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FS8902-SY 910901FLOOD STUDY OF THE ELM FORK OF THE TRINITY RIVER THROUGH THE CITY OF COPPELL, TEXAS for City of Coppell 732 Deforest Road Coppell, Texas 75019 by Kimley -Horn and Associates, Inc. 12660 Coit Road, Suite 200 Dallas, Texas 75251 (214) 386 -7007 FLOOD STUDY OF THE ELM FORK OF THE TRINITY RIVER THROUGH THE CITY OF COPPELL, TEXAS for City of Coppell 732 Deforest Road Coppell, Texas 75019 by Kimley -Horn and Associates, Inc. 12660 Coit Road, Suite 200 Dallas, Texas 75251 (214) 386 -7007 TABLE OF CONTENTS INTRODUCTION COORDINATION HYDROLOGY /HYDRAULICS RECOMMENDATIONS APPENDICES: 1) Correspondence 2) NUDALLAS Hydrology Model 3) Flood Insurance Study Computer Model 4) Nathan D. Maier Consulting Engineers Computer Model 5) Corps of Engineers Reconnaissance Computer Model 6) Revised Corps Reconnaissance Computer Model 7) Cross Sections 8) Water Surface Profiles 9) Floodplain and Floodway Delineations C11- 900mForkLz*9191.17 -800 INTRODUCTION On May 4, 1990, the City of Coppell submitted a revised Flood Insurance Study (FIS) prepared by Kimley -Horn and Associates, Inc. Comments regarding this study were provided by the Federal Emergency Management Agency (FEMA) on September 18, 1990 (Appendix 1). these FEMA comments suggested changes to the submitted model. This report provides a flood study that addresses these FEMA comments. It is important to note that the information contained in this report covers only the City of Coppell, Texas. This report is not intended to provide a flood study of the entire Elm Fork of the Trinity River. Also, this report utilizes the latest study completed by the Corps of Engineers as part of the Regional Environmental Impact Statement (REIS). C11- 90DmForiLs*9191.17 -8W COORDINATION The coordination involved in this study was limited to the following: FEMA In response to FEMA's comments of October 10, 1990, a letter was provided outlining required actions (Appendix 1). Subsequent conversations with Mr. Jerry Sparks of Dewberry and Davis (FEMA technical review consultant) have modified FEMA requirements. FEMA has agreed that the Beltline Road Bridge, presently under construction, should be included in the existing condition model. Corns of Engineers A letter and subsequent meeting was held with the Corps to discuss their models and FEMA comments. The meeting was held with the engineers that actually completed the hydrology and hydraulic models in question. Mr. Steve Pilney completed the hydrology model, a detailed discussion of which is included in the Hydrology section of this report. Mr. Mike Danella completed the hydraulic model, a detailed discussion of which is included in the Hydraulic section of this report. Both Mr. Pilney and Mr. Danella agree that the models they developed represent the most current existing condition models available. Nathan D Maier Consulting Engineers Mr. Ery Myer and Mr. Bill Wallace of Nathan Maier Consulting Engineers (NDM) met with us to outline the differences in the NDM model and the Corps model presented in the subject Coppell FIS revision. A detailed discussion of the differences is noted in the Hydraulic section of this report. C11- 900mForkj&A9191.17 -800 2 HYDROLOGY INTRODUCTION The purpose of the hydrology section of this report is to present the hydrologic analysis developed by the Fort Worth District Corps of Engineers as the "best available data" to use in determination of peak discharges for the Elm Fork of the Trinity River (Appendix 2). It is important to note that the hydrology presented in this report was completely developed by the Corps. This report only presents data from meetings, conversations, and literature obtained from the Corps. Most of the text describing the hydrology was taken directly from "Reconnaissance Report Upper Trinity River Basin, Texas, by US Army Corps of Engineers, Fort Worth District, Fort Worth, Texas, March 1990." This reference is abbreviated as Reconn Study. The following is an excerpt from the Corps Reconn Study with the portions applicable to the Elm Fork of the Trinity River through Coppell. PURPOSE "The purpose of the hydrology portion of the Upper Trinity River Reconn Study was to evaluate the magnitude of frequency discharges in the Trinity river above its confluence with Five Mile Creek and portions of two if its major tributaries, the West Fork and the Elm Fork. Portions of the hydrology modeling are significantly linked to previous flood insurance _ studies. An even greater portion is linked to work supporting the Trinity River Regional Environmental Impact Statement (TREIS) of 1987. Computed discharges have changed at some locations for this study due to including imperviousness impacts in the hydrology model, no critical center SPF runs for the West Fork in this study, and storage and routing modifications made because of additional developments in the floodplain or in response to comments from the involved cities. WATERSHED DESCRIPTION "The area hydrologically modeled in this study consisted of the entire drainage area of the Trinity River upstream of the point where Five Mile Creek flows into the Trinity River near the intersection of the Trinity River and Interstate Highway 20 (about 10 miles southeast of downtown Dallas). The total drainage area at that point is approximately 6,275 square miles. Included in this area is the Fort Worth -Dallas Metroplex. The total drainage areas of the Trinity river at the Elm Fork -West Fork confluence and the Dallas Gage are 6,061 and 6,106 square miles, respectively. The terrain elevation varies from 1,200 feet NGVD at the headwaters of the West Fork of the Trinity River, approximately 35 miles south - southwest of Wichita Falls, Texas, to 380 feet NGVD at the confluence of Five Mile Creek and the Trinity River. "Of the five Corps of Engineers flood control lakes in the study area, lakes Benbrook, Lewisville, and Grapevine were impounded in the early 1950s. The two remaining Corps lakes, Lakes Ray Roberts and Joe Pool, were recently completed and were impounded in June 1987 and January 1986, respectively.... C11- 900mForLdy\9191.17 -SM 3 CLIMATOLOGY — "The Trinity River watershed, as described previously, is located in a region of temperate mean climatological conditions, experiencing occasional extremes of temperature and rainfall of relatively short duration. The National Oceanic and Atmospheric Administration Station at Fort Worth, Texas shows an average annual rainfall of 32.3 inches during a recent ten year period (1976 - 1985). The extreme annual rainfall values since 1887 are a maximum of 51.03 inches occurring in 1932, and a minimum of 17.91 inches occurring in 1921. The mean relative humidity is 65 percent, and the average temperature is 65.8 degrees. "Generally, the major storms experienced in the study area are produced by heavy rainfall from frontal -type storms which occur in the Spring and Summer months, but major flooding can also be produced by intense rainfall associated with localized thunderstorms. These thunderstorms may occur at any time during the year but are more prevalent in spring and summer months. MODEL DEVELOPMENT "The area modeled was divided into 108 sub -areas in order to be responsive to the timing of each major tributary's runoff contribution to the total flood hydrograph, and also to obtain detailed flow information (flood hydrographs) at all major points of interest on the West fork, Elm Fork, and mainstream of the Trinity River. Figure I shows the sub -area arrangement." The NUDALLAS hydrology model was used to develop the hydrology for the Elm Fork.... "All reservoirs with flood control storage were assumed to be at top of conservation pool level at the start of 2 -year to 100 -year floods, and at a level corresponding to one -third full flood control pool at the start of the Standard Project Flood. All reservoirs without flood control storage were assumed to be at normal level at the start of all floods. "Separate NUDALLAS hydrology models were developed for the Clear Fork and Mary's Creek and for the Elm Fork. These models were originally adopted from recent floods insurance studies.... MODEL RAINFALL "The hypothetical precipitation for the 2 -, 5 -, 10 -, 25 -, 50 -, and 100 -year, and Standard Project Storm was developed using data from National Weather Service Technical Paper (TP40), National Oceanic and Atmospheric Administration Technical Memorandum NWS Hydro -35, and Corps of Engineers Civil Engineer Bulletin No. 52 -8 ( "Standard Project Flood Determination "). One -hour time increments were used with a 24 -hour storm duration for the 2 -year through the 100 -year storms. Figure 15 of TP40, depth- area - duration curves, was used to adjust the rainfall for watershed size for frequency events. The point of rainfall amounts for the 24 -hour duration storms for the large area above the various lakes are as follows: 2 -year, 3.93 inches; 5 -year, 5.30 inches; 10 -year, 6.27 inches; 25 -year, 7.39 inches; 50 -year, 8.38 inches; and 100 -year, 9.38 inches. Area adjusted 100 -year rainfall for the large area above the lakes and for the smaller local area below the lakes are presented in Table 1. C11- 90E1mFork.W9191.17 -800 4 "The Standard Project Flood (SPF) was developed as outlined in EM- 1110 -2 -1411 (Bulletin 52 -8) and distributed in time according to Southwestern Division recommendations. The duration of the Standard Project Storm (SPS) was adopted as 96 hours. The SPS index rainfall was determined to be 14.5 inches. The precipitation amounts used for each sub -area depended on that sub - area's location in the SPS elliptical pattern. The SPS precipitation amounts varied from 5.71 inches for the headwaters sub -area No. 1 to 20.12 inches for sub- area No. 50 (Walker Branch). Due to time and funding constraints only one elliptical storm center, which was the estimated critical center for the Dallas gage, was evaluated. The maximum 24 -hour SPS rainfall is presented for sub -areas 50 and 12 in Table 2. INFILTRATION LOSSES "The block loss method of estimating infiltration losses was used in this study. Two different loss rates were used: (1) the initial loss which must be satisfied before any runoff occurs and (2) a constant loss in inches - per -hour, which continues after the initial loss has been satisfied. The values of both losses vary with the return frequency of the storm. The standard values of loss components for both sand and clay soil corresponding to storm return frequency are as follows. Storm Return Frequency Clay Soil Sandy Soil Initial Loss (Inches) Constant Loss (Inches /Hour) Initial Loss (Inches) Constant Loss (Inches /Hour) 2 -year 1.5 0.2 2.1 0.26 5 -year 1.3 0.16 1.8 0.21 10 -year 1.12 0.14 1.5 0.18 50 -year 0.84 0.10 1.1 0.13 100 -year 1 0.75 0.07 0.9 0.10 SPF 0.50 0.05 0.6 0.08 "In the absence of previously determined loss components, the percentage of the watershed with clay soil characteristics and sandy soil characteristics for each sub -area was determined from County Soil Survey Reports published by the US Department of Agriculture. The soil percentages were used to interpolate between the above values to determine the sub - area's loss component values. Where available, loss component values determined from previous studies were used instead of the hypothetical standard values to initiate the calibration process. Comparisons were made between frequency discharges based on analysis of computed value of peak flow" at the same gates. Adjustments were made to the loss rates to improve the comparisons of peak flows at the gates. The adjusted values were used in this study. Urbanization and imperviousness were estimated for each subarea and direct runoff was computed for the impervious area. C11- 9&DmForLWy19191.17 -800 5 DEVELOPMENT OF UNIT HYDROGRAPHS "Unit hydrographs for the larger sub -areas above the lakes ... were generally based on the historical flood hydrograph reproductions for October 1974, March 1977, May 1982, and October - November 1981. Urban curves of tp versus watershed parameters for various percent urban development were used with the smaller, more urban subareas of the ... model below the lakes.... Estimates of the amount of urbanization for each subarea for 1985 Existing conditions were made by referring to the most recent maps, charts, and aerial photography available. The subarea value of urbanization was assumed to be unchanged from 1985 to 1989 (existing conditions) for this reconnaissance study. Due to the real estate and development recession which has occurred in the Dallas -Fort Worth area, this assumption is reasonable for most sub - areas.... "Time -to -peak was developed for each sub -area using methodology described in "Synthetic Hydrograph Relationships, Trinity River Tributaries, Fort Worth - Dallas Urban Area: by T. L. Nelson, 1970. Urbanization curves available for sand (Cross Timbers) and clay (Blackland) soils indicate elapsed time (time to peak) from the midpoint of a unit duration of rainfall to maximum runoff for a given sub -area. The geographical characteristics of the subarea, such as length of major stream (L), the distance from the subarea outflow point to the location of the subarea center of gravity (Lca), percent urbanization, and the overall slope (S) of the major stream determine the entering arguments for the urbanization curve from which "time - to -peak" for the sub -area is extracted. The "time -to -peak" used for each sub -area was generated from the Fort Worth - Dallas East -West Cross Timbers Urbanization Curve and the Blackland Urbanization Curve by interpolating between them, based on the percentage of each soil type within the subarea. The percentage of soil type was derived from a Soil Survey report for each county published by the US Department of Agriculture. The East -West Cross Timbers and the Blackland Urbanization Curves are shown in Figures 2 and 3. "The unit hydrograph parameters used in the NUDALLAS model for the Elm Fork existing and future conditions are listed in Table 4.... EXISTING CONDITIONS "Estimates of watershed development for each subarea for 1986 conditions were assumed adequate to represent existing conditions for this reconnaissance study. Modified puls routing information for existing conditions reflects the latest backwater runs which include recent development projects and other adjustments made after consideration of comments on the hydraulic models of the Trinity Regional Environmental Impact Statement. Ray Roberts and Joe Pool Lakes are considered in place for existing conditions. The computed probability peak discharges for existing conditions are presented in Table 5.... Cll- 90BmFort.W1g9191.17 -WD 6 HYDRAULI GENERAL "Hydraulic models were developed for the Upper Trinity River Reconnaissance Study for .., existing conditions representing October 1988 floodplain conditions for the Trinity river, Elm Fork.... HYDRAULIC PROGRAMS "The hydraulic analysis was performed by extensive use of ... the HEC -2 Water Surface Profiles (HEC -2)" computer program. "The ... HEC -2 program computes water surface elevations at various sections along a river channel. Water surface profiles are water surface elevations plotted against channel distance.... LIMITS OF STUDY AREA "The limits of the hydraulic models developed for the Upper Trinity River Reconnaissance Study are as follows: ...Elm Fork: The confluence of the West Fork and Elm Fork (RM 0.00) to the AT &SF Railroad in Lewisville (RM 29.03) - A separate hydraulic model was developed for the Lewisville Lake Spillway through the left relief bridge at SH 121.... DEVELOPMENT /HISTORY OF HYDRAULIC MODELS "The Fort Worth District of the Corps of Engineers has developed hydraulic models representing the Trinity river, Elm Fork, West Fork, Clear Fork, and Marys Creek. Input data for use in the hydraulic models originated from field surveys, USGS and municipal topographic maps, aerial photographs, bridge plans, and field investigation. Additional data has been supplied to the corps of Engineers by private engineering firms responsible for the design of development projects in the Upper Trinity River watershed. PREVIOUSLY PUBLISHED STUDIES ... Elm Fork: 1978 Dallas County Flood Insurance Study 1982 Lewisville Flood Insurance Study 1986 Draft Trinity River Regional EIS 1986 Lewisville Flood Insurance Study 1987 Final Trinity river Regional EIS... C11- 900mForLW9191.17 -800 7 GENERAL EXISTING CONDITIONS "The existing- conditions models used in the Upper Trinity river Reconnaissance Study are a collection of previously developed models and updated versions of established models. The modifications were limited to the Elm Fork and to the West Fork from the West Fork /Elm Fork confluence to Riverside Drive in Fort Worth since the majority of development is occurring in these areas. Reference" Figure 4 "4 for the existing conditions water surface profiles of the investigated study area.... ELM FORK "The following is an explanation of the methods and procedures used in the hydraulic modeling of the Elm Fork. "For purposes of this Reconnaissance Study, all development projects in the Elm Fork floodplain, such as fill and levees, were assumed non - conveying and provided no storage regardless of the frequency of discharge. Levees were vertically extended in the hydraulic models, therefore, storage and conveyance were not included in the hydraulic computations behind the levees. "Two separate hydraulic models were developed, a storage model and a conveyance model. " Storage Model A storage model was developed to represent valley storage in the Elm Fork flood plain as of October 1988 conditions. The previously developed Elm Fork storage model was reviewed section -by- section. Modifications were made to the model to include areas of storage previously omitted. Cross - sections were extended upstream and downstream of many bridges to include ineffective flow areas. Cross - sections were extended in the right overbank in the lower Elm Fork to include storage previously excluded. The complete storage model represents an extensive evaluation of available storage in the Elm Fork tributaries. It is recognized the tributaries are a potential additional source of available storage area. Such an analysis is beyond the scope of this Reconnaissance Study. A range of 14 discharges were input in the model to produce storage- discharge - elevation data for use in the computation of flood frequency discharges. " Conveyance Model A conveyance model was developed to represent conveyance in the Elm Fork flood plain as of October 1988 conditions. The previously developed Elm Fork conveyance model was reviewed section -by- section and modifications made as necessary to more completely represent conveyance conditions. Specific changes, such as addition of new bridges, are discussed later in this section. Ineffective flow areas upstream and downstream of bridges, modeled with X3 encroachment cards, were represented at SH 482, Loop 12, STL &SF Railroad, and Spur 348. Ineffective flow areas were represented upstream of Belt Line Road to the Carrollton Landfill and to the east at I -35E. The flood discharges locations between Denton Creek and I -35E were adjusted for consistency with changes in the hydrologic model in this area. "A split -flow analysis was performed in the area of the American Container Landfill in Lewisville. Due to the large size of the landfill and its location at a severe meander in the Elm Fork river channel, a large percentage of flood discharge is split into an area west of the landfill. This split area is bounded to the west by the Missouri - Kansas and Texas (MK &T) Railroad. The split -flow analysis began at station 1265 +50 _ and the energy gradient balanced upstream of the landfill at station 1418+00. Storage was computed on the mainstream of the Elm Fork from this point upstream to Prairie Creek. The split -flow analysis was performed for the entire range of storage discharges and frequency flood discharges. Storage was not accounted for in the C11.900mForLs*9191.174000 8 Lewisville Lake spillway area upstream of SH 121. Storage data was computed for each routing reach of the Elm Fort for use in the Corps of Engineers hydrologic computer programs HEC -1 Flood Hydrograph Package and NUDALLAS Flood Hydrograph Program. The hydrologic programs then computed 2 -year, 5 -year, 10- year, 25 -year, 50 -year, 100 -year flood discharges and Standard Project Flood discharges. "The hydrologic and hydraulic analysis indicated the highest flood stage in the lower reach of the Elm Fork is produced by backwater from West Fork peak discharge, which controls the water surface profile on the Elm Fork for several thousand feet upstream of the West Fork /Elm Fork confluence. The extent of the control distance was determined by using two sets of discharge - elevation conditions for the 100 -year flood and Standard Project Flood, since letter frequency floods produce insignificant changes to the water surface profile in this area of the Elm Fork. The same procedure was also used for all discharges in the storage analysis. The first condition paired the Elm Fork coincident discharge at the West Fork /Elm Fork confluence at the time of the West Fork peak with the corresponding water surface elevation of the peak discharge on the Trinity River at the confluence. The second condition paired the Elm Fork peak discharge at the confluence with the water surface elevation corresponding to the coincident discharge on the Trinity River at the confluence. The results of this procedure indicated the location on the Elm Fork at which the West Fork peak discharge controls the water surface profile. In the hydraulic models, the Elm Fork coincident discharges were used from the confluence to the computed station. Upstream of this station, the Elm Fork peak discharges were used. "A separate spillway hydraulic model was developed which represented the Lewisville Lake spillway starting at station 1462 +50 on the mainstream of the Elm Fork and _ included the left relief bridge at SH 121. The discharges used in the spillway models were the discharges distributed at SH 121 from releases through the Lewisville Lake spillway. "The Lewisville Lake releases through the dam spillway, 100 -year flood discharge of 21,000 cfs and Standard Project Flood discharge of 62,000 cfs, are considered critical discharges and were used in the hydraulic models in the area downstream of SH 121. Data was available indicating the distribution of discharge through the spillway to the left relief bridge at SH 121 and the main channel bridge, is less than the local peak discharge at the same point, therefore, the local peak discharge was used in the Elm Fork main channel hydraulic models. "The bridges spanning the Elm Fork channel and flood plain were modeled using the HEC -2 normal bridge method. "Specific modifications /additions of the Elm Fork storage and conveyance models include: the proposed Royal Land bridge, the proposed Belt Line Road bridge, and a more complete representation of the upper Elm Fork (upstream of Indian Creek) due to a comprehensive set of data and topographic maps in this area. C11- 99amFat&dy1919L17 -800 9 LIST OF PROJECTS "The following is a list of projects represented in this Reconnaissance Study Existing Conditions hydraulic models of the Elm Fork and West Fork. Refer to the final TREIS for the exact location of these projects. Elm Fork Mary Kay Las Colinas Stemmons North Industrial District Las Colinas Service Area Royal Lane Reclamation Lakes of LBJ Carrollton /Farmers Branch Levee District Irving Levee Business Park Belt Line Business Park Fill Project (at Belt Line Road) Riverchase Carrollton Landfill Lakes of Coppell Gateway Reclamation Trinity Mills Business Park Dallas Nurseries Lakepointe Waters Ridge I Huffines Ranch American Container Landfill Farmers Branch Landfill Highland Park Landfill Connell Riverpark Proposed Royal Lane Bridge Proposed Belt Line Road Bridge Irving Flood Control District No. I Levee (Northwest Levee)" REVISIONS TO THE CORPS OF ENGINEERS RECONN STUDY MODEL FEMA provided comments regarding the City of Coppell Citywide Flood Study. Their concerns centered on the Elm Fork of the Trinity River model presented. This model was obtained directly from the Corps of Engineers Regional Environmental Impact Study Reconnaissance Hydraulic Model (Appendix 5). This model is believed to be the most accurate existing condition model available. This was substantiated by Corps staff. FEMA has expressed concern that this Reconn Model needs additional work. Specifically, FEMA has requested that five items be considered in this model. These five items are as follows. C11- 90\E1mFoh.dy\919L17 -800 10 Modification of the Royal Lane Bridge Model _ The proposed Royal Lane bridge over the Elm Fork of the Trinity being designed by the State Department of Highways and Public Transportation (SDHPT) was included in the Corps Reconn model. Since this bridge is not under construction, FEMA requests that the existing bridge be included in the model instead. In response to the Flood Insurance Study (FIS), the bridge model was obtained from the effective FIS computer model (see Appendix 4). The design cross - sections were removed and the FIS cross - sections inserted (592 +70). Modification for the Corns Reconn Model at Beltline Road Since this bridge is well under construction with an expected completion date of next year, further discussions with FEMA's technical consultant, Dewberry and Davis, confirms that the new bridge model should be included in the existing- condition Reconn model. No change was made in the model. Nathan D Maier Consulting Engineers (NDM) Model The NDM model identified a number of changes. Each of these changes was reviewed. The results are shown below: a) NDM model better defined the Sandy Lake Bridge with very minor revisions. These changes were incorporated in the model. b) Two cross - sections were added by NDM (1046+00 and 1055 +30) in place of cross - section 1030+60. These added cross - sections better defined the floodplain, and were included in the revised model. c) Cross - section 1060 +80 was reversed in the Corps model according to the NDM model. This can be seen by comparing the two cross - sections (see Figure 5). d) Many of the NDM cross - sections did not include X3 cards to define ineffective flow, as was included in the Corps Model. This ineffective flow definition was kept as modeled by the Corps. A comparison of all of the results is shown in Table 6. C ort)s of Engineers Coordination In addition to the discussions and meeting with the Corps, a copy of this report will be presented to the Corps for their comments. A floodway was also prepared that matches the floodway stations in the effective FIS. No changes were made in this floodway with the exception of the Nathan D. Maier changes for the HRWS tract. C11- 900mFork &"191.17 -800 I I This report has demonstrated that the Corps Reconn Model is the "best available data" to describe existing conditions for the Elm Fork of the Trinity River. The changes made in the model as part of this report have made it even more representative of present conditions. This model should be used for floodplain management, and should be used to modify the Coppell FIS. C11- 90BmFo«tW9191.17 -800 12 us A v C FR As , c U _ ' AD - - ,J- �_'�/. �. — t f _ � '� / �<�•. = to V SUB •ARE 1 _ 0[ DRAii TABLE 1 100 YEAR STORM RAINFALL DISTRIBUTION SUB -AREA SUBAREA ABOVE BELOW LAKES LAKES TIME RAINFALL RAINFALL (HOUR) (INCH) (INCH) 1 0.09 0.09 2 0.10 0.10 3 0.11 0.11 4 0.12 0.12 5 0.13 0.13 6 0.14 0.14 7 0.21 0.21 8 0.24 0.24 9 0.28 0.28 10 0.36 0.37 11 0.48 0.50 12 1.03 1.04 13 2.74 2.78 14 0.61 0.61 15 0.41 0.42 16 0.30 0.31 17 0.25 0.26 18 0.22 0.23 19 0.15 0.15 20 0.13 0.13 21 0.12 0.12 22 0.11 0.11 23 0.10 0.10 24 0.10 0.10 TOTAL 8.54 8.66 TABLE 1 STANDARD PROJECT STORM RAINFALL DISTRIBUTION FOR SUBAREAS 12 and 50 FOR MAXIMUM 24 HOUR PERIOD - TABLE 2 SUB -AREA 12 SUBAREA 50 TIME RAINFALL RAINFALL (HOUR) (INCH) (.INCH) 49 0.08 0.19 50 0.08 0.19 51 0.08 0.19 52 0.08 0.19 53 0.08 0.19 54 0.08 0.19 55 0.17 0.43 56 0.17 0.43 57 0.17 0.43 58 0.17 0.43 59 0.17 0.43 60 0.17 0.43 61 0.17 0.40 62 0.34 0.81 63 0.80 1.92 64 2.10 5.05 65 0.46 1.11 66 0.34 0.81 67 0.11 0.28 68 0.11 0.28 69 0.11 0.28 70 0.11 0.28 71 0.11 0.28 72 0.11 0.28 - TABLE 2 CORPS OF ENGINEERS US ARMY • m 0 ��e y M m p mini e Bill SaME MIMI fir ° � ®imS � � ® ®�" �i■ iii ® ®ii® Me as a OEM mmom Imam OF FIVE MILE CRE(A PRAIRIE �, I US ARMY ENGINEER DISTRICT. FT WORTH • m 0 ��e y 0 m p e fir ° � ®imS � � ® ®�" �i■ iii ® ®ii® NUDALLAS UNIT HYDROGRAPH DATA ELM FORK DOWNSTREAM OF LEWISVILLE LAKE EXISTING CONDITIONS INDEXPOINT 1------------------- -- ----- ------ ----- ------ - - - - -N Cl) ELM FORK 0. A. BETWEEN PRAIRIE CREEK AND LEWISVILL DAM OA - SO.MI = 1.27 L - MILE = 1.02 LCA - MILE = C.5^ SST -FT /MI = 15.79 URBAN Z = 5.00 CP 640 = 46C. :O CT = ^.57 TP -HOUR = !.47 TPR -HOUR = C651 OoR- CFS /MI = 9[6.59 OPR1 -CFS = 1151.37 TR -HOUR = 0025 IM °'c RV Z Z SAND = 20ou0 INDEX JOINT 2------------------ --- -- --- ----- --- -------- -- - -- (21 DRtINAGE AREA CF PRAIPIE CREEK OA -SO.MI = 6.55 L -MI L = 6098 LEA -MILE = 40.9 SST -FT /MI = 21.61 URBAN x = 35.0C :P 64u = 46C.:C CT = C082 TF -HOUR = 2.24 TFR -HOUR = 2.20 OPR- CFS /MI = 229.31 OPR1 -CF S = 1371.6C TR -HOUR = 0.2! IMPERV Z = 2:..0: Z SAND = 6C.OG INDEX *OIPJT 4-------------------------------------------------- (3) ELM FOQK D. A. BETWEEN STEWART CREEK AND PRAIRIE CREEK DA -SO.MI = 0068 L -MI L = loll LCA -MIL: = C.47 SST -FT /MI = 1.2C URBAN Z = C.n7 CP 640 = 460.30 CT = 1.18 TP -MOUR = C.97 TPR -HOUR = 0.93 OPR- CFS /MI = 464.32 OPRI -CFS = 315.74 TR -HOUR = 0.2: IMPERV S = ;octC Z SAND = 500:2 INDEX POINT 7-------------------- ------------------------------ (4) Da%INAGE AREA OF STEWART CREEK OA -SO.MI = 4050 L -MIL= _ 4.62 LCA -MILE = 2.: SST -FT /MI = 16.43 URBAN Z = '000Q CP 643 = 460.00 CT = C.69 TP -HOUR = 1.36 TPR -HOUR = 1.36 OP *- C=3 /MI = 339.03 OPRI -CFS = 1525.63 TR -HOUR = C425 IMPERV Z X SAND = 1�•:u INDEX POINT 9-------------------- ------------------------------ (5) ELM FORK D.A. BETWEEN MIDWAY BRANCH AND STEWART CREEK OA -SO04I = 1.6 L -MILE = 2.74 LCA -!TILE = 1.36 SST -FT /MI 04F. URBAN Z = :.:: CP 640 = 4600.: CT = 1.27 TP -HOUR = 1.88 TPR -HOUR = I 0 CFS /MI = 247.62 9 P °1 -CFS = 4[60:9 TR -HOUR = C.25 IMPERV Z = :. ^[ Z SA NO INDEX 0 011T 12------------------ -------------------------------- (6) ORAIN4GE AF.EA OF MIDWAY BRANCH DA -SO.MI = 2.45 L -MIL= = 3.63 LCA -MIL_ = 1.08 SST -FT /MI = 19048 URBAN Z = 5.00 CP 64C = 46C.00 CT = !967 TP -HOUR = 1019 TPR -"OUR = 1019 CPR- CFS /MI = 385.15 OPRl -CFS = 943.62 TR -HOUR = 0025 IMPERV Z = 7.CC Z SA NO = 17.00 TABLE 4 TABLE -4 (CONT - D) NUDALLAS UNIT RTDROG RAP R DATA ELM FORK DOWNSTREAM OF LEWISVILLE LAKE EXISTING CONDITIONS NO£X POINT 17 Nw- N__N -NN 7) ELM FORK D.A. BETWEEN INDIAN CREEK AND MIDWAY BRANCH A -SO.MI A -SO.MI s 3.72 L -MILE z 4.20 LCA -MILE s 20.'6 ST -FT /MI = 9.52 URBAN Z = 06.00 CA 640 s = 46C.l0 T = G679 TP - HOUR s 1.52 TPR - HOUR s 1051 PR- C=S /MI = 344.83 OPP.1 -CFS = 1133.99 TR -HOUR s 0.25 !MPERV Z = �.GG Z SAND 3 15 -OG \/ 43EX '014 T 25 11 1 1- N- NNNNN_ N N - - -N NN- NDLX P OINT 17 Nw- N__N -NN N N N 8) DRAINAGE AREA OF INDIAN CP-rEK ABOVE FM544 4 -SO.MI = A -SO.MI A -SO.yI = 9089 L-MIL: = 7943 LCA -!MILE = 4.17 ST -FT /MI = 26.21 URBAN Z = L.CO CP 64 ^_ = 46C.l0 T = :.68 To -!TOUR - i.9C TPR -MOOR - 1082 Po- C=SiMI = 244.88 OPRI -CFS = 2421.85 TR -HOUR = 0025 MPERV Z = :.JC Z SAND s 5000 \/ 43EX '014 T 25 11 1 1- N- NNNNN_ N N - - -N NN- NJEX P l IN- 1 9) INDIAN CREEK D.A. BETWEEN ELM FORK CONF, AND FM 544 4 -SO.MI = A -SO.MI = 5.56 L -MIL: = 79t5 LCA -MILE ST -FT /MI = ST -FT /MI = 17.01 URBAN Z = G.00 CP 64 = 460.70 T = :.72 TP -HOUR = 1.87 TPR -HOUR s l PR- CFS /MI = 249.12 OPRI -CFS = 1385.12 TA-HOUR = G.25 MPERV Z = :.C: Z SA NO = 5.00 \/ 43EX '014 T 43EX POINT 23 ----------- -- --- 1111 --- N--__ -- _ �- N_ - --N -- 1L) =LM FORK D.A. BETWEEN IH35E AND INDIAN CR. 9041 L -MILE 4 -SO.MI = 1.2C L -MIL£ = 2.27 LCA -MILE = 0067 ST -FT /MI = 1.Z5 URBAN Z = Coco CP 640 = 467...7 T = 1.0 9 TP -HCUR = 10:1 TPR -'SOUR = 16;2 aR - CFS /MI = 446.90 OPRI -CFS = 536.68 TR -HOUR s L025 MPERV Z _ ::00c Z SAND \/ 43EX '014 T 25 11 1 1- N- NNNNN_ N N - - -N NN- 11) DRAINAGE: AREA OF DUDLEY BRANCH % -SO.MC = 4.C4 L -MIL! = 5.:2 LCA -MILE = s - .9: iT -FT /MI = 2508: URBAN Z = 2:.00 CP 640 = 4600ii r _ :.57 TP -HOUR - 1.27 TPR -HOUR 1.2° 3 R- CFS /MI = 360.27 OPR1 -CFS = 1455.48 TR -HOUR - CO25 4PERV Z = 2C.00 Z SAND s 5.jJ 40EX POINT L21 DRAINAGE % -SO.MI s iT -FT /MI r 'R- C =5 /MI s 1PERV Z s 28 AREA OF TIMBER CREEK ABOVE FM 1171 9041 L -MILE s 7.20 LCA -MILE = 3.29 13089 URBAN Z = S.00 CP 640 = 4600 1017 TP -HOUR s 3.01 TPR -HOUR = 2094 156.52 OPR1 -CFS = 1472.83 TR -HOUR a 0.25 5.00 Z SAND o 75069 TABLE A (CONT'D) NDDALLAS UNIT EYDROGRAPE DATA ELM YORK DOWNSTREAM OF LEWISVILLE LAKE EXISTING CONDITIONS INDEX POINT 32 ------- N_ - -- (141 TIMBER (13) TIMBER CREEK O.A. BETWEEN IN 35 E AND FM 1171 DA -SO.MI = DA -SO.MI DA -SO.MI = 11019 L -MILE = 9030 LCA -MILE = 4040 SST -FT /MI = 19080 URBAN Z = 3C.00 CP 640 = 46L.00 CT = C. ?5 TP -HOUR = 2.68 TPR -HOUR = 2.81 OPR- CFS /MI = 163.60 OPR1 -CFS = 183:.07 TR -HOUR = 6.2: IMPERV Z = 3C.00 S SAND = 7:000 INDEXPOINT 38----------------------------------- INDEX POINT 32 ------- N_ - -- (141 TIMBER CREEK D.A. BETWEEN ELM FORK CONF. AND IM 35 E DA -SO.MI = DA -SO.MI = 4057 L -MILE = 5.03 LCA -MILE = 3.44 SST -FT /MI = 5.84 URBAN Z = 3C.CG CP 640 = 46C.0C CT = 0097 TO-HOUR = 2.29 TPR -HOUR = 2.2: OPR- CrS /MI = 234.97 CPR!-CFS = 936.26 TR -HOUR = L.25 IMPERV S = 3:.C: Z SAND = S:.CO INDEXPOINT INDEX POINT 36 ---------- N____________________N_---........... CIS) :LM FORK D.A. BETWEEN CARROLLTON GAGE AND IN 35 - c DA -SO.MI = 4046 L -MILE = 5.29 LCA -MILE = 2096 SST -FT /MI = 408;. URBAN S = U" .00 CP 640 = 46:0:0 CT = 1.12 TD -HOUR. = 2.57 TPR -HOUR = 2.51 OPR- CFS /MI = 183.C5 OPRI -CFS = 82@.CR TR -HOUR = C.25 IMPERV Z = :.00 Z SAND = 41.C; INDEXPOINT 38----------------------------------- (1') DENTON CRE D.A. BETWEEN SH 121 AND GRAPEVINE DAM OA -SO.MI = 1:.GC L -MILE - 5.98 LCA -MILE = 2.3: SST -FT /MI = 2 URBAN S = 50:,C CP 64: = 4"o;Z CT = :09: TP -HOUR = 20:1 TPR -HOUR = 1098 OPo- C=S /MI = 232.52 0PRI -CFS = 2325.16 TR -H3UR = C.25 IMPERV Z = 50G: X SAND = 65.G0 INDEX 2 0INT 39 ---------- _ Y�- N__-- _Y_-- _-- «_--- «- __ - - « - -- CISI D=NTJN CREEK D.A. BETWEEN RIVER MILE 3.9C AND SH 121 OA -S0.41 = 11.4: L -MIL: = 11.47 LCA -MILE = 4.64 SST -FT /MI = 15.58 URBAN Z = 12.00 CP 643 = 460. :0 CT = :.93 TP -MOUR s 3.08 TPR -HOUR = 30:0 0 ?R- C %S /MI - 153.22 OQR1 -CFS = 174600 TR -HOUR = 0.25 IMPERV S = 1:.0: Z SAND = 4:.00 INDEX POINT 44-°------------- -- -- ------------------ ------------ (16) DR AI NAG E AREA AT FURNEAUX CREEK DA -SO.MI = 11.45 L -MILE = 9004 LCA -MILE = 5.12 SST -FT /MI = 17.55 URBAN S 3c.L0 CP 646 = 460.:0 CT s C.63 TP -HOUR = 1098 TPR -HOUR = 109: OPR- CFS /MI = 235.53 OPR1 -CFS s 2696.83 TR -HOUR = C.25 IMPERV S = 3C.00 S SAND = 4.80 TABLE 4 (COST ID) NUDALLAS OBIT HYDROGRAFH DATA ELM FORK DOWNSTREAM OF LEWISVILLE LAKE EXISTING CONDITIONS INDEX °DINT 47 - -- N NN -N -----N----N-N1---_-N «1N - -- (19) ELM FORK D.A. BETWEEN GRAPEVINE CK0 AND CARROLLTON GAGE = 4.48 DA -SO.MI = 5049 L -MILE = 3.03 LCA -MILE = 1034 SST -FT /MI = 11045 URBAN S = 20000. CP 640 = 4600t0 CT = C686 T? -HOUR = 1031 TPR -HOUR = 1031 OPR- CFS /MI = 35[.06 OPR3 -CF S = 1921049 TR -HOUR = 0025 IMPERV Z = 26.00 Z SAND = 6&000 t2 ELM F2RK D.A. BETWEEN INDEX *DINT 50---------NN-N-« CREEK CONF. (2'.) DRAINAGE AREA OF HUTTON BRANCH ABOVE IN 35 E LCA -MILE DA -SO.MI = 9.45 L -RILE = 6013 LCA -MIL£ = 3.22 SST -FT /MI = 33.7: URBAN Z = 30000 CP 640 = 460.:0 CT = :.52 TP -HOUR - 1.27 TPR -!TOUR = 1427 OPR- CFS /MI = 361.06 OPR2 -CFS = 3411099 TR -HOUR IMPERV Z = 3[.00 Z SAND = Soo; (25) D ?AINAGE AREA OF.,.FAPMERS INDEX *DINT 1211 DRAINAGE AREA OF GRAPEVINE CREEK ABOVE SOUTH FORK CONF. DA -SO.MI = 13.23 L -RILE = 9014 LCA -MILE = 4.48 SST -FT /MI = 15077 URBAN Z = 3t000 CP 646 - 460.00 CT = 0.73 T° -HOUR = 2.22 TPR -HOUR = 2.18 OoR- C=S /MI = 210067 OPR: -CFS = 2787.10 TR -HOUR = 0.2= IMPERV Z = 2L.00 Z SAM) = 25.C: 8:4035 OPPI -CFS INDEX POINT 57---------- --- - - - - - - -« «N-N---------- t2 ELM F2RK D.A. BETWEEN IH 35 E AND GRAPEVINE CREEK CONF. OA -SG.mI = 1.C2 L-MIL: = 2.87 LCA -MILE = 1.31 SST -FT /MI = 7.47 URBAN Z = C. =: CP 643 = 46,.20 CT = 1 046 TF -HCUP = 2.17 TPR -HOUR - 2.13 GPO- CcS /MI = 215.75 QPR1 -CFS = 22:.0;.7 TR -HOUR = 0.25 IMPERV Z = O.OL Z SAND = ::.ua INDEX 3 0INT 61---------- ------------- « ----- -- -- - - � - - - - - -- N - -- (25) D ?AINAGE AREA OF.,.FAPMERS BR- CARROLLTON LEVEE CELL B DA -SO.yI = 3.61 L -MIL: = 3.39 LCA -MILE = 1.a2 SST -FT /MI = 22.83 URBAN Z = 450 GO CP '640 = 460.00 CT = 0646 T* -HCUR = 0.84 TPR -HOUR = 0.35 O°R- C =S /MI = 334.23 GPR1 -CFS = 1928.59 TR -HOUR = 04:5 IM PE RV Z z 2S*CC Z SAND = 1:9;C INDEX*DINT 65----------------N-------------------------------- t23) DRAINAGE AREA OF COOKS BRANCH ABOVE ST. LOUIS - SAN FRANCISCO RAILRI DA -SO.MI = 2.28 L -MIL=_ = 3051 LCA -M ILE = 1.67 SST -FT /MI s 34.Y2 URBAN Z = 93.C: CP 6 = 460000 CT = 0031 TV-HOUR = 0953 TPR -HOUR = 0057 OPR C?S /MI z 8:4035 OPPI -CFS = 1833.92 TR -HOUR = 0025 IMPERV 2 2 46.00 Z SAND = So" TABLE '-4 (CONT'D) NUDALLAS UNIT HYDROCRAFH DATA ELM FORK DOWNSTREAK OF LEWISVILLE LAKE EXISTING CONDITIONS I NDEX *DINT 7e--- �r-- ..................... - --- ---- ---- --- - -- t231 DRAINAGE AREA OF IRVING FCD- SECT.III LEVEE(VALLET RANCH DEVELOPMENT DA -SO.MI = 3.22 L -MILE = 2.64 LCA -MILE s 1015 SST -FT /MI = 7098 URBAN Z s 60000 CP 640 0 460030 CT = C.47 TP -HOUR = f068 TPR -HOUR = 0.71 CPR - CFS /MI = 65C.49 OPR1 -CFS = 2094958 TR -HOUR = 0.25 IMPERV Z = 3:.OG 2 SA M) = 0600 INDEX POINT 75 ................ ....... ........... ...... -- ... C271 D RAINAGE AREA OF FARMERS BR CARROLLTON LEVEE CELL A DA -SO.MI = 1.66 L -MILE = 1097 LCA -MILE = 0084 SST -FT /MI = 11C.BB URBAN Z = 2C. CP 640 s 46C.J+ CT = C099 TP -HOUR = 1015 TPR -HOUR s 1016 OPA- C=5 1MI = 396.75 OPR1 -CFS = 658.60 TA-HOUR = 0.25 IMPERV Z = 15.0 Z SAND = 9G .00 INDEX POINT 78---------•--------------------- (29) ELM FORK O.A. BETWEEN MACKBERRY CREEK AND IH 635 OA -SO.MI = 2.85 L -MILE = 2.13 LCA -MILE = 1020 SST -FT /MI = 1.25 URBAN Z = 2C.00 CP 640 = 460000 CT = 1.15 TP -HOUR = 1.52 TPR -HOUR = 1.51 CPR- C=S /M1 = 304942 OPR1 -CFS = 867.60 TR -HOUR = 0025 IMPERV Z = 1G.06 Z SAND = 45.00 INDEXPOIN* 61-------------»---------------- -- (291 04AINAGE AREA OF FAPMERS BRANCH - DA -SO.MI = 11.25 L -MILE = 7.32 LCA -MILE = 4.78 SST -FT /MI = 26.23 URBAN Z = 70. C: CP 640 = 46C. CT = 0045 TP -HOUR = 103C TPR -HOUR = :.3: CDR- CFS /MI = 353.42 OPP1 -CFS = 3976.:1 TR -HOUR = 0.25 IMPERV Z = 3Z *0D Z SAND = 5.01 INDEX*DINT 64--------------•--------- (3:1 DRAINAGE AREA OF HACKRERRT CK. ABOVE COTTONWOOD CREEK CONF. OA -SO.MI = 14.56 L -MILT - 8.28 LCA -MILE = 5.15 SST -FT /MI = 13.2C UPBAN Z = 159:: CP 640 = 460.00 CT = 0.7C T9 -HOUR = 2.17 TPR -HOUR = 2013 OPF- CFS / = 215.64 CPR1 -CFS = 3139.65 TR -NOUR IMPERV Z = 1040C Z SAND INDEX POINT RS ....... ----------- ------ --- •_----- ---- '__- -_�_ -_ (311 DR AINAGE ARE OF CCTTONWOOD CK, ABOVE MACKBERRY CREEK CONF. DA -SC.MI = 4055 L -MILE = 6.25 LCA -MILE = 3.02 SST -FT /MI = ?1'.75 URBAN Z = 25.00 CP "D s 466.00 CT s 0.56 TP -HOUR = 1.35 TPR -HOUR = 1.35 CPR- CFS /MI s 339.00 OPRI -CFS = 1546.11 TR -HOUR a Co.2! IMPERV Z = 15.CC 2 SAND = 3000 TABLE .-4 (CONT'D) NUDALLAS UNIT HTDROGRAFH DATA ELM FORK DOWNSTREAM OF LEWISVILLE LAKE EXISTING CONDITIONS INOEX POINT 1C7----~------ ---- ~ -----------~-~----------~--- AND BRANCH (433 ELM FORK O.A. BETWEEN WEST FORK =ONF 4 BACHMAN s 2.37 OA -SO.MI = 5.07 L MILE = 9G.00 CP 640 s 460603 SST -FT /MI = 31.94 URBAN 2 = C.58 TP -MOUR = 1.13 TPR -HOUR _ 1.1 4 CT OPp- CFS /MI = 4:2.58 OPR1 -CFS = 2041.06 TR -MOUR - 0.25 IMPERV 2 = 40000 % SAND = 85.00 C Cil DISCHARGES AT SELECTED POINTS ON ELM FORK TRINITY RIVER EXISTING CONDITIONS DISCHARGES (CFS) FOR GIVEN FREQUENCY LOCATION 2 YEAR 5 YEAR 10 YEAR 25 YEAR 50 YEAR 100 YEAR SPS Elm Fork D. A. between Prairie Creek and 4400 6300 6300 6300 9000 21000 62000 Lewisville Dam Elm Fork below Confluence with Praire Creek 4400 6300 6300 6300 9000 21000 62000 Elm Fork below Confluence with Stewart Creek 4400 6369 8107 10089 11809 21000 62000 (S.H. 121) Elm Fork below Midway Branch Conflgf 4400 6300 6439 7622 9000 21000 62000 Elm Fork above Confluence with Inhan Creek 4400 6300 6485 8080 9480 21000 62000 Elm Fork below Confluence with Indian Creek 5805 10959 14379 17957 21089 24254 62000 Elm Fork above IN 35 E 4560 8891 12213 15664 18748 22342 62000 Elm Fork below Timber Creek Confluence 7523 15473 20935 26744 31746 37372 69026 (At IH 35 E Lover Crossing) Elm Fork below Confluence with Timber Creek 9714 21753 29070 37209 44670 52754 97485 Carrollton Gage 7519 17255 24447 32546 39936 48559 91188 Elm Fork below Hutton Branch Confluence 7308 15908 22407 29610 36540 44245 84290 Elm Fork below Grapevine Creek 9165 16043 22281 29434 36504 44646 86181 Elm Fork below Cooke Branch Confluence 8555 15695 22083 29594 36714 44930 86504 Elm Fork below Cell A Sluice Outlet 8303 15435 22137 29753 37089 45297 86660 Elm Fork below Farmers Branch Confluence 8394 15293 21951 29552 36906 45208 87392 T Elm Fork below Hackberry Creek Confluence 8633 15552 21646 29753 37280 46116 93799 Elm Fork below Joe* Creek Confluence 7053 13984 19787 27146 34558 43583 90309 Elm Fork below Bachman Branch Confluence 7007 13799 19492 27186 34987 44522 93890 Elm Fork at West Fork Confluence 6933 13437 18961 26631 34537 44186 92971 E A - 31 CORPS Of ENGINEERS I I I I I I I I I 01SCNMRES - WS REACH IOO�TEA4 SP7 116-20. SIMI 4&000 4200 906-70 - 065+60 0409 91709 865.60 - lowto 4600 91200 1 1. IoW4O 10" 1010.60 - 1111.00 77 69000 1111.00 1272.60 24700 62000 1272.60 - IZSS-10 21000•• 62004&• II 1266470 - 1410.00 11500••' 270001•• 8686 .ocaq .. nw�ll fau .e MINOR - 14&5+70 !1000•• 62000•• 1005.70 - 1109.00 17500 12600 149+00 - 1672+90 1700 12100 1 � .crm I j •• LMlsrlll• take spillway Discharges ••• Split Flow D1scarges 1 I I i 0 IN M.M /r...sfl M 'I", —, 6- � I NrIN I Me W. I[I M.! r6- I r6- I I rr• I w.' ad 1 I I I it I I I r r a iNN. ANN. O..N IrN• rlN. IIN. .ON• •rIN N.N .INI NN• '.NO 'fl I ftN. fu•• �rrfN ANN. ..16-. �.. N. �JrlM SINN �NM N.N1 •IrNe .fNN �f1lN �1e0.e .�rlN �.NN �fIN. ��Nl. . f OIST.NCE IN FEET L e V a s 0 e V a ;l FIGURE 5 1 _Qi_ +.io on _a6 sa 813 _....., _.. _... NDM 479 _ _...' 469 - 459 _. ......'..... 448 -.... .. ;..... ...... ........ 438 _.......... _ .. .... 42@ la99 2888 3698 4da8 58@9 AN 7888 8988 9 9@9 163988 11988 12688 S,ac;on C oss -3em on !@6088 49@ -,, ... .......... ... . . .. . . i8@ _ . .. :. ..........'... CORPS 4�a _ 466 459 - .. . . 448 - X38 _.... 42I M NO@ AN 4999 5@90 A08 7@w •,888 98b9 18@98 11@09 14609 S'a'..ion FIGURE 5 COMPARISON OF HYDRAULIC MODELS FLOOD INSURANCE STUDY NATHAN D MAIER FILE:820ELMFB FILE:ELMFINEX SECNO Q CWSEL SECNO q 89050 44650 443.2 89050 44650 90000 44350 443.41 90000 44350 90880 44350 443.61 90880 44350 92090 44350 443.91 92090 44350 92300 44350 443.98 92300 44350 93620 44350 444.69 93620 44350 93670 44350 444.83 93670 44350 93730 44350 444.88 93730 44350 93760 44350 445.04 93760 44350 93810 44350 445.22 93810 44350 97570 44350 445.98 97570 44350 98450 44350 446.19 98450 44350 98650 44350 99280 44350 446.54 99280 44350 100040 44350 446.83 100040 44350 103060 44350 448.11 104600 44350 105530 37000 106080 44350 450.57 106080 37000 110580 34500 MEL 443.2 443.43 443.69 444.03 444.1 444.9 445.01 445.08 445.22 445.36 446.1 446.28 446.34 446.5 446.76 447.85 448.32 448.61 450.5 CORPS RECON4 STI FILE:ELMFORK SECNO Q 89050 48600 90000 48608 90880 48600 92090 48600 92300 48600 93620 48600 93670 48600 93730 48600 93760 48600 93810 48600 97570 48600 98450 48600 99280 48600 100040 48600 103060 52800 106080 37400 110580 37400 JOY REVISED RECON4 MODEL FILE:ELMREVI CWSEL 442.35 89050 48600 442.38 442.81 90000 48600 442.84 443.65 90880 48600 443.67 444.13 92090 48600 444.14 444.21 92300 48600 444.22 445.01 93620 48600 445.02 445.13 93670 48600 445.14 445.21 93730 48600 445.22 445.36 93760 48600 445.36 445.51 93810 48600 445.52 446.31 97570 48600 446.31 446.5 98450 48600 446.5 98650 48600 446.56 446.77 99280 48600 446.74 447.06 100040 48600 447.01 448.45 104600 48600 448.11 105530 52800 448.69 451.09 106080 37400 449.08 452.38 110580 37400 450.74 TABLE 6 1 1 001 F Kimley- Kimley-Hom and Associates, Inc. ENGINEERS • PLANNERS • SURVEYORS 12660 Coit Road, Suite 200 Dallas, Texas 75251 214 386 -7007 Facsimile 214 239 -3820 October 10, 1990 Mr. Matthew Miller, P.E. Risk Studies Division Federal Insurance Administration Federal Emergency Management Agency 500 C Street, SW Washington, D.C. 20472 Re: Coppell Revised Flood Insurance Study, Case No. 6 -89 -236 and 6 -90 -152 Dear Mr. Miller: This letter is in regard to comments received on September 18, 1990 (letter attached) about the city -wide flood study of Grapevine Creek, Denton Creek, Cottonwood Creek and the Elm Fork of the Trinity River which we completed for the City of Coppell. The only concerns expressed centered on the Trinity River analysis. As we discussed in our previous report to FEMA, the city -wide study was based on available information only. This is particularly true of the Trinity River since an analysis of the Trinity would require information from a number of cities such as Irving, Carrollton, Dallas, and others. Since an analysis of the Trinity was completed by the Corps of Engineers as part of their ongoing Regional Environmental Impact Study (REIS) and the Corps presented this model as the best available data representing existing conditions, this model was included in the city -wide study of Coppell floodplains without modification. You have now expressed concern that the Trinity River model developed by the Corps needs additional work. Specifically, you have requested that five items be considered in this model. The purpose of this letter is to inform you that we are in the process of completing these five FEMA requirements. The tasks shown below identify these items as they are to be completed. Task 1 Modification of the hydraulic model at Royal Lane The proposed Royal Lane bridge over the Elm Fork of the Trinity being designed by the State Department of Highways and Public Transportation (SDHPT) was included in the Corps REIS model. We checked with SDHPT and discovered that the bridge is not yet under construction. We will modify the Corps model by removing the proposed new Royal Lane bridge model and adding the Royal Lane bridge as shown in the previous FEMA study. Task 2 Modification of the hydraulic model at Beltline Road The Beltline Road bridge over the Trinity has been designed and is under construction. However, the bridge is not complete at this time. Since the new bridge was included in the model by the Corps we will modify it to remove the new Beltline Road design and include the previous FEMA information at the Beltline Road bridge location. Anaheim Charlotte • Dallas • Fort Lauderdale • Fort Myers • NaMville • Orlando • Phoenix Raleigh San Diego • Stuart • Tampa • Vero Beach • Virginia Beech • West Palm Beach B u i l d i n g o I, e n t r e I a t i o n a h i p a s i n C e 1 9 6 7 c10,9UCwFEMAItr%92 Mr. Matthew Miller, P.E. - 2 - October 10, 1990 T 3 Nathan D Maier Consulting Engineers Coordination and Model M odification Nathan D. Maier Consulting Engineers has completed modifications to the Trinity model. These modifications changed the Corps Trinity River model. We will coordinate with Nathan Maier Engineers to include these changes. Task 4 Coros of Engineers Coordination Since the basic model was developed by the Corps, we will coordinate any changes to the model with the Corps. We will also obtain documentation of the Corps basic information used to develop the discharges shown in the model. We will meet with the Corps and obtain the requested information before beginning the model revision. After completion of the model revisions, we will again meet with the Corps to present the results. Tack S HRWS Floodwav changes Floodway changes presented by Nathan D. Maier Consulting Engineers for the HRWS tract will be coordinated in development of the final floodway model. Task 6. Reports Four reports will be completed to be sent to FEMA Headquarters, Corps of Engineers, Nathan D. Maier Consulting Engineers, and the City of Coppell. This report will include necessary maps and computer information to support the results shown in the report. According to your letter of September 18, 1990, we have 45 days to complete and submit the information addressed above. Our calculations put that deadline at November 2, 1990. Unless we are held up by unforeseen delays, such as problems with agency coordination, or other matters beyond our control, the City of Coppell will transmit the report to you by this date. Please let us know if other data is required, or if we need to provide additional clarification. We understand the importance of producing a map revision as quickly as possible. However, we are also concerned that this critical information reflect the best possible results. We ask your cooperation. Sincerely, KIMLEY HORN AND ASSOCIATES W Ronald � WMO P.E. Senior Hydrologist per' Attachment cc: Ms. Shohre Daneshmand Mr. Jim Graham Mr. Paul Rodman Mr. Ron Turner Mr. Frank Pragano C1690gCopFEMA .1tr%92 o e ro n Federal Emergency Management Agency = C E ,; C Washington, D.C. 20472 SEP ' Su 8 1990 (imley Hone & Oedea, Texas The Honorable Mark Wolfe Mayor of the City of Coppell P.O. Box 478 Coppell, Texas 75019 Dear Mayor uolfe: Case No.: 6 -89 -236 and 6 -90 -152 Community: City of Coppell, Dallas and Denton Counties, Texas Community No.: 480170 This is in further reference to the ongoing revision to the Flood Insurance Study (FIS) and Flood Insurance Rate Map (FIRM) for the City of Coppell currently being processed by the Federal Emergency Management Agency (FEMA). What follows is a detailed history of this revision and several concerns with the data most recently submitted to FEMA by your community. These concerns must be addressed before our processing of this revision can be continued. In October 1986, the Fort Worth District of the U.S. Army Corps of Engineers (COE) submitted a comprehensive HEC -2 hydraulic backwater model for the Elm Fork of the Trinity River representing the 10 -, 50 -, 100 -, and 500 -year floods and floodway to FEMA for use in preparing the FIS for the City of Lewisville. This model has also been used in preparing revised FISs and FIRMS for several communities along the Elm Fork of the Trinity River. On September 22, 1988, FEMA issued a preliminary FIS and FIRM for the City of Coppell that reflected the results of the 1986 Fort Worth COE HEC -2 model for the Elm Fork of the Trinity River. However, in a January 12, 1989 letter, Mr. Russell R. Doyle, P.E., City Engineer and Floodplain Administrator for the City of Coppell, asked FEMA to revise the aforementioned September 22, 1988 preliminary FIS and FIRM to include updated corporate limits information and the results of a comprehensive restudy of flood hazards of all the community's streams prepared by Kimley -Horn and Associates, Inc. (KHA). The KHA restudy, which was contained in an untitled technical report dated January 5, 1989, included the 1986 Fort Worth COE HEC -2 model for the Elm Fork of the Trinity River. With a September 11, 1989 letter, Mr. Doyle forwarded a revised technical report, dated September 10, 1989, also prepared by nLk. These revised data were submitted in response to our July 3, 1989 letter regarding the KHA restudy. The September 10, 1989 KRA report also included the 1986 Fort Worth COE HEC -2 model for the Elm Fork of the Trinity River. With a May 4, 1990 letter, Ms. M. Shohre Daneshmand, Acting Coppell City Engineer, submitted a revised restudy prepared by KHA in response to review concerns expressed in our March 30, 1990 letter regarding this revision. However, this updated restudy did not contain the 1986 Fort Worth COE HEC -2 model for the Elm Fork of the Trinity River. Rather, the KHA restudy contained a Fort Worth COE reconnaissance HEC -2 model for the Elm Fork of the Trinity River. This model had not been previously submitted to FEMA for use 2 in preparing a FIS. Therefore, a thorough review of this model was required. our investigation revealed that the COE reconnaissance HEC -2 model was apparently prepared by incorporating several changes into the 1986 Fort Worch COE HEC -2 model. These changes included the following: the addition of the Royal Lane bridge near cross section 59170; the reconstruction of the Belt Line Road bridge near cross section 89700; and the use of slightly different discharges than those used in the 1986 Fort Worth COE HEC -2 model, apparently based on a revised hydrologic analysis. With a July 3, 1990 letter, Ms. Daneshmand submitted a request on behalf of Nathan D. Maier Consulting Engineers, Inc. (NDM) for a revision to the Elm Fork of the Trinity River floodway for the HRWS Tract located just upstream of the St. Louis and Southwestern Railroad in the City of Coppell. In support of this request, NDM submitted HEC -2 models for the Elm Fork of the Trinity River representing existing conditions. These models were taken from a 1987 COE report entitled Final Regional Environmental Imvact Statement for the Trinicy River and its Maior Tributaries This model utilized different discharges than those used in either the 1986 Fort Worth COE HEC -2 model or the Fort Worth COE reconnaissance model for the Elm Fork of the Trinity River. On July 24, 1990, FEMA issued a conditional Lector of Map Revision (LOMB) co the City of Carrollton, Dallas County, Texas, for a proposed ring levee construction and swale excavation along the Elm Fork of the Trinity River. The existing conditions HEC -2 model for this project, which was also prepared by NDM, is the most up -to -date model and best reflects current conditions for the Elm Fork of the Trinity River in the vicinity of the Cities of Carrollton and Coppell. Specifically, NDM made the following changes to the 1986 Fort Worth COE HEC -2 model to better represent existing conditions. Summary of Changes made by NDM to 1986 Fort Worth COE HEC -2 Gross Sections Model for Elm Fork of the Trinity River 98450 and 99280 New field - surveyed channel sections by NDM 103060 Moved 1,540 feet upstream to cross section 104600 105530 New cross section by NDM 106080 Cross section reversed to correct error in 1986 Fort Worth COE model Considering the complex history of this case, we feel that the following steps must be taken to ensure that the Elm Fork of the Trinity River HEC -2 model contains the most accurate information available before it is incorporated into the FIS and FIRM for the City of Coppell. 1. If the Royal Lane bridge has been completed, as shown in the Fort Worth COE reconnaissance HEC -2 model, then this structure should be reflected in the revised HEC -2 models for the Elm Fork of the r 3 Trinity River and "as- built" plans certified by a registered professional engineer must be submitted. If the structure is noc completed, it should not be reflected in the revised HEC -2 models. 2. If the 3eltline Road bridge has been reconstructed, as shown in the Fort Worth COE reconnaissance HEC -2 model, then this structure should be reflected in the revised HEC -2 models for the Elm Fork of the Trinity River and "as- built" plans certified by a registered professional engineer must be submitted. If the structure has not been reconstructed, it should not be reflected in the revised HEC -2 models. 3. The changes to the cross - sectional data included in the NDM existing conditions HEC -2 model, submitted in support of the July 24, 1990 conditional LOMR and discussed previously, must be incorporated into the revised HEC -2 models. 4. Since the discharges for the Elm Fork of the Trinity River used in the 1986 Fort Worth COE HEC -2 model, the Fort Worth COE reconnaissance HEC -2 model, and the Fort Worth COE Environmental Impact Statement HEC -2 model are all different, the Fort Worth COE must be contacted to determine which hydrologic analysis is to be used for FIS purposes. The discharges from the appropriate analysis should be incorporated into the final HEC -2 models. A written statement from the Fort `.forth COE concerning the appropriate hydrologic analysis to be used for FIS purposes must also be submitted. 5. The City of Coppell should coordinate with KRA and NDM to determine a single floodway configuration of the Elm Fork of the Trinity River in the area of the HRWS tract just upstream of the St. Louis and Southwestern Railroad. Our processing of the KHA restudy and the NDM Elm Fork of the Trinity River floodway revision for the HRWS tract will be inactive pending receipt of the revised HEC -2 models for the Elm Fork of the Trinity River and the statement from the Fort Worth COE described previously. Please submit these items directly to our technical evaluation contractor, Dewberry & Davis, 8401 Arlington Boulevard, Fairfax, Virginia 22031, to the attention of Mr. Joseph Chapman, Management Engineering and Technical Services Division. As stated in our Aarch 30, 1990 letter, we are very concerned that the September 22, 1988 preliminary FIRM has not yet been revised or finalized, especially since it reflects areas of increased flood hazards over the effective February 15, 1984 FIRM. Therefore, if you do not respond to our P 4 concerns within 45 days, we will issue a letter of final determination and publish the September 22, 1988 preliminary in its final effective form. However, please note that if the data are submitted after 45 days, then we will prepare another physical map revision to incorporate the KHA analyses. Should you have any questions regarding this matter. please do not hesitate to contact the Chief, Natural and Technological Hazards Division of the Federal Emergency Management Agency in Denton. Texas, at (817) 898 -9127 or Matthew B. Miller of our Headquarters staff in Washington, D.C., at (202) 646 -3461. Sincerely, t Matticks isk Studies Division Insurance Administration cc: Ms. M. Shchre Daneshmand Mr. Ronald W. Morrison, P. E. Mr. Ery A. Meyer, Nathan D. Maier Consulting Engineers, Inc. Mr. James C. Graham, P.E., Chief, F.P.M.S., U.S. Army Corps of Engineers, Fort Worth District 2 1 ElffISMD PAGE I 16 OCT 1990 - 11:40:14 - - - - -- _ LEWISVILLE FLOOD INSURANCE STUDY +ELM FORK TRINITY RIVER FROM LEWISVILLE DAM TO MOUTH *DEC 1986 (1986 CONDITIONS) HENDERSINI & PILNEY + UPTR+ELPFISMD + REVISED COMBINING POINTS ON ELM FORK AT DUDLEY AND DENTON CR. + REVISED STORAGE - DISCHARGE DATA AS OF FEB 10, 1989 + REVISED MODEL ON FEB. 14, 1989 DATA ROUTE PRINTOUT 833333383 COMBINE PRINTOUT 833333383 LOCAL PRINTOUT e37333383 YEAR RAINFALL 1.2 1.56 1.8 1.97 2.4 2.82 3.21 2 YEAR RAINFALL 1.53 1.86 2.25 2.49 2.95 3.44 4.00 5 YEAR RAINFALL 1.99 2.50 3.01 3.28 3.93 4.68 5.39 10 YEAR RAINFALL 2.31 2.89 3.54 3.88 4.66 5.53 6.42 n YEAR RAINFALL 2.68 3.38 4.19 4.56 5.50 6.49 7.56 50 YEAR RAINFALL 3.23 3.83 4.68 5.15 6.20 7.38 8.56 100 YEAR RAINFALL 3.37 4.30 5.20 5.70 6.91 8.31 9.55 508 YEAR RAINFALL 3.98 5.45 6.35 6.75 8.55 11.05 12.25 HYDRO -35 RAINFALL 1.05 1.87 1.87 3.90 SPF RAINFALL 14.97 UH6 DATA PERCENT SAND IMPERVIOUSNESS NO PRINTOUT (1) ELM FORK D. A. BETWEEN PRAIRIE CREEK AND LEWISVILIE DAM 1.27 1.02 .50 15.79 5 20 5 DISPLAY POINT (2) DRAINAGE AREA OF PRAIRIE CREED( 6.55 6.98 4.89 21.61 35 60 20 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW CONF. WITH PRAIRIE CREEL( NO PRINTOUT t3) ELM FORK D. A. BETWEEN STEWART CREEK AND PRAIRIE CREEK 0.68 1.11 0.47 1.20 0 50 0 COMBINE ELMFISMD PAGE 2 16 OCT 1990 - 11:40:14 + HEC2 INDEX 180 TITLED ROUTE -ROUTE FROM ELM FORK AT PRAIRIE CREEK TO STEWART CREEK COIF. 000151 428.400 0.008 0.088 CORPS NUDALLAS COMPUTER ANALYSIS 5 .49. '00 2000.x00 187.`30 456.6x0 5000.000 347.700 +60.500 10000.000 538.800 462.900 20000.000 1007.300 +63.900 INN. ON 1343.800 464.500 40N. ON 1643.500 +64.800 5". ON 1944.008 464.800 6NN. x00 2385.900 464.500 70M. ON 2666.108 463.808 88800.000 3131.980 464.900 98800.000 3577.688 465.700 108000.000 4835.500 &66. ON 118088.088 4532.188 4) DRAINAGE AREA OF STEWART CREEK 4.50 4.62 2.01 16.43 0 IB 8 DRINTOUT TITLED CONFLUENCE ELM FORK BELOW COIF. WITH STEWART CREEK (S.H. 121) NO PRINTOUT 15) ELM FORK D.A. ?ETWEEN MIDWAY BRANCH AND STEWART CREEK 1.64 2.74 1.36 0.48 0 10 0 COMBINE * HEC2 INDEX 110 TITLED ROUTE ROUTE FROM ELM FORK AT STEWART CREEK TO MIDWAY 9R, CONF. 000151 429.500 0. NO 0.088 443.200 1000.000 319.208 446. NO 2800. ON 461. x08 450. ON 5008.x00 865.908 452.600 INN-ON 2678.288 454.600 ZOON. ON 4328.988 456. ON 30808.000 5648.608 457.100 40080.008 6777.488 458.080 50888.008 7880. IN 458.808 60088.080 8794.100 .459.600 7100. ON 9749. IN 468.200 8M. ON 18641.688 468.988 98880. NO 11510.700 461.588 108808.088 12331.488 462.100 118888.808 13128.888 (6) DRAINAGE AREA OF MIDWAY BOO 2.45 3.63 1.88 19.48 5 17 8 PRINTOUT 1 ELMFISMD PAGE 3 16 OCT 1990 - 11:48:14 TITLED CONFLUENCE ELM FORK BELOW MIDWAY BRANCH CONF. NO PRINTOUT (7) ELM FORK D.A. BETWEEN INDIAN CREEK AND MIDWAY BRANCH 3.72 4.20 2.06 9.52 0 15 0 COMBINE * HEM INDEX 120 TITLED ROUTE ROUTE FROM ELM FORK AT MIDWAY BRAK)l TO INDIAN CREEK COIF. 008151 426.500 0.088 3.088 442.300 1308. ON 359.208 445. ON 2888. NO 547.708 448.300 5000. NO 958.588 450.100 'NN- ON 1613.208 451. NO NON. ON 2679.9N 453.100 30000.000 3435.799 5 - 54.:700 4m. On +031.640 454.400 500010. aN 4538.800 455.500 60m. NO 4990.200 456.208 78000.000 5409.800 456.800 80000.000 5788.300 457.500 90000.000 6162.500 458. IN 100000.000 M. an 458.700 !10000.000 6874.100 DISPLAY POINT (8) DRAINAGE AREA OF INDIAN CREEK ABOVE FM544 9.89 7.43 4.17 26.21 0 5 8 (9) INDIAN CREEK D.A. BETWEEN ELM FORK COIF. AND FM 544 5.56 7.05 3.38 17.01 050 TITLED COMBINE COMBINED SUB -AREAS 8 S 9 DATA ROUTE PRINTOUT 933333383 TITLED ROUTE ROUTE FROM INDIAN CREEK AT rM 544 TO RIVER MILE 1.4 000158 441.00 0 0.0 445.30 200 44.1 4e6.50 400 75.4 447.40 600 106.2 049.00 1800 165.8 451.70 2000 332.7 452.50 3000 496.5 ,, 51:0 4000 666.9 453.80 5000 1037.8 ±54.30 8000 1358.5 -54.50 10000 1629.8 454.80 13000 1995.5 EL FISMD D OSE 16 OCT 1990 - 11:40:14 - 455.10 16000 2158.8 455.40 20000 2868.7 456.10 330000 3824.8 DISPLAY POINT TITLED ROUTE ROUTE FROM INDIAN CK. AT R.M. 1.4 TO ELM FK. CONFLUENCE a 0091 000 0 100 7 0 500 28 0 1088 55 0 3000 165 0 6000 330 a 12000 660 0 20000 1200 a 40080 2400 DISPLAY POINT DATA ROUTE PRINTOUT 833333383 COMBINE PRINTOUT 833333383 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW CONFLUENCE WITH INDIAN CREEK NO PRINTOUT DATA ROUTE PRINTOUT 833333383 5 1.20 !.s7 0.60 1.05 0 30 0 COMBINE (11) DRAINAGE AREA OF DUDLEY BRANCH 4.04 5.02 2.95 25.80 20 5 28 TITLED COMBINE COMBINED DUDLEY BR. AND ELM FORK BELOW INDIAN CR. • HEC2 INDEX 130 TITLED ROUTE ROUTE FROM ELM FORK AT INDIAN CREEK TO IH35E 000151 426.400 o. m a.008 442.100 1000.008 352.600 444.700 2080.080 478.900 447.700 5008.800 944.400 449.100 10800.888 1734.900 450.680 MN. 808 2951.500 451.600 30088.000 3960.600 452.488 48000.000 4766.500 453.100 50880.000 5461.500 453.708 60000.008 6092.600 ELMFISMD PACE 5 16 OCT I990 11:40:14 454.280 70800.000 6671.500 454.800 80000.000 7218.408 455.200 90 0.000 7787.400 455.800 1000ND.000 8346.500 456.320 110800.000 3922.108 DISPLAY POINT '12) '_RAINAGE AREA OF TIMBER CREEK ABOVE FM 1171 9.41 7.20 3.29 13.89 5 75 5 U3) TIMBER CREEK D.A. BETWEEN IH 35 E AND FM 1171 :1.19 9.30 4.40 19.80 30 78 38 TITLED CORIPE 30MBINED SUBAREAS 12 S 13 DATA SATE PRINTOUT 833333383 TITLED ROUTE ROUTE FROM TIMBER CREEK AT 1171 TO IH 35 E (UPPER CROSSING) 000159 446.90 0 8.0 450.78 200 84.9 452.40 588 159.7 453.58 1800 260.3 454.58 2808 468.5 455.00 3880 659.6 455.50 5800 1023.3 455.90 7000 1414.6 456.40 10888 1982.3 456.70 13000 2544.0 457.00 16000 3888.6 457.40 20008 3726.5 457.80 25000 4541.2 458.10 30800 5420.3 458.90 40808 7043.3 DISPLAY POINT DATA ROUTE PRINTOUT 833333383 (14) TIMBER CREEK D.A. BETWEEN ELI( FORK CONE. AND IH 35 E 4.57 5.03 3.44 5.84 30 58 38 TITLED COMBINE CHINE TIMBER CREEK AT IH 35 E (UPPER CROSSING) 40 AREA 14 _..LED ?OUTE ROUTE FROM TIMBER CREEK AT '.H35E 'LPPER CROSSING) TO IH35E -CW'ER CROSS d'd 0 131 48.9 100 297 449.5 500 413 449.9 1000 508 456.7 2000 714 451.7 4000 841 1 ELMFISMD PIKE 6 16 OCT 19% - 11:40:14 - 452.4 6008 940 453.1 8088 1645 453.7 10088 1145 455.3 15080 1368 457.3 2 M 1568 -60.3 30000 1955 464.4 4 &100 2412 DISPLAY POINT DATA COMBINE PRINTOUT 833333383 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW TIMBER CR. CAL AT IH 35 E LOUR CROSSING) DATA COMBINE PRINTOUT 833333383 NO PRINTOUT !151 ELM FORK D.A. BETWEEN CARROLLTON SAGE AND IH 35 E 4.48 5.29 2.96 4.80 0 40 0 CMINE 117) DENTON CREEK D.A. BETWEEN SH 121 AND GRAPEVINE DAM 10.00 5.98 2.38 27.46 5+65 5 '18) DEMON CREEK D.A. BETWEEN RIVER MILE 3.90 AND SH 121 11.40 11.47 4.64 15.58 10 40 10 TITLED COMBINE COMBINED SUBAREAS 17 d 18 DATA ROUTE PRINTOUT 833333383 TITLED ROUTE ROUTE FROM DENTON CREEK AT SH 121 TO RIVER MILE 3.90 008188 429.1 0 0.8 435.8 1000 170.2 440.6 3008 371.0 444.6 5000 729.2 449.8 10808 2194.4 450.0 15880 3185.7 458.6 20808 4617.2 451.8 25000 4730.3 451.3 3M 5367.9 452.5 50008 7505.6 *NO ROUTIN6 DATA AVAILABLE FROM DEMON CK. AT FM 3.90 TO ELM FORK CONE. *THE ROUTING REACH IS ASSUMED TO BE IN THE COMMON FLOODPLAIN OF THE ELM FOR DATA ROUTE PRINTOUT a 3 3 3 3 3 3 B3 COMBINE = 91NTOUT 833333383 i ELMFISMD ?AGE 16 OCT 1990 - 11:40:14 - - - - -- .95. 1 , 0 .J00.900 !26.c00 449.700 2000.000 187.500 456.6N 5000.800 347.7N 460.5m 100.000 538.800 _ y62.900 20m. ON 1007.300 461900 70088.008 1343.800 464.500 4000.000 16415N +64.800 50000.000 1944.000 464.808 60000.m 2 5.9m 464.500 7080.00 2666.108 463.80 98088.00 3131.900 464.90 90000.000 3577.600 465.700 100000.000 4835.588 466. ON 11080.00 4532100 4) DRAINAGE AREA OF STEWART CREEK 4.50 4.62 2.01 16.43 0 10 8 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW CONE. WITH STEWART CREEK iS.H. 121) NO PRINTOUT (5) ELM FORK D. A. BETWEEN MIDWAY BRANCH MD) STEWART CREED( 1.64 2.74 1.36 0.48 0 10 0 CMINE t HEC2 INDEX 110 TITLED ROUTE ROUTE FROM ELM FORK AT STEWART CREEK TO MIDWAY BR. CONF. 000151 429.500 x.088 0.000 443.200 ;000.088 319.200 446.080 200.00 461.088 450.00 500.008 865.980 452.600 19000.000 2678.208 454.600 20m. NO 4328.908 - 456.000 3M. ON 4640.600 457.100 40000.000 6777.400 458. M 5M. ON 7800.100 458.800 60080.000 8794.188 459.608 70008.008 9749.188 468.200 88080.808 10641.60 468.900 98008.808 11518.780 461.500 100088.888 12331.408 462.100 110888.888 1312& 888 (6) DRAINAGE AREA OF MIDWAY BRAM01 2.45 3.63 1.88 19.48 5 17 0 PRINTOUT 1 ELMFISMD PAGE 3 16 OCT 1990 - 11:40:14 TITLED CONFLUENCE ELM FORK BELOW MIDWAY BRANCH COIF. NO PRINTOUT (7) ELM FORK D.A. BETWEEN INDIAN CREEK AND MIDWAY BRMWCH 3.72 4.20 2.06 9.52 0 15 0 COMINE + HEC2 INDEX 120 TITLED ROUTE ROUTE FROM ELM FORK AT MIDWAY BRANCH TO INDIAN CREEK CDf. 000151 426.508 0.000 0.888 442.30 :000.088 359.200 445.000 2008.000 547.780 448.30 _`000.000 958.500 450.100 INN. 088 1613.206 451.900 20000.00 2679.988 "53.100 TOM. NO 3435.700 5 -171LED ROUTE ROUTE FROM TIMBER CREEP, AT :H35E (UPPER CROSSING) -C 1H.35E � -C ROSSING) 400131 448.2 e 0 448.9 100 297 449.5 500 413 449.9 IM 508 450.7 2000 714 451.7 4000 841 1 ELMFISMD DAM 6 16 OCT 1990 - 11:40:14 -- - 452.4 6080 940 453.1 8000 1045 453.7 10000 1145 455.3 15000 1368 457.0 20080 1568 460.3 30000 1955 464.4 40000 2412 DISPLAY POINT DATA COMBINE PRINTOUT 833333383 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW TIMBER CR. COWL AT IH 35 E LOWER CROSSING) DATA COMBINE PRINTOUT 833333383 NO PRINTOUT 115) ELM FORK D.A. BETWEEN CARROLLTON GAGE AND :H 35 E 4.48 5.29 2.96 4.80 0 40 0 COMBINE 111) DENTON CREEK D.A. BETWEEN SH 121 AND GRAPEVINE DAM 10.00 5.98 2.30 27.46 5 65 5 !181 DENTON CREEK D.R. BETWEEN RIVER MILE 3.90 AND SH 121 11.40 11.47 4.64 15.58 16 40 10 TITLED COMBINE COMBINED SUBAREAS 17 d 18 DATA ROUTE PRINTOUT 833333383 TITLED ROUTE ROUTE FROM DENTON CREEK AT SH 121 TO RIVER MILE 3.96 000108 429.1 0 0.0 435.8 1000 170.2 440.6 3000 371.0 444.0 5000 729.2 449.0 10000 2194.4 450.0 15008 3185.7 450.6 20000 4017.2 451.0 25080 4730.3 451.3 38000 5367.9 452.5 50000 7505.6 *NO ROUTING DATA AVAILABLE FROM DENTON CK. AT FM 3.90 TO ELM FORK CONE. *THE ROUTING REACH IS ASSUMED TO BE IN THE CDpOM FLOODPLAIN IE THE ELM FOR DATA ROUTE PRINTOUT 833333383 COMBINE PRINTOUT 833333383 1 ELMFISMD PAGE 7 16 OCT 19% - 11:40:14 -- 5 RINT CUT ru,e iTLED ANFL COMBINED DENTON CR. AND ELM FORK BELOW TIMBER CR. DATA COMBINE PRINTOUT 833333383 NO PRINTOUT ♦ HEC2 INDEX 140 TITLED ROUTE ROUTE FROM ELM FORK AT IH 35 E TO FURNERUX CREEL( COW. 000151 428.380 0.000 0.000 436.000 1000.000 169.308 437.408 2000.000 314.708 440.706 5800.000 806.700 442.888 10000.080 1727.100 444.400 20000.000 2950.500 445.500 '38000.000 3989.100 446.300 40000.008 4741.100 447.100 50000.0& 5493.900 447.700 60080.000 6190.5N 448.400 700.000 6857.000 449.000 80000.000 7518.100 449.908 90000.008 8263.100 451.000 180080. M 9203.508 452.3w 110000.000 10296. in '16) DRAINAGE AREA AT F11RNEAUX CREEK 11.45 3.24 5.12 17.5530 4 30 I 1 ED COMBI* ELM FORK BELOW CONE. WITH FURNEAUX CREEK DATA ROUTE PRINTOUT ` 833333383 } HEC2 INDEX 150 TITLED ROUTE ROM FROM ELM FORK AT FURNEAUX CK. TO CARROLLTON GAGE 000151 414.500 0.000 0.000 435.700 1000.080 232.088 436.700 2800.008 268.400 438.90 5080.000 468. B00 440.500 10080.808 937.288 442.200 20080.008 1915.900 443.808 30000.800 2881.100 444.780 40000.008 3603.208 445.400 50000.800 4232.880 446.100 68000.000 4851.400 446.800 70000.000 5473.608 447.600 80000.000 6145.888 446.700 90800.000 7647.90 1 ELMFISMD PAGE 8 16 OCT 1990 - 11:40 :14 - 450.280 100000.000 8282.800 451.6&0 110008.008 9566.708 DISPLAY POINT DATA ROUTE PRINTOUT 33333383 ',19) ELM FORK D.A. BETWEEN GRAPEVINE CK. AND CARROLLTON SAM 5.49 3.03 1.34 11.45 20 60 20 COMBINE + HEC2 INDEX 160 TITLED ROUTE -uLTE =RUM ELM : - RK nT - -ARRCLLT[N CAGE -0 r4UTTON atiCH :Lt4F. 000151 412.800 on 0.000 420.500 1'100.000 151.500 ` 424.400 2000.800 243.000 428.300 5000.000 471.100 432.400 10000.000 921.800 435.400 2(800. W 2038.3011 437.100 3M. 3301.400 438.500 40000.000 4552.200 439.700 50000.000 5991.000 440.900 64000.080 7439.800 442.00 70000.000 8833.800 443.100 80000.000 10360.300 444.300 90000.008 12369.300 445.500 100080.000 14795.600 446.908 110000.000 17169.800 120) DRAINAGE PREP OF HU70N BRANCH ABOVE IH 35 E 45 6.13 33.22 333.70 30 5 7.8 TITLED ROUTE ROUTE FROM MUTTON BRANCH AT IH 35 E TO ELM FORK COW. 000152 418.60 0 0.0 423.30 200 13.8 424.10 400 21.4 424.80 600 27.6 425.80 :080 38.3 427.10 2080 59.6 429.20 3080 82.1 430.50 4080 101.1 433.40 7080 175.4 435.70 10000 265.6 _ 438.70 15808 464.6 441.10 28800 882.9 443.20 25888 1237.6 445.10 30888 1734.8 446.80 35008 2234.0 DATA COMBINE PRINTOUT 1 ELMFISMD PAGE 9 16 OCT 1990 - 11:40:14 833333383 PRINTOUT TITLED COIFL1ENCE ELM FORK BELOW HUTTON BRANCH CONF. NO PRINTOUT + HEC2 INDEX 170 TITLED ROUTE ROUTE FROM ELM FORK AT HUTTON BRANCH TO GRAPEVINE CREEK COW. 008151 488.0A8 0.000 0.008 419.508 1080.008 68.200 423.208 2888.080 115.700 427.800 5008.880 339.588 432.088 I8088.088 597.688 434.880 20880.808 936.900 436.506 38880.00 1 1393.088 437.900 48880.888 1821.400 439.100 50800.008 2214.100 440.300 50800.008 2594.2 441.40 70888.080 2950.6& 442.608 88008.080 3331.700 443.800 90088.080 3717.100 445.100 100008.080 4120.800 5 +45.:00 110000.000 45E:, -1 , 10 t21) DRAINAGE AREA OF SRAPEVINE CREEK ABOVE SOUTH c?RK ':ONF. 13.23 9.14 4.48 15.77 30 25 20 TITLED ROUTE ROUTE FROM GRAPEVINE CREEK AT SOUTH FORK TO ELM FORK CONE. 000152 423.13 0 0.0 427.60 200 25.3 428.20 400 3 38.2 428.70 600 46.3 429.50 1000 59.6 431.00 2W 87.6 432.28 3000 113.4 433.30 4000 139.8 435.00 6000 188.8 436.30 8000 2233.7 437.40 IM00 275.33 439.00 13000 333.8 448.40 16888 388.2 442.08 20008 456.9 443.70 25080 540.1 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW GGRAPEVINE CREEK NO PRINTOUT (24) ELM FORK D.A. BETWEEN IH 35 E AND GRAPEVINE CREEK CONF. 1.02 2.87 1.31 .47 0 30 0 1 ELMFISMD PA 10 16 OCT 19% - 1::40:14 ___- COMBINE 4 HEC2 INDEX 180 TITLED ROUTE ROUTE FROM ELM FORK AT 9RAPEVINE CREEDS TO CELL B SLUICE OUTLET 0e0151 408.000 0. m 0.080 418.100 1000.000 107.700 421.900 2000.000 181.400 427.300 5000.008 385.800 431.6W 10800.008 606.080 434.300 20008.088 948.508 435.980 36M. W 1293.600 437.208 40008.008 1589.008 438.500 50000.008 1859.508 439.700 60000.008 2124.508 448.908 70000.008 2372.500 442.100 80800.000 2640.400 443.400 98080.000 2911.808 444.700 100800.000 31 %.408 446.100 110800.000 33507.708 COPY FH6 1 (25) DRAINAGE AREA OF FARMERS BR- CARROLLTON LEVEE CELL 8 3.61 3.39 1.88 22.83 45 10 25 DATA ROUTE INITIALIZATION DATA DEFAULT SLUICE RATING ENTRIES RIVER RATING ENTRIES RIVER FHG STORAGE WE DATA TABLE DEFAULT ROUTE SLUICE DATA RESET PIPE INFLOW INVERT - 'PE �CJi FL:+ . ^ALERT PIPE SITE ROUTE SLUICE TABLE RESET NEAR DISCHARGE FREE FLOW ROUTE RIVER TABLE RESET ELEVATION DISCHARGE TITLED ROUTE SLIP AREA OF FARMERS BR- CARROLLTON LEVEE CELL B 00022118211 *SUMP RATING TABLE* 1 ELMFISMD PAGE 11 16 OCT 1990 - 11:40:14 - ++ 67008 GPM PUMPS *4 411 0 0 412 0 45.0 413 0 90.0 415 0 158.0 416 0 199.1 417 0 240.2 418 0 281.3 419 0 322.4 42D 0 387.5 +21 0 452.6 422 0 526.5 422.9 0 592.9 4 23 448 608.3 424 448 684.7 425 448 769.0 426 448 868.6 427 446 968.1 428 448 1077.6 429 448 1187.0 430 448 1314.1 431 448 1467.1 432 448 1600.0 +SLUICE RATING TABLE+ *PIPE INFLOW INVERT+ +PIPE OUTFLOW INVERT+ ++++ 5- 8X8 -45 FT. BOX CULVERTS ++++ 415.8 414.83 8.0 + DIFFERENTIAL HEAD + + DISCHARGE + + FREE FLOW + 000 1 1510 125 2 2445 350 3 3110 648 4 3655 9% 5 4125 1388 6 4555 1815 7 4945 2285 8 5295 2795 9 5610 2875 10 5920 3460 11 6195 3970 12 6465 4400 13 6740 4790 14 7015 5140 15 7245 5530 16 7488 5888 17 7715 6195 + RIVER RATING CURVE* -08.0 0 417.6 1000 426.0 5000 1 ELWIS14D PAGE 12 16 OCT 1990 - 11:40:14 430.1 18808 433.4 20000 435.1 30800 436.4 40008 437.5 50088 438.5 68800 440.2 80000 441.7 100000 443.0 120000 4, 44.0 1488@8 445.1 16UN 445.4 IBM 446.7 200000 448.1 220000 449.5 240 450.1 25NU 450.9 268008 452.1 288000 DISPLAY POINT TITLED COMBINE ELM FORK BELOW CELL B SLUICE OUTLET DATA ROUTE INITIALIZATION DATA DEFAULT ROUTE DATA TABLE DEFAULT + HEC2 INDEX 190 TITLED ROUTE ROUTE FROM ELM FORK AT CELL B SLUICE OUTLET TO COOKS BRANCH 000151 408.888 0.000 0.088 416.500 1088.088 30.300 420.500 2008.008 55.208 427.100 5088.088 161.980 431.508 18888.088 337.900 434.100 28888.088 586.488 435.708 38088.088 742.100 437.100 48880.888 873.800 438.300 50880.888 995.500 439.500 68888.080 1115.900 448.700 70888.088 1228.408 441.900 80888.080 1351.688 443.200 98888.088 1475.700 444.500 108888.888 1686.080 446.080 !10888.808 1748.308 (26) DRAINAGE AREA OF COOKS BRANCH ABOVE ST. LOUIS - SAN FRANCISCO RAILROAD 2.28 3.51 1.67 34.22 95 5 40 TITLED ROUTE ROUTE FROM COOKS BRANCH AT ST. LOUIS -SAN FRANCISCO RAILROAD TO ELM FORK CON 000152 1 ELMFISMD PAGE 13 16 OCT 19% - 11:40:14 418.00 0 0.0 4 , 20.90 200 23.6 422.10 488 36.3 422.90 600 46.6 424.30 1088 62.9 -25.03 15',a0 83.0 426.60 2000 105.7 430. 00 3000 145.5 430.80 4000 174.c 432.20 6M 2:8.7 433.30 8000 280.6 434.40 10000 334.5 435.30 12000 386.1 436,60 15000 463.6 438.50 20000 597.7 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW COOKS BRANCH CONE. NO PRINTOUT 4 HEC2 INDEX 200 TITLED ROUTE ROUTE FROM ELM FORK AT COOKS BRANCH TO IRVINE FCD -SECT. III SLUICE OUTLET 008151 398.000 0.000 0.008 415.700 1800.000 118. BBD 419.400 2000.000 159.100 425.200 5800.080 384.380 428.700 10000.000 605.408 431.800 20000.000 1252.200 433.500 30M. M 1691.600 435.000 40800.M 2876.501D 436.300 54088.000 2436.180 +37,600 60080.080 2796.100 438.900 72008.000 3129.700 100 88000.080 3499.740 441.3w 900.08 3865.706 442.600 100000.080 4249.200 443.9M 1!8000.000 4672.M - APY FHG 2 :23) DRAINAGE AREA OF IRVING FCD- SECT. !II LEVEENALLEY RANCH DEVELOPMENT) + AREAS 22 AND 23 WERE COMBINED. LEVEE ON SOUTH SIDE OF AREA 22 WAS BREACHE s AT THE JUNCTION WITH THE NORTH -SOUTH ELM FORK LEVEE. 