462.23 95.09 462.21 103 462 118.13 462 119 461.95 119.57 461.92 132.55 461.19 145.25 460.41 148.5 460.22 151.95 460 163.33 458 172.34 456 179 454 180.93 453.51 186.71 452 198.17 450.17 199.25 450 199.59 449.93 209.35 448 218.09 446.51 220.96 446 230.92 444 243.76 442 262.63 440.38 268 437.09 279.74 441 289.45 442 301.53 444 310.42 445.69 312.12 446 313.3 446.26 319.73 447.63 321.44 448 330.04 450 338.06 451.6 340.1 452 351.76 454 358.21 454.88 362.62 455.47 367.56 456 369.35 456.31 370.1 456.41 372.83 456.82 375.16 457.13 376.58 457.34 381 457.95 381.32 458 397.63 458 401.99 457.55 403.89 457.42 406.69 457.16 408.95 457.02 411.17 456.82 421.67 456 422.91 456 423.73 455.87 424.08 455.86 427.39 455.61 435.34 454.91 443.05 454.28 446 454 446.45 454 451.21 453.39 456.69 452.6 458.7 452.32 460.77 452 463.57 451.37 470.2 450 471.38 449.64 474.14 449.1 484 441 494.84 449.24 497.18 450 500.96 450.74 508.34 452 510.89 452.41 519.03 454 523 455.03 526.5 456 528.1 456.26 533.56 457.11 533.68 457.13 535.62 457.44 538.01 457.59 541.11 458 544.14 458 546.3 457.84 546.99 457.91 549.96 457.77 550.23 457.8 552.81 457.94 555.37 457.91 561.11 457.82 571.38 458.02 571.96 458.01 572.21 458.01 618.87 459.22 623.55 459.07 624.33 459.06 625.19 459.06 625.97 459.05 685.29 459.28 692.36 459.26 693.73 459.23 694.85 459.21 701.54 459.21 709.57 459.13 715.36 459 726.98 458 727.88 457.84 728.63 457.79 732.69 457 736.56 456.64 743.79 456.18 744.09 456.15 744.31 456.14 745.21 456.08 746.03 456.04 746.63 456 748.25 455.91 758.36 455.26 760.33 455 761.51 454.84 778.32 453.02 778.45 453 779.09 452.9 785.07 452 785.89 451.91 793.91 451 794.94 450.88 797.22 450.78 807.13 450 809.32 449.9 811.55 449.82 825.65 449.24 838.8 448.84 844.04 448.69 848.74 448.63 867.13 448.31 868.22 448.31 877.32 448.22 878.5 448.21 880.77 448.2 882.48 448.18 883.7 448.16 894.5 448.09 895.93 448.09 898.47 448.05 900.87 448 1081.28 448 1172.06 448 1191.11 448 1284.85 448 1287.77 449 1289.03 449.21 1290.65 449.69 1294.57 449.99 1294.65 449.99 1294.73 450.01 1307.66 452 1310.02 452.37 1310.73 452.5 1317.21 453.77 1318.34 454 1322.72 454.87 1324.32 455.17 1328.45 455.98 1334.11 457 1334.56 457.06 1335.34 457.16 1347.85 458 1352.87 458 1354.86 458.06 1356.2 458.11 1362.44 458 1570.78 458 1571.55 458.04 1571.7 458.04 1575.34 458.32 1575.88 458.33 1584.59 458.7 1587.82 458.71 1590.41 458.75 1594.88 458.87 1596.56 458.91 1598.29 458.96 1599.96 459 1602.09 459.12 1603.75 459.16 1614.98 459.37 1616.03 459.32 1619.17 459.39 1620.02 459.36 1625.3 459.49 1625.96 459.48 1629.57 459.58 1630.2 459.58 1634.38 459.7 1634.96 459.72 1639.9 459.96 1640.76 460 1646.84 460.38 1649.11 460.53 1650.4 460.62 1657.23 461.07 1660.52 461.3 1662.35 461.42 1666.55 461.74 1667.27 461.79 1669.76 462 1674.34 462.05 1674.63 462.06 1724.58 462.62 1726.79 462.67 1740.38 462.85 1743.24 462.92 1750.91 463.01 1760.71 463.27 1763.94 463.31 1765.59 463.36 1773.71 463.45 1775 463.46 1776.23 463.46 1780.77 463.51 1782.39 463.54 1783.49 463.55 1784.62 463.57 1786.76 463.59 1793.89 463.57 1794.6 463.56 1796.59 463.56 1797.24 463.55 1800.77 463.45 1801.83 463.41 1803.5 463.4 1804.66 463.35 1805.86 463.31 1806.99 463.26 1808.57 463.23 1809.58 463.19 1810.47 463.16 1811.53 463.11 1813.27 463.04 1814.84 462.99 1817.95 462.86 1823.66 462.72 1827.55 462.52 1828.48 462.5 1833.33 462.22 1836.83 462 1924.97 462 1941.11 462.67 1946.68 462.83 1952.76 463.06 1962.81 463.31 1967.34 463.47 1989.6 464 2037.56 464 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 243.76 .06 715.36 .03 1307.66 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 179 351.76 127.71 128.37 130.66 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 760 2037.56 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 29109 INPUT Description: Station Elevation Data num= 245 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 462.99 41.81 462.52 44.39 462.47 45.17 462.47 68.74 462 Page 23 DentonCreekFEMACorrected_effective_2_8_16.rep 89.68 461.26 107.06 460.51 109.67 460.41 118.33 460.03 119.05 460 119.33 459.96 131.94 458 137.33 456.86 141.33 456 149.45 454 157.42 452 159.03 451.66 166.6 450 176.19 448.2 177.22 448 190.75 446 191.67 445.91 229.16 442 246.47 436.97 263.78 442 275.5 444 292.53 447.56 294.61 448 304.43 450 311 451.49 313.21 452 322.15 454 322.79 454.11 324.33 454.36 330.43 455.39 334.14 456 345.91 457.74 347.7 458 381.97 458 383.07 457.92 389.76 457.54 392.02 457.44 394.31 457.3 397.93 457.16 399.99 457.04 422.61 456 423.82 456 425.71 454.53 426.37 454 427.05 453.5 429.12 452 431.2 450.6 432.07 450 432.76 449.53 435.1 448 436.62 447.03 438.35 446 442.2 444.06 442.32 444 450.47 442.82 454.24 442.41 455.7 442.34 459.18 442 472 440 484.82 442 488.3 442.42 493.09 443.13 496.11 443.55 496.99 443.68 498.94 444 500.5 451.09 503.63 450.76 504.74 451.47 506.82 456.96 507.76 457 511.35 457.16 521.95 457.34 522.25 456.93 522.33 457.35 524 457.42 527.9 457.94 528.46 457.93 528.6 458 529.86 458 532.28 458.23 532.58 458 534 457.2 534.28 457 535.89 456.09 536.04 456 537.77 455 538.42 454.63 539.32 454.11 541.2 453.64 542.91 453 544.03 452.78 546.2 452 548.36 451.49 550.07 451.08 550.43 451 551.58 451 552.74 450.93 554.57 450.72 556.13 450.53 567.28 453.07 569.19 453.35 572.35 453.75 572.63 453.82 574.71 454 576.66 454 579.58 454.14 579.83 454.15 583.33 454.22 583.83 454.24 586.89 454.29 590.78 454.31 591.52 454.33 592.88 454.36 593.8 454.39 595.1 454.45 596.2 454.49 602.08 455.09 603.57 455.21 604.65 455.31 606.09 455.45 607.15 455.54 613.5 456.23 624.55 456.23 625.09 456.29 638.94 456.73 642.56 456.76 646.34 456.74 647.09 456.74 649.45 456.65 652.01 456.59 656.1 456.43 657.55 456.23 659.11 456 661.96 455.59 663.56 455.38 663.89 455.34 664.28 455.29 670.82 454.57 683.67 453 684.13 452.94 684.37 452.91 697.5 450.82 702.96 450.57 705.92 450.49 757.83 450.1 760.38 450.35 761.44 450.46 764.01 450.54 779.71 450 780.15 450 806.47 449.33 817.28 449.08 819.13 449 833.51 448.35 833.63 448.34 833.94 448 1077.05 448 1194.49 448 1196.45 449 1197.19 449.06 1198.06 449.12 1204.47 449.61 1209.1 450 1209.41 450.03 1218.24 451 1226.95 451.63 1227.42 451.68 1249.76 454 1259.58 455.03 1259.68 455.04 1260.23 455.06 1262.1 455.25 1265.23 455.55 1267.95 455.79 1269.85 456 1278.13 456.81 1279.2 456.9 1279.55 456.94 1281.87 457.06 1287.36 457.6 1289.22 457.8 1297.88 458.7 1300.06 457.12 1302.36 456.62 1302.92 456.37 1304.57 456 1306.11 456 1320.34 454.38 1320.85 454.38 1323.63 454.37 1324.86 454.37 1325.3 454.38 1329.74 454.36 1330.42 454.37 1331.61 454.36 1332.47 454.38 1333.41 454.39 1334.31 454.42 1337.27 454.63 1338.25 454.73 1339.34 454.78 1341.55 455.01 1347.22 455.62 1347.91 455.67 1350.73 456 1359.33 458 1637.16 458 1640.31 458.07 1640.59 458.08 1640.95 458.09 1641.47 458.11 1680.47 459.17 1681.08 459.18 1709.86 460 1710.1 460.01 1765.95 460.96 1767.24 460.96 1792.39 461.15 1794.9 461.19 1801.9 461.28 1834.23 461.83 1842.63 462 1843.08 462.04 1843.25 462.05 1849.32 462.58 1851.93 462.79 1855.82 463.12 1861.3 463.56 1866.88 464 1871.83 464.21 1872.9 464.26 1882.05 464.65 1884.93 464.79 1901.89 465.54 1903.82 465.63 1904.99 465.68 1910.01 465.86 1910.55 465.86 1914.03 466 1983.93 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 229.16 .06 459.18 .05 642.56 .03 1249.76 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 149.45 322.15 106.2 108.51 122.95 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 670 1227.48 453 T 1227.48 1750 460.023 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 29001 INPUT Description: Station Elevation Data num= 211 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 461.07 35.07 460 36.48 459.79 44.34 458.62 48.68 458 54.05 456.74 57.25 456 59.3 455.57 73.22 452.56 75.88 452 83.63 450.22 84.61 450 102.71 448 106.56 447.02 110.42 446 120.14 444.03 120.27 444 129.48 442.92 134.95 442.37 136.59 442.19 138.58 442 157.33 440.67 164 436.87 171.06 440 174.96 440.42 188.42 442 200.31 444 203.28 444.64 218.68 448 221.71 448.73 226.91 450 232.47 451.42 234.77 452 242.56 454 250.49 455.94 250.72 456 264.17 458 268.24 458.37 270.14 458.49 277.91 459.14 281.63 459.32 284.6 459.55 289.52 459.73 290.52 459.8 291.03 459.84 297.06 460 318.92 460 319.7 459.96 319.93 459.92 324.3 459.44 332.17 458 332.98 457.73 333.59 457.53 338.61 456 339.92 455.76 344.28 454.98 347.91 454.11 348.2 454.05 348.42 454 349.72 454 354.76 453.5 359.35 453.17 368.36 452.43 370.13 452.29 373.25 452 383.78 450 384.54 449.8 391.66 448 394.31 447.46 401.33 446 426.3 439 451.27 446 463.31 448 472.64 449.79 483.83 452 485.12 452.2 485.81 452.25 485.96 452.26 502.23 454 507.13 454 510.67 454.75 517.41 456 518.25 455.85 522.61 455 525.65 454.37 527.24 454 530.58 453.3 531.97 453 532.53 452.89 533.52 452.86 540.71 452.77 545.33 452.62 550.76 451.53 551.12 451.46 553.71 451 553.98 450.95 554.85 450.8 588.54 450.75 589.91 450.7 592.96 450.72 594.47 450.75 597.31 450.66 597.66 450.56 600.3 450.67 602.01 450.62 619.23 450.41 624.04 450.54 624.7 450.46 626.38 450.36 643.94 450.49 648.54 450.36 654.19 450 660.46 449.44 671.63 448.43 675.46 448.03 675.59 448 969.28 448 969.45 448.17 971.82 448.57 973.75 448.98 973.91 449 976.09 449.27 976.98 449.39 978.11 449.75 978.89 450 978.97 450 980.66 450.49 981.88 450.85 983.42 451 983.52 451.01 985.21 451.17 987.39 452 995.06 454 995.35 454.08 997.13 454.52 1002.7 455.93 1003.02 456 1003.21 456.04 1005.64 456.59 1012.49 457.57 1012.76 457.61 1012.94 457.62 1013.22 457.63 1014.38 457.66 1020.6 457.88 1021.04 457.89 1022.94 458 1023.22 458 1023.84 458.03 1024.76 458.07 1048.33 458.93 1049.03 458.94 1049.15 458.95 1050.96 459 1052.09 459.16 1061.73 460 1244.96 460 1254.34 459.45 1265.41 459.15 1268.84 459.01 1268.97 459 1274.74 457.37 1279.81 456 1280.88 455.87 1285.97 455.28 1288.18 455 1291 454.68 1296.4 454.14 1298.15 454 1317.39 454 1319.3 454.76 1322.18 456 1327 457.46 1329.11 458 1540.2 458 1542.62 458.03 1542.92 458.04 1543.04 458.04 1548.07 458.11 1548.56 458.12 1556.69 458.26 1559.06 458.32 1567.28 458.47 1569.78 458.53 1577.61 458.68 1578.95 458.71 1585.04 458.83 1586.73 458.87 1596.32 459.07 1632.3 459.92 1635.35 460 1641.24 460.19 1641.62 460.2 1641.81 460.2 1657.94 460.71 1690.34 461.64 1691.88 461.69 1692.82 461.71 1703.41 462 1746.62 462 1752.76 462.57 1767.97 463.88 1768.5 463.92 1769.46 464 1777.58 464.2 1778.9 464.22 1799.38 464.7 1805.18 464.84 1808.74 464.87 1813.85 464.98 Page 24 DentonCreekFEMACorrected_effective_2_8_16.rep 1865.4 465.65 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 138.58 .06 517.41 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 59.3 242.56 74.53 74.5 75.84 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 520 1061.73 453 T 1061.73 1750 460 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28926 INPUT Description: Station Elevation Data num= 267 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 461.94 14.35 461.5 19.17 461.42 20.36 461.38 22.36 461.3 26.61 461.22 29.34 461.12 32.44 461.05 35.26 460.93 52.19 460.14 54.95 460 58.15 459.42 65.67 458 74.89 456 81.96 454.38 83.59 454 93.09 452 96.69 451.52 108.41 450 113.46 449.04 128.16 446.42 130.44 446 134.1 445.25 139.53 444 145.8 443.45 164.85 442 185 436.8 204.5 442 212.13 443.37 215.54 444 223.12 445.32 227.12 446 236.51 448 245.52 449.84 246.27 450 247.58 450.31 254.57 452 257.16 452.69 262.22 454 262.57 454.07 271.03 455.71 272.49 456 285.79 458 388.76 458 388.98 457.95 389.16 457.91 389.74 457.77 397 456 399.66 454.76 401.89 454 403.94 453.38 405.97 452.89 408.53 452.15 408.81 452.09 409.13 452 411.93 451.24 412.72 450.96 413.98 450.62 415.46 450.07 415.66 450 419.36 448.49 419.98 448.25 420.57 448 422.68 447.08 424.68 446.26 425.03 446.13 425.42 446 427.75 445.19 430.63 444.33 431.89 444 440.15 439 482.81 446 483.32 446.21 485.9 448 488.18 449.06 490.06 450 494.92 451.42 496.8 452 497.17 452.06 501.17 452.61 502.1 452.72 503.02 452.84 511.58 453.83 511.96 453.88 513.49 454.43 515.12 455.09 519.4 457.08 519.79 457 524.79 456 526.07 455.76 530.02 455 533.62 454.39 542.3 453.04 542.61 453 543.11 452.95 553.66 451.78 561.33 451.27 569.05 451.1 574.48 451.01 575.39 451 576.65 450.98 590.7 450.37 598.98 450.04 599.53 450.01 599.85 450 605.24 450 615.3 449.73 617.44 449.58 620.5 449.34 621.53 449.25 624.19 449 632.62 448.18 634.49 448.05 635.06 448 638.61 447.66 639.2 447.6 639.37 447.61 640.73 447.6 648.39 447.62 648.54 447.6 649.2 447.58 649.72 447.63 654.46 448 656.31 448.15 671.91 448.88 672.48 448.89 673.96 448.87 693.87 449.9 694.18 449.92 694.7 449.95 695.81 450 696.32 450.02 705.69 450.03 710.74 450.08 713.07 450.01 714.63 450.01 716.5 450.04 725.85 450.02 727.3 450 731.86 450 740.71 449.92 746.99 449.93 761.69 450 764.2 450 774.08 450.04 777.41 450.04 778.54 449.96 785.3 449.94 787.02 450 808.53 449.92 809.22 449.9 811.71 449.89 837.57 449.71 840.9 449.74 860.29 449.75 866.22 449.77 895.19 449.78 901.77 449.81 903.72 449.79 910.69 449.78 914.44 449.79 914.96 449.79 922.25 449.84 929.39 449.92 929.57 449.92 932.74 449.97 933.05 449.97 933.4 449.87 933.52 449.85 934.88 449.82 937.84 449.78 942.07 449.6 943.74 449.56 944.45 449.53 945.02 449.5 954.6 449.74 956.91 449.84 958.94 450 974.55 451 975.61 451.13 982.93 452 986.76 452.64 988.96 453 994 453.84 995.01 454 1001.52 455 1013.19 456.75 1014.62 457 1015.81 457.14 1025.56 458 1032.83 458.6 1033.25 458.61 1039.2 459 1050.38 459 1101.03 459.74 1114.54 460 1252.66 460 1281.25 459.46 1319.04 459.02 1320.32 459.01 1320.94 459 1328.43 457.54 1330.6 457.25 1333.43 456.78 1336.47 456.48 1337.57 456.35 1341.2 456.1 1341.41 456.08 1342.95 456 1344.93 455.95 1347.97 455.89 1350.32 455.88 1352.36 455.89 1360.16 456 1360.3 456 1363 456.02 1365.63 456.02 1367.88 456.04 1368.37 456.04 1368.72 456.06 1371.92 456.18 1373.83 456.32 1390.22 458 1531.6 458 1619.7 459.55 1621.97 459.57 1627.93 459.69 1629.47 459.7 1630.74 459.72 1638.03 459.86 1638.55 459.86 1638.96 459.87 1639.29 459.87 1646.39 460 1646.68 460.01 1646.81 460.02 1646.93 460.02 1656.5 460.45 1658.79 460.56 1664.62 460.82 1665.11 460.84 1665.56 460.87 1668.56 461 1677.28 461.43 1680.03 461.51 1681.69 461.59 1684.61 461.65 1685.61 461.7 1689.06 461.75 1689.64 461.78 1701.2 461.97 1702.27 462 1703.03 462 1716.52 462.17 1717.12 462.18 1717.85 462.2 1722.73 462.3 1724.68 462.36 1726.07 462.41 1752.48 463.23 1772.24 463.65 1774.19 463.79 1776.5 463.94 1777.39 464 1814.2 464 1892.1 465.03 1904.1 465.03 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 164.85 .06 524.79 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 83.59 262.22 112.79 112.46 119.21 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 520 1050 453 T 1114.54 1750 460 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28814 INPUT Description: Station Elevation Data num= 237 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 461.33 17.71 460.53 63.59 458.15 65.64 458.05 66.5 458 67.19 457.88 77.69 456 86.4 454 90.58 453.12 95.8 452 108.71 450.05 109.02 450 109.69 449.91 123.26 448 132.93 446 134.32 445.67 141.65 444 153.75 442.66 160.21 442 183 436.7 207.9 442 215.88 443.39 219.48 444 224.61 444.85 231.09 446 239.42 448 249.03 450 260.21 452 270.37 454 271.29 454.15 281.02 455.78 282.41 456 286.36 456.54 289.59 456.89 290.87 456.94 301.68 456.55 302.37 456.57 304.89 456 306.62 455.43 307.9 454.93 310.46 454 311.51 453.65 313.13 453.16 315.88 452.21 316.14 452.13 316.27 452.1 316.53 452 319.56 451.06 322.5 450 328.74 448.58 330.31 448.23 330.65 448.16 331.4 448 336.54 447.49 339.9 447.2 340.98 447.09 343.03 446.93 344.26 446.83 345.57 446.74 346.64 446.68 347.76 446.59 349.21 446.49 350.05 446.45 352.2 446.3 352.79 446.27 Page 25 DentonCreekFEMACorrected_effective_2_8_16.rep 355.99 446 361.25 445.47 362.44 445.27 365.37 444.95 367.76 444.52 368.75 444.41 370.93 444 413.61 438 449.42 443.78 449.67 443.75 453.81 443.95 454.57 444 457.48 444.41 458.19 444.57 460.22 445.07 461.95 445.43 462.53 445.58 463.71 446 465.86 446.75 469.16 448 470.33 448.42 472.03 448.97 474.86 450 481.69 452.27 481.9 452.32 483.74 452.77 484.67 452.92 486.19 453.16 488.39 453.41 489.4 453.55 493.12 453.98 493.29 454 495.06 454.17 499.93 454.66 502.36 455.41 504.46 455.79 506.74 456.05 506.96 456 511.26 455.12 511.96 454.97 516.68 454 517.13 453.91 518.59 453.61 529.22 452 530.39 451.86 537.99 451.64 542.13 451.59 545.96 451.43 547.64 451.38 559.08 450.67 568.1 450.28 582.62 450.39 594.07 450.6 596.2 450.62 597.84 450.65 605.64 450.94 615.96 451 620.94 451.08 632.51 451.33 635 451.39 637.59 451.42 638.41 451.42 666.9 451.61 703.79 451.1 705.87 451.08 707.71 451.13 718.02 451.47 725.53 451.47 739.01 451.62 764.19 451.76 764.37 451.76 778.77 451.73 792.16 451.63 792.27 451.62 796.82 451.67 797.73 451.62 799.65 451.41 800.69 451.32 803.75 451.62 805.6 451.79 806.19 451.76 817.35 451.97 823.5 452 824.2 452 825.08 452.01 847.27 451.93 850.2 451.89 854.22 451.88 865.79 451.76 877.34 451.79 889.49 451.76 899.86 451.63 903.56 451.69 934.07 451.25 941.95 451.16 950.68 451.12 975.78 451.11 984.47 451.76 990.28 452.83 990.79 452.89 991.17 452.93 991.42 453 1001.24 453.29 1004.28 453.41 1004.97 453.55 1009.66 454.46 1012.34 454.99 1022 456.67 1027.53 457.65 1029.6 458 1029.98 458.02 1031.59 458.02 1033.08 458.05 1038.4 458.12 1047.69 458.33 1048.4 458.33 1133.43 459 1140.95 459 1152.97 459.69 1165.77 460 1277.04 460 1288.81 459.42 1294.27 459 1300.72 459 1320.17 458.16 1320.8 458.12 1323.5 458.1 1324.36 458.05 1325.61 457.96 1327.97 457.93 1329.53 457.82 1331.28 457.78 1333.07 457.66 1334.95 457.55 1336.36 457.49 1338.19 457.4 1339.61 457.32 1341.38 457.25 1342.94 457.15 1344.44 457.06 1346.16 457 1347.45 456.92 1349.33 456.87 1351.66 456.82 1352.69 456.76 1355.76 456.68 1356.55 456.64 1360.45 456.54 1361.04 456.5 1365.81 456.38 1366.21 456.36 1371.81 456.19 1372.04 456.18 1378.02 456 1431.97 456 1433.38 456.14 1472.31 458 1568.93 458 1583.35 458.41 1646.74 460 1648.05 460.1 1648.23 460.12 1651.82 460.4 1652.77 460.48 1655.77 460.7 1658.33 460.9 1672.55 461.94 1672.77 461.96 1673.26 462 1786.35 464 1885.17 464 1889.3 464.06 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 160.21 .06 506.96 .03 529.22 .15 991.42 .15 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 86.4 270.37 144.83 150.57 156.54 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 506.74 1030 453 T 1165.77 1700 460 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28663 INPUT Description: Station Elevation Data num= 222 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 8.6 460 66.72 458.17 71.9 458 83.33 456 91.71 454.05 91.93 454 100.33 452.06 100.79 451.95 110.01 450 113.26 449.38 120.62 448 135.08 446 140.13 445.32 150.51 444 161.56 442.33 163.66 442 172.93 440 185 436.57 250 436.57 301.87 446 309.57 447.82 310.46 448 315.94 448.99 317.84 449.31 321.8 450 322.43 450.16 322.73 450.24 323.47 450.42 327.25 451.35 329.54 451.86 332.32 452.43 333.48 452.71 335.38 453.11 339.31 454 343.11 454.76 343.51 454.87 344.28 455.04 347.44 455.65 347.88 455.72 349.38 456 349.94 456 356.33 456.11 356.58 456.11 366.13 456.31 366.69 456.3 387.56 456 425.61 456 436.06 456.61 438.22 456.73 439.65 456.82 442.85 457 443.59 456.88 459.71 454.22 460.94 454 461.64 453.88 468.2 453.49 475.25 453 476.8 452.81 484.05 452.43 484.84 452.34 489.42 451.71 489.53 451.7 489.89 451.68 492.61 451.65 495.56 451.49 496.53 451.41 527.2 452 531.75 451.96 532.86 451.96 534.51 451.98 537.96 452.15 584.17 452.58 596.34 452.76 617.8 453 643.61 453.18 644.31 453.19 645.22 453.19 647.21 453.21 647.88 453.21 682.78 453.31 699.44 453.42 726.84 453.44 735.58 453.51 737.51 453.55 738.84 453.51 740.29 453.51 743.18 453.43 745.98 453.5 749.25 453.53 751.33 453.52 762.54 453.41 762.7 453.52 773.49 453.46 774.2 453.46 775.08 453.45 786.62 453.4 802.68 453.51 804.81 453.48 805.36 453.47 808.34 453.44 809.54 453.42 809.66 453.44 810.26 453.5 811.6 453.43 812.22 453.38 831.98 453.35 832.48 453.36 892.4 453.26 895.5 453.24 914.73 453.16 921.51 453.11 921.71 453.11 926.14 453.06 926.78 453.06 976.97 452.48 987.57 452.57 1012.44 452.52 1029.3 452.38 1030.49 452.63 1034.94 453.55 1037.59 454 1043.22 454.19 1051.33 454.52 1051.98 454.62 1052.92 454.73 1064.79 456.29 1068.75 456.76 1069.07 456.81 1070.42 457 1071.94 457.09 1075.38 457.27 1075.86 457.32 1077.2 457.39 1079.71 457.62 1081.64 457.72 1085.38 457.97 1085.81 458 1086.28 457.98 1087.63 457.94 1088.04 457.98 1090.84 458.11 1091.91 458.17 1104.36 458.91 1106.27 459 1167.1 459 1180.91 458.77 1185.59 458.93 1186.52 458.95 1189.07 458.95 1191.9 458.97 1209.28 459.51 1213.8 459.45 1217.12 459.43 1263.96 459.6 1267.79 459.58 1270.88 459.54 1274.06 459.59 1281.23 459.75 1311.75 458.98 1318.3 458.98 1319.09 459 1350.56 459.27 1351.18 459.27 1353.45 459.29 1353.84 459.29 1398.15 458.57 1398.69 458.58 1401.38 458.55 1407.04 458.51 1407.4 458.51 1409.82 458.49 1411.92 458.49 1435.74 458.38 1449.36 458.25 1454.44 458.24 1458.66 458.2 1458.96 458.2 1462.38 458.16 1462.56 458.16 1464.58 458.14 1464.9 458.14 1465.79 458.13 1466.02 458.14 1466.29 458.14 1466.57 458.13 1466.8 458.14 1467.13 458.14 1471.8 458 1586.81 458 1604.93 458.42 1605.31 458.44 1607.97 458.44 1609.7 458.46 1610.19 458.48 1612.37 458.5 1613.15 458.53 1618.74 458.59 1619.8 458.63 1622.71 458.66 1623.98 458.72 1626.66 458.74 1628.03 458.8 1630.34 458.83 1631.75 458.89 1633.6 458.91 1637.96 459.16 1639.13 459.18 1643.52 459.5 1644.11 459.51 1647.17 459.77 1647.44 459.78 1649.86 460 1655 460.24 1656.05 460.28 1667.89 460.81 1670.98 460.91 1675.05 461.08 1698.62 462 1700.03 462 1786.46 464 1877.85 464 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 150.51 .06 442.85 .03 527.2 .15 1085.81 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 91.93 339.31 237.61 236.89 239.54 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 400 1104.36 453 T Page 26 DentonCreekFEMACorrected_effective_2_8_16.rep 1104.36 1700 460 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28426 INPUT Description: Station Elevation Data num= 319 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 13.6 460 80.7 459.08 81.76 459.09 174.19 458.29 176.72 458.22 180.46 458.12 185.45 458.01 185.8 458 203.62 457.15 218.04 456.43 225.98 456 235.28 454.62 239.64 454 246.82 452.73 250.76 452 260.67 450 263.72 449.4 270.7 448 274.05 447.29 281.05 446 282.81 445.82 283.22 445.78 300.61 444 320 436.36 386.69 436.36 399.83 443.96 399.94 443.98 403.94 445.22 406.18 446 411.34 447.64 412.46 448 417.87 448.95 424.53 449.85 424.98 449.92 425.6 450 429.28 450.61 431.34 450.88 433.12 451.17 438.53 451.82 438.84 451.87 440.02 452 450.47 452.87 454.93 453.37 457.58 453.62 460.65 454 460.96 454 465.42 454.46 468.32 454.72 484.67 456 491.43 456 497.02 456.68 505.78 458 508.86 458.14 534.75 458.88 536.67 458.89 537.52 458.9 538.94 458.9 539.97 458.91 540.95 458.91 543.73 458.93 546.39 458.96 567.02 458 582.08 458 582.87 458.19 584.13 459 588.52 458 592.31 457.12 592.85 457 601.18 455 603.72 454.41 604.68 454.22 605.66 454 625.69 453 626.88 453 640.94 452 644.55 451.83 646.28 451.78 658.07 451.85 662.28 451.8 673.51 451.88 692.53 451.95 698.19 451.99 703.03 452 709.8 452.07 749.48 452.36 792.58 452.99 814.51 453.23 868.32 453.39 914.64 453.93 917.27 453.84 917.82 453.95 920.51 453.97 921.76 453.97 923.13 453.96 924.3 453.97 937.27 453.88 942.31 453.87 955.11 453.76 958.85 453.76 963.95 453.97 974.26 453.96 975.71 453.98 978.8 454 988.97 454 990.91 454.04 1000.3 453.92 1042.17 453.6 1099.83 453.32 1192.19 452.08 1198.89 452.02 1202.65 452 1212.98 452 1213.57 452.33 1213.69 452.54 1214.45 452.3 1214.76 452.52 1214.99 452.52 1215.3 452.46 1218.73 452 1227.09 452 1230.09 451.97 1239.53 451.62 1240.96 451.55 1244.4 451.72 1256.83 452.81 1258.72 453 1260.9 453.27 1266.09 453.93 1266.51 454 1267.23 454.11 1279.22 456 1279.44 456.03 1280.65 456.08 1290.2 456.32 1291.51 456.36 1299.75 456.79 1304.93 457 1305.06 457.01 1306.09 457.03 1308.9 457.16 1313.71 457.36 1317.56 457.54 1326.29 457.8 1339.8 458.05 1341.58 458.1 1349.43 458.63 1354.28 459 1355.13 459.06 1356.28 459.03 1358.1 459.05 1363.86 459.26 1364.78 459.46 1366.98 459.77 1368.72 459.7 1371.33 459.76 1378.38 459.66 1378.77 459.42 1379.14 459.21 1393.57 459 1393.69 459 1400.5 458.91 1401.72 458.89 1416.72 458.72 1421.94 458.69 1422.82 458.69 1424.37 458.72 1427.07 459 1428.01 458.92 1428.13 459 1428.94 459.42 1430.51 459.27 1433.12 459.55 1434.07 459.63 1434.35 459.65 1435.42 459.72 1436.46 459.8 1437.16 459.84 1441.21 460 1447.46 460.18 1448.36 460.2 1450.27 460.22 1450.59 460.21 1454.66 460.11 1462.75 459.89 1464.16 459.88 1464.72 459.91 1464.96 459.76 1465.72 459.64 1473.46 460 1475.17 460 1476.83 459.86 1483.79 459.78 1485.17 459.61 1490.21 459.91 1490.45 459.91 1492.64 459.94 1496.39 459.97 1497.82 460 1499.59 460.09 1499.78 460.09 1500.8 460.2 1510.14 460.26 1511.73 460.21 1512.25 460.17 1516.2 460 1520.19 460 1523.77 459.82 1524.6 459.82 1532.22 459.95 1550.64 460 1551.4 460 1561.36 460.07 1568.46 460.1 1573.71 460.15 1575.13 460.15 1582.47 460.19 1588.73 460.27 1589.88 460.28 1602.63 460.45 1604.66 460.5 1614.77 460.67 1616.06 460.74 1616.78 460.74 1617.47 460.7 1619.02 460.74 1631.82 460.85 1638.43 460.87 1639.36 460.87 1640.43 460.93 1640.59 460.93 1641.43 460.88 1647.23 460.94 1648.93 460.95 1650.05 461 1653.65 461 1662.06 461.09 1662.44 461.09 1665.4 461.12 1668.14 461.16 1688.94 461.73 1689.7 461.73 1695.08 461.44 1705.1 461.55 1706.01 461.87 1708.53 462 1719.55 462 1721.1 461.8 1721.24 461.83 1722.08 462 1722.39 462.17 1723.02 462.18 1737.14 462.72 1739.15 462.66 1742.33 462.55 1743.19 462.29 1753.86 462.51 1766.4 462.93 1771.73 463 1772.82 463 1773.29 463.02 1774.06 463 1791.82 463 1792.96 463.11 1795.75 463.07 1799.68 463.06 1802.96 462.77 1803.32 463 1803.59 463 1803.9 463.12 1811.93 463.67 1812.13 463.68 1812.49 463.65 1820.73 463 1835.22 463 1842.75 463.04 1845.5 463 1851.58 463 1851.84 463.01 1853.86 463.32 1855.03 463.03 1855.77 463 1857 463 1857.42 463.03 1857.58 463 1858.04 462.9 1858.21 462.86 1858.31 462.83 1858.78 462.9 1860.13 462.61 1860.17 460.72 1861.24 460.11 1862.84 462.56 1869.19 462.61 1883.73 462.68 1890.97 462.82 1900.16 463.21 1901.44 463.21 1928.18 462.58 1931.84 462.55 1933.52 462.61 1943.09 463 1945.86 463.1 1948.04 463.19 1964.92 463.74 1967.24 463.83 1971.14 464 1973.86 464.14 1974.42 464.15 1977.44 464.3 1978.74 464.35 1981.17 464.46 1983.37 464.54 1991.33 464.9 1995.49 465.02 1998.72 465.15 2001.43 465.27 2007.18 465.41 2017.53 465.83 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 300.61 .06 584.13 .03 692.53 .15 1279.22 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 239.64 460.65 134.42 135.57 141.66 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 530 2017.53 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28291 INPUT Description: Station Elevation Data num= 192 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 459.43 8.85 459.46 10.13 459.48 10.91 459.45 11.36 459.43 12.15 459.39 13.35 459.35 14.97 459.28 16.08 459.28 18.08 459.21 25.97 458.9 27.35 458.87 27.9 458.85 29.82 458.79 54.23 458 61.3 457.57 62.22 457.5 65.34 457.29 70.77 456.95 83.74 456 94.19 454 103.25 452 109.15 450.45 110.89 450 111.76 449.77 112.17 449.67 112.49 449.6 113.01 449.47 119.11 448 122.02 447.47 131.11 446 131.54 445.95 131.94 445.91 141.89 444.76 147.69 444.24 148.15 444.19 150.27 444 153.79 443.16 157.76 442 159.11 441.58 161.5 440.78 163.23 440.22 163.87 436.24 172 436.24 180.45 436.24 186.06 441.2 189.7 442 190.76 442.24 191.28 442.35 194.81 443.14 197.79 443.79 198.64 444 199.74 444.16 201.5 444.33 208.02 445.11 214.33 445.73 217.71 446 220.96 446.39 224.71 447.01 228.76 447.62 230.89 448 234.27 448.64 253.06 452 261.89 453.83 262.74 454 274.82 456 296.69 456 300.14 455.4 301.63 455.11 305.14 454.41 307.13 454 316.59 452 327.06 450 340.57 438 380.06 450 Page 27 DentonCreekFEMACorrected_effective_2_8_16.rep 393.38 451.46 398.59 452 414.09 454 415.28 454.57 418.42 456 420.69 457.39 421.86 458 453.51 458 456.39 458.1 459.15 458.16 459.96 458 460.14 457.96 462.99 457.39 464.25 457.13 464.91 457 465.29 456.92 474.88 455 475.17 454.94 479.21 454.05 479.43 454 479.54 453.98 483.94 453 484.47 452.88 492.49 452.56 503.17 452 508.95 451.37 512.5 451 535.31 451 538.61 451.06 549.79 451.11 568.57 451.05 568.72 451.02 578.28 451.12 583.12 451.1 585.52 451.31 604.32 451.49 612.06 451.53 625.26 451.71 630.87 451.72 641.52 451.88 645.33 451.92 665.6 452 666.96 452 711.83 452.12 719.89 452.09 781.48 452.1 784.26 452.16 784.42 452.17 802.99 452.32 810.9 452.29 822.86 452.34 829.47 452.34 855.4 452.23 861.01 452.17 878.51 452.25 911.13 452.2 911.66 452.21 931.5 452.12 936.5 452.07 959.38 451.72 964.97 451.68 998.27 451.24 999.98 451.25 1000.09 451.24 1023.36 451.41 1026.3 451.38 1037.77 451 1049.71 451 1054.08 451.12 1086.3 451.03 1091.97 451 1109.5 451.8 1119.61 452.06 1119.9 452.06 1123.42 452.14 1137.64 452.76 1145.81 453 1153.94 452.95 1154.83 452.97 1155.58 453.02 1164.54 453.79 1167.45 454 1178.02 454.24 1181.77 454.54 1184.59 455 1198.98 455.94 1199.82 456 1200.17 456.01 1206.8 456.42 1213.57 457 1228.07 458 1228.28 457.91 1229.9 458.08 1241.8 458.89 1242.84 459 1243.35 459.04 1256.12 460 1256.34 459.98 1265.38 460.44 1266.54 460.49 1267.34 460.53 1275.6 461 1289.81 461.76 1293.32 461.93 1294.68 462 1295.89 462 1296.62 462.03 1300.85 462.01 1307.24 462.03 1308.76 462.03 1313.45 462.05 1315.15 462.05 1320.9 461.89 1321.07 461.89 1324.06 461.82 1328.49 461.75 1330.09 461.72 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 180.45 .06 459.15 .03 604.32 .15 1037.77 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 94.19 262.74 161.65 158.91 145.72 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 450 1330.09 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28132 INPUT Description: Station Elevation Data num= 167 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 25.93 460 70.75 458 86.31 456 94.59 454.5 97.23 454 113.53 450 117.38 449.18 123.24 448 130.04 447.18 141.48 446 141.98 445.96 146.64 445.57 147.44 445.53 163.48 444 175 436.09 185 436.09 195 436.09 200.91 444 209.74 444.68 214.58 444.9 226.94 446 230.26 446.52 239.24 448 248.92 450 257.86 452 267.78 453.83 268.69 454 269.18 454.1 286.24 457.44 289.19 458 351.27 458 351.49 457.97 358.63 457.19 368.65 456.02 368.75 456.01 368.9 455.98 374.32 454 377.02 453.04 380.5 452 381.64 451.67 388.9 450 389.35 449.92 389.76 449.86 394.85 449.04 401.53 448.07 401.73 448.04 402.03 448 407.77 447.28 410.9 446.86 415 438 426.13 438 432.65 446.64 434.92 447.38 439.88 449.01 443.27 450 443.5 450.07 443.63 450.09 446.61 450.66 447.64 450.69 449.52 450.83 451.07 450.85 452.46 450.85 453.97 450.92 455.65 450.99 459.57 451.49 460.24 451.63 464.53 452.48 470.26 454 470.61 454.23 475.74 459.2 479.4 458.47 481.7 458 495.36 455.24 496.74 455 498.04 454.78 502.51 454 523 450.77 525.54 450.38 536.87 450.09 540.01 450 548.06 449.43 552.06 449.17 554.09 449.02 554.61 449 554.8 449 555.19 449.01 576.88 449.49 608.65 449.89 618.72 449.99 623.22 450.02 623.83 450.03 624.89 450.03 626.98 450.05 650.2 450.17 677.29 450.02 724.87 450.09 741.46 450.27 749.87 450.44 754.48 450.41 767.83 450.4 786.32 450.74 798.82 450.72 800.89 450.69 805.24 450.64 827.33 450.78 833.83 450.76 876.7 451.33 889.77 451.74 890.25 451.99 890.64 452 891.17 452 926.13 451.86 935.59 451.86 987.9 451.68 989.07 451.68 992.48 451.67 1001.81 451.31 1011.16 451 1013.48 450.87 1019.95 450.65 1029.16 449.11 1029.75 449.01 1029.94 449 1030.58 448.95 1040.02 448.96 1040.92 449.07 1045.77 449.65 1065.32 450.06 1065.73 450.07 1075.62 450.21 1079.03 450.21 1086.71 450.1 1088.05 450.12 1089.57 450.32 1097.29 450.54 1099.36 450.55 1105.25 450.65 1107.45 450.66 1139.54 451.06 1145.39 451.33 1156.58 452 1168.61 452.79 1175.6 453.3 1218.18 456.61 1230.86 457.49 1239.08 457.98 1239.88 458.03 1258.53 459 1262.09 459.28 1278.32 460.91 1279.48 460.85 1281.4 460.73 1298.02 459.21 1298.3 459.17 1301.36 459.13 1307.57 459.07 1307.86 459.06 1310.4 458.86 1314.3 458.82 1314.89 458.81 1315.49 458.87 1316.51 459 1317.43 459 1321.18 458.96 1321.59 458.96 1326.57 458.87 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 200.91 .06 479.4 .03 890.25 .15 992.48 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 97.23 268.69 118.59 122.83 143.93 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 475 1326.57 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28009 INPUT Description: Station Elevation Data num= 213 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 26.52 460 27.05 459.97 27.27 459.96 46.78 458.98 49.19 458.85 66.15 458 73.47 456.32 74.78 456 83.15 454 93.94 452 98.85 450.88 102.85 450 110.04 448.74 114.13 448 124.8 446 130.13 445.03 136.02 444 139.71 443.55 144.2 443.03 146.82 442.84 149.24 442.59 150.47 442.47 156.59 435.98 173 435.98 190.87 442 196.32 442.82 204.52 444 212.32 444.75 224.81 446 236.99 448 244.92 450 252.65 452 254.18 452.38 264.5 454.9 268.89 456 280.46 457.32 286.63 458 329.85 458 336.73 457.04 343.72 456 348.73 454 352.19 452 354.39 450.75 356.05 450 356.8 449.85 359.38 449.39 361.6 449.06 363.56 448.75 367.46 448.25 367.96 448.18 369.35 448 370.94 447.84 371.32 447.8 373.58 447.52 374.79 447.4 377.17 447.06 379.44 446.87 386.62 446 388.72 446 Page 28 DentonCreekFEMACorrected_effective_2_8_16.rep 392.22 444.93 395.45 444 401.56 438 428.82 438 434.21 443.79 434.67 443.94 434.84 444 440.09 445.74 440.86 446 445.88 447.67 446.86 448 457.73 451.62 470.9 456 474.67 456.1 475.93 456.14 490.17 456.18 490.85 456 492.16 455.64 493.4 455.42 495.49 455 500.4 454.33 502.74 454 510.03 453 511.59 452.79 517.33 452 518.02 451.9 522.59 451.46 548.79 449.1 549.67 449.07 551.09 449 558.17 448.75 560.68 448.68 562.88 448.52 563.67 448.46 570.61 448 572.87 448 573.34 447.87 573.43 447.97 573.65 447.89 574.45 447.91 574.5 447.47 574.56 447 574.64 446.29 574.84 446.24 575.86 446.55 576.78 446.25 577.56 446 644.13 446 646.05 446.26 647.15 446.33 647.23 446.34 647.63 446.24 655.45 447 661.98 447.49 664.88 447.61 665.99 447.69 668.39 448 673.45 448.16 676.39 448.17 676.91 448.09 680.95 448.09 687.34 448.27 697.83 448.49 712.58 448.67 750.8 448.98 751.39 448.99 753.11 449 759.88 449.05 780.9 449.12 781.71 449.13 791.19 449.23 802.77 449.28 810.48 449.44 827.47 449.48 836.54 449.43 838.02 449.48 847.12 449.49 875.43 449.7 880.02 449.64 904.7 449.7 908.1 449.67 911.32 449.67 916.11 449.61 936.21 449.25 941.47 449.23 957.9 449.06 960.44 449.11 963.61 449.03 964.07 449 964.38 448.96 964.55 448.93 965.09 448.81 965.21 448.79 965.48 448.73 968.14 448.15 969.25 447 1079.79 447 1090.9 447 1105.28 447 1109.97 447 1141.73 447 1141.91 447.9 1141.93 448 1142.11 448.87 1142.13 448.97 1142.72 449 1143.04 449 1146.79 449.42 1155.28 449.46 1167.94 449.67 1179.93 450 1216.17 450 1226.94 450.15 1230.77 450.39 1242.92 451 1251.28 451.99 1251.39 452 1251.56 452.02 1258.06 452.98 1260.32 453.26 1266.12 454 1270.41 454.58 1280.19 456 1280.26 456.01 1288.48 457.43 1292.02 458 1298.77 458.91 1306.56 460 1309.2 460.15 1323.31 460.9 1324.13 460.93 1329.63 461.22 1330.61 461.24 1334.01 461.4 1334.96 461.42 1336.02 461.47 1337.26 461.52 1338.13 461.53 1338.53 461.55 1339.59 461.54 1339.94 461.56 1341.58 461.55 1341.97 461.57 1344.42 461.56 1344.91 461.58 1345.47 461.61 1348.45 461.6 1349.06 461.62 1349.58 461.64 1352.6 461.62 1353.03 461.64 1363.05 462 1372.58 462 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 190.87 .06 490.17 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 83.15 264.5 92.6 92.58 92.69 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 490 1372.58 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 27916 INPUT Description: Station Elevation Data num= 149 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 31.29 460 57.77 458.87 59.01 458.81 77.76 458 86.59 456.52 89.63 456 89.82 455.95 97.45 454 103.68 452.3 104.75 452 111.58 450 120.86 448 133.32 446 139.35 444.7 142.53 444 154.32 442 155.4 441.92 175 435.9 196.19 435.9 207.81 442 223.95 444 233.14 446 247.43 449.03 251.89 450 258.56 451.65 260 452 268.11 454 279.24 455.95 279.53 456 279.74 456.02 279.96 456.05 283.09 456.36 297.72 457.85 299.24 458 339.07 458 339.3 457.92 346.3 456 347.94 455.3 351.27 454 352.9 453.31 355.92 452 360.45 450 361.41 449.57 364.97 448 368.09 446.59 369.41 446 371.01 445.79 371.43 445.79 374.93 438 390 438 407.99 446 409.05 446.43 412.76 448 414.47 448.76 417.13 450 421.94 451.67 423.26 452 428.49 453.36 431.12 454 433.21 454.62 437.98 456 439.04 456.31 440.08 456.47 442.78 457.04 448.71 457.86 448.95 457.9 449.68 458 466.76 458 468.74 457.69 472.11 457.15 472.51 457.08 481.32 456 483.16 455.77 492.36 454.65 493.16 454.6 507.51 453.06 508.04 453 517.36 452 521.19 451.61 522.17 451.48 526.06 451 530.18 450.76 548.45 449.77 559.81 449.37 576.08 448.91 584 448.75 586.93 448.68 588.44 448.62 588.71 448.61 604.26 448.08 606.75 448 610.4 447.49 612 447 1149.21 447 1149.35 447.59 1149.45 448 1149.48 448.13 1149.79 448.11 1155.15 448.43 1157.03 448.48 1159.68 448.64 1162.56 448.65 1166.98 448.64 1174.47 448.84 1176.95 448.87 1178.46 448.93 1182.53 449 1182.97 448.98 1199.19 448.98 1204.19 449.02 1206.01 449.04 1238.51 449.61 1241.31 449.68 1241.4 449.69 1241.59 449.69 1241.99 449.7 1243.41 449.75 1251.38 450 1261.47 450.62 1282.08 451.99 1282.25 452 1288.82 453 1289.25 453.07 1289.95 453.17 1292.39 453.53 1293.63 453.72 1295.52 454 1298.59 454.68 1304.06 456 1306.89 456.62 1313.09 458 1316.42 458.3 1326.8 459.19 1333.69 459.71 1334.41 459.77 1335.36 459.84 1335.69 459.86 1340.23 460.22 1340.61 460.24 1352.07 461.11 1353.53 461.14 1355.01 461.24 1361.36 461.4 1362.41 461.46 1367.83 461.59 1371.39 461.77 1372.02 461.79 1372.58 461.