3.22 2.84 1.15 7.98 60 0 38 DATA ROUTE INITIALIZATION DATA DEFAULT SLUICE RATING ENTRIES RIVER RATING ENTRIES RIVER FHG STORAGE 1 ELIFISMD PAGE 14 16 OCT 1990 - 11:40:14 ROUTE DATA TABLE DEFAULT ROUTE SLUICE DATA RESET PIPE INFLOW INVERT PIPE OUTFLOW INVERT PIPE SIZE ROUTE SLUICE TABLE RESET HEAD DISCHARGE FREE FLOW ROUTE RIVER TABLE RESET ELEVATION DISCHARGE TITLED ROUTE 'JMP AREA CF :RVING E '..:ii �E'vH- ,ALE r =.ANCH = E:ELSP *E'+" x10013117212 + SUMP RATING TABLE + + 2- 25800, 4 -50M GPM PUMPS + 418 0 0 418.4 0 17.8 418.5 56 22.3 419 112 44.5 419.5 223 66.8 420 334 89.1 420.5 445 121.1 421 556 153.2 422 556 217.3 424 556 391.3 426 556 580.6 428 556 795.0 438 556 1046.5 • SLUICE RATING TABLE • PIPE INFLOW INVERT* + PIPE OUTFLOW INVERT * + PIPE SIZE + + +++ 2 - 8X8 - 163.2 FT. BOX CULVERTS ++++ 418 412 8 + DIFFERENTIAL HEAD * + DISCHARGE + + FREE FLOW + aea - 1 572 56 2 932 140 3 1182 256 4 1400 3 5 1572 552 6 1728 726 7 1884 914 8 2008 1118 9 2134 1334 10 2258 2212 1 ELMFISMD PAGE 15 16 OCT 1990 - 11:40:14 11 2368 2336 12 2478 2462 13 2570 2570 14 %64 2664 15 2758 2774 16 2852 2868 + RIVER RATING CURVE + 402 0 415.21 1000 424.37 5000 428.37 10000 431.62 28088 433.32 30000 434.55 40000 435.50 50000 436.43 60000 438.06 80000 439.56 100000 440.93 120000 441.61 148800 442.63 160008 443.94 180888 445.51 200008 446.96 220008 448.53 240088 449.13 250000 450.01 260000 451.28 280000 DISPLAY POINT .'LE: '.:0+18 E ELI FORK SEL =d IRV14G :CO-SECT.II! SLUICE OUTLE7 DATA ROUTE INITIALIZATION DATA - DEFAULT RATE DATA TABLE DEFAULT + HEC2 INDEX 210 TITLED ROUTE ROUTE FROM ELM FORK AT IRVING FCD- SECT.III SLUICE OUTLET TO CELL A SLUIC 000151 408. W 0. 000 0. 000 415.400 1008.000 52.500 418.808 2008.008 77.600 424.200 5000.080 132.5010 426.700 IM. 008 192.500 429.300 20008.000 418.100 431.100 38008.000 599.008 432.600 40000.000 760.200 434.200 58000.000 313.900 435.800 60000.000 1 ,072.100 ELMFISMD PARE 16 16 OCT 1990 - 11:40:14 - 437.100 70000.000 1210.800 438.500 80000.000 1351.9010 439.900 ?0000.000 1494.300 441.300 100000.000 :643.320 +42.700 :10�.0� 1 ?95.ctl10 COPY �Hc JE7! CRAINAGE AREA OF FARMERS BR- CARROLLTON LEVEE CELL 1.66 1.97 .84 10.88 20 90 15 DATA ROUTE INITIALIZATION DATA :E`AULT SLUICE RATING ENTRIES RIVER RATING ENTRIES RIVER FH6 STORAGE ROUTE DATA TABLE DEFAULT ROUTE SLUICE DATA RESET PIPE INFLOW INVERT PIPE OUTFLOW INVERT PIPE SIZE ROUTE SLUICE TABLE RESET HERD DISCHARGE FREE FLOW ROUTE RIVER TABLE RESET ELEVATION DISCHARGE TITLED ROUTE SUMP AREA OF FARMERS BR-CARROLLTON LEVEE CELL A 00614114213 * SUMP RATING TABLE +t 1-16700, 1- ''H00, : -50000 GPM PUMPS *+ 418 0 0 419 0 5.3 420 0 36.0 421 0 68.0 422 0 104.0 .. 4 a 195.0 424.9 0 241.3 425 223 247.0 426 n3 302.0 427 c3 362.0 428 223 427.0 429 223 495.0 430 223 568.0 t ELMFISND PAGE 17 16 OCT 19% - 11:40:14 -- - * SLUICE RATING TABLE * * PIPE INFLOW INVERT + * PIPE OUTFLOW INVERT + 1111 4 - 8X8 - 45 FT. BOX CULVERTS ++** 417.0 416.5 8.0 + DIFFERENTIAL HEAD * + DISCHARGE 1 1 FREE FLOW a00 1 :tee 130 2 1988 280 3 2520 512 4 2956 792 0364 1104 6 3676 1452 7 3988 1828 8 4268 2236 9 4548 2488 10 4800 2956 :1 5016 3332 12 5236 3676 :3 5452 3988 + RIVER RATING CURVE* - 40e.0 0 414.86 1000 423.46 5000 426.86 10eee 429.09 200M 430.78 30800 431.98 40000 432.98 50000 433.89 6eeee 435.75 80000 437.56 100BBe 438.99 12MM 440.13 149W 441.66 16MM 443.23 IBM 444.80 20000 446.40 228888 448.06 24M 448.70 25eeee 449.65 260000 450.86 280800 DISPLAY POINT DATA COMBINE PRINTOUT 833333383 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW CELL A SLUICE OUTLET NO PRINTOUT (28) ELM FORK D.A. BETWEEN HACKBERRY CREEK AND IH 635 1 ELMFISMO PAGE 18 16 OCT 1990 - 11:40:14 J as 2.13 1. 20 .. 25 20 45 10 -MINE DATA ROUTE INITIALIZATION DATA DEFAULT ROUTE DATA TABLE DEFAULT * HEC2 INDEX 2N TITLES) ROUTE ROUTE FROM ELM FORK AT CELL A SLUICE OUTLET TO FARMERS BRANCH COIF. 000151 400.000 0.000 0.080 415.400 IM. W 542.700 418.800 2000.000 697.306 424.100 5800.000 972.208 426.400 10000.000 1133.600 428.400 29M. 000 1354.100 430.100 30000.000 1559.900 431.700 40000.000 1756.508 433.200 58000.000 1949.300 434.900 60808.000 2153.100 436.2200 70880.008 2320.400 437.500 80000.000 2452.900 438.900 90000.000 2671.600 440.400 100000.000 2857.700 441.800 110000.000 �IM.580 (29) DRAINAGE AREA OF FARMERS BRANCH 11.25 7.32 4.78 26.23 70 5 30 DRINTOUT TITLED CONFLUENCE ELN FOAL BELOW FARMERS BRANCH COIF. •NO PRINTOUT * HEC2 INDEX 230 TITLED ROUTE ROUTE FROM ELM FORK AT FARMERS BRANCH TO HACKBERRY CK. COW. 000151 397.700 0.000 0.808 414.400 1088.008 411.000 417.808 2008.008 522.100 422.008 5000.088 880.500 424.308 10000.080 1415.600 426.700 20000.000 2164.508 428.500 3"8008.008 2793.800 430.200 40808.800 3394.888 431.800 50008.000 3989.508 433.500 68000.008 4631.080 434.888 78088.008 5121.400 436.208 88808.800 5626.106 437.580 90088.088 6153.680 438.900 188808.008 6662 888 1 ELMFISMD PAGE 19 16 OCT 1990 - 11:48:14 440.100 118800.000 7134.300 (38) DRAINAGE AREA OF HACKBERRY CK. ABOVE COTTONWOOD CREEK COW. 14.56 8.28 5.19 13.20 15 0 18 (31) DRAINAGE ARE OF COTTONWOOD CK. ABOVE HAG(BERRY CREEK COIF. 6 .55 6.25 3.02 21.75 25 0 15 TITLED COMBINE HACKBERRY CREEK BELOW COTTONWOOD CREEK COMP. (32) HACKBERRY CK. B.A. BETWEEN ELM FORK COW. AND COTTONWOOD CK. 1.35 4.12 2.14 24.92 0 5 0 PRINTOUT CHINE 5 lA - A 4OUTE :RINTCUIT 833333383 TITLED ROUTE ROUTE FROM HAD(BERRY CK. AT COTTONWOOD CK. TO ELM FORT( COW. 000151 409.80 0 0.00 411.30 200 7.52 412.10 500 10.85 412.80 1000 16.77 413.50 2000 31.85 414.10 3088 40.47 415.10 5000 53.93 415.90 7808 66.26 417.00 10000 84.87 418.60 13088 183.98 418.80 16000 120.89 419.90 20000 142.22 421.10 25000 168.17 422.10 30800 194.65 424.00 48080 245.17 DISPLAY POINT PRINTOUT TITLED CONFLUENCE ELM FORK BELOW HAD(BERRY D(. COIF. NO PRINTOUT 23) ELM FORK D.A. BETWEEN DOES CREEK AND HADSBERRY CREEK 9.00 7.95 4.83 6.54 50 60 25 COMBINE * HEC2 INDEX 240 TITLED ROUTE ROUTE FROM ELM FORK AT HACKBERRY CREEK TO LAS COLINAS SLUICE OUTLET _ 000151 394.200 8.m & w 406.700 1000.000 455.700 410.406 2000.008 592.500 416.700 5080.080 1259.200 419.400 18080.000 2968.700 422.200 20000.008 5217.100 1 ELMFISMD PAGE 20 16 OCT 1990 - 11:40:14 424.600 38000.008 7067.500 426.680 48000.000 8793.200 428.388 50000.000 10419.700 430.210 60010.000 12149.280 431.700 78000.001 13541.100 433.400 88000.000 15120.200 435.100 90100.011 16537.300 436.600 180000.800 17923.400 437.900 110101.001 19181.100 (34) DRAINAGE AREA OF LAS COLINAS LEVEE AREA 2.33 '..54 .24 68.70 81 2 31 TITLED ROUTE SUMP AREA OF LAS COLINAS LEVEE(LRKE CAROLYN) * STARTING ELEV. 418 FT MSL 0 0 2542 18 1 409 0 1600 410 0 1710 411 0 1814 412 0 1918 413 0 202E 414 0 2126 415 0 2230 416 0 2334 417 a1 2438 4L8 0 2542 419 0 2646 419.5 280 2698 420 460 2750 421 728 2874 422 910 2998 423 10% 3122 424 1268 3246 425 1420 3370 DISPLAY POINT TITLED COMBINE ELM FORK FLOW LAS COLINAS SLUICE OUTLET * HEC2 INDEX 250 TITLED ROUTE ROUTE FROM ELM FORK AT LAS COLINAS SLUICE OUTLET TO JOES CR COW 008151 389.100 0.008 0.880 404.100 1800.008 279.488 405.900 2000.080 378.980 411.100 5008.088 902.788 415.000 10808.000 2152.488 419.608 20808.008 4405.480 422.600 38000.800 5291.288 424.900 40000.008 7792.388 426.700 58008.800 9850.900 428.700 60080.008 10425.600 EL-MFISMD DAM 21 16 OCT 19% - !1:40:14 - -- 430.200 70000.008 :1523.200 431.900 80800.080 12742.380 433.600 98080.080 13936.008 435.100 100000 M 15815.400 436.500 118800.800 15 %7.200 (35) DRAINAGE AREA OF JOES CREEK 10.93 7.72 4.48 26.25 100 18 40 DRINTOUT TITLED CONFLUENCE ELM FORK BELOW JOES CREEK COW NO PRINTOUT (37) ELM FORK D.A. BETWEEN BACHMAN BRANCH CONE AND JOES CREE]( COMF 1.56 1.71 .73 7.81 30 20 20 COMBINE + HEC2 INDEX 260 TITLED ROUTE ROUTE FROM ELM FORK AT JOES CREEK M BACHIAN BRANCH COIF 000151 391.900 0.008 0.880 488.280 1800.888 181280 403.080 2008.800 139.780 409.000 5008.080 427.7M 414.400 10008.808 1720.808 419.300 20080.808 3652.181 422.400 '0000.008 4928.60 424.600 48008.000 5836.781 426.400 50880.088 6577.601 428.400 60008.008 7417.3M 429.900 78M0.000 8097.811 431.608 88800.000 8867.411 - 433.300 98000.000 9585.10 434.700 10M00.000 10247.311 436.100 110808.008 10851.218 (36) DRAINAGE AREA OF BACHIAN BRANCH ABOVE BACH AN LAKE 12.59 7.64 3.55 27.05 100 5 40 ':T'-EED ROUTE ROUTE 'HRU BACHMAN LAKE - STARTING ELEV. 438,! FT `ISL 00950101 438.1 0 950 439 450 1006 440 1500 11% 441 2908 1350 442 4600 1501 443 6500 1670 444 9350 1835 445 14580 2005 446 25508 2210 447 41300 2468 DISPLAY POINT TITLED ROUTE 1 EL FISMD PAGE 22 16 OCT 1998 - 11:40:14 ROUTE FROM BAD40 LAKE DAN TO ELM FORK CONE. 02051 395 0 0 417.70 5700 1704 421.98 9780 2627 423.98 11700 3102 4x.80 17100 5213 PRINTOUT TITLED CONFLUENCE ELM FORK BELOW BACHMAN BRANCH CONE 40 PRINTOUT (48) ELM FORK D.A. BETWEEN ]EST FORK CONF AND BACHMAN BRANCH 5.87 3.84 2.37 31.94 98 85 40 _ COMBINE DATA ROUTE PRINTOUT 822222282 COMBINE PRINTOUT 833333383 LOCAL. PRINTOUT 833333383 + HEC2 INDEX 270 TITLED ROUTE ROUTE FROM ELM FORK AT BACHMAN BRANCH TO WEST FORK CONE 088151 385.700 8.808 8.808 395.000 1800.800 173.100 399.808 2808.800 301508 406.088 5800.088 666.580 411.800 10008.000 1861.800 416.900 20080.008 4809.600 428.008 30008.008 5681.480 422.080 40088.888 6750.506 423.500 58000.080 7682.288 425.680 60008.008 8890.200 427.000 78080.000 9786.700 428.808 80008.088 18897.880 438.588 98008.080 11988.300 432.000 108088.000 12%1.500 433.300 110888.800 13837.106' DISPLAY POINT 1 EXECUTED ON I6 OCT 19% AT 11:40:33 5 LEWISVILLE FLOOD INSURANCE STUDY SCHEMATIC DIAGRAM - OPTION 1 l 2) V 3( - - > V t a) / 1 ! ( 7) V 81 V 10- -+ V 1 \ 11/ ELI FORK =. i. sET nELN uRAIRIE REEK AND LEWISVILLE DAM (2) DRAINASE AREA OF PRAIRIE CREEK 3 ELM FORK BELOW COIF. WITH PRAIRIE CREEK a (3) ELM FORK D. A. BETWEEN STEWART CREEK AND PRAIRIE CREEK 5 (3) ELM FORK D. A. BETWEEN STEWART CREEK AND PRAIRIE CREEK 5 ROUTE FROM ELM FORK AT PRAIRIE CREEK TO STEWART CREEK COW. (4) DRAINRBE AREA IF STEWART CREEK B ELM FORK BELOW COIF. WITH STEWART CREEK (S.H, 121) 9 (5) ELM FORK D.A. BETWEEN MIDWAY BRANCH AN STEWART CREEK 10 (5) ELM FORK D.A. BETWEEN MIDWAY BRANCH AND STEWART CREEK 11 ROUTE FROM ELM FORK AT STEWART CREEK TO MIDWAY BR. CONE. V 13( V f 14) 15- 1 1 \ 16/ 17) 19- + V \ 2e/ \ 21/ V 22( -+ V c E) P.AL "+AGE anEA OF *1'whv RA, 13 ELM FORK BELOW MIDWAY BRANCH CONE. 14 t7) ELM FORK D.A. BETWEEN INDIAN CREEK AND MIDWAY BRANCH 15 (7) ELM FORK D.A. BETWEEN INDIAN CREEK AND MIDWAY BRANCH i6 ROlJTE FROM ELM FORK AT MIDWAY BRANCH TO INDIAN CREEL( CONE. 7 f8) DRAINAGE AREA OF INDIAN CREEK, ABOVE FM544 !B (9) INDIAN CREEK D.A. 9ETWEEN ELM FORK CONF. AND FM 544 19 COMBINED SI1B -AREAS B b 9 28 ROUTE FROM INDIAN CREEL( AT FM 544 TO RIVER MILE 1.4 21 ROUTE FROM INDIAN CK. AT R.M. 1.4 TO ELM FK. CONFLUENCE 22 ELM FORK BELOW CONFLLENCE WITH INDIAN CREEK ( 231 24 - - --- V l 251 26 --- V 27/ 281 V \ 31/ 32) 33 - -+ V 3 :0i ELM FORK C. A. BE -iAEN iH'SE AND INDIAN CR. 24 (10) ELM FORK O.A. BETWEEN IH35E AND INDIAN CR. 25 (11) DRAINAGE AREA OF DUMP BRANCH 26 COMBINED DUDLEY BR. AND ELM FORK BELOW INDIAN CR. 27 ROUTE FROM ELM FORK AT INDIAN CREEP( TO IH35E ^_8 (12) DRAINAGE AREA OF TIMBER CREEK ABOVE FM 1171 29 (13) TIMBER CREEK D.A. BETWEEN IH 35 E AND FM 1171 30 COMBINED SUBAREAS 12 6 13 31 ROUTE FROM TILER CREEK AT 1171 TO IH 35 E (UPPER CROSSING) 32 (14) TIMBER CREEK D.A. BETWEEN ELM FORK CONE. AND IH 35 E 33 COMBINE TIMBER CREEK AT IH 35 E (UPPER CROSSING) AND AREA 14 34 �Ra1TE FROM TIMBER C °EES T '4-E (UPPER CROSSING) TO !HM ` LOWER 34/ CROSSING) 35 ELM FORK BELOW TIMBER CR. COWL (AT V IN 35 E LOWER CROSSING) V 36 (15) ELM FORK D.A. BETWEEN _ CARROLLTON GAGE AND IN 35 E 36) 1 / .7 (15) ELM FORA D.A. BETWEEN CARROLLTON GAGE AND IN 35 E 37 - - -° + V 38 (17) DEMON CREEK D.A. BETWEEN SH _ 121 AND GRAPEVINE DAM 38) _ 39 ;18) DENTON CREEK D.A. BETWEEN \ RIVER MILE 3.90 AND SH 121 l 39) 40 COMBINED SUBAREAS 17 5 '8 40-- —+ 'J \_! 41 ROUTE FROM DEMON CREEK AT SH 121 1 ! TO RIVER MILE 3.90 \ 41/ 1 / 42 COMINED DENTON CR. 4 ELM FORK / BELOW TIMBER CR. 42( V 43 ROUTE FROM ELM FOR( AT IH 35 E TO FUR FAUX CREEK COW. 43/ _ 44 (16) DRAINAGE AREA AT F!JRJEAUX CREEK 44) cE_SSN :3NF, cRNEtiU CREED( 45- ---- - - - - - * V 46 ROUTE FROM ELM FORK AT FURNEAUX CYY, TO CARROLLTON GAGE \ 46/ \ r 47 (19) ELM FORK D.A. BETWEEN / _ \ GRAPEVINE CK. AND CARROLLTON GAM ( 47) 1 1 48 (19) ELM FORK D.A. BETWEEN GRAPEVINE CK. AND CARROLLTON GAGE 48 - -+ V \ 49 ROUTE FROM ELM FORK AT CARROLLTON \ SAGE TO HUTTON BRANCH COIF. \ 49/ ;20) DRAINAGE AREA OF HUTTON BRANCH ABOVE IH 35 E ( 58) 51 ROUTE FROM HUTTON BRANCH AT IH 35 E \ TO ELM FORK CONE. 1 51/ 52 ELM FORK BELOW HUTTON BRANCH COIF. V V \ / 53 ROUTE FROM ELM FORT( AT HUTTON BRANCH TO GRAPEVINE CREEK COIF. \ 53/ 54 (21) DRAINAGE AREA OF GRAPEVINE / CREEK ABOVE SOUTH FORK CONE. ( 54) 1 / 1 55 ROUTE FROM GRAPEVINE CREEK AT SOUTH \ FORK TO ELM FORK CONF. \ 55/ i 56 t - - -- + V i 1 l 57) 58 - V \ r \ r \ 59/ COPY TO 60) -_ l Ell 1 62/ 63 -°= V 1 / 1 64/ \ 1 l 65) 66/ , 1 .c nj±K :EL +) :,PPE'; C+E :GEE!! 57 (24) ELM FORK B.A. BETWEEN IH 35 E AND GRAPEVINE CREEK COW. 58 (24) ELM FORK D.A. BETWEEN IH 35 E AND GRAPEVINE CREEK CONE. 59 ROUTE FROM ELM FORK AT GRAPEVINE CREEK TO CELL B SLUICE OUTLET 60 DIVERSION -- I 61 ROUTE FROM ELM FORK AT GRAPEVINE CREEK TO CELL B SLUICE OUTLET (25) DRAINAGE AREA OF FARMERS 8R- CARROLLTON LEVEE CELL B 62 SUMP AREA OF FARMERS BR- CARROLL'CJ LEVEE CELL B 63 ELM FORK BELOW CELL B SLUICE OUTLET 64 ROUTE FROM ELM FORK AT CELL B SLUICE CUTLET TO COOKS BRANCH 65 (26) DRAINAGE AREA OF COOKS BRANCH ABOVE ST. LOUIS - SAN FRANCISCO RAILR01)D 66 ROUTE FROM COOKS BRANCH AT ST. LOUIS -SAN FRANCISCO RAILROAD TO ELM FORK CONF. 68 69 DIVERSION - 2 70 71 7 2 73 '4 DIVERSION - 3 75 76 77 _A 711 BE`'i.:+ :CCKS BRANCH - -- - NF. ROITE FROM ELM FORK AT COORS BRWO TO IRVINE FCD-SECT.III SLUICE OUTLET ROUTE FROM ELM FORK AT COOKS BRANCH TO IRVING FCD-SECT.III SLUICE (23) DRAINAGE AREA OF IRVING FCD-SECT. III LEVEE (VALLEY RANCH DEVELOPMENT) SUMP AREA OF IRVING FCD -SECT. III LEVEE (VALLEY RANCH DEVELOPMENT) ELM FORK ;FLOW IRVING FCD -SECT. III SLUICE OUTLET ROUTE FROM ELM FORK AT IRVING FCD- SECT.III SLUICE OUTLET TO CEIL A SLUIC ROUTE FROM ELM FORK AT IRVINE FCD-SECT.III SLUICE OUTLET TO CELL A SLUIC (27) DRAINAGE AREA OF FARMERS BR- CARROLLTON LEVEE CELL A SUMP AREA OF FARMERS DR-CARROLLTON LEVEE CELL A ELM FOR( BELOW CELL A SLUICE OUTLET V \ 6B/ COPY TO ( 70) 711 72 - - - * ! \ 731 \ r COPY TO 74) ( 75) \ 1 1 l \ 761 V 77! - -- + 68 69 DIVERSION - 2 70 71 7 2 73 '4 DIVERSION - 3 75 76 77 _A 711 BE`'i.:+ :CCKS BRANCH - -- - NF. ROITE FROM ELM FORK AT COORS BRWO TO IRVINE FCD-SECT.III SLUICE OUTLET ROUTE FROM ELM FORK AT COOKS BRANCH TO IRVING FCD-SECT.III SLUICE (23) DRAINAGE AREA OF IRVING FCD-SECT. III LEVEE (VALLEY RANCH DEVELOPMENT) SUMP AREA OF IRVING FCD -SECT. III LEVEE (VALLEY RANCH DEVELOPMENT) ELM FORK ;FLOW IRVING FCD -SECT. III SLUICE OUTLET ROUTE FROM ELM FORK AT IRVING FCD- SECT.III SLUICE OUTLET TO CEIL A SLUIC ROUTE FROM ELM FORK AT IRVINE FCD-SECT.III SLUICE OUTLET TO CELL A SLUIC (27) DRAINAGE AREA OF FARMERS BR- CARROLLTON LEVEE CELL A SUMP AREA OF FARMERS DR-CARROLLTON LEVEE CELL A ELM FOR( BELOW CELL A SLUICE OUTLET '8 _8) ELJI ::FK ..A. BETWEEP I -, HACKBERRY :REEF( AND IH 635 1 i 79 (28) ELM FORK D.A. BETWEEN HACI(BERRY CREEK AND IH 635 79 - - --* V ROUTE FROM ELM FORK AT CELL A -/ SLUICE OUTLET TO FARMERS BRANCH \ COW. 1 90/ 81 0) DRAINAGE AREA OF FARMERS BRANCH 81) 62 ELM FORK BELOW FARMERS BRANCH CONF, V 82 ( + y 83 ROUTE FROM ELM FORK AT FARMERS f - BRANCH TO HACI(BERRY CK. CONF. 83/ 84 (38) DRAINAGE AREA OF HAC)(BERRY CK. ABOVE COTTONWOOD CREEK COW. / \ 84) 85 (31) DRAINAGE AM OF COTTONWOOD CK. / -\ ABOVE HACI(BERRY CREEK COME. ( 85) 86 HACKBERRY CREST( BELOW COTTONWOOD CREEL( COW. 86 -T V 87 (32) )AiO(BERRY CK. D.A. BETWEEN ELM / -\ FORK COIF. AM COTTONWOOD CK. l 87) 88 (32) HACKBERRY CK. D.A. BETWEEN ELM FORT( CONE. AND COTTONWOOD CK. V .3 iOUTE "r4GM P&'.EE RY :,,. aT OTTCNWOOD CK. TO EljM FORK CCNF. 90 ELM FORK BELOW HACKBERRY CK. - ONF. 91 (33) ELM FORK D.A. BETWEEN ,IDES CREEP( AND MACNBERRY CREEK 92 (33) ELM FORK D.A. BETWEEN JDES CREEK AND HACKBERRY CREEK 93 ROUTE FROM ELM FORK AT HACKBERRY CREEK TO LAS COLINAS SLUICE OUTLET 94 (34) DRAINAGE AREA OF LAS 'COLINAS EVEE AREA 95 SUMP AREA OF LAS COLINAS LEVEE(LAKE CAROLYN) % ELM FORK BELOW LAS COLINAS SLUICE OUTLET 97 ROUTE FROM ELM FORK AT LAS CO.INAS SLUICE OUTLET TO DOES CR CONF 98 (35) DRAINAGE AREA OF JOES CREEK 99 ELM FORK BELOW JOES CREEK CODE IN B9/ \ V 99(- -+ V / IN 91) . \ r 92 --- V IN / � 1 93/ 94) \ i IN 95/ I \_/ V \ If \ 97/ 1 ! l 98) V 99( V .3 iOUTE "r4GM P&'.EE RY :,,. aT OTTCNWOOD CK. TO EljM FORK CCNF. 90 ELM FORK BELOW HACKBERRY CK. - ONF. 91 (33) ELM FORK D.A. BETWEEN ,IDES CREEP( AND MACNBERRY CREEK 92 (33) ELM FORK D.A. BETWEEN JDES CREEK AND HACKBERRY CREEK 93 ROUTE FROM ELM FORK AT HACKBERRY CREEK TO LAS COLINAS SLUICE OUTLET 94 (34) DRAINAGE AREA OF LAS 'COLINAS EVEE AREA 95 SUMP AREA OF LAS COLINAS LEVEE(LAKE CAROLYN) % ELM FORK BELOW LAS COLINAS SLUICE OUTLET 97 ROUTE FROM ELM FORK AT LAS CO.INAS SLUICE OUTLET TO DOES CR CONF 98 (35) DRAINAGE AREA OF JOES CREEK 99 ELM FORK BELOW JOES CREEK CODE 101 - - - - � V \ 1 \ 1021 \ 1 104/ i V 1061 -- + V / 1 ( 1671 108---+ V \_/ \ 109/ 1 EXECUTED ON 16 OCT 19% AT 16:37:36 LEWISVILLE FLOOD INSURANCE STUDY COMPUTED PROBABILITY DISCHARGE OPTION I 00 `ORK O.A. c EEN EACHMAN BRANCH COW AND DOES CFEEK CONE 101 (37) ELM FORK D.A. BETWEEN BACHMAN BRANCH COW AND JOES CREEK COIF 102 ROUTE FROM ELM FORK AT ?DES CREEK TO BACHMAN BRACH CONE 103 (36) DRAINAGE AREA OF BACHMAN BRANCH ABOVE BACHMAN LAKE 104 ROUTE THRU BACHMAN LAKE - STARTING ELEV. 438.1 FT MSL 105 ROUTE FROM BACHMAN LAKE DAM TO ELM FORK COW. 106 ELM FORK BELOW BAD" BRANCH CONE 107 (48) ELM FORK D.A. BETWEEN HEST FORK CONE AND BACHM{M BRANCH 108 (40) ELM FORT( D.A. BETWEEN WEST FORK COW AND BAD" BRANCH 109 ROUTE FROM ELM FORK AT BACHMAN BRACH TO WEST FORK COIF INDEX LCCATICN DA-S& nI 2 YEAR 5 YEAR 10 YEAR 25 YEAR 50 '-EAR 100 YEAR SPF - `EW 7318-- �� ----- -- ---- -- -- 2 (2) DRAINAGE AREA OF PRAIRIE 6.55 2025. 3509. 4381. 5353. 6151 6971 11668. CREEK NEW TRIB -- 7 (4) DRAINAGE AREA OF STEWART 4.50 2311. 3601. 4352. 5266. 6002. 6771. 10890. CREEK NEW TRIB 12 (6) DRAINAGE AREA OF MIDWAY 2.45 1405. 2179. 2617. 3161. 3593. 4045. 6409. BRANCH NEW TRIB 20 ROUTE FROM INDIAN CREEK AT FM 15.45 4498. 7533. 9697. 12145. 14216. 16236. 28147. 544 TO RIVER MILE 1.4 21 ROUTE FROM INDIAN CK. AT R.M. 15.45 4073. 6771, 8573. 10690. 12499. 14293. 24555. 1.4 TO ELM FK. CONFLUENCE NEW TRIB 3! ROUTE FROM TIMBER CREEK AT _=0.60 3997. 7339. 9511. 11879. 13867. 15942, 27582. 1171 TO IH 35 E (UPPER CROSSING) 34 ROUTE FROM TIMBER CREEK AT 25.17 3673. 7452. 9789. 12369. 14503. !6888. 29856. IH35E (UPPER CROSSING) TO IK35E (LOWER CROSSING) NEW TRIB- - 41 ROUTE FROM DENTON CREEK AT SH 21.40 4178. 7018. 8952. 11503. 13807. 16226. n767. 121 TO RIVER MILE 3.90 NEW TRIB 51 ROUTE FROM HUTTON BRANCH AT 9.45 5347. 7671. 9109. 16752. 12144. 13581. 20367. IH 35 E TO ELM FORK COF, 1 EXECUTED ON 16 OCT 1490 AT 16:37:38 LEWISVILLE FLOOD INSURP10 STUDY COMPUTED PROBABILITY DISCIVM OPTION 1 INDEX LOCATION DA -S9. M1 2 YEAR 5 YEAR 18 YEAR 25 YEAR 50 YEAR 160 YEAR SPF NEW TRIB 55 ROUTE FROM GRAPEVINE CREEK AT 13.23 4346. 7829. 8784. IBM. 12179. 13885. 23140. SOUTH FORK TO ELM FORK CO F. NEW TRIB- - 62 SUMP AREA OF FARMERS 3.61 857. 1647. 2176. 2941. 4735. 4164. 6128. BR- CARROLLTON LEVEE CELL B ;o ROUTE FRCM COOKS BRANCH AT c.28 :952.G727. 2252. 391 ?. -�'E. X043. �:'.-• ST. LOUIS -SAN FRANCISCO RAILROAD TO ELM FORK COIF. NEW TRIB -- -- 2 YEAR 5 YEAR 16 YEAR 25 YEAR 58 YEAR 100 YEAR SPF 98 (35) DRAINAGE AREA OF TOES 10.93 71 SUMP AREA OF IRVINE 3.22 952. 1182. 1354. 1560. 2238. 2731. 3020. FCD- SECT.III LEVEE (VALLEY NEW TRI RANCH DEVELOPMENT) 104 ROUTE THRU BACHMPN LAKE - 12.59 76 SUMP AREA OF FARMERS 1.66 W. B95. 1119. 1352. 1539. 1728. 2880. BR- CARROLLTON LEVEE CELL A 105 ROUTE FROM BACIMIAN LAKE DAM 12.59 NEW TRIG 3610. 4575. 5681. 6897. 8163. 14379. TO ELM FORK COF. 81 (29) DRAINAGE AREA OF FARMERS 11.25 6450. 9364. 11172. 13492. 15192. 17038. 27494. BRANCH 1 (1) ELM FORT( D. A. BETWEEN 1.27 1530. NEW TRIB- 2370. 2811. 3157. 3511. 5192. PRAIRIE CREEK AND LEWISVILLE 68 (32) HWCKBERRY CK. O.A. 20.46 7246. 11346. 13973. 17003. 19530. 22156. 369%. BETWEEN ELM FORK COIF. AND 3 ELM FORK BELOW COW. WITH 7.82 s. 2840. 3582. COTTONWOOD CK. 5565. 6431. 7317. 12416. PRAIRIE CREEK 89 ROUTE FROM HACKBERRY CK. AT 20.46 7257. 11363. 13982. 17086. 19547. 22162. 3 37071. COTTONWOOD CK. TO ELM FORK 10098. 11889. 13501. 22635, STEWART CREEK (S.H. 121) CONE. 13 ELM FORK BELOW MIDWAY BRANCH 17.09 2445. 5024. NEW TRIG - -- -- -- 7623. 8528. 9521. 17762 95 SUMP AREA OF LAS COLINAS 2.33 519. 748. 871. 1004. 1113. 1222. 1868. IEVEE(LAKE CAROLYN) i 1 EXECUTED ON 16 OCT 1990 AT 16:37:39 LEWISVILLE FLOOD INSURANCE STUDY COMPUTED PROBABILITY DISCHARGE OPTION 1 INDEX LOCATION DR -SO.MI 2 YEAR 5 YEAR 16 YEAR 25 YEAR 58 YEAR 100 YEAR SPF 98 (35) DRAINAGE AREA OF TOES 10.93 7204. 10283. 12062. 14417. 16275. 18288. 29868. CREEL( NEW TRI 104 ROUTE THRU BACHMPN LAKE - 12.59 5164, 8375. 11169. 14369. 17184. 20208. 34150. STARTING ELEV. 438.1 FT MSL 105 ROUTE FROM BACIMIAN LAKE DAM 12.59 2294. 3610. 4575. 5681. 6897. 8163. 14379. TO ELM FORK COF. +WIN S 1 (1) ELM FORT( D. A. BETWEEN 1.27 1530. 2855. 2370. 2811. 3157. 3511. 5192. PRAIRIE CREEK AND LEWISVILLE DAM 3 ELM FORK BELOW COW. WITH 7.82 s. 2840. 3582. 4528. 5565. 6431. 7317. 12416. PRAIRIE CREEK 8 ELM FORM BELOW CONE. WITH 13.00 3547. 6370. 6107. 10098. 11889. 13501. 22635, STEWART CREEK (S.H. 121) 13 ELM FORK BELOW MIDWAY BRANCH 17.09 2445. 5024. 6439. 7623. 8528. 9521. 17762 CONF. 116 ROUTE FROM ELM FORK AT MIDWAY BRANCH TO INDIAN CREEK CONE. 22 ELM FORK BELOW CONFLUENCE WITH INDIAN CREEK 27 ROUTE FROM ELM FORK AT INDIAN CREEK TO IH35E 335 ELM FORK BELL TIMBER CR. CONFL (AT IH 35 E LONER CROSSING) 42 COMBINED DENTON CR. AND ELM FORT( BELOW TIMBER CR. _'0.81 2147. 4853. 485. 8082. 94U. 11137. 20847. 36.26 5805. 10960. 14379. 17958. 21089. 24255. 43411. 41.50 4560. M%. 12213. 15665. 18748. 22343. 42548. 66.67 7524. 15475. 28935. 26743. 31751. 37373. 69027. 92.55 9716. 21756. 29878. 337209. 44673, 52756. 97486. EXECUTED ON 16 OCT 1990 AT 16:37:40 LEWISVILLE FLOOD INSURANCE STUDY COMPUTED PROBABILITY DISCHARGE OPTION I INDEX LOCATION DA -SO.MI 2 'YEAR 5 YEAR 10 YEAR 'S YEAR 58 YEAR 100 YEAR SPF 4 ROUTE FROM ELM FORK AT :84.80 '520. 17257. 24447. 32546. 39939. 48560. 91188. F'JRNEAUX CK. TO CARROLLTON SAGE 2 ELM FORK BELOW HUTTON BRANCH 1:8.94 "309. :5910. 3407, 2 %10. 36544. 44247. 94291. - CONF. 56 ELM FORK BELOW GRAPEVINE 132.17 9165. 16843. '3281. 29434. 36588. 44647. 56181. CREEK 67 ELM FORK BELOW COOS BRANCH 139.08 8555. 15697, 22883. 29594. 36718. 44931. 96504. COIF. 77 ELM FORK BELOW CELL A SLUICE OUTLET 143. 8303. 15437, 22137. 29753. 37093. 45299. 86668. B2 ELM FORK BELOW FARMERS BRANCH 158.86 8394. 15294. 21951. 29552, 36910. 45289. 87392. COIF. 98 ELM FORK BELOW HAG(BERRY CK. 178.52 8633. 15552. 21646. 29754. 37281. 46116. 93882. COIF. 99 ELM FORK BELOW JIES CREEK 206.78 7053. 13985. 19787. 27148. 34562. 43585. 98313. COF 106 ELM FORK BELOW BACHMAN BRANCH 214.93 7807. 13888. 19492. 21187. 34991. 44524. 93895. CONE 109 ROUTE FROM ELM FORK AT 220.00 6933. 13438. 18 961. 26632. 334540, 44189. 92975. BAD" BRAJCN TO WEST FORK CONE INDEX POINT 1 : OPTION : EXECUTED ON 16 OCT 1990 AT11:40:35 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON (1) ELM FORK D. A. BETWEEN PRAIRIE CREEK AID LEWISVILLE DAN DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 1.27 SQUARE MILES - ----- - MAXIMUM - - - - -- DIVERSION FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE YEAR ;530. 0. .00 114. 0. 5 YEAR 2055. 0. .00 199. 0. 10 YEAR 2370. 0. .00 25 YEAR 2811. 0. .09 343. 0. 50 YEAR 3157. 0. .00 421. 0. 100 YEAR 3511. 0. .00 517. 0. SPF 5192. 0. m 1195. 0. - AVERAGE DATA -- DA -SILMI = :.27: :URBAN % = 5.06: - :CP 640 = ?60.00: :IMPERV % = 5.00: :% SAND = 20.00: 1 INDEX POINT 2 : OPTION 1 EXECUTED ON 16 OCT 1990 AT1I :40:41 LEWISVILIE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON (2) DRAINAGE AREA OF PRAIRIE CREEK DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 6.55 SOIARE MILES MAXIMUM DIVERSION FREQUENCY DISCHARGE STORAGE ELEVATION VOLLIE DISCIWK 2 YEAR 2025. 0. .00 634. 0. 5 YEAR 3509. 0. .00 1099. 0. 10 YEAR 4381. 0. 100 1437. 0. 25 YEAR 5353. 0. 00 1838. 0. 50 YEAR 6153. 0. 00 2218. 0. 190 YEAR 6972. 0. .00 2677. 0. SPF 11668. 0. .00 6128. d. AVERAGE DATA -- :DA -SO.MI = 6.55: :URBAN % = 35.N: :CP 640 = 460.06: :IMPERV :% SAND = 60.00: 1 INDEX POINT 3 : OPTION 1 EXECUTED ON 16 OCT 1990 AT11:41: 3 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ELM FORK BELOW CONE. WITH PRAIRIE CREEK COINCIDENT FLOW - SUMMARY SHEET - OPTION I DRAINAGE AREA 7.82 Sa ARE MILES - -- TRIBUTARY ABOVE -- + - MAINSTEM ABOVE + - MAINSTEM BELOW- - FREOUENCY PEAK -- COINCIDENT ON-- + PEAK - -- COINCIDENT ON -- + PEAK -- COINCIDENT ON--- DISCHARGE STEM ABOVE STEM BELOW + DISCHARGE 'RIB ABOVE STEM BELOW + DISCHARGE TRIB ABOVE STEM ABOVE 2 YEAR 2025. 15. ^2040. 1530. 270. 1800. 2040. 2011. 29. 5 YEAR 3w. 71. 3580. 209. 855. 2910. 3582. 3436. 146. 10 YEAR 4381. 130. 4511. 2370. 1377. 3746. 6528. 4304. 224. 25 YEAR 535m . 194. 5547. 2811. 1837. 6649. 5565. `269. 396. 50 YEAR 6153. 249. 6402. 3157. '332. 5389. 6431. 6854. 376. IM YEAR 6972. 317. 7289. 3511. 2660. 6170. 7317. 6866. 450, SPF 11668. 677. 12346. 5192. 5380. 10572. 12416. 11471. 945. AVERAGE DATA :DA -SO.MI = 7.82: :URBAN % _ 30.13: :CP 640 = 460.06: :IMPERV % = 17.56: :% SAND 53.50: + ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 7 : OPTION 1 EXECUTED ON 16 OCT 1990 AT11:41:31 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON !4I DRAINAGE AREA OF STEWART CREEK DISCHARGE POINT - SUMMARY SHEET - - , P" ,- -N DRAINAGE AREA 4.50 SQUARE MILES - - - - - -- -MAXIMUM - -- DIVERSION FREOIIENCY DISCHARSE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 2311. 0. .00 381. 0. 5 YEAR 3601. 0. 00 674. 0. 10 YEAR 4352. 0. 00 964. 6. 25 YEAR 5266. 0. .00 1180. 0. 50 YEAR 6002. 0. .00 1459. 0. 100 YEAR 6771. 6. 00 1805• 0. SPF 10890. 0. 00 4194. a. - -- - - - - -- AVERAGE DATA --- - - - - -- :DA -SO.MI = 4.50: :URBAN % = .00: :CP 540 460.00: :IMPERV % .00: :% SAND = 10.00: 1 INDEX POINT 8 : OPTION 1 EXECUTED ON 16 OCT 1990 AT11:42:18 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ELM FORK BELOW CONE. WITH STEWART CREEK (S.H. 121) COINCIDENT FLOW - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 13.00 SQUARE MILES -- TRIBUTARY ABOVE - * - MAINSTEM ABOVE + '- - MAINSTEM BELOW--- - FREMMY PENS - COINCIDENT ON-- -- * PEAK - COINCIDENT ON- * PEAK -- COINCIDENT ON-- DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIG ABOVE STEM BELOW * DISCHARGE TRIG WE STEM ABOVE 2 YEAR 2311. 1083. 3394. 1925. 9n. 2847. 3547. 2103. 1444. 5 YEAR 3681. 2648. 6250. 3572. 1924. 5496. 6370. 3261. 3109. 10 YEAR 4352. 3664. 8016. 4583. 2416. 6999. 8107. 3961. 4145. 25 YEAR 5266. 4695. 9%1. 5762. 3517. 9338. 10090. 4800. 5290. 50 YEAR 6002. 5712. 11714. 6727. 4143. 16870. !1609. 5491. 6318• :,0 YEAR E 771. E698. :3468. 7E93. +707. SPF 10898. 11646. 22537. 13036. B011. --- --- - - - - -- AVERAGE DATA - --'- :DA -SO.MI = 13.00: :URBAN % = 18.12: :CP 648 = 460.06: :IMPERV % = 10.57: :% SAND = 38.26: PLL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 12 : OPTION 1 EXECUTED ON 16 OCT 1998 AT11:43: 4 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON l6) DRAINAGE AREA OF MIDWAY BRANCH DISCHARGE POINT - SUMMARY SHEET - OPTION I CRAINAK AREA 2.45 SQUARE MILES - - - - - -- MAXIMUI - DIVERSION - F.E9UENCY DISCHARGE STORAGE ELEVATION 'OLUE DISCHARGE 2 YEAR 1405. 0. 00 205. 0. 5 YEAR 2179. 0. 08 366. 0. 10 YEAR 2617. 0. 00 492. 0. 25 YEAR 3161. 0. 08 642. 0. 50 YEAR 3593. 8. 00 794. 8. 100 YEAR 4045. 6. 8B 982. 8. SPF 6409. 0. 08 2277. 0. AVERAGE DATA :DA-SO.MI = 2.45: :URBAN % = 5.08: :CP 648 = 460.80: :IMPERV % :% SAND = 17.08: 1 :NDEX POINT 13 : OPTION 1 EXECUTED ON 16 OCT 1996 AT11:44:13 LEWISVILLE FLOOD INSURANCE STUDY 2x99. 3x01. E2H. _01. 21047. 22635. 18232. '2403. EVENT STORM CENTERING ON ELM FORK BELOW MIDWAY BRANCH C-M. COINCIDENT FLOW - SLWARY SHEET - ]PTION 1 DRAINAGE AREA 17.09 SM ARE MILES - -- TRIBUTARY ABOVE -- * --- MAINSTEM ABOVE - * -- MAINSTEM BELOW--- - FREOUENCY PEAR - COINCIDENT ON * PEAK -- COINCIDENT ON- * PEAK -- COINCIDENT ON- -- DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM BELOW * DISCHARGE TRIG ABOVE STEM ABOVE 2 YEAR 1405. 318. 1724. 2318. 114. 2432. 2445. 192. 2253. 5 YEAR 2179. 877. 3056. 4648. 3 314. 4962. 5024. 466. 4558. 10 YEAR 2617. 2051. 4668. 5586. 3345. 5931. 6439. 1326. 5113. 25 YEAR 3161. 3.1 1 26. 6481. 6551. 476. 7028. 7623. 2419. X204. 50 YEAR 3593. 4433. 8026. 7422. 501. 8023. 8528. 2779. 5749, 100 YEAR 4045. 5890. 9135. 8383. 615. 8997. 9521. 3140. 6381. SPF 6409. 7665. 14074. ,6211. : +03. 17613. 17762. 1880. 15952. - - - - - -- AVERAGE DATA - ----- - - - -- -- :DA -SO.MI = 17.09: :URBAN % 14.50: :CP 640 = 460.00: :IMPERV % = 9.64: :% SAND = 32.50: * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORK CENTERIMSS 1 INDEX POINT 16 : OPTION 1 EXECUTED ON 16 OCT 1990 AT11:45:20 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ROUTE FROM ELM FORK AT MIDWAY BRANCH TO INDIAN CREEK CONE. DISCHARGE POINT - 6' NARY SHEET - OPTION 1 DRAINAGE AREA 20.81 SQURRE MILES - - -- MAXIMUM DIVERSION FREQUENCY DISCHARGE STOW ELEVATION VOLUME DISCHARGE 2 YEAR 2147. 568. 445.16 1726. 0. 5 YEAR 4853. 938. 448.14 3105. 0. 10 YEAR 6485. 1153, 448.83 4160. 0. 25 YEAR 9082. 1362 549.41 5408. 0. 50 YEAR ?480. 1545. 449.91 6650. 0. 100 YEPR 11137. 1735. 450.30 8181. 1. SPF 20847. 2744. 452.00 18792. 0. - - -- - -- AVERAGE DATA :DA -%- .MI = 20.81: :URBAN % = 11.91: :CP 640 = 460.00: :IMPERV % = 6.60: :% SAND = 29.37: 1 INDEX POINT 20 : OPTION 1 EXECUTED ON 16 OCT 19% AT11:46:42 LEWISVILLE FLOOD INSURANCE STUDY E6W STORM CENTERING ON ROUTE FROM INDIAN CREEK AT FM 544 TO RIVER MILE 1.4 DISCHiARGE POINT - SUMARY SHEET - OPTION 1 DRAINPGE AREA .5.45 SQUARE MILES -- MAXIMUM - - - - -- DIVERSION FAEOLENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 'EAR 4498. 95. 453.27 +3+++++f+t 0. 5 YEAR 7533, 160. 454.18 10 YEAR %97. 199. 454.47 0. 25 YEAR 12145. 236. 454.71 0. 56 YEAR 14216. 268. 454.92 *t++*++f++ 0. 100 YEAR 16236. 2%. 455.12 *+1+Illi* 0. SPF 28147. 456. 45197 1807636. 0. -- AVERAGE DATA :DA -SO.MI = 15.45: :URBAN % = .80: :CP 640 = 460.00: :IMPERV % = 00: ;% SAND = 5.00: 1 INDEX POINT 21 OPTION I EXECUTED ON 16 OCT 19% AT11:48:42 E Wi- I I Fl COD INSURANCE STUDY EVENT STORM CENTERING ON ROUTE FROM INDIAN CK. AT R.M. 1.4 TO ELM FK. CONFLUENCE DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 15.45 SM ARE MILES - - -- MAXIMUM DIVERSION FREIIUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 4073. 224. .00 ++++++++++ 0. YEAR 6771. 372. . 00 ++++++++++ 0. 10 YEAR 8573. 472. .00 **++++++*+ 0. 25 YEAR 10690. 588. .00 ++++++++++ 0. 50 YEAR 12499. 694. ,00 + + ++++++++ 0. 1¢0 I �,R 14293. 615. '00 +++++++ + ++ B. SPF 24555. 1473. 0a 14122. 0. --- - - - - -- AVERASE DATA - :DA-SO.MI = :5.45: :URBAN % _ .00: :CP 640 = 460.00: :IMPERV % _ .@a- :% SAND = 5.00: 1 INDEX POINT 22 : OPTION 1 EXECUTED ON 16 OCT 1996 AT11:50:52 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ELM FORK BELOW CONFLUENCE WITH INDIAN CREEK COINCIDENT FLOW - SUMMARY SHEET - OPTION I DRAINAGE AREA 36.26 SQUARE MILES - TRIBUTARY ABOVE + -- MAINSTEM ABOVE + --- MAINSTEM BELOW - FREOUENCY PEAK - -COINCIDENT ON + PEAK - COINCIDENT ON + PEAK -- COINCIDENT ON- DISCHRRGE STEM ABOVE STEM BELOW + DISCHARGE ':RIB ABOVE STEM BELOW + DISCHARGE TRIB ABOVE STEM ABOVE 2 YEAR 4073. 1723. 5796. 2147. 3658. 5805. 5805. 3816. 1989. 5 YEAR 6771. 4169. 10940. 1853. 5453. 10305. 10960. 6355. 4606. 10 YEAR 9573. 5806. 14379. 6485. '498. 13983. 14379. 8157. 6221. 50 YEAR 12499. 8590. 21089. 11988. 9480. 10055. 110 YEAR 14293. 9942. 24235. 13539. 11137. 11944. SPF 24555. 18856. 43411. 23537. 20847. 21455. - - - - - - -- AVERAGE DATA -- - -- :DA -SO.MI = 36.26: :URBAN % = 6.84: :CP 640 = 460.00: :IMPERV % = 3.79: :% SAND = 18.99: * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 27 : OPTION 1 EXECUTED ON 16 OCT 1990 AT11:54:20 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON gOUTE FROM ELM FORK AT INDIAN CREEK TO IH35E DISCHARGE POINT - SUMMARY DIEET - OPTION 1 DRAINAGE AREA 41.50 SGUPRE MILES - - - - - -- +VIXIMUM - DIVERSION FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 4560. 876. 447.26 3311. 0. YEAR 3892. 1560. 448.79 5976. 0. 10 YEAR 12213. 2004. 449.43 8043. 0. 25 YEAR 15665. 2424. 449.95 10486. & 50 YEAR 18748. 2799. 450.41 12959. 0. 100 YEAR 22343. 3188. 450.83 16006. 0. SPF 42548. 4944. 452.58 36739. 0. AVERAGE DATA -- :DA -SO.MI = 41.58: :URBAN % = 7.92: :CP 640 = 460 m. :IMPERV % = 5.26: :% SAND = 17.94: 19536. 21089. 11988. 9101. 23881. 224255. 13539. 10717. 42301. 43411. 23537. 19874. : P ::1DE;x p1AT =. Ti3N EXECUTED - .N . LEWISVILLE FLOOD INSURANCE STUDY :1MPERV % = 18.58: EVENT STORM CENTERING ON ROUTE FROM TIMBER CREEK AT 1171 TO IH 35 E (UPPER CROSSING) DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 20.60 SQUARE MILES EVENT STORM CENTERING ON - - ---- 4AXIMUi - ROUTE FROM TIMBER CREEK AT IH35E (UPPER CROSSING) TO IH35E (LDWER CROSSI DIVERSION FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 3997. 93. 455.25 14401. 0. YEAR 7339. 164. 455.% 416435. 0. 10 YEAR 9511. 2!0. 456.32 552811. 0. 25 YEAR 11879. 259. 456.59 11387460. 0. 50 YEAR 13867. 300. 456.79 1723089. 0. !00 YEAP :.942. :41. 456.99 33423340. 0. CPF 27582. M. 457.95 18577. 0. AVERAGE DATA :DA -SO.M1 = `0.60: :URBAN % 18.58: :CP 640 = 460.00: :1MPERV % = 18.58: :% SAND = 72.28: ! INDEX POINT 34 : OPTION 1 EXECUTED ON 16 OCT 19% AT12: 0:23 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ROUTE FROM TIMBER CREEK AT IH35E (UPPER CROSSING) TO IH35E (LDWER CROSSI DISCHARGE POINT - SL" SHEET - OPTION 1 DRAINAGE PREA 25.17 SQUARE MILES - - -- MAXIMUM DIVERSION FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 3673. 820. 451.54 2269. 0 5 YEAR '452. 1016. 452.91 4031. 0. 10 YEAR 9789. 1134, 453.64 5327. 0. 25 YEAR 12369. 1251. 454.+6 5836. 1. 50 YEAR 14503. 1346. 455.14 9262. 0. 124 YEAR 16888. 1444. 455.94 9993. 0. SPF 29856. 1949. 460.25 22708. 0. - AVERAGE DATA DR-SO. MI = 25.17: :URBAN % 20.65: :CP 640 = 460.00: :IMPERV % = 20.65: :% SIB = 68.24: 1 INDEX POINT 35 : OPTION 1 EXECUTED ON 16 OCT 1990 AT12: 3: 3 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ELM FORK BELOW TIMBER CR. COWL !AT IH 35 E LOWER CROSSING) COINCIDENT FLOW - SUMMARY SHEET - OPTION DRAINAGE AREA 66.67 SOIARE MILES -- TRIBUTARY ABOVE * -- MRINSTEM ABOVE - * - -MRINSTEM BELOI----- FREOUENCY PEAK - COINCIDENT ON- * PEAK - COINCIDENT ON- * PEAK -- COINCIDENT ON - - -- DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIG ABOVE STEM BELOW * DISCHARGE TRIG ABOVE STEM ABOVE 2 YEAR 3673. 3839. 7512. 4560. 2844. 7463. 7524. 33228. 4296. 5 YEAR 7452. 8023. 15475. 8892. 6583. 15475. 15475. 6929. 8546. 10 YEAR 9789. 11146. 20935. 12213. 8722. 20935. 20935. 9160. 11775. 25 YEAR 12369. 14342. 26711. 15665. 11078. 26743. 26743. 11564. 15180. 50 YEAR 14503. 17095. 31597. 18748. 12836. 31584. 31751. 13611. 18140. 100 YEAR 16888. 20485, 37373. 22343. 15025. 37368. 37373. 15885. 21488. SPF 29856. 37945. 67801. 42548. 26110. 68658. 69027. 28089. 40938. - - -- AVERAGE DATA - :DA -SO.MI = 66.67: :URBAN % = 12.73: :CP 640 = +60.00: :IMPERV % 11.07: :q C;-NL' * ALL ;QSCHARGES AND COIIICLENT FLOWS =RE SASED ON CRITICAL STORM CENTEP,INGS 1 INDEX POINT wl : OPTION 1 EXECUTED CN 16 OCT :990 AT12: 9:30 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ROUTE FROM DENTON CREEK AT SH 121 TO RIVER MILE 3.90 OISCHARGE POINT - SUMMARY SHEET - OPTION I DRAINAGE AREA 21.40 SDUARE ^TILES -- -- - - -- MAXIMUM DIVERSION FREM ENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 4178. 73. 442.60 3'05. 0. 5 YEAR 7018. 165. 446.02 6234. d. 10 YEAR 8952. 236. 447.95 8411. 0. 25 YEAR 11503. 312. 449.30 21973. 6. 2 .0 YEAR 13807. 369. 449.76 6741. 0. 100 YEAR 16226. 424. 458.15 16584. 0. SPF 29767. 667. 451.29 18972. 0. - - -- AVERAGE DATA :DA -SO.MI = 21.40: :URBAN % = 7.66: :CP 640 = 460.00: :IMPERV % = 7.66: :% SAND = 51.68: 1 INDEX POINT 42 : OPTION I EXECUTED ON 16 OCT 1990 AT12:17:33 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON COMBINED DENTONN CR. AND ELM FORK BELOW TIMBER CR. COINCIDENT FLOW - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 92.55 SURE MILES - TRIBUTARY ABOVE * - IAINSTEM ABOVE * - MAINSTEM BLOW --- - FREOl1FNCY PEAK -- COINCIDENT ON- * PEAK -- COINCIDENT ON- * PEAK ---- COINCIDENT ON-- DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIG ABOVE STEM BELOW * DISCHARGE TRIB ABO\1VE STEM ABOVE 2 YEAR 4178. 4806. 8984. 7650. 1611. 9261. 9716. 3205. 5511. 5 YEAR 7018. 14694. 21712. 15649. 5907. 21756. 21756. 6304. 55452. I0 YEAR 9952. 19942. 29994. 2102. 7`68. 25 YEAR 11503. 25342. 36844. 27656. 9553. 50 YEAR 13807, 30866. +4673. 32900. 11773. 100 YEAR 16226. 36306. 52532, 38965. 13791. SPF 29767. 63936. 93702. 72411. 24134. AVERAGE DATA :DA-SO.MI = 32.55: :URBAN x = 10.94: :CP 640 = 460.00: :IMPERV x = 9.75: :% SAND = 40.49: 4 ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 1NkX POINT 46 : OPTION 1 EXECUTED !bV 16 OCT 1490 AT12:25:36 _EWISVILLE FLOOD 14SURANCE STUDY EVENT STORM CENTERING ON ROUTE FROM ELM FORK AT FURNEAUX CK. TO CARROLLTON GAGE DISCHARGE POINT - SUMMARY SHEET - OPTION I DRAINAGE AREA 104.00 SQUARE MILES - - -- MAXIMUM -- - DIVERSION cREOUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 7520. 675. 439.71 7958. 0. 5 YEAR 17257. 1647. 441.73 14573. 0. 18 YEAR 24447. 2345. 442.91 1%47. 6. 25 YEAR 32546. 3065. 444.03 25569. 0. 50 YEAR 39939. 33599. 444.69 31494. 0. 100 YEAR 48568. 4141. 445.30 38816. 0. SPF 91188. 7195. 448.88 86885. 0. -- AVERAGE DATA - -- :DA-S0.MI = 104.00: :URBAN % = 13.04: _9070. 29070. 9049. 21x 1. 37269. 337289. 10098. 27110. 44673. 44673. 12395. 32277, 52756. 52756. 14548. 30200. 96544. 97486. 26334. 71153. :LP X40 = -60.'a: ::^IPRE :% SAND = 36.47: 1 INDEX POINT 51 OPTION 1 EXECUTED ON 16 OCT 1990 AT12:34:12 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ROUTE FROM HUTTON BRANCH AT IH 35 E TO ELM FORK CODE. DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 9.45 SQUARE MILES -- MAXIMUM DIVERSION FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 5347. 69. 431.86 + +++++++++ 0. 5 YEAR 7671. 98. 433.91 233766600. 0. 10 YEAR 9109. 120. 435.02 ++++++++++ 0. 25 YEAR 10752. 148. 436.15 + +++++++++ a. 510 YEAR 2144. 175. 436.39 ++++sa+++t a. 100 YEAR 13581. M. 437.85 ++++++++++ 0. SPF 20367. 417. 441.25 9537295. 0. AVERAGE DATA :DA -SQ.MI = 9.45: :URBAN % 38.00: :CP 640 = 460.00: :IMPERV % = 30.01: :% SAND = 5.00: 1 INDEX POINT 52 : OPTION 1 EXECUTED ON 16 OCT 1990 AT12:43:43 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ELM FORK BELOW HUTTON BRANCH COW. COINCIDENT FLOW - SUMMARY SHEET - OPTION : DRAINAGE AREA 118.94 SQUARE MILES - TRIBUTARY ABOVE + -- MAINSTEM ABOVE- + - MAINSTEM BELOW- - FREQLO CY PEAK -- COINCIDENT ON- + PEAK --- -COINCIDENT ON- + PEAK —COINCIDENT ON- DISCHARGE STEM ABOVE STEM BELOW + DISCHARGE TRIB ABOVE STEM BELOW + DISCHARGE ?RIB ABOVE STEM ABOVE 2 YEAR 5347. 562. 5909. 7287. 21. 7309. 7309. 87. 7222. 5 'TEAR '571. 3164. :u83.. : °915. 3. 10 YEAR 3109. 4711. 13820. 22407. 0. 25 YEAR 12752. 7317. 18064. 29688. 3. 50 YEAR 12144. 9094. 21238. 36583. 41. 100 YEAR 13581. 11499. 25808. 44858. 189. SPF 28367. 34555. 54922. 83373. 918. - AVERAGE DATA -- :DA-SQ.MI = 118.94: :URBAN % = 14.71: :CP 648 = 468. N: :IMPERV % _ '.3.78: :% SAND = 35.06: 4 ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS INDEX POINT 55 : OPTION i EXECUTED ON 15 OCT :990 AT12:53:12 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ROUTE FROM GRAPEVINE CREEK AT SOUTH FORK TO ELM FORK CONE. DISCHARGE POINT - %AMY SHEET - OPTION I DRAINAGE AREA 13.23 SQUARE MILES MAXIMUM DIVERSION FREGUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 4346. 74. 433.59 22445690. 0. 5 YEAR 7029. 106. 435.67 1155488. 8. 10 YEAR 8704. 124. 436.69 93986. 8. 25 YEAR 18680. 143. 437.72 955777. 0. 50 YEAR 12179. 159. 438.56 36114. 0. '100 YEAR 13805. 174. 439.38 5588772. 0. SPF 23140. 255. 443.07 12505. 0. ---- -- - - -- AVERAGE DATA - :DA -SO.MI = 13.23: :URBAN % = 38.00: : °310. :53 ;:. .18. :57K. 22407. 22407. 147. 2&60. 2%10. 2%10. 187. 29423. 36544. 36544. 242. 36382. 44247. 44247. 405. 43841. 84291. 84291. 1370. 82921. :CP 640 = 460.00: :IMPERV X = 6 1 0.00: :x SAND = 25.00: INDEX POINT 56 : OPTION I EXECUTED ON 16 OCT 19% AT13: 3:29 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ELM FORK BELOW GRAPEVINE CREEK COINCIDENT FLOW - SUMMARY SHEET - OPTION I DRAINAGE AREA 132.17 SQUARE MILES - -- TRIBUTARY ABOVE- t - - -- MAINSTEM ABOVE + --- t4AINSTEM BELOW- -- FREQ1ENCY PEAK -- COINCIDENT ON- + PEAK - COINCIDENT M---- * PEAK -- COINCIDENT ON— DISCHARGE STEM ABOVE STEM BELOW + DISCHARGE TRIB ABOVE STEM BELOW + DISCHARGE TRIG ABOVE STEM ABOVE 2 YEAR 4346. 4299. 8645. 7237. 94. 7331. 9165. 33334. 5830. 5 YEAR 7029. 8655. 15685. 15782. 106. 15888. 16643. 5708. 10335. 10 YEAR 8704. 1 2108. 20811. 22140. 141. 22281. 22281. 317. 21964. 25 YEAR 10600. 15573. 26172. ?9241. !93. 29434. 29434. 4i4. 'Mi. 50 YEAR 12179. 18505. 30684. 36149. 359. 36588. 36508. 598. 35909. 100 YEAR Imm. 21903. :5708. 43887. 699, 44586. 44647. !063. 43584. SPF 23140. 48430. 71569. 83835. 2166. 86881. 86181. 3031. 83150. AVERAGE DATA :DA -SO.MI = 132.17: :URBAN % = 16.24: :CP 646 = 468.08: :IMPERV % _ 14.40: :% SAND = 34.05: ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 62 : OPTION I EXECUTED ON 16 OCT 1998 AT13:13:47 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON SIAM AREA OF FARMERS BR- CARROLLTON LEVEE CELL B DISCHARGE POINT - SUMMARY SHEET - OPTION i DRAINAGE AREA 3.61 SURE MILES - -- vXIMUM - DIVERSION = REQIENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 25 YEAR n41. 5 %. 422.94 915. 0. 5 YEAR 1647. 427, 420.61 587. 0. 10 YEAR 2176. 509. 421.77 694. 0. 25 YEAR n41. 5 %. 422.94 915. 0. 50 YEAR 4734. 720. 424.42 1559. 0. 100 YEAR 4164. 826. 425.57 1488. 0. SPF 6128. 1325. 430.07 3909. 0. - 3252. AVERAGE DATA - 430.20 381599. & :DA -SO.MI = 3.61: :URBAN % = 45.00: :CP 648 468.00: :IMPERV x = n. 00: :% SAND = 10.00: 1 INDEX POINT 66 OPTION . EXECUTED ON 16 OCT :9% AT13:14:46 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ROUTE FROM COOKS BRANDM AT ST. LOUIS -SAN FRANCISCO RAILROAD TO ELM FORK DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 2.28 SaARE 41LES ---- -- MAXIMUM DIVERSION FREMMY DISCHARGE STORAGE ELEVATION VOLUME DISDIRRGE 2 YEAR 1952. 52. 426.50 1281723. 6. 5 YEAR 2727. 67. 429.07 10 YEAR 3252. 76, 430.20 381599. & 25 YEAR 3913. 86. 430.73 ++tt+e++t+ & 9 50 YEAR 4472. 94. 431.13 226876300. 8. 100 YEAR 5043. 101. 431.53 519976. & SPF 7817. 138. 433.20 3 7 7228. & - -- -- AVERAGE DATA - DA-so. ill = J: ;URBAN x = ?s.aH: :CP 648 = 460.00: :IMPERV x = 40.08: :x SAND = 5.00: INDEX POINT 67 OPTION I EXECUTED ON 16 OCT 1990 AT13:26:57 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ELM FORK BELOW COOKS BRANCH COW. COINCIDENT FLOW - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 139.08 SQUARE MILES - TRIBUTARY ABOVE- * - MAINSTEM ABOVE- + - MAINSTEM BELOW - FREOUENCY PEAK ON- *PEAK -- COINCIDENT O1--- * PEAK -- COINCIDENT ON-- DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIG ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM ABOVE 2 YEAR 1952. 509. 2461. 8432. 123. 8555. 8555. 137. 8418. 5 YEAR 2727. 1878. 46M. 15700. 0. 15697. 15697. 19. 15678. 10 YEAR ='52. 3461. 67 3. ?2085. 0. ;2083. 2.'083. 24. 22 8. 25 YEAR ;913. 5664. 9597. 29597, 8. 29594. 29594. Ze 2v9564. 50 YEAR 4472. 6854. 11326. 36706. 12. 36718. 36718. 48. 36670. 100 YEAR 5043. 11325. 16368. 44889. 42. 44931. 44931. Be. 44851. SPF 7817. 31865. 39682. 86351. 154. 86504, 86504. 261. 96244. AVERAGE DATA DA-SQ. MI = 139.08: :URBAN x 18.16: :CP 640 = 468.00: :IMPERV x = 14.99: :% SAND = 32.92: + ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINSS 1 INDEX POINT 71 : OPTION I EXECUTED ON 16 OCT 1990 AT13:39: 7 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON SUMP AREA OF IRVINE FCD- SECT.III LEVEE (VALLEY RANCH DEVELOPMENT) DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 3.22 SQUARE MILES - - - - -- MAXIMUM - -- DIVERSION FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 952. 217. 422.00 403. J. 5 YEAR 1182. 341. 423.43 619. 0. 10 YEAR '.354. 427. 424.38 787. 0. 25 YEAR 1560. 528. 425.44 983. 0. 50 YEAR 2238. 682. 426.20 1165. 0. 100 YEAR 2731. 665. 026.79 1411. 0. SPF 3020. 1261. 431.71 M. 0. - ---- AVERAGE DATA 423.74 665. :DA -SQ.MI = 3.22: :URBAN % = 60.00: :CP 640 = 060.00: :IMPERV % = 38.00: :% SAND = .30: 1!DIEX POINT 76 : OPTION 1 EXECUTED ON 16 OCT 1990 AT13:40:11 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON SUMP AREA OF FARMERS BR- CARROLLTON LEVEE CELL A DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 1.66 SDUARE MILES - MAXIMUI DIVERSION FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 583. 35. 419.% 139. 6. 5 YEAR 895. 80. 421.33 260. 8. 10 YEAR 1119, 106. 422.04 349. 0. 25 YEAR 1352. 134. 422.71 452. 0. 50 YEAR 1539. 157. 423.23 548. 0. -- 100 YEAR 1728. 182. 423.74 665. 0. SPF 2880. 324. 426.36 M. 0. ------------------- - - - - -- 4ERP E .ATP ----- - ---- - --- -------- :DA -SO.MI = 1.66: :URBAN % = 20.00: :CP 640 = 460.80: :IMPERV % = 15.00: :% SAND = 98.0s: 1 INDEX POINT 77 : OPTION 1 EXECUTED ON 16 OCT 19% AT13:54:38 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ELM FORK BELOW CELL A SLUICE OUTLET COINCIDENT FLOW - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 143.96 SURE MILES - - -- TRIBUTARY ABOVE * - MAINSTEM ABOVE * --- MAINSTEM BEIAW- FREOUENCY PEAK - COINCIDENT ON * PEAK - COINCIDENT ON- * PEAK - -COINCIDENT ON-- DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM BELL * DISCHARGE TRIB ABOVE STEM ABOVE 2 YEAR 503. 2998. 3501. 8312. 0. 8303. 8303. 0. 8303. YEAR 995. 4247. 5141. 15452. 0. 15437. :5431. 0. 15437. i8 YEAR 1119. 6338. 1456. 22155. 0. 22137. 22!37. 2. 22135. 25 YEAR 1352. 8954. 10306. 29772. 0. 29753. n753. 3. 29749. 50 YEAR 1539. 11922. 13461. 36895. 198. 37093. 37893. 223. 36870. 100 YEAR 1728. 16099. 17827. 45102. 197. 45299. 45299. 223. 45076. SPF 2880. 48165. 51845. 96515. 145. 86660. 86660. 223. 86437. AVERAGE DATA :DA -SO.MI = 143.%: :URBAN % = 19.11: :CP 646 = 468.00: :IMPERV % = 15.33: :% SAND = 32.84: * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 31 : OPTION 1 EXECUTED ON 16 OCT 1990 AT14: 9: 1 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON :291 DRAINAGE AREA OF FARMERS BRANCH DISCHARGE POINT - SUMMARY SHEET - OPTION i DRAINAGE AREA 11.25 SQIARE MILES - ---- - - - - -- '+AXIMUM -- -- -- - - - - -- DIVERSION = DEOIffNCY DISCHARGE STORAGE ELEVATION 'OLLME DISCHARGE 2 YEAR 6450. 0. .00 1364. 0. 5 YEAR 9364. 0. a0 2115. 0. 10 YEAR 11172. 0. .00 2699. 0. 25 YEAR 13402. 0. .00 3375. 0. 50 YEAR 15192. 0. .00 4 .839. 0. 120 YEAR 17038. 0. a0 4814. 0. SPF 27494. a. 0B 11050. 0. -- AVERAGE DATA :DA -SO.MI = 11.25: :URBAN % _ 7 0.00: :CP 640 +68.00: :LMPERV % = 30.00: :% SAND = 5.00: 1 INDEX POINT B2 : OPTION 1 EXECUTED ON 16 OCT 1990 AT14:23:52 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ELM FORK BELOW FARMERS BRANCH CONE. COINCIDENT FLOW - SUMMARY 51fET - OPTION 1 DRAINAGE AREA 158.06 S(IUARE MILES - TRIBUTARY ABOVE * - -MAINSTEM ABOVE * IWO BEI.OM --- -- FREG ENCY PEAK ON- * PEAK - COINCIDENT ON + PEAK - COINCIDENT ON-- -- DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM ABOVE 2 YEAR 6450. 0. 5508. 8205. 190. 8394. 8394. 248. 8147. 5 YEAR 9364. 3. 8680. 15380. 0. 15294. 15294. 12. 15282. 10 YEAR 11172. 920. 12092. 22857. 0. 21951. 21951. 21. 21930. 25 YEAR 13402. ?...39. 16741. 29661. 0. 29552. 2 35. 29517. `0 YEAR 15192. 7065. '3257. 36997. 0. 36910. 36910. 71. 36839. 100 YEAR 17038. 11089. 28127. 45217. 0. 45209. 45209. 160. 45849. SPF 7494. 35707. 63201. 96726. -- °-- - --- AVERAGE DATA -- -- - --- :DA -SO. MI = 158.06: :URBAN % = 22.75: 565. 37391. 37392. 1231. 8611. :CP 640 = 460.00: :1MPERV % = 16.27: :% SAND = 31.08: + ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS I INDEX POINT 88 : OPTION 1 EXECUTED ON 16 OCT 1990 AT14:38:44 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON (32) HPCKBERRY CK. D.A. BETWEEN ELM FORK CONE. AND COTTONWOOD CK. DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 20.46 SQUARE MILES - - -- MAXIMUM DIVERSION FREGUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 7246. 0. .00 1 .953. 0. 5 YEAR 11346. .. 00 3268. 0. 10 YEAR 13973. 0. 00 4307. 0. 25 YEAR 17003. 0. .00 5528. 0. 50 YEAR 19530. 0. 00 6772. 0. 100 YEAR 22156. 0. .00 8274. & SPF 36986. 0. .00 19045. 0. - AVERAGE DATA :DA-SQ. MI = 20.46: :URBAN % = 16.23: :CP 640 = 460.00: :IMPERV % = I& 45: :% SAND = .33: 1 INDEX POINT 89 : OPTION I EXECUTED ON 16 OCT 1990 AT14:39:23 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ROUTE FROM HACKBERRY CK. AT COTTONWOOD CK. TO ELM FORK COME. DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 20.46 SOUARE MILES - - - - - -- VAX IKIM - -- DIVERSION FREOUENLY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 7257. 68. 415.99 ++++++*+++ 0. 5 YEAR 11363. 34. 417.45 16 YEAR 13982. 110. 418.26 25 YEAR 17006. 126. 419.08 + +++++++++ 0. 50 YEAR 19547. 140. 419.7B + + ++++++++ 0. 100 YEAR 22162. 153. 420.42 *ff"+++++ 0. SPF 37071. 230. 423.44 76180. 0. --- - - - - -- AVERAGE DATA - :CA -SO.MI = 20.46: :URBAN % = 16.23: - :CP 640 = 460.00: :IMPERV % _ :0.45: :% SAND = .33: 1 INDEX POINT 90 : OPTION 1 EXECUTED ON 16 OCT :990 AT14:55:11 L.EWISVILL.E FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ELM FORM BELOW HACKBERRY CK. CON-. COINCIDENT FLOW - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 178.52 SGIARE MILES - TRIBUTARY ABOVE + - MAINSTEM ABOVE + - MAINSTEM BELOIF FREGIENCY PEAK -- COINCIDENT ON + PEAK --- COINCIDENT ON-- + PEAK --- COINCIDENT ON DISCHARGE STEM ABOVE STEM BELOW + DISCHARGE TRIG ABOVE STEM BELOW + DISCHARGE TRIB ABOVE STEM ABOVE 2 YEAR 7257. 1187. 8444. 7532. 278. 7811. 8633. 5619. 3014. 5 YEAR 11363. 3172. 14535, 15020. 0. 14904. 15552. 1612. 13940. i0 YEAR 13982. 5409. 19391. 21544. 0. 21407. 21646. 3314. 18331. 25 YEAR 17006. 3174. 261 Be. 29112. 0. 28974. 29754. 5068. 24686. 50 YEAR 19547. 13968. 33515. 36378. 0. 36297. 37281. 8087. 29194. .��o VEAR - -. =2. : 71r. lar. 4a20. :4. SPF 37071. 51741. 86812. 86737. 1431. ---- ----- - - - - -- AVERAGE DATA -- - :DA-SQ. Ml = 178.52: :URBAN % _ 22.00: :CP 640 = 460.00: :IMPERV % = 15.61: :% SAND = 27.56: * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS I INDEX POINT 95 : OPTION 1 EXECUTED ON 16 OCT 1990 AT15:10.56 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON SUMP AREA OF LAS COLINAS LEVEEALAKE CARCLYNI DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 2.33 SQUARE MILES - - - - -- MAXIMUM -- DIVERSION 7REOUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 519. 27 8. 4c0. 3 188. 0. 5 YEAR '48. 28%. 421.'4 344. 0. 10 YEAR 971. 2972. 421., 466. 0. 25 YEAR 1004. 3063. 422.52 608. 0. 50 YEAR 1113. 3138. 423.13 748. 0. 100 YEAR 1222. 3218. 423.77 910. 0. SPF 1868. 3717. 427.80 2230. 0. AVERAGE DATA :DA -SO.MI = 2.33: :URBAN % = 8&00: :CP 640 = 460.00: :IMPERV % = 30.06: :% SAND = 2.00: I INDEX POINT 98 : OPTION 1 EXECUTED ON 16 OCT 19% AT15.11:10 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON !351 DRAINAGE AREA OF 1GES CREEK !F iC7. 88168. 93802. 23216. 70587. �ISCHARSE ' - - JMMARY SHEET - '�PTICN :URBAN % = 100.00: ;;RAINAGE aREA :0. ?3 SQUARE MILES = 460.00: :IMPERV % = 46.00: 1. - - - - -- MAXIMUM -- 16275. DIVERSION FREOUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCARGE 2 YEAR 7204. 0. .00 1451 0. 5 YEAR 10203. 0. .00 2197. 0. 10 YEAR 12062. 0. .00 2767. 0. 2 5 YEAR 14417. 0. .00 3424. 0. 50 YEAR 16275. 0. .00 4056. 0. 100 YEAR 18200. 0. .00 4784. 0. SPF 2906 0. .00 10941. a. -- -- AVERAGE DATA -- - DA-So. MI = 10.933: :URBAN % = 100.00: :CP 640 = 460.00: :IMPERV % = 46.00: :% SAND 1 INDEX POINT 99 : OPTION 1 EXECUTED ON 16 OCT 1990 AT15:27:51 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ELM FORK BELOW JOSS CREEK CODE COINCIDENT ROW - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 280.78 SQUARE MILES - TRIBUTARY ABOVE * - MAINSTEM REM * - MAINSTEM BELOW---- - FREOUENCY PEAK - COINCIDENT OM- * PEW( --- COINCIDENT ON-- * PEAK - -- COINCIDENT ON -- DISCHARGE STEM ABOVE STEM SEA * DISCHARGE TRIB ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM ABOVE 2 YEAR 7284. 0. 5687. 7087. 0. 7053. 705.3. 0. 7053. 5 YEAR 10283. 0. 8434. 14051. 0. 13985. 13985. 0. 13985. 10 YEAR 12062. 0. 11225. 19881. 0. 19787. 19787. 0. 19766. 25 YEAR 14417. 0. 14119. 27247. 0. 27148. 27148. 1. 27147. 58 YEAR 16275. 558. 16832. 34670. 0. 34562. 34562. 1. 34560. 100 YEAR 16280. :521. 19721. 43693. 0. 43585. +3585. 5. 43580. SPF 29060. 20470. 49531. 89541. 758. 90299. 90313. 1418. 88895. - - - AVERAGE DATA -- -- ;DA -SO.MI = 286.78: :URBAN % 28.18: :CP 646 = 460.00: :1MPERV % = 17.52: :% SAND 27.76: t ALL DISCHARGES AND COINCIDENT FLOWS ARE BAS© ON CRITICAL STORM CENTERINGS 1 INDEX POINT 104 : OPTION 1 EXECUTED ON 16 OCT 1990 AT15:44:34 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ROUTE THRU BACHMAN LAKE - STARTING ELEV. 438.1 FT MSL DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 12.59 SGUARE MILES -- - - - --- MAXIMUM - - -- - -- DIVERSION FREOLENCY DISCHARGE STORAGE ELEVATION ''OLUME DISCHARGE 2 YEAR 5164. 1551. 442.30 1680. 0. 5 YEAR 8375. 1779. 443.66 2531. 0. 10 YEAR 11169. 1895. 444.35 3186. 0. 25 YEAR 14369. 2001. 444.97 3941. 8. 50 YEAR 17184. 2055. 445.24 4672. 0. 100 YEAR 28268. 2111. 445.52 5507. 0. SPF 34150. 2347. 446.55 12588. 6. AVERAGE DATA :DA -SO.MI = 12.59: :URBAN % = 100.00: :CP 640 = 466.60: :IMPERV % = 40.00: :% SAND = 5.00: 1 INDEX POINT 105 : OPTION 1 EXECUTED ON 16 OCT 19% AT15:44:54 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON + - MAIN5TEN ABOVE + -- WINSTEM BELOW - ROUTE FROM BAD" LAKE DAM TO ELM FORK CONF. -- COINCIDENT ON + PEAK - COINCIDENT ON-- DISCHARGE OOINT - SUMMARY SHEET - OPTION I DISCHARGE DRAINAGE AREA 12.59 SQUARE MILES TRIO ABOVE STEM BELOW + DISCHARGE TRIB ABOVE STEM ABOVE -- - - -- MAXIMUM - - - -- 3611. DIVERSION FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 2 YEAR 2294. 686. 484.14 1688. 0. 5 YEAR 3610. 1679. 409.38 2531. 0. 10 YEAR 4575. 1368. 413.22 3186. 0. 25 YEAR 5681. 1698. 417.63 3941. 0. 50 YEAR 6897. 1980. 418.96 4672. 0. 100 YEAR 8163, 2272. 420.:9 5507. 0. SPF 14379. 4149. 427.32 :2t&. 0. ---- -------- ------ AVERAGE DATA - - -- :DA -SQ.MI = 12.59: :URBAN % 100.08: :CP 648 460.00: :PIPERV S 48.08: :% SAND = 5.00: I INDEX POINT 106 : OPTION 1 EXECUTED ON 16 OCT 1990 AT16: 2:13 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ELM FORK BELOW BADMAN BRANCH CONF COINCIDENT FLOW - SUMMARY SLEET - OPTION 1 DRAINAGE AREA 214.93 SDUARE MILES - TRIBUTARY ABOVE + - MAIN5TEN ABOVE + -- WINSTEM BELOW - FREGUENCY PEAK -- COINCIDENT ON + PEAK - COINCIDENT ON-- + PEAK - COINCIDENT ON--- DISCHARGE STEM ABOVE STEM BELOW + DISCHffi E TRIO ABOVE STEM BELOW + DISCHARGE TRIB ABOVE STEM ABOVE 2 YEAR 2294. 3611. 5905. 6877. 110. 6987. 7007. 183. 6824. 5 YEAR 3610. 5728. 9338. 13689. 173. 13781. 13888. 247. 13552. - 10 YEAR 4575. 7127. :1702. !9249. 219. 19468. 19492. 326. 19166. 25 YEAR 5681. 8687. 14368. 26742. 415. 27158. 27187. 557. 26630. 0 YEAR -891. 1031:. 17:09. 7426-. oi6. 1. YEAR 5163. 12526. 20688. 43356. 1073. SPF 143379. 43914. 58293. 89908, 33433. AVERAGE DATA - - - - - -- :DA -SG. MI 214,93: :URBAN % = 32.40: :CP 646 = 460.00: :IMPERV % = 18.86: :% SAND = 26.337: + ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 109 : OPTION 1 EXECUTED ON 16 OCT 19% AT16:19:31 LEWISVILLE FLOOD INSURANCE STUDY EVENT STORM CENTERING ON ROUTE FROM ELM FORK AT BAD" BRANCH TO WEST FORK COIF DISCHARGE POINT - SUMMARY SHEET - OPTION 1 DRAINAGE AREA 220.00 SQUARE MILES - - - - -- MAXIMUM DIVERSION =REDUENCY DISCHARGE STORAGE ELEVATION iOLUME DISCHARGE 2 YEAR 6933. 1128. 408.24 18148. 0. 5 YEAR 13438. 2600. 413.55 31403. 0. 10 YEAR 18961. 3786. 416.37 41654. 0. 25 YEAR 26632. 5065. 418.96 54021. 6. 50 YEAR 34540. 6123. 420.91 66518. 0. 100 YEAR 44189. 7141. 422.63 82031. 8. SPF 92975. 12272. 430.95 175517. 0. - AVERAGE DATA :DR -SO.MI = 220.00: :URBAN % = 3173: :CP 648 = 460.00: :IMPERV % = 19.34: SAND = 27,72: 1 EXECUTED ON 16 OCT 1990 AT 11:40:35 34938. ;4991. 5 58. 44429, 44524. 1308. 41 93341. 93895. 5033. 88861. 4 LEWISVILLE FLOOD INSURANCE STUDY UNIT HYDROGRAPH DATA - OPTION 1 INDEX POINT 1 -- -- - -- -- - (1) ELM FORK D. A. BETWEEN PRAIRIE CREEK AND LEWISVILLE DAM DA-SO.MI = DA -SO.MI = 1.27 MILE = 1.02 LCA -MILE _ .50 5ST -FT /MI = 15.79 URBAN % = 5.00 CP 640 = 460.00 CT = .57 TP -HOUR = .47 TPR -HDl1R = .51 CPR- CFSiMI = 906.59 OPR1 -CFS = 1151.37 TR -HOUR = .25 IMPERV % = 5.00 % SAND = 20.00 INDEX POINT 2- - - - - -- -- -- -- BRANCH (2) DRAINAGE AREA OF PRAIRIE CREEK CREEK AND PRAIRIE CREEK N -SO.MI = DA-SO.MI = DA-SO.MI = 6.55 L-MILE = 6.98 LCA -MILE = 4.09 3ST- FT,'MI = 21.61 URBAN % = 35.00 CP 640 = 460.00 CT = .82 TP -HOUR = 2.24 TPR -HOUR = 2.20 CPR- CFS /MI = :'09.31 OPRI -CFS = 1371.00 TR -HOUR = .25 IMPERV % = 20.00 % SAND = 60.00 INDEX POINT 4 - - - - -- -- - --- -- -- BRANCH (3) ELM FORK C. A. BETWEEN STEWART CREEK AND PRAIRIE CREEK N -SO.MI = DA-SO.MI = .68 L-MILE = 1.11 LCA -MILE _ .47 SST -FT /MI 1.20 URBAN % _ .30 CP 640 = 468.00 CT = 1.18 TP -HOUR = .97 TPR - IHOUR = .99 PR -CFS /MI = +64.32 OPRl -CFS = 315.74 TR -HOUR = .25 :MPERV % = 00 % SAND = 50.E = 10.00 INDEX POINT '----- - - - - -- -- - --- -- -- BRANCH 4) DRAINAGE AREA OF STEWART CREEK L-MILE N -SO.MI = 1.64 A -60.,11 = 4.58 L-MILE = 4.62 LCA -MILE = 2.01 SST -FT /MI = 16.43 URBAN % _ .00 CP 640 = 460.00 CT = .69 TP -HOUR = 1.36 TPR -HDUR = 1.36 CPR- CFS /MI = 339.03 7PR1 -CFS = 1525.63 TR -NUTA = .25 IMPERV % _ .00 % SAND = 10.00 INDEX POINT 9- = 1.88 (6) DRAINAGE AREA OF MIDWAY BRANCH (5) ELM FORK D. A. BETWEEN MIDWAY BRANCH AND STEWART CREEK L-MILE N -SO.MI = 1.64 L-MILE = 2.74 LC"ILE = 1.36 SST -FT /Ml .48 URBAN % _ .00 CP 640 = 460.00 CT = 1.27 TP -HOUR = 1.88 TPR -HGUR = 1.86 3PR-CFS /MI = 247.62 OPR1 -CFS = 406.09 TR -HHDUR = .25 IMPERV % _ .00 % SAND = 10.00 INDEX POINT 12 = 1.88 (6) DRAINAGE AREA OF MIDWAY BRANCH DA -SO.MI = 2.45 L-MILE SST -FT /MI = 19.48 URBAN % CT = .67 TP -HOUR CPR- CFS /MI = 385.15 OPRI -CFS IMPERV % _ .08 % SAND = 3.63 LCA-MILE = 1.88 = 5.00 CP 640 = 460.00 = 1.19 TPR -HOUR = 1.19 = 943.62 TR-HO1R = .25 = 17.00 LCA -MILE = 2.06 EXECUTED ON 16 OCT 1998 AT 11:45:19 LEWISVILLE FLOOD INSURANCE STUDY UNIT HYDROBRAPH DATA - OPTION I INDEX POINT 14 -- - f7) ELM FORK D.A. BETWEEN INDIAN CREEK AND MIDWAY BRANCH y DA -SO.MI = 3.72 L-MILE = 4.20 LCA -MILE = 2.06 SST -FT /MI = 9.52 URBAN % _ .00 CP 648 = 468.20 CT = .79 TP -HOUR = 1.52 TPR -FOUR = 1.51 CPR- CFS /MI = 304.83 OPKl -CFS = 1133.99 TR- W = .25 IMPERV % _ .00 % SAND = 15.00 4 INDEX POINT 17--------------- -- -- -- (8) CRAINAGE AREA OF INDIAN CREEK ABOVE FM544 DA -SO.MI = 5.56 DA -SO.MI = 9.89 L-MILE = 1.43 LCA -MILE = 4.17 EST -FT /MI = 26.21 URBAN % _ .00 CP 540 = 460.00 CT = .68 TP -HOUR = 1.90 TPR -HOUR = 1.88 OPR- /MI = 244.88 DPRI -CF5 = 2421.85 TR -HOUR = 25 IMPERV % _ .00 % SAND = 5.00 INDEX POINT 18 -- -- -- (9) INDIAN CREEK D.A. BETWEEN ELM FORK CONF. AND FM 544 ABOVE FM 1171 DA -SO.MI = 5.56 L-MILE = 7.65 LCA -MILE = 3.38 SST -FT /MI = 17.01 URBAN % = 00 CP 640 = 460.06 CT = .72 TP -HOUR = 1.87 TPR -HOUR = 1.85 3PR-CFS /MI = 249.12 DPRI -CFS = 1385.12 TR -HOUR = .25 IMPERV % _ .00 % SAND = 5.00 _ 30.00 = 75.00 INDEX POINT 23 -- -- -- -- (10) ELM FORK D.A. BETWEEN IH35E AND INDIAN CR. ABOVE FM 1171 = 11.19 DA-SO.MI = 1.20 L-MILE = 1.27 LCA -MILE = 60 SST -FT /MI = 1.05 URBAN % _ .OID CP 640 = +60.00 CT = 1.09 TP -HOUR = 1.01 TPR -HOUR = 1.02 OPR- CFS /MI = 448.90 DPRI CFS = 538.68 TR-+IOUR = .25 IMPERV % _ m % SAM _ 30.00 = 75.00 INDEX POINT 25 - - - -- -- (11) DRAINAGE AREA OF DUDLEY BRANCH CREEK ABOVE FM 1171 = 11.19 DA -SO.MI = 4.04 L-MILE = 5.02 LCA -MILE = 2.95 SST- - /M1 = 25.80 URBAN % = 20.08 CP 640 = 40.00 CT = . 57 TP VIOUR = 1.27 TPA -DOUR = L 28 OPR- CFS /MI = 68.27 DPRI CFS = 1455.48 TR -HOUR = ,25 IMPERV % 28.00 % SAND = 5. dm = 75.00 ` INDEX POINT 28 - (12) DRAINAGE AREA OF TIMBER CREEK ABOVE FM 1171 = 11.19 L-MILE DA -SO.MI = 9.41 L -MILE = 7.20 LCA-0ILE = 3.29 SST -FT /MI = 13.89 URBAN % = 5.N CP 640 = 460.00 CT = 1.17 TP -HOUR = 3.01 TPR -HOUR = 2.94 OPR-CFS /MI = 156.52 DPRI -CFS = 1472.83 TR -HOUR = .25 IMPERV % = 5.00 % SAND = 75.00 1 EXECUTED ON 16 OCT :990 AT 11:58: 8 LEWISVILLE FLOOD INSURANCE STUDY UNIT HYDROMPH DATA - OPTION I INDEX POINT a 1131 TIMBER CREEK D.A. BETWEEN IH 35 E AND FM 1171 BETWEEN ELM FORK COIF. AN IH 35 E DA -SO.MI = 11.19 L-MILE = 9.30 LCA -MILE = 4.40 SST-FT /MI = 19.80 URBAN % _ 38.88 CP 648 = 460.00 CT = .95 TP41OUR = 2.88 TPR -HOUR = 2.81 OPR- CFS /MI = 163.60 DPRI -CFS = 18V.67 TR -HOUR = 25 IMPERV % = 30.00 % SAND = 70.00 = 25 INDEX POINT 32 --- (14) TIMBER CREEK D.A. BETWEEN ELM FORK COIF. AN IH 35 E DA -SO.MI = 4.57 L-MILE = 5.03 LCA -MILE = 3.44 SST -FT /MI = 5.84 URBAN % = 38.80 CP 640 = 460.00 CT = 97 TP HOUR = 2.29 TPR -HOUR = 2.25 OPR- CFS /MI = 204.87 OPR1 -CFS = 936.26 TR -HOUR = 25 IMPERV % = 30.08 % SAND = 50.00 4 INDEX POINT 36 - -- (15) ELM FORK D.A. BETWEEN CARROLLTON GAGE AND IH 35 E DA -SO.MI = 4.48 L-MILE = 5.29 LCR-MILE = 2. % INDEX POINT =.33 RBAN _ . 0 -P 640 = 60.x CT = ..12 IP -HOUR 2.57 TPA -HOUR = 2.51 9PR- CFS /MI = .83.05 OPR1 -CFS = 820.08 TR -HOUR = 25 IMPERV % = 00 % SAND = 40.00 URBAN % INDEX POINT 38 - - (16) DRAINAGE (17) DENTON CREEK D.A. BETWEEN SH 121 AND GRAPEVINE DAM DA -SG.MI DA -50.,11 = 10.00 L-MILE = 5.90 LCA -MILE = 2.30 SST -FT /MI = 27.46 URBAN % = 5.00 CP 640 = 460.00 CT = .91 TP -HOUR = 2.01 TPA -HOUR = 1.98 OPR- CFS /MI = 232.52 OPR1-CFS = 2325.16 TR -HOUR = .25 IMPERV % = 5.00 % SAAB = 65.00 AT 12:34: 9 LEWISVILLE INDEX POINT 39- - (16) DRAINAGE (18) DENTON CREEK D.A. BETWEEN RIVER MILE 190 AND SH 121 5.49 DA -SG.MI = 11.40 L-MILE = 11.47 LCA -MILE = 4.64 SST -FT /MI = 15.58 URBAN % = 10.00 CP 640 = 460.00 CT = .93 TP-NDUR = 3.08 TPR -HOUR = 3 3.00 OPR- CFS /MI = 153.22 OPN1 -CFS = 1746.70 TR -HOUR = 25 IMPERV % = 10.00 % SAND = 40.00 16 OCT 1940 AT 12:34: 9 INDEX POINT 44 - -- - (16) DRAINAGE AREA AT FURNEAUX CREEK AREA OF HUTTON BRANCH DA -SG.11 = 5.49 DA -SG.141 = 11.45 L -MILE 9.04 LCA -MILE = 5.12 %T -FT /MI = 17.55 URBAN % = 38.00 CP 640 = 460.00 CT = 63 TP HOUR = 1.98 TPR -HOUR = 1.95 DPR- CFS /M1 = 235.53 9PR1 -CFS = 26 %.85 TR -HOUR = .25 IMPERV % = 38.00 % SAND = 4.00 20.00 % SAND 1 30.00 EXECUTED ON 16 OCT 1940 AT 12:34: 9 LEWISVILLE FLOOD INSURANCE STUDY UNIT HYDROGRAPH DATA - OPTION 1 INDEX POINT 47- - 519) 2M FORK D.A. BETWEEN GRAPEVINE CK. AND CARROLLTON GAGE AREA OF HUTTON BRANCH DA -SG.11 = 5.49 L-MILE = 3.03 LCA -MILE = 1.34 SST -FT /MI = 11.45 URBAN % = 20.00 CP 640 = 460.00 CT = .86 TP -HOUR - 1.31 TPR -HOUR = 1.31 OPR- CFS /MI = 350.00 9PR1 -CFS = 1921.49 TR -HOUR = .25 IMPERV % = 20.00 % SAND = 68.00 30.00 % SAND INDEX POINT 54 - (28) DRAINAGE AREA OF HUTTON BRANCH ABOVE IH 35 E = 13.23 L-MILE DA- SI1.MI = 9.45 L-MILE = 6.13 LCA -MILE = 3.22 SST -FT /MI = 33.70 URBAN % = 30.00 CP 644 = 460.00 CT = .52 TP -HOUR = 1.27 TPR -HOUR = 1.27 9PR- CFS /MI = 361.06 OPRI -CFS = 3411.99 TR -HOUR = 25 IMfERV % = 30.00 % SAND = 5.00 INDEX POINT 54 - (21) DRAINAGE AREA OF GRAPEVINE CREEK ABOVE SOUTH FORM CONE. CREEK W.V. DA- SII.MI = 13.23 L-MILE = 9.14 LCA -MILE = 4.48 SST -FT /MI = 15.77 URBAN % = 30.00 CP 640 = 460.00 CT = .73 TP-HOUR = 2.22 TPA -HOUR = 2.18 OPR- CFS /MI = 210.67 OPR1 -CF5 = 2787.10 TR -HOUR = .25 IMPERV % = 20.00 % SAND = 25.08 = 30.00 INDEX POINT 57-- - t24) ELM FORK D.A. BETWEEN IH 35 E AND GRAPEVINE CREEK W.V. �A -SG. ,1I = 1.22 L-MILE = 2.87 LCA -MILE = !.21 SST -FT;MI = .47 URBAN X = .08 CP 648 = 460.00 CT = 1.46 TP -HOUR = 2.17 TPR -HOUR = 2.13 OPR- CFS /MI = '215.75 OPR1 -CFS = a0.07 TR -HOUR = .25 IMPERV % _ .00 % SAND = 30.00 INDEX POINT 61------- -- - - -- - - - - - --- - -- 1u) DRAINAGE AREA OF FARMERS BR- CARROLLTON LEVEE CELL B DA-SD.MI DA -SO.MI = 3.61 L-MILE = 3.39 LCA -MILE = 1.88 SST -FT /MI = 22.83 URBAN % = 45.00 CP 640 = 468.00 CT = .48 TP41OUR = .84 TPR -HOUR = .86 OPR- CFS /MI = 534.23 OPRI -CFS = 1928.59 TR -HOUR = .25 IMPERV % = 25.00 % SAND = 10.00 16 OCT 1990 AT 13:39: 5 INDEX POINT 65 - - -- - (26) DRAINAGE AREA OF COOKS BRANCH ABOVE ST. LOUIS - SAN FRANCISCO RAILROAD DA-SD.MI = 2.28 L-MILE = 3.51 LCA-MILE = 1.67 SST -FT /MI = 34.a URBAN % = 95.00 CP 640 = 460.00 CT = .31 TP -HOUR = .53 TPR -HOUR = .57 OPR- CFS /MI = 804.35 DPRI -CFS = I03.92 TR -HOUR = .25 IMPERV % = 40.00 % SAND = 5.00 = 25 IMPERV % _ 330.00 ', SAND EXECUTED ON 16 OCT 1990 AT 13:39: 5 LEWISVILLE FLOOD INSURANCE STUDY UNIT HYDROGRAPH DATA - OPTION I INDEX POINT 70 -- - (23) DRAINAGE AREA CF IRVING FCD -SECT. III LEVEE (VALLEY RANCH DEVELOPMENT) DA -SO.MI = 3.22 L-MILE = 2.84 LCA-MILE = I.i5 SST -FT /MI = 7.98 URBAN % = 56.00 CP 640 = 460.00 CT = 47 TP HIX1R = .68 TPR -HAIR = .71 OPR- CFS /MI 650.49 OPRI -r-FS = ?094.58 TR -HOUR = 25 IMPERV % _ 330.00 ', SAND = .b0 = 45.80 INDEX POINT 75- - - l27) DRAINAGE AREA OF FARMERS BR-CARROLLTON LEVEE CELL A CREEK AND IH DA -SO.MI = 1.66 L-MILE = 1.97 LCA -MILE _ B4 SST -FT /MI = 10.88 URBAN % = 20.00 CP 640 = 460.00 CT = .99 TP -HOUR = 1.15 TPR -HOUR = 1.16 APR- CFS /MI = 396.75 APRI -CFS = 658.60 TR -HOUR _ 25 IMPERV % = 15.00 % SAND = 90.00 % SAN = 45.80 INDEX POINT 78 (28) ELM FORK D.A. BETWEEN HACKBERRY CREEK AND IH 635 DA -SD.MI DA -S. MI = 2.85 L-NILE = 2.13 LCA-MILE = 1.20 SST -FT /MI = 1.25 URBAN % = 20.00 CP 640 = 460.00 CT = 1.15 TP-HOUR = 1.52 TPA -HOUR = 1.51 OPR- CFS /MI = 304.42 APN1 -CFS = 867.60 TR -HOAR = .25 IMPERV % = 10.00 % SAN = 45.80 INDEX POINT 81 (29) DRAINAGE AREA OF FARMERS BRANCH ABOVE COTTONWOOD CREEK CONE. DA -SD.MI DA -50.M1 = 11.25 L-MILE = 7.32 LCR-MIIE = 4.78 SST -FT/MI 26.23 URBAN % = 70.88 CP 648 468.08 CT = .45 TP -HOUR = 1.30 TPR -HOUR = 1.30 APR- CFS /MI = MM 42 DPRI -CFS = 3976.01 TR -HOUR = .25 IMPERV % = 38.00 % SAND = 5.00 INDEX POINT 84 (30) DRAINAGE AREA OF HACKBERRY CK. ABOVE COTTONWOOD CREEK CONE. DA -SD.MI = 14.56 L-MILE = 8.28 LCA-MILE = 5.19 SST -FT /MI = 13.20 URBAN % = 15.00 CP 648 = 468.00 CT = .70 TP -HOUR = 2.17 TPR -HOUR = 2.13 OPR- CFS /MI = 215.64 DPRI-CFS = 3139.65 TR -HOUR = .25 iMPERV % = 10.00 % SRN] = 00 INDEX POINT 85- -- (32) DRAINAGE ARE OF COTTONWOOD CK. ABOVE HACKBERRY CREEK CONE. DA -SO.MI = 4.55 L-MILE = 6.25 LCA -MILE = 3.02 SST -C7 MI _ 2..-5 ''RBAN % = 25.00 CP 640 = 460.00 CT = 56 TP HOUR = 1.:5 ?PR HOUR = :.35 OPR- CFS/MI = 339.80 OPRI -CFS = 1546.11 TR -HOUR = .25 IMPERV % = 5.00 x SAM = 2.14 SST -FT /MI 1 EXECUTED ON 16 OCT 19% AT 14:38:44 -Q. 00 LEWISVILLE FLOOD INSURANCE STUDY .62 TP -HOUR = 1.19 UNIT HYDROGRAPH DATA - OPTION 1 1.20 INDEX POINT 87-- - - - - -- - - - -- -- (3c) HACNBERRY CK. D. A. BETWEEN ELM FORK CONE. AND COTTONWOOD CK. DA- SG. ?II DAI = 1.35 L-MILE = 4.12 LCA- MILE 2.14 SST -FT /MI = 24.92 URBAN % _ .06 CP 640 = -Q. 00 CT = .62 TP -HOUR = 1.19 TPR -HOUR = 1.20 OPR- CFS /MI = 384.88 OPRI -CFS = 519.59 TR -HOUR = .25 IMPERV % = m % SAND = 5.00 = 2.00 INDEX POINT ?1- - - - -- - - - -- (33) ELM FORK D.A. BETWEEN JOSS CREEK AND HACKBERRY CREEK COCOLINAS LEVEE AREA DA- SG. ?II = ?.00 L -MILE = 7.95 LCA-NILE 4.83 SST-FT /MI = 6.54 URBAN x = 50.00 CP 640 = 460.00 CT = .?6 TP -HOUR = 2.87 TPR -HOUR = 2.81 OPR- CFS /MI = 1633.91 OPR1 -CFS = 1475.23 TR -HOUR = .25 IMPERV % = 25.00 % SAO = 60.00 % SAND = 2.00 INDEX POINT 94 - - - -- L-MILE - - -- (37) ELM FORK D. A. BETWEEN BACH AN 1 341 DRAINPE AREA CF uu COCOLINAS LEVEE AREA = 1.56 L-MILE DA -SO.MI = 2.33 !MILE = 1.54 04 -MILE _ .14 SST -FT 1 = 68.73 URBAN % _ •40.00 CP 640 = �b0.d0 CT = .23 TP -HOUR = .17 TPA -HOAR = .25 OPR- CFS /MI = 1840.00 OPRI -CFS = 4287.20 TR -HOUR = .25 IMPERV % = 30.00 % SAND = 2.00 INDEX POINT 98- L-MILE -- -- -- (37) ELM FORK D. A. BETWEEN BACH AN 135) ORAINAHE AREA OF DOES CREEK DA -SO.MI = 1.56 L-MILE DA -SO.MI = 10.93 L-MILE = 7.'2 LCA -MILE = 4.48 SST-FT;MI = 26.25 URBAN % = 100.00 CP 640 = 460.00 IT = .38 TP -HOUR = 1.11 TPR -HOUR = 1.12 OPR- CFS /MI = 409.24 OPRI -CFS = 4473.04 TR -FOUR = .25 IMPERV % = 40.00 % SAND = 10.88 INDEX POINT 1 L-MILE = 7.64 LCA-MILE = 3.55 (37) ELM FORK D. A. BETWEEN BACH AN BRANCH CM RIO JOES CREEK COIF DA -SO.MI = 1.56 L-MILE = 1.71 LCR-MILE _ .73 SST -FT /MI = 7.81 URBAN % = 30.06 CP 640 = 468.M CT = .60 TP -FOUR = .65 TPA -HOUR = .68 OPA- CFS /MI = 678.28 OPR1 -95 = 1058.12 TR -HOUR = .25 IMPERV % = 20.08 % SANS = 20.00 INDEX POINT 103 (36) DRAINAGE AREA OF BACHHFW BRANCH ABOVE BADMAN LAKE DR -SO.MI = 12.59 L-MILE = 7.64 LCA-MILE = 3.55 SST -FT /MI = 27.05 URBAN % = 100.00 CP 646 = 460.00 CT = .36 TP -HOUR = .97 TPR -HOUR = .99 OPR- CFS /MI = 463.63 OPRI-99 = 5837.10 TR -FOUR = .25 IMPERV % = 60.00 Y SAlm = 5.00 1 EXECUTED ON 16 OCT 1990 AT 16:19:29 �WISVILLE FLOOD INSURANCE STUDY UNIT HYDROORAPH DATA - OPTION l INDEX POINT 107 - - --- - - -- 40) : M Fnkk ;.„. :ETWEEN ,LEST FORK CCNF 'AHD BACHMAN BRANCH :A -SD.MI = 5.07 L -MILE = 3.84 LCA -MILE = 2.37 SST -FT /MI = 331.94 Um" % = 90.00 CA 640 CT = .58 TP -HOUR = 1.13 TPR -HOUR = 1.14 ;PR- CFS /MI = +02.58 OPRI -CFS = 2041.06 TR -HOUR = 25 IMPERV % 40.00 % SAND = 85.00 INDEX POINT 109 : OPTION 1 EXECUTED ON 16 OCT 1990 AT16:21:43 LEWISVILLE FLOOD INSURANCE STUDY 2 YEAR STORM CENTERING ON ROUTE FROM ELM FORK AT BACHMAN BRANCH TO WEST FORK CONE ELEVATION - DISCHARGE - STORAGE - DIVERSION TABLE DRAINAGE AREA 220.00 SQUARE MILES 385.70 .00 0 . . 395.00 1000.84 173. .a0 399. 01 2M.00 3304. . 00 406.00 5000.00 667. .00 411.80 100m.00 1861. 416.90 20000. a0 4410. +20.00 30000. a0 5601. a4 422.00 40000.00 6751. 423.50 50000.00 7682. 00 425.60 50000.04 8890. 00 427.00 '0000.00 9787. .00 +28.80 90000.00 10898. a4 430.50 9010.00 11980. 0a 4 32.00 100000. V 12962. .20 433.22 1'.0000. a0 13837. .m !INDEX DOINT 109 : OPTION 1 EXECUTED ON 16 OCT 1990 AT16:21:43 LEWISVILLE FLOOD INSURANCE STUDY 2 YEAR STORM CENTERING ON ROUTE FROM ELM FORK AT BACHMAN BRANCH TO WEST FORK COW ROUTE DRAINAGE AREA 220.00 SQUARE MILES TIME OUTFLOW STORAGE ELEVATION DIVERSION 0:15 a. 00 385.70 0. 0:30 0. .02 385.70 0. 0:45 1. 10 385.71 6. 1: 6 2. .35 385.72 0. 1:15 5. .84 385.75 0. 1:30 9. 1.60 385.79 0. 1:45 15. 2.62 385.84 0. 2: 0 23. 3.90 385.91 0. 2:15 31. 5.39 385.99 0. 2:30 41. 7.06 386.08 a. 2:45 51. 8.68 386.18 0. 3:4 62. 10.80 386.28 0. 3:15 74, 12.80 386.39 0. 3:30 86. 14.87 386.50 0. 3:45 9B. 16.98 386.61 0. 4: 0 110. 19.11 386.73 0. 4:15 123. 21.26 386.84 0. 4:30 135. 23.41 386.96 8. 4:45 148. 25.57 387.07 0. 5: 0 160. 27.73 387.19 0. 5:15 173. 29.89 3387.31 0. 5:30 185. 32.04 387.42 0. 5:45 198. 34.19 387.54 0. 6: 0 210. 36.34 387.65 a. 6:15 222. 38.49 387.77 0. * WATER SURFACE PROFILES * DODSON & ASSOCIATES, INC. * DEVELOPED BY THE COE * HYDROLOGIST AND CIVIL ENGINEERS * VERSION OF SEPTEMBER 1988 * 5629 FM 1960 WEST SUITE 314 * ERROR: 01,02,03 * HOUSTON, TEXAS 77069 * RUN DATE 10/16/90 TIME 7:59:45 * (713) 440 -3787 Fax(713)440 -4742 HEC -2 END OF BANNER NATHAN D. MAIER CONSULTING ENGINEERS MODEL: ELMFINEX PAGE I THIS RUN EXECUTED 10/16/90 7:59:45 tww w*►► ► t# wwf ii► ft► ►f wwf ►i ►titt #f # *i ► :tt # * ►it HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989 ERROR CORR - 01,02,03 MODIFICATION - #ii # * * * * *#i # *f * * * *i #f #f #f T1 ELM FORK COMPOSITE FLOODWAY MODEL CREATED FOR WEAVER RECLAMATION STUDY T2 100 YEAR REVISED EXISTING - NATURAL PROFILE T3 ELM FORK TRINITY RIVER EDE FEB 1989 JOB: 88 -10 -124.8 J1 ICHECK INO NINV IDIR STRT METRIC HVINS 0 WSEL FO 0 2 0.00000 443.20 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM (TRACE -1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 39 43 1 53 54 42 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 QT 2 44650 44650 NC .08 .06 .075 .3 .5 ET 4.1 1500 7070 �- APPROXIMATELY 1000 FEET U/S OF SOUTHWESTERN RAILROAD (NEAR BELTLINE) X1 89050 46. 4970. 5265. 980. 550. 900. GR 450.0 1000 440. 1005 440. 1400 432. 1900 434. 2260 GR 436. 2270 438. 2495 438.2 2750 438. 3005 437.8 3200 GR 438. 3400 440. 3670 440. 3765 438. 3772 436. 3780 GR 434. 3830 432. 3870 432. 3935 434. 3985 436. 4125 GR 438. 4505 438.3 4700 438. 4860 436. 4885 434. 4970 GR 432. 4995 430. 5050 428. 5070 426. 5080 420. 5095 GR 410. 5100 410. 5180 420. 5185 424. 5195 426. 5230 GR 430. 5250 438. 5265 438.8 5325 450. 5330 450. 5775 GR 438.1 5780 438. 6155 437. 6500 438. 6805 438. 7025 GR 450 7130 OT 2 44350 44350 NC .08 .06 .075 .1 .3 ET 4.1 4950 10690 X1 90000 39 9412 9733 700 930 950 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 GR 440 2670 434 3300 434 3575 440 4360 446.7 5330 GR 438 5835 470 6350 470.0 6780 470.0 6950 470.0 7480 GR 470 8000 440.2 8630 448 9147 439 9342 438 9412 GR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 GR 409.6 9591 409.6 9645 415.9 9647 427.4 9670 429.2 9689 GR 430.4 9715 430.4 9715 440.5 9733 440 9760 441.2 9810 GR 440 9840 438 10004 438 10690 445 10765 ET 4.1 2900 8615 X1 90880 42 7725 7990 500 780 880 GR 438 1000 438 1920 440 2230 440 2640 436.9 2870 GR 440.5 3500 436.5 3692 470.0 4080 470.0 4440 470.0 4510 GR 470.0 4860 470.0 5450 457 5530 444 5860 437 6165 GR 437.5 6835 439.5 7315 440 7510 440 7585 439 7600 GR 438 7635 437 7725 435 7760 434.5 7783 432.9 7833 GR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 GR 431.8 7970 441.3 7990 440.7 8046 440.7 8050 441.8 8099 GR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 8550 GR 438 8600 445 8620 PAGE 2 ET 4.1 3900 9940 X1 92090 43 9000 9320 964 1234 1210 GR 452.80 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 GR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 439.8 4100 GR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 GR 440.20 5500 470.0 5600 470 6000 470.0 6080 470.0 6930 GR 441.60 6950 440. 6965 440 8250 446.5 8400 444 8600 GR 446.90 8700 441.2 8800 442.8 8940 445.2 8970 443 9000 GR 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 GR 430 9300 442.5 9320 440.9 9444 444.9 9594 429.8 9634 GR 429.8 9864 439.1 9900 440 9940 ET 4.1 2550 8600 X1 92300 40 7703 7969 210 210 210 GR 438 1000 438 1580 438.6 2280 441.1 2710 438 3080 GR 442.3 3820 470 4200 470.0 4800 470 5080 470.0 5600 GR 437.8 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 GR 437.3 7703 433.8 7718 431.8 7757 427.6 7780 427.2 7804 GR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 421.6 7870 GR 423.3 7875 430.1 7890 431.1 7928 434.9 7938 435.1 7951 GR 439 7969 440.7 8000 440 8158 440 8159 440 8210 GR 429.9 8250 429.9 8480 440 8520 440 8550 470 8600 NC .07 .06 .06 ET 4.1 2950 8650 X1 93620 41 8200 8380 2570 1420 1320. GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 470.0 4300 470.0 5750. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230. 420 8260 414.5 8280 437.5 8380. 439 8400. GR 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140. GR 470 10220 NC .07 .1 .06 ET 4.1 2950 8650 CARROLLTON DAN - SANDY LAKE ROAD X1 93670 42 8200 8470. 50 50 50. GR 445 1000 445 1080 446 1180 446 1240 441 1530. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 470.0 4300 470.0 5750. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 8391. GR 437.5 8420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 470 10220 NC .3 .5 ET 4.1 3000 8800 X1 93730 40. 6490 8800 60 60 60. BT 4 8490 443.5 443.5 8490.1 443.5 439.6 8799.9 448.5 444.6 BT 8800 448.5 448.5 GR 450 1000 447 1420 447 1620 443 2020 442 2480 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220. GR 447 5420 443.5 5820 443.5 6120 445 6380 442 6890 GR 445 7290 443.5 7860 441 7920 439.5 8010 437.5 8030 GR 431 8050 436.5 8090 441.5 8110 444 8120 443.5 8170 GR 443 8370 443.5 8490 439.6 8490.1 436 8640 418 8650 GR 420 8670 414.5 8700 444.6 8799.9 448.5 8800 446 8870 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 ET 4.1 3000 8800 x1 93760 30 30 30 X2 1 NC .07 .07 .06 ET 4.1 2900 8650 x1 93810 49 8200 8450 50 50 50 PAGE 3 GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230 420 8260 414.5 8280 437.5 8380 439 8400 GR 439 8450 443.5 8590 444.5 9620 443.5 10000 442 10140 GR 443 10540 444 10650 444 10800 445 10930 NC .07 .09 .06 .1 .3 ET 7.1 4.1 3100 10700 0 10700 X1 97570 56 5490 5680 2100 1700 3760 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5680 440 5920 442 6000 442 6680 GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 7500 442 8000 442 8150 GR 440 8160 440 8175 433.2 8200 433.2 8265 440 8270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 GR 450 12170 ET 4.1 1950 10111 SECTION UPDATED USING NEW FIELD DATA X1 98450 88 4600 4825 800 700 880 GR 450.00 60 448.00 80 446.00 130 444.00 140 444.00 520 GR 445.00 1000 444.00 1500 445.00 2000 444.00 2200 442.00 2500 GR 440.00 3350 440.00 3780 442.00 4350 442.00 4600 440.00 4620 - GR 434.00 4640 427.70 4650 423.10 4665 422.80 4668 430.10 4725 GR 434.00 4735 440.00 4810 442.00 4825 442.00 5195 440.00 5950 GR 438.59 6000 436.82 6047 436.85 6111 436.22 6176 436.31 6254 GR 442.34 6291 442.65 6354 443.02 6401 441.29 6479 439.91 6517 GR 439.84 6613 439.37 6675 438.68 6719 439.68 6781 441.14 6975 GR 441.02 7169 440.50 7347 440.52 7545 440.38 7589 441.64 7610 GR 442.90 7641 442.42 7674 440.29 7728 440.44 7937 441.15 8073 GR 441.88 8226 443.27 8454 444.53 8604 444.72 8708 445.07 8787 GR 442.93 8800 442.94 8804 444.83 8812 444.73 8877 444.95 8947 GR 442.97 8966 441.17 9047 440.51 9127 439.20 9219 440.12 9275 GR 443.57 9310 445.35 9337 445.36 9422 445.03 9476 444.34 9576 GR 444.00 9624 444.37 9661 444.51 9668 445.08 9705 445.83 9742 GR 446.68 9777 443.34 9802 435.37 9815 432.91 9816 429.12 9830 GR 428.14 9846 443.10 9860 438.15 9872 445.10 9879 446.07 9933 GR 445.36 10006 446.73 10046 446.31 10111 ET 4.1 1950 10111 X1 98650 0 0 0 200 200 200 ET 4.1 2400 9497 SECTION UPDATED USING NEW FIELD DATA X1 99280 83 4100 4314 550 550 630 GR 450 330 448 345 446 375 446 520 444 680 GR 442 720 440 810 440 1540 442 1820 444 1860 GR 446 1920 448 2050 448 2380 442 2540 440 2900 GR 441 3480 440 4100 442.5 4110 436.7 4114 437.4 4132 GR 433.8 4137 427.7 4139 423.1 4154 422.8 4177 430.1 4214 GR 433.6 4218 437.9 4227 437.5 4262 440.8 4273 443.4 4314 GR 442 4350 442 4500 440 4550 442 4620 444 4670 GR 444 5000 442 5100 442 5528 442 5650 443 6650 GR 442 6900 440 7200 440 7650 441.5 7800 441.89 8000 GR 442.45 8104 441.55 8119 441.32 8219 441.74 8286 448.19 8311 GR 448.35 8320 445.73 8335 444.08 8440 445.46 8529 448.63 8542 GR 448.40 8552 443.96 8566 443.98 8573 444.03 8681 443.49 8687 GR 444.34 8693 444.61 8705 443.27 8713 443.82 8721 443.83 8782 GR 441.94 8796 443.00 8814 443.91 8910 444.65 8990 445.22 9079 GR 446.30 9183 446.83 9282 446.56 9309 436.00 9322 433.10 9323 GR 431.98 9341 431.79 9359 433.77 9364 441.95 9381 442.21 9399 GR 443.48 9406 437.85 9482 439.26 9497 PAGE 4 ET 7.1 4.1 2300 9750 1000 9900 x1 100040 49 4035 4215 760 760 760 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 1720 9242 x1 104600 75 3210 3423 2100 1500 4560 GR 450 620 446 740 446 1880 444 2200 444 3200 GR 444.17 3210 440.50 3238 440.00 3247 440.54 3250 440.44 3253 GR 439.74 3255 439.64 3260 438.04 3262 436.74 3266 433.64 3267 GR 428.04 3276 426.94 3313 427.54 3350 433.34 3360 438.94 3362 GR 442.34 3372 445.54 3398 446.44 3423 446 3740 447.5 3800 GR 446.5 4250 444 4450 446.2 4730 444 5300 444 5400 GR 443.90 6000 443.91 6033 443.87 6069 441.91 6246 441.42 6350 GR 441.10 6452 440.60 6553 439.70 6652 439.86 6751 440.35 6855 GR 441.21 6960 439.53 6974 439.86 6997 441.77 7015 442.04 7050 GR 441.22 7156 442.24 7322 444.84 7334 444.83 7345 442.51 7358 GR 442.36 7561 443.03 7770 445.18 7981 445.72 8180 446.70 8387 GR 447.37 8599 447.40 8600 448.89 8842 438.14 8882 436.69 8903 GR 437.57 8923 446.10 8970 446.38 9019 448.12 9037 449.29 9129 GR 434.81 9147 432.51 9152 431.80 9165 432.76 9180 434.78 9184 GR 444.35 9207 445.28 9219 447.16 9223 446.55 9233 449.48 9242 QT 2 37000 37000 ET 4.1 3090 9359 x1 105530 92 3550. 3662. 650 950 930 GR 460.0 1870. 453.5 2030. 450.0 2310. 451.0 2740. 453.0 3090. GR 447.5 3160. 444.2 3500. 440.5 3528. 440.4 3543. 439.7 3545. GR 439.6 3550. 438.0 3552. 436.7 3556. 433.6 3557. 428.0 3566. GR 426.9 3603. 427.5 3640. 433.3 3650. 438.9 3652. 442.3 3662. GR 444.0 3690. 444.0 3840. 446.0 3930. 446.0 4050. 442.0 4690. GR 442.5 5000. 442.5 5320. 445.0 5550. 442.0 5850. 443.3 5975. GR 444.6 6000. 443.0 6059. 440.6 6182. 442.9 6193. 443.1 6260. GR 442.5 6288. 443.5 6295. 438.3 6335. 443.3 6353. 440.9 6454. GR 438.3 6460. 440.3 6472. 436.9 6502. 442.5 6536. 442.3 6592. GR 435.6 6613. 437.6 6685. 435.8 6694. 437.1 6738. 435.0 6747. GR 436.8 6785. 436.1 6815. 436.2 6904. 438.5 6910. 436.5 6926. GR 438.5 6930. 436.1 6936. 437.3 7041. 441.1 7115. 442.2 7224. GR 440.2 7383. 442.3 7399. 441.8 7457. 439.2 7484. 441.5 7512. GR 444.0 7709. 445.4 8056. 447.3 8272. 447.4 8515. 443.9 8551. GR 444.1 8568. 449.4 8603. 449.4 8631. 448.5 8638. 440.5 8673. GR 446.5 8690. 447.5 8888. 448.6 8985. 448.9 9084. 450.4 9184. GR 450.8 9273. 436.6 9294. 433.7 9295. 430.5 9303. 429.5 9311. GR 432.0 9318. 435.0 9328. 437.4 9328. 445.2 9341. 447.4 9354. GR 449.3 9359. 450.8 9394. ET 4.1 2980 9044 x1 106080 95 3126. 3233. 500 825 550 GR 460.0 1370. 453.5 1530. 450.0 1810. 451.0 2240. 453.0 2590. GR 447.5 2660. 444.7 3000. 440.8 3025. 439.7 3084. 441.7 3097. GR 439.4 3107. 439.1 3126. 432.2 3127. 424.3 3145. 421.2 3167. GR 423.5 3189. 430.9 3206. 433.7 3207. 438.5 3211. 440.8 3216. GR 441.2 3228. 443.5 3233. 443.5 3265. 444.7 3281. 442.2 3330. GR 443.7 3392. 443.1 3421. 446.5 3435. 445.6 3503. 443.9 3565. GR 443.6 3621. 444.5 3670. 443.9 3726. 443.9 3746. 443.2 3771. GR 442.7 3809. 444.3 3841. 444.6 3911. 444.2 3969. 443.7 4015. GR 441.6 4049. 444.0 4070. 440.9 4222. 441.9 4253. 444.1 4276. GR 443.5 4714. 443.3 4961. 444.3 5553. 443.6 5700. 444.4 5925. GR 444.9 6357. 442.6 6832. 443.9 6921. 437.4 6941. 436.1 6994. GR 438.6 7009. 441.8 7013. 444.2 7200. 444.4 7313. 441.9 7337. -- GR 444.1 7372. 446.5 7725. 446.9 7900. 447.4 8086. 447.6 8182. GR 443.7 8208. 449.5 8245. 449.7 8269. 447.0 8282. 444.6 8294. GR 445.3 8322. 449.4 8343. 450.0 8460. 443.7 8495. 446.0 8531. GR 448.5 8582. 450.2 8610. 449.3 8649. 450.0 8727. 448.4 8756. GR 450.1 8778. 452.4 8808. GR 435.0 8868. 432.2 8880. GR 444.8 8945. 448.0 8955. QT 2 34500 34500 9180 NC 0.070 0.070 0.060 442 ET 446.5 10470 4.1 6330 X1 110580 40 9030 9340 GR 449 3800 449.5 3850 GR 451.5 5170 448 5300 GR 447.5 7220 441.5 7260 GR 446 7750 447.5 8100 GR 441 9110 443 9150 GR 445 9300 448 9340 GR 444.5 10480 444.5 10630 GR 448.5 11170 448 11480 452.0 8817. 435.0 8892. 447.9 9008. 11930 4710 1700 4300 448.5 4230 448 5940 447 7330 446.5 8680 429 9180 448.5 9550 447.5 10650 442 11500 449.5 8843 447.1 8921 447.2 9033 PAGE 5 439.2 8865. 445.5 8932. 450.1 9044. 4500 450.5 4520 449.5 4710 449 6300 446.5 7000 448.5 7560 446.5 7570 449.5 9030 447 9080 424 9220 437.5 9250 447 9800 446.5 10470 447.5 10800 445.5 10870 441.5 11900 449 11930 PAGE 6 THIS RUN EXECUTED 10/16/90 8: 0: 2 rw#++ wwwfx++ r+ r+ rr #r ■ +r # + + +rx »ww *r #w # #wwww #w + #wrr HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989 ERROR CORR - 01,02,03 MODIFICATION - ff### tffffiw* x* x* xfx # * * * * * * * # # # # * * * * # # *wwwf # #rt #wr NOTE- ASTERISK ( *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT SECNO XLCH 0 CWSEL SSTA ENDST ELMIN 89050.000 .00 44650.00 443.20 1003.40 7070.50 410.00 90000.000 950.00 44350.00 443.43 1008.21 10748.22 409.60 90880.000 880.00 44350.00 443.69 1000.00 8616.23 414.50 92090.000 1210.00 44350.00 444.03 1418.50 9940.00 410.60 92300.000 210.00 44350.00 444.10 1000.00 8556.83 415.10 * 93620.000 1320.00 44350.00 444.90 1303.62 10148.29 414.50 93670.000 50.00 44350.00 445.01 1000.00 10148.60 431.00 * 93730.000 60.00 44350.00 445.08 1812.56 10420.00 414.50 93760.000 30.00 44350.00 445.22 1798.14 10420.00 414.50 * 93810.000 50.00 44350.00 445.36 1000.00 10930.00 414.50 * 97570.000 3760.00 44350.00 446.10 813.79 10560.00 423.00 98450.000 880.00 44350.00 446.28 123.04 10032.82 422.80 98650.000 200.00 44350.00 446.34 121.70 10111.00 422.80 99280.000 630.00 44350.00 446.50 367.44 9497.00 422.80 100040.000 760.00 44350.00 446.76 1018.16 9770.50 428.30 104600.000 4560.00 44350.00 447.85 684.39 9237.00 426.94 105530.000 930.00 37000.00 448.32 3149.59 9356.42 426.90 106080.000 550.00 37000.00 448.61 2645.86 9038.35 421.20 110580.000 4500.00 34500.00 450.50 3800.00 11930.00 424.00 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 93620.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE El * ss*******s***** s * * *ss * *ss * *s * *s * *s *s * * * * *s * * ** *sss * * * * * *s* * WATER SURFACE PROFILES " * U.S. ARMY CORPS OF ENGINEERS * VERSION OF NOVEMBER 1976 * THE HYDROLOGIC ENGINEERING CENTER * UPDATED MAY 1984 * 609 SECOND STREET, SUITE D * IBM -PC -XT VERSION AUGUST 1985 * DAVIS, CALIFORNIA 95616 * RUN DATE 10 -16 -90 TIME 07:26:05 * (916) 440 -2105 (FTS) 448- 2105 " * * *s * * * * * *s * * * * * ** *sss * * *s ** sss *sss * * * *ss *ss * * ** *ssss * * * * ** HEC -2 FLOOD INSURANCE STUDY MODEL: B20ELMFB PAGE 1 THIS RUN EXECUTED 10-16 -90 ft* tt# fttikt * * *tt # # * *tt * # *ttt # #kt* *# *tt *f #ttttf # #t HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC-XT VERSION AUGUST 1985 # # #k# #fkf *f!f *t *ifk * #if * * # #if it *ff *k * *iffk *iff * * #f C T1 ELM FORK TRINITY RIVER F.I.S. IN-635 TO APPROX 4800' D.S. IH-35 T2 100 YEAR FREQUENCY FLOOD 73 ELM FORK TRINITY RIVER -R WHB J1 ICHECK ING NINV IDIR STRT METRIC HVINS Q WSEL FQ -1. 4. 0. 0. .000000 .00 .0 0. 433.880 .000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE -1.000 .000 -1.000 .000 .000 .000 .000 .000 .000 .000 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38.000 39.000 43.000 1.000 53.000 54.000 42.000 .000 .000 .000 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** - 10.000 - 10.000 .000 .000 .000 .000 .000 .000 .000 .000 NC .100 .100 .050 .300 .500 .000 .000 .000 .000 .000 QT 4.000 23050.000 37400.000 45300.000 63700.000 .000 .000 .000 .000 .000 STREAM STATION ON X1 OR A CARDS IN FEET DIVIDED BY 100 IN PREVIOUS MODELS U.R.S.X-SECTION CUT DUE TO EFFECTIVE FLOW (EF) FROM HALFF65 STA 678.0 NOTE: STATIONING UPSTREAM DECREASED APPROX 3000' FROM PREVIOUS MODELS DUE TO NEW LAKE UPSTREAM OF ROYAL LANE X1 64820.000 48.000 11260.000 11470.000 .000 .000 .000 .000 .000 .000 X3 .000 .000 .000 10650.000 440.000 12800.000 440.000 .000 .000 .000 GR 450.000 1000.000 440.000 3400.000 430.000 4075.000 430.000 5825.000 431.500 7700.000 GR 432.600 7850.000 425.400 8135.000 429.500 8165.000 430.000 8180.000 429.000 8205.000 GR 425.000 8225.000 424.000 8300.000 427.000 8600.000 430.000 8750.000 428.500 8850.000 GR 425.000 8925.000 425.000 8995.000 424.000 9090.000 425.500 9400.000 424.000 9700.000 GR 424.000 10100.000 425.000 10670.000 426.000 10750.000 427.500 10900.000 428.000 11240.000 GR 427.000 11260.000 412.000 11315.000 400.000 11335.000 400.000 11365.000 413.000 11385.000 GR 420.000 11410.000 425.500 11470.000 427.500 11515.000 424.500 11850.000 428.000 11945.000 GR 426.700 12380.000 428.800 12520.000 425.700 12650.000 429.800 12900.000 428.000 13200.000 GR 430.000 13600.000 432.500 13770.000 430.000 13800.000 428.500 14000.000 440.000 15300.000 GR 450.000 15900.000 450.000 16250.000 460.000 16400.000 .000 .000 .000 .000 X- SECTION FROM 1 -635 PLANS X- SECTION CUT DUE TO EFFECTIVE FLOW X1 64900.000 48.000 11260.000 11470.000 80.000 80.000 80.000 .000 .000 .000 X3 .000 .000 .000 10650.000 440.000 12800.000 440.000 .000 .000 .000 GR 450.000 1000.000 440.000 3400.000 430.000 4075.000 430.000 5825.000 431.500 7700.000 GR 432.600 7850.000 425.400 8135.000 429.500 8165.000 430.000 8180.000 429.000 8205.000 GR 425.000 8225.000 424.000 8300.000 427.000 8600.000 430.000 8750.000 428.500 8850.000 GR 425.000 8925.000 425.000 8995.000 424.000 9090.000 425.500 9400.000 424.000 9700.000 GR 424.000 10100.000 425.000 10670.000 426.000 10750.000 427.500 10900.000 428.000 11240.000 GR 427.000 11260.000 412.000 11315.000 400.000 11335.000 400.000 11365.000 413.000 11385.000 GR 420.000 11410.000 425.500 11470.000 427.500 11515.000 424.500 11850.000 428.000 11945.000 GR 426.700 12380.000 428.800 12520.000 425.700 12650.000 429.800 12900.000 428.000 13200.000 GR 430.000 13600.000 432.500 13770.000 430.000 13800.000 428.500 14000.000 440.000 15300.000 GR 450.000 15900.000 450.000 16250.000 460.000 16400.000 .000 .000 .000 .000 NC .075 .070 .045 .000 .000 .000 .000 .000 .000 .000 NATURAL X- SECTION PROBABLE FROM PLANS E.F. APPLIED FROM HALFF STA 679. X1 65000.000 37.000 11240.000 11470.000 100.000 100.000 100.000 .000 .000 .000 X3 .000 .000 .000 11000.000 439.000 12900.000 470.000 .000 .000 .000 PAGE 2 GR 450.000 1000.000 440.000 3400.000 430.000 4075.000 430.000 GR 453.000 8000.000 453.500 8200.000 453.000 8400.000 446.300 GR 445.500 9600.000 450.500 10800.000 450.500 11065.000 445.500 GR 428.000 11240.000 427.000 11260.000 412.000 11315.000 400.000 GR 413.000 11385.000 420.000 11410.000 425.500 11470.000 427.500 GR 428.000 11945.000 426.700 12380.000 428.800 12520.000 425.600 GR 445.500 12965.000 450.500 12965.000 450.500 13490.000 455.000 GR 450.000 16250.000 460.000 16400.000 .000 .000 .000 NC .075 .070 .045 .000 .000 .000 .000 SB 1.050 1.300 2.600 .000 1800.000 396.000 27759.000 DID NOT REVERSE THIS X -SEC FROM HEX7 CORPS' X-SEC(FIA STUDY) U.S. OF 1H 635,NOTE X3 CARD TO REPLACE "D" SAME GR'S AS NALFF65 X-SEC 683.26 INSERTED X3 8 12900. TO BLOCK FLOW ON WEST BANK X1 65300.000 48.000 11240.000 11470.000 300.000 300.000 300.000 X2 .000 .000 1.000 445.000 450.000 .000 .000 X3 .000 .000 .000 11000.000 445.000 12900.000 445.000 BT 2.000 11260.000 450.500 445.500 11470.000 450.500 445.500 GR 450.000 1000.000 440.000 3400.000 430.000 4075.000 430.000 GR 432.600 7850.000 425.400 8135.000 429.500 8165.000 430.000 GR 425.000 8225.000 424.000 8300.000 427.000 8600.000 430.000 GR 425.000 8925.000 425.000 8995.000 424.000 9090.000 425.500 GR 424.000 10100.000 425.000 10670.000 426.000 10750.000 427.500 GR 427.000 11260.000 412.000 11315.000 400.000 11335.000 400.000 GR 420.000 11410.000 425.500 11470.000 427.500 11515.000 424.500 GR 426.700 12380.000 428.800 12520.000 425.700 12660.000 429.800 GR 430.000 13600.000 432.500 13770.000 430.000 13800.000 428.500 GR 450.000 15900.000 450.000 16250.000 460.000 16400.000 .000 NC .075 .075 .055 .000 .000 .000 .000 64900 X -SECTO MOVED U/S X1 65400.000 .000 .000 .000 100.000 100.000 100.000 X3 .000 .000 .000 11000.000 445.000 12900.000 445.000 NH 4.000 .050 3200.000 .100 3350.000 .070 3600.000 FROM NALFF65 STA 70200 X -SECT. CUT TO REFLECT INEF. FLOW DUE TO HIGH GR. OR HIGH RD. EMS X1 67180.000 28.000 3350.000 3600.000 2300.000 1300.000 1780.000 X3 .000 .000 .000 2050.000 .000 4000.000 .000 GR 460.000 .000 455.000 200.000 450.000 460.000 440.000 GR 436.000 1200.000 434.000 1400.000 432.000 1600.000 430.000 GR 430.000 2200.000 430.000 3200.000 430.000 3350.000 410.000 GR 415.000 3510.000 428.000 3600.000 428.000 4200.000 432.000 GR 434.000 7300.000 434.000 7600.000 432.000 8000.000 432.000 GR 435.000 10600.000 440.000 11600.000 450.000 11800.000 .000 NH 5.000 .050 5650.000 .100 5750.000 .070 5941.000 NH 6600.000 .000 .000 .000 .000 .000 .000 OT 4.000 23150.000 37400.000 45100.000 63100.000 .000 .000 FROM NALFF65 STA 70950 X1 67880.000 32.000 5750.000 5941.000 500.000 800.000 700.000 GR 439.000 4060.000 431.000 4110.000 428.600 4150.000 428.200 GR 428.500 4450.000 428.300 4550.000 427.000 4650.000 427.300 GR 426.500 4950.000 426.500 5050.000 427.000 5150.000 427.000 GR 428.500 5450.000 429.000 5550.000 430.000 5650.000 428.000 GR 419.000 5847.000 413.000 5859.000 398.000 5873.000 402.000 GR 425.000 5941.000 426.000 6024.000 428.000 6190.000 429.000 GR 436.500 6560.000 440.000 6600.000 .000 .000 .000 NC .050 .050 .050 .300 .500 .000 .000 FROM HALFF65 STA 71050 D/S FACE OF NEW VALLEY VIEW BRIDGE X1 67980.000 43.000 2765.000 2883.000 100.000 100.000 100.000 X4 5.000 430.000 2547.000 440.000 2547.000 440.000 2577.000 X4 2687.000 .000 .000 .000 .000 .000 .000 ST 2.000 1557.000 443.700 440.000 2960.000 443.700 440.000 GR 443.700 1000.000 443.700 1557.000 439.000 1557.000 427.000 GR 427.000 1923.000 440.000 1923.000 440.000 1945.000 427.000 GR 427.000 2023.000 440.000 2023.000 440.000 2026.000 427.000 GR 440.000 2126.000 440.000 2129.000 427.000 2129.000 427.000 GR 422.000 2765.000 420.000 2777.000 440.000 2777.000 440.000 GR 419.000 2786.000 413.500 2798.000 398.000 2820.000 402.000 GR 416.000 2874.000 420.000 2877.000 440.000 2877.000 440.000 GR 425.000 2883.000 425.500 2916.000 426.000 2918.000 440.000 GR 427.000 2921.000 439.000 2960.000 443.700 2960.000 .000 5825.000 450.500 7700.000 9300.000 445.500 9500.000 11065.000 427.800 11125.000 11335.000 400.000 11365.000 11515.000 424.500 11850.000 12660.000 429.800 12900.000 14000.000 450.000 15900.000 .000 .000 .000 .000 .000 .000 3.000 426.000 426.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 5825.000 431.500 7700.000 8180.000 429.000 8205.000 8750.000 428.500 8850.000 9400.000 424.000 9700.000 10900.000 428.000 11240.000 11365.000 413.000 11385.000 11850.000 428.000 11945.000 12900.000 428.000 13200.000 14000.000 440.000 15300.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .080 11800.000 .000 .000 .000 .000 .000 .000 .000 760.000 438.000 820.000 1600.000 428.000 2000.000 3410.000 402.000 3450.000 4400.000 432.000 7200.000 8100.000 435.000 8400.000 .000 .000 .000 .100 6024.000 .080 .000 .000 .000 .000 .000 .000 .000 .000 .000 4250.000 428.500 4350.000 4750.000 427.000 4850.000 5250.000 428.000 5350.000 5750.000 422.000 5825.000 5898.000 408.000 5917.000 6290.000 436.500 6320.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 430.000 2577.000 428.000 .000 .000 .000 .000 .000 .000 1596.000 426.500 1863.000 1945.000 427.000 1950.000 2026.000 427.000 2126.000 2200.000 428.000 2372.000 2780.000 420.000 2780.000 2840.000 407.500 2858.000 2880.000 422.000 2880.000 2918.000 440.000 2921.000 .000 .000 .000 PAGE 3 FROM HALFF65 STA 71150 U/S FACE OF NEW VALLEY VIEW BRIDGE X1 68080.000 .000 .000 .000 100.000 100.000 100.000 .000 .000 .000 X2 .000 .000 .000 .000 .000 .000 1.000 .000 .000 .000 X4 5.000 430.000 2547.000 440.000 2547.000 440.000 2577.000 430.000 2577.000 428.000 X4 2687.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 NH 5.000 .050 5650.000 .100 5750.000 .055 5950.000 .100 6190.000 .050 NH 6600.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 FROM HALFF65 STA. 702.00 X-SECT. CUT TO REFLECT INEF. FLOW DUE TO HIGH GR. OR HIGH RD. EMB X1 68180.000 31.000 5750.000 5950.000 100.000 100.000 100.000 .000 .000 .000 X3 .000 .000 .000 .000 .000 5980.000 .000 .000 .000 .000 GR 439.000 4060.000 431.000 4110.000 428.600 4150.000 428.200 4250.000 428.500 4350.000 GR 428.500 4450.000 428.300 4550.000 427.000 4650.000 427.300 4750.000 427.000 4850.000 GR 427.500 4950.000 429.000 5050.000 429.000 5150.000 429.000 5250.000 429.000 5350.000 GR 430.000 5450.000 430.000 5550.000 430.000 5650.000 428.000 5750.000 422.000 5825.000 GR 419.000 5847.000 413.000 5859.000 398.000 5873.000 402.000 5898.000 408.000 5917.000 GR 432.000 5950.000 432.000 6190.000 432.000 6290.000 436.500 6320.000 436.500 6560.000 GR 440.000 6600.000 .000 .000 .000 .000 .000 .000 .000 .000 NC .000 .000 .000 .100 .300 .000 .000 .000 .000 .000 NH 5.000 .050 2415.000 .100 2710.000 .070 2935.000 .100 3045.000 .050 NH 3660.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 REVERSED X-SEC 712.70 FROM HEX7 FROM TOPO(COE) LOCATED AT MID POINT OF 5-ACRE TRACT U.S. OF V.VIEW X-SECT. CUT TO REFLECT INEF. FLOW DUE TO HIGH GR. OR HIGH RD. EMB X1 68350.000 23.000 2710.000 2935.000 140.000 270.000 170.000 .000 .000 .000 X3 .000 .000 .000 .000 .000 3230.000 .000 .000 .000 .000 GR 440.000 1000.000 430.000 1030.000 429.000 1280.000 429.000 1480.000 430.000 1850.000 GR 430.000 2415.000 428.000 2660.000 430.000 2710.000 428.000 2720.000 428.000 2775.000 GR 422.000 2795.000 420.000 2830.000 410.000 2840.000 402.000 2875.000 410.000 2905.000 GR 420.000 2921.000 428.000 2935.000 430.000 2960.000 432.000 3045.000 430.000 3190.000 GR 431.900 3335.000 433.500 3520.000 434.000 3660.000 .000 .000 .000 .000 NH 5.000 .050 2410.000 .100 2585.000 .070 2745.000 .100 2880.000 .050 NH 4110.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 REVERSED X -SEC 714.45 FROM HEX7 X-SEC AT U.S. END OF 5-ACRE TRACT, NEAR START OF IFCDIII LEVEE X -SECT. CUT TO REFLECT INEF. FLOW DUE TO HIGH GR. OR HIGH RD. EMB X1 68600.000 31.000 2585.000 2745.000 150.000 270.000 250.000 .000 .000 .000 X3 .000 .000 .000 .000 .000 3390.000 .000 .000 .000 .000 GR 440.000 1000.000 430.000 1030.000 429.000 1260.000 429.000 1460.000 430.000 1830.000 GR 430.000 2395.000 428.000 2410.000 428.000 2585.000 422.000 2605.000 420.000 2640.000 GR 410.000 2650.000 402.000 2685.000 410.000 2715.000 420.000 2732.000 430.000 2745.000 GR 430.000 2880.000 431.000 2990.000 431.000 3185.000 430.000 3255.000 429.000 3260.000 GR 430.000 3270.000 430.000 3390.000 428.000 3420.000 428.000 3480.000 430.000 3490.000 GR 431.000 3560.000 431.000 3560.000 432.600 3859.000 432.600 3860.000 434.000 3980.000 GR 436.000 4110.000 .000 .000 .000 .000 .000 .000 .000 .000 NH 5.000 .050 2075.000 .100 2165.000 .080 2320.000 .100 2415.000 .050 NH 3450.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 FROM HALFF65 HALFF X-SECTION 725.0 X1 69480.000 24.000 2165.000 2320.000 710.000 670.000 880.000 .000 .000 .000 GR 445.000 1000.000 429.000 1040.000 428.600 1500.000 430.000 1740.000 430.600 1900.000 GR 430.000 2075.000 428.000 2165.000 422.000 2195.000 419.000 2220.000 413.000 2230.000 GR 398.000 2245.000 402.000 2270.000 408.000 2290.000 422.000 2310.000 428.000 2320.000 GR 430.000 2360.000 432.000 2415.000 434.000 2430.000 434.000 2800.000 432.000 2830.000 GR 432.000 3275.000 430.000 3300.000 430.000 3400.000 445.000 3450.000 .000 .000 NH 5.000 .050 11040.000 .100 11350.000 .080 11600.000 .100 11700.000 .050 NH 18200.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 OT 4.000 23100.000 36900.000 44650.000 62700.000 .000 .000 .000 .000 .000 REVERSED X-SEC 743. FROM HEX7,CHANGED X3 TO REFLECT ENCR IN FWAY NOT IN COE MODEL X -SECT. CUT TO REFLECT INEF. FLOW DUE TO HIGH GR. OR HIGH RD. EMB X1 71280.000 32.000 11350.000 11600.000 1760.000 2100.000 1800.000 .000 .000 .000 X3 .000 .000 .000 10300.000 .000 12700.000 .000 .000 .000 .000 PAGE 4 GR 450.000 1000.000 440.000 1600.000 442.000 6200.000 444.000 GR 442.000 7530.000 440.000 7750.000 438.000 8100.000 436.000 GR 433.000 8500.000 434.000 8625.000 438.000 8650.000 434.000 GR 434.000 9100.000 432.000 10150.000 432.000 11030.000 430.000 GR 428.000 11360.000 400.500 11460.000 400.500 11500.000 428.000 GR 432.000 11700.000 430.000 11750.000 430.000 15500.000 435.000 GR 445.000 18100.000 450.000 18200.000 .000 .000 .000 NH 7.000 .050 1446.000 .035 1800.000 .070 2035.000 NH 2330.000 .100 2450.000 .050 4250.000 .000 .000 FROM HALFF65, BEGIN F8-C 300' BOTTOM SWALE 10' DEEP (STA.760.0) REVISED IFCDIII O'BANK TO REFLECT TYPE 1 CLEARING X1 72920.000 27.000 2135.000 2330.000 1500.000 1320.000 1640.000 GR 445.000 905.000 430.000 950.000 430.000 1446.000 421.000 GR 421.000 1773.000 430.000 1800.000 430.000 2035.000 430.000 GR 418.400 2160.000 410.000 2195.000 408.000 2220.000 410.500 GR 428.000 2330.000 428.000 2360.000 430.000 2370.000 431.600 GR 432.000 2800.000 432.000 2825.000 431.000 2860.000 430.000 GR 430.000 4200.000 445.000 4250.000 .000 .000 .000 NH 5.000 .035 8812.000 .050 8975.000 .060 9200.000 NH 11640.000 .000 .000 .000 .000 .000 .000 FROM HALFF65, FB -C SHALE NARROWS TO 250' NEAR ELM FORK OXBOW FOR ONLY THIS SECTION. REVISED IFCDIII O'BANK TO REFLECT TYPE 1 CLEARING 1976 C OF E X-SECTION "P" STA 78610 X1 75620.000 30.000 8975.000 9200.000 1300.000 1200.000 2700.000 GR 445.000 8465.000 421.480 8535.000 421.480 8785.000 432.300 GR 432.300 8814.000 432.300 8815.000 432.700 8974.000 432.700 GR 410.000 9050.000 408.000 9075.000 410.500 9090.000 420.000 GR 432.400 9300.000 431.500 9450.000 430.300 9960.000 432.000 GR 432.000 10620.000 432.000 10620.000 430.000 10700.000 430.000 GR 430.000 11230.000 430.000 11240.000 430.000 11270.000 430.000 NH 6.000 .035 7861.000 .050 9380.000 .100 9440.000 NH 9850.000 .050 10740.000 .000 .000 .000 .000 FROM HALFF65, REVISED IFCDIII O'BANK TO REFLECT TYPE I CLEARING 1945 C OF E X- SECTION 80490 X1 77490.000 32.000 9440.000 9700.000 1080.000 700.000 1870.000 GR 445.000 7460.000 421.900 7530.000 421.900 7830.000 433.800 GR 433.800 7863.000 433.800 7865.000 433.500 8000.000 433.200 GR 431.800 8700.000 432.000 8900.000 432.600 9200.000 432.000 GR 433.000 9440.000 418.800 9448.000 410.000 9510.000 407.500 GR 422.000 9605.000 429.000 9654.000 431.000 9690.000 434.000 GR 435.000 9950.000 436.000 10040.000 435.000 10150.000 434.000 GR 434.000 10715.000 445.000 10740.000 .000 .000 .000 NH 7.000 .050 295.000 .035 660.000 .050 1400.000 NH 1712.000 .100 1900.000 .050 3712.000 .000 .000 FROM HALFF65 STA.840.00 X1 80970.000 29.000 1534.000 1712.000 1900.000 1650.000 3480.000 GR 444.000 6.000 434.300 36.000 434.600 200.000 434.200 GR 422.560 630.000 433.300 660.000 433.300 670.000 433.300 GR 433.300 800.000 433.700 1000.000 434.400 1200.000 434.900 GR 426.000 1554.000 419.000 1560.000 408.000 1620.000 412.000 GR 436.000 1712.000 435.500 1900.000 434.800 2000.000 434.800 GR 433.800 2600.000 434.000 2800.000 433.900 3655.000 446.800 NH 8.000 .050 9983.000 .035 10355.000 .050 10700.000 NH 10980.000 .100 11060.000 .050 13474.000 .035 13890.000 FROM HALFF65. REVISED TO REFLECT IFCDIII O'FLOW SWALE (STA. 864.30) X1 83400.000 33.000 10740.000 10980.000 2300.000 2200.000 2430.000 GR 445.000 9900.000 436.000 9925.000 435.800 9983.000 423.450 GR 435.000 10355.000 435.000 10356.000 435.000 10357.000 435.000 GR 436.800 10700.000 436.000 10740.000 434.000 10760.000 432.200 GR 411.000 10840.000 410.000 10900.000 421.000 10920.000 428.000 GR 436.500 11060.000 436.000 11300.000 436.700 11400.000 435.000 GR 434.000 13474.000 425.500 13508.000 424.100 13649.000 424.100 GR 430.400 13821.000 431.800 13850.000 446.200 13890.000 .000 NH 8.000 .035 1385.000 .050 2260.000 .100 2325.000 NH 2900.000 .050 3000.000 .080 4762.000 .035 5199.000 FROM HALFF65 STA. 878.00 X1 84750.000 37.000 2325.000 2625.000 1200.000 1400.000 1350.000 7200.000 444.000 7400.000 8300.000 434.000 8400.000 8700.000 434.000 8900.000 11040.000 430.000 11350.000 11590.000 430.000 11600.000 16800.000 440.000 17520.000 .000 .000 .000 .100 2135.000 .050 .000 .000 .000 .000 .000 .000 1473.000 421.000 1473.000 2120.000 428.000 2135.000 2235.000 420.000 2255.000 2450.000 431.900 2700.000 2900.000 430.000 3500.000 .000 .000 .000 .100 9300.000 .050 .000 .000 .000 .000 .000 .000 8812.000 432.300 8813.000 8975.000 418.400 9015.000 9110.000 428.700 9200.000 10200.000 432.000 10450.000 10700.000 430.000 11180.000 11600.000 445.000 11640.000 .075 9700.000 .100 .000 .000 .000 .000 .000 .000 7861.000 433.800 7862.000 8200.000 432.000 8500.000 9260.000 432.000 9380.000 9540.000 410.000 9565.000 9700.000 434.000 9850.000 10260.000 434.500 10450.000 .000 .000 .000 .100 1534.000 .070 .000 .000 .000 .000 .000 .000 295.000 422.560 330.000 680.000 433.300 690.000 1400.000 433.500 1534.000 1680.000 424.300 1687.000 2200.000 434.500 2400.000 3712.000 .000 .000 .100 10740.000 .070 .000 .000 .000 .000 .000 .000 10020.000 423.450 10320.000 10500.000 436.000 10550.000 10790.000 423.200 10820.000 10970.000 436.000 10980.000 11700.000 434.000 12200.000 13661.000 425.500 13801.000 .000 .000 .000 .075 2625.000 .100 .000 .000 .000 .000 .000 .000 PAGE 5 GR 445.000 1000.000 424.000 1062.000 424.000 1362.000 431.500 1385.000 431.500 1385.000 GR 434.000 1565.000 434.000 1565.000 434.000 1565.000 436.000 1650.000 436.000 2125.000 GR 438.000 2260.000 439.000 2325.000 430.000 2350.000 412.000 2390.000 412.000 2450.000 GR 421.000 2470.000 430.000 2540.000 432.000 2555.000 434.000 2575.000 436.000 2590.000 GR 438.000 2610.000 439.000 2625.000 438.000 2900.000 437.400 3000.000 436.500 3500.000 GR 436.000 3650.000 436.000 4000.000 435.600 4200.000 436.000 4500.000 436.000 4762.000 GR 425.700 4803.000 424.300 4944.000 424.300 4956.000 425.700 5109.000 433.800 5145.000 GR 435.000 5168.000 446.600 5199.000 .000 .000 .000 .000 .000 .000 NH 8.000 .050 1320.000 .050 2260.000 .100 2325.000 .075 2625.000 .100 NH 2900.000 .050 3000.000 .080 4762.000 .035 5199.000 .000 .000 .000 FROM HALFF65. FB -C SWALE ENDS 8 N END OF FB-C LEVEE. REVISED TO REFLECT IFCDIII O'FLOW SWALE & LEVEE. (STA. 880.00) NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY X1 85000.000 32.000 2325.000 2625.000 350.000 200.000 250.000 .000 .000 .000 GR 438.000 880.000 438.000 1080.000 426.500 1200.000 436.000 1320.000 436.000 2125.000 GR 438.000 2260.000 439.000 2325.000 430.000 2350.000 412.000 2390.000 412.000 2450.000 GR 421.000 2470.000 430.000 2540.000 432.000 2555.000 434.000 2575.000 436.000 2590.000 GR 438.000 2610.000 439.000 2625.000 438.000 2900.000 437.400 3000.000 436.500 3500.000 GR 436.000 3650.000 436.000 4000.000 435.600 4200.000 436.000 4500.000 436.000 4762.000 GR 425.700 4803.000 424.300 4944.000 424.300 4956.000 425.700 5109.000 433.800 5145.000 GR 435.000 5168.000 446.600 5199.000 .000 .000 .000 .000 .000 .000 NH 7.000 .050 4430.000 .100 4740.000 .060 4997.000 .100 5042.000 .080 NH 5782.000 .050 6071.000 .035 7513.000 .000 .000 .000 .000 .000 SYN. X-SEC TAKEN FROM 1 =400' TOPO AND FB-C AND IFCDII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS (STA. 895.90) X1 86560.000 62.000 4740.000 4997.000 1200.000 900.000 1560.000 .000 .000 .000 X3 .000 .000 .000 2000.000 .000 7100.000 .000 .000 .000 .000 GR 442.300 1000.000 442.300 1998.000 438.200 2023.000 438.000 2080.000 436.000 2100.000 GR 434.000 2110.000 432.000 2130.000 432.000 2160.000 430.000 2170.000 428.000 2185.000 GR 427.000 2210.000 428.000 2233.000 430.000 2245.000 432.000 2260.000 434.000 2270.000 GR 434.000 2300.000 430.000 2316.000 430.000 2776.000 436.000 2800.000 450.000 2821.000 GR 450.000 4430.000 438.000 4440.000 436.000 4740.000 434.000 4765.000 432.000 4780.000 GR 430.000 4790.000 428.000 4800.000 410.000 4875.000 410.000 4905.000 428.000 4980.000 GR 430.000 4990.000 438.000 4997.000 439.000 5042.000 437.800 5235.000 438.000 5280.000 GR 436.000 5286.000 436.000 5292.000 436.000 5311.000 436.000 5317.000 438.000 5345.000 GR 438.000 5354.000 438.000 5386.000 436.000 5400.000 438.000 5447.000 439.100 5509.000 GR 438.000 5564.000 436.000 5584.000 436.000 5603.000 435.300 5696.000 435.500 5782.000 GR 435.200 6071.000 425.900 6108.000 424.500 6250.000 424.500 6262.000 426.000 6402.000 GR 428.000 6580.000 429.000 7285.000 430.000 7304.000 435.000 7322.000 436.000 7352.000 GR 442.000 7373.000 442.100 7513.000 .000 .000 .000 .000 .000 .000 NH 5.000 .050 4895.000 .100 4953.000 .060 5110.000 .100 5200.000 .050 NH 7712.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 SYN X-SEC TAKEN FROM 1" =400' TOPO AND FB -C AND IFCDIII PLANS NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY ADJ. LT. BANK TO REFLECT NEW FILL SHOWS O'BANK CLEARING BOTH SIDES, FB -C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS (STA. 905.30) * ** *REV. TO BLOCK OUT INEFFECTIVE AREA 5/12/86 * * * ** X1 87530.000 61.000 4953.000 5110.000 600.000 1035.000 970.000 .000 .000 .000 X3 .000 .000 .000 2070.000 .000 7620.000 .000 .000 .000 .000 GR 442.800 1000.000 442.800 2000.000 438.500 2026.000 436.000 2100.000 434.000 2120.000 GR 432.000 2220.000 430.000 2233.000 428.000 2265.000 428.000 2278.000 428.000 2290.000 GR 430.000 2303.000 432.000 2314.000 432.000 2345.000 434.000 2356.000 436.000 2362.000 GR 436.400 2418.000 430.000 2444.000 436.200 2618.000 450.000 2639.000 450.000 4380.000 GR 450.000 4760.000 440.000 4770.000 438.400 4810.000 438.400 4895.000 440.000 4914.000 GR 440.000 4953.000 430.000 4963.000 428.000 4971.000 410.000 5050.000 410.000 5078.000 GR 414.000 5085.000 416.000 5089.000 418.000 5093.000 420.000 5096.000 422.000 5102.000 GR 424.000 5105.000 426.000 5110.000 428.000 GR 434.000 5265.000 436.000 5286.000 438.000 GR 437.200 5540.000 444.300 5562.000 444.300 GR 444.300 6625.000 444.000 6628.000 436.000 GR 434.000 7185.000 434.000 7205.000 434.200 GR 442.800 7712.000 .000 .000 .000 NH 5.000 .050 1365.000 .050 3840.000 NH 6881.000 .000 .000 .000 .000 FROM HALFF65. STA. 908.00 INSERTED X3 IN ROB ADJ. LT. BANK TO REFLECT NEW FILL 5158.000 5290.000 6163.000 6652.000 7380.000 .000 .060 .000 430.000 438.000 444.300 435.300 435.500 .000 4030.000 .000 5200.000 432.000 5240.000 5300.000 438.000 5390.000 6203.000 444.300 6223.000 6785.000 435.200 7070.000 7590.000 442.000 7620.000 .000 .000 .000 .050 4250.000 .050 .000 .000 .000 PAGE 6 X7 87800.000 40.000 3840.000 4030.000 250.000 X3 .000 .000 .000 1000.000 .000 GR 449.500 1080.000 438.000 1090.000 438.000 GR 432.000 1220.000 430.000 1250.000 428.000 GR 432.000 1325.000 434.000 1365.000 436.000 GR 440.000 3805.000 440.000 3830.000 430.000 GR 416.000 3980.000 430.000 4030.000 434.000 GR 440.000 4190.000 440.300 4250.000 449.500 GR 437.000 6100.000 435.500 6101.000 436.000 GR 436.000 6220.000 436.000 6340.000 437.000 NC .080 .080 .070 .600 .800 FROM HALFF65. STA. 909.00 INSERTED X3 IN ROB X1 87900.000 48.000 3790.000 4050.000 100.000 X3 .000 .000 .000 1000.000 .000 BT 18.000 1195.000 440.000 438.000 1345.000 8T 1515.000 440.100 440.100 1520.000 449.500 BT 446.600 446.600 3790.000 446.600 442.600 BT 446.600 4080.000 446.500 446.500 4085.000 BT 5675.000 439.900 439.900 5850.000 440.000 BT 440.200 438.000 6240.000 440.200 438.000 GR 449.500 1000.000 450.000 1095.000 440.000 GR 436.000 1215.000 434.000 1230.000 432.000 GR 432.000 1290.000 434.000 1300.000 436.000 GR 440.100 1515.000 449.500 1520.000 449.500 GR 440.000 3815.000 430.000 3840.000 410.000 GR 434.000 4020.000 440.000 4040.000 442.600 GR 449.500 4085.000 450.000 5670.000 439.900 GR 438.000 6200.000 433.000 6210.000 433.000 GR 440.400 6690.000 450.000 6695.000 450.000 GR 442.400 9340.000 450.000 9345.000 450.000 FROM HALFF65. STA. 909.30 INSERTED X3 IN ROB X1 87930.000 .000 .000 .000 30.000 X2 .000 .000 .000 .000 .000 X3 .000 .000 .000 1000.000 .000 FROM HALFF65. STA. 909.60 INSERTED X3 IN ROB X1 87960.000 40.000 3740.000 4035.000 30.000 X3 .000 .000 .000 1000.000 .000 X4 2.000 440.000 1165.000 434.500 1166.000 GR 449.500 1000.000 449.500 1075.000 440.000 GR 430.000 1300.000 434.000 1370.000 440.000 GR 449.500 3725.000 442.000 3730.000 442.000 GR 430.000 3840.000 410.000 3900.000 410.000 GR 438.000 4035.000 438.000 4045.000 449.500 GR 440.000 6170.000 434.000 6180.000 434.000 GR 433.500 6270.000 440.000 6271.000 440.000 GR 437.500 8355.000 438.000 9000.000 439.000 NC .000 .000 .000 .300 .500 FROM HALFF65. STA. 910.00 INSERTED X3 IN ROB X1 88000.000 40.000 3740.000 4035.000 40.000 X3 .000 .000 .000 1000.000 .000 X4 3.000 440.000 1125.000 434.500 1126.000 GR 449.500 1000.000 449.500 1075.000 435.800 GR 430.000 1300.000 434.000 1370.000 436.000 GR 449.500 3725.000 442.000 3730.000 442.000 GR 430.000 3840.000 410.000 3900.000 410.000 GR 438.000 4035.000 438.000 4045.000 449.500 GR 440.000 6130.000 434.000 6140.000 434.000 GR 433.500 6310.000 440.000 6311.000 440.000 GR 437.500 8355.000 438.000 9000.000 439.000 FROM HALFF65. STA.910.30 INSERTED X3 IN ROB X1 88030.000 58.000 8580.000 8840.000 30.000 X3 .000 .000 .000 5920.000 .000 BT 8.000 5900.000 449.500 446.500 6300.000 BT 8840.000 449.500 446.500 10460.000 450.000 BT 450.000 447.000 14100.000 450.000 447.000 200.000 6480.000 1100.000 1270.000 1525.000 3840.000 4050.000 4255.000 6165.000 6341.000 .000 160.000 6480.000 440.000 449.500 4050.000 449.500 440.000 .000 1100.000 1245.000 1320.000 3780.000 3900.000 4050.000 5675.000 6230.000 8405.000 11030.000 30.000 .000 6480.000 30.000 6500.000 .000 1076.000 1375.000 3740.000 3950.000 4050.000 6190.000 6630.000 9280.000 .000 40.000 6500.000 440.000 1076.000 1400.000 3740.000 3950.000 4050.000 6190.000 6630.000 9280.000 30.000 11480.000 449.500 447.000 .000 270.000 .000 436.000 428.000 449.500 410.000 436.000 450.000 432.000 437.000 .000 100.000 .000 438.000 3780.000 446.600 449.500 6200.000 .000 440.000 430.000 438.000 446.600 410.000 446.600 440.000 438.000 441.800 .000 30.000 1.000 .000 30.000 .000 .000 434.000 440.000 440.000 430.000 450.000 433.000 450.000 450.000 .000 40.000 .000 1415.000 434.000 440.000 440.000 430.000 450.000 433.000 450.000 450.000 30.000 .000 446.500 11480.000 .000 .000 .000 .000 .000 .000 .000 1130.000 434.000 1150.000 1290.000 430.000 1305.000 1530.000 449.500 3800.000 3900.000 410.000 3928.000 4100.000 438.000 4170.000 5675.000 437.000 5680.000 6200.000 432.000 6210.000 6880.000 450.000 6881.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 1345.000 440.000 440.000 449.500 449.500 3790.000 442.600 4050.000 446.600 5670.000 450.000 450.000 440.200 440.200 6200.000 .000 .000 .000 1195.000 438.000 1195.000 1255.000 430.000 1285.000 1345.000 440.000 1345.000 3790.000 442.600 3790.000 3950.000 430.000 4000.000 4050.000 446.500 4080.000 5850.000 440.200 6200.000 6240.000 440.200 6240.000 8410.000 442.000 8930.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 1200.000 430.000 1250.000 1470.000 449.500 1476.000 3760.000 438.000 3800.000 4000.000 434.000 4010.000 5610.000 440.000 5615.000 6200.000 433.000 6250.000 6635.000 450.000 8350.000 9285.000 450.000 10265.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 1200.000 430.000 1250.000 1470.000 449.500 1476.000 3760.000 438.000 3800.000 4000.000 434.000 4010.000 5610.000 440.000 5615.000 6200.000 433.000 6250.000 6635.000 450.000 8350.000 9285.000 450.000 10265.000 .000 .000 .000 .000 .000 .000 8580.000 449.500 446.500 450.000 447.000 13190.000 .000 .000 .000 PAGE 7 GR 449.500 5900.000 446.500 5900.000 438.000 5930.000 436.000 5940.000 436.000 5970.000 GR 434.000 5980.000 432.000 6020.000 430.000 6090.000 430.000 6150.000 432.000 6200.000 GR 434.000 6220.000 436.000 6250.000 438.000 6270.000 440.000 6280.000 446.500 6300.000 GR 449.500 6300.000 449.500 8580.000 446.500 8580.000 430.000 8590.000 410.000 8650.000 GR 410.000 8700.000 430.000 8760.000 434.000 8770.000 438.000 8800.000 446.500 8840v000 GR 449.500 8840.000 450.000 10460.000 447.000 10460.000 440.000 10470.000 440.000 10840.000 GR 439.900 10840.000 436.000 10841.000 436.700 10950.000 435.000 11020.000 432.000 11030.000 GR 434.000 11080.000 436.000 11100.000 439.900 11101.000 440.000 11101.000 440.000 11445.000 GR 447.000 11480.000 450.000 11480.000 450.000 13190.000 447.000 13190.000 440.000 13220.000 GR 438.000 13310.000 438.000 13460.000 440.000 13465.000 442.000 13490.000 442.000 13610.000 GR 440.000 13670.000 439.500 13700.000 440.000 13730.000 440.000 13970.000 439.200 14020.000 GR 440.000 14070.000 447.000 14100.000 450.000 14100.000 .000 .000 .000 .000 FROM HALFF65. STA. 910.50 INSERTED X3 IN ROB X1 88050.000 .000 .000 .000 20.000 20.000 20.000 .000 .000 .000 X2 .000 .000 .000 .000 .000 .000 1.000 .000 .000 .000 X3 .000 .000 .000 5920.000 .000 11480.000 .000 .000 .000 .000 NC .150 .120 .070 .000 .000 .000 .000 .000 .000 .000 FROM HALFF65. STA. 911.50 INSERTED X3 IN ROB X1 88150.000 48.000 3830.000 4190.000 100.000 100.000 100.000 .000 .000 .000 X3 .000 .000 .000 1100.000 .000 6895.000 .000 .000 .000 .000 GR 445.000 1000.000 438.000 1020.000 438.000 1100.000 436.000 1130.000 434.000 1150.000 GR 432.000 1220.000 430.000 1250.000 428.000 1270.000 428.000 1290.000 430.000 1305.000 GR 432.000 1325.000 434.000 1365.000 436.000 1450.000 436.600 1690.000 449.500 1695.000 GR 449.500 3655.000 440.000 3660.000 440.000 3830.000 430.000 3840.000 410.000 3900.000 GR 410.000 3928.000 416.000 3980.000 430.000 4030.000 434.000 4050.000 436.000 4100.000 GR 438.000 4170.000 440.000 4190.000 440.300 4250.000 440.200 4315.000 449.600 4320.000 GR 449.900 5515.000 440.000 5520.000 440.000 6000.000 435.000 6001.000 436.000 6165.000 GR 432.000 6200.000 432.000 6210.000 436.000 6220.000 436.000 6400.000 440.000 6401.000 GR 440.000 6890.000 450.000 6895.000 450.000 8295.000 438.000 8300.000 438.000 8475.000 GR 440.000 9500.000 450.000 9505.000 450.000 10800.000 .000 .000 .000 .000 NC .080 .060 .075 .000 .000 .000 .000 .000 .000 .000 FROM HALFF65. STA. 920.97 X1 89050.000 46.000 4970.000 5265.000 980.000 550.000 900.000 .000 .000 .000 GR 450.000 1000.000 440.000 1005.000 440.000 1400.000 432.000 1900.000 434.000 2260.000 GR 436.000 2270.000 438.000 2495.000 438.200 2750.000 438.000 3005.000 437.800 3200.000 GR 438.000 3400.000 440.000 3670.000 440.000 3765.000 438.000 3772.000 436.000 3780.000 GR 434.000 3830.000 432.000 3870.000 432.000 3935.000 434.000 3985.000 436.000 4125.000 GR 438.000 4505.000 438.300 4700.000 438.000 4860.000 436.000 4885.000 434.000 4970.000 GR 432.000 4995.000 430.000 5050.000 428.000 5070.000 426.000 5080.000 420.000 5095.000 GR 410.000 5100.000 410.000 5180.000 420.000 5185.000 424.000 5195.000 426.000 5230.000 GR 430.000 5250.000 438.000 5265.000 438.800 5325.000 450.000 5330.000 450.000 5775.000 GR 438.100 5780.000 438.000 6155.000 437.000 6500.000 438.000 6805.000 438.000 7025.000 GR 450.000 7130.000 .000 .000 .000 .000 .000 .000 .000 .000 NC .080 .060 .075 .100 .300 .000 .000 .000 .000 .000 CT 4.000 24300.000 37100.000 44350.000 60400.000 .000 .000 .000 .000 .000 OLD STA. 93000 NDM X-SECTION X1 90000.000 40.000 9412.000 9733.000 700.000 930.000 950.000 .000 .000 .000 GR 450.000 1000.000 442.000 1010.000 440.800 1285.000 440.700 1810.000 440.000 2120.000 GR 440.000 2670.000 434.000 3300.000 434.000 3575.000 440.000 4360.000 446.700 5330.000 GR 438.000 5835.000 438.000 6525.000 436.100 6780.000 447.500 6950.000 444.800 7480.000 GR 445.000 7950.000 440.200 8630.000 448.000 9147.000 439.000 9342.000 438.000 9412.000 GR 435.000 9442.000 434.400 9452.000 431.400 9522.000 431.000 9557.000 415.900 9589.000 GR 409.600 9591.000 409.600 9645.000 415.900 9647.000 427.400 9670.000 429.200 9689.000 GR 430.400 9715.000 430.400 9715.000 440.500 9733.000 440.000 9760.000 441.200 9810.000 GR 440.000 9840.000 438.000 10004.000 438.000 10690.000 445.000 10765.000 445.000 14855.000 OLD STA. 93780 NDM X-SECTION X1 90880.000 45.000 7725.000 7990.000 500.000 780.000 880.000 .000 .000 .000 GR 438.000 1000.000 438.000 1920.000 440.000 2230.000 440.000 2640.000 436.900 2870.000 GR 440.500 3500.000 436.500 3692.000 438.500 4080.000 438.500 4440.000 445.100 4510.000 GR 448.500 4860.000 462.200 4920.000 457.000 5530.000 444.000 5860.000 437.000 6165.000 GR 437.500 6835.000 439.500 7315.000 440.000 7510.000 440.000 7585.000 439.000 7600.000 GR 438.000 7635.000 437.000 7725.000 435.000 7760.000 434.500 7783.000 432.900 7833.000 GR 416.500 7866.000 414.500 7867.000 414.500 7939.000 416.500 7940.000 430.400 7959.000 GR 431.800 7970.000 441.300 7990.000 440.700 8046.000 440.700 8050.000 441.800 8099.000 GR 441.800 8100.000 440.000 8245.000 429.400 8284.000 429.400 8512.000 438.000 8550.000 GR 438.000 8600.000 445.000 8620.000 445.000 12805.000 445.000 12915.000 450.000 13000.000 PAGE 8 FROM HEX7 (REVERSED) 1976 C OF E X-SECTION "T" STA 95090 X1 92090.000 45.000 9000.000 9320.000 GR 452.800 1000.000 452.400 1100.000 GR 441.500 1800.000 442.500 2100.000 GR 440.200 4110.000 439.900 4210.000 GR 440.200 5500.000 441.400 5600.000 GR 441.600 6950.000 440.000 6965.000 GR 446.900 8700.000 441.200 8800.000 GR 427.000 9135.000 412.700 9175.000 GR 430.000 9300.000 442.500 9320.000 GR 429.800 9864.000 439.100 9900.000 OLD STA. 95270 NDM X- SECTION X1 92300.000 42.000 7703.000 7969.000 GR 438.000 1000.000 438.000 1580.000 GR 442.300 3820.000 438.000 4450.000 GR 437.800 6070.000 438.200 6660.000 GR 437.300 7703.000 433.800 7718.000 GR 417.800 7820.000 415.100 7821.000 GR 423.300 7875.000 430.100 7890.000 GR 439.000 7969.000 440.700 8000.000 GR 429.900 8250.000 429.900 8480.000 GR 445.000 12340.000 450.000 12580.000 NC .070 .060 .060 .000 FROM HEX7 (REVERSED) OLD 96620 NDM X-SECTION X1 93620.000 49.000 8200.000 8380.000 GR 445.000 1000.000 445.000 1080.000 GR 440.000 2300.000 439.500 2700.000 GR 443.000 3720.000 446.500 3810.000 GR 445.500 4910.000 -- 445.800 5000.000 - GR 442.500 5760.000 445.000 5970.000 GR 444.000 7100.000 443.000 7320.000 GR 436.500 7670.000 441.500 7690.000 GR 418.000 8230.000 420.000 8260.000 GR 439.000 8450.000 443.500 8590.000 GR 445.000 10220.000 445.000 12430.000 NC .070 .100 .060 .000 OLD 96670 CENTER LINE CARROLLTON DAM X1 93670.000 59.000 8200.000 8470.000 GR 445.000 1000.000 445.000 1080.000 GR 440.000 2300.000 439.500 2700.000 GR 443.000 3720.000 446.500 3810.000 GR 445.500 4910.000 445.800 5000.000 GR 442.500 5760.000 445.000 5970.000 GR 444.000 7100.000 443.000 7320.000 GR 436.500 7670.000 441.500 7690.000 GR 437.500 8225.000 437.500 8274.000 GR 437.500 6420.000 439.000 8470.000 GR 442.000 10140.000 443.000 10540.000 GR 442.500 12000.000 442.500 12110.000 GR 444.000 12330.000 443.500 12430.000 NC .000 .000 .000 .300 OLD 96620 SECTION MOVED U/S X1 93730.000 44.000 8490.000 8800.000 BT 2.000 8490.000 443.500 439.600 GR 450.000 1000.000 447.000 1420.000 GR 441.500 3620.000 442.000 3820.000 GR 447.000 5420.000 443.500 5820.000 GR 445.000 7290.000 443.500 7860.000 GR 431.000 8050.000 436.500 8090.000 GR 443.000 8370.000 443.500 8490.000 GR 420.000 8670.000 414.500 8700.000 GR 446.500 9110.000 445.500 9310.000 GR 445.000 12720.000 445.000 12820.000 964.000 444.300 437.600 435.100 445.000 440.000 442.800 410.600 440.900 440.000 210.000 438.600 441.400 438.000 431.800 415.100 431.100 440.000 440.000 .000 .000 2570.000 446.000 440.500 449.500 446.000 444.000 439.500 440.500 414.500 444.500 447.000 .000 50.000 446.000 440.500 449.500 446.000 444.000 439.500 440.500 434.000 443.500 444.000 441.000 447.000 .500 60.000 8800.000 447.000 450.000 443.500 441.000 441.500 439.600 444.600 446.000 447.000 1234.000 1300.000 2500.000 4700.000 6000.000 8250.000 8940.000 9190.000 9444.000 10010.000 210.000 2280.000 4800.000 7550.000 7757.000 7862.000 7928.000 8158.000 8520.000 .000 .000 1420.000 1180.000 2900.000 4200.000 5090.000 6280.000 7580.000 7830.000 8280.000 9620.000 12840.000 .000 50.000 1180.000 2900.000 4200.000 5090.000 6280.000 7580.000 7830.000 8275.000 8620.000 10650.000 12200.000 12840.000 .000 60.000 448.500 1620.000 4420.000 6120.000 7920.000 8110.000 8490.000 8800.000 9610.000 13120.000 1210.000 .000 444.200 1400.000 438.900 3475.000 438.900 5100.000 442.300 6080.000 446.500 8400.000 445.200 8970.000 428.000 9235.000 444.900 9594.000 445.000 10025.000 210.000 .000 441.100 2710.000 437.000 5080.000 439.700 7618.000 427.600 7780.000 417.100 7863.000 434.900 7938.000 440.000 8159.000 440.000 8700.000 .000 .000 .000 .000 1320.000 .000 446.000 1240.000 439.000 3010.000 449.500 4520.000- 444.000 5240.000- 442.000 6470.000 437.500 7610.000 441.000 7940.000 437.500 8380.000 443.500 10000.000 450.000 12940.000 .000 .000 50.000 .000 446.000 1240.000 439.000 3010.000 449.500 4520.000 444.000 5240.000 442.000 6470.000 437.500 7610.000 441.000 7940.000 434.300 8390.000 444.500 9620.000 444.000 10800.000 439.000 12210.000 450.000 12940.000 .000 .000 60.000 .000 444.600 .000 443.000 2020.000 451.000 4820.000 445.000 6380.000 439.500 8010.000 444.000 8120.000 436.000 8640.000 448.500 8800.000 445.500 10320.000 450.000 13260.000 .000 442.400 439.800 440.500 440.800 444.000 443.000 426.000 429.800 445.000 .000 438.000 446.400 440.700 427.200 421.600 435.100 440.000 445.000 .000 .000 .000 441.000 438.500 446.500 442.500 444.000 431.000 439.500 439.000 442.000 .000 .000 .000 441.000 438.500 446.500 442.500 444.000 431.000 439.000 437.200 443.500 445.000 441.500 .000 .000 .000 .000 442.000 447.000 442.000 437.500 443.500 418.000 446.000 445.000 .000 .000 1600.000 4100.000 5300.000 6930.000 8600.000 9000.000 9260.000 9634.000 14000.000 .000 3080.000 5405.000 7656.000 7804.000 7870.000 7951.000 8210.000 8712.000 .000 .000 .000 1530.000 3300.000 4710.000- 5470.000- 6660.000 7630.000 8200.000 8400.000 10140.000 .000 .000 .000 1530.000 3300.000 4710.000 5470.000 6660.000 7630.000 8200.000 8391.000 10000.000 10930.000 12220.000 .000 .000 .000 .000 2480.000 5220.000 6890.000 8030.000 8170.000 8650.000 8870.000 10420.000 .000 PAGE 9 FROM HEX7 (REVERSED) OLD STA 967.6 SANDY LAKE ROAD X1 93760.000 .000 .000 .000 30.000 30.000 X2 .000 .000 .000 .000 .000 .000 NC .070 .070 .060 .000 .000 .000 FROM HEX7 (REVERSED) X -SEC. STA. 93620 DUPED U-S X1 93810.000 58.000 8200.000 8450.000 50.000 50.000 GR 445.000 1000.000 445.000 1080.000 446.000 1180.000 GR 440.000 2300.000 439.500 2700.000 440.500 2900.000 GR 443.000 3720.000 446.500 3810.000 449.500 4200.000 GR 445.500 4910.000 445.800 5000.000 446.000 5090.000 GR 442.500 5760.000 445.000 5970.000 444.000 6280.000 GR 444.000 7100.000 443.000 7320.000 439.500 7580.000 GR 436.500 7670.000 441.500 7690.000 440.500 7830.000 GR 418.000 8230.000 420.000 8260.000 414.500 8280.000 GR 439.000 8450.000 443.500 8590.000 444.500 9620.000 GR 443.000 10540.000 444.000 10650.000 444.000 10800.000 GR 442.500 12110.000 441.000 12200.000 439.000 12210.000 GR 443.500 12430.000 447.000 12840.000 450.000 12940.000 NC .070 .090 .060 .100 .300 .000 OLD STA.106000 NDM X-SECTION X1 97570.000 56.000 5490.000 5680.000 2100.000 1700.000 GR 450.000 600.000 446.000 820.000 444.000 880.000 GR 442.000 1870.000 440.000 2180.000 440.000 3800.000 GR 444.000 4220.000 440.000 4360.000 440.000 5200.000 GR 440.000 5470.000 433.000 5490.000 423.000 5525.000 GR 436.000 5630.000 440.000 5680.000 440.000 5920.000 GR 440.000 6750.000 438.000 6830.000 438.000 7200.000 GR 433.200 7440.000 440.000 7470.000 440.000 7500.000 GR 440.000 8160.000 440.000 8175.000 433.200 8200.000 GR 442.000 8350.000 442.000 9230.000 444.000 9520.000 GR 428.000 9670.000 428.000 9685.000 434.000 9700.000 GR 446.000 10005.000 446.300 10275.000 446.000 10560.000 GR 450.000 12170.000 .000 .000 .000 .000 OLD STA. 101400 NDM X-SECTION X1 98450.000 49.000 4035.000 4215.000 800.000 700.000 GR 451.000 1000.000 444.000 1030.000 441.500 1190.000 GR 442.000 1840.000 440.500 2500.000 441.200 2925.000 GR 443.000 3700.000 444.500 3880.000 444.900 4000.000 GR 426.000 4180.000 443.000 4215.000 442.900 4290.000 GR 443.400 5500.000 442.100 5600.000 444.500 5685.000 GR 442.500 6800.000 441.400 7000.000 440.200 7115.000 GR 441.600 7800.000 442.000 8200.000 443.600 8800.000 GR 446.500 9100.000 447.500 9185.000 447.300 9235.000 GR 446.000 9325.000 447.500 9800.000 446.000 10400.000 GR 448.000 11100.000 455.000 11200.000 457.500 11300.000 OLD STA. 102200 NDM X- SECTION X1 99280.000 49.000 4035.000 4215.000 750.000 750.000 GR 451.000 1000.000 444.000 1030.000 441.500 1190.000 GR 442.000 1840.000 440.500 2500.000 441.200 2925.000 GR 443.000 3700.000 444.500 3880.000 444.900 4000.000 GR 428.000 4180.000 443.000 4215.000 442.900 4290.000 GR 443.400 5500.000 442.100 5600.000 442.500 5685.000 GR 442.500 6800.000 441.400 7000.000 440.200 7115.000 GR 441.600 7800.000 442.000 8200.000 443.600 8800.000 GR 446.500 9300.000 447.500 9335.000 447.300 9385.000 GR 446.000 9475.000 447.500 9800.000 447.000 10400.000 GR 448.000 11100.000 455.000 11200.000 457.500 11300.000 OLD STA. 103020 COE SECTION "D-24" X1 100040.000 49.000 4035.000 4215.000 760.000 760.000 GR 451.000 1000.000 444.000 1030.000 441.500 1190.000 GR 442.000 1840.000 440.500 2500.000 441.200 2925.000 GR 443.000 3700.000 444.500 3880.000 444.900 4000.000 GR 430.000 4180.000 443.000 4215.000 442.900 4290.000 GR 443.400 5500.000 442.100 5600.000 444.500 5685.000 GR 442.500 6800.000 441.400 7000.000 440.200 7115.000 GR 441.600 7800.000 442.000 8200.000 443.600 8800.000 GR 446.500 9350.000 447.500 9600.000 447.300 9650.000 GR 446.000 9740.000 447.500 9800.000 447.000 10400.000 GR 448.000 11100.000 455.000 11200.000 457.500 11300.000 30.000 1.000 .000 50.000 446.000 439.000 449.500 444.000 442.000 437.500 441.000 437.500 443.500 445.000 441.000 .000 .000 3760.000 444.000 442.000 442.000 423.000 442.000 440.000 442.000 433.200 440.000 440.000 446.000 .000 880.000 439.700 442.500 445.700 444.500 443.000 439.800 443.500 428.300 446.900 459.200 830.000 439.700 442.500 445.700 444.500 443.000 439.800 443.500 428.300 446.900 459.200 760.000 439.700 442.500 445.700 444.500 443.000 439.800 443.500 428.300 446.900 459.200 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 1240.000 441.000 1530.000 3010.000 438.500 3300.000 4520.000 446.500 4710.000 5240.000 442.500 5470.000 6470.000 444.000 6660.000 7610.000 431.000 7630.000 7940.000 439.500 8200.000 8380.000 439.000 8400.000 10000.000 442.000 10140.000 10930.000 442.500 12000.000 12220.000 444.000 12330.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 1150.000 442.000 1420.000 3820.000 444.000 4030.000 5330.000 442.000 5460.000 5575.000 433.000 5610.000 6000.000 442.000 6680.000 7350.000 433.200 7360.000 8000.000 442.000 8150.000 8265.000 440.000 8270.000 9630.000 434.000 9655.000 9710.000 444.000 9760.000 11000.000 446.000 12100.000 .000 .000 .000 .000 .000 .000 1200.000 439.700 1830.000 3080.000 443.000 3180.000 4035.000 426.900 4090.000 4390.000 442.900 5415.000 6640.000 442.500 6700.000 7500.000 440.000 7600.000 8900.000 446.500 9000.000 9265.000 428.500 9305.000 10900.000 446.500 11000.000 11420.000 .000 .000 .000 .000 .000 1200.000 439.700 1830.000 3080.000 443.000 3180.000 4035.000 428.900 4090.000 4390.000 442.900 5415.000 6640.000 442.500 6700.000 7500.000 440.000 7600.000 8900.000 446.500 9200.000 9415.000 428.500 9455.000 10900.000 447.000 11000.000 11420.000 .000 .000 .000 .000 .000 1200.000 439.700 1830.000 3080.000 443.000 3180.000 4035.000 430.900 4090.000 4390.000 442.900 5415.000 6640.000 442.500 6700.000 7500.000 440.000 7600.000 8900.000 446.500 9200.000 9680.000 428.500 9720.000 10900.000 447.000 11000.000 11420.000 .000 .000 PAGE 10 X1 GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR 3533.000 1850.000 1023.000 448.700 1638.000 446.000 2599.000 447.900 3061.000 448.300 3385.000 434.900 3533.000 448.200 3703.000 447.600 4782.000 445.600 5354.000 442.700 5560.000 442.300 6047.000 443.800 6825.000 443.600 7823.000 445.200 8173.000 446.500 8819.000 437.900 9089.000 445.000 9326.000 433.200 9490.000 447.400 10132.000 449.400 .000 .000 URYEYED X-SECTION 2850.000 1850.000 1160.000 450.000 2360.000 453.500 2760.000 444.000 2970.000 451.000 4570.000 444.000 4810.000 441.000 6070.000 446.500 7360.000 446.500 8440.000 449.000 8590.000 443.500 9660.000 .000 .000 .000 1775.000 3020.000 .000 .000 .000 1146.000 447.700 1154.000 446.600 1229.000 1646.000 445.700 2153.000 445.800 2245.000 2675.000 448.000 2746.000 445.200 2846.000 3075.000 449.000 3213.000 449.200 3306.000 3438.000 431.400 3449.000 430.000 3470.000 3574.000 446.500 3584.000 446.900 3605.000 3851.000 446.600 4531.000 444.000 4664.000 4870.000 445.500 4880.000 446.400 4962.000 5364.000 442.600 5405.000 444.400 5416.000 5570.000 443.800 5580.000 444.000 5891.000 6208.000 443.700 6241.000 443.200 6353.000 6846.000 444.200 7019.000 444.200 7402.000 7947.000 444.700 7992.000 444.300 8019.000 8381.000 446.500 8527.000 446.600 8564.000 8848.000 438.100 8887.000 446.900 8906.000 9182.000 446.400 9223.000 447.100 9285.000 9367.000 439.700 9398.000 440.900 9439.000 9548.000 447.300 9655.000 446.600 9912.000 10229.000 453.600 10326.000 455.500 10423.000 .000 .000 .000 .000 .000 1775.000 3020.000 .000 .000 .000 1440.000 451.000 1870.000 453.000 2220.000 2440.000 453.500 2630.000 439.500 2730.000 2800.000 452.000 2850.000 453.500 2890.000 3160.000 450.000 3820.000 445.000 3950.000 4620.000 441.500 4630.000 441.500 4670.000 4820.000 441.000 4830.000 444.000 4840.000 6610.000 446.500 7020.000 447.000 7140.000 7740.000 448.500 8250.000 443.000 8340.000 8470.000 433.000 8480.000 420.000 8520.000 8610.000 449.000 8640.000 448.500 8800.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 INTERPULATED X-SECTION 103060.000 96.000 3333.000 455.500 1000.000 451.700 444.800 1630.000 444.900 446.600 2479.000 447.500 445.200 2946.000 448.300 449.600 3333.000 438.700 439.900 3498.000 447.500 448.400 3656.000 448.500 444.300 4700.000 445.300 444.700 5302.000 443.900 443.800 5549.000 442.300 443.800 5949.000 444.000 443.300 6727.000 443.500 444.200 7408.000 444.800 444.600 8089.000 445.400 447.400 8770.000 447.400 447.800 8964.000 447.800 447.800 9315.000 439.800 444.900 9460.000 447.600 447.500 10034.000 448.000 457.100 10540.000 .000 OLD STA. 109000 1945 COE S 106080.000 52.000 2630.000 460.000 1000.000 453.500 447.500 2290.000 447.500 432.500 2740.000 430.000 450.000 2900.000 453.000 449.000 4150.000 445.500 445.000 4680.000 444.000 446.000 5450.000 447.000 445.000 7210.000 446.500 446.000 8380.000 447.500 433.000 8550.000 435.500 446.500 9050.000 455.000 .000 .000 .000 X1 GR GR GR GR GR GR GR GR GR GR GR E PAGE I I THIS RUN EXECUTED 10 -16-90 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -XT VERSION AUGUST 1985 NOTE- ASTERISK ( *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT SECNO XLCH 64820.000 .00 64900.000 80.00 65000.000 100.00 65300.000 300.00 65400.000 100.00 67180.000 1780.00 67880.000 700.00 67980.000 100.00 68080.000 100.00 68180.000 100.00 68350.000 170.00 68600.000 250.00 69480.000 880.00 71280.000 1800.00 72920.000 1640.00 75620.000 2700.00 77490.000 1870.00 80970.000 3480.00 83400.000 2430.00 84750.000 1350.00 85000.000 250.00 86560.000 1560.00 87530.000 970.00 87800.000 270.00 87900.000 100.00 87930.000 30.00 87960.000 30.00 88000.000 40.00 88030.000 30.00 88050.000 20.00 88150.000 100.00 89050.000 900.00 90000.000 950.00 90880.000 880.00 92090.000 1210.00 92300.000 210.00 93620.000 1320.00 93670.000 50.00 93730.000 60.00 93760.000 30.00 93810.000 50.00 97570.000 3760.00 98450.000 880.00 99280.000 830.00 100040.000 760.00 103060.000 3020.00 106080.000 3020.00 R G 45300.00 45300.00 45300.00 45300.00 45300.00 45300.00 45100.00 45100.00 45100.00 45100.00 45100.00 45100.00 45100.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44650.00 44350.00 44350.00 44350.00 44350.00 44350.00 44350.00 44350.00 44350.00 44350.00 44350.00 44350.00 44350.00 44350.00 44350.00 44350.00 CWSEL 433.88 433.96 434.05 434.18 434.30 435.67 436.08 436.07 436.13 436.27 436.37 436.49 436.89 437.78 438.05 438.20 438.36 438.76 439.13 439.30 439.34 439.56 439.62 439.70 439.68 439.91 441.90 442.15 442.20 442.23 442.49 443.20 443.41 443.61 443.91 443.98 444.69 444.83 444.88 445.04 445.22 445.98 446.19 446.54 446.83 448.11 450.57 SSTA ENDST ELMIN 10650.00 12800.00 400.00 10650.00 12800.00 400.00 11103.85 12900.00 400.00 11000.00 12900.00 400.00 11000.00 12900.00 400.00 2050.00 4000.00 402.00 4078.24 6318.33 398.00 1566.53 2950.47 398.00 1566.35 2950.65 398.00 4077.07 5980.00 398.00 1010.89 3230.00 402.00 1010.55 3390.00 402.00 1020.27 3422.98 398.00 10300.00 12700.00 400.50 925.84 4226.84 408.00 8485.25 11621.85 408.00 7480.13 10724.90 407.50 22.21 3676.47 408.00 9916.31 13870.35 410.00 1016.83 5179.49 412.00 880.00 5179.59 412.00 2014.73 7100.00 410.00 2070.00 7609.01 410.00 1088.52 6480.00 410.00 1195.00 6240.00 410.00 1195.00 6240.00 410.00 1075.80 6500.00 410.00 1075.54 6500.00 410.00 5920.00 11456.01 410.00 5920.00 11456.14 410.00 1100.00 6891.25 410.00 1003.40 7070.49 410.00 1008.23 10748.00 409.60 1000.00 8616.04 414.50 1431.70 10021.74 410.60 1000.00 8709.54 415.10 1315.93 10211.76 414.50 1308.12 12585.28 431.00 1832.03 8800.00 414.50 1815.84 12826.24 414.50 1000.00 12631.45 414.50 820.51 10002.90 423.00 1020.60 10507.19 426.00 1019.12 9591.70 428.00 1017.88 9773.14 428.30 1150.70 10139.77 430.00 1394.46 9342.03 420.00 SUMMARY OF ERRORS AND SPECIAL NOTES THIS RUN EXECUTED 10-16 -90 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -XT VERSION AUGUST 1985 ttt+ +N�t++M++*++t**+*+++tatt+tt++tt * WATER SURFACE PROFILES + DEVELOPED BY THE MME * VERSION OF SEPTEMBER 1988 + ERROR: 81,82,83 + + U. DATE 18129/98 TIME 18:57:11 x X xxxxxxx xxxxx xxxxx xxxxxxx ,XXX X (xxxX xxxxx X x x x X ( x X x x X x x xxxxxxx xxxxx xxxxxxx END CF BANNER * DODSON 3 �SSDCIATES, i?!C. * HYDROI.CSIST aND CIVIL aiGINEEPS * * 5629 FM 1958 WEST SUITE 344 * QUSTCN. -E.xHS 7869 * 1713) 448 -7787 max ;712) 4* -4742 *+ t+ t++ t +tts +*t+ *+t+*tt+t +*+ ***tt+t *++* FLOOD INSURANCE STUDY ENCROACHMENT RUN 10/291 °0 '.2:5':11 ******************* **r*******f*** HIM **++******+ HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1 .989 ERROR CCRR - 01,02,03 NO ➢IFICATION - T1 ELM FOPJ( TRINITY RIVER F.I.S. :H -6a ?O APPROX. ;+800' D.S. IH-35 T2 100 YEAR NATURAL PROFILE tFOR 11 9C. T3 ELM FORK TRINITY RIVER WHB J1 'CHECK iN0 NINV IDIR STRT METRIC HVINS O 2.00008 J2 vPROF 1PL�' PRR�S zSECV :SEC.4 =N ALLDC IBW J3 'ARIABLE _ODES FOR SUMMARY PRINTOUT 7708. 8180. 429. 8205. 38 43 50 51 _ 40 42 9700. 53 54 0 38 43 1 2 3 11385. 56 16 17 18 34 200 110 J5 LPRNT NUMSEC *****+**REOL'ESTED SECTION 4UNBERS* ... *+*+ -10 -1d NC 1 .3 NC '0.100 0.100 0.050 0.308 8.500 OT 2 45308 45308 STREAM STATION ON X1 OR R CARDS IN FEET DIVIDED BY 100 IN PREVIOUS MODELS U.R.S.X-SECTION CUT OW TO EFFECTIVE FLOW (EF) FROM HALFF65 STR 678.0 NOTE: STATIONING UPSTREAM DECREASED APPROX 3888 ' FROM PREVIOUS STUDIES DUE TO NEW LAKE UPSTREAM OF ROYAL LANE X1 64820 48 11260 11478 X3 10656 440 12888 446 OR 450. 1080. 448. 3408. 430. 4875. 438. 6R 432.6 7850. 425.4 8135. 429.5 8165. 438. OR 425. 8225. 424. 8308. 427. 8680. 438. OR 46. 8925. 425. 8995. 424. 99%. 425.5 OR 424. 10100. 425. 18670. 426. 10750. 427.5 OR 427. 11260. 412. 11315. 488. 11335. 400. OR 420. 11410, 425.5 11470. 427.5 11515. 424.5 GR 4 26.7 12380. 428.8 12520. X25.7 12650. 429.8 OR 430. 13608. 432.5 13 438. 13800. 428.5 OR 450. 15905. 450. 16250. 460. i6408. PAGE THIS "'EXECUTED 12129/90 10:57:11 FO I': RACE WSEL 433.86 CHNI't 12 i1 55 26 510. 431.5 7708. 8180. 429. 8205. 8758. 428.5 8850. 9400. 424. 9700. IM 428. 11240. 11365. 413. 11385. 118%. 428. 11945. 12900. 428. 13280. 14800. 440. 15300. 10/29/90 10:57:11 5825. X- SECTION FROM 1-635 PLANS 7708. 8186. 429. 8205. 87`..41. X- SECTION CUT DUE TO EFFECTIVE FLOW M. 9480. 424. XI 54980 48. 11260. 11470. Be. Be. 80. X3 11945. ;2980. 428. 10650 448 12808 440 GR 450. 1080. 440. 3408. 430. 4075. 430. GR 432.6 7858. 425.4 8175. 429.5 8165. 430. 3R 425. 8225. 424. 8388. 427. 8600. 430. GR 425. 8925. 425, 8995. 424. 9090. 425.5 5R 424. 10108. 425. 10670. 426. 10750. 427.5 SR 427. 11260. 412 11315. 480. 11335. 488. GR 420. 11410. 425.5 11470. 427.5 11515. 424.5 SR 426.7 12388. 428.8 125220. 425.7 12650. 429.8 SR 430. 13600. 432.5 13770. 43 :3800. 428.5 GR 450. 159M. 450. 16250. 460. 16400. NC 0.075 0.070 0.045 NATURAL X- SECTION PROBABLE FROM PLANS E. F. APPLIED FROM HALFF STA 679. Q 65000 37. 11240. 11470. 188. 108. 100. Q 11000. 439. 12900. 470. 3R 450. 1000, 440, 3480. 430. 4075. 430. SR 453. 9000. 451 5 9200. 4 53. M. 446.3 GR 445.5 %M. 450.5 10800. 458.5 11065. ?45.5 5R 428. 11240. 427. 11260. 412. 11315. 400. GR 413. 11385. 420. 11410. 425.5 11470. 427.5 GR 428. 11945. 426.7 12380. 428.8 020. 425.6 3R 445.5 12%5. 450.5 12%5. 458.5 13490. 455. GR 458. 16250. 460. 16408. NC 0.075 0.070 0.045 SB 1.058 1.3 2.6 0. 1808. 3 %. 27759. DID NOT REVERSE THIS X -SEC FROM HEX7 CORPS' X- SEC(FIA STUDY) U.S. OF IH 6335,NOTE X3 CARD TO REPLACE 'D' SAME GR'S AS WLFF65 X-SEC 683.26 INSERTED X3 @ 12908. TO BLOCK FLAW ON WEST BANK X1 65380 48. 11240. 11478. 3M. 380. 308. X2 1. 445. 458. X3 1108e 445 12908 445 BT 2 11268 450.5 445.5 11470 458.5 445.5 GR 458. 1808. 448. 3400. 430. 4875. 430. GR 432.6 78%. 425.4 8135. 429.5 8165. 438. GR 425. 8225. 424. 8300. 427. 8608. 430. GR 425. 8925. 425. 8995. 424. 9090. 425.5 GR 424. 10100. 425. 10678. 426. 18750. 427.5 GR 427. 1126e. 412. 11315. M. 11335. 480. GR 420. 11410. 425.5 11470. 427.5 11515. 424.5 GR 426.7 12388. 428.8 12520. 425.7 12660. 429.8 GR 430. 13688. 432.5 13770. 430. 13888. 428.5 GR 450. 15900. 450. 16250. 468. 16408. 5825. 431.5 7708. 8186. 429. 8205. 87`..41. 428.5 M. 9480. 424. 9700. 30908. 428. 11240. 11365. 413. 11385. 11850. 428. 11945. ;2980. 428. 13208. 14008. 440. 15308. 5825. 450.5 7700. 9300. 445.5 9500. 11065. 427.8 11125, 113335. 40. 11365. 11515. 424.5 11850. 12660. 429.8 12908. 14080. 450. 15900. 12980. 426. 426. 5825. 431.5 7700. 8180. 429. 8285. 8750. 428.5 8850. 9480. 424. 9708. 18988. 428. 11248. 11365. 413. 11385. 11858. 428. 11945. 12980. 428. 13288. 14888. 448. 153. PAGE - 1J/c/90 10:57:11 NC J75 .075 .055 428 2000 3410 402 3450 64900 X -SECTO MOVED U/S 432 7200 8100 435 X1 65400 6024. 0.080 2848. 177 100 100 X3 2888. 2918. 448. 11000 445 12900 445 NII 4 .05 3200 .10 3350 .37 3680 FROM HALFF65 STA 70200 X -SECT. CUT TO REFLECT :NEF. FLOW DUE TO HIGH GR. OR HIGH RD. EMB X1 7180 28 3350 3608 2300 1300 1780. X3 2050 4080 OR 460 J 455 00 *50 460 440 OR 436 :290 43 :408 432 1600 430 GR 430 2200 %30 3200 430 3350 410 OR 415 3510 428 3600 428 4290 432 OR 434 7300 434 7600 432 8000 432 GR 435 10600 440 11600 458 11800 ?kl 5. d.05 5650. 0.10 5750. 0.07 5941. NH 6600. OT 45100 45108 cROM HkFF65 STA 7 9950 67880 22 `.750 5941 5J0 900 708 3R 4 39 4960 4 31 4110 428.6 4150 428.2 3R 428.5 4450 -28.3 4550 427 4650 427.3 GR +26.5 4950 426.5 5050 427 5150 427 SR 428.5 5450 429 5550 430 5650 428 SR 419 5847 413 5859 398 5873 482 GR 4 25 5941 426 6824 428 6190 429 GR 436.5 6560 440 6600 NC .05 .35 .350 .3 .5 FROM W FF65 STA 71058 O/S FACE OF NEW VALLEY VIEW BRIDGE X1 67988 43. 2765. 2883. 100. 100. 100. X4 5. 430. 2547. 440. 2547. 440. 2577. X4 2687. BT 2. 1557 443.7 440. M. 443.7 440.0 OR 443.7 1080. 443.7 1557. 439. 1557. 427. OR 427. 1923. 440. 1923. 448. 1945. 427. OR 427. 2023. 440. 2823. 440. 2026. 427. GR 440. 2126. 448. 2129. 427. 2129. 427. OR 422. 2765. 420. 2777. 440. 2777. 448. OR 419. 2786. 413.5 2798. 398. 2820. 482. GR 416. 2874. 428. 2877. 4 40. 2877. 440. OR 425. 2883. 425.5 2916. 426. 2918. 440. OR 427. 2921. 439. 2960. 443.7 2968. FROM HALFF65 STA 71150 .08 11800 T6B 438 B20 1600 428 2000 3410 402 3450 4400 432 7200 8100 435 8400 0.10 6024. 0.080 4250 42°.5 4350 4750 427 4850 5258 428 5350 5750 422 5825 5898 408 5917 6290 436.5 6320 430. 2577. 428. 1596. 426.5 1863. 1945. 427. 1950. 2026. 427. 2126. 2200. 428. 2372. 2780. 420. 2786. 2848. 407.5 28%. 2880. 422. 2888. 2918. 448. 2921. :2!29!90 10:57:11 430. 2577. PAGE 428. 0.10 6190. 2.05 4250 J/S FACE OF YEN VALLEY VIEW BRIDGE 4750 427 4850 XI -8088 5350 5750 100 100 108 X2 5917 6320 436.5 6560 a.la I. X4 5. 430. 2547. 440. ?547. 440. 2571. X4 2687. NH 5. 0.05 5650. 0.10 5750. .'AS`, 5950. '44 5680. FROM HALFF65 STA. 702.08 X -SECT. CUT TO REFLECT REF. FLOW DUE TO HIGH SR. OR HIGH RD. EMB X1 -8180 31 5750 5950 180 100 :00 c3 5980 SR 439 4060 431 4110 428.6 4150 428.2 GR 428.5 4450 428.3 4550 427 4650 427.3 SR 421.5 4950 429 5058 429 5150 429 3R 438 5450 630 5550 430 5650 428 SR 419 5847 413 5859 398 5873 402 SR 432 5950 432 6190 432 6290 436.5 SR 440 56 00 . "C 3 O. =415. 3.10 ?710. 3.07 2925. PEVERSED X -SEC 112.70 FROM 4EX7 FROM TOPOICCE) LOCATED AT MID POINT OF 5-ACRE TRACT U.S. OF V.'JIEW X -SECT. CJT TO REFLECT INEF. FLOW DUE TO HIGH SR. OR HIGH RD. EMB :i 08350 23. 2718. 2935. 140. 270. 170. X3 23 SR 440. 1000. 430. 1038. 429. 1288. 429. 3R 430. 2415. 428. 2660. 438. 2710. 428. SR 422. 2795. 420. 2830. 410. 2840. 302. SR 420. 2921. 428. 2935. 4 38. 2960. 432. GR 431.9 3335. 433.5 M. 434. 3660. NH 5. 0.058 2418. 0.100 1.585. 0.070 2745. NH 4110. REVERSED X -SEC 714.45 FROM HEX! X -SEC AT U.S. DO OF 5-4CRE TRACT, NEAR START OF IFCDIII LEVEE X -SECT. CUT TO REFLECT IIEF. FUN DIE TO HIGH OR. OR HIGH RD. ERB X1 68680 31. 2585. 2745. 150. 270. 250. X3 3390. OR 440. 1088. 438. 1838. 429. 1268 429. SR 430. 2395. 428. 2410. 428. 2585. 422. SR 410. 26% 482. M. 410. 2715. 420. SR 438. 2880. 431. 29%. 431. 3185. 430. R 430. 3270. 436. 3390. 428. 3420. 428. SR 431. 3560. 431. 3560. 432.6 3859. 432.6 SR 436. 4110. 430. 2577. PAGE 428. 0.10 6190. 2.05 4250 428.5 4350 4750 427 4850 5250 429 5350 5750 422 5825 5898 408 5917 6320 436.5 6560 a.la 1045. 2.35 1480. 430. 1850. 2720, 428. 2775. 2875. 410. 2905. 3065. 438. 3190. 0.108 2880. 0.050 1468. 430. 1830. 2685. 420. 2640. 2732. 436. 2745. 3255. 429. 3260. 3480. 438. 3490. 3860. 434. 3988. :x/29190 10:57:11 NH 5. x.050 2075. 0.10 2165. 0.08 2320. NH 3450. 2310 428 2320 2800 432 2830 FROM HPLFF65 9300. 0.05 3.10 11700. 0.05 7200. HALFF %- SECTION 725.0 7400. 9380. 434. 8400. X1 69480 24 2165 2320 710 670 8B9 GR 445 1008 429 1040 428.6 1500 430 GR 430 2075 428 2165 422 2195 419 GR 398 345 462 2270 408 2290 422 GR 430 2360 4 32 2415 434 :430 434 SR 43 3275 430 3300 430 ;400 4,45 4H 5. 0.05 11048. 3.13 11 Me. 0.08 11600. , IBM. OT 2 44650 44650 REVERSED X -SEC 743. FROM HEX7,CHA M X3 TO REFLECT ENCR IN FWAY NOT IN COE MODEL X -SECT. CUT TO REFLECT INEF. FLOW OLIE TO HIGH GR. OR HIGH RD. EMB X1 71280 32. 11350. 1160@. 1760. 2100. lees. X3 1030@. 12700. SR +56. 1000. 440. :600. 4 42. 62e0. •44. SR 442. 75330, 440. 750. 4 38. 9100. »36. 3R 433. 85@0. 434. %25. 438. 8650. 434. SR 434. 9100. 432. 13150. 432. 11030. 430. SR 428. 11360. 400.5 11 400.5 11500. 4 28. GR 432. 11700. 430. 11750. 432. 15500. 435. GR 445. 18100. 450. 18200. @. 0. 0. NW 7. 0.050 1446. 0.035 1800. 0.07 203`,. NH 2330. 0.10 2450. 0.05 4250. FROM HALFF65, BEGIN FB-C 381' BOTTOM SWALE 10' DEEP (STA.760.3) REVISED IFCDIII O'BAN1 TO REFLECT TYPE I CLEARING X1 72920 27 2135 2330 1500 1320 1E48 GR 445 905 436 950 430 1446 421 GR 421 1773 430 Ian 430 2035 438 GR 418.4 2160 410 2195 408 2220 410.5 GR 428 2330 428 2369 436 2370 431.6 GR 432 2800 432 2825 431 2868 430 GR 438 4280 445 4250 NW 5. 0.035 8812. 0.05 8975. 6.06 9206. NW 11640. FROM HALFF65, FB-C SWALE NARROWS TO 259' NEAR ELM FORK OXBOW FOR ONLY THIS SECTION. REVISED IFCDIII O'BANK TO REFLECT TYPE I CLEARING 1976 C OF E X- SECTION 'P• STA 78610 XI 75620 30 8975 9290 13H 1200 270@ GR 445 8465 421.48 8535 421.48 8785 432.3 GR 432.3 8814 432.3 8815 432.7 8974 432.7 GR 410 9050 408 9675 410.5 9190 420 GR 432.4 93H 431.5 9450 430.3 9960 432 GR 432 10620 432 10620 430 10700 43 5R 430 11230 430 11248 430 11270 430 0:74M 0.10 2415. 0.95 1740 430.6 1900 me 413 2230 2310 428 2320 2800 432 2830 3450 9300. 0.05 3.10 11700. 0.05 7200. 444, 7400. 9380. 434. 8400. 3700. 434. 8900. .1040. 430. 11350. 11590. 430. 11600. :6800. 440. 172e. 3. 0. x. 0.10 2135. 105 1473 421 1473 2120 420 2135 2235 420 2255 2451 431.9 2700 2900 430 3500 0.10 9300. 0.05 8812 432.3 8813 8975 418.4 9015 9119 428.7 9209 18291 432 19459 10111 439 11189 116" 445 11640 10;29/90 10:57:11 4H 6. 0.035 7861. 3.05 9380. 0.10 9440. NH 9850. a.45 10740. 9700 434 9850 10260 434.5 FROM HALFF65, REVISED IFCDIII C'?ANK TO REFLECT TYPE I CLEARING 1534. 0.37 295 422.55 330 680 433.2 690 1400 1945 C OF E x- SECTION 80490 1560 424.3 1687 r1 77490 32 9440 9700 1080 700 1870 GR 445 7460 421.9 7530 421.9 7830 433.8 GR 433.8 7863 433.8 7865 433.5 8000 433.2 GR 431.8 8700 432 8900 432.6 9200 432 SR 433 9440 418.8 9448 410 9510 407.5 OR 422 9605 4 29 %54 431 %90 434 GR 435 9950 436 10040 435 10150 434 GR 434 10715 445 :0740 NH 7. 0.05 a95. 0.035 660. 0.05 1400. NH 1712. 0.10 1 .900. 0.05 3712. FROM HALFF65 STA. 8 11 M70 29 1534 1712 1908 1650 3480 GR 444 6 4 34.3 36 434.6 200 434.2 GR 422.56 630 433.3 660 433.3 670 433.3 GR 433.3 800 433.7 1008 434.4 1200 434.9 3R 426 1554 419 1560 408 1622 4 12 SR 436 1712 435.5 1900 434.8 2000 434.8 SR 433.8 2600 434 £800 433.9 3655 446.6 NH 9 a5 ?983 .0 C 10355 .05 10108 :H 10980 .10 11060 .55 13474 0.035 13898 FPOM HALFF65. REVISED TO REFLECT :FCDIII O'FLOW SWALE (STA. 964.30) 1 834 33 10740 18980 2300 ?300 2430 3R 445 9900 436 9925 435.8 9983 423.45 GR 435 10M 435 18356 435 10357 435 6R 436.8 :0700 436 10740 434 10760 432.2 GR 411 10840 418 10900 421 10920 428 GR 436.5 11068 436 11380 436.7 11400 435 GR 434 13474 425.5 13500 424.1 13649 424.1 GR 436.4 13821 431.8 13850 446.2 13890 NH 8 .035 1385 .05 2268 .18 2325 NH 2408 am 3888 .88 4762 .035 5199 FROM HALFF65 STA. 878.08 XI 64750 37 2325 2625 1288 1400 1358 GR 445 1000 424 1062 424 1362 431.5 SR 434 1565 434 1565 434 1565 436 GR 438 2260 439 23 430 2350 412 GR 42! 2470 430 2548 432 2555 434 GR 438 2610 439 2625 438 2908 437.4 SR 436 3650 436 4888 435.6 4280 43E 5R 425.7 4 803 424.3 4944 424.3 4956 425.7 GR 435 5168 446.6 5199 ?AGE 6 .475 9700. 5.14 7861 433.8 7962 8200 432 8588 9260 432 9380 9540 410 9565 9700 434 9850 10260 434.5 10450 5.10 1534. 0.37 295 422.55 330 680 433.2 690 1400 433.5 1534 1560 424.3 1687 4'00 434.5 400 :712 la 137ae 07 1ee20 423.45 10320 10500 436 10550 10790 423.2 10020 10970 436 10900 11700 434 12200 13661 425.5 13801 .875 2625 .10 1385 431.5 1385 1656 436 2125 2390 412 2450 2575 436 2590 3888 436.5 3500 4500 436 4762 5109 433.8 5145 13/29/94 10:57:11 nAGE NH 8 .05 1320 .05 2268 Ia 2325 .075 2625 .10 NH 2900 .05 3808 .08 4762 an 5199 FROM HALFF65. FB-C SWALE ENDS @ N END OF FB-C LEVEE. REVISED TO REFLECT IFCDIII O'FLOW SWALE I LEVEE. MA. 880.001 NOTE "N' VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY (1 85000 32 2325 2625 350 200 250 GR 4 988 438 Im 426.5 1200 436 1320 4 2125 GR 438 ?260 439 2325 4330 2358 412 2.390 412 2450 GR 421 2470 430 2540 432 2555 434 2575 436 25% 3R 438 2610 439 2625 438 2900 437.4 3000 436.5 3500 SR 436 3654 436 4m 435.6 4200 436 4548 436 4762 GR 425.7 4803 424.33 4944 424.3 4956 425.7 5149 433.9 5145 GR 435 5168 446.6 5199 NH 7. 0.050 4430. 0.10 4746. 0.06 4997. 0.10 5042. 0.08 NH 5782. 0.05 6071. 0.035 7513. SYN. X -SEC TAKEN FROM 1 4 =400' TOPO AND FB-C AND IFCDII PLANS 'BITE "N' VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES. FB -C FILL U.S. OF HUTTON BRANCH "NO IFCDIII GRAPEVINE CREEK IMPROVEMENTS :STA. 895.90) XI 86560 62 4740. 4997. 1200. ?00. 1560. X3 2080. 71M. 9R 4x2.3 1000. 442.3 1998. 438.2 2023. 438. 2080. 436. 2100. GR 434. 2110. 432. 213.0. 432. 2160. 432. 2170. 428. 2185. GR 427. 2210. 428. 2233. 430. 2245. 432. 22' 60. 434. 2270. GR 334 2300 430 2316 430 2776 436 2800 450 2821 GR 450. 4430. 438. 4440. 436. 4740. 434. 4765. 432 4780. GR 430. 4790. 428. 4888. 410. 4875. 410. 4905. 428. 4980. GR 430. 4990. 438. 4997. 439. 5042. 437.8 52M 438. 5290. GR 436. 5286. 436. 5292. 436. 5311. 436. 5317. 43& 5345. GR 438. 5354. 438. 5386. 436. 5400. 438. 5447. 439.1 5529. GR 438. 5564. 436. 5584. 436. 5603. 435.3 5696. 435.5 5782. GR 435.2 6071. 425.9 6108. 424.5 6250. 424.5 6262. 426. M. GR 428. M. 429. 7285. 438. 7304. 435. 7322. 436. 7352. GR 442. 7373. 442.1 7513. NH 5. 0.05 4895. 0.18 4951 9. 8fi 5110. 0.10 5208. 0.05 NH 7712 SIN X-SEC TAKEN FROM I' =408' TOPO K FB-C AND IFCDIII PLANS NOTE 'N' VALUE TO REFLECT ENCROA)KENT IN FLOODWIAY AD3. LT. BANK TO REFLECT NEW FILL SHOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS (STA. 905.38) ++++REV. TO BLOCK OUT INEFFECTIVE AREA 5/12/86+++++ X1 37530 61 4953. 5118. 608. 1035. 970. X3 2670. 7620. SR 442.8 1088. 442.9 2880. 438.5 2826. 436. 2180. 434. 2120. GR 432. 2220. 430. 2233. 428. 2265. 428. 2278. 428. 2290. GR 430. 2303. 432. 2314. 422. 2345. 434. 2556. 436. 2362. 3R 436.4 2418 430 2444 436.2 2519 450 2639 456 4380 3R 450. 4760. 440. 4778. 438.4 4810. 438.4 4895. 440. 4914. GR 440. 4953. 430. 4 %3. 42 2 8. 4971. 410. 5056. 418. 5078. 3R 414. 5085. 416. 5089. 418. 5093. 420. 50%. 422. 5102. 10/29/90 10:57:11 PAGE 8 OR 424. 5105. 426. 5110. 428. 5158. 430. 5200. 432. 5240. OR 434. 5265. 436. 5286. 438. 5290. 438. 5300. 438. 5390. OR 437.2 5540. 444.3 5562. 444.3 6163. 444.3 6283. 444.3 6223. OR 444.3 6625. 444, 6628. 436. 6652. 435.3 6785. 435.2 7078. OR 434. 7185. 434. 7205. 434.2 7380. 435.5 7590. 442. 7620. SR 442.8 7712. NH 5 a5 1365 .05 3840 .06 4030 .05 4250 .05 `IN 6881 c" NR1.FF65. 3TA. 908.00 INSERTED X3 IN ROB ADJ. �T. BAW TO REFLECT NEW FILL :1 97800 40. 3840.0 +030.0 2`_0.00 208.00 270.�gD 00 .00 ;3 1088. 6480. SR 449.5 ;3480 438 1090 438 1100 436 1138 434 1150 OR 432 1220 43 1250 428 1270 428 1290 430 1305 3R 4332 13325 434 1365 436 1525 449.5 1538 449.5 3808 OR 440.88 .:805.0 440.00 3838.0 438.00 3848.0 410.00 3980.0 416.00 3928.0 9R 416.00 3980.0 438.00 4038.0 434.00 4050.0 436.00 4108.0 438.00 4170.0 SR 440.08 4190.0 440.30 4259.0 449.50 4255.0 450.00 5675.0 437.00 %W.0 3R 437.08 5100.0 435.5 5181.0 436. a0 6165.0 432.00 6288.0 432.30 6210.0 3R 436.00 SM.0 - 26.:`a 6340.3 437.00 6341.0 437.00 6880.0 450.00 6881.0 ;C 8 .08 .37 .60 .80 c." HALFF65. 3TP. 909.00 INSERTED X3 IN ROB :1 97908 48. 3790.0 +050.0 100.00 160.00 ;00.00 .08 .08 Q 1000. 6480. 