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 207.81 .06 481.32 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 97.45 268.11 39.58 41.32 49.51 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 466 1372.58 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 27875 INPUT Description: Station Elevation Data num= 141 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 17.92 460 58.39 458 77.3 456 85.8 454 86.36 453.85 93.35 452 101.23 450 109.35 448 119.55 446 131.8 444 146.41 435.86 170 435.86 191.03 442 191.43 442.05 208.19 444 215.61 445.25 219.89 446 221.22 446.31 228.66 448 229.5 448.2 237.24 450 244.29 452 251.63 454 262.3 456 287.26 457.77 288.46 457.86 289.03 457.9 289.36 457.92 289.56 457.93 289.7 457.94 292.32 458 293.21 458 298.14 457.89 298.42 457.87 298.78 457.85 299.98 457.77 308.32 457.4 322.16 456.55 325.86 456.34 331.46 456 336.58 454.86 340.6 454 341.08 453.95 358.37 452 Page 29 DentonCreekFEMACorrected_effective_2_8_16.rep 366.65 450.47 369.15 450 372.23 448.98 375.42 448 379.44 446.33 382.94 444.89 384.95 438 395.34 438 398.95 444.83 402.37 445.77 402.88 445.88 403.28 446 405.17 446.55 406.75 446.96 408.2 447.6 408.71 447.76 409.19 448 411.94 449.14 413.9 450 417.04 451.32 418.6 452 422.7 453.66 423.56 454 424.78 454.31 431.36 456 446.65 456.2 449.07 456.24 461.3 456.27 481.52 454.1 482.4 454 491.46 453.02 491.69 453 492.16 452.95 503.9 451.67 505.34 451.56 530.84 450.04 531.57 450 536.8 449.69 562.71 449.01 563.07 449.02 564.17 449.01 564.63 449 565.37 448.98 566.99 448.93 570.13 448.88 572.27 448.83 577.07 448.75 586.86 448.42 587.76 448.38 590.43 448.3 598.59 448 599.81 447.78 606.35 446.47 607.1 446.37 607.54 446.07 608.87 446 645.45 446 990.98 446 1108.45 446 1112.31 446.1 1114.46 446.66 1117.5 447 1117.55 447.27 1117.71 448 1118.51 448.04 1118.93 448.06 1125.2 448.35 1128.74 448.49 1129.23 448.5 1136.15 448.59 1137.1 448.6 1146.43 448.79 1147.11 448.8 1148.55 448.78 1153.86 448.65 1155.26 448.63 1174.85 448.43 1176.55 448.45 1235.12 449.41 1266.73 450 1266.87 450 1268.04 450.1 1274.77 450.64 1283.32 451.35 1285.23 451.5 1291.17 452 1305.18 454 1307.09 454.41 1314.16 456 1320.16 457.16 1324.65 458 1330.05 458.95 1335.82 460 1350.22 461.56 1354.18 462 1383.24 462 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 191.03 .06 482.4 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 85.8 251.63 239.83 240.39 239.58 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 461 1383.24 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 27635 INPUT Description: Station Elevation Data num= 176 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 37.57 460 45.83 459.54 64.34 458.59 66.17 458.49 75.55 458.06 76.79 458 78.47 457.83 80.22 457.62 87.98 456.75 93.37 456 104.22 454.01 112.33 452 114.74 451.42 120.72 450 127.82 448.48 130.15 448 141.85 446 155.87 444 172.44 435.65 185 435.65 197.9 435.65 219.12 444 234.86 445.88 235.84 446 247.5 448 257.95 450 261.43 450.96 265.09 452 267.71 452.56 274.35 454 287.51 455.35 294.04 456 310.36 456 313.41 455.1 317.01 454 318.3 453.64 324.3 452 325.14 451.82 333.06 450.15 333.76 450 346.69 448.16 347.92 448 360.67 446.54 365.04 446 368.71 438 380.09 438 381.06 444.66 382.44 445.66 382.89 446 385.43 447.79 385.69 448 386.02 448.18 386.22 448.21 386.87 448.3 391.05 449.35 397.2 449.88 397.69 449.95 398.49 450 411.73 450 412.82 450.14 416.5 450.42 418.75 450.71 423.82 451.25 426.99 451.73 428.65 452 429.54 452.59 431.96 454 432.24 454.17 433.91 455.13 435.07 455.82 435.41 456 438.01 457.51 438.96 458 455.05 458 482.06 456 497.77 454.45 501.2 454.12 502.39 454 534.18 452 577.2 450 583.27 449.8 584.66 449.76 596.65 449.36 637.28 448.09 638.03 448.07 640.16 448 646.26 447.68 650.24 447.51 660.53 447.02 662.89 446.9 675.11 446.42 677.36 446.31 685.08 446 706.77 446.14 776.47 446 1093.22 446 1121.66 446.54 1123.05 446.58 1124.05 446.62 1125.83 446.68 1128.52 446.76 1145.02 447.1 1147.82 447.22 1154.08 447.45 1157.66 447.57 1162.6 447.69 1165.33 447.8 1169.01 447.93 1171.27 448 1181.7 448 1200.74 448.22 1201.23 448.23 1203.72 448.25 1204.29 448.26 1204.78 448.26 1207.07 448.28 1208.23 448.3 1209.02 448.31 1220.81 448.42 1221.94 448.44 1247.39 448.62 1250.52 448.63 1251.36 448.65 1254.25 448.66 1254.94 448.68 1257.36 448.69 1258.28 448.7 1259.76 448.73 1262.05 448.74 1263.91 448.78 1265.81 448.81 1268.38 448.83 1269.94 448.86 1273.02 448.89 1274.4 448.91 1275.96 448.94 1279.08 448.96 1283.56 449.05 1288.68 449.12 1291.04 449.16 1293.37 449.21 1295.15 449.23 1315.17 449.58 1315.94 449.59 1326.08 449.79 1326.54 449.79 1330.44 449.87 1330.76 449.88 1331.09 449.88 1334.2 449.94 1334.37 449.95 1337.23 450 1337.86 450.03 1343.61 450.28 1344.23 450.32 1349.46 450.55 1350.96 450.63 1358.2 450.95 1361.62 451.15 1363.62 451.24 1369.2 451.58 1370.11 451.62 1376.21 452 1376.96 452.13 1384.35 453.5 1385.25 453.67 1387.04 454 1392.64 455.09 1397.42 456 1401.73 456.85 1407.21 458 1419.62 460 1439.81 461.48 1447.43 462 1482.35 462 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 197.9 .06 455.05 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 104.22 274.35 278.07 276.14 269.84 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 455 1482.35 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 27358 INPUT Description: Station Elevation Data num= 97 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460.72 43.13 460.38 43.26 460.38 46.19 460.3 52.72 460.1 55.52 460 56.63 459.85 70.02 458 79.52 456 87.55 454 96.75 452 101.76 451.04 105.99 450.29 107.58 450 113.51 448.68 114.24 448.51 116.55 448 131.65 446 169.62 435.4 172 435.4 185.29 435.4 216.3 445.96 216.46 445.98 216.64 446 226.31 447.53 229.41 448 237.95 449.44 241.51 450 247.86 451.62 249.28 452 259.4 453.41 263.21 454 274.5 456 303.18 456 314.91 452.54 316.82 452 320.18 451.28 325.84 450 325.96 449.99 330.99 449.5 333.47 449.31 347.53 448 355.32 438 374.67 438 382.14 446.4 383.32 446.73 384.98 447.17 385.65 447.5 387.13 448 388.43 448.46 389.78 448.73 392.45 449.38 393.78 449.77 394.69 450 396.48 450.33 400.32 451.12 404.42 452 405.11 452.11 415.79 454 430.21 456 433.14 456.27 434.63 456.4 447.22 457.55 449.79 457.72 453.77 458 470.26 458 495.87 456 511.52 454.03 511.72 454 530.54 452 Page 30 DentonCreekFEMACorrected_effective_2_8_16.rep 550.39 450 588.43 448 594.1 447.31 606.02 446 1356.49 446 1361.7 446.73 1371.83 448 1420.43 450 1439.92 451.5 1446.71 452 1459.52 454 1464 455.03 1468.41 456 1468.79 456.1 1469.19 456.18 1472.66 457.01 1477.63 458 1483.29 458.59 1485.94 458.85 1489.53 459.24 1497.7 460 1499.46 460.14 1500.1 460.2 1505.53 460.66 1518.43 461.84 1520.25 462 1547.14 462 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 185.29 .06 470.26 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 87.55 263.21 297.25 312.16 411.75 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 460 1547.14 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 27046 INPUT Description: Station Elevation Data num= 127 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 42.64 460 53.88 458 60.75 456.61 63.72 456 73.03 454 79.4 452.51 81.61 452 85.56 450.89 86.89 450.51 88.65 450 97.96 448 99.73 447.73 111.54 446 138 435.12 146 435.12 160.64 435.12 171.07 443.12 173.99 443.31 177.54 443.68 180.49 444 188.81 444.65 204.88 446 218.19 448 225.53 449.46 228.3 450 239.63 452 256.48 454 257.76 454.21 268.43 456 281.13 458 442.3 458 444.49 457.84 444.93 457.81 448.7 457.51 449.96 457.43 452.5 457.24 457.07 456.97 458.84 456.92 462.72 456.66 464.24 456.61 466.44 456.45 467.47 456.4 469.8 456.27 470.31 456.23 472.93 456.14 477.88 456 479.16 455.92 479.39 455.89 482.67 455.56 483.48 455.44 484.59 455.24 487.01 454.89 490.32 454.1 490.51 454.07 490.74 454 496.96 452 498.38 451.49 503.01 450 503.96 449.62 507.4 448 508.48 447.44 510.77 446 512.99 444.58 513.84 444 514.81 443.47 518.11 442 530 437 545 437 563.77 442 567.05 444 568.74 445.15 569.92 446 570.47 446.31 573.29 448 576.79 449.88 577.01 450 580.76 451.92 580.92 452 581.76 452.37 584.21 453.46 585.61 454 601.51 454 606.66 453.52 621.78 452 900.64 452 1036.34 450 1052.03 449.47 1073.32 448.79 1086.27 448.42 1087.18 448.39 1088.54 448.35 1097.82 448.12 1098.15 448.11 1102.66 448 1597.64 448 1614.28 450 1623.35 451.34 1624.5 451.5 1628.01 452 1628.53 452 1633.17 452.27 1638.86 452.55 1640.85 452.64 1645.93 452.9 1649.57 453.05 1652.77 453.21 1657.34 453.4 1658.8 453.47 1663.29 453.65 1671.58 454 1673.32 454.19 1673.8 454.24 1677.67 454.68 1679.74 454.86 1682.37 455.15 1686.38 455.49 1687.53 455.61 1692.25 456 1693.09 456.09 1693.28 456.12 1693.59 456.15 1698.79 456.77 1703.01 457.29 1708.56 458 1721.3 460 1762.29 460 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 160.64 .06 601.51 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 73.03 256.48 330.26 330.95 333.79 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 601 1762.29 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 26715 INPUT Description: Station Elevation Data num= 136 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 461.65 3.33 461.57 23.25 460.93 26.92 460.8 30.26 460.7 47.13 460.09 47.58 460.08 49.65 460 62.77 458 72.31 456 73.72 455.66 86.3 452.57 88.65 452 100.87 448.89 104.31 448 125.89 444 156.33 434.8 162 434.8 169.03 434.8 193.42 444 215.04 446 220.07 446.67 230.34 448 242.72 450 244.15 450.3 252.35 452 261.75 454 262.06 454 272.61 454.52 303.88 456 304.65 456 306.67 456.11 306.79 456.11 344.13 456.77 344.47 456.78 346.93 456.59 347.19 456.59 350.6 456.37 350.75 456.37 354.78 456.19 359.35 456.01 359.46 456 363.57 455.92 363.78 455.92 367.85 455.8 368.36 455.8 372.07 455.76 372.54 455.76 378.49 455.62 408.54 455.05 410.92 455.01 430.83 454.94 432.71 454.89 434.08 454.9 435.89 454.87 445.54 454.64 446.56 454.63 460.04 454 465.37 454 469.02 452.36 469.74 452 471.7 450.89 473 450 475.96 448 480.43 446.14 481.07 446 481.55 446 490 437 500.86 437 505 437 523.52 446 524.47 446 531.86 446.77 545.16 448 548.37 449.72 552.93 452 553.54 452.36 556.58 454 559.75 455.46 561.01 456 573.81 456 575.28 456 594.5 454 602.25 453.86 602.79 453.86 628.88 453.42 630.71 453.41 635.51 453.33 637.31 453.32 639.71 453.28 643.19 453.26 645.79 453.22 724.8 452.7 728.29 452.7 800.2 452 1009.11 452 1083.21 450 1083.56 450 1260.75 448.36 1297.55 448.11 1302.18 448.09 1302.42 448.09 1317.66 448 1499.48 448 1556.13 448.8 1605.32 449.68 1606.86 449.7 1624.12 450 1625.41 450.04 1625.82 450.04 1645.14 450.54 1647.65 450.58 1669.82 451.1 1684.99 451.35 1687.51 451.41 1699.08 451.6 1700.97 451.64 1708.44 451.76 1720.2 452 1724.01 452 1724.33 452.01 1731.72 452.32 1733.87 452.45 1739.97 452.73 1743.49 452.95 1746.97 453.12 1752.52 453.49 1753.69 453.55 1754.21 453.58 1760.36 454 1761.43 454.1 1780.73 456 1787.62 457.1 1799.08 458.85 1807.05 460 1827.06 460 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 169.03 .06 573.81 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 73.72 261.75 493.86 495.37 432.03 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 573 1827.06 453 T Page 31 DentonCreekFEMACorrected_effective_2_8_16.rep CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 26220 INPUT Description: Station Elevation Data num= 285 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 462 48.77 462 51.27 461.64 62.87 460 71.7 458 78.46 456.55 80.98 456 87.4 454.44 89.19 454 96.13 452 98.23 451.49 104.49 450 113.49 448.11 114 448 114.35 447.93 114.98 447.8 124 446 136.37 444 159.25 434.4 178 434.4 196.78 434.4 223.46 444 228.57 445.2 231.92 446 235.85 446.84 241.59 448 251.7 450 253.28 450.34 260.81 452 264.35 452.72 270.38 454 283.33 455.58 286.99 456 294.1 456.5 299.68 456.87 300.17 456.91 303.77 457.13 305.1 457.22 308.68 457.45 311.62 457.63 316.95 458 332.5 458 333.86 457.87 333.96 457.87 336.19 457.7 349.41 456.65 359.78 456 360.82 455.58 362.89 454.68 364.39 454 367.82 452.33 368.51 452 368.78 451.86 371.92 450 374.02 448.7 375.11 448 375.63 447.67 378.25 446 397.13 444.59 400.2 444.39 405.65 444 420 437 435 437 447.27 444 449.21 445.04 450.86 446 452.09 446.84 453.57 448 454.2 448.54 454.38 448.69 455.88 450 456.44 450.47 458.19 452 458.59 452.34 460.28 453.8 460.48 453.97 462 455.15 462.33 455.5 462.97 455.95 463.25 456 464.54 456 466 455.81 466.33 455.79 469.24 455.41 470.14 455.51 473.3 455.77 473.78 456 476.33 456 479.78 456.22 480.44 456.24 487.6 456.63 488.87 456.64 493.72 456.94 526.07 457.89 529 458 531.12 458 533.93 457.72 550.91 456 552.08 455.91 552.89 455.84 555.51 455.65 568.08 454.67 577.25 454 578.36 453.97 578.49 453.97 655.7 452.2 656.1 452.19 656.46 452.19 664.1 452 775.61 452 832.66 450.88 835.46 450.87 840.96 450.79 843.56 450.77 845.32 450.75 847.53 450.71 849.82 450.7 853.21 450.65 860.73 450.6 864.76 450.53 866.1 450.53 867.3 450.52 872.01 450.44 872.83 450.44 873.46 450.43 873.95 450.43 875.46 450.42 876.42 450.42 894.03 450 1208.67 450 1247 450.52 1251.58 450.5 1253.23 450.5 1257.84 450.48 1272.87 450.47 1293.24 450.33 1293.71 450.33 1296.42 450.3 1296.78 450.3 1298.84 450.28 1299.2 450.28 1301.1 450.27 1301.56 450.26 1302.11 450.26 1304.26 450.25 1304.84 450.25 1307.3 450.23 1307.89 450.23 1310.6 450.21 1311.17 450.21 1317.19 450.18 1317.67 450.18 1320.8 450.16 1321.24 450.16 1324.35 450.15 1324.7 450.15 1327.72 450.13 1327.96 450.13 1336.09 450.11 1342.45 450.09 1342.55 450.09 1345.15 450.08 1345.46 450.08 1348.71 450.06 1348.86 450.06 1356.52 450.05 1359.67 450.07 1369.26 450 1387.29 450 1393.84 449.95 1397.72 449.91 1401.6 449.89 1428.35 449.68 1428.9 449.68 1440.95 449.6 1441.65 449.59 1445.82 449.56 1446.73 449.55 1471.14 449.38 1499.91 449.31 1519.01 449.37 1521.45 449.35 1523.51 449.36 1524.44 449.35 1527.5 449.35 1529.96 449.34 1532.63 449.34 1534.41 449.33 1535.86 449.33 1537.2 449.32 1597.59 449.71 1600.89 449.76 1605.65 449.82 1605.77 449.82 1607.7 449.84 1609.8 449.85 1609.94 449.86 1612.6 449.87 1620.12 449.92 1620.28 449.92 1624.16 449.94 1624.33 449.95 1627.59 449.96 1627.73 449.97 1633.77 449.99 1648.43 450.09 1657.79 450.08 1659.55 450.09 1659.93 450.09 1660.12 450.1 1661.85 450.12 1662.08 450.13 1664.12 450.17 1664.38 450.17 1666.83 450.23 1667.15 450.24 1669.95 450.31 1670.41 450.32 1670.98 450.33 1674.15 450.41 1674.95 450.42 1678.03 450.5 1679.01 450.51 1681.65 450.58 1682.69 450.6 1684.72 450.62 1686.94 450.68 1691.33 450.75 1693.6 450.82 1698.96 450.91 1701.79 450.99 1712.21 451.19 1715.44 451.28 1730.42 451.62 1731.81 451.66 1740.48 451.84 1740.87 451.85 1741.07 451.85 1741.18 451.86 1741.31 451.86 1749.04 452 1749.45 452.02 1754.59 452.27 1755.56 452.32 1759.11 452.49 1760.81 452.6 1763.09 452.71 1764.57 452.8 1768.05 453.03 1771.65 453.28 1774.6 453.5 1775.52 453.56 1780.38 453.9 1781.89 454 1785.71 454.3 1786.77 454.37 1791.32 454.71 1793.57 454.84 1796.56 455.05 1799.38 455.2 1800.98 455.31 1803.82 455.46 1804.72 455.52 1807.17 455.64 1809.3 455.76 1809.73 455.79 1812.94 456 1813.37 456.05 1815.73 456.36 1818.04 456.7 1821.08 457.13 1826.87 458 1828.81 458.08 1828.95 458.08 1834.79 458.32 1835.41 458.34 1836.48 458.39 1840.84 458.56 1843.61 458.69 1848.11 458.87 1853.97 459.15 1858.19 459.33 1868.45 459.82 1872.08 460 1910.37 460 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 196.78 .06 533.93 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 89.19 270.38 1420.09 0 1661.08 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 533 1910.37 453 T Profile Output Table - Standard Table 1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 35082 10-YR 9400.00 435.46 460.44 448.41 460.77 0.000602 4.65 2214.49 365.39 0.23 Reach1 35082 50-YR 13200.00 435.46 461.90 450.52 462.39 0.000843 5.70 2911.76 907.06 0.28 Reach1 35082 100-YR 14900.00 435.46 462.45 451.35 463.00 0.000933 6.08 3275.70 1318.96 0.30 Reach1 35082 500-YR 36200.00 435.46 466.22 460.16 467.49 0.001844 9.90 6251.56 1851.58 0.43 Reach1 35082 ULT 100-YR 16681.00 435.46 462.87 452.19 463.49 0.001050 6.51 3562.30 1589.32 0.31 Reach1 33345 10-YR 9400.00 438.25 460.55 450.27 460.66 0.000232 3.05 3766.05 502.09 0.13 Reach1 33345 50-YR 13200.00 438.25 462.08 452.02 462.22 0.000269 3.49 4559.70 564.98 0.15 Reach1 33345 100-YR 14900.00 438.25 462.67 452.78 462.82 0.000279 3.63 4891.91 571.45 0.15 Reach1 33345 500-YR 36200.00 438.25 466.72 458.99 467.12 0.000505 5.58 7381.69 1229.61 0.21 Reach1 33345 ULT 100-YR 16681.00 438.25 463.11 453.64 463.29 0.000302 3.84 5147.63 576.37 0.16 Page 32 DentonCreekFEMACorrected_effective_2_8_16.rep Reach1 33158 10-YR 9400.00 438.15 460.44 456.41 460.59 0.000504 3.52 3138.06 486.49 0.18 Reach1 33158 50-YR 13200.00 438.15 461.96 457.05 462.15 0.000508 3.83 3896.01 510.90 0.18 Reach1 33158 100-YR 14900.00 438.15 462.54 457.30 462.74 0.000510 3.95 4194.40 522.84 0.19 Reach1 33158 500-YR 36200.00 438.15 466.45 459.76 466.98 0.000815 5.88 6440.83 1352.45 0.25 Reach1 33158 ULT 100-YR 16681.00 438.15 462.97 457.54 463.20 0.000539 4.14 4422.56 532.17 0.19 Reach1 32905 10-YR 9400.00 438.02 460.38 452.73 460.49 0.000284 3.08 3616.11 514.70 0.14 Reach1 32905 50-YR 13200.00 438.02 461.90 454.70 462.05 0.000304 3.41 4411.16 530.65 0.15 Reach1 32905 100-YR 14900.00 438.02 462.48 456.60 462.64 0.000312 3.54 4725.21 559.17 0.16 Reach1 32905 500-YR 36200.00 438.02 466.39 459.15 466.79 0.000519 5.28 7372.60 1714.45 0.21 Reach1 32905 ULT 100-YR 16681.00 438.02 462.91 456.88 463.09 0.000335 3.74 4970.69 583.33 0.16 Reach1 32763 10-YR 9400.00 437.96 460.35 452.97 460.45 0.000268 2.81 3732.53 520.71 0.14 Reach1 32763 50-YR 13200.00 437.96 461.87 454.30 462.00 0.000289 3.15 4541.37 628.22 0.15 Reach1 32763 100-YR 14900.00 437.96 462.44 456.06 462.59 0.000298 3.29 4923.60 729.96 0.15 Reach1 32763 500-YR 36200.00 437.96 466.35 458.74 466.70 0.000478 4.87 8100.94 1908.27 0.20 Reach1 32763 ULT 100-YR 16681.00 437.96 462.87 456.40 463.04 0.000319 3.47 5248.04 791.84 0.16 Reach1 32288 10-YR 9400.00 437.72 459.99 448.26 460.27 0.000471 4.30 2490.95 725.77 0.19 Reach1 32288 50-YR 13200.00 437.72 461.36 450.17 461.78 0.000652 5.36 2941.82 902.55 0.23 Reach1 32288 100-YR 14900.00 437.72 461.87 450.93 462.35 0.000733 5.80 3127.01 980.74 0.25 Reach1 32288 500-YR 36200.00 437.72 465.86 459.02 466.40 0.000871 7.26 7906.00 1365.77 0.28 Reach1 32288 ULT 100-YR 16681.00 437.72 462.21 451.66 462.77 0.000843 6.30 3397.84 1086.25 0.26 Reach1 31972 10-YR 9400.00 437.56 459.86 450.74 460.09 0.000555 4.17 2558.49 734.59 0.20 Reach1 31972 50-YR 13200.00 437.56 461.24 452.74 461.53 0.000632 4.74 3088.58 1173.48 0.22 Reach1 31972 100-YR 14900.00 437.56 461.75 453.55 462.08 0.000665 4.97 3306.48 1212.29 0.22 Reach1 31972 500-YR 36200.00 437.56 465.76 459.94 466.11 0.000624 5.60 8326.28 1484.86 0.22 Reach1 31972 ULT 100-YR 16681.00 437.56 462.08 454.37 462.46 0.000738 5.31 3521.08 1253.64 0.23 Reach1 31804 10-YR 9400.00 437.48 459.71 454.42 459.97 0.000861 4.52 2345.99 540.90 0.24 Reach1 31804 50-YR 13200.00 437.48 461.08 457.29 461.41 0.000857 4.87 2949.22 1096.42 0.24 Reach1 31804 100-YR 14900.00 437.48 461.59 457.59 461.95 0.000868 5.04 3188.39 1227.11 0.25 Reach1 31804 500-YR 36200.00 437.48 465.66 460.49 466.00 0.000661 5.27 8461.26 1751.30 0.22 Reach1 31804 ULT 100-YR 16681.00 437.48 461.91 457.89 462.32 0.000950 5.35 3340.36 1277.68 0.26 Reach1 31584 10-YR 9400.00 437.37 459.64 452.72 459.79 0.000545 3.41 2986.32 634.92 0.19 Reach1 31584 50-YR 13200.00 437.37 461.03 456.55 461.22 0.000539 3.64 3789.14 1076.31 0.19 Reach1 31584 100-YR 14900.00 437.37 461.55 456.87 461.76 0.000543 3.77 4105.54 1425.42 0.20 Reach1 31584 500-YR 36200.00 437.37 465.63 459.45 465.85 0.000443 4.17 10277.82 2036.63 0.19 Reach1 31584 ULT 100-YR 16681.00 437.37 461.87 457.11 462.11 0.000594 4.01 4303.68 1513.06 0.21 Reach1 31437 10-YR 9400.00 437.30 459.45 456.30 459.69 0.000851 4.19 2415.54 597.94 0.23 Reach1 31437 50-YR 13200.00 437.30 460.84 457.09 461.12 0.000820 4.41 3119.10 1299.34 0.23 Reach1 31437 100-YR 14900.00 437.30 461.36 457.37 461.66 0.000817 4.54 3417.09 1680.72 0.24 Reach1 31437 500-YR 36200.00 437.30 465.55 460.18 465.78 0.000505 4.38 10196.83 2832.84 0.19 Reach1 31437 ULT 100-YR 16681.00 437.30 461.66 457.65 461.99 0.000894 4.83 3595.30 1701.85 0.25 Reach1 31364 10-YR 13300.00 437.26 459.08 457.07 459.57 0.001953 6.36 2489.36 720.60 0.36 Reach1 31364 50-YR 18900.00 437.26 460.55 457.89 461.02 0.001562 6.25 3785.23 1507.37 0.33 Reach1 31364 100-YR 21300.00 437.26 461.12 458.14 461.56 0.001384 6.09 4427.64 1738.94 0.31 Reach1 31364 500-YR 36200.00 437.26 465.59 460.29 465.73 0.000298 3.50 13187.09 3390.97 0.15 Reach1 31364 ULT 100-YR 22468.00 437.26 461.51 458.33 461.91 0.001225 5.85 4912.87 1935.25 0.30 Reach1 31253 10-YR 13300.00 437.20 459.15 451.23 459.38 0.000587 4.46 3800.85 881.21 0.21 Reach1 31253 50-YR 18900.00 437.20 460.59 453.43 460.85 0.000604 4.83 5255.03 1992.24 0.22 Page 33 DentonCreekFEMACorrected_effective_2_8_16.rep Reach1 31253 100-YR 21300.00 437.20 461.15 454.21 461.41 0.000593 4.90 5953.34 2161.33 0.22 Reach1 31253 500-YR 36200.00 437.20 465.57 458.47 465.69 0.000237 3.65 14295.19 3401.45 0.14 Reach1 31253 ULT 100-YR 22468.00 437.20 461.53 456.49 461.78 0.000551 4.80 6449.38 2184.17 0.21 Reach1 31105 10-YR 13300.00 437.13 458.85 456.88 459.23 0.001752 5.90 2952.88 960.18 0.34 Reach1 31105 50-YR 18900.00 437.13 460.42 457.65 460.73 0.001249 5.51 4606.67 1905.70 0.29 Reach1 31105 100-YR 21300.00 437.13 461.01 457.97 461.30 0.001102 5.36 5294.29 1989.06 0.28 Reach1 31105 500-YR 36200.00 437.13 465.51 459.66 465.65 0.000360 3.80 13115.83 3327.60 0.17 Reach1 31105 ULT 100-YR 22468.00 437.13 461.40 458.10 461.67 0.000975 5.15 5765.70 2050.43 0.26 Reach1 31021 10-YR 13300.00 437.09 457.01 455.53 458.83 0.006872 11.42 1490.10 432.30 0.66 Reach1 31021 50-YR 18900.00 437.09 459.46 457.96 460.49 0.003622 9.68 3276.22 1669.85 0.50 Reach1 31021 100-YR 21300.00 437.09 460.46 459.37 461.13 0.002375 8.28 4354.74 1932.85 0.41 Reach1 31021 500-YR 36200.00 437.09 465.43 460.68 465.61 0.000567 5.03 12694.58 3790.98 0.21 Reach1 31021 ULT 100-YR 22468.00 437.09 460.98 459.50 461.53 0.001914 7.63 4939.52 1980.82 0.37 Reach1 30918 10-YR 13300.00 437.00 457.68 449.91 458.19 0.001069 6.08 2553.26 577.99 0.29 Reach1 30918 50-YR 18900.00 437.00 459.52 452.05 460.17 0.001220 7.05 3207.64 1175.72 0.31 Reach1 30918 100-YR 21300.00 437.00 460.26 452.80 460.96 0.001252 7.36 3508.07 1618.43 0.32 Reach1 30918 500-YR 36200.00 437.00 465.24 457.36 465.54 0.000580 5.97 13408.05 3932.82 0.23 Reach1 30918 ULT 100-YR 22468.00 437.00 460.65 453.11 461.36 0.001247 7.46 3676.02 1695.96 0.32 Reach1 30805 Denton Tap Road Bridge Reach1 30667 10-YR 13300.00 437.00 457.00 449.93 457.61 0.001545 6.56 2354.76 542.44 0.32 Reach1 30667 50-YR 18900.00 437.00 458.43 452.05 459.27 0.001976 7.93 2920.95 719.96 0.36 Reach1 30667 100-YR 21300.00 437.00 458.98 452.80 459.90 0.002102 8.38 3161.21 772.00 0.38 Reach1 30667 500-YR 36200.00 437.00 461.91 457.49 463.19 0.002551 10.37 4547.42 1350.72 0.43 Reach1 30667 ULT 100-YR 22468.00 437.00 459.29 453.11 460.23 0.002120 8.53 3301.71 822.25 0.38 Reach1 30229 10-YR 13300.00 438.00 456.95 449.96 457.07 0.000390 2.88 5295.81 1180.99 0.17 Reach1 30229 50-YR 18900.00 438.00 458.46 450.98 458.59 0.000392 3.19 6927.51 1214.11 0.17 Reach1 30229 100-YR 21300.00 438.00 459.04 451.35 459.18 0.000389 3.29 7577.41 1232.82 0.17 Reach1 30229 500-YR 36200.00 438.00 462.14 453.37 462.32 0.000357 3.69 11281.97 1850.58 0.17 Reach1 30229 ULT 100-YR 22468.00 438.00 459.37 451.53 459.52 0.000378 3.30 7949.82 1243.75 0.17 Reach1 30134 10-YR 13300.00 437.90 456.96 446.38 457.02 0.000208 2.00 7451.73 1110.60 0.10 Reach1 30134 50-YR 18900.00 437.90 458.47 447.52 458.54 0.000231 2.28 9190.03 1201.41 0.11 Reach1 30134 100-YR 21300.00 437.90 459.06 447.95 459.13 0.000234 2.35 9895.42 1210.44 0.11 Reach1 30134 500-YR 36200.00 437.90 462.16 450.39 462.27 0.000240 2.72 13769.78 1859.61 0.11 Reach1 30134 ULT 100-YR 22468.00 437.90 459.39 448.15 459.46 0.000230 2.37 10296.13 1215.32 0.11 Reach1 29439 10-YR 13300.00 437.27 456.19 449.78 456.64 0.002068 5.87 2637.28 374.97 0.32 Reach1 29439 50-YR 18900.00 437.27 457.42 451.47 458.09 0.002728 7.27 3135.22 435.80 0.38 Reach1 29439 100-YR 21300.00 437.27 457.91 452.07 458.66 0.002946 7.77 3357.13 489.93 0.40 Reach1 29439 500-YR 36200.00 437.27 460.00 455.38 461.64 0.005427 11.75 4821.35 1164.71 0.55 Reach1 29439 ULT 100-YR 22468.00 437.27 458.06 452.36 458.96 0.003513 8.56 3437.20 578.64 0.43 Reach1 29363 10-YR 13300.00 437.20 456.17 449.70 456.45 0.001366 4.74 3299.10 591.70 0.27 Reach1 29363 50-YR 18900.00 437.20 457.46 451.31 457.82 0.001528 5.41 4098.07 636.93 0.29 Reach1 29363 100-YR 21300.00 437.20 457.98 451.92 458.37 0.001555 5.61 4434.25 663.02 0.30 Reach1 29363 500-YR 36200.00 437.20 460.60 455.47 461.07 0.001458 6.26 6816.71 1146.09 0.30 Reach1 29363 ULT 100-YR 22468.00 437.20 458.22 452.21 458.62 0.001553 5.69 4609.63 751.99 0.30 Reach1 29238 10-YR 13300.00 437.09 456.09 456.29 0.000812 4.19 3998.91 886.67 0.23 Reach1 29238 50-YR 18900.00 437.09 457.42 457.65 0.000754 4.42 5226.32 951.74 0.23 Page 34 DentonCreekFEMACorrected_effective_2_8_16.rep Reach1 29238 100-YR 21300.00 437.09 457.96 458.19 0.000726 4.48 5743.66 1003.76 0.23 Reach1 29238 500-YR 36200.00 437.09 460.64 460.88 0.000620 4.78 9483.71 1509.12 0.22 Reach1 29238 ULT 100-YR 22468.00 437.09 458.20 458.44 0.000735 4.57 6040.17 1266.61 0.23 Reach1 29109 10-YR 13300.00 436.97 456.05 448.54 456.19 0.000499 3.59 4648.80 1012.31 0.20 Reach1 29109 50-YR 18900.00 436.97 457.37 450.08 457.55 0.000539 4.06 5948.58 1146.66 0.21 Reach1 29109 100-YR 21300.00 436.97 457.91 450.70 458.09 0.000529 4.16 6506.92 1176.63 0.21 Reach1 29109 500-YR 36200.00 436.97 460.61 454.74 460.80 0.000438 4.36 11036.55 1640.73 0.20 Reach1 29109 ULT 100-YR 22468.00 436.97 458.15 451.07 458.34 0.000536 4.24 6768.41 1505.08 0.21 Reach1 29001 10-YR 13300.00 436.87 455.97 448.84 456.13 0.000635 3.74 4513.62 899.01 0.21 Reach1 29001 50-YR 18900.00 436.87 457.29 450.35 457.48 0.000634 4.10 5664.85 935.31 0.21 Reach1 29001 100-YR 21300.00 436.87 457.82 450.94 458.03 0.000628 4.22 6137.62 955.12 0.21 Reach1 29001 500-YR 36200.00 436.87 460.47 454.88 460.73 0.000697 5.14 9791.30 1630.90 0.24 Reach1 29001 ULT 100-YR 22468.00 436.87 458.06 451.21 458.27 0.000629 4.28 6355.28 1181.90 0.22 Reach1 28926 10-YR 13300.00 436.80 455.90 448.60 456.08 0.000642 3.96 4237.09 803.70 0.22 Reach1 28926 50-YR 18900.00 436.80 457.21 450.18 457.43 0.000669 4.42 5309.91 887.47 0.23 Reach1 28926 100-YR 21300.00 436.80 457.74 450.79 457.97 0.000665 4.55 5756.44 910.21 0.23 Reach1 28926 500-YR 36200.00 436.80 460.36 454.88 460.66 0.000786 5.69 9219.83 1607.10 0.26 Reach1 28926 ULT 100-YR 22468.00 436.80 457.98 451.09 458.22 0.000665 4.61 5961.19 920.22 0.23 Reach1 28814 10-YR 13300.00 436.70 455.85 447.05 455.99 0.000610 3.69 5306.69 912.48 0.20 Reach1 28814 50-YR 18900.00 436.70 457.13 448.54 457.34 0.000824 4.67 6497.76 1064.10 0.24 Reach1 28814 100-YR 21300.00 436.70 457.65 449.05 457.89 0.000867 4.95 6997.11 1090.97 0.25 Reach1 28814 500-YR 36200.00 436.70 460.21 451.69 460.55 0.001085 6.37 10620.57 1625.49 0.29 Reach1 28814 ULT 100-YR 22468.00 436.70 457.89 449.28 458.13 0.000889 5.09 7223.19 1103.23 0.26 Reach1 28663 10-YR 13300.00 436.57 455.66 445.42 455.88 0.000678 3.92 4607.90 871.81 0.19 Reach1 28663 50-YR 18900.00 436.57 456.88 447.21 457.20 0.000899 4.82 5753.73 988.44 0.23 Reach1 28663 100-YR 21300.00 436.57 457.38 447.88 457.73 0.000963 5.11 6254.35 1001.66 0.24 Reach1 28663 500-YR 36200.00 436.57 459.83 451.25 460.36 0.001279 6.59 8810.99 1634.02 0.28 Reach1 28663 ULT 100-YR 22468.00 436.57 457.61 448.18 457.98 0.000993 5.25 6481.79 1005.48 0.24 Reach1 28426 10-YR 13300.00 436.36 455.33 455.66 0.001188 4.87 3837.49 920.69 0.26 Reach1 28426 50-YR 18900.00 436.36 456.45 456.91 0.001514 5.89 4895.60 975.52 0.29 Reach1 28426 100-YR 21300.00 436.36 456.93 457.43 0.001590 6.21 5370.14 1000.67 0.30 Reach1 28426 500-YR 36200.00 436.36 459.30 459.97 0.001911 7.69 8036.41 1349.22 0.35 Reach1 28426 ULT 100-YR 22468.00 436.36 457.15 457.66 0.001626 6.35 5587.46 1012.76 0.31 Reach1 28291 10-YR 13300.00 436.24 455.16 455.48 0.001488 5.39 3850.77 1009.89 0.31 Reach1 28291 50-YR 18900.00 436.24 456.29 456.67 0.001685 6.18 5016.11 1075.23 0.34 Reach1 28291 100-YR 21300.00 436.24 456.79 457.17 0.001636 6.29 5561.82 1091.92 0.33 Reach1 28291 500-YR 36200.00 436.24 459.22 459.66 0.001583 7.07 8381.11 1228.15 0.34 Reach1 28291 ULT 100-YR 22468.00 436.24 457.01 457.40 0.001622 6.35 5808.18 1099.28 0.33 Reach1 28132 10-YR 13300.00 436.09 454.93 455.29 0.000924 5.70 3567.85 980.12 0.33 Reach1 28132 50-YR 18900.00 436.09 456.10 456.48 0.000929 6.11 4738.08 1018.93 0.33 Reach1 28132 100-YR 21300.00 436.09 456.61 456.99 0.000895 6.16 5267.33 1039.65 0.33 Reach1 28132 500-YR 36200.00 436.09 459.06 459.49 0.000855 6.77 8014.80 1230.44 0.33 Reach1 28132 ULT 100-YR 22468.00 436.09 456.84 457.22 0.000885 6.20 5505.13 1049.18 0.33 Reach1 28009 10-YR 13300.00 435.98 454.94 455.16 0.000555 4.51 4356.08 1083.77 0.26 Reach1 28009 50-YR 18900.00 435.98 456.10 456.34 0.000581 4.93 5631.64 1117.43 0.27 Reach1 28009 100-YR 21300.00 435.98 456.61 456.86 0.000575 5.04 6211.00 1146.16 0.26 Reach1 28009 500-YR 36200.00 435.98 459.06 459.35 0.000557 5.56 9145.34 1254.70 0.26 Page 35 DentonCreekFEMACorrected_effective_2_8_16.rep Reach1 28009 ULT 100-YR 22468.00 435.98 456.84 457.09 0.000569 5.07 6472.99 1152.01 0.26 Reach1 27916 10-YR 13300.00 435.90 454.80 455.09 0.000573 5.11 3949.10 1070.87 0.28 Reach1 27916 50-YR 18900.00 435.90 455.96 456.28 0.000598 5.54 5217.23 1103.34 0.29 Reach1 27916 100-YR 21300.00 435.90 456.49 456.80 0.000577 5.58 5798.32 1122.12 0.28 Reach1 27916 500-YR 36200.00 435.90 458.95 459.30 0.000563 6.12 8727.15 1268.08 0.28 Reach1 27916 ULT 100-YR 22468.00 435.90 456.72 457.03 0.000571 5.61 6057.74 1130.60 0.28 Reach1 27875 10-YR 13300.00 435.86 454.70 455.06 0.000675 5.51 3704.99 1094.10 0.30 Reach1 27875 50-YR 18900.00 435.86 455.90 456.25 0.000667 5.82 5033.68 1132.01 0.30 Reach1 27875 100-YR 21300.00 435.86 456.42 456.77 0.000652 5.89 5634.81 1186.64 0.30 Reach1 27875 500-YR 36200.00 435.86 458.93 459.27 0.000567 6.12 8753.65 1290.24 0.28 Reach1 27875 ULT 100-YR 22468.00 435.86 456.65 457.00 0.000638 5.89 5918.29 1197.52 0.29 Reach1 27635 10-YR 13300.00 435.65 454.56 454.83 0.001080 4.96 3812.02 1189.63 0.28 Reach1 27635 50-YR 18900.00 435.65 455.78 456.03 0.000912 4.92 5293.69 1233.29 0.26 Reach1 27635 100-YR 21300.00 435.65 456.31 456.56 0.000845 4.89 5957.69 1266.05 0.25 Reach1 27635 500-YR 36200.00 435.65 458.85 459.10 0.000637 4.83 9265.66 1353.09 0.23 Reach1 27635 ULT 100-YR 22468.00 435.65 456.56 456.79 0.000810 4.85 6265.08 1272.71 0.25 Reach1 27358 10-YR 13300.00 435.40 454.17 454.50 0.001373 5.34 3485.12 1234.93 0.31 Reach1 27358 50-YR 18900.00 435.40 455.50 455.77 0.001030 5.05 5157.00 1278.34 0.27 Reach1 27358 100-YR 21300.00 435.40 456.06 456.31 0.000933 4.98 5878.08 1325.28 0.26 Reach1 27358 500-YR 36200.00 435.40 458.68 458.92 0.000636 4.73 9467.87 1419.11 0.23 Reach1 27358 ULT 100-YR 22468.00 435.40 456.32 456.56 0.000878 4.91 6222.19 1333.80 0.26 Reach1 27046 10-YR 13300.00 435.12 453.66 453.98 0.001600 5.25 3180.44 1330.26 0.31 Reach1 27046 50-YR 18900.00 435.12 455.13 455.37 0.001134 4.83 5190.67 1392.18 0.27 Reach1 27046 100-YR 21300.00 435.12 455.74 455.96 0.000934 4.56 6055.30 1410.25 0.25 Reach1 27046 500-YR 36200.00 435.12 458.46 458.67 0.000630 4.36 10102.52 1660.21 0.21 Reach1 27046 ULT 100-YR 22468.00 435.12 456.02 456.23 0.000866 4.47 6451.26 1420.32 0.24 Reach1 26715 10-YR 13300.00 434.80 452.68 453.29 0.002568 6.67 2188.86 1264.49 0.40 Reach1 26715 50-YR 18900.00 434.80 454.51 454.89 0.001753 6.00 4406.34 1478.55 0.34 Reach1 26715 100-YR 21300.00 434.80 455.30 455.59 0.001282 5.37 5612.21 1569.83 0.29 Reach1 26715 500-YR 36200.00 434.80 458.27 458.47 0.000574 4.25 10622.75 1734.34 0.21 Reach1 26715 ULT 100-YR 22468.00 434.80 455.64 455.90 0.001118 5.11 6152.30 1603.61 0.28 Reach1 26220 10-YR 12800.00 434.40 451.80 445.21 452.30 0.001580 6.13 2364.77 1204.78 0.35 Reach1 26220 50-YR 18200.00 434.40 453.30 447.37 453.97 0.002061 7.29 