3T 18. '1195.0 440.00 438.00 1345.0 440.00 438.00 1345.0 440.08 440.00 9T '1515.0 440.10 440.10 1520.0 449.58 449.50 3780.0 449.50 449.50 3790.0 BT 4 46.60 446.60 3790.0 446.60 442.60 40.58.0 446.60 442.60 4058.0 446.60 BT 446.60 4080.0 446.50 446.50 4685.0 449.50 449.50 5670.8 458.08 450.00 BT 5675.0 439.90 439.90 5850.0 446.00 440.00 6288.0 440.20 440.20 6280.0 BT 440.20 438.00 6240.0 448.20 438.00 OR 449.50 1008.0 450.00 1095.0 440.00 1100.0 440.00 I195.0 438.00 1195.0 3R 436.08 1215.0 434.00 1230.0 432.00 1245.0 438.08 1255.0 430.00 1285.0 OR 432.00 1290.0 434.00 13AL0 436.00 1326.0 438.00 1345.0 440.00 1345.0 OR 440.10 1515.0 449.50 1528.0 449.50 3780.0 446.66 3790.0 442.60 3790.0 OR 446.00 3815.0 430.80 3848.0 418.08 3900.8 418.00 3950.0 430.08 4088.0 OR 434.88 4028.0 440.08 4840.0 44268 4858.0 446.68 4051.0 446.50 4080.8 OR 449.50 4085.0 450.00 5678.0 439.90 5675.8 440.08 5&58.0 440.20 620& 0 OR 438.88 6280.0 433.00 6210.0 433.00 6230.0 43& W 624L 440.20 6248.0 OR 440.48 6690.0 458.08 6695.0 456.80 8405.0 441.80 8418.0 442.08 8930.0 OR 4 42.48 9340.0 450.00 9345.0 450.00 11030.0 cROM HALFF65. STA. 909.30 :49UTED X3 IN ROB X1 87930 30 30 38 X2 1 X3 'AL 6488. FROM �A FF65. STA. 909.60 INSERTED X3 IN ROB 41 87960 40. 2740.0 4835.0 30.00 30.00 30.00 .00 .30 43 1088. 6580. X4 2. 440. 1165. 434.5 1166. 5R 449.50 1000.0 449.50 1075.0 440.00 1076.0 434.00 1280.0 430.00 1250.0 R 430.00 1300.0 434. $a 1370.0 440.08 1375.0 440.00 1470.0 449.50 1476.0 10/29/98 ,0:57:11 OR 449.50 3725.0 442.00 3730.0 442.0@ OR 430.00 3840. a 410.00 3900.0 410.00 OR 438.00 4035.a 438.00 4045.0 449.50 OR 440.00 6170.0 434.'x'8 6180.0 434.00 OR 4 33.5 6270 441 6271 4 40 OR 437.50 &M.0 438.00 9000.0 439.00 14 C .3 .5 IRON HAL.FF65. ETA. 910.00 INSERTED X3 IN ROB xi 8 8000 4.0 3740.0 4035.0 40 ;3 1476.0 3740.0 440. N 1000. 438. X4 33950.0 4 1125. +04.5 1126. OR 449.50 1000.0 449.50 1675.3 435.80 OR 430.00 1300.0 434.00 1370.0 436.00 OR 449.50 3725.0 442.00 3730.0 442.00 OR 431.00 3840.0 418.00 3900.0 4 10.00 OR 438.x0 4035.0 438.a 4045.0 449.50 OR 440.00 5138.0 434.a 6140.0 434.00 OR 43150 0310.0440. a0 5311.0 440.00 GR 437.50 8355.0 4 38.00 9000.0 439.00 432 =:ON �;ALFF65. STA. 91a.33 MUTED Q IV QOB zl ? &30 58 8580 8840 :a X3 9770 438 8000 5920. 8848 BT 8 5900 +49.5 446.5 5308 BT 3840 -49.5 446.5 10460 450 BT 450 447 14100 450 447 OR 449.5 5900 446.5 5900 438 OR 434 0980 432 6020 430 OR 434 5220 436 6256 438 OR 449.5 5300 449.5 85&0 446.5 OR 410 8700 430 8760 434 OR 449.5 8840 450 10460 447 OR 439.9 10840 436 10041 436.7 OR 434 11000 436 11100 439.9 OR 447 11480 458 11480 450 OR 438 13310 438 13460 440 OR 440 13670 439.5 13788 440 OR 440 14670 447 14180 458 FROM HALFF65. STA. 918.50 INSERTED X3 IN ROB X1 80050 20 X2 X3 5920. NC .15 .12 .07 FROM HAIFF65. STA. 911.50 INSE M X3 IN ROB Xl Balsa 48. 3830.0 190.0 in.@@ X3 M. OR 445.00 1000.0 438.80 1028. a 438.00 OR 432.00 1220.0 438.00 In.@ 420.00 OR 432.00 1325.0 434.88 1365.0 436.08 OR 449.50 3655.0 448.00 3660.0 448 to OR 410.00 3928.0 416.00 3980.8 430.00 PAGE 9 '3740.0 440. a0 3760.0 438.00 3800.0 3950.0 430.00 4000.0 434.;0 4010.0 4050.0 450.00 5610.0 440.00 5615.0 6190.2 433.38 6280. a 433. M 6238.0 6630 456 6635 450 0350 3280.0 456.00 9285.0 450.00 10265.0 40 40 409.'0 436. to 4100.0 6500. 5 4a. 1415. 1076.0 434.00 1200. a 430.30 i x. 0 1400.0 440.00 1470.0 449.53 1476.0 3740.0 440. N 3761.0 438. 3800.3 33950.0 430.00 4100.0 434.30 4010.0 405x.0 450.00 5610.0 440.00 5615.0 6191.0 433.30 6200.0 433.00 6250.0 6630.0 450.20 5635.0 450.00 8350.0 9280.0 450.00 9285.0 450.00 10265.0 .0 30 11480. 449.5 +46.5 2580 449.5 446.5 447 11480 450 4 13190 930 436 5940 436 5970 6190 4 31 6150 432 6200 6270 441 5281 446.5 6310 8580 430 8590 410 8650 9770 438 8000 446.5 8848 10460 440 10470 540 10840 10950 435 11020 432 11030 11101 440 11101 440 11445 13100 447 13190 440 13220 13465 442 13496 442 13610 13730 440 13970 439.2 14028 14100 20 20 1 11480. 100.00 la00 00 a0 6895. 1100.0 436.20 1130.0 434.00 1150.0 1270.0 428.00 M. a 430. to 1385.0 1450.0 436.60 1690.0 449. Sa 1695.2 3830. a 43 0.30 • 3848.0 413. va 3900.3 4030.0 434.00 409.'0 436. to 4100.0 10/29/90 10:57;11 PAGE A OR 438.00 4170.0 440.00 4190.0 440.30 42 440.20 4315.0 449.60 4320.0 OR 449.90 5515.0 440.00 5520.) 446.00 6000.0 435.00 6001.0 436.00 6165.0 GR 432.00 620x.0 432.00 6210.0 436.00 6220.0 436.08 6408.0 440.20 6401.0 OR 440.00 6898.0 456.08 6895.0 450.08 8295.0 438.00 8300.0 438.00 8475.0 OR 440.08 9500.0 450.00 9505.0 450.00 10800.0 NC .08 .06 .075 ET 4.1 1500 7070 FROM HALFF65. STA. 928.97 1i MA 46. 4970. 5265. 980. 550. 988. 3R 450.0 IM 440. 1005 440, 1400 432. 1908 434. 2260 9R 436. 2270 438. 2495 438.2 2750 438. 3005 437.9 290 OR 438. 3400 440. 3670 440. 3765 438. 3772 436. 3780 3R 434. 3830 432. 3878 432. 33935 434. 3985 436. 4125 OR 438. 4505 438.3 4700 438. 4860 436. 410 434. 4970 OR 432. 4995 430. 5058 428. 5070 426. 5080 428. 5095 OR 410. 5100 410. 5180 420. 5185 424. 5195 426. 5230 3R 430. 5250 438. 5265 438.8 5325 450. 5330 450. 5775 3R 438.i 5760 438. 5155 437. 6500 438. 6885 438. 7025 8R 459 7130 '+C 08 .06 075 T _ 44350 44350 .T 4.1 4950 10690 OLD STA. 36 NDM X- SECT ION X1 98000 40 9412 9733 700 930 950 3R 450 1800 442 1010 440.8 1285 4.8.7 1810 X40 2120 5R 440 2670 434 3300 434 3575 440 4368 446.7 5330 OR 438 5835 438 6525 436.1 6780 447.5 6950 444.8 7480 3R 445 7950 440.2 8630 446 9147 439 9342 =38 941 ^ c OR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 OR 409.6 9591 409.6 %45 4 15.3 %47 427.4 %70 429.2 9689 SR 430.4 9715 430.4 9715 448.5 9733 440 9760 +41.2 9810 GR 440 9840 436 10004 438 10690 445 10765 445 14855 ET 4.1 2988 8615 OLD STA. 93780 NDM X- SECTION X1 98880 45 7725 7998 506 780 880 OR 438 1080 438 1920 440 2230 440 2648 436.9 2870 OR 448.5 3508 436.5 3692 438.5 4088 430.5 4440 445.1 4510 OR 448.5 4860 462.2 4920 457 5530 444 5868 437 6165 OR 437.5 6635 439.5 7315 440 7510 448 7585 439 7600 OR 438 7635 437 7725 435 .760 434.5 7783 432.9 7833 OR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 438.4 7959 OR 431.8 7976 441.3 '990 440.7 8046 448.7 8058 441.8 8899 OR 441.8 6108 440 8245 429.4 8284 429.4 8512 438 8550 OR 438 8600 445 9620 445 12885 445 12915 458 13088 E7 4.1 3900 10828 :0/23!39 10:57:11 PAGE '1 rROM H07 (REVERSED) 1976 C OF E X- SECTION "T' STA 95098 X1 92090 45 3008 9320 964 1234 1216 GR 452.80 IM 4y- 40 1180. 444.3 1 1 A 444.29 1400 442.4 1600 GR 441.59 IBM 442.50 2100. 437.6 2506 438.9 3475 4339.8 4100 GR 449.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 GR 440.20 5500 441.4 5608 445 6808 442.3 5880 440.8 6930 GR 441.69 6950 440, 6%5 440 8250 446.5 8408 444 8508 GR 446.38 8700 441. 8880 442.8 8940 445.2 8970 443 9080 GR 4 9135 412.7 9115 410.6 9190 428 9235 425 9260 GR 430 9300 442.5 9320 440.9 9444 444.9 9594 429.8 %34 GR 429.8 9864 439.1 9908 4 49 10010 445 10025 445 14000 ET 4.1 25N 8710 01.7 STA. 95270 NDM X- SECTION XI 92308 42 7703 7%9 219 210 210 GR 438 1099 438 1589 438.6 2280 441.1 2710 438 3980 SR 442.3 3820 438 4450 441.4 4888 437 5080 446.4 5405 SR 437.8 6070 438.2 6660 438 7559 439.7 7618 448.7 7656 GR 437.3 7703 433.8 7728 431.8 7757 427.6 7798 427.2 7804 GR 417.8 7820 415.1 '821 415.1 7862 417.1 7%33 421.6 7870 6R +23.3 7875 436.1 '898 431.1 7928 4 34.9 7938 435.1 '351 3R 4n -969 448.7 8809 440 8158 440 8159 440 8212 GR 429.3 8250 429.9 8480 "o 8520 4 87M 445 9712 GR 445 22340 450 12580 NC .07 .06 .96 ET 4.1 2950 8650 =ROM HEX7 'REVERSED) OLD 36620 NDM X- SECTION X1 93620 49 8200 8388 2570 1420 1320. GR 445 1000 445 1888 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 446.5 2990 439 3810 438.5 3300. GR 443 3720 446.5 3810 449.5 4209 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5909 446 5098 444 5249 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6478 444 6660. GR 444 7100 443 7320 439.5 7590 437.5 7610 431 7630. GR 436.5 7670 441.5 7699 440.5 7830 441 7940 439.5 8280 GR 418 8230. 420 9260 414.5 8280 437.5 8380. 439 8400. GR 439 8450. 443.5 85% 444.5 %20 443.5 IM 442 19140. GR 445 10220 445 12430 447 12848 458 12948. NC V .1 .06 ET 4.1 2950 8650 OLD %670 CENTER LINE CARROLLTON DAN X1 93670 59 8200 8478. 50 50 58. GR 445 1000 445 1988 446 1189 446 1249 441 1530. GR 440 2300 439.5 2700 448.5 2900 439 3010 438.5 3300. 5R 443 3720 446.5 3810 449.5 4280 449.5 4529 446.5 4710. GR 445.5 4910 445.8 5999 446 5099 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6478 444 6660. SR 444 7100 443 7328 439.5 7580 437.5 7610 431 7 GR 436.5 7670 44 1. 5 7698 440.5 7830 441 7949 439 8200. SP, 437.5 8225 437.5 8274 434 8275 434.33 8390 437.2 8391. 10/29/90 10:57:11 OR 4337.5 8420 439 8470 443.5 OR 442 10140 443 10540 444 OR 442.5 12000 442.5 12110 441 OR 444 12330 443.5 12438 447 NC 7928 439.5 8010 .'3 .5 ET 444 8120 4.1 3008 am 436 OLD 96620 SECTION MOVED U/S 418 8650 XI 93730 44. 8490 8800 60 8T 2 8490 443.5 439.6 88W GR 450 1000 447 1420 447 3R 441.5 3620 442 3820 450 GR 447 5420 443.5 5028 443.5 OR 445 724 443.5 7868 441 GR 431 8050 436.5 8090 441.5 GR 443 8370 443.5 8490 439.6 SR 420 6670 414.5 8708 444.6 OR 446.5 9110 445.5 93310 446 GR 445 12720 445 12828 447 ET 4.1 3000 8800 FRCM PtX7 (REVERSED) OLD STA %7.6 3;MY _AE ROAD zl 93760 30 X2 ':C 07 .37 .86 ET 4.1 2900 8650 FROM 14EX7 (REVERSED) X -SEC. STA. 93620 DUPED U -S XI 93810 58 8208 8450 50 GR 445 1000 445 1000 446 OR 440 2300 439.5 2700 440.5 GR 443 3720 446.5 3810 449.5 OR 445.5 4910 445.8 5000 446 OR 442.5 5760 445 5970 444 OR 444 7100 443 7320 439.5 OR 436.5 7670 441.5 7690 440.5 OR 418 8230 428 8260 414.5 OR 439 0450 443.5 0598 444.5 OR 443 10540 444 10650 444 OR 442.5 12110 441 12200 439 OR 443.5 12430 447 12040 450 NC .07 .09 .06 .1 .3 ET 4.1 3100 10708 OLD STA.106000 NDM X- SECTION X1 97570 56 5490 5680 2100 OR 450 608 446 020 444 OR 442 1870 440 2180 440 OR 444 4220 440 4360 440 OR 440 5470 433 5490 423 GR 436 %30 440 5600 440 GR 440 6750 438 6830 438 GR 433.2 7440 446 7470 448 GR 440 8160 446 8175 433.2 PAGE 12 8&'0 444.5 %20 443.5 10000. 10650 444 10000 445 10930. 1'300 439 122I0 441.5 12220. 12040 450. 12940. 60 66. 448.5 444.6 1240 441 1530 1620 443 2020 442 2480 4420 451 4820 447 5220. 6120 445 6388 442 6890 7928 439.5 8010 437.5 8030 8110 444 8120 443.5 8170 8490 436 8640 418 8650 8800 448.5 8008 446 8870 9610 445.5 1 18328 445 18420 13120 458 13268 442.5 12000. 38 30 1 50 50 1100 446 1240 441 1530 2900 439 3010 438.5 3300 4200 449.5 4520 446.5 4710 5090 444 5248 442.5 5470 6280 442 6470 444 6660 7580 437.5 7610 431 7630 7830 441 7948 439.5 8288 8280 437.5 8388 439 8400 %20 443.5 10000 442 18140 10000 445 11936 442.5 12000. 12218 441 12228 444 12330. 12940. 1700 3768 880 444 1150 442 1420 3800 442 3820 444 4030 5288 442 5336 442 5460 5525 423 5575 433 5610 5920 442 6666 442 6680 7200 440 7350 433.2 7360 7500 442 8006 442 8150 8200 433.2 8265 448 8270 /0129/90 10:57:11 PAGE :s OR 442 8350 442 9230 444 9520 440 %38 434 %55 OR 428 9670 428 %K 434 9700 446 9710 444 9760 OR 446 10005 446.3 10275 446 10560 446 11000 446 12100 OR 4.50 12170 ET 4.1 1936 9480 OLD STA. 181400 NON 4-SECTION X1 98450 49 4035 4215 800 700 880 6R 451 1000 444 1030 44 1. 5 1190 439.7 1200 439.7 1830 uA 442 1840 440.5 2500 441.2 2925 442.5 3880 443 3180 9R 443 3700 4.44.5 3880 444.9 4000 445.7 4035 426.9 4090 3A 426 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 3R 443.4 sm 442.1 5600 444.5 5685 443 6640 442.5 6700 OR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 OR 441.6 7800 442 5200 443.6 8800 443.5 8900 446.5 9880 OR 446.5 9108 447.5 9185 447.3 9235 428.3 9265 428.5 9305 OR 446 9325 447.5 9800 446 10400 446.9 10908 446.5 11000 OR 446 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2690 9530 31D STA, 102200 NOR X- SECTION X1 ?9280 +? 4035 +215 750 750 830 GR 451 1000 444 :030 441.5 IIV 439.7 1200 439.7 :830 SR 442 1 840 +40.5 2500 441.'2 2925 442.5 3080 443 2180 uR =43 3700 444.5 ;:880 444.9 4000 445.7 4035 428.9 4090 OR 428 4180 443 x215 442.9 4290 444.5 43% 442.9 5415 OR 4.43.4 5500 442.1 %88 442.5 5685 443 6640 442.5 6706 OR 442.5 6800 441.4 7000 440.2 7115 439.8 . 1 500 440 7600 OR 441.6 78k'Q 442 8200 443.6 8800 443.5 8900 446.5 9200 OR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 OR 446 ?475 447.5 9800 447 10400 446.9 10900 447 11008 OR 448 11100 455 11208 457.5 11300 459.2 11420 ET 4.1 2300 9750 OLD STA. 103020 COE SECTION "0-24• XI 100040 49 4035 4215 760 760 760 OR 451 1000 444 1030 441.5 1198 439.7 1208 439.7 1830 OR 442 1848 440.5 2508 441.2 2925 442.5 3880 443 3180 OR 443 3700 444.5 3888 444.9 4088 445.7 4035 431L 9 40% OR 438 4180 443 4215 442.9 42% 444.5 4398 442.9 5415 OR 443.4 5508 442.1 5688 444.5 5685 443 6648 442.5 6780 OR 442.5 6800 441.4 7000 440.2 7115 439.8 7508 440 7600 OR 441.6 7800 442 8200 443.6 8888 443.5 8988 446.5 9200 OR 446.5 9350 447.5 %00 447.3 %50 428.3 Me 428.5 9720 OR 446 9740 447.5 9808 447 10408 446.9 18988 447 11000 SR 448 11100 455 11208 457.5 11388 459.2 11420 ET 4.1 2848 9700 INTERPU.ATED X- SECTION X1 103060 96 3333. 3533. 18M.0 1775.0 3828.0 OR 455.5 1008. 451.7 1823. 448.7 1146. 447.7 1154. 446.6 1229. OR 444.8 1638. 444.9 1638. 446.0 1646. 445.7 212. 445.8 2245. 3R 446.6 2479. 447.5 2599. 447.9 2675. 448.0 2746., 445.2 2846. OR 445.2 2946. 448.3 3861. 448.3 3075. 449.8 213. 449.2 ;306. 10/29/90 10:57:11 PAGE 1 14 GR 449.6 x333. 438.7 3385. 434.9 3438. 431.4 3449. 43& 0 3470. GR 439.9 3498. 447.5 4'533. 448.2 3574. 446.5 3584. 446.9 3605. GR 448.4 3656. 446.5 3763. 447.6 3851. 446.6 4531. 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880. 446.4 4%2. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. GR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5500. 444.0 5891. GR 443.8 5949. 444.6 6017. 443.8 6268. 443.7 6241. 443.2 M. GR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. GR 444.2 7408. 444.8 7823. 445.2 7947. 444.7 7992. 444.3 8019. GR 444.6 8089, 445.4 8173. 446.5 8381. 446.5 8527. 446.6 8564. GR 447.4 8770. 447.4 8819. 437.9 8848. 438.1 8887. 446.9 8906. GR 447.8 8%4. 447.8 9089. 445.0 9182. 446.4 9223. 447.1 9285. SR 447.8 9315. 439.8 9326. 433.2 9367. 439.7 9398. 440.9 9439. GR 444.9 9460. 447.6 9496. 447.4 9548. 447.3 %55. 446.6 9912. GR 447.5 10634. 448.0 10132. 449.4 ;0229. 453.6 10326. 455.5 10423. GR 457.1 10540. ET 4.1 2„80 8630 OLD STA. 109000 1945 COE SURVEYED K- SECTION 11 106080 52 26x0. 2950. 1850.0 1775.0 3m.0 GR 460 1000 453.5 :160 450 1440 451 1870 453 2220 5R 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 SR 432.5 2740 430 ?760 444 2800 452 2850 4533.5 2890 GR 450 2900 453 2970 +51 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4.670 GR 445 4680 444 4 818 41 4826 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7148 GR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 8340 5R 446 8380 447.5 8440 449 9470 433 8480 420 8520 GR 433 8550 435.5 8590 443.5 3610 449 8640 448.5 8800 GR 446.5 9050 455 9660 ' 10/2°/90 10:57:11 PAGE .ff TI ELM FORK TRINITY RIVER T2 METHOD 1 ENCROPOINENTS T3 ELM FORK TRINITY RIVER J1 ICHECK ING NINV 3 J2 NPROF IPLOT PRFVS 15 -1 F.I.S. IH -635 TO APPROX. 48N' D.S. IH-35 WHB IDIR STRT METRIC HVINS O WSEL FO 0.00000 -1 434.05 XSECV XSECH FN XLDC IBM CNNIM ITRACE 10/29/90 10:57:11 t ttttt+t+ttttttttt HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989 ERROR CORR - 01,02 MaDIFICATION - tttttttttttttttt RAGE THIS RUN EXECUTED 10/29/90 10:58:14 NOTE- ASTERISK Itl AT LEFT OF CAOSS- SECTION NUMBER INDICATES MESSAGE 1!1 SUpIARY OF ERRORS LIST ELM FORK TRINITY RIVER SU MARY PRINTOUT SEC'rb J 31SEL ;IFaSP DIFISX CRI1S =a ? RD ELM IN 4V 4L ES TA ENDST 64820.330 =5300.30 433.88 30 ae .30 .00 4v. i8 .32 .a0 :0658.08 12808.00 64820. 080 45300. 00 434.05 .17 . 00 ov 00 408. .'0 .3 0 .00 10650.00 :2808.00 64908.300 45300.00 433.96 a0 .38 m .00 408.30 .31 .07 18650 88 1 .28&00 - 64980.008 45300.00 434.12 .17 .07 .00 .08 408.00 .30 .06 10658.08 12808.08 65080.888 45300.00 434.25 .00 .09 .00 .00 4ee.00 .29 .37 11103.85 12900.08 65088.888 45308.00 434.21 .16 .09 .00 488.00 .28 .07 11103.33 12980.00 65308.008 4530e.a0 434.18 a0 .13 a0 450.W 400.08 .26 .09 11888.08 12988.00 65388.308 45380.00 434.33 .15 .12 .00 450.00 410.00 .25 .09 1im.0e 12908.08 65488.088 45380.00 434.38 .00 .13 .00 .00 408.00 .22 .07 11088.08 12908.00 65480.080 45388.00 434.45 .14 .12 .e0 .00 410.00 .21 .06 11080.00 129e1.ee 67180.000 45300.08 435.67 .00 1.36 .80 .8e 402.00 .17 1.3e 2090.88 4020.80 67180.008 45380.00 43175 .09 1.38 .00 .00 482.00 .17 1.25 2858.88 4ee& 0e t 67880.880 45100.00 436.08 .06 .42 .00 .06 398.00 .08 .30 4078.24 6318.33 4 67888.080 45188.00 436.16 .38 .48 .0a .08 3%.00 .88 .29 4077.77 6318.63 67980.000 45100.00 436.07 .00 -.01 .00 443.70 398.00 .20 .85 1566.53 2950.47 67980.008 45180.08 436.14 .88 -101 .00 443.70 398.80 .20 .04 1566.29 2958.71 68080.000 45100.00 436.13 .00 .87 .00 443.70 398.20 .20 .06 1566.35 2950.65 68888.000 45100.00 436.21 .07 .06 .8e 443.70 398.ee .28 .06 1566.11 2950.89 68180.008 45108.00 436.27 .0e .14 .00 .38 398.00 .13 .05 4677.07 5980.88 68180.000 45100.00 436.34 .07 .13 .08 .08 398.00 .13 .05 4076.62 5980.88 68350. w 45100.00 436.37 .30 it a0 .00 402.00 .12 .08 1e1e.89 3230.08 68350. M 45180.00 436.43 .07 .39 .00 .00 402.00 .12 .08 1018.68 3230.08 10!29!96 10.57:11 PAR 17 SEG40 D CWSEL DIFWSP DIFWSX CRIWS ELTRD ELNIN w HL SSTA ENDST 68600.360 45100.00 436.49 .00 .12 a8 .28 402.88 .11 .11 1610.55 3390.00 68600.600 4 5100.00 436.55 07 .12 .00 .08 402.00 .11 .11 1010.35 3398.00 69488.860 4511 .00 436.89 .0 .41 .0 .0 398.00 .12 .42 1028.27 3422.98 69488.080 45100.x8 436.95 .06 .48 .0 .0 398.00 .12 .41 1028.13 33423.16 71286.080 44650.00 437.78 .00 .88 .00 .00 40.50 .08 .84 10388.68 12780.80 71280.06 44650.00 437.81 .04 .87 .0 .0 40.58 .08 .82 1030.0 1270.88 * 72920. x80 4465x.80 43&x5 00 .28 .0 .00 40.00 .34 .23 925.84 4226.84 + 72928.688 44656.x6 438.09 a4 .27 .LV 00 488.x8 .04 .23 925.74 4226.96 75620.000 4 4650.00 438.20 a0 .14 .0 .00 408.0 .06 .16 8485.25 11621.85 75628.80 44650.00 438.23 .83 .14 .0 .a0 40.0 .86 .15 8485.15 11621.95 77490.600 44650.00 438.36 .00 .16 .aB .00 407.58 .06 .16 7488.13 10724.90 77440.00 44656.68 43&, .03 .16 .08 x8 467.50 .06 .16 7488.04 10724.37 80970.3a0 44650.00 438.76 .00 .40 .0 .0 480.0 .07 .41 x.21 3676.47 98970.00 44650.00 438.79 .83 .40 .80 .00 40.00 .07 .41 :2.12 "-,676.59 93480.000 44650.00 439.13 .00 .37 .30 .00 410.06 .05 .34 9916.31 13870.335 43400. x06 446.`,0.00 4339.15 .02 .3336 .38 , 00 410.0 .05 .34 9916.25 13878.42 84750. a0 44650.06 439.38 .36 .17 .06 .ae 412.0 .06 .18 1016.83 5179.49 84750.080 44650.00 439.32 .02 .17 .A .30 412.00 .86 .18 1016.76 5179.55 + 8500.00 44650.00 439.34 . a0 .04 .0 . x0 412.00 .08 .06 888.0 5179.59 + 8580.80 44658.0 439.37 .02 .04 .0 0 412.0 .08 .06 888.08 5179.65 + 86568,80 44650,0 439.56 .a0 121 .88 .0 410.0 .a5 .18 2014.73 710.08 + 86560.008 44650.00 439.58 .02 .21 .aB a0 410.0 .05 .17 2014.60 710.00 + 87530.00 44650.0 439.62 .0 .06 .0 .0 411.0 .23 .19 2070. a6 7609.01 + 87530.800 44658.0 439.64 .82 .06 .0 .0 411.0 .23 .19 2078.00 7609.11 8780.080 44650.0 439.70 .0 .88 .0 .0 41L 0 .45 .24 108.52 6488.0 87880.80 44650.0 439.72 .82 .08 .0 .0 411.0 .45 .24 I088.50 6488.0 + 8790.00 44650.0 439.68 . a0 -.32 .0 439.90 418.0 1.70 .23 1195.0 6240.0 + 87900.088 44650.06 439.78 .02 -.02 .06 439.98 410.00 1.76 .23 1195.00 6246.00 87930.308 44650.00 439.91 .18 .24 .81 439.98 411.08 1.66 .17 1195.80 6248.08 87930.088 44650.00 439.93 .62 .24 .0 439.90 410.0 1.66 .17 1195.38 6248.08 + 87960.008 44650.00 441.98 .0 1.98 .0 . N 411.0 .49 .10 1075.80 650.0 + 87960.000 44650.00 441.91 182 1.98 .0 .0 41& 0 .49 .19 1075.88 650.00 8800.00 44650.0 442.15 .00 .25 .0 .68 411.0 .36 .08 1075.54 650.0 9880.00 44650.38 442.16 .01 .25 .0 .0 411.0 . 36 .08 1075.54 6580.00 1M.9/00 !0:57:11 DACE 18 SECNO O CWSEL DIFWSP DIFWSX CRIWS ELTRD ELMIN w 1L SSTA ENDST 88030.008 *4650.00 442.24 .00 .85 .00 449.50 410.00 .36 .05 5920.00 11456.01 88830.088 44650.00 442.21 .01 .05 .00 449.50 410.00 .36 .05 5920.00 11456.08 888'50.008 44650.00 442.23 .00 .03 .08 449.50 410.00 .36 .03 5928.00 11456.14 88058.880 44650.00 442.24 .01 .03 .08 449.50 410.00 .36 .03 5920.08 11456.21 8815O.M 44650.00 442.49 .08 .26 .08 .39 416.20 .27 .15 1100.00 6891.25 98158.088 44650.00 442 50 .01 .26 .60 .00 416.00 .27 .15 118&08 6891.25 * 89850.408 44650.00 443.20 .:10 .71 .00 .08 410.00 .03 .40 1083.40 707& 49 * 89050.080 44650.E 443.22 .02 '1 .00 .00 410.06 .03 .48 1500.00 7870.00 98080.008 44350.00 443.41 .00 .21 .00 .08 409.60 .03 .22 1888.23 10748.00 * 98000.088 44350.00 443.49 .08 .27 1 00 .08 409.60 .13 .34 5516.09 10690.80 ?0888.000 44350.00 443.61 .00 .19 .00 ,00 414.50 .04 .19 1800.00 8616.04 * 90880.000 44350.00 443.97 .36 ,48 ,00 .08 414.50 .06 .39 2988.00 86!5.M 92090.000 44350.00 4 43. ?1 10 .31 .06 M 410.60 .04 .31 1431.70 10621.74 92090.000 44350.00 444.38 .46 .41 .00 .30 410.60 X46 .41 3900.m 1Wo.00 92308.000 44350.00 443.98 .00 .07 .00 .b0 415.10 .03 .36 1008.00 8709.54 92300.M 44350.00 444.47 .49 .09 .08 ,00 415.1. .34 .07 2550.00 8710.00 * 93620.008 44350.00 444.69 .00 .71 ,00 .08 414.58 .16 .80 1315193 18211.76 * 93628.880 44350.00 445.26 .57 .79 .08 .00 414.58 .25 .94 2950.08 8650.00 93670.000 +4350.00 444.83 .00 .14 ,80 .'00 431.08 .07 .04 1308.42 12585.8 93678.000 44350.00 445.43 .61 .17 M .00 431.00 .15 .06 2950.00 8650.00 * 93738.088 44350.08 444.88 .88 .06 .08 443.58 414.50 .20 .12 1832.03 8880.00 * 93738.888 44350.06 445.56 .68 .13 .00 443.50 414.50 .20 .15 3800.00 8888.00 93760.888 44358.08 445.04 .88 .16 .00 443.58 414.58 .17 .13 1815.84 12826.24 * 93768.808 44358.00 445.68 .64 .13 .00 443.58 414.50 is .18 3888.88 8808.00 * 93810.008 44358.08 445.22 .00 .18 .80 .00 414.50 .07 .05 1808.00 12631.45 * 93810.088 44358.00 445.78 .56 .10 .00 .08 414.50 .16 .07 2908.08 8658.00 * 97578.000 4435& 00 445.98 .00 .76 .08 .00 423.00 .62 .70 820.51 18802.90 * 97570.088 44350.08 446.83 .84 1.04 .00 .00 423.00 .63 .98 3180.08 18708.00 * 98450.008 44350.00 446.A .08 .21 .00 .88 426.08 .05 .23 1020.68 10507.19 98450.000 44350.00 447.03 .84 .21 .00 .00 426.00 .05 .22 1930.00 9480.00 99280.888 44358.00 446.54 .00 .35 .80 .88 428.00 .03 .33 1019.12 9591.70 99268.008 44350.08 447.38 .84 .34 .00 .00 428.00 .05 .34 2698.08 9530.00 100040.088 443%.00 446.83 .00 .29 .08 .08 428.30 .03 .28 1017.88 9773.14 100040.3 0 44350.00 447.71 .88 .33 .08 .08 428.30 .03 .32 2300.00 9758.00 10/29/90 10:57:11 PAGE 19 SECNO 0 CWSEL DIFWSP DIFWSX RIWS ELTAD ELMIN lw -6L SSTR MOST t 103060.000 44350.00 448.11 .00 1.28 .00 .00 430.00 .09 1.33 1198.70 10139.77 + 103060.088 44350.00 448.88 .77 1.17 .00 .08 430.00 .07 1.20 2840.00 9700.00 106080.008 44350.00 450.57 .00 2.46 .00 .00 420.00 .05 2.42 1394.46 9342.03 1@6088.008 4350.00 450.88 .31 2.01 .00 .00 420.00 .05 1.99 2648.69 9630.00 10/29/90 10:57:11 ELM FORK TRINITY RIVER S1I'MARY PRINTOUT CPM N SECNO O CWSEL CRIWS E6 VLOB VCH VROB K +XNL K }XNCH KfXNR .01K 64820.000 45300.00 433.88 .00 434.20 1.55 6.01 1.59 100.00 50.00 100.26 15514.48 64820.080 45300.00 434.05 .00 434.35 1.53 5.88 1.57 100.00 50.00 100.00 15933.86 64900.000 45380.00 433.96 .30 434.27 1.54 5.96 1.58 108.00 50. @10 100.38 15682.10 64900.008 45380.00 434.12 .00 434.42 1.5.' 5.84 1.57 A.N 50.00 100.08 !6094.85 65008.000 453'00.00 434.05 .00 434.34 1.65 5.70 2.01 75.00 45.00 70.00 17603.65 65080.000 45300.00 434,21 ,N 434.49 1.64 5.59 1.99 75.00 45.00 70.N 18063.81 55300.000 45380.00 434.18 .00 434.44 1.64 5.46 1.94 75.00 45.00 70.N 18470.71 65300.000 45300.00 434.33 .00 434.58 1.62 5.36 1.92 75.00 45.00 70.00 18923.13 65400.200 5300.00 434.30 N 434.52 1.85 5.00 2.04 75.00 55.00 75.00 16576.96 65400.000 45300.00 +34.45 .00 434.66 1.83 4.91 2 2.02 1 5.00 3.00 75.00 :6973.43 67180..X00 45300.0 435.67 .00 435.84 2.44 4.270 L' ?4 52.99 '0.00 80. N 16669.86 S7180.800 45300.00 435.75 .08 435,92 2,42 4.14 1.32 52.99 70.08 80.00 16939.81 * 678N.008 45100.00 436.08 .00 436.16 2.22 2.78 1.41 51.21 70.00 85.17 24049.73 ► 67880.088 45100.00 436.16 .00 436.:4 2.A 2.75 1.40 51.22 1 0.00 85.16 24363.59 67980.008 45108.00 436.07 .'LB 436.27 3.04 4,66 3.01 50.00 50.00 50.00 IB866.17 67980.088 45100.00 436..4 ,00 436.34 3.03 4.62 2.99 50.00 50.00 50.00 18263.19 68880.000 45108.00 436.13 .00 436.33 3.03 4.63 2.99 50.00 50.N 58.08 18214.79 68088.088 45100.00 436.21 .00 436.40 3.01 4.58 2.97 50.08 50.00 50.00 18409.09 68188.888 45100.00 436.27 .88 436.40 2.36 3.86 .74 51.41 55.00 180.08 21669.83 68188.888 45100.00 436.34 N 436.47 2.34 3.82 .74 51.41 55.00 100.08 21937.04 68350.888 45108.08 436.37 .88 436.48 2.42 3.58 1.87 55.48 70.00 62.53 18884.56 68358.888 45100.00 436.43 .08 436.55 2.40 3.46 1.86 55.47 70.00 6252 18256.29 68688.088 45180.00 436.49 .00 436.59 228 3.54 1.96 54.13 78.00 56.68 19976.51 68688.088 45100.06 436.55 .08 436.66 2 27 3.51 1.95 54.11 70.00 56.67 28242.71 69488.880 45180.00 436.89 .80 437.02 2.70 3.47 1.94 52.24 88.88 54.37 18270.48 69488.008 45188.00 436.95 .08 437.07 268 3.44 1.94 52.24 80.88 54.35 18482 95 71288.008 44650.00 437.78 N 437.86 1.51 283 2.04 62.81 80.08 51.94 24282.14 71280.888 44650.00 437.81 .08 437.90 1.51 2 82 2.03 62.78 A 00 51.94 24365.80 * 72920.000 6 46%. 00 438.05 .80 438.89 1.71 282 1.06 42.06 50. IN 51.83 47232.55 t 72920.080 44658.00 438.09 .00 438.13 1.71 2.01 1.05 42.08 58.00 51.83 47495.56 75620.800 44650.08 438.20 .00 438.25 2.60 1.88 1.21 35.96 50.00 51.12 48647.70 75620.808 +4658.00 438.23 1 00 438.29 2.59 1.88 1.21 35.96 60.00 5 1.1: 40879.15 1er29i9a 10:57:11 p4E 21 SEClm 0 CWSEL CRIWS EG VLOB VCN VROB K *XNL K *ANCH K *XNR .OIK 77490.000 44650.20 438.36 .00 438.42 2.12 1.87 .89 40.94 75.00 54.93 33458.13 77490.20 44650.00 438.39 .00 438.45 2.11 1.86 .89 40.96 75.00 54.92 33648.54 80970.000 44650.00 438.76 .00 438.83 2.44 2.21 1.11 39.03 70.00 51.30 31595.50 90970.000 44650.00 438.79 .08 438.86 2.43 2.20 1.11 39.05 70.N 51.31 31764.65 83400.000 44650.00 439.13 .00 439.18 2.32 1.46 1.41 36.10 78.00 41.56 41368.40 93400.000 44650.00 439.15 .08 439.20 2.31 1.46 1.41 36.11 70.00 41.58 41487.36 84753.200 44650.00 439.30 .00 439.36 130 1.45 1.68 37.59 '5.06 41.79 3535`'.48 B470.2310 +4658.00 439.32 .08 439.38 2.36 1.44 1.67 37.61 75.00 41.85 35490.27 * 85000.080 44650. IV 439.34 .00 439.42 1.51 2.15 2.49 58.09 75.08 41.89 23787.81 * 85008.088 44650.80 439.37 .00 439.45 1.51 2.14 2.48 5& 09 75.00 41.94 2'981.86 * 86560.008 44650.00 439.56 .00 439.60 1.15 1.58 1.87 51.23 66.00 36.41 46161.87 * 86568.808 44650.00 439.58 .00 439.62 1.15 1.58 1.87 51.24 60.88 36.43 46307.34 * 87530.000 44650.00 439.62 N 439.85 3.12 5.20 2.38 50.01 60.08 57.39 15446.23 * 8720.880 44650.00 439.64 .110 439.87 3.11 5.18 2.38 50.01 68.00 51.36 :5512.70 87808.008 44650.00 439.70 .00 440. if 163 6.43 2.33 58.08 58.08 50.00 13362.35 37888.000 44650.00 439.12 At 440.17 3.62 6.42 2.33 50.80 68.00 50.00 13408.49 * 87908.080 44650.08 439.68 .00 441.38 2.83 10.71 2.27 88.08 70.08 80.88 5857.63 * 87988.000 44650.00 439.70 .00 441.40 2.82 10.70 2.26 88.00 -0.00 80.08 5865.37 87930.008 44650.00 439.91 .00 441.58 2.78 10.58 2.22 80.00 70.00 80.88 5958.37 87930.880 44658.00 439.93 .08 441.59 178 10.57 2.21 90.00 78.88 88.08 5965.82 * 87960.008 44650.08 441.90 .00 442.39 3.80 6.43 2. LL 80.00 70.08 88.08 9163.88 * 87968.888 44658.08 441.91 .00 442.48 3.79 6.42 2.22 80.88 78.80 88.08 9186.34 88808.088 44658.00 442.15 .00 442.51 3.39 5.78 2.33 80.06 70.80 88.00 18438.08 88888.800 44656.00 442.16 .08 442.52 3.38 5.69 2.3 80.08 70.08 88.88 10455.11 88830.808 44658.00 442.20 .00 442.56 3.34 5.78 1.98 88.08 78.88 AN 11445.49 88830.888 44650.88 442.21 .00 442.57 3.33 5.77 1.98 Be. a 70.08 88.88 11468.88 88850.088 446%.00 442.23 .08 442.59 3.33 5.76 1.97 80.06 70. 80 AN 11487.91 880%.808 44658.08 442.24 .00 442.66 3.33 5.75 1.97 80.00 78.88 81.01 11511.15 88150.080 44650.00 442.49 .00 442.76 1.51 5.64 1.29 151.00 70.00 121.11 11888.49 88158.000 44658.08 442.50 .00 442.78 1.50 5.83 1.29 150.08 70.88 120.11 11914.23 * 99050.000 44650.00 443.20 .00 443.23 .99 2.10 1.13 88.08 75.00 60. M 29977.23 * 89850.880 44650.08 443.22 .00 443.25 1.84 2.13 1.15 80.00 75.01 AN 29445.33 90000.400 44350.00 443.41 .08 443.45 1.01 2.26 1.32 80.00 75.88 60.01 2436157 * 90888.080 44350.00 443.49 .00 443.63 1.56 181 2.25 88.00 75.08 68.88 145.c.21 I 0/29,90 10:57:11 ?p6E 22 SED O O CWSEL CR1WS ES VLOB VCH VROB K *%NL K *M K *XNR 01K 90880.000 44350.00 443.61 a 443.64 .93 2.07 2.02 80.00 75.00 60.00 26753.36 * 90880.080 44356.00 443.97 .00 444.02 1.12 142 2.36 88.00 75.00 60.00 23'238.03 92090.000 44350.00 443.91 .00 443.95 .88 2.08 2.08 88.00 75.00 60.08 25688.96 92090.000 44350.00 444.338 .00 444.44 1.03 2.40 2.38 80.00 75.00 60.08 ?2698.75 92300.000 44350.00 443.98 .00 444.01 .85 1.93 1.80 88.00 75.00 60.00 2841.74 92300.208 44350.00 444.47 .00 444.51 .94 2.13 2.00 80.00 75.08 E0.00 26030.'6 * 93620. NO 44350.910 444.69 .00 444.84 1.45 4.73 1 1.10 70.00 60.00 60.80 16690.50 * 93620.'M 4 4350.00 445.26 .'00 445.51 1.71 5.55 2.13 70.00 60.00 60.00 14497.38 93670.000 44350.00 444.83 . N0 444.90 1.84 3.48 .71 70.00 60.00 100.00 13358.77 93670.000 44350.00 445.43 .00 445.58 2.44 4.59 1.59 78.00 60.00 100.00 10365.43 * 93730.080 44350.00 444.88 .00 445.08 2.86 4.60 .00 70.00 60.00 .00 6601.38 * 93730.000 44350.00 445.56 .00 445.75 2.81 4.56 .20 70.00 60.00 .00 7387.61 93760.000 44350.00 445.A .00 445.21 2.74 4.29 . 70.00 60.00 i00.N 7029.56 4 ?3760.08H 44350.00 445. E8 m 445.86 2.73 4.26 00 70.00 68.00 00 77 * ?3810.000 44350.00 445.22 00 445.29 1.25 3.43 .73 70.08 60.08 70.88 20467.33 * 93810.000 44350.00 +45. .00 445.94 1.62 4.46 1.49 78.00 68.00 1 0.00 :6103.49 * 97570.000 44350.00 445.98 N 446.00 .91 2.21 .78 78.00 68.00 96.00 31244.25 * 97570.008 44350.00 446.83 .30 446.85 1.04 2.33 .84 70.00 60.00 98.00 38668.84 * 98450.000 44350.N 446.19 a 446.24 1.35 3 3.25 .96 70.00 60.00 90.00 20208.74 98458.888 44350.00 447.03 .00 447.08 1.38 3.17 1.08 78.08 68.08 90.08 21479.01 99288.000 44350.00 446.54 .00 446.57 1.26 2.77 .91 70.00 60.00 96.00 22554.50 992M.000 44350.00 447.38 .00 447.42 1.31 3.19 1.11 70.00 60.00 90.08 28354.89 100840.000 44350.00 446.83 .00 446.86 1.26 2.54 .89 78.08 60.00 90.00 23333.69 108048.088 44358.00 447.71 .00 447.74 1.29 2.68 .99 76.06 60.00 90.00 23112.51 * 183868.888 44350.08 448.11 .00 448.20 1.42 4.44 1.65 78.88 AN 90.88 11873.10 * 183868.080 44350.00 44& 88 .00 448.95 1.43 3.92 1.54 78.08 68.80 98.08 1303& 83 106080.800 44350.00 45& 57 .00 456.62 1.03 3.19 1.60 78.80 60.00 90.08 14237.99 106088.000 44350.00 458.88 .00 450.94 .00 3.09 1.62 .00 60.00 90.00 14842.96 10/29/90 10:57:11 PAM 23 ELM FORK TRINITY RIVER SlkOMiRY PRINT!%1T TABLE 110 SECNO CWSEL GIFKWS E6 TOPWIO GLOB GIN GROB PERENC 5TENCL STCNL SIM STENCR 64820.000 433.88 .10 434.20 2150.00 6397.96 24122.28 14779.76 2158.10 10650.80 11260.80 11470.00 12800.00 64828.000 434.05 .10 434.35 2150.'10 6489.32 23836.46 14974.22 2150.08 10658.08 11268.00 11478.00 12800.00 64900.M 433.96 .00 434.27 2150.00 6434.95 24806.52 14858.53 2158.08 10650.08 11268.00 11470.00 12900.00 54900.000 434.12 .30 434.42 2150.10 6523.35 2, 15046.60 2150.00 10658.00 11268.00 11478.08 12800.30 65088.800 434.05 .10 434.34 17%.15 1277.18 23833.45 20189.36 1900.08 11000.00 11248.80 11470.06 12910.10 65008.088 434.21 .80 434.49 1796.70 1301.39 23570.88 28427.73 1906.08 11000.08 11240.00 11470.00 12900.10 65300.000 434.18 .10 434.44 1900.00 24 %.39 22999.01 19804.60 1908.00 11800.08 11240.00 11470.00 12910.10 65300.M 434.33 .00 434.58 1900.00 2532.72 22757.80 20889.49 1900.08 11000.00 11240.08 11478.08 12900.00 55400.'.',08 434.30 .30 434.52 1900.00 2875.00 21212.96 21212.05 1900.10 11000.00 11248.80 11470.10 12910.00 65400.x530 434.45 m 434.66 1900.00 2911.59 28988.24 21400.17 1900.00 11010.10 11240.00 11470.00 12900.00 07180.010 +35.67 .08 435.84 1950.00 18236.56 21121.15 5942.35 1958.80 2058.10 3356.00 3600.80 4880.80 07180.008 435.75 .00 435.92 1950.00 18484.43 - :8936.38 5959.20 1950.08 2058.08 3350.08 3600.00 4000.00 t 67888.000 436.08 .10 436.16 2240.09 29948.75 10587.00 4564.25. .08 .10 5750.00 5941.10 .10 + 67880.000 436.16 .10 436.24 2240.86 38013.98 10516651 4569.51 .10 .00 575L 00 5941.00 .10 57980.800 436.07 .30 436.27 1316.94 29795.27 13765.75 1538.98 .10 .10 2765.00 2883.08 .10 67980.000 436.14 .00 436.34 I317.42 29898.15 13667.51 1542.35 .00 .10 2765.08 2883.00 .00 68080.080 436.13 .00 436.33 1317.30 29867.81 13691.47 1541.52 .10 .10 2765.00 2883.00 .10 68080.080 436.21 .10 436.40 1317.79 29959.22 13595.% 1544.81 .10 .10 2165.00 2883.08 .10 68188.000 436.27 .00 436.40 1902.93 29951.25 15053.36 95.39 5910.10 .10 5758.00 5958.00 5988.00 68188.088 436.34 .00 436.47 1903.38 38042.44 1496L 82 96.74 598L 00 .10 5750.00 5950.08 5980.00 68350.800 436.37 .00 436.48 2219.11 27985.57 14001.47 3112.96 3238.00 .10 2710.06 2935.80 323& 10 6835L M 436.43 .08 436.55 2219.32 26069.29 13897.99 3132.72 323L N .10 2718.00 2935.00 3238.00 68600.000 436.49 .00 436.59 2379.45 25112.62 12344.45 7642.94 3390.00 .88 2585.00 2745.88 3390.00 68680.000 436.55 .10 436.66 2379.65 25175.84 12243.83 7686.33 3390.88 .10 2585.00 2745.00 3390.88 69480.008 436.89 .00 437.32 2402.71 23044.52 1237L 46 9677.02 .01 .00 2165.00 2328.88 .10 69488.080 436.95 .10 437.07 2463.04 23060.33 12285.42 9754.25 .10 .00 2165.00 2320.00 .00 71288.008 437.78 .00 437.86 2488.88 10127.69 17383.26 17139.65 2488.88 10300.00 11358.80 11680.88 12700.88 11288.008 437.81 .00 437.90 2408.00 10166.31 17313.01 17176.67 2400.00 18388.30 11350.88 11680.30 12710.00 4 72920.000 438.05 .00 438.09 3381.00 21591.13 7835.79 15223.09 .10 .10 2135.10 2330.00 .10 + 72920.000 438.09 .10 438.13 3301.23 21575.67 7816.11 15258.23 .10 .10 2135.10 2310.08 .10 75620.000 438.20 .00 438.25 3136.68 15162. 96 7948.34 21546.10 .80 .10 8975.00 9210.00 .00 75620.000 438.23 .00 438.29 7 1136.80 15138.31 7919.71 21591.98 .10 .10 8975.00 9208.00 1 08 10/29/90 10:57:11 PAGE 24 SECNO CWSEL DIFKWS EG TOPWID @LOB am GROB PEREW STD CL STCHL STCHR STE,CR 77490.000 438.36 a0 438.42 3244.76 31635.36 9510.27 3504.37 .00 .88 9440.00 9700.00 a0 77490,888 438. A a0 438.45 3244.94 331633.27 9482.72 3534.01 .00 .00 9448.08 9708.00 .00 80970.080 438.76 .00 438.83 3654.26 Mn. 05 8586.63 9524.32 .08 .08 1534.08 1712.08 .aa 88970.880 438.79 .00 438.86 3654.47 26518.55 8559.23 9572.21 .06 .08 1534.08 1712.00 .00 83488.000 439.13 M 439.18 3954.04 15989.15 5908.73 22752.13 .08 .00 18748.00 10980.00 .30 83408. M 439.15 .30 439.20 3954.18 15973.33 5897.42 22779.25 .00 .08 10748.00 10988.00 M 34750. M 439.30 .08 4 39.36 4162.56 19992.16 61 %.59 18460.65 .00 .a0 2325.00 2625.00 a0 34750.M 439.32 a8 439.38 4162.79 19989.44 6189.13 18471.43 .00 .08 2325.00 2625. N IN * 85088.088 439.34 .80 439.42 4299.59 7768.74 9248.77 27632.49 .00 .00 2323.N 2625.00 .00 * 85080.008 439.37 .08 439.45 4299.65 7799.47 9228.91 27621.61 .80 .08 2325.00 2625.00 .m * 86560.000 439.56 .J0 439.60 3451.90 8401.81 7157.59 29891.39 5108.08 2088.08 4740.08 4997.06 7100.00 * 86560.080 439.58 . a 439.62 3452.08 8488.83 7149.17 29892.08 5188.08 2888.08 4748.08 4997. a8 7100.00 * 87530.008 439.62 .00 4339.85 2245.16 11836.42 17008.01 15885.58 5558.08 2078.08 4953.01 5110.00 7620.00 * 875. 439,64 .a0 439.87 2246.19 11845.28 16%@.% 15843.76 5550.08 2 @70.00 4953.00 5110.00 'E20. v@ 87800. NO 439.70 .a0 440.15 1595.61 :8069.81 27262.49 7317.70 5480.88 1088.08 380. M 4030.00 6480.00 87800.2108 439.72 .30 440. 1595.86 1@882.45 MIN. 23 7359,32 5480.08 1000.00 3848.20 4838. a0 6480.00 * 87900.080 439.68 A 441,38 413.13 1753.28 42556.84 339.89 5480.00 1888.00 3790.08 40%.00 64M. IV + 87900.088 439.70 .00 441.40 413.23 1750.% 42559.61 339.44 5488.08 1888.00 3790.00 4050.00 6460.00 37930.000 439.91 .00 441.58 441.35 1723.57 42592.29 334.15 5480.80 100&00 3790. M 4850.08 5480.00 87930.008 439.93 a0 441.59 471.55 1721.41 42594.79 333.80 5488.00 1088.00 3798.08 4850.OV 648& 00 * 87960.088 441.90 .08 442.39 1586.95 9193.01 38216.41 5248.59 5500.08 1088.08 3748.00 4835.00 SSA. 00 * 87968.088 441.91 .30 442.48 1587.14 9288.47 30182.32 5267.21 5508.00 1088.88 3746. 00 4835.M 6500.00 88888.880 442.15 .80 442.51 1598.79 18243.37 27194.99 7211.64 5588.08 1888.88 3748.88 4035.08 6500.N 88888.088 442.16 .08 442.52 15%.83 18247.39 27170.68 7231.93 558& 00 1888.88 374& 88 4035.00 6588.00 88038.080 442.20 .00 442.56 1593.11 11181.22 26884.42 6664.35 5560.00 5920.00 8588.80 8848.08 11488.08 88830.088 442.21 .08 442.57 1593.12 11106.66 26856.37 6687.98 5568.08 9928.00 8588.88 8648.00 11480.00 88050.088 442.23 .88 442.59 1593.49 11109.28 26833.40 6707.32 5560.00 5928.00 8588.08 8840.00 11488.00 88850.080 442.24 .88 442.60 1593.70 11113.62 26885.59 6730.79 5568.00 592& 88 8588.00 8848.00 11480.00 88158.088 442.43 .08 442.76 2622.32 7918.52 2%33.20 7106.28 5795.80 1188.80 3838.08 419& 00 6895.00 88158.800 442.50 .88 442.78 2622.35 7915.12 29688.78 7126.10 5795.80 1180.00 3838.00 4190.08 6895.00 * 89050.000 443.20 Al 443.23 5616.20 24142.44 1236& 98 8138.66 .00 .08 4970.00 5265.08 .00 * 89050.000 443.22 .32 443.25 5119.12 23784.88 12611.61 8333.51 5570.00 158& M 4978.00 5265.00 7070.m 90808.000 443.41 ,00 443.45 7383.83 25831.03 12858.43 6468.54 .08 .08 9412.28 9733.00 .a0 * 98080.000 443.49 .38 443.63 3504.53 13126.58 28382.89 18848.53 5740.00 4958.00 9412.00 9733.00 106'0.@0 I 10/29190 10. tLljmmffv- 90880.000 443.61 * 98880.000 443.97 ?2090.000 443.91 920%.008 444.38 ?2300.000 443.98 92300.000 444.47 * ?3620.000 444.69 * 93620. M 445.26 93670.000 444.83 93676.000 445.43 * 93730.008 444.88 * 93730.080 445.56 33760. M 445.04 * 93760. ON 445.68 * 93810.1!00 445.22 * 93810.'000 445.78 * 97570.000 445.98 * 97570.088 446.83 * 96458.000 446.19 98450.000 447.03 99280.000 446.54 99280.080 447.38 100048.008 446.83 108840.888 447.71 * 103868.008 448.11 * 183068.000 448.88 1068.080 458.57 106080.000 450.88 PAGE 25 DIFKWS EG TOPWID GLOB SCH GROB PERENC STENCL STCHL STCHR STENCR .00 443.64 6233.43 25195.51 9122.82 10031.67 .00 .00 7725.08 7990.00 .00 .36 444.02 4351.66 21250.95 10880.27 12218.78 5715.00 2900.08 7725.00 7990.0 8615.00 .00 443.95 7952.11 23986.22 10359.35 10004.43 .00 .00 9000.00 932"0.00 .00 .46 444.44 5640.40 19857.37 12309.98 12182.65 6120.00 3900.00 9800.00 93'20.00 10020. 0.0 .00 444.01 7438.17 26024.99 8231.40 10093.60 .38 .00 7703.00 7 %9.00 .00 .49 444.51 5943.28 23044.26 9391.36 11914.337 6160.00 2550.00 7703.00 7 %9.00 8710.20 M 444.84 "349.35 24536.78 17344.30 2466.92 .00 .M 8200.00 8380.00 .d0 57 x45.51 4332.51 21067.23 20905.10 2377.67 5700.00 2950.00 8200.08 9380.00 8650.00 00 444.90 9699.99 32617.54 7880.41 3852.06 08 .00 8288.00 8476.00 .00 .61 445.58 4349.85 31881.51 11379.70 1088.79 5700.08 2950.00 820B.M 8478.00 8650.00 .00 445.08 5238.54 29082.25 15267.75 .06 .00 .00 8490.00 8880.00 .00 .68 445.75 4302.08 28076.15 16273.85 .08 50.08 3000.08 8490.00 8800.00 88.00 .00 445.21 7803.0'2 =0027.71 14311.04 11.26 .00 .N 8490.00 8800.00 .00 .64 445.86 4325.89 28686.20 156633.80 . m 5800.00 3m. 00 8490.00 8800.00 8800.00 .00 445.29 10076.72 247 ^20.82 14461.61 5167.57 .00 a@ am. 00 8450.00 .00 56 -45.94 4575.43 23790.63 :9411.84 1147.54 5750.00 :908.00 .9200. 00 8450.00 8650.00 00 446.00 9182.39 28437.98 6699.83 17212.20 .0B .00 5490.00 5680.00 .00 .84 446.85 7600.00 14865.10 7435.47 22049.43 7600.00 3100.00 5490.00 5680.00 10700.06 .00 446.24 8300.87 .8394.94 8864.16 17890.90 .08 .08 4035.00 4215.00 .00 .84 447.08 7459.70 13340.72 9121.87 21887.41 7550.00 1938.00 +035.00 4215.N ?480.08 .00 446.57 8487.73 18487.60 69%.78 18865.62 .08 .00 4035.M 4215.N .00 .84 447.42 6804.48 88.x.99 8539.67 27774.35 6840.00 2698.80 4035.00 4215.00 9538.00 .08 446.86 8536.63 19571.33 5845.23 18933.44 .ae .00 4035.08 4215.00 .M .88 447.74 7450.08 12038.29 6600.15 25711.56 7458.08 2300.00 4035.00 4215.80 9M 08 .08 448.20 8576.75 5193.23 8269.31 38887.46 .00 .00 3333.08 3533.00 .0B .77 448.95 6712.50 967.00 7889.47 35493.52 6860.00 2840.80 3333.08 3.'533.00 9700.00 .08 450.62 6543.06 431.47 5250.84 38667.68 .00 .00 2630.00 2858.00 .W .31 450.94 5610.38 .00 5272.22 39877.77 6050.00 2580.00 2630.00 2850.00 8630.00 I 0/29,90 10:57:11 SUMARY CF ERRORS AND SPECIAL 40TES WARNING SECNO= 67880.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECND= 67880.000 PROFILE= 2 CONVEYANCE DRa OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 72920.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEED& 72920.080 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 35000.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAMISE WARNING SECNO= 85000.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEGvO= 86568.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' ARNING SECUC>= 86560.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 87538.800 PROFILE= 1 CONVEYANCE DOa OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 87530.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 87900.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RA % WARNING SECNO= 87900.7100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37968.080 PROFILE= L CONVEYANCE CINANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 37960.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SED& 890 .000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNC= 89050.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90000.008 PROFILE= 2 CONVEYANCE DRa OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90888.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC?& 93628.080 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SED& 93730.888 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SM& 93730.008 PROFILE= 2 MIDGE DECK DEFINITION ERROR CAUTION SECNO= 93760.080 PROFILE= 2 BRIDGE DECK DEFINITION ERROR WARNING SECNO= 93810.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 2 CONVEYANCE DN46E OUTSIDE ACCEPTABLE RANGE WARNING SECND= 97570.880 PROFILE= 1 CONVEYANCE DOE E OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.080 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98458.M PROFILE= I CONVEYANCE Ma OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 1'0;060.200 PROFILE= I CONVEYANCE CIANBE OUTSIDE ACCEPTABLE Me WARNINNG SED& 133060.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PARE 26 10/29/90 10:57:11 PAGE 27 FLOODWAY DATA, ELM FORK TRINITY RIVER PROFILE NO. 2 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 64820. PA10 2150. 17816. 2.5 434.0 433.9 ; 6490& 008 2150. 17949. 2.5 434.1 434.0 .1 65000.480 1797. 15284. 3.0 434.2 434.0 .2 65300.000 1908. 16240. 2.8 434.3 434.2 .1 65400.088 19M. 16472. 2.8 434.4 434.3 .1 67180. M8 1950. 15748. 2.9 435.8 435.7 .1 67880. MB 2241. 20721. 2.2 436.2 436.1 .1 67980.088 1384. 13350. 3.4 436.1 436.1 .3 68M. OM 1385. 13423. 3.4 436.2 436.1 11 68180. M8 1983. 16884. 2.7 436.3 436.3 .0 SM.0M 2219. 17388. 2.6 436.4 436.4 10 68600.000 2380. 18555. 2.4 436.6 436.5 .1 59480.000 2403. 17219. 2.6 436.9 436.9 .0 71280. M0 2400. 21328. 2.1 437.8 437.8 3 72920.0M 3301. 31007. 1.4 438.1 438.1 .0 7628. 008 3137. 27908. 1.6 438.2 438.2 .0 77490.008 3245. 24057. 1.9 438.4 438.4 .0 80978. M8 3654. 23468. 1.9 438.8 438.8 .0 834M. M8 3954. 27120. 1.6 439.2 439.1 .1 84750. MB 4163. 24647. 1.9 439.3 439.3 .0 &W. NO 43M. 28622. 2.2 439.4 439.3 .1 86560.888 5085. 27438. 116 439.6 439.6 .0 87530.0M 5539. 13740. 3.2 439.6 439.6 10 87888.088 5391. 18187. 4.4 439.7 439.7 .0 87988.888 5845. 4747. 9.4 439.7 439.7 .0 87938.888 5645. 4881. 9.3 439.9 439.9 .0 8796& 8M 5424. 9504. 4.7 441.9 441.9 .0 80888.888 5424. 10918. 4.1 442.2 442.1 .1 88830.888 5536. 11369. 3.9 442.2 442.2 10 88850 888 5536. 11418. 3.9 442.2 442.2 .8 88150.0M 5791. 16683. 2.7 442.5 442.5 .0 8905.088 5570. 35955. 1.2 443.2 443.2 .0 9MM. M8 5174. 185%. 2.4 443.5 443.4 .1 9@888.088 5715. 28625. 1.5 444.0 443.6 .4 92898. M8 6120. 29457. 1.5 444.4 443.9 .5 923M.0M 6160. 34799. 1.3 444.5 444.8 .5 93620.088 57M. 17284. 2.6 445.3 444.7 .6 93678.808 57M. 16214. 2.7 445.4 444.8 .6 93730.8M 5880. 13557. 3.3 445.6 444.9 .7 93760.8M 58M. 14089. 3.1 445.7 445.8 .7 93810.0M 575. 19779. 2.2 445.8 445.2 .6 97570. M0 76M. 43672. 1.0 446.8 446.0 .8 10129/90 10:57:11 PAGE 28 FLOODWAY DATA, ELM FORK TRINITY RIVER PROFILE NO. - - - -- FLOODWAY WATER SURFACE ELEVATION STATION 'WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOMY FLOODWRY ?8450.000 750. 35076. 1.3 447.0 446.2 .8 ?9280.000 5840. 33945. 1.3 447.4 446.5 19 100040.000 ' 4 50. 37860. 1.2 447.7 446.8 19 103060.000 0860. 25700. 1.7 448.9 448.1 .8 :06080.000 5981. 25842. 1.7 450.9 456.6 .3 1 * WATER SURFACE PROFILES # * DODSON & ASSOCIATES, INC. * DEVELOPED BY THE COE ' * HYDROLOGIST AND CIVIL ENGINEERS # * VERSION OF SEPTEMBER 1988 * 5629 FM 1960 WEST SUITE 314 t * ERROR: 01,02,03 # ' HOUSTON, TEXAS 77069 t * RUN DATE 10/16/90 TIME 8:28:18 * (713) 440 -3787 Fax (713) 440 -4742 #ss t #s#st# s# ss#s ts#s#s##ss#s ss #sst #s # # #st #stssss # #s # #s # # # ** HEC -2 END OF BANNER CORPS OF ENGINEERS RECONN STUDY MODEL PAGE 1 THIS RUN EXECUTED 10/16/90 8:28:18 HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989 ERROR CORR - 01,02,03 MODIFICATION T1 U.S. ARMY CORPS OF ENGINEERS - FORT NORTH DISTRICT T2 UPPER TRINITY RECDN STUDY *ELM FORK TRINITY RIVER* EXISTING CONDITIONS T3 CONVEYANCE MODEL DISCHARGES: 2-YR 5-YR 10-YR 25-YR 50 -YR 100-YR SPF J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q USEL FO -1 7 0.00000 424.0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBN CHNIM ITRACE -1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 39 43 1 53 54 42 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 NC 0.070 0.070 0.040 0.1 0.3 QT 7 6900 13400 19000 26600 34500 24000 44500 IRVING BLVD. X1 3270 437.5 17 550 1400 410 1642 700 410 1020 411.3 1040 411.2 1330 GR GR 416.7 1400.0 411.7 1435.0 390.7 1480.0 385.7 1510.0 395.7 1575.0 GR 408.2 1610.0 412.2 1642.0 410.8 1682.0 410.3 1970.0 410.3 2100.0 GR 424 2300 440 2350 NC .3 .5 X1 3305 41 1400 1642 35 35 35 X4 1 410 700 BT 2 550 441.2 436.4 2350 441.2 436.4 GR 437.5 550 436.4 550 410 1020 411.3 1040 411.3 1130 GR 436.0 1130.0 436.0 1135.0 411.3 1135.0 411.3 1270.0 436.0 1270.0 GR 436.0 1275.0 411.3 1275.0 411.2 1330.0 416.7 1400.0 414.0 1420.0 GR 436.0 1420.0 436.0 1426.0 413.0 1426.0 411.7 1435.0 390.7 1480.0 GR 385.7 1510.0 395.7 1575.0 408.2 1610.0 409.0 1615.0 436.0 1615.0 GR 436.0 1621.0 409.0 1621.0 412.2 1642.0 410.8 1682.0 410.3 1800.0 GR 436.0 1800.0 436.0 1805.0 410.3 1805.0 410.3 1970.0 410.3 1975.0 GR 436.0 1975.0 436.0 1980.0 410.3 1980.0 410.3 2100.0 424 2300 GR 436.4 2350 X1 3335 41 1400 1642 30 30 30 X4 1 410 700 BT 2 550 441.2 436.4 2350 441.2 436.4 GR 437.5 550 436.4 550 410 1020 411.3 1040 411.3 1130 GR 436.0 1130.0 436.0 1135.0 411.3 1135.0 411.3 1270.0 436.0 1270.0 GR 436.0 1275.0 411.3 1275.0 411.2 1330.0 416.7 1400.0 414.0 1420.0 GR 436.0 1420.0 436.0 1426.0 413.0 1426.0 411.7 1435.0 390.7 1480.0 GR 385.7 1510.0 395.7 1575.0 408.2 1610.0 409.0 1615.0 436.0 1615.0 GR 436.0 1621.0 409.0 1621.0 412.2 1642.0 410.8 1682.0 410.3 1800.0 GR 436.0 1800.0 436.0 1805.0 410.3 1805.0 410.3 1970.0 410.3 1975.0 GR 436.0 1975.0 436.0 1980.0 410.3 1980.0 410.3 2100.0 424 2300 GR 436.4 2350 NC .1 .3 X1 3370 17 1400 1642 35 35 35 GR 437.5 550 410 700 410 1020 411.3 1040 411.2 1330 GR 416.7 1400.0 411.7 1435.0 390.7 1480.0 385.7 1510.0 395.7 1575.0 GR 408.2 1610.0 412.2 1642.0 410.8 1682.0 410.3 1970.0 410.3 2100.0 GR 424 2300 440 2350 PAGE 2 X7 3750 26 1415 1620 300 411 450 1150 380 410.5 1220 411 1300 GR GR 437.5 415.0 550 1390.0 411 413.0 700 1415.0 396.0 1430.0 395.5 1450.0 390.5 1460.0 GR 386.0 1475.0 385.0 1510.0 389.5 1530.0 390.2 1540.0 401.6 1550.0 GR 387.5 1570.0 388.5 1580.0 404.0 1590.0 410.0 1620.0 411.0 1720.0 GR 411.3 1770 410.5 1930 410 2100 424 2300 430 2400 GR 448 2450 X1 4950.0 13.0 1700.0 1930.0 1000.0 1400.0 1200.0 0.00 0.00 0.00 GR 439.0 1000.0 411.0 1050.0 411.0 1350.0 410.0 1700.0 395.0 1750.0 GR 389.0 1800.0 383.0 1830.0 400.0 1880.0 410.0 1930.0 410.0 2100.0 GR 410.0 2360.0 413.5 2440.0 439.0 2520.0 X1 SH 4970.0 356 30.0 1700.0 1930.0 20.0 20.0 20.0 0.00 0.00 0.00 BT 2.0 1000.0 438.8 434.5 2520.0 439.8 1050.0 435.5 411.0 1340.0 434.0 1340.0 GR 439.0 1000.0 434.5 1000.0 1348.0 411.0 411.0 1350.0 410.0 1690.0 434.0 1690.0 GR GR 434.0 434.0 1348.0 1694.0 411.0 410.0 1694.0 410.0 1700.0 395.0 1750.0 389.0 1800.0 GR 383.0 1830.0 400.0 1880.0 410.0 1930.0 410.0 1940.0 434.0 1940.0 GR 434.0 1944.0 410.0 1944.0 410.0 2250.0 434.0 2250.0 434.0 2258.0 GR 410.0 2258.0 410.0 2360.0 413.5 2440.0 435.5 2520.0 439.8 2520.0 X1 5030.0 0.0 0.0 0.0 60.0 60.0 60.0 0.00 0.00 0.00 X2 NC X1 .07 5050.0 .07 12.0 .045 1700.0 1930.0 20.0 20.0 20.0 0.00 0.00 0.00 GR 439.0 1000.0 411.0 1050.0 411.0 1350.0 410.0 1700.0 395.0 1750.0 GR 389.0 1800.0 383.0 1830.0 400.0 1880.0 410.0 1930.0 410.0 2360.0 GR 413.5 2440.0 439.0 2520.0 X1 6750.0 19.0 1620.0 1830.0 1800.0 1700.0 1700.0 0.00 0.00 0.00 GR 440.0 1050.0 419.5 1050.0 416.0 1130.0 416.0 1280.0 411.5 1320.0 GR 411.5 1390.0 412.3 1490.0 412.3 1620.0 391.0 1690.0 386.5 1730.0 GR 385.6 1750.0 410.0 1800.0 414.0 1810.0 420.0 1830.0 420.0 1876.0 GR 415.0 1940.0 416.0 2060.0 416.0 2250.0 440.0 2300.0 CRI &P RAILROAD X1 6790 47 1620 1830 40 40 40 BT 2 1050 449 444.7 2500 449 444.7 GR 449.0 1050.0 444.5 1050.0 444.0 1050.0 416.0 1130.0 416.0 1150.0 GR 444.0 1150.0 444.0 1155.0 416.0 1155.0 416.0 1280.0 411.5 1320.0 GR 411.5 1350.0 444.0 1350.0 444.0 1355.0 411.5 1355.0 411.5 1390.0 GR 412.3 1490.0 412.3 1600.0 444.0 1600.0 444.0 1605.0 412.3 1605.0 GR 412.3 1620.0 391.0 1690.0 386.5 1730.0 385.6 1750.0 410.0 1800.0 GR 414.0 1810.0 420.0 1830.0 420.0 1850.0 444.0 1850.0 444.0 1855.0 GR 420.0 1855.0 420.0 1876.0 415.0 1940.0 415.0 1970.0 444.0 1970.0 GR 444.0 1975.0 415.0 1975.0 416.0 2060.0 416.0 2140.0 444.0 2140.0 GR 444 2145 416 2145 416 2250 416 2450 440 2500 GR 444 2500 449 2500 X1 6805 0 0 0 15 15 15 Xz X1 6850.0 19.0 1620.0 1830.0 45.0 45.0 45.0 0.00 0.00 0.00 GR 440.0 1050.0 419.5 1050.0 416.0 1130.0 416.0 1280.0 411.5 1320.0 GR 411.5 1390.0 412.3 1490.0 412.3 1620.0 391.0 1690.0 386.5 1730.0 GR 385.6 1750.0 410.0 1800.0 414.0 1810.0 420.0 1830.0 420.0 1876.0 GR 415.0 1940.0 416.0 2060.0 416.0 2250.0 440.0 2300.0 NC .07 .07 .035 OT 7 6900 13400 19000 26600 34500 44200 44500 X1 11160 23.0 2760.0 2940.0 3850.0 4450.0 4310.0 0.00 0.00 0.00 GR 442 1930 418.4 1980 413.6 2250 408.9 2510 408 2700 GR 412 2760 399.6 2795 397.8 2815 392 2834 391 2850 GR 395 2863 396.5 2880 400 2900 406 2930 410 2940 GR 414 2945 414 3030 413 3170 414 3385 415.4 3440 GR 420 3470 430 3575 440 3715 PAGE 3 X7 14040 17.0 2045.0 2220.0 3000.0 2900.0 2880.0 0.00 0.00 0.00 GR 442.0 1475.0 420.0 1525.0 410.0 1650.0 410.0 1800.0 411.0 1860.0 GR 411.0 2000.0 411.5 2045.0 400.0 2070.0 393.3 2120.0 393.3 2160.0 GR 410.4 2220.0 409.0 2300.0 412.0 2654.0 416.0 2884.0 415.6 2960.0 GR 415 3051 432 3076 OT 7 7000 13800 19500 27200 35000 44500 44500 x1 PROCTOR ROAD 14075 31.0 2047.0 2214.0 35.0 35.0 35.0 0.00 0.00 0.00 X3 0 0 0 0 0 3000 BT 2.0 2047.0 413.8 412.6 2214.0 415.0 413.8 GR 442.0 1475.0 420.0 1525.0 412.0 1650.0 411.8 1900.0 412.2 2000.0 GR 413.4 2047.0 411.4 2047.0 400.0 2070.0 393.3 2120.0 393.3 2140.0 GR 412.0 2140.0 412.0 2144.0 393.3 2144.0 393.3 2160.0 410.4 2214.0 GR 414.5 2214.0 414.0 2300.0 414.0 2357.0 413.2 2415.0 413.6 2472.0 GR 413.9 2529.0 413.9 2587.0 413.1 2644.0 417.0 2667.0 428.0 2928.0 GR 428.0 2948.0 428.0 3385.0 428.0 3659.0 430.0 3735.0 437.0 3812.0 GR 450.0 3912.0 X1 14105 0.0 0.0 0.0 30.0 30.0 30.0 0.00 0.00 0.00 X2 1 X3 0 0 0 0 0 3000 X1 14140 16.0 2045.0 2220.0 35.0 35.0 35.0 0.00 0.00 0.00 GR 442.0 1475.0 420.0 1525.0 410.0 1650.0 410.0 1800.0 411.0 1860.0 GR 411.0 2000.0 411.5 2045.0 400.0 2070.0 393.3 2120.0 393.3 2160.0 GR 410.4 2220.0 409.0 2300.0 409.0 2783.0 410.0 3016.0 415.0 3051.0 GR 432 3076 X1 14530 25.0 2066.0 2243.0 400.0 550.0 390.0 0.00 0.00 0.00 GR 437.9 1486.0 411.0 1573.0 410.4 1600.0 410.4 1700.0 409.5 1800.0 GR 408.7 1900.0 409.1 2000.0 409.0 2066.0 394.1 2095.0 393.2 2109.0 GR 391.7 2119.0 392.7 2140.0 394.1 2179.0 396.7 2200.0 403.6 2222.0 GR 408.2 2243.0 410.2 2300.0 409.5 2400.0 409.5 2500.0 409.5 2600.0 GR 409.5 2700.0 408.4 2800.0 406.9 2900.0 409.0 2949.0 432.0 3005.0 xi SH 14560 183 49.0 2059.0 2189.0 30.0 30.0 30.0 0.00 0.00 0.00 BT 2.0 1494.0 444.4 439.8 3007.0 444.4 439.8 GR 444 1490.0 444.0 1494.0 439.0 1494.0 433.8 1508.0 417.3 1559.0 GR 412.1 1575.0 411.1 1600.0 410.9 1609.0 410.5 1658.0 409.5 1700.0 GR 439.0 1700.0 439.0 1705.0 409.5 1705.0 410.0 1811.0 408.1 2000.0 GR 407.5 2010.0 439.0 2010.0 439.0 2015.0 407.5 2015.0 406.6 2059.0 GR 394.1 2076.0 390.4 2100.0 392.1 2121.0 392.4 2160.0 394.1 2161.0 GR 396.5 2164.0 397.4 2170.0 406.8 2189.0 407.3 2198.0 409.2 2211.0 GR 410.3 2250.0 412.1 2324.0 411.1 2349.0 410.9 2352.0 410.5 2400.0 GR 439.0 2400.0 439.0 2405.0 410.5 2405.0 410.1 2650.0 408.5 2800.0 GR 439.0 2800.0 439.0 2805.0 408.5 2805.0 406.5 2900.0 409.0 2952.0 GR 410.0 2956.0 426.7 3000.0 439 3007.0 444.4 3007 X1 14680 49.0 2059.0 2189.0 120.0 120.0 120.0 0.00 0.00 0.00 BT 2 1494 444 439.8 3007 444 439.8 GR 444 1490.0 444.0 1494.0 439.0 1494.0 433.8 1508.0 417.3 1559.0 GR 412.1 1575.0 411.1 1600.0 410.9 1609.0 410.5 1658.0 409.5 1700.0 GR 439.0 1700.0 439.0 1705.0 409.5 1705.0 410.0 1811.0 408.1 2000.0 GR 407.5 2010.0 439.0 2010.0 439.0 2015.0 407.5 2015.0 406.6 2059.0 GR 394.1 2076.0 390.4 2100.0 392.1 2121.0 392.4 2160.0 394.1 2161.0 GR 396.5 2164.0 397.4 2170.0 406.8 2189.0 407.3 2198.0 409.2 2211.0 GR 410.3 2250.0 412.1 2324.0 411.1 2349.0 410.9 2352.0 410.5 2400.0 GR 439.0 2400.0 439.0 2405.0 410.5 2405.0 410.1 2650.0 408.5 2800.0 GR 439.0 2800.0 439.0 2805.0 408.5 2805.0 406.5 2900.0 409.0 2952.0 GR 410.0 2956.0 426.7 3000.0 439 3007.0 444.4 3007 X1 14700 25.0 2066.0 2243.0 20.0 20.0 20.0 0.00 0.00 0.00 GR 437.9 1486.0 411.0 1573.0 410.4 1600.0 410.4 1700.0 409.5 1800.0 GR 408.7 1900.0 409.1 2000.0 409.0 2066.0 394.1 2095.0 393.2 2109.0 GR 391.7 2119.0 392.7 2140.0 394.1 2179.0 396.7 2200.0 403.6 2222.0 GR 408.2 2243.0 410.2 2300.0 409.5 2400.0 409.5 2500.0 409.5 2600.0 GR 409.5 2700.0 408.4 2800.0 406.9 2900.0 409.0 2949.0 432.0 3005.0 PAGE 4 X1 17360 38.0 2428.0 2534.0 2600.0 2100.0 2660.0 410.4 0.00 1300.0 0.00 407.4 0.00 1400.0 GR 438.4 1011.0 411.8 1103.0 410.5 408.6 1200.0 1700.0 407.5 1800.0 410.0 2000.0 GR 408.2 1500.0 408.2 412.0 1600.0 2100.0 409.3 2158.0 401.6 2188.0 397.7 2213.0 GR GR 411.3 396.2 2066.0 2230.0 395.7 2234.0 396.2 2238.0 401.1 2275.0 410.3 393.2 2302.0 2462.0 GR 409.4 2400.0 409.2 2428.0 403.5 2432.0 2502.0 396.1 396.1 2453.0 2523.0 401.1 2530.0 GR 391.9 2473.0 392.0 2486.0 2546.0 394.1 406.8 2600.0 405.0 2700.0 406.7 2800.0 GR 406.0 2534.0 406.6 GR 411.8 2826 414 2849 432 2880 NH 5. 0.0700 2800.0 0.0750 3800.0 0.0700 5112.0 0.0350 5307.0 0.0700 NH X1 5731 18520 68.0 5112.0 5307.0 1160.0 1160.0 1160.0 0.00 0.00 0.00 X3 GR 0 463.6 0 1000.0 0 413.4 2300 1100.0 405.8 1200.0 405.5 1297.0 405.2 409.3 1315.0 1593.0 GR 402.3 1348.0 401.2 1396.0 409.5 1425.0 409.1 403.0 1500.0 1664.0 402.9 1700.0 GR 402.9 1610.0 403.0 1650.0 399.7 402.5 1657.0 1937.0 409.4 1961.0 409.8 2000.0 GR 402.1 1800.0 402.5 410.8 1900.0 2200.0 410.7 2428.0 410.7 2500.0 411.7 2600.0 GR GR 410.1 411.5 2100.0 2800.0 411.6 2900.0 414.7 3000.0 413.7 3100.0 411.1 412.6 3200.0 3477.0 GR 412.6 3300.0 412.7 3400.0 412.6 3455.0 3700.0 409.7 410.7 3468.0 3800.0 411.5 3900.0 GR 412.6 3500.0 411.6 3600.0 4200.0 411.0 411.1 4300.0 411.5 4400.0 411.6 4500.0 GR 412.3 411.0 4100.0 4523.0 412.1 408.6 4543.0 414.4 4566.0 411.0 4600.0 411.3 4700.0 GR GR 410.0 4800.0 410.0 4955.0 413.0 5015.0 413.0 5112.0 5225.0 398.0 400.5 5142.0 5282.0 GR 395.0 5180.0 392.7 5195.0 392.7 5210.0 5375.0 395.0 412.0 5400.0 411.8 5500.0 GR 413.0 5307.0 413.0 5353.0 412.0 GR 410.1 5600 411.7 5680 432 5731 NH 5. 0.0850 2800.0 0.0850 3800.0 0.0750 5090.0 0.0350 5331.0 0.0700 NH 5731 X1 FRAZIER DAM 18620 67.0 5090.0 5331.0 100.0 100.0 100.0 0.00 0.00 0.00 X3 GR 0 463.6 0 1000.0 0 413.4 2300 1100.0 405.8 1200.0 405.5 1297.0 405.2 409.3 1315.0 1593.0 GR 402.3 1348.0 401.2 1396.0 409.5 1425.0 409.1 403.0 1500.0 1664.0 402.9 1700.0 GR 402.9 1610.0 403.0 402.5 1650.0 1900.0 399.7 402.5 1657.0 1937.0 409.4 1961.0 409.8 2000.0 GR GR 402.1 1800.0 411.7 2600.0 411.5 412.6 2800.0 3300.0 GR 411.6 2900.0 414.7 3000.0 413.7 3100.0 411.1 412.6 3200.0 3477.0 412.6 3500.0 GR 412.7 3400.0 412.6 411.0 3455.0 3700.0 409.7 410.7 3468.0 3800.0 411.5 3900.0 412.3 4100.0 GR GR 411.6 412.1 3600.0 4200.0 411.1 4300.0 411.5 4400.0 411.6 4500.0 411.0 412.8 4523.0 4890.0 GR 408.6 4543.0 414.4 4566.0 411.0 4600.0 411.3 409.5 4700.0 5169.0 409.5 5171.0 GR 412.9 5090.0 407.0 5109.0 407.0 409.5 5169.0 5249.0 409.5 5251.0 407.0 5251.0 GR 407.0 407.0 5171.0 5311.0 407.0 411.9 5249.0 5331.0 411.9 5431.0 411.2 5531.0 410.1 5600.0 GR GR 411.7 5680 432 5731 NH 5. 0.0700 2800.0 0.0750 3800.0 0.0700 5112.0 0.0350 5307.0 0.0700 NH X1 5731 18670 68.0 5112.0 5307.0 50.0 50.0 50.0 0.00 0.00 0.00 X3 GR 0 463.6 0 1000.0 0 413.4 2300 1100.0 405.8 1200.0 405.5 1297.0 405.2 409.3 1315.0 1593.0 GR 402.3 1348.0 401.2 1396.0 409.5 1425.0 1657.0 409.1 403.0 1500.0 1664.0 402.9 1700.0 GR 402.9 1610.0 403.0 1650.0 1900.0 399.7 402.5 1937.0 409.4 1961.0 409.8 2000.0 GR 402.1 410.1 1800.0 2100.0 402.5 410.8 2200.0 410.7 2428.0 410.7 2500.0 411.7 2600.0 GR GR 411.5 2800.0 411.6 2900.0 414.7 3000.0 413.7 3100.0 411.1 412.6 3200.0 3477.0 GR 412.6 3300.0 412.7 3400.0 412.6 3455.0 3700.0 409.7 410.7 3468.0 3800.0 411.5 3900.0 GR 412.6 3500.0 411.6 3600.0 4200.0 411.0 411.1 4300.0 411.5 4400.0 411.6 4500.0 GR 412.3 411.0 4100.0 4523.0 412.1 408.6 4543.0 414.4 4566.0 411.0 4600.0 411.3 4700.0 GR GR 410.0 4800.0 410.0 4955.0 413.0 5015.0 413.0 5112.0 398.0 5142.0 GR 395.0 5180.0 392.7 5195.0 392.7 5210.0 395.0 5225.0 400.5 411.8 5282.0 5500.0 GR 413.0 5307.0 413.0 5353.0 412.0 5375.0 412.0 5400.0 GR 410.1 5600 411.7 5680 432 5731 NC NH .08 5. .07 0.0850 .065 2800.0 0.0850 3800.0 0.0750 5111.0 0.0650 5298.0 0.0700 NH OT 5731 7 7100 14000 19800 27100 34600 43600 44500 X1 19000 67.0 5111.0 5298.0 330.0 330.0 330.0 0.00 0.00 0.00 X3 0 0 0 2300 PAGE 5 GR 463.6 1000.0 413.4 1100.0 405.8 1200.0 405.5 1297.0 405.2 1315.0 GR 402.3 1348.0 401.2 1396.0 409.5 1425.0 409.1 1500.0 409.3 1593.0 GR 402.9 1610.0 403.0 1650.0 399.7 1657.0 403.0 1664.0 402.9 1700.0 GR 402.1 1800.0 402.5 1900.0 402.5 1937.0 409.4 1961.0 409.8 2000.0 GR 410.1 2100.0 410.8 2200.0 410.7 2500.0 411.7 2600.0 411.5 2800.0 GR 411.6 2900.0 414.7 3000.0 413.7 3100.0 411.1 3200.0 412.6 3300.0 GR 412.7 3400.0 412.6 3455.0 409.7 3468.0 412.6 3477.0 412.6 3500.0 GR 411.6 3600.0 411.0 3700.0 410.7 3800.0 411.5 3900.0 412.3 4100.0 GR 412.1 4200.0 411.1 4300.0 411.5 4400.0 411.6 4500.0 411.0 4523.0 GR 408.6 4543.0 414.4 4566.0 411.0 4600.0 411.3 4700.0 410.0 4800.0 GR 412.7 5000.0 414.4 5100.0 414.9 5111.0 407.6 5133.0 403.3 5142.0 GR 397.7 5158.0 397.2 5183.0 395.7 5204.0 403.8 5245.0 407.6 5286.0 GR 408.5 5294.0 412.5 5298.0 412.0 5400.0 411.8 5500.0 410.1 5600.0 GR 411.7 5680 432 5731 NH 5. 0.0850 1900.0 0.0850 3198.0 0.0800 3333.0 0.0650 3522.0 0.0600 NH X1 4897 21000 38.0 3333.0 3522.0 2100.0 1600.0 2000.0 0.00 0.00 0.00 GR 428.8 1500.0 429.1 1600.0 428.7 1700.0 427.7 1800.0 425.7 1889.0 GR 423.9 1900.0 414.8 1954.0 413.0 2000.0 409.4 2082.0 409.4 3186.0 GR 418.3 3192.0 418.3 3198.0 418.2 3204.0 413.0 3226.0 412.8 3333.0 GR 409.5 3347.0 407.3 3374.0 403.3 3400.0 388.3 3425.0 388.3 3450.0 GR 399.7 3475.0 407.4 3502.0 409.5 3504.0 411.9 3522.0 411.8 3600.0 GR 413.3 3700.0 412.8 3900.0 413.0 4000.0 413.8 4100.0 414.0 4200.0 GR 413.5 4300.0 413.3 4400.0 412.4 4500.0 411.7 4600.0 410.6 4700.0 GR 408.6 4800 411.2 4850 432 4897 NH 5. 0.0800 2400.0 0.0800 3250.0 0.0800 4220.0 0.0650 4390.0 0.0800 NH X1 4881 22400 41.0 4220.0 4390.0 1150.0 950.0 1400.0 0.00 0.00 0.00 X3 GR 0 413.4 0 1700.0 0 414.3 2600 1800.0 414.7 1900.0 414.2 2000.0 414.6 2100.0 GR 416.8 2200.0 418.0 2300.0 418.9 2400.0 415.7 2500.0 414.2 2600.0 GR 413.9 3250.0 413.9 3300.0 413.5 3400.0 414.4 3500.0 414.1 3600.0 GR 413.2 3800.0 413.8 3900.0 414.1 4000.0 412.8 4100.0 411.9 4200.0 GR 412.0 4220.0 408.3 4240.0 407.6 4261.0 404.5 4269.0 399.3 4276.0 GR 391.7 4290.0 389.1 4313.0 389.2 4322.0 394.1 4340.0 402.6 4360.0 GR 407.6 4367.0 411.0 4370.0 412.3 4390.0 412.3 4400.0 411.9 4500.0 GR 411.0 4600.0 408.5 4697.0 408.9 4760.0 408.5 4820.0 409.3 4825.0 GR 430.4 4881 NH 6. 0.0800 2400.0 0.0800 3250.0 0.0800 4206.0 0.0650 4391.0 0.0800 NH 4860 0.070 5038 STOREY LANE X1 22470 92 4206 4391 70 70 70 X3 0 0 0 2510 0 5030 BT 2.0 2511.0 434.3 432.0 5038.0 434.3 1800.0 432.0 432.0 2000.0 433.8 2400.0 GR 432.1 1200.0 431.8 429.2 1600.0 2511.0 431.4 428.7 2519.0 415.3 2547.0 414.8 2550.0 GR 434.3 413.2 2511.0 2571.0 415.0 2578.0 413.2 2584.0 413.1 2587.0 413.5 2590.0 GR GR 414.1 2653.0 413.4 2719.0 413.0 2722.0 413.6 2795.0 413.7 2851.0 GR 413.4 2986.0 413.8 3000.0 432.0 3000.0 432.0 3010.0 413.8 3010.0 GR 413.4 3184.0 413.3 3250.0 413.0 3382.0 412.4 3445.0 412.5 3500.0 GR 432.0 3500.0 432.0 3510.0 412.5 3510.0 412.7 3514.0 412.2 3577.0 GR 412.0 3643.0 411.6 3712.0 412.2 3779.0 412.2 3872.0 412.6 3939.0 GR 412.3 4000.0 432.0 4000.0 432.0 4010.0 412.3 4010.0 412.1 4102.0 GR 413.1 4170.0 413.1 4172.0 412.4 4206.0 408.2 4240.0 407.5 4243.0 GR 404.2 4249.0 399.4 4257.0 391.4 4272.0 389.0 4292.0 388.4 4301.0 GR 393.9 4330.0 393.8 4333.0 398.4 4343.0 404.4 4359.0 407.4 4363.0 GR 410.6 4367.0 410.6 4375.0 413.5 4391.0 413.6 4473.0 408.0 4500.0 GR 432.0 4500.0 432.0 4510.0 408.0 4510.0 412.8 4560.0 411.8 4630.0 GR 411.7 4633.0 409.6 4700.0 409.4 4703.0 409.9 4712.0 408.4 4722.0 GR 407.4 4752.0 408.4 4783.0 409.0 4797.0 428.4 4850.0 428.3 4860.0 GR 428.3 4868.0 409.8 4916.0 407.7 4920.0 406.1 4923.0 406.0 4927.0 GR 409.8 4934.0 412.3 4941.0 410.5 4980.0 409.9 4991.0 428.7 5029.0 GR 429.6 5038 434.6 5038 X1 22570 0.0 0.0 0.0 100.0 100.0 100.0 0.00 0.00 0.00 X2 1 X3 0 0 0 2510 0 5030 PAGE 6 NH 5. 0.0800 2400.0 0.0800 3250.0 0.0800 4220.0 0.0650 4390.0 0.0800 NH X1 4881 22680 41.0 4220.0 4390.0 110.0 110.0 110.0 0.00 0.00 0.00 X3 GR 0 413.4 0 1700.0 0 414.3 2600 1800.0 414.7 1900.0 414.2 2000.0 414.6 2100.0 GR 416.8 2200.0 418.0 2300.0 418.9 2400.0 415.7 2500.0 414.2 2600.0 GR 413.9 3250.0 413.9 3300.0 413.5 3400.0 414.4 3500.0 414.1 3600.0 GR 413.2 3800.0 413.8 3900.0 414.1 4000.0 412.8 4100.0 411.9 4200.0 GR 412.0 4220.0 408.3 4240.0 407.6 4261.0 404.5 4269.0 399.3 4276.0 GR 391.7 4290.0 389.1 4313.0 389.2 4322.0 394.1 4340.0 402.6 4360.0 GR 407.6 4367.0 411.0 4370.0 412.3 4390.0 412.3 4400.0 411.9 4500.0 GR 411.0 4600.0 408.5 4697.0 408.9 4760.0 408.5 4820.0 409.3 4825.0 GR 432 4881 NH 4 .08 4350 .085 4431 .065 4550 .085 5898 O7 7 8600 15600 21600 29800 37300 46100 93800 X1 26300 31.0 4431.0 4550.0 2550.0 2250.0 3620.0 0.00 0.00 0.00 X3 GR 0 413.8 0 3100.0 0 411.1 3300 3200.0 410.5 3300.0 414.2 3500.0 413.6 3509.0 GR 412.0 3524.0 410.3 3560.0 412.1 3600.0 419.4 3620.0 419.0 3635.0 GR 409.2 3660.0 409.6 4311.0 421.1 4342.0 421.0 4350.0 421.0 4351.0 GR 416.7 4359.0 416.2 4400.0 413.7 4431.0 407.5 4435.0 400.5 4455.0 GR 396.0 4495.0 390.0 4515.0 398.5 4535.0 407.5 4544.0 411.2 4550.0 GR 412.3 4582.0 414.8 4620.0 414.1 4700.0 418.4 5800.0 417.1 5867.0 GR 433 5898 NH 4. 0.0750 5550.0 0.0850 6700.0 0.0650 6810.0 0.0800 7646 x1 29350 23.0 6700.0 6810.0 2240.0 1990.0 3050.0 0.00 0.00 0.00 X3 GR 0 414.2 0 5500.0 0 414.6 5800 5525.0 414.8 5550.0 415.1 5600.0 416.8 5800.0 GR 416.4 5900.0 412.2 6000.0 412.1 6200.0 413.2 6300.0 412.8 6400.0 GR 414.5 6500.0 412.1 6600.0 412.8 6700.0 391.0 6730.0 388.7 6750.0 GR 394.3 6785.0 416.9 6810.0 416.0 6900.0 414.0 7000.0 413.7 7130.0 GR 412.6 7600 412 7612 434 7646 NH 5. 0.0750 4100.0 0.0750 5550.0 0.0750 6759.0 0.0650 6865.0 0.0750 NH T787 X1 LOOP 29400 12 63.0 6759.0 6865.0 50.0 50.0 50.0 0.00 0.00 0.00 X3 0 0 0 6000 BY 2.0 5967.0 434.3 431.5 7787.0 433.9 431.1 GR 443.0 1900.0 443.1 2300.0 444.4 2455.0 439.6 2455.0 427.5 2488.0 GR 427.0 2528.0 427.0 2542.0 427.5 2582.0 439.6 2615.0 444.3 2615.0 GR 442.4 2800.0 433.8 3200.0 433.4 3400.0 432.3 4000.0 432.5 4100.0 GR 433.2 4400.0 433.2 4900.0 432.5 5100.0 432.6 5500.0 433.1 5550.0 GR 434.3 5967.0 431.0 5967.0 430.0 5968.0 417.7 5994.0 417.8 6038.0 GR 414.8 6065.0 410.5 6300.0 410.5 6310.0 431.0 6310.0 431.0 6316.0 GR 410.5 6316.0 409.6 6488.0 409.8 6563.0 412.0 6700.0 431.0 6700.0 GR 431.0 6710.0 412.0 6710.0 412.4 6741.0 412.0 6759.0 391.5 6790.0 GR 389.2 6813.0 397.7 6847.0 407.5 6857.0 412.4 6865.0 412.6 7000.0 GR 431.0 7000.0 431.0 7010.0 412.6 7010.0 413.1 7068.0 414.0 7216.0 GR 413.3 7400.0 413.3 7500.0 413.7 7510.0 431.0 7510.0 431.0 7520.0 GR 413.7 7520.0 414.1 7651.0 414.2 7663.0 415.6 7700.0 427.6 7769.0 GR 426.7 7775 431.1 7787 433.9 7787 X1 29520 0.0 0.0 0.0 120.0 120.0 120.0 0.00 0.00 0.00 X2 1 X3 0 0 0 6000 NH 4 5550 .075 6700 .065 6810 .075 7646 X1 29560 .075 22.0 6700.0 6810.0 40.0 40.0 40.0 0.00 0.00 0.00 X3 0 0 0 5800 GR 411.8 5200.0 413.6 5300.0 414.8 5550.0 415.1 5600.0 416.8 5800.0 GR 416.4 5900.0 412.2 6000.0 412.1 6200.0 413.2 6300.0 412.8 6400.0 GR 414.5 6500.0 412.1 6600.0 412.8 6700.0 391.0 6730.0 368.7 6750.0 GR 394.3 6785.0 416.9 6810.0 416.0 6900.0 414.0 7000.0 412.6 7600.0 GR 412 7612 434 7646 NH 5 .085 5690 .075 8152 .085 9084 .07 9237 .08 NH 10517 x1 31300 58.0 9084.0 9237.0 1500.0 1200.0 1740.0 0.00 0.00 0.00 X3 0 0 0 7300 0 10500 PAGE 7 GR 453.9 906 428.3 1269 431.4 3081 430.2 3535 428.4 3617 GR 427.8 4817.0 428 4902.0 428.3 4995.0 427.1 5197.0 429.1 5296.0 GR 425.4 5493.0 422.5 5591.0 421.7 5599.0 425.6 5623.0 426.8 5690.0 GR 427.0 5887.0 419.6 6084.0 418.9 6272.0 413.6 6277.0 413.5 6325.0 GR 415.5 6329.0 423.1 7154.0 422.5 7179.0 416.3 7230.0 411.1 7364.0 GR 413.2 7430.0 419.0 7441.0 419.7 7462.0 414.2 7510.0 414.5 7616.0 GR 409.1 7638.0 414.4 7650.0 415.8 7726.0 409.0 7735.0 409.0 7748.0 GR 415.8 7761.0 413.8 8152.0 413.3 8250.0 415.2 8447.0 415.6 8743.0 GR 416.9 8940.0 416.2 9000.0 415.8 9038.0 414.3 9084.0 410.2 9091.0 GR 413.0 9132.0 388.5 9188.0 390.5 9203.0 400.0 9222.0 415.9 9237.0 GR 418.0 9334.0 414.7 9728.0 414.7 9826.0 421.8 10060.0 420.4 10121.0 GR 425.7 10417 425.1 10507 434 10517 NH 6 .075 7753 .085 9500 .07 9604 .075 9887 .07 NH X1 10076 34160 .07 31.0 11353 9500.0 9604.0 2200.0 1550.0 2860.0 0.00 0.00 0.00 GR 422.8 6896.0 419.1 7067.0 414.5 7239.0 414.2 7410.0 415.8 7753.0 GR 416.6 7924.0 412.2 8023.0 414.8 8096.0 416.1 8439.0 418.2 8610.0 GR 418.2 8781.0 416.7 8953.0 417.0 9296.0 413.3 9500.0 399.4 9531.0 GR 394.7 9553.0 398.9 9580.0 410.1 9597.0 418.1 9604.0 421.2 9810.0 GR 421.6 9887.0 422.7 10076.0 423.1 10153.0 427.4 10324.0 437.5 10496.0 GR 442.9 10667.0 446.7 10751.0 450.7 10839.0 451.2 11010.0 457.0 11182.0 GR 460.5 11353.0 NC NH 6 .075 7753 .3 .08 .5 9458 .07 9629 .075 9887 .07 NH 10076 .07 11353 X1 NILDWOOD DRIVE 34190 44.0 9458.0 9629.0 30.0 30.0 30.0 0.00 0.00 0.00 BT 2.0 9458.0 425.6 422.7 9629.0 425.4 422.7 GR 423.9 6724.0 417.8 7239.0 417.6 7581.0 418.2 7753.0 418.4 8267.0 GR 420.5 8781.0 425.5 9458.0 420.9 9458.0 420.9 9459.0 419.9 9459.0 GR 419.9 9460.0 413.4 9471.0 413.1 9476.0 408.9 9485.0 407.8 9498.0 GR 407.2 9499.0 406.3 9502.0 401.3 9519.0 395.1 9544.0 395.1 9545.0 GR 422.0 9545.0 422.0 9550.0 395.1 9550.0 399.7 9570.0 404.1 9585.0 GR 404.3 9588.0 407.2 9592.0 408.6 9596.0 415.7 9607.0 417.7 9621.0 GR 420.1 9626.0 420.1 9627.0 421.1 9628.0 421.1 9629.0 425.4 9629.0 GR 425.4 9887.0 425.4 9981.0 425.8 10076.0 426.2 10153.0 428.8 10324.0 GR 438.2 10667.0 439.2 10751.0 442.2 11010.0 448.1 11353.0 X1 34230 0.0 0.0 0.0 40.0 40.0 40.0 0.00 0.00 0.00 X2 1 NH 6 .075 7753 .08 9500 .07 9604 .07 9887 .07 NH X1 10076 34260 .07 27.0 10667 9500.0 9604.0 30.0 30.0 30.0 0.00 0.00 0.00 GR 424.3 6700 422.8 6896 419.1 7067 414.5 7239 414.2 7410 GR 415.8 7753 416.6 7924 412.2 8023 414.8 8096 416.1 8439 GR 418.2 8610 418.2 8781 416.7 8953 417 9296 413.3 9500 GR 399.4 9531 394.7 9553 398.9 9580 410.1 9597 418.1 9604 GR 421.2 9810 421.6 9887 422.7 10076 423.1 10153 427.4 10324 GR 437.5 10496 442.9 10667 NC NH 6. 0.0850 6930.0 .1 0.0800 .3 9590.0 0.0800 11490.0 0.0500 11739.0 0.0750 NH X1 11802 37250 .08 49.0 12574 11490.0 11739.0 1600.0 2600.0 2990.0 0.00 0.00 0.00 X3 GR 0 456.6 0 6900.0 0 457.2 8700 6930.0 444.0 6946.0 431.1 6969.0 431.2 6986.0 GR 430.8 6987.0 430.8 7053.0 426.9 7081.0 423.7 7241.0 425.6 7429.0 GR 427.5 7617.0 425.8 7805.0 421.2 7993.0 421.6 8098.0 424.3 8126.0 GR 423.9 8138.0 422.9 8143.0 423.8 8149.0 417.4 8745.0 417.4 8933.0 GR 414.4 9103.0 412.6 9115.0 415.3 9125.0 418.8 9308.0 417.3 9496.0 GR 417.3 9590.0 417.3 9684.0 419.7 9872.0 420.7 10063.0 417.5 10256.0 GR 417.3 10449.0 419.1 10751.0 420.7 11029.0 418.9 11222.0 416.5 11415.0 GR 414.8 11490.0 410.6 11522.0 407.2 11525.0 398.2 11561.0 394.2 11608.0 GR 397.9 11657.0 407.2 11705.0 442.5 11739.0 444.2 11802.0 444.3 11922.0 GR 444.4 11995.0 441.7 12188.0 447.2 12381.0 451.1 12574.0 NC .3 .5 NH 6. 0.0850 6930.0 0.0700 9590.0 0.0700 11512.0 0.0500 11744.0 0.0700 NH 11802 .07 11922 STLSFBT RAILROAD PAGE 8 X7 37290 65.0 11512.0 11744.0 40.0 40.0 40.0 0.00 0.00 0.00 X3 0 0 0 8700 BT 2.0 11025.0 442.9 438.0 11811.0 444.0 450.0 6946.0 445.0 431.1 6969.0 431.2 6986.0 GR 456.6 6900.0 6987.0 457.2 430.8 6930.0 7053.0 430.9 7081.0 431.0 7429.0 430.8 8745.0 GR GR 430.8 430.9 8902.0 427.9 8902.0 414.7 8933.0 412.4 8978.0 413.3 9004.0 GR 413.6 9095.0 413.0 9120.0 414.0 9147.0 413.7 9264.0 414.2 9269.0 GR 428.6 9300.0 432.1 9300.0 432.8 9496.0 433.3 9590.0 438.7 10642.0 GR 442.9 11025.0 438.0 11025.0 430.4 11038.0 423.7 11051.0 418.7 11079.0 GR 418.4 11090.0 419.4 11184.0 419.3 11200.0 429.0 11200.0 429.0 11215.0 GR 419.2 11215.0 419.2 11222.0 419.4 11287.0 416.7 11316.0 416.8 11329.0 GR 418.7 11341.0 414.5 11493.0 414.4 11500.0 440.0 11500.0 413.8 11512.0 GR 440.0 11515.0 414.4 11515.0 409.1 11536.0 409.6 11556.0 407.2 11566.0 GR 398.0 11566.0 395.5 11608.0 398.6 11662.0 400.4 11686.0 410.0 11727.0 GR 416.3 11736.0 424.4 11737.0 427.9 11744.0 435.1 11748.0 436.7 11751.0 GR 438.9 11758.0 439.8 11802.0 440.0 11811.0 450.0 11811.0 451.1 11922.0 X1 37310 0.0 0.0 0.0 20.0 20.0 20.0 0.00 0.00 0.00 1 X2 X3 0 0 0 8700 NH 6. 0.0850 6930.0 0.0700 9590.0 0.0650 11490.0 0.0500 11739.0 0.0700 NH X1 11802 37350 .07 49.0 12574 11490.0 11739.0 40.0 40.0 40.0 0.00 0.00 0.00 X3 GR 0 456.6 0 6900.0 0 457.2 8700 6930.0 444.0 6946.0 431.1 6969.0 431.2 6986.0 GR 430.8 6987.0 430.8 7053.0 426.9 7081.0 423.7 7241.0 425.6 7429.0 GR 427.5 7617.0 425.8 7805.0 421.2 7993.0 421.6 8098.0 424.3 8126.0 GR 423.9 8138.0 422.9 8143.0 423.8 8149.0 417.4 8745.0 417.4 8933.0 GR 414.4 9103.0 412.6 9115.0 415.3 9125.0 418.8 9308.0 417.3 9496.0 GR 417.3 9590.0 417.3 9684.0 419.7 9872.0 420.7 10063.0 417.5 10256.0 GR 417.3 10449.0 420.7 11029.0 418.9 11222.0 416.5 11415.0 414.8 11490.0 GR 410.6 11522.0 407.2 11525.0 398.2 11561.0 394.2 11608.0 397.9 11657.0 GR 407.2 11705.0 442.5 11739.0 444.2 11802.0 444.2 11811.0 444.3 11922.0 GR 444.4 11995.0 441.7 12188.0 447.2 12381.0 451.1 12574.0 NH 5. 0.0850 8530.0 0.0800 10134.0 0.0800 11771.0 0.0700 11990.0 0.0800 NH X1 12694 42860 49.0 11771.0 11990.0 2900.0 3500.0 5510.0 0.00 0.00 0.00 X3 GR 0 456.6 0 8423.0 0 457.2 9800 8461.0 444.0 8480.0 431.1 8507.0 431.2 8528.0 GR 430.8 8530.0 430.8 8570.0 430.9 8587.0 430.7 8685.0 430.6 8800.0 GR 430.5 8914.0 430.8 9029.0 430.2 9144.0 430.7 9208.0 430.3 9225.0 GR 430.6 9234.0 430.5 9242.0 423.4 9254.0 416.7 9285.0 417.6 9295.0 GR 424.6 9302.0 426.1 9596.0 419.5 10134.0 419.4 10140.0 416.2 10168.0 GR 416.0 10174.0 419.5 10192.0 419.9 10503.0 418.7 10684.0 420.2 11046.0 GR 420.8 11228.0 418.5 11409.0 419.7 11771.0 415.9 11860.0 407.3 11868.0 GR 397.2 11887.0 395.3 11907.0 395.8 11922.0 396.1 11930.0 407.3 11957.0 GR 416.9 11969.0 417.4 11982.0 420.5 11990.0 420.2 12134.0 420.4 12315.0 GR 421.1 12497.0 420.9 12531.0 420.7 12550.0 437.0 12694.0 NH 6. 0.0850 8530.0 0.0700 10134.0 0.0700 11802.0 0.0600 11980.0 0.0700 NH 12531 .07 12694 X1 CALIFORNIA 42930 CROSSING 53.0 11802.0 11980.0 70.0 70.0 70.0 0.00 0.00 0.00 X3 0 0 0 9800 BT 2.0 11802.0 427.5 426.3 11980.0 427.5 426.3 GR 456.6 8423.0 457.2 8461.0 444.0 8480.0 431.1 8507.0 431.2 8528.0 GR 430.8 8530.0 430.8 8570.0 430.9 8587.0 430.7 8685.0 430.6 8800.0 GR 430.5 8914.0 430.8 9029.0 430.2 9144.0 430.7 9208.0 430.3 9225.0 GR 430.6 9234.0 425.6 9343.0 426.6 9596.0 421.5 9959.0 421.7 10134.0 GR 421.7 10140.0 421.7 10168.0 420.3 10321.0 420.3 10684.0 420.9 10939.0 GR 421.2 11228.0 421.2 11590.0 427.4 11802.0 421.9 11802.0 421.9 11804.0 GR 417.0 11820.0 415.5 11831.0 415.5 11845.0 411.6 11856.0 407.3 11858.0 GR 397.5 11877.0 395.0 11893.0 395.0 11894.0 426.0 11894.0 426.0 11900.0 GR 395.0 11900.0 396.0 11918.0 407.3 11936.0 413.9 11953.0 415.6 11966.0 GR 422.0 11979.0 422.0 11980.0 427.5 11980.0 422.4 12134.0 422.4 12315.0 GR 422.7 12531.0 422.8 12550.0 437.0 12694.0 X1 42990 60 60 60 X2 1 X3 0 0 0 9800 PAGE 9 NH 6. 0.0850 8530.0 0.0700 10134.0 0.0700 11771.0 0.0650 11990.0 0.0700 NH X1 12531 43010 .065 53.0 12694 11771.0 11990.0 20.0 20.0 20.0 0.00 0.00 0.00 X3 GR 0 439.5 0 7836.0 0 439.2 9800 8036.0 439.7 8267.0 439.3 8283.0 439.2 8336.0 GR 456.6 8423.0 457.2 8461.0 444.0 8480.0 431.1 8507.0 431.2 8528.0 GR 430.8 8530.0 430.8 8570.0 430.9 8587.0 430.7 8685.0 430.6 8800.0 GR 430.5 8914.0 430.8 9029.0 430.2 9144.0 430.7 9208.0 430.3 9225.0 GR 430.6 9234.0 430.5 9242.0 423.4 9254.0 416.7 9285.0 417.6 9295.0 GR 424.6 9302.0 426.1 9596.0 419.5 10134.0 419.4 10140.0 416.2 10168.0 GR 416.0 10174.0 419.5 10192.0 419.9 10503.0 418.7 10684.0 420.2 11046.0 GR 420.8 11228.0 418.5 11409.0 419.7 11771.0 415.9 11860.0 407.3 11868.0 GR 397.2 11887.0 395.3 11907.0 396.1 11930.0 407.3 11957.0 416.9 11969.0 GR 417.4 11982.0 420.5 11990.0 420.2 12134.0 420.4 12315 421.1 12497 GR 420.9 12531 420.7 12550 437 12694 NC NN 5. 0.0850 8530.0 .1 0.0850 .3 10134.0 0.0700 10715.0 0.0650 10958.0 0.0600 NH X1 12868 44000 57.0 10715.0 10958.0 750.0 750.0 990.0 0.00 0.00 0.00 X3 GR 0 456.6 0 8423.0 0 457.2 9242 8461.0 0 444.0 12000 8480.0 431.1 8507.0 431.2 8528.0 GR 430.8 8530.0 430.8 8570.0 426.9 8587.0 423.7 8685.0 425.6 8800.0 GR 427.5 8914.0 425.8 9029.0 421.2 9144.0 421.7 9208.0 424.3 9225.0 GR 430.6 9234.0 430.5 9242.0 423.4 9254.0 416.7 9285.0 417.6 9295.0 GR 424.6 9302.0 426.1 9596.0 419.5 10134.0 419.4 10140.0 416.2 10168.0 GR 416.0 10174.0 419.5 10192.0 419.7 10333.0 418.9 10344.0 421.1 10639.0 GR 421.0 10641.0 420.7 10652.0 421.1 10684.0 418.7 10715.0 411.5 10741.0 GR 411.1 10747.0 407.4 10755.0 395.4 10797.0 395.4 10815.0 393.4 10833.0 GR 393.5 10855.0 395.8 10895.0 396.3 10915.0 407.4 10936.0 409.0 10937.0 GR 420.4 10958.0 420.7 11021.0 420.8 11042.0 422.1 11176.0 421.6 11276.0 GR 422.3 12174.0 422.9 12207.0 423.5 12222.0 421.9 12231.0 422.7 12625.0 GR 421.5 12804.0 437.0 12868.0 NH 5. 0.0850 8530.0 0.0850 10134.0 0.0650 10728.0 0.0430 10899.0 0.0600 NH 12868 X1 CALIFORNIA 44150 CROSSING DAM 46.0 10728.0 10899.0 150.0 150.0 150.0 0.00 0.00 0.00 X3 GR 0 456.6 0 8423.0 0 457.2 8300 8461.0 0 444.0 12000 8480.0 431.1 8507.0 431.2 8528.0 GR 430.8 8530.0 430.8 8570.0 426.9 8587.0 423.7 8685.0 425.6 8800.0 GR 427.5 8914.0 425.8 9029.0 421.2 9144.0 421.7 9208.0 424.3 9225.0 GR 430.6 9234.0 430.5 9242.0 423.4 9254.0 416.7 9285.0 417.6 9295.0 GR 424.6 9302.0 426.1 9596.0 419.5 10134.0 419.4 10140.0 416.2 10168.0 GR 416.0 10174.0 419.5 10192.0 419.7 10333.0 418.9 10344.0 421.4 10702.0 GR 420.8 10728.0 416.3 10759.0 411.3 10759.0 411.3 10868.0 416.3 10868.0 GR 420.5 10899.0 420.8 11042.0 422.1 11176.0 421.6 11276.0 422.3 12174.0 GR 422.9 12207.0 423.5 12222.0 421.9 12231.0 422.7 12625.0 421.5 12804.0 GR 437.0 12868.0 NH 5. 0.0850 8530.0 0.0850 10134.0 0.0650 10737.0 0.0650 10907.0 0.0650 NH X1 12868 44250 52.0 10737.0 10907.0 100.0 100.0 100.0 0.00 0.00 0.00 X3 0 0 0 8300 0 12000 GR 456.6 8423.0 457.2 8461.0 444.0 8480.0 431.1 8507.0 431.2 8528.0 GR 430.8 8530.0 430.8 8570.0 426.9 8587.0 423.7 8685.0 425.6 8800.0 GR 427.5 8914.0 425.8 9029.0 421.2 9144.0 421.7 9208.0 424.3 9225.0 GR 430.6 9234.0 430.5 9242.0 423.4 9254.0 416.7 9285.0 417.6 9295.0 GR 424.6 9302.0 426.1 9596.0 419.5 10134.0 419.4 10140.0 416.2 10168.0 GR 416.0 10174.0 419.5 10192.0 419.7 10333.0 418.9 10344.0 421.0 10646.0 GR 420.0 10737.0 413.9 10763.0 411.7 10768.0 402.6 10787.0 399.6 10807.0 GR 397.6 10827.0 400.6 10857.0 411.7 10880.0 413.3 10887.0 416.4 10893.0 GR 420.1 10907.0 420.5 11003.0 420.8 11042.0 422.1 11176.0 421.6 11276.0 GR 422.3 12174.0 422.9 12207.0 423.5 12222.0 421.9 12231.0 422.7 12625.0 GR 421.5 12804.0 437.0 12868.0 NH 5. 0.0800 6413.0 0.0850 10328.0 0.0850 10975.0 0.0700 11094.0 0.0650 NH X1 11625 48500 32.0 10975.0 11094.0 2400.0 2800.0 4250.0 0.00 0.00 0.00 X3 0 0 0 7400 PAGE 10 GR 453.8 6413.0 456.6 6453.0 440.0 6586.0 440.0 7177.0 8444.0 440.5 421.4 8100.0 8457.0 GR 422.8 8162.0 420.5 8418.0 426.4 418.0 8430.0 8999.0 426.8 411.9 9010.0 411.9 9042.0 GR 420.4 8555.0 420.0 418.3 8752.0 9146.0 421.0 9540.0 419.9 9934.0 419.6 10328.0 GR GR 416.5 422.0 9058.0 10975.0 412.3 10987.0 404.5 11003.0 399.7 11017.0 394.8 421.2 11037.0 11535.0 GR 398.1 11057.0 407.2 11077.0 421.6 11094.0 422.3 11313.0 GR 420.9 11598.0 437.0 11625.0 NC 6413.0 .3 0.0800 .5 10328.0 0.0750 10954.0 0.0700 11086.0 0.0650 NH 5. 