3102.50 1433.54 0.40 Reach1 26220 100-YR 20600.00 434.40 454.67 448.01 455.02 0.001141 5.76 5125.39 1510.59 0.30 Reach1 26220 500-YR 36200.00 434.40 458.00 451.32 458.21 0.000539 4.69 10494.11 1737.50 0.21 Reach1 26220 ULT 100-YR 22468.00 434.40 455.07 448.48 455.39 0.001041 5.62 5733.16 1528.23 0.29 Page 36 DentonCreekFEMA_Proposed_2_8_16.rep HEC-RAS Version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Denton Creek FEMA Project File : DentonCreekFEMA.prj Run Date and Time: 2/8/2016 8:09:39 AM Project in English units PLAN DATA Plan Title: Proposed Plan File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.p09 Geometry Title: Proposed Geometry File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.g13 Flow Title : Corrected Effective Flows Flow File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.f03 Plan Summary Information: Number of: Cross Sections = 37 Multiple Openings = 0 Culverts = 0 Inline Structures = 0 Bridges = 1 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: Corrected Effective Flows Flow File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.f03 Flow Data (cfs) River Reach RS 10-YR 50-YR 100-YR 500-YR ULT 100-YR DentonCreek Reach1 35082 9400 13200 14900 36200 16681 DentonCreek Reach1 31364 13300 18900 21300 36200 22468 DentonCreek Reach1 26220 12800 18200 20600 36200 22468 Boundary Conditions River Reach Profile Upstream Downstream DentonCreek Reach1 10-YR Known WS = 451.8 DentonCreek Reach1 50-YR Known WS = 453.3 DentonCreek Reach1 100-YR Known WS = 454.67 DentonCreek Reach1 500-YR Known WS = 458 DentonCreek Reach1 ULT 100-YR Known WS = 455.07 GEOMETRY DATA Geometry Title: Proposed Geometry File : g:\Production500\000800\B000810\Design\001\Water Resources\HEC-RAS\DentonCreekFEMA.g13 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 35082 INPUT Description: Copied from Kimley Horn King's Lake LOMR RAS Model Station Elevation Data num= 86 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -1931.05 472 -1741 472 -1740 466-1738.13 464.23-1662.95 463.41 -1658.45 463.29-1649.56 463.24-1641.77 463.14-1620.44 462.79-1556.76 462.3 -1551.92 462.3-1454.23 462.05-1452.97 462.06-1452.12 462.05-1426.95 462.22 -1364.12 462.91-1356.27 462.87-1348.63 462.81-1333.67 462.57-1307.43 461.37 -1304.31 461.54-1271.98 461.91-1270.37 461.91-1269.56 461.92-1256.28 461.72 -1216.39 462.76-1199.55 463-1158.04 462.67-1155.23 462.67-1125.58 462.2 -1122.84 462.15-1070.49 461.46-1057.18 461.28-1055.88 461.31-1055.32 461.29 -1054.81 461.29 -955.96 462.95 -955.3 462.95 -859.02 460.66 -855.9 460.65 -851.67 460.71 -755.59 462.68 -754.89 462.67 -698.46 461.26 -693.34 461.2 -680.42 461.93 -668.11 461.8 -662.6 461.088 -659.21 460.65 -653.93 460.62 -646.63 461.29 -597.71 460.46 -592.98 460.45 -592.74 460.38 -560.43 458.73 Page 1 DentonCreekFEMA_Proposed_2_8_16.rep -557.77 458.85 -554.37 459 -551.32 459 -508.26 459.63 -455.68 458.72 -455.05 458.71 -408.03 460.04 -355.88 461.22 -354.39 461.24 -317.05 461.48 -255.52 461.88 -255.34 461.88 -255.13 461.88 -214.34 462.19 -201.14 462.48 -155.57 463.02 -155 463.03 -77.34 463.31 -67.33 460.69 -57.7 459.1 -50.81 457.65 -48.13 455.99 -41.68 455.96 -33.81 455.47 -22.27 443.98 -20.7 442.2 -20.61 442.1 0 435.46 35.22 442.54 107.92 463.59 114 468 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val -1931.05 .1 -77.34 .04 107.92 .1 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. -77.34 107.92 130.5 130.5 130.5 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent -1931.05 -700 468 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 33345 INPUT Description: Station Elevation Data num= 287 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 477.84 1.44 477.91 1.72 477.92 3.59 478 16.71 478 19.8 477.65 32.87 476.34 35.27 476.09 35.59 476.06 36.26 476 44.72 474.18 45.64 474 49.49 472.99 53.08 472 54.29 471.77 55.41 471.52 62.55 470 62.7 470 105.2 469.54 147.01 469.11 230.13 468.31 231.53 468.3 262.38 468 376.12 468 397.93 468.54 398.6 468.58 399.25 468.63 400 468.67 401.02 468.73 402.41 468.82 404.32 468.93 421.93 470 427.06 470.75 434.62 471.91 435.22 472 444.72 473.3 450.29 474 463.41 474 463.82 473.94 478.04 472.09 478.41 472.05 478.8 472 489.13 470.26 490.61 470 500.99 469.07 508.48 468.62 511.44 468.39 518.8 468 734.24 468 737.01 467.95 903.52 466 1038.31 466 1040.31 466.11 1045.11 466.37 1045.38 466.37 1045.81 466.38 1049.23 466.55 1050.13 466.55 1052.94 466.68 1053.33 466.7 1053.55 466.71 1054.86 466.71 1055.06 466.72 1055.24 466.73 1056.42 466.72 1056.71 466.74 1058.7 466.86 1059.62 466.85 1061.6 466.96 1063.57 467.06 1064.38 467.04 1067.22 467.19 1070.29 467.31 1071.4 467.34 1072.71 467.3 1074.41 467.35 1075.36 467.37 1077.28 467.32 1078.41 467.34 1079.11 467.35 1081.29 467.3 1082.18 467.31 1083.09 467.33 1085.09 467.28 1086.48 467.25 1087.46 467.27 1088.4 467.25 1179.17 466 1180.04 466 1191.21 466.3 1191.63 466.31 1192.17 466.32 1192.74 466.32 1194.21 466.29 1194.66 466.29 1196.36 466.27 1196.73 466.27 1202.63 466.2 1202.9 466.2 1210.13 466.1 1210.29 466.1 1214.96 466.03 1217.37 466 1297.71 466 1310.33 466.2 1310.5 466.2 1310.74 466.21 1315.22 466.29 1315.68 466.3 1320.34 466.39 1324.51 466.44 1325.3 466.47 1328.82 466.51 1331.53 466.53 1332.6 466.58 1334.37 466.59 1335.75 466.65 1338.97 466.71 1340.59 466.77 1341.5 466.79 1343.23 466.84 1343.71 466.86 1347.52 466.92 1376.85 467.05 1378.88 467.07 1381.01 467.07 1382.8 467.08 1383.31 467.05 1385.66 467.05 1386.63 467.02 1388.53 466.99 1389.88 466.96 1391.39 466.92 1392.15 466.89 1393.94 466.85 1398.44 466.79 1399.4 466.73 1401.91 466.7 1404.3 466.69 1405.46 466.61 1409.65 466.61 1410.78 466.54 1412.41 466.55 1413.22 466.5 1413.63 466.48 1413.79 466.47 1415.27 466.49 1437.95 466.3 1438.68 466.32 1446.5 466.38 1447.87 466.41 1464.41 466.57 1466.68 466.62 1485.24 466.95 1486.86 466.97 1487.77 466.99 1515.57 468 1671.98 468 1691.08 467.78 1691.66 467.77 1788.91 466.68 1792.58 466.63 1794.05 466.62 1798.34 466.56 1799.92 466.55 1802.5 466.51 1843.9 466 1844.94 466 1849.95 465.62 1852.9 465.38 1861.48 464.71 1870.06 464 1872.75 463.72 1888.16 462 1889.76 461.76 1902.43 460 1915.22 458 1921.21 457.11 1928.34 456 1942.94 454.25 1945.25 454 1954.26 452.7 1959.62 452 2182.16 452 2184.41 452.74 2187.85 454 2194.53 455.78 2195.38 456 2208.71 458 2217.54 459.39 2221.19 460 2236.15 461.99 2272.24 462 2272.94 461.61 2276.19 460 2278.14 458.78 2280.45 457.3 2283.32 456 2283.44 455.96 2291.47 454 2291.89 454 2292.82 453.95 2293.11 453.93 2303.51 453.48 2305.82 453.39 2334.58 452 2336.98 450.53 2337.81 450 2339.06 449.26 2339.41 449.05 2341.34 448 2343.53 446.93 2345.32 446 2345.94 445.68 2348.93 444.38 2349.88 444 2386.15 444 2393.91 438.25 2408.91 438.25 2414.9 444 2415.17 444.12 2415.34 444.19 2415.84 444.38 2418.67 445.31 2421.35 446 2422.12 446.23 2424.98 446.71 2426.01 446.89 2427.22 447.08 2428.56 447.36 2429.08 447.46 2430.77 447.87 2431.2 448 2432.77 448.5 2435.07 449.52 2435.39 449.71 2435.86 450 2438.61 451.67 2438.88 451.87 2439.06 452 2440.68 453.21 2442.68 454.69 2444.45 456 2444.83 456.28 2446.69 457.66 2447.02 457.94 2449.15 459.67 2449.56 460 2451.59 461.47 2452.24 462 2454.73 463.19 2456.62 464 2462.4 464.28 2462.52 464.28 2473.83 464.81 2478.1 465.03 2483.63 465.29 2497.24 466 2499.94 466.11 2500.15 466.11 2512.9 466.61 2514.13 466.64 2519.28 466.83 2521.09 466.87 2524.82 467 2527.31 467.05 2529.95 467.14 2532.84 467.18 2534.65 467.25 2537.37 467.28 2545.08 467.55 2562.47 467.67 2563.26 467.69 2592.51 467.97 2593.16 467.98 2595.77 468 2689.52 468 2745.91 469.23 2750.9 469.36 2752.82 469.39 2759.81 469.57 2771.3 469.82 2771.91 469.84 2772.42 469.85 2781.35 470 3014.86 470 3047.26 471.34 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1902.43 .03 2221.19 .06 2334.58 .045 2442.68 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2334.58 2442.68 208.97 186.93 180.22 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1843.9 470 F 1843.9 2236.15 455 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 33158 INPUT Description: Station Elevation Data num= 168 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 474 58 474 63.56 473.47 67.25 473.16 72.46 472.7 81.15 472 81.7 471.95 85.11 471.62 86.89 471.46 92.04 470.97 103.06 470 149.04 470 231.18 470.17 232.24 470.17 238.35 470.1 238.62 470.1 247.65 470 310.7 469.9 318.77 470 420.5 470 Page 2 DentonCreekFEMA_Proposed_2_8_16.rep 425.55 470.74 429.86 471.31 432.25 471.64 435.11 472 462.14 472 465.01 471.43 471.86 470 479.78 468.18 480.6 468 497.92 466.67 505.89 466 548.23 466 598.4 466.53 600.71 466.53 601.38 466.52 603.32 466.52 606.03 466.51 606.76 466.51 607.46 466.5 612.12 466.5 613.68 466.49 615.06 466.49 616.08 466.5 650.35 466 1159.69 466 1160.42 466.01 1163.2 466.04 1165.83 466.07 1166.16 466.07 1167.64 466.1 1176.15 466.23 1177.79 466.26 1180.97 466.3 1262 467.77 1269.02 467.8 1270.24 467.8 1270.67 467.81 1278.92 467.82 1280.45 467.83 1284.06 467.84 1284.44 467.84 1321.3 468 1629.3 468 1635.04 467.94 1635.3 467.93 1658 467.68 1659.46 467.67 1811.39 466 1833.35 464 1853.93 462 1875.82 460 1893.36 458 1907.65 456 1926.21 454 1940.19 452 2146.78 452 2149.6 452.45 2159.58 454 2203.62 454 2204.42 453.85 2208.32 453.17 2208.45 453.15 2210.17 452.87 2210.34 452.86 2210.52 452.86 2211.5 452.7 2211.71 452.72 2212.24 452.6 2212.5 452.64 2212.86 452.72 2223.69 453.07 2225.22 453.04 2227.09 452.92 2255.2 452 2267.02 452 2270.8 450.98 2271.71 450.76 2274.56 450.06 2274.78 450 2277.5 449.73 2278.14 449.71 2281.12 449.47 2282.22 449.44 2285.22 449.23 2286.75 449.19 2289.59 449.02 2291.78 448.96 2294.28 448.82 2297.37 448.73 2304.97 438.15 2314.3 448 2321.68 449.65 2323.59 450 2329.69 451.33 2332.83 452 2339.49 454 2342.13 455.04 2344.92 456 2348.48 457.63 2349.35 458 2351.88 458.87 2355.13 460 2356.82 460.32 2365.41 462 2367.1 462.18 2369.54 462.39 2372.73 462.68 2387.76 464 2388.55 464.04 2388.79 464.06 2393.55 464.32 2395.89 464.44 2424.49 466 2432.1 466.09 2436.33 466.13 2439.88 466.18 2597.27 468 2673.47 468 2676.23 468.07 2679.41 468.08 2679.55 468.09 2679.72 468.09 2679.92 468.1 2680.16 468.11 2686.99 468.17 2687.4 468.19 2691.38 468.25 2692.07 468.27 2696.91 468.35 2698.12 468.39 2708.82 468.61 2710.85 468.67 2714.64 468.76 2717.17 468.84 2719.45 468.89 2735.58 469.37 2737.26 469.43 2742.21 469.56 2743.96 469.62 2748.09 469.73 2749.33 469.77 2753.15 469.86 2753.76 469.88 2754.17 469.89 2757.03 470 2857.89 470 2959.94 471.16 2960.54 471.17 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1853.93 .03 2159.58 .06 2267.02 .045 2339.49 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2267.02 2339.49 224.23 252.56 263.32 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1658 470 F 1658 2159.58 455 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 32905 INPUT Description: Station Elevation Data num= 469 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 472 76.79 472 109.16 472.65 110.15 472.66 113.01 472.67 116.1 472.7 118.34 472.71 121.62 472.74 124.08 472.75 127.59 472.79 181.75 473.01 182.41 473.01 195.3 472.94 197.87 472.95 200.35 472.93 202.94 472.93 205.01 472.92 207.55 472.92 253.2 472.36 256.08 472.3 256.9 472.3 270.95 472 271.13 472 289.15 470 312.65 468 385.5 468 387.42 468.18 387.89 468.22 388.75 468.31 395.56 468.96 405.95 470 426.3 470 434.04 468.76 439.39 468 441.87 467.58 450.77 466 480.57 466 506.15 465.51 508.13 465.6 508.66 465.57 511.06 465.7 514.78 466 523.45 466 528.77 465.59 530.09 465.52 532.53 465.37 534.19 465.3 535.61 465.3 537.2 465.32 539.23 465.36 540.76 465.32 545.09 465.4 546.34 465.4 548.14 465.42 549.1 465.44 550.59 465.44 551.25 465.45 552.49 465.42 553.31 465.42 553.69 465.4 554.83 465.36 556.19 465.29 557.42 465.22 558.8 465.15 560.29 465.04 562.24 464.96 563.91 464.83 566.16 464.74 567.59 464.64 569.7 464.57 570.7 464.5 572.71 464.43 573.82 464.38 575.99 464.32 576.4 464.3 582.48 464.13 582.69 464.12 586.85 464 588.65 463.93 588.8 463.92 591.33 463.8 591.76 463.77 594.88 463.59 597.29 463.44 598.01 463.4 600.25 463.25 601.37 463.2 603.39 463.08 604.7 463.04 606.49 462.94 607.72 462.91 609.2 462.84 611.1 462.79 612.26 462.74 614.57 462.68 615.41 462.65 617.64 462.59 620.51 462.52 621.07 462.52 623.08 462.48 624.85 462.46 625.45 462.46 628.01 462.44 628.65 462.43 631.83 462.4 636.01 462.34 637.07 462.31 640.63 462.23 640.97 462.21 644.41 462.11 644.56 462.1 647.6 462.01 647.78 462 652.2 461.84 654.67 461.76 660.88 461.55 661.96 461.52 664.37 461.43 667.53 461.33 668.64 461.29 670.33 461.25 671.37 461.24 673.06 461.2 674.47 461.21 676.49 461.24 677.93 461.21 680.34 461.25 682.45 461.21 684.98 461.27 686.08 461.26 688.63 461.32 689.32 461.33 691.81 461.38 692.51 461.42 693.54 461.47 695.82 461.49 697.69 461.48 698.86 461.53 700.48 461.49 701.6 461.53 704.72 461.39 705.9 461.41 707.57 461.34 708.67 461.34 710.43 461.29 711.48 461.28 713.31 461.24 714.34 461.23 716.23 461.2 722.97 461.13 723.97 461.1 725.78 461.08 726.92 461.04 728.4 460.98 729.85 460.96 731.65 460.88 733.72 460.86 735.74 460.79 736.69 460.77 738.88 460.74 739.95 460.71 740.99 460.67 743.24 460.66 744.18 460.64 746.25 460.63 747.05 460.62 748.82 460.59 749.47 460.59 751.1 460.53 751.62 460.53 753.35 460.45 753.75 460.45 755.81 460.34 756.14 460.33 758.57 460.21 761.5 460.08 761.62 460.07 763.68 460 764.38 459.98 767.19 459.92 767.32 459.91 770.22 459.89 770.36 459.88 773.48 459.89 773.62 459.88 776.81 459.92 779.94 459.98 780.5 460 782.56 460.06 782.69 460.06 784.92 460.14 786.99 460.23 787.43 460.24 789.23 460.33 791.02 460.4 793.04 460.47 794.02 460.49 796.46 460.55 799.01 460.57 802.6 460.54 804.98 460.44 807.67 460.25 808.15 460.23 810.43 460 811.19 459.87 811.4 459.85 814.4 459.34 815.24 459.31 817.33 459.01 818.71 458.96 820.24 458.78 822.32 458.7 823.46 458.6 826.05 458.48 826.82 458.42 829.53 458.28 829.96 458.26 832.41 458.12 834.26 458 912.55 458 914.45 458.17 914.78 458.19 917.77 458.47 918.5 458.52 920.39 458.7 925.36 459.01 926.62 459.07 935.08 459.58 938.88 459.78 939.36 459.81 943.12 459.98 943.67 460 949.03 460.28 949.36 460.3 953.43 460.51 954.76 460.56 956.12 460.6 957.27 460.65 960.91 460.74 962.4 460.79 964.59 460.85 967.55 460.95 969.7 461.05 970.78 461.07 971.91 461.1 973.8 461.21 978.49 461.33 979.92 461.41 982.52 461.49 983.42 461.54 985.32 461.61 987.09 461.72 990.61 462 994.27 462.61 998.73 463.33 1000.78 463.65 1002.75 463.87 1003.04 463.91 1004.71 464 1005.28 464.02 1008.62 464.1 1008.8 464.1 1015.93 464.27 1016.66 464.29 1018.45 464.33 1019.27 464.36 1019.63 464.36 1020.76 464.4 1021.82 464.42 1026.04 464.55 1027.34 464.57 1030.11 464.66 1031.3 464.68 1033.49 464.75 1034.28 464.76 1035.08 464.79 1036.82 464.84 1037.7 464.88 1038.67 464.91 1039.84 464.96 1041.58 465.01 1043.34 465.09 1045.69 465.15 1047.5 465.24 1050.04 465.32 1053.6 465.5 1058.59 465.84 1058.88 465.85 1061.22 466 1104.1 466 1108.47 465.93 1108.72 465.93 1114.04 465.86 1114.17 465.86 1124.96 466 1128.44 466 1130.99 466.02 1150.96 466.13 1151.22 466.13 1205.07 466.29 Page 3 DentonCreekFEMA_Proposed_2_8_16.rep 1206.04 466.29 1208.84 466.3 1209.84 466.31 1212.8 466.33 1213.74 466.33 1221.88 466.39 1222.5 466.4 1229.18 466.45 1243.74 466.51 1244.59 466.51 1245.32 466.52 1287.81 466.78 1308.62 466.82 1309.48 466.83 1310.55 466.83 1320.94 466.89 1322.14 466.89 1323.08 466.9 1324.03 466.9 1425.24 466.48 1425.75 466.48 1428.04 466.45 1429.6 466.45 1430.34 466.44 1432.51 466.42 1433.69 466.42 1436.13 466.4 1438.97 466.39 1457.86 466.4 1458.5 466.41 1461.3 466.41 1462.06 466.42 1462.76 466.42 1465.01 466.43 1465.57 466.44 1467.98 466.46 1490.89 466.58 1491.5 466.58 1521.59 466.47 1523.99 466.44 1525.19 466.44 1527.78 466.41 1528.42 466.41 1529.55 466.39 1530.24 466.39 1531.14 466.4 1533.64 466.37 1534.17 466.36 1535.32 466.35 1684.8 466.03 1691.39 466 1724.57 466 1725.9 465.82 1739.5 464 1745.81 462.98 1752.41 462 1761.7 460.68 1766.09 460 1774.88 458.75 1781.15 458 1785.12 457.44 1792.22 456.34 1794.04 456.07 1794.48 456 1807.1 454.95 1812.6 454.46 1814.29 454.32 1817.8 454 1831.92 452 2077.5 452 2087.72 452.54 2088.55 452.6 2088.82 452.6 2089.61 452.65 2112.87 454 2124.34 454 2135.21 453.42 2138.71 453.26 2155.49 452.53 2162.16 452.32 2165.66 452.08 2166.66 452 2166.8 452 2167.77 451.81 2169.44 451.49 2178.29 450 2182.28 449.35 2186.8 448.74 2188.75 448.47 2189.83 448.34 2192.38 448 2195.13 447.29 2200.21 446 2200.76 445.85 2204.32 445.02 2213.82 443.21 2215.55 443 2219.9 438.02 2224.9 438.02 2231.29 444 2231.57 444 2232.46 444.16 2242.43 446 2248.66 446.64 2260.93 448 2261.44 448.3 2264.16 450 2264.44 450.19 2266.87 452 2268.19 453.04 2269.42 454 2270.19 454.64 2271.88 456 2273.33 457.23 2275.19 458.82 2276.8 460 2278.99 460.54 2281.64 461.29 2284.1 462 2285.51 462.1 2306.45 463.48 2311.09 463.55 2313.29 463.52 2318.23 463.49 2320.66 463.46 2325.23 463.42 2332.51 463.38 2333.46 463.37 2334.26 463.36 2335.18 463.36 2339.35 463.34 2341.33 463.32 2345.78 463.3 2356.14 463.21 2369.97 463.05 2370.27 463.04 2373.3 463 2377.05 462.9 2377.79 462.89 2378.71 462.88 2399.07 462.43 2416.67 462 2416.92 462.53 2417.79 463.09 2419.15 464 2446.28 465.98 2446.58 466 2451.19 466 2463.02 466.26 2463.47 466.26 2604.82 468 2657.56 468 2694.23 469.15 2701.73 469.26 2704.04 469.3 2733.64 469.72 2733.94 469.72 2736.25 469.75 2739.39 469.77 2739.85 469.77 2741.86 469.8 2749.72 469.83 2752.69 469.85 2758.4 469.87 2761.1 469.87 2763.51 469.85 2777.11 470 2885.15 470 2961.23 470.65 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1752.41 .03 2112.87 .06 2167.77 .045 2270.19 .06 2306.45 .03 2419.15 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2167.77 2270.19 142.95 142.34 141.29 .1 .3 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 0 1724.57 470 F 1724.57 2124.34 455 T 2306.45 2500 462 T Blocked Obstructions num= 1 Sta L Sta R Elev 523.45 1061.22 466 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 32763 INPUT Description: Station Elevation Data num= 374 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 473.46 8.94 474 38.07 474 53.64 474.27 59.78 474.33 151.89 474.41 153.03 474.4 153.87 474.4 154.65 474.39 157.79 474.36 157.96 474.36 160.98 474.34 161.33 474.34 165.24 474.31 165.79 474.31 170.22 474.27 170.85 474.27 175.43 474.23 190.69 474 196.24 474 207.15 473.16 211.86 472.71 214.97 472.46 219.39 472 223.78 471.14 229.47 470 232.7 469.29 235.49 468.66 238.48 468 336.87 468 351.04 469.52 353.65 469.79 356.2 470 372.29 470 372.49 469.99 376.42 469.69 377.24 469.62 378.68 469.48 380.51 469.29 384.32 468.94 392.57 468.07 392.79 468.05 393.23 468 408.33 466.97 415.42 466.62 419.12 466.39 427.3 466.12 427.6 466.1 427.78 466.09 428.04 466.07 428.16 466.07 431.84 466 480.45 466 528.67 467.03 651.73 466 868.98 466 870.4 465.97 873.18 465.94 873.3 465.94 876.56 465.91 876.73 465.91 880.12 465.86 891.69 465.84 894.46 465.87 894.57 465.87 897.41 465.9 897.52 465.9 900.25 465.93 900.36 465.93 907.17 465.94 907.27 465.93 911.7 465.91 911.84 465.9 911.98 465.9 916.75 465.84 916.94 465.84 917.14 465.83 921.67 465.75 922.01 465.75 922.46 465.73 926.35 465.63 927.09 465.62 931.27 465.48 932.38 465.46 935.1 465.36 936.38 465.33 938.66 465.24 941.24 465.18 943.37 465.11 949.07 464.98 951.16 464.95 952.71 464.9 954.28 464.88 956.25 464.83 957.11 464.82 959.77 464.75 962.03 464.7 962.22 464.69 964.15 464.64 964.37 464.63 965.93 464.58 966.34 464.57 967.58 464.53 970.37 464.45 971.63 464.42 973.67 464.38 974.64 464.35 977.78 464.29 978.53 464.26 982.38 464.19 986.75 464.1 986.96 464.1 990.33 464.03 992.05 464 993.31 463.93 993.44 463.92 996.24 463.75 996.6 463.74 999.38 463.57 999.96 463.54 1003.59 463.31 1005.01 463.2 1007.56 463.04 1009.69 462.86 1011.62 462.73 1017.15 462.21 1017.63 462.17 1019.4 462 1020.32 461.89 1022.39 461.67 1023.8 461.54 1025.14 461.43 1026.59 461.29 1028.24 461.15 1031.85 460.83 1033.61 460.68 1035.02 460.54 1036.83 460.4 1039.6 460.2 1040.07 460.15 1042.3 460 1043.85 459.89 1044.04 459.88 1051.03 459.42 1052.26 459.33 1055.21 459.12 1056.12 459.05 1056.34 459.04 1056.84 458.99 1058.66 458.85 1059.62 458.76 1061.82 458.58 1062.93 458.48 1069.03 458 1133.35 458 1135.53 458.25 1135.88 458.27 1137.53 458.44 1138.59 458.54 1139.27 458.57 1140.26 458.65 1141.35 458.72 1142.79 458.77 1143.79 458.8 1145.7 458.83 1147.01 458.88 1148.99 458.9 1150.73 459 1152.27 459.02 1154.76 459.24 1155.59 459.27 1160 459.79 1161.62 460 1166.05 460.52 1167.21 460.65 1170.11 461 1172.13 461.22 1173.17 461.34 1176.35 461.68 1176.75 461.72 1180.08 462.07 1180.18 462.08 1183.62 462.41 1183.91 462.44 1186.58 462.68 1186.83 462.7 1187.17 462.72 1187.75 462.76 1190.09 462.95 1191.25 463.02 1193.23 463.15 1199.19 463.48 1202.06 463.65 1202.69 463.68 1205.16 463.85 1205.33 463.86 1207.05 464 1207.7 464.02 1210.4 464.12 1210.59 464.12 1213.96 464.24 1214.42 464.25 1215.06 464.27 1219.16 464.41 1220.23 464.44 1224.4 464.59 1226.56 464.66 1228.5 464.75 1230.24 464.85 1234.15 465 1238.01 465.22 1240.49 465.33 1247.61 465.77 1248.24 465.8 1248.53 465.81 1248.72 465.82 1249.03 465.83 1251.56 466 1585.39 466 1590.26 465.64 1591.99 465.49 1596.14 465.17 1597.75 465.04 1602.82 464.58 1603.39 464.53 1603.77 464.5 1609.15 464 1609.4 463.97 1622.9 462.32 1625.44 462 1626.6 461.85 1639.71 460.07 1648.53 458.93 1655.94 458 1657.87 457.75 1671.76 456 1680.84 455.08 1692.05 454 1695.3 453.56 1699.96 452.88 1704.07 452.32 1706.02 452 1961.54 452 1968.84 452.24 1971.21 452.22 1976.09 452.2 1982.57 452.15 1993.31 452 1999.2 452 2000.73 451.75 2002.1 451.7 2002.64 451.67 2003.98 451.58 2006.92 451.44 2008.11 451.35 Page 4 DentonCreekFEMA_Proposed_2_8_16.rep 2009.74 451.21 2012.21 450.98 2015.61 450.77 2019.4 450.36 2020.72 450.27 2023.01 450 2025.85 449.27 2030.16 448.32 2032.03 448 2032.79 447.92 2035.31 447.7 2035.86 447.65 2037.04 447.6 2041.15 447.28 2043.77 447.16 2047.21 446.91 2050.85 446.75 2052.77 446.62 2056.38 446.45 2057.09 446.41 2065.45 437.96 2076.21 446.39 2082.46 446.49 2082.69 446.51 2088.94 446.64 2089.17 446.65 2089.46 446.67 2089.84 446.69 2095.17 446.86 2096.3 446.91 2098.16 446.98 2100.88 447.13 2103.56 447.24 2106.98 447.4 2111.33 447.66 2116.49 448 2117.81 448.13 2118.85 448.28 2125.69 449.09 2130.68 450 2131.46 450.46 2134.51 452 2136.74 453.01 2137.95 453.53 2139.14 454 2141.18 454.84 2141.7 455.04 2144.15 456 2145.06 456.37 2149.25 458 2149.37 458.05 2154.58 460 2156.85 460.17 2166 460.89 2179.53 461.34 2184.87 461.69 2195.59 462 2229.23 462 2233.33 461.79 2235.55 461.66 2240.29 461.39 2246.23 461.02 2246.46 461 2255.18 460.21 2257.62 460 2261.09 459.66 2263.86 459.45 2271.63 458.78 2275.89 458.43 2279.01 458.16 2280.97 458 2283.18 457.86 2283.29 457.87 2285.66 457.73 2287.87 457.65 2290.05 457.59 2292.26 457.54 2292.78 457.56 2295.2 457.53 2300.57 457.51 2303.66 457.51 2307.15 457.52 2308.03 457.53 2372.81 457.92 2373.25 457.92 2380.44 458 2382.94 458.17 2384.39 458.36 2389.53 459 2390.98 459.47 2392.63 460 2396.78 461 2416.37 463.89 2417.16 464 2423.08 464.77 2432.81 466 2435.09 466.08 2437.5 466.18 2443.92 466.4 2461.86 466.96 2483.52 467.44 2485.85 467.44 2533.78 468 2631.64 468 2662.36 468.41 2664.17 468.43 2664.78 468.44 2685.08 468.62 2687.94 468.63 2689.55 468.65 2690.54 468.65 2692.73 468.67 2693.84 468.67 2694.9 468.68 2697.11 468.72 2699.1 468.72 2804.74 470 2917.48 470 2962.16 470.43 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1625.44 .03 1968.84 .06 1999.2 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1999.2 2141.7 468.47 475.46 392.42 .1 .3 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 0 1585.39 470 F 1585.39 1968.83 455 T 2170 2500 462 T Blocked Obstructions num= 1 Sta L Sta R Elev 860 1251.56 466 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 32288 INPUT Description: Station Elevation Data num= 337 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 478.79 .53 478.8 4.05 478.82 6.3 478.85 58.26 479.11 62.27 479.08 74.84 478.92 76.52 478.93 78.99 478.89 87.8 478.71 89.82 478.65 92.33 478.59 93.31 478.59 96.04 478.53 96.88 478.53 99.67 478.46 100.38 478.46 103.19 478.4 113.1 478.16 113.35 478.16 117.39 478.04 118.88 478 130.83 476.4 132.43 476.19 133.78 476 138.73 475.07 141.45 474.58 142.96 474.29 144.58 474 145.07 473.89 146.61 473.55 153.5 472 154 471.87 162.11 470 163.74 469.57 164.09 469.48 164.39 469.39 169.63 468 171.92 467.57 173.68 467.19 178.88 466.05 179.13 466 223.88 466 261.19 465.26 262.95 465.34 265.18 465.45 267.73 465.59 270.39 465.76 273.06 465.96 273.57 466 279.96 466.7 287.07 467.43 289.12 467.65 290.38 467.77 290.71 467.8 292.68 468 309.45 468.29 310.15 468.3 314.36 468.37 315.07 468.38 323.58 468.53 324.49 468.54 337.97 468.77 339.46 468.8 343.58 468.87 350.21 468.96 353.96 469.03 362.37 469.15 364.83 469.2 378.14 469.4 379.85 469.42 386.75 469.51 388.27 469.54 390.58 469.58 391.39 469.58 397.47 469.68 397.99 469.68 398.81 469.7 401.86 469.75 402.31 469.75 402.82 469.76 403.78 469.76 404.71 469.78 453.17 469.4 486.16 468.83 487.18 468.82 533.46 468 639.38 468 642.65 467.93 642.76 467.92 645.52 467.94 645.73 467.94 648.35 467.95 648.45 467.95 651.25 467.94 651.44 467.93 651.63 467.93 654.5 467.9 654.72 467.9 655.02 467.89 658.97 467.82 659.63 467.8 663.76 467.7 668.95 467.55 672.45 467.47 674.5 467.43 678.68 467.29 685.84 467.13 711 466.46 712.2 466.45 713.38 466.43 715.83 466.41 716.59 466.4 717.08 466.39 717.54 466.39 717.66 466.38 718.82 466.39 775.91 468 1015.6 468 1033.65 467.85 1033.96 467.86 1039.12 467.79 1062.98 467.59 1064.64 467.56 1071.08 467.49 1072.93 467.46 1079.98 467.38 1116.23 466.9 1135.44 466.63 1136.65 466.61 1154.32 466.37 1156.13 466.34 1182.68 466 1183.68 466 1207.54 465.52 1211.48 465.42 1274.86 464 1275.12 464 1281 463.66 1283.83 463.51 1285.75 463.47 1288.45 463.34 1295.37 463.06 1300.01 462.9 1303.67 462.86 1305.76 462.79 1307.25 462.75 1310.99 462.71 1311.89 462.68 1314.93 462.66 1322.46 462.56 1328.42 462.46 1329.17 462.44 1335.16 462.35 1335.88 462.33 1336.51 462.31 1341.95 462.24 1342.74 462.22 1346.18 462.18 1346.54 462.17 1349.07 462.14 1349.43 462.13 1358.83 462.02 1358.96 462.02 1360.94 462 1366.04 461.92 1366.32 461.91 1375.99 461.75 1376.7 461.73 1379.46 461.68 1380.21 461.65 1383.63 461.58 1384.26 461.56 1389.09 461.46 1389.58 461.44 1395.56 461.29 1396.22 461.27 1397.4 461.23 1410.26 460.84 1413.68 460.72 1421.13 460.42 1423.12 460.35 1431.11 460 1464.25 458.31 1471.36 458 1474.97 458 1482.05 457.75 1482.41 457.75 1484.82 457.71 1485.66 457.71 1486.07 457.7 1488.54 457.66 1489.02 457.66 1489.53 457.65 1498.86 457.5 1505.71 457.4 1506.64 457.4 1508.65 457.36 1509.76 457.36 1514.52 457.28 1516.47 457.24 1517.99 457.25 1519.39 457.23 1520.37 457.21 1521.97 457.22 1522.87 457.2 1538.56 457.07 1540.37 457.09 1546.22 457.12 1547.39 457.13 1572.13 456.84 1573.66 456.83 1574.83 456.79 1576.11 456.79 1577.73 456.74 1578.71 456.74 1581.44 456.65 1593.42 456 1596.28 456 1597.26 455.54 1600.47 454 1601.48 453.53 1604.71 452 1606.42 451.2 1608.21 450.35 1608.96 450 1613.21 448 1616.83 446.33 1617.53 446 1618.13 445.74 1622.52 444 1624.74 443.27 1627.4 442.42 1628.73 442 1645.85 437.72 1666.11 437.72 1683.23 442 1685.42 442.46 1688.04 443.03 1690.01 443.5 1692.2 444 1695.96 444.73 1697.26 445.12 1700.29 446 1702.02 446.57 1707.2 448 1710 448.92 1712.01 449.54 1713.71 450 1716.69 450.91 1718.16 451.34 1720.3 452 1721.1 452.24 1723.94 453.23 1725.65 453.82 1726.13 454 1731.3 456 1733.16 456.73 1741.11 460 1743.62 460.95 1746.24 462 1759.08 462 1768.75 462.69 1772.23 463 1780.45 463 1780.64 462.94 1783.49 462 1783.82 461.89 1786.51 461 1786.73 460.93 1789.55 460 1789.95 459.87 1795.41 458.06 1795.58 458 1795.86 457.95 1800.61 457 1801.27 456.84 1804.51 456.04 1804.67 456 1808.01 455.17 1808.7 455 1825.2 454.68 1825.68 454.68 1841.75 454.39 1852.79 454.25 1911.98 454 1963.47 454 2054.39 454.97 2056.42 455 2057.38 455 2431.98 459 2443.11 459.19 2476.07 460 2476.37 460.07 2480.21 461 2482.05 461.16 2482.84 461.24 2484.38 461.37 2491.5 462 2498.06 462.98 2503.53 463.72 2504.38 463.85 2505.54 464 2510.58 464.96 2511.74 465.19 2514.77 465.76 2515.09 465.83 2515.41 465.89 2516.02 466 2516.67 466 Page 5 DentonCreekFEMA_Proposed_2_8_16.rep 2539.64 466.62 2548.2 466.82 2549.27 466.85 2556.05 467 2559.36 467.01 2561.7 467.06 2564.88 467.07 2567.09 467.11 2643.95 468 2691.47 468 2724.33 469.52 2732.58 469.87 2735.95 470 3099.57 470 3109.52 469.41 3114.08 469.17 3114.94 469.13 3118.75 468.93 3120.56 468.87 3123.26 468.74 3126.5 468.63 3129.36 468.51 3133.41 468.39 3134.17 468.36 3138.06 468.25 3138.97 468.21 3140.82 468.17 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1546.22 .045 1731.3 .06 1780.78 .03 2486.23 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1596.28 1731.3 356.48 315.99 270.69 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 1211.48 470 F 1772.23 2500 462 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31972 INPUT Description: Station Elevation Data num= 216 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 484 79.35 484 84.36 483.54 86.79 483.26 90.64 482.88 98.33 482.02 98.56 482 104.27 480.77 106.67 480.18 107.38 480 113.55 478.45 115.19 478 121.74 476.5 123.8 476 127.76 474.69 129.89 474 136 472 137.93 471.46 143.74 470 145.1 469.6 150.64 468 151.94 467.61 152.09 467.56 152.61 467.42 157.61 466 157.78 465.97 163.98 464.83 168.17 464 249.9 464 257.66 464.72 261.16 465.06 263.74 465.3 269.44 465.86 270.92 466 271.51 466.03 273.18 466.12 273.54 466.13 274.51 466.18 295.68 467.2 302.65 467.51 305.13 467.63 313.57 468 503.14 468 527.89 467.7 528.96 467.69 539.9 467.57 577.92 467.16 669.07 466.59 670.13 466.57 670.75 466.58 671.37 466.58 678.29 466.65 679.76 466.62 682.09 466.59 683.07 466.6 685.78 466.56 711.25 466.05 711.36 466.05 714.18 466 811.52 466 814.01 466.05 831.14 466 1271.35 466 1280.24 465.48 1282.4 465.4 1286.39 465.18 1290.26 465.06 1292.63 464.94 1297.85 464.7 1302.96 464.57 1304.69 464.5 1313.4 464.31 1320.89 464 1321.6 463.94 1325.25 463.6 1325.86 463.54 1326.43 463.49 1336.71 462.52 1342.1 462 1372.5 460 1386.55 458 1388.49 457.57 1396.09 456 1400.45 455.27 1408.77 454 1410.49 453.58 1417.03 452 1417.41 451.67 1419.44 450 1420.41 449.14 1421.8 448 1422.4 447.51 1426.49 444.13 1426.65 444 1429.09 442 1429.41 441.72 1431.18 440 1570.17 440 1570.73 440.82 1571.55 442 1572.24 442.99 1572.95 444 1573.8 445.17 1574.42 446 1575.56 447.29 1576.2 448 1577.28 448.9 1578.7 450 1581.6 451.39 1582.8 452 1592.58 453.67 1594.35 454 1605.67 456 1611.28 457.07 1623.52 459.32 1627.3 460 1643.22 462 1664.12 462 1671.05 460.89 1677.18 460 1678.12 459.69 1678.81 459.47 1682.78 458 1684.53 456.56 1685.72 455.52 1687.56 454 1688.65 452.97 1689.77 452 1691.42 450.71 1692.25 450 1693.61 449.51 1697.57 448 1700.1 448 1707.76 446.25 1708.9 446 1713.62 444.36 1714.6 444 1740.36 437.56 1764.47 444 1767.18 446 1767.72 446.39 1769.23 447.46 1770 448 1770.93 448.7 1772.7 450 1774.75 451.58 1775.3 452 1776.77 453.15 1777.87 454 1778.28 454.33 1780.42 456 1781.82 457.17 1782.87 458 1784.93 459.78 1785.2 460 1785.82 460 1818.28 462.96 1818.83 463.01 1819.78 463.09 1820 463.11 1820.3 463.14 1821.17 463.09 1823.08 463 1824.88 462.91 1825.19 462.91 1825.43 462.9 1837.95 463 1840.42 462.18 1840.96 462 1843.53 461.15 1843.97 461 1846.65 460.11 1849.77 459.07 1849.99 459 1850.22 458.93 1853 458 1855.88 457.34 1857.4 457 1869.79 456.77 1887.81 456.5 2080.38 455 2110.24 455 2574.02 460 2614.79 461 2614.91 461.03 2618.34 462 2618.69 462.05 2618.81 462.06 2619.16 462.11 2626.66 463.09 2633.51 463.92 2633.79 463.96 2634.17 464 2641.24 464.68 2650.64 465.7 2653.16 466 2688.65 468 2797.68 468 2829.66 470 3131.08 470 3149.29 469.53 3151.23 469.47 3154.65 469.38 3161.6 469.13 3164.38 469.05 3169.45 468.87 3171.64 468.8 3184.76 468.31 3185.76 468.27 3193.1 468 3293.99 468 3313.06 469.92 3313.48 469.96 3313.84 470 3315.8 470.05 3317.9 470.09 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1372.5 .03 1627.3 .06 1678.12 .045 1818.83 .06 1849.77 .03 2614.79 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1678.12 1785.2 163.12 167.14 167.17 .1 .3 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 0 1313 470 F 1313 1643.23 455 T 1820.3 2700 462 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31804 INPUT Description: Station Elevation Data num= 332 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 486 57.94 486 58.55 485.93 58.79 485.9 64.84 485.16 66.2 484.98 69.44 484.53 70.99 484.33 73.18 484 75.93 483.24 80.7 482 82.07 481.56 86.65 480 87.71 479.6 91.83 478 95.28 476.71 97.15 476 99.61 475.08 102.65 474 105.46 473.1 108.81 472 115.04 470 115.8 469.75 120.89 468 121.62 467.77 127.06 466 127.5 465.86 127.67 465.8 128.4 465.59 132.23 464.41 133.82 464 225.36 464 225.82 464.04 226.06 464.06 241.32 465.3 245.35 465.65 246.49 465.74 249.47 466 249.71 466.01 332.04 468 615.41 468 651.18 466.47 654.02 466.34 654.31 466.33 658.25 466.18 658.48 466.18 663.59 466.02 664.54 466 730.3 466 735.39 466.12 735.71 466.12 742.02 466.26 743.63 466.3 745.6 466.34 748.61 466.42 748.76 466.42 752 466.5 791.2 466.63 793.84 466.6 794.34 466.6 802.43 466.52 803.15 466.51 814.7 466.4 815.55 466.38 822.54 466.31 827 466.26 827.62 466.25 831.26 466.21 831.66 466.2 847.51 466.05 852.2 466 1019.89 466 1022.95 465.82 1026.24 465.92 1026.35 465.91 1029.18 466 1063.4 466 1067.42 465.86 1067.59 465.86 1071.04 465.74 Page 6 DentonCreekFEMA_Proposed_2_8_16.rep 1077.18 465.55 1080.21 465.47 1080.69 465.47 1086.99 465.3 1089.08 465.23 1089.75 465.25 1092.54 465.16 1093.63 465.12 1094.68 465.09 1116.44 464.79 1134.12 464.94 1135.19 464.94 1137.4 464.95 1138.91 464.95 1140.74 464.94 1143.09 464.96 1145.13 464.94 1149.09 464.99 1238.51 464 1315.7 464 1321.29 463.53 1338.03 462.07 1338.32 462.05 1338.84 462 1357.06 460 1360.36 459.43 1368.28 458 1375.6 456.41 1377.55 456 1387.83 454 1401.06 452 1402.98 450.91 1404.66 450 1405.6 449 1406.55 448 1407.82 446.71 1408.53 446 1410.12 444.5 1410.63 444 1411.05 443.6 1412.76 442 1413.46 441.36 1414.92 440 1592.7 440 1593.17 440.43 1594.85 442 1595.25 442.38 1597 444 1597.31 444.29 1599.15 446 1599.32 446.16 1600.75 447.48 1601.31 448 1601.61 448.27 1603.48 450 1604.5 450.91 1605.69 452 1612.41 453.08 1618.41 454 1626.66 455.37 1630.37 456 1634.25 456.93 1636.34 457.42 1638.73 458 1646.4 459.46 1649.29 460 1656.05 460.6 1672.48 462 1703.61 462 1710.43 460.4 1716.02 459.24 1716.41 459.18 1717.32 459.06 1719.76 458.66 1720.81 458.53 1722.18 458.37 1723.03 458.26 1725.26 458 1726.7 457.67 1727.64 457.44 1730.16 456.84 1733.82 456 1735.8 455.37 1739.01 454 1739.5 453.76 1742.49 452 1744.66 451.1 1746.72 450 1748.42 448.96 1750 448 1752.22 446.63 1753.25 446 1756.18 444.19 1756.5 444 1768.28 437.48 1780.06 444 1783.35 445.07 1786.32 446 1788.4 446.67 1792.67 448 1793.21 448.17 1794.59 448.59 1797.73 449.59 1799.11 450 1801.02 450.48 1801.62 450.66 1802.41 450.92 1804.26 451.62 1804.81 451.8 1805.27 452 1805.92 452.36 1808.96 454 1811.51 455.4 1812.69 456 1815.35 456.29 1817.86 456.5 1828.34 457.5 1833.06 457.72 1835.77 457.93 1836.71 458 1839.69 458.46 1841.88 458.81 1846.9 460 1852.49 461.13 1859.66 462.36 1860.96 462.38 1862.97 462.4 1869.07 462.48 1869.61 462.43 1877.49 462.34 1882.06 462.24 1887.94 462 1888.46 461.98 1894.94 461.18 1895.5 461 1897.58 460.34 1898.67 460 1900.42 459.45 1905 458 1954.04 457.36 1970.03 457.21 2129.14 456 2183.53 456 2567.06 460.15 2567.63 460.16 2568.26 460.16 2568.93 460.17 2569.62 460.17 2655.96 461.41 2657.8 461.45 2658.41 461.45 2659.18 461.47 2659.82 461.48 2660.94 461.51 2661.96 461.54 2663.77 461.59 2664.29 461.58 2667.04 461.65 2667.54 461.65 2671.36 461.75 2672.24 461.75 2676.86 461.86 2677.14 461.86 2682.31 461.97 2682.37 461.97 2683.66 462 2690.37 462.97 2694.26 463.56 2694.8 463.64 2695.04 463.68 2695.2 463.7 2701.18 464.59 2704.28 465.06 2709.53 466 2710.15 466.07 2710.29 466.08 2711.26 466.21 2711.91 466.27 2715.96 466.71 2718.72 467 2722.12 467.25 2723.55 467.38 2725.17 467.52 2730.83 467.87 2731.25 467.91 2733.18 468 2753.95 468 2783.14 468.36 2789.24 468.42 2791.21 468.45 2877.67 468.87 2878.63 468.91 2879.82 468.97 2883.19 469.16 2885.03 469.27 2886.5 469.35 2887.51 469.4 2888.16 469.4 2888.85 469.43 2889.7 469.43 2890.35 469.46 2891.2 469.47 2892.24 469.5 2894.18 469.57 2894.82 469.58 2898.17 469.7 2898.63 469.71 2903.54 469.88 2903.74 469.89 2907.03 470 2972.2 470 2977.78 469.9 2977.99 469.9 2983.71 469.8 2993.49 469.68 2997.52 469.66 2998.11 469.65 3003.42 469.63 3004.64 469.63 3006.72 469.61 3007.57 469.59 3009.14 469.56 3009.95 469.55 3010.51 469.54 3010.83 469.53 3011.13 469.53 3012.86 469.45 3013.08 469.45 3015.22 469.33 3015.74 469.34 3018.17 469.2 3019.23 469.22 3021.87 469.09 3059.34 468 3437.79 468 3441.11 468.09 3441.27 468.1 3444.03 468.18 3444.34 468.19 3455.07 468.51 3458.83 468.64 3460.83 468.7 3462.77 468.75 3465.46 468.86 3466.77 468.89 3467.49 468.91 3467.7 468.92 3468.37 468.93 3470.02 468.98 3473.27 469.06 3475.16 469.14 3486.51 469.44 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1357.06 .03 1649.29 .06 1720.81 .045 1811.51 .06 1897.58 .03 2690.37 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1720.81 1812.69 208.63 220.39 235.39 .1 .3 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 0 1280.41 470 F 1280.41 1672.47 455 T 1868.96 2750.44 462 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31584 INPUT Description: Station Elevation Data num= 384 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 480.72 2.68 480 8.21 478 8.69 477.83 9.33 477.61 13.92 476 15.33 475.49 17.05 474.89 18.54 474.35 19.56 474 25.03 472 26.47 471.49 30.74 470 35.73 468.44 37.17 468 44.21 466 52.29 464.47 54.73 464 59.55 463.79 72 463.23 93.45 462.19 94.42 462.14 94.97 462.12 97.28 462 125.05 462 128.57 462.33 138.42 463.2 141.13 463.43 147.47 464 149.28 464.19 153.34 464.6 158.48 465.1 159.14 465.17 160.09 465.26 165.72 465.76 166.3 465.81 166.83 465.86 168.43 466 196.37 466.52 198.01 466.56 255.69 467.65 257.51 467.69 274.68 468 359.68 468 364.19 467.86 364.38 467.86 365.86 467.81 366.39 467.8 366.62 467.8 367.67 467.77 368.56 467.77 370.66 467.71 371.64 467.71 375.03 467.63 375.62 467.63 379.57 467.53 449.92 467.74 452.07 467.8 452.37 467.8 453.91 467.85 454.17 467.85 455.45 467.89 455.94 467.89 457.17 467.92 458.09 467.92 459.27 467.94 459.44 467.94 460.97 467.95 463.25 467.95 465.62 467.93 465.77 467.93 468.43 467.91 468.64 467.91 471.51 467.88 474.61 467.86 482.31 467.87 486.22 467.89 486.41 467.89 489.59 467.92 491.54 467.93 492.54 467.94 493.88 467.94 496.72 467.91 496.99 467.92 504.3 467.85 504.83 467.86 508.58 467.82 521.79 467.87 522.22 467.87 524.87 467.89 528.21 467.89 530.28 467.85 531.15 467.85 533.96 467.79 534.57 467.79 538.22 467.71 538.7 467.71 542.49 467.63 543.17 467.63 548.84 467.53 549.87 467.52 551.72 467.49 552.76 467.49 553.55 467.48 588.58 467.45 589.24 467.44 590.08 467.44 591.08 467.43 592.21 467.45 596.24 467.41 600.12 467.43 600.86 467.42 603.94 467.43 614.44 467.42 615.34 467.41 617.11 467.4 617.8 467.39 618.62 467.39 626.04 467.31 629.64 467.26 630.32 467.26 630.98 467.25 633.15 467.25 636.57 467.18 638.28 467.17 640.13 467.15 641.95 467.14 643.7 467.12 646.95 467.04 650.26 467 651.85 466.99 654.56 466.92 658.72 466.9 660.82 466.83 665.42 466.81 666.96 466.81 669.38 466.79 717.29 466 744.61 466 764.67 465.91 764.88 465.9 765.03 465.9 769.25 465.89 769.39 465.89 775.14 465.87 776.47 465.87 810.16 466 888.71 466 890.77 465.97 890.93 465.96 895.48 465.87 896.06 465.87 900.05 465.77 964.03 464 1145.54 464 1163.61 463.4 1167.63 463.36 1167.85 463.35 1176.94 463.35 1213.96 462.24 1214.19 462.23 1214.34 462.23 1214.49 462.24 1214.72 462.23 1218.38 462 1224.65 461.04 1232.77 460 1233.42 459.97 1252.82 459.17 1261.14 458.77 1264.56 458.62 1277.61 458 1284.82 458 1312.2 457.06 1313.45 456.94 1313.74 456.95 1315.16 456.8 1316.85 456.61 1317.05 456.61 1318.96 456.39 1322.49 456 1324.79 455.64 1331.78 454.6 1333.3 454.37 1335.85 454 Page 7 DentonCreekFEMA_Proposed_2_8_16.rep 1339.46 453.38 1340.45 453.26 1343.1 452.96 1346.1 452.52 1351.32 452.04 1351.45 452.03 1351.82 452 1353.52 450.79 1354.35 450 1355.24 449.3 1356.52 448 1356.85 447.73 1358.07 446.43 1358.32 446.15 1358.45 446 1359.61 444.69 1360.19 444 1361.66 442.27 1361.89 442 1361.98 441.89 1362.67 441.11 1363.58 440 1585.97 440 1586.36 440.51 1587.53 442 1587.98 442.59 1589.05 444 1589.4 444.46 1590.58 446 1591.97 447.82 1592.12 448 1593.8 450 1595.48 450.69 1599.26 452 1600.91 452.3 1610.65 454 1612.1 454.27 1621.01 456 1625.93 456.84 1628.84 457.35 1632.39 458 1642.23 460 1654.96 461.31 1661.85 462 1712.29 462 1714.19 461.83 1715.43 461.57 1719.63 460.95 1723.49 460 1726.92 458.86 1727.69 458.6 1729.49 458 1731.64 457.25 1734.54 456 1734.87 455.85 1737.85 454.37 1738.53 454.04 1738.84 453.89 1742.47 452 1744.34 450.96 1746.31 450 1747.19 449.6 1749.3 448.86 1750.79 448.31 1751.17 448.18 1751.71 448 1754.23 447.58 1763.17 446.28 1763.75 446.23 1785.29 437.37 1806.82 446 1809.05 447.12 1810.55 448 1813.44 449.41 1814.46 450 1819 452 1819.94 452 1832.83 453.61 1833.62 453.67 1834.82 454 1837.24 454 1843.7 455.05 1848.44 455.46 1849.53 455.58 1855.03 456 1855.36 456.05 1855.51 456.07 1858.19 456.44 1860.06 456.75 1861.43 456.96 1862.15 457.08 1867.02 458 1867.79 458.15 1873.1 459.26 1876.4 460 1878.56 460.13 1879.03 460.16 1879.2 460.17 1887.03 460.65 1903.05 462.14 1915.03 463 1917.08 462.32 1917.97 462 1920.08 461.34 1921.1 461 1922.49 460.56 1924.19 460 1932.32 459.44 1936.65 459.13 1945.97 459 2183.52 457.51 2184.29 457.5 2211.76 457.48 2218.2 457.5 2219.11 457.5 2226.18 457.53 2227.08 457.53 2227.95 457.54 2235.7 457.56 2292.39 458 2295.89 458 2303.03 458.14 2304.12 458.15 2305.43 458.15 2307.06 458.17 2309.19 458.19 2312.11 458.21 2316.42 458.26 2384.51 459 2389.54 459.12 2391.5 459.12 2396.83 459.22 2454.87 460 2477.29 460 2482.14 460.15 2500.17 461 2514.37 461.47 2526.08 462 2530.32 462.34 2530.53 462.36 2530.78 462.37 2531.09 462.38 2531.42 462.39 2532.11 462.39 2532.41 462.38 2532.66 462.38 2535.66 462.34 2545.59 462.69 2557.93 463 2560.44 464.5 2587.44 464.5 2591.08 463 2591.99 462.99 2592.15 462.99 2592.25 462.98 2595.98 462.93 2596.57 462.92 2600.27 462.85 2605.19 462.74 2636.31 462 2640.88 461.71 2645.31 461.42 2653.18 461 2663.18 460.26 2665.49 460.1 2666.98 460 2672.72 459.34 2675.94 459 2679.52 458.61 2685.99 458 2744.92 458 2752.32 458.77 2753.26 458.88 2754.25 459 2762.23 459.27 2763.56 459.34 2766.11 459.46 2771.2 459.68 2776.27 459.96 2777.08 460 2787.56 461.36 2792.64 462 2795.88 462.48 2797.23 462.66 2799.52 462.96 2802.89 463.42 2805.99 463.78 2806.49 463.85 2807.97 464 2809.54 464.13 2810.12 464.19 2813.69 464.5 2816.7 464.82 2820.11 465.15 2826.75 466 2834.55 466.08 2835.31 466.09 3015.53 468 3045.64 468 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1284.82 .03 1621.01 .06 1727.69 .045 1879.2 .06 1932.32 .03 2787.56 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1727.69 1879.2 139.21 146.71 154.82 .1 .3 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 0 1176.94 470 F 1176.94 1661.85 455 T 1903.04 2832.44 462 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31437 INPUT Description: Station Elevation Data num= 463 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 475.76 1.98 475.04 4.81 474 6.87 473.23 10.07 472 10.86 471.74 15.89 470 17.3 469.57 22.52 468 27.43 466.66 29.69 466 35.44 464.98 41.1 464 77.33 462 116.18 462 120.23 462.34 139 464 140.65 464.15 155.89 465.61 156.78 465.69 159.72 466 177.39 466 219.92 466.34 220.97 466.36 222.6 466.35 226.91 466.31 232.63 466.24 233.33 466.26 242.19 466.11 242.51 466.12 244.62 466.08 246.26 466.06 248.79 466.02 250.29 466.01 252.87 465.98 256.79 465.95 256.9 465.94 261.3 465.9 271.28 465.87 273.79 465.87 273.97 465.86 276.58 465.87 276.8 465.86 279.57 465.86 279.89 465.85 285.92 465.83 286.32 465.82 289.36 465.81 289.76 465.8 295.23 465.78 295.42 465.77 297.94 465.76 301.05 465.74 308.52 465.68 309.11 465.67 312.06 465.65 312.86 465.63 314.65 465.62 317.11 465.59 319.02 465.57 321.64 465.54 324.23 465.5 324.95 465.5 327.88 465.46 328.62 465.46 331.38 465.42 332.22 465.42 336.46 465.38 338.32 465.37 341.24 465.37 345.12 465.39 346.09 465.39 349.42 465.41 352.19 465.42 356.05 465.42 356.81 465.43 359.83 465.42 360.61 465.43 362.9 465.42 379 465.45 379.71 465.46 385.67 465.48 394.86 465.48 400.43 465.46 401.21 465.46 403.6 465.44 405.44 465.44 410.37 465.42 418.24 465.41 420.45 465.42 430.95 465.42 442.38 465.4 443.87 465.39 447.89 465.39 451.52 465.4 455.98 465.42 456.86 465.42 465.02 465.45 481.76 465.46 482.53 465.45 492.39 465.45 494.05 465.46 500.5 465.46 502.63 465.45 506.19 465.45 507.74 465.44 508.56 465.45 509.68 465.44 512.64 465.44 514.11 465.43 514.99 465.44 517.45 465.43 518.28 465.44 521.21 465.42 521.94 465.43 525.21 465.43 530.05 465.41 530.93 465.41 532.59 465.4 535.34 465.4 540.05 465.38 541.19 465.38 543.83 465.36 545.08 465.37 547.66 465.35 548.88 465.36 555.12 465.34 555.76 465.35 560.83 465.33 566.08 465.33 567.21 465.34 572 465.34 573.05 465.35 574.26 465.34 574.98 465.35 577.57 465.33 578.19 465.34 581.53 465.31 583.28 465.3 584.19 465.32 592.95 465.28 594.49 465.31 596.94 465.3 600.36 465.34 602.94 465.33 605.29 465.36 607.68 465.35 608.64 465.36 610.76 465.35 611.76 465.36 621.5 465.32 622.73 465.34 625.19 465.33 626.56 465.35 630.15 465.34 631.66 465.36 632.77 465.35 634.18 465.37 636.76 465.36 637.87 465.37 639.58 465.37 641.32 465.36 641.98 465.37 643.65 465.36 696.01 465.32 700.04 465.3 712.15 465.2 748.1 465.04 751.71 465 753.91 465 756.99 464.98 758.12 464.98 760.31 464.96 794.69 465.11 796.21 465.09 808.04 464.83 808.96 464.85 811.2 464.79 814.24 464.72 815.54 464.73 817.65 464.68 820.18 464.63 821.56 464.64 824.17 464.58 825.49 464.58 827.98 464.53 829.08 464.53 831.34 464.49 832.15 464.49 834.13 464.46 836.82 464.45 837.08 464.44 838.73 464.44 839.11 464.43 841.07 464.43 846.78 464.4 847.32 464.39 859.38 464.28 863.32 464.24 863.93 464.24 872.48 464.15 875.38 464.11 875.65 464.1 883.67 464 889.4 464 908.98 463.94 913.65 463.93 924.49 463.88 926.86 463.88 929.18 463.87 929.5 463.86 1089.81 464 1141.59 462.21 1143.43 462.16 1148.78 462.05 1150.04 462.01 1151.96 462 1218.74 462 1223.62 461.33 1226.1 461.13 1227.9 461.06 1229.96 460.91 1232.55 460.83 1234.16 460.72 1236.73 460.64 1237.9 460.57 1240.44 460.5 1241.26 460.45 1242.09 460.42 1243.46 460.39 1244.1 460.35 1246.08 460.3 1246.64 460.27 1249.15 460.21 1249.61 460.19 1252.77 460.11 1257.44 460 1259.47 460 1263.58 459.97 1267.31 459.97 Page 8 DentonCreekFEMA_Proposed_2_8_16.rep 1271.75 459.95 1272.68 459.95 1277.72 459.88 1283.85 459.71 1285.98 459.64 1292.93 459.39 1307.44 458.81 1325.38 458 1334.41 456.58 1338.52 456 1341.04 455.54 1346 454.67 1348.38 454.24 1349.84 454 1353.35 453.49 1354.45 453.39 1356.25 453.21 1359.23 452.85 1362.71 452.49 1363.87 452.36 1367.34 452 1368.26 451.69 1371.84 450.58 1373.42 450.08 1373.71 450 1374.52 449.49 1376.95 448 1377.77 447.45 1379.9 446 1382.75 444 1385.63 442 1388.53 440 1572.59 440 1573.82 441.26 1575.28 442.81 1576.45 444 1577.12 444.71 1578.41 446 1578.94 446.57 1580.39 448 1580.72 448.36 1582.38 449.97 1588.56 452 1601.19 453.58 1604.44 454 1610.06 455.03 1615.58 456 1618.38 456.4 1630.08 458 1631.16 458.18 1637.13 459.19 1641.73 459.91 1642.33 460 1652.23 460.69 1652.79 460.72 1655.31 460.89 1656.91 460.99 1671.34 462 1744.17 462 1748.29 461.49 1749.83 461.35 1750.64 461.35 1752.85 461.18 1754.29 461.18 1764.3 460.72 1770.9 460.23 1771.82 460.17 1773.98 460 1778.64 458.78 1781.71 458 1782.85 457.3 1784.9 456 1785.99 455.33 1788.09 454 1789.14 453.35 1791.28 452 1794.49 450 1795.15 449.6 1797.75 448 1798.37 447.63 1801.21 446 1813.61 437.3 1829.09 446 1830.43 446.38 1834.4 447.3 1836.56 447.81 1837.6 448 1842.25 448.82 1845.31 449.2 1847.35 449.49 1850.51 450 1853.57 450.44 1860.56 451.76 1861.66 452 1870.26 453.55 1872.54 454 1874.25 454.67 1877.83 456 1879.71 456.77 1882.54 458 1887.27 459.98 1905.63 461.63 1916.59 461.27 1921.54 461.2 1934.19 461 1939.96 460.7 2014.06 460 2044.8 459.85 2055.84 459.82 2065.81 459.82 2070.55 459.83 2075.21 459.85 2079.84 459.88 2089.18 459.97 2091.39 460 2107.63 460 2124.73 459.74 2142 459.59 2175.41 459 2211.37 459 2216.3 459.09 2216.39 459.09 2219.68 459.1 2234.58 459.28 2239.6 459.33 2250.51 459.46 2276.65 459.73 2293.92 459.89 2295.7 459.9 2307.06 460 2309.99 460.03 2310.35 460.03 2347.42 460.29 2372.1 460.41 2377 460.42 2384.35 460.45 2396.54 460.48 2413.15 460.4 2434.16 460.39 2446.12 460.36 2453.43 460.32 2458.87 460.41 2462.74 460.39 2482.24 460.53 2484.28 460.53 2489.96 460.5 2490.97 460.51 2505.66 460.47 2506.83 460.48 2509.52 460.48 2512.82 460.5 2515.51 460.49 2518.49 460.52 2521.13 460.51 2523.79 460.53 2526.31 460.52 2528.65 460.55 2621.33 460.43 2640.96 460.38 2683.38 460.04 2684.44 460.04 2684.75 460.03 2686.8 460.03 2687.1 460.02 2687.6 460.02 2689.94 460 2694.76 460 2816.78 459.37 2824.03 459.31 2831.5 459.21 2841.54 459 2843.24 458.87 2843.44 458.86 2846.95 458.65 2847.42 458.65 2849.95 458.54 2850.53 458.55 2852.63 458.48 2853.26 458.49 2855.19 458.45 2856.98 458.42 2857.73 458.44 2859.6 458.43 2860.33 458.45 2862.37 458.45 2864.59 458.46 2875.42 459 2909.87 459 2924.19 459.1 2924.49 459.1 2924.78 459.11 2925.2 459.11 2925.37 459.12 2927.61 459 2964.52 459 2974.95 458.97 2985.65 459 2985.82 459.02 2985.88 459.03 2995.22 460.28 2998.8 460.8 3002.14 461.26 3004.37 461.6 3005.29 461.71 3006.25 461.83 3007.45 462 3009.96 462.22 3010.35 462.25 3013.19 462.51 3014.04 462.59 3015.12 462.7 3017 463.55 3020.29 464 3024.02 464.59 3024.92 464.74 3028.32 465.28 3030.64 465.6 3031.48 465.73 3033.59 466 3184.55 466 3237.66 467.21 3303.82 468 3312.01 468 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1325.38 .03 1630.08 .06 1764.3 .045 1887.27 .06 1939.96 .03 2985.65 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1773.98 1887.27 74.12 72.96 76.55 .1 .3 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 0 1218.74 470 F 1218.74 1671.34 455 T 1905.63 3039.61 462 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31364 INPUT Description: Station Elevation Data num= 472 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 476.61 1.77 476 7.37 474 12.71 472 14.7 471.29 18.22 470 19.77 469.51 24.73 468 30.62 466.38 31.91 466 35.17 465.38 42.65 464 77.93 462.02 78.35 462 119.99 462 124.71 462.41 126.71 462.6 143.54 464.13 144.84 464.24 164.49 465.99 164.62 466 197.99 466 236.67 465.1 239.01 465.06 241.53 465.04 244.54 464.98 248.61 464.92 251.59 464.86 254.64 464.83 258.39 464.75 262.06 464.71 265.63 464.64 266.89 464.63 269.68 464.56 270.97 464.55 274.6 464.54 276.66 464.49 277.35 464.49 279.82 464.44 280.47 464.44 283.96 464.36 285.15 464.36 289.1 464.27 289.56 464.27 299.82 464.04 302.55 464 334 464 344.83 463.95 431.13 464 437.97 464.02 443.69 464.06 451.13 464.08 485.52 464.02 496.89 464.06 499.91 464.08 503.18 464.09 505.96 464.11 508.59 464.12 516.9 464.13 519.35 464.12 530.08 464.13 534.03 464.15 537.51 464.18 543.08 464.21 544.82 464.23 546.03 464.22 548.6 464.23 555.51 464.27 558.28 464.29 560.98 464.3 562.55 464.32 563.76 464.31 565.96 464.34 568.22 464.33 571.8 464.38 572.51 464.38 580.4 464.48 581.33 464.48 586.68 464.55 587.64 464.54 589.79 464.57 590.67 464.56 592.89 464.59 596.08 464.58 597.1 464.57 599.69 464.6 600.8 464.6 603.67 464.63 605.35 464.63 609.02 464.66 611.94 464.69 613.24 464.69 615.52 464.72 617.31 464.71 618.65 464.73 619.53 464.72 725.33 464.63 735.14 464.54 736.93 464.53 741.84 464.48 756.39 464.42 762.37 464.35 766.21 464.33 769.06 464.3 779.9 464.35 782.71 464.31 796.89 464 804.18 464 885.88 463.54 889.87 463.53 919.26 463.43 923.28 463.42 936.43 463.31 939.84 463.3 941.79 463.28 946.15 463.27 949.54 463.24 1032.62 463.38 1034.67 463.41 1035.33 463.4 1039.77 463.46 1046.3 463.52 1069.56 463.12 1070.56 463.14 1070.99 463.12 1073.5 463.14 1075.58 463.08 1077.23 463.08 1078.97 463.03 1080.93 462.99 1082.79 462.94 1084.39 462.92 1086.98 462.87 1088.23 462.87 1096.86 462.66 1097.68 462.65 1101.17 462.55 1104.61 462.43 1105.09 462.43 1116.6 462 1118 461.86 1121.15 461.58 1122.06 461.48 1124.76 461.27 1126.98 461.11 1128.36 460.96 1130.15 460.83 1131.84 460.65 1134.26 460.43 1138.36 460.1 1139.89 460 1180.49 460 1188.66 460.73 1197.86 461.74 1200.31 462 1267.75 462 1273.75 461.83 1274.29 461.78 1280.25 461.55 1281.76 461.37 1283.05 461.28 1286.91 460.8 1288.26 460.66 1293.49 460 1317.93 458.89 1320.44 458.77 1321.33 458.74 1323.77 458.63 1325.63 458.57 1326.61 458.52 1330.47 458.4 1333.18 458.28 1342.74 458 1347.46 457.66 1349.17 457.49 1354.72 457.04 1358.94 456.62 1361.02 456.42 1365.63 455.95 1369.43 455.55 1371.91 455.28 1376.3 454.82 1383.32 454.04 1383.64 454 1389.7 453.37 1401.19 452.26 1403.9 452 1411.15 450.66 1413.02 450.32 1415.47 450 1417.76 448.56 1421.99 446.05 1425.19 444.13 1425.42 444 1428.71 442 1429.87 441.27 1431.93 440 1594.22 440 1597.12 442.21 1599.54 444.11 1601.86 446 1602.14 446.24 1603.92 448 1604.9 449.08 1605.76 450 1611.13 450.73 1612.77 450.9 1615.38 451.19 1622.37 452 1629.18 452.85 1633.13 453.29 1635.26 453.55 1639.4 454 1647.93 455.28 1649.24 455.49 Page 9 DentonCreekFEMA_Proposed_2_8_16.rep 1652.83 456 1655.79 456.37 1668.5 458 1673.08 458.7 1680.77 460 1684.08 460.23 1686.35 460.38 1689.19 460.55 1691.52 460.71 1692.51 460.75 1694.91 460.9 1695.94 460.93 1698.06 461.06 1699.21 461.08 1700.96 461.18 1704.28 461.26 1705.69 461.33 1708.25 461.39 1709.29 461.44 1712.29 461.52 1714.26 461.6 1717.12 461.66 1717.75 461.69 1720.15 461.73 1720.72 461.75 1726.16 461.83 1729.26 461.86 1729.51 461.87 1733.01 461.89 1733.34 461.9 1736.8 461.89 1737.05 461.9 1744.69 461.83 1749.31 461.75 1750.49 461.71 1760.09 461.27 1762.31 461.14 1767.5 460.97 1770.21 460.8 1773.63 460.67 1777.39 460.4 1778.89 460.34 1783.08 460 1789.48 458.73 1792.84 458 1795.5 457.47 1797.76 457.19 1801.41 456.58 1805.18 456.24 1806.08 456.12 1807.85 456 1808.85 455.91 1812.45 455.66 1815.74 455.42 1824.09 454.1 1824.57 454 1827.58 452 1828.07 451.63 1830.45 450 1831.56 449.16 1833.22 448 1834.88 446.73 1835.91 446 1838.04 444.34 1838.51 444 1841.04 442 1847.21 437.26 1855.05 442 1860.28 443.03 1865.37 444 1870.14 445.22 1873.13 446 1877.38 447.69 1878.2 448 1882.44 449.66 1883.34 450 1885.91 451.09 1887.83 452 1890.93 453.64 1891.56 454 1892.22 454.41 1894.96 456 1897.39 457.6 1897.94 458 1904.61 459.79 1905.25 460 1905.64 460.04 1915.39 461.24 1915.74 461.23 1936.85 461.03 1937.42 461.01 1937.91 461 1940.02 461 1941.66 461.05 1980.28 461 1982.7 460.97 2058.92 460 2070.46 460 2076.48 459.85 2126.35 459 2154.72 459 2157.78 459.07 2160.81 459.1 2217.6 460 2217.95 460.01 2271.53 460.94 2273.57 460.97 2275.06 461 2365.54 461.85 2369.07 461.89 2371.35 461.9 2382.48 462 2383.46 462.02 2390.61 462.18 2402.95 462.4 2423.6 462.66 2431.31 462.77 2451.42 463.29 2459.77 463.41 2462.74 463.44 2465.25 463.47 2467.44 463.48 2479.03 463.47 2485.37 464.58 2488.31 464.12 2489.72 464.24 2490.62 464.61 2492.29 464.67 2492.64 464.68 2494.63 464.73 2499.19 465 2499.58 465 2501.55 466 2537.84 466 2538.63 465.61 2539.85 465 2541.51 464.55 2544.72 464.52 2547.77 464.31 2548.67 464.27 2549.54 464.25 2550.18 464.22 2553.26 464 2558.55 463.2 2560.45 464 2560.46 463.19 2570.65 463.31 2573.7 463.29 2582.29 463.15 2589.12 463.02 2605.26 462.47 2627.78 462.12 2634.54 462 2640.21 461.96 2640.87 461.96 2650.7 461.88 2652.81 461.87 2655.61 461.85 2733.22 461.16 2750.16 461 2759.32 460.86 2760.84 460.85 2773.92 460.65 2777.29 460.62 2815.71 460 2904.12 460 2905.12 459.99 2905.21 459.99 2911.66 459.9 2912.58 459.89 2918.37 459.78 2920.4 459.75 2923.25 459.7 2933.89 459.48 2945.98 459.21 2947.78 459.16 2954.61 459 2956.94 458.74 2963.03 458 2964.26 457.93 2965.98 457.84 2975.17 457.32 2981.11 457 2987.48 456.75 2991.28 456.54 2997.44 456.25 3001.43 456 3013.52 456 3055.57 455.45 3062.96 455.42 3071.45 455.4 3074.13 455.39 3092.33 455.39 3096.31 455.4 3098.98 455.4 3103.14 455.41 3107.55 455.43 3110.2 455.43 3135.49 455.56 3137.89 455.58 3168.72 455.8 3187.69 456 3191.95 456 3227.43 456.99 3227.63 457 3227.78 457 3233.89 458 3237.35 458.09 3248.78 458 3297.01 458.85 3297.31 458.86 3299.02 458.9 3301.35 458.99 3301.4 458.99 3303.34 459.01 3306.68 459.11 3315.17 459.35 3324.08 459.52 3324.95 459.52 3325.45 459.49 3327.35 459.5 3350.71 459.66 3358.11 459.33 3362.38 459.12 3369.76 459 3387.27 459 3394.2 460.67 3399.02 461 3400.49 461 3403.46 458.02 3404.68 456.81 3405.87 455.61 3415.26 451 3418.51 451 3426.76 455.99 3428.48 457 3430.15 458 3430.92 458.31 3432.21 459 3438.04 459.73 3442.24 460.46 3445.91 460.87 3449.25 461.26 3452.07 461.56 3455.7 462 3457.49 462.23 3459.24 462.48 3464.81 463.24 3470.03 464 3475.72 464.79 3483.44 466 3489.4 466.64 3492.37 466.93 3499.96 467.7 3501.72 467.89 3502.87 468 3518.49 468 Manning's n Values num= 10 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1293.49 .03 1805.18 .045 1894.96 .06 1980.28 .03 2271.53 .15 2773.92 .03 3350.71 .06 3399.02 .045 3418.51 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1792.84 1897.94 102.97 111.72 116.96 .1 .3 Ineffective Flow num= 5 Sta L Sta R Elev Permanent 0 1267.75 470 F 1267.75 1733.34 455 T 1915.39 2462.32 462 T 2462.32 2733.01 463 T 2850 3350.71 459.66 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31253 INPUT Description: Station Elevation Data num= 382 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 472.3 .86 472 4.7 470.7 6.74 470 10.37 468.72 12.44 468 13.09 467.79 16.39 466.76 18.34 466.14 18.81 466 29.76 464 30.06 463.98 64.48 462.1 64.83 462.08 65.08 462.06 66.25 462 106.54 462 114.56 462.64 117.15 462.83 132.23 464 133.33 464.09 139.02 464.53 143.06 464.81 143.42 464.8 146.79 465.02 148.92 465.14 179.21 464.96 180.27 464.94 182.92 464.86 184.04 464.83 193.68 464.55 194.54 464.52 206.61 464.18 207.11 464.17 211.25 464.05 211.43 464.05 213.1 464 228.01 464 246.12 463.74 250.33 463.71 250.92 463.71 315.79 463.44 317.6 463.44 350.75 463.47 401.81 463.48 408.4 463.5 425.86 463.5 428.28 463.49 428.96 463.5 431.05 463.49 459.96 463.5 462.21 463.51 464.58 463.51 466.97 463.52 471.2 463.52 471.91 463.53 480.95 463.53 533.3 464 571.52 464 574.37 464.04 734.18 464 821.05 463.39 822.05 463.38 885.93 463.02 888.57 463.02 906.19 462.96 908.03 462.96 909.15 462.95 911.4 462.94 935.22 462.75 937.16 462.74 942.15 462.7 943.9 462.7 947.08 462.67 991.9 462.75 993.02 462.76 994.39 462.75 995.56 462.77 996.78 462.78 997.99 462.8 1000.3 462.82 1048.41 462 1055.7 462 1071.05 460.65 1074.48 460.38 1075.37 460.34 1079.52 460.01 1079.64 460 1181.35 460 1181.76 460.03 1204.84 462 1258.23 462 1289.35 460 1291.01 459.88 1335.92 458 1371.1 458 1376.15 457.57 1380.84 457.19 1383.67 456.99 1386.6 456.73 1388.24 456.62 1392.15 456.27 1392.69 456.24 1395.43 456 1396.66 455.87 1400.1 455.54 1401.53 455.41 1409.07 454.69 1415.12 454.08 1415.34 454.06 1415.94 454 1428.81 453.04 1432.25 452.77 1433.23 452.7 1433.82 452.66 1437.83 452.35 1438.14 452.32 1438.5 452.3 1442.19 452.01 1442.35 452 1445.98 451.63 1456.07 450.46 1459.81 450 1463.59 446.77 1464.51 446 1466.89 444 1469.6 442.02 1472.82 440 1639.19 440 1639.76 440.27 1640.01 440.38 1640.75 440.76 1641.63 441.16 1641.91 441.3 1644.28 442.72 1649.66 446 1650.05 446.24 1652.42 447.69 1652.86 447.95 1655.74 449.68 1656.27 450 1663.4 450.78 1665.48 450.96 1674.17 451.77 1675.39 451.89 1679.99 452.36 1680.5 452.4 1681.33 452.46 1685.33 452.84 1687.59 453 1690.31 453.23 1694.02 453.51 1700 453.97 1700.34 454 1704.91 454.94 1709.9 456 1714.54 456.56 1715.6 456.67 1718.35 456.98 1720.31 457.16 1721.93 457.33 1723.02 457.43 1726.22 457.71 1731.07 458.12 1731.25 458.13 1735.17 458.38 1735.62 458.39 1738.87 458.54 1739.44 458.55 1740.15 458.58 Page 10 DentonCreekFEMA_Proposed_2_8_16.rep 1742.88 458.66 1743.97 458.72 1746.02 458.77 1747.41 458.86 1748.76 458.89 1750.27 459 1751.16 459.03 1752.47 459.12 1753.11 459.14 1753.72 459.18 1754.64 459.21 1755.25 459.25 1760.59 458.52 1760.97 458.47 1762.43 458 1765.21 457.04 1768.45 456 1774.23 454 1775.09 453.73 1777.69 453.1 1781.38 452.17 1782.47 452 1784.87 451.59 1790.58 450 1793.82 448.99 1796.8 448 1800.64 447.46 1810.38 446 1818.22 444.91 1824.29 444 1836.18 442 1853.6 437.2 1871.02 442 1890.93 443.99 1891.07 444.04 1894.69 446 1895.17 446.38 1897.42 448 1899.54 449.81 1899.76 450 1899.9 450.14 1901.91 452 1902.74 452.81 1904 454 1905.72 455.56 1906.27 456 1907.62 456.74 1910.2 458 1912.04 459.02 1915.53 461 1917.78 460.06 1917.94 460 1920.59 460.23 1928.93 461 1929.99 460.97 1932.47 460.91 1933.85 460.94 1938.92 460.85 1945.23 461 1978.86 460.47 1980.69 460.45 2061.35 459 2087.96 459 2179.73 460.59 2196.68 460.86 2203.34 461 2208.2 460 2208.82 460 2208.91 460.01 2268.57 462 2304.65 462 2306.53 463.05 2320.12 462.77 2344.31 463.84 2345.06 463.87 2345.59 463.89 2346 463.91 2346.33 463.92 2346.61 463.93 2346.85 463.93 2362.39 464 2369 464.14 2370.12 464.17 2371.7 464.2 2380.65 464.4 2385.1 464.49 2389.89 464.6 2392.51 464.81 2394.81 465 2397.96 465.86 2400.04 466.42 2402.22 467 2403.49 467.41 2405.37 468 2506.23 468 2516.48 467.22 2519.73 467 2560.67 467 2566.86 466.3 2569.71 466 2590.25 466 2634.83 464 2638.29 463.78 2650.91 463 2665.46 463 2665.94 462.98 2667.7 462.9 2669.16 462.84 2686.15 462 2710.34 461.05 2711.48 461 2712.63 460.97 2742.38 460.16 2744.63 460.09 2748.17 460 2769.77 460 2793.93 459.37 2815.54 459 2842.39 459 2875.61 459.6 2894.24 460 2907.74 460 2949.68 459.17 2964.68 459 2965.98 458.9 2973.56 458.38 2979.29 458 2981.47 457.9 2991.83 457.48 3000.36 457.16 3002.04 457.1 3012.09 456.78 3018.14 456.61 3025.75 456.42 3033.4 456.27 3041.16 456.16 3048.28 456.09 3049.07 456.09 3056.65 456.06 3057.19 456.06 3064.83 456.08 3065.57 456.08 3072.87 456.15 3074.26 456.16 3083.32 456.3 3092.81 456.5 3102.8 456.77 3104.51 456.82 3112.71 457.09 3113.97 457.13 3122.38 457.44 3128.5 457.69 3131.4 457.8 3135.71 458 3141.53 458 3160.7 458.41 3177.47 458.7 3189.55 459 3250.22 459 3252.89 458.58 3258.67 458.1 3262.1 458 3297.43 458 3301.33 458.63 3304.32 459 3306.7 459.46 3310.6 460 3312.39 460.2 3319.8 460.88 3320.34 460.88 3325.53 460.91 3326.18 460.69 3327.85 460 3334.39 457 3334.69 456.86 3335.88 456.32 3336.57 456 3336.86 455.87 3340.93 454 3341.11 453.92 3343.11 453 3344.48 452.38 3345.82 451.76 3348.37 451.13 3348.55 451 3349.96 450 3361.5 450 3362.36 450.61 3363.56 451.95 3363.88 452.31 3364.5 453 3365.18 453.76 3365.4 454 3366.29 455 3366.56 455.3 3366.71 455.47 3367.19 456 3367.8 456.68 3368.08 457 3368.98 458 3372.74 459.58 3373.65 460 3385.2 462 3394.76 463.42 3398.99 464 3404.44 464.48 3405.28 464.5 3407.73 464.69 3409.06 464.81 3409.77 464.88 3430.74 466 3436.06 466 Manning's n Values num= 11 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1395.43 .03 1709.9 .06 1768.45 .045 1906.27 .06 1978.86 .03 2179.73 .15 2712.63 .03 3250.22 .06 3319.8 .045 3361.5 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1768.45 1906.27 135.82 147.32 155.83 .1 .3 Ineffective Flow num= 5 Sta L Sta R Elev Permanent 0 1258.23 470 F 1258.23 1755.25 455 T 1915.53 2304.51 462 T 2304.51 2717.49 463 T 2900 3190.32 459 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31105 INPUT Description: Station Elevation Data num= 394 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 470.81 .88 470.73 1.67 470.6 3.74 470.31 5.4 470 6.54 469.71 7.89 469.43 10.23 468.81 14.19 468 15.22 467.82 15.81 467.71 18.58 467.16 21.46 466.57 22.25 466.38 23.94 466 26.1 465.57 27.8 465.28 31.15 464.68 33 464.32 34.9 464 89.21 462 119.65 462 151.38 463.93 151.69 463.95 152.55 464 214.34 464 272.06 463.18 274.92 463.15 276.65 463.15 320.35 462.96 321.56 462.96 358.74 462.99 360.45 463 384.79 462.99 386.59 462.98 387.66 462.99 388.67 462.99 390.16 462.98 423.99 462.99 425.64 462.98 427.24 462.98 428.59 462.99 429.98 462.99 431.23 462.98 448.41 463 449.88 462.99 464.54 463 466.02 463.01 471.44 463.01 474.16 463.02 480.49 463.02 560.07 463.72 561 463.72 563.19 463.75 563.56 463.75 563.93 463.76 565.36 463.76 568.77 463.81 570.35 463.81 582.37 463.96 585.37 464 712.86 464 762.69 463.49 764.74 463.48 765.02 463.47 806.12 463.15 897.17 462.58 926.48 462.4 927.53 462.4 934.49 462.38 935.21 462.37 936.97 462.36 937.84 462.36 975.1 462.05 975.24 462.05 980.67 462 1078.54 462 1083.08 461.34 1085.17 460.98 1090.97 460 1183.99 460 1188.11 460.43 1190.4 460.69 1193.67 461.04 1195.93 461.25 1199.66 461.76 1200.36 461.82 1201.49 462 1274.27 462 1276.55 461.7 1277.66 461.62 1279.65 461.44 1284.3 460.95 1289.77 460.46 1294.46 460 1296.33 459.89 1296.51 459.89 1332.66 458 1352.64 458 1364.88 458.36 1470.03 458.11 1470.21 458.11 1479.97 458 1480.34 457.97 1480.59 457.95 1489.49 457.21 1492.86 456.94 1494.47 456.79 1496.27 456.65 1498.14 456.49 1502.34 456.11 1502.62 456.09 1503.56 456 1509 455.4 1511.3 455.19 1515.32 454.76 1523.65 454 1524.01 453.96 1528.51 453.53 1529.32 453.48 1532.6 453.19 1533.8 453.14 1536.04 452.97 1537.49 452.88 1539.07 452.84 1540.21 452.8 1541.27 452.79 1542.43 452.79 1544.22 452.73 1545.36 452.73 1547.41 452.66 1549.89 452.56 1550.76 452.56 1553.58 452.42 1554.22 452.41 1557.3 452.24 1557.66 452.23 1560.76 452.05 1563.66 451.89 1566.14 451.77 1566.92 451.72 1574.37 451.36 1577.19 451.24 1578.71 451.18 1580.76 451.09 1582.86 450.97 1584.73 450.77 1585.65 450.72 1586.09 450.69 1590.49 450.14 1590.62 450.13 1591.69 450 1594.07 448.49 1594.86 448 1596.73 446.81 1598.07 446 1599.27 445.24 1601.33 444 1601.63 443.81 1602.23 443.46 1603.82 442.55 1604.8 442 1605.34 441.69 1605.5 441.61 1605.63 441.55 1606.75 441.07 1606.99 441.01 1607.24 440.96 1607.88 440.8 1608.3 440.71 1608.76 440.63 1610.18 440.25 1610.36 440.21 1611.04 440 1739.81 440 1741.29 441.38 1741.91 442 1743.17 443.18 1743.98 444 1744.96 444.92 1746.01 446 1747.89 447.94 1748.09 448.15 1749.7 450 1755.86 451.26 1759.57 452 1773.58 454 1773.85 454.03 1774.05 454.06 1788.11 455.78 1790 456 1810.43 456 1812.13 455.76 1824.18 454 1831.68 452.3 1832.94 452 1833.22 451.93 1834.2 451.67 1835.28 451.39 1840.44 450 1843.03 449.35 1848.27 448 1849.01 447.82 1854.99 446.32 1856.23 446 1856.82 445.86 1865.07 437.13 1872.65 445.25 1876.94 446 1888.39 447.91 Page 11 DentonCreekFEMA_Proposed_2_8_16.rep 1888.92 448 1890.17 448.18 1903.45 450 1905.67 450.49 1911 451.56 1912.46 451.87 1913.19 452 1918.5 453.58 1919.8 454 1925.33 456 1930.33 457.73 1931.09 458 1931.83 458.2 1934.93 459.03 1936.32 459.39 1939.19 460 1943.04 460.93 1946.09 461.68 1947.41 462 1950.09 461.32 1950.55 461.42 1953.32 462 1953.77 461.92 1959.87 462 1967.89 461.68 1968.91 461.68 1969.85 461.69 1999.19 461 2048.71 461 2057.67 460.62 2064.87 460 2095.91 459.1 2099.85 459 2117.72 459 2146.01 459.64 2146.79 459.66 2154.24 459.83 2160.07 459.95 2161.89 459.99 2162.52 460 2184.75 460 2189.47 460.07 2190.98 460.09 2235.28 460.71 2255.04 460.96 2255.74 460.97 2258.53 461 2270.1 461.08 2270.84 461.08 2305.97 461.28 2327.93 461.37 2338.39 461.4 2381.67 461.88 2383.45 461.88 2388.66 462 2407.57 462.97 2408.57 463 2410.37 463.1 2410.56 463.11 2412.76 463.21 2414.59 463.27 2415.05 463.28 2415.43 463.29 2415.77 463.31 2416.08 463.33 2416.34 463.35 2416.55 463.36 2435.31 463.56 2435.45 463.55 2435.62 463.54 2435.82 463.53 2436.03 463.52 2436.26 463.52 2437.08 463.53 2438.14 463.51 2439.29 463.48 2440.05 463.48 2441.28 463.43 2442.73 463.36 2443.33 463.34 2445.02 463.23 2447.34 463.05 2447.42 463.04 2447.84 463 2448.35 462.96 2463.82 462 2482.8 462 2509.49 461.68 2526.81 461.68 2535.53 461.66 2539.48 461.66 2573.05 461.54 2599.59 461.39 2603.2 461.36 2643.86 461.08 2644.71 461.07 2653.36 461 2710.55 460.15 2719.77 460 2737.83 460 2738.78 459.99 2740.09 459.99 2742.18 459.96 2746.28 459.88 2767.04 459.39 2767.7 459.38 2768.29 459.36 2783.43 459 2811.79 459 2869.09 460 2879.53 460 2959.05 459 2976.93 458.36 2984.24 458.32 2988.04 458.31 2991.62 458.31 2998.83 458.21 2999.77 458.2 3025.4 458.21 3062.39 458 3079.15 458 3082.34 457.93 3087.58 457.72 3108.97 457.03 3137.73 456.77 3151.93 456.83 3181.82 456.06 3183.47 456.01 3183.63 456.02 3183.96 456 3184.06 455.93 3186.67 454 3187.79 453.43 3188.65 453.12 3188.81 453.06 3188.98 453 3191.11 452.24 3193.79 451.29 3194.59 451 3197.4 450 3203.47 450 3208.91 450.78 3210.34 451 3212.8 453 3213.16 453.29 3214.11 454 3215.2 454.81 3215.46 455 3215.89 455.32 3216.81 456 3216.99 456.14 3218.15 457 3218.62 457.34 3219.12 457.72 3219.5 458 3223.14 459.33 3224.94 460 3226.45 460 3227.44 459.58 3228.28 459.48 3261.79 460.3 3270.23 461.05 3286.29 461.27 3287.55 461.36 3289.62 461.49 3290.74 461.5 3298.04 462 3300.51 462 3323.82 463.24 3327.3 463.54 3328.81 463.59 3331.67 463.88 3333.05 464 3333.66 464 3346.31 464.96 3349.25 465.16 3351.54 465.34 3353.52 465.47 3355.75 465.64 3356.85 465.71 3359.7 465.92 3359.96 465.93 3360.93 466 3384.41 466 Manning's n Values num= 10 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 1523.65 .03 1773.58 .06 1810.43 .045 1925.33 .06 2235.28 .15 2710.55 .03 3082.34 .06 3137.73 .045 3218.15 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1810.43 1925.33 76.16 84.09 90.35 .1 .3 Ineffective Flow num= 4 Sta L Sta R Elev Permanent 0 1274.27 470 F 1500 1790 455 T 1947.41 2180.65 462 T 2180.65 2755.09 463 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 31021 INPUT Description: Station Elevation Data num= 481 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 470 14.42 470 104.82 468.29 106.35 468.27 123.13 468 216.97 468 281.82 466.28 283.04 466.26 287.64 466.16 288.28 466.15 295.07 466 432.16 466 474.34 464.4 476.1 464.37 478.15 464.33 480.45 464.31 490.65 464.16 494.35 464.15 499.38 464 728.22 464 799.78 462.34 804.01 462.28 804.32 462.28 807.52 462.25 808.2 462.24 872.64 463.75 878.3 463.99 878.62 464 915.68 464 941.29 463.49 942.55 463.48 951.35 463.32 993.62 462.72 1024.59 462.6 1034.72 462.61 1037.38 462.62 1092.28 462.64 1094.29 462.63 1104.48 462.63 1107.29 