0.0800 NH 11626 NORTHWEST 48560 HIGHWAY SPUR 348 60.0 10954.0 11086.0 60.0 60.0 60.0 0.00 0.00 0.00 X1 X3 BT 0 7 0 874 0 431.3 7400 92 431.6 11187 BT 9343 43149 431.9 10 43174 431.4 10 431.4 429.3 ST 433.3 456 429.3 6000 456 6300 456.3 6413.0 457.3 6560.0 457.3 6564.0 GR GR 454.3 6783.0 450.7 6980.0 432.7 7571.0 431.3 419.3 7768.0 8770.0 432.1 419.3 7965.0 8990.0 GR 431.9 8555.0 431.3 8744.0 420.7 419.3 8744.0 9000.0 419.3 9004.0 412.2 9017.0 GR 428.0 8990.0 9057.0 428.0 418.5 9000.0 9069.0 419.9 9249.0 419.9 9250.0 428.0 9250.0 GR GR 412.1 428.0 9260.0 419.9 9260.0 421.3 9273.0 431.6 9273.0 431.9 429.0 9343.0 10285.0 GR 431.4 10116.0 424.2 10116.0 419.6 10254.0 418.5 418.3 10285.0 10328.0 420.7 10508.0 GR 429.0 10300.0 418.0 10300.0 418.1 10311.0 10675 421 10675 421.5 10900 GR 421 10600 10900 429 429 10600 10915 429 421.5 10915 421.8 10954 417.7 10958 GR 429 395.2 42 437 11626 GR 25 111 433.3 87 111 431.6 11535 431.3 11599 X1 48640 0.0 0.0 0.0 80.0 80.0 80.0 0.00 0.00 0.00 X2 X3 0 0 0 7400 NH 5. 0.0800 6413.0 0.0750 10975.0 0.0700 11094.0 0.0650 11598.0 0.0650 NH X1 11626. 48700 35.0 10975.0 11094.0 60.0 60.0 60.0 0.00 0.00 0.00 X3 GR 0 453.8 0 6413.0 0 456.6 7600 6453.0 440.0 6586.0 440.0 7177.0 440.5 421.4 8100.0 B457.0 GR 422.8 8162.0 420.5 8418.0 426.4 8430.0 8999.0 426.8 411.9 8444.0 9010.0 411.9 9042.0 GR 420.4 8555.0 420.0 418.3 8752.0 9146.0 418.0 421.0 9540.0 419.9 9934.0 419.8 10116.0 GR 416.5 419.6 9058.0 10328.0 422.0 10975.0 412.3 10987.0 404.5 11003.0 399.7 11017.0 GR GR 394.8 11037.0 398.1 11057.0 407.2 11077.0 421.6 11094.0 422.3 437.0 11313.0 11626.0 GR 421.0 11530.0 429.0 11562.0 429.0 11590.0 430.8 11598.0 NC 7260.0 .1 0.0850 .3 9195.0 0.0850 10262.0 0.0750 10663.0 0.0750 NH 6. 0.0850 NH 10798 7 .075 8400 11350 15300 22000 29600 36900 45200 87400 QT X1 55300 51.0 10663.0 10798.0 5250.0 5700.0 6600.0 0.00 0.00 0.00 X3 GR 0 443.9 0 2200.0 0 437.6 7200 2400.0 430.7 5596.0 431.1 5599.0 431.2 427.4 5604.0 5646.0 GR 430.6 5608.0 428.5 5618.0 429.9 5626.0 6900.0 423.7 427.6 5637.0 7100.0 424.8 7185.0 GR 425.6 5900.0 425.3 6300.0 7241.0 427.9 420.3 7260.0 421.8 7402.0 419.2 7412.0 GR 421.5 419.2 7224.0 7654.0 416.1 420.1 7660.0 421.8 7800.0 420.8 7900.0 421.3 8500.0 GR GR 419.5 8812.0 417.9 8821.0 417.9 8904.0 419.4 8915.0 421.5 420.7 9000.0 9324.0 GR 421.3 9153.0 419.8 9188.0 418.0 9195.0 418.0 424.9 9311.0 10600.0 421.9 10663.0 GR 422.1 10262.0 423.3 10400.0 424.3 397.7 10500.0 10730.0 399.7 10750.0 419.7 10784.0 GR 415.1 10690.0 403.7 10710.0 10900.0 425.2 11000.0 425.0 11094.0 424.6 11300.0 GR 422.8 10798.0 422.2 GR 435 11350 NH 5. 0.0800 3120.0 0.0550 3450.0 0.0750 3630.0 0.0750 3850.0 0.0550 NH X1 5270. 57890 60.0 3450.0 3630.0 2180.0 1620.0 2590.0 0.00 0.00 0.00 X3 GR 440.0 730.0 435.0 1850 950.0 431.0 1000.0 425.0 1045.0 424.0 1085.0 GR 423.0 1290.0 420.0 1320.0 424.0 1360.0 425.0 1390.0 427.0 1410.0 GR 425.0 1450.0 424.0 1520.0 420.8 1560.0 420.8 1830.0 423.0 1840.0 GR 424.0 1890.0 425.0 1910.0 430.0 1970.0 429.0 2060.0 428.0 2080.0 PAGE 11 GR GR GR GR GR GR GR GR NC NH NN X1 X3 GR GR GR GR GR GR GR GR GR GR GR GR GR NC NH NH x1 X3 GR GR GR GR GR GR GR GR GR GR GR NC xi X3 GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR xi X3 8T x1 X2 X3 423.0 2140.0 423.0 2210.0 428.0 2265.0 428.0 2370.0 424.0 2420.0 423.0 2450.0 423.0 3120.0 424.0 3210.0 425.0 3330.0 426.0 3400.0 427.0 3430.0 427.0 3450.0 420.0 3505.0 415.0 3522.0 411.7 3530.0 405.0 3540.0 400.0 3565.0 405.0 3590.0 411.7 3600.0 415.0 3610.0 420.0 3615.0 423.0 3630.0 422.0 3650.0 425.0 3675.0 426.0 3700.0 427.0 3750.0 428.0 3770.0 429.0 3850.0 425.0 3870.0 421.3 4050.0 425.0 4250.0 426.5 4550.0 425.0 4850.0 423.0 5030.0 418.0 5045.0 418.0 5095.0 424.0 5115.0 425.0 5216.0 430.0 5231.0 435.0 5270.0 0.30 0.50 6. 0.0800 2020.0 0.0500 3600.0 0.0750 3795.0 0.0750 3990.0 0.0750 4200. 0.0550 5300.0 58650 63.0 3795.0 3990.0 1050.0 600.0 760.0 0.00 0.00 0.00 3200 440.0 880.0 435.0 960.0 434.0 965.0 433.0 1000.0 430.0 1025.0 429.0 1052.0 428.0 1075.0 425.0 1092.0 424.0 1130.0 423.0 1230.0 420.0 1245.0 420.0 1300.0 425.0 1320.0 425.0 1540.0 426.0 1600.0 429.0 1620.0 429.0 1750.0 426.0 1790.0 426.0 1920.0 427.0 1930.0 426.0 2020.0 423.7 2100.0 426.0 2130.0 428.0 2160.0 428.0 2280.0 425.0 2310.0 425.2 2520.0 424.6 2800.0 424.3 3320.0 425.0 3435.0 426.5 3450.0 428.0 3465.0 427.0 3590.0 426.0 3600.0 426.0 3700.0 425.0 3725.0 424.0 3735.0 423.0 3795.0 420.0 3810.0 415.0 3820.0 411.7 3830.0 405.0 3840.0 400.0 3865.0 405.0 3890.0 411.7 3900.0 415.0 3910.0 420.0 3915.0 423.0 3930.0 425.0 3965.0 430.0 3990.0 427.0 4010.0 425.0 4035.0 425.0 4170.0 425.0 4200.0 422.9 4300.0 425.0 4400.0 426.5 4700.0 425.0 5000.0 423.5 5158.0 421.0 5166.0 421.0 5234.0 430.0 5261.0 435.0 5300.0 0 0 0 .03 0.5 7. 0.0800 3600.0 0.0800 5800.0 0.0750 7200.0 0.0700 7396.0 0.0400 7600. 0.0400 8200.0 0.0400 11000.0 59170 51.0 7200.0 7396.0 170.0 600.0 520.0 0.00 0.00 0.00 0 0 0 7000 0 8400 446.8 2110.0 446.9 2122.0 443.9 2130.0 445.4 2186.0 444.8 2400.0 443.0 2600.0 444.0 2800.0 445.1 3002.0 446.2 3013.0 443.6 3200.0 446.7 3600.0 446.8 3795.0 446.8 3800.0 442.3 4000.0 439.9 4200.0 425.3 4400.0 424.9 4600.0 415.3 4637.0 424.8 4669.0 426.1 4800.0 424.8 5000.0 425.7 5309.0 420.4 5316.0 420.4 5327.0 426.2 5335.0 425.5 5600.0 423.8 5689.0 424.6 5800.0 423.9 6400.0 425.0 7000.0 424.4 7200.0 419.4 7231.0 420.7 7251.0 405.0 7277.0 400.9 7297.0 413.4 7324.0 416.4 7340.0 419.5 7380.0 424.6 7396.0 423.8 7600.0 425.0 7600.0 426.5 7900.0 425.0 8200.0 424.5 8255.0 424.0 8257.0 424.0 8343.0 425.0 8346.0 426.0 8500.0 430.0 8512.0 431.4 10800.0 437.0 11000.0 0.040 0.040 0.050 59215 80 7200 7396 45 45 45 0 0 0 7000 0 8100 446.7 3600 443.5 4000 438.5 4200 437.5 4400 435.6 4600 435.4 4637 435.3 4669 435 4800 435 5000 436.85 5309 436.9 5316 436.9 5327 437 5335 435 5600 435 5689 435.4 5800 438.4 6400 441.17 6950 425 6985 425 7000 425 7048.5 439 7048.5 439 7051.5 425 7051.5 425 7148.5 439 7148.5 439 7151.5 424.6 7151.5 424.4 7200 419.4 7231 420.7 7248.5 439 7248.5 439 7251.5 420.7 7251.5 405 7277 400.9 7297 413.4 7324 416.4 7340 417 7348.5 439 7348.5 439 7351.5 417 7351.5 419.5 7380 424.6 7396 424.6 7448.5 439 7448.5 439 7451.5 424.6 7451.5 424.2 7548.5 439 7548.5 439 7551.5 424.6 7551.5 423.8 7600 424 7648.5 439 7648.5 439 7651.5 424 7651.5 424.6 7748.5 439 7748.5 439 7751.5 424.6 7751.5 424.6 7800 424.4 7848.5 439 7848.5 439 7851.5 424.4 7851.5 422.2 7875 420 7889 418.7 7901 424.8 7915 424.8 7915.1 425 7935 425.2 7948.5 439 7948.5 439 7951.5 425.2 7951.5 425.4 8015 441.17 8050 435.7 8450 437.1 8800 ROYAL LANE 59216 0 0 0 1 1 1 0 0 0 7000 0 8100 2 6950 441.17 439 8050 441.17 439 59314 0 0 0 98 98 98 0 0 0 0 0 0 1 0 0 0 7000 0 8100 PAGE 12 x1 59315 80 7200 7396 1 1 1 X3 0 446.7 0 3600 0 443.5 7000 4000 0 438.5 8100 4200 437.5 4400 435.6 4600 GR GR 435.4 4637 435.3 4669 435 4800 435 5000 436.85 5309 GR 436.9 5316 436.9 5327 437 5335 435 5600 435 425 5689 7000 GR 435.4 5800 438.4 6400 441.17 6950 425 6985 7051.5 425 7148.5 GR 425 7048.5 439 7048.5 7151.5 439 424.6 7051.5 7151.5 425 424.4 7200 419.4 7231 GR GR 439 420.7 7148.5 7248.5 439 439 7248.5 439 7251.5 420.7 7251.5 405 7277 GR 400.9 7297 413.4 7324 416.4 7340 417 7348.5 439 7348.5 GR 439 7351.5 417 7351.5 419.5 7380 424.6 7396 424.6 7448.5 GR 439 7448.5 439 7451.5 424.6 7451.5 424.2 7548.5 439 7548.5 GR 439 7551.5 424.6 7551.5 423.8 7600 424 7648.5 439 7648.5 GR 439 7651.5 424 7651.5 424.6 7748.5 439 7748.5 439 7751.5 GR 424.6 7751.5 424.6 7800 424.4 7848.5 439 7848.5 439 7851.5 GR 424.4 7851.5 422.2 7875 420 7889 418.7 7901 424.8 7915 GR 424.8 7915.1 425 7935 425.2 7948.5 439 7948.5 439 7951.5 GR 425.2 7951.5 425.4 8015 441.17 8050 435.7 8450 437.1 8800 NC 0.070 0.040 0.040 X1 59320 436.0 22 6899.0 7200 436.0 7546 6900.0 5 435.0 5 7000.0 5 425.0 7030.0 424.4 7200.0 GR GR 419.4 7231.0 420.7 7251.0 405.0 7277.0 400.9 7297.0 413.4 7324.0 GR 416.4 7340.0 419.5 7380.0 424.6 7396.0 424.0 7546.0 423.8 7600.0 GR 424.6 7800.0 422.2 7875.0 420.0 7889.0 418.7 7901.0 424.8 7914.0 GR 425.0 8050.0 435.0 8080.0 NC X1 .1 59800 .06 22.0 .040 7200.0 7546.0 400.0 490.0 480.0 0.00 0.00 0.00 GR 436.0 6800.0 435.0 6900.0 424.8 6930.0 425.0 7000.0 424.4 7200.0 GR 419.4 7231.0 420.7 7251.0 405.0 7267.0 405.0 7270.0 400.0 7270.0 GR 400.0 7374.0 400.0 7396.0 400.0 7450.0 424.0 7546.0 423.8 7600.0 GR 424.6 7800.0 422.2 7875.0 420.0 7689.0 418.7 7901.0 424.8 7914.0 GR 426.0 8100.0 435.0 8127.0 X1 60500 11.0 5800.0 6310.0 600.0 800.0 700.0 0.00 0.00 0.00 GR 410 5750 400 5800 400 6210 425 6310 423.2 6500 GR 424.2 6600 424.5 6800 422 6920 425 7000 425 7400 GR 435 7440 NC X1 .06 61500 .08 13.0 .045 692.0 1727.0 1500.0 700.0 1000.0 0.00 0.00 0.00 GR 440.0 692.0 400.0 852.0 400.0 860.0 400.0 1625.0 400.4 1630.0 GR 411.8 1657.0 415.0 1673.0 420.0 1694.0 425.0 1708.0 429.0 1727.0 GR 429.0 1856.0 428.5 1910.0 440.0 1945.0 NC X1 .06 61880 .1 15.0 .045 692.0 1440.0 330.0 430.0 380.0 0.00 0.00 0.00 GR 440.0 692.0 400.0 852.0 400.0 860.0 400.0 1345.0 411.8 1360.0 GR 415.0 1370.0 420.0 1415.0 424.0 1440.0 425.0 1490.0 426.0 1600.0 GR 427.0 1650.0 428.0 1670.0 429.0 1660.0 429.0 1725.0 440.0 1758.0 NC X1 .06 62100 .08 18.0 .045 780.0 1363.0 200.0 180.0 220.0 0.00 0.00 0.00 GR 440.0 780.0 400.0 940.0 400.0 1260.0 400.0 1263.0 425.0 1363.0 GR 425.0 1390.0 420.0 1438.0 426.0 1480.0 426.0 1580.0 425.0 1594.0 GR 425.0 1647.0 426.0 1660.0 427.0 1675.0 428.0 1687.0 428.0 1722.0 GR 427.0 1790.0 427.0 1812.0 440.0 1851.0 NC X1 .06 62350 .06 19.0 .045 1186.0 .1 1940.0 .3 210.0 200.0 250.0 0.00 0.00 0.00 GR 440.0 1158.0 426.0 1180.0 426.4 1186.0 400.0 1290.0 400.0 1300.0 GR 400.0 1870.0 400.0 1872.0 417.0 1940.0 417.0 1950.0 420.0 1958.0 GR 425.0 1963.0 426.0 1968.0 426.0 1998.0 425.0 2045.0 425.0 2057.0 GR 425.0 2070.0 425.0 2075.0 425.0 2100.0 440.0 2172.0 CT 7 8300 15400 22100 29800 37100 45300 86700 x1 62950 18.0 1270.0 1977.0 530.0 630.0 600.0 0.00 0.00 0.00 GR 440.0 1047.0 424.0 1095.0 426.0 1228.0 420.0 1270.0 415.0 1285.0 GR 411.8 1294.0 402.0 1334.0 400.0 1340.0 400.0 1880.0 400.0 1885.0 GR 422.8 1977.0 425.0 2007.0 426.0 2025.0 426.0 2075.0 425.0 2082.0 GR 425.0 2090.0 425.0 2190.0 440.0 2250.0 PAGE 13 NC X1 1 63750 .06 26.0 .045 1167.0 1670.0 950.0 650.0 800.0 0.00 0.00 0.00 GR 440.0 965.0 426.5 1005.0 426.2 1165.0 426.0 1167.0 400.0 1271.0 GR 400.0 1570.0 400.0 1574.0 424.0 1670.0 424.0 1685.0 425.0 1718.0 GR 426.0 1725.0 427.0 1730.0 428.0 1780.0 428.0 1845.0 425.0 1860.0 GR 425.0 1865.0 425.0 1882.0 425.0 1913.0 425.0 1955.0 425.0 2110.0 GR 425.0 2122.0 425.0 2135.0 425.0 2158.0 425.0 2175.0 425.0 2180.0 GR 440.0 2225.0 X1 63920 30.0 1377.0 1800.0 170.0 170.0 170.0 0.00 0.00 0.00 GR 440.0 1130.0 427.0 1169.0 426.3 1370.0 426.0 1377.0 400.0 1481.0 GR 400.0 1740.0 400.0 1744.0 414.0 1800.0 415.0 1810.0 415.0 1833.0 GR 420.0 1845.0 425.0 1855.0 428.0 1865.0 429.0 1890.0 430.0 1900.0 GR 430.0 1935.0 429.0 1968.0 428.0 1978.0 425.0 1988.0 425.0 2010.0 GR 425.0 2050.0 425.0 2255.0 425.0 2280.0 425.0 2330.0 426.0 2342.0 GR 427.0 2360.0 429.0 2372.0 429.0 2405.0 429.0 2410.0 440.0 2443.0 X1 64450 38.0 1417.0 1800.0 260.0 900.0 530.0 0.00 0.00 0.00 GR 440.0 1040.0 426.7 1080.0 426.2 1410.0 426.0 1417.0 400.0 1521.0 GR 400.0 1720.0 411.8 1732.0 420.0 1750.0 425.0 1800.0 427.0 1830.0 GR 428.0 1860.0 428.0 1917.0 425.0 1927.0 420.0 1940.0 416.4 1950.0 GR 416.4 2280.0 420.0 2300.0 421.0 2304.0 422.0 2350.0 425.0 2370.0 GR 426.0 2375.0 426.0 2400.0 425.0 2455.0 425.0 2492.0 425.0 2525.0 GR 425.0 2730.0 425.0 2735.0 425.0 2740.0 425.0 2745.0 425.0 2748.0 GR 425.0 2768.0 425.0 2772.0 425.0 2778.0 426.0 2782.0 425.0 2790.0 GR 424.0 2795.0 424.0 2835.0 440.0 2883.0 NC 0.100 0.100 48.0 0.050 11260.0 0.300 11470.0 0.500 200.0 500.0 370.0 0.00 0.00 0.00 X1 %3 64820 10700 0 12800 0 GR 450.0 1000.0 440.0 3400.0 430.0 4075.0 430.0 5825.0 431.5 7700.0 GR 432.6 7850.0 425.4 8135.0 429.5 8165.0 430.0 8180.0 429.0 8205.0 GR 425.0 8225.0 424.0 8300.0 427.0 8600.0 430.0 8750.0 428.5 8850.0 GR 425.0 8925.0 425.0 8995.0 424.0 9090.0 425.5 9400.0 424.0 9700.0 GR 424.0 10100.0 425.0 10670.0 426.0 10750.0 427.5 10900.0 428.0 11240.0 GR 427.0 11260.0 412.0 11315.0 400.0 11335.0 400.0 11365.0 413.0 11385.0 GR 420.0 11410.0 425.5 11470.0 427.5 11515.0 424.5 11850.0 428.0 11945.0 GR 426.7 12380.0 428.8 12520.0 425.7 12650.0 429.8 12900.0 428.0 13200.0 GR 430.0 13600.0 432.5 13770.0 430.0 13800.0 428.5 14000.0 440.0 15300.0 GR 450.0 15900.0 450.0 16250.0 460.0 16400.0 NC 0.075 0.070 0.045 0.3 0.5 X1 64900 20 1050 1350 445.7 1620 1170 80 429 80 1220 80 429 1350 411 1420 GR GR 450 400 1430 400 1470 411 1480 418 1500 420 1510 GR 426 1560 427.5 1620 424.5 1950 428 2040 426.5 2480 GR 429 2620 426 2760 430 3000 445.7 3060 450 3200 1H 635 X1 65000 76 1350 1620 100 100 100 BT 4 1050 450 450 1180 450 445.7 3060 450 445.7 BT GR 3200 450 450 1050 450 445.7 1180 429.0 1220 429 1230 445.7 1230.1 GR 445.7 1233 429 1233.1 429 1320 445.7 1320.1 445.7 1323 GR 429 1323.1 429 1350 413 1410 445.7 1410.1 445.7 1413 GR 413 1413.1 411 1420 400 1430 400 1470 411 1480 GR 418 1500 420 1510 422.5 1530 445.7 1530.1 445.7 1533 GR 422.5 1533.1 426 1560 427.2 1610 445.7 1610.1 445.7 1613 GR 427.2 1613.1 427.5 1620 427 1690 445.7 1690.1 445.7 1693 GR 427 1693.1 426 1770 445.7 1770.1 445.7 1773 426 1773.1 GR 425 1890 445.7 1890.1 445.7 1896 425 1896.1 424.5 1950 GR 428 2040 428 2050 445.7 2050.1 445.7 2056 428 2056.1 GR 427.5 2210 445.7 2210.1 445.7 2216 427.5 2216.1 427 2370 GR 445.7 2370.1 445.7 2376 427 2376.1 426.5 2480 428.5 2590 GR 445.7 2590.1 445.7 2596 428.5 2596.1 429 2620 426 2760 GR 426.5 2790 445.7 2790.1 445.7 2796 426.5 2796.1 429.5 2970 GR 445.7 2970.1 445.7 2976 429.5 2976.1 430 3000 445.7 3060 GR 450 3200 X1 65300 0 0 0 300 300 300 X2 1 X1 65400 20 1350 1620 100 100 100 PAGE 14 GR 450 1050 445.7 1170 429 1220 429 1350 411 420 1420 1510 GR 400 1430 400 1470 411 424.5 1480 1950 418 428 1500 2040 426.5 2480 GR 426 1560 427.5 426 1620 2760 430 3000 445.7 3060 450 3200 GR 429 2620 NC 0.075 0.075 0.055 0.1 0.3 3600 11800 NH 4 .05 3200 .10 3350 .07 .08 QT 7 8600 15700 22100 29600 36700 44900 86500 X1 67180 28 3350 3600 2300 1300 1780 X3 0 455 2050 200 450 4000 460 440 760 438 820 GR GR 460 436 1200 434 1400 432 1600 430 1600 428 2000 GR 430 2200 430 3200 430 3350 410 3410 402 3450 GR 415 3510 428 3600 428 4200 432 4400 432 7200 GR 434 7300 434 7600 432 8000 432 8100 435 8400 GR 435 10600 440 11600 450 11800 NH 5. 0.05 5650. 0.10 5750. 0.07 5941. 0.10 6024. 0.080 NH X1 6600. 67880 32 5750 5941 500 800 700 X3 0 439 0 4060 0 431 0 4110 0 428.6 6000 4150 428.2 4250 428.5 4350 GR GR 428.5 4450 428.3 4550 427 4650 427.3 4750 427 428 4850 5350 GR 426.5 4950 426.5 5050 427 5150 427 428 5250 5750 422 5825 GR 428.5 5450 429 5550 430 398 5650 5873 402 5898 408 5917 GR 419 425 5847 5941 413 426 5859 6024 428 6190 429 6290 436.5 6320 GR GR 436.5 6560 440 6600 NC .05 .05 .050 .3 .5 VALLEY VIEW LANE X1 67980 43. 2765. 2883. 100. 100. 440. 100. 2577. 430. 2577. 428. X4 5. 430. 2547. 440. 2547. X4 BT 2687. 2. 1557 443.7 440. 2960. 443.7 440.0 GR 443.7 1000. 443.7 1557. 439. 1557. 427. 1596. 426.5 1863. GR 427. 1923. 440. 1923. 440. 1945. 427. 1945. 427. 1950. GR 427. 2023. 440. 2023. 440. 2026. 427. 2026. 427. 2126. GR 440. 2126. 440. 2129. 427. 2129. 427. 2200. 428. 2372. GR 422. 2765. 420. 2777. 440. 2777. 440. 2780. 420. 2780. GR 419. 2786. 413.5 2798. 398. 2820. 402. 2840. 407.5 2858. GR 416. 2874. 420. 2877. 440. 2877. 440. 2880. 422. 2880. GR 425. 2883. 425.5 2916. 426. 2918. 440. 2918. 440. 2921. GR 427. 2921. 439. 2960. 443.7 2960. x1 68080 100 100 100 X2 X4 5. 430. 2547. 440. 2547. 440. 1. 2577. 430. 2577. 428. X4 2687. NH 5. 0.05 5650. 0.10 5750. .055 5950. 0.10 6190. 0.05 NH x1 6600. 68180 31 5750 5950 100 100 100 X3 GR 439 4060 431 4110 428.6 5980 4150 428.2 4250 428.5 4350 GR 428.5 4450 428.3 4550 427 4650 427.3 4750 427 4850 GR 427.5 4950 429 5050 429 5150 429 5250 429 422 5350 5825 GR 430 5450 430 5550 430 5650 428 402 5750 5898 408 5917 GR 419 5847 413 5859 398 432 5873 6290 436.5 6320 436.5 6560 GR 432 5950 432 6190 GR 440 6600 NC NH S. 0.05 2415. .1 0.10 .3 2710. 0.07 2935. 0.10 3045. 0.05 NH X1 3660. 68350 23. 2710. 2935. 140. 270. 170. X3 GR 440. 1000. 430. 1030. 429. 3230. 1280. 429. 1480. 430. 1850. GR 430. 2415. 428. 2660. 430. 2710. 428. 2720. 428. 2775. GR 422. 2795. 420. 2830. 410. 2840. 402. 2875. 410. 2905. GR 420. 2921. 428. 2935. 430. 2960. 432. 3045. 430. 3190. GR 431.9 3335. 433.5 3520. 434. 3660. PAGE 15 NH 5. 0.050 2410. 0.100 2585. 0.070 2745. 0.100 2880. 0.050 NH 4110. X1 68600 31. 2585. 2745. 150. 270. 250. X3 3390. GR 440. 1000. 430. 1030. 429. 1260. 429. 1460. 430. 1830. GR 430. 2395. 428. 2410. 428. 2585. 422. 2605. 420. 2640. GR 410. 2650. 402. 2685. 410. 2715. 420. 2732. 430. 2745. GR 430. 2880. 431. 2990. 431. 3185. 430. 3255. 429. 3260. GR 430. 3270. 430. 3390. 428. 3420. 428. 3480. 430. 3490. GR 431. 3560. 431. 3560. 432.6 3859. 432.6 3860. 434. 3980. GR 436. 4110. NH 5. 0.050 2075. 0.10 2165. 0.08 2320. 0.10 2415. 0.05 NH 3450. X1 69480 24 2165 2320 710 670 880 GR 445 1000 429 1040 428.6 1500 430 1740 430.6 1900 GR 430 2075 428 2165 422 2195 419 2220 413 2230 GR 398 2245 402 2270 408 2290 422 2310 428 2320 GR 430 2360 432 2415 434 2430 434 2800 432 2830 GR 432 3275 430 3300 430 3400 445 3450 NH 5. 0.05 11040. 0.10 11350. 0.08 11600. 0.10 11700. 0.05 NH 18200. X1 71280 32. 11350. 11600. 1760. 2100. 1800. X3 0 0 0 10000 0 13000 GR 450. 1000. 440. 1600. 442. 6200. 444. 7200. 444. 7400. GR 442. 7530. 440. 7750. 438. 8100. 436. 8300. 434. 8400. GR 433. 8500. 434. 8625. 438. 8650. 434. 8700. 434. 8900. GR 434. 9100. 432. 10150. 432. 11030. 430. 11040. 430. 11350. GR 428. 11360. 400.5 11460. 400.5 11500. 428. 11590. 430. 11600. GR 432. 11700. 430. 11750. 430. 15500. 435. 16800. 440. 17520. GR 445. 18100. 450. 18200. 0. 0. 0. 0. 0. 0. NH 7. 0.050 1446. 0.035 1800. 0.07 2035. 0.10 2135. 0.05 NH 2330. 0.10 2450. 0.05 4250. X1 72920 27 2135 2330 1500 1320 1640 GR 445 905 430 950 430 1446 421 1473 421 1473 GR 421 1773 430 1800 430 2035 430 2120 428 2135 GR 418.4 2160 410 2195 408 2220 410.5 2235 420 2255 GR 428 2330 428 2360 430 2370 431.6 2450 431.9 2700 GR 432 2800 432 2825 431 2860 430 2900 430 3500 GR 430 4200 445 4250 NH 5. 0.035 8812. 0.05 8975. 0.06 9200. 0.10 9300. 0.05 NH 11640. X1 75620 30 8975 9200 1300 1200 2700 GR 445 8465 421.48 8535 421.48 8785 432.3 8812 432.3 8813 GR 432.3 8814 432.3 8815 432.7 8974 432.7 8975 418.4 9015 GR 410 9050 408 9075 410.5 9090 420 9110 428.7 9200 GR 432.4 9300 431.5 9450 430.3 9960 432 10200 432 10450 GR 432 10620 432 10620 430 10700 430 10700 430 11180 GR 430 11230 430 11240 430 11270 430 11600 445 11640 NH 6. 0.035 7861. 0.05 9380. 0.10 9440. .075 9700. 0.10 NH 9850. 0.05 10740. CT 7 9200 16000 22300 29400 36500 44600 86200 X1 77490 32 9440 9700 1080 700 1870 GR 445 7460 421.9 7530 421.9 7830 433.8 7861 433.8 7862 GR 433.8 7863 433.8 7865 433.5 8000 433.2 8200 432 8500 GR 431.8 8700 432 8900 432.6 9200 432 9260 432 9380 GR 433 9440 418.8 9448 410 9510 407.5 9540 410 9565 GR 422 9605 429 9654 431 %90 434 9700 434 9850 GR 435 9950 436 10040 435 10150 434 10260 434.5 10450 GR 434 10715 445 10740 NH T. 0.05 295. 0.035 660. 0.05 1400. 0.10 1534. 0.07 NH 1712. 0.10 1900. 0.05 3712. x1 80970 29 1534 1712 1900 1650 3480 GR 444 6 434.3 36 434.6 200 434.2 295 422.56 330 GR 422.56 630 433.3 660 433.3 670 433.3 680 433.3 690 GR 433.3 800 433.7 1000 434.4 1200 434.9 1400 433.5 1534 GR 426 1554 419 1560 408 1620 412 1680 424.3 1687 GR 436 1712 435.5 1900 434.8 2000 434.8 2200 434.5 2400 GR 433.8 2600 434 2800 433.9 3655 446.8 3712 PAGE 16 NH 8 .05 9983 .035 10355 .05 10700 .10 10740 .07 NH 10980 .10 11060 .05 13474 0.035 13890 OT 7 7300 15900 22400 29600 36500 44200 84300 X1 83400 33 10740 10980 2300 2200 2430 GR 445 9900 436 9925 435.8 9983 423.45 10020 423.45 10320 GR 435 10355 435 10356 435 10357 435 10500 436 10550 GR 436.8 10700 436 10740 434 10760 432.2 10790 423.2 10820 GR 411 10840 410 10900 421 10920 428 10970 436 10980 GR 436.5 11060 436 11300 436.7 11400 435 11700 434 12200 GR 434 13474 425.5 13508 424.1 13649 424.1 13661 425.5 13801 GR 430.4 13821 431.8 13850 446.2 13890 NH 8 .035 1385 .05 2260 .10 2325 .075 2625 .10 NH 2900 .050 3000 .08 4762 .035 5199 X1 84750 37 2325 2625 1200 424 1400 1362 1350 431.5 1385 431.5 1385 GR 445 434 1000 1565 424 434 1062 1565 434 1565 436 1650 436 2125 GR GR 438 2260 439 2325 430 2350 412 2390 412 2450 GR 421 2470 430 2540 432 2555 434 2575 436 2590 GR 438 2610 439 2625 438 2900 437.4 3000 436.5 3500 GR 436 3650 436 4000 435.6 4200 436 4500 436 4762 GR 425.7 4803 424.3 4944 424.3 4956 425.7 5109 433.8 5145 GR 435 5168 446.6 5199 NH 8 .05 1320 .05 2260 .10 2325 .075 2625 .10 NH 2900 .05 3000 .08 4762 .035 5199 X1 85000 32 2325 438 2625 1080 350 426.5 200 1200 250 436 1320 436 2125 GR GR 438 438 880 2260 439 2325 430 2350 412 2390 412 2450 GR 421 2470 430 2540 432 2555 434 2575 436 2590 GR 438 2610 439 2625 438 2900 437.4 3000 436.5 3500 GR 436 3650 436 4000 435.6 4200 436 4500 436 4762 GR 425.7 4803 424.3 4944 424.3 4956 425.7 5109 433.8 5145 GR 435 5168 446.6 5199 NH 7. 0.050 4430. 0.10 4740. 0.06 4997. 0.10 5042. 0.08 NH 5782. 0.05 6071. 0.035 7513. X1 86560 62 4740. 4997. 1200. 900. 1560. X3 2000. 7100. GR 442.3 1000. 442.3 1998. 438.2 2023. 438. 2080. 436. 2100. GR 434. 2110. 432. 2130. 432. 2160. 430. 2170. 428. 2185. GR 427. 2210. 428. 2233. 430. 2245. 432. 2260. 434. 2270. GR 434 2300 430 2316 430 2776 436 2800 460 2821 GR 460. 4430. 438. 4440. 436. 4740. 434. 4765. 432. 4780. GR 430. 4790. 428. 4800. 410. 4875. 410. 4905. 428. 4980. GR 430. 4990. 438. 4997. 439. 5042. 437.8 5235. 438. 5280. GR 436. 5286. 436. 5292. 436. 5311. 436. 5317. 438. 5345. GR 438. 5354. 438. 5386. 436. 5400. 438. 5447. 439.1 5509. GR 438. 5564. 436. 5584. 436. 5603. 435.3 5696. 435.5 5782. GR 435.2 6071. 425.9 6108. 424.5 6250. 424.5 6262. 426. 6402. GR 428. 6580. 429. 7285. 430. 7304. 435. 7322. 436. 7352. GR 442. 7373. 442.1 7513. NH 5. 0.05 4895. 0.10 4953. 0.06 5110. 0.10 5200. 0.05 NN OT 7712. 7 7500 17300 24400 32500 39900 48600 91200 X1 87530 61 4953. 5110. 600. 1035. 970. X3 0 0 0 2000 0 7620 GR 442.8 1000. 442.8 2000. 438.5 2026. 436. 2100. 434. 2120. GR 432. 2220. 430. 2233. 428. 2265. 428. 2278. 428. 2290. GR 430. 2303. 432. 2314. 432. 2345. 434. 2356. 436. 2362. GR 436.4 2418 430 2444 436.2 2618 460 2639 460 4380 GR 460. 4760. 440. 4770. 438.4 4810. 438.4 4895. 440. 4914. GR 440. 4953. 430. 4963. 428. 4971. 410. 5050. 410. 5078. GR 414. 5085. 416. 5089. 418. 5093. 420. 5096. 422. 5102. GR 424. 5105. 426. 5110. 428. 5158. 430. 5200. 432. 5240. GR 434. 5265. 436. 5286. 438. 5290. 438. 5300. 438. 5390. GR 437.2 5540. 444.3 5562. 444.3 6163. 444.3 6203. 444.3 6223. GR 444.3 6625. 444. 6628. 436. 6652. 435.3 6785. 435.2 7070. GR 434. 7185. 434. 7205. 434.2 7380. 435.5 7590. 442. 7620. GR 442.8 7712. PAGE 17 NH 5 .05 1365 .05 3840 .06 4030 .05 4250 .05 NH X1 6881 878 00 40. 3840.0 4030.0 250.00 200.00 270.00 .00 .00 X3 0 0 0 0 0 6480 GR 449.5 1080 438 1090 438 1100 436 1130 434 1150 GR 432 1220 430 1250 428 1270 428 1290 430 1305 GR 432 1325 434 1365 436 1525 460 1530 460 3800 GR 440.00 3805.0 440.00 3830.0 430.00 3840.0 410.00 3900.0 410.00 3928.0 GR 416.00 3980.0 430.00 4030.0 434.00 4050.0 436.00 4100.0 438.00 4170.0 GR 440.00 4190.0 440.30 4250.0 460.00 4255.0 460.00 5675.0 437.00 5680.0 GR 437.00 6100.0 435.5 6101.0 436.00 6165.0 432.00 6200.0 432.00 6210.0 GR 436.00 6220.0 436.00 6340.0 437.00 6341.0 437.00 6880.0 450.00 6681.0 NC .08 .08 .07 .60 .80 X1 87869 71 2295 4865 69 69 69 X3 0 0 0 1835 0 7470 GR 450 1500 450 1834.9 447.95 1835 443.65 1870 438 1884.1 GR 435 1927 434.08 1948.7 433.97 1951.2 430.70 2028.7 430.59 2031.2 GR 430.1 2043 429 2067 428.3 2069 427.9 2070 428.3 2071 GR 429.8 2074 430.4 2093 431.48 2108.7 431.65 2111.2 435 2160 GR 435.4 2169.4 443.65 2190.0 448.15 2214.9 450.00 2215 450.00 2294.9 GR 450 2295 450 4524.9 448.15 4525 443.65 4550 417 4620 GR 417 4624 416.99 4628.5 416.98 4631.5 416.9 4677 411.3 4681 GR 410 4683 410 4690 410 4724 415.4 4733 422.71 4748.5 GR 423.9 4751 423.95 4751.5 424.6 4758 428.4 4770 431.5 4785 GR 434 4802.5 443.65 4830 447.95 4864.9 450 4865 450 6389.9 GR 444.4 6390 443.65 6755 435 6776.6 434.68 6833.7 434.66 6836.2 GR 434.23 6913.7 434.22 6915 434.22 6916.2 434 6956 433.3 6958 GR 431.9 6960 431.9 6980 433.2 6982 434 6984 434.14 6993.7 GR 434.17 6996.2 435 7053.3 443.65 7075 442.5 7469.9 450 7470 GR 450 7500 BELT LINE ROAD X1 87870 0 0 0 1 1 1 X3 0 0 0 1835 0 7470 BT 63 1500 450 450 1834.9 450 450 1835 447.95 447.95 BT 1870 448.65 443.65 1870 448.65 443.65 1948.7 449.32 444.32 1948.7 BT 449.32 434.08 1951.2 449.34 433.97 1951.2 449.34 444.34 2028.7 450.00 BT 445.00 2028.7 450.00 430.70 2031.2 450.00 430.59 2031.2 450.00 445.00 BT 2070 449.67 444.67 2108.7 449.34 444.34 2108.7 449.34 431.48 2111.2 BT 449.32 431.65 2111.2 449.32 444.32 2190.0 448.65 443.65 2214.9 448.15 BT 448.15 2215.0 450.00 450.00 2294.9 450.00 450.00 2295 450.00 450.00 BT 2295.0 450.00 450.00 2295 450 450 4524.9 450 450 4525 BT 450 450 4525 448.15 448.15 4550 448.65 443.65 4628.5 449.40 BT 444.40 4628.5 449.40 416.99 4631.5 449.43 416.98 4631.5 449.43 444.43 BT 4690 450 445 4748.5 449.43 444.43 4748.5 449.43 422.71 4751 BT 449.41 423.9 4751.5 449.40 423.95 4751.5 449.40 444.40 4830 448.65 BT 443.65 4864.9 447.95 447.95 4865 450 450 6389.9 450 450 BT 6390 444.4 444.4 6755 448.65 443.65 6833.7 449.31 444.31 6833.7 BT 449.31 434.68 6836.2 449.33 434.66 6836.2 449.33 444.33 6913.7 449.98 BT 444.98 6913.7 449.98 434.23 6915 450 434.22 6916.2 449.98 434.22 BT 6916.2 449.98 444.98 6993.7 449.33 444.33 6993.7 449.33 434.14 6996.2 BT 449.31 434.17 6996.2 449.31 444.31 7075 448.65 443.65 7075 448.65 BT 443.65 7469.9 442.5 442.5 7470 450 450 7500 450 450 xi 87960 0 0 0 90 90 90 X2 0 0 0 0 0 0 1 X3 0 0 0 1835 0 7470 X1 87961 0 0 0 1 1 1 X3 0 0 0 1835 0 7470 NC .3 .5 X1 88000 40 3740 4035 39 39 39 X3 1000. 6500. X4 3. 440. 1125. 434.5 1126. 440. 1415. GR 449.50 1000.0 449.50 1075.0 435.80 1076.0 434.00 1200.0 430.00 1250.0 GR 430.00 1300.0 434.00 1370.0 436.00 1400.0 440.00 1470.0 449.50 1476.0 GR 449.50 3725.0 442.00 3730.0 442.00 3740.0 440.00 3760.0 438.00 3800.0 GR 430.00 3840.0 410.00 3900.0 410.00 3950.0 430.00 4000.0 434.00 4010.0 GR 438.00 4035.0 438.00 4045.0 449.50 4050.0 450.00 5610.0 440.00 5615.0 GR 440.00 6130.0 434.00 6140.0 434.00 6190.0 433.00 6200.0 433.00 6250.0 GR 433.50 6310.0 440.00 6311.0 440.00 6630.0 450.00 6635.0 450.00 8350.0 GR 437.50 8355.0 438.00 9000.0 439.00 9280.0 450.00 9285.0 450.00 10265.0 PAGE 18 STLSY RAILROAD X1 88030 58 8580 8840 30 30 30 X3 11480. BT 8 5900 449.5 446.5 6300 449.5 446.5 8580 449.5 446.5 BT 8840 449.5 446.5 10460 450 447 11480 450 447 13190 BT 450 447 14100 450 447 GR 449.5 5900 446.5 5900.1 438 5930 436 5940 436 5970 GR 434 5980 432 6020 430 6090 430 6150 432 6200 GR 434 6220 436 6250 438 6270 440 6280 446.5 6300 GR 449.5 6300 449.5 8580 446.5 8580 430 8590 410 8650 GR 410 8700 430 8760 434 8770 438 8800 446.5 8840 GR 449.5 8840 450 10460 447 10460 440 10470 440 10840 GR 439.9 10840 436 10841 436.7 10950 435 11020 432 11030 GR 434 11080 436 11100 439.9 11101 440 11101 440 11445 GR 447 11480 450 11480 450 13190 447 13190 440 13220 GR 438 13310 438 13460 440 13465 442 13490 442 13610 GR 440 13670 439.5 13700 440 13730 440 13970 439.2 14020 GR 440 14070 447 14100 450 14100 xi 88050 20 20 20 X2 1 X3 11480. NC .15 .12 .07 x1 88150 48. 3830.0 4190.0 100.00 100.00 100.00 .00 .00 X3 1100. 6895. GR 445.00 1000.0 438.00 1020.0 438.00 1100.0 436.00 1130.0 434.00 1150.0 GR 432.00 1220.0 430.00 1250.0 428.00 1270.0 428.00 1290.0 430.00 1305.0 GR 432.00 1325.0 434.00 1365.0 436.00 1450.0 436.60 1690.0 449.50 1695.0 GR 449.50 3655.0 440.00 3660.0 440.00 3830.0 430.00 3840.0 410.00 3900.0 GR 410.00 3928.0 416.00 3980.0 430.00 4030.0 434.00 4050.0 436.00 4100.0 GR 438.00 4170.0 440.00 4190.0 440.30 4250.0 440.20 4315.0 449.60 4320.0 GR 449.90 5515.0 440.00 5520.0 440.00 6000.0 435.00 6001.0 436.00 6165.0 GR 432.00 6200.0 432.00 6210.0 436.00 6220.0 436.00 6400.0 440.00 6401.0 GR 440.00 6890.0 450.00 6895.0 450.00 8295.0 438.00 8300.0 438.00 8475.0 GR 440.00 9500.0 450.00 9505.0 450.00 10800.0 NC .08 .06 .075 x1 89050 46. 4970. 5265. 980. 550. 900. GR 450.0 1000 440. 1005 440. 1400 432. 1900 434. 2260 GR 436. 2270 438. 2495 438.2 2750 438. 3005 437.8 3200 GR 438. 3400 440. 3670 440. 3765 438. 3772 436. 3780 GR 434. 3830 432. 3870 432. 3935 434. 3985 436. 4125 GR 438. 4505 438.3 4700 438. 4860 436. 4885 434. 4970 GR 432. 4995 430. 5050 428. 5070 426. 5080 420. 5095 GR 410. 5100 410. 5180 420. 5185 424. 5195 426. 5230 GR 430. 5250 438. 5265 438.8 5325 450. 5330 450. 5775 GR 438.1 5780 438. 6155 437. 6500 438. 6805 438. 7025 GR 445 7130 NC .08 .06 .075 .1 .3 X1 90000 39 9412 9733 700 930 950 X3 0 0 0 3800 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 GR 440 2670 434 3300 434 3575 440 4360 446.7 5330 GR 438 5835 470 6350 470.0 6780 470.0 6950 470.0 7480 GR 470 8000 440.2 8630 448 9147 439 9342 438 9412 GR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 GR 409.6 9591 409.6 9645 415.9 9647 427.4 9670 429.2 9689 GR 430.4 9715 430.4 9715 440.5 9733 440 9760 441.2 9810 GR 440 9840 438 10004 438 10690 445 10765 X1 90880 42 7725 7990 500 780 880 X3 0 0 0 1700 GR 438 1000 438 1920 440 2230 440 2640 436.9 2870 GR 440.5 3500 436.5 3692 470.0 4080 470.0 4440 470.0 4510 GR 470.0 4860 470.0 5450 457 5530 444 5860 437 6165 GR 437.5 6835 439.5 7315 440 7510 440 7585 439 7600 GR 438 7635 437 7725 435 7760 434.5 7783 432.9 7833 GR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 GR 431.8 7970 441.3 7990 440.7 8046 440.7 8050 441.8 8099 GR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 8550 GR 438 8600 445 8620 PAGE 19 X1 92090 43 9000 9320 964 1234 1210 X3 0 452.80 0 1000 0 452.40 1700 1100. 444.3 1300 444.20 1400 442.4 1600 GR GR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 439.8 4100 GR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 6080 440.5 470.0 5300 6930 GR 440.20 5500 470.0 5600 470 6000 8250 470.0 446.5 8400 444 8600 GR 441.60 6950 8700 440. 441.2 6965 8800 440 442.8 8940 445.2 8970 443 9000 GR GR 446.90 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 9634 GR 430 9300 442.5 9320 440.9 9444 444.9 9594 429.8 GR 429.8 9864 439.1 9900 445 9940 X7 92300 40 7703 7969 210 210 210 X4 1 438 438 300 1000 438 1580 438.6 2280 441.1 2710 438 3080 GR GR 442.3 3820 470 4200 470.0 4800 470 5080 470.0 5600 GR 437.8 6070 438.2 6660 438 7550 439.7 7678 7780 440.7 427.2 7656 7804 GR 437.3 7703 433.8 7718 431.8 7757 7862 427.6 417.1 7863 421.6 7870 GR 417.8 7820 415.1 7821 7890 415.1 431.1 7928 434.9 7938 435.1 7951 GR 423.3 439 7875 7969 430.1 440.7 8000 440 8158 440 8159 440 8210 GR GR 429.9 8250 429.9 8480 440 8520 440 8550 445 8600 NC X1 .07 93620 .06 41 .06 8200 8380 2570 1420 1320. 441 1530 GR 445 1000 445 1080 446 1180 446 439 1240 3010 438.5 3300. GR 440 2300 439.5 2700 440.5 449.5 2900 4200 470.0 4300- 470.0 5750. GR 443 3720 446.5 3810 444 6280 442 6470 444 6660. GR 442.5 5760 7100 445 443 5970 7320 439.5 7580 437.5 7610 431 7630. GR GR 444 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 439 8200 8400. GR 418 8230. 420 8260 414.5 8280 437.5 443.5 8380. 10000 442 10140. GR 439 8450. 443.5 8590 444.5 9620 GR 445 10220 NC X1 .07 93670 .1 42 .06 8200 8470. 50 50 50. 1240 447 1530. GR 445 1000 445 1080 446 440.5 1180 2900 446 439 3010 438.5 3300. GR 440 2300 3720 439.5 446.5 2700 3810 449.5 4200 470.0 4300 470.0 5750. GR GR 443 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 9620 437.2 443.5 8391. 10000. GR 437.5 8420 439 8470 443.5 8620 444.5 GR 442 10140 445 10220 NC .3 .5 X1 SANDY 93730 LAKE ROAD 40. 8490 8800 60 60 60. BY 2 8490 443.5 439.6 8800 448.5 444.6 2020 442 2480 GR 450 1000 447 1420 447 1620 4420 443 451 4820 447 5220. GR 441.5 3620 442 443.5 3820 5820 450 443.5 6120 445 6380 442 6890 GR GR 447 445 5420 7290 443.5 7860 441 7920 439.5 8010 437.5 8030 GR 431 8050 436.5 8090 441.5 8110 444 8120 443.5 418 8170 8650 GR 443 8370 443.5 8490 439.6 8490 436 8640 446 8870 GR 420 8670 414.5 8700 444.6 8800 9610 448.5 445.5 8800 10320 445 10420 GR 446.5 9110 445.5 9310 446 x1 93760 30 30 30 1 X2 NC x1 .07 93810 .07 49 .06 8200 8450 50 50 50 GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230 420 8260 414.5 8280 437.5 8380 439 8400 GR 439 8450 443.5 8590 444.5 9620 443.5 10000 442 10140 GR 443 10540 444 10650 444 10800 445 10930 PAGE 20 NC .07 .09 .06 .1 .3 X1 97570 56 5490 5680 2100 1700 3760 X3 10700 470 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5680 440 5920 442 6000 442 6680 GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 7500 442 8000 442 8150 GR 440 8160 440 8175 433.2 8200 433.2 8265 440 8270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 GR 450 12170 X1 98450 49 14035 14215 800 700 880 X3 19600 470 X4 GR 1 451 441.5 9600 9790 444 9630 441.5 11190 439.7 11200 439.7 11830 GR 442 11840 440.5 12500 441.2 12925 442.5 13080 443 13180 GR 443 13700 444.5 13880 444.9 14000 445.7 14035 426.9 14090 GR 426 14180 443 14215 442.9 14290 444.5 14390 442.9 15415 GR 443.4 15500 442.1 15600 444.5 15685 443 16640 442.5 16700 GR 442.5 16800 441.4 17000 440.2 17115 439.8 17500 440 17600 GR 441.6 17800 442 18200 443.6 18800 443.5 18900 446.5 19000 GR 446.5 19100 447.5 19185 447.3 19235 428.3 19265 428.5 19305 GR 446 19325 447.5 19800 446 20400 446.9 20900 446.5 21000 GR 448 21100 455 21200 457.5 21300 459.2 21420 X1 99280 49 4035 4215 750 750 830 X3 9600 470 X4 GR 1 451 441.5 500 690 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 428.9 4090 GR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 X1 100040 49 4035 4215 760 760 760 X3 9900 470 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 07 7 9700 21800 29100 37200 44700 52800 97500 X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. GR 444.8 1630. 444.9 1638. 446.0 1646. 445.7 2153. 445.8 2245. GR 446.6 2479. 447.5 2599. 447.9 2675. 448.0 2746. 445.2 2846. GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449.2 3306. GR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3605. GR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880. 446.4 4962. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. GR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444.0 5891. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. GR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. GR 444.2 7408. 444.8 7823. 445.2 7947. 444.7 7992. 444.3 8019. GR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 8564. PAGE 21 GR GR GR GR GR GR QT xi X3 GR GR GR GR GR GR GR GR GR GR GR NC xi X3 GR GR GR GR GR GR GR GR NC xi BT GR GR GR GR GR GR GR GR GR X1 X2 X1 BT GR GR GR GR GR GR GR GR GR GR GR GR GR GR X1 X2 x1 BT 447.4 447.8 447.8 444.9 447.5 1 457.1 1 7 106080 0 460 447.5 432.5 450 449 445 446 445 446 433 446.5 0.070 110580 0 449 451.5 447.5 446 441 445 444.5 448.5 0.075 110720 2 449.3 447.5 447.7 449.8 446.6 433.2 457.7 445.6 433.7 110750 IH 35E 110790 2 457 446.7 454.4 445.4 442.2 454.5 447.8 435 446.7 454 445.6 457 437.2 448 ii6lit( 110930 2 8770. 8964. 9315. 9460. 0034. 0540. 7500 52 0 1000 2290 2740 2900 4150 4680 5450 7210 8380 8550 9050 0.070 40 0 3800 5170 7220 7750 9110 9300 10480 11170 0.075 45 7237 2318 3600 5114 6157 7311 7474 7635 9804 9945 30 30 67 9050 9448 40 40 9050 458.5 455.4 9448 458.5 4000 457 5130 454.4 5150 5225 447.6 5244 447.6 5264 5305 457 5325 458 7180 7250 445.2 7300 445 7350 7422 441.6 7427 442 7433 7516 458 7536 458 8600 9069 446.6 9100 445.4 9124 9198 426.4 9250 433.2 9287 9400 448.9 9448 458.5 9448 10375 447.1 10395 446.1 10425 10525 446.7 10575 447.3 10609 11450 448 11480 443.1 11500 11585 438.7 11598 441.7 11608 11750 457 11770 449 8470 120 120 39 7204 7430 20 20 7204 456.5 454 7430 458.2 447.4 8819. 437.9 8848. 438.1 8887. 446.9 8906. 447.8 9089. 445.0 9182. 446.4 9223. 447.1 9285. 439.8 9326. 433.2 9367. 439.7 9398. 440.9 9439. 447.6 9490. 447.4 9548. 447.3 9655. 446.6 9912. 448.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. 15500 2630. 0 453.5 447.5 430 453 445.5 444 447 446.5 447.5 435.5 455 0.060 9030 0 449.5 448 441.5 447.5 443 448 444.5 448 0.060 7237 458 449.8 442.9 446.6 449.9 442.3 439.2 451.7 443.1 441.7 20900 26700 31700 37400 69000 5285 7200 2850. 1850.0 1775.0 3020.0 7410 7450 446 0 0 8300 9050 9150 440.9 9188 1160 450 1440 451 1870 453 2220 2360 453.5 2440 453.5 2630 439.5 2730 2760 444 2800 452 2850 453.5 2890 2970 451 3160 450 3820 445 3950 4570 444 4620 441.5 4630 441.5 4670 4810 441 4820 441 4830 444 4840 6070 446.5 6610 446.5 7020 447 7140 7360 446.5 7740 448.5 8250 443 8340 8440 449 8470 433 8480 420 8520 8590 443.5 8610 449 8640 448.5 8800 9660 9340 1700 4300 4500 4600 3850 448.5 4230 450.5 4520 449.5 4710 5300 448 5940 449 6300 446.5 7000 7260 447 7330 448.5 7560 446.5 7570 8100 446.5 8680 449.5 9030 447 9080 9150 429 9180 424 9220 437.5 9250 9340 448.5 9550 447 9800 446.5 10470 10630 447.5 10650 447.5 10800 445.5 10870 11480 442 11500 441.5 11900 449 11930 .3 .5 7635 140 140 140 455.5 7635 457.7 455.2 2796 447 3171 442.4 3562 445.5 3591 3643 449.5 4000 450.2 4304 449 4785 5361 446.3 5552 444.5 5624 445.9 5700 6642 458 7237 455.5 7237 447.8 7256 7337 440.9 7375 435 7385 426.4 7437 7487 443.8 7535 446.7 7587 448.9 7635 8075 450.9 8531 449.3 8922 450.8 9217 9827 442.7 9895 437.8 9915 437.2 9932 9955 442.2 10000 444.9 10067 450 10080 30 1 40 455.4 448.3 446.4 454.7 444.4 444.5 458.5 442.3 439.2 457 445.6 454.5 442.7 442.2 120 1 20 455.7 5165 446.9 5200 5278 446.7 5285 7200 445.8 7225 7400 444.8 7410 7450 446 7495 9050 455.4 9050 9150 440.9 9188 9300 443.8 9350 9900 458 10345 10475 444.9 10500 10619 458 10639 11548 437.8 11568 11653 444.9 11720 PAGE 22 GR GR GR GR GR GR GR GR x1 GR GR GR GR GR GR GR GR NC x1 GR GR GR GR GR GR GR GR GR X1 BT GR GR GR GR GR GR GR GR xi X2 NC x1 X3 X4 GR GR GR GR GR GR GR GR GR NC OT X1 X3 GR GR GR GR GR GR NH xt X3 449.6 2451 451 2850 451.4 3149 448.4 3392 447.9 3608 449.8 4001 450.5 4400 449.9 4702 449.5 4949 448 5541 446.7 5631 447.8 5705 449.2 6095 449.5 6448 456.5 7204 445.4 7204 442.3 7230 440.9 7268 435 7278 426.4 7330 433.2 7367 439.2 7380 443.8 7430 458.2 7430 458.1 7605 457.4 7614 450.6 8138 449.4 8695 448.7 8750 449.5 8811 449 8827 450.5 9214 446.2 9730 444.9 9789 442.5 9922 442.3 10061 449.4 10459 451 10807 452.1 11204 110980 40 9030 9340 50 50 50 449 3250 449.5 3850 448.5 4230 450.5 4520 449.5 4710 451.5 5170 448 5300 448 5940 449 6300 446.5 7000 447.5 7220 441.5 7260 447 7330 448.5 7560 446.5 7570 446 7750 447.5 8100 446.5 8680 449.5 9030 447 9080 441 9110 443 9150 429 9180 424 9220 437.5 9250 445 9300 448 9340 448.5 9550 447 9800 446.5 10470 444.5 10480 444.5 10630 447.5 10650 447.5 10800 445.5 10870 448.5 11170 448 11480 442 11500 441.5 11900 449 11930 0.080 0.085 0.060 .1 .3 113000 45 8530 8700 1250 1600 2020 451 4400 451 4410 446 4480 452 4560 450 4690 451 5000 451 5220 449 5410 444 5470 447 5480 450 5720 448 6000 449 6260 449 6400 447.5 6650 449 6760 445 7340 446.5 7630 445.5 7890 438.5 7900 439 7960 447 7990 447.5 8020 446 8200 450 8300 446 8350 445 8400 446 8530 428.5 8570 421.5 8620 421 8670 449 8700 449.5 8850 447.5 9020 448.5 9600 448 9760 448.5 9800 444.5 9810 444.5 9860 448 9870 448.5 11000 444.5 11030 445 11060 448.5 11080 450.5 11600 MKT RAILROAD 113090 39 8380 8700 90 90 90 2 8380 455.5 452.8 8700 456 452.4 451.5 4400 452 4430 452.5 4450 446.5 4460 446 4480 452.5 4510 452 5020 452 5430 446 5440 444 5470 446.5 5480 452 5490 452 6930 451 7430 452.5 7880 438.5 7890 439 7960 453 7990 455.5 8380 452.8 8380 446 8420 445.5 8540 428.5 8570 421.5 8620 421 8670 452.4 8700 456 8700 453 9210 452.5 9790 444.5 9810 444.5 9860 452.5 9870 451.5 10620 452.5 10820 452.5 11020 444.5 11030 444 11060 452.5 11070 452.5 11600 113110 0 0 0 20 20 20 1 .07 .065 .06 113180 45 8530 8700 70 70 70 0 0 0 0 0 11000 1 450 4400 450 2800 451 4410 446 4480 452 4560 450 4690 451.5 5000 451.5 5220 449 5410 444 5470 447 5480 450 5720 448 6000 449 6260 449 6400 447.5 6650 449 6760 445 7340 446.5 7630 445.5 7890 438.5 7900 439 7960 447 7990 447.5 6020 446 8200 450 8300 446 8350 445 8400 446 8530 428.5 8570 421.5 8620 421 8670 449 8700 449.5 8850 447.5 9020 448.5 9600 448 9760 448.5 9800 444.5 9810 444.5 9860 448 9870 448.5 11000 444.5 11030 445 11060 448.5 11080 450.5 11600 0.085 0.085 0.060 7 5800 11000 14400 18000 21100 24300 62000 118580 27 4660 5000 4430 1500 5400 0 0 0 2800 455.4 2020 450.5 2040 449 2050 449.6 2400 448.2 2950 448.7 3000 447.7 3650 449.4 4250 449.4 4500 449 4550 450.1 4660 434.5 4690 426.5 4730 434 4790 439.3 4800 446.6 4900 445.7 4975 448.5 5000 448.5 5600 448.2 5665 444.9 6050 449.7 6450 450.3 6950 449.4 7050 449.2 7500 450.3 7850 450.7 8500 4. 0.035 7676. 0.085 7780. 0.060 8025. 0.085 11420. 119960 27 7780 8025 1800 800 1380 7451 11420 PAGE 23 GR 449.3 7451 449.3 7461 449.3 7471 438.3 7515 438.3 7627 GR 450.6 7676 450.5 7750 450 7780 427.7 7850 433.5 7885 GR 443.4 7915 446 7940 444.6 7970 449.7 8025 446.2 8550 GR 445.5 8600 445.3 8640 448.4 8750 448.5 8900 444.9 9285 GR 449.7 9685 450.3 10185 449.4 10285 449.2 10735 450.3 11085 GR 450.7 11350 450.5 11420 NH 4. 0.035 6212. 0.085 7780. 0.060 7951. 0.085 8720. X1 123260 25 7780 7951 2100 2500 3300 X3 5990 8720 GR 450.4 5990. 450.4 6010. 439.4 6054. 439.4 6166. 450.8 6212. GR 450.8 6300. 450.8 6400. 450.8 6410. 451. 6810. 451. 7080. GR 451. 7180. 450.4 7700. 450. 7780. 449. 7800. 448. 7810. GR 445. 7835. 440. 7850. 427.3 7901. 440. 7941. 450. 7951. GR 451. 8110. 450. 8670. 449.6 8690. 450. 8705. 451.3 8720. NH 4. 0.035 8055. 0.085 8170. 0.060 8360. 0.080 11050. OT 7 4400 6300 6500 8100 9500 21000 62000 X1 125570 33 8170 8360 1100 1730 2310 X3 7831 11050 GR 450.9 7831 450.9 7841 450.9 7846 450.9 7851 439.9 7895 GR 439.9 8007 452 8055 452.5 8170 443 8180 428 8220 GR 426.5 8260 445.5 8290 445.5 8310 451.5 8360 451.5 8460 GR 448.5 8490 451 8530 449.5 8570 451.5 8680 452 8840 GR 451 8930 452.5 9030 450 9400 449.5 9760 450 10900 GR 450 10915 448 10935 447 10950 444 10960 444 10980 GR 447 10990 449 11020 450 11050 NH 4. 0.035 6896. 0.085 6965. 0.060 7150. 0.080 7380. OT 7 4400 5600 5700 6200 6500 11500 27000 START OF SPLIT FLOW AROUND LANDFILL X1 126550 16 6965 7150 1050 750 980 X3 6672 7380 X5 7 450.0 451.9 452.7 453.5 454.1 454.7 458.4 GR 451.3 6672. 451.3 6692. 440.3 6736. 440.3 6848. 452.2 6896. GR 452. 6910. 452. 6950. 450. 6965. 440. 7020. 428. 7052. GR 426.5 7092. 440. 7105. 450. 7140. 452. 7150. 453. 7300. GR 452 7380 NH 4. 0.035 4415. 0.085 4575. 0.060 4750. 0.080 5300. X1 130500 15 4575 4750 3350 1540 3950 X3 4209 4900 GR 452.6 4209. 452.6 4229. 441.6 4273. 441.6 4385. 454. 4415. GR 454. 4550. 450. 4575. 440. 4600. 428.5 4645. 440. 4690. GR 446. 4720. 448. 4740. 450. 4750. 470. 4810. 480. 5300. NC 0.085 0.080 0.060 X1 131930 15 1260 1500 1700 1100 1430 X3 0 0 0 560 0 1560 GR 460 150 470 570 470 980 462.4 1000 460.7 1100 GR 454.1 1260 434.4 1320 429.5 1330 430.4 1370 444.2 1400 GR 450.3 1430 453.8 1500 470 1600 480 2000 490 2800 NC 0.010 0.010 0.070 X1 133780 25 1580 1765 2250 1000 1850 X3 0 0 0 0 0 1900 GR 488 1000 480 1020 470 1070 460 1120 458 1130 GR 454 1165 452.7 1240 452 1315 454 1370 455.2 1440 GR 454 1490 452 1580 450 1590 440 1620 438 1640 GR 428.5 1660 428.5 1670 438 1690 440 1710 450 1750 GR 454 1765 456 1820 455 1920 455.9 1923 475 2019 X1 135450 19 1615 1840 1330 1750 1670 X3 0 0 0 0 0 1900 GR 475 904 455 1000 455.6 1095 456 1175 457.6 1200 GR 456 1230 454.7 1295 456 1385 457.6 1530 456 1615 GR 450 1635 438 1705 427.6 1735 427.6 1745 438 1775 GR 450 1600 454 1840 455.5 1935 475 2032 X1 137040 19 1162 1378 1660 1550 1590 X3 0 0 0 0 0 1500 PAGE 24 GR GR GR GR X1 X3 GR GR GR GR NH x1 X3 GR GR GR GR GR GR NC x1 GR GR GR GR GR GR GR GR GR NH QT xi X3 GR GR GR GR GR GR GR GR NH NH X1 X3 GR GR GR GR GR GR GR GR NH OT x1 X3 GR GR GR GR GR GR GR GR 475 910 457 1000 456 1099 450 1123 488 1139 450 1151 450.5 1162 450 1176 440 1195 438 1206 426.7 1220 426.7 1230 438 1251 440 1271 450 1311 456 1378 458 1421 458.1 1469 475 1553 138180 16 6800 7124 680 1240 1140 0 0 0 0 0 7124 475 5825 456.9 5835 456.9 5925 456.9 6185 454.9 6750 454.4 6800 448.6 6875 434.6 6906 429.1 6916 426.1 6933 429.6 6951 434.6 6961 440 7000 447.2 7050 457.4 7124 480 7200 4 0.10 1760 0.070 1980 0.010 2100 0.060 6035 138970 28 1760 1980 430 700 790 0 0 0 0 0 4300 475 900 457.2 990 457.2 1000 456.7 1280 458 1430 458.5 1590 458 1760 450 1795 440 1815 438 1820 426.5 1853 438 1885 440 1890 450 1915 458 1980 458 2100 458 2630 457 3060 456 3530 455 3760 455 4510 454 5160 453.5 5320 454 5420 454 5910 455 5970 456 6000 456 6035 0.110 0.090 0.060 END OF SPLIT FLOW 141800 44 2740 2950 1560 1620 2830 475 906 458.2 990 458.2 1000 458 1125 450 1168 448 1173 450 1189 458 1200 458.2 1249 458 1300 456 1353 455.9 1483 456 1780 457 1875 457.6 2060 458 2135 458.7 2433 458 2658 458.2 2715 458 2740 450 2787 440 2811 439 2817 427.5 2840 427.5 2850 439 2872 440 2880 450 2916 458 2950 459 3100 458 3220 457 3490 456 3760 456 4070 455 4120 454 4590 454 4900 453.5 5240 454 5570 454 5800 453.4 6430 453 6850 455 6890 455 7000 4 0.110 4875 0.060 5065 0.110 5100 0.145 9050 7 4400 6400 8100 10100 11800 21000 62000 143800 37 4875 5065 1420 1060 2000 0 0 0 0 0 8300 475 3595 457.5 3680 457.5 3690 458 4480 459.5 4680 458 4805 458 4875 456 4905 450 4925 440 4950 435.2 4958 428.2 4982 430.3 4997 440 5005 450 5030 460 5065 461 5100 460 5270 459 5440 458 5680 457 5900 456 6200 455 6660 454 7010 454 7190 455 7240 454 7320 454 7450 455 7820 455.6 8050 455 8460 455 8510 456 8700 457 8840 460 8910 465 8960 470 9050 5 0.110 2595 0.060 2770 0.110 2800 0.080 3400 0.080 5490 144570 39 2595 2770 670 1340 770 0 0 0 0 0 5000 475 899 456.8 990 456.8 1000 456.7 1275 457.3 1600 457.1 2030 458 2310 459.1 2428 458 2502 458.2 2555 458 2595 450 2625 440 2637 439 2648 428.8 2677 428.8 2687 439 2715 440 2725 450 2744 460 2770 461 2800 460 2900 459 3050 458 3290 457 3400 456 3870 456 4150 455.6 4370 456 4520 456 4860 455 4870 453.5 4910 455 4940 456 4960 456 5000 457 5160 460 5310 465 5440 467 5490 4 0.110 2656 0.065 2835 0.080 3970 0.080 6110 7 3500 6400 8100 10100 11800 13500 22600 145560 49 2656 2835 540 1350 990 0 0 0 0 0 4300 475 905 458 990 458 1000 458.1 1040 458 1090 457.5 1410 458 1625 458.8 1780 458.5 2221 460 2432 461.4 2535 460 2656 450 2701 440 2715 439 2721 429.5 2753 429.5 2763 439 2795 440 2800 450 2815 458 2835 460 2870 461.4 3040 461 3090 460 3210 460 3211 460 3212 460 3213 459 3280 458 3400 457 3570 456 3600 456 3635 457 3665 458 3725 459 31140 459 3920 458 3970 457 4440 456.6 4580 GR 457 4715 GR 465 5530 NC 0.110 0.110 X1 146250 43 X3 0 0 GR 480 2549 GR 457.3 3710 GR 458 4570 GR 439 4652 GR 450 4740 GR 461 4940 GR 458 5290 GR 459 6210 GR 465 6740 X1 147440 20 X3 0 0 GR 470 1000 GR 461.1 5200 GR 439.6 5500 GR 461.2 5700 X1 147550 0 X3 0 0 SH 121 X1 147600 31 X3 0 0 BT 2 6031 GR 470.1 5800 GR 465.3 6040 GR 461.8 6081 GR 438.2 6135 GR 466.1 6205 GR 457.9 6257 GR 470.2 6500 X1 147640 X2 X3 0 0 NC .065 .085 X1 147690 21 X3 GR 466 1000 GR 452 1295 GR 462 1520 GR 456 2055 GR 464 2540 XI 148900 16 X3 GR 470 1000 GR 461 2200 GR 430 2550 GR 469 3505 NC .065 .065 OT 7 2000 X1 151600 25 X3 GR 470 1000 GR 462 1840 GR 452 1880 GR 462 2030 GR 462 2270 X1 153290 14 GR 468.0 5500 GR 459.2 5771 GR 439.2 5925 458 465 0.070 4610 0 458 458 460 430 456 460.5 459 463 468 5433 0 460 460.8 431.2 461.6 0 0 6031 0 470.1 470.3 462.7 455.4 429.6 438.2 459.4 0 .055 1270 464 430 460 458 Q1 464 460 440 .055 3500 1840 460 460 432 464 464 5600 463 462 465.3 4865 5730 4825 2900 2550 3980 4595 4680 4775 5000 5300 6320 6780 5700 5000 1700 5300 5535 5800 0 5000 6306 6031 466.2 5900 6048 6104 6168 6205 6287 6031 1520 1230 1350 1890 2080 2600 1010 2410 2580 460 466 360 0 458.8 460 460 430 458 460 460 463 468.5 1450 0 461 460.9 439.7 461 110 0 50 0 6306 470.2 461.6 438.2 428.4 457.9 465.1 40 0 50 464 430 462 460 1240 460 450 450 4990 5990 780 5600 2945 4285 4610 4690 4805 5070 5340 6520 6830 900 5800 3000 5400 5570 5900 110 5800 50 6306 470.1 6000 6079 6133 6168 6255 6298 40 6306 50 1850 1260 1380 2030 2090 1180 2950 1620 2450 2600 464 466 690 458 460.8 450 439 460 459 460 464 1190 461.3 460.8 454.7 462 110 50 466.1 470.1 466.1 466.1 438.2 466.1 466.1 40 1 PAGE 25 5180 462 5275 6110 3170 458 3430 4460 460 4550 4635 440 4650 4720 440 4725 4825 460 4900 5120 459 5280 5600 459 5940 6540 464 6590 4000 460.6 4400 5433 454.7 5469 5590 456 5600 6900 465 7400 6031 466.2 6031 6079 466.1 6081 6133 466.1 6135 6203 466.1 6203 6255 466.1 6257 6306 470.1 6306 50 5400 6400 7300 462 1270 460 1280 452 1420 460 1460 460 2040 458 2050 461 2305 462 2430 1210 458 1860 456 459 1800 460 1950 440 2470 430 2505 460 2870 465 3500 4500 5400 6400 7300 12400 2030 3060 2340 2700 2050 1010 464 1490 464 1720 1850 458 1860 456 1865 1930 452 1970 456 2005 2045 464 2140 462 2190 2400 464 2890 466 4700 5800 1300 2000 1690 5600 439.4 5679 430.3 5705 5800 465.5 5884 439.4 5900 5971 465.8 6000 471.5 6100 462 454 460 460 470 439.4 435.6 1800 1875 2020 2240 4710 5741 5912 PAGE 26 THIS RUN EXECUTED 10/16/90 8:30: 2 HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989 ERROR CORR - 01,02,03 MODIFICATION - rf**# ifff** frr**# iffirt # *if * * *fff # # #iiffr * *ff * * * *f NOTE- ASTERISK ( *) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST CONVEYANCE MODEL DISCHA SUMMARY PRINTOUT SECNO XLCH 0 3270.000 .00 24000.00 3305.000 35.00 24000.00 3335.000 30.00 24000.00 3370.000 35.00 24000.00 3750.000 380.00 24000.00 4950.000 1200.00 24000.00 4970.000 20.00 24000.00 5030.000 60.00 24000.00 5050.000 20.00 24000.00 * 6750.000 1700.00 24000.00 6790.000 40.00 24000.00 6805.000 15.00 24000.00 6850.000 45.00 24000.00 * 11160.000 4310.00 44200.00 14040.000 2880.00 44200.00 * 14075.000 35.00 44500.00 14105.000 30.00 44500.00 * 14140.000 35.00 44500.00 14530.000 390.00 44500.00 14560.000 30.00 44500.00 14680.000 120.00 44500.00 14700.000 20.00 44500.00 17360.000 2660.00 44500.00 18520.000 1160.00 44500.00 18620.000 100.00 44500.00 18670.000 50.00 44500.00 19000.000 330.00 43600.00 21000.000 2000.00 43600.00 * 22400.000 1400.00 43600.00 22470.000 70.00 43600.00 22570.000 100.00 43600.00 22680.000 110.00 43600.00 26300.000 3620.00 46100.00 29350.000 3050.00 46100.00 29400.000 50.00 46100.00 29520.000 120.00 46100.00 29560.000 40.00 46100.00 31300.000 1740.00 46100.00 34160.000 2860.00 46100.00 * 34190.000 30.00 46100.00 34230.000 40.00 46100.00 * 34260.000 30.00 46100.00 37250.000 2990.00 46100.00 * 37290.000 40.00 46100.00 37310.000 20.00 46100.00 * 37350.000 40.00 46100.00 * 42860.000 5510.00 46100.00 42930.000 70.00 46100.00 42990.000 60.00 46100.00 * 43010.000 20.00 46100.00 44000.000 990.00 46100.00 44150.000 150.00 46100.00 44250.000 100.00 46100.00 48500.000 4250.00 46100.00 * 48560.000 60.00 46100.00 48640.000 80.00 46100.00 * 48700.000 60.00 46100.00 55300.000 6600.00 45200.00 CWSEL 424.00 424.00 424.01 424.01 424.02 424.06 424.06 424.06 424.07 424.14 424.15 424.15 424.15 424.68 425.17 425.19 425.20 425.24 425.28 425.27 425.28 425.31 425.57 425.65 425.66 425.66 425.69 425.80 425.89 425.91 425.92 425.93 426.34 426.77 426.78 426.81 426.82 427.12 427.50 427.49 427.52 427.57 427.85 427.79 427.79 428.02 428.73 428.76 428.80 428.83 429.03 429.08 429.14 429.99 429.93 430.12 430.37 431.24 SSTA ENDST ELMIN 623.64 2300.00 385.70 620.45 2300.01 385.70 620.43 2300.02 385.70 623.60 2300.02 385.70 626.29 2300.38 385.00 1026.67 2473.15 383.00 1022.21 2478.40 383.00 1022.21 2478.40 383.00 1026.68 2473.13 383.00 1050.00 2266.95 385.60 1106.74 2466.96 385.60 1106.72 2466.97 385.60 1050.00 2266.98 385.60 1966.70 3519.13 391.00 1513.26 3065.95 393.30 1513.23 2861.07 393.30 1513.19 2861.50 393.30 1513.12 3066.04 393.30 1526.81 2988.64 391.70 1534.35 2996.25 390.40 1534.34 2996.26 390.40 1526.72 2988.71 391.70 1055.36 2868.93 391.90 2300.00 5715.07 392.70 2300.00 5715.07 399.70 2300.00 5715.09 392.70 2300.00 5715.14 395.70 1884.37 4883.00 388.30 2600.00 4869.00 389.10 2524.86 5023.33 388.40 2524.81 5023.38 388.40 2600.00 4866.03 389.10 3300.00 5885.02 390.00 5800.00 7634.82 388.70 6000.00 7775.21 389.20 6000.00 7775.30 389.20 5800.00 7634.90 388.70 7300.00 10500.00 388.50 6896.00 10325.65 394.70 6724.00 10238.63 395.10 6724.00 10239.53 395.10 6700.00 10326.84 394.70 8700.00 11724.89 394.20 8902.27 11743.77 395.50 8902.25 11743.78 395.50 8700.00 11725.06 394.20 9800.00 12620.91 395.30 9800.00 12610.33 395.00 9800.00 12610.81 395.00 9800.00 12621.79 395.30 9244.48 12000.00 393.40 8577.52 12000.00 411.30 8577.23 12000.00 397.60 8136.83 11613.24 394.80 8744.00 11187.00 395.20 8744.00 11187.00 395.20 8135.47 11596.11 394.80 7200.00 11331.95 397.70 PAGE 27 SECNO XLCN G CWSEL SSTA ENDST ELMIN * 57890.000 * 58650.000 59170.000 59215.000 59216.000 59314.000 59315.000 59320.000 * 59800.000 * 60500.000 61500.000 * 61880.000 62100.000 * 62350.000 62950.000 * 63750.000 63920.000 64450.000 * 64820.000 64900.000 65000.000 65300.000 65400.000 67180.000 67880.000 67980.000 68080.000 68180.000 68350.000 68600.000 69480.000 * 71280.000 * 72920.000 75620.000 77490.000 80970.000 83400.000 84750.000 * 85000.000 * 86560.000 * 87530.000 87800.000 * 87869.000 87870.000 87960.000 87961.000 88000.000 88030.000 88050.000 88150.000 * 89050.000 * 90000.000 * 90880.000 92090.000 92300.000 * 93620.000 93670.000 * 93730.000 93760.000 * 93810.000 * 97570.000 98450.000 99280.000 100040.000 * 103060.000 106080.000 * 110580.000 110720.000 110750.000 * 110790.000 110910.000 * 110930.000 2590.00 45200.00 760.00 45200.00 520.00 45200.00 45.00 45200.00 1.00 45200.00 98.00 45200.00 1.00 45200.00 5.00 45200.00 480.00 45200.00 700.00 45200.00 1000.00 45200.00 380.00 45200.00 220.00 45200.00 250.00 45200.00 600.00 45300.00 800.00 45300.00 170.00 45300.00 530.00 45300.00 370.00 45300.00 80.00 45300.00 100.00 45300.00 300.00 45300.00 100.00 45300.00 1780.00 44900.00 700.00 44900.00 100.00 44900.00 100.00 44900.00 100.00 44900.00 170.00 44900.00 250.00 44900.00 880.00 44900.00 1800.00 44900.00 1640.00 44900.00 2700.00 44900.00 1870.00 44600.00 3480.00 44600.00 2430.00 44200.00 1350.00 44200.00 250.00 44200.00 1560.00 44200.00 970.00 48600.00 270.00 48600.00 69.00 48600.00 1.00 48600.00 90.00 48600.00 1.00 48600.00 39.00 48600.00 30.00 48600.00 20.00 48600.00 100.00 48600.00 900.00 48600.00 950.00 48600.00 880.00 48600.00 1210.00 48600.00 210.00 48600.00 1320.00 48600.00 50.00 48600.00 60.00 48600.00 30.00 48600.00 50.00 48600.00 3760.00 48600.00 880.00 48600.00 830.00 48600.00 760.00 48600.00 3020.00 52800.00 3020.00 37400.00 4500.00 37400.00 140.00 37400.00 30.00 37400.00 40.00 37400.00 120.00 37400.00 20.00 37400.00 431.68 432.02 432.37 432.36 432.36 432.47 432.47 432.47 432.74 432.95 433.02 433.02 433.01 433.09 433.11 433.12 433.12 433.24 433.17 433.34 433.47 433.84 433.92 435.38 435.82 435.82 435.89 436.04 436.14 436.27 436.71 437.54 437.78 437.94 438.12 438.56 438.95 439.13 439.17 439.40 439.44 439.55 439.65 439.66 440.19 440.19 440.28 440.42 440.50 441.05 442.35 442.81 443.65 444.13 444.21 445.01 445.13 445.21 445.36 445.51 446.31 446.50 446.77 447.06 448.45 451.09 452.38 452.40 452.41 452.35 452.50 452.70 1850.00 5244.10 400.00 3200.00 5276.75 400.00 7000.00 8400.00 400.90 7000.00 8030.44 400.90 7000.00 8030.44 400.90 7000.00 8030.67 400.90 7000.00 8030.68 400.90 7007.58 8072.42 400.90 6906.65 8120.22 400.00 5750.00 7431.79 400.00 719.91 1923.76 400.00 719.90 1737.07 400.00 807.94 1830.05 400.00 1168.85 2138.85 400.00 1067.63 2222.49 400.00 985.40 2204.35 400.00 1150.62 2422.38 400.00 1060.34 2862.71 400.00 10700.00 12800.00 400.00 1207.01 3012.76 400.00 1209.28 3013.28 400.00 1208.41 3014.67 400.00 1205.27 3014.98 400.00 2050.00 4000.00 402.00 4079.86 6000.00 398.00 1567.32 2949.68 398.00 1567.12 2949.88 398.00 4078.51 5980.00 398.00 1011.56 3230.00 402.00 1011.19 3390.00 402.00 1020.72 3422.37 398.00 10000.00 13000.00 400.50 926.65 4225.94 408.00 8486.01 11621.17 408.00 7480.86 10724.36 407.50 22.84 3675.57 408.00 9916.81 13869.86 410.00 1017.34 5179.03 412.00 880.00 5179.13 412.00 2015.71 7100.00 410.00 2020.29 7608.21 410.00 1088.65 6480.00 410.00 1879.99 7064.95 410.00 1879.97 7064.98 410.00 1878.64 7066.31 410.00 1878.64 7066.32 410.00 1075.67 6500.00 410.00 5921.49 11447.10 410.00 5921.25 11447.44 410.00 1100.00 6890.52 410.00 1003.82 7090.26 410.00 3800.00 10741.64 409.60 1700.00 8616.15 414.50 1700.00 9934.05 410.60 300.00 8592.13 415.10 1000.00 10220.00 414.50 1000.00 10220.00 431.00 1798.59 10420.00 414.50 1784.29 10420.00 414.50 1000.00 10930.00 414.50 802.87 10700.00 423.00 9619.28 19484.12 426.00 584.56 9600.00 428.00 1016.92 9782.07 428.30 1148.01 10163.10 430.00 1352.60 8300.00 420.00 4600.00 11930.00 424.00 2318.00 10080.00 426.40 2318.00 10080.00 426.40 5155.03 11759.67 426.40 5154.66 11760.01 426.40 2451.00 11204.00 426.40 PAGE 28 SECNO %LCH 0 CWSEL SSTA ENDST ELMIN * 110980.000 50.00 37400.00 452.76 3250.00 11930.00 424.00 113000.000 2020.00 37400.00 452.99 4400.00 11600.00 421.00 * 113090.000 90.00 37400.00 452.90 4400.00 11600.00 421.00 113110.000 20.00 37400.00 452.96 4400.00 11600.00 421.00 * 113180.000 70.00 37400.00 453.19 2800.00 11000.00 421.00 * 118580.000 5400.00 24300.00 453.71 2800.00 8500.00 426.50 119960.000 1380.00 24300.00 453.87 7451.00 11420.00 427.70 * 123260.000 3300.00 24300.00 454.37 5990.00 8720.00 427.30 125570.000 2310.00 21000.00 454.74 7831.00 11050.00 426.50 * 126550.000 980.00 11500.00 454.70 6672.00 7380.00 426.50 130500.000 3950.00 11500.00 455.21 4209.00 4765.64 428.50 * 131930.000 1430.00 11500.00 455.60 1223.75 1511.08 429.50 * 133780.000 1850.00 11500.00 456.38 1144.20 1900.00 428.50 * 135450.000 1670.00 11500.00 456.90 990.86 1900.00 427.60 137040.000 1590.00 11500.00 457.60 996.97 1412.51 426.70 * 138180.000 1140.00 11500.00 458.19 5834.29 7124.00 426.10 * 138970.000 790.00 11500.00 458.34 984.24 4300.00 426.50 * 141800.000 2830.00 11500.00 458.79 987.06 7000.00 427.50 * 143800.000 2000.00 21000.00 459.14 3672.05 8300.00 428.20 * 144570.000 770.00 21000.00 459.95 974.25 5000.00 428.80 * 145560.000 990.00 13500.00 460.49 977.53 4300.00 429.50 146250.000 690.00 13500.00 460.87 2900.00 5800.00 430.00 147440.000 1190.00 13500.00 462.05 5000.00 5800.00 431.20 147550.000 110.00 13500.00 462.22 5000.00 5800.00 431.20 147600.000 50.00 13500.00 462.29 6059.59 6292.57 428.40 147640.000 40.00 13500.00 462.37 6057.59 6292.71 428.40 * 147690.000 50.00 13500.00 462.45 1267.73 1850.00 430.00 * 148900.000 1210.00 13500.00 462.92 1175.51 2950.00 430.00 * 151600.000 2700.00 7300.00 463.35 1006.65 2040.13 432.00 * 153290.000 1690.00 7300.00 463.69 5586.15 5968.17 430.30 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 6750.000 WARNING SECNO= 11160.000 WARNING SECNO= 14075.000 WARNING SECNO= 14140.000 WARNING SECNO= 22400.000 WARNING SECNO= 34190.000 WARNING SECNO= 34260.000 WARNING SECNO= 37290.000 WARNING SECNO= 37350.000 WARNING SECNO= 42860.000 WARNING SECNO= 43010.000 WARNING SECNO= 48560.000 WARNING SECNO= 48700.000 WARNING SECNO= 57890.000 WARNING SECNO= 58650.000 WARNING SECNO= 59800.000 WARNING SECNO= 60500.000 WARNING SECNO= 61880.000 WARNING SECNO= 62350.000 WARNING SECNO= 63750.000 WARNING SECNO= 64820.000 WARNING SECNO= 71280.000 WARNING SECNO= 72920.000 WARNING SECNO= 85000.000 WARNING SECNO= 86560.000 WARNING SECNO= 87530.000 WARNING SECNO= 87869.000 WARNING SECNO= 89050.000 WARNING SECNO= 90000.000 WARNING SECNO= 90880.000 WARNING SECNO= 93620.000 WARNING SECNO= 93730.000 WARNING SECNO= 93810.000 WARNING SECNO= 97570.000 WARNING SECNO= 103060.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 29 WARNING SECNO= 110580.000 WARNING SECNO= 110790.000 WARNING SECNO= 110930.000 WARNING SECNO= 110980.000 WARNING SECNO= 113090.000 WARNING SECNO= 113180.000 WARNING SECNO= 118580.000 WARNING SECNO= 123260.000 NOTE SECNO= 126550.000 WARNING SECNO= 126550.000 WARNING SECNO= 131930.000 WARNING SECNO= 133780.000 WARNING SECNO= 135450.000 WARNING SECNO= 138180.000 WARNING SECNO= 138970.000 WARNING SECNO= 141800.000 WARNING SECNO= 143800.000 WARNING SECNO= 144570.000 WARNING SECNO= 145560.000 WARNING SECNO= 147690.000 WARNING SECNO= 148900.000 WARNING SECNO= 151600.000 WARNING SECNO= 153290.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 WSEL BASED ON X5 CARD PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE le� * :IATER SURFACE PROFILES * DEVELOPED BY THE COE * VERSION OF SEPTEMBER 1988 + 4 ERROR: 01,02,03 * RUN DATE 10/30!90 TIME 12:18:56 ** *+*t*+ +******++*++***++.++++.*+ *** * *+*++* * +*+** X X XXXXXXX :.XXXX X X X Y X X X KXXXXXX ;XXX X X X X X X X X X X XXXXXXX XXXXX END CF BANNER * *+ *+*4 **++ *+4+4+4+4*+* *NW *4 * * * *+4 * * * *4 4 DODSON I ASSOCIATES, 1 1%. + * HYDROLOGIST AND CIVIL 9 6INEERS + 5629 FM 1960 WEST SUITE 314 * HOUSTON, TEXAS 77069 4 + (713) +40-3787 Fax (713) 440-4742 * **++ ++++++ XXXXX X X X XXXXX XXXXX X X XXXXXXX i 4 REVISED CORPS RECONN STUDY HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989 ERROR CORR - 31.02,03 MODIFICATION - +++++ ++++ + + + +++ +++ + + +++++++ '1 U.S. ARMY CORPS OF ENGINEERS - FORT WORTH DISTRICT T2 UPPER TRINITY RECON STUDY *ELM FORK TRINITY RIVER+ EXISTING CONDITIONS 73 ++ !a YEAR + +++tt DISCHARGES: 2 -YR 5-YR 10-YR 25-YR 50-YR 108-YR SPF J1 ICHECK INO NINV IDIR -STRT METRIC WINS O _1 4 0.00080 .2 NPROF IPLOT QRFtS XSECV XSECH FN ALLOT I811 -1 J3 vARIABLE CCDES FOR S'JMmARY PRINTOUT °AIGE THIS RUN tXECUTED 10/30/90 !2:18:56 WSEL FG 416.2 TWIN ITRACE 53 38 39 �3 1 NC 3.070 0.070 0.040 6.1 OT 7 6900 13400 19000 44500 IRVING BLVD. 410 XI 32270 17 1400 1642 3R 437.5 550 410 700 SR 416.7 :400.0 411.7 1435.0 OR 408.2 1610.0 412.2 1642.0 OR 424 2300 440 2356 NC .3 XI 3305 41 1400 1642 X4 1 410 708 411.3 BT 2 550 441.2 436.4 OR 437.5 550 436.4 550 OR 436.a '130.0 436.0 1135.0 OR 436.0 275.0 411.3 1275.0 OR 436.0 1420.0 436.0 1426.a OR 385.7 1510.0 395.7 1575.8 OR 436.0 1621.0 409.0 1621.0 OR 436.0 '800.0 436.0 IBM$ OR 436.0 1975.0 436.0 1989.0 OR 436.4 2350 2350 X1 33x5 41 1400 1642 X4 1 412 700 411.3 5T 2 550 441.2 436.4 3R 437.5 550 436.4 550 SR 436. 1130.0 436.0 11335.0 OR 436.0 1275.8 411.3 1275.6 gR 436.0 1420.0 436.0 1426.0 °AIGE THIS RUN tXECUTED 10/30/90 !2:18:56 WSEL FG 416.2 TWIN ITRACE 53 54 42 9.3 5600 34500 24M 44500 410 1028 411.3 1048 411.2 1330 390.7 1480.0 385.7 1510.0 395.7 1575.0 410.8 1682.0 410.3 1970.8 418.3 2180.0 .5 35 35 35 2350 441.2 436.4 410 1028 411.3 1040 411.3 1130 411.3 1135.0 411.3 1270.0 43660 1270.0 411.2 1330.8 416.7 1400.0 414.0 1426.0 413.0 1426.0 411.7 1435.0 390.7 1488.0 488.2 1610.0 409.8 1615.0 436.0 1615.0 412.2 1642.0 418.8 1682.8 410.3 1800.8 410.3 1805.0 410.3 1978.0 410.3 1975.0 410.3 1980.0 410.3 218& 0 424 2300 38 30 30 2350 441.2 436.4 410 1820 411.3 1048 411.3 1130 411.3 1135.0 411.3 1270.0 436.0 !270.0 411.2 1330.8 416.7 1400.8 414.0 !420.0 413.0 1426.0 411.7 1435.6 398.7 1480.0 10/30/90 12:18:56 PAGE _ OR 385.7 1510.0 3395.7 1575.0 468.2 1610.0 409.0 1615.0 436. 1615.0 OR 436.0 1621.0 409.0 1621.0 412.2 1642.0 410.8 1682.a 410.3 1800.0 OR 436.0 1880.0 436.0 IN5.0 410.3 1885.0 41 824 OR 436.0 1975.0 436.0 1988.0 410.3 1.80.0 410.3 2100.0 12300 OR +36.4 2350 N � 1 .3 X1 3378 17 1400 1642 788 35 410 35 1028 35 411.3 1040 411.2 1338 OR GR 437.5 416.1 55a 14ee.a 410 411.7 1435.3 398.7 1480.0 385.7 1510.0 395.7 1575.0 OR 400.2 1610.0 412.2 1642.0 418.8 1682.0 410.3 1970.0 410.3 2100.0 OR 424 2388 448 2e X1 3750 26 1415 1620 308 411 450 1158 380 410.5 1220 411 1388 OR OR 437.5 415.0 558 1390.0 411 413.0 700 1415.0 396.0 1430.0 395.5 1450.0 398.5 1460.0 OR 1475.0 385.0 1518.8 389.5 1530.0 398.2 1546.0 481.6 1558.0 OR -786.0 387.5 1570.0 388.5 1598.0 404.0 1590.0 418.0 1620.0 411.1 1728.8 GR 411.3 1770 410.5 1938 410 2100 424 2300 438 2400 OR 446 2450 XI 4958.0 13.0 1700.0 1938.0 ' 088. a 1400.0 1200.0 0.00 8.08 0.00 OR 439.0 :080.0 411.0 1058.0 411.0 1350.0 410.0 1108.0 395.0 1750.0 OR 389.0 1 383.0 1938.0 488.2 1880.0 410.0 1930.0 410.0 2100.0 OR 410.0 2:60.0 413.5 2448.0 439.0 8528.0 X I SH 3356 4970.0 38.0 1700.0 1936.0 20.0 20. ae 0. ae 0. ST 2.0 1088.0 438.8 434.5 2528.0 439.8 435.5 411.0 1340.0 434.0 1340.0 OR 439.0 1088.0 434.5 1888.0 1348.0 411.0 411.0 1058.0 1358.0 410.0 '.690.0 434.0 1690.0 OR OR 434.0 434.0 1348.0 1694.0 411.0 410.0 1694.8 418.0 1708.0 OR 383.0 1838.0 401.0 law.a 410.8 1930.0 a 0.0 1948.0 434.0 1448.8 OR 434.0 1944.0 418.0 1960.0 �. OR 410.0 �se.a 410.0 2368.1 413.5 2448.0 435.5 2520. a 439.8 0 X1 Me.0 0.0 8.0 8.6 68.8 69.0 60.8 8.06 8.00 8.88 X2 NC X1 17 5.0 868 .87 12.0 .845 1788.8 1938.8 21.8 28 8 28.8 0.08 0.60 8.88 OR 439.0 1888.0 411.0 1058.8 411.1 1358.0 418.8 1701.8 395.6 1750.0 OR 389.0 1988.0 383.8 1&31.8 40& 8 1888.0 418.0 1930.6 410.8 2368.0 OR 413.5 2440.0 439.8 2521.8 X1 6751.1 19.0 1621.1 1901.1 1811.1 1711.1 1711.1 Lee 8.0 8.88 OR 440.0 1060.0 419.5 1151.0 416. a 1131.6 416.0 1288.0 411.5 1320. a OR 411.5 1398.8 412.3 1491.0 412.3 1628.6 391.0 1696.0 386.5 1730.0 OR 385.6 1750.0 418.0 189L a 414.0 1810.0 420.0 1838.8 420.8 1876.0 OR 415.0 1948.0 416.0 2161.0 416.1 2250.0 448.0 2388.0 !0/30/90 :2:18:56 PAGE CRISP RAILROAD X1 6790 47 1620 IB30 40 40 40 BT 2 1050 449 444.7 2580 449 1050.0 444.7 416.0 1130.0 416.0 1150.0 BR 449.0 1050.0 444.5 444.0 1058.0 1155.0 444.0 416.0 1155.0 416.0 1280.0 411.5 1320.0 OR OR 444.0 411.5 1150.0 1350.0 444.0 1350.8 444.0 1355.0 411.5 1355.0 411.5 1390.0 BR 412.3 1490.0 412.3 1600.0 444.0 1680.8 444.0 1605.0 412.3 418.0 1605.0 1880.0 OR 412.3 1628.0 391.0 1690.0 386.5 1738.0 385.6 1756.0 1850.8 444.0 1855.0 OR 414.0 1810.0 420.0 1830.0 428.0 1850.0 444.0 415.0 1970.0 444.0 1970.0 OR 420.0 '.855.0 428.0 1876.0 415.0 1940.0 2060.0 416.0 2140.8 444.0 2140.6 OR 444.0 :975.0 415.0 1975.0 416.0 2250 416 2450 448 2588 OR 444 2145 416 2145 416 OR 444 2500 449 2w X1 6885 0 d 0 15 15 15 X2 XI 6850.0 19.0 628.0 1830.0 45.0 45.0 45.0 0.08 0.00 411.5 0.00 1320.0 r,R 440.0 058.0 419.5 1050.0 416.0 1130.0 416.0 1280.0 1690.0 386.5 1730.0 OR 411.5 290.0 412.3 1490.0 412.3 1620.0 3391.0 420.0 1830.0 420.0 1876.8 OR 385.6 17%0 410.0 1808.0 414.0 1810.0 OR 415.0 '340.0 416.0 2860.0 416.0 _50.0 440.0 ^_300.0 X .07 .07 900 .035 :3488 19080 26600 :4508 442 44500 X1 11160 '3. -1 2768.0 ?940.0 3850.0 4450.0 4310.0 0.00 0.00 0.00 OR 442 :930 418.4 1988 413.6 2258 408.9 2510 408 391 22700 28% OR 412 760 349.6 2795 397.8 2815 392 2834 2930 418 2940 5R 395 2863 3%.5 2BB0 488 2908 3170 4 06 414 3385 415.4 3440 9 414 2945 414 030 413 6R 420 3470 430 3575 4 40 1 , 715 X 1 14 040 17.0 2045.0 '320.0 :000. 0 2 900.0 2888.0 0.08 0.00 0. w ER 442.0 1475.0 4 28.0 1525.0 410.0 1650.0 410.0 IBM.@ 411.0 !860.0 OR 411.0 2080.0 411.5 2645.0 480.0 2070.0 393.3 212& 0 393.3 2160.0 OR 418.4 2220.0 409.0 2380.0 412.0 2654.a 416.0 2884.8 415.6 2960.0 OR 415 3051 432 3076 aT 7 7808 13888 19588 27206 35888 44588 44500 XI PROCTOR ROAD 14075 31.0 2847.0 2214.6 35.0 35.0 35.0 0.80 0 80 8.88 X3 0 0 0 a 0 3880 BT 2.0 2047.8 413.8 412.6 2214.0 415.0 1658.8 413.8 411.8 1908.0 412.2 2888.8 OR 442.0 1475.0 428.0 1525.0 2047.0 412.0 488.0 2070.0 393.3 2!28.8 393 3 2148 0 OR 413.4 2047.0 2148.0 411.4 412.0 2144.0 393.3 2144.0 393.3 2160.0 418.4 2214.8 OR OR 412.0 414.5 2214.0 414.0 2300.0 414.8 2757.0 413.2 2415.8 413.6 2472.0 5R 413.9 2529.0 413.9 2587.0 413.1 2644.a 417.a 2667.0 428.0 2928.0 OR 428.0 >948.0 428.0 3385.a 428.0 3659.0 430.0 3735.0 437.8 3812 0 OR 450.0 2912.0 10/30/9'10 :2:19:56 D4GE X1 14105 0.@ 8.0 0.0 33.0 30.0 30. dale 3.00 3.00 X2 X3 a 0 0 0 0 3000 XI 14140 16.0 2045.0 "a' & 0 35.0 35.0 3 0.00 0. d0 0.00 1860.0 GR 442.0 1475.0 420.0 1525.0 410.0 1650.0 410.8 39 3.3 1808.8 411.0 ' '.151.0 GR 411.0 '080.0 411.5 2045.0 400.0 2070.0 783.0 0.3 3016.0 415.0 GR 410.4 2.0 220 409.0 2300.0 409.0 GR 432 3076 XI 14530 25.0 2066.0 2243.0 400.0 550.0 398, 0 .00 0. 00 1 00 CR 437.9 1486.0 411.0 1573.0 ;10.4 1600.0 418.4 1700.0 409.5 393.2 1880.0 2109.0 GR 4%.7 1 .900.0 409.1 2008.0 409.0 2066.4 394.1 ?095.0 2` 0@.0 403.6 2222.a GR 391.7 2!19.4 392.? 2144.0 394.1 2179.0 3%.7 2700.0 4 448.4 486.9 2900.0 x09.0 2949.0 432.0 }. 05.0 3A 409.5 2800.0 XI SH 14560 183 49.0 2059.0 2189.0 30.0 30. a 30. d 0.00 0.00 0.80 BT 2.1 1494.0 444.4 439.8 3007.0 444.4 '444.0 ;39.8 4 "33.9 '.508.0 417.3 1559.0 5R 444 1490.0 +44.0 1494.0 439.0 649.3 =14.5 0 CR y12.1 1575. 411.: 1500.0 ! 705.0 4 10.9 x09.5 1705.0 410.0 :8! 1.3 408.1 c000.d '3R 439.8 730.'I ?910.1 39.0 =39.0 2010.1 439.0 2215.0 307.`_ :815.9 406.6 : 259.4 3 R �d7.5 2076.0 :90.4 100.0 392.1 o!e, - ..'T 3% 4 160.0 394.1 '_:61.0 3R :94.1 3 %. 5 2164.0 397.4 2170.0 406.8 2189. 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AN .1000.0 600.1 20.0 0.00 0.00 0.00 ii 59170 51.0 7200.0 73 %.2 170.0 43 3R 3 446.3 0 3 446.9 'aee 2122.0 d 443.9 9400 2130.0 +45.4 2186.4 444.9 240@.0 3R 443.0 -: 1 1010 2600.0 444.0 2808.a 445.1 3002.0 446.2 3013.0 443.6 3280.0 GR 446.7 3600.0 446.8 3795.0 446.9 3880.0 4x2.3 4088.0 439.9 4200.E GR 425.3 "400.0 424.9 4608.0 415.3 4637.0 424.9 4669.0 426.1 4800.2 SR 424.8 5000.0 425.7 5309. d 420.4 5316.0 420.4 5327.0 426.2 0 335.0 GR 425.5 5608.0 423.8 5689.3 424.6 5800.a 423.9 6400.0 425.0 7600.0 GR 424.4 7280.0 414.4 1231.0 420.7 7251.0 405.0 7277.0 408.9 7297.0 GR 413.4 7324.0 416.4 7348.4 414.5 7380.0 424.6 73 %.0 423.8 7600.0 SR 425.0 76@0.0 426.5 7980.0 425.0 8288.0 424.5 8255.0 424.0 4257.0 GR 424.0 8343.0 425.0 8346.0 426.0 8500.a 431.8 8512.0 431.4 10880.4 GR 437.0 11888.8 4C X1 .64 59230 .04 34.0 .05 7206.0 .3 74810 .5 60.0 60.0 68.0 IN 6.@e 0.00 X3 7088 448 8050 440 BT 2.0 7205.0 433.7 429.7 7405.0 433.7 429.7 GR 428.9 700@.0 433.7 7288.0 433.7 7285.0 429.7 7285.0 429.1 7206.0 GR 426.3 72@6.0 428.2 7239.0 420.2 7245.0 429.0 7245.0 420.2 7250.6 GR 429.0 7258.0 429.2 7258.0 406.4 7275.0 401.4 7308.0 402.9 7324.0 GR 418.0 7360.0 429.0 7360.0 429.0 7365.0 418.5 7365.0 420.1 7368.0 GR 422.3 7378.0 427.9 7403.0 429.2 7403.0 429.7 7405.8 433.7 7485.0 GR 428.3 7600.0 427.3 1899.0 428.0 7889.0 426.0 7889.0 419.4 7899.0 GR 419.2 7933.3 426.0 7943.0 428.0 7943.0 428.9 9288.0 10/30/90 12:18:56 a. as 0.00 PAGE 16 0.08 0.00 I - -- I ROYAL LANE -- REVISED THE CORPS RECONN STUDY BY TAKING OUT THE I I 'FIE PROPOSED ROYAL LANE DESIGN AND INSERTING THE FIS ROYAL MODELI -- I a.00 --------- -- - - -- 59220 ROYAL LANE(LS= 429.7,TR 433.7); 1945 FSS AND 1970 FSS 024, WITH 7200.2 7297.0 E.F. - .UE- TO FILL U/S OF ROYAL LANE 423.8 7600.0 7901.0 424.8 59220 STATIONS DECREASE FROM PREVIOUS MODELS U/S OF THIS POINT 2.00 Xi 59270 0.0 a.0 0.0 40.0 40. a 40.0 X2 423.8 7688.0 7901.0 424.8 7914.0 I &M Y3 6310 423.2 6500 7080 440 8058 435 t .07 .34 .04 1638.0 1708.0 429.0 1727.0 8.88 U.R.S. X- SECTION 1345.0 411.8 1360.0 1498.0 426.0 X1 59320 22.0 7288.0 7546.0 50.0 56.8 58.0 OR +36.0 5600.0 436.0 6900.0 435.0 7000.0 425.6 SR 419.4 7231.0 428.7 7251.0 405.0 7277.0 400.9 GR 416.4 7340.0 419.5 7380.0 424.6 7396.0 424.0 OR 424.6 7 B80.e 122.2 7875.0 420.0 7889.0 418.7 OR 425.0 8050.0 435.0 8880.0 NC ., d6 .348 XI `_9800 :2.0 7 00.0 7 546.3 490.0 496.0 480.9 SA +36.0 6800.0 435.9 SM. 0 424.8 6930.0 425.0 R 119.4 7231.0 yI. 7 72.1.2 +05.0 7267. a 405.0 6R 400.0 7374.3 400.0 7396.0 400.0 '450.0 424.0 OR 424.6 7880.0 422.2 7875.0 420.0 1889.0 418.7 SR 426.0 8101D.0 435.0 6127.0 xi 60500 11.0 SIM. 0 5210.0 Eft 0 Bee. a 700.8 3R 410 5750 400 5800 480 6210 425 SR »24.2 6600 424.5 6800 422 6920 425 OR 435 7440 NC .06 .08 .045 XI 61580 13.0 692.0 1727.0 1580.0 700.8 1800.0 OR 440.0 692. a 400.8 852.0 400.0 860.0 408.8 OR 411.8 1657.0 415.0 1673.8 420.0 1694.0 425.6 OR 429.0 1856.0 428.5 1910.0 440.0 1945.0 NC .06 .1 .045 X1' 61880 15.0 692.9 1440.0 338.0 430.8 380.0 OR 440.0 692.0 480.0 852.2 400.0 Ga.a 400.8 OR 415.0 1370.0 420.a 1415.0 424.0 1440.0 425.8 GR 427.0 1650.0 428.0 1670.t 429.0 1680.0 429.0 Na; .06 .08 045 X1 52100 18.0 780.0 1363.0 200.0 180.0 X0.8 OR 440.0 780.0 400.0 3 140.0 400.0 1260.0 480.0 GR 425.0 1390.0 420.0 1438.0 426.0 1488.8 426.8 OR 425.0 1647.0 426.0 1660.0 427.8 1675.0 428.8 OR +27.0 1798.0 427.0 1812.0 640.0 1851.0 a. as 0.00 PAGE 16 0.08 0.00 a.00 a.00 1030.0 424.4 7200.2 7297.0 413.4 7324.0 7546.0 423.8 7600.0 7901.0 424.8 7914.0 2.00 2.20 2100 7 000.0 424.4 7208.0 '270.0 400.0 7270.0 7546.0 423.8 7688.0 7901.0 424.8 7914.0 a. ae &M 9.08 6310 423.2 6500 7088 425 7400 0.08 0.08 2.00 1625.0 408.4 1638.0 1708.0 429.0 1727.0 8.88 0.08 0.H 1345.0 411.8 1360.0 1498.0 426.0 1600.0 1725.0 448.8 1758.0 8.08 0.08 0.00 1263.8 425.8 1363.0 1580.0 425.0 1594.0 1687.6 428.6 1722.0 ?0/30/90 12:18:56 ^AE , 4c r- XI .06 62350 .06 19.0 .045 1186.0 i 1940.0 3 210.0 208.0 250.a 0.88 0.08 0.00 GR 440.0 1158.0 426.0 1188.0 426.4 1186.0 408.8 1290.0 408.0 1300. a GR 408.0 1870.0 400.0 1 B72. a 417.0 1940.0 417.0 1950.0 420.0 1958.0 GR 425.0 1963.0 426.0 1%8.0 426.0 1998.0 425.0 2045.0 425.0 2857.0 GR 425.0 2078.0 425.0 2075.0 425.0 2188.0 440.8 2172.8 3T 7 8300 15400 22108 29800 37108 45388 86700 X1 62958 18.0 1270.0 1977.0 530.0 636.0 608.0 a." 0.08 0.88 GR 440.0 iO47.0 424.a !895.0 426.0 1228.0 428.0 1270.0 415.0 1285.0 GR 411.8 1294.0 402.0 :334.0 400.0 1340.0 400.8 IBBa.0 400.0 1885.0 SR 422.8 1977.0 425.0 2087.0 426.8 2825.0 426.0 2075.0 425.0 2082.0 GR 425.0 2090.0 425.0 2198.0 448.0 am, a ft 1 .06 .045 XI 53750 2 1 6.0 1167.0 1678.0 950.0 650.0 808.0 8.00 a.00 0.00 GR 440.0 965.0 426.5 1005.0 426.2 1165.0 426.0 1167.6 408.0 1271.0 GR 400.0 1570.0 480.0 1574.0 424.0 1670.6 424.0 1685.0 425.0 1718.0 1+,R 4-26.0 1725.0 427.3 1 428.0 178010 428.0 1845.0 425.0 1860.0 GR +25.0 1 .865.0 425.0 1882.0 425.0 1913. a 425.0 1955.0 425.0 2120.0 SR 425.0 2122.) 425.0 2135.0 425.0 2158.0 425.0 2175.0 425.0 2180.0 5R 440.0 2225.L ;1 s3?20 A a 1'377.0 1800.0 :70.0 .72.0 170.0 0.00 0.00 J. 00 GR 440.0 :130.0 427.9 :169.0 +26.3 .370.0 1+26.0 1377.0 480.0 1481.9 5R 400.0 :740.0 406.0 1744.0 414.0 1808.0 415.0 '.810.0 415.0 1833.0 SR 42a.a 345.0 425.0 1855.0 428.0 186510 429.0 1890.0 438.0 1908.0 OR 438.0 1935.0 +29.0 1968.0 428.0 1978.0 425.0 1988.0 425.0 2810.0 6R 46.2 2058. a 425.8 2255.0 425.0 2280.0 425.0 2338.0 426.0 2342.0 1+,R 427.0 2360.0 429.0 2372.0 429.0 2485.0 429.0 2418.6 440.0 2443.0 X 1 54450 38.0 1417. a 1888. a 260.0 9aa. a 530.0 LOO 0.00 0.08 GR 440.6 1048.8 426.7 :088.0 426.2 1418.0 426.0 1417.0 400.0 1521.3 GR 400.0 :720.0 411.8 1732.0 420.0 1756.0 425.0 1800.0 427.0 1830.a GR 428.0 1868.0 428.0 1917.8 425.3 1927.0 420.0 1940.0 416.4 19%.0 GR 416.4 2280.0 428.0 2380.0 421.0 2304.8 422.8 235a.8 425.0 2370:0 GR 426.0 2375.0 426.0 2480.0 425.0 2455.0 425.0 2492.0 425.0 2525.0 GR 425.0 2738.0 425.0 2735.0 425.0 2740.0 425.0 2745.8 425.0 2748.0 GR 425.0 2768.0 425.0 2772.0 425.0 2778.0 426.0 2782.0 425.6 2790.0 GR 424.0 2795.0 424.8 2B35.a 448.8 2883.0 Nc 0.108 0.100 a, me 0.308 0.588 X1 64820 48.0 11260.0 11470.0 2ax.a 508.8 370.0 a.8a 0.00 0.m X3 1B7aa a 12808 a GR 450.0 1000.0 440.0 3480.8 438.0 4875.0 430.0 5825.0 431.5 7708.0 GR 432.6 7858.0 425.4 8135.0 429.5 8165.0 436.8 8189.0 429.8 8285.0 GR 425.0 8225.0 424.0 8308.0 427.0 8600.0 438.6 8758.0 428.5 8850.0 GR 425.0 8925.0 425.0 8995.0 424.0 9098.0 425.5 9408.0 424.0 9708.0 GR 424.0 10100.0 425.0 10670.0 426.0 10758.0 427.5 10990.0 428.0 11240.0 GR +27.0 11260.0 412.8 11315.0 400.0 11335.0 408.0 11365.a 413.0 11385.0 GR 420.0 11410.0 425.5 11470.0 427.5 11515.8 424.5 11858.0 428.0 11945.0 GR 426.7 12380.0 428.8 12`.,20.0 425.7 12550.0 429.8 12988.0 428.0 13280.0 SR 430.0 '3600.0 432.5 !3770.0 438.0 13800.0 428.5 1408x.0 440.0 15380.0 10/30/90 :2:18:56 1s SR 450.0 :5900.a 450.0 !6250.0 460.0 16400.0 % 0.075 0.070 x.045 013 0.5 x1 64900 20 1350 1620 80 Be 80 GR 450 1050 445.7 1170 429 1 ,220 429 1350 411 1420 3R 400 1430 400 1470 411 1480 418 1500 420 1510 GR 426 1560 427.5 1620 424.5 1950 428 2840 426.5 2480 SR 429 2620 426 2760 43 3000 445.7 '060 450 3200 IN 635 X1 65080 1 6 13.50 1620 100 100 i00 8T 4 :050 450 450 '180 450 145.7 3060 450 445.7 9T W 450 450 9R 450 1M0 445.7 1180 429.0 1229 429 1230 445.7 1 .230.1 3R 445.7 233 429 1233.1 429 130 445.7 1320.1 445.1 1323 3R 429 i5c3.1 429 1w 413 1410 445.7 1410.1 445.7 1413 GR 413 1413.1 411 1420 400 1430 400 1470 411 1400 3R 418 1500 420 1510 422.5 1530 445.7 1530.1 445.7 1533 3R 422.5 1533.' 426 1560 427.2 1610 445.7 1610.1 445.7 1613" 3R 427.2 1613.1 427.5 1Re 427 1690 +45.7 1690.1 445.7 1693 3R 427 693 ' 426 177a 445.' 1770.1 445.7 1773 426 1773.1 GR 425 :990 445.7 1890.1 445. 1896 425 !896.1 424.5 :950 3R 428 2940 428 Me »45.7 2r I 445.7 ?056 428 2135fi.1 3R 427.`_ 22 !9 x45.7 :2 9.1 45.7 %?!6 4 27.5 2/3 !5.1 427 :370 3A 445.7 _ 79.1 +45.7 ?376 +2' 2376.1 226.5 =480 428.5 2590 SP, 445.7 2598.! 445.' 2596 428,5 -96.1 429 620 4 26 :760 =a 1 26.= ?90 x45.7 2790.1 =45.' '796 +26.5 27 %.1 429.5 :Q70 3R 145.7 2970.! 