462.64 1162.87 462.67 1163.94 462.68 1168.61 462.68 1170.54 462.69 1179.28 462.69 1181.19 462.7 1237.22 463.21 1238.59 463.21 1239.89 463.22 1241.48 463.24 1242.66 463.24 1243.84 463.25 1245.19 463.25 1248.35 463.27 1250.86 463.3 1252.2 463.31 1253.21 463.31 1256.7 463.33 1265.72 463.45 1267.09 463.46 1278.24 463.58 1279.49 463.6 1280.64 463.6 1282.16 463.62 1284.51 463.63 1323.89 463.97 1325.37 463.99 1326.61 463.99 1327.92 464 1335.18 464 1338.19 463.99 1407.39 463.98 1409.1 463.96 1412.16 463.95 1416.3 463.91 1416.61 463.9 1417.8 463.9 1423.34 463.84 1423.96 463.83 1482.04 463.24 1483.7 463.23 1484.1 463.22 1621.52 462.33 1622.35 462.33 1623.08 462.32 1639.52 462.23 1640.09 462.23 1643.96 462.21 1646.74 462.2 1671.64 462 1785.99 462 1786.73 461.87 1792.09 460.94 1794.32 460.56 1797.96 460 1866.68 460 1868.78 460.19 1869.52 460.25 1873.75 460.61 1878.29 460.97 1879.27 461.04 1879.89 461.1 1882.22 461.31 1884.08 461.45 1887.2 461.74 1887.88 461.79 1890.09 462 1958.63 462 1975.69 460 1978.28 460 1986.91 459.59 1989.48 459.51 1989.89 459.5 1992.57 459.41 1997.96 459.26 2000.39 459.2 2001.29 459.2 2003.31 459.15 2004.69 459.16 2006.16 459.11 2026.88 458 2047.5 458 2076.41 458.86 2146.83 458.78 2157.47 458.68 2191.17 458.25 2196.23 458.24 2196.87 458.24 2197.66 458.24 2201.21 458.2 2201.54 458.19 2202.44 458.19 2203.5 458.2 2204.57 458.2 2209.17 458.17 2228.13 458.17 2228.54 458.18 2233.41 458.18 2235.72 458.19 2236.61 458.19 2241.86 458.21 2242.25 458.21 2256.35 458.23 2256.86 458.24 2268.29 458.23 2289.77 458.04 2291.88 458 2293.84 457.8 2294.36 457.76 2296.71 457.53 2297.48 457.45 2298.78 457.36 2299.15 457.32 2299.89 457.26 2301.49 457.11 2304.15 456.93 2306.3 456.74 2310.35 456.49 2311.76 456.38 2317.18 456.09 2319.13 456 2321.42 455.85 2321.65 455.84 2324.86 455.64 2325.37 455.6 2327.33 455.48 2328.04 455.41 2329.28 455.33 2330.26 455.23 2331.19 455.15 2332.73 455 2333.6 454.92 2334.55 454.82 2337.07 454.58 2337.94 454.49 2341.45 454.18 2341.81 454.14 2343.75 454 2345.17 453.92 2347.6 453.83 2347.85 453.83 2350.01 453.79 2352.27 453.77 2355.23 453.76 2355.9 453.75 2358.66 453.73 2359.24 453.71 2361.82 453.7 2362.1 453.69 2368.71 453.66 2372.55 453.66 2375.72 453.65 2378.49 453.62 2378.98 453.62 2381.74 453.57 2382.25 453.57 2385.4 453.51 2386.15 453.51 2388.4 453.46 2390.21 453.43 2391.16 453.44 2392.83 453.44 2394.66 453.47 2395.6 453.48 2400.47 453.64 2401.12 453.65 2403.84 453.75 2404.26 453.77 2406.85 453.86 2407.06 453.87 2409.83 453.96 2413.24 454.04 2417.34 454.13 2417.61 454.13 2421.57 454.21 2422.15 454.21 2422.49 454.23 2425.68 454.29 2426.09 454.32 2427.85 454.35 2428.79 454.44 2429.53 454.46 2430.09 454.49 2432.07 454.68 2433.17 454.79 2435.18 455 2439.03 455.35 2440.91 455.54 2444.68 455.88 2445.91 456 2450.34 456.13 2450.68 456.13 2454.04 456.23 2454.23 456.23 2460.37 456.42 2460.72 456.41 2462.66 456.47 2466.57 456.57 2469.8 456.64 2470.46 456.63 2472.5 456.67 2525.19 456.29 2530.54 456.17 2536.37 456 2537.71 456 2540.6 455.54 2543.03 455.11 2545.72 454.64 2549.27 454 2555.77 452.25 Page 12 DentonCreekFEMA_Proposed_2_8_16.rep 2556.74 452 2560.5 450.73 2562.53 450 2566.54 448.67 2568.42 448 2573.12 446.97 2577.87 446 2590.2 444.05 2590.51 444 2594.82 437.09 2600.42 444 2605 444.86 2607.97 445.47 2609.33 445.73 2610.55 446 2614.52 446.36 2615.99 446.46 2621.04 446.88 2624.1 447.04 2627.36 447.29 2630.97 447.45 2638.91 448 2640.38 448 2645.04 449.83 2645.42 450 2648.28 451.84 2648.78 452.17 2651.49 454 2653.02 455.13 2654.23 456 2656.54 457.71 2656.98 458 2658.53 458.37 2660.76 458.69 2664.22 459.27 2670.91 460.75 2671.52 460.89 2676.87 460.01 2682.94 459.01 2690.56 458.9 2693.77 458.84 2696.39 459 2697.05 459 2701.69 459.56 2702.09 459.6 2704.64 460 2710.12 460.41 2711.92 460.47 2714.02 460.51 2717.44 460.69 2719.97 460.71 2721.44 460.78 2721.69 460.79 2724.22 460.78 2724.78 460.81 2725.42 460.83 2727.81 460.81 2728.9 460.85 2731.11 460.82 2737.59 460.86 2751.45 460.74 2757.85 460.66 2758.42 460.66 2762.14 460.56 2784.26 460 2791.99 460 2800.33 459.88 2867.92 459 2910.79 459 2914.84 459.06 2914.97 459.06 2927.78 459.24 2928.92 459.26 2929.4 459.26 2939.66 459.39 2940.28 459.39 2947.86 459.47 2948.33 459.47 2961.63 459.44 2990.32 459.64 3016.99 459.77 3030.41 460 3079.99 460 3084.22 460.19 3085.11 460.19 3092.43 460 3152.7 460 3155.28 460.04 3155.45 460.03 3170.88 460.17 3175.47 460.17 3192.05 460.21 3194.5 460.21 3201.4 460.23 3208.15 460.23 3210.84 460.24 3221.54 460.24 3242.26 460.19 3244.4 460.18 3254.68 460.15 3256.45 460.15 3267.29 460.11 3268.53 460.1 3280.06 460.05 3280.61 460.05 3288.86 460 3307.2 460 3319 459.81 3355.23 459.5 3372.53 459.33 3383.1 459.31 3383.41 459.31 3393.42 459.16 3393.7 459.16 3403.64 459 3442.14 459 3447.22 459.08 3449.05 459.09 3513.28 460 3519.46 460 3521.75 459.82 3531.64 459 3540.46 458.89 3541.98 458.88 3559.37 458.67 3563.56 458.64 3568.38 458.62 3580.89 458.48 3587.29 458.45 3595.5 458.37 3604.67 458.32 3607.58 458.3 3632.48 458.16 3640.58 458.1 3641.53 458.1 3650.09 458.02 3650.3 458.02 3652.45 458 3660.3 457.8 3700.53 457 3719.84 456.98 3730.87 456.97 3733.19 457 3735 457 3747.84 457.18 3761.7 457.47 3767.5 457.54 3788.17 457 3801.38 457 3803.64 456.58 3805.19 456.33 3807.06 456 3807.78 455.52 3809.01 454.59 3809.78 454 3811.1 453 3811.98 452.34 3812.46 452 3814.19 451.11 3814.66 450.86 3816.93 449.69 3818.26 449 3826.23 449 3826.58 449.56 3827.43 450.87 3828.15 452 3828.89 453.15 3829.42 454 3830.4 456 3832.3 456.61 3832.87 457 3834.93 457.15 3835.73 457.22 3838.27 457.46 3842.45 457.81 3844.04 458 3847.37 458.22 3848.99 458.3 3855.31 458.72 3858.49 458.87 3870.6 459.41 3871.53 459.4 3874.19 459.55 3874.77 459.55 3876.98 459.67 3877.38 459.67 3879.6 459.78 3879.9 459.79 3883.13 459.96 3883.85 460 3888.9 460.26 3890.02 460.33 3895.62 460.64 3898.29 460.81 3901.95 461.03 3905.32 461.27 3909.45 461.58 3910.58 461.65 3914.72 462 3915.14 462.01 3979.52 462.63 3981.3 462.64 3981.55 462.65 4000.42 462.75 4000.68 462.76 4003.03 462.76 4004.54 462.77 4005.69 462.77 4006.41 462.78 4008.63 462.78 4012.46 462.8 4078.26 464 4138.64 464 4168.25 464.66 4169.67 464.67 4171.07 464.69 4173.23 464.71 4174 464.71 4176.47 464.74 4178.92 464.79 4179.58 464.79 4182.26 464.84 4183.04 464.84 4185.48 464.89 4186.5 464.89 4187.77 464.88 4189.79 464.93 4191.21 464.92 4289.51 466 4313.02 466 4339.3 467.86 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 2543.03 .045 2653.02 .06 3079.99 .15 3152.7 .06 3355.23 .03 3788.17 .045 3847.37 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2543.03 2653.02 95.33 103.12 107.47 .1 .3 Ineffective Flow num= 4 Sta L Sta R Elev Permanent 0 1958.63 470 F 2296.08 2472.51 455 T 2671.53 2810.78 462 T 2810.78 3490.12 463 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 30918 INPUT Description: Station Elevation Data num= 436 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 470 1.68 470 12.64 469.83 13.41 469.81 21.53 469.67 23.38 469.65 115.92 468 203.6 468 213.68 467.73 214.28 467.72 226.31 467.44 228.16 467.41 232.92 467.29 236.95 467.22 285.35 466 392.17 466 405.08 465.51 408.72 465.45 411.7 465.39 419.41 465.26 420.42 465.25 458.64 464.69 463.74 464.66 465.6 464.64 487.56 464 724.27 464 765.83 463.04 768.27 463 769.35 463 772.31 462.97 773.84 462.94 818.7 464 821.07 464 868.12 463.59 872.78 463.61 877.71 463.61 878.26 463.62 908.5 463.59 915.41 463.55 955.27 462.97 957.61 462.93 959.64 462.91 964.41 462.83 972.26 462.73 981.7 462.54 985.34 462.51 988.9 462.45 1003.73 462.24 1007.26 462.24 1016.24 462.2 1043.18 462.23 1045.93 462.24 1083.38 462.23 1086 462.22 1150.15 462.25 1150.48 462.26 1168.66 462.27 1190.47 462.47 1198.53 462.5 1209.75 462.55 1210.82 462.56 1222.82 462.62 1226.99 462.67 1230.25 462.69 1239.92 462.8 1242.8 462.82 1260.28 462.97 1264.49 463.03 1266.03 463.03 1268.14 463.08 1341.14 463.62 1343.21 463.61 1348.56 463.6 1403.08 463.59 1404.03 463.58 1410.99 463.56 1447.46 463.27 1449.73 463.26 1452.42 463.23 1454.96 463.22 1457.89 463.19 1461.49 463.17 1507.13 462.72 1507.8 462.72 1619.31 462 1936.83 462 1940.69 461.5 1943.59 461.07 1946.93 460.61 1950.95 460 1952.86 459.89 1967.13 459.05 1972.78 458.74 1980.26 458.2 1981.2 458.15 1983.2 458 2031.72 458 2034.68 458.19 2035.05 458.19 2038.41 458.42 2038.92 458.41 2040.69 458.54 2045.96 458.52 2083.56 459.66 2103.63 459.66 2110.63 459.63 2120.35 459.52 2149.29 459.51 2151.1 459.52 2155.37 459.52 2158.75 459.5 2176.02 459.53 2178.33 459.55 2182.46 459.57 2184.28 459.57 2187.3 459.55 2188.61 459.56 2229.25 459.63 2234.67 459.68 2239.89 459.72 2248.31 459.8 2251.11 459.82 2254.71 459.86 2255.83 459.86 2260.64 459.9 2262.3 459.88 2266.45 459.89 2266.77 459.88 2271.19 459.85 2292.68 459.66 2303.93 459.68 2311.69 459.73 2313.93 459.71 2315.64 459.72 2319.36 459.69 2338.84 459.79 2342.97 459.89 2348.44 460 2352.15 460.15 2352.35 460.14 2355.85 460.23 2356.14 460.22 2358.88 460.26 2362.71 460.27 2367.62 460.23 2370.5 460.23 2373.15 460.27 2373.87 460.26 2377 460.31 2377.67 460.3 2381.11 460.35 2381.88 460.35 2386.54 460.4 2393.18 460.44 2395.56 460.46 2398.45 460.45 2401.04 460.47 2401.74 460.51 2402.43 460.5 2404.91 460.63 2405.79 460.62 2407.88 460.7 2409.98 460.71 2412.44 460.78 2418.08 460.89 2424 460.93 2427.86 460.93 2431.35 460.92 2432.8 460.94 2433.9 460.93 2435.4 460.95 2440.81 460.99 2442.03 461.01 2446.87 461.04 2448.6 461.03 2450.39 461.05 2453.93 461.06 2455.36 461.05 2457.06 461.07 2458.21 461.06 2462.21 460.9 2463.86 460.91 2465.51 460.8 2466.36 460.81 2468.83 460.66 2470.05 460.64 2473.5 460.43 2474.23 460.42 2478.72 460.13 2479.24 460.12 2484.49 459.75 2485.04 459.68 2489.14 459.38 2490.27 459.25 2492.63 459.07 2494.67 458.82 2495.71 458.73 2501.08 458 2533.08 454 2551.08 454 Page 13 DentonCreekFEMA_Proposed_2_8_16.rep 2581.08 444 2594.49 444 2608.49 437 2638.49 437 2652.49 444 2663.49 444 2683.49 454 2692.49 454 2701.09 456 2704.78 457.29 2706.16 457.56 2706.84 457.73 2708.19 458 2713.54 459 2714.53 459.17 2718.06 459.88 2728.98 461.26 2729.9 461.42 2741.89 461.32 2744.34 461.23 2751.76 461.01 2757.73 460.82 2765.37 460.54 2772.38 460.61 2778.37 460.23 2778.94 460.23 2781.27 460 2795.97 460 2825.68 461.94 2828.27 461.91 2839.89 461.88 2844.95 461.78 2850.7 461.77 2854.48 461.8 2859.86 461.7 2865.56 461.7 2871.56 461.6 2874.17 461.6 2876.83 461.57 2883.54 461.48 2889.02 461.51 2893.02 461.51 2899.89 461.42 2912.76 460 2922.32 460 2929.45 461.19 2930.93 461.16 2933.97 461.16 2950.93 461.73 2961.88 461.62 2964.38 461.61 2978.54 461.14 2985.26 461.1 2989.64 460.64 3001.61 460.62 3013.38 460.56 3014.8 460.56 3015.28 460.55 3021.22 460.53 3043.61 460.77 3044.69 460.79 3053.28 460.77 3053.7 460.79 3054.23 460.8 3054.84 460.82 3055.52 460.82 3056.23 460.83 3057.11 460.83 3082.19 460.97 3083.71 461 3141.89 461 3154.44 460.75 3166.17 460.61 3194.58 460 3217.35 460 3235.76 459.56 3246.36 459.4 3248.03 459.38 3254.71 459.35 3264.2 459.17 3267.46 459 3293.75 458.27 3299.95 458.14 3302.35 458.1 3304.08 458.08 3307.46 458 3315.28 458 3329.07 457.62 3343.89 457.39 3347.51 457.24 3353.87 457 3409.41 457 3412.87 457.48 3423.5 457.5 3431.02 457.53 3436.3 457.54 3438.81 457.53 3447.66 457.53 3465.72 457.59 3469.46 457.59 3473.88 457.62 3484.96 457.62 3515.31 456.45 3519.35 456.45 3520.51 456.25 3524.68 455.87 3526.29 455.8 3531.49 455.64 3541.01 455.74 3548.06 455.76 3550.8 455.79 3553.63 455.77 3554 455.77 3559.46 455.84 3571.46 455.84 3573.98 455.98 3577.08 456.08 3580.45 456.33 3583.67 455.67 3588.35 454.76 3592.57 454 3600.41 449 3630.41 449 3635.66 453 3636.93 454 3638.27 455 3640.92 456 3645.81 456.89 3647.23 457.03 3651.79 457.77 3656 458.19 3656.6 458.21 3659.71 458.26 3665.98 459.04 3671.23 459.09 3675.18 459.18 3677.47 459.26 3685.02 459.55 3687.17 459.76 3691.51 459.85 3696.6 459.93 3700.76 459.96 3706.4 459.99 3710.18 459.99 3711.71 459.98 3714.01 459.99 3717.25 459.99 3721.08 460.02 3725.2 460.07 3728.79 460.14 3732.89 460.24 3736.05 460.34 3738.39 460.44 3739.92 460.46 3742.21 460.58 3743.54 460.6 3745.87 460.75 3753.37 461.13 3760.34 461.63 3761.66 461.71 3765.49 462 3771.95 462.52 3773.19 462.61 3781.12 463.23 3786.78 463.61 3788.28 463.73 3792.98 464 3913.75 464 4007.76 462.83 4042.23 462.66 4042.96 462.66 4061.39 462.61 4063.87 462.61 4072.65 462.53 4074.7 462.52 4117.32 462.72 4118.98 462.72 4120.41 462.75 4122.29 462.75 4123.87 462.78 4141.97 462.75 4143.69 462.74 4144.73 462.76 4148.38 462.75 4150.32 462.77 4157.14 462.79 4161.75 462.79 4162.48 462.8 4178.17 462.79 4182.65 462.76 4184.33 462.74 4188.38 462.73 4192.83 462.69 4194.03 462.69 4200.77 462.65 4202.7 462.66 4210.81 462.65 4214.73 462.64 4215.85 462.62 4217.77 462.62 4253.67 462.81 4255.9 462.88 4259.58 462.89 4262.62 462.97 4267.8 463.02 4271.58 463.11 4273.07 463.13 4279.81 463.17 4283.55 463.27 4285.01 463.28 4288.6 463.37 4288.98 463.37 4303.25 463.71 4310.06 463.88 4314.69 464 4326.06 464.35 4331.9 464.54 4335.87 464.66 4337.93 464.74 4341.7 464.86 4344.06 464.96 4347.12 465.04 4349.21 465.14 4353.17 465.22 4354.68 465.3 4356.82 465.33 4357.96 465.39 4358.73 465.4 4359.78 465.46 4360.6 465.46 4361.57 465.51 4366.86 465.63 4372.5 465.78 4377.46 465.92 4379.87 466 4418.95 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 2457.06 .045 2741.89 .03 3580.45 .045 3651.79 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2551.08 2683.49 265.57 251.19 249.25 .3 .5 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 1874.49 2423.27 463 T 2729.29 3523.61 463 T 3704.48 3824.49 463 T BRIDGE RIVER: DentonCreek REACH: Reach1 RS: 30805 INPUT Description: Distance from Upstream XS = 50 Deck/Roadway Width = 126 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 343 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1874.49 463 2231.84 464 2232.71 464 2232.92 464 2233.12 464 2234.75 464 2235.4 464 2237.03 464 2238.23 464 2239.94 464 2241.51 464 2243.31 464 2244.76 464 2246.83 464 2248.33 464 2249.56 464 2251.68 464 2252.98 464 2254.21 464 2255.43 464 2257.52 464 2258.79 464 2260.46 464 2261.59 464 2262.86 464 2263.76 464 2264.76 464 2265.57 464 2266.49 464 2267.3 464 2268.46 464 2269.37 464 2271.01 464 2272.16 464 2274.11 464 2275.56 464 2277.02 464 2279.21 464 2280.62 464 2282.67 464 2283.89 464 2284.85 464 2286.62 464 2374.68 465.75 2448.11 467.16 2504.49 467.44 2524.49 467.54 463 2603.08 467.93 463 2652.2 467.93 463 2654.65 468.01 463 2687.49 467.98 463 2707.49 467.97 463 2729.16 467.95 2729.18 467.95 2730.17 467.95 2748.83 467.66 2748.85 467.66 2748.86 467.66 2749.21 467.66 2755.66 467.59 2758.85 467.97 2759.11 467.97 2765.63 467.97 2765.78 467.97 2765.9 467.97 2772.34 467.74 2778.1 467.86 2782.06 467.82 2783.39 467.81 2783.47 467.81 2783.93 467.4 2792.31 467.45 2800.94 467.59 2802.89 467.56 2806.09 467.47 2808.53 467.14 2810 467.2 2812.97 467 2827.56 467.12 2831.21 467.15 2832.05 467.03 2833.64 467.03 2838.78 467.02 2838.79 467.02 2839.95 467 2845.84 467 2848.43 467 2848.79 466.99 2849.35 466.99 2854.33 466.89 2857.55 466.85 2873.23 466.41 2873.48 466.63 2876.12 466.61 2880.8 466.55 2885.68 466.32 2891.06 466.1 2893.3 466.07 2897.19 466.01 2897.34 466.03 2897.59 466 2897.77 465.98 2898.73 465.93 2899.13 465.92 2899.15 465.92 2899.21 465.92 2915.97 465.89 2916.03 465.89 2916.28 465.88 2916.64 465.87 2917.03 465.86 Page 14 DentonCreekFEMA_Proposed_2_8_16.rep 2928.37 465.77 2930.55 465.71 2933.67 465.42 2934.54 465.4 2936.4 465.35 2937.82 465.33 2940.11 465.3 2944.33 465.28 2954.09 465 2969.17 464.69 2980.85 464.44 2983.32 464.64 2985.15 464.63 3003.41 464 3005.84 463.96 3005.98 463.95 3006.67 463.94 3018.28 463.72 3025.18 463.57 3030.1 463.47 3038.92 463.3 3042.1 463.22 3052.39 463.07 3053.78 463 3056.83 463 3065.92 463 3131.1 463 3131.33 463 3131.44 463 3134.85 463.02 3136.95 463.03 3137.92 463.03 3144.31 463.06 3147.29 463.06 3148.07 463.07 3149.76 463.08 3154.46 463.1 3161.7 463.25 3170.83 463.34 3170.89 463.34 3178.04 463.4 3178.08 463.4 3178.09 463.4 3178.74 463.4 3180.82 463.42 3186.22 463.42 3187.49 463.26 3198.59 463.32 3201.72 463.52 3209.29 463.52 3213.18 463.55 3218.29 463.55 3220.61 463.76 3223.01 463.76 3228.11 463.67 3230.61 463.77 3237.6 463.86 3242.9 463.67 3247.84 463.67 3250.4 463.67 3261.07 463.68 3270.14 463.8 3271.66 463.81 3283.57 463.92 3284.82 464 3288.19 464 3290.77 464 3299.82 464.1 3307.73 464.46 3316.23 464.54 3318.57 464.59 3320.59 464.61 3326.63 464.38 3339.28 464.46 3347.71 464.72 3352.15 464.73 3366.88 464.74 3370.66 464.78 3377 465 3379.94 465 3381.03 465 3382.56 465 3383.47 465 3384.22 464.91 3392.91 465 3404.34 465.25 3414.41 465.47 3414.73 465.23 3422.3 465.3 3423.06 465.63 3427.35 465.71 3459.26 465.7 3459.66 465.71 3460.06 465.71 3463.94 465.83 3469.07 465.81 3473.27 465.87 3476.77 465.88 3486.59 465.95 3492 466 3494.79 466.02 3494.99 466.14 3497.07 466.13 3498.87 466.15 3516.34 466.51 3525.69 466.26 3527.99 466.28 3543.99 466.25 3546.15 466.25 3546.22 466.25 3558.66 466.83 3559.09 466.44 3559.75 466.45 3562.87 466.45 3563.24 466.86 3567.57 466.74 3573.61 466.74 463 3581.33 466.58 463 3581.36 466.74 463 3581.38 466.83 463 3582.3 466.87 463 3584.34 466.91 463 3585.11 466.91 463 3585.8 466.9 463 3609.02 466 463 3610.84 466 463 3654.48 466 463 3656.66 466 3657.28 466 3659.55 466 3660.2 466 3660.86 466 3663.27 466 3663.84 466 3666.28 466 3666.71 466 3673.33 466 3673.63 466 3673.92 466 3674.28 466 3677.02 466 3677.42 466 3677.89 466 3681.36 466 3681.82 466 3682.34 466 3685.98 466 3686.39 466 3689.61 466 3691.9 466 3692.13 466 3693.91 466 3696.11 466 3696.18 466 3697.77 466 3699.61 465.97 3703.66 465.89 3703.87 465.89 3707.78 465.83 3711.01 465.79 3711.41 465.79 3714.2 465.76 3714.58 465.76 3717.09 465.73 3718.04 465.73 3718.3 465.73 3720.75 465.71 3721.11 465.71 3723.48 465.68 3723.97 465.68 3726.26 465.64 3726.83 465.64 3727.36 465.64 3727.79 465.64 3730.07 465.6 3730.51 465.6 3731 465.6 3731.61 465.6 3733.51 465.56 3734.29 465.56 3735.09 465.56 3736.19 465.52 3736.99 465.53 3737.66 465.54 3814.34 464 3816.23 464 3817.74 464 3853.37 464 3854.11 464 3854.9 464 3856.41 464 3858.5 464 3859.31 464 3861.48 464 3862.24 464 3864.1 464 3864.69 464 3865.3 464 3866.09 464 3867.2 464 3868.77 464 3870.12 464 3871.75 464 3873.63 464 3875.32 464 3877.18 464 3878.81 464 3880.97 464 3881.97 464 3882.5 464 3884.77 464 3885.11 464 3886.98 464 3887.41 464 3888.1 464 3891.09 464 3892.14 464 3893.27 464 3894.85 464 3896.59 464 3898.65 464 3900.78 464 3903.22 464 3905.48 464 3908.14 464 3910.2 464 3912.74 464 3913.9 464 3915.23 464 3917.31 463.97 3917.36 463.97 3921.31 463.92 Upstream Bridge Cross Section Data Station Elevation Data num= 436 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 470 1.68 470 12.64 469.83 13.41 469.81 21.53 469.67 23.38 469.65 115.92 468 203.6 468 213.68 467.73 214.28 467.72 226.31 467.44 228.16 467.41 232.92 467.29 236.95 467.22 285.35 466 392.17 466 405.08 465.51 408.72 465.45 411.7 465.39 419.41 465.26 420.42 465.25 458.64 464.69 463.74 464.66 465.6 464.64 487.56 464 724.27 464 765.83 463.04 768.27 463 769.35 463 772.31 462.97 773.84 462.94 818.7 464 821.07 464 868.12 463.59 872.78 463.61 877.71 463.61 878.26 463.62 908.5 463.59 915.41 463.55 955.27 462.97 957.61 462.93 959.64 462.91 964.41 462.83 972.26 462.73 981.7 462.54 985.34 462.51 988.9 462.45 1003.73 462.24 1007.26 462.24 1016.24 462.2 1043.18 462.23 1045.93 462.24 1083.38 462.23 1086 462.22 1150.15 462.25 1150.48 462.26 1168.66 462.27 1190.47 462.47 1198.53 462.5 1209.75 462.55 1210.82 462.56 1222.82 462.62 1226.99 462.67 1230.25 462.69 1239.92 462.8 1242.8 462.82 1260.28 462.97 1264.49 463.03 1266.03 463.03 1268.14 463.08 1341.14 463.62 1343.21 463.61 1348.56 463.6 1403.08 463.59 1404.03 463.58 1410.99 463.56 1447.46 463.27 1449.73 463.26 1452.42 463.23 1454.96 463.22 1457.89 463.19 1461.49 463.17 1507.13 462.72 1507.8 462.72 1619.31 462 1936.83 462 1940.69 461.5 1943.59 461.07 1946.93 460.61 1950.95 460 1952.86 459.89 1967.13 459.05 1972.78 458.74 1980.26 458.2 1981.2 458.15 1983.2 458 2031.72 458 2034.68 458.19 2035.05 458.19 2038.41 458.42 2038.92 458.41 2040.69 458.54 2045.96 458.52 2083.56 459.66 2103.63 459.66 2110.63 459.63 2120.35 459.52 2149.29 459.51 2151.1 459.52 2155.37 459.52 2158.75 459.5 2176.02 459.53 2178.33 459.55 2182.46 459.57 2184.28 459.57 2187.3 459.55 2188.61 459.56 2229.25 459.63 2234.67 459.68 2239.89 459.72 2248.31 459.8 2251.11 459.82 2254.71 459.86 2255.83 459.86 2260.64 459.9 2262.3 459.88 2266.45 459.89 2266.77 459.88 2271.19 459.85 2292.68 459.66 2303.93 459.68 2311.69 459.73 2313.93 459.71 2315.64 459.72 2319.36 459.69 2338.84 459.79 2342.97 459.89 2348.44 460 2352.15 460.15 2352.35 460.14 2355.85 460.23 2356.14 460.22 2358.88 460.26 2362.71 460.27 2367.62 460.23 2370.5 460.23 2373.15 460.27 2373.87 460.26 2377 460.31 2377.67 460.3 Page 15 DentonCreekFEMA_Proposed_2_8_16.rep 2381.11 460.35 2381.88 460.35 2386.54 460.4 2393.18 460.44 2395.56 460.46 2398.45 460.45 2401.04 460.47 2401.74 460.51 2402.43 460.5 2404.91 460.63 2405.79 460.62 2407.88 460.7 2409.98 460.71 2412.44 460.78 2418.08 460.89 2424 460.93 2427.86 460.93 2431.35 460.92 2432.8 460.94 2433.9 460.93 2435.4 460.95 2440.81 460.99 2442.03 461.01 2446.87 461.04 2448.6 461.03 2450.39 461.05 2453.93 461.06 2455.36 461.05 2457.06 461.07 2458.21 461.06 2462.21 460.9 2463.86 460.91 2465.51 460.8 2466.36 460.81 2468.83 460.66 2470.05 460.64 2473.5 460.43 2474.23 460.42 2478.72 460.13 2479.24 460.12 2484.49 459.75 2485.04 459.68 2489.14 459.38 2490.27 459.25 2492.63 459.07 2494.67 458.82 2495.71 458.73 2501.08 458 2533.08 454 2551.08 454 2581.08 444 2594.49 444 2608.49 437 2638.49 437 2652.49 444 2663.49 444 2683.49 454 2692.49 454 2701.09 456 2704.78 457.29 2706.16 457.56 2706.84 457.73 2708.19 458 2713.54 459 2714.53 459.17 2718.06 459.88 2728.98 461.26 2729.9 461.42 2741.89 461.32 2744.34 461.23 2751.76 461.01 2757.73 460.82 2765.37 460.54 2772.38 460.61 2778.37 460.23 2778.94 460.23 2781.27 460 2795.97 460 2825.68 461.94 2828.27 461.91 2839.89 461.88 2844.95 461.78 2850.7 461.77 2854.48 461.8 2859.86 461.7 2865.56 461.7 2871.56 461.6 2874.17 461.6 2876.83 461.57 2883.54 461.48 2889.02 461.51 2893.02 461.51 2899.89 461.42 2912.76 460 2922.32 460 2929.45 461.19 2930.93 461.16 2933.97 461.16 2950.93 461.73 2961.88 461.62 2964.38 461.61 2978.54 461.14 2985.26 461.1 2989.64 460.64 3001.61 460.62 3013.38 460.56 3014.8 460.56 3015.28 460.55 3021.22 460.53 3043.61 460.77 3044.69 460.79 3053.28 460.77 3053.7 460.79 3054.23 460.8 3054.84 460.82 3055.52 460.82 3056.23 460.83 3057.11 460.83 3082.19 460.97 3083.71 461 3141.89 461 3154.44 460.75 3166.17 460.61 3194.58 460 3217.35 460 3235.76 459.56 3246.36 459.4 3248.03 459.38 3254.71 459.35 3264.2 459.17 3267.46 459 3293.75 458.27 3299.95 458.14 3302.35 458.1 3304.08 458.08 3307.46 458 3315.28 458 3329.07 457.62 3343.89 457.39 3347.51 457.24 3353.87 457 3409.41 457 3412.87 457.48 3423.5 457.5 3431.02 457.53 3436.3 457.54 3438.81 457.53 3447.66 457.53 3465.72 457.59 3469.46 457.59 3473.88 457.62 3484.96 457.62 3515.31 456.45 3519.35 456.45 3520.51 456.25 3524.68 455.87 3526.29 455.8 3531.49 455.64 3541.01 455.74 3548.06 455.76 3550.8 455.79 3553.63 455.77 3554 455.77 3559.46 455.84 3571.46 455.84 3573.98 455.98 3577.08 456.08 3580.45 456.33 3583.67 455.67 3588.35 454.76 3592.57 454 3600.41 449 3630.41 449 3635.66 453 3636.93 454 3638.27 455 3640.92 456 3645.81 456.89 3647.23 457.03 3651.79 457.77 3656 458.19 3656.6 458.21 3659.71 458.26 3665.98 459.04 3671.23 459.09 3675.18 459.18 3677.47 459.26 3685.02 459.55 3687.17 459.76 3691.51 459.85 3696.6 459.93 3700.76 459.96 3706.4 459.99 3710.18 459.99 3711.71 459.98 3714.01 459.99 3717.25 459.99 3721.08 460.02 3725.2 460.07 3728.79 460.14 3732.89 460.24 3736.05 460.34 3738.39 460.44 3739.92 460.46 3742.21 460.58 3743.54 460.6 3745.87 460.75 3753.37 461.13 3760.34 461.63 3761.66 461.71 3765.49 462 3771.95 462.52 3773.19 462.61 3781.12 463.23 3786.78 463.61 3788.28 463.73 3792.98 464 3913.75 464 4007.76 462.83 4042.23 462.66 4042.96 462.66 4061.39 462.61 4063.87 462.61 4072.65 462.53 4074.7 462.52 4117.32 462.72 4118.98 462.72 4120.41 462.75 4122.29 462.75 4123.87 462.78 4141.97 462.75 4143.69 462.74 4144.73 462.76 4148.38 462.75 4150.32 462.77 4157.14 462.79 4161.75 462.79 4162.48 462.8 4178.17 462.79 4182.65 462.76 4184.33 462.74 4188.38 462.73 4192.83 462.69 4194.03 462.69 4200.77 462.65 4202.7 462.66 4210.81 462.65 4214.73 462.64 4215.85 462.62 4217.77 462.62 4253.67 462.81 4255.9 462.88 4259.58 462.89 4262.62 462.97 4267.8 463.02 4271.58 463.11 4273.07 463.13 4279.81 463.17 4283.55 463.27 4285.01 463.28 4288.6 463.37 4288.98 463.37 4303.25 463.71 4310.06 463.88 4314.69 464 4326.06 464.35 4331.9 464.54 4335.87 464.66 4337.93 464.74 4341.7 464.86 4344.06 464.96 4347.12 465.04 4349.21 465.14 4353.17 465.22 4354.68 465.3 4356.82 465.33 4357.96 465.39 4358.73 465.4 4359.78 465.46 4360.6 465.46 4361.57 465.51 4366.86 465.63 4372.5 465.78 4377.46 465.92 4379.87 466 4418.95 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 2457.06 .045 2741.89 .03 3580.45 .045 3651.79 .06 Bank Sta: Left Right Coeff Contr. Expan. 2551.08 2683.49 .3 .5 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 1874.49 2423.27 463 T 2729.29 3523.61 463 T 3704.48 3824.49 463 T Downstream Deck/Roadway Coordinates num= 359 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1837.66 463 0 2195.01 464 0 2195.88 464 0 2196.09 464 0 2196.29 464 0 2197.92 464 0 2198.57 464 0 2200.2 464 0 2201.4 464 0 2203.11 464 0 2204.68 464 0 2206.48 464 0 2207.93 464 0 2210 464 0 2211.5 464 0 2212.73 464 0 2214.85 464 0 2216.15 464 0 2217.38 464 0 2218.6 464 0 2220.69 464 0 2221.96 464 0 2223.63 464 0 2224.76 464 0 2226.03 464 0 2226.93 464 0 2227.93 464 0 2228.74 464 0 2229.66 464 0 2230.47 464 0 2231.63 464 0 2232.54 464 0 2234.18 464 0 2235.33 464 0 2237.28 464 0 2238.73 464 0 2240.19 464 0 2242.38 464 0 2243.79 464 0 2245.84 464 0 2247.06 464 0 2248.02 464 0 2249.79 464 0 2337.85 465.75 0 2411.28 467.16 0 2467.66 467.44 0 2487.66 467.54 463 2566.25 467.93 463 2615.37 467.93 463 2617.82 468.01 463 2650.66 467.98 463 2670.66 467.97 463 2692.33 467.95 0 2692.35 467.95 0 2693.34 467.95 0 2712 467.66 0 2712.02 467.66 0 2712.03 467.66 0 2712.38 467.66 0 2718.83 467.59 0 2722.02 467.97 0 2722.28 467.97 0 2728.8 467.97 0 2728.95 467.97 0 2729.07 467.97 0 2735.51 467.74 0 2741.27 467.86 0 2745.23 467.82 0 2746.56 467.81 0 2746.64 467.81 0 2747.1 467.4 0 2755.48 467.45 0 2764.11 467.59 0 2766.06 467.56 0 2769.26 467.47 0 2771.7 467.14 0 2773.17 467.2 0 2776.14 467 0 2790.73 467.12 0 2794.38 467.15 0 2795.22 467.03 0 2796.81 467.03 0 2801.95 467.02 0 2801.96 467.02 0 2803.12 467 0 2809.01 467 0 2811.6 467 0 2811.96 466.99 0 2812.52 466.99 0 2817.5 466.89 0 2820.72 466.85 0 2836.4 466.41 0 2836.65 466.63 0 2839.29 466.61 0 2843.97 466.55 0 2848.85 466.32 0 2854.23 466.1 0 2856.47 466.07 0 2860.36 466.01 0 2860.51 466.03 0 2860.76 466 0 2860.94 465.98 0 2861.9 465.93 0 2862.3 465.92 0 2862.32 465.92 0 2862.38 465.92 0 2879.14 465.89 0 2879.2 465.89 0 2879.45 465.88 0 2879.81 465.87 0 2880.2 465.86 0 2891.54 465.77 0 2893.72 465.71 0 2896.84 465.42 0 Page 16 DentonCreekFEMA_Proposed_2_8_16.rep 2897.71 465.4 0 2899.57 465.35 0 2900.99 465.33 0 2903.28 465.3 0 2907.5 465.28 0 2917.26 465 0 2932.34 464.69 0 2944.02 464.44 0 2946.49 464.64 0 2948.32 464.63 0 2966.58 464 0 2969.01 463.96 0 2969.15 463.95 0 2969.84 463.94 0 2981.45 463.72 0 2988.35 463.57 0 2993.27 463.47 0 3002.09 463.3 0 3005.27 463.22 0 3015.56 463.07 0 3016.95 463 0 3020 463 0 3029.09 463 0 3094.27 463 0 3094.5 463 0 3094.61 463 0 3098.02 463.02 0 3100.12 463.03 0 3101.09 463.03 0 3107.48 463.06 0 3110.46 463.06 0 3111.24 463.07 0 3112.93 463.08 0 3117.63 463.1 0 3124.87 463.25 0 3134 463.34 0 3134.06 463.34 0 3141.21 463.4 0 3141.25 463.4 0 3141.26 463.4 0 3141.91 463.4 0 3143.99 463.42 0 3149.39 463.42 0 3150.66 463.26 0 3161.76 463.32 0 3164.89 463.52 0 3172.46 463.52 0 3176.35 463.55 0 3181.46 463.55 0 3183.78 463.76 0 3186.18 463.76 0 3191.28 463.67 0 3193.78 463.77 0 3200.77 463.86 0 3206.07 463.67 0 3211.01 463.67 0 3213.57 463.67 0 3224.24 463.68 0 3233.31 463.8 0 3234.83 463.81 0 3246.74 463.92 0 3247.99 464 0 3251.36 464 0 3253.94 464 0 3262.99 464.1 0 3270.9 464.46 0 3279.4 464.54 0 3281.74 464.59 0 3283.76 464.61 0 3289.8 464.38 0 3302.45 464.46 0 3310.88 464.72 0 3315.32 464.73 0 3330.05 464.74 0 3333.83 464.78 0 3340.17 465 0 3343.11 465 0 3344.2 465 0 3345.73 465 0 3346.64 465 0 3347.39 464.91 0 3356.08 465 0 3367.51 465.25 0 3377.58 465.47 0 3377.9 465.23 0 3385.47 465.3 0 3386.23 465.63 0 3390.52 465.71 0 3422.43 465.7 0 3422.83 465.71 0 3423.23 465.71 0 3427.11 465.83 0 3432.24 465.81 0 3436.44 465.87 0 3439.94 465.88 0 3449.76 465.95 0 3455.17 466 0 3457.96 466.02 0 3458.16 466.14 0 3460.24 466.13 0 3462.04 466.15 0 3479.51 466.51 0 3488.86 466.26 0 3491.16 466.28 0 3507.16 466.25 0 3509.32 466.25 0 3511.07 466.25 463 3521.83 466.83 463 3522.26 466.44 463 3522.92 466.45 463 3526.04 466.45 463 3526.41 466.86 463 3530.74 466.74 463 3541.65 466.74 463 3544.5 466.58 463 3544.53 466.74 463 3544.55 466.83 463 3545.47 466.87 463 3547.51 466.91 463 3548.28 466.91 463 3548.97 466.9 463 3549.66 466.9 463 3572.19 466 463 3591.07 466 463 3594.07 466 0 3595.12 466 0 3597.43 466 0 3598.61 466 0 3601.27 466 0 3604.03 466 0 3606.68 466 0 3609.23 466 0 3610.13 466 0 3612.57 466 0 3613.22 466 0 3613.76 466 0 3614.29 466 0 3616.53 466 0 3617.05 466 0 3617.65 466 0 3619.83 466 0 3620.45 466 0 3622.72 466 0 3623.37 466 0 3624.03 466 0 3626.44 466 0 3627.01 466 0 3629.45 466 0 3629.88 466 0 3636.5 466 0 3636.8 466 0 3637.09 466 0 3637.45 466 0 3640.19 466 0 3640.59 466 0 3641.06 466 0 3644.53 466 0 3644.99 466 0 3645.51 466 0 3649.15 466 0 3649.56 466 0 3652.78 466 0 3655.07 466 0 3655.3 466 0 3657.08 466 0 3659.28 466 0 3659.35 466 0 3660.94 466 0 3662.78 465.97 0 3666.83 465.89 0 3667.04 465.89 0 3670.95 465.83 0 3674.18 465.79 0 3674.58 465.79 0 3677.37 465.76 0 3677.75 465.76 0 3680.26 465.73 0 3681.21 465.73 0 3681.47 465.73 0 3683.92 465.71 0 3684.28 465.71 0 3686.65 465.68 0 3687.14 465.68 0 3689.43 465.64 0 3690 465.64 0 3690.53 465.64 0 3690.96 465.64 0 3693.24 465.6 0 3693.68 465.6 0 3694.17 465.6 0 3694.78 465.6 0 3696.68 465.56 0 3697.46 465.56 0 3698.26 465.56 0 3699.36 465.52 0 3700.16 465.53 0 3700.83 465.54 0 3777.51 464 0 3779.4 464 0 3780.91 464 0 3816.54 464 0 3817.28 464 0 3818.07 464 0 3819.58 464 0 3821.67 464 0 3822.48 464 0 3824.65 464 0 3825.41 464 0 3827.27 464 0 3827.86 464 0 3828.47 464 0 3829.26 464 0 3830.37 464 0 3831.94 464 0 3833.29 464 0 3834.92 464 0 3836.8 464 0 3838.49 464 0 3840.35 464 0 3841.98 464 0 3844.14 464 0 3845.14 464 0 3845.67 464 0 3847.94 464 0 3848.28 464 0 3850.15 464 0 3850.58 464 0 3851.27 464 0 3854.26 464 0 3855.31 464 0 3856.44 464 0 3858.02 464 0 3859.76 464 0 3861.82 464 0 3863.95 464 0 3866.39 464 0 3868.65 464 0 3871.31 464 0 3873.37 464 0 3875.91 464 0 3877.07 464 0 3878.4 464 0 3880.48 463.97 0 3880.53 463.97 0 3884.48 463.92 0 Downstream Bridge Cross Section Data Station Elevation Data num= 460 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 469.94 119.66 469.26 121.05 469.29 121.83 469.27 123.04 469.29 123.95 469.26 124.99 469.24 125.99 469.25 127.13 469.23 128.01 469.23 129.28 469.21 130.25 469.21 131.66 469.19 134.79 469.19 137.09 469.2 138.65 469.17 140.58 469.15 143.08 469.15 145.4 469.11 147.98 469.1 152.69 469.04 154.98 469.02 159.84 468.93 162.77 468.86 164.36 468.84 168.49 468.74 174.35 468.73 178.8 468.6 180.06 468.6 185.32 468.45 186.19 468.44 186.96 468.44 192.53 468.29 193 468.29 193.42 468.28 193.78 468.28 199.12 468.16 199.73 468.16 199.99 468.15 204.54 468.08 205.09 468.08 208.8 468.05 211.92 468.03 214.25 468.02 215.49 468 216.26 468 234.74 467.91 236.72 467.9 238.47 467.9 244.08 467.88 244.33 467.88 248.4 467.86 248.97 467.86 249.21 467.85 253.73 467.83 254.06 467.83 254.44 467.82 255.79 467.82 260.64 467.78 261.58 467.78 261.99 467.77 266.64 467.73 267.1 467.73 270.99 467.69 271.42 467.69 274.38 467.67 280.27 467.61 280.7 467.61 284.84 467.57 285.25 467.57 295.06 467.48 295.53 467.48 297.01 467.47 304.8 467.47 306.93 467.45 307.35 467.45 354.45 467.13 403.99 466.59 407.52 466.56 453.77 466 453.91 466 488.07 464 714.49 464 729.97 463.82 730.08 463.82 744.24 463.65 744.56 463.64 744.98 463.64 761.27 463.45 809.98 462.75 815.84 462.68 819.59 462.62 830.08 462.49 831.96 462.46 860.75 462.09 861.13 462.09 867.5 462.02 867.65 462.02 869.32 462 886.78 462 888.96 462.04 889.64 462.05 898.81 462.27 900.16 462.31 901.51 462.34 903.11 462.39 912.25 462.64 912.73 462.65 918.85 462.82 919.33 462.83 928.06 463.08 928.56 463.09 930.61 463.15 951.66 463.55 953.23 463.55 953.74 463.56 955.42 463.58 957.14 463.59 957.85 463.6 958.96 463.59 959.57 463.59 961.39 463.57 961.9 463.57 964.55 463.54 1001.39 463.47 1003.98 463.49 1004.5 463.49 1004.95 463.5 1007.36 463.5 1008.12 463.51 Page 17 DentonCreekFEMA_Proposed_2_8_16.rep 1024.54 463.57 1025.11 463.57 1025.53 463.56 1027.31 463.55 1030.48 463.55 1032.6 463.53 1033.86 463.53 1035.18 463.52 1040.85 463.46 1042.33 463.46 1049.93 463.38 1051.56 463.38 1057.43 463.32 1059.09 463.32 1100.49 463.16 1135.89 463.16 1138.68 463.15 1144.3 463.15 1146.8 463.14 1148.47 463.15 1150.74 463.15 1152.63 463.14 1153.79 463.14 1154.29 463.15 1154.91 463.15 1190.12 462.91 1192.98 462.91 1200.74 462.95 1395.52 462.71 1396.61 462.7 1398.32 462.69 1400.77 462.66 1420.61 462.46 1421.21 462.46 1421.54 462.45 1422.76 462.45 1428.68 462.41 1429.45 462.41 1430.09 462.4 1434.21 462.39 1434.91 462.38 1436.99 462.38 1439.6 462.37 1447.9 462.36 1457.64 462.31 1468.61 462.31 1470.33 462.32 1470.78 462.32 1495.13 462.41 1495.9 462.41 1498.56 462.42 1499.41 462.43 1502.27 462.44 1503.29 462.45 1545.57 462.51 1546.7 462.52 1549.38 462.52 1550.64 462.53 1563.98 462.54 1565.23 462.55 1607.83 462.53 1608.84 462.54 1612.76 462.52 1677.53 462.6 1681.28 462.59 1682.46 462.6 1690.02 462.59 1690.9 462.58 1693.04 462.58 1695.37 462.59 1696.36 462.58 1699 462.58 1700.34 462.57 1702.8 462.57 1704.42 462.58 1707.33 462.56 1708.61 462.56 1709.66 462.55 1935.01 462.07 1942.34 462 2285.7 462 2352.46 460.32 2355.37 460.18 2355.89 460.17 2356.2 460.17 2360.51 460 2423.25 460 2443.54 459.2 2444.3 459.19 2449.58 459.08 2457.84 458.82 2458.88 458.73 2463.45 458.11 2464.25 458 2496.25 454 2514.25 454 2544.25 444 2557.66 444 2571.66 437 2601.66 437 2615.66 444 2626.66 444 2646.66 454 2655.66 454 2664.26 456 2669.15 456.05 2671.8 456.15 2677.35 456.18 2678.25 456.22 2689.19 456.56 2693.13 456.77 2694.64 456.8 2695.08 456.71 2696.85 456.84 2698.41 456.93 2698.79 457 2699.5 457 2700.1 457.04 2701.91 457.09 2704.77 457.23 2708.28 457.37 2708.48 457.41 2712.09 457.61 2722.23 457.83 2723.57 457.82 2727.28 457.97 2727.97 458 2737.2 458.23 2737.51 458.2 2740.51 458.38 2748.19 458.94 2748.34 458.98 2748.58 458.97 2749.28 459.02 2750.75 459.11 2751.15 459.12 2753.7 459.1 2763.03 459.4 2765.06 459.33 2767.05 459.14 2769.42 459.14 2769.78 459.13 2781.84 459.46 2783.34 459.46 2786.89 459.2 2791.34 459.24 2791.79 459.54 2795.57 459.77 2797.69 459.71 2800.82 459.86 2801.33 459.51 2803.45 459.48 2831.64 459.86 2847.78 459.98 2848.81 459.99 2849.2 459.99 2871.04 460.26 2877.36 460.28 2897.15 460.44 2898.79 460.44 2899.43 460.82 2906.5 460.92 2907.98 461 2912.75 461 2915.69 461.23 2917.02 461.27 2919.15 461.3 2922.69 461 2936.06 461 2945.69 460.82 2949.53 460.82 2950.44 460.83 2951.13 460.82 2952.19 460.82 2955.86 460.84 2956.18 460.85 2958.39 460.87 2966.91 460.77 2971.28 460.76 2975.13 460.93 2975.42 461 2976.52 461.01 2976.93 461.02 2980.08 461.06 2982.18 461.07 2985.56 461 2985.96 460.99 2986.41 461 2991.04 461.09 2997.9 461.02 2999.44 461.01 2999.59 461 3000.78 460.99 3004.04 460.99 3004.66 461 3005.63 460.99 3011.78 460.87 3019.23 460.69 3032.75 460.42 3036.45 460.33 3037.45 460.28 3040.66 460.25 3045.16 460.17 3054.74 460.04 3055.49 460.02 3056.64 460 3061.65 460 3064.9 459.96 3065.19 460 3065.42 460 3066.09 459.96 3069.69 459.93 3070.71 460 3072.52 460 3075.47 460.26 3083.46 460.06 3085.5 460 3085.73 460 3099.52 459.62 3100.79 459.58 3113.7 459.39 3115.36 459.37 3125.23 459 3182.71 458 3185.33 457.96 3185.58 457.95 3186.05 457.95 3341.3 455.8 3344.5 455.61 3349.03 455.37 3357.6 454.6 3365.89 455.29 3388.24 455.57 3420.35 455.26 3453.68 455.74 3464.93 456 3514.12 457.62 3516.11 456.33 3519.33 455.67 3524.01 454.76 3528.23 454 3536.07 449 3566.07 449 3572.07 454 3575.48 454.63 3581.07 455.58 3582.32 455.81 3583.53 456 3589.09 457.02 3593.59 457.82 3594.63 458 3607.89 459.58 3608.77 459.68 3611.46 460 3629.73 461.17 3641.54 462 3643.32 462.09 3648.22 462.32 3649.06 462.34 3651.68 462.47 3657.28 462.73 3658.89 462.76 3664.58 462.98 3666.49 463 3671.16 463.16 3672.99 463.21 3676.76 463.29 3678.9 463.29 3680.88 463.32 3682.78 463.34 3684.58 463.35 3686.22 463.34 3689.61 463.34 3691.32 463.33 3692.38 463.33 3693.85 463.31 3694.7 463.32 3697.29 463.28 3698.17 463.29 3705.75 463.32 3706.57 463.31 3707.15 463.31 3708.7 463.28 3709.32 463.28 3710.16 463.27 3711.18 463.27 3712.26 463.26 3713.96 463.23 3715.06 463.22 3716.09 463.22 3717.94 463.18 3718.92 463.18 3720.74 463.13 3753.92 462.9 3756.51 462.89 3757.85 462.89 3760.07 462.92 3761.41 462.92 3778.84 463.04 3779.69 463.05 3789.99 463.11 3791.08 463.12 3813.51 463.08 3814.87 463.07 3816.6 463.05 3819.77 463.03 3820.83 463.02 3822.79 463.01 3823.6 463 3825.49 462.99 3871.83 463.56 3874.73 463.66 3874.94 463.66 3878.2 463.77 3878.41 463.77 3881.56 463.85 3881.77 463.86 3882.07 463.86 3884.94 463.92 3885.33 463.93 3888.17 463.97 3891.04 464 3905.23 464 3910.26 463.95 3910.76 463.95 3913.83 463.91 3922.07 464 4263.87 464 4297.26 466 4403.42 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 2544.25 .045 2693.13 .06 3514.12 .045 3594.63 .06 Bank Sta: Left Right Coeff Contr. Expan. 2514.25 2646.66 .3 .5 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 1874.49 2474.49 463 T 2764.8 3435.12 463 T 3740.69 4450 466 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Abutments = 4 Abutment Data Upstream num= 2 Sta Elev Sta Elev 2524.49 463 2546.49 452 Downstream num= 2 Sta Elev Sta Elev 2487.66 463 2509.66 452 Abutment Data Upstream num= 2 Sta Elev Sta Elev 2685.49 452 2707.49 463 Downstream num= 2 Sta Elev Sta Elev 2648.66 452 2670.66 463 Abutment Data Upstream num= 2 Sta Elev Sta Elev 3573.61 463 3593.61 453 Downstream num= 2 Sta Elev Sta Elev 3511.07 463 3531.07 453 Page 18 DentonCreekFEMA_Proposed_2_8_16.rep Abutment Data Upstream num= 2 Sta Elev Sta Elev 3634.48 453 3654.48 463 Downstream num= 2 Sta Elev Sta Elev 3571.07 453 3591.07 463 Number of Piers = 4 Pier Data Pier Station Upstream= 2576.49 Downstream= 2539.66 Upstream num= 2 Width Elev Width Elev 2.5 379 2.5 463 Downstream num= 2 Width Elev Width Elev 2.5 379 2.5 463 Pier Data Pier Station Upstream= 2655.49 Downstream= 2618.66 Upstream num= 2 Width Elev Width Elev 2.5 379 2.5 463 Downstream num= 2 Width Elev Width Elev 2.5 379 2.5 463 Pier Data Pier Station Upstream= 3599.48 Downstream= 3536.07 Upstream num= 2 Width Elev Width Elev 2 420 2 463 Downstream num= 2 Width Elev Width Elev 2 420 2 463 Pier Data Pier Station Upstream= 3629.48 Downstream= 3566.07 Upstream num= 2 Width Elev Width Elev 2 420 2 463 Downstream num= 2 Width Elev Width Elev 2 420 2 463 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 30667 INPUT Description: Station Elevation Data num= 460 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 469.94 119.66 469.26 121.05 469.29 121.83 469.27 123.04 469.29 123.95 469.26 124.99 469.24 125.99 469.25 127.13 469.23 128.01 469.23 129.28 469.21 130.25 469.21 131.66 469.19 134.79 469.19 137.09 469.2 138.65 469.17 140.58 469.15 143.08 469.15 145.4 469.11 147.98 469.1 152.69 469.04 154.98 469.02 159.84 468.93 162.77 468.86 164.36 468.84 168.49 468.74 174.35 468.73 178.8 468.6 180.06 468.6 185.32 468.45 186.19 468.44 186.96 468.44 192.53 468.29 193 468.29 193.42 468.28 193.78 468.28 199.12 468.16 199.73 468.16 199.99 468.15 204.54 468.08 205.09 468.08 208.8 468.05 211.92 468.03 214.25 468.02 215.49 468 216.26 468 234.74 467.91 236.72 467.9 238.47 467.9 244.08 467.88 244.33 467.88 248.4 467.86 248.97 467.86 249.21 467.85 253.73 467.83 254.06 467.83 254.44 467.82 255.79 467.82 260.64 467.78 261.58 467.78 261.99 467.77 266.64 467.73 267.1 467.73 270.99 467.69 271.42 467.69 274.38 467.67 280.27 467.61 280.7 467.61 284.84 467.57 285.25 467.57 295.06 467.48 295.53 467.48 297.01 467.47 304.8 467.47 306.93 467.45 307.35 467.45 354.45 467.13 403.99 466.59 407.52 466.56 453.77 466 453.91 466 488.07 464 714.49 464 729.97 463.82 730.08 463.82 744.24 463.65 744.56 463.64 744.98 463.64 761.27 463.45 809.98 462.75 815.84 462.68 819.59 462.62 830.08 462.49 831.96 462.46 860.75 462.09 861.13 462.09 867.5 462.02 867.65 462.02 869.32 462 886.78 462 888.96 462.04 889.64 462.05 898.81 462.27 900.16 462.31 901.51 462.34 903.11 462.39 912.25 462.64 912.73 462.65 918.85 462.82 919.33 462.83 928.06 463.08 928.56 463.09 930.61 463.15 951.66 463.55 953.23 463.55 953.74 463.56 955.42 463.58 957.14 463.59 957.85 463.6 958.96 463.59 959.57 463.59 961.39 463.57 961.9 463.57 964.55 463.54 1001.39 463.47 1003.98 463.49 1004.5 463.49 1004.95 463.5 1007.36 463.5 1008.12 463.51 1024.54 463.57 1025.11 463.57 1025.53 463.56 1027.31 463.55 1030.48 463.55 1032.6 463.53 1033.86 463.53 1035.18 463.52 1040.85 463.46 1042.33 463.46 1049.93 463.38 1051.56 463.38 1057.43 463.32 1059.09 463.32 1100.49 463.16 1135.89 463.16 1138.68 463.15 1144.3 463.15 1146.8 463.14 1148.47 463.15 1150.74 463.15 1152.63 463.14 1153.79 463.14 1154.29 463.15 1154.91 463.15 1190.12 462.91 1192.98 462.91 1200.74 462.95 1395.52 462.71 1396.61 462.7 1398.32 462.69 1400.77 462.66 1420.61 462.46 1421.21 462.46 1421.54 462.45 1422.76 462.45 1428.68 462.41 1429.45 462.41 1430.09 462.4 1434.21 462.39 1434.91 462.38 1436.99 462.38 1439.6 462.37 1447.9 462.36 1457.64 462.31 1468.61 462.31 1470.33 462.32 1470.78 462.32 1495.13 462.41 1495.9 462.41 1498.56 462.42 1499.41 462.43 1502.27 462.44 1503.29 462.45 1545.57 462.51 1546.7 462.52 1549.38 462.52 1550.64 462.53 1563.98 462.54 1565.23 462.55 1607.83 462.53 1608.84 462.54 1612.76 462.52 1677.53 462.6 1681.28 462.59 Page 19 DentonCreekFEMA_Proposed_2_8_16.rep 1682.46 462.6 1690.02 462.59 1690.9 462.58 1693.04 462.58 1695.37 462.59 1696.36 462.58 1699 462.58 1700.34 462.57 1702.8 462.57 1704.42 462.58 1707.33 462.56 1708.61 462.56 1709.66 462.55 1935.01 462.07 1942.34 462 2285.7 462 2352.46 460.32 2355.37 460.18 2355.89 460.17 2356.2 460.17 2360.51 460 2423.25 460 2443.54 459.2 2444.3 459.19 2449.58 459.08 2457.84 458.82 2458.88 458.73 2463.45 458.11 2464.25 458 2496.25 454 2514.25 454 2544.25 444 2557.66 444 2571.66 437 2601.66 437 2615.66 444 2626.66 444 2646.66 454 2655.66 454 2664.26 456 2669.15 456.05 2671.8 456.15 2677.35 456.18 2678.25 456.22 2689.19 456.56 2693.13 456.77 2694.64 456.8 2695.08 456.71 2696.85 456.84 2698.41 456.93 2698.79 457 2699.5 457 2700.1 457.04 2701.91 457.09 2704.77 457.23 2708.28 457.37 2708.48 457.41 2712.09 457.61 2722.23 457.83 2723.57 457.82 2727.28 457.97 2727.97 458 2737.2 458.23 2737.51 458.2 2740.51 458.38 2748.19 458.94 2748.34 458.98 2748.58 458.97 2749.28 459.02 2750.75 459.11 2751.15 459.12 2753.7 459.1 2763.03 459.4 2765.06 459.33 2767.05 459.14 2769.42 459.14 2769.78 459.13 2781.84 459.46 2783.34 459.46 2786.89 459.2 2791.34 459.24 2791.79 459.54 2795.57 459.77 2797.69 459.71 2800.82 459.86 2801.33 459.51 2803.45 459.48 2831.64 459.86 2847.78 459.98 2848.81 459.99 2849.2 459.99 2871.04 460.26 2877.36 460.28 2897.15 460.44 2898.79 460.44 2899.43 460.82 2906.5 460.92 2907.98 461 2912.75 461 2915.69 461.23 2917.02 461.27 2919.15 461.3 2922.69 461 2936.06 461 2945.69 460.82 2949.53 460.82 2950.44 460.83 2951.13 460.82 2952.19 460.82 2955.86 460.84 2956.18 460.85 2958.39 460.87 2966.91 460.77 2971.28 460.76 2975.13 460.93 2975.42 461 2976.52 461.01 2976.93 461.02 2980.08 461.06 2982.18 461.07 2985.56 461 2985.96 460.99 2986.41 461 2991.04 461.09 2997.9 461.02 2999.44 461.01 2999.59 461 3000.78 460.99 3004.04 460.99 3004.66 461 3005.63 460.99 3011.78 460.87 3019.23 460.69 3032.75 460.42 3036.45 460.33 3037.45 460.28 3040.66 460.25 3045.16 460.17 3054.74 460.04 3055.49 460.02 3056.64 460 3061.65 460 3064.9 459.96 3065.19 460 3065.42 460 3066.09 459.96 3069.69 459.93 3070.71 460 3072.52 460 3075.47 460.26 3083.46 460.06 3085.5 460 3085.73 460 3099.52 459.62 3100.79 459.58 3113.7 459.39 3115.36 459.37 3125.23 459 3182.71 458 3185.33 457.96 3185.58 457.95 3186.05 457.95 3341.3 455.8 3344.5 455.61 3349.03 455.37 3357.6 454.6 3365.89 455.29 3388.24 455.57 3420.35 455.26 3453.68 455.74 3464.93 456 3514.12 457.62 3516.11 456.33 3519.33 455.67 3524.01 454.76 3528.23 454 3536.07 449 3566.07 449 3572.07 454 3575.48 454.63 3581.07 455.58 3582.32 455.81 3583.53 456 3589.09 457.02 3593.59 457.82 3594.63 458 3607.89 459.58 3608.77 459.68 3611.46 460 3629.73 461.17 3641.54 462 3643.32 462.09 3648.22 462.32 3649.06 462.34 3651.68 462.47 3657.28 462.73 3658.89 462.76 3664.58 462.98 3666.49 463 3671.16 463.16 3672.99 463.21 3676.76 463.29 3678.9 463.29 3680.88 463.32 3682.78 463.34 3684.58 463.35 3686.22 463.34 3689.61 463.34 3691.32 463.33 3692.38 463.33 3693.85 463.31 3694.7 463.32 3697.29 463.28 3698.17 463.29 3705.75 463.32 3706.57 463.31 3707.15 463.31 3708.7 463.28 3709.32 463.28 3710.16 463.27 3711.18 463.27 3712.26 463.26 3713.96 463.23 3715.06 463.22 3716.09 463.22 3717.94 463.18 3718.92 463.18 3720.74 463.13 3753.92 462.9 3756.51 462.89 3757.85 462.89 3760.07 462.92 3761.41 462.92 3778.84 463.04 3779.69 463.05 3789.99 463.11 3791.08 463.12 3813.51 463.08 3814.87 463.07 3816.6 463.05 3819.77 463.03 3820.83 463.02 3822.79 463.01 3823.6 463 3825.49 462.99 3871.83 463.56 3874.73 463.66 3874.94 463.66 3878.2 463.77 3878.41 463.77 3881.56 463.85 3881.77 463.86 3882.07 463.86 3884.94 463.92 3885.33 463.93 3888.17 463.97 3891.04 464 3905.23 464 3910.26 463.95 3910.76 463.95 3913.83 463.91 3922.07 464 4263.87 464 4297.26 466 4403.42 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 2544.25 .045 2693.13 .06 3514.12 .045 3594.63 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2514.25 2646.66 380.57 437.92 381.16 .3 .5 Ineffective Flow num= 3 Sta L Sta R Elev Permanent 1874.49 2474.49 463 T 2764.8 3435.12 463 T 3740.69 4450 466 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 30229 INPUT Description: Station Elevation Data num= 208 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 463.86 37.29 463.65 44.33 463.71 45 463.71 51.17 463.76 54.93 463.77 55.37 463.78 62.79 463.79 65.64 463.78 65.96 463.79 67.84 463.79 69.03 463.78 81.21 463.76 82.07 463.74 83.52 463.73 88.35 463.63 97.06 463.5 97.8 463.48 103.61 463.39 104.68 463.37 141.28 462.78 144.92 462.71 150.34 462.63 151.33 462.61 156.2 462.54 156.79 462.53 161.06 462.48 192.47 462 218.16 461.18 222.06 461.03 228.13 460.83 232.64 460.65 238.93 460.46 240.42 460.42 243.52 460.28 246.81 460.15 247.37 460.13 250.51 460 250.7 459.99 271.06 458.74 276.71 458.34 278.46 458.23 281.61 458 282.2 458 293.36 456.96 294.78 456.89 296.02 456.84 298.92 456.56 299.82 456.52 304.16 456 306.8 454.82 308.54 454 310.3 452.87 311.81 452 314.2 450.82 315.73 450 321.7 448.27 322.56 448 323.02 447.86 330.1 446 330.43 445.85 331.04 445.63 334.29 444.42 335.74 444 349.7 438 363.67 444 390.21 445.04 407.15 445.18 409.42 445.44 409.71 445.42 410.17 445.42 418.68 446 481.37 446 510.86 446.68 511.24 446.69 525.21 446.86 526.18 446.88 527.47 446.9 535.4 447 539.94 447.08 551.43 447.25 559.28 447.32 562.21 447.37 563.84 447.38 566.52 447.42 569.13 447.44 570.21 447.46 574.49 447.51 579.38 447.54 580.37 447.55 582.58 447.55 623.45 447.98 624.56 448 635.09 449.49 635.7 449.58 636.07 449.63 639.69 449.85 647.07 449.93 649.68 449.93 650.75 449.49 658.7 449.71 663.82 449.62 674.02 449.99 674.09 450 674.31 450.02 702.68 451.99 702.78 452 702.89 452.01 720.78 453 725.99 453.37 726.31 453.26 748.21 454 790.46 454.93 792.11 454.97 792.62 454.98 793.33 455 793.49 455 856.62 455.98 881.91 456.19 987.24 456.56 1071.13 456.3 1116.74 456 1167.41 455.77 1181.48 455.64 1229.71 455 1236.63 454.95 1238.03 454.96 1239.49 455 1243.5 454.83 1248.74 454.74 1251.65 454.68 1281.87 454.25 1285.99 454.23 1299.71 454.46 1312.47 454.95 1320.17 455 1325.1 455.26 1362.81 455.75 1372.48 456 1378.44 456 1381.38 455.82 1381.88 455.77 1382.77 455.69 1389.49 455.21 1393.17 454.98 1395.29 454.72 1396.99 454.64 1398.16 454.62 1400.25 454.29 1400.7 454.28 1402.49 454 1403.48 453.82 1403.88 453.73 1406.67 453.2 1408.24 452.82 1411.73 452 1412.39 451.84 1413.32 451.6 1417.05 450.68 1419.67 450.02 1442.24 450 1443.63 450.31 1444.62 450.54 1447.15 451.11 1448.25 451.37 1449.11 451.57 1451.22 452 1454.59 452.75 1456.8 453.26 1460.23 454 1462.44 454.49 1465.3 455.1 1467.4 455.58 1469.39 456 1476.04 457.22 1477.57 457.61 1479.38 458 1481.53 458 1505 459.4 1515.31 460 Page 20 DentonCreekFEMA_Proposed_2_8_16.rep 1754.65 460 1787.71 461.02 1797.59 461.14 1801.53 461.17 1802.25 461.18 1808.48 461.18 1874.71 462 2021.29 462 2070.64 462.57 2071.05 462.58 2071.59 462.6 2072.27 462.61 2073.36 462.6 2074.84 462.64 2076.8 462.7 2082.91 462.92 2083.88 462.96 2085.07 462.99 2085.87 463 2088.85 463.06 2090.21 463.08 2116.39 464 2229.29 464 2263.96 464.21 2264.54 464.21 2277.99 464.3 2279.07 464.3 2335.73 464.72 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .04 282.2 .06 322.56 .045 624.56 .06 674.09 .03 1229.71 .06 1372.48 .045 1515.31 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 308.54 748.21 91 95.19 145.78 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 929.01 1040.83 463 F 1551.91 2500 466 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 30134 INPUT Description: Station Elevation Data num= 204 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 465.53 .28 465.53 2.14 465.49 6.58 465.41 19.77 465.09 22.45 465.01 26.39 464.93 28.39 464.87 32.35 464.78 36.84 464.65 39.87 464.58 50.98 464.25 52.13 464.22 59.19 464.01 59.45 464 124.02 462.91 134.41 462.71 140.83 462.61 172.95 462 191.64 460 198.07 459.08 200.41 458.76 205.95 458 215.85 456.09 216.18 456.03 216.34 456 223.52 454.39 225.24 454 232.65 452.51 235.02 452 240.37 450.59 242.64 450 249.16 448.07 249.41 448 257.8 446 258.48 445.87 268.03 444 273.69 442.63 280.02 441.33 283.67 440.55 285.31 440.22 285.74 440.13 286.73 440 295.13 437.9 339.41 437.9 347.81 440 352.62 440.57 354.64 440.82 358.93 441.2 359.68 441.29 359.88 441.32 371.37 442 373.05 442.05 386.89 442.3 390.31 442.33 402.78 442.54 409.76 442.6 417.2 442.77 426.54 444 512.02 444 513.47 444.21 513.9 444.24 516.91 444.51 517.11 444.53 519.15 444.7 520.86 444.8 522.82 444.95 524.48 445.06 534.43 445.62 535.11 445.66 535.63 445.68 540.82 446 541.35 446.02 541.47 446.02 551.29 446.4 552.71 446.49 558.42 446.72 561.22 446.92 564.97 447.08 569.37 447.41 570 447.45 577.27 448 577.5 448.02 585.49 448.6 589.21 448.83 593.9 449.15 602.61 449.67 603.97 449.76 604.77 449.81 608.11 450 612.86 450.61 619.76 451.45 624.53 452 630.61 452.88 635.48 453.52 639.63 454 712.13 454 713.47 453.96 716.78 453.84 720.4 453.77 728.86 453.51 731.78 453.41 740.6 453.22 743.55 453.13 747.29 453.08 747.48 453.08 753.25 453.24 765.68 453.7 778.24 454 796.23 454.22 811.76 454.53 869.05 454.66 905.88 454.6 908.92 454.58 975.02 454.39 977.52 454.33 977.83 454.3 981.16 454.28 987.95 454.19 992.2 454 1005.97 453.68 1011.8 453.57 1025.35 453.19 1034.36 453 1057.75 452.38 1058.56 452.31 1062.03 452 1063.17 452 1071.1 451.23 1073.3 451.28 1074.12 451.25 1078.17 451.23 1081.69 451.35 1082.44 452 1083.94 451.51 1123.31 456 1136.52 456 1137.8 456.11 1165.24 457.66 1170.31 457.88 1172.88 458 1209.31 458 1219.64 456.62 1222.43 456.26 1224.17 456 1231.47 454.58 1249.82 451.23 1252.33 450.78 1254.88 450.38 1257.67 450 1321.92 450 1331.38 451.56 1334.23 451.76 1336.9 452 1337.39 452 1341.39 453.22 1342.37 453.55 1343.94 454 1366.63 455.55 1372.46 456 1372.79 456 1376.93 456.31 1400.45 458 1402.44 458.28 1403.51 458.42 1408.48 459.03 1414.23 459.77 1416.43 460 1508.77 460 1565.54 461.1 1567.75 461.12 1570.18 461.12 1571.81 461.13 1573.33 461.13 1574.49 461.14 1578.52 461.14 1579.98 461.15 1584.17 461.15 1585.19 461.16 1586.58 461.16 1601.84 461.23 1602.6 461.23 1604.45 461.25 1605.73 461.25 1606.63 461.26 1608.11 461.26 1609.07 461.27 1610.59 461.27 1627.74 461.34 1667.55 462 2021.21 462 2026.66 462.28 2027.54 462.34 2033.34 462.58 2035.07 462.69 2038.48 462.86 2041.46 463.04 2043.57 463.16 2045.38 463.25 2050.26 463.55 2052.62 463.68 2058.12 464 2117.77 464 2305.88 465.06 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .05 205.95 .03 268.03 .06 639.63 .03 1172.88 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 225.24 639.63 677.64 694.49 758.65 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 1444.61 2400 465 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 29439 INPUT Description: Station Elevation Data num= 212 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 464 16.26 464 50.7 462.49 53.7 462.35 61.96 462 132.54 462 164.3 461.07 165.94 460.99 168.35 460.86 169.6 460.86 170.43 460.81 171.69 460.74 176.08 460.47 177.32 460.4 179.3 460.27 179.84 460.27 182.71 460.07 182.93 460.07 183.71 460 195.29 458.04 195.46 458.01 196.5 457.77 203.92 456 204.25 455.9 210.99 454 212.23 453.7 219.45 452 224.02 451 228.33 450 235.75 448 243.72 446 253.19 444 253.49 444 258.7 443.59 264.54 443.17 269.91 442.86 282.74 442 293 437.27 303.69 442 311.66 443.05 319.53 444 322.95 444.5 329.03 445.31 331.94 445.72 334.02 446 337.1 446.76 341.54 447.88 342.03 448 349.88 449.69 351.21 450 363.55 452 373.35 454 377.17 454.71 384.52 456 389.07 456.73 396.61 458 435.79 458 447.32 456 454.95 456 464.48 454.64 469.63 454 474.01 452.25 479.24 450.07 479.4 450 480.2 449.68 484.44 448 485.69 447.54 489.79 446 490.67 445.73 495.88 444 498.08 443.37 504.35 442 522.16 442 524.57 443.18 526.36 444 529.22 445.51 530.13 446 532.52 447.26 533.75 447.94 533.86 448 535.69 448.96 537.53 450 538.84 450.83 540.74 452 543.56 454 545.38 455.31 546.46 456 548.09 456.92 550.58 458 552.51 458 560.62 458.74 565.27 459.09 573.36 459.66 576.81 460 716.81 460 753.67 459.58 755.68 459.61 768.25 460 785.18 460 802.17 459.32 803.94 459.28 807.65 459.25 811.54 459.24 814.06 459.2 818.03 459.2 Page 21 DentonCreekFEMA_Proposed_2_8_16.rep 822.07 459.18 829 459.08 832.89 459.08 835.99 459.01 840.07 459.03 867.31 458.69 885.56 459.24 887.67 459.13 890.15 459.09 891.61 459.05 896.7 459 905.87 459 909.26 459.01 909.57 459.01 912.18 459.15 916.2 459.32 924.96 459.5 934.1 459.59 940.26 459.45 947.84 459.2 949.13 459.13 954.09 458.83 974.61 458.39 991.07 458.3 992.24 458.31 992.38 458.28 994.71 457.9 1000.11 457 1000.33 456.96 1019.92 453.75 1029.01 453.26 1035.94 452.94 1041.1 452.78 1053.07 452.78 1058.34 452.86 1058.6 452.86 1065.57 453.37 1067.24 453.6 1069.32 454 1070.63 454 1090.87 455.91 1091.85 456 1142.78 458 1163.85 458 1165.16 457.97 1173.22 457.73 1173.79 457.71 1176.94 457.65 1179.32 457.65 1179.99 457.66 1181.96 457.7 1183.88 457.75 1184.32 457.76 1186.35 457.78 1188.55 457.79 1188.89 457.8 1191.31 457.82 1191.57 457.83 1194.26 457.86 1194.43 457.87 1197.36 457.91 1200.56 457.95 1206.9 457.96 1207.5 458 1212.91 458 1214.93 458.08 1215.06 458.09 1215.42 458.12 1215.96 458.2 1219.3 458.55 1224.95 459.59 1226.11 459.78 1227.16 460 1348.31 460 1350.19 460.04 1351.39 460.04 1351.69 460.05 1352.07 460.06 1352.91 460.06 1353.45 460.07 1413.85 462 1688.21 462 1718.16 462.67 1719.3 462.68 1739.29 462.64 1740.03 462.63 1740.59 462.62 1741.91 462.66 1742.52 462.67 1743.57 462.68 1745.72 462.73 1750.34 462.81 1752.82 462.87 1764.42 462.93 1765.66 462.93 1767.75 462.98 1768.97 462.99 1772.7 463.06 1784.37 463.31 1788.7 463.43 1789.07 463.43 1790.14 463.47 1790.5 463.47 1835.87 464 2083.55 464 2156.3 464.81 2157.36 464.81 Manning's n Values num= 2 Sta n Val Sta n Val 0 .03 253.19 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 210.99 373.35 70.41 76.48 103.34 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 1242.16 1496.62 462 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 29363 INPUT Description: Station Elevation Data num= 185 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 463.56 70.96 462 147.52 460 160.95 458 185.61 452.15 186.22 452 194.53 450 194.84 449.94 195.79 449.74 204.31 448 209.16 446.88 212.74 446 221.84 444 229.4 442.76 234.3 442 253.5 437.2 270.43 442 292.87 444 301.14 446 305.9 447.06 310.21 448 319.39 449.58 321.87 450 329.56 451.2 334.42 452 349.36 454 354.19 454.63 364.98 456 376.38 456 382.55 456.19 388.91 456.03 390.24 456 393.95 456 396.58 455.7 401.14 455.47 402.41 455.32 405.46 455.12 407.86 454.95 409.29 454.79 412.64 454.51 413.43 454.44 416.07 454.24 416.33 454.21 419.01 454 420.22 453.91 424.01 453.61 424.53 453.59 425.44 453.57 429.08 453.3 430.98 453.23 443.27 452 447.49 452 452.04 450.55 453.69 450 454.49 449.72 459.67 448 461.88 447.21 465.49 446 468.87 444.79 469.87 444.39 471.19 444 473.49 443.25 476.97 442 490.1 444 494.89 444.41 511.43 446 513.65 448 515 449.26 515.82 450 519.05 453.02 520.11 454 520.92 454.77 523.9 457.51 524.43 458 525.14 458.65 526.62 460 587.57 460 671.04 458.63 712.34 458.13 712.51 458.14 716.66 458.26 718.48 458.2 720.6 458.12 722.77 458.02 723.27 458 757.66 458 760.73 458.08 765.59 458.04 768 458.04 770.41 458.05 771.85 458 782.43 458 789.44 458.59 796.23 458 799.6 458 817.33 457.54 818.04 457.49 818.79 457.39 820.59 457.1 821.24 457.03 821.36 457.03 822.02 457 835.46 456.51 844.55 456 847.14 455.71 850.51 455.32 852.26 455.13 853.37 455 856.39 454.66 869.58 453.08 870.36 453 881.28 451.93 881.44 451.92 881.68 451.91 892.56 451.56 903.87 451 904.37 450.98 904.84 450.97 904.98 450.97 911.42 450.82 918.14 450.63 926.29 450.48 934.38 450.25 954.69 449.9 967.42 449.88 995.42 449.59 1001.5 449.56 1025.71 451.16 1027.47 451.3 1039.12 452 1043.38 452.4 1045.54 452.61 1052.26 453.24 1054.3 453.44 1056.36 453.69 1060.4 454 1079.35 456 1080 456.07 1080.33 456.1 1083.59 456.42 1088.26 456.86 1089.68 457 1103.38 458.31 1107.19 458.44 1118.03 458.68 1119.97 458.69 1136.82 459 1137.52 459.01 1138.07 459.02 1153.58 459.42 1156.95 459.52 1182.36 459.96 1185.76 460 1215.05 460.04 1217.05 460 1221.66 460 1229.42 460.19 1230.12 460.19 1279.39 460.69 1282.63 460.7 1284.81 460.76 1288.59 460.8 1291.41 460.87 1295.08 460.91 1302.87 461.2 1326.07 462 1635.96 462 1645.28 462.21 1665.27 462.46 1666.43 462.47 1674.64 462.58 1675.96 462.61 1678.24 462.62 1808.66 464 1869.52 464 1870.07 463.97 1873.02 463.84 1884.91 463.47 1887.41 463.42 1887.78 463.43 1890.05 463.38 1891.79 463.33 1919.32 464 2045.27 464 2079.96 464.78 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 221.84 .06 526.62 .05 796.23 .03 1136.82 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 160.95 349.36 122.92 125.32 133.7 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 850 1100 453 T 1254.6 1334.34 462 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 29238 INPUT Description: Station Elevation Data num= 276 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 464 37.17 464 39.99 463.91 40.27 463.9 40.59 463.89 44.12 463.77 44.89 463.75 45.79 463.72 50.2 463.56 51.74 463.51 56.51 463.34 62.21 463.18 67.01 463.01 72.19 462.86 78.72 462.64 85.05 462.47 87.93 462.37 88.71 462.35 94.68 462.23 95.09 462.21 103 462 118.13 462 119 461.95 119.57 461.92 132.55 461.19 145.25 460.41 148.5 460.22 151.95 460 163.33 458 172.34 456 179 454 180.93 453.51 186.71 452 198.17 450.17 199.25 450 199.59 449.93 209.35 448 218.09 446.51 220.96 446 230.92 444 243.76 442 262.63 440.38 268 437.09 279.74 441 289.45 442 301.53 444 310.42 445.69 312.12 446 313.3 446.26 319.73 447.63 Page 22 DentonCreekFEMA_Proposed_2_8_16.rep 321.44 448 330.04 450 338.06 451.6 340.1 452 351.76 454 358.21 454.88 362.62 455.47 367.56 456 369.35 456.31 370.1 456.41 372.83 456.82 375.16 457.13 376.58 457.34 381 457.95 381.32 458 397.63 458 401.99 457.55 403.89 457.42 406.69 457.16 408.95 457.02 411.17 456.82 421.67 456 422.91 456 423.73 455.87 424.08 455.86 427.39 455.61 435.34 454.91 443.05 454.28 446 454 446.45 454 451.21 453.39 456.69 452.6 458.7 452.32 460.77 452 463.57 451.37 470.2 450 471.38 449.64 474.14 449.1 484 441 494.84 449.24 497.18 450 500.96 450.74 508.34 452 510.89 452.41 519.03 454 523 455.03 526.5 456 528.1 456.26 533.56 457.11 533.68 457.13 535.62 457.44 538.01 457.59 541.11 458 544.14 458 546.3 457.84 546.99 457.91 549.96 457.77 550.23 457.8 552.81 457.94 555.37 457.91 561.11 457.82 571.38 458.02 571.96 458.01 572.21 458.01 618.87 459.22 623.55 459.07 624.33 459.06 625.19 459.06 625.97 459.05 685.29 459.28 692.36 459.26 693.73 459.23 694.85 459.21 701.54 459.21 709.57 459.13 715.36 459 726.98 458 727.88 457.84 728.63 457.79 732.69 457 736.56 456.64 743.79 456.18 744.09 456.15 744.31 456.14 745.21 456.08 746.03 456.04 746.63 456 748.25 455.91 758.36 455.26 760.33 455 761.51 454.84 778.32 453.02 778.45 453 779.09 452.9 785.07 452 785.89 451.91 793.91 451 794.94 450.88 797.22 450.78 807.13 450 809.32 449.9 811.55 449.82 825.65 449.24 838.8 448.84 844.04 448.69 848.74 448.63 867.13 448.31 868.22 448.31 877.32 448.22 878.5 448.21 880.77 448.2 882.48 448.18 883.7 448.16 894.5 448.09 895.93 448.09 898.47 448.05 900.87 448 1081.28 448 1172.06 448 1191.11 448 1284.85 448 1287.77 449 1289.03 449.21 1290.65 449.69 1294.57 449.99 1294.65 449.99 1294.73 450.01 1307.66 452 1310.02 452.37 1310.73 452.5 1317.21 453.77 1318.34 454 1322.72 454.87 1324.32 455.17 1328.45 455.98 1334.11 457 1334.56 457.06 1335.34 457.16 1347.85 458 1352.87 458 1354.86 458.06 1356.2 458.11 1362.44 458 1570.78 458 1571.55 458.04 1571.7 458.04 1575.34 458.32 1575.88 458.33 1584.59 458.7 1587.82 458.71 1590.41 458.75 1594.88 458.87 1596.56 458.91 1598.29 458.96 1599.96 459 1602.09 459.12 1603.75 459.16 1614.98 459.37 1616.03 459.32 1619.17 459.39 1620.02 459.36 1625.3 459.49 1625.96 459.48 1629.57 459.58 1630.2 459.58 1634.38 459.7 1634.96 459.72 1639.9 459.96 1640.76 460 1646.84 460.38 1649.11 460.53 1650.4 460.62 1657.23 461.07 1660.52 461.3 1662.35 461.42 1666.55 461.74 1667.27 461.79 1669.76 462 1674.34 462.05 1674.63 462.06 1724.58 462.62 1726.79 462.67 1740.38 462.85 1743.24 462.92 1750.91 463.01 1760.71 463.27 1763.94 463.31 1765.59 463.36 1773.71 463.45 1775 463.46 1776.23 463.46 1780.77 463.51 1782.39 463.54 1783.49 463.55 1784.62 463.57 1786.76 463.59 1793.89 463.57 1794.6 463.56 1796.59 463.56 1797.24 463.55 1800.77 463.45 1801.83 463.41 1803.5 463.4 1804.66 463.35 1805.86 463.31 1806.99 463.26 1808.57 463.23 1809.58 463.19 1810.47 463.16 1811.53 463.11 1813.27 463.04 1814.84 462.99 1817.95 462.86 1823.66 462.72 1827.55 462.52 1828.48 462.5 1833.33 462.22 1836.83 462 1924.97 462 1941.11 462.67 1946.68 462.83 1952.76 463.06 1962.81 463.31 1967.34 463.47 1989.6 464 2037.56 464 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 243.76 .06 715.36 .03 1307.66 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 179 351.76 127.71 128.37 130.66 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 760 2037.56 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 29109 INPUT Description: Station Elevation Data num= 245 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 462.99 41.81 462.52 44.39 462.47 45.17 462.47 68.74 462 89.68 461.26 107.06 460.51 109.67 460.41 118.33 460.03 119.05 460 119.33 459.96 131.94 458 137.33 456.86 141.33 456 149.45 454 157.42 452 159.03 451.66 166.6 450 176.19 448.2 177.22 448 190.75 446 191.67 445.91 229.16 442 246.47 436.97 263.78 442 275.5 444 292.53 447.56 294.61 448 304.43 450 311 451.49 313.21 452 322.15 454 322.79 454.11 324.33 454.36 330.43 455.39 334.14 456 345.91 457.74 347.7 458 381.97 458 383.07 457.92 389.76 457.54 392.02 457.44 394.31 457.3 397.93 457.16 399.99 457.04 422.61 456 423.82 456 425.71 454.53 426.37 454 427.05 453.5 429.12 452 431.2 450.6 432.07 450 432.76 449.53 435.1 448 436.62 447.03 438.35 446 442.2 444.06 442.32 444 450.47 442.82 454.24 442.41 455.7 442.34 459.18 442 472 440 484.82 442 488.3 442.42 493.09 443.13 496.11 443.55 496.99 443.68 498.94 444 500.5 451.09 503.63 450.76 504.74 451.47 506.82 456.96 507.76 457 511.35 457.16 521.95 457.34 522.25 456.93 522.33 457.35 524 457.42 527.9 457.94 528.46 457.93 528.6 458 529.86 458 532.28 458.23 532.58 458 534 457.2 534.28 457 535.89 456.09 536.04 456 537.77 455 538.42 454.63 539.32 454.11 541.2 453.64 542.91 453 544.03 452.78 546.2 452 548.36 451.49 550.07 451.08 550.43 451 551.58 451 552.74 450.93 554.57 450.72 556.13 450.53 567.28 453.07 569.19 453.35 572.35 453.75 572.63 453.82 574.71 454 576.66 454 579.58 454.14 579.83 454.15 583.33 454.22 583.83 454.24 586.89 454.29 590.78 454.31 591.52 454.33 592.88 454.36 593.8 454.39 595.1 454.45 596.2 454.49 602.08 455.09 603.57 455.21 604.65 455.31 606.09 455.45 607.15 455.54 613.5 456.23 624.55 456.23 625.09 456.29 638.94 456.73 642.56 456.76 646.34 456.74 647.09 456.74 649.45 456.65 652.01 456.59 656.1 456.43 657.55 456.23 659.11 456 661.96 455.59 663.56 455.38 663.89 455.34 664.28 455.29 670.82 454.57 683.67 453 684.13 452.94 684.37 452.91 697.5 450.82 702.96 450.57 705.92 450.49 757.83 450.1 760.38 450.35 761.44 450.46 764.01 450.54 779.71 450 780.15 450 806.47 449.33 817.28 449.08 819.13 449 833.51 448.35 833.63 448.34 833.94 448 1077.05 448 1194.49 448 1196.45 449 1197.19 449.06 1198.06 449.12 1204.47 449.61 1209.1 450 1209.41 450.03 1218.24 451 1226.95 451.63 1227.42 451.68 1249.76 454 1259.58 455.03 1259.68 455.04 1260.23 455.06 1262.1 455.25 1265.23 455.55 1267.95 455.79 1269.85 456 1278.13 456.81 1279.2 456.9 1279.55 456.94 1281.87 457.06 1287.36 457.6 1289.22 457.8 1297.88 458.7 1300.06 457.12 1302.36 456.62 1302.92 456.37 1304.57 456 1306.11 456 1320.34 454.38 1320.85 454.38 1323.63 454.37 1324.86 454.37 1325.3 454.38 1329.74 454.36 1330.42 454.37 1331.61 454.36 1332.47 454.38 1333.41 454.39 1334.31 454.42 1337.27 454.63 1338.25 454.73 1339.34 454.78 1341.55 455.01 1347.22 455.62 1347.91 455.67 1350.73 456 1359.33 458 1637.16 458 1640.31 458.07 1640.59 458.08 1640.95 458.09 1641.47 458.11 1680.47 459.17 1681.08 459.18 1709.86 460 1710.1 460.01 1765.95 460.96 1767.24 460.96 1792.39 461.15 1794.9 461.19 1801.9 461.28 Page 23 DentonCreekFEMA_Proposed_2_8_16.rep 1834.23 461.83 1842.63 462 1843.08 462.04 1843.25 462.05 1849.32 462.58 1851.93 462.79 1855.82 463.12 1861.3 463.56 1866.88 464 1871.83 464.21 1872.9 464.26 1882.05 464.65 1884.93 464.79 1901.89 465.54 1903.82 465.63 1904.99 465.68 1910.01 465.86 1910.55 465.86 1914.03 466 1983.93 466 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 229.16 .06 459.18 .05 642.56 .03 1249.76 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 149.45 322.15 106.2 108.51 122.95 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 670 1227.48 453 T 1227.48 1750 460.023 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 29001 INPUT Description: Station Elevation Data num= 211 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 461.07 35.07 460 36.48 459.79 44.34 458.62 48.68 458 54.05 456.74 57.25 456 59.3 455.57 73.22 452.56 75.88 452 83.63 450.22 84.61 450 102.71 448 106.56 447.02 110.42 446 120.14 444.03 120.27 444 129.48 442.92 134.95 442.37 136.59 442.19 138.58 442 157.33 440.67 164 436.87 171.06 440 174.96 440.42 188.42 442 200.31 444 203.28 444.64 218.68 448 221.71 448.73 226.91 450 232.47 451.42 234.77 452 242.56 454 250.49 455.94 250.72 456 264.17 458 268.24 458.37 270.14 458.49 277.91 459.14 281.63 459.32 284.6 459.55 289.52 459.73 290.52 459.8 291.03 459.84 297.06 460 318.92 460 319.7 459.96 319.93 459.92 324.3 459.44 332.17 458 332.98 457.73 333.59 457.53 338.61 456 339.92 455.76 344.28 454.98 347.91 454.11 348.2 454.05 348.42 454 349.72 454 354.76 453.5 359.35 453.17 368.36 452.43 370.13 452.29 373.25 452 383.78 450 384.54 449.8 391.66 448 394.31 447.46 401.33 446 426.3 439 451.27 446 463.31 448 472.64 449.79 483.83 452 485.12 452.2 485.81 452.25 485.96 452.26 502.23 454 507.13 454 510.67 454.75 517.41 456 518.25 455.85 522.61 455 525.65 454.37 527.24 454 530.58 453.3 531.97 453 532.53 452.89 533.52 452.86 540.71 452.77 545.33 452.62 550.76 451.53 551.12 451.46 553.71 451 553.98 450.95 554.85 450.8 588.54 450.75 589.91 450.7 592.96 450.72 594.47 450.75 597.31 450.66 597.66 450.56 600.3 450.67 602.01 450.62 619.23 450.41 624.04 450.54 624.7 450.46 626.38 450.36 643.94 450.49 648.54 450.36 654.19 450 660.46 449.44 671.63 448.43 675.46 448.03 675.59 448 969.28 448 969.45 448.17 971.82 448.57 973.75 448.98 973.91 449 976.09 449.27 976.98 449.39 978.11 449.75 978.89 450 978.97 450 980.66 450.49 981.88 450.85 983.42 451 983.52 451.01 985.21 451.17 987.39 452 995.06 454 995.35 454.08 997.13 454.52 1002.7 455.93 1003.02 456 1003.21 456.04 1005.64 456.59 1012.49 457.57 1012.76 457.61 1012.94 457.62 1013.22 457.63 1014.38 457.66 1020.6 457.88 1021.04 457.89 1022.94 458 1023.22 458 1023.84 458.03 1024.76 458.07 1048.33 458.93 1049.03 458.94 1049.15 458.95 1050.96 459 1052.09 459.16 1061.73 460 1244.96 460 1254.34 459.45 1265.41 459.15 1268.84 459.01 1268.97 459 1274.74 457.37 1279.81 456 1280.88 455.87 1285.97 455.28 1288.18 455 1291 454.68 1296.4 454.14 1298.15 454 1317.39 454 1319.3 454.76 1322.18 456 1327 457.46 1329.11 458 1540.2 458 1542.62 458.03 1542.92 458.04 1543.04 458.04 1548.07 458.11 1548.56 458.12 1556.69 458.26 1559.06 458.32 1567.28 458.47 1569.78 458.53 1577.61 458.68 1578.95 458.71 1585.04 458.83 1586.73 458.87 1596.32 459.07 1632.3 459.92 1635.35 460 1641.24 460.19 1641.62 460.2 1641.81 460.2 1657.94 460.71 1690.34 461.64 1691.88 461.69 1692.82 461.71 1703.41 462 1746.62 462 1752.76 462.57 1767.97 463.88 1768.5 463.92 1769.46 464 1777.58 464.2 1778.9 464.22 1799.38 464.7 1805.18 464.84 1808.74 464.87 1813.85 464.98 1865.4 465.65 