445.7 2976 429.5 2976.1 4 30 x000 445.7 '_060 3R 450 3200 :1 653 a 9 a ;98 390 380 X2 X1 S5400 9 13`.,0 1620 100 100 100 GR 450 1250 445.7 1170 429 1220 429 1356 411 1420 GR 400 1430 400 1470 411 1480 418 1500 420 1510 GR 426 1560 427.5 1620 424.5 19W 428 2040 426•5 2480 GR 429 2620 426 2760 430 3000 445.7 3060 450 3200 N; 0.075 0.075 0.055 6.1 0.3 Ni 4 .05 3200 .10 3350 .07 3688 .08 11800 OT 7 8608 15700 22100 29600 36700 44900 86500 X1 67180 28 3350 3600 2300 13" 1780 x3 29`0 4 M SR 460 a 455 200 4 50 460 440 760 438 820 GR 436 1200 434 1400 432 1606 430 1608 428 2000 9R 430 2200 430 3200 430 335e 410 3410 402 3050 3R 415 3510 428 3600 428 4288 432 4400 432 7280 9R 434 7300 434 7600 432 8888 432 8100 43 8408 "3R 435 10600 440 11600 450 11800 10i331?3 :2:18:56 ^�AGE 19 `H 5, a. as 650. 0.1a 5750. 0.07 5941. 0.10 694. 0.080 _ 4 H 66M. X1 67880 32 5750 5941 500 800 700 K3 a 3 0 0 0 6000 SR 439 4060 431 4110 428.6 4150 428.2 4250 428.5 43350 SR 428.5 4450 428.3 4558 427 4656 427.3 4756 427 4858 SR 426.5 4950 426.5 5050 427 5150 427 5250 428 5350 GR 428.5 5450 429 5550 430 5650 428 5750 422 5825 SR 419 5847 413 5859 398 58733 402 5898 408 5917 GR 46 5941 426 6024 428 6190 429 6290 436.5 6320 GR 436.5 6560 440 5600 VC .05 .35 1050 5 dAL1.EY VIEW LR* XI 67980 43. 2765. BE. 10& 100. 100. 2547. 440: 2547, 446. 2577. 430. 2577. 428. 74 5. 430. %4 2687. 9T 2. 1557 443.7 440. 2960. 443.7 440.0 GR 443.7 M. 443.7 1557. 439. 1557. 427. I5%. 426.5 1863. SR 427. 1 923. 440, 1923. 440. 1945. 427. 1945. 427. 1950. GR 427. 202'3. 440. _023. 440. '_026. 427. 2026. 427. 2126. SR 440. '_126. 440. 2129. 427. 2129. 427. x'00. 428. 2372. SR 422. 2765. 420. 2777, 440. 2777. "0. 2780. 420. 2780. SR 419. 2786. 413.5 2798. 39B '820. 402. 2848. 401.5 2858. GR 416. 2874. 420. 2877. 440. 2877. 440. 2888. 422. 2880. GR 425. 2883. 425.5 2 916. 426. 2918. 440. 2918. 440. 2921. GR 427. 2921. 439. 2960. 443.7 2968. X1 68080 100 100 108 X2 X4 5. 430. 2547. 4Q. 2547. 440. 1. 2577. 430. 2577. 428. X4 2687. WH 5. 3.05 5650. 0.10 5750. 355 5956. 3.10 6190. 3.05 WH 6680. X1 68160 31 5750 59% 180 180 108 X3 5980 GR 439 4868 431 4110 428.6 4150 428.2 4250 428.5 4358 GR 428.5 4456 428.3 4550 427 4656 427.3 4750 427 4858 GR 427.5 4950 429 5858 429 5150 429 5250 429 5358 GR 430 5450 438 5550 438 5650 429 5750 422 5825 GR 419 5847 413 5859 398 5873 482 5898 408 5917 GR 432 5950 432 6190 432 6290 436.5 6320 436.5 6560 GR 440 6600 NH 5. 3.05 2415. 0.10 2710. 0.07 2935. 0.10 3845. 0.05 W 3660. X1 68350 23. 2710. 2935. 140. 278. 178. X3 3230. GR 440. ;008. 43& 1830. 429. 1288. 429. :480. 430. 1858. GR 430, 2415. 428. 2660. 430. 2710. 428. 2720. 428. 2775. GR 4 22. 2795. 420. 2830. 418. 2848. 4 QQ. 2875. 418. 2905. =acE 20 :013e190 12:18:56 3R 420. 2921. 426. 2935. 430. _'960. 43c. 3043. 430. 3198. �. GR 431.9 33335. 433.5 3520. 434. 3668. H 5. 0.050 2410. 0.100 2585. 3.070 2745. 0.100 2808. 0.050 4H 4 110. X1 68m 31. 2585. 2745. 158. 270. 250. Q 3398. GR 440. 1000. 430. 1838. 429. 1260. 429. :460. 430. 1830. GR 430. 2395. 428. 2410. 428. 2585. 422. 2685. 428. 2648. GR 410. 2650. 402. 2685. 410. 2715. 428. 27 438 2745. GR 430. 2880. 431. 2990. 431. 3185. 438. 3255. 429. 3260. GR 438. 3270. 430. 33%. 428. 3428. 428. 3488. 430. 3490. GR 431. 3560. 431. 3560. 432.6 3859. 432.6 33860. 434. 3980. SR 436. 4110. w 5. 0. CA 2075. 0.10 2165. 0.08 2326. 0.10 2415. 0.05 NI 3450. X1 69488 24 2165 2320 710 670 BBB GR 445 1088 429 1848 428.6 1500 430 1740 430.6 !� GR 430 2075 428 2165 422 2195 419 2220 413 2230 GR 398 2245 462 370 4 08 2,.°90 422 2310 428 2320 GR 430 2368 432 2415 434 2430 434 2808 432 2830 GR 432 3275 430 3300 430 3400 445 3450 0I ;. 0.05 11040. d. ; d i1358. 0.08 11600. 2.10 :1700. 3.05 NI 9200. X1 71280 32. 11358. :1608. 760. 800. X3 0 0 0 !0080 a 130 GR 450. 1080. 448. 1600. 442. 6280. 444. 7280. 444. �4e0 GR 442. 7530, 4 40, 77 438. Bin. 436. 9308. 434. 8480. GR 433. 8500. 434. 8625. 438. 8650. 434. 9700. 434. 99%. GR 434. 9100. 432. 10150. 432. :1030. 438. :1048. 436. 11350. SR 428. 11360. 408.5 11460. 408.5 1 1580. 428. :1590. 430. 11600. GR 432. 11700. 438. 11750. 4330. .5500. 435. 16808. 440. 17520. GR 445. 18100. 450. ;8200. 3. 0. 0. t. a. 0. N{ 7. 0.050 1446. 0.035 1800. 0.07 2835. 0.18 2135. 6.05 141 2336. 0.10 2458. 0.05 4258. X1 72920 27 2135 2330 1500 1320 1640 6R 445 905 430 950 438 1446 421 1473 421 1473 GR 421 1773 430 Ian 438 2035 436 2128 428 2135 SR 418.4 2160 410 2195 408 220 418.5 2235 428 '355 GR 428 2330 428 2360 430 2370 431.6 2450 431.3 0 700 BR 4332 2880 432 2825 431 2860 430 2988 430 3588 GR 430 4208 445 4250 NI �. 0.035 8812. 0,05 8975. 0.06 3280. a. 10 9308. 0.05 NI :1648. X1 75628 30 8975 9200 1300 1200 2700 GR 445 8465 421.48 8535 421.48 8785 432.3 8812 432.3 8813 GR 432.3 8814 432.3 8815 432.7 8974 432.7 8975 418.4 9015 GR 410 9050 488 9075 418.5 9090 420 9118 428.7 9208 GR 432.4 9300 431.5 9450 430.3 9%0 432 10208 432 18450 GR 432 10620 432 1 0620 430 10700 430 10701 430 11180 "aGE ,0/30190 12:18:56 3R 430 11230 430 ,1240 430 11273 430 11600 445 11640 8.035 7861. 0.05 9380. 0.10 3446. .075 9700. 8.10 NH ?650. 8.05 10740. [IT 7 9200 16000 M m 29400 36500 44600 86200 Xi 77490 32 9440 9700 1080 100 1870 GR 445 7460 421.9 7530 421.9 7838 433.8 7861 433.8 7862 GR 433.8 7863 433.8 7865 433.5 8000 433.2 8208 432 9500 GR +31.8 9700 432 39M 432.6 9200 432 9260 432 9380 GR 433 9440 418.8 9448 410 9510 407.5 9540 410 9565 SR 422 9605 429 %54 431 9690 434 971M 434 9850 3R 435 9950 436 10040 435 10156 434 i0260 434.5 10450 GR 434 10715 445 10740 NH 105 295. 0.035 668. 0.05 1408. 0.10 1:34. 0.07 '4H i72. 0.10 1900. 3.05 3712. X1 80970 29 1534 1712 1900 1650 3480 3 330 GR 444 6 434.3 36 434.6 200 434.2 295 422.56 3R 422.56 &a 433.3 660 433.3 670 433.3 680 433.3 690 GR 433.3 800 433.1 !000 434.4 1208 434.9 1400 433.5 1534 3R 426 :554 419 1560 408 1620 412 1660 424.3 1687 GR 4 36 1712 435.5 !900 434.8 2000 434.8 2208 434.5 2408 SR 033.8 2600 434 3900 433.9 3655 446.8 ;:712 ,NH Q 05 9993 .0 10355 .05 :0780 . 18740 .07 ✓H _3980 .10 11060 a5 13474 8.035 13890 IT 7 7300 15900 22480 29600 36500 44200 84300 XI 83400 33 10740 :0980 2.300 2200 2436 GR 445 9900 436 9425 435.8 9983 423.45 110020 423.45 10320 GR 435 10355 435 18356 435 10357 435 10500 436 Z50 GR 436.8 10700 436 10740 434 16760 432.2 10790 42 18828 3R 411 10840 410 10900 421 10920 428 ,0970 436 1 GR 436.5 11060 436 11300 436.1 11400 435 11708 434 1'100 9R 434 13474 425.5 13508 3 24.1 13649 424.1 !3661 425.5 13801 GR 430.4 13821 431.8 13850 446.2 13890 NH 8 .035 1385 .05 2260 .10 2325 .075 2625 .10 NH 2300 .050 3000 .08 4762 .035 5199 X1 84750 37 2325 2625 1208 1400 1358 GR 445 1088 424 1862 424 1362 431.5 1385 431.5 1385 GR 434 1565 434 1565 434 1565 436 1658 436 2125 GR 438 2268 439 2325 430 2350 412 2398 412 2458 GR 421 2470 438 2548 432 2555 434 2575 436 2590 GR 438 2610 439 2625 438 2900 437.4 3888 436.5 3580 GR 436 3650 436 4088 435.6 4288 436 4588 436 4762 GR 425.7 4803 424.3 4944 424.3 4956 425.7 5189 433.8 5145 A 435 5168 446.6 5199 NH 8 .05 1320 .05 2260 .10 2325 .075 2625 .10 NH 2900 .05 3080 .08 4762 .035 5199 PAGE 10/38/90 12:18:56 Xl 85080 32 2325 2625 ?50 00 250 GR 438 888 438 1080 426.5 1208 436 1328 436 2125 GR 438 2268 439 2325 430 2350 412 2390 412 2450 GR 421 2470 430 2540 432 2555 434 2575 436 2590 SR 438 2610 439 2625 438 2300 437.4 3088 436.5 3500 GR 436 3650 436 4000 435.6 4200 436 4588 436 4762 GR 425.7 4883 424.3 4944 424.3 4956 425.7 5109 433.8 5145 GR 435 5168 446.6 5199 RH 7. 0.0% 4430. 8.10 4740. 0.06 4997. 0.10 5842. 0.08 NH 5782. 0.05 6071. 3. 835 7513. XI 86560 62 4740, 4997. 1288. 900. 1560. X3 2080• 7188. GR 442.3 1880. 442.3 1998. 438.2 2023. 438. 2008. 436. 2180. GR 434. 2110. 432. 2130. 432. 2160. 430. 2170. 428. 2185. GR 427. 2218. 428. 2233. 438. 2245. 432. 2268. 434. 2270. GR 434 2300 430 2316 436 2776 436 2888 468 2821 GR 468. 4430. 438. 4440• 436• 4740. 434. 4765. 432. 4780. GR 436. 4790. 428. 4800. 410. 4875. 410. 4985• 428. 4980. GR 430. 4990. 438. 4997. 439. 5042. 437.8 5235. 438. 5286. GR 436. 5286. 436. 5292. 436. 5311. 436. 5317. 438. 5345. SR 438. 5354. 438. 5386. 436. 5400. 438. 5447. 439.1 5509. SR 438. 5564. 436. 5584. 436. :603. 435.3 %96. 435.5 5782. GR 435.2 6071. 425.3 6108. 424.5 2258. 424.5 6262. 426. -482. SR 428. 6588. 429. 7285. 430. 7304. 435. 7322. 436. 7352. SR 442. 7373. 442.1 '513. W 5. 0.05 4895. 0.10 4953. 0.06 5110. 0.18 5288. 0.05 NH 7 112. 7T 7 7500 17308 24400 25M 3990@ 48600 91208 XI 87530 61 4953. 5110. 688. 1835. 970. X3 a 0 8 2088 0 7620 3R 442.8 1000. 442.8 2000. 438.5 2026. 436. 2100. 434. 2120. GR 432. 2228. 438. 2233. 428. 265. 428. 2278. 428. 2298. GR 430. 2383. 432. 2314. 432. 2345. 434. 2356. 436. 2362. GR 436.4 2418 438 2444 436.2 2618 460 26n 468 GR 460. 4768. 448. 4770. 438.4 4810. 438.4 4895. 440. 4914. GR 448. 4953, 438. 4%3. 420. 4971. 410. 5850. 410. 5078. GR 414. W. 416. W. 418. 5093. 420. 5896. 422. 5182. 8R 424. 5185. 426. 5118. 428. 5158. 438. 5288. 432• 5240• GR 434. 5265. 436. 5286. 438, 5290. 438. 5388. 438. 5398. GR 437.2 5548. 444.3 5w. 444.3 6163. 444.3 6283. 444.3 M. GR 444.3 6625. 444. 6628• 436. 6652. 435.3 6785. 435.2 7076. SR 434, 7185. 434. 7205. 434.2 7380. 435.5 ''540. 442• 7620• GR 442.8 7712. NH 5 .05 1365 .05 3840 .06 438 .05 4250 .05 Ni XI 6881 87808 46. 3848.0 4838.0 250.08 200.00 270.00 .81 BB X3 a a a 0 0 6480 GR 449.5 1088 438 1098 438 1188 436 1138 434 1150 GR 432 1220 430 12% 428 1270 428 1290 438 1385 GR 432 1325 434 1365 436 1525 468 1538 468 3808 GR 440.00 3885.0 448.08 3830.0 436.80 3840.0 410.80 3988.8 418.08 3926.0 :0/30190 :2:18:56 DACE 23 GR 416.08 3980.4 430.00 4838.0 434.00 4050.0 436.00 4108.0 438.00 4170.0 SR 440.00 4190.0 448.30 4250.0 468.80 4255.0 468.00 5675.8 437.00 5680.0 GR 437.00 6100.0 435.5 6181.0 436.00 6165.0 432.100 6288.0 432.00 6218.0 GR 436.00 6220.0 436.08 6340.0 437.00 63341.0 437.00 6888.8 450.00 6881.10 NC . is m .07 .60 B0 Xl 87869 71 2295 4.865 69 69 69 X3 0 0 0 IB35 0 7479 GR 450 .500 450 1834.9 447.95 M35 443.65 1878 438 1884.1 GR 435 1927 434.08 1948.7 433.97 1951.2 438.78 2828.7 430.59 2031.2 GR 430.1 2043 429 2867 428.3 2069 427.9 2878 428.3 2871 GR 429.8 2074 430.4 2893 431.48 2108.7 431.65 2111.2 435 2160 GR 435.4 2169.4 043.65 2190.0 448.15 2214.9 450.08 M 5 456.00 2294.9 GR 450 2 95 450.: 4524.9 448.15 4525 443.65 4550 417 4620 GR 417 4624 416.99 4628.5 416.98 4631.5 416.9 4677 411.3 4681 GR 4 10 4683 418 4690 418 4724 415.4 4733 422.71 4748.5 GR 423.9 4751 423.95 4751.5 424.6 4758 428.4 4778 431.5 4785 GR 434 4802.5 443.65 4838 447.95 4864.9 458 4865 450 6389.9 GR 444.4 6390 443.65 6755 435 6776.6 434.68 6833.7 434.66 6836.2 GR 434.23 6913.7 434.22 6915 434.22 6916.2 434 69% 433.3 6958 SR 431.9 6960 431.9 6980 433.2 6982 434 6984 434.14 6993.7 SR 434.17 6996.2 435 7053.3 443.65 7075 442.5 7469.9 450 7470 GR 450 1 500 PELT LINE ROAD X1 97870 a 0 a 1 1 1 X3 0 a a :835 0 7470 BT 63 1508 458 450 1834.9 450 458 1835 447.95 447.95 BT 1870 448.65 443.65 1870 448.65 443.65 1%8.7 449.32 444.32 1948.7 BT 449.332 434.08 1951.2 449.34 433.97 1951.2 449.34 444.34 2828.7 450.08 ` BT 445.00 2028.7 458.08 430.70 2831.2 450.08 430.59 2831.2 458.08 445.08 BT 2870 449.67 444.67 2108.7 449.34 444.34 2188.7 449.34 431.48 2111.2 BT 449.32 431.65 2111.2 449.32 444.32 22190.8 448.65 443.65 2214.9 448.15 BT 448.15 215.0 458.08 458.88 2294.9 458.08 450.00 295 450.00 458.00 BT 2295.0 458.00 458.80 2295 450 450 4524.9 450 450 4525 BT 450 450 4525 448.15 448.15 4558 448.65 443.65 4628.5 449.40 BT 444.40 4628.5 449.48 416.99 4631.5 449.43 416.98 4631.5 449.43 444.43 BT 4690 450 445 4748.5 449.43 444.43 4748.5 449.43 422.71 4751 BT 449.41 423.9 4751.5 449.40 423.95 4751.5 449.40 444.40 4838 448.65 BT 443.65 4864.9 447.95 447.95 4865 450 456 6369.9 458 450 BT 6398 444.4 444.4 6755 448.65 443.65 6833.7 449.31 444.31 6833.7 BT 449.31 434.68 6836.2 449.33 434.66 6836.2 449.33 444.33 6913.7 449.98 BT 444.98 6913.7 449.98 434.23 6915 450 434.22 6916.2 449.98 434.22 BT 6916.2 449.98 444.98 6993.7 449.33 444.33 6993.7 449.33 434.14 6996.2 BT 449.31 434.17 69%.2 449.31 444.31 7075 446.65 443.65 7075 448.65 BT 443.65 7469.9 442.5 442.5 7478 450 458 7588 450 450 X1 87%0 a a B 99 90 90 X2 0 a 0 0 0 0 1 X3 a a a 1835 0 7470 24 10/30/90 12:18:56 X1 87%1 0 a 0 1 1 1 X3 0 0 0 1835 0 7470 W .3 .5 X1 88880 40 3740 4035 39 39 39 X3 1008. 6500. X4 3. 440. 1125. 434.5 1126. 448. 1415. GR 449.50 1000.0 449.50 1075.8 435.80 1076.0 434.80 1288.8 438.00 1250.0 GR 430.00 1308.0 434.00 1370.0 436.00 1406.0 440.08 1470.0 449.58 1476.0 OR 449.50 3725.0 442.00 3 5738.8 442.00 3740.0 440.00 3760.0 438.00 3008.0 GR 430.00 3840.0 418.80 3908.0 410.00 3950.0 436.00 4088.1 434.08 4810.0 8R 438.00 4035.0 438.00 5845.0 449.50 4050.0 450.00 5610.1 448.00 5615.8 GR 448.08 5130.0 434.00 6140.0 434.00 6190.0 433.00 6288.0 433.00 6258.0 3R 433.50 5310.0 44& M 6311.0 446.00 6630.0 458.00 6635.0 456.08 8350.0 SR 437.50 835.5.0 438.00 9088.0 439.00 9280.0 458.00 9285.0 45& 08 10265.0 STLSW RAILROAD X1 88030 58 9588 9840 30 30 30 X3 11480. ST 8 5908 449.5 446.5 6308 449.5 446.5 8501 449.5 446 5 8T 8840 449.5 446.5 18460 450 447 11480 450 447 13190 8T GR 450 449.5 447 59� 14100 446.5 450 5988.1 447 438 5930 436 5940 436 5970 SR 434 5980 432 6828 436 60% 430 6150 432 6200 GR 434 6220 436 5251 438 6270 441 6280 446.5 6300 GR 449.5 6300 449.5 8500 446.5 8580 430 8590 410 8658 GR 410 8700 430 8760 434 8770 438 8000 446.5 8848 GR 449.5 8848 450 10460 447 10468 440 10478 440 18840 SR 439.9 10840 436 10841 436.7 10950 435 11020 432 11838 GR 434 11080 436 11100 439.9 11101 440 11 448 11445 SR 447 11480 458 11480 458 13190 447 13196 440 13220 GR 438 13310 438 13466 440 13465 442 13490 442 13610 GR 440 13670 439.5 13700 440 13736 440 13970 439.2 14820 SR 440 14070 447 14100 450 14108 X1 88050 20 28 28 X2 1 X3 1148& NC X1 .15 88150 .12 48. .07 383& 8 4190.0 108.88 108.00 108.00 X3 1108. 68 GR 445.00 1088.0 43& 88 1020. 8 438.00 1100.0 436.00 1138.0 434.00 1150.0 GR 432.00 1220.0 438.10 1250.0 428.08 1270.0 428.08 1290.0 430.10 1305.0 GR 432.08 1325.0 434.08 1365.0 436.80 1458.0 436.60 1698.0 449.50 1695.0 GR 449.50 3655.0 440.00 33660.0 440.80 3830.0 430.00 3848.0 410.88 3988.0 GR 418.00 3928.0 416.00 3908.0 438.00 4038.0 434.00 4&50.1 436.00 4100.0 GR 438.00 4170.0 44& 00 4190.0 448.30 4258.0 440.20 4315.0 449.60 432& 0 GR 449.90 5515.0 448.88 5528.8 446.06 6000.0 435.00 6081.0 436.00 6165.0 GR 432.00 6200.0 432.80 6210.8 436.00 6220.0 436.00 6400.6 440.08 6481.0 GR 440.08 5890.0 456.00 6095.0 450.00 8295.8 438.00 8388.0 438.00 8475.0 GR 440.00 9580.0 45& 00 9585.0 450.10 10800.0 PAGE 25 :0.'30r90 :2:16:56 OT 7 7500 :7300 24400 32500 39900 48600 91200 NC .38 .06 .075 .3 .5 THIS MODEL REPRESENTS A SHORTENED VERSION OF THE CORPS RECONN MODEL. C DIVE BEEN MADE TO THE MODEL AS PER FEMA SUGGESTIONS. THESE COM NT CAR DETAIL THE CHANGES. NO OTHER CHANGES WERE MADE. RON MORRISON, P.E. THE DISCHARGE 'VALUES IN THE NATHAN D. MAIER AND EFFECTIVE FIS MODELS ARE LCUER THAN THE DISCHARGE: VALUES IN THIS MODEL. X1 89050 46. 4970. 5265. 980. 550. 910. GR 450.0 !000 440. 1005 448. 1400 432. 1900 434. 2260 SR 436. 22270 438. 2495 438.2 2756 438. 3005 437.8 3201 GR 438. 3480 440. 3670 440. 3765 49. 3772 436. 33780 GR 434. 3830 432. 3870 432. 3935 434. 3985 436. 4125 GR 438. 4505 438.3 4100 438. 4860 436. 4885 434. 4970 GR 432. 4995 430. 5&50 428. 5070 426. 5000 428. 5895 GR 410. 5100 410. 5180 420. 5185 424. 5195 426. 5230 GR 430. 5250 438. 5265 438.8 5325 450. 5338 450. 5775 GR 438.1 5780 438. 6155 437. 6500 438. 6805 438. 7025 GR 445 1 130 °IC .08 .06 .875 .1 3 XI 90080 39 ?412 9733 700 930 958 X3 0 0 0 3808 GR 450 1000 442 i010 440.8 1285 440.7 1810 448 2128 GR 440 2670 434 3300 434 3575 440 4360 446.7 5336 SR 438 5835 470 6350 470.0 6786 478.0 6950 478.0 7488 GR 470 8008 440.2 8630 448 9147 439 9342 438 9412 5R 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 GR 409.6 9591 409.6 %45 415.9 %47 427.4 9670 429.2 9689 SR 438.4 9715 438.4 9715 440.5 9733 440 9760 441.2 9810 SR 440 3840 438 I0114 438 10690 445 18165 XI 90088 42 7725 79% 500 780 000 X3 GR 0 438 0 1000 0 438 1700 1920 440 2238 440 2640 436.9 2870 GR 446.5 3500 436.5 3692 470.0 4080 470.8 4440 476.0 4510 GR 470.0 4860 478.0 5450 457 5530 444 5860 437 6165 GR 437.5 6835 439.5 7315 440 7510 440 7585 439 7600 GR 438 7635 437 7725 435 7760 434.5 7783 432.9 7833 SR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 GR 431.8 7 970 441.3 7990 448.7 8046 440.7 8&50 441.8 8099 GR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 8550 GR 438 8600 445 8628 XI 92090 43 3100 9320 %4 1234 1210 X3 GR 0 452.80 0 1000 3 452.40 1788 1100. 444.3 13M 444.20 1480 442.4 1600 GR 441.50 18H 442.50 2100. 437.6 2500 43& 9 3475 439.8 4100 GR 440.2 4110 439.9 4218. 435.1 4700 438.9 5100 440.5 5300 GR 440.20 5500 470.0 5608 470 6000 471.8 6000 470.0 5930 GR 441.60 6950 440. E%5 440 8250 446.5 8400 444 8600 10/30/90 12:18:56 PAGE 26 OR 446.90 8700 441.2 8880 442.8 8940 445.2 8970 443 9000 ' OR 427 9135 412.7 9175 410.6 9190 428 9235 426 926@ OR 430 9300 442.5 9326 440.9 9444 444.9 9594 429.8 9634 OR 429.8 9864 439.1 9900 445 9940 X1 92300 40 7703 7969 210 210 210 X4 1 438 1800 OR 438 300 438 1580 438.6 2280 441.1 2710 438 3080 OR 442.3 3820 470 4200 470.0 4800 470 5080 478.0 5600 OR 437.8 6070 438.2 6660 438 75% 439.7 7618 440.7 7656 OR 437.3 7703 433.8 7718 431.8 7757 427.6 7780 427.2 7804 OR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 421.6 7870 OR 423.3 7875 430.1 18% 431.1 7928 434.9 7938 435.1 7951 SR 439 7 %9 440.7 8000 440 9158 440 8159 440 8210 OR 429.9 8250 429.9 8480 440 8520 440 8550 445 8600 NC .07 .06 .06 XI 93620 41 8200 am 2570 1420 1320. SR 445 1000 445 1080 446 1180 446 1240 441 1530 OR 440 23M 439.5 2700 440.5 2900 439 3610 438.5 3300. OR 443 3720 446.5 3810 449.5 4200 470.0 4300 470.0 5150. OR 442.5 5760 445 5970 444 6280 442 6470 444 6660. OR 444 7100 443 7320 439.5 7x„80 437.5 7 610 4 7630. OR 436.5 7670 441.5 7690 440.5 7830 441 1940 4339.5 8200 SR 418 8230. 426 3260 414.5 8280 437.5 8380. +39 8400. 3R 439 8450. 443.5 8590 444.5 9620 443.5 I00B0 442 10140. OR 445 10220 NC .07 .1 .06 c X1 93670 42 8200 8470. 50 50 58. OR 445 1080 445 1080 446 1180 446 1240 141 1530. OR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3308. OR 443 3720 446.5 3810 449.5 4200 470.0 4300 470.0 5758. SR 442.5 5760 445 5970 444 6280 442 6470 444 6660. OR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. OR 436.5 7676 441.5 7690 440.5 7830 441 7940 439 8200. OR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 8391. GR 437.5 8420 439 8478 443.5 8620 444.5 9620 443.5 18000. OR 442 10140 445 10228 NC .3 .5 NON NOVEL BETTER DEFINED SANDY LAKE ROAD BRIDGE WITH BT CARDS. DID NOT CHANGE ELEVATIONS OF TOP OF ROAD OR BRIDGE INVERT JUST BETTER DEFINITIO OF BRIDGE TRANSISTION. THIS ALSO REQUIRED VERY MINOR CHANGE TO OR CARD. CHANGED DISTANCE FROM 8490 TO 8490.1 AND 8800 TO 8799.9 1 SANDY LAKE ROAD I X1 I 93730 40. I 8490 8800 60 60 6@. BT 4 6490 443.5 443.5 8490.1 443.5 439.6 8799.9 448.5 444.6 BT 8800 448.5 448.5 OR 450 1000 447 1420 447 1620 443 2820 442 2488 OR 441.5 3628 442 399 458 4420 451 4829 447 5228. 19/38/90 12 :18:56 OAK ?7 OR 447 5420 443.5 5820 443.5 6120 445 6380 442 6898 OR 445 7290 443.5 7860 441 7920 439.5 8810 437.5 8830 OR 431 8050 436.5 8090 441.5 8110 444 8120 443.5 8170 OR 443 8370 443.5 8490 439.6 8496.1 436 8640 418 8650 OR 420 8670 414.5 8700 444.6 8799.9 448.5 8800 446 8879 5R 446.5 9110 445.5 9310 446 %10 445.5 10320 445 10428 x1 93768 30 30 33 X2 1 c .07 .07 .06 X1 93810 49 8209 8458 50 50 50 9R 445 :090 445 1989 446 1180 446 1249 441 15M OR 440 2300 439.5 2790 440.5 2909 439 3816 438.5 3390 OR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 OR 445.5 4918 445.8 508 446 5098 444 5240 442'5 5470 OR 442.5 5769 445 5978 444 62H 442 6470 444 6660 OR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 SR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 OR 418 8230 428 8269 414.5 8280 437.5 8389 439 8490 OR 439 8450 443.5 8590 444.5 9620 443.5 10900 442 19140 OR 443 10540 444 10650 444 10890 445 10930 4c 07 .99 .06 K1 97579 56 54% 5680 2100 1700 3760 E3 19700 470 OR 450 6W 446 820 444 889 444 1159 442 1420 OR 442 1870 444 2180 440 3880 442 3820 444 4030 OR 444 4220 440 4360 448 5.400 442 5330 442 5460 OR 440 5470 433 5490 423 5525 423 5575 433 5618 5R 436 5630 449 %80 440 5920 442 6909 442 6680 OR 440 6750 438 6830 438 7280 440 7759 433.2 7369 OR 433.2 7440 440 7470 440 7500 442 8099 442 8150 OR 440 8160 440 8175 433.2 8288 433.2 8265 440 8270 OR 442 8359 442 9230 444 9520 448 %38 434 %M OR 428 %70 428 %85 434 9700 446 9710 444 9768 OR 446 10905 446.3 19275 446 10569 446 11080 446 12108 OR 450 12170 X1 %450 88 4600 4825 800 708 888 OR 450.00 60 448.00 80 446.09 130 444.00 140 444.00 520 OR 445.00 1000 444.M 1500 445.00 2000 444.00 2208 442.00 2500 OR 448.00 3350 440.08 3780 442.00 4350 442.99 4609 440.00 4620 OR 434.00 4640 427.70 4650 423.10 4665 422.80 4688 430.10 4725 OR 434.00 4735 440.80 4810 442.00 4825 442.00 5195 440.00 5956 OR 438.59 6000 436.82 6847 436.85 6111 436.22 6176 436.31 6254 OR 442.34 6291 442.65 6354 443.82 6481 441.29 6479 439.91 6517 OR 439.84 6613 439.37 6675 438.68 6719 439.68 6781 441.14 6975 OR 441.82 7169 440.50 347 440.52 7545 440.38 7589 441.64 7610 OR 442.99 7641 442.42 7674 449.29 7728 440.44 7937 441.15 8673 OR 441.88 9226 443.27 8454 444.53 0604 444.72 8708 445.87 8787 OR 442.93 8000 44294 m 444.83 6812 444.73 8877 444.95 8947 ;R 442.97 8%6 441.17 9047 448.51 9127 439.20 9219 440.12 9275 9R 443.57 9310 445.35 9337 445.36 9422 445.03 9476 444.34 9576 INN/% :2:18:56 'RE 28 SR 444.00 9624 444.37 9661 444.51 9668 445.08 9705 445.83 9742 GR 446.68 9777 443.34 9882 435.37 9815 432.91 9816 429.12 9830 SR 428.14 9846 443.10 9860 438.15 9872 445.10 9879 446.07 9933 GR 445.36 10006 446.73 10846 446.31 10111 XI 98650 0 0 0 200 200 288 X1 9%89 83 4100 4314 550 550 630 GR 450 330 448 345 446 375 446 520 608 GR 442 720 440 810 446 1540 442 1820 444 444 1860 GR 346 :920 448 2050 448 2380 442 2548 448 2908 GR 441 33480 440 4100 442.5 4110 436.7 4114 437.4 4132 GR 433.8 4137 427.7 4139 423.1 4154 4218 4177 430.1 4214 GR 433.6 4218 437.9 4227 437.5 4262 440.8 4273 443.4 4314 GR 442 4350 442 4500 440 4550 442 4628 444 4670 GR 444 5080 442 5188 442 5528 442 5658 443 6650 GR 442 6908 448 7288 448 7650 441.5 7888 441.89 8088 GR 442.45 8104 441.55 8119 441.32 8219 441.74 8286 448.19 8311 GR 448.35 8320 445.73 8= 444.08 8448 445.46 8529 448.63 8542 GR 448.40 8552 443.96 0566 443.98 8573 444.03 8681 443.49 8687 GR 444.34 6693 444.61 8705 443.27 8713 443.82 8721 443.03 8782 GR 441.94 8796 443.00 8814 443.91 8910 444.65 8990 445.22 9079 GR 446.30 9183 446.83 9282 446.56 9309 436.08 9322 433.10 9m GR 431.98 ?341 431.79 9359 433.77 9364 441.95 9381 442.21 9399 SR 443.38 9406 437.85 9482 439.26 9497 Xi 108040 49 4835 4215 768 768 768 X3 9900 4711 GR 451 1808 444 I1038 441.5 1190 439.7 1288 439.7 1830 GR 442 1840 448.5 2588 441.2 2925 442.5 3888 443 3188 GR 443 3700 444.5 3880 444.9 4808 445.7 4835 430.9 4898 GR 430 4180 443 4215 442.9 42% 444.5 4396 442.9 5415 GR 443.4 5500 442.1 5688 444.5 5685 443 6640 442.5 6700 GR 442.5 6808 441.4 7088 446.2 7115 439.8 7588 446 7688 GR 441.6 7800 442 8288 443.6 8888 4415 8981 446.5 9208 GR 446.5 9350 447.5 %00 447.3 %58 428.3 %80 428.5 9720 GR 446 9740 447.5 9818 447 10481 446.9 189N 447 11010 GR 448 11188 455 11218 457.5 11311 459.2 11426 X1 104600 75 3218 3423 2181 1518 4568 GR 450 620 446 746 446 1081 444 2281 444 3281 GR 444.17 3210 448.58 3238 440.88 3247 441.54 3258 440.44 3253 GR 439.74 3255 439.64 3260 430.04 3262 436 74 3266 433.64 3267 GR 428.04 3276 426.94 3313 427.54 3350 433.34 3368 438.94 3362 GR 442.34 3372 445.54 3398 446.44 3423 446 3741 447.5 3888 GR 446.5 4250 444 4450 446.2 4730 444 5318 444 5488 GR 443.90 6808 443.91 6933 443.87 6069 441.91 6246 441.42 6358 GR 441.10 6452 440.68 6553 439.70 6652 439.86 6751 440.35 6855 GR 441.21 6968 439.53 6974 439.86 6997 441.77 7015 442.04 7858 GR 441.22 7156 442.24 7322 444.84 7334 444.63 7345 442.51 7358 GR 442.36 7561 443.03 7770 445.18 7981 445.72 8188 446.76 8387 GR 447.37 8599 447.40 8608 448.89 8642 438.14 8882 436.69 8983 GR 437.57 8923 446.18 8970 446.38 9019 448.12 9837 449.29 9129 GR 434.81 9147 432.51 9152 431.80 9165 432.76 9189 434.78 9164 PAGE 29 !0/30/90 :2:18:56 GA 444.35 9207 445.28 9219 847.16 9223 446.55 9233 449.48 9242 0T 7 9700 21800 29100 37208 44708 52880 97500 XI 105530 92 3550. 3662. 650 958 930 OR 468.0 1870. 453.5 830. 450.0 2310. 451.0 2740. 453.8 3898• OR 447.5 3160. 444.2 3508. 440.5 3528. 448.4 3543. 439.7 3545, OR 439.6 3550. 438.0 3552. 436.7 M%- 433.6 3557. 428.0 3566. OR 426.9 3603. 427.5 3648. 433.3 3650. 438.9 3652. 442.3 3662. OR 444.0 3698. 444.0 3. 848 446.0 3938. 446.8 40%. 442.0 4698. OR 442.5 5888. 442.5 M. 445.0 5558. 442.0 5858. 443.3 5975. OR 444.6 6888. 443.0 6859. 440.6 6182. 442.9 6193. 443.1 6260. OR 442.5 6288. 443.5 6295. 438.3 6335. 443.3 6353. 446.9 6454. OR 438.3 6460. 448.3 6472. 436.9 6582. 442.5 6536. 442.3 65%. OR 435.6 6613. 437.6 6685. 435.8 6694. 437.1 6738. 435.6 6747. OR 436.8 6785. 436.1 6815. 436.2 6904. 438.5 6910. 436.5 6926. OR 438.5 6930. 436.1 6936, 437.3 7641. 441.1 7115. 442.2 7224. OR 448.2 7383. 442.3 7399: 441.8 7457, 439.2 7464. 441.5 7512. OR 444.0 7709• 445.4 8856• 447.3 8272. 447.4 8515. 443.9 8551. OR 444.1 8568. 449.4 8683. 449.4 8631. 448.5 8638. 440.5 8673. OR 446.5 8690. 447.5 M. 448.6 8%5. 448.9 9084. 450.4 9184. OR 450.8 4213. +36.6 9294. 433.7 9295. 438.5 9303. 429.5 9311. GR 432.0 9318. 435.0 9328. 437.4 9328. 445.2 9341. 447.4 9354. OR 449.3 9359. 458.8 9394. ]T 7 7500 15508 28908 267N 31700 37488 69088 X1 186088 95 3126. 3233. 5a B25 550 OR 460.0 1370. 453.5 1530. 450.0 1810. 451.0 2240. 453.0 2598• OR 447.5 2660. 444.7 3888. 440.8 M. 439.7 3884. 441.7 3897. OR 439.4 3107. 439.1 3126. 432.2 3127. 424.3 3145. 421.2 3167. OR 423.5 3189. 438.9 3m. 433.7 3207. 438.5 3211. 448.8 3216. OR 441.2 3228. 443.5 3233. 443.5 3265. 444.7 3281. 442.2 3336. OR 443.7 3392. 443.1 3421. 446.5 3435. 445.6 3583. 443.9 33565. OR 443.6 3621. 444.5 3670. 443.9 3726. 443.9 3746. 443.2 3771. OR 442.7 3889. 444.3 3841. 444.6 3911. 444.2 M. 443.7 4815. OR 441.6 4049. 444.0 4070. 448.9 4222. 441.9 4253. 444.1 4276. OR 443.5 4714. 4413 4 %1. 444.3 5553. 443.6 5788. 444.4 5925• OR 444.9 6357. 442 6 6832• 443.9 6921. 437.4 6941. 436.1 69%. OR 438.6 7889. 441.8 7813. 444.2 7208. 444.4 7313. 441.9 7337. OR 444.1 7372. 446.5 7725. 446.9 7988. 447.4 8686. 447.6 8182. OR 4417 M. 449.5 8245. 449.7 8269. 447.8 8282. 444.6 8294. OR 445.3 8322. 449.4 6343. 450.8 8468. 443.7 8495. 446.8 8531. OR 448.5 8582. 458.2 8610, 449.3 8649. 458.8 8727. 448.4 8756. OR 450.1 8778. 452.4 M. 452.0 8817. 449.5 8843. 439.2 8865. OR 435.0 W. 432.2 BBBO. 435.0 8892 447.1 8921. 445.5 8932. OR 444.8 8945. 448.8 8955. 447.9 9888. 447.2 9833. 450.1 9644. w 0.810 0.078 0.868 XS 110588 40 9838 9340 1708 4388 4588 X3 OR 0 449 0 3808 0 449.5 4608 3858 448.5 4238 458.5 4528 449.5 4710 OR 451.5 5170 448 5308 448 5946 449 6308 446.5 7088 OR 447.5 7228 441.5 7268 447 7336 448.5 7560 446.5 7570 OR 446 7750 447.5 8188 446.5 BOAS 449.5 9838 447 9888 OR 441 9118 443 9150 429 9180 424 9220 437.5 9250 1ai30i90 :2:19:56 PAGE as GR 445 930 448 9340 448.5 3550 447 9880 446.5 10410 GR 444.5 13480 444.5 10630 447.5 10650 447.5 10880 445.5 13870 SR 448.5 11170 448 11488 442 11508 441.5 i 19 449 11930 10l�8/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BWIK ELEV O GLOB 0CH 20B ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL Do XNR WTN ELMIN SSTA b1.OPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID MT *PRO I 0 CCHV= 100 CEIN= .300 *SECNO 3270. M 3265 DIVIDED FLOW IRVINE BLVD. 32270.088 30.50 416.20 .00 416.20 416.32 .12 .00 .00 416.70 19000. 3480. 12933. 387. 3794. 3934. 2836. 0. 0. 412.20 .00 .92 3.29 .91 .070 .048 .078 .300 385.78 666.18 008195 0. 0. 0. 0 0 0 .00 1518.09 2186.13 CCHV= .308 CEHV= .500 *SECNO 3305.000 ;265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 441.20 MAX ELLC= *+*+*+►+ .00 .00 3305.000 30.51 416.21 .00 .00 416.33 .12 Al .00 416.70 19888. 3509. 12866. 2625. 3743. 3881. 2823. S. 1. 412.20 00 .94 3.32 .93 .070 .040 .070 '800 385.70 664.73 .008211 35. 35. 35. 0 0 0 .30 1479.57 2186.23 *SECNO 3335.080 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 441.20 MAX ELLC= H star+ 3335.000 30.51 416.21 .00 .00 416.33 .12 .01 .00 416.70 19000. 3512. 12861. 2627. 3747. 3882. 2826. 16. 2. 412.20 .01 .94 3.31 .93 .070 .640 .070 .000 385.78 664.70 .000210 30. 32. 30. 0 0 0 .08 1479.79 2186.31 7AGE CI .0/30/90 :2:18:56 SECNO DEPTH CWSEL CRIWS 4SELK EB HV HL GLOSS BAN{ ELEV G GLOB am GROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNN WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= 1@@ CEHV= .300 .000 38100 1038.40 .x00122 20. 28. 20. *SECNO 3376.000 0 0 .00 1388.34 2458.74 1265 DIVIDED FLOW 3370.000 30.52 416.22 .30 .00 416.34 .12 .81 .00 416.70 19008. 3491. 12915. 2595. 3809. 3939. 2847. 24. 3. 412.28 .01 .92 3.28 .91 .070 .048 .370 .080 38170 666.07 N0194 35. 35. 35. a 0 0 a9 1518.89 2186.43 *SECNO 3750.x00 3750.x00 31.29 416.29 .08 .00 416.40 . 1 11 .06 .80 413.00 19880. 2618. 14116. 2267. 3646. 4565. 3818. 117. 16. 418.88 05 .72 3.09 .75 .370 .848 .070 .800 385.00 670.04 M132 300. 380. 450. 1 a a .20 1519.86 2189.90 }SECNO 4956, 000 4950.000 33.45 416.45 .00 .x0 416.55 .10 .15 .06 410.x8 i9006. 2772. 13750. 2478. 3744. 4654. 3163. 428. 56. 418.00 .19 .74 2.95 .78 .070 .048 .076 .880 W.00 1048.27 008119 1880. 1200. 1480. 2 0 0 .08 1408.99 2449.26 *SECNO 4970.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 438.80 MAX ELLC= +ff*+t+f PAGE i2 *SERVO 5930.009 3265 DIVIDED FLOW SH 356 4978.000 33.45 416.45 .00 .00 416.55 .18 .00 .90 418.00 19000. 2713. 13919. 2367. 3687. 4654. 3889. 433. 56. 410.08 .29 .74 2.99 .77 .078 .040 .078 .000 38100 1038.40 .x00122 20. 28. 20. a 0 0 .00 1388.34 2458.74 PAGE i2 *SERVO 5930.009 3265 DIVIDED FLOW ;0/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS 4W EG HV HL GLOSS BAN{ ED O 'GLOB DCH GROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC IC[KT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 438.88 MAX ELLC= ++++++++ 5030.000 33.46 416.46 .00 .00 416.56 .10 .01 .00 410.00 19008. 2715. 13916. 2369. 3690. 4655. 3892. 449. 58. 410.00 .20 .74 2.99 '7 .070 .048 .070 .008 383.00 1038.39 .088122 60. 60. 66. 0 0 0 a8 :388.37 2450.76 *SECNO 56%.400 5058.200 33.47 416.47 .00 .00 416.57 .09 .00 .00 418.00 19808. M. 13278. 2700. 3756. 4658. 3172. 454. 59. 416.00 21 .80 2.85 .85 .070 .045 .870 .088 3383.08 1048.24 000140 20. 20. 20. 1 0 0 .08 1409.07 2449.31 *SECNO 6750.000 :265 DIVIDED FLOW 33& ,gRNINa: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, Y,RAT10 = .r.0 6750.080 31.12 416.72 100 .00 417.00 .28 .38 .06 412.30 19088. 1819. 17060. 121. 1649. 3790. 299. 799. 108. 420.00 1.10 4.50 .41 .070 .045 .070 .000 385.68 1113.80 .32 008390 :800. 1700. 1700. 1 0 0 .00 1038.58 2251.48 *SECNO 6790.080 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 449.08 MAX ELLC- ++++++++ CRI&P RAILROAD 6790.000 31.13 416.73 .08 .00 417.02 .29 .02 .00 412.38 19008. 1708. 17111. 182. 1601. 3794. 455. 804. 109. 428.08 .32 1.07 4.51 .48 .070 1045 .070 .808 385.60 1127.93 000392 40. 40. 48. 0 8 0 .08 1199.77 2451.51 =AGE 33 10130/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BAN{ ELEV O GLOB OCH OROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST +SECNO 6805.000 3M DIVIDED FLOW 3370 NORMAL BRIDGE, kiRD= 2 MIN ELTRD= 449.08 MAX ELLC= ►**+++++ 6805.000 31.14 416.74 .08 .00 417.02 .29 .01 .08 412.30 19800. 1712. 17103. 185. 1605. 37 %. 460. 806. 110. 420.00 .32 1.07 4.51 .40 .070 .045 .070 .800 385.60 1127.90 000391 15. 15. 15. -0 0 0 .00 1199.97 2451.53 }SECNO 6850.008 3265 'DIVIDED FLOW 6850.000 31.1E 416.76 19000. 1843. 17027. .33 1.10 4.48 000386 45. 45. .00 .30 17.04 .28 130. 1672. 3799. 314. .41 .070 .045 .070 45. 0 e 0 .02 .08 412.30 812. 111. 428.00 000 385.60 1112.76 .00 1048.44 '`2`11.57 +SECNO :1160.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.49 11160.000 26.95 417.95 .08 .00 418.11 .16 1.05 .01 412.00 19008. 4769, 12663. 1567. 4555. 3315. 2144. 1565. 229. 410.00 .74 1.05 3.82 .73 .670 .035 .070 .000 391.00 2005.40 008173 M. 4310. 4458. 2 0 0 .00 1451.22 3456.62 #SECNO 14040.000 14040.800 25.12 418.42 .00 .00 418.54 .11 .43 M 411.50 19000. 3200. 11530. 4262. 3545. 3405. 5813. 2364. 329. 410.40 1.07 .90 3.39 .85 .078 .035 .070 .000 393.38 1544.69 008127 3008. 2888. 2900. 2 0 0 .00 1511.34 3056.04 PAGE 34 *SEDC 14075.000 10/30/90 12:18:56 3000.0 TYPE= 1 TARGET= 2999.999 14105.800 SECNO DEPTH CWSEL CRIWS WSELK EG HV H. GLOSS SAW ElEV O GLOB DCH OROB BLOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLDBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CIW46E OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 413.80 MAX ELLC= 413.80 3470 ENCROACHMENT STATIONS= .0 3000.0 TYPE= 1 TARGET= 2999.999 14105.800 PROCTOR ROAD 418.44 00 .00 418.57 .13 .82 14875. 088 25.12 418.42 .08 .08 418.55 .13 .01 .01 413.40 19500. 5447. 10757. 3296. 2863. 3007. M. 2312. 3 330. 414.50 1.08 1.90 3.58 1.58 .070 .035 .070 .000 393.30 1549.54 M735 35. 35. 35. 0 0 0 - 200.40 1151.39 2700.92 }SECNO 14105.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= +13.80 MAX ELI-C= 1113.80 3470 ENCROACHMENT STATIONS= .0 3090.x TYPE= 1 TARGET= 2999.999 14105.800 25.14 418.44 00 .00 418.57 .13 .82 .08 413.40 19500. `449. 10753. 3M. 2865. 3088. 2993. 2318. M. 414.50 1.08 '..90 3.58 1.56 .070 .035 .070 .888 393.38 1549.48 M734 a. 30. 30. 0 0 0 -208.40 :151.52 2701.00 +SECNO 14149.898 3392 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.83 14140.088 25.22 418.52 .00 .06 418.59 .87 .01 .a1 411.50 19588. 2789. 9904. 6807. 3590. 3421. 7621. 2327. 332. 410.40 1.09 .78 2.90 .89 .078 .035 .079 .888 393.38 1543.56 990892 35. 35. 35. 2 0 6 .06 1512.61 3856.17 *SECND 14538.089 14538.880 26.86 418.56 .00 .89 418.62 .07 .84 .09 409.09 19508. 3530. 10443. 5526. 4519. 3794. 6883. 2497. 348. 48& 20 1.15 .78 2.75 .81 .070 .835 .676 .988 391.78 1548.56 089973 488. 390. 550. 2 a 0 .08 1423.78 2972.27 aA% 35 10130/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV 0 OLOB OCH GROB ALOB AM ARM VOL TWA LEFT /RIGHT TINE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 14560.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= '_ MIN ELTRD= 444.40 MAX ELLC= +***+*** SH 183 344.00 MAX ELLC= ****** ** 14680.008 28.16 418.56 .00 14560.800 28.14 418.54 .00 .00 418.63 .89 .00 .01 406.60 19508. 3723. 9924. 5854. 4392. 3077. 6851. 2497. 349. 406.80 1.16 .85 3.23 .85 .070 .035 .870 .088 390.40 1555.13 .808092 30. 30. 30. 1 0 8 .00 1463.46 2978.53 *SECNO 14&30.008 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 344.00 MAX ELLC= ****** ** 14680.008 28.16 418.56 .00 .00 418.64 .89 .01 .00 406.60 19500. 3723. 0 922. 5855. 4393. 3077. 6854. 2537. 3 3 53. 486.80 1.17 .85 3. L2 .85 .070 .035 .870 .008 390.40 1555.12 .008892 128. 120. 120. 0 e 0 .00 140142 2978.54 *SECNO 14700.000 14700.008 26.88 418.58 .00 .00 418.65 .07 .00 .00 409.00 19500. 3535. 10432. 5533. 4531. 3799. 6828. 2544. 353. 468.20 1.18 .78 2.75 181 .070 .035 .879 ON 391.70 1548.49 .800873 20. 20. 20. 2 0 0 .00 1423.84 2972.32 *SECND 1736& 000 17368.008 26.87 418.77 .08 .08 418.81 .63 .16 .08 489.28 1950& 10649. 5731. 3120. 13643. 2414. 3787. 3537. 443. 406.80 1.73 .77 2.37 .82 .070 .035 .078 on 391.90 1078.85 .000854 2600. 2660. 2100. 0 0 0 .00 1778.39 2857.24 PA6E 36 1498 NI CARD ISED 10/30/90 :2:18:56 SECNO DEPTH CWSEL CRIWS WISELK EG HV HL GLOSS BAN( ELEV O GLOB OCH OROB BLOB ACH AROB VOL TWA LEFT /RIGHT TINE VLOB VCH VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR (TRIAL IDC ICONT CORAR TOPWID ENDST +GECNO 18520.080 3470 ENCROACHMENT STATIONS= 18520.000 26.14 418.84 19500. 10264. 7785. 2.03 .51 2.06 000043 1160. 1160. 2300.0 5731.0 TYPE= .00 .00 418.86 1431. 20177. 38 %. .52 .071 .335 1160. 1 a TARGET= - 2300.000 .03 .06 .00 413.00 2762. 4162. 512. 413.00 .070 .008 392.70 2300.00 a .00 3397.94 5697.94 1490 NH CARD USED {SEM 18620.000 3470 ENCROACHMENT STATIONS= FRAZIER DAN 18820.000 19.15 418.85 195',36. 12233. 5261. 2.05 .6s" ..92 .000085 100. IN. TARGET= - ??00.000 .82 5731.',3 TYPE= .00 00 418.87 2006. 19462. 2739. .75 .080 035 0 .00 3397.94 TARGET= - ??00.000 .82 .01 .00 412.90 2688. 4221. 520. 411.90 .070 .000 399.70 2380.00 0 .00 3397.94 5697.94 1490 NH CARD USED 2300.0 5731.0 TYPE= 1 TARGET= +SECNO 18670.000 19000.000 23.18 418.88 .08 .00 3302 WARNING: L'W EYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.41 3470 ENCROACHMENT STATIONS= 2300.0 5731.0 TYPE= 1 TARGET= -2300.000 18670.000 26.15 418.85 .00 .00 418.87 .03 .00 .M 413.00 19500. 10290. 7778. 1432. 20207. 3898. 2766. 4251. 524. 413.00 2.87 .51 2.00 .52 .071 .835 .870 .008 392.70 2300.00 080043 50. 58. 50. 0 a 0 .60 3397.97 5697.97 1490 NH CARD USED *SEX 19000.808 3382 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 3470 ENCROACHMENT STATIONS= 2300.0 5731.0 TYPE= 1 TARGET= - 2300.0 19000.000 23.18 418.88 .08 .00 418.90 .81 .02 .08 414.90 19800. 13367. 4217. 2215. 19967. 3034. 2869. 4450. 549. 412.50 2.18 .67 1.39 .77 .080 .065 .070 000 395.70 2388.00 080094 330. 336. 330. 1 0 8 .08 3398.83 5698.03 :4GE 37 10/30/90 12:18:56 SEDIO DEPTH CWSEL CRIWS RELY, EB HV HL GLOSS BANK ELEV 0 GLOB OCH GROB ALOB ACH ME VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLDBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED 7400. 950. _ 0 0 .00 2251.23 4851.23 0 +SECNO 21080.000 .00 2364.28 5889.80 21008.008 30.75 419.05 .00 .06 419.07 .01 .17 .00 412.80 19880. 8456. 4430. 6914. 12367. 3323. 8788. 5590. 692. 411.90 2.81 .68 1.33 .79 .085 .065 .868 .000 388.30 1928.76 080879 2100. 2008. 1600. 2 0 0 .08 2938.98 4867.75 1490 NH CARD USED +SECNO 22480.000 3382 WRANING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RMSE, KRATIO = .58 3470 ENCROACHMENT STATIOrNS= 2600.0 4881.0 TYPE= I TARGET= - 2600.000 _2408,008 30.08 419.18 D0 .00 419.22 .84 .15 DI 412.00 19800. -745. 264. 4791. 9763. 3397. 3935. 6111. 757. 412.3D 3.22 .88 2.35 1.22 .080 .365 BB0 m 389.10 2600. 080237 1 .150. 7400. 950. _ 0 0 .00 2251.23 4851.23 1490 NN CARD USED +SECNO 22470.000 3265 DIVIDED FLOW 3370 `ATRMAL BRIDGE, NRD= 2 MIN ELTRD= 434.30 MAX ELLC= ++++++++ 3470 ENCROACHMENT STATIONS-- 2510.0 5038.0 TYPE= 1 TARGET= 2528.008 STOREY LAW 22470.080 30.81 419.21 .80 .00 419.24 .03 .01 .00 412.40 19800. 8455. 7059. 4285. 10242. 3450, 4275. 6138. 761. 413.50 3.04 .83 2.05 1.10 .088 .865 .878 .800 38& 48 2538.85 .000173 70. 70. 70. 1 0 8 .00 2364.28 5889.80 +SECNO 22570.000 3265 DIVIDED FLOW PAGE 38 10/30/90 12:18:56 SECNO DEPTH ME CRIBS WSELK EG HV HL OLOSS BANN ELv 0 SLOB OCH GROB ALOB AM AWE VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ]TRIAL IIIC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 434.30 MAX ELLC= ++m m* 3476 ENCROACHMENT STATIONS= 22570. ON 30.82 419.52 19808. 9473. 7040. 3.06 .82 2.04 000172 lee. 100. 2510.0 5M.0 TYPE= .va .00 419.26 4287. 102BB. 3455. 1.00 .380 .065 100. a a I TARGET = 2520.000 .03 .22 .00 412.40 4290. 6179. 766. 413.50 .078 .0N 388.40 2538.79 0 .00 2364.46 5809.85 1490 NH CARD USED *SECNO 22680.000 3470 ENCROACHMENT STATIONS= 22680.000 30.14 419.24 19880. 7800.. 7218. .1. ax . p 8 88 2.22 .:.00232 i 10. 110, 2600.0 4881.0 TYPE= .a0 .20 419.28 4782. 8863. 3108. 1.21 .080 .065 :10. a 0 TARGET= -2600.000 .04 .02 .00 412. a0 3955. 6222. 772. 412.30 me 000 389.10 2600.00 a .00 ? 09.53 449.53 1490 NH CARD USED *SECNO 26300.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 26300.000 29.89 419.89 21600. 12136. 6868. 3.61 1.23 2.44 MIM 2550. 3620. 3300.0 5898.0 TYPE= 00 .40 419.93 1396. 9841. 2486. .67 .080 .065 2250. 2 a TARGET= -3300.000 .04 .65 .00 413.70 5009. 7235. 910. 411.20 .085 .000 396.00 3300.00 a .00 2558.10 5872.44 1490 NH CARD USED 7646.0 *SECNO 29350.000 .00 3470 ENCROACHMENT STATIONS= 29350.000 31.82 426.52 1600. 7536. 7699. 3.98 1.17 3.01 .000313 140. 3M. 5800.0 7646.0 TYPE= .00 .00 420.58 6365. 6440. 2560. 1.18 .085 .065 1990. 2 e 1 TARGET= - 5808.000 106 .64 .81 412.80 5401. 8070. 1019. 416.90 080 .000 388.76 5800.00 0 .00 1825.16 7625.16 PAGE 39 !0/30190 !2:18:56 7787.0 TYPE= 1 SECN) DEPTH CWSEL CRIWS WSELK ES ( (LOB OCH GROB ALOB AM TIME VLOB VOH VROB XN. XHCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1490 N1 CARD USED ;SECNO 29400.000 3265 DIVIDED FLOW 33370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 433.90 MAX ELLC= M 111 +F 3470 EN:ROACNIENT STATIONS= 6000.0 7787.0 TYPE= 1 TARGET = - 6800.000 WTN LOOP 12 ICONT CORAR TOPWID ENDST 120. 3470 ENCROAD*NT STATIONS= 29560.000 31.88 420.58 29400.000 31.34 %20.54 .00 .00 420.68 .05 al .00 412.08 :!600. 8523. 6597. 6480. 6519. 2462. 5851. 8887. !021. 412 48 3.99 1.31 2.68 1.11 .075 ,2165 .875 .800 389.28 6888.00 080241 50. 50. 56. ! 0 0 .00 !692.39 7728.39 *SEGNO 29520.000 3265 DIVIDED FLOW 4V HL GLOSS BANK ELEV AR® VOL TWA LEFT/RIGHT XMR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST PAGE 40 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 433.90 MAX ELLC= **++*+++ 3470 ENCROACHMENT STATIONS= 29528.000 31.07 420.57 21600. 8529. 6573. 4.01 1.30 2.67 .0M38 120. 120. 1490 NH CARD USED .075 +SECNO 29560.000 120. 3470 ENCROAD*NT STATIONS= 29560.000 31.88 420.58 21600. 8037. 7169. 4.02 1.24 2.79 300269 40. 40. 6000.0 7787.0 TYPE= .00 as 420.62 6499. 6550, 2466. 1.10 .075 .065 120. a 0 5800.0 7646.0 TYPE= .00 .08 420.64 6394. 6508. 2568. 1.17 .075 .065 4a. 0 0 I TARGET= -6M. ON .05 .03 .00 412.00 5806. 8128. 1025. 412.40 .075 .000 389.20 6088.00 a .ea 1692.62 7728.62 TARGET= - 5808.000 .06 .01 .ae 412.80 5457. 8142. 1027. 416.98 .875 .800 388.78 5800.08 0 .00 1825.27 7625.27 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELY, EG HV HL OLOSS BANK ELEV ] 9LOB IN DROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME I&OB VCH VROB XNL (NCH XNN WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED *SECNO 31300.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 31306. M 32.52 421.22 21600. 12171. 6362. 4.31 1.10 2.32 000291 1500. 1740. 1490 NH CARD USED *SECNO 34160.x00 34160. M 27.a6 421.76 21600. :5829. 5x03. 4,74 1.:1 2.70 000347 2200. 2860. 7300. D :0500.0 TYPE= 1 TARGET= 31M. 000 .00 .00 421.266 .04 .42 .00 414.30 3067. 11080. J742. 3533. 8674. 1102. 415.90 .87 a79 .070 a81 .010 388.50 7360.N :200. .2 a 0 .00 2796.20 10155.74 CCHV= .300 CEHV= .500 1490 NH CARD USED *SEDIO 34190.000 3265 DIVIDED FLOW 3w WARNINb: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 425.40 MAX ELLC= 422.70 ti0 421.80 .04 .74 .00 413.30 268. 14209. 2042. 463. 9541. 1240. 418.10 .58 .381 .070 .075 :00 394.70 6944.27 1550, L d 0 .00 2969.48 9913.74 CCHV= .300 CEHV= .500 1490 NH CARD USED *SEDIO 34190.000 3265 DIVIDED FLOW 3w WARNINb: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 425.40 MAX ELLC= 422.70 f � *SECNO 34230.000 WILDWOOD DRIVE 34190.000 26.60 421.70 .00 .00 421.90 .21 .02 .08 425.50 21600. 10171. 11429. 0. 5665. 2495. 0. 9549. 1242. 425.40 4.74 1.80 4.58 .00 .077 .670 .011 .001 395.10 6909.76 .001935 38. 30. 30. 2 0 1 .01 2199.69 9629.00 f � *SECNO 34230.000 10/38/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK E5 NV HL OLOSS BANK ELEV 0 OLOB OCH OROB ALOE ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 33265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD 425.40 MAX ELLC`- 422.70 34230.000 26.69 421.79 ,08 .08 421.97 .18 .88 .88 425.50 ?1600. 10374. ;1226. 0. 5848. 2509. 0. 9557. 1244. 425.40 4.75 1.77 4.47 .00 .077 .070 000 NO 395.10 6902.18 1001833 4 8. 40. 40. 2 0 0 .00 2219.42 9629.00 1490 NH CARD USED *SECNO 334260.000 7 1302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2 2.51 34260, M 27.30 422.30 .00 .00 4 22.04 .04 .02 .04 413.30 1600. 16131. 5146. 324. 14635. 2067. 544. 9566. 246. 418.;3 4.75 1.09 2.49 .59 .078 .070 .070 W 394.70 6932.97 .080291 30. 30. 30. _ 0 0 .N 3022.75 9955.733 CCHV= 108 CEHV- 308 1490 NH CARD USED a@ *SECNO 37250.800 422.54 3470 ENCROACHMENT STATIONS= 37258.000 28.26 422.46 21600. 8266. 13334. 5.05 .69 2.86 008178 1688. 2990. CCw- .300 CF}N= .506 1490 NH CARD USED +SECND 372%.000 3265 DIVIDED FLOW 8700.0 12574.0 TYPE= a@ .00 422.54 0. 12014. 4661. .00 .080 .050 2600. 3 0 i TARGET= - 8700.800 .08 .49 .01 414.80 0. 10306. 1366. 442.50 008 NO 394.20 678& 80 0 .00 3019.78 11719.70 ?AGE a_ 3378 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 442.90 MAX ELLC= *++t+F +** 10/30/90 .2:18:56 9EC DEPTH mEL CRIWS WSELK ES HV HL GLOSS E491 ELEV O 9L08 OCH OR09 ALOE ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELNIN SSTA COPE XLOEIL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= STLSF &T RAILROAD 11922.0 37240.008 26.94 422.44 21600. E340. 15210. 5.66 1.27 3.44 .300266 40. 40. 8700.0 11922.0 TYPE= .00 .00 422.58 0. 5040. 4425. .00 a70 .047 40. 2 a: 1 TARGET= - 8700.080 .14 .01 .03 413.80 a. 10318. 1368. 427,96 080 .088 395.50 8914.82 a .00 1025.60 11736.76 *SECNI 37310.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRD= 2 MIN ELTRD= 442.90 MAX ELLC= * * 11"" 3470 ENCROACHMENT STATIONS= 8700.a 11922.0 TYPE= 1 TARGET= - 9700.300 :7310,000 26.95 -22.45 .08 a0 422.59 48. 81 .00 13.80 21600. 6393. 15207. 0. 5044. 4426. a. 10322. 1369. 4 27.90 5.06 1.27 3.44 .00 .370 .047 .300 .000 395.50 8914.80 3x266 20. 20. 20. 0 0 0 n 1025.65 11736.76 1490 NH CARD USED 12574.0 *SECNO 37350.000 .00 3470 ENCROACHMENT STATIONS= 37350.088 28.35 422.55 21600. 9289. 12311• 5.07 .76 2.63 000149 48. 48. 8700.0 12574.0 TYPE= .00 .00 422.61 0. 12265. 4681. .08 .067 .050 48. 2 0 1 TARGET = - 8700.000 .07 .01 .02 414.88 0. 18335. 1371. 442.58 888 .888 394.20 8788.00 0 .00 3019.78 11719.78 1498 NH CARD USED *SECND 42860.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .46 3470 ENCROACHMENT STATIONS= 9880.0 12694.0 TYPE= 1 TARGET= -9800.000 42860.000 28.44 423.74 .00 .00 42332 .08 1.20 .01 419.70 21600. 9778. 9845. 1985. 7700. 3000. 1845. 11565, 1581• 420,50 5.62 1.27 3.19 1.08 BBB 070 as 000 395.30 3888.00 080714 2900. 5510, 3508. 2 a 1 .00 2776.85 12576.85 PAGE 43 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSSELK EG O GLOB OCH GROB ALOB AD 71ME VLOB VCH VROB XNL XNAI SLOPE XLOBL XLCH XLOBR :TRIAL IDC HV HL OLOSS BANE ELEV AROB VOL TWA 'LEFT /RIGHT XNR WTN ELMIN SSTA MONT CORAR TOPWID ENDST 1490 Ni CARD USED *SECNI 42930.008 3265 DIVIDED FLOW 3302 s1ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 427.50 MAX ELLC= 426.30 3470 ENCROACHMENT STATIONS= CALIFORNIA CROSSING X2930.000 28.74 423.74 21600. 8372. 12687. 5.63 - 71 4.89 .001673 7 0. -3. 9800.0 541. .99 '0. 1264 .m 4894. .'870 2 0 TYPE= 1 TARGET= - 98&4.000 423.97 .24 .07 .08 427.40 2597. 549. 11581. 1585. 427.50 .&0 .070 m 395. M 9808. & 0 8 .2N 2514.67 12559.51 +SECNI +2990. M 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= +27.50 MAX ELLC= 4.26.30 3470 EN ROACIAIENT STATIONS= 9000.4 12694.0 TYPE= 1 TARGET= - 9800.000 42990.008 28.86 423.86 .00 .00 424.08 .22 .10 .01 427.40 21600. 8652. 12337. 611. 5125. 2610. 607. 12593. 1589. 427.50 5.63 1.69 4.71 1.01 .070 .060 .070 .000 395.00 9800.00 .001544 68. 60. U. 2 0 0 .00 2523.85 12560.76 1498 NI CARD USED +SECNO 43010.000 3362 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.80 3476 ENCROADM[T STATIONS= 9800.0 12694.0 TYPE= 1 TARGET= - 9880.000 43010.800 28.77 424.07 .08 .00 424.14 .07 .02 .04 419.70 21688. 10402. 9006. 2192. M. 3160. 2039. 11598. 1598. 428.50 5.64 1.25 2.85 1.07 .070 .065 .070 .000 395.30 9800.80 .000477 20. 20. 20. 2 0 0 .00 2779.78 12579.78 DOGE ;4 10/30190 12:15:56 SECNO DEPTH CNSEL CAIWS WSELK EG HV HL OLOSS BANK ELEV 0 MOB XH OROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR NTN "IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CETN= .300 1490 NH CARD USED *SECNO 44000.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 9242.0 12000.4 TYPE= 1 TARGET = 2758.000 44000.000 30.95 424.35 .20 .00 424.45 .10 .31 .01 418.76 21600, 3261. 16231. 2109. 3873. 5589. 2743. 11843. 1635, 420.40 5.74 .84 2.90 .77 .073 .865 .060 .000 393.40 9252.39 .080268 750. 9%. 750. 2 0 0 .00 2318.91 12008.80 1490 NH CARD USED +SEGNO 44150.000 3265 DIVIDED RCS+ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIC = .19 3470 ENCROACHMENT STATIONS= 8300.0 120@0.0 TYPE= T A A, = 3700.008 44250.000 CALIFORNIA CROSSING DAM .00 .00 424.65 .14 44150.M 13.44 424.34 .00 .00 424.56 .22 .07 .04 426.80 21600. 7370. 9519. 4711. 4222. 1785. n44. 11880. 1643. ;28.50 5.75 1.75 5.33 1.60 .070 .042 .060 .400 411.30 8665.39 .001098 150. 150. 150. 2 0 0 .m 2527.84 12000.00 1490 NH CARD USED *SECNO 44250.008 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 8300.0 12008.8 TYPE= I TARGET= 3708.000 44250.000 26.92 424.52 .00 .00 424.65 .14 .48 .01 428.00 21600. 6321. 11502. 3778. 4539. 2987. 3140. 11902. 1649. 420.10 5.76 1.39 3.85 1.28 .076 .065 .865 000 397.66 8699•9 088659 108. 100. 180. 2 0 0 .00 2563.39 1200&00 PAGE 45 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EB HV HL +,LOSS BANK ELEV D GLOB OCH OROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLDBR ITRIAL IDC ICDNT CORAR TOPWID ENDST 1490 NH CARD USED *SECNO 40500.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE M 3470 ENCROACMIENT STATIONS= 48500.000 30.99 425.79 21680. 13988. 5799. 6.47 .87 2.29 400230 2400. 4250. ANGE OUTSIDE OF ACCEPTABLE 7400.0 11625.0 TYPE= .00 .00 425.62 1813. 16016. 2528. .88 .085 .070 2800. 3 0 ANSE, KRATIO = 1.69 1 TARGET= - 7400.080 .03 1.16 .31 4 22.00 2059. 12905. 1828. 421.60 .065 000 394.80 8151.51 0 .00 3437.04 11606.21 CCIN= .300 CEIiV J00 1490 NH CARD USED *SECNO 46560.0 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .61 3370 NORMAL BRIDGE, NRD= 7 MIN ELTRD= 431.30 MAX ELLC= **t***** 3470 ENCRDACNIENT STATIONS =, 7400.0 11626.0 TYPE= 1 TARGET= - 7406.000 NORTHWEST HIGHWAY SPUR 348 48560.080 30.57 425.77 .80 .00 425.89 .11 02 .04 421.80 2160& 11751. 9528. 320. 7375. 2603. 277. 12926. 1831.. 421.90 6.48 1.59 3.66 1.16 .078 .070 .065 000 395.20 8744.00 000627 6& 60. 60. 2 0 0 .00 1475.00 11187.00 *SECNO 48640.000 3265 DIVIDED FLOW PAGE 46 10x30/90 12:18:56 SEC40 DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BAN( ELEV 0 GLOB OCH OROB ALOB AM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VRDB XNL XN01 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 7 MIN ELTRD= 431.30 MAX ELLC= ++**"" 3470 ENCROACHMENT STATIONS= 7400.0 11626.0 TYPE= i TARGET= -7400.080 48648.388 30.63 425.83 .00 .08 425.94 .11 .05 .88 421.86 21688. 11788. 9486. 325, 7428. 2609. 281. 12945. 1834. 421.90 6.48 1.59 3.64 1.16 .078 .070 .365 .080 395.20 8744.88 .000616 Be. 88. 80. 1 0 0 .08 1475.88 11187.00 1490 NH CARD USED +SECNI 48700.888 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE CF ACCEPTABLE RANGE, uRATIO = :.82 33470 ENCROACHMENT STATIONS= 7600.0 :1626.0 TYPE= 1 TARGET= -7600.000 48700.888 31.16 425.96 .38 V 425.98 .03 .02 .03 422.00 21600. 14851. 5264. 1485. 16462. 2547. 1 .861. 12966. 1837. 421.60 5.50 190 2.07 .80 .075 .070 .065 .000 34430 8150.94 000185 60. 60. 60. 2 0 0 .88 3381.95 11549.83 CCHV= .188 CEHV= .300 1490 NI CARD USED .88 +SEC11 55300.000 427.83 3470 ENCROACHMENT STATIONS= 55308.000 29.31 427.01 22000. 17072. 40%. 8.07 .82 1.75 088191 5250. 6600. 1490 NI CARD USED *SECNO 57898.888 3265 DIVIDED FLOW 7288.8 11350.0 TYPE= .88 .88 427.83 037. 26737. 2344. .58 .0B4 .075 5700. 3 0 I TARGET= - 7200.080 .82 1.05 .88 421.96 1441. 15795. 2298. 422,80 .875 .888 397.70 7288.08 0 .00 4111.60 11311.60 PAGE ?7 ;0/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS ISELIK EG HV HL OLOSS BANK ELEV O BLOB OCH GROB ALOE AM AROB VOL TWA LEFT /RIGHT TIM£ VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC MONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE Ol1TSIDE IE ACCEPTABLE RWIBE, KRATIO = .54 3470 ENCROACHMENT STATIONS= 1850.0 5270.0 TYPE= 1 TARGET= -1850.080 57890.000 27.67 427.67 .08 .00 427.74 .06 .69 .01 427.00 22000. 5706. 6792. 9502. 5145. 2449. 4933. :6703. 2465. 423.08 8.38 1.38 2.77 1.72 .075 .075 .056 .080 400.00 18.58.00 2.00647 2180. 2590. 1620. 2 0 0 .00 3026.32 5224.02 CCHV= .300 CEHV- .500 1490 NH CARD USED *SECNO 58650.080 3265 DIVIDED FLOW ;470 = NCROAD ENT STATIONS= 3200.0 `.300.0 TYPE= TARGET= -3200.000 58650.000 28.29 428.29 .00 .00 428.42 .13 .65 J3 423. d8 22080. 3375. 9434. 9191. 1687. 2530. 4258. 16892. 2511. 430.00 8.46 2.00 3.73 2.16 .057 .375 .057 .088 400.00 3200.00 001175 (050. 760. 600. 2 0 .00 2035.30 5255.87 CCHV= 030 CEHV- .500 1490 NH CARD USED *SECNO 59170.080 3470 ENCROACHMENT STATIONS= 7000.0 8400.0 TYPE= 1 TARGET= 1400.008 59170.000 27.94 428.84 .00 .08 429.01 .17 .57 .02 424.40 22088. 1342. 18116. 18542. 828. 2678. 3664. 16983. 2530. 424.60 8.50 1.62 3.78 2.88 .875 .070 .040 .000 400.90 7080.00 081830 178. 520. 608. 2 8 0 .M 1488.88 8408.08 ccw- . 380 CEHV= .500 *SECNO 59230.008 3265 DIVIDED FLOW PAGE 48 '.03.190 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BAN( ELEV O SLOB OCH OROB ALOB 4CH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROS XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 :370 NORMAL. BRIDGE, NRD= 2 MIN ELTRD= 433.70 NX ELLC= +++ " 3470 ENCROACHMENT STATIONS= 000.0 °050.0 TYPE= 1 TARGET= 1050.000 ELENCL= 440.00 ELENCR= 440.00 59230.000 27.28 428.68 .00 .00 429.34 .66 .09 .25 429.10 22'000. 0. 18589. 3411. 0. 3740. 704. 16990. 2531. 429.20 8.50 .00 6.78 4.85 0B0 .050 .040 .000 401.40 7206.00 L021 98 60. 60. 50. 3 0 0 .00 614.62 8050.00 4SECNJO `.9270.000 2265 DIVIDED SLOW :370 QRMAL RICSE. '4RD= 2 SIN ELTRD= 433.70 MAX ELLC= f +*+t+ ++ ?470 ENCROPCHMENT STATIONS= 7000.0 9050.0 TYPE= 1 TARGET= 1050.000 LENCL= 440.00 ELENCR= 435.00 - I ?OYAL LANE -- REVISED THE MRPS RECONN STUDY BY TAKING OUT THE THE PROPOSED ROYAL LANE CESIGN AND INSERTING THE FIG ROYAL MODELI 59220 ROYAL LANE(LS= 429.7,TR- 433.7); 1945 FSS AND 1970 FES #24, WITH E.F. DUE TO FILL U/S OF ROYAL LANE 59220 STATIONS DECREASE FROM PREVIOUS MODELS U/S OF THIS POINT 59270.000 27.40 428.80 .00 .00 429.44 .64 .89 .01 429.10 22000. 0. 18485. 3515. 0. 2762 753. 16993. 2532. 429.20 8.50 .00 6.69 4.67 .000 .050 NO .800 401.40 7206.00 002127 40. 40. 40. 2 0 0 .00 629.05 8050.00 +SECN0 59320. M 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRPTIO = 2.08 U.R.S. X- SECTION PAGE 9 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS 4SELK EG HV HL OLOSS BAN( ELEV 9 GLOB OCH GROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ?TRIAL IDC ICONT CORAR TOPWID ENDST 59320.080 28.54 429.44 .00 .00 429.62 .18 .04 .14 424.40 2080. 10%. 13688. 7217, 336. 3567. 2787. 17808. 2533. 424.00 8.51 1.31 3.84 2.59 .070 .040 .040 .000 400.90 7016.67 880492 50. 50. 50. 2 0 0 .00 2846.66 9863.33 +SECNO 59800.000 .080 .000 480.00 732.90 000008 1500. 1080. 700. 3302 WARNING: CONVEYANCE CHANGE GUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.S6 0 59800.080 29.633 429.63 .00 .E0 429.72 .09 .07 .03 424.40 22880. 496. 19472. 2033. 1 1353. 7801. 3017. 17105. 2545. 424.00 8.57 .37 2.50 .67 .100 .040 .060 .008 400. :ND 6915.78 000075 400. 480. 498. 2 0 0 .08 1195.12 8110.90 +5010 SM.000 3280 CROSS SECTiCN 50500at EXIENDED :9.73 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, QATIO = 2.07 58500.000 29.73 429.73 .00 .00 429.76 .63 .02 .02 400.00 519. .9560. 1921. :237. 13914. 5965. 17388 2570. 425.00 9.72 .42 1.41 .32 .100 .048 .068 .000 400.00 5750.00 .300018 600. 700. M. 2 0 0 .00 1668.93 7418.93 +SECNO 51500.008 3302 WARNING: CONVEYANCE CIANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.46 61580.880 29.77 429.77 .00 .00 429.78 .01 .01 .80 440.80 22000. 8. 21992 B. 0. 26250. 15& 17911. 2598. 429.80 9.05 .00 .84 .05 .000 .045 .080 .000 480.00 732.90 000008 1500. 1080. 700. 1 0 0 .00 1180.97 1913.88 ►SECNO 61880.080 3382 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 61880.000 29.76 429.76 .00 .00 429.79 .82 .00 .01 440.08 22088. 0. 21836. 164. 0. 17718. 991. 118109. 2688. 424.00 9.14 .00 1.23 .17 .008 .045 .100 .080 400.00 732.92 .000019 330. 380. 430. 0 8 0 .80 994.40 1727.31 PAGE 50 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BAN( ELEV 0 GLOB off GROB ALOB AD AROB VOL TWA LEFT /RIGHT TINE VLOB VCH VROB XN_ XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR 'TRIAL IDC ICONT CORAR TOPWID DOT *SECNO 62100.000 62100.080 29.76 429.76 .00 .00 4` .64 .31 .01 44. Be 22000. 0. 21418. 582. 0. 13114. 1871. 18192. 2613. 425.00 9.17 .30 1.63 .31 .088 .045 on .008 400.00 •320.93 a00036 200. 220. 180. 0 0 0 .30 999.37 1828.30 CCHV= 100 CEHV= .300 *SECNO 62350.0 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF'ACCEPTABLE RANGE, KRATIO = 1.67 62350.x80 29.79 429.79 .a0 .00 429.81 .02 a0 .00 425.48 2M. E. 21733. 261. 33. 20512. 910. 18295. 2618. 417.00 9.24 .18 1.a6 .29 .06x .345 .068 .000 480.00 1174.34 000013 2!a. 250. 200. 2 8 0 .00 948.96 2123.06 *SECNO 62950. M 62950.000 29.80 429.88 .00 .00 +29.82 .02 .01 a 4 20.00 22100. 272. 21562. 267, 976. 19359. 1348. 18590. 2632. 422.80 3.39 .2B 1.11 .26 NO .645 .068 .800 488.88 Q0.00 1@7 .M14 530. 600. 630. 0 0 D .00 1.131.64 X19.22 +SECNO 53750.200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 63750.800 29.88 429.80 .00 .20 429.84 .04 .02 .01 426.00 22100. 117. 21104. 878. 576. 12488. 2161 18923. 2653. 424.00 9.53 .20 1.69 .41 .100 .845 .068 .000 480.08 995.21 800037 958. M. 658. 1 8 8 .80 1199.20 2194.41 *SEDIO 63928.008 3265 DIVIDED FLOW 63920.000 29.80 429.80 .00 .00 429.85 .05 .01 .00 426.00 22108. 141. 20454. 1505. 671. 10863. 2647. 18981. 2658. 414.08 9.55 .21 1.88 .57 .100 .045 .360 .800 400.80 1168.59 000044 170. 170. 170. a 0 a .08 1288.38 2412.41 PAGE 51 :a;3�;9a 12:1e:56 SECNO DEPTH CWSEL CRIWS WSELK EG NV HL GLOSS -;1AN( ELEV 0 GLOB OCH GROB BLOB RCN AROB VOL TWA 'gT /RIGHT TINE VLOB VCH VROB XNL XNCH XNR WIN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST +SECNO 64450.000 a a0 2 100.80 12800.00 CCHV= .300 CEHV= .500 0 .a0 64450.000 29.84 429.84 m .00 429.88 .04 .33 .00 426.00 3100. 270. 15521. 6309. 1157. 8592. 8026. 19215. 2681. 425.00 9.66 .23 1.81 .79 .100 .045 .068 NO 408.00 1070.58 000049 260. 530. 900, 1 0 0 .J0 1781.92 2852.50 CCNV • 000 c EHV= . 500 *SECT 64820. 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF-ACCEPTABLE RANEE, KRATIO = .22 3470 ENCROACHMENT STATIONS= 10700.0 12800.0 TYPE= 1 TARGET= 2100.000 64820.2:00 29.73 429.73 .'a . a0 430.16 .37 a5 .17 427.00 E2 1189, 17278. 3633. 1366. 3143. 3777. 19338. 2699. 425.50 3.69 .27 5.50 .96 .100 m .100 NO 400.00 10700. a0 300989 -NmD. 370. 500. ? 8 a a0 2 100.80 12800.00 CCHV= .300 CEHV= .500 0 .a0 1718.28 2999.80 +SECNO 64900.000 64900.000 29.87 429.87 a0 ,00 430.19 .3 a8 . 32 429.00 3108. 62. :7004. 5034. 114. 3320. 3832. 19353. 2703. 427.50 3.69 .54 5.12 1. 31 .075 345 .070 .000 -00.00 1217.40 000906 80. 80. 80. 2 a a .30 1774.73 2492.12 +SECND 65808.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 4 MIN ELTRD= 450.00 MAX ELLC= +*tort* aGE ?2 IH 635 65000.000 30.00 430.00 .00 .00 430.29 .30 .10 .01 429.00 22100. 78, 16452. 5569. 124. 3292. 3851. 19369. 2707. 427.50 9.70 .63 5.00 1.45 .075 .045 .070 .000 40.00 121 .001063 100. 100. 100. 2 1 0 .a0 1718.28 2999.80 aGE ?2 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG AV HL '?LOSS BANK ELEV O GLOB OCH GROB ALOB ACH AROB VOL TWA LEFT /RIGHT TINE VLOB VCH ':ROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLCBR !TRIAL IDC ICONT CORAR TOPWID MOST +SEC10 65300.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 4 NIN ELTRD= 450.08 MAY ELLC= *wvlwl*f 65300.000 30.35 430.35 .m .00 430.60 .25 .29 .01 429.00 22100. 119. 15841. 6140. i69. 33384. 4320. 19421. 2719. 427.50 9.72 .10 4.68 1.42 .075 .045 .070 .000 400.00 1216.77 000907 33". 300. 308. 2 8 0 .00 1720.69 M.33 *SECNO 65400.000 65400.000 30.43 430.43 .00 .00 430.68 .25 .'08 .08 429.08 22100. 126. 16042. 5932. 190. 3474. 4620. 19440. 2723. X27.50 9.73 .66 4.62 1.28 075 .345 .370 300 400.08 1215.69 0 K93 100. 100. 100. 1 0 0 a 1185.99 :401.68 CCHV= .100 CEHV= 300 1490 NH CARD USED *SECNO 67180.080 3470 MROACHMENT STATIONS= 3050.0 4888.0 TYPE= 1 TARGET= 1950.008 67180.000 29.86 431.86 .00 .00 432.M 20 1.37 .00 430.00 22100. 3395. 16579. 2126. 2540. 4882. 1547. 197A. 2798. 428.30 9.87 1.3334 4.66 1.37 .053 .070 .080 .000 402.00 2058.00 .000914 2308. 1780. 1380. 0 0 0 .00 1950.00 4080.00 1490 NH CARD USED *SECNO 67880.800 3470 ENCROACHMENT STATIONS= 67880.008 34.40 432.40 22100. 12%8. 8676. 9.95 1.76 2.80 000467 500. 706. .0 6000.0 TYPE= .00 .00 432.47 456. 7382. 3101. 1.10 .051 .070 800. 0 0 1 TARGET= 5999.999 .08 .48 .01 428.00 415. 19891. 2822. 425.08 .100 700 3398.06 4101.28 0 .00 1898.72 6000.00 ^AGE 53 CCMV 300 CE}N= .508 :0/30.90 :2:!9:55 SECNO DEPTH CSISEL CRIWS WSELK 53 9 ICB 7CH 9ROB ALOB ACH TIME .'LOB VCH VROB .110_ IYCH SLOPE XLOBL XLCH XLOBR :TRIAL IDC +SECNO 67980.000 3..''65 DIVIDED FLOW HV HL mm D WED AROB VOL TWA LEFT /RISK XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 3370 ^NORMAL ?RIDGE, NRD= 2 MIN ELTRD= 443.70 MAX ELLC= s►+fttt 2 MIN ELTRD= +43.70 MAX ELLC= t+ *HH1 3470 ENCROACHMENT STATIONS= VALLEY VIEW LANE 56080.000 34.46 432.46 .00 .00 67980.000 34.41 432.41 .00 .00 432.56 .15 .05 .04 422.00 22100. 11172. 10275. W. 5637. 2541. 297. 19913. 2826. 425.00 9.96 1.98 4.04 2.20 ON 098 .050 .080 398.00 1578.43 000513 100. 100. 100. 2 0 0 .00 1293.15 2938.57 +SECNO 58080.008 1265 DIVIDED FLOW 3370 %ORMAL BRIDGE, NRD= 2 MIN ELTRD= +43.70 MAX ELLC= t+ *HH1 3470 ENCROACHMENT STATIONS= 68180.088 34.55 56080.000 34.46 432.46 .00 .00 432.61 .15 .05 N 422.00 22100. :1239. 10206. 655. 5632. 2547. 300. :9933. 2829. 425.30 9.97 1 1.97 4.01 2.19 .050 .3% .050 .000 398.08 1578.27 000x03 100. 100. 100. d 0 0 .00 1293.47 2938.73 1490 101 CARD USED 5980.0 +SEDC 68180.000 .00 3470 ENCROACHMENT STATIONS= 68180.088 34.55 432.55 22108. 10828. 11269. 9.98 1.66 3.57 088491 188. 108. .8 5980.0 TYPE= .00 .00 432.67 4. 6531. 3159. .22 .051 .055 188. 2 8 1 TARGET= 5979.999 .12 .05 .01 428.00 16. 19954. 2833. 432.00 .100 NO 390.00 4100.34 0 .00 1879.66 5986.80 CCHV= .100 CEW 1300 1490 NH CARD USED +SECNO 68350.000 330'2 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 PAGE 54 1101 , 20/90 .2:1e:56 SECNO DEPTH CWSEL CRIWS WSELK ES 9 GLOB OCH GROB ALOB ACH TINE VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 3470 ENCROACHMENT STATIONS= .0 3230.0 TYPE= 68350.000 30.64 432.64 a .00 432.78 ra108. 9464. 11976. 660. 5255. 3164. 10.00 1.80 3.79 1.17 .056 .070 .001005 140. 170. 270. a a 1490 NH CARD USED *SECN0 68600.000 3470 ENCROACHMENT STATIONS= .0 33%.0 TYPE= 68600.000 30.83 432.83 .00 .00 432.97 "-100. 8958. 11142. °_091. 5276. 2898. 0.02 1.70 3.85 1. .056 .076 M766 150. 250. 270. 2 0 1490 NH CARD LSED *SECNO 69480.000 3265 DIVIDED FLOW 69480.000 35.46 433.46 22100. 9538. 10769. 10.10 2.06 3.55 300791 710. 880. HV HL OLosS BANK ELF) AROB VOL TWA LEFTlRIGHT XNR NTN ELNIN SSTA ICONT CORAR TOPWID ENDST I TARGET= Ms. 999 .14 .11 .01 430.08 564. 19987. 2848. 428.00 .065 .088 402.08 1022.07 a .00 07.93 3238.00 1 TARGET= 3389.999 .14 .18 m 428. a0 1547. 20029. 2849. 430.00 .058 .008 402.00 1821.51 0 .00 2368.49 3'390.00 .30 .30 +33.58 .13 .62 .00 428.00 1793. 4622. 3031. 1412. 20192. 2885. 428.00 1.27 .052 .088 .058 M 398.00 1028.86 670. 2 a a .00 2080.42 3411.52 1490 NH CARD USED *SECNO 71280.088 330 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.73 3470 ENCROA WNT STATIONS= 10000.0 13000.0 TYPE= I TARGET= 3000.000 71286.000 33.83 434.33 .M .08 434.38 .05 .79 .01 430.00 22100. 2894. 11924. 7282. 3743. 5273. 5900. 20709. 2994. 430.00 10.40 .77 2.26 1.23 .065 .080 .051 .800 400.50 10000.00 a0B265 1760. IBM. 2100. 2 a 0 .00 '3108.00 13000.00 :AGE [5 1'll'rC ..J :0132190 :2:18:56 SECNO DEPTH CWSEL CRIIS WSEL.K EG HV HL OLOSS SAW RD 0 aLCB 2CH GROB BLOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELXIN SSTA SLOPE XLOBL XLCH XLDBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED +SECNO 72920.0 3302 WARNIN6: CONVEYANCE 0-4a OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.86 72920.000 26.55 434.55 .DID .0a 434.58 .03 .20 .00 428.00 22100. 11705. 5259. 5135. 9377. 3191. 7788. 21284. 30%. +28.00 10.72 1.40 1.65 .66 .340 .050 .052 .000 408.00 936.36 000877 1500. 1640. 1320. 2 0 0 M 3278.80 4215.16 1490 NH CARD USED +SECNO 75620. W 75620 488 2 434.68 .30 .40 434.73 AS .15 .01 432.70 M88. 9359. 5491. 7251. 4128. 3425. 9270. 21911. 3194. 428.70 11.00 2.27 1.60 .78 .4'S .360 .351 .288 408.00 8495.70 400115 '.200. 2700. :200. 2 0 3 .40 31i6.79 11612.49 1490 NH CARD LSED +SECNO 77490.000 3265 DIVIDED FLOW 7 700.080 27.35 434.85 .90 .00 434.90 .35 .17 .08 433.00 22308. 15451. 67333. 116. 8885. 4186, 480. 22364. 3260, 434.08 11.19 1.91 1.61 .24 .038 .075 .060 .088 487.58 7498.75 .480172 1080. 1870. 700. 2 0 0 M 2995.43 10716.94 1490 NH CARD USED +SECNO 80970.080 3265 DIVIDED FLOW 80970.088 27.28 435.28 .00 .00 435.337 .09 .45 .01 433.50 22300. 14668. 6705, 927. 5652. 3260. 1885. 22946. 3480. 436.00 11.47 2.6a 2.06 .49 .036 .470 .850 .800 408.00 32.96 MIS 1900. 3480. 1650. 2 a a .00 3407.41 3661.10 ,2 AGE =6 1499 NH CARD USED 0/ 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS SANK ELEV 0 GLOB am OROB ALOB AM AROB AL TWA _EFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN EL+1IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 83400..W 3265 DIVIDED FLOW 63400.008 25.67 435.67 n 00 4335.72 .05 .35 Ze 436.00 224 V. ?446. 3992. 8962. 4226. x211. 5464. 23598. 3567. 436.00 11.84 2.24 1.24 1. A .035 .070 .037 .200 410.00 9983.38 .000112 2300. 2430. m. 2 0 0 .30 3066.44 13860.76 1498 NH CARD USED *SECNO 84750.0024 3265 DIVIDED PLOW 34750. V@ 23.82 435.82 .I 00 435.88 .07 .IE 00 439.00 22400. ?907. 4036. 8457, 4560. 3319. 3805. 23995. 3638. 439.00 12.'02_.1? ..22 2.22 .036 .075 .035 .200 412.:'8 :0'7.11 300128 1200. 1350. 1400. _ a a 2V :551.06 5170.19 1490 NH CARD USED *SECNO 85000.000 3265 DIVIDED FLOW 1 , 382 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RAGE, KRATIO = 80 85000.080 23.81 435.81 .08 .00 435.96 .16 .05 .03 439.00 22400. 1560. 6736. 14104. 999. 3315. 3795. 24044. 3646. 439.00 12.05 1.56 2.03 3.72 .850 .075 .835 .000 412.00 1102.90 .000357 358. 250. 200. 2 0 0 .00 1133.82 5170.15 1490 NH CARD USED *SECNO 86568.088 3265 DIVIDED FLOW .'.302 ARMING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.17 -aGE ,.-_ 10/30/30 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV 14L GLOSS BANK ELEV ] GLOB OCH GROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3476 ENCROACHMENT STATIONS= 2000.0 7100.0 TYPE= 1 TARGET= 5100.000 %%@. M 26.:0 436.10 .ae .00 436.13 .03 .16 .01 436.00 22400. 3398. 4507. 14495. 3970. 3632. 9377. 24373. 3691. 438.08 12.2 .86 1.24 1.55 .050 .060 .035 .080 410.00 2098.99 .408876 M. 1560. 900. 0 0 0 .08 2524.42 7100.00 1490 YH CARD USED *SECNO 87530.480 3265 DIVIDED FLOW ;302 ARNING: CONVEYANCE M 3470 ENCROACHMENT STATIONS= 37530. M 26.06 436.06 24400. 4888. 15701. 12.32 2.84 5.78 .001266 600. 970. ANGE OUTSI' 2000.0 .00 3811. 1.80 1035. :E OF ACCEPTABLE 1 7620.0 TYPE= .08 436.42 1723. 2717. a5a .0 2 a IANSE, KRATIO = .27 1 TARGEI= =.620.000 .37 .:9 l4 44e.00 2123. 24620. 3736. 426. Q .071 .300 410.00 2098.28 a M 1736.39 7592.58 1490 NH CARD USED *SECNO 81800.008 3265 DIVIDED FLOW 3470 ENCROADKNT STATIONS= .0 6480.0 TYPE= 1 TARGET= 6479.999 87800.000 26.32 436.32 .00 .00 436.74 .43 .38 .02 430.00 24400. 3483. 20292. 625. 1311. 3594. 376. 24654. 3742. 430.00 12.34 2.66 5.65 1.66 .0% .860 .0% .000 410.00 1125.25 .081071 250. 270. 200. 2 0 0 .00 917.07 6340.32 CCHV= .608 CEHV= .888 *SECNO 87869.000 3265 DIVIDED FLOW =AGE 58 13/30/90 12:18:56 SEC40 DEPTH CNSEL CRIWS wSELK EG 7 GLOB ITCH GROB GLOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLCBL XLCH XLOBR ITRIAL IDC 3470 ENCROACHMENT STATIONS= 87869.000 26.41 436.41 24400. 2480, 21062. 12.34 2.34 5.67 M1974 69. 69. 1835.0 7470.0 TYPE= .00 .00 436.85 859. 1061. 3715. 1.44 .080 .070 69. 1 a +SECNO 87870.'000 3265 DIVIDED FLOW HV HL GLOSS BANK EL_EV AROB VOL TWA LEFT /RIGHT XNR WTN ELMIN SSTA ICONT MOR TOPNID ENDST 1 TARGET= 5635.0 .44 .10 .91 450.00 596. 24662. 3744. 450.00 m .000 410.00 1906.92 a .N 789.04 7056.82 -AGE ` -9 3370 NORMAL BRIDGE, NRD= 63 MIN ELTRD= u42.50 MAX ELL: 4%.00 3470 ENCROAC109E]'IT STATIONS= 1835.2 '470.0 TYPE= .00 .30 BELT LINE ROAD 87870. ffl0 25.41 436. -1 4400. M. _0745. 1 =' x.34 S 2. .73 002762 1. 1. 1835.2 '470.0 TYPE= .00 .30 +36.86 ?73. :931. 3620. 1.67 a8B .070 1. 0 0 1 TARGET= 5635.0 TYPE= I TARGET= 583. 24662. 3744. 450.00 088 .M 410.08 '1996.79 0 - 145.30 789.29 7056.85 +SECNO 87960.080 3265 DIVIDED FLOW 337B NORMAL BRIDGE, NRD= 63 MIN ELTR(r 442.56 MAX ELLC= 458.09 3470 ENCROACHMENT STATIONS= 1835.0 7470.0 TYPE= I TARGET= 5635.000 87960.000 26.71 436.71 .00 .80 437.12 .41 .24 .02 458.00 24490. 2840. 20421. 1138. 1107. 3689. 664. 24673. 3745. 450.00 12.35 2.57 5.54 1.71 .880 .076 .888 .080 410.00 1902.59 .002544 90. 90. 90. 2 0 8 - 151.46 797.30 7057.58 +SECNO 87961.999 3265 DIVIDED FLOW !.!30/90 12:18156 5ECNO ?EPTH CWSEL 2IWS 4SELY, ES HV HL CLCSS BAN( ELEV U ^.LOB UCH ]ROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME AOB VCH ':ROB XNL XNCH XNR WIN ELMIN SSTA 9LOPt LOBL XLCH LSSBR :TRIAL IDC 1CONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS 1835.0 7 470.0 TYPE= I TARGET= 5635.000 87 %1.000 26.72 436.72 .30 .00 437.13 .41 .08 .00 450.00 24400. 2640. 20744. 1 .315. :143. 3788. 683. 24673. 3745. 458.00 12.35 2.31 5.48 1.49 .380 .070 a80 .000 410.00 1902.55 X181 i. 1. 0 0 a .00 797.36 457.59 CCHV= .300 CEHV= .530 *SECND 88800.000 3265 DIVIDED FLOW ;470 ENCROACHMENT STATIONS= '.000.0 ;500.0 TYPE= 1 TARGET= 5500.000 88000.000 26.76 436.76 m N 437.25 .49 as .04 442.00 :4408. 2869. 20391. li41. 1153. 3366. 576. 24678. 3746. 438.00 12.35 ?. 6.06 1.98 1080 .370 .380 .000 410.00 1075.93 3022 ?1 '•9. 39. 39. ? a 0 .30 184.56 6310.50 *SEC% 88830. W 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 8 MIN ELTRD= 4 MAX ELLC= 446.50 3470 EN;RDACHMlENT STATIONS= .3 11480.0 TYPE= 1 TARGET= 11480.000 STLSW RAILROAD 88030.000 26.87 436.87 .80 .00 437.32 .45 .06 .01 449.50 24408. 3617. 20208. 575. 1454. 3461. 392. 24682 3747. 449.50 12 35 2.49 5.84 1.47 .080 .678 on NO 410.00 5935.67 .001884 30. 38. 30. 2 0 0 .00 788.67 11100.22 DACE 60 *SECNO 88050.000 265 DIVIDED FLOW 10/30/90 12:18:56 SEC40 DEPTH CWSEL CRIWS 4SELK EG HV HL OLOSS BANK ELEV 0 GLOB )CH GROB GLOB AM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE UK XLCH XLOBR ITRIAL IDC ICONT CORRR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 8 MIN ELTRD= 449.50 MAX ELLC= 446.50 3470 ENCRORC1d1ENT STATIONS= .0 11480.0 TYPE= I TARGET= 11486.000 88050.000 26.91 436.91 .30 .00 437.36 .45 .04 .00 349.50 24400. 3645. 2 @165. 590. 1467, 3469. 402. 24684. 3747. 449.50 12.35 2.48 5.81 1.47 .080 .070 .080 @B0 410.00 5935.47 001865 20. 20. 20. 0 0 0 .08 789.05 11100.23 *SECNO 88158. ON 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1100.0 6895.0 TYPE= i TARGET= 5795.000 88150.000 27.17 437.1' .20 .20 437.57 .40 .20 .02 440.00 24400. 2199. .1578. 024. 1686. 4019. 681. 24698. 3749. 446.00 12.36 !.30 5.37 .92 .150 M i20 .300 410.80 1112.37 202165 M. 100. 100. 2 0 0 @0 1285.88 5480.29 CCHV= .300 CEFN= 500 *SECNO 89050.M 33265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.69 THIS MODEL REPRESENTS A SHONTE ED VERSION OF THE CORPS RECOW MODEL. C HAVE BEEN MADE TO THE MOM AS PER FEW SU6GESTIOI5. THESE COVENT CAR DETAIL THE CHANGES. NO OTHER CHANGES WERE MADE. RON MORRISOW, P.E. THE DISCHARGE VALUES IN THE NATHAN D. MAIER AND EFFECTIVE FIS MODELS ARE LOWER THAN THE DISCHARGE VALUES IN THIS M(AEL. +++ ++++++++ ++++++ +++++++++++++++ ++ 89050.000 28.64 438.64 .00 .00 438.75 .11 1.09 .09 434.00 24400. 8762 14900, 738. 7203. 4559. 1122. 248%. 3009. 438.00 12.46 1.22 3.27 .66 .380 .075 .068 .088 418.80 1484.% M762 988. 900. 550. 2 0 0 .00 4799.66 7034.61 =AGE 01 I 0/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS '4SELK EG 4V 4L DOSS BANK ELEV O GLOB GCH GROB ALOB ACH AROB VOL TWA AFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR (TRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEW- .300 •SECNO 90000.000 3265 DIVIDED FLOW 3302 'WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .57 3470 ENCROACHMENT STATIONS= 3800.0 10765.0 TYPE= 1 TARGET= -3800.800 90808.800 29.98 439.58 .00 .00 439.94 .35 1.11 .07 438.00 24400. 1515. 20976. 1909. 1 1151. 4102. 1204. 25884. 3870. 448.50 12.51 1.32 5.11 1.58 .088 .075 .360 NO 489.60 3800.00 002382 700. 950. 930. 2 0 3 .30 :858.42 10786.99 4SECNO 3W. 000 3265 DIVIDED FLCW 3302 :.ARNING: CONVEYANCE CHANGE OUTSICE OF ACCEPTABLE RANGE, KRATIC = 2.07 3470 ENCROACHMENT STATIONS= 1700.0 8620.0 TYPE= : - ARGET= -17&M 90880.008 26.19 »40.69 .08 .00 448.77 .08 .81 .03 437.00 24400. 6252. 9427. 8721. 7952. 3630. 3237. 25254. 33913. 441.30 12.62 .19 2.60 2.63 .088 .075 .068 NO 414. 1700.00 300555 IN 880. 780. 000413 0 0 .00 4443.03 8607.68 +SECNO 929%.000 3265 DIVIDED FLOW 3470 ENCROACWO:NT STATIONS= '700.0 9940.0 TYPE= 1 TARGET= -17@&N@ 92890.000 20.66 441.26 .80 .00 441.32 .06 .55 .00 443.00 24400. 7660. 9298. 7450. 16471. 4133. 3076. 25655. 4024. 442.50 12.79 .73 2.25 2.42 .088 .075 060 .000 416.60 2201.67 000413 964. 1210. 1234. 2 0 0 .00 5288.31 9914.61 DAGE E2 ia/3a/9a :2:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL :LOSS BANK ELEV G GLOB OCH GROB ALOB ACH AROB 1 4L TWA LEFT /RIGHT TIME VLDB VCH VRDB XNL XNCH XNR WTN aAIN SSTA SLOPE XLOBL zLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SEG40 92300.000 3265 DIVIDED FLOW 3280 ':ROSS SECTION 92300.00 EXTENDED 3.36 FEET 92300. a00 26.26 441.36 .30 a0 441.46 24400. 9997. ?257. 7146. 14645. '3.,°75. 12.83 .71 2.03 2.06 in .075 M346 210. 218. 210. a 0 *SECND 93620.000 3265 DIVIDED FLOW .04 e8 .00 437.30 ;477. 25749. 451. »39.00 .060 .000 315.10 300.20 0 a 5904.18 8563.62 3 302 »ARNING: CONVEYANCE CHANGE OUTSIDE .FcPTABLE RANGE, 'RATIO = 00 93620.000 27.67 442.:7 .00 0 342.43 .27 .96 .07 439.50 4 400. 719. 16111. 570. 0358. x212. 394. 26516. +309. x37.50 12.96 1.21 5.02 1.45 .370 a60 .060 .000 414.50 1462.36 080947 2570. 1320. 1420. 2 0 0 .00 "x397.92 10144.43 +SECNO 93670.M 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .54 93670.000 11.36 442.36 .00 .00 442.52 .17 .08 .01 439.00 24400. 16450. 7714. 228. 7011. 164& 196. 26527. 4313. 439.80 12.97 2.35 4.68 1.16 .070 .060 .100 .000 431.00 1451.24 803274. 50. 58. 2 0 0 .00 3534.01 10149.54 CCHV= .300 CEW- .500 *SECNO 93730.000 3265 DIVIDED FLOW =AGE .. 10130/?0 12:18:56 SECNO DEPTH CWSEL CRIWS WSEI -K EG HV HL OLOSS BANK ELEV O GLOB OCH ]ROB ALOB ACH AROB vOL TWA LEFT /RIGHT TIME VLOB VCH VROB X10_ XNCH XNR WTN EL4IN SSTA SLOPE XLOBL XLCH XLOBR :TRIAL IDC ICONT COAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 4 MIN ELTRD= 443.50 MAX ELLC= 448.50 NDN MODEL BETTER DEFINED SANDY LAKE ROAD BRIDGE WITH ST CARDS. DID NOT 28.18 CHANGE ELEVATIONS OF TOP OF ROAD OR BRIDGE INVERT JUST BETTER DEFINITIO .00 OF BRIDGE TRANSISTION. .41 THIS :+LSO REQUIRED VERY MINOR CHANGE TO SR CARD. Ei A DISTANCE FROM .02 8490 TO 8490.1 AND 8800 TO 8799.9 24400. SANDY LAKE ROAD .9115. i I 93730.000 27.95 442.45 .00 .00 442.92 .47 .24 .15 443.50 24400. 5447. 18953. 0. 1906. 3121. 0. 26537. 4311. 448.50 12.97 2.87 6.07 .00 .076 .060 .000 .000 414.50 '274.93 085153 60. 60. E0, 2 0 0 -251. J8 244.94 8792.75 +SECNO 33760..'•00 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, "IRD= 4 MIN ELTRD= 443.50 MAX ELLC= +48.50 93760.000 28.18 442.68 .00 .00 443.09 .41 .15 .02 443.50 24400. 6285. .9115. 0. 2373. 3148. 0. 26540. 4318. 448.50 2.97 2.65 5.75 .00 .070 .060 .0&0 .000 414.58 2168.38 .004759 A. 30. 30. 2 0 0 - 293.52 2446.38 9793.52 *SECNO 93810.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.80 93810.000 28.62 443.12 .00 00 443.24 .12 .07 .09 439.50 24400. 10878. 13181. 341. %83. 33689. 575. 26552. 4323. 439.00 12.98 1. 3.57 .59 .070 .060 .070 .000 414.50 1406.73 000607 % 50. 51. 2 6 0 .00 4773.48 10553.79 -AGE ;4 10/30/90 :2:18:56 SECNC DEPTH CWSE CRIWS :SELH EG HV HL GLOSS BANK ELEV O ICB OCH GROB ALOB ACH RROB VOL TWA LEFT/RIGHT TIME VLOB VCH VRCB XNL XNCH ;Nit NTN ELMIN SSTA SLOPE XLOBL XLCH XLGBR ITRIAL IDC ICONT CORPR TOPWID ENDST CCHV= .100 CEHV= .300 +SEC10 97570.000 3302 WARNING: CSWEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.74 3470 ENCROACHMENT STATIONS= .0 10700.0 TYPE= i TARGET= 18100.080 97570.008 21.09 444.09 .00 .00 444.11 .02 .86 .01 433.00 24400. 9725. 5410. 9265. 13732. 2677. 14684. 27677. 4633. 448.80 13.73 .71 2.02 .66 .070 .060 .090 .008 423.00 877.32 000208 2100. 3760. 1700. .4 0 0 .00 8893.63 9776.95 *SECNO 98450.000 3265 DIVIDED FLOW 3265 DIV!DED FLCW 3280 CROSS SECTION 99280.80 EXTENDED 5.30 FEET 98450.J00 =1.49 444.29 .00 .00 444.31 .33 .20 .'0 442.38 24400. 