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 138.58 .06 517.41 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 59.3 242.56 74.53 74.5 75.84 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 520 1061.73 453 T 1061.73 1750 460 F CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28926 INPUT Description: Station Elevation Data num= 257 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 461.94 14.35 461.5 19.17 461.42 20.36 461.38 22.36 461.3 26.61 461.22 29.34 461.12 32.44 461.05 35.26 460.93 52.19 460.14 54.95 460 58.15 459.42 65.67 458 74.89 456 81.96 454.38 83.59 454 93.09 452 96.69 451.52 108.41 450 113.46 449.04 128.16 446.42 130.44 446 134.1 445.25 139.53 444 145.8 443.45 164.85 442 185 436.8 204.5 442 212.13 443.37 215.54 444 223.12 445.32 227.12 446 236.51 448 245.52 449.84 246.27 450 247.58 450.31 254.57 452 257.16 452.69 262.22 454 262.57 454.07 271.03 455.71 272.49 456 285.79 458 388.76 458 388.98 457.95 389.16 457.91 389.74 457.77 397 456 399.66 454.76 401.89 454 403.94 453.38 405.97 452.89 408.53 452.15 408.81 452.09 409.13 452 411.93 451.24 412.72 450.96 413.98 450.62 415.46 450.07 415.66 450 419.36 448.49 419.98 448.25 420.57 448 422.68 447.08 424.68 446.26 425.03 446.13 425.42 446 427.75 445.19 430.63 444.33 431.89 444 440.15 439 482.81 446 483.32 446.21 485.9 448 488.18 449.06 490.06 450 494.92 451.42 496.8 452 497.17 452.06 501.17 452.61 502.1 452.72 503.02 452.84 511.58 453.83 511.96 453.88 513.49 454.43 515.12 455.09 519.4 457.08 519.79 457 524.79 456 526.07 455.76 530.02 455 533.62 454.39 542.3 453.04 542.61 453 576.21 453 578.71 452.59 582.93 452 586.57 451.32 586.77 451.28 588.15 451.01 588.21 451 588.3 450.99 590.15 450.76 601.3 450 607.85 449.01 Page 24 DentonCreekFEMA_Proposed_2_8_16.rep 607.93 449 608.04 448.99 613.26 448.33 616.01 448 624.19 447 624.42 446.66 624.87 446 632 445.05 632.31 445.01 632.43 445 635.97 444.18 636.74 444 639.58 443.34 641.07 443 645.4 442 660.15 442 663.88 442.81 664.76 443 665.48 443.15 666.34 443.34 672.65 444.68 674.22 445 678.13 445.44 683.22 446 683.53 446.39 684.03 447 687.56 447.35 689.61 447.55 694.15 448 698.93 448.46 704.88 449 709.19 449.57 712.27 450 712.33 450 720.27 450.34 720.59 450.33 720.86 450.31 742.65 450 750.1 450 755.68 449.85 784 449 802.79 449 823.96 449.74 830.65 450 884.41 450 892.28 450.03 892.43 450.04 892.81 450.05 892.92 450.05 898.96 450.02 899.05 450.02 905.48 450.01 905.54 450.01 912.02 450.04 919.36 450.04 926.77 450.02 928.83 450 934.55 449.96 934.98 449.95 935.1 449.95 946.38 449.73 951.06 450 958.94 450 974.55 451 975.61 451.13 982.93 452 986.76 452.64 988.96 453 994 453.84 995.01 454 1001.52 455 1013.19 456.75 1014.62 457 1015.81 457.14 1025.56 458 1032.83 458.6 1033.25 458.61 1039.2 459 1050.38 459 1101.03 459.74 1114.54 460 1252.66 460 1281.25 459.46 1319.04 459.02 1320.32 459.01 1320.94 459 1328.43 457.54 1330.6 457.25 1333.43 456.78 1336.47 456.48 1337.57 456.35 1341.2 456.1 1341.41 456.08 1342.95 456 1344.93 455.95 1347.97 455.89 1350.32 455.88 1352.36 455.89 1360.16 456 1360.3 456 1363 456.02 1365.63 456.02 1367.88 456.04 1368.37 456.04 1368.72 456.06 1371.92 456.18 1373.83 456.32 1390.22 458 1531.6 458 1619.7 459.55 1621.97 459.57 1627.93 459.69 1629.47 459.7 1630.74 459.72 1638.03 459.86 1638.55 459.86 1638.96 459.87 1639.29 459.87 1646.39 460 1646.68 460.01 1646.81 460.02 1646.93 460.02 1656.5 460.45 1658.79 460.56 1664.62 460.82 1665.11 460.84 1665.56 460.87 1668.56 461 1677.28 461.43 1680.03 461.51 1681.69 461.59 1684.61 461.65 1685.61 461.7 1689.06 461.75 1689.64 461.78 1701.2 461.97 1702.27 462 1703.03 462 1716.52 462.17 1717.12 462.18 1717.85 462.2 1722.73 462.3 1724.68 462.36 1726.07 462.41 1752.48 463.23 1772.24 463.65 1774.19 463.79 1776.5 463.94 1777.39 464 1814.2 464 1892.1 465.03 1904.1 465.03 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 164.85 .06 524.79 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 83.59 262.22 112.79 112.46 119.21 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 520 1050 453 T 1114.54 1750 460 F Blocked Obstructions num= 1 Sta L Sta R Elev 624 685 447 Cross Section Lid num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 576.21 456 450 720.27 456 450 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28814 INPUT Description: Station Elevation Data num= 248 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 461.33 17.71 460.53 63.59 458.15 65.64 458.05 66.5 458 67.19 457.88 77.69 456 86.4 454 90.58 453.12 95.8 452 108.71 450.05 109.02 450 109.69 449.91 123.26 448 132.93 446 134.32 445.67 141.65 444 153.75 442.66 160.21 442 183 436.7 207.9 442 215.88 443.39 219.48 444 224.61 444.85 231.09 446 239.42 448 249.03 450 260.21 452 270.37 454 271.29 454.15 281.02 455.78 282.41 456 286.36 456.54 289.59 456.89 290.87 456.94 301.68 456.55 302.37 456.57 304.89 456 306.62 455.43 307.9 454.93 310.46 454 311.51 453.65 313.13 453.16 315.88 452.21 316.14 452.13 316.27 452.1 316.53 452 319.56 451.06 322.5 450 328.74 448.58 330.31 448.23 330.65 448.16 331.4 448 336.54 447.49 339.9 447.2 340.98 447.09 343.03 446.93 344.26 446.83 345.57 446.74 346.64 446.68 347.76 446.59 349.21 446.49 350.05 446.45 352.2 446.3 352.79 446.27 355.99 446 361.25 445.47 362.44 445.27 365.37 444.95 367.76 444.52 368.75 444.41 370.93 444 413.61 438 449.42 443.78 449.67 443.75 453.81 443.95 454.57 444 457.48 444.41 458.19 444.57 460.22 445.07 461.95 445.43 462.53 445.58 463.71 446 465.86 446.75 469.16 448 470.33 448.42 472.03 448.97 474.86 450 481.69 452.27 481.9 452.32 483.74 452.77 484.67 452.92 486.19 453.16 488.39 453.41 489.4 453.55 493.12 453.98 493.29 454 495.06 454.17 499.93 454.66 502.36 455.41 504.46 455.79 506.74 456.05 506.96 456 511.26 455.12 511.96 454.97 514.49 454 515.98 453.64 520.18 452.61 525.38 451.35 526.81 451 533.54 450.68 538.28 450.53 544.96 450.47 548.56 450 553.15 449.04 553.37 449 553.57 448.95 557.57 448 562.06 447.29 563.87 447 564.22 446.33 564.39 446 570.15 445 572.39 444.28 573.28 444 579.57 442 590.19 442 592.3 442.66 593.37 443 596.57 444 598.4 444.58 599.76 445 605.64 446 605.77 446.24 606.17 447 606.69 447.08 617.87 448.83 618.99 449 622.07 449.73 623.27 450 626.83 450.91 627.19 451 631.96 452 661.16 452 691.09 451.66 770.55 451.2 772.78 451.22 777.16 451.2 779.66 451.22 784.23 451.21 787.11 451.23 791.81 451.22 795.26 451.26 800.05 451.25 805.04 451.26 809.19 451.3 814.07 451.31 819.64 451.37 827.29 451.43 853.81 451.56 872.96 451.74 874.8 451.75 876.48 451.77 889.65 451.88 890.56 451.89 891.31 451.9 906.54 452 921.53 452.07 922.44 452.07 928.36 452.1 933.87 452.14 935.77 452.15 943.96 452.21 949.2 452.26 972.84 452.62 989.57 452.97 990.04 452.97 991.21 453 991.5 453 992.66 453.08 1007.3 454 1012.09 454.93 1013.35 455.15 1022 456.67 1027.53 457.65 1029.6 458 1029.98 458.02 1031.59 458.02 1033.08 458.05 1038.4 458.12 1047.69 458.33 1048.4 458.33 1133.43 459 1140.95 459 1152.97 459.69 1165.77 460 1277.04 460 1288.81 459.42 1294.27 459 1300.72 459 1320.17 458.16 1320.8 458.12 1323.5 458.1 1324.36 458.05 1325.61 457.96 1327.97 457.93 1329.53 457.82 1331.28 457.78 1333.07 457.66 1334.95 457.55 1336.36 457.49 1338.19 457.4 1339.61 457.32 1341.38 457.25 1342.94 457.15 1344.44 457.06 1346.16 457 1347.45 456.92 1349.33 456.87 1351.66 456.82 1352.69 456.76 1355.76 456.68 1356.55 456.64 1360.45 456.54 1361.04 456.5 1365.81 456.38 1366.21 456.36 1371.81 456.19 1372.04 456.18 1378.02 456 1431.97 456 1433.38 456.14 1472.31 458 1568.93 458 1583.35 458.41 1646.74 460 1648.05 460.1 1648.23 460.12 1651.82 460.4 1652.77 460.48 1655.77 460.7 1658.33 460.9 1672.55 461.94 1672.77 461.96 1673.26 462 1786.35 464 1885.17 464 1889.3 464.06 Manning's n Values num= 3 Page 25 DentonCreekFEMA_Proposed_2_8_16.rep Sta n Val Sta n Val Sta n Val 0 .03 160.21 .06 506.96 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 86.4 270.37 144.83 150.57 156.54 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 506.74 1030 453 T 1165.77 1700 460 F Blocked Obstructions num= 1 Sta L Sta R Elev 563.87 606.17 447 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28663 INPUT Description: Station Elevation Data num= 249 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 8.6 460 66.72 458.17 71.9 458 83.33 456 91.71 454.05 91.93 454 100.33 452.06 100.79 451.95 110.01 450 113.26 449.38 120.62 448 135.08 446 140.13 445.32 150.51 444 161.56 442.33 163.66 442 172.93 440 185 436.57 250 436.57 301.87 446 309.57 447.82 310.46 448 315.94 448.99 317.84 449.31 321.8 450 322.43 450.16 322.73 450.24 323.47 450.42 327.25 451.35 329.54 451.86 332.32 452.43 333.48 452.71 335.38 453.11 339.31 454 343.11 454.76 343.51 454.87 344.28 455.04 347.44 455.65 347.88 455.72 349.38 456 349.94 456 356.33 456.11 356.58 456.11 366.13 456.31 366.69 456.3 387.56 456 425.61 456 436.06 456.61 438.22 456.73 439.65 456.82 442.85 457 443.59 456.88 461.26 453.91 461.54 453.78 461.85 453.65 462.53 453.34 463.35 452.98 464.24 452.9 465.89 452.69 466.52 452.56 466.93 452.48 467.28 452.4 467.65 452.33 468.24 451.74 468.87 451.1 469.22 451 470.3 450 483.09 449.53 488.82 449.33 496.84 449 498.05 448.74 501.45 448 502.39 447.9 510.75 447.1 511.91 447 512.44 446.18 512.55 446 519.61 445 520.6 444.74 523.44 444 523.7 443.93 524.75 443.66 526.87 443.11 527.28 443 530.11 442.26 531.13 442 544.21 442 547.15 442.81 547.85 443 550.35 443.69 551.49 444 551.73 444.07 555.16 445 557.33 445.32 561.87 446 562.21 446.55 562.48 447 572.73 448.4 576.99 449 579.8 449.24 580.78 449.28 599.7 450 605.84 450 618.45 450.21 630.47 450.39 634.29 450.44 667.45 450.96 667.83 450.97 669.96 451 760.39 452 840.82 453 863.91 453.31 890.52 453.63 926.12 454 926.67 454.01 939.65 454.13 940.08 454.13 950.52 454.22 951.19 454.23 959.98 454.29 960.82 454.3 980.38 454.51 987.58 454.57 1000.14 454.87 1002.03 454.89 1005.81 455 1006.65 455.05 1006.84 455.05 1011.83 455.27 1015.15 455.4 1016.47 455.42 1021.22 455.56 1022.99 455.59 1026.23 455.63 1027.71 455.64 1029.14 455.64 1030.81 455.65 1033.7 455.63 1034.17 455.63 1042.97 455.42 1048.75 455.41 1050.19 455.32 1050.92 455.32 1051.62 455.33 1052.32 455.35 1053.06 455.38 1053.88 455.44 1054.89 455.52 1056.28 455.67 1058.6 455.96 1058.88 456 1062.6 456 1064.79 456.29 1068.75 456.76 1069.07 456.81 1070.42 457 1071.31 457 1075.38 457.27 1075.86 457.32 1077.2 457.39 1079.71 457.62 1081.64 457.72 1085.38 457.97 1085.81 458 1086.28 457.98 1087.63 457.94 1088.04 457.98 1090.84 458.11 1091.91 458.17 1104.36 458.91 1106.27 459 1167.1 459 1180.91 458.77 1185.59 458.93 1186.52 458.95 1189.07 458.95 1191.9 458.97 1209.28 459.51 1213.8 459.45 1217.12 459.43 1263.96 459.6 1267.79 459.58 1270.88 459.54 1274.06 459.59 1281.23 459.75 1311.75 458.98 1318.3 458.98 1319.09 459 1350.56 459.27 1351.18 459.27 1353.45 459.29 1353.84 459.29 1398.15 458.57 1398.69 458.58 1401.38 458.55 1407.04 458.51 1407.4 458.51 1409.82 458.49 1411.92 458.49 1435.74 458.38 1449.36 458.25 1454.44 458.24 1458.66 458.2 1458.96 458.2 1462.38 458.16 1462.56 458.16 1464.58 458.14 1464.9 458.14 1465.79 458.13 1466.02 458.14 1466.29 458.14 1466.57 458.13 1466.8 458.14 1467.13 458.14 1471.8 458 1586.81 458 1604.93 458.42 1605.31 458.44 1607.97 458.44 1609.7 458.46 1610.19 458.48 1612.37 458.5 1613.15 458.53 1618.74 458.59 1619.8 458.63 1622.71 458.66 1623.98 458.72 1626.66 458.74 1628.03 458.8 1630.34 458.83 1631.75 458.89 1633.6 458.91 1637.96 459.16 1639.13 459.18 1643.52 459.5 1644.11 459.51 1647.17 459.77 1647.44 459.78 1649.86 460 1655 460.24 1656.05 460.28 1667.89 460.81 1670.98 460.91 1675.05 461.08 1698.62 462 1700.03 462 1786.46 464 1877.85 464 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 150.51 .06 442.85 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 91.93 339.31 237.61 236.89 239.54 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 400 1104.36 453 T 1104.36 1700 460 F Blocked Obstructions num= 1 Sta L Sta R Elev 511.91 562.48 447 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28426 INPUT Description: Station Elevation Data num= 305 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 13.6 460 80.7 459.08 81.76 459.09 174.19 458.29 176.72 458.22 180.46 458.12 185.45 458.01 185.8 458 203.62 457.15 218.04 456.43 225.98 456 235.28 454.62 239.64 454 246.82 452.73 250.76 452 260.67 450 263.72 449.4 270.7 448 274.05 447.29 281.05 446 282.81 445.82 283.22 445.78 300.61 444 320 436.36 386.69 436.36 399.83 443.96 399.94 443.98 403.94 445.22 406.18 446 411.34 447.64 412.46 448 417.87 448.95 424.53 449.85 424.98 449.92 425.6 450 429.28 450.61 431.34 450.88 433.12 451.17 438.53 451.82 438.84 451.87 440.02 452 450.47 452.87 454.93 453.37 457.58 453.62 460.65 454 460.96 454 465.42 454.46 468.32 454.72 484.67 456 491.43 456 497.02 456.68 505.78 458 508.86 458.14 534.75 458.88 536.67 458.89 537.52 458.9 538.94 458.9 539.97 458.91 540.95 458.91 543.73 458.93 546.39 458.96 567.02 458 582.08 458 582.87 458.19 584.13 459 588.52 458 592.31 457.12 592.85 457 599.06 455.51 Page 26 DentonCreekFEMA_Proposed_2_8_16.rep 601.17 455 603.71 454.41 604.67 454.22 605.66 454 607.71 453.94 612.85 453.87 662.6 453 665.99 452.16 666.61 452 669.05 451.4 670.63 451 671.01 450.91 674.64 450 676.01 449.66 678.63 449 680.25 448.61 682.65 448 684.29 447.73 688.59 447 688.91 446.37 689.09 446 694.06 445.11 694.65 445 696.66 444.34 697.66 444 697.81 443.95 700.58 443 701.08 442.84 703.58 442 707.63 441.49 710.71 441 748.07 441 748.29 441.03 748.88 441.08 757.97 442 759.67 442.51 763.48 443.64 764.67 444 765.59 444.28 768.02 445 768.99 445.16 773.82 445.95 774.15 446 774.67 446.96 778.98 447.66 787.74 449 800.9 449.3 827.5 450 828.37 450 912.16 451.99 912.54 452 953.89 453 1006.25 454 1009.08 454.05 1058.93 455 1094.6 456 1095.21 456.94 1095.25 457 1100.92 457.98 1101.16 458.02 1106.04 459 1106.43 459.08 1111.11 460 1117.28 461 1224.39 461 1225.18 460.98 1225.28 460.99 1249.15 460.82 1356.85 460 1358.53 460 1371.32 459.76 1371.38 459.75 1378.38 459.66 1378.77 459.42 1379.14 459.21 1393.57 459 1393.69 459 1400.5 458.91 1401.72 458.89 1416.72 458.72 1421.94 458.69 1422.82 458.69 1424.37 458.72 1427.07 459 1428.01 458.92 1428.13 459 1428.94 459.42 1430.51 459.27 1433.12 459.55 1434.07 459.63 1434.35 459.65 1435.42 459.72 1436.46 459.8 1437.16 459.84 1441.21 460 1447.46 460.18 1448.36 460.2 1450.27 460.22 1450.59 460.21 1454.66 460.11 1462.75 459.89 1464.16 459.88 1464.72 459.91 1464.96 459.76 1465.72 459.64 1473.46 460 1475.17 460 1476.83 459.86 1483.79 459.78 1485.17 459.61 1490.21 459.91 1490.45 459.91 1492.64 459.94 1496.39 459.97 1497.82 460 1499.59 460.09 1499.78 460.09 1500.8 460.2 1510.14 460.26 1511.73 460.21 1512.25 460.17 1516.2 460 1520.19 460 1523.77 459.82 1524.6 459.82 1532.22 459.95 1550.64 460 1551.4 460 1561.36 460.07 1568.46 460.1 1573.71 460.15 1575.13 460.15 1582.47 460.19 1588.73 460.27 1589.88 460.28 1602.63 460.45 1604.66 460.5 1614.77 460.67 1616.06 460.74 1616.78 460.74 1617.47 460.7 1619.02 460.74 1631.82 460.85 1638.43 460.87 1639.36 460.87 1640.43 460.93 1640.59 460.93 1641.43 460.88 1647.23 460.94 1648.93 460.95 1650.05 461 1653.65 461 1662.06 461.09 1662.44 461.09 1665.4 461.12 1668.14 461.16 1688.94 461.73 1689.7 461.73 1695.08 461.44 1705.1 461.55 1706.01 461.87 1708.53 462 1719.55 462 1721.1 461.8 1721.24 461.83 1722.08 462 1722.39 462.17 1723.02 462.18 1737.14 462.72 1739.15 462.66 1742.33 462.55 1743.19 462.29 1753.86 462.51 1766.4 462.93 1771.73 463 1772.82 463 1773.29 463.02 1774.06 463 1791.82 463 1792.96 463.11 1795.75 463.07 1799.68 463.06 1802.96 462.77 1803.32 463 1803.59 463 1803.9 463.12 1811.93 463.67 1812.13 463.68 1812.49 463.65 1820.73 463 1835.22 463 1842.75 463.04 1845.5 463 1851.58 463 1851.84 463.01 1853.86 463.32 1855.03 463.03 1855.77 463 1857 463 1857.42 463.03 1857.58 463 1858.04 462.9 1858.21 462.86 1858.31 462.83 1858.78 462.9 1860.13 462.61 1860.17 460.72 1861.24 460.11 1862.84 462.56 1869.19 462.61 1883.73 462.68 1890.97 462.82 1900.16 463.21 1901.44 463.21 1928.18 462.58 1931.84 462.55 1933.52 462.61 1943.09 463 1945.86 463.1 1948.04 463.19 1964.92 463.74 1967.24 463.83 1971.14 464 1973.86 464.14 1974.42 464.15 1977.44 464.3 1978.74 464.35 1981.17 464.46 1983.37 464.54 1991.33 464.9 1995.49 465.02 1998.72 465.15 2001.43 465.27 2007.18 465.41 2017.53 465.83 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 300.61 .06 584.13 .03 787.74 .045 1117.28 .15 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 239.64 460.65 134.42 135.57 141.66 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 530 2017.53 453 T Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 640 660 463 688.59 774.98 447 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28291 INPUT Description: Station Elevation Data num= 212 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 459.43 8.85 459.46 10.13 459.48 10.91 459.45 11.36 459.43 12.15 459.39 13.35 459.35 14.97 459.28 16.08 459.28 18.08 459.21 25.97 458.9 27.35 458.87 27.9 458.85 29.82 458.79 54.23 458 61.3 457.57 62.22 457.5 65.34 457.29 70.77 456.95 83.74 456 94.19 454 103.25 452 109.15 450.45 110.89 450 111.76 449.77 112.17 449.67 112.49 449.6 113.01 449.47 119.11 448 122.02 447.47 131.11 446 131.54 445.95 131.94 445.91 141.89 444.76 147.69 444.24 148.15 444.19 150.27 444 153.79 443.16 157.76 442 159.11 441.58 161.5 440.78 163.23 440.22 163.87 436.24 172 436.24 180.45 436.24 186.06 441.2 189.7 442 190.76 442.24 191.28 442.35 194.81 443.14 197.79 443.79 198.64 444 199.74 444.16 201.5 444.33 208.02 445.11 214.33 445.73 217.71 446 220.96 446.39 224.71 447.01 228.76 447.62 230.89 448 234.27 448.64 253.06 452 261.89 453.83 262.74 454 274.82 456 296.69 456 300.14 455.4 301.63 455.11 305.14 454.41 307.13 454 316.59 452 327.06 450 340.57 438 380.06 450 393.38 451.46 398.59 452 414.09 454 415.28 454.57 418.42 456 420.69 457.39 421.86 458 453.51 458 456.39 458.1 459.15 458.16 459.96 458 460.14 457.96 462.99 457.39 464.25 457.13 464.91 457 465.29 456.92 474.88 455 475.17 454.94 477.69 454.38 479.43 454 507.13 453.56 508.16 453.54 539.51 453 545.54 453 546.07 452.87 550.39 452 552.19 451.61 554.96 451 556.8 450.56 558.97 450 561.18 449.51 563.37 449 565.93 448.42 567.66 448 571.61 447.38 574 447 574.32 446.39 574.52 446 578.06 445.4 580.31 445 582.25 444.39 583.46 444 585.39 443.39 586.59 443 588.52 442.39 589.72 442 594 441.25 595.46 441 623.32 441 626.33 441.31 632.82 442 634.77 442.64 636.87 443.32 638.94 444 639.8 444.28 642 445 643.28 445.23 647.62 446 648.05 446.84 648.13 447 650.62 447.4 654.22 448 656.31 448.34 660.29 449 671.29 449.35 689.64 449.85 692.92 449.95 695.11 450 719.5 450.42 748.23 451 811.32 452 858.11 453 878.06 453.32 893.82 453.53 901.81 453.65 917.99 453.85 931.01 454 950.24 454.2 953.28 454.22 972.1 454.38 977.42 454.41 990.76 454.51 1008.44 454.6 1037.61 454.8 1039.9 454.81 1042.34 454.83 1046.64 454.85 1048.22 454.86 1050.63 454.87 1052.04 454.87 1054.43 454.88 1058.15 454.88 1059.5 454.87 1061.91 454.87 1063.37 454.86 1068.1 454.84 1070.17 454.82 1077.01 454.8 1086.1 454.71 1096.06 454.65 1096.75 454.65 1124.92 454.56 1125.36 454.56 1145.12 455 1184.59 455 1198.98 455.94 1199.82 456 1200.17 456.01 1206.8 456.42 1213.57 457 1228.07 458 1228.28 457.91 1229.9 458.08 1241.8 458.89 1242.84 459 1243.35 459.04 1256.12 460 1256.34 459.98 1265.38 460.44 1266.54 460.49 1267.34 460.53 1275.6 461 1289.81 461.76 1293.32 461.93 1294.68 462 1295.89 462 1296.62 462.03 1300.85 462.01 1307.24 462.03 1308.76 462.03 Page 27 DentonCreekFEMA_Proposed_2_8_16.rep 1313.45 462.05 1315.15 462.05 1320.9 461.89 1321.07 461.89 1324.06 461.82 1328.49 461.75 1330.09 461.72 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .03 180.45 .06 479.43 .03 660.29 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 94.19 262.74 161.65 158.91 145.72 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 450 1330.09 453 T Blocked Obstructions num= 1 Sta L Sta R Elev 574 648.13 447 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28132 INPUT Description: Station Elevation Data num= 237 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 25.93 460 70.75 458 86.31 456 94.59 454.5 97.23 454 113.53 450 117.38 449.18 123.24 448 130.04 447.18 141.48 446 141.98 445.96 146.64 445.57 147.44 445.53 163.48 444 175 436.09 185 436.09 195 436.09 200.91 444 209.74 444.68 214.58 444.9 226.94 446 230.26 446.52 239.24 448 248.92 450 257.86 452 267.78 453.83 268.69 454 269.18 454.1 286.24 457.44 289.19 458 351.27 458 351.49 457.97 358.63 457.19 368.65 456.02 368.75 456.01 368.9 455.98 374.32 454 377.02 453.04 380.5 452 381.64 451.67 388.9 450 389.35 449.92 389.76 449.86 394.85 449.04 401.53 448.07 401.73 448.04 402.03 448 407.77 447.28 410.9 446.86 415 438 426.13 438 432.65 446.64 434.92 447.38 439.88 449.01 443.27 450 443.5 450.07 443.63 450.09 446.61 450.66 447.64 450.69 449.52 450.83 451.07 450.85 452.46 450.85 453.97 450.92 455.65 450.99 459.57 451.49 460.24 451.63 464.53 452.48 470.26 454 470.61 454.23 475.74 459.2 479.4 458.47 481.7 458 495.36 455.24 496.74 455 498.04 454.78 502.51 454 508.57 453 510.55 452.62 513.6 452 514.25 451.84 518.14 451 518.2 450.99 518.5 450.91 521.7 450.13 522.25 450 538.78 449 541.09 448.43 542.88 448 547.83 447.2 549.05 447 549.14 446.83 549.25 446.6 549.55 446 555.24 445 555.9 444.79 558.32 444 558.99 443.78 561.4 443 562.38 442.69 564.5 442 571.23 441.66 574.21 441.5 576.21 441.66 579.9 442 581.69 442.57 582.57 442.84 583.07 443 583.17 443.03 585.48 443.78 585.97 443.93 586.17 444 589.27 445 594.96 446 595.14 446.34 595.48 447 598.79 447.54 601.67 448 602.91 448.2 607.96 449 612.65 449 624.78 449.24 648.14 449.04 651.02 449.04 652.84 449.05 653.2 449.06 655.06 449.07 655.6 449.08 657.5 449.11 658.38 449.12 666.25 449.28 681.19 449.65 682.93 449.69 694.77 450 757.55 451 782.31 451.32 821.6 451.76 852.95 452.06 853.89 452.07 876.69 452.28 913.4 452.56 929.65 452.65 933.43 452.66 940.78 452.71 943.94 452.71 946.91 452.72 954.44 452.76 959.42 452.76 967.03 452.79 969.18 452.79 977.11 452.81 978.28 452.81 986.53 452.83 1006.34 452.84 1007.29 452.85 1017.27 452.84 1018.22 452.85 1028.41 452.85 1029.31 452.86 1039.88 452.87 1040.67 452.88 1069.38 452.92 1070.4 452.91 1080.53 452.95 1081.24 452.94 1091.39 453 1091.7 453 1105.69 453.15 1106.3 453.17 1107.17 453.19 1117.92 453.35 1125.46 453.62 1130.87 453.72 1134.03 453.84 1134.62 453.85 1135.16 453.85 1138.59 453.98 1138.7 453.98 1139.15 454 1143.37 454.13 1147.05 454.21 1147.57 454.24 1150.59 454.28 1151.27 454.33 1153.86 454.33 1154.6 454.38 1155.63 454.44 1158.85 454.43 1159.83 454.48 1161.02 454.52 1163.68 454.56 1165.65 454.62 1175.04 454.8 1176.12 454.85 1176.73 454.88 1185.22 455 1187.47 455.05 1191.77 455.14 1193.16 455.19 1194.34 455.26 1195.22 455.34 1198.63 455.4 1199.85 455.48 1200.74 455.56 1201.78 455.58 1203.03 455.63 1204.64 455.71 1206.93 455.84 1209.41 456 1209.86 456.04 1209.98 456.04 1210.14 456.05 1214.43 456.38 1215.69 456.45 1218.18 456.61 1230.86 457.49 1239.08 457.98 1239.88 458.03 1258.53 459 1262.09 459.28 1278.32 460.91 1279.48 460.85 1281.4 460.73 1298.02 459.21 1298.3 459.17 1301.36 459.13 1307.57 459.07 1307.86 459.06 1310.4 458.86 1314.3 458.82 1314.89 458.81 1315.49 458.87 1316.51 459 1317.43 459 1321.18 458.96 1321.59 458.96 1326.57 458.87 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 200.91 .06 479.4 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 97.23 268.69 118.59 122.83 143.93 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 475 1326.57 453 T Blocked Obstructions num= 1 Sta L Sta R Elev 549.05 595.48 447 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 28009 INPUT Description: Station Elevation Data num= 231 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 26.52 460 27.05 459.97 27.27 459.96 46.78 458.98 49.19 458.85 66.15 458 73.47 456.32 74.78 456 83.15 454 93.94 452 98.85 450.88 102.85 450 110.04 448.74 114.13 448 124.8 446 130.13 445.03 136.02 444 139.71 443.55 144.2 443.03 146.82 442.84 149.24 442.59 150.47 442.47 156.59 435.98 173 435.98 190.87 442 196.32 442.82 204.52 444 212.32 444.75 224.81 446 236.99 448 244.92 450 252.65 452 254.18 452.38 264.5 454.9 268.89 456 280.46 457.32 286.63 458 329.85 458 336.73 457.04 343.72 456 348.73 454 352.19 452 354.39 450.75 356.05 450 356.8 449.85 359.38 449.39 361.6 449.06 363.56 448.75 367.46 448.25 367.96 448.18 369.35 448 370.94 447.84 371.32 447.8 373.58 447.52 374.79 447.4 377.17 447.06 379.44 446.87 386.62 446 388.72 446 392.22 444.93 395.45 444 401.56 438 428.82 438 434.21 443.79 434.67 443.94 434.84 444 440.09 445.74 440.86 446 445.88 447.67 Page 28 DentonCreekFEMA_Proposed_2_8_16.rep 446.86 448 457.73 451.62 470.9 456 474.67 456.1 475.93 456.14 487.01 456 488.78 455.61 491.73 455 492.22 454.88 494.45 454.33 495.81 454 499.81 453 500.76 452.77 503.96 452 506.03 451.49 511.77 450.06 512.03 450 512.64 449.98 516.23 449.84 535.94 449.11 538.27 449.11 539.26 449 540.28 448.76 543.54 448 549.9 447 550.35 446.05 550.94 445.9 554.3 445.33 555.56 445.12 556.29 445 556.9 444.81 559.46 444 562.33 443.08 562.6 443 563.88 442.61 565.9 442 566.45 441.97 575.94 441.5 579.54 441.79 581.96 442 583.88 442.61 585.19 443 591.73 445 593.85 445.35 597.73 446 597.8 446.12 598.28 447 598.85 447.09 611.35 449 611.77 449.1 614.3 449.68 615.74 450 616.14 450.09 620.27 451 620.39 451.03 624.69 452 635.93 452.64 636.95 452.66 645.28 452.9 648.16 452.9 649.68 452.88 651.43 452.86 654.54 452.79 656.79 452.73 657.77 452.71 670.07 452.37 681.59 452 696.9 451.47 711.52 451 715.89 450.89 720.75 450.78 720.89 450.78 729.04 450.63 732.62 450.58 732.88 450.59 739.57 450.51 749.06 450.45 865.82 450.1 867.05 450.09 869.07 450.09 869.92 450.08 871.41 450.08 876.65 450.01 876.95 450.01 877.74 450 901.27 449.33 904.46 449.25 906.19 449.2 907.86 449.16 909.48 449.13 910.4 449.11 912.45 449.07 913.88 449.05 914.2 449.05 915.56 449.03 917.07 449.03 917.23 449.02 917.37 449.02 952.38 449 954.5 449 957.87 448.52 961.72 448 964.49 447.62 969.25 447 1079.79 447 1090.9 447 1105.28 447 1109.97 447 1141.73 447 1141.91 447.9 1141.93 448 1142.11 448.87 1142.13 448.97 1142.72 449 1143.04 449 1146.79 449.42 1155.28 449.46 1167.94 449.67 1179.93 450 1216.17 450 1226.94 450.15 1230.77 450.39 1242.92 451 1251.28 451.99 1251.39 452 1251.56 452.02 1258.06 452.98 1260.32 453.26 1266.12 454 1270.41 454.58 1280.19 456 1280.26 456.01 1288.48 457.43 1292.02 458 1298.77 458.91 1306.56 460 1309.2 460.15 1323.31 460.9 1324.13 460.93 1329.63 461.22 1330.61 461.24 1334.01 461.4 1334.96 461.42 1336.02 461.47 1337.26 461.52 1338.13 461.53 1338.53 461.55 1339.59 461.54 1339.94 461.56 1341.58 461.55 1341.97 461.57 1344.42 461.56 1344.91 461.58 1345.47 461.61 1348.45 461.6 1349.06 461.62 1349.58 461.64 1352.6 461.62 1353.03 461.64 1363.05 462 1372.58 462 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 190.87 .06 491.73 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 83.15 264.5 92.6 92.58 92.69 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 490 1372.58 453 T Blocked Obstructions num= 1 Sta L Sta R Elev 549.9 598.28 447 Cross Section Lid num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 503.93 457 452 624.69 457 452 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 27916 INPUT Description: Station Elevation Data num= 192 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 31.29 460 57.77 458.87 59.01 458.81 77.76 458 86.59 456.52 89.63 456 89.82 455.95 97.45 454 103.68 452.3 104.75 452 111.58 450 120.86 448 133.32 446 139.35 444.7 142.53 444 154.32 442 155.4 441.92 175 435.9 196.19 435.9 207.81 442 223.95 444 233.14 446 247.43 449.03 251.89 450 258.56 451.65 260 452 268.11 454 279.24 455.95 279.53 456 279.74 456.02 279.96 456.05 283.09 456.36 297.72 457.85 299.24 458 339.07 458 339.3 457.92 346.3 456 347.94 455.3 351.27 454 352.9 453.31 355.92 452 360.45 450 361.41 449.57 364.97 448 368.09 446.59 369.41 446 371.01 445.79 371.43 445.79 374.93 438 390 438 407.99 446 409.05 446.43 412.76 448 414.47 448.76 417.13 450 421.94 451.67 423.26 452 428.49 453.36 431.12 454 433.21 454.62 437.98 456 439.04 456.31 440.08 456.47 442.78 457.04 448.71 457.86 448.95 457.9 449.68 458 466.76 458 468.74 457.69 472.11 457.15 472.51 457.08 481.32 456 483.16 455.77 489.46 455 492.36 454.65 493.16 454.6 507.51 453.06 508.04 453 510.15 452.77 517.36 452 527.12 452 541.68 452.29 541.93 452.3 543.88 452.31 544.16 452.32 544.48 452.33 546.51 452.36 546.87 452.37 548.82 452.4 549.21 452.42 550.07 452.44 568 452.8 570.67 452.71 571.17 452.73 571.73 452.73 574.24 452.56 574.69 452.57 575.69 452.55 576.17 452.53 581.85 452 595.03 452 595.21 451.14 595.25 451 595.31 450.82 595.6 450 595.77 449.54 595.96 449 596.29 448.95 599.8 448 599.86 447.99 603.11 447.53 604.09 447.46 606.81 447 678.68 447 684.03 447.52 689.39 448 692.09 448.25 700.87 449 701.33 449.04 701.87 449.09 702.2 449.11 709.25 449.64 710.65 449.69 712.31 449.7 713.96 449.68 715.32 449.64 718.55 449.76 720.41 449.71 721.93 449.65 739.72 449.93 740.67 449.95 741.51 450 894.28 450 899.37 449.67 902.5 449.46 904.91 449.28 908.27 449 910.49 448.82 912.49 448.65 915.91 448.33 917.5 448 919.22 448 923.47 447.48 926.9 447 975.54 447 1149.21 447 1149.35 447.59 1149.45 448 1159.42 448.32 1168.84 448.59 1181.89 449 1199.19 448.98 1204.19 449.02 1206.01 449.04 1238.51 449.61 1241.31 449.68 1241.4 449.69 1241.59 449.69 1241.99 449.7 1243.41 449.75 1251.38 450 1261.47 450.62 1282.08 451.99 1282.25 452 1288.82 453 1289.25 453.07 1289.95 453.17 1292.39 453.53 1293.63 453.72 1295.52 454 1298.59 454.68 1304.06 456 1306.89 456.62 1313.09 458 1316.42 458.3 1326.8 459.19 1333.69 459.71 1334.41 459.77 1335.36 459.84 1335.69 459.86 1340.23 460.22 1340.61 460.24 1352.07 461.11 1353.53 461.14 1355.01 461.24 1361.36 461.4 1362.41 461.46 1367.83 461.59 1371.39 461.77 1372.02 461.79 1372.58 461.