6694. 5729. 11976. 7641. 2498. 14794, 28157. 4762. 442.00 '.3.91 .88 2.29 .81 .070 .260 .090 .008 422 80 138.57 000357 S00. 880. 700. 2 0 0 .00 7772.63 9878.18 +SECNO 98650.000 3265 DIVIDED FLOW 98650.'000 21.56 444.36 .00 .08 444.38 .03 .07 .00 442.00 24400. 6758, 5646. 11997. 7851. 2512 15067. 28273. 4818. 442.00 11% .86 2.25 .80 .078 .860 .0% .000 422.80 138.26 000340 200. M. 200, 1 0 0 .08 7905.25 9878.24 +SECNO 99280.088 3265 DIVIDED FLOW 3280 CROSS SECTION 99280.80 EXTENDED 5.30 FEET 99280.800 21.76 444.56 .08 .80 444.58 .02 .20 .00 448.80 24400. 11318. 4900. 8182. 11021. 2245. 11802. 285%. 4918. 443.40 14.10 1.83 2.18 .69 .070 .868 .090 .008 422.80 635.41 0003,66 550. 630. 550. 0 0 0 .00 7726.35 9497.00 PAGE 65 10/30/90 _2:18:56 SECUO DEPTH CWSEL CRIWS uSELK EG HV HL OLOSS BANK ELEY 0 DLDB ]CH OROB ALOB ACH AROB VOL TWA '.EFT /RIGHT TIME VLOB VCH VHOB XNL XNCH XNN WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST +SECNO 100040.008 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= .0 9980.0 TYPE= 1 TARGET= 9899.999 + ++++++++ 16.56 444.86 00 .20 444.89 .03 .31 .00 445.70 24400. 10459. 4971. 8969. 9620. 1951. 11293. 29014. 5055. 443.100 :4.26 1.09 2.55 .19 .070 .060 .090 .000 428.30 1026.32 000444 760. 760. 760. _ 0 0 00 8043.89 9738.70 +SECNO 104600.000 3265 DIVIDED FLOW +++++++ ++ !9.27 446.21 .00 D0 446,26 .06 1.37 .01 444.17 24400. 2516. 6676. 15209. 2850. 2134. 12786. 29943. 5366. 446.+# 14.66 .28 ..19 .070 .060 .090 .000 426.34 7 .d0 ,100761 2100. 4560. 1500. 0 8 .00 7076.:9 3220.97 +SEC% 105530.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.53 +++++++++ 19.84 446.74 .00 .00 446.79 .05 .53 .00 439.60 29100. 5%. 6246. 22298. 599. 1892. 28167. 38371. 5490. 442 36 14.82 .93 3.30 1.11 .070 ON .090 .000 426.90 3238.01 008463 650, 930, 950. 2 0 0 .00 5197.88 9350.12 +SECNO 106880.008 3265 DIVIDED FLOW +++tt++++ 2 25.87 4 447.07 . .00 . PAGE 66 ;0/30!90 .2:18:56 SECNO DEPTH MEL CRIWS WSELH EG HV HL GLOSS BANK ELEV D GLOB DCH GROB ALOB ACH AROB VOL 7WA LEFTIRIGHT TINE VLOB VCH VROB XNL XNCH XNR WTN ELIIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST *SECNO 110580.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110580.00 EXTENDED .04 FEET 3470 ENCROACH ENT STATIONS= 4600.0 :1930.6 TYPE= I TARGET= - 4600.080 a►e++a++f 25.04 449.04 .00 .00 449.09 .05 1.95 .00 449.50 20900, = 62. 7111. 3227. 5919. 2887. 7173. 2^259. 6065. 448,00 15.64 .77 2.53 1.29 .070 .068 .270 .000 424. W 5261. .000551 1700. 4500. 4300. 2 0 0 .00 5605.54 11930.06 =AGE ? 10/7-0/130 12: 18: Sr TI U.S. ARMY CORPS OF ENGINEERS - FORT WORTH DISTRICT '2 JPPER TRINITY RECON STUDY *ELM FORK TRINITY RIVER+ tXISTING CONDITIONS T• ** 50 YEAR +++** DISCHARGES: 2 -YR 5 YR 10-YR 25-YR 50-YR 10O-YR SPF J1 ICHECK INO NINV IDIR STRT METRIC WINS 0 WSEL FO -i 5 0.00000 +21.5 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 -1 OAGE td :0/30/90 '2:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK RLEV O OLOB MH OROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB aNL XND1 XNR WIN ELMIN SSTA SLOPE MLOBL XLCH XLOBR ITRIAL I ICONT CORAR TOPWID ENDST *PROF 2 CCHV= 100 CEHV= .300 a +SECNO 3370.000 CCHV 100 CEHV= . JM .00 .00 421.62 .10 .01 .00 416.70 +SECNO 3270.000 9562. 17813. 7125. 7774. 5221. 5938. 43. 4. 412.20 IRVING BLVD. 1.23 3.41 1.20 .870 .048 .070 .800 3270. M 35.80 421.50 .00 421.50 421.60 .10 M M 416.70 34508. 9554. 17828. 7119. 759. 5216. 5925. 0. 0. 412.20 .00 1.23 3.42 1.20 .070 .040 .070 .000 385.70 637.27 0M148 0. 0. 0. 0 0 0 .00 1626.23 2263.50 CCHV= .300 CEHV= 1500 +SECNO 3305.0M 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 441.20 MAX ELLC= ++++++++ .00 .00 3305.080 35.81 421.51 .30 . M 4, 21. 61 .10 .01 .00 416.78 c 34508. 9896. 17304. 7300. '664. 5099. 5859. 15. 1. 412.28 1.29 1.29 3.39 1.25 .070 .048 .570 .0M 385.70 634.63 000174 35. 35. 35. 0 0 0 .08 1596.95 2`63.58 +SM 3335. Me 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 441.20 MAX ELLC= ++++w++ 3335.800 35.81 421.51 .00 .00 421.62 .10 .01 .80 416.70 34500. 9900. 17297. 7303. 767& 5101. 5864. 28. 2. 412.26 .01 1.29 3.39 1.25 .070 .040 .070 .000 385.76 634.58 000174 30. 30. 30. 0 0 0 M 1597.13 2263.71 CCHV= 100 CEHV= .300 +SECNO 3370.000 3370.080 35.82 421.52 .00 .00 421.62 .10 .01 .00 416.70 34500. 9562. 17813. 7125. 7774. 5221. 5938. 43. 4. 412.20 .01 1.23 3.41 1.20 .870 .048 .070 .800 385.70 637.16 .0M147 35. 35. 35. 0 8 0 .00 1626.64 2263.88 =AGE 29 10/30/90 12:18;56 SE040 DEPTH U& CRIWS 4SELK EG HV HL OLOSS BANK ELEV G GLOB GCH GROB BLOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XN. XNCH XNR WIN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TDPWID ENDST •SECNO 3750.000 1827.22 .000119 20. 20. 20. 0 0 0 .00 3750.000 36.56 421.56 .00 .00 421.67 .11 .85 .60 413.00 34500. 8371. 19331. 6798, 7657. 5647, 6217. 2%. 17. 410.00 .06 1.09 3.42 1.09 .070 .040 .070 .000 MOB 64& 16 .000122 388. 388. 450. 1 0 0 .00 1625.15 2265.31 *SECNO 4956.008 a a .4 1435.61 2465.84 4950.000 38.71 421.71 .ae .00 421.81 it .14 .00 419.00 34508. 8040. 19695. 6765. 7243. 5865. 5941. 731. 59. 410.00 .19 1.11 3.36 1.14 .090 .049 .870 .000 383.00 1039.86 009113 1000. 1208. 1408. 1 0 a .00 1434.91 2465.77 +SECNO 4970.080 3265 DIVIDED FLOW 4370 NORMAL "BRIDGE, NRD= 2 MIN ELTRD= 438.80 MAX ELLC= *+*+f+*+ 5830.000 SH 3.56 421.71 .0B .09 421.83 .12 .01 .89 4970.000 38.70 421.70 .80 .08 421.82 .12 .00 .90 41&00 34580. 7873. 2 2 0209. 6418. 7130. 5863. 5813. 746. 68. 411L OO .28 1.10 3.45 1.10 .070 .048 .070 .800 38100 1827.22 .000119 20. 20. 20. 0 0 0 .00 1418.63 2469.85 +SECNO 5830.08e 3265 DIVIDED FLOW 3370 NORNIAL BRIDGE, NRD= 2 MIN ELTRD= 438.80 MAX ELLC= "**ff" 5830.000 38.71 421.71 .0B .09 421.83 .12 .01 .89 41&80 3450. 7874. 20208. 6418. 7131. 5863, 5814. 766. 62. 410.80 .29 1.10 3.45 1.10 .070 .040 .070 .088 38130 1027.21 .008119 66. 69. 68. B 0 0 a8 141& 64 2469.85 +SN10 5858.008 5858.088 38.74 421.74 .00 .08 421.83 .10 .00 e8 410.88 34598. 8592. 18679. 7229. 7256. 5869. 5951. 775. 62. 41& 00 .20 1.18 3.18 1.21 .870 .045 .re 080 383.00 1838.83 .M129 20. 20. 20. 2 a a .4 1435.61 2465.84 PAGE 70 !dJ30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV D GLOB ICH DROB ALOE ACH AROB VOL TWA LEFTlRIGHT 'IME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COW TDPNID ENDST *SECNO 6750.000 1 0 a 08 1319.52 2462.45 3302 'WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 36.48 6750.000 36.36 421.96 .0@ .09 422.23 .27 .35 .05 41136 34500. 7513. 23929• 2958. 4548• 4873. 2316. 1389• 115. 420.00 .33 1.67 4.91 1.28 .070 .045 .070 .000 385.68 !ON.@0 @NM7 :BBB. 1700. 1700. a 0 0 .A 1212.40 Z26E.40 *SECNO 6790. @ea 3265 DIVIDED FLOW 3370 N40 MIL BRIDGE, NRD= 2 MIN ELTRD= 449.00 MAX ELLC= *****M 421.99 .08 .00 422.25 CRI&P RAILROAD •01 .88 412.30 34580. 6571. 23619. 6790.000 36.38 +21.98 a0 j0 +22.2 .26 .01 428.00 412.30 3345@0. 6565. 23634. 4301. 4145. 4878. 3465. 1401. 117. 420.80 33 1,58 4.84 1.24 .070 .045 .070 •000 385.60 1112.933 M0347 40. 40. 4. 1 0 a 08 1319.52 2462.45 *SECNO 6805.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 449.00 MAX ELLC= ****"" 6885.008 36.39 421.99 .08 .00 422.25 .26 •01 .88 412.30 34580. 6571. 23619. 4310. 4152. 4881. 3474. 1485. 117. 428.00 .33 1.58 4.84 1.24 .070 .845 .670 .888 385.60 1112.89 .000346 15. 15. 15. 0 0 0 .00 1319.59 2462.48 *SECND 6850.088 6858.888 36.48 422.00 .00 .00 422.27 .27 .02 •00 412.30 34500. 7646. 23866. 2987. 4580. 4885. 2340. 1417. 118. 428.08 .34 1.67 4.89 1.28 .070 .645 .870 .080 385.66 1858.88 W 45. 45. 45. a 0 0 .08 1212.51 2262.51 PAGE ': 10/32/90 12:18:56 SECNO DEPTH CWSEL GRINS WSELK ES HV HL GLOSS BANK ED O GLOB ON GROB GLOB X14 ARDS VOL TWA LEFT /RIGKT TINE VLOB VCH VROB X40_ XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITP.IAL IDC ICONT CORAR TOPWID ENDST *SECNO :1160.008 35. 35. 35. 0 0 0 - 280.40 1303.48 2828.59 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.54 11160.000 32.05 423.05 .00 .00 423.20 .15 .92 .01 412.00 34500. 11351. 17642. 5508, 8550. 4233. 4882. 2818. M. 410.06 .76 1.33 4.17 1.13 .070 .035 .070 .000 391.00 1970.15 :00149 3850. 4310. 4450. 0 0 .08 :531.85 3502.01 *SECNO 14040.000 14040.000 38.17 423.47 .00 .20 423.59 .12 .38 .08 411.50 34500. 7453. 16290. 110756. 6166. 4288. 9249. 4076. 352. 410.40 1.09 1.21 3.80 1. i6 a70 .035 .070 M 393.30 1517.12 300117 3000. 2880. 2900. 2 2 0 .00 1546.34 3063.45 +6ECN0 16075.000 :302 WARNING: CONVEYANCE CHANGE OUTSIDE CF ACCEPTABLE RANGE, {RATIO = 50 3370 NORMAL BRIDGE, NRD= 2 KIN ELTRD= 413.80 MAX EJ.LC= 413.80 3470 ENCROACHMENT STATIONS= 0 :080.0 TYPE= 1 TARGET = 2999.999 14105.000 PROCTOR MAD 423.50 00 423.61 .11 .01 14075. 000 30.18 423.48 .00 a0 423.59 .11 .'D1 .00 413.40 35200. 12336. 13055. 9609. 5490, 3849. 4849. 4090. 354. 414.50 1.18 2.25 3.39 1.98 .070 .0'.S .070 .008 393.38 1517.11 000475 35. 35. 35. 0 0 0 - 280.40 1303.48 2828.59 *$ECHO 14105.008 3370 NORMAL BRIDGE, NRD= 2 KIN ELTRD= 413.80 MAX ELLC= 413.80 3470 ENCROACHWNT STATIONS= .0 3000.0 TYPE= 1 TARGET= 2999.999 14105.000 30.20 423.50 00 423.61 .11 .01 .00 413.40 35008. 12341, 13041. 9618. 5500. 3852. 4860. 4108. 354. 414.50 1.10 2.24 3.39 1.98 .870 .635 .070 .2BB 393.30 1517.06 008473 30. 30. 336. a 0 0 -280.40 1303.97 2821.63 =W6E 72 10/30/90 12:18:56 SECN1 DEPTH 31SEL CRIWS WSELK EG HV HL OLOSS BAN( ELEV O GLOB OCH GROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XN_ XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EN15T +SECNO 14140.008 333 WARNING: MNVEYANCE CHANT OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.28 14140.008 30.23 423.53 .00 .00 423.62 .08 .61 .08 411.58 35088. 6613. 14398. 13989. 6195. 42 97. 11827. 4115. 356. 410.40 1.11 1.07 3 3.35 1. .070 .035 .018 NO 393.30 1516.99 000091 35. 35, 35. 1 0 a .08 1546.54 3061 43 *SECNO 14530.880 14530.088 31.87 423.57 .00 .00 423.66 .09 .04 .08 409.00 35000. 7780. 15475. 11745. 7 154. +682. '18498. 4357. 3372. 488.20 1.17 1.09 3.31 1.12 .470 .835 .078 .800 391.70 1532.35 800080 +00. 390. 550. 2 0 a N :452.13 2984.48 *SECNO 14560. 3265 DIVIDED FLOW 3370 'FORMAL BRIDGE, NRD= 2 MIN ELTRD= 44. SH 183 14560.000 33.16 423.56 .00 ae 35000. 8004. 14311. 12685. 6907. 1.17 1. 3.84 1.18 .070 000101 30. 30. 1. 1 +SECN] 14680.008 3265 DIVIDED FLOW 40 MAX ELLC= +*+*+++* +23.66 .11 3729. 10793. &M .070 0 a .00 al -06.60 4372. 373. 406.80 000 390.40 1539.63 .N 1432.11 2991.74 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 444.00 MAX ELLC= ++++*+++ 14680.000 33.17 423.57 .00 .00 423.68 .11 .31 .00 406.60 35000. 8004. 14309. 12686. 6909. 3729. 10796. 4431. 377. 406.80 1.19 1.16 3.84 1.18 .870 .035 .870 NO 390.40 1539.62 000101 120, 120. 120. 0 a 8 .00 1432.13 2991.75 PAGE :0,3x,90 1x10:56 SEC20 DEPTH CWSEL CRIWS WSELH EG HV HL MM BANK ELEV 0 GLOB OCH GROB ALOB AM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XN_ XN H XNR WTN EL4IN SSTA SLOPE XLOBL XLCH XLOBR ;TRIAL IDC ICONT CORAR TOPWID ENDST *SEL.NO 14700.000 14700.0M 31.90 423.68 .00 100 423.68 .09 .00 .80 489.00 3503. 7786. '.5463. 11752. 7168. 4686. 18509. 4441. 378. 408.20 1.:9 1.09 3.30 1.12 .070 .035 .070 .008 391.70 1532.26 000x80 20. 20. 20. 2 J a .00 1452.27 2984.54 4SECN0 17360.000 :7360. M 31.91 423.81 .00 a0 423.85 .04 .17 . M 409.20 350x0. 20929. 8283. 5787. 20679. 2948. 5436. 5898. 469. 406.00 1.67 1.01 2.81 1.06 .070 .035 a70 .000 391.90 1061.44 000058 26x0. 2660. 210x. 0 0 a .08 1804.47 2865.91 :490 NH CARD USED *SECNO :8520.000 3470 E!cRIACHMENT STATIONS= 18520.0x0 21.2 423.88 35000. 21988. :0016. 1.98 c� 2.05 000033 1160. 1160. :490 NH CARD USED 5731.0 4SEC41I 18620.x00 0D 3470 E4CROACNMENT STATIONS= FRAZIER DAN 3876. 18628.000 24.19 423.89 35000. 23644. 7617. 2.00 .78 1.93 .008052 100. 108. 1490 NH CARD USED }SECNO 18670.000 3470 ENROACNfNT STATIONS= 18670.000 31.19 423.89 35080. 21989. 10015. 2.02 .64 2.65 000&33 50. 50. 2300.0 5731.0 TYPE= 0D .00 '+23.91 3876. 24376. 4880. .64 .372 .335 1160. a a 2308.0 0,731.0 TYPE .00 .08 423.91 3739. 33540. 3955. .82 m am lx0. 0 0 2380.0 5731.0 TYPE= .00 .06 423.91 3076. 34380. 4881. .64 .072 .035 50. 3 0 : TARGET= - 2300.000 .02 .35 .30 4 13.30 4768. 6863. 538. +13.00 .070 .0x0 392.70 230&.00 0 .00 3410.63 5710.63 TARGET= - 2300.x00 .02 .a8 .00 412.90 4571. 6962. 546. 411.90 .876 .888 399.70 2388.88 0 a0 3418.62 5710.62 1 TARGET= - 2300.008 .02 .00 .00 413.00 4769. 7011. 550. 413.00 .070 .000 392.70 2388.M B .00 3410.63 5710.63 PAGE 74 10/30190 12:18:56 SECNO DEPTH MEEL CRIWS Z11 E6 HV HL GLOSS BAN( ELEV O GLOB OCH OROB ALOB AM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XN. XN31 XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT LOW TOPWID ENDST 1496 NH CARD USED .078 .080 388.40 2528.58 .00120 70. 70. 76. 0 a }SECNO 19000.000 . 0 2410.58 5019.73 3478 ENCROADKNT STATIONS- 5731.0 TYPE= I 1 TARGET= - 2308.008 19088.008 28.22 423.92 .0 . M 423.93 .81 .01 .0 414.96 34680. 25282. 5162. 4157. 34117. 33975. 4915. 7341. 576. 412.50 2.13 .74 1.3E .65 .080 .065 .870 .0M 395.70 2300.00 MO57 330. 330. 33 1 a a 0 3418.68 5710.68 1490 NI CARD USED fSECN0 2100.00 21M9. eM 35.72 424.02 .00 M 424.04 .61 .11 N 412.89 346M. 14546. 5556. 14499. 19421, 4262. 15506, 9195. 719. 411.90 2.72 .75 1.39 .94 .085 .065 .960 .0M 388.30 1899.24 00954 2100. 2M0. 160. 2 a a 08 2979.74 4878.98 1490 NH CARD USED fSECN0 2240.00 3302 '�1RNIN6: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 3478 ENCROACHMENT STATIONS= 26M.0 4881.0 TYPE= i TARGET= -2600. MB 2240.00 35.01 424.11 .0 . M 424.14 a3 .10 .01 412.0 346M. 17992. 85%. 8011. 16728. 3933. 6235. 1 041. 785. 412.30 2.94 1.08 2.19 1.28 080 .065 .088 .088 389.10 26O.M aM150 1150. 140. 950. 1 0 0 .M 2264.27 4864.27 1490 NH CARD USED fSECN0 22470. M8 3265 DIVIDED FLOW 3376 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 434.30 MAX ELLC= #ffffff 3470 ENCROACHMENT STATIONS= 2510.0 5030.0 TYPE= 1 TARBET= 2520.00 STOREY LAZE 22470.00 35.72 424.12 .0 .0 424.15 .03 .01 .0 412.40 3460. 16232. MU. 770. 18313. 4359. 7027. 18887. 789. 413.56 2.96 1.0 1.99 1.10 .00 .865 .078 .080 388.40 2528.58 .00120 70. 70. 76. 0 a 3 . 0 2410.58 5019.73 PAGE 7 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL GLOSS BANK ELEV D GLOB DCH 9ROB ALOE ACH AROB VOL TWA LEFT /RIGHT TIME :LOB VCH VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLDBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 22570.000 3265 DIVIDED FLOW PAGE - 6 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 434.30 MAX ELLC= ******** 3470 ENCROACHMENT STATIONS= 22570.000 35.73 424.13 34600. 18241. 8658. 2.98 199 1.98 M119 i00. 100. 2518.0 5030.0 TYPE= .00 .60 424.16 7701. 18349. 4363. 1.09 080 .065 1ft a a 1 TART= 2520.000 .63 .01 .00 412.40 7848. 10155. 795. 413.58 .078 .000 388.46 2528.54 0 .a0 2416.79 5019.78 '490 .4{ CPRD USED TARGET= - 568& 000 .06 .45 *SECNO 29350.000 9065. 13239. 1849. 416.90 *SECNO _ °680.000 3470 ENCROACFRIENI STATIONS 5800.0 7646.0 TYPE= 29350.000 36.29 424.99 .00 .60 425.05 3470 ENCROACHMENT STATIONS= _2600.0 4861.0 TYPE= 1 TARGET= -2600.000 2 58x. a00 35. a5 424.15 d0 .00 424.18 .03 01 .00 412. as ;4600. 9029. 8576. '994. 16808. 3942. 6238. 10227. 601. 412.30 3.00 1.07 2.18 t.28 ON .065 ON .000 389.10 2600.00 300148 110. 110. 110. 0 0 8 .00 2261.63 4861.633 1490 NH CARD USED *SECNO 26306.000 3470 ENCROACHMENT STATIONS= 3300.0 5898.0 TYPE= 1 TARGET= - 3300.000 26300.000 34.56 424.56 .00 .00 424.59 .63 .41 .00 413.70 37380. 19925. 7854. 10321. 15108. 3642. 11264. 11983. 948. 411.20 3.54 1.32 2.32 .91 .680 .065 .805 .888 390.00 3388.00 .888156 M. 3620. 2250. 2 0 8 .06 2581.54 5881.54 1490 NH CARD USED TARGET= - 568& 000 .06 .45 *SECNO 29350.000 9065. 13239. 1849. 416.90 .008 3470 ENCROACFRIENI STATIONS 5800.0 7646.0 TYPE= 29350.000 36.29 424.99 .00 .60 425.05 37380. 14867. 9193. 13240. 10468. 33053• 3.90 1.42 3.01 1.46 .085 •065 008248 2240. 3050. 1990. 2 0 I TARGET= - 568& 000 .06 .45 .01 412.80 9065. 13239. 1849. 416.90 .008 .808 380.70 5600.00 0 .00 1&32.08 7632.68 10/30/90 12:18:56 SECNO DEPTH NM CRIW5 4SELK ES HV HL OIASS BANK ED O GLOB OCH GROB ALOE AM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN 55TA GAPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED + SECNO 29400.000 265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= +33.90 MAX ELLC= ++++++++ 3470 ENCROACHMENT STATIONS= 6008.0 '787.0 YPE= 1 TARGET= - 6000.000 :9520.009 LIMP 12 425.03 .36 :� 425.09 . a5 .03 .09 412.00 29400, a09 35.81 425.01 . 20 .00 425.06 .85 .@1 as 412.80 37309. 1 15375. 8283. 13642. 9837. 2935. 9674. 13265. 1051. 412.40 3.91 1.56 2.82 1.41 .075 .065 .075 a09 389.20 6000.30 .J00212 a. Ea. Sa. a a 0 .00 1718.06 7754. a6 +EECNO 95 0. 090 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= +33.90 MAX El C= ++++++++ 3470 ENCROACHMENT STATIONS= 6x09.0 7787.0 TYPE= 1 TARGET = - 6089.800 :9520.009 35.83 425.03 .36 :� 425.09 . a5 .03 .09 412.00 337300. 15377. 8268. 13655. ?862. 2939. 9704. 13327. 1056. 412.40 3.92 1.56 2.81 1.41 875 .865 075 .800 389.20 6000.00 388210 120. 120. 120. 0 a a .00 1718.26 7754.26 1490 NH CARD USED TARGET= - 5809.000 .05 .01 + SECNO 29560.008 9108. 13348. 1057. 416.96 .675 3470 ENCRORCHENT STATIONS= 5809.0 7646.0 TYPE= 29568.880 36.34 425.04 .00 .00 425.18 37309. 15660. 8509. 13130. 10513. 3858. 3.93 1.49 2.78 1.44 .075 .065 008212 40. 40. 40. 0 0 1 TARGET= - 5809.000 .05 .01 .00 412.80 9108. 13348. 1057. 416.96 .675 .000 388.70 5800.06 1 .00 1832.16 7632.16 PAGE 77 10/30/90 12:18:56 SECNO DEPTH CWSEL CRriS VSELK ES HV HL OLOSS 8W1I ELEV 0 GLOB OCH GROB ALOB AM AROB VOL TVA LEFT /RISHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA COPE XLOBL XLCH XLOBR !TRIAL IDC ICOMT CORAR TOPWID ENDST 1490 NH CARD USED #SECNO 31300.000 3265 DIVIDED FLOW 3470 ENCROW}RIENT STATIONS= 7300.0 10500.0 TYPE= 31300.000 36.65 »25.35 .D8 .00 425.38 37300. 2237 1. 7095. 7635. 18811. 3405. 4.24 1. 2.08 38 .080 .070 088175 1500. 1740. 1200. 8 0 1490 NH CARD USED on .000 395.10 6724.00 .000996 +SECND 34160.0 38. I 0 0 - 478.80 3280 CROSS SECTICN 34160.80 EXTENDED 2.98 FEET 41EO. M 31.07 425.7' 00 +25.80 1 , 7300. 29386. 5776. 2138. 24657. 2460. 4.70 1.49 2.35 .31 .381 .070 .000205 200. 2860. 150. 3 3 308 CEHV= • 500 1490 NH CARD USED ►SED10 34190.000 32280 CROSS SECTION 34198.00 EXTENDED 1.81 FEET 1 TARGET= 3280.808 83 .28 .m 414.08 8819. 14218. 1137. 415.90 080 .808 388.50 '308.00 8 .00 3129.68 18500.00 .33 . »2 .M 413.00 2649. :5698. 1289. 418.10 073 .000 394.70 6896.30 0 .00 3363.49 10259.49 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .45 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 425.40 MAX ELLC= 422.76 PPGE 78 *SECNO 34230.000 WILDWOOD DRIVE 34190.000 30.67 425.77 .06 .00 425.83 .86 .01 .02 425.50 3730& 32161. 5092. 47. 15618, 2711. 14L 15714. 1291. 425.40 4.70 2.06 1.88 .32 078 .070 on .000 395.10 6724.00 .000996 30. 30. 38. I 0 0 - 478.80 3345.48 10069.48 PPGE 78 *SECNO 34230.000 10/30/90 :2:18:56 OLOSS BAN( ELEV AROB VOL SECNO DEPTH OUSEL CRIWS WSELR ES 0 OLOB OCH OROS ALOB ACH TIME VLOB VCH VROB XPL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 3280 CROSS SECTION 34230.00 EXTENDED 1.90 FEET NV HL OLOSS BAN( ELEV AROB VOL TWA LEFT /RIGHT XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 425.40 MAX ELLC= 422.70 34230.000 30.71 425.81 .00 .00 425.87 .06 .04 .20 425.50 37300. 32176. 5072. 53. 15691. 2715. in 15731. 1294. 425.40 4.71 2.05 1.87 .33 .078 .070 .073 .000 395.10 6724.00 000982 40. 40. 40. 1 0 0 - 479.80 3351.83 10075.83 1490 NH CARD USED +SECNO 34260.000 3280 CROSS SECTION 34260.00 tXTENDED 1.56 FEET 3302 WARNING: COWEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, -*RATIO = 2.31 34260.000 31.16 425.86 .00 .00 425.89 .'03 .01 .01 413.30 37300. 29605. 5505. 2191. 25334. 2469. 2706. 15748. 1297. 418.:0 4.71 1.17 D 03 .078 .070 .070 d08 .070 :94.10 6700.00 089184 30. 30. 30. 2 0 0 .00 3562.90 10262.90 CCHV= 100 CE}N= 300 1490 N1 CARD USED .00 +SECNI 37250.000 426.25 3476 ENCROACHMENT STATIONS= 372%.080 31.98 426.18 37380. 21014. 16286. 5.03 .94 2.95 088155 1600. 2998. CcHV= .300 CEHV= .59@ 1490 NI CARD USED +SECNO 37290.000 3265 DIVIDED FLOW 8700.0 12574.0 TYPE= .00 .00 426.25 0. 22384. 5521. .86 . m am 2680. 2 B I TARGET_ - 8700.000 .87 .34 .61 414.80 0. 16980. 1438. 442.50 eee W 394.20 8700.00 0 .08 3023.28 11723.28 10/30/90 12:18:56 SECNO DEPTH CWSEL. CRIWS WSELK ES O GLOB GCH GRUB ALOB AN TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC NV HL am BAN( ELEV ARM VOL TWA LEFT /RIGHT XNR NTN ELMIN SSTA ICDNT CORRR TOPWID EN>ST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 3376 NORMAL BRIDE, NRD 2 MIN ELTRD= 442.90 MAX EI.L -- *****t** 3470 ENCROACHMENT STATIONS= 8700.0 11922.0 TYPE= 1 TARGET= - 870@.000 37310.00@ STLSFST RAILROAD 426.13 .08 .30 426.33 .19 .01 "37298.080 30.63 426.13 .00 .00 426.32 .19 .01 .06 413.80 3730@. 14870. ;22430. 0. 8059. 5250. 0. 16998. 1432. 427.90 5.03 1.85 4.27 . a0 .070 .047 .000 .0@0 395.50 8906.16 0@0345 40. Q. 40. 2 0 a .00 1059.73 11740.45 *SECN0 37310.000 3265 DIVIDED FLOW 3370 `OWA BRIDE, NRD= 2 MIN ELTRD= 442.90 MAX ELLC= ******** 3478 ENCROACHMENT STATIONS= 8700.0 11922.0 TYPE= i TARGET= - 870@.0@0 37310.00@ 30.63 426.13 .08 .30 426.33 .19 .01 .00 413.80 3730@. 14874. 22426. 0. 8063. 5251. 0. 17005. 1433. 427.90 5.03 1.84 4.27 .0@ .070 .047 .800 NO 395.50 8906.15 000344 20. 20. 20. 0 a a .0@ 1059.78 11740.46 1490 NH CARD USED *SMC 37356.00@ 3382 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.69 3476 ENCROACHMENT STATIONS= 8700.0 12574.0 TYPE= i TART= - 870@.0@0 37350.00@ 3x;.12 426.32 .0@ .0@ 426.38 .05 .61 .04 414.80 370@0. 22808. 14492. 0. 22799. 5555. 0. 17024. 1435. 442.50 5.04 1.00 '2.61 .00 .067 .050 .00@ .808 394.20 870& 0@ 00@120 40. Q. 40. 2 0 0 .0@ 3023.42 11723.42 �4m Be 10/30/90 WSELK 12:18:56 SECNO DEPTH CWSEL ,] GLOB OCH TIME `/LOB VCH SLOPE ,LOBL XLCH CRIWS WSELK EG , ]ROB ALOE AD VROB XNL XNCH XLOBR !TRIAL IDC HV HL OLDS BANK ELEV ROB VOL TWA LEFT /RIGHT XNR WTN ELMIN SSTA ICONT CONAR TOPWID ENDST 1490 NH CARD LSED *SECNO 42860.000 3382 'WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, HRATIO = .53 3470 ENCROACHMENT STATIONS = 9800.0 12694.0 TYPE= I TARGET= - 98M.000 42860.000 31.81 427.11 .00 .00 427.17 .06 .79 .01 419.70 37380. 21089. 11012. 5198. 14350. 33827. 3875. 19009. 1647. 420.50 5.61 1.47 2.88 1.34 .080 .070 .080 008 395.30 9808.00 OPW37 2908. 5510. 3588. '2 0 0 .30 2806.66 12686.66 1490 NH CARD USED *SECNO 42930.000 3265 DIVIDED ;LCW 3 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, '•RATIO = 67 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 427.50 MAX ELLC= 426.30 3470 DCRORCHIENT STATIONS= 9800.0 12694.8 TYPE= 1 TARGET= - 9800.000 CALIFORNIA CROSSING 32.21 427.21 .08 .00 427.29 .08 42930.000 32.15 427.15 .00 .08 427.23 .08 .04 .01 42'1.40 37300. 24763. 8494. 4043. 11478. 3839. 2368. 19041. 1651. 427.50 5.62 2.16 2.B8 1.71 .070 .868 .070 .000 395.00 9888.08 .080968 70. 78. 70. 1 0 0 - 149.68 2774.28 12594.02 *SECNO 42998.888 3265 DIVIDED FLOW 3378 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 427.58 MAX ELLC= 426.38 3470 ENCROACHMENT STATIONS = 9800.0 12694.0 TYPE= I TARGET= -988& 000 42990.000 32.21 427.21 .08 .00 427.29 .08 .06 .08 427.46 37300. 24836, 8385. 4079. 11593. 3039. 2402. 19064. 1655. 427.50 5.62 2.14 2.76 1.70 .070 .060 .078 .088 395.00 9800.00 300435 60. 60. 60. 1 0 0 -159.82 2778.56 12594.60 PAGE 31 10/30190 12:18:56 SECNO DEPTH CNSEL CRIWS WSELK EG NV HL OLOSS ERN( ELEV G GLOB OCH OROB ALOB RCH RROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XN_ XNCH XNR WTN ELMIN SSTR SLOPE (LOBL XLCH XLOBR ITRIPL IDC ICONT CORAR TOPWID ENDST 1490 Ni CARD USED *SECNO 43810.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.69 3470 ENCROACHMENT STATIONS= 9808.0 12694.0 ?YPE= 1 TARGET= -9800.000 43810. M 31.95 427.25 .a0 .M 427.30 .06 .01 .01 419.70 37300. 21533. 10412. 5354. 14614. 3856. 3958. 19073. 1656. 420.58 5.63 1.47 2.70 1.35 .070 x65 .970 .808 395.30 9808.00 MOMB 20. 20. 20. -2 a 0 M 2807.8512697.85 CCHV= 100 CEHV= .300 0 8 a .00 3398.23 12000.08 1490 NH CARD USED *SECNO 44000.x00 3470 ENMACROT STATIONS= ?242.0 12000.0 TYPE= 1 TARGET= 2758.x00 44000.x00 34.07 427. as a0 +27.57 .10 5 .91 418.70 300. 8940. 20509. 7851. 3024, 5347. 5992. 19470. 1705. 420.40 5.73 1.11 3.23 1.31 .075 .865 x60 x09 393.40 9247.12 000272 750. 9%. 750. 2 a 0 .'a0 275288 12008.00 1490 NH CARD USED *SECNO 44150.000 3265 DIVIDED FLOW 3470 ENCROACH )(T STATIONS= 8300.0 12000.0 TYPE= I TARGET= 3700.000 CALIFORNIA CROSSING DAM 44158.008 16.22 427.52 .80 .00 427.63 .11 .06 .80 420.80 37300. 15066. 101 %. 12038. 9833. 2328. 6439. 19537. 1716. 429.50 5.75 1.53 4.38 1.87 .072 .943 .060 .000 411.30 8584.32 .000541 150. 150. 150. 0 8 a .00 3398.23 12000.08 1490 NH CARD USED *SECNO 4422.80a 3265 DIVIDED FLOW aAGE _ 10/33/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV 0 GLOB ;CH OROB ALOB AM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROADMENT STATIONS = 8300.0 12080.0 TYPE= I TARGET= 3700.080 44250.008 29.99 427.59 .00 .00 427.68 .29 .05 .00 420.00 37300. 14399. 12494. 104%. 10118. 3510. 65M. 19581. 1724. 428.10 5.76 1.42 3.56 1.60 .072 .265 .865 .088 397.60 8583.38 000454 100. 100. 180. 2 a a 02 3398.81 12880.00 1490 NH CARD USED +SECNO 4M. 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.43 3470 ENCROACHMENT STATIONS= 7400.0 1 625. 0 TYPE= 1 TARGET= - 7408.008 48500. NO 33.76 428.56 , m . a0 428.60 .03 .91 .01 422.00 37300. 26085. 6975. 4240. 23829. 2857. 3482. 21148. 1426. +21.60 6.36 1.09 2.44 i.22 .085 .076 a65 .000 394.88 9141.82 J00222 2400, 4250. 2808. .070 0 a a0 3469.03 11610.85 ColV= 300 CEHV= .500 2 a 0 -40.94 1495.08 11187.00 1490 NH CARD USED +SECNO 48560.000 3265 DIVIDED FLOW 3382 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 3370 NORMAL BRIDGE, NRD= 7 MIN ELTRD= 431.30 MAX ELLC= "***H* 3470 ENCAOACIMfNT STATIONS= 7400.8 11626.0 TYPE= 1 TARGET= - 7400.008 NORTHWEST HIGHAAY SPUR 348 48560.088 33.32 420.52 .88 .00 428.69 .18 .82 .87 421.80 37300. 21866. 14254. 1179. 10750. 2965. 554. 21178. 1930. 421.90 6.37 2.03 4.81 2.13 .078 .070 .065 .008 395.20 8744.88 .088909 68. 60. 60. 2 a 0 -40.94 1495.08 11187.00 PAGE 23 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS USELH EG 9 OLOB ]CH GROB PLOD AD TIME VL08 VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC *SECNO 48648.0 3265 DIVIDED FLOW HV HL DOSS BANK ELEV AROB VOL TWA LEFT /RIGHT XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 7 IIN ELTRD= 431.30 MAX ELLC= ++***+** TYPE= 3470 ENCROACHMENT STATIONS= 7400.0 11626.0 TYPE= 1 TARGET= - 7408.008 48640.000 33.39 428.59 .m 00 428.77 .18 .07 .08 421.80 37300. 21530. 14547. 1223. 10008. 2975. 561. 21205. 1933. 421.90 6.38 1.99 4.89 2.18 ,378 .070 .865 .088 395.28 8744.00 080936 Be. 80. Be. 2 e 0 -72.55 1495.88 11187.00 1490 NH CARD USED *SECNO +8700.000 3302 4RNING: :ONVEYANCE :RANGE OUTSIDE 27 PCCEPTpBLE RANGE, RATIO = 2.31 3470 ENCROACHMENT STATIONS= 7600.0 11626.0 TYPE= 1 TARGET= - 7688.888 48708. M 34.01 428.81 .06 . a 428.84 .63 .02 .05 422.08 37300. ?7522. 63304. 3474. 24520. 2887. 33177. 21236. 1936. 421.60 6.39 1.12 2.18 1.09 .075 .070 .065 .088 394.80 8140.% 000175 60. 60. 60. 0 0 .08 3420.28 11561.23 CCHV= 100 CEHV= .300 1490 NH CARD USED .82 *SECND 55308.080 .88 421.98 3478 ENCROAC Wff STATIONS= 55388.080 32.06 429.76 36988. 2%64. 4900. 7.80 .98 1.80 .008168 5258. 6600. 7200.0 11350.0 TYPE= .08 .08 429.78 2336. 30251. 2715. .81 .084 .075 5788. 3 6 I TARGET= -7288.888 .82 .94 .88 421.98 2878. 25356. 2488. 4M. 88 .075 .888 397.78 7288.80 8 .00 4124.88 11324.88 PAGE 34 1498 NH CARD USED *SECNO 57898.088 10/30/90 12:18:56 SECNO DEPTH CIS CRIWS WSELK EG HV HL OLOSS BANK ELEV 0 GLOB OCH OROB ALOB AM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CONAR TOPWID ENDST 3382 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 3470 ENCROACHMENT STATIONS= 18%.0 5270.0 TYPE= 1 TARGET= -1850.008 57898.000 38.27 430.27 .a0 .00 430.32 .05 .53 .01 427.00 36900. 12870. 7391. 1 6639. 9048. 2916. 9808. 26728. 2575. 423.00 3.12 1.42 2.53 1.85 .074 .075 .056 .080 480.00 1850.00 .100428 2180. 2590. 1620. 2 a a ae M. 09 5233.09 CCHV= .300 CEHV= .500 1490 N44 CARD USED +SECNO 58650.000 3,02 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, HRATIO = .69 3470 ENCROACHIENT STATIONS= 3200.0 5300.0 TYPE= ! TARGET= - 3208.080 58650.000 30.69 430.69 .00 a0 430.82 .13 .46 .04 423.00 36900. 7568. !@M. 18730. 3116. 2991. 7299. 27038. 2625. 430.00 8.19 2.43 3.55 2.57 .057 .075 .057 ON 488.00 3200.00 0009@1 1050, 760. 600. 2 a a 00 2066.39 5266.39 CCHV= 030 CEHV= .500 1490 NH CARD USED +SECNO 59170.080 3410 ENCRORLTO£NT STATIONS= 7008.0 8400.0 TYPE= 1 TARGET= 140&000 59170.088 38.22 431.12 .00 .08 431.33 .21 .47 .84 424.40 36900. 2684. 12327. 21%8. 1283. 3124. 5948. 27175. 2645. 424.60 8.23 2.03 3.95 3.69 .075 .070 .040 NO 480.90 7000.80 .000916 176. 520. 608. 2 0 0 .80 1408.00 8400.00 CCHV= .300 CEHV= .580 +SECNO 59230.088 3265 DIVIDED FLOW 3280 CROSS SECTION 59230.80 EXTENDED 1.97 FEET PAGE .85 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELII ES O GLOB OCH GROB ALOB AM TIME VLOB VCH VROB X10_ XNLH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 3301 HV CHANGED MORE THAN HVINS HV HL GLOSS BANK ELEV AROB VOL TWA LEFT /RIGHT XNN WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .40 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 433.70 MAX ELLC= M INI M 3470 ENCROACHMENT STATIONS= '000.0 8058.0 TYPE= 1 TARGET= 1850.080 ELM= 440.00 ELENCR= 448.00 59230.808 29.47 430.87 .30 .00 431.81 .94 .11 .36 429.10 36900. 222. 22883. 133795. 81. 2939. :763. 27185. 2646. 429.20 8.24 2. 7.79 7.83 .040 .050 .048 .888 401.48 7008.08 005788 S8. 60. 50. 2 0 1 - ?36.19 811.78 8050.00 +SECNO 59270.00 3265 DIVIDED FLOW 3280 CROSS SECTION 59270.00 :XTENDED 2.28 FEET 3 370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 433.70 MAX ELLC= +stag+++ 3470 ENCROACHMENT STATIONS= 70010.0 BOW.0 TYPE= 1 TARN= iow.000 ELENCL= 440.00 ELENCR= 435.00 1 1 1 ROYAL LANE- REVISED THE CORPS REC N STUDY BY TAKII S OUT THE I I THE PROPOSED ROYAL LAPS DESIGN Alm INSERTING THE FIS ROYAL MODELI 1 1 59220 ROYAL LAW (LS=429.7, TR--433.7); 1945 FSS APB 1978 FSS 124, WITH E.F. DUE TO FILL U/S OF ROYAL LANE 59220 STATIONS DECREASE FROM PREVIOUS MODELS U/S OF THIS POINT 59270.000 29.78 431.18 . oo .08 432.05 .87 .22 .02 429.10 36900, 313. 21843. 14744. 108. 2939. 1929. 27169. 2641, 429.20 8.24 2.89 7.43 7.64 .040 .050 .040 .000 401.40 7000.00 .005274 40. 40. 40. 2 0 0 - 295.24 837.31 8050.00 PAGE 85 1 0/x0/90 SECNO DEPTH CWSEL CRIWS WSELK EG IOB OCH GROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLM XLCH XLOBR ITRIAL IDC HV 14L OLOSS BANK ELEV AROB VOL TWA LEFT /RIGHT XNR WIN ELMIN SSTA ICONT CORAR TOPWID ENDST *SECNO 59320. M 3301 HV CHANGED 40RE THAN HVINS :302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.19 U.R.S. :X- SECTION 32.45 432.45 .00 .00 432.50 .05 .84 59320.088 31.14 432.04 .00 .00 432.29 .25 .06 .19 424.40 36900. 2362. 20452. 14886, 1323. 4466. 4141. 27198. 2648. 424.00 8.24 1.79 4.58 3.40 .Va .048 .040 .088 400.90 7088.87 .400519 50. 50. 50. 2 0 0 .00 1862.25 8071.13 *SECNO 59880.088 61500.000 32.51 432.51 .06 .00 432.53 .02 .82 3M ''ARNING: CONVEYANCE 'CHANGE CIITSIDE OF ACCEPTABLE RANGE, KRATIO = 2.02 128. 59800.000 32.27 432.27 .00 .:STD -32.43 .16 .11 .03 424.40 36900. 133 7 . 30485. 5078. 2112. 8713. 4516. 27335. 2660. 424.00 9.28 .63 3.50 1.12 .108 .040 .868 .400 400.08 6908.03 .,00127 400. 480. 490. 2 0 0 ,'08 1218.78 3118.81 *SECNO 60508.008 3280 CROSS SECTION 60508.00 EXTENDED 22.45 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.99 60508.000 32.45 432.45 .00 .00 432.50 .05 .84 .03 400.00 36900. 814. 30986. 5100. 1372. 15298. 8989. 27676. 2685. 425.00 8.39 .59 2.03 .57 .100 .040 .060 .088 48& M 5750.08 .000032 608. 700. 800. 2 0 0 .00 1679.79 7429.79 *SECNO 61508.088 61500.000 32.51 432.51 .06 .00 432.53 .02 .82 .01 446.00 36900. J. 36788. 128. 0. 28982. 686. 28286. 2714. 429.00 9.61 .00 1.27 .18 .008 .045 .080 .088 400.00 721.97 000017 1506. 1000. 708. 2 0 0 .08 1200.23 192226 PAGE ?7 10/30/90 :2:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS SANK ED G GLOB OCH GROB ALOE ACH AROB VOL TWA LEFTIRIGHT TIME I&OB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EgDST *SECNO 61880.000 .100 CEHV= 300 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 OF ACCEPTABLE RANGE, KRATIO = 61880.000 32.50 432.59 .00 .00 43256 .05 .01 .01 440.60 36980. 0. 36328. 572. 0. 19670. 1789. 28510. 2724. 424.00 8.67 .00 1.85 .32 .000 .845 .100 .000 400.00 721.96 900039 338. 380. 436. 1 0 0 .00 1013.57 1735.53 *SECNO 62100.000 62108.008 3250 432.50 a8 .00 432.58 .09 al .02 440.00 36900. 3. 35115. M. 0. 14612. 3133. 28607. 2728. 425.06 8.69 .00 2.40 .57 .000 .045 .080 .000 400.00 •909.99 300068 200. 220. 180. 1 0 L 88 1018.52 1828.51 CCHV= .100 CEHV= 300 3302 WARNING: *SECNO 62350.000 CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 64 63750.000 32.57 432.57 w 3382 WARNING: MNVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.64 .89 62350.000 32.56 432.56 .00 .00 432.60 .04 al .06 426.46 36900. 25. 36157. 7 18. 72. 2°598. 1435. 28724. 22734. 417.00 8.74 .34 1.68 .50 .060 .045 .060 .000 400.00 1169.69 008825 210. 250. 200. 2 0 0 .a0 966.59 2136.28 *SECNO 62950.808 62950.008 32.57 432.57 .a .B9 432.61 .64 .82 .98 420.00 37100. 774. 35505. 821. 1521. 2132L 1700. 29859. 2748. 422.80 8.84 .51 1.67 .48 .060 .045 .060 .000 400.80 1069.26 .000027 530. 680. 63& 1 0 8 .00 1151.06 2220.32 *SECNO 63750.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 64 63750.000 32.57 432.57 w 00 43266 .89 .03 .01 426.00 37100. 429. 33%9. 2701. 1065. 13886. 3632. 2%50. 2769. 424.00 8.94 .40 2.45 .74 .108 .045 .060 .000 400.00 986.97 .800067 9%. 800. 650. 1 6 0 .08 1215.78 2202.75 :AGE 88 ?0/30190 12:15:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL ^.LASS BAM11 ELEV G GLOB OCH 3ROB BLOB AM AROB YOL TWA LEFTIAIGHT TIME VLOB VCH VROB XNL XNCH XNN WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL iDC ICONT CORAR TOPWID ENDST + SECNO 63920.000 a A 2100.00 12000.00 CCHV= .300 CEHV= 500 63920.000 32.58 432.58 .00 .20 432.68 .10 .01 .00 426.00 37100. 548. 32630. 3923. 1284. 12038. 4352. 29521. 2774. 414.00 8.96 .43 2.71 .90 . 1 ,00 .045 .060 .000 400.00 1152.25 M79 170. 170. 170. 0 a 0 ,d0 1268.49 2420.75 * SECNO 64450,000 80. 80. 2 0 0 .00 1801.62 3010.44 64450. M 32.66 432.66 .00 .20 432.73 47 .35 .20 426.06 37100, 938. 23713. 12449. 2149. 9675. 11016. 29822. 2798. 425.00 9.04 .44 2.45 1.13 .100 .045 .060 .000 400.00 1062.07 000077 260. 530. 900. 2 0 0 .00 1798.91 2860.98 CCW= . 3 320 CEHV= 500 * SECNO 64820.000 '1,302 4WRNIN6: CONVEYANCE CHANGE IITSIDE OF ACCEPTABLE RANGE, NRATIO = .2 2470 ENCROACHMENT STATIONS= 10700.0 12800.0 'YPE= 1 TARGET= 100.000 64820.800 3 2. 60 432.60 .aB .00 432.94 .34 .37 .14 427.00 37100. +036. 22156. :0908. 2974. 3746. 7597. 29990. 2817, 025.50 9.07 1.36 5.91 1.44 .100 .250 .100 .200 40.00 10700.00 .200906 200. 370. 500. a a A 2100.00 12000.00 CCHV= .300 CEHV= 500 +SECN O 64900.000 64900.000 32.73 432.73 A .00 433.02 .29 .07 .02 429.00 37100. 651. 21954. 14495. 506. 4093. 7797. 30022. 2820. 427.50 9.08 1.29 5.36 1.86 .075 .045 .010 .0N 400.00 1200.03 000752 80. 80. 80. 2 0 0 .00 1801.62 3010.44 + SECNO 65000.800 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. NRD= 4 MIN ELTRD= 450.00 MAX ELLC= +#++++t+ IH 635 -AGE 89 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK E6 HV HL OLOSS BAN( ELEV 0 OLOB OCH OROB ALOE AM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XN. XNH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR (TRIAL IDC ICONT CORAR TOPWID ENDST 65080.000 32.84 432.84 .00 .08 433.11 .27 .38 . 01 429.08 37100. 673. 21008. 15419. 494. 4035. 7658. 30050. 2824. 627.50 9.08 1.36 5.21 2.01 .875 .045 .070 .000 400.00 1210.80 000941 100. 100. 108. 2 0 0 .00 1736.57 33016.86 *SECNO 65300.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 4 MIN ELTRD= 450.00 MAX ELLC= *******+ 65300.000 33.14 433.!4 .80 . M 433.38 .24 .27 .01 429.00 37100. 722. 20508. 15870. 534. 4114. 8061. 30136. 2836. 427.50 9.11 1.35 4.39 1.97 .075 .045 .370 .000 4M.08 1210.08 008847 300. ;00. 300. 2 0 0 .08 1738.49 812.01 *SEC% 55400.000 65400.200 33.21 433.21 . M 00 433.46 .24 .67 .00 429.00 37100. 733. 21159. 15208, 576. 4225. 8481. 30166. 2848. 427.50 9.11 1.27 5.01 1.79 .075 .045 .070 .080 400.00 I28i.35 088628 100. 108. 188. 1 8 d 08 1804.96 3812.32 CCHV= 108 CEHV= .300 1490 NH CARD USED *SECNI 67180.000 3470 EN ROACN£NT STATIONS= 2050.0 4888.0 TYk= 1 TARGET= 1958.088 67180.008 32.58 434.50 .00 .86 434.67 .17 1.28 .01 438.00 36700. 12706. 19484. 4589. 5963. 4748. 2680. 38687. 2916. 428.06 9.27 2.13 4.89 1.77 .053 .870 .080 ON 49-)@@ 2058.80 0M768 2308. 1780. 1300. 2 0 8 .08 1958.08 4888.08 1490 NH CARD USED *SECNO 678M. 0M 3476 ENCROACHMENT STATIONS= .0 6000.0 TYPE= 1 TARGET= 5999.999 67880.008 36.92 434.92 .M .08 435.01 .09 .33 .81 428.08 36700. 25497. 18498. 785. 11564, 3584. 564. I.M. 2948. 425.00 9.34 2.20 2.93 1.25 .051 .070 .100 .088 398.08 68&5.50 .080422 508. 708. W. 2 0 0 .08 1914.49 6808.08 PAGE 30 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELR EG HV HL OLOSS BANK ED D GLOB OCH GROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB X>i X.4 CH XNR WTN ELMIN SSTA SLOPE XLOBL X.LCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .300 CEW- 506 *SECNO 67980.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.70 MAX ELLC= * ******* VALLEY VIEW LANE +43.70 MAX ELLC= **+** *** *SECNO 60180.000 .06 68888.000 36.99 434.99 00 67980.008 36.92 434.92 .00 .00 435.10 .18 .05 .04 422 00 36700. .2920. 12572. 1208. 8487. 2823. 440. 30915. 2944. 425.08 9.3 2.70 4.45 2.75 no .058 .058 .088 398.00 1570.25 080583 100. 100. 100. 2 0 0 .00 1309.51 2946.75 *SEClO 68080.008 3, DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= +43.70 MAX ELLC= **+** *** *SECNO 60180.000 .06 68888.000 36.99 434.99 00 00 435.16 .18 .06 .08 422.00 36700. 22992. 12498. 1211. 9551. M. 443. 30942. 2947. 425.00 9.36 2.69 4.42 2.73 .050 .050 .050 .000 398.00 1570.07 .080573 100. 100. 100. 1 0 0 .00 1389.87 2946.93 1490 NI CARD USED 5980.0 *SECNO 60180.000 .06 3470 EN;RIY0WMT STATIONS= 68180.000 37.10 435.10 36700. 22976. 13666. 9.37 2.13 3.72 088438 100. 100. .0 5980.0 TYPE= .06 .00 435.23 58. 10772 3671. .62 .051 .05.5 100. 2 6 CCIN= .108 CEHV= .300 1490 NH CARD USED *SECNO 68350.008 3280 CROSS SECTION 6&350.00 EXTENDED i 1 TARSET= 5979.999 .12 .05 .02 428.00 93. 30973. 2951. 43200 100 .808 390.00 4004.35 0 .08 1895.65 5988.08 PAGE 91 10/30190 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK E6 HV HL GLOSS RANK ELEV O G -OB OCH GROB ALOE AM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNN WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST :470 ENCROACHMENT STATIONS= .0 3230.0 TYPE= 1 TARGET = 3229.999 68350.000 33.28 435.20 .00 ,00 435.31 .12 .08 .80 438.80 36706. 21396. 13087. 2217. 9585. 33739. 1319. 31824. M. 428.00 9.38 2.23 3.50 1.68 .856 .078 .063 .800 402.00 .014.39 M%87 148. 170. 270. 0 a 0 .00 2215.60 3230.88 :490 NH CARD USED *SECYO 68600.080 3470 FNCROACHNENT STATIONS= .0 33390.8 TYPE= 1 TARGET= 3389.999 68600.000 33.33 435.33 .00 .00 435.44 li .12 .00 428.00 36700. 19347. 11760. 5592. 9186. 3297. 3156. 31090. M. 439.00 9.40 2.11 3.57 1.77 ,054 ,070 .357 .880 402.M 1814.03 00055 150. 250. 270. 3 0 0 .00 0 1375.97 3„'90.00 1490 NH CARD 1SED +SECNO 69480.800 59488.800 37.78 435.78 .00 .00 435.90 .12 .46 .08 =28.38 36700. 3376. 11851. 6474. 7277. 3392. 3768. 31345. 3006. 428.80 9.48 2.53 3.49 1.72 .052 .088 .055 .008 398.00 1023.83 800658 710. 680. 670. 1 0 a .00 23%.26 3419.29 . , 3i N" CARD uS +SECNO 71280.0U 3302 WARNING: CONVEYANCE CHANGE ONTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.59 3479 ENCROACHENT STATIONS= 10000.6 13088.0 TYPE= 1 TARGET = 3000.880 71280.000 36.88 436.58 .00 .00 436.64 .06 .74 .01 430.00 36780. 8000. 14018. 14682. 6796. 5038. 9066. 32130. 3125. 430. 00 9.77 1.18 2.40 1.62 .061 on .051 .008 480.50 10000.00 .Owl 1760. 1800. 2100. 2 a a ,80 3000.00 13000.00 PAGE 2 1490 NH CARD USED ;SECNO 72920. M 0!30/90 1::18:56 SECND DEPTH CWSEL CRIWS WSELY EG HV HL OLOSS BANK ELEV G GLOB GCN GROB ALOB Am AROB VOL TWA LEFTIRIGHT TINE 'LOB VCH VROB XNL INCH XNR WTN ELMIN SSTA SLOPE XLDBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: - 1NVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, HRATIO = 1.70 72920.000 28.82 436.82 .00 a0 436.85 .04 .21 .00 428.08 36700. 18230. 7066. 11404. 11104. 3633. 12073. 32936. 3228. 428.06 10.04 1.64 1.94 .94 .341 .050 .052 .008 408.00 929.55 300090 1500. 1640. 1320. 2 a a .00 3293.16 4222.72 1490 NH CARD USED 436.00 .95 .038 .070 .051 .000 408.80 25.89 *SECNO .'5628.008 2 0 - . N 3645.32 3671.21 75620.008 28.96 436.96 .00 .00 437.02 .05 .16 .01 432.78 36780. 13266. 7216. 16199. 528. 3938. 14778. 33785. 3325. 428.70 10.29 2.54 1.83 1.10 .036 Na .051 .000 408.00 8488.91 M125 13x0. 2700. 1280. _ a a 00 3129.66 11618.57 1490 Ali CARD :iSED ►SECNO -7490.000 77490.000 29.64 437.14 36500. 25882. 8720. 10.45 2.06 1.82 000185 1080. 1870. 1490 NH CARD USED a0 +SECNII 80970.000 .06 8OQ7@. W 29.57 437.57 36500. 22472. 8104. 18.74 2.47 2.21 .008215 1908. 3488. 00 a0 ~3I N .06 .17 .00 433.00 1898. !2542. 4780. 2675. 334332. 3394. 434. a0 .71 .040 .075 .055 .000 407.50 748333 708. 2 0 0 .00 3238.301072213 .00 a0 4337.65 .08 .45 .01 433.50 5925. 9093. 3666. 6263. 35311. 3543. 436.00 .95 .038 .070 .051 .000 408.80 25.89 1650. 2 0 0 . N 3645.32 3671.21 1496 NH CARD USED 436.01 .05 *SECNO 83400.000 .00 436.00 5941. 83400.008 27.96 437.96 .00 36500. 13760. M. 17426. 11.11 .. 2.32 1.42 1.37 000120 2380, 2430. 2288. .0B 436.01 .05 .36 .00 436.00 5941. 3759. 12712. 36394. 3739. 436.00 036 .070 .840 .080 418.00 9919.56 2 a 0 .00 3947.56 13867.11 PAGE 93 1490 NH CARD USED 10i301�D 1'.:18:56 SECNO DEPTH CWSEL CRIWS WSELK ES HV HL MOSS BAN{ ELEV 0 GLOB am OROB ALOB AD AROB VOL TWA ;.EFT /RIGHR TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 84750.000 3265 DIVIDED FLOW 847`.,0.000 26.13 438.13 .00 36500. 16373. 5551. 14576. 11.29 2.28 1.41 1.80 008158 1200. 1350. 1400. 1490 NI CARD USED *SECNO 85000.000 3265 DIVIDED FLOW 3280 CROSS SECTION 85000.00 0TENDED .08 438.19 .06 .18 .08 439.00 7174. 3941. 8116. 379. 3859. 439.00 .037 .075 .039 .080 412. 1020.28 2 0 0 .08 3845.56 5176.3337 .17 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, %RATIO = 64 85000.000 26.17 438.17 a 00 438.26 .10 .36 .01 439.00 36500. 4913. 8683. ,.2904. 3479. 3952. 8202. 37131. MR. 439.00 11.32 1.41 2.20 2.79 .050 .075 .639 .000 412.Ov 888.08 M6384 350. 250. M. 0 0 0 .00 3999.20 5176.47 1490 NI CARD USED *SECNO 86568.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANEE, RRATIO = 2.07 3478 ENCROACHENT STATIONS= 2888.6 7188.0 TYPE= I TAR6ET= 5100.088 86560.008 28.48 438.40 as .00 438.45 .04 .18 .01 436.00 36508. 6486, 6263. 23757, 6058. 4222. 13181. 37638. 3%9. 438.06 11.51 1.07 1.48 1.88 .851 .060 .036 .088 410.80 2821.76 088898 1208. 1568. 906. 2 0 0 .00 3243.75 7188.08 PAGE 34 10/38/98 12:18:56 SECNO DEPTH CWSEL GRINS 6MX EO HV HL OLOSS BANK EL V G GLOB GCH GROB ALOB AM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR NTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1496 NH CARD USED * SECNO 87530.000 3265 DIVIDED FLOW 3302 uARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .31 3470 ENCROACHMENT STATIONS = 2000.0 7620.0 TYPE= I TARGET= 5620.000 87530.000 28.43 438.43 .00 .00 438.74 .31 .21 .08 440.60 39908. 10044. 17979. 11878. 3035. 3383. 4%8. 379%. 4825. 426.00 11.57 3.31 5.83 2.39 .358 .060 .068 .000 410.00 2028.67 .001119 600. 970. 1035, 2 0 0 .00 2226.05 7603.52 1490 NH CARD USED + SECND 97800.300 ;265 DIVIDED FLOW 33470 ENCROPICHI NT STATIONS= .0 6480.0 TYPE= 1 TARGET= 6479.999 87800.000 28.57 438.57 .30 .00 439.11 .54 .31 .07 430.00 39908. 8219. 27385. 4295. 2272. 4023. 2868. 38043. 4035. 438.00 11.58 3.62 6.81 2.08 .350 .360 .050 .000 410.06 1089.50 .401339 258. 270. 2N. 0 0 4 .00 1580.70 6488.00 CCHV= .600 CEHV= 1800 + SECNO 87869.088 3265 DIVIDED FLOW 3382 WARNING: CONVEYANCE CHANGE OUTSIDE CE ACCEPTABLE RANGE, KRATIO = .69 3470 ENCROACHMENT STATIONS= 1835.0 7470.0 TYPE= 1 TARGET = 5635. NO 87869.008 28.68 438.68 .00 .00 439.33 .65 .13 .09 450.00 39988. 5879. 30704. 3318. M. 4275. 1254. 38855. 4037. 450.00 11.58 3.45 7.18 2.65 .080 .070 .080 .000 410.00 1882.41 002812 69. 69. 69. 2 0 0 .0B 843.07 7062.53 �!A ]5 10/30/90 12:18:56 SECNO DEPTH DEL CRIWS WSELK EG NV H_ GLOSS BANK ELEV G GLOB GCH DROB XOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST +SECNO 87870.080 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 63 MIN EL 442.50 MAX ELLC= 459.00 3470 ENCROACHMENT STATIONS= 1835.0 7470.0 TYPE= 1 TARGET = 5635.008 87%0. M BELT LINE ROAD 439.13 .80 .20 439.72 .59 .34 87870.000 28.68 438.68 a8 .00 439.34 .65 .00 .00 450.00 39900. 6221. 30035. 3645. 1656. 4165. 1222. 38055. 4037. 450.30 11.58 3.76 7.21 2.98 .280 .670 .380 .008 410.00 1882.40 883977 1. 1. 1. 0 a a - 192.92 843.11 7862.53 +SECNO 87960.000 x°65 DIVIDED FLOW 3370 NORMAL. BRIDGE, NRD= 63 MIN ELTRD= 542.50 MAX ELLC= 450. a0 33470 ENCROACHMENT STATIONS= 1835.0 7470.0 TYPE= 1 TARGET= 5635.080 87%0. M 29.13 439.13 .80 .20 439.72 .59 .34 .04 450.81 39900. 6538. 29345. 4017. 1785. 4276. 1352. 38071. Sa38. 451.81 I1.59 3.66 6.86 2.97 am .170 .088 .888 411.11 1881.28 M3538 90. 90. 90. 2 0 a -202.34 850.05 7063.66 +SECNO 87 %1.080 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1835.0 7470.0 TYPE= 1 TARGET= %35.000 87 %1.000 29.14 439.14 .00 .00 439.72 .58 .08 .00 45& a1 39988, 6202. 30021. 33677. ;839. 4391. 1309. 38071. 4038. 450.10 11.59 3.37 6.84 2.65 .080 .070 .080 .000 410.00 1881.27 .002492 1. :. 1. 0 0 3 .01 850.10 7063.67 �46E :6 10130/90 12:18:56 SECNO DEPTH CWSEL CR1WS WSELK ES HV HL OLOSS BANK ELEV O GLOB OCH OROB (GLOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNN WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .300 CEHV= 500 *SECNO 88000.000 3265 DIVIDED FLOW 3470 ENCROAD40T STATIONS= 1000.0 6500.0 TYPE= 1 'ARSET= 5508.000 88000.000 29.20 439.20 .30 @B 439.88 .68 .11 .05 44100 39900. 7261. 29158. 3481. 1906. 3947. 1022. 38077. 4039. 438. 00 11.59 3.81 7.39 3.41 .080 .070 .080 .000 410.00 1075.75 283355 39. 39. 39. -2 0 0 .08 775.90 631&88 *SECNO 88030.@00 3265 DIVIDED FLOW 3370 ".ORMAL BRIDGE, NRD= 3 MIN EL TRD= +49.50 MAX ELLC= 446.5@ TYPE= - 3470 ENCROACHMENT STATIONS= .0 :1480.0 TYPE= i TARGET= 11480.088 STLSW RAILROAD 440.83 .63 .05 .00 449.50 39900. 8402. 88838.000 29.34 439.34 2666. 00 439.98 .64 .39 .01 449.58 990x. 8352. 28923, 2625. 2.-° 92. 3991. 1034. 38062. 4x40. 449.58 11.59 3.64 7.25 2.54 .080 .070 .360 .000 410.00 5925.30 .082667 30. 30. 38. 2 a a ae 334.05 1118&86 *SECNO 88050.@00 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NIB= 8 MIN ELTRD= 449.50 MAX ELLC= 446.50 3470 ENCROACHMENT STATIONS= .0 11480.0 TYPE= 1 TARGET= 11480.000 88050.000 29.40 439.40 .00 .00 440.83 .63 .05 .00 449.50 39900. 8402. 28832. 2666. 2313. 4085. 1050. 38085. 4040. 449.50 11.59 3.63 7.28 2.54 .080 .070 .080 .000 410.00 5925.09 002626 20. 2& 20. 0 0 0 .00 834.91 1110& 87 PAGE '97 10/;0/90 12:18:56 SECNO DEPTH CWSEL CRIWS HSELK ES HV HL GLOSS BAN( ELEV 0 GLOB OCH GROB GLOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XN. XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL 1DC ICONT CORAR TOPWID ENDST +SECNO 88150.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1100.0 6895.0 TYPE= 1 TARGET= 5795.008 88150. .700 29.86 439.86 .00 .00 440.35 .48 .27 a4 440.00 39900. 5880. 330921. 3100. 3269. 4935. 1758. 38105. 4643. 440.00 11.60 1.60 6.27 1.76 .150 .276 .120 .000 410.00 1100.00 W741 100. 100. 100. 2 a a 0e 1350.69 6400.97 CCHV= .300 CEHV= .500 +SECNO 89050.000 0265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE 7UTSIDE CF ACCEPTABLE RANGE, KRATIO = 2.45 THIS MODEL REPRESENTS A SHORTENED VERSION OF THE CORPS RECON MODEL. C HAVE BEEN MADE TO THE MODEL AS PER FEMA SUGGESTIONS. THESE COI/E71T CAR DETAIL THE CHANGES. NO OTHER CHANGES WERE MPJ)E. RON MORRISON, P.E. THE DISCHARGE VALUES IN THE NATHAN D. MHIER AND EFFECTIVE FIS MODELS ARE LOWER THAN THE DISCHARGE VALUES IN THIS MODEL + ++++ ++++++ta +++ + +++ ++++++++ 89050.000 31.23 441.23 .00 .00 441.29 .06 .82 .13 434.00 39408. 19473. 14919. 5508. 16622. 5323. 4589. 38475. 4112. 430.00 11.73 1.17 2.80 1.20 .000 •075 068 000 416.80 1804.38 000456 980. 900. 550. 3 a a .00 5616.48 7073.46 CCHV= 180 CEHV= .300 +SECNO 90000.000 3265 DIVIDED FLOW PAGE 98 3382 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .47 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ED O GLOB am GROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 33470 ENCROACHMENT STATIONS = 380.0 10765.0 TYVE= 1 TARGET= - 3800.000 90808.00@ 32.19 441.79 .00 .08 442.09 .38 .73 a7 438.08 39908. 6077. 25356. 8467. 3399. 4811. 3278. 38838. 4186. 448.59 11.79 1.19 5.27 2.58 ON .075 .060 .000 409.60 3800.08 382061 788. 950. 930. 2 0 D a0 2690.338 10730.68 *SECNO 90888.000 3265 DIVIDED FLOW 3382 'WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.03 3470 ENCRORCHIOT STATIONS= 1700.0 8620.0 TYPE= 1 TARGET= -1700.008 30880.000 ?8.22 442.72 .00 .00 442.79 .07 .67 .32 +37.00 ;9900. 16981. 11231. !1668. :5659. 4164. 43%. 39099. 4237. 441.38 12.08 1.38 2.70 2.66 . we , 075 . me . M 414.50 1700.00 00e5e2 5ee. 880. 780. 1 3 0 Oe +761.02 8613.45 *SECNO 9M. aee 3265 DIVIDED FLOW 3470 ENCROPOWNT STATIONS= 1700.0 9940.0 TYPE= i TARGET= - 1700.000 92090.000 32.62 443.22 .88 .0@ 443.27 .05 .48 .00 443.00 39900. 19438. 18818. %A. 28454. 4746. M. 39741. 4364. 442.50 12.08 .95 2.28 2.42 NO .075 .060 .000 410.68 1700.00 000379 %4. 1210. 1234. 2 8 0 .08 6224.10 992'1.89 *SECNO 92388.008 3265 DIVIDED FLOW 3280 CROSS SECTION 92308.08 EXTENDED 5.31 FEET 92300.000 2 28.21 4 443.31 . .80 . .08 4 443.34 . SAGE 99 10/30/90 12::8:55 SEW DEPTH CWSEL 0 OLCB QCH TIME VLOB VCH SLOPE XLOBL XLCH GRINS WSELK EG GROB ALOB ACH VROB XNL XNCH XLDBR ITRIAL IDC HV HL OLOSS BANK ELEV AROB VOL TWA LEFT /RIGHT XNR WTN ELMIN SSTA IOONT COHAR TOPWID ENDST +SECNO 93620.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 93620.000 29.63 +44.13 .00 .80 444.32 .20 .93 .05 439.58 39980. 20278, :7918. 1703. 13322. 3566. 1 1309. 41209, 4719. 437.50 12.30 1.52 5.03 1.30 .078 .060 .060 .080 414.50 1348.53 000827 2570. 1320. 1420. - 2 0 0 .00 5971.18 101 %.77 +SECNO 93670.0 3265 DIVIDED FLOW 33678.008 :3.28 444.28 .00 .00 4144. 39 .11 .06 .01 43 9.00 39900. 30446. 8537, 917. 14079. 2168. 1160. 41236. 4726. 439.00 12.31 2.16 3.94 .79 .070 .060 .108 000 431.00 1339.68 .001609 50. 50. 50. 2 0 0 .00 6270.08 18288.84 CCHV= .300 CEHV= .500 +SECNO 93730.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .55 3370 NORMAL BRIDGE, NRD= 4 MIN ELTRD= 443.50 MAX ELLC= 448.50 NON MODEL BETTER DEFINED SANDY LAKE ROAD BRIDGE WITH BT MO. DID NOT CHANGE ELEVATIONS OF TOP OF ROAD OR BRIDGE INVERT 7115T BETTER DEFINITIO OF BRIDGE TRANSISTION. THIS ALSO REQUIRED VERY MINOR CHANGE TO GR CARD. CHANGED DISTANCE FROM 8490 TO 8490.1 AND 8800 TO 8799.9 I SANDY LAKE ROAD I I 93730.000 29.87 444.37 .00 .00 444.62 .26 .16 .07 443.50 39900. '3889. 17011. 0. 7756. 3278. 0. 41249. 4733. 448.50 12.31 2.95 5.19 .00 .670 .060 .000 NO 414.58 1883.93 .005317 60. 60. 68. 1 0 0 - 679.37 4642.88 8799.11 RAGE :,V 10130/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK ES HV HL GLOSS BANK ELEV O GLOB OCH OROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH 1ROB XNL INCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 93760.008 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, 4RD= 4 MIN ELTRD= 443.50 MAX ELLC= 48.50 93760.000 30.08 444.58 .00 .00 444.79 all .15 .01 443.50 39900. 24419. 15481. 0. 8731. 3293. 0. 41257. 4737. 448.50 12.31 2.80 4.70 .00 .070 .060 080 .080 414.50 1862.07 004579 330. 330. 30. •2 0 0 -73?. 22 4894.21 8799. B3 *SEC40 93810.008 3265 DIVIDED FLOW 3382 WARNING: YANCE CHANGE OUTSIDE CF ACCEPTABLE RANGE, '.RATIO = 2.87 93810.0&0 30.29 444.79 .00 .00 444.88 .09 .06 03 439.50 39900. -Ma. 15054. 2215. 17423. 4104. 3104. 41278. 4744. +39.00 12.32 1.38 3.67 .71 .070 .060 .370 .000 414.50 1310.37 .000555 50. 50. 50. 2 0 .3 .30 6092.81 10902.27 CCHV= .100 CEHV= .300 *SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF AcCFPTABLE RANGE, KRATIO = 1.67 3470 ENCROACt9ENT STATIONS= .0 18700.0 TYPE= 1 TARGET= 10706.000 97570.000 22.63 445.63 .00 .88 445.65 .82 .76 .01 433.00 39980. 180.58. 6409. 15440. 20886. 2970. 28543. 42968. 5137. 440.00 12.98 .86 2.16 .75 .070 .060 .9% .088 423.00 631.02 088199 2100. 3760. 1780. 4 0 0 as 9128.96 9959.99 =AGE _91 *SECNO 98458.800 3265 DIVIDED FLOW I 3090 12:18:56 SEG40 DEPTH CWSEL CRIWS WSELK EG HV H. GLOSS BANK ELEV 0 SLOB OCH OROB ALOB AM AROB VOL TWA LEFT /RIGHT TINE VLOB VCH VROB XN. XNCH XNR WIN ELMIN SSTA SLOPE zLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 98450.000 23.02 445.82 .30 .00 445.84 .33 .19 .00 442.00 39900. 13464. 6718. 19777. 14063. 2843. 22088. 43691. 5300. 442.00 13.17 .95 2.36 .90 .070 .068 .3% .010 422.80 136.90 000319 M. 880. 700. 2 0 0 .08 9806.81 10019.41 *SED40 98658.000 3265 DIVIDED FLOW 98650.000 23.08 445.88 .00 .30 445.91 .02 .16 X 442.00 39900. 13486. 6642. 19771. 14320. 2856. 22384. 43871. 5345. 442.M 13.22 .94 2.33 .88 .070 .060 .041 .018 422.80 138.61 000307 200. 289. M. 1 0 0 .30 9820.83 10021.10 *SECNO 99280.000 3265 DIVIDED FLOW .0 9900.8 TYPE= I TAW= 9899.999 ********* 18.04 446.34 3280 CROSS SECTION 99280.00 EXTENDED 5.80 FEET .80 445.70 39908. 17588. 5756. 16565. 99280.000 2 3. 26 446.06 .00 .00 446.09 .03 .18 .00 440.00 39900. 18537. 5862. 15501, '15508. 2567. 19089. 44360. 5461. 443.40 13.34 1.20 2.28 .81 .370 .060 .0% M 422.80 374.05 300335 550. 630. 550. 0 0 0 .00 8407.84 9497.00 *SECNO 100040.808 3265 DIVIDED FLOW 3470 EN;ROACHNENT STATIONS= .0 9900.8 TYPE= I TAW= 9899.999 ********* 18.04 446.34 .00 .00 446.37 .93 .28 .80 445.70 39908. 17588. 5756. 16565. 14055. 2216. 18657. 44989. 5616. 443.00 13.51 1.25 2.68 .B9 .070 1060 .191 .111 428.30 1019.99 .000399 760. 768. 760. 2 3 0 .80 8265.60 9753.46 SAGE :1- *SECNO 104608.000 :0/30/90 12:18:56 SEGO DEPTH CWSE CRIWS .:SELK EG HV HL GLOSS BANK ELEV G SLOB GCH GROB ?LOB AN AROB VOL TWA !LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE YLOBL XLCH XLOBR ITRIAL !DC ICONT CORAR TOPWID ENDST 33265 DIVIDED FLOW f++f ++*++t 20.56 447.50 .00 39900. 6936. 7972. 24992. 13.88 1.14 3.31 1.30 M753 2100. 4568. 15010. .00 447.56 .05 1.18 .01 444.17 6083. c409. 19226. 46369. 5942. 446.44 .070 AN .090 .000 426.94 594.93 2 0 0 a0 8209.81 9235.92 +SECNO 105530.000 33265 DIVIDED FLOW *+Mimii+t 21.18 448.08 .00 44700. 1232. 7702. 35766. 14. re 1.13 3.77 1.33 M47 651 920. 950. *SECNO :06080.000 3265 DIVIDED FLOW 00 448.14 .06 ..8 .00 439.60 1092. 2041. 26959. 46974. 5085. 442.30 .070 .060 .090 .000 4 26.90 3152.66 2 0 0 . a0 5819.37 9355.78 tr+++af+t 27. ej 448.45 .00 0.700. 2311. 7163. 22225. 14.16 1.29 3.40 .97 000421 500. 550. 825. +SECNO 110580.000 3265 DIVIDED FLOW 3280 CROSS SECTION 110580.0! EXTENDED .00 448.51 105 .37 .00 4339.10 1787. 2107. 22979. 47489. 6192. 443.50 .070 .260 .090 .000 421.20 2647.86 2 0 0 .00 5960.27 9037.75 1.21 FEET 3470 ENCROACH£NT STATIONS= 4680.0 11930.0 TYPE= I Tau= -4600.000 t+t+tt►;+ 26.21 458.21 .30 .00 450.25 .04 1.74 .00 449.50 31700. 9918. 8023. 13756. 10434. 3166. 10196. 4%37. 6696. 448.00 14.86 .95 2.53 1.35 .078 .060 .070 .000 424.08 4608.08 000488 1700. 4500. 4380. 2 8 0 .00 6984.30 11930.00 PAGE .03 10/30/90 1 12:18:56 Ti U.S. ARMY CORPS OF ENGINEERS - FORT NORTH DISTRICT T2 UPPER TRINITY RECON STUDY *ELM FORK TRINITY RIVER+ EXISTING CONDITIONS T3 •t 130 YEAR ff" DISCHARGES: 2 -YR 5 -YR 10-YR 25 -YR %-YR 100-YR SPF JI ICHECK INO NINV IDIR STRT METRIC NVINS O MSEL FO -1 7 4.00000 424.0 2 NW IPLOT PRFVS XSECV xSECN FN ALLDC IBM CHNIM ITRACE 3 -1 ''AGE .04 10/30!90 .2:18:56 SECNO DEPTH CWSEL CRIWS WSELH ES !IV HL OLOSS BAWL ELEV 0 GLOB OCH OROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH AM XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 3 a CDIV= 100 CEW- .300 0. 3. 412.20 M +SECNO 3270.000 623.64 . ae 1676.36 2388. tip 00 416.70 IRVINE BLVD. 5593. 9567. 5673. 7431. 18. :210.000 38.38 +24.00 M 4-24.00 424.03 .03 24008. 7233. 11336. 5431. 9683. 5821. 7525. . 30 .75 1.95 .72 .070 1 048 .070 300041 a. 0. 0. 0 0 0 CCHV= 300 CEHV= .500 +SECNO 3305.000 3265 DIVIDED FLOW .30 .A +16.70 0. 3. 412.20 M 385.70 623.64 . ae 1676.36 2388. tip 3370 NORMAL BRIDGE. '4RD= ? MIN ELTRD= "1.20 MPX El LC= ++"I"! .OB .00 424.04 3305.000 38.30 424.00 . d8 . M 424.03 .03 2 1 4 00 416.70 24000. 7 550. 10857. 5593. 9567. 5673. 7431. 18. 1. 412.20 .01 7? 1. ?1 .75 .070 .040 .070 .008 385.70 620.45 .008850 35. 35. 35, 0 0 0 .a0 1647.56 2300.01 *SECNO 3335. ON 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 441.20 MAX ELLC= ++++++w 3335.000 A 30 424.01 .OB .00 424.04 .03 .88 .00 416.70 24000. 7551. 10835. 5594. 9570. 5674. 7433. 34. 2. 412.20 .01 .79 1.91 .75 .070 .040 .070 .000 385.70 620.43 Am 30. 36. sB. 0 8 0 .00 1647.59 2388.02 CCHV= 100 MN .300 *SECNO 3370.000 3370.000 338.31 424.01 .88 .00 424.64 .03 .00 .08 416.70 24008. 7234. 11334. 5433. %88. 5822. 7529. 52. 4. 412.20 .02 .75 1.95 .72 .070 .040 .870 .000 385.70 623.60 000041 35. 35. 35. 0 0 8 .08 1676.42 2380.02 ?AGE 135 10/30/90 12:18:56 SECNO DEPTH CISEL CRIW9 WSELN EG HV HL AD% SAW ELEV 9 OLOB OCH we ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH V'ROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XUBL XLCH XLOBR iTRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 3750.000 37°„0.000 39.02 424.02 .80 .08 424.05 .03 .01 .00 413.00 24000. 6552. 12152. 52%. 9574. 6150. 7842. 250. 18. 410.00 .10 .68 1.98 168 .070 .040 .070 .000 385.00 626.29 088036 300. 380. 450. 0 0 0 .00 1674.09 2300.38 *%DC 4956.000 49%.080 41.06 424.06 .00 .30 424.10 .34 .34 .08 410.00 24000. 6180. 12673. 5147. M. 6405. 7208. 876, 66. 410.00 .34 .70 1.98 .71 .070 .040 .070 .000 38100 1026.67 000035 1000. :200. 1400. 0 a a .00 1446.48 2473.15 *SECNO 4970.000 3265 DIVIDED FLOW 3370 '40RMAL ?RIDGE, NRD= ? MIN ELTRD= 438.80 !SPX Pt LC= * * * * 11 424.06 .00 .00 ^ SH 356 .06 .00 410.00 24000. 6857. 133872. 4871. 4970.000 41.06 424.06 .o .00 4.24.10 .04 .00 .08 410.06 24000. 6057. 13072. 4871. 8690. 6444. 7065. 8%. 61. 410.00 34 '0 2.04 .69 .070 .340 .070 .080 383.00 1022.21 .388037 20. 20. 20. a 0 0 .30 1432.19 2478.46 *SECNO 5030.000 3265 DIVIDED FLOW 3376 NORW BRIDGE, NRD= 2 MIN ELTRD= 438.86 MAX ELLC= ******** 5030.000 41.06 424.06 .00 .00 424.10 .04 .06 .00 410.00 24000. 6857. 133872. 4871. 8690. 6404. 7065. 917. 61 410.00 .35 .70 2.04 .69 .070 .040 .070 .000 38100 1022.21 000837 66. 60. 66. 0 0 0 .00 1432.19 2478.40 *SECNO 5050.000 W.300 41.07 424.07 .08 .08 424.10 .03 .30 .08 410.00 24000. 6564. 11%8. 5467. 8817. 6404. 7206. 927. 64. 41& M .36 .74 1.87 .76 .070 .645 .070 .000 383.00 1026.68 000839 M. 20. 20. 0 0 1 .a0 1446.46 2473.13 R6E 106 :x/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV 0 GLOB OCH GROB ALOE ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR 1TRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 6750.008 *SECNO 6850.000 3302 '4ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRAT10 = .61 424.15 6750.000 38.54 424.14 .00 .00 424.22 .08 .11 .02 412.30 240@0. 6086. 15128. 2786. 5793. 5332. 3266. 1662. 117. 420.00 .85 1.05 2.84 .85 .070 .045 .070 .000 385.60 1050.00 .58 000106 1800. 1700. 1700. 0 0 0 .00 1216.95 2266.95 *SECNO 6790.000 3265 DIVIDED FLOW :370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 49.00 MAX ELLC= **** * *** *SEax, EM. 00 3265 DIVIDED FLOW .00 CRIXP RAILROAD 41_'.32 1676. 118. ;20.00 6790.000 338.55 +24.15 .00 .00 424.23 aB 24000. 5110. 14947. 3943. 5216. 5333. 4806. .59 .98 2.80 B2 .370 .045 .070 J001'33 40. 49. 40. a 0 a *SEax, EM. 00 3265 DIVIDED FLOW .00 ..'l 41_'.32 1676. 118. ;20.00 000 30 1106.74 .30 1338.22 2466.96 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 449.00 MAX ELLC= ******** 6805.000 38.55 424.15 .00 .08 424.23 .08 .00 .M 412.30 24000. 5112. 14942. 3%. 5228. 5334. 4811. 1681. 119. 420.00 .98 2.80 .82 .070 .045 .670 .000 305.60 1106.72 .59 000103 15. 15. 15. 0 0 0 .00 133L 25 2466.97 *SECNO 6850.000 6850.000 38.55 424.15 .00 .00 424.23 .08 .00 .00 412.30 24000. 6091. 15118, 2791. 5803. 5335. 3273. 1697. 120. 420.00 .59 1.05 2.83 .85 .370 .045 .070 .800 385.60 1050.00 M105 45. 45. 45. 0 0 a .20 1216.90 2266.98 RAGE 12' 10/30/90 12:18:56 SECN0 DEPTH C66U CRIWS WSELK EB HV HL OLOSS BANK ELEV U GLOB UCH GROB ALOB ACH AROB ✓ L "WA LEFT /RICHT TIME VLOB VCH VROB XNL %NCH XNR :ITN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CCRAR TOPNID ENDST *SECNO 11168.000 1 0 0 208.40 1347.84 2861.07 *SECNO 14105.888 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.44 11168.000 33.68 424.68 .00 .00 424.86 .18 .60 .03 412.00 44200. 15222. 21181. 7797. 9841. 4526. 5813. 3340. 252. 410.08 .98 1.55 4.68 1.34 .070 .035 070 000 391.00 '966.70 000172 3850. 4310. 4450. 2 0 0 .00 1552.44 3519.13 *SECND 14040.000 14040.000 31.87 425.17 .00 .00 425.31 .14 .44 .00 411.50 44200. 9997. 19595. 14608. 7065. 4585. 10682. 4773. 356. 410.40 1.29 1.42 4.27 1.37 .070 .035 .070 .000 393.30 1513.26 000136 3000. 2880. 2900. 2 a 0 .00 :552.69 3065.95 *SECNO 14075.000 3302 WARNING: CwI EYE CIWNGE OUTSIDE OF 4=PTABLE RANGE, KRATIO = 52 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 413.80 MAX ELLC= 413.88 3470 ENCROACHMENT STATIONS 0 3000.0 TYPE= 1 TARGET= 2999.999 PROCTOR ROAD 14075. 000 31.89 425.19 .08 .00 425.32 .13 .01 .,V 413.40 44508. 16207. 15076. 13217. 6397. 4134. 5918. 4768. 3 3 58. 414.50 1.29 2.53 3.65 2.23 .078 .835 .070 .008 393.30 1513.23 088499 35. 35. 35. 1 0 0 208.40 1347.84 2861.07 *SECNO 14105.888 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 413.80 MAX ELLC= 413.80 3470 ENCROACHMENT STATIONS= .0 3088.0 TYPE= 1 TARGET= 2999.999 14105.888 31.90 425.28 .08 .00 425.33 .13 .01 .00 413.40 44508. 16212. 15861. 13227. 6487. 4137. 5938. 4799. 358. 414.50 1.29 2.53 3.64 2.23 .078 .035 .870 .088 393.30 1513.19 088497 30. 30. 30. 0 0 0 -200.40 1348.31 2861.58 ?AGE .38 10/30/90 122:18:56 SECNO DEPTH CWSEL CRIWS 4SELK EG HV HL DLOSS BANK ELEV 3 GLOB OCH 7ROB GLOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN %TA SLOPE XLOBL XLCH XLOBR 'TRIAL IDC ICW MHAR TOPWID ENDST *SECNO 14140.000 3302 WARNING: CONVEYANCE DHANBE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.17 14140.000 31.94 425.24 .00 .00 425.34 .10 .01 .08 411.50 44500. 8893. 17367. 18240. 7 099. 45 %. 13268. 4816. 360. 410.40 1.30 L 25 3.78 1.37 .370 .035 .070 .008 393.30 1513.12 300106 35. 35. M. 1 0 0 .00 1552.93 -4066.04 *SECNO 14530.008 1453'0.000 33.58 425.28 .00 .00 425.39 .11 .05 .00 409.00 44500. 10315. 18735. 15450. 3072. 4985. 11762. 5087. 376. 408.20 1.35 1.28 3.76 1.31 .370 .035 .070 .000 391.70 1526.61 000095 400. 390. 550. 2 a 0 . A 1461.83 2988.64 *SECNO 1456x.000 =285 DIVI'ED FLOW 3370 NORMAL 'BRIDGE, NRD= 2 MIN ELTRD= 444.40 MAX ELLC= **** **** *SECNO 14680.000 3265 DIVIDED FLOW 00 .01 4%.68 5103. 377. 406.60 000 390.40 1534.35 08 1441.90 2996.25 3376 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 444.00 MAX ELLC= *****+** 14680.000 SH 183 425.28 .a0 .00 4 25.41 14560.000 334.87 +25.27 00 .00 425.40 .13 44500. :0550. 17215. 16736. 7782. ' -4951. 12152. 1.35 1.36 4.36 1.38 .370 1 035 .070 000121 39. 3a. 30. 1 a 0 *SECNO 14680.000 3265 DIVIDED FLOW 00 .01 4%.68 5103. 377. 406.60 000 390.40 1534.35 08 1441.90 2996.25 3376 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 444.00 MAX ELLC= *****+** 14680.000 34.88 425.28 .a0 .00 4 25.41 .13 .01 .00 466.60 44580. 10550. 17213. 1 .6737. 7785. 3952. 12156. 5169. 381. 406.80 1.37 1.36 4.36 1.38 .070 .035 .070 .000 390.40 1534.34 .080121 120. 120. 126. 0 0 0 .08 1441.92 29%.26 XEE 109 I 0130/90 12:18:56 SECNO DEPTH CWSEL CRIWS AStLK ED HV QL OLOSS BAW ELEV O GLOB OCH GROB ALOE ACH AROB VOL TWA !EFT /RIGHT TIME VLOB Vqi VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL 'DC ICONT CORAR TOPWID ENDST *SECNO ;4700.000 14700.'x@0 33.61 425.31 .00 a0 425.42 .11 .00 .00 49.00 44500. 10322. 18720. 15458. 8088. 4990. 11784. 5180. 382. 408.20 1.37 1.28 3 3.75 1.31 .070 .035 .370 x00 391.70 1526.72 0080°5 20. 20. cB. 2 a 0 30 1462.00 2988.71 *SECNO :7360.000 17360.000 33.67 425.57 .00 .00 425.62 .05 .20 .01 +04.20 44500. 27134. 9959. 7407. 23086. 3134. 6022. 6788. 474. 406.90 1.79 1.18 3 1.23 .070 .035 .070 .000 391.90 1055.36 300068 2600. M. 2100. a 0 a .20 1813.58 2868.93 :490 NH CARD U%D *SECNO '8520.000 3470 E^X:ROACHW STATIONS= 2308.0 57331.0 TYPE= 1 'ARGE ?= -_300.000 I852'x. M 32.95 425.65 .08 .00 425.66 .03 % .00 413.06 44500. 28702. 11755. 443. 39347. 5225. 5486. 7884. 543. 413.M 2.x8 .73 2.25 .74 .272 .x35 .370 .000 392.70 2330.08 .000037 1168. 1160. 1168. i x 0 .00 3415.07 5715.27 1490 '01 CARD USED *SECNO 18620.000 3470 ENCRORO MIT STATIONS= FRAZIER DAN 18628.000 25.% 425.66 4450& 38447. 9261. 2.18 .79 2.11 .008055 M. 108. 231L9 5731.0 TYPE= .80 .08 425.69 4792. 38486. 4382. .91 .088 .035 180. 0 0 1490 NH CARD USED TARGET= - 23N.BB0 .82 .00 .08 412.90 5248. 7997. 551. 411.98 .070 .000 394.70 2380.00 0 .80 3415.67 5715.07 1490 NH CARD USED 5731.0 *SECNO 18670.000 .00 3470 ENCROACHIENT STATIONS= 18670.800 32.96 425.66 44500. 28705. 11752 2.12 .73 2.25 000037 50. 50. 238&8 5731.0 TYPE= .00 .m 425.69 4643. 39365. 5226. .74 .072 .035 58. 8 a TARGET= - 2308.000 .03 .00 .08 413.00 5488. W. 555. 413.00 .370 .800 392.70 2380.00 a .a3 3415.09 5715.89 PAGE I10 !0/30/90 12:18:56 SECNO DEPTH CWSEL CRINS .SELK EO HV HL GLOSS SANK ELEV O GLOB GCH ]ROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL !DC ICONT CORAR TOPWID SST 1490 NH CARD USED 5731.0 *SECNO 19M. M ,00 3470 ENCROACHMENT STATIONS= 19000.000 29.99 425.69 43600. 32283. 6008, 83 1.39 AM9 330. 330. 2300.0 5731.0 TYPE= ,00 .00 425.71 5309. 39106. 4307. .94 .age .065 330. 1 0 1 TARGET= - 2300.080 .01 .02 .00 414.90 5651. 8428• 581. 412.% .370 .008 395.70 2388.00 a .08 3415.14 5715.14 1490 Ni CARD USED 2510.0 5030.0 TYPE= 1 TARGET= 2520.800 STOREY LANE *SECNO 21000.088 22476.000 37.51 425.91 .08 21000.000 37.50 425.80 .00 .80 425.82 .02 .11 .00 412.80 43600. 18256. 6468. 18876. 21982. 4598. 17924. 10538. 725. 411.90 2.75 .83 1.41 1.05 .085 a65 .060 .000 388 30 1984.37 000057 2100. om. 16M. 2 a 0 2998.63 4883.00 1490 W CARD USED *SECNO _2400.000 366 :DARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RAKE, cRPlIO = .61 3470 ENCROACHMENT STATIONS= 2600.0 4881.0 TYPE= I TARGET= -2600.080 22400.000 36.79 425.89 .00 .08 425.93 .04 .10 .01 =12.00 43600. 23758. 9862. 9981. 19615, 4236. 7084. 11502. 791. 412.30 2.96 1.21 2.33 1.41 .088 .065 .088 .000 389.10 2600.80 .000154 1150. 1400. 9%. ! 0 a .28 2269.00 4869.00 1498 NH CARD USED *SECNO 22470.880 3265 DIVIDED FLOW 3370 `jORMAL BRIDGE, NRD= 2 MIN ELTRD 434.30 MAX ELLC= +*****+* 3470 EN ROACIIENT STATIONS= 2510.0 5030.0 TYPE= 1 TARGET= 2520.800 STOREY LANE 22476.000 37.51 425.91 .08 .00 425.94 .03 .01 .80 42.40 43600. 23818. 10021. 9761. 21252. 4689, M. 11554. 795. 413.50 2.97 1.12 2.14 1.21 on .065 078 000 388.48 2524.86 .000126 70. 70. 70. 0 0 0 .00 2421.39 5023.33 MTWu :3!30/90 12:18:56 XASS PAW ELEV AROB "A SECNO DEPTH CISEL CRIWS HSELK EB O GLOB OCH OROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC *SECNO 22570.000 3265 DIVIDED FLOW HV HL XASS PAW ELEV AROB "A TWA LEFT /RIGHT XNR WIN ELMIN SSTA ICONT CORAR TDPWID ENDST 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 434.30 MAX ELLC= filHill 3470 ENCROACHMENT STATIONS= 22570. M 37.52 425.92 43600, 23827. 10011. 2.99 1.2 2.13 M125 loo. 100. 2510.0 5030.0 TYPE= .06 .00 425.95 9762. 21290. 4693. 1.21 .380 .065 100. 0 0 I TARGET= E520.m .33 .01 .00 412.40 8083. 11632. M. 413.50 .076 .000 388.40 2524.81 0 .00 2427.61 5023.38 1490 yH CARD USED *SEWO 32680.300 3470 ENCROACHMENT STATIONS= 22680.000 36.83 425.93 43600. 23799. 9843. 3.01 1.21 2.32 000152 110, 110. 2 +881.0 TYPE= . 30 .00 25.97 9958. 19698. 4245. 1.41 .080 .365 118. 0 0 TARGET= x'600.000 .04 .a2 .N 412.'10 7083. 11715. 886. 412.30 .080 M 389.10 2680.'U 3 ae 2266.03 4666.03 1490 Ni CARD IJSED ;SECNO 26306.000 3470 ENCROACHMENT STATIONS= 3300.0 5898.0 TYPE= 1 TARGET= -3300.080 26380.000 36.34 426.34 .00 .N 426.38 .84 .41 .00 413.70 46100. 24224. 7035. 14641. 17126. 3254. 13663. 13648. 946. 411.20 3.52 1.41 2.41 1.03 .080 .865 .085 .300 398.08 3308.00 .088153 2550. 3628. 2250. 2 0 0 .08 2585.02 5885.02 1490 NH CARD USED *SECNO 29350.000 3470 ENCROACHMENT STATIONS= 5880.0 7646.0 TYPE= 1 TARGET= -5800.000 29350.000 38.07 426.77 .00 .88 426.83 .06 .45 .81 412.88 4610& 18863. 10236. 17001. 12066. 3248. 10527. 15171. M. 416.98 3.85 1.56 3.15 1.62 .085 .065 .080 .300 38& 70 5800.00 000250 2240. 3050. 1990. 2 0 0 .80 1834.82 7634.82 'AGE .._ 10/:0190 12:18:56 3ECN0 DEPTH CWSEL CRIWS ZELII EG HV HL OLOSS B'W ELEV U GLOB UCH UROB GLOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB X11 XNCH XNN 'ATN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPNID ENDST 1490 NH CARD USED +SECNO 29400.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 33.90 MAX ELLC= ****+*** 3470 ENCROACHMENT STATIONS= 6000.0 7787.0 TYPE= 1 TARGET = - 6080.000 29400. M LOOP 12 37.58 426.78 .20 .00 426.84 06 .01 .0B 412.00 46100. 19144. 9349. 17606. 11156. 3123. 112`'6. 15200. 1057. 412.40 3.86 1.72 2.99 1.57 .375 .065 .075 000 389.20 6888.00 000219 50. 50. 50. 0 0 0 .00 '.729.00 7775.21 +SECNO 29520.000 3265 'DIVIDED FLCW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 4333.90 MAX ELLC= * *+++*** 3470 ENCROACHMENT STATIONS= 6000.0 7787.0 TYPE= I TARGET= -5008.008 29520.000 37.61 426.81 .J0 ZT0 426.87 .06 .03 .88 412.00 46100. 19146. 9335. 17619. :1181. 3127. 11255. 15270, 1062. 412.40 3.88 1.71 2.99 1.57 .075 .065 .075 000 389.20 6000.00 .080218 120. 120. 120. 0 6 0 .00 1729.50 7775.30 1490 NH CARD USED +SECNO 29568.000 3470 ENCRORCHIIENT STATIONS = 5800.0 7646.0 TYPE= 1 TAROT= - 5888.888 29560.000 38.12 426.82 .00 .00 426.88 .06 .01 .00 412.80 46100. 19822. 9459, 16819. 12111. 3M. 10569. 15294. 1864. 416.90 3.88 1.64 2.91 1.59 .075 .365 .075 .008 388.70 5800. a@ .088213 40. W. 40. 0 0 0 .08 1834.90 7634.90 GAGE :13 13!30/90 12:18:56 9ECPk1 BEPTH CNSEL CRIWS WSELK ES HV HL GLOSS BANK ELEV p )LOB GCH GROB ALOB ACH AROB IA L TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED 0 0 -478.88 3514.63 10238.63 ►SECNO 31380.000 3470 ENCROACHMENT STATIONS= 7300.0 10500.0 TYPE= 1 TARGET= .,200. 008 31300.008 38.62 427.12 .30 .00 427.15 .03 .27 .00 414.36 46108. 27693. 7729. 10678. 21976. 3676. 10247. 16306. 1144. 415.90 4.18 1.26 2.10 i.04 .080 .070 .088 .008 388.50 7300.00 3 161 1500. 1740. 1200. 1 3 0 08 3200.00 I05A.00 1490 'S CARD USED +SECNO 34160.000 3280 CROSS SECTION 34160.00 EXTENDED 4.70 FEET 34160.080 32.80 427.50 a .00 427.53 .03 .38 +13.38 46100. 36471. 5136. 3493. 29134. 2639. 3835. 18055. 1298. 418.10 4, 03 1. ='S 2.33 .91 .081 .070 .073 .000 394.70 5896.00 3'00183 2200. 2860. 1550. 2 0 0 .20 3429.65 '0325.65 CCHV 330 CEHV 500 �. 1490 NH CARD USED +SECNO 341'91.000 3280 CROSS SECTION 34190.00 EXTENDED 3.60 FEET :3302 'dARNING: CONVEYANCE CHAISE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .52 3370 NORMAL ?RIDGE, NRD= 2 MIN ELTRD= 425.40 MAX ELLC= 422.70 ?AGE 114 #SECNO 34230.080 3288 CROSS SECTION 34238.00 EXTENDED 3.62 FEET WILDWOOD DRIVE 34190.000 32.39 427.49 .08 .80 427.55 .06 .01 .01 425.50 46100. 40197. 5002. 981. 20346. 3086. 1092. 18075. 1301. 425.40 4.63 1.98 1.66 .82 .078 .070 .073 .800 395.10 6724.00 000681 30. 30. 30. 0 0 0 -478.88 3514.63 10238.63 ?AGE 114 #SECNO 34230.080 3288 CROSS SECTION 34238.00 EXTENDED 3.62 FEET 10130/90 2':18:56 427.52 .00 .00 427.58 .06 .03 .00 425.50 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK E EV D GLOB GCH DROB ALOB ACH AROd VOL TWA LEFT /RID4T TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPt XLOBL XLCH XLDBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 425.40 MAX ELLC= 422.70 34230.000 2.42 427.52 .00 .00 427.58 .06 .03 .00 425.50 46120. 40197. 4994. 909. 20383. 3009. 1100. 18090. 1304. 425.40 4.64 1.97 i.66 .83 .078 .070 .073 •088 395.10 6724.00 MM77 40, W. 40. 1 0 0 - 478.80 3515.53 10239.53 1490 &M CARD USED +SECNO :4260.000 AB0 CROSS SECTION 34260.00 EXTENDED 3.2' FEET 3302 WARNING: CONVEYANCE C4WE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.03 34260.300 : "c. B1 427,57 .00 A0 »27.60 .03 .dl 01 413.30 46100. ]6757. 5828. :515. ]0103. 2646. 3885. 18119. 1307. 418.10 "'E" ;, '.'0 .?8 d78 .372 d70 .008 :94.70 5700.00 .000164 7 0. 30. CO. 2 d 0 .00 3626.84 10326.84 CCHV= 100 E<N 308 1490 NH CARD ISED .00 427.92 +SECNO 372G..0.0BB 27057. 5913. 3470 ENCROACHMENT STATIONS= 3 37250.080 33.65 427.85 46100. 28237. 17863. 4.95 1.04 3.02 M158 1600. 2m. CCW-- .300 CEW-- .580 1490 NI CARD USED +SECNO 372%.080 3265 DIVIDED FLOW 3786.6 :'574.0 -YPE= .00 .00 427.92 e. 27057. 5913. .08 .080 d58 2608. 2 0 ^AGE :I5 3'02 WARNING: CCNVEYAN;F CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATI0 = .63 TARGET= -8700.880 .d7 .31 •01 414.80 a. 19578. 1442. 442.50 000 .088 394.20 8700.06 8 .00 33024.89 11724.89 ^AGE :I5 3'02 WARNING: CCNVEYAN;F CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATI0 = .63 10l30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BAN( ELEV 0 GLOB am OROB ALOB Am AROB VOL TWA !EFT /RIGHT TIME VLOB VCH VROB XNL XN3i XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3376 NORMW. BRIDGE, NRD 2 MIN ELTRD= 442.90 MAX ELLC= *+++*+++ 3470 ENCROACHMENT STATIONS= 8700.0 11922.0 'YPE= I TARGET= - 8790.M 37310.000 STLSF&T RAILROAD »27.'9 .00 a8 428.01 .22 .01 3724.x00 32.n 427.,9 .00 a8 428.x1 .22 .01 .00 413.80 46100. 20A05. 26895. a. 9450. 5629. a. 19680. 1444. 427.90 4.95 2.12 4.64 .ae 270 x46 DM axe 395.50 8902.27 .;379 40. 40. 40. 2 0 a .00 1074.69 11743.77 *SECNO 37310.008 3265 DIVIDED FLCW 370 "+ORMAL °RIDGE, `1RD= 2 MIN ELTRD= 442.90 MAX ELLC= ****+*+* 3470 ENCROACHMENT STATIONS = 8700.0 11922.0 -YPE= 1 TARGET= - 8700.8 37310.000 32.29 »27.'9 .00 a8 428.01 .22 .01 413.80 46100. 20010. 26090. 0. 9455. 5631. 8. 19607. 1445. 427.90 4.96 2.12 4.63 .00 .070 .046 .000 .080 395.50 8902.2 308379 20. 20. 20. a a a .de 1074.74 11743.78 1490 NH CARD USED *SECNO 37358.M 3382 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.82 3470 ENCNOACHWNT STATIONS= 8700.6 12574.6 TYPE= 1 TAPBET= -8700.000 37350.000 33.82 428.02 .08 .00 428.07 .85 .01 .05 414.88 46100. 330349. 15751. 0. 27534. 5953. & 19630. 1447. 442.50 4.% 1.10 2.65 .00 .067 .050 x18 .000 394.20 8700.00 000114 40. 40. 40. 2 0 0 .00 3025.06 11725.06 PAGE 116 1490 NH CARD USED *SECNO 42860.008 10/30!90 12:18:56 OLOSS BANK ELEV AROB VOL SECNO DEPTH CWSEL CRIWS W5ELK E6 O WIG OCH GROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLDBR ITRIAL IDC HV HL OLOSS BANK ELEV AROB VOL TWA LEFT /RIGHT XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .55 3470 ENCROP1511ENT STATIONS= 9800.0 12694.6 TYPE= I TARGET= -9800.000 42860.000 33.43 428.73 .20 .08 428.79 .06 .71 .00 419.70 46100. 27 11849. 7004. 17528. 5180. 4881. 21966. 1559. 420.50 5.52 1.55 2.83 1.43 ON .070 an .000 395.30 9800.00 200377 2900. 5510. 3500. 2 0 0 00 2820.91 12628.91 1490 NH CARD USED *SECNO 42930.080 3370 NORMAL BRIDLE, NRD= 2 MIN ELTRD= +27.50 MAX ELLC= 426.30 2470 ENCROACHMENT STATIONS= 9800.0 1269 TYPE= 1 - ARGET= - 98m.000 42990.008 CALIFORNIA CROSSING 428.80 .00 .08 428.87 .07 .05 42230. d00 33.76 428.76 28 d0 428.333 .37 04 .01 427.40 46100. 33051. 6804. 6246. 14699. 3261. - `L'005. 1664. 427.50 5.53 2.25 2.09 1.86 .070 .860 .370 .000 395.00 9800.08 000766 70. 70. 70. i d d -2 2810.33 12610.33 *SECNO +2990.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 427.50 MAX ELLC= ♦26.30 3476 ENCROACHMENT STATIONS= 9800.0 12694.0 TYPE= 1 TARGET= - 9800.008 42990.008 33.80 428.80 .00 .08 428.87 .07 .05 .00 427.40 46188. 33065. 6765. 6270. 14792 3270. 3396. 22034. 1668. 427.50 5.53 2.24 2.07 1.85 .070 .860 .870 .800 -'95.00 9840.80 .048751 60. 60. 68. 1 0 0 - 213.60 2810.81 12610.81 1490 NH CARD USED *SEGVO 43010.080 3302 ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.62 SAGE 117 1arx,96 12:18:56 SECNO - IEPTH CWSEL CRIWS WSELK EEG HV HL OLOSS BANK ELEV OLOB OCH GROB ALOB ACH No VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XMR WTN ELMIN SSTA SLOPE XLOBL XLCH XLDBR ITRIAL IDC ICONT CORAR TOPYID ENDST 3470 ENCROACHMENT STATIONS= 9800.0 12694.0 TYPE= 1 TARGET= -988.000 43010.000 33.53 428.83 .8 .00 428.89 .05 .01 .0 1 419.70 46100. 27692. 11237, '171. 17724. 4201. 4944. 22846. 1669. 420.50 5.54 1.56 2.67 1.45 .370 .065 .070 .008 395.33 988.00 .300287 20. 20. 