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 207.81 .06 481.32 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 97.45 268.11 39.58 41.32 49.51 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 466 1372.58 453 T Blocked Obstructions num= 1 Sta L Sta R Elev Page 29 DentonCreekFEMA_Proposed_2_8_16.rep 800 887 460 CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 27875 INPUT Description: Station Elevation Data num= 146 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 17.92 460 58.39 458 77.3 456 85.8 454 86.36 453.85 93.35 452 101.23 450 109.35 448 119.55 446 131.8 444 146.41 435.86 170 435.86 191.03 442 191.43 442.05 208.19 444 215.61 445.25 219.89 446 221.22 446.31 228.66 448 229.5 448.2 237.24 450 244.29 452 251.63 454 262.3 456 287.26 457.77 288.46 457.86 289.03 457.9 289.36 457.92 289.56 457.93 289.7 457.94 292.32 458 293.21 458 298.14 457.89 298.42 457.87 298.78 457.85 299.98 457.77 308.32 457.4 322.16 456.55 325.86 456.34 331.46 456 336.58 454.86 340.6 454 341.08 453.95 358.37 452 366.65 450.47 369.15 450 372.23 448.98 375.42 448 379.44 446.33 382.94 444.89 384.95 438 395.34 438 398.95 444.83 402.37 445.77 402.88 445.88 403.28 446 405.17 446.55 406.75 446.96 408.2 447.6 408.71 447.76 409.19 448 411.94 449.14 413.9 450 417.04 451.32 418.6 452 422.7 453.66 423.56 454 424.78 454.31 431.36 456 447.8 456 463.83 456 491.22 453.05 492.16 452.95 500.88 452 503.28 452.05 504.6 452.07 528.1 452.5 553.5 452.86 554.07 452.88 554.74 452.9 555.49 452.91 556.31 452.93 557.15 452.93 557.99 452.94 560.17 452.92 560.93 452.92 561.76 452.91 564.13 452.81 574.28 452.65 579.57 452.02 579.66 452.02 579.75 452 579.87 451.97 583.67 451 587.2 450.12 587.67 450 588.4 449.82 589.97 449.44 591.67 449 592.81 448.72 595.66 448 606.35 446.47 607.1 446.37 607.54 446.07 608.87 446 645.45 446 990.98 446 1108.45 446 1112.31 446.1 1114.46 446.66 1117.5 447 1117.55 447.27 1117.71 448 1118.51 448.04 1118.93 448.06 1125.2 448.35 1128.74 448.49 1129.23 448.5 1136.15 448.59 1137.1 448.6 1146.43 448.79 1147.11 448.8 1148.55 448.78 1153.86 448.65 1155.26 448.63 1174.85 448.43 1176.55 448.45 1235.12 449.41 1266.73 450 1266.87 450 1268.04 450.1 1274.77 450.64 1283.32 451.35 1285.23 451.5 1291.17 452 1305.18 454 1307.09 454.41 1314.16 456 1320.16 457.16 1324.65 458 1330.05 458.95 1335.82 460 1350.22 461.56 1354.18 462 1383.24 462 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 191.03 .06 491.22 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 85.8 251.63 239.83 240.39 239.58 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 461 1383.24 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 27635 INPUT Description: Station Elevation Data num= 176 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 37.57 460 45.83 459.54 64.34 458.59 66.17 458.49 75.55 458.06 76.79 458 78.47 457.83 80.22 457.62 87.98 456.75 93.37 456 104.22 454.01 112.33 452 114.74 451.42 120.72 450 127.82 448.48 130.15 448 141.85 446 155.87 444 172.44 435.65 185 435.65 197.9 435.65 219.12 444 234.86 445.88 235.84 446 247.5 448 257.95 450 261.43 450.96 265.09 452 267.71 452.56 274.35 454 287.51 455.35 294.04 456 310.36 456 313.41 455.1 317.01 454 318.3 453.64 324.3 452 325.14 451.82 333.06 450.15 333.76 450 346.69 448.16 347.92 448 360.67 446.54 365.04 446 368.71 438 380.09 438 381.06 444.66 382.44 445.66 382.89 446 385.43 447.79 385.69 448 386.02 448.18 386.22 448.21 386.87 448.3 391.05 449.35 397.2 449.88 397.69 449.95 398.49 450 411.73 450 412.82 450.14 416.5 450.42 418.75 450.71 423.82 451.25 426.99 451.73 428.65 452 429.54 452.59 431.96 454 432.24 454.17 433.91 455.13 435.07 455.82 435.41 456 438.01 457.51 438.96 458 455.05 458 482.06 456 497.77 454.45 501.2 454.12 502.39 454 534.18 452 577.2 450 583.27 449.8 584.66 449.76 596.65 449.36 637.28 448.09 638.03 448.07 640.16 448 646.26 447.68 650.24 447.51 660.53 447.02 662.89 446.9 675.11 446.42 677.36 446.31 685.08 446 706.77 446.14 776.47 446 1093.22 446 1121.66 446.54 1123.05 446.58 1124.05 446.62 1125.83 446.68 1128.52 446.76 1145.02 447.1 1147.82 447.22 1154.08 447.45 1157.66 447.57 1162.6 447.69 1165.33 447.8 1169.01 447.93 1171.27 448 1181.7 448 1200.74 448.22 1201.23 448.23 1203.72 448.25 1204.29 448.26 1204.78 448.26 1207.07 448.28 1208.23 448.3 1209.02 448.31 1220.81 448.42 1221.94 448.44 1247.39 448.62 1250.52 448.63 1251.36 448.65 1254.25 448.66 1254.94 448.68 1257.36 448.69 1258.28 448.7 1259.76 448.73 1262.05 448.74 1263.91 448.78 1265.81 448.81 1268.38 448.83 1269.94 448.86 1273.02 448.89 1274.4 448.91 1275.96 448.94 1279.08 448.96 1283.56 449.05 1288.68 449.12 1291.04 449.16 1293.37 449.21 1295.15 449.23 1315.17 449.58 1315.94 449.59 1326.08 449.79 1326.54 449.79 1330.44 449.87 1330.76 449.88 1331.09 449.88 1334.2 449.94 1334.37 449.95 1337.23 450 1337.86 450.03 1343.61 450.28 1344.23 450.32 1349.46 450.55 1350.96 450.63 1358.2 450.95 1361.62 451.15 1363.62 451.24 1369.2 451.58 1370.11 451.62 1376.21 452 1376.96 452.13 1384.35 453.5 1385.25 453.67 1387.04 454 1392.64 455.09 1397.42 456 1401.73 456.85 1407.21 458 1419.62 460 1439.81 461.48 1447.43 462 1482.35 462 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 197.9 .06 455.05 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 104.22 274.35 278.07 276.14 269.84 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 455 1482.35 453 T CROSS SECTION Page 30 DentonCreekFEMA_Proposed_2_8_16.rep RIVER: DentonCreek REACH: Reach1 RS: 27358 INPUT Description: Station Elevation Data num= 97 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460.72 43.13 460.38 43.26 460.38 46.19 460.3 52.72 460.1 55.52 460 56.63 459.85 70.02 458 79.52 456 87.55 454 96.75 452 101.76 451.04 105.99 450.29 107.58 450 113.51 448.68 114.24 448.51 116.55 448 131.65 446 169.62 435.4 172 435.4 185.29 435.4 216.3 445.96 216.46 445.98 216.64 446 226.31 447.53 229.41 448 237.95 449.44 241.51 450 247.86 451.62 249.28 452 259.4 453.41 263.21 454 274.5 456 303.18 456 314.91 452.54 316.82 452 320.18 451.28 325.84 450 325.96 449.99 330.99 449.5 333.47 449.31 347.53 448 355.32 438 374.67 438 382.14 446.4 383.32 446.73 384.98 447.17 385.65 447.5 387.13 448 388.43 448.46 389.78 448.73 392.45 449.38 393.78 449.77 394.69 450 396.48 450.33 400.32 451.12 404.42 452 405.11 452.11 415.79 454 430.21 456 433.14 456.27 434.63 456.4 447.22 457.55 449.79 457.72 453.77 458 470.26 458 495.87 456 511.52 454.03 511.72 454 530.54 452 550.39 450 588.43 448 594.1 447.31 606.02 446 1356.49 446 1361.7 446.73 1371.83 448 1420.43 450 1439.92 451.5 1446.71 452 1459.52 454 1464 455.03 1468.41 456 1468.79 456.1 1469.19 456.18 1472.66 457.01 1477.63 458 1483.29 458.59 1485.94 458.85 1489.53 459.24 1497.7 460 1499.46 460.14 1500.1 460.2 1505.53 460.66 1518.43 461.84 1520.25 462 1547.14 462 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 185.29 .06 470.26 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 87.55 263.21 297.25 312.16 411.75 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 460 1547.14 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 27046 INPUT Description: Station Elevation Data num= 127 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 460 42.64 460 53.88 458 60.75 456.61 63.72 456 73.03 454 79.4 452.51 81.61 452 85.56 450.89 86.89 450.51 88.65 450 97.96 448 99.73 447.73 111.54 446 138 435.12 146 435.12 160.64 435.12 171.07 443.12 173.99 443.31 177.54 443.68 180.49 444 188.81 444.65 204.88 446 218.19 448 225.53 449.46 228.3 450 239.63 452 256.48 454 257.76 454.21 268.43 456 281.13 458 442.3 458 444.49 457.84 444.93 457.81 448.7 457.51 449.96 457.43 452.5 457.24 457.07 456.97 458.84 456.92 462.72 456.66 464.24 456.61 466.44 456.45 467.47 456.4 469.8 456.27 470.31 456.23 472.93 456.14 477.88 456 479.16 455.92 479.39 455.89 482.67 455.56 483.48 455.44 484.59 455.24 487.01 454.89 490.32 454.1 490.51 454.07 490.74 454 496.96 452 498.38 451.49 503.01 450 503.96 449.62 507.4 448 508.48 447.44 510.77 446 512.99 444.58 513.84 444 514.81 443.47 518.11 442 530 437 545 437 563.77 442 567.05 444 568.74 445.15 569.92 446 570.47 446.31 573.29 448 576.79 449.88 577.01 450 580.76 451.92 580.92 452 581.76 452.37 584.21 453.46 585.61 454 601.51 454 606.66 453.52 621.78 452 900.64 452 1036.34 450 1052.03 449.47 1073.32 448.79 1086.27 448.42 1087.18 448.39 1088.54 448.35 1097.82 448.12 1098.15 448.11 1102.66 448 1597.64 448 1614.28 450 1623.35 451.34 1624.5 451.5 1628.01 452 1628.53 452 1633.17 452.27 1638.86 452.55 1640.85 452.64 1645.93 452.9 1649.57 453.05 1652.77 453.21 1657.34 453.4 1658.8 453.47 1663.29 453.65 1671.58 454 1673.32 454.19 1673.8 454.24 1677.67 454.68 1679.74 454.86 1682.37 455.15 1686.38 455.49 1687.53 455.61 1692.25 456 1693.09 456.09 1693.28 456.12 1693.59 456.15 1698.79 456.77 1703.01 457.29 1708.56 458 1721.3 460 1762.29 460 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 160.64 .06 601.51 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 73.03 256.48 330.26 330.95 333.79 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 601 1762.29 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 26715 INPUT Description: Station Elevation Data num= 136 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 461.65 3.33 461.57 23.25 460.93 26.92 460.8 30.26 460.7 47.13 460.09 47.58 460.08 49.65 460 62.77 458 72.31 456 73.72 455.66 86.3 452.57 88.65 452 100.87 448.89 104.31 448 125.89 444 156.33 434.8 162 434.8 169.03 434.8 193.42 444 215.04 446 220.07 446.67 230.34 448 242.72 450 244.15 450.3 252.35 452 261.75 454 262.06 454 272.61 454.52 303.88 456 304.65 456 306.67 456.11 306.79 456.11 344.13 456.77 344.47 456.78 346.93 456.59 347.19 456.59 350.6 456.37 350.75 456.37 354.78 456.19 359.35 456.01 359.46 456 363.57 455.92 363.78 455.92 367.85 455.8 368.36 455.8 372.07 455.76 372.54 455.76 378.49 455.62 408.54 455.05 410.92 455.01 430.83 454.94 432.71 454.89 434.08 454.9 435.89 454.87 445.54 454.64 446.56 454.63 460.04 454 465.37 454 469.02 452.36 469.74 452 471.7 450.89 473 450 475.96 448 480.43 446.14 481.07 446 481.55 446 490 437 500.86 437 505 437 523.52 446 524.47 446 531.86 446.77 545.16 448 548.37 449.72 552.93 452 553.54 452.36 556.58 454 559.75 455.46 561.01 456 Page 31 DentonCreekFEMA_Proposed_2_8_16.rep 573.81 456 575.28 456 594.5 454 602.25 453.86 602.79 453.86 628.88 453.42 630.71 453.41 635.51 453.33 637.31 453.32 639.71 453.28 643.19 453.26 645.79 453.22 724.8 452.7 728.29 452.7 800.2 452 1009.11 452 1083.21 450 1083.56 450 1260.75 448.36 1297.55 448.11 1302.18 448.09 1302.42 448.09 1317.66 448 1499.48 448 1556.13 448.8 1605.32 449.68 1606.86 449.7 1624.12 450 1625.41 450.04 1625.82 450.04 1645.14 450.54 1647.65 450.58 1669.82 451.1 1684.99 451.35 1687.51 451.41 1699.08 451.6 1700.97 451.64 1708.44 451.76 1720.2 452 1724.01 452 1724.33 452.01 1731.72 452.32 1733.87 452.45 1739.97 452.73 1743.49 452.95 1746.97 453.12 1752.52 453.49 1753.69 453.55 1754.21 453.58 1760.36 454 1761.43 454.1 1780.73 456 1787.62 457.1 1799.08 458.85 1807.05 460 1827.06 460 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 169.03 .06 573.81 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 73.72 261.75 493.86 495.37 432.03 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 573 1827.06 453 T CROSS SECTION RIVER: DentonCreek REACH: Reach1 RS: 26220 INPUT Description: Station Elevation Data num= 285 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 462 48.77 462 51.27 461.64 62.87 460 71.7 458 78.46 456.55 80.98 456 87.4 454.44 89.19 454 96.13 452 98.23 451.49 104.49 450 113.49 448.11 114 448 114.35 447.93 114.98 447.8 124 446 136.37 444 159.25 434.4 178 434.4 196.78 434.4 223.46 444 228.57 445.2 231.92 446 235.85 446.84 241.59 448 251.7 450 253.28 450.34 260.81 452 264.35 452.72 270.38 454 283.33 455.58 286.99 456 294.1 456.5 299.68 456.87 300.17 456.91 303.77 457.13 305.1 457.22 308.68 457.45 311.62 457.63 316.95 458 332.5 458 333.86 457.87 333.96 457.87 336.19 457.7 349.41 456.65 359.78 456 360.82 455.58 362.89 454.68 364.39 454 367.82 452.33 368.51 452 368.78 451.86 371.92 450 374.02 448.7 375.11 448 375.63 447.67 378.25 446 397.13 444.59 400.2 444.39 405.65 444 420 437 435 437 447.27 444 449.21 445.04 450.86 446 452.09 446.84 453.57 448 454.2 448.54 454.38 448.69 455.88 450 456.44 450.47 458.19 452 458.59 452.34 460.28 453.8 460.48 453.97 462 455.15 462.33 455.5 462.97 455.95 463.25 456 464.54 456 466 455.81 466.33 455.79 469.24 455.41 470.14 455.51 473.3 455.77 473.78 456 476.33 456 479.78 456.22 480.44 456.24 487.6 456.63 488.87 456.64 493.72 456.94 526.07 457.89 529 458 531.12 458 533.93 457.72 550.91 456 552.08 455.91 552.89 455.84 555.51 455.65 568.08 454.67 577.25 454 578.36 453.97 578.49 453.97 655.7 452.2 656.1 452.19 656.46 452.19 664.1 452 775.61 452 832.66 450.88 835.46 450.87 840.96 450.79 843.56 450.77 845.32 450.75 847.53 450.71 849.82 450.7 853.21 450.65 860.73 450.6 864.76 450.53 866.1 450.53 867.3 450.52 872.01 450.44 872.83 450.44 873.46 450.43 873.95 450.43 875.46 450.42 876.42 450.42 894.03 450 1208.67 450 1247 450.52 1251.58 450.5 1253.23 450.5 1257.84 450.48 1272.87 450.47 1293.24 450.33 1293.71 450.33 1296.42 450.3 1296.78 450.3 1298.84 450.28 1299.2 450.28 1301.1 450.27 1301.56 450.26 1302.11 450.26 1304.26 450.25 1304.84 450.25 1307.3 450.23 1307.89 450.23 1310.6 450.21 1311.17 450.21 1317.19 450.18 1317.67 450.18 1320.8 450.16 1321.24 450.16 1324.35 450.15 1324.7 450.15 1327.72 450.13 1327.96 450.13 1336.09 450.11 1342.45 450.09 1342.55 450.09 1345.15 450.08 1345.46 450.08 1348.71 450.06 1348.86 450.06 1356.52 450.05 1359.67 450.07 1369.26 450 1387.29 450 1393.84 449.95 1397.72 449.91 1401.6 449.89 1428.35 449.68 1428.9 449.68 1440.95 449.6 1441.65 449.59 1445.82 449.56 1446.73 449.55 1471.14 449.38 1499.91 449.31 1519.01 449.37 1521.45 449.35 1523.51 449.36 1524.44 449.35 1527.5 449.35 1529.96 449.34 1532.63 449.34 1534.41 449.33 1535.86 449.33 1537.2 449.32 1597.59 449.71 1600.89 449.76 1605.65 449.82 1605.77 449.82 1607.7 449.84 1609.8 449.85 1609.94 449.86 1612.6 449.87 1620.12 449.92 1620.28 449.92 1624.16 449.94 1624.33 449.95 1627.59 449.96 1627.73 449.97 1633.77 449.99 1648.43 450.09 1657.79 450.08 1659.55 450.09 1659.93 450.09 1660.12 450.1 1661.85 450.12 1662.08 450.13 1664.12 450.17 1664.38 450.17 1666.83 450.23 1667.15 450.24 1669.95 450.31 1670.41 450.32 1670.98 450.33 1674.15 450.41 1674.95 450.42 1678.03 450.5 1679.01 450.51 1681.65 450.58 1682.69 450.6 1684.72 450.62 1686.94 450.68 1691.33 450.75 1693.6 450.82 1698.96 450.91 1701.79 450.99 1712.21 451.19 1715.44 451.28 1730.42 451.62 1731.81 451.66 1740.48 451.84 1740.87 451.85 1741.07 451.85 1741.18 451.86 1741.31 451.86 1749.04 452 1749.45 452.02 1754.59 452.27 1755.56 452.32 1759.11 452.49 1760.81 452.6 1763.09 452.71 1764.57 452.8 1768.05 453.03 1771.65 453.28 1774.6 453.5 1775.52 453.56 1780.38 453.9 1781.89 454 1785.71 454.3 1786.77 454.37 1791.32 454.71 1793.57 454.84 1796.56 455.05 1799.38 455.2 1800.98 455.31 1803.82 455.46 1804.72 455.52 1807.17 455.64 1809.3 455.76 1809.73 455.79 1812.94 456 1813.37 456.05 1815.73 456.36 1818.04 456.7 1821.08 457.13 1826.87 458 1828.81 458.08 1828.95 458.08 1834.79 458.32 1835.41 458.34 1836.48 458.39 1840.84 458.56 1843.61 458.69 1848.11 458.87 1853.97 459.15 1858.19 459.33 1868.45 459.82 1872.08 460 1910.37 460 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .03 196.78 .06 533.93 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 89.19 270.38 1420.09 0 1661.08 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 533 1910.37 453 T Profile Output Table - Standard Table 1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach1 35082 10-YR 9400.00 435.46 460.42 448.41 460.75 0.000605 4.66 2206.60 364.15 0.23 Page 32 DentonCreekFEMA_Proposed_2_8_16.rep Reach1 35082 50-YR 13200.00 435.46 461.91 450.52 462.40 0.000841 5.70 2917.88 914.29 0.28 Reach1 35082 100-YR 14900.00 435.46 462.44 451.35 462.99 0.000935 6.08 3268.92 1313.06 0.30 Reach1 35082 500-YR 36200.00 435.46 466.01 460.16 467.35 0.001958 10.11 6077.50 1851.25 0.44 Reach1 35082 ULT 100-YR 16681.00 435.46 462.82 452.19 463.45 0.001062 6.54 3532.49 1561.27 0.32 Reach1 33345 10-YR 9400.00 438.25 460.53 450.27 460.64 0.000234 3.06 3755.28 501.70 0.13 Reach1 33345 50-YR 13200.00 438.25 462.09 452.02 462.23 0.000268 3.48 4565.11 565.09 0.15 Reach1 33345 100-YR 14900.00 438.25 462.66 452.78 462.81 0.000280 3.64 4886.43 571.34 0.15 Reach1 33345 500-YR 36200.00 438.25 466.54 458.99 466.95 0.000529 5.68 7258.32 1141.81 0.21 Reach1 33345 ULT 100-YR 16681.00 438.25 463.07 453.64 463.25 0.000306 3.86 5124.90 575.93 0.16 Reach1 33158 10-YR 9400.00 438.15 460.42 456.41 460.57 0.000510 3.53 3127.16 486.13 0.18 Reach1 33158 50-YR 13200.00 438.15 461.97 457.05 462.16 0.000506 3.83 3901.11 511.06 0.18 Reach1 33158 100-YR 14900.00 438.15 462.53 457.30 462.73 0.000512 3.95 4189.16 522.63 0.19 Reach1 33158 500-YR 36200.00 438.15 466.25 459.76 466.80 0.000861 6.00 6307.33 1270.85 0.25 Reach1 33158 ULT 100-YR 16681.00 438.15 462.93 457.54 463.16 0.000548 4.17 4400.64 531.27 0.19 Reach1 32905 10-YR 9400.00 438.02 460.36 452.73 460.47 0.000287 3.09 3604.19 514.46 0.15 Reach1 32905 50-YR 13200.00 438.02 461.91 454.70 462.06 0.000302 3.41 4416.60 530.76 0.15 Reach1 32905 100-YR 14900.00 438.02 462.47 456.60 462.63 0.000313 3.55 4719.95 561.44 0.16 Reach1 32905 500-YR 36200.00 438.02 466.18 459.15 466.60 0.000551 5.41 7215.38 1564.65 0.21 Reach1 32905 ULT 100-YR 16681.00 438.02 462.87 456.88 463.05 0.000340 3.76 4948.59 588.69 0.16 Reach1 32763 10-YR 9400.00 437.96 460.32 452.97 460.43 0.000270 2.82 3720.33 661.02 0.14 Reach1 32763 50-YR 13200.00 437.96 461.88 454.30 462.01 0.000287 3.14 4550.73 735.99 0.15 Reach1 32763 100-YR 14900.00 437.96 462.43 456.06 462.58 0.000299 3.29 4955.73 784.51 0.15 Reach1 32763 500-YR 36200.00 437.96 466.14 458.74 466.51 0.000503 4.96 7978.91 1862.28 0.20 Reach1 32763 ULT 100-YR 16681.00 437.96 462.83 456.40 463.00 0.000322 3.48 5267.88 790.44 0.16 Reach1 32288 10-YR 9400.00 437.72 459.97 448.26 460.24 0.000475 4.31 2482.99 994.45 0.19 Reach1 32288 50-YR 13200.00 437.72 461.38 450.17 461.79 0.000650 5.35 2945.97 1051.60 0.23 Reach1 32288 100-YR 14900.00 437.72 461.86 450.93 462.34 0.000735 5.80 3122.57 1082.64 0.25 Reach1 32288 500-YR 36200.00 437.72 465.57 459.02 466.17 0.000977 7.62 7544.66 1331.10 0.29 Reach1 32288 ULT 100-YR 16681.00 437.72 462.16 451.66 462.73 0.000856 6.33 3354.90 1123.60 0.27 Reach1 31972 10-YR 9400.00 437.56 459.84 450.74 460.06 0.000561 4.19 2548.58 1071.36 0.20 Reach1 31972 50-YR 13200.00 437.56 461.25 452.74 461.54 0.000629 4.73 3093.83 1186.89 0.21 Reach1 31972 100-YR 14900.00 437.56 461.74 453.55 462.07 0.000668 4.98 3300.96 1209.80 0.22 Reach1 31972 500-YR 36200.00 437.56 465.45 459.94 465.85 0.000713 5.93 7905.05 1471.96 0.24 Reach1 31972 ULT 100-YR 16681.00 437.56 462.03 454.37 462.41 0.000754 5.35 3450.22 1243.88 0.24 Reach1 31804 10-YR 9400.00 437.48 459.68 454.42 459.94 0.000874 4.54 2333.31 1043.77 0.24 Reach1 31804 50-YR 13200.00 437.48 461.09 457.29 461.42 0.000852 4.86 2955.53 1198.36 0.24 Reach1 31804 100-YR 14900.00 437.48 461.58 457.59 461.94 0.000873 5.05 3181.87 1246.22 0.25 Reach1 31804 500-YR 36200.00 437.48 465.34 460.49 465.73 0.000767 5.60 8000.60 1732.70 0.24 Reach1 31804 ULT 100-YR 16681.00 437.48 461.85 457.89 462.26 0.000975 5.41 3311.28 1269.81 0.26 Reach1 31584 10-YR 9400.00 437.37 459.60 452.72 459.76 0.000555 3.43 2968.86 1142.52 0.19 Reach1 31584 50-YR 13200.00 437.37 461.05 456.55 461.24 0.000536 3.63 3797.72 1313.63 0.19 Reach1 31584 100-YR 14900.00 437.37 461.54 456.87 461.75 0.000547 3.78 4096.77 1358.73 0.20 Reach1 31584 500-YR 36200.00 437.37 465.29 459.45 465.55 0.000529 4.50 9585.69 2016.31 0.20 Reach1 31584 ULT 100-YR 16681.00 437.37 461.81 457.11 462.05 0.000609 4.05 4264.63 1380.60 0.21 Reach1 31437 10-YR 9400.00 437.30 459.42 456.30 459.66 0.000867 4.22 2399.59 731.62 0.24 Reach1 31437 50-YR 13200.00 437.30 460.86 457.09 461.13 0.000814 4.40 3127.84 1621.06 0.23 Reach1 31437 100-YR 14900.00 437.30 461.34 457.37 461.64 0.000823 4.55 3408.18 1678.50 0.24 Page 33 DentonCreekFEMA_Proposed_2_8_16.rep Reach1 31437 500-YR 36200.00 437.30 465.20 460.18 465.47 0.000599 4.71 9571.81 2433.75 0.21 Reach1 31437 ULT 100-YR 16681.00 437.30 461.59 457.65 461.93 0.000922 4.88 3553.56 1698.72 0.25 Reach1 31364 10-YR 13300.00 437.26 459.02 457.07 459.53 0.002043 6.48 2395.91 901.48 0.37 Reach1 31364 50-YR 18900.00 437.26 460.52 457.89 461.02 0.001643 6.40 3699.93 1468.64 0.34 Reach1 31364 100-YR 21300.00 437.26 461.08 458.14 461.54 0.001448 6.21 4383.17 1687.98 0.32 Reach1 31364 500-YR 36200.00 437.26 465.24 460.60 465.41 0.000380 3.90 12227.60 3328.50 0.17 Reach1 31364 ULT 100-YR 22468.00 437.26 461.42 458.33 461.84 0.001300 6.00 4818.55 1809.22 0.30 Reach1 31253 10-YR 13300.00 437.20 459.09 451.23 459.34 0.000612 4.54 3677.22 1061.93 0.22 Reach1 31253 50-YR 18900.00 437.20 460.60 453.43 460.85 0.000582 4.75 5447.48 1632.34 0.21 Reach1 31253 100-YR 21300.00 437.20 461.14 454.21 461.39 0.000566 4.79 6144.04 1772.58 0.21 Reach1 31253 500-YR 36200.00 437.20 465.22 458.37 465.36 0.000265 3.82 13158.39 3181.11 0.15 Reach1 31253 ULT 100-YR 22468.00 437.20 461.46 456.49 461.70 0.000536 4.72 6569.16 1804.99 0.21 Reach1 31105 10-YR 13300.00 437.13 458.78 456.88 459.18 0.001856 6.04 2861.04 872.69 0.35 Reach1 31105 50-YR 18900.00 437.13 460.40 457.65 460.72 0.001289 5.59 4534.48 1471.94 0.30 Reach1 31105 100-YR 21300.00 437.13 460.96 457.95 461.27 0.001158 5.47 5188.09 1585.46 0.28 Reach1 31105 500-YR 36200.00 437.13 465.15 459.66 465.31 0.000434 4.11 12307.03 3320.56 0.18 Reach1 31105 ULT 100-YR 22468.00 437.13 461.30 458.10 461.59 0.001057 5.33 5588.74 1775.88 0.27 Reach1 31021 10-YR 13300.00 437.09 456.97 455.53 458.77 0.006844 11.36 1471.97 383.24 0.66 Reach1 31021 50-YR 18900.00 437.09 459.34 458.04 460.47 0.003940 10.03 3126.30 1218.26 0.52 Reach1 31021 100-YR 21300.00 437.09 460.33 459.33 461.08 0.002652 8.69 4173.13 1923.61 0.43 Reach1 31021 500-YR 36200.00 437.09 465.05 460.74 465.26 0.000690 5.47 11789.70 3746.22 0.23 Reach1 31021 ULT 100-YR 22468.00 437.09 460.81 459.51 461.43 0.002189 8.09 4700.74 1993.01 0.39 Reach1 30918 10-YR 13300.00 437.00 457.65 449.91 458.16 0.001079 6.10 2543.35 525.52 0.29 Reach1 30918 50-YR 18900.00 437.00 459.45 452.05 460.11 0.001246 7.11 3180.64 783.15 0.31 Reach1 30918 100-YR 21300.00 437.00 460.17 452.80 460.89 0.001282 7.43 3472.91 1220.90 0.32 Reach1 30918 500-YR 36200.00 437.00 464.76 457.37 465.17 0.000770 6.77 11510.01 3884.56 0.26 Reach1 30918 ULT 100-YR 22468.00 437.00 460.52 453.11 461.25 0.001293 7.56 3620.27 1324.15 0.32 Reach1 30805 Denton Tap Road Bridge Reach1 30667 10-YR 13300.00 437.00 456.97 449.93 457.58 0.001562 6.58 2342.14 537.35 0.32 Reach1 30667 50-YR 18900.00 437.00 458.33 452.05 459.19 0.002037 8.02 2881.35 711.79 0.37 Reach1 30667 100-YR 21300.00 437.00 458.86 452.80 459.81 0.002181 8.49 3110.17 759.21 0.38 Reach1 30667 500-YR 36200.00 437.00 461.52 457.49 462.93 0.002837 10.78 4359.41 1330.12 0.45 Reach1 30667 ULT 100-YR 22468.00 437.00 459.11 453.11 460.10 0.002245 8.71 3218.75 784.98 0.39 Reach1 30229 10-YR 13300.00 438.00 456.91 449.96 457.03 0.000397 2.90 5254.71 1180.00 0.17 Reach1 30229 50-YR 18900.00 438.00 458.36 450.98 458.50 0.000409 3.24 6821.05 1211.12 0.17 Reach1 30229 100-YR 21300.00 438.00 458.92 451.35 459.07 0.000409 3.35 7443.55 1228.87 0.17 Reach1 30229 500-YR 36200.00 438.00 461.77 453.37 461.97 0.000404 3.86 10820.30 1656.79 0.18 Reach1 30229 ULT 100-YR 22468.00 438.00 459.18 451.53 459.34 0.000408 3.40 7737.03 1237.52 0.18 Reach1 30134 10-YR 13300.00 437.90 456.93 446.38 456.98 0.000211 2.01 7409.43 1108.91 0.10 Reach1 30134 50-YR 18900.00 437.90 458.38 447.52 458.45 0.000240 2.31 9074.61 1199.95 0.11 Reach1 30134 100-YR 21300.00 437.90 458.94 447.95 459.01 0.000244 2.39 9751.61 1208.61 0.11 Reach1 30134 500-YR 36200.00 437.90 461.79 450.39 461.91 0.000269 2.83 13301.04 1479.91 0.12 Reach1 30134 ULT 100-YR 22468.00 437.90 459.20 448.15 459.28 0.000246 2.43 10068.63 1212.56 0.11 Reach1 29439 10-YR 13300.00 437.27 456.14 449.78 456.60 0.002105 5.90 2618.95 372.54 0.33 Reach1 29439 50-YR 18900.00 437.27 457.29 451.47 457.97 0.002854 7.38 3077.11 429.13 0.39 Reach1 29439 100-YR 21300.00 437.27 457.74 452.07 458.52 0.003119 7.92 3275.46 461.78 0.41 Page 34 DentonCreekFEMA_Proposed_2_8_16.rep Reach1 29439 500-YR 36200.00 437.27 459.94 455.38 461.28 0.004637 10.83 4765.96 876.46 0.51 Reach1 29439 ULT 100-YR 22468.00 437.27 457.95 452.36 458.77 0.003236 8.16 3376.17 496.23 0.42 Reach1 29363 10-YR 13300.00 437.20 456.12 449.70 456.40 0.001397 4.78 3268.80 586.27 0.27 Reach1 29363 50-YR 18900.00 437.20 457.32 451.31 457.70 0.001634 5.55 4008.20 633.73 0.30 Reach1 29363 100-YR 21300.00 437.20 457.81 451.92 458.21 0.001674 5.77 4318.48 653.47 0.31 Reach1 29363 500-YR 36200.00 437.20 460.29 455.47 460.80 0.001665 6.58 6465.63 1103.22 0.32 Reach1 29363 ULT 100-YR 22468.00 437.20 458.03 452.21 458.45 0.001699 5.88 4467.98 716.37 0.31 Reach1 29238 10-YR 13300.00 437.09 456.03 456.24 0.000841 4.25 3949.31 883.66 0.23 Reach1 29238 50-YR 18900.00 437.09 457.28 457.51 0.000817 4.56 5085.18 944.48 0.24 Reach1 29238 100-YR 21300.00 437.09 457.77 458.02 0.000797 4.64 5562.45 970.85 0.24 Reach1 29238 500-YR 36200.00 437.09 460.32 460.60 0.000710 5.03 9013.26 1499.25 0.23 Reach1 29238 ULT 100-YR 22468.00 437.09 458.00 458.26 0.000808 4.74 5788.17 1241.54 0.24 Reach1 29109 10-YR 13300.00 436.97 455.99 448.54 456.14 0.000513 3.62 4596.54 1005.69 0.20 Reach1 29109 50-YR 18900.00 436.97 457.22 450.08 457.41 0.000572 4.15 5793.32 1131.48 0.22 Reach1 29109 100-YR 21300.00 436.97 457.72 450.70 457.92 0.000579 4.30 6308.49 1166.49 0.22 Reach1 29109 500-YR 36200.00 436.97 460.29 454.74 460.50 0.000498 4.58 10520.87 1614.51 0.21 Reach1 29109 ULT 100-YR 22468.00 436.97 457.95 451.07 458.15 0.000579 4.36 6549.05 1179.19 0.22 Reach1 29001 10-YR 13300.00 436.87 455.91 448.84 456.07 0.000657 3.79 4462.60 896.62 0.21 Reach1 29001 50-YR 18900.00 436.87 457.13 450.35 457.33 0.000685 4.22 5525.52 930.85 0.22 Reach1 29001 100-YR 21300.00 436.87 457.63 450.94 457.84 0.000685 4.35 5962.76 945.10 0.22 Reach1 29001 500-YR 36200.00 436.87 460.13 454.88 460.42 0.000831 5.52 9228.81 1608.32 0.26 Reach1 29001 ULT 100-YR 22468.00 436.87 457.85 451.21 458.08 0.000690 4.43 6165.24 956.65 0.23 Reach1 28926 10-YR 13300.00 436.80 455.80 453.03 456.00 0.001122 3.85 3758.44 651.96 0.21 Reach1 28926 50-YR 18900.00 436.80 457.01 453.03 457.26 0.001253 4.38 4706.88 878.61 0.23 Reach1 28926 100-YR 21300.00 436.80 457.49 453.03 457.77 0.001270 4.54 5116.14 899.88 0.23 Reach1 28926 500-YR 36200.00 436.80 459.95 454.59 460.33 0.001446 5.49 7491.90 1445.57 0.24 Reach1 28926 ULT 100-YR 22468.00 436.80 457.72 453.03 458.00 0.001272 4.60 5306.14 909.33 0.23 Reach1 28814 10-YR 13300.00 436.70 455.79 447.05 455.90 0.000438 3.12 5248.59 910.40 0.17 Reach1 28814 50-YR 18900.00 436.70 456.99 448.54 457.14 0.000519 3.68 6363.93 1056.49 0.19 Reach1 28814 100-YR 21300.00 436.70 457.48 449.05 457.64 0.000524 3.81 6833.33 1082.10 0.19 Reach1 28814 500-YR 36200.00 436.70 459.94 451.69 460.18 0.000601 4.67 9392.63 1500.24 0.22 Reach1 28814 ULT 100-YR 22468.00 436.70 457.71 449.28 457.88 0.000527 3.87 7049.68 1093.54 0.20 Reach1 28663 10-YR 13300.00 436.57 455.66 445.42 455.82 0.000524 3.44 4462.35 868.05 0.17 Reach1 28663 50-YR 18900.00 436.57 456.85 447.21 457.05 0.000593 3.90 5581.01 987.37 0.18 Reach1 28663 100-YR 21300.00 436.57 457.34 447.88 457.55 0.000600 4.03 6071.54 1000.69 0.19 Reach1 28663 500-YR 36200.00 436.57 459.80 451.25 460.09 0.000629 4.62 8636.98 1632.83 0.20 Reach1 28663 ULT 100-YR 22468.00 436.57 457.57 448.18 457.79 0.000603 4.08 6298.55 1004.83 0.19 Reach1 28426 10-YR 13300.00 436.36 455.34 455.64 0.001054 4.59 3403.36 697.39 0.24 Reach1 28426 50-YR 18900.00 436.36 456.46 456.83 0.001262 5.38 4214.64 757.41 0.27 Reach1 28426 100-YR 21300.00 436.36 456.93 457.33 0.001291 5.59 4579.02 772.76 0.27 Reach1 28426 500-YR 36200.00 436.36 459.31 459.84 0.001424 6.64 6660.72 1074.42 0.30 Reach1 28426 ULT 100-YR 22468.00 436.36 457.15 457.56 0.001305 5.69 4748.59 780.45 0.28 Reach1 28291 10-YR 13300.00 436.24 455.11 455.45 0.001591 5.55 3334.53 1007.67 0.32 Reach1 28291 50-YR 18900.00 436.24 456.25 456.64 0.001626 6.06 4523.42 1074.08 0.33 Reach1 28291 100-YR 21300.00 436.24 456.76 457.13 0.001522 6.05 5070.79 1090.98 0.32 Reach1 28291 500-YR 36200.00 436.24 459.22 459.61 0.001297 6.40 7919.31 1228.04 0.31 Reach1 28291 ULT 100-YR 22468.00 436.24 456.99 457.36 0.001483 6.06 5321.60 1098.37 0.32 Page 35 DentonCreekFEMA_Proposed_2_8_16.rep Reach1 28132 10-YR 13300.00 436.09 454.90 455.27 0.000927 5.70 3455.97 961.35 0.33 Reach1 28132 50-YR 18900.00 436.09 456.08 456.45 0.000908 6.03 4623.94 1017.24 0.33 Reach1 28132 100-YR 21300.00 436.09 456.59 456.96 0.000864 6.05 5151.12 1038.69 0.32 Reach1 28132 500-YR 36200.00 436.09 459.06 459.46 0.000783 6.48 7923.20 1230.51 0.31 Reach1 28132 ULT 100-YR 22468.00 436.09 456.82 457.19 0.000849 6.06 5393.03 1048.41 0.32 Reach1 28009 10-YR 13300.00 435.98 454.88 453.02 455.15 0.000516 4.95 4080.20 965.55 0.26 Reach1 28009 50-YR 18900.00 435.98 456.02 453.02 456.34 0.000567 5.59 5197.30 997.09 0.27 Reach1 28009 100-YR 21300.00 435.98 456.52 453.02 456.86 0.000576 5.81 5701.52 1023.09 0.27 Reach1 28009 500-YR 36200.00 435.98 458.97 454.87 459.37 0.000582 6.67 8568.58 1252.28 0.26 Reach1 28009 ULT 100-YR 22468.00 435.98 456.75 453.02 457.09 0.000573 5.87 5936.89 1028.97 0.26 Reach1 27916 10-YR 13300.00 435.90 454.77 455.09 0.000608 5.26 3767.95 983.17 0.29 Reach1 27916 50-YR 18900.00 435.90 455.93 456.28 0.000659 5.80 4920.13 1015.28 0.30 Reach1 27916 100-YR 21300.00 435.90 456.44 456.80 0.000644 5.88 5449.41 1033.45 0.30 Reach1 27916 500-YR 36200.00 435.90 458.91 459.32 0.000653 6.58 8161.41 1179.65 0.30 Reach1 27916 ULT 100-YR 22468.00 435.90 456.68 457.03 0.000640 5.92 5691.44 1042.09 0.30 Reach1 27875 10-YR 13300.00 435.86 454.70 455.06 0.000676 5.52 3704.66 1094.11 0.30 Reach1 27875 50-YR 18900.00 435.86 455.90 456.25 0.000669 5.82 5033.29 1131.98 0.30 Reach1 27875 100-YR 21300.00 435.86 456.42 456.77 0.000654 5.90 5640.02 1186.63 0.30 Reach1 27875 500-YR 36200.00 435.86 458.92 459.27 0.000570 6.13 8758.79 1290.23 0.28 Reach1 27875 ULT 100-YR 22468.00 435.86 456.65 457.00 0.000640 5.90 5923.50 1197.51 0.29 Reach1 27635 10-YR 13300.00 435.65 454.56 454.83 0.001080 4.96 3812.02 1189.63 0.28 Reach1 27635 50-YR 18900.00 435.65 455.78 456.03 0.000912 4.92 5293.69 1233.29 0.26 Reach1 27635 100-YR 21300.00 435.65 456.31 456.56 0.000845 4.89 5957.69 1266.05 0.25 Reach1 27635 500-YR 36200.00 435.65 458.85 459.10 0.000637 4.83 9265.66 1353.09 0.23 Reach1 27635 ULT 100-YR 22468.00 435.65 456.56 456.79 0.000810 4.85 6265.08 1272.71 0.25 Reach1 27358 10-YR 13300.00 435.40 454.17 454.50 0.001373 5.34 3485.12 1234.93 0.31 Reach1 27358 50-YR 18900.00 435.40 455.50 455.77 0.001030 5.05 5157.00 1278.34 0.27 Reach1 27358 100-YR 21300.00 435.40 456.06 456.31 0.000933 4.98 5878.08 1325.28 0.26 Reach1 27358 500-YR 36200.00 435.40 458.68 458.92 0.000636 4.73 9467.87 1419.11 0.23 Reach1 27358 ULT 100-YR 22468.00 435.40 456.32 456.56 0.000878 4.91 6222.19 1333.80 0.26 Reach1 27046 10-YR 13300.00 435.12 453.66 453.98 0.001600 5.25 3180.44 1330.26 0.31 Reach1 27046 50-YR 18900.00 435.12 455.13 455.37 0.001134 4.83 5190.67 1392.18 0.27 Reach1 27046 100-YR 21300.00 435.12 455.74 455.96 0.000934 4.56 6055.30 1410.25 0.25 Reach1 27046 500-YR 36200.00 435.12 458.46 458.67 0.000630 4.36 10102.52 1660.21 0.21 Reach1 27046 ULT 100-YR 22468.00 435.12 456.02 456.23 0.000866 4.47 6451.26 1420.32 0.24 Reach1 26715 10-YR 13300.00 434.80 452.68 453.29 0.002568 6.67 2188.86 1264.49 0.40 Reach1 26715 50-YR 18900.00 434.80 454.51 454.89 0.001753 6.00 4406.34 1478.55 0.34 Reach1 26715 100-YR 21300.00 434.80 455.30 455.59 0.001282 5.37 5612.21 1569.83 0.29 Reach1 26715 500-YR 36200.00 434.80 458.27 458.47 0.000574 4.25 10622.75 1734.34 0.21 Reach1 26715 ULT 100-YR 22468.00 434.80 455.64 455.90 0.001118 5.11 6152.30 1603.61 0.28 Reach1 26220 10-YR 12800.00 434.40 451.80 445.21 452.30 0.001580 6.13 2364.77 1204.78 0.35 Reach1 26220 50-YR 18200.00 434.40 453.30 447.37 453.97 0.002061 7.29 3102.50 1433.54 0.40 Reach1 26220 100-YR 20600.00 434.40 454.67 448.01 455.02 0.001141 5.76 5125.39 1510.59 0.30 Reach1 26220 500-YR 36200.00 434.40 458.00 451.32 458.21 0.000539 4.69 10494.11 1737.50 0.21 Reach1 26220 ULT 100-YR 22468.00 434.40 455.07 448.48 455.39 0.001041 5.62 5733.16 1528.23 0.29 Page 36 FEMA Form 086-0-27, (2/2011)Previously FEMA Form 81-89 MT-2 Form 1 Page 1 of 3 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY OVERVIEW & CONCURRENCE FORM O.M.B No. 1660-0016 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.C § 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 480287 City of Katy Harris County TX TX 48473C 48201C 0005D 0220G 02/08/83 09/28/90 480170 City of Coppell TX 48113C0135K07/07/14 480170 City of Coppell TX 48113C0155K07/07/14 2. a. Flooding Source: City of Coppell - Andrew Brown Park Improvements b. Types of Flooding: Riverine Coastal Shallow Flooding (e.g., Zones AO and AH) Alluvial fan Lakes Other (Attach Description) 3. Project Name/Identifier: City of Coppell - Andrew Brown Park Improvements 4. FEMA zone designations affected: AE (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. b. The area of revision encompasses the following structures (check all that apply) Structures: E Channel¡zation X Levee/Floodwall E Dam E r¡ll 6. X Documentation of ESA compliance is submitted (required to initiate CLOMR review). Please refer to the instructions for more information. X Bridge/Culvert E Other (Attach Description) C. REVIEW FEE Has the review fee for the appropriate request category been included? EI Yes Fee amount: $4J99 n No, Attach Explanation Please see the DHS-FEMA Web s¡te at http://www.fema.qov/plan/prevenlfhm/frm fees.shtm for Fee Amounts and Exemptions. D. SIGNATURE All documents submitted in support of this request are correct lo 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: Cuneyt Erbatur, P.E., CFM Company: Dunaway Associates Mailing Address: 550 Bailey Avenue, Ste. 400, Fort Worth, TX 76107 Daytime Telephone No.: 817 -335-1 121Fax No.: 817-335-7437 E-Mail Address: cerbatur@d unaway-assoc.com sisnature of Requester (required): ///tr //4/Date: O112712Q16 As the community official responsible for floodplain management, I hereby acknowledge that we have received and reviewed this Letter of Map Revision (LOMR) or conditional LOMR request. Based upon the community's review, we find 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 ¡n 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 Spec¡es Act (ESA) compliance to FEMA pr¡orto 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, documentat¡on from the agency showing its compliance with Section 7(a)(2) of the ESA will be submitted. ln 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: Ken Griffin, P.E., Director of Engineering Communíty Name: City of Coppell Mailing Address: 265 E. Parkway Blvd. Coppell, TX 75019 Daytime Telephone No.: 972-304-3680 Fax No.: 972-304-3673 E-Mail Address: kgriffin@coppelltx.gov Community Official's Signature (required):Date: 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 lnstructions. 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 Un¡ted States Code, Section 1001. Certifier's Name: Cuneyt Erbatur, P.E., CFM License No.: 100358 Expiration Date: 09/30/201 6 Company Name: Dunaway Associates lelephone No.: 817-335-1 121 Fax No.: 817-335-7437 Signature:Llf A/7 Dale: 0112712016 E-Mail Address: cerbatur@dunaway-assoc.com FEMA Form 086-0-27, (212011)Previously FEMA Form 81-89 MT-2 Form 1 Page2of 3 FEMA Form 086-0-27, (2/2011)Previously FEMA Form 81-89 MT-2 Form 1 Page 3 of 3 Ensure the forms that are appropriate to your revision request are included in your submittal. Form Name and (Number)Required if … Riverine Hydrology and Hydraulics Form (Form 2) New or revised discharges or water-surface elevations Riverine Structures Form (Form 3)Channel is modified, addition/revision of bridge/culverts, addition/revision of levee/floodwall, addition/revision of dam Coastal Analysis Form (Form 4)New or revised coastal elevations Coastal Structures Form (Form 5)Addition/revision of coastal structure Alluvial Fan Flooding Form (Form 6)Flood control measures on alluvial fans Seal (Optional) FEMA Form 086-0-27A, (2/2011)Previously FEMA Form 81-89 MT-2 Form 2 Page 1 of 4 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY RIVERINE HYDROLOGY & HYDRAULICS FORM O.M.B No. 1660-0016 Expires February 28, 2014 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.C § 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: Denton Creek Note: Fill out one form for each flooding source studied A. HYDROLOGY 1. 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 à 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 2 of 4 B. HYDRAULICS 1. Reach to be Revised kjm Description Cross Section Water-Surface Elevations (ft.) Effective Proposed/Revised Downstream Limit*Approx. 2,400 LF U/S of MacArthur Blvd.26+220 454.67 454.67 Upstream Limit*Approx. 4,400 LF D/S of Highway 121 35+082 462.10 462.44 *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 4.1.0 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 Floodway Run Datum Duplicate Effective Model*File Name: DentonCreekFEMA.g01 Plan Name: Duplicate_Effective File Name: ______________ Plan Name: __________ _____ NAD 83_ _ Corrected Effective Model*File Name: DentonCreekFEMA.g10 Plan Name: Corrected Effective File Name: ______________ Plan Name: ___________ ____ NAD 83_ _ Existing or Pre-Project Conditions Model File Name: _____________ Plan Name: _______ __ _ File Name: ______________ Plan Name: ___________ ____ _______ _ Revised or Post-Project Conditions Model File Name: DentonCreekFEMA.g09__ ___________ Plan Name: ___ Proposed____ File Name: _____________ Plan Name:__NAD 83__ 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:On-ground field survey and 2-Foot LIDAR contours Source:Dunaway Associates and NCTCOG Date:2015 Accuracy:+/- 0.1 foot and +/- 1 foot 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 3 of 4 D. COMMON REGULATORY REQUIREMENTS* 1. For LOMR/CLOMR requests, do Base Flood Elevations (BFEs) increase? Yes No There are increases in BFEs, but all increases greater than 0.10 feet are within project property limits . 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? (N/A) 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. FEMA Form 086-0-27A, (2/2011)Previously FEMA Form 81-89 MT-2 Form 2 Page 4 of 4 * Not inclusive of all applicable regulatory requirements. For details, see 44 CFR parts 60 and 65. FEMA Form 81-107 Payment Information Form FEDERAL EMERGENCY MANAGEMENT AGENCY PAYMENT INFORMATION FORM Community Name: Project Identifier: THIS FORM MUST BE MAILED, ALONG WITH THE APPROPRIATE FEE, TO THE ADDRESS BELOW OR FAXED TO THE FAX NUMBER BELOW. Please make check or money order payable to the National Flood Insurance Program. Type of Request: MT-1 application MT-2 application EDR application Request No. (if known): _______________ Check No.: _______________ Amount: INITIAL FEE* FINAL FEE FEE BALANCE** MASTER CARD VISA CHECK MONEY ORDER *Note: Check only for EDR and/or Alluvial Fan requests (as appropriate). **Note: Check only if submitting a corrected fee for an ongoing request. COMPLETE THIS SECTION ONLY IF PAYING BY CREDIT CARD CARD NUMBER EXP. DATE — — — — 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Month Year _________________________________________________________________ Date Signature NAME (AS IT APPEARS ON CARD): (please print or type) ADDRESS: (for your credit card receipt-please print or type) DAYTIME PHONE: LOMC Clearinghouse 847 South Pickett Street Alexandria, VA 22304-4605 Attn.: LOMC Manager FEMA Project Library 847 South Pickett Street Alexandria, VA 22304-4605 FAX (703) 212-4090 11 APPENDIX D 404 PERMIT 12 APPENDIX E DIGITAL DATA