2a. 1 a a 6e 2821.79 12621.79 CCHV= . CEHV= 300 1490 "61 CARD USED *SECN0 44000.000 3470 ENCROPC STATIONS= 9242.0 12660.0 TYNE= TARGET= 2758 W 44000.000 35.63 429.03 .00 .00 429.13 .09 u, .0 j 418., , 46100. 1 "'674. 022. ;1405. :0322. 6727. - 1621. 22519. ?718. 426.40 S.64 1.23 :.�7 11.50 .375 .365 .D60 .080 393.46 9244.48 000259 750. 990. ?50, 0 .00 2755.52 :24!66.30 :490 •+H CARD USED *SEC' +T) 4415x.000 3265 DIVIDED :=LOW 33470 E'jCP.OACIMT STATIONS= 8300.4 12000.0 TYPE= : TARGET= 3700.000 31.54 CALIFORNIA CROSSING DAM .00 .00 429.22 .88 .64 .00 420.00 +4151200 17.78 429.68 .00 .00 429.18 29 .05 .30 428.80 46100. 13821. 10650. 15629. 13159. 2595. 8157. 22603. 1729. 428.50 5.66 1.51 4.10 1.92 .074 .043 .060 .088 411.30 8577.52 .080416 150. 150. 150. 0 0 0 .00 3409.89 12088.08 1490 NH CARD USED *SECNO 44256.000 3265 DIVIDED FLOW 3470 EtcpOADMNT STATIONS = 8300.9 12080.0 TYNE= 1 TWUz 3700.000 44250.000 31.54 429.14 .00 .00 429.22 .88 .64 .00 420.00 46100, _9424, 12804. 13871. 13436. 3773. 8196. 22660. 1737. 420. 10 5.67 1.45 3.39 1.69 .073 .065 1065 .088 397.68 8577.23 84375 100. 100. 100. 2 a 6 .8 33410.39 12008.00 PAGE 12 10/30190 12:18:56 SECNO DDEPTH ''WSEL CRIWS WSELH EB HV HL 3LOS5 BANK ELEV O GLOB OCH OROB ALOB ACH PROB a TOUT LEFT/RIGHT TIME VLOB VCH vROS XNL xNCH XNR ATN E MIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORPR TOPWID ENDST 1490 NH CARD USED .002374 60. 68. 60. 2 0 0 - 145&09 :600.00 11187.00 *SECNO '8500.000 3470 ENCROADIMENT STATIONS= 7400.0 11625.0 TYPE= 1 TARGET= - 7400.000 48500.000 35.19 429.99 .00 . m 430.82 .03 °8 .08 422.00 46100. 32910. 7501. 5690. 27867. 3827. 4220. 245` 1940. 421.60 6.24 1.18 2.48 1.35 .085 .070 .465 308 '494.80 8136.83 000212 2480. 4250, 2800. 2 0 0 .N 3476.41 11613.24 CCHV= .300 CEHV= .508 1490 NH CARD USED *SECNO 48560.000 3265 DIvIDED FLOW ?302 '4ARNI%: ' ONVEYANCE ..;iANGE OUTSIDE OF AC EPTABLE PN6E, RATIO = 33 :370 NORMAL BRIDGE, 4RD= 7 MIN ELTRD= 431.30 MAX ELLC= *** ***** -470 ENCROACHMENT STATIONS= 7400.0 11626.0 TYPE= M 48648.000 NORTHWEST HIGHWAY SPUR 348 4 30.12 .08 .00 430.33 48560.000 3 4.73 429.93 .00 .00 4338.14 .21 .33 .09 421.80 46100. 28781. 15814. 1505. 11363. 3.069. 633. 24563. 1943. 421.90 5.25 2.53 5.15 2.38 .078 .070 L65 .300 335.20 8744.00 .002374 60. 68. 60. 2 0 0 - 145&09 :600.00 11187.00 *SECNO 48640.088 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 7 MIN ELTRD= 431.30 MAX ELLC= ******** 3470 ENCROAQWff STATIONS= 7400.0 11626.0 TYPE= 1 TARGET= - 7400.000 48648.000 34.92 4 30.12 .08 .00 430.33 .21 .19 .00 421.80 46100. 28780. 15815. 1505. 11363. 3869. 633. 245%. 1946. 421.90 5.25 2.53 5.15 2.38 .078 .070 .065 .080 395.20 8744.00 002375 80. 20. 80. 2 0 0 - 1761.35 1600.00 11187.00 PAGE 119 :0!30/90 12:18:56 3L09S BANK ELEV AROB VOL SECJO DEPTH CHSEL CRIWS 4SELK ES 0 ]LOB OCH OROB ALCB ACH TIME )LOB VCH VROB NL XNCH SLOPE XLOBL XLCH %LOBR ITRIAL IDC 4V 4L 3L09S BANK ELEV AROB VOL TWA LEFT'RIGHT XNR WTN ELMIN SSTA ICONT COFAR TOPWID ENDST 1490 NH CARD USED *SECNO 48700.000 33Z2 WARNING: C.ONVEYMCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.84 3410 ENCROACHMENT STATIONS= 7600.0 11626.0 TYPE= 1 TARGET= - 7600.000 48700.000 35.57 430.37 .30 30 430.40 .03 .02 .05 422. D0 46100. 24676. 6714. 4710. 28964. 3373. 3953. 24626. 1950. 421.60 6.26 1.1 2.18 1.19 .075 .070 .365 030 394.80 8135.47 N8161 60. 60. 60. - 2 a 3 N 3460.64 11596.11 CCHV= 100 CGJiV 330 1490 NH CARD USED .00 31.26 *SEC% 55330.000 35339. 6915. ;410 ENC4CPCHMENT STATIONS= 5s5 33.54 -31.2 45200. 6645. 5261. 7.63 :.04 1.83 . 0152 2 6600. 30.0 . 1 .350.8 "PE= 30 .00 31.26 3294. 35339. 6915. 9a .084 075 5700. a - ARGET= - 1200.000 1490 NH CARD L6ED *SECNO 57890.000 3382 'WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 'RATIO = .66 3470 ENCROACHMENT STATIONS= IBM.0 7 658. 4456. 2417. 422.80 .375 .000 397.70 7200.40 3 .00 4131.95 11331.35 1490 NH CARD L6ED *SECNO 57890.000 3382 'WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 'RATIO = .66 3470 ENCROACHMENT STATIONS= IBM.0 5270.0 TYPE= i TARGET= -1850.000 57890.008 31.68 431.68 .80 .08 431.73 .05 .46 .01 427.00 45208. 16365. 7643. 21193. 11306. 3170. 11278. 31083. 2593. 423.00 7.95 1.45 2.41 1.88 .074 .875 .8% 800 490.00 1850.00 000347 2180. 2590. 1620. 2 0 0 .09 3394.19 5244.19 CCTV .309 CEW- .5m 1490 "91 CARD USED *SECIO 58650.800 33w 'WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RW16E, KRATIO = .68 = =-E 120 :4,341194 c:1B:6 _ECHO DEPTH CW SEL C2IWS WSELK EG HV HL GLOSS BANK ELEV 3 GLOB 0CH 20B AAB ACH AROB VOL TWA LEFTIR13HT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 EIJCRORD*ST STATIONS= 3200.0 5300.0 TYPE= 1 TARGET= -3208.000 58650.800 32.02 432. & . A .00 432.15 .13 .38 .04 4 23.08 45200. 9986. 1 11160. 2 3987. 3250. 9802. 31462. _642. 1130.30 3.02 2.56 3.43 2.67 .057 .075 .057 J08 =00.00 3208.E .000757 ;058. 76 @. 608. 2 0 0 : 00 2@76.75 5276175 c0v- .330 CEHV= .500 1490 w CARD USED 4SECN0 59170.@00 3470 ENCROACHMENT STATIONS= 7 000.4 9400.0 TYPE= 1 TARGET= '1408.000 59170.@00 31.47 432.37 .a8 .00 432.60 .23 .41 •05 424.4 45200. 3314. 13267. 28616. 1535. 3370. 7210. '11624. "c:6U. 424.3a 8.06 ?.16 3.94 3.97 .375 .370 448 .008 -00.90 7388.28 000824 172. °2e. Ea@. 3 3 � 14@0. a@ 4a@. 3@ CCHV= 3n CEHV .500 *SECNO _9230. M 3265 DIVIDED FLOW 3280 C�{M SECTION 59230.@0 EXTENDED 3.17 CEET 3301 HV CHANGED +TORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE Ol1TS1DE OF ACCEPTABLE RANGE, KRATIO = .37 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 433.70 MAX ELLC= ffH+ * 3470 ENCROACINNENT STATIONS= 708@.0 8050.0 TYPE= 1 TARGET= 1050.@00 ELM= 440.00 ELENCR= 440.08 230 59. @00 30.67 432.07 .86 .00 433.12 1.05 .11 41 429.1@ 45200. 883. 23241. 21156. 209. 2939. 2429. 31636. 2664. 429.20 8.06 3.83 7.91 8.71 .040 .050 .048 .30@ 401.4@ 70@8.0@ @05971 60. 60. 68. 2 0 1 - 473.65 910.72 8058.00 10/30/90 12:18 :56 SECNO DEPTH CWSEL CRIWS WSELK ES 0 SLOB OCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR :TRIAL IDC *SEC%. 59270.300 .86 .21 424.40 3265 DIVIDED FLOW 3123. 23998. 18079. 1576. 3280 CROSS SECTION 59270.00 EXTENDED 3.50 FEET HV HL DLOSS SANK a EV AROB VOL TWA EFT;RIGHT XNR AIN ELMIN SSTA ICONT CORAR TOPWID ENDST 3370 %M BRIDGE, NRD= 2 MIN TRD 433.70 MAX ELLC= ******" 3470 ENCROACHMENT STATIONS= 7000.0 9050.0 TYPE= I TARGET= 1050.000 ELENCL= 440.00 ELENCR= 435.06 ROYAL LANE- REVISED THE CORNS RECONN STUDY BY TAKING OUT THE THE PROPOSED ROYAL LAPS DESIGN AND INSERTING THE FIS ROYAL MODELI - --- --- --- - - - - -- - - - -i =,9220 ROYAL 'LANE (LS= 429.7,':8 4 33.'1; 1945 FSS AND 1970 FSS 424, '44TH E.F. DUE " FILL U/S OF ROYAL _ANE :9c L' STATIONS DECREASE FROM PREVICUS "ODELS U/S OF THIS POINT 59270. M. 31.04 +32.40 .30 .30 433.37 .38 .23 4 29.13 45200. 990. Z'2027. ::2183. 255. - ?39. 2621. '1641. c664. +29.20 9.06 3188 7.49 9.46 340 .050 .040 .300 401.40 7088.00 005363 40. 4. 40. _ d 0 - 539.30 937.13 305L U * SECNO 59320.300 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.22 U.R.S. X- SECTION 59320.000 32.45 433.35 .00 .00 433.64 .29 .86 .21 424.40 45200. 3123. 23998. 18079. 1576. 4920. 4833. 31651. 2666. 424.00 8.07 1.98 4.88 3.74 .078 .040 040 000 488.98 7084.34 .M!8 50. 50. 50. 2 a d M :070.12 8075.06 * SECNO 59800.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE 9 ACIEPTABLE RAND, KRATIO = 1.85 =ACE :_ 10/30/90 :2:18:56 SECNO DEPTH :WSEL CRIWS WSELK EG RV HL ^.LOSS BAW `'-"X O GLOB OCH GROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XN. XNCH XNR WTN ELMIN SSTA SLOPE XLCBL XLCH XLOBR ITRIAL 1DC ICONT CORAR TOPWID ENDST 59800.000 33.59 433.59 .00 .''M 433.79 .20 .12 .03 424.40 45200. 1915. 36166. 7119. 2500. 9170. 5275. 31804. 2678. 424.00 8.10 .77 3.94 1.;5 :08 040 .060 000 408.00 6964.15 ''.80151 400. 460. 490. 2 0 0 .08 1218.62 8122.77 +SECNO 50500.x00 280 CM SECTION 60500.00 EXTENDED 23.81 CEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE DF'ACCEPTABLE RANGE, KRATIO 2 1.96 60500.000 33.81 433.81 .00 .20 433.87 .07 .05 .04 400. M 45200. 965. 36923. '312. 1441. 15995. 10524. 32179. 2763. =25.00 8.20 .67 2.31 .69 .100 x40 x60 x00 480.00 5750. a0 0000.39 500. � gam, 1 a 0 .00 1685.26 7435.26 +SECNO 51500.200 51500.080 33.88 433.88 .00 a0 433.91 DI 440.00 45M. 0. 44965. 235. 0. 32:65. 9 2828. 2732. 46. 00 8.39 .00 1.48 .25 .000 045 .280 .000 400.00 716.48 NM 1500. 1000, 700. 2 a a 80 1209.89 1926.37 +SECNO 61880.x00 33302 ARNING: CONVEYANCE CHANGE CUTSIDE OF ACCEPTABLE RANG£. !!RATIO = .67 61880.000 33.87 433.87 .a0 .M 433.94 .07 .01 .02 440.00 45200. 0. 44305. 895. 0. 20659. 2197. 33066. 2742. 424.00 8.44 .00 2.14 .41 .000 1045 .108 .000 400.08 716.47 888849 338. 380. 438. 1 8 0 .08 1023.18 1739.65 +SECNO 62100.088 62108.008 33.87 433.87 .00 a8 433.98 .11 .01 .32 "0.00 45200. 0. 42514. 2686. 0. 15373. 3774. 33169. 2747. 425.x2 8.46 .00 2.77 .71 .088 .045 .080 .088 488.00 884.51 .008086 2w. 220. 180. 1 a 0 .08 1028.11 1832.62 =AGE 123 WAIN 12:18:56 SECC% DEPTH C'WSEL CRIWS '4SEL4 Er. HV HL GLOSS 3AW ELEV ] GLOB OCH OROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIC 'JLOB VCH VROB :1& XNG4 ;NR WTN ELNIN SSTA SLOPE ?LOBL XLCH XLOBR ITRIAL :DC ICCNT CORAR TOPWID DM57 CCHV= .100 CEHV= .3 1 20 *SEC110 8350, 000 33302 WARNING: CONVEYANCE CK#*e OUTSIDE OF RCCEPTABLE RAM E, KRATIO = 1.62 62350. M :3.94. 433.94 .22 20 434. B0 .35 .31 .31 426.40 452x0. 41. 44101.,• 1058. 96. 3643. 1711. 33294• 2752• 417.00 8.°3 .43 1.87 .62 .360 1045 .860 M 400.00 :167.52 "00033 210. 250. 200. 2 a a 00 975.41 '142.93 *SECNO 62950.0010 62950.000 33.96 433.96 .00 YB 434.02 .05 .32 .00 420.00 45300. 1138. 42928. 1233. 203. 22303. 2042. 33649. 2767. 422.80 3.59 .633 1.32 .60 &0 a45 .960 008 4@0.00 1065.29 200&14 `30. 608. 630. 0 a .00 1160.79 *SEENC 63750.300 33302 WARNING: CONVEY NCE CW)K OUTSIDE OF ACCEPT4BLE RANGE, KRATIO = 65 53750.080 33.96 433.96 2a .30 134.07 .11 . 04 .02 426. a 45300. 666. _M9. -016. 1317. :4580. 4370. 34070. 2788. 424.30 ?.67 .51 2.79 .32 .130 .045 .060 .7100 400.80 982.88 300881 M 900. 650. 2 0 0 . !0 1224.01 :°36.89 *SECW 63920.000 63920.000 33.97 433.97 .00 R 434.09 .13 .01 .01 426.00 45300. 859. 38810. 5631. 1600. 12627, 5220. 34147. 2793. 414.00 8.69 .54 3.07 1.08 .100 .045 .868 .008 400.00 1148.08 a00095 170. 170. 170. 0 0 0 .100 1276.85 2424.92 *SECNO 64450.000 54450.000 34.08 434.08 .00 .00 434.16 .08 .06 .00 426.06 45300. 1415. 27753. 16131. 2654. 1 10217. 12520. 34482. 2817. 425.00 8.77 .53 2.72 1.29 .180 .045 .860 .000 400.00 1057.82 mm 260. 530. 9m. .00 1807.41 2865.23 PROE 1_4 10!30190 :2:19:56 SECNO DEPTH CWSEL CRIWS WSELK EE HV HL OLOSS BANK ELEV O 'LOB OCH GROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL :NCH XNR WTN ELMIN SSTA SLOPE ;LOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCM1= .300 CE1N= 506 *SECNO 64820.600 3302 WARNI,%- CONVEYANCE CHANGE OOTSIDE CF ACCEPTABLE RANGE, KRATIO = .32 3470 ENCROACHMENT STATIO`& 10700.0 12800.0 TYPE= I TARGET= 2100.000 64820.000 34.04 434.04 .30 .20 434.35 .00 .38 .12 427.00 45300. 5773. 24294. :5233. 3779. 4048. ?50`1. 34684. 2835. 425.50 9.80 :.53 6.00 :.60 .100 .ra .100 .000 400.06 10700.00 380841 200. 370. 500. 2 0 0 .30 2100.00 12800.30 xHV 338 CEW-- .566 a 00 1745.58 3016.27 *SECNO E49N. 000 64900.000 34.16 434.:6 m 00 434.43 .27 .06 .01 429.00 45300. 1070. 24233. 19997. 710. %477. 9781. 34714. 2839. 427.50 3.80 1.`1 5.41 '.04 375 .145 .370 .000 406.00 1204.56 380679 S0. 90. U. 2 1 1 to 1811.32 3015.98 *SECNO 65000.300 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 4 MIN E'_TRD= 458.00 MAX ELLC= ******** *SECNO 65388.008 3265 DIVIDED FLOW 3376 NORMAL BRIDGE, NRD= 4 MIN ELTRD= *50.20 MAX ELLC= ******** 65300.000 34.53 IH 635 .30 .00 434.77 .23 .25 .01 429.00 45300. 1122. 22641. 65000.008 34.26 434.25 .00 .00 434.51 .25 .08 .01 429.00 4530x. 1078. 23068. 21154. 684. 44@4. M. 34748. 2643. 427.50 8.81 1.58 5.24 2.21 .075 .045 .070 .000 480.00 1207.41 .000875 100. 1 @@. 100. 2 0 a 00 1745.58 3016.27 *SECNO 65388.008 3265 DIVIDED FLOW 3376 NORMAL BRIDGE, NRD= 4 MIN ELTRD= *50.20 MAX ELLC= ******** 65300.000 34.53 434.53 .30 .00 434.77 .23 .25 .01 429.00 45300. 1122. 22641. 21537. 722. 4477. 9934. 34850. 2855. 427.50 8.83 1.55 5.06 2.17 .075 .045 .378 .000 400.00 1206.74 ,4,3ym 200. 300. 388. 2 0 a .00 1747.34 3017.33 ^AGE .25 10130/90 :2 SECNO DEPTH ".WSEL CRIWS 4SEL.'{ EG HV HL JLOSS RAW ELEV 9 GLOB OCH OROB ALOB ACH AROB VOL 761i :.EFT /RIGHT TIME VLOB JCH VROB '(% XNLN XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR :TRIAL IDC ICONT CORAR TOPWID DOT *SECNO 65400.080 65400.000 34.60 434.60 .30 .00 434.84 .24 .07 .30 429.00 45300. 1148. 23552. 206M. 776. 4599. 10414. 34886. 2859. 427.50 8.84 1.48 5.12 1.98 .375 a45 .870 .800 400.00 1203.21 .3W586 100. 100. 100. 1 a 0 .'a0 1814.41 3017.61 CCHV= .100 CEW= 300 *SECNO 67880. P100 .ae 3470 ENCROACHMENT STATIONS= 1490 ^M CARD USED 436.17 44900. 222649. 1 9.06 .39 *SECNO 67180.080 380403 500. -00. 28 a 3470 E%ROPCHIENT STATIONS= 3050.0 4000.0 - VK= 67180..'80 33.88 435.80 .00 .20 435.% 44906. 193224. :0662. 5915. 1 650. 5864. 9. J0 2.40 4.08 :. 30 a53 .2 200691 2 in. 1780. :300. = L :490 �M CARD USED Ease. a *SECNO 67880. P100 .ae 3470 ENCROACHMENT STATIONS= 67880.300 38.17 436.17 44900. 222649. 1 9.06 .39 2.99 380403 500. -00. CCHV= 300 CEHV= 500 4SECNO 67980.000 3265 DIVIDED FLOW a Ease. a - `DE= .ae . 30 436.27 935. 3657. 3823. :. 31 .051 .a70 see. 28 a TARGET= 1950.000 16 1.11 .01 436.00 3119. 35508. 2935. 428.00 3B8 800 402. to 2050. 3 28 :950.2 4-a00.a0 TARGET= :999.999 :a 31 .01 429.30 638. 35736. -1959. +c5.D0 ;08 .300 398.08 4677.EE a �e :922.34 6000.00 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.70 MAX ELLC= tt++ats+ VALLEY VIEW LANE 67980.000 38.17 436.17 .00 J0 436.37 .20 .35 .05 422.00 44900. 29798. IM65. 1537. 9912. M. 518. 35772. 2963. 425.W 9.07 3.01 4.58 2.97 .058 .050 .050 .000 198.00 1556.18 J00599 100. 100. 100. 2 0 0 .00 1317.64 2950.82 ?AGE :26 ;0/30/90 2:18:56 SccCNO DEPTH CWSEL CRIWS WSELK EG HV 4L im SANK ED G GLOB ]CH GROB GLOB ACH ARDB !/OL TWA LZFT /RIGHT TIME VLOB VCH VROB XNL XNCH %NR WTN EIJ4IN SSTA SLOPE XLOBL XLCH XLGBR ITRIAL IN ICONT CORAR TOPWID ENDST *SECNO 68080.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, M= _MIN ELTRD 443.7a FAX ELLC= F*+F++** 68M. 38.24 436.24 .90 ,'N 436.43 .19 .96 .08 422.6 44900. 29867. 13493. 1539. 9976. 2969. 522. 35803. 2966. 425.90 9.08 2199 4.54 2.95 .050 6150 .au .000 398.M 1566.90 tM9 100. 100. 100. 1 a 0 M 131100 2951.00 1490 NH CARD USED +SECNO 68180.00 3472 :NCR.OACHMENT STATIONS= �aIaa.ON 38.37 436.37 44900. 29946. :4857. 9.09 2.32 '.'q .008415 100. 100. a 0980.3 `e N 436.0 12es5. 3924. 74 -15 w5 1618. _ J CCFiV 100 CEHV= Zoo 1490 W CARD USED }SECNO ,8358. 000 3280 CROSS SECTION 68350.20 EXTENDED 3470 ENCROACHPIENT STATIONS= 68350.000 34.46 436.46 44900. 27977. 13796. 9.11 2.38 3.43 .IM98 140. 170. 1490 141 CARD USED }SECNO 68600.000 c.47 FEET .0 3230. a TYPE= .08 a0 436.58 3127. 11732. 4024. 1.85 .055 .179 270. 0 0 3280 CROSS SECTION 68600.00 EXTENDED .58 FEET 3470 ENCROACHIENT STATIONS= .0 3390.0 TYPE= 68600.000 34.58 436.58 ae .00 436.68 44900. 25088. 12152. 7660. 11155. 3497. 9.13 2.25 3.47 I.93 .054 .070 000487 150. 250. 270. d 3 1 *}RGET= _070 OOO . is .05 .2w =28.161 131. 7 5838. 91 432. M :418 0061 :98.98 476.44 3 .00 :903.56 5980.80 TARBET= 3229.999 .11 .88 .0 430.00 1692. 35898. 2977. 428.0 .063 .800 402.00 1010.60 0 .80 2219.40 3236.80 I TARGET= 3389.999 .16 .10 .00 428.00 3%4. 35977. 2987. 430.00 .057 .000 402.00 1010.27 0 .00 2379.73 3390.00 - GCE _ 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG 0 ;LOB OCH 9ROB ?LOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR !TRIAL IDC 1490 NH CARD USED 10661. s 202. 3145. 430.tO +SECNO 69480,000 ?. +? 1. "7 .360 .380 69480.000 38.97 436.97 .00 .00 437.08 44980. X%6, 12186. 9748. 8637. 3576. 9.20 2.66 3.41 1.92 .352 no 000584 710. 880. 670. 1 0 1490 NH CARD USED +SECNO 71280.000 3382 :WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K0110 = 1.52 3470 ENCROACHMENT STATIONS= 10000.,) :3000.3 TYPE= 1 TARGET= 3000.000 71280.000 37.22 437.72 30 .30 +37.78 .06 .69 .01 42. a 44900. 11', 36, 14908. .8856 8334. 61 23. 10661. s 202. 3145. 430.tO 3.48 34 ?. +? 1. "7 .360 .380 JS 1 .300 400.50 .080 300252 1'.60. 1900. 2100. 2700. 0 j 00 3000.00 13000. IV 1490 % CARD USED +SEC,% 72920. ,)00 3.302 ;WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, �RAT1C = :.65 72920.000 29.95 437.95 .00 .00 437.99 .04 .21 0 428.00 44900. 21755. 7934. 15211. :2477. 3855. 14229. 38125. 3247. 428.00 9.74 1.74 2.06 L07 .042 .050 .052 .300 408.00 926.14 000093 1500. 1640. 1320. 2 0 0 .00 3300.37 4226.51 1490 NH CARD I15ED HY HL OLOSS BANK ELEV AROB VOL TWA LEFT /RIGHT XNR WTN ELKIN SSTA ICONT CORAR TOPWID ENDST .12 .40 .00 428.00 5071. 36279. 3026. 428.00 .354 .008 3398.00 1828.06 3 .00 2403.28 3423.25 - AEE 1L9 +SECNO 75620.000 .00 +SECNO 77490.000 3422. 77490.000 :0.77 438.27 44600. 31605. 9573. 75628.000 38.10 438.10 .00 .00 438.16 .06 .16 .81 432.70 44900. 15315. 8041. 21544. 5783. 4194. 17532. 39084. 3345. 428.70 9.97 2.65 1.92 1.23 .036 .060 .051 .080 408.80 8485.53 .000126 1300. 2700. 1200. 2 0 0 .00 3136.08 11621.61 1490 NH CARD USED .00 +SECNO 77490.000 3422. 77490.000 :0.77 438.27 44600. 31605. 9573. 10.13 2.14 1.89 080183 1080. 1870. .00 .00 438.33 3422. 14762. 5074. .89 .041 .075 700. 2 0 .06 .17 .00 433.00 3836. 39710. 3413. 434.00 ,055 000 407.50 7480.40 0 .a8 3244.31 10724.70 10130190 12:18:56 SED40 DEPTH CWSEL CRIWS 4SELK EG HV HL GLOSS BANK ELEV O GLOB OCH ]ROB ALOB ACH AROB ,, QL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH 'NR WTN cELMIN SSTA SLOPE XLDBL XLCH XLOBR ITRIAL :DC ICONT CORAR TCPWID ENDST 1490 NH CARD USED *SECNO 80970.000 80970.000 30.68 438.68 .00 .10 438.76 08 .42 .00 433.50 44600. 26564. 8650. 9386. :0777. 3865. 8451. 40856. 3563. 436.00 10.41 2.46 2.24 1.11 D39 .070 .351 .000 408.00 22.44 100205 1900. 3480. 1650. 1 1 .00 3653.70 3676.14 1490 NH CARD USED *SECN] 83400.000 83400,000 29.06 439.06 .00 00 439.11 .35 .35 .10 436.00 44200. 15872. 5880. 22448. 6845. +023. 15890. 42156. 375 ?. 436.010 10.78 2.32 1.46 1.41 136 .070 'Al .300 410.00 9916.50 000117 2380. 2430. 2200. _ 0 0 .00 3953.67 13870.17 1490 'JH CARD USED *SECNO X4750.000 °4750.000 27.23 439.2'_ i0 .30 =33.29 16 ,2 4 , 1100 44200. 19801. 6156. :8244. 8587. 4265. 10821. -627. 3884. 439.40 10.?6 2.31 1.44 1.69 .20 075 .342 , M 412.00 131i.33 X0160 200. :350. 1400. 2 3 0 .J0 4162.28 5179.31 1490 NH CARD USED *SEuV 85000. M 3280 CROSS SECTION 85000.& EXTENDED 1.27 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 85080.000 27.28 439.28 .00 .30 439.36 .08 .06 .01 439.00 44200. 7600. 9214. 27386. 5046. 4276. 10915. 43056. 3909. 439.00 11.00 1.51 2.15 2.51 .0.50 .075 .042 .000 412.00 880.00 308355 350. 250. 200. 0 0 0 .00 4299.41 5179.41 1490 NI CARD USED *SECND 86560.000 7 265 DIVIDED FLOW ^AGE :-'9 ta�3a / ?0 12.19:56 :EC,NO DEPTH 'WSEL CRIWS WSELK EG HV HL GLOSS 8IN11 ELR'' G GLOB am GRUB ALOE AM AROB VOL TWA :EFT /PISHT 'IME VLOB VC1i VROB XNL XNCH XNR WTN ELMIN SSTA ELOPE XLOBL XLCH XLOBR ITRIAL IDC 1CONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE CF ACCEPTABLE RANGE, KRATIO = 1.95 3470 ENCROACHMENT STATIONS= :00.0 %100.0 TYPE= I TARGET= 5100.000 86560..'00 9.49 439.49 a0 J@ 439.54 .05 .18 .00 436.00 =4200. 8290. 7..2. ?8797. 7'39. 5501. 15405. 43654. 4002. 438.a0 1' ..15 1.58 I.87 a51 .068 .036 080 410.80 2015.13 t@0094 1200. .560. M. 2 a 0 .00 3448.60 7100.00 1490 NH CARD USED *SECNO 87530.0 65 a1v,DED FLCW a2 gRNi "1S: ;CNVEYANCE :RANGE OUTSIDE CF ACCEPTABLE RANGE, KRATIO = 33 3470 ENCRCACHNENT STATIONS= 2800.0 7620.0 TYPE= I TARGET= 5628.008 37530.000 _9.54 439.54 . n .00 439.82 .28 .2! .07 440.00 4600. :2923. 18674. 17004. 3816. 3256. 6521. 44877. 4061. 426.a12 2222.24 3. s9 5.'S 2.61 a50 a60 .057 aN 410.00 :819.7! .301019 500. 970. 1035. 2 0 0 M 2289.31 7608.64 1490 M CARD USED *SECNO 87800. M 3265 DIVIDED FLOW 3470 ENCRORCIIENT STATIONS= 0 64%.0 TYPE= 1 TARGET= 6479.999 87800.8012 29.64 439.64 .00 448.19 .55 .29 .08 430.08 48600. 10916. 29861. 7923. 2748. 4226. 3883. 4414.1. .1 4078. 430.08 11.25 3.97 7.07 2.54 .250 068 050 088 410.00 1088.5) M1 x2 258. 270. 288. 2 0 0 .30 1593.81 6480.06 CCHV= .608 CEHV= .BBB *SECNO 87869.880 :3;33 12:18:56 EECNO DEPTH CWSEL CRIWS 4S @.K =3 HIV 'IL CLASS BANK ELEV % %LOB OCH )ROB SLOB ACH AROB �& TWA LFfT /R.IGHT 'IME VLOB VCH VROB XNL INCH ,NR WTN EMIN SSTA LOPE XLOBL XLCH XLOBR 'TRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE 'OF ACCEPTABLE RANGE, KRATIO = .65 3470 ENCROACHMENT STATIONS= .975.0 747e.e TYPE= I TARGET= 5635.008 87869.000 29.74 439.' .08 00 +40.49 .75 .14 .16 450.00 -9600. 8042. 35528, 5031. 2017. 4544. 1567. 4 4155. 4872. 458.08 . 1.25 3.99 7. 92 3121 Dee .070 080 008 410. M 1879 J83167 53. 63. 69. 1 0 3 . 08 959.34 i%5.17 +SELYO 37870.'300 3265 DIVIDED FLOW 3370 ^ORMAL ?RIDGE, NRD= z3 MIN El- - .RD- 442.E0 MAX ELLC 450. tlo 3470 ENCRCACHMENT STATIONS= :835.0 7470.0 TYPE= 1 TARGET= 5635.008 5635.000 ?ELT LINE ROAD 30.25 440.25 .08 .00 440.92 57870.088 29.74 439.7 30 00 1140.49 .75 .08 .00 150. a 48600. 8455. 34668. 4 478, 1963. 4429. 1530. 4415 4072. 450.N 11.25 11 .31 7.93 3. 8 .088 .070 .080 .008 418.08 1879.76 004497 I. 1. 1. 0 0 0 - 215.14 559.48 7065.19 +SECNO 87960.008 3M DIVIDED FLOW 3378 NORMAL BRIDGE, NRD= 63 MIN ELTRD= 442.50 MAX ELLC= 458.00 3470 ENCROACHMENT STATIONS= ?835.0 7470.0 TYPE= 1 TARGET= 5635.000 87960.000 30.25 440.25 .08 .00 440.92 .67 .38 .05 458.06 48600. 8840. 33816. 5944. 2115. 4560. 1681. 44172. 4874. 450.00 11. c6 4.18 7.42 3.54 .080 .270 .080 .000 418.08 1878.47 9 n. 30, 90. 2 0 0 - 225 .97 867.47 7866.48 =ACE .31 10/30/90 .2:18:`6 SECNO _EPTH CWSEL -RIWS ZELH EG HV HL "LOSS BANS ELEV ] SLOB 9CH )ROB kOB AM AROB VOL TWA LEFT%RIGHT TINE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE %LCBL XLCH XLOBR (TRIAL IDC ICONT CORAR TOPWID BIDST *SECI,ti 87961,,V@ ,.'265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1835.0 7470.0 TYPE= ; TARGET= 5635.008 37961.7!00 30.26 +40.216 jo .08 440.93 .67 4 j@ 450.08 48600. 8445. 34660. 5495. 2177. 4682. 1721. 44172. 4074. 458.00 11.26 3.88 7.40 3.18 .380 .070 .088 M 416.00 1878.46 .252771 1. 1. 0 0 0 .30 367.52 7066.49 CC}N= .300 CEHV= .500 *SEDIO 88800. I'M :265 CIVIDED F_IA 3410 Eh:.ROACHMENT 6TATIGNS= 1000.0 :500.0 'Y^E= 1 TAR6ET= 5500.000 88000.0 0 'x0.35 440.3E .30 00 441.39 04 »42.00 48600. 0070. 3372. 5157, 2310. V257. 1488. +4 4075. +38.00 11.26 4.36 '.34 3.47 1080 .070 .380 300 410.00 1075.67 383751 39. 39. 39. 410.00 5921.26 0 3 d5 .569.25 6550. QS *SEDC 38". 'IN 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 8 MIN ELTRD= 449.50 MAX ELLC= 446.58 3470 BICROAD#M STATIONS= a 11480.0 TYPE= 1 TAW= 11480.000 STLSW RAILROAD 88030.000 32.48 440.48 .00 .00 441.19 .71 .16 .01 449.50 48600. 11216. 33058. 4326. 2700. 4249. 1680. 44186. 4076. 449.50 11.26 4,15 7.76 2.58 1080 .070 1008 .000 410.00 5921.26 002938 30. 30. 30. 2 a a a0 1566.37 11447.42 =AGE *SECNO 88050.088 :01-290 12:18:56 SECIO DEPTH CZEL CRIWS WSELK EG HV HL GLOSS SANK ELEV O GLOB am GROB ALOB AD AROB JOL TWA FRIGHT TIME VLOB VCH VROB X>L XNCH XNR WTN ELMIN SSTA SLOPE XL0BL XLCH XLOBR ITRIAL IDC ICCNT wNAR TOPWID ENDST 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 8 MIN ELTRD= 449.50 MAX El LC= 446.50 3470 ENCROACHMENT STATIONS= 88050.000 330.56 440.56 48608. 11263. 32914. 11.26 4.1 7.72 3022884 20. 20. .0 11480.0 TYPE= .00 .ZV 441.'26 4423. 2125. 4265. 2.53 080 .170 22. a 0 1 TAROT= 11480.200 . .70 .36 X +49.50 1745. 44190. 4077. 449.50 080 .200 410.00 5921.03 0 a0 i567.60 11447.75 +SEC O 98150.000 32265 DIVIDED Flo« 3 E%ROAG�MENT STATIONS= 98150.:300 31.10 441.10 +8600. 7971. 35228. ,1.26 1.90 6.5°, 102683 100. N. :100.0 =895.4 ryPE= . 00 . Za0 =41.59 5408. 4188. 5380. 1.57 .150 .270 100. ? 0 !ARGET= 7K. m . 50 .28 . oli =40.00 3431. 224215. +082. 440.00 120 .200 410.'a0 _1010.'U 2 .00 2619.92 5690.55 CCHV= .3.00 CEHV= 500 +SEDC 89050.000 3265 DIVIDED FLOW 3382 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.66 THIS MODEL REPRESENTS A SHORTENED VERSION OF THE CORPS REM MODEL. C HAVE BEEN MADE TO THE MODEL AS :ER FEMA SUGGESTIONS. THESE COMIOT CAR DETAIL THE CHANGES. NO OTHER CHANGES WERE MADE. RON MORRISON, P.E. # tat+++++ ft + + ++t++tt+a##++ +}+a#afa # + + +++ + W OISCHARGE 'VALUES IN THE NATHAN D. MIilER AND EFFECTIVE FIS MODELS ARE LOWER THAN THE DISCHARGE VALUES IN THIS MODEL. +#ff }ff# # #H }ft}##+a+##afffaf+ff#a#f ### 89050. M. 32.38 442.38 .00 .20 442.43 as .70 .13 434.010 48600. 25378. 15083. 8139. 21186. 5663. 6151. 44675. 4160. 438.00 11.41 1.20 2.66 1.32 .080 .075 .060 L00 +10.00 1003.81 .000379 980. 900. 550. 3 0 0 5635.31 1090.72 :A!:F 1 ©,x0,90 1L .1e a SECNO DEPTH CWSEL CRIWS WSELK EG HV HL CLOSS BANK ELEV O )LOB )CH )ROB ALOB ACi AROB VOL TWA LEFT /RIGHT TIME VLOB :'CH VHOB XNL XNCH XNK WTN ELMIN SS7A SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= 1000 }SECNO 90000.000 3265 DIVIDED FLOW 7 322 WARNING: ONVEYANCE CHANGE CUTSIDE OF ACCEPTABLE RANGE, KRATIO = .45 3470 ENCROACHMENT STATIONS= :801.0 ;'1765.2 TYPE= 1 TARGET= -380. V@ 90000.000 x3.24 442.04 .00 .00 443.11 .27 .61 .07 438.00 48600. 9393. 26771. 12436. 5015. 5147. 4328. 45115. 4238. 440.50 11.47 1.97 5.20 2.87 .080 .075 .060 .000 409.60 3800.00 .001834 "00. 950. 930. 2 0 0 .0 300.99 10741.89 *SECNO =0860.000 3265 DIVIDED FLOW 3302 WARNING;: CONVEYANCE CHANGE OUTSIDE F ACCEPTABLE RANGE, 0ATID = 1.97 3470 ENCROACHMENT STATIONS= 1700.0 8620.0 TYPE= 1 TARGET= - 170.00 90880.000 29.17 43.67 .00 .10 443.74 .37 .6i 02 437.00 4860. 23250. 12052. 13297. 19409. 4419. 4995. 45435. 4291. 441.30 11.57 1 .20 2.73 2 66 .360 .075 1060 .080 414.50 1700.00 00474 500. 880. 780. 2 a 0 .28 4816.82 8616.20 *SECNO 92090.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1700.0 9940.0 TYPE= 1 TARGET= -1700.000 92090.008 33.54 444.14 .0 .0 444.19 .05 .45 .0 443.08 48600. 26300. 11581. 10719. 25431. 5041. 4502. 46197. 4426. 442.50 :1.76 I.a3 2.30 2.38 .080 .075 .068 .088 410.60 1700.00 .000356 964. 1210. 1234. 2 0 0 .08 6M.09 9934.14 SAGE :34 10/30/90 2:18:56 SECNO DEPTH CGSEL CRIWS WSELK EG HV HL GLOSS BAN'( ELEV ] GLOB GCH ]ROB ALOE ACH AROB '_`x TWA LEFT /RIGHT TINE +'LOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR 'TRIAL IDC ICONT CORAR TOPWID ENDST *SEC40 92300.000 3265 DIVIDED FLOG 3280 CROSS SECTION ?2300.800 29.;2 =9600. :9789. 11.80 ?9 M86 210. 92300.0 444.22 91&0. 2.10 210. 1 EXTENDED .00 10711. 2.05 210, 6.23 FEET .00 444.25 28959. 4336. 080 075 0 0 *SECNO 93620.000 3265 DIVIDED FL CW 3280 CROSS SECTICN 33620.00 EXTENDED .02 FEET 04 .07 .00 437.30 M. 46374. 4450. .439.00 060 ;100 415.10 300.00 0 .00 6162.46 3592.25 3302 ''41RNING: IMWEYANCE !CHANGE OUTSIDE OF CCEPT ABLE RANGE, KRAT10 = v3 33620.080 30.52 445.02 . N .30 445.18 .16 .89 .04 439.50 48600. 27274. 16042. 3284. 17524. 3726. 2843. +7399. 4880. 437.50 12.31 1.56 4.84 1.16 .070 .360 .060 J00 414.50 1000.00 000724 2570. 1'20. 1420. _ 3 0 u0 ' ^.18.11 10220.00 *SECNO 93670.M 3265 DIVIDED FLOW 3280 CROSS SECTION 93670.00 EXTENDED 14 FEET 93670.000 14.14 445.14 .00 .00 445.23 48688. 37643. 8892. 2065. 18187. 2400. 12.01 2.07 3.71 .79 .070 .060 .001245 50. 50. 50. 2 0 .09 .05 .01 439.00 2622. 48026. 4806. 439.00 .100 .000 431.00 1800.00 0 AM 7M.09 18M.00 '} AGE 25 CCHV= .300 CEHV= .500 *SECtq 93730.000 10/30/90 :2::3:56 SECNO DEPTH CWSEL CRIWS 4SELII EG HV HL OLOSS 3ANl ELEV O GLOB GCH AROB ALCB AN AROB YOL TWA -FT /RIGHT TIME VLOB 'AN VROB m% XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CONAR TOPWID ENDST 3265 DIVIDED FLOW 3280 CROSS SECTION 93730.00 EXTENDED .22 FEET :302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .55 3370 NORMAL BRIDGE, NRD= = M1N ELTRD= 443.50 MAX ELLC= 448.50 38.66 445.36 NDM YODEL BETTER DEFI`!ED SANDY LAKE ROAD BRIDGE WITH BT CARDS. DID NOT .16 C11^nNGE ELEVATIONS OF TOP OF ROAD OR BRIDGE INVERT JUST BETTER DEFINITIO .01 443.50 OF BRIDOE TRANSISTION. 34825. 13771. 'HIS ALSO REOUIRED VERY MINOR CHANGE 7 GR CARD. CHANGED DISTANCE FROM 12621. 3365. 8490 TO 8490.1 AND 8800 TO 8799.9 48864. 4820. 448.50 SANDY LIE ?OAD 2.76 4.09 ?3730.300 30.72 445.22 LB .10 45. +0 :8 .12 .04 +x3.50 +8608. 34026. 1 14573. :1 1 389. 3349. 5. 48053. 4817. 448.50 '2.02 2.86 4.35 370 v60 .108 .300 414.50 1707.87 L84144 6a0. 60, 60. 2 0 L - 875.39 5484.63 10420.00 +SECNO 93760.088 3M DIVIDED FLOW 3288 CROSS SECTION 93760.00 EXTENDED .36 FEET 3378 NORMAL BRIDGE, NRD= 4 MIN ELTiD= 443.50 MAX ELLC= 448.50 93768.800 38.66 445.36 .08 .00 445.52 .16 .12 .01 443.50 48600. 34825. 13771. 4. 12621. 3365. 13. 48864. 4820. 448.50 12.02 2.76 4.09 .29 .070 .068 .180 .008 414.58 1783.67 083702 30. 30. 30. L 0 -903.62 5554.13 10428.80 'AGE +SECNO 93810.088 I&Ta / ?a :2:18:56 SECNO CEPTH WSEL CRIWS WSELH ES O SLOB OCH GROB ALOE ACH TIME VLOB VCH VROB aNL XNCH SLOPE XLOBL XLCH XLOBR 'TRIAL IDC 3265 DIVIDED FLOW 48090. 4828. 439.00 3280 CROSS SECTION 93810.30 EXTENDED 52 FEET w HL DLess e- AROB VOL Tills LEFT /RIGHT %NR WTN ELMIN SSTP ICONT CORAR TOPWID ENDST 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.68 ?3810.DW 31.02 445.5'2 m a0 445.60 .08 .05 .t2 39. Ea 48630. 28934. 15593. 4073. 21498. 4286. 4907. 48090. 4828. 439.00 12. a3 1.35 3.64 .83 .070 .060 .070 .000 414.50 IW 00 .300515 50. 50. 50. 2 a a .00 8459.25 10933.00 �Ck!V= . i� CF31V= .300 *SECitO 97570.QW 3;x02 WARNING: 'CCNVEYANCE CHANGE CUT5IDE OF ACCEPTABLE RANGE. �RAitO = 1.60 3470 ENCROACHMENT STATIONS= .a ia700.a TYPE= 1 TARGET= 10700.x'00 37570.300 23.31 +46.31 c`S 446.34 .'2 .73 .01 +'w3.00 48600. 22733. 6949• 18919. 24072. '1100. 23620. :0064. 5245. 440.00 :2.64 94 2.24 .80 .070 060 390 300 423.00 12.70 .300202 2100. 3760. 1700. 4 a a a0 9897.3,0 10700.60 *SECNO 98450.000 3265 DIVIDED FLOW 3280 CROSS SECTION 98450.06 EXTENDED .19 FEET 98450.000 23.70 446.50 .00 .06 446.53 .03 .19 .00 442.00 48M 17399. 7207. 23994. 17113. 2996. 25617. 50900. 5416. 442.00 12.83 1.02 2.41 .94 .070 .060 .090 000 422.80 117.47 .aee.;ee 800. 880. 700. 2 0 0 .00 9942.72 10111.00 *SECNO ?8650.000 3265 DIVIDED FLOW =AGE 13 /,0/90 12::8:56 SECNO CEPTH LCWSEL )ROB ]LOB )CH TIME VLOB VCH SLOPE XLOBL XLCH CRIWS 4SELY, EG )ROB ALOB 4N VROB XNL XNCH XLOBR ITRIAL IDC 3280 CROSS SECTION 98650.00 tXTENDED .c FEET aV HL 3LMS BANK ELU PROB VOL TWA LEFT /RIGHT ,NR WTN ELMIN SSTA ICONT CONAR TOPWID ENDST 98650.000 23.76 446.56 .00 .00 446.59 .03 .06 .a0 442.00 0600. :7477. 7137. 23986. 17366. 3009. 25912. 51111. 5461. 442.20 12.87 1.01 2.37 .93 .070 'IV .0% dB0 422.80 116.06 OM98 200. 200. 200. 0 a .30 9957.23 10111.30 *SE M, 9928@. Zee 3265 DIVIDED FLOW 3280 CROSS SECT ON ?9280.00 EXTENDED 99280. M 23.94 446.74 .30 48600. _'2519. 6389. ;9691. . 1 . 10 1.27 3s .88 :001;32 550. *SECNO ', 48@40. aee 265 DIVIDED FLOW '.46 FEET .a 446.76 .03 1:8 A 440.00 'T01. ?t2. 22478. `1679. 5579, 443.+0 ...?J .460 .090 ,�0 422.80 :63.94 '0 :613.90 ?497.;0 1 ENCROACHMENT STATIONS= .0 ?900.0 TYPE= 1 TARGET= 9899.999 ** *N N H 18.71 447.01 .00 .fit 447,04 d3 .27 .00 445.70 48600. 21447. 6212. 20940. '6077. 1 -337. 22183. 52407. 5729. "3.40 13.16 1.33 2.66 .94 .070 .360 .490 .000 428.30 1017.11 400390 760. 760. 760. 2 a 0 .00 8589.40 9780.27 *SECNO 104600.000 3265 DIVIDED FLOW *+a****** 2 21.17 4 448.11 . .38 . PGE '.38 10/30/90 12:13:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BW ELE`1 0 SLOB OCH OROB ALOB AD AROB 1OL TWA LEFT /RIGHT TIME VLOB ItH VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IM MONT CORAR TOPWID ENDST +SECNO 105530.000 3265 DIVIDED FLOW ++++ + ++++ 21.79 448.69 .30 a@ 448.75 .36 .`8 .00 435.60 52°800. 1680. 8.W. 42816. 1338. 2118. 30231. 54698. 6218. +x2.30 13.65 1.26 3.94 1.42 .376 068 m 000 426.90 33144.87 000569 650, 930. 952, 2 3 0 M 5912.59 9357.39 +SECNO 106080.080 3265 DIVIDED FLOW + ++++++++ 27. BA +49.08 .20 .00 449. i3 .05 .37 M 439.10 37408. 2817. 7466. 27117. 2093. 2175. 2633.6. 55281. &M7. 443.50 13.79 .35 3.43 1.03 .070 .060 .290 . M 421.20 2639.31 38041'. 520. 550. ?25. 0 20 :016.20 ?040.:5 +SEDtO 1:2580.000 3265 DIVIDED FLOW 3280 - * L(M SECTION lIZ580.00 EXTENDED 1.74 FEET 3470 EICROACHMENT STATIONS= 4600.0 11938.0 TYPE= TARGET= - 4680.888 + + +++++ ++ 26.74 450.74 .30 .00 458.78 .04 1.65 .08 449.°8 37400. 12883. 8486. 36831. 12655. 3332. 11588. 57728. 6836. 448.18 14.48 1.02 2.55 1.38 .070 .060 .070 .080 424.08 4688.00 080460 1700. 4500. 4308. 2 a 0 .08 7127.09 11938.00 =AGE .39 !3/30/40 :2:18:55 I U.S. ARMY CORPS OF ENGINEERS - FORT WORTH DISTRICT T2 uPPER TRINITY ;ECON STUDY +ELI FORA TRINITY RIVER* EXISTING CONDITIONS T3 ** SPF +*+** * * ** DISCHARGES: 2 -YR 5 -YR 10-YR c -YR 50 -YR 100 -YR SPF J1 TCHECK 'N0 NINV IDIR STRT ?IETRIC HVINS ] WSEL FO -1 a a. :tea 433.5 J2 NPkOF :PLOT PRFVS ,SECV dSECH N kLDC I5N CHNIM I ?RACE 15 -1 :AGE : =3 :013al9a 12:12:56 SECNO DEPTH CNSEL CRIWS iSEL?, EG HV HL GLOSS RAW ED O 9LOB OCH OROB ALOB ACH AROB 'AL TWA LEFTAIGHT 'INE VLOB VCH VROB XNL XNCH XNR NTN ELMIN SSTA SLOPE :L➢BL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST +PRCF 4 0 0 0 .08 1739.89 2338.33 CCHV= 100 CE}N= 300 a *SECNO 3370.000 ,.CHV= .100 CEHV= x00 3370.080 47.81 433.51 30 *SECNO 3270.000 433.54 .03 .00 .00 416.70 44500. 15505. 16704. :2291. IRVING BLVD. 8122. 13922. 89. 4. 412.20 .02 . ?0 ;270.000 47.80 433.50 .2@ 433.50 433.53 .03 .00 20 +16.'0 44500. 15504. .6707. 1289. :7304. 8120. 13917. a. 4. 412.20 ?0 2.06 .88 ,070 .340 .070 .400 x85.70 571.82 a00030 0. 0. 0. L a 0 . V 1757.87 2329.69 *SEr O 3305.0 0 3065 DIVIDED FLOW 7370 uORPAL FRIDGE, RD= 2 MIN E_'RD -41.20 MQX EL-C= ******** MAX ELLC= ******" 2'05.000 47.81 433.51 .00 .30 433.53 .03 47.81 00 416.70 44500. 16484. 15173. :2843. :7134. 7858. 13769. 31. 1. 412.20 .01 .96 1.93 .93 .070 .840 .070 W 385.70 566.47 .080039 1. 35. 35. 3 0 0 00 :739.84 2338.31 *SECNO 3335. M 1 , 265 DIVIDED FLOW 3370 NORPAL BRIDGE, NRD= 2 MIN ELTRD= 441.28 MAX ELLC= ******" 3335.800 47.81 433.51 .00 .00 433.54 .63 .08 .00 416.70 44500. 16485. 15171. 12844. 17139. 7859. 13773. 58. 3. 412.20 .41 .96 1.93 .93 .070 .840 .070 .080 385.70 566.44 008039 30. 30. 30. 0 0 0 .08 1739.89 2338.33 CCHV= 100 CE}N= 300 *SECNO 3370.000 3370.080 47.81 433.51 30 00 433.54 .03 .00 .00 416.70 44500. 15505. 16704. :2291. 17311. 8122. 13922. 89. 4. 412.20 .02 . ?0 2.06 .88 .070 .040 .070 .280 385.70 571.77 000030 35. 35. 35. a a 0 .08 1757.94 2 =` 5E : +1 A/`0 90 :2:18:56 SECNO DEPTH CWSEL ;RIWS WSELK EG HV HL GLOSS BANK ELEV 9 [LOB OCH OROB ALOB AM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH '.'ROB XNL XNCH XNR WTN ELMIN 5STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPIIID ENDST *SECNO 3750.0010 1 486.86 2512.99 3750.908 48.52 433.522 .90 .08 433.55 .03 .01 .00 413.00 44500. 14929. 16932. 12639. 17318. 8097. 14%8. 429. 19. 410.00 .10 .86 2.09 .84 .070 .040 .070 900 3385.00 572.54 .900028 300. 388. 458. 0 9 0 .ud 1837.24 2409.77 *SEGO 4950.000 +950.008 50.55 433.55 .00 .00 3159 ..4 03 .-0 418.00 44500. `4012. 18989. 11499. 15287, 3587. 12 1474, 65. 410.00 00 43"3.59 .04 2.21 .0 .070 .040 .070 .'000 383.00 1009.73 .32 .300038 .92 1000. 1200. .92 1400. 0 0 3 .00 :493.17 2502.90 4SEMO 970.900 32E5 DIVIDED FLOW _379 NORMAL :'RIDGE. '.RD= 2 "IN 338.30 *AX i -= • *++ +++ 433.59 .04 .d0 .00 - SH 356 44500. 13757. 19970. 10773. 151M. M. 12316. 1540. 4970.000 `0.54 433.54 00 43"3.59 .04 .0 .0 414.08 34500. !3757. 19970. :0773. 15101. 8586. !2316. 1 ,491. 56. 410.:,10 33 31 2.33 .87 .070 .040 70 m 383.00 100E.93 000033 20. 20. 2t. 0 0 9 '.30 1 486.86 2512.99 *SEW 50'..0.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 438.88 WX ELLC= +.."*** 5030.000 50.54 433.54 .00 .00 433.59 .04 .d0 .00 410.00 44500. 13757. 19970. 10773. 151M. M. 12316. 1540. 68. 410.00 .34 .91 2.33 .87 .070 .048 .070 M 383.00 1002.03 . 300033 60. 60. 50. 0 0 0 .a 1486.86 2512.99 *SECNC 5058.000 5058.900 50.56 433.56 .00 .00 433.59 .34 , 00 .00 410.00 x4500. 14710. 17719. 12071. 15287. 8587. 12501. 1557. 68. 410.00 34 .96 2.06 37 .078 .345 .070 M 333.00 1009.73 300033 20. 20._0. 1 0 9 .20 :493.17 2502.90 PAGE :4c 10/30190 :2:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL :LOSS BANK ELEV D GLOB OCH GROB ALOB AD AROB VOL 7WA LEFT /RIGHT TIME VLOB VCH VROB X14_ XNCH XNR WTN ELNIN SSTA COPE UK XLCH XLOBR :TRIAL IDC ICONT CORAR TOPWID ENDST +SEC'S 6750.000 2486.70 3302 'WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 6750,M 46.01 433.61 .30 .00 433.68 .07 .08 .01 412.30 44500. 14586. 2 1107. W. 11195. 73322. 1& 2805. 123. -20.00 ra 1.30 2.88 1.117 070 245 .370 M 385.60 1 050.06 000071 1 800. '700. 1700. 0 d d .d0 1236.69 ' *SECNO 6790.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE. vRD= 2 MIN EL'! 3RI&P RAILROAD 67 ?O. M 43.'1 433.61 .:0 4 4 500. :1664. 21061. ..7 1.:6 _.88 09 300371 40. 40. 40. Do uu`3, . d0 :x063. .370 d .v MAX E 33.69 7322. . 045 a LC= tf*4iHFk* y� y] t'7 L yIL. 34 :0790. 2830. 24. 420. ffd .370 a00 -h. 60 :379.68 a30 :377.01 2486.69 *EErmO 6805.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= +49.00 MAX ELLC= **+** +H .30 .30 433.69 6805.000 46.02 433.62 .a0 .00 433.69 .07 a0 .00 412.30 445@@. 11664. 21059. 11777. 10066. 7323. 10793. 2839. 125. 420.00 .59 1.16 2.88 1.09 .070 .645 .070 .000 385.60 1079.67 000071 15. 15. 15. 0 0 0 .06 1377.03 2486.70 *SEN 6850.000 6850.'x00 48.02 433.62 .30 .30 433.69 .87 .a0 .a0 412.30 44500. 14587. 21104. 8808. 11199. 7324. 7503. 2867. 1%. 420.00 .59 i.30 2.88 1.17 .070 .045 .070 m 385.6a 1050.00 d81it071 45. 45. 45. 0 a 0 .30 1236.71 2286.71 ?AGE .43 :0/:0!90 !2:19:56 :ECNO DEPTH CWSEL CRIWS 4SELk ES HV HL GLOSS PAW ELEV 3 3LOB OCH '.ROB ALOE ACH AROB VOL TWA LEFTIRIGHT 1.35 TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE :COAL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST +SECNO 11160.000 1.160.000 42.85 433.85 .20 .00 433.90 .05 .21 412.08 44500. 173 83. 16548. 10568. 17207. 6178. 11593. 5766. 265. 410.00 :. 2 1.01 2.68 .91 .370 .035 .070 .000 391. N 1947.26 000037 :850. 4310. 4450. 2 2 .41 1661.67 3628.93 +SECNO :440.M 3280 CROSS SECTI_N 14040.00 tXTENDED :.56 FEET :4040.:40 40.E6 433.96 .20 .00 434.01 A5 :0 L0 +11.53 :.4500. 11 444. 15778. 17278. :1830. 6124. 18177. 8164, 375. 410.40 ;. d5 . _2.58 .95 .370 .435 .270 .208 393.33 1493.2' 40m33 3000. ^880. - _ d J N :582.73 :076.20 +sEa1� :12r5.dee :302 '�R,NING: CCNVEYPNCE :RANGE 1TSiDE CF = rcPT'a6L EAh�E. 'RPTi7 = i 370 NORMAL BRIDGE, NRD= *IN ELTRD= -.3.:0 MAX ELLC= 413.80 3470 E%ROACHMENT FATIT& PROCTOR RCAD ;4075.308 10.67 433. ?7 14500. 15996. 12619. :.65 1.52 1.90 400890 35. 35. :6885. 1173. 1.35 .270 35. 2 TYPE= 434.01 5601. 435 0 TARGET= Z4 .@0 2524. 9190. .370 .000 4 - -108.40 2999.999 •(W X 33. ^V 376. =14.50 393.30 :493.27 1586.73 :088.* +SECNO 14105.080 3370 NORMAL. BRIDGE, NRD= 2 MIN ELTRD= 413.80 MAX ELLC= 413.80 3470 ENCROACHMENT STATIONS= .0 3000.0 TYPE= I TARGET= 2999.999 14105.000 40.67 433. ?7 .00 .00 434.01 .04 .00 .00 413.40 A4500. 16996. 10615. 16888. 11179. 5603. 12533. 8210. 377, 414.50 1.96 1.52 1.89 1.35 .270 . .270 .008 393.30 1493.24 .mm 30. 3 30. 0 2 0 - 200.48 1506.76 3000.20 .AGE 1 .4 13 1301?a .x::8:56 3ECNO DEPTH CWSEL CRIWS WSELK EG O SLOB 7CH 'ARDS ALOE ACH ,f vLCB CH VROB XNL , NCH SLOPE :LOBL XLCH XLOBR ITRIAL !DC *SECNO 14140.000 J00 393.30 1493.23 3280 CROSS SECTION :4140.00 EXTENDED 1.98 FEET HV 4L GLOSS SANK ED AROB It-L TWA LEFT /RIGHT XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 33x2 WARNING: CCWEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.79 :4140.303 +0.68 433.38 .J0 .30 434.01 04 J0 .30 +11.58 44500. :0473. 14,441. 19580. 1:833. 5127. 0723. 8237. 379. 410.40 :.66 .89 c. 3E 34 .070 .335 a70 J00 393.30 1493.23 '00028 05. 31 35. J 0 a 30 1582.77 3276.30 *SEr.NC :4530.000 280 CROSS SECT 10:v :45'x0.100 4 �. c? 44500. 17 *SECNO :4550.080 3265 D:'.'.DED FLOW 14530.A 33.39 5710. _'. 41 _90. i EXTENDED .00 .'085. ?3 �50. 3372 0MAL ?RIDGE, NRD= 3 MIN ELI SH 183 14560.000 43.58 433.98 .00 34500. 11734. 14140. 1 B626. :.96 35 2.78 .97 w 30. 30. 3a. *SECNO 14680. W 3265 DIVIDED PL OW 1. ?9 FEET 1 434.03 .14 2893. 5527. :8347. .370 ax.`. J72 3 J .00 12384. .070 a .31 ,1,V 4 09. aAa 8654. 395. 408.:0 00 391.70 :498.6:, .30 :506.37 3895.::@ 40 MAX ELLC= *+*+ * +*4 434.a3 .05 5084. 19144. 035 .970 0 0 .00 .00 406.60 8680. 397. 406.80 000 390.40 150/.49 .00 1476.65 3004.15 3370 NORMAL FRIDGE, 1RD= 2 MIN ELTRD= 444.00 MAX ELLC= *tuft** 4680.000 43.59 433.99 .'L0 .00 434.33 .05 .00 .00 406.60 +4500. 11734. 1.4140. 16626. :2383. 5084. 1 ,9142. 9781. 401. 406.80 :. ?8 .35 2.78 .97 .070 .035 .370 .300 390.40 1507.50 00w35 1 30. 120. 120. 0 0 a 00 1476.65 3004.15 =AGE : <° :0!30:90 :2:18:56 SECNO DEPTH OUSEL RIWS +SELK EG H'V 41 ,]LOSS SANK ELEV 0 GLOB OCH OROB ALOB ACH AROB 'AL TUA LEFTiRSGHT TIME VLOB UCH VROB 3NL M XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR 70PWID ENDST +SECNO 14700.000 3286 CROSS SECTION 14700.00 EXTENDED 1.99 FEET 14700.000 42.30 434.00 .00 M 434.04 .04 .00 .iv 49.00 44500. :1705. 15712. 17084. 12889. 6526. 1B3N. 8798. 401. 408.20 1.9B .31 2.41 .93 .370 435 .070 .000 331.70 1498.65 00 27 20. 20. 20, 0 0 0 .00 1506.35 3005.0'4 4SEDIO 17360.000 3280 CROSS SECTION 17360.'00 EXTENDED 2.07 FEET :7360.000 42.18 434.06 .00 .30 434.10 .t2 a6 .00 409.20 44500. 287 8234. 7551. 334875. +035. 8926. 1 11203. 495. 406.00 2.64 ' 2.04 .85 .470 . 2 1 35 .070 tW ;91.90 1025.97 .000020 2600. -660. clot. 3 0 a .00 :854.33 2880.30 :490 NH CARD USED •SEC% :85c'0.000 3280 CROSS SECTION 18520.00 EXTENDED 2.10 CEET 3302 1ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRAT:O = 1.50 3470 ENCROACHMENT STATIONS= 18520.000 41.4 34.10 44500. 30929. 9136. 3.12 .49 1.33 .NNW 1160. 1160. 2300.0 5731.0 TYPE= . a .00 434.11 4434. 63089. 6871. 49 .272 435 1160. 0 0 1 "RGET= - _300.000 At .01 ae 413.00 9015. .2892. sb. 313.40 .070 .000 392.70 2300.00 0 .00 3431.00 5731.00 1490 NH CARD USED +SECNO 18620.000 3280 CROSS SECTION 18620.00 LXTEHDED 2.10 FEET 3470 ENCROA04W STATIONS= FRAZIER DAM 18620.000 34.40 434.10 44500. 31409. 8163. 3.17 .51 1.27 000012 M. 100. 2300.0 5731.0 TYPE= .00 .00 434.11 4929. 62048. 6417. .57 080 035 10t. a a 1 TARGET= - 2308.000 .31 .00 . M 412.90 0576. 13071, 574. 411.90 070 000 399.70 2300.00 0 .00 3431.00 5731.00 "AGE :46 1 ars /90 ..:18:56 5ECNO DEPTH CWSEL CRIWS WSELK EG HV HL CLOGS BALK ELEV O GLOB OCH OROB ALOB ACH AROB VOL TWA LEFTIRIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ;TRIAL IDC ICDIIT CONAR TOPWID ENDST 1490 NH CARD USED #SECNO 18670.000 3280 CROSS SECTION 18670.00 EXTENDED 2.11 FEET 3470 ENCROACHWT STATIONS= 19670.M 41.40 434.10 44500. 30930. 9136. 3.19 .49 1.33 am 50. It 2380.0 573 . tv .00 4434. 53097. .49 .372 50. 0 0 TYPE= 434.11 6872. am a I TARGET= -2300.000 .at J0 .00 413.00 9016. 13160. 578. 413.00 .370 a00 392.70 2300.00 0 a0 3431.00 5731.00 1490 NH CARD USED +SEC O 19000.000 3280 CROSS SECTION 10M.2'a EXTENDED 2.11 FEET 3470 ENUCACHMENT - - ATIONS= 2300.a `_731.a TYPE= 1 TARGET= -2300. ON 19000.J00 38.41 434.11 a0 .00 4 34.12 al Ja 314.90 14500. 34007. ?849. :644. 52783. 5882. 9248. 2 754. 304. 412.50 3.35 .54 .82 .61 .380 .365 .270 M 335.70 2300.00 - ..M14 330. 2,30. -30. J a a 00 3431.E 731. 1490 NH CARD USED +SECNO 21000.000 3280 CROSS SECTION 21000.00 EXTENDED 5.33 FEET 21000.x00 45.84 434.14 .a0 .00 434.14 .41 03 .00 +12.80 44500. 18681. 5142. 20677. 36308. 6173. 29334. 11128. 757. 411.90 4.19 .51 .83 .70 .685 .065 .x60 .000 380.30 1500.60 .000014 2100. 2000. 1606. 0 a a .30 3397.00 4897.00 1490 NH CARD USED +SECNO 22400.M 3280 CROSS SECTION 22400.00 EXTENDED 3.75 FEET 3302 'ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 =AGE :47 3470 ENCROACHMENT STATIONS= 2600.0 4881.0 TYPE= 1 TARGET= - 2600.000 le�3e�� 12:,x:56 SEa% DEPTH CWSEL CRIWS WSELK ES HV 7L DIMS 34K ELEV D GLOB Gm OROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 24&W 45.06 434.16 .00 .00 434.17 .01 .02 .20 412.23 44500. 26989. 7613. 9898. 33017. 5643. 11119. 16674. 829. 4 12.::8 4.52 .82 1.35 .89 .080 .065 .080 .000 389.10 :600.00 00 35 1150. 1400, 950. 0 0 m 2281.00 +881.00 1490 NH CARD USED *SECNO >2470.000 2302 'ARMING: CONVEYANCE CHANGE OUTSIDE 7 ACCEPTABLE RANK, r,RAIID = 59 3370 NORMAL BRIDGE, NRD= 'IN ELTRD 434.30 MAX 21 C= *** ***** 3470 ENCNOACHMENT STA11CNS= STOREY LANE 22470,008 5.76 +34.,6 »4500. X936. a296. 4. 54 .83 .. 0010102 70. 70. .00 ..0 .87 80 '0. 0 1. a TYPE= 434.17 561 . tq5 0 1 'ARGET= 2520.000 21 .00 .1 412.40 :1838. 18754. 833. 413.50 .078 Ju 388.40 `1:. 0 -5434.51 2519.00 5030. U *SEG"+O 225'0.000 3370 vORMAL BRIDGE, %RD= 2 MIN ELTRD= 434.30 MAX ELLC= * ******* 3470 ENCROACHMENT STATIONS= 2510.3 5030.0 TYPE= 1 TARGET= 2520.000 22570.000 45.77 434.17 .08 .00 434.18 .01 .01 .00 412.40 44500. 25936. 8296. 10268. 31382. 5818. 11838. 18866. 839. 413.50 4.57 .83 1.43 .87 ON .065 .078 .000 38& 40 2511.00 .000102 100. 100. 100. 0 0 0 -5455.73 2519.00 503& 00 1490 NH CARD USED *SECNO 22680.008 3280 CROSS SECTION 22680.00 EXTEND 2.18 FEET PAGE 148 3302 WARNING: CONVEYANCE L14 MICE OUTSIDE OF ACCEPTABLE RAKE, KRATIO = 1.70 !11130/90 12:18:56 5898.8 TYPE= 1 TARGET= - 3300.000 6300.00 44.36 434.36 3EC140 DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANE ELEV 9 QLOB DCH DRCB ALOB AD PROD , JOL TWA LEFT /RIGHT TIME '.'LOB VCH VROB XN_ XNCH ENR WIN ELNIN SSTA SLOPE XLOBL XLCH XLOBR :TRIAL IDC ICNMT CONAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= _'600.0 4881.0 TYPE= i TARGET= - 2600.000 2^2680.000 45.08 434.18 .l0 .00 434.19 .01 .01 .00 412.00 44500. 27018. 7615. 9867. 33061. 5647. 11088. 18991. 845. 412.30 4.61 .62 1.35 .89 .080 .065 .080 .000 389.10 2600.08 X335 1 i0. 110. 110. 0 0 0 08 2281.00 4881. as 1490 1M CARD USED +SECNO ?6300.000 3280 CROSS SECTION 26300.00 EXTENDED :. 37 FEET 7 470 ENCROACHMENT STATIONS = 3300.0 5898.8 TYPE= 1 TARGET= - 3300.000 6300.00 44.36 434.36 .00 i'8 434.4 .05 .21 .01 +13.70 ?3800. 46801. 11612. 35387. 26206. 4209. 24442. 22053. 985. 411.20 5.02 1.15 _.16 :.45 :180 &5 .385 080 390. 3300.01 300123 2550. 36 "c0. LIU. 0 0 0 2598.00 5898.30 '.490 :H CARD M *SECNO 29350.200 3280 CROSS SECTION 29350.243 EXTENDED .75 FEET 3470 ENCROACHMENT STATIONS= 5800.0 7646.0 TYPE= 1 TARGET= - 5800.008 29350. M. 46.05 434.75 .08 .00 434.85 .09 .42 .01 412.80 93800. 40681. 15220. 37899. :92 4126. 17160. 24464. 1095. 316.90 5. 28 2. 11 3.69 21 .085 465 . No . 300 '388.10 5800.00 000249 2240. 3058. 1990. 2 e 0 .08 1846.000 7646.00 1490 NE CARD DSED +SECNO 29400.000 3280 CROSS SECTION 29400.00 EXTENDED .85 FEET 3302 WARNING: CONVEYANCE 04w6E aJTSIDE GE ACCEPTABLE RANGE, KRATIO = .42 QGE i49 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 433.90 VAX ELLC= ++++++++ 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV 4L GLOSS BAN( ELEV 3 GLOB OCH OROB AL08 ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VNOB XN- XNCH XNR WTN ELMIN SSTA COPE XLOBL XLCH XLOBR :TRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS - - 6800.0 7787.0 TYPE= 1 TARGET= - 6000.000 LOOP 12 29480.008 45.55 434.75 20 434.88 .13 ,.02 .01 412.00 93800. 39346. 15M. :9655. 15018. 3672. 15806. 24587. 1897. 412.40 5.28 2.62 4.30 2.43 .075 .365 .075 .000 389.28 uV6.08 .001430 50. 50. 50. 1 It 9 - 5003.58 1787.00 '787.00 *SECNO 29520.000 3280 CROSS SECTION 29520.N EXTENDED 1.32 FEET 3370 NOW BRIDGE, NRD= 2 MIN ELTRD= 433.90 MAX ELLC= ******** 3470 ENCROACHMENT STATIONS= 4M.S "87.3 TYPE= 1, `AR T= - 6000.008 :9520.300 4 5.72 434.'.2 .90 . 1 435.05 . 1 .3 .17 . N -12.00 33800. :93.53. M14. :8733. : °145. 3690. 16039. .:4603. 1102. +12. -0 C. 29 2.60 +.26 2.41 .075 .965 975 .000 189.20 ~:00.00 .301392 120. 120. 120. 0 9 9 - 50033.58 1787.00 - 787.30 1490 NH CARD USED *SECNO '-9560.200 3280 CROSS SECTION 29560.90 EXTENDED .38 'FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.61 3470 ENCROACHMENT STATIONS = 5800.0 7646.0 TYPE= 1 TARGET= - 5800.000 29560.000 46.28 434.98 .08 .00 435.07 .09 .82 M 412.80 93800. 42537. 13939. _.37324. 19455. 4151. 17352. 24637. 1184. 416.90 5.30 2.19 3.36 2.15 .075 .065 .075 NO 38& 70 5800.00 000205 40. 40. 40. 0 0 0 .00 1846.00 7646.00 14901% CARD USED *SECNO 31300.800 3288 CROSS SECTION 31300.00 tXTENDED 1.26 FEET PAGE :50 10; 3090 :2:18:56 SECNO DEPTH CWSEL CRIWS WSELK ES HV HL GLOSS BANK E._N 0 )LOB 7CH 7ROB GLOB ACH AROB VOL TWA LEFT /RIGHT TIME .'LOB VCH :'ROB XNL XNCH xNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ?TRIAL IDC iCONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= '300.0 iM.0 TYPE= I TARGET = 3200.000 31308. W 46.76 435.26 .00 435.30 .04 .22 .01 414.30 93800. 55452. 1 10893. ?455. 36479. 4920. 20515, 6303. 1184. 415.'?0 5.55 Sc" 2. 2 1 .34 ON .170 .088 .008 188.50 7388.00 420121 :5x0. 1740. 1200. 2 a 0 .20 37200.00 10500.00 1490 NH CARD USED *SECNO 34160.00 3280 CRDSS SECTION 34160.01 34160.004 40.82 4335.52 93880. '2985. 7964. 5. ? =. _ . -6 2.29 000124 2200. 2960. EXTENDED :°.72 FEET 30 X 435.56 .04 .26 as 413.30 2851. `_0031. 3474. '0174. 29309. 1341. 416.:2 1.26 .181 .170 .072 @AD :94.70 68 %.04 550. 1 1 040 3566.31 10462.3: CCHV= .300 "'1= =.d0 1490 NH CARD !SED *SECNO 34190.000 3280 CROSS SECTION 34190.00 EXTENDED ::.63 =T 3370 NORMAL BRIDGE, NRD= 2 '#IN ELTRD= 425.40 MAX ELLC= 422.70 *SECNO 34230.808 3288 CROSS SECTION 34238.00 WENDED 11.6"3 FEET 3370 NOM BRIDGE, NRD= 2 MIN ELTRD= 425.40 MAX ELLC= 422.70 34230.000 AILDWOOD DRIVE 435.53 as .OB 435.58 .05 .01 3x190.M 40.42 435.52 00 x0 435.57 .45 .01 .01 426.50 93800. 780%. 5548. 10155. 42282. 4378. 7438. '-9350. '3343. 425.40 5.95 1.35 1.27 1.37 .078 .070 .072 .000 395.10 6724.00 400240 30. 30. 3a. a 0 0 - 478.80 3845.41 10569.41 *SECNO 34230.808 3288 CROSS SECTION 34238.00 WENDED 11.6"3 FEET 3370 NOM BRIDGE, NRD= 2 MIN ELTRD= 425.40 MAX ELLC= 422.70 34230.000 40.43 435.53 as .OB 435.58 .05 .01 aO 425.58 93808. 78M. 5548. 10157. 42289. 4379. 7448. 29400. :347. 425.40 5.96 1.85 1.27 1.37 .878 .070 .072 .000 395.10 6724.00 x00240 40. 40. 40. 0 0 0 - 478.80 3845.50 10569.50 DACE :01 -'W9a 12:18:56 SECNO DEPTH CWSEL CRIWS :+BECK E6 HV HL GLOSS 9ANRN 9 GLOB GCH GROB ALOE !aCH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VNOB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH zLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED 40. e 2 0 as 2064.72 11749.03 +SECNO 34260.000 3280 CROSS SECTION 334260.20 EXTENDED 11.25 FEET 3302 WARNI46: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1,49 34260.00 40.86 435.56 m .00 435.59 .03 .00 413.30 33800. 73859. 7468. :2473. 52446, 3476. 10195. 29441. 1350. 4 18.1a 5.96 1.41 2.1 1.22 .078 .078 070 ON 394.70 6700.00 MIN 30. 30. 30. - 1 L 0 .08 3762.73 10462.73 CCHV= 100 CEW- 300 1490 NH CARD USED ;SECNO :7250.000 3470 ENCROACHMENT STATICNS= 37250.000 41.5Z 435. 5 ?3800. •8767. 25033. 6.c4 1.40 12! M124 1600. 2990. 300 CEW -W 1490 NH CARD USED *SEG'40 37290.x00 3265 DIVIDED FLOW POO.0 :2574.0 'YUE= �.0 00 +35.82 3. -9098. 7799. .00 ,380 .250 2580. 2 ARGET= - 8700.000 07 w� .01 +14.80 .. 11997. 1490. w2.;xa 9fi0 200 394.20 8188.00 0 .08 30132.50 117.50 33302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .55 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 442.90 MAX ELLC= *++e+tH 3470 ENCROACHMENT STATIONS= 8700.0 11922.0 TYPE= 1 TARGET= - 8700.000 STLSF&T RAILROAD 37290.000 40.15 435.65 .00 N 435.94 .30 .01 .12 413.88 93800. 51102. 42687. 11. 18651. '446. 17. 4-MM. 1492. 427.90 6.25 2.74 5.73 .67 .270 .045 .070 ON 395.58 870L M 0804% 40. -4. 40. e 2 0 as 2064.72 11749.03 -'AGE :52 10!30190 12:18:56 SEC DEPTH CWSEL CRIWS WSELK EG O SLOB OCH GROB ALOB ACH TIME I&OB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC *SECS 37310.20 3265 DIVIDED FLOW HV HL GLOSS BANK ED AROB VOL TWA LEFT /RIGHT XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST =370 NORMAL BRIDGE, NRD= 2 MIN ELTRD 442.90 !nAX E 1C= +* + + + +++ 3470 ENCROACHMENT STATIONS= 8700.0 11922.0 TYPE= 1 TARGET= - 8700.080 37310.008 40.16 435.66 .38 .00 4335.95 .30 .01 .00 413.80 93800. 51108. 42680. 11. 18661. 7447. 17, 32047. 1493. 427.90 5.25 2.74 5.73 .67 .870 .045 .070 .080 395.50 8700.'00 000486 20. 20. 20. 0 0 0 .N M. 79 11749.04 1490 'R1 CARD USED +SECNO 7MO. M 3302 WARNING: CONVEYANCE CHANGE OUTSIDE CF ACCEPTABLE PANGE, vwATIO = 2.:1 3470 ENCROACHMENT STATIONS= 8700.0 12574.0 TYPE= 1 TARGET= - 8700.000 37350.008 41.78 435.98 a@ .00 436.43 .35 al .37 414.80 ?3800. 72140. 21660. 0. 49732. 7954. Z. 32086. 1495. +42.50 6.25 1.45 2.76 .080 .080 467 .050 ON .288 394.20 3700.08 000091 40. 40. •0. 2 0 0 .20 :032.72 11732.72 1490 NH CARD USED *SECK] 42860.000 3302 WARNING: CONVEYANCE CHANGE OWSIDE OF ACCEPTABLE RANGE, !(RATIO = .63 3470 ENCROAD#BT STATIONS = 98M.0 12694.0 TYPE= 1 TAW= - 9800.000 42860.000 41.15 436.45 .a0 .00 436.52 .06 .48 .01 419.70 93800. 60215. 16308. 17205. 32756. 5872. 10019. 36102. 1711. 420.50 6.74 1.84 2.79 102 .080 .070 .080 .080 395.30 %N. 00 000232 M. 5510. 3500. 2 0 0 .a@ 2889.16 12689.16 PAGE ,_* :.J 1490 % CARD USED :01:0!90 :2:18:56 SECNO DEPTH CWSEL CRIWS WSELK ES HV HL GLOSS BANK ELEV 0 GLOB CCH OROB ALOE ACH AROB 'JOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE ;LOB( kLCH XLOBR (TRIAL '.DC ICONT CORAR TOPWID ENDST *SECNO 42930.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD +27.50 MAX ELLC= 426.3A 7 470 ENCROACHMENT STATIONS= 9800.0 12694.0 7PE= I TPW= - 9800.0 - 9800.:300 CALIFORNIA CROSSING 436. .00 .00 436.56 .27 .02 42930.000 41.47 436.47 .20 .00 436.54 .07 .02 .01 427.40 93800. 68765. 7767. 17268. 30142. 4635. 8531. 36176. 1716. 427.50 6.75 2.28 1.68 2.02 .070 .860 .070 .000 395.00 9880.00 .x+311 70. 70. 70. - 0 0 0 - 213.60 2888.56 12688.56 *SECNO 4 2990.000 3370 ;0mk BRIDGE. NRD= 2 MIN ELTRD= 427.50 MAX ELLC= 426.30 3470 ENCROACHMENT STATIONS= 9800.0 :2694.0 TYPE= : TARGET= - 9800.:300 429°.0.000 +1.48 436. .00 .00 436.56 .27 .02 .00 +27.+0 33800. 68766. '761. :7274. 30178. 4638, 8544. 36236. 1720. 427.E0 _ 5.76 2.28 ".67 2.02 .070 a60 .070 .000 395.00 ?800. L0 000309 60. 60. 60. a a 0 - 213.60 2888.74 12688.74 1490 NH CARD USED *SECNO 43010.000 3470 ENCROACHMENT STATIONS= 9B00.a 12694.0 TYPE= I TARGET= -9800.000 43010.M 41.21 436.51 .06 .00 436.57 .06 .00 N 419.70 93800. 60753. 15545. 17502. 32847. 5882. 10051. 36257. 1721. 420.50 6.76 1.85 2.64 1.74 .070 .065 .069 .000 395.30 9888.00 000179 20. 28. 20. 1 0 0 .00 2889.57 12689.57 - 100 CEW- .300 1490 NH CARD USED *SECNO 4x000.000 3476 ENCROACHMENT STATIONS= 9242.0 12000.0 TYRE= 1 TARGET= 2758.000 44000.000 43.24 436.64 .00 .00 436.72 .09 .15 .01 418.70 93800. 34281. 27983. 31537. 21517. 8574. 15543. 37110. 1771. 420.40 6.86 1.59 3.26 2.03 .077 .065 060 000 393.40 9242.00 000186 750. 990. 750. 2 0 0 .00 2758.00 12008.00 -AGE :54 :0/30/90 :2:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG 9-08 UCH AM HLUD ALM TIME JLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 149@ NH CARD USED *SECNO 44150.000 HV It OLOSS BANK ELEV AROB VOL TWA LEFT /RIGHT XNR WTN ELMIN SSTA ICONT CORRR TOPWID ENDST 3470 ENCKORCH14ENT STATIONS= 8300.0 12000.0 TYPE= 1 TAROT= 3708.000 CALIFORNIA CROSSING DAM 42.40 437.20 .00 .08 437.24 44150.008 25.38 436.68 .00 .00 436.75 .07 .03 .00 420.80 ?3800. 462:38. 13802. 333770. 29926. 3894. 16521. 37275. 1782. 420.50 5.88 :.54 3.54 2 04 .076 .044 .060 a00 411.30 8495.34 000187 150. 150. 150. 1 a 0 .00 2504.66 12008.88 1490 W4 CARD USED 3513.45 11625.00 *SECNO X250.000 3470 ENCROADVIENT STATIONS= 3'00.0 1 12000.8 TYPE= i TARGET= 3700.000 44250.00@ 39.1. 436.'1 a0 a0 4336.17 .06 .02 M 420.61 ?3800. 47405. 14910. 31484. 7 13202. 959. 16462. 3 1790. 420.10 ?a 57 2.95 ?1 .3 .MS L65 1100 397.60 8495.27 380191 .00. 100. 100. .00 1 a 0 3504.73 12080.00 149@ NH CARD USED +SECND 48500.000 3280 CROSS SECTION 48500.00 EXTENDED 20 FEET 3470 ENCROACHMENT STATIONS= 7400.0 11625.0 TYPE= i TARGET= - 7400.000 48500.000 42.40 437.20 .00 .08 437.24 .04 .47 .00 422.00 ?3800. 70037. 9751. 14@12. 48441. 310. 3011. 40181. 1997. 421.60 7.37 1.45 2.51 1.15 .085 .070 .065 .000 394.80 8111.55 .@00155 2400. 4250. 2880. 2 0 0 .09 3513.45 11625.00 CCMN= .388 CE}N= .588 1490 NH CARD USED *SECNO 48560.000 3288 CROSS SECTION 48560.00 EXTENDED 19 FEET =-?cE :5. 3382 WARNING: CW.EYANCE CHANGE BITSIDE OF ACCEPTABLE RANGE, KRATIO = .28 8/30/90 12:18:56 SECNQ DEPTH cm CRIWS 1 4SELK EG HV HL GLOSS BANK ELEV 0 GLOB OCH GROB ALOB ;CH AROB VOL TWA LEFT /RIGHT TIM£ VLOB VCH VROB XN_ INCH XNR WTN ELMIN SSTA SLOPE XLGBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDGE, NRD= 7 MIN ELTRD= 4331.36 MAX ELLC= ++f +++++ ;470 ENCROACHMENT STATIONS= 7400.0 :1626.0 TYPE= I TARGET= - 7400.080 1!626.0 VORTHIEST HIGHWAY SPUR 348 - 7400.000 x8640.0'30 42.14 437.34 .00 48560.000 41.99 437.19 .00 .00 437.330 .11 102 .04 421.80 ?3800. -MO. 14434. 8345. 29840. 3621. 3133. 40848. 2802. 421.90 38 2.38 3.99 2.66 .079 .070 .065 .000 395.20 7423.63 .301919 60. 60. 60. 2 0 0 - 4853.56 4202.37 11626.00 +SECNO 48648.000 3280 CROSS SECTION 48640.00 EXTENDED 34 FEET 370 A1P.PoAL FRIDGE, 'JRD= 7 MIN ELTP.D= +31.30 MAX EL LC= +*+++++ TYPE= 3 470 ENCPGPCHMENT STATIONS= 7400.0 1!626.0 TYPE= TARGET= - 7400.000 x8640.0'30 42.14 437.34 .00 .30 437.45 .11 .15 .80 421.80 l ?3800. 71147. 14167. 8486. 30388. 3642. 3217. 40916. 2010. 421. SO 7.39 2.34 3.89 2.64 .379 .070 .365 .000 395.20 7418.54 .001814 80. 90. 80. 2 60. 0 -485 3.56 4207.46 11626.00 1490 NH CARD USED +SECNO 48700.000 3280 CROSS SECTION 48700.00 EXTENDED .46 FEET 3302 WARNING: CONVEYANCE CHANSE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.80 3470 ENCROACHMENT STATIONS= 7608.0 11626.0 TYPE= I TARGET= - 7608.088 48700.000 42.65 437.45 .00 .09 437.49 .04 .62 .02 482.88 93880. 73675. 4876. 11849. 49159. 3916. 7621. 48983. 2015. 421.68 7.40 1.49 2.27 1.55 .075 .070 .065 .088 394.80 8118.66 X0126 60. 60. 60. 0 0 0 .00 3515.34 11626.00 4GE i`.5 CM= 100 CEW- .308 :0130/90 12::8:56 SEEM DEPTH CNSEL CRIWS aSELK E3 HV HL GLOSS BANK ELEV J OLCB 3CH OROB GLOB AM RROB VOL TWA LEFTIRIGHT TINE VLOB VCH VROB XNL XNCH XNR NTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IBC ICONT CORAR TOPNID ENDST 1490 NH CARD USED +SECNO 53300.000 3280 CROSS SECTION 3470 ENCHOPCHBENT 55300.000 40.40 87400. 71788. 8.60 1.21 M107 5250. 55300. K iTRTIONS= 438.10 6969. 1.81 6600. I EXTENDED 110 FEET 7208.0 i 00.0 TYPE= .a0 .08 438.12 8643. 59131. 3841. 1.17 .384 .075 5708. 3 a 1490 NH CARD USED +SECNO 57890.088 3280 CROSS SECTION 57890.00 EXTENDED 3.35 FEET TARGET= - 7200.000 .02 .63 .00 421.98 7407. 49080. 2487. 422.80 .075 .008 397.70 7208.00 0 .00 4150.00 11350.00 3470 ENCRORCNNENT STATIONS= :850.0 5270.0 TYPE= 1 7PRGET= - '.850.000 :1890.000 38.35 4338.35 , J8 .00 =38.41 .05 .28 .01 427. J0 87400. 33955, 9250. 44195. 21972. 4370. 22168. 0 1903. 2663. +23.30 8.91 1.55 2.12 1.99 V3 .075 J57 0a0 400.00 1850. J0 300174 2180. 2590, 1620. J 0 0 .30 3420.00 270.00 CCHV= .300 CEHV= .500 1490 NH CARD USED +SECNO 58650.000 3280 CROSS SECTION 58650.00 EXTENDED 3.51 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 3470 ENChOPO ENT STATIONS= 3200.0 5300.0 TYPE= 1 TARGET= - 3200.800 58650.000 38.51 438.51 .00 .00 438.64 .13 .19 .a4 423.00 87400. 22288. 13978. 51134. 7766. 4515. 17465. 52612. 2714. 430.00 8.98 2.87 3.10 2.93 .057 .075 .057 .000 400.00 ',.280.00 QA@397 1050. 760. 600. 2 a 0 .a0 2100.00 5300.00 PAGE 157 CCHV= an CEHY-- .5w 1496 NH CARD USED 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELN EG HV HL GLOSS BANK ELEV 0 @LOB an @ROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR :TRIAL IDC ICONT CORAR 70PWID SST *SECNO 59170.000 3280 CROSS SECTION 59170.00 EXTENDED 1.65 FEET 3476 ENCROACHMENT STATIONS= 7000.0 8400.0 TYPE= I TARGET= 1400.000 59170.008 37.75 438.65 a0 .00 438.95 .30 .23 .08 424.40 87400. 6864. 17383. 63153. 2791. 4601. 13515. 52981. 2733. 424.60 9.07 _. 46 3.79 4 .67 .075 a',0 .040 .000 408.90 1*00.00 OWN 170. 520. 600. 2 a 0 a0 1400.00 8480.00 CCw- .300 CEHV= 500 *SECNO 59230.000 3280 CROSS HCTION 59230. N EXTENDED 9.45 FEET :301 HV :14 N ED `!ORE 74AN -vINS 3302 ARN1r4S: CONVEYANCE CHANGE OUTSIDE CF ACCEPTABLE RANGE, RATIO = 43 3370 NORMAL '-RIDGE, NRD= 2 MIN ELTRD= 433.70 MAX ELLC= +**** **+ 3470 ENCROACHMENT STATIONS= 1000.0 8050.0 TYPE= TAW= 1050.000 ELENCL= 440.00 ELENCR= 440.00 59230.000 36.95 438.35 .00 .00 439.37 1.02 .06 .36 424.10 87400. 9795. 19272. 58332. 1439. 3856. 6438. 52923. 2735. 429.20 4.01 6.81 5.00 9.06 .040 .050 L48 .008 481.48 7000.00 002672 60. 68. 60. 2 a 0 - 800.00 1050.00 8858.00 *SEDIO 59270.000 3280 CROSS SECTION 59270.00 WENDED 9.75 FEET 3370 NOP A- BRIDGE, NRD= 2 MIN ELTRD= 433.70 MAX ELLC= ******** 3470 ENCROACHMENT STATIONS = 7000.0 8050.0 TYPE= 1 TARGET= 1050.000 ELENCL= 448.00 ELENCR= 435.00 'AGE 158 13!30/90 .- ::8 :56 I ROYAL LANE -- REVISED THE CORPS RECONN STUDY SY TAKING OUT THE I .14 THE PROPOSED ROYAL LANE DESIGN AND INSERTING THE FIS ROYAL MODELI 4.24.40 59220 ROYAL LAW (LS= 433.7); 1945 FSS AND 1970 FSS N24, WITH 59800. a0 E.F. CUE TO FILL U/S OF ROYAL LANE 4.50 FAT 59220 STATIONS DECREASE FROM PREVIOUS MODELS U/S OF THIS POINT 439.50 59270.000 37.25 438.65 .00 .00 439.51 .86 .I0 .05 429.10 87400. 9751. 18367. 59262. 1501. 3915. 7180. 52934. 2736. 429.20 9.02 6.1 4.69 8.26 .040 .050 .040 .000 401.40 7000.06 002307 40. 40. 40. 2 0 0 - 900.00 1200.00 8200.00 *SECNO 59320.000 .100 040 3288 CROSS SECTION 59320.00 EXTENDED 4.35 FEET 480. 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CCNVEYANCE CI P.E. SECTION 59320.000 :8.45 439.35 87400 1E06. 38644. 9. a2 .A 5.52 300415 50. 50. +SEC,gO 59800.@00 .14 . 00 4.24.40 3280 CROSS SECTION 59800. a0 EXTENDED 4.50 FAT 59800.000 39.50 439.50 .00 , 00 439.85 87400. 5841. 61829. 19738. 4669. 11214. 9. Ql5 25 5.51 L. c7 .100 040 000225 w0!D. 480. 490. 2 0 MSE OUT! .a0 371 +. 62 �0. ;IDE OF A! .00 7517. .370 xEPTABLE RANGE, KRATIO = 2.36 u39.71 .3E .34 .15 424.40 6996. 8033. 52954. 2738. 424. . a40 .340 .000 400.90 5100.00 a a N 2488. LV Saes. 01 +SECNO SM. M 3280 CROSS SECTION 60500.00 EXTENDED 29.86 FEET .35 .14 . 00 4.24.40 8704. 2205. 2757. 424.014 060 .000 400.00 6800.00 a 00 1327.00 8127.00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACC.ERMBLE RANEE, KRATIO = 1.05 60500.000 39.06 439.86 .00 .00 44L N .14 .08 .07 400.00 8741V. 1630. 64153. 21617. 1743. 1SM. 17354. 53732 2783. 425.00 9.12 .94 3. 1.25 .100 .040 .060 .080 400.00 5750.00 Im0066 600. 700. 888. 2 0 0 .00 1690.00 7440.00 PAGE '_59 10/30/90 12:18:56 SEW DEPTH CWSEL CRIWS WSELH E6 HV HL OLOSS BANK ELEV 9 GLOB OCH 9ROB BLOB AM ARDB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN EL.M1N SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 61500.000 61500.080 39.98 439.98 .00 .00 "0.06 .08 .05 .02 446.00 87400. 0. BUM, 1316. 0. 36602. ''.223. 54558. 2813. 429.08 9.23 .00 2.35 .59 .000 .045 .080 .000 488.00 692.09 008844 ;500. 1000. 780. 2 0 D 08 1252.84 :944.93 *SECNO 61880.800 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 61880.080 39.96 439.96 .00 .00 440.13 .17 .02 .04 440.E 87400. 0. 84055. 3345. 0. 25138. 4074. 54858. 2823. 424.00 9.27 .00 3.34 .82 .000 .045 .100 .880 400.00 692.16 .@ON% 330. 380. 430. 2 8 0 .30 1065.72 '.'57.88 *SECNO 62100.000 32100.000 :9,95 4 39,95 .00 0 - 4 0.19 .24 .33 .04 440.00 87400. 3. 78:27. 9073. 0. 1 18848. 6682. 54992. 2828. 425.00 ?.28 :N 4.16 1 1.36 .000 .045 .088 .000 400.00 780.21 300157 200. 220. 180. 2 0 0 :070.64 IB50.85 mw- . 100 CEW 3m *SEW 62350.008 3280 CROSS SECTION 52350.00 EXTENDED 10 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 62358.008 40.10 440.10 .00 .00 44& 23 .13 .02 .01 426.40 87400. 198. 83666. 3536. 239. 28202. 3051. 55150. 2834. 417.00 9.31 .A3 2.% 1.16 .060 .045 ON .008 40& 00 115& 00 000065 210. 25& 200. 2 0 0 .08 1014.00 2172.00 *SEM 62950.000 280 CROSS SECTION 62950.08 EXTENDED .14 FEET 62950.088 4 40.14 4 440.14 . .00 . .00 4 448.27 . PAGE 160 '.0/30/90 2:18:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOS.9 3ANK ELEV 0 GLOB OCH OROB GLOB AM AROB 'AL TWA LEFT /RIGHT TIME VLOB VCH VROB ML XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR :TRIAL IDC ICONT CORAR TOPWID ENDST +SECNO 63750.000 3280 CROSS SECTION 63750.00 EXTENDED .:5 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 63750,000 40. 440.:5 .00 .00 440.36 .2o° 07 .03 +26.00 86730. 2358. '1407. :2935. 2512. 17691. 7748. 56151. 2871. 424.00 9.43 .94 4.04 1.67 .100 .045 ON NO 400.00 %5.30 300132 950. 300. 650. _ 0 0 00 1260.E n,00 +SEC`10 63920. M 500. _ d 0 .00 2100.00 12800.00 3280 CROSS SECTION 63920.00 tXTENDEC 16 FEET 53920,.'08 40.15 440.15 J0 :0 440.39 .24 .02 .01 426.00 867Qb. 66778. 16853. _ 7 071 _5244. 9142. 56259. 2876. 414.00 -.38.. 64 .:00 .345 .060 .300 =N.V 1133.30 .'001`3 : 7 0. 170. 170. d .00 1313.00 2443.00 tSECN0 64450.000 3280 CROSS SECTION 64450.00 EXTENDED .36 FEET 64450.000 40.36 440.36 .30 N 443.49 .13 .08 .01 426.00 96700. 4529. 45658. =6513. 4970. :2623. 49271. 56746. 2900. 425.00 9.50 .91 3.62 1.89 .100 .345 .368 ON 400.00 1040.30 000117 260. 536. M. 2 d 0 .00 :843.00 2883.30 CCHV= .300 CEHV= .500 +SECNO 64828.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 3470 ENCROACHMENT STATIONS= 10700.0 :2800.0 TYPE= I TARGET= 2100.008 54820.000 40.38 440.38 .00 .00 440.66 .28 .09 .08 427.00 06700. 14%3. 33863. 37855. 7329. 5379. 17940. 57065. 2919. 425,50 9.53 2.04 6.3 2.11 .100 .050 .100 .008 400.00 10708.00 300634 200. 370. 500. _ d 0 .00 2100.00 12800.00 "AGE -: :J/30/90 ;:19:56 SECNO DEPTH CWSEL CRIWS 4SELH =, HV HL GLOSS BANK ELEV D GLOB 3CH ;ROB GLOB ACH AROB VOL TWA LEFTAIGHT TIME e'LCB VCH VROB AL XNCH XNR WTN ELMIN SSTA SLOPE +LOBE XLCH XLOBR :TRIAL IDC ICCNT CORAR TOPWID ENDST CCHV= 300 CEHV= 500 * SECNO 64900.000 40.79 440.79 .00 .00 441.03 .24 .05 .01 64900.00¢ 40.45 446.45 O N 440.71 .26 .a4 .01 429.00 66700. 3533. 34710. 46457. 1685. 6177. 18644. 57117. M. 427.50 9.54 2.10 5.62 2.60 .075 .045 .070 NO 408.V 1185.71 000476 80. Ba. SO. _ a 2 .a0 1854.23 3039.94 * SECNO alum. on 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= , MIN EL-RD= ya. 00 MAX ELLC= 1111** ** *SEM E53W.000 3265 DIVIDED FLOW 1 370 NORMAL BRIDGE, NRD= 4 MIN ELTPD= -50.00 MAX ELLC= *** E5300.000 :H 635 440.74 .20 .00 "A. 97 .23 .20 :Seas. 2 00 4a. 53 44. 53 Ja * 440. n 24 6 0 1 29. 3E7 30. 7 347. 7 2 3 W. `_:344. W. 6042. :8091 `_7177. 2927. -27-27"o .075 .045 .270 .060 .375 U5 1191.88 400.00 "K.38 J006�4 :66. N. A. = J a 30 :755.54 3446 .24 *SEM E53W.000 3265 DIVIDED FLOW 1 370 NORMAL BRIDGE, NRD= 4 MIN ELTPD= -50.00 MAX ELLC= *** E5300.000 40.74 440.74 .20 .00 "A. 97 .23 .20 .00 429.00 86700. 3375. 32066. 51259. 1620. 6097. 18384. 57355. 2939. 427.50 9.57 2.08 5.26 2.79 .075 .045 .270 .060 400.00 1191.88 000657 300. 300. 300. 2 0 6 .00 1786.84 3041.05 * SECNO 65400.000 65400.066 40.79 440.79 .00 .00 441.03 .24 .05 .01 429.00 36700. 3590. 34326. 48784. 1742. 6271. 19138. 57417. 2943. 427.50 9158 2.06 5.47 2.55 .475 .045 .070 .306 400.00 1184.67 000443 100. 100. 100. 1 0 3 .00 1856.60 3041.27 -'AGE 'E2 10i32i ?0 12:19:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BAN( ELEV ] GLOB OCH OROB ALOB ACH AROB VOL TWA LEFT /RIGHT TINE VLOB VCH Am XNL XNCH XNR WTN ELMIN SSTA SLOPE ;LOBE XLCH XLOBR !TRIAL IDC IMff CORAR 70PWID ENDST CCFN= 100 CEHV= 308 : 240.00 60@0.00 100. 2 0 0 - 2638.07 1403.00 2968.00 1490 NH CARD USED 3370 NORMAL BRIDGE, •SECNO 67188.000 MIN ELTRD 443.70 MAX ELLC= eee+e+e+ 68088.088 44.07 442.07 .00 3470 ENCROAD#W 67ATIDr15= 2050.0 4008.0 TYPE= 1 TgRGET= ?950.008 67180.0 39.68 441.68 .2N .00 441.85 .17 .81 .01 430.08 86508. 47Q51. 26169. 120. 15294. 6535. 5471. `_8495. :020. 428.00 9.73 3.14 4.00 2.26 .JSs" .070 .380 088 49,30 2858.00 M474 2300. 1788. ,330. _ a a .a0 1950.00 4000.00 1490 NH CARD USED *SECNO 67880.008 -280 CROSS SECTION 67880.N EXTENDED 1.93 FEET 3470 = 'CRCACHIENT STATIONS= 10 6000.0 TYPE= TARGET= :999. 399 ;7880.000 43. ?3 -41.:3 .00 .30 -42.07 14 . - .m 428.00 ?6500. 59662. :5410. 42B. .3365. ?923. :78. 5 8868. - -045. +25.00 78 2. ?8 13 1.46 mI .070 .100 3¢41 398.'00 ?060.00 200316 508. '2�. M. _ .001917 100. : 240.00 60@0.00 CC}iV= .300 CE}:V= .500 +SEC210 67980.000 3sW WARNING: CONVEYANCE CHANGE CUTSIDE CF ACCEPTABLE RANGE, !.RATIO = .41 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.70 MAX ELLC= *+++see+ 'AGE :53 VALLEY VIEW LANE 67980.000 43.88 441.88 .00 N 442.25 .37 .06 .12 422.00 86580. 61802. 21523. 3174. 14298. 3392. 788. 58923. 3048. 425.00 9.73 4.32 6.35 4.03 .050 .050 .050 .000 398.00 1557.80 .001917 100. 100. 100. 2 0 0 - 2638.07 1403.00 2968.00 *SEC,NO 68080.000 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD 443.70 MAX ELLC= eee+e+e+ 68088.088 44.07 442.07 .00 .00 442.44 .37 .19 .08 422.00 86500. 61802. 21523. 3174. 14298. 3392. 788. 58%6. 3052. 425.00 9.79 4.32 6.35 4.03 .0550 050 .050 .088 398.80 1557.08 001917 t00. 100. 188. 2 0 0 - 2907.05 1403.00 2960.00 'AGE :53 lene/9a 18:56 SECNO DEPTH CWSEL CRIWS ZELK EG G [LOB OCH GROB ALOB ACH TIME VLOB VCH VROB XNL RICH SLOPE XLOBL XLCH XLOBR ITRIAL ;DC 1490 NH CARD USED 428.00 86500. 66395. *SEC"!0 681801M 315. 23089. 5134. 3280 CROSS SECTION 08180.00 EXTENDED 2.42 cccT HV HL DLOSS RAW ELEV AROB VOL TWA LEFT /RIGHT XNR WIN ELMIN SSTA MONT CORAR TOPWID ENDST 33M WARNING: CONVEYANCE CHANGE 'OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.53 3470 ENCROACHMENT STATIONS= 8 .8 5980.8 "YPE= ; TAW= 5379.399 68180.000 44.42 442.42 .80 a0 442.57 .15 .06 .07 428.00 86500. 66395. 19791. 315. 23089. 5134. 313. 59019. 3255. 432..'0 9.80 2.88 3.85 1.01 .351 .855 .100 M 398.00 5 060.100 0A0320 100. 1n. _230.00 3230.x0 3 0 .30 ;920.00 5988.80 CC1N= .100 CEHV= .300 1490 NH CARD uSED *SECNO 68350.000 3 =BOSS SE"iCN ;8350.1'0 EXTENDED S. 50 =E T 3470 ENCPOACHMENT STATIONS= 8 3230.0 PE= TARGET= 229.999 68350.000 50.58 442.50 .30 .30 442.62 .12 .05 .00 +30.x0 86500. 61414. :7220. 7885. =2030. 5381. 3472. 59124. ;863. a28. 1 3.82 79 3. 0 2.27 355 .370 ..162 .000 02.00 1 .000.00 NOM 140. 170. 2'0. 3 0 :+0 _230.00 3230.x0 1490 NH CARD USED *SECND 68608.080 3286 CROSS SECTION 58600.00 EXTENDED 5.57 FEET 3470 ENCROACHMENT STATIONS= .0 3390.0 TYPE= ; TAW= 3389.999 68600.000 40.58 442.58 .00 .a0 442.69 .11 .06 .00 428.00 86500. 54104. 14039. 18357. 20643. 4457. 7832. 59261. 3072. 436.00 9.84 2.62 3.15 2.34 .054 .070 .056 ON 402.00 1000.00 000290 150. 250. 270. 0 a a a0 2390.00 3398.00 1490 NH CARD USED *SECN0 69480.a00 59480.000 44.79 442.79 .00 .30 442.91 .12 .23 a0 426.00 86500. 44861. 13400. 28239. ,5340. 4478. 11544. 59793. 3112. 428.M 9.91 292 2.99 2.45 .852 .086 .052 .000 x98.00 1005.52 1300333 710. 880. 670. 2 a a 08 2437.13 3442.64 . ?QGE :64 I 000/90 12:18:56 EECNO DEPTH CWSEL CRIWS ASELK EG 4V hL OLOSS BANK El.Ev O GLOB OCH DROP ALOB ACH ?ROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB A XNCH XNR WTN ELMIN ESTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC MONT CORAR TDPWID ENDST 1490 NH CARD USED *SECNO 71280.000 3470 ENCROMMENT STATIONS= MIA 13000.0 TYPE= 1 TARGET= 3000.000 11280.000 42.81 443.31 .00 .30 443.38 .07 .46 .01 430.W 96508. 28417. 17964. +0119. :5980. 7520. 18487, 51396. 3231. 430.00 !8.16 1.19 2.39 2.17 .058 .280 .352 000 400.58 10000.00 008185 1760. 1800. 2120. 2 0 0 .30 3000.00 13200.00 1490 NH CARD USED *SEA 72920.080 3302 bARNINti: CONVEYANCE CHfNBE CUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.48 72920.0&0 35.50 x43.52 .3<7 .30 443.56 .05 . 17 .00 428. N 86500. 38154. !9232. 4937. 24805. 52991. 33 428.11 1.46 1,44 250 .352 .2dd -9.08 909. -9 300085 ;500. 1640. 3ti'0. _ 3 8 M 3335. - 245.01 :490 NH CARD USED *SECNO '5620.000 15620.M 35.63 443.63 x .V 443.70 .117 .14 .00 +32.72 86500. 24578. 11359. 50563. 3532. 5437. 32948. 64395. 33433. 428.13 40. ES 2.88 2.09 1.53 .237 .060 .351 .9'.00 ±08.00 8469.09 000106 1300. 2700. :2N. 2 0 D M 3167.25 11636.34 1490 NH CARD USED *SECNO 77490.000 77490.000 36.25 443.75 .00 DB 443.82 .07 .13 .00 433.00 86200. 60001, 12689. 13518. 25531. 6497. 9477. 65398. 3502 434.00 10.71 2.35 1.95 1.43 .043 .075 .054 .800 407.50 7463.81 .000141 1080. 1870. 700. 0 0 0 .00 3273.33 10737.14 1490 NH CARD USED *SEC.% 90970.000 3280 CROSS SECTION 30970.00 EXTENDED .04 FEET 80970.000 36.04 444.04 .00 . M 444.12 .07 .24 .00 433.50 86200, 46204. 10443. 29553. 18917. 4818. 19034. 67359. 3653. 436.20 10.98 2.44 2.17 1.55 .042 .070 .052 .200 408.00 6.00 000143 19M. 7 480. 1 .65L 0 0 0 .00 3693.81 3699.81 SECNO DEPTH CWSEL CRIWS ASPK a HV HL GLOSS PAW ELEV D GLOB )CH OROB ALOB AM AROB VOL T'«'A LEFT /RIGHT TIME VLOB IJCH JROB XNL XNCH XNN WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC MONT CORAR TOPNID ENDST 1490 NH CARD USED 08 3478.57 7108.00 *SECNO 83400.000 83400.008 34.32 444.32 .00 .00 444.37 .05 .25 .00 4336.00 84308. 25983. 8111. 50206. 11214. 5286. 31128. 69783. 3851. 436.80 :1.33 2.32 1.53 1.61 .030 .076 .044 .008 410.00 9901.89 .300098 2300. 2430. 2200. 2 0 3 .30 3982.88 13884.78 !490 NH CARD USED *SECNO 64750.000 34750.080 .46 444.46 .08 .00 444.51 .06 .14 .08 439.00 84300. 36508. ?269. 38523. 15470. 5834. 24221. 711333. 3977. 439.00 11.52 2.36 1.59 1.59 .048 .075 .251 .008 412.00 10X31.58 X8128 1200. 1350. 1400. 1 0 0 .00 4191.71 5193.2? 1490 '1H CARD USED +SECNO 35000.000 _280 :°CSS SECTION 25M.00 EXTENDED 2.49 FEET 65000.000 32 .50 444.50 .00 30 444.56 .06 .04 LV 439.00 - 843 23134. :1850. 49315. 12590. 5842. 24288. 71390. 4002. 439.80 11.55 1.84 2.03 2.03 .051 .075 .051 M 412.00 880.00 20208 350. 50. 200. i 0 0 .00 =312.36 5:?3.3fi 1490 NH CARD USED *SECNO 86560.000 3265 DIVIDED FLOW 3280 CROSS SECTION 86560.00 EXTENDED 2.54 FEET 3382 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RWi6E, NRATIO = 1.52 3470 ETMADMT STATIONS= 2000.2 7100.8 TYPE= 1 TARGET= 5100.000 8656@. @@@ 34.64 =44.64 . as .00 444.70 .06 .14 . as 436. M 343@0. 18443. 10740. 55117. :2909. 5824. 26229. 72472. 4095. 438.06 11.71 1.43 1.84 2.10 .053 No .039 m 410.00 2080.00 080898 1 200. 1560. 988. 0 0 9 08 3478.57 7108.00 'AGE :66 12!30/90 12:18:56 SECNO DEPTH M EL CRIWS WSELK ES 4V HL OLOSS SPNK ELEV O GLOB OCH GROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL !DC ICONT CORAR TOPWID ENDST 1490 NH CARD USED *SECNO 87530.000 3265 DIVIDED FLOW 3280 CROSS SECTION 87530.20 EXTENDED 1.91 FEET 3302 'WARNING: CONVEYANCE CHANGE CUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 3470 ENCROACHMENT STATIONS= 2000.0 7620.0 TYPE= 1 TARGET= 5620.000 87530.200 34.71 444.71 .08 .08 444.92 .21 .18 .05 440.00 91200. 27395. 20403. 43463. 7933. 4 M7. 14337. 73208. 4168. 426.00 .:.78 3.45 5.02 3.23 251 360 254 .200 418.08 2800.00 x00583 600. 970. 1035. 2 0 2 M 3477.86 620.00 1490 NH CARD USED *SECNO 37808.200 . 65 DIVIDED FLOW 1470 ENCRCACHI E.NT STATIONS= .3 6480.0 TYPE= TARGET= 6479.999 87800.000 34.71 444.71 .00 .28 445.17 .46 .18 .07 430.00 91200. 14214. 35848. 31138. 5148. 5169. 8229. 73326. 4181. 130.00 11.',9 4.70 6.91 3.78 .250 .260 050 .000 418.00 1884.17 .000983 250. 270. 200. 2 0 2 M 1691.62 6480.00 CCHV= .600 CEHV= 1800 *MCNO 87869.080 3265 DIVIDED FLOW 3302 WARNING: COrIVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .53 3470 ENCROACHMENT STATIONS= 1835.0 7470.0 TYPE= i TARGET= 5635.008 87869.000 34.73 444.73 .N .00 445.64 .91 .12 .36 456.00 91200. 20570. 53332. 17298. M. 5911. 4045. 73351. 4184. 450.00 11.79 5.73 9.02 4.28 ON .070 .m 000 410.00 1861.17 003534 69, 69. 69. 2 0 2 .08 1709.60 7469.93 PAGE :67 10/30190 12:18:56 SECNo DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV O :GLOB OCH GROB ALOE ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XN_ INCH XNR WIN EL41N SSTA SLOPE XLDBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPYID ENDST *SECNO 87870. W 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE C.HNIGE OUTSIDE 2F ACCEPTABLE RANGE, KRATIO = .59 3370 NORMAL BRIDGE, NRD= 63 4IN ELTRD= 442.50 VAX ELLC= 450.00 3470 ENCROACHMENT STATIONS= 1935.0 7470.0 TYPE= 1 TARGET = 5635.488 87%0.000 :ELT LINE ROAD 445.70 .08 .00 44E.75 1.05 .38 87870.000 34.71 444.71 .00 .00 445.77 1.05 .01 :2 450.08 91200. 21151. 53719. 163330. -348. %34. 3074. 73352. 4184. 450.00 11.79 6.32 3.54 5.31 1388 .070 040 .1188 410.00 1861.36 .dial9a i. 1. 1735.84 7469.94 0 8 - 1449.52 7 1.08.96 7 469.93 *SECNO 97%0. M 3265 DIVIDED FLOW 33370 NORMAL BRIDGE, NRD= 53 VIN ELTRD= 442.50 MAX ELLC= 450.08 3470 ENCROADOIENT STATIONIS- 1835.0 1 470.0 TYPE= , TARGET= 5635.000 87%0.000 35.70 445.70 .08 .00 44E.75 1.05 .38 .08 450.00 91200. 26189. 54206. 16805. 3358. %Q. 3328. 73377. 4187. 450.00 11.80 6.01 9.61 5.06 an .070 .080 .800 410.00 1853.37 .011693 90. 90. 90. 2 a 0 - 2875.59 1735.84 7469.94 ♦SECNO 87%1.080 3265 DIVIDED FLOW 3312 WAANINb- CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.19 =AGE 168 3470 ENCROACHMENT STATIONS= 1835.0 7470.0 TYPE= 1 TARGET= 5635.000 i3i30P ?0 .:19:56 SEVIO DEPTH NSEL CRIWS WSELK E6 HV HL GLOSS BANK ELEV 3 GLOB OCH OROB ALOB AD AROB VOL TWA LEFT /RIGHT TI+'E VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CONAR TOPWID ENDST 87961.300 36.40 446.48 .80 .N 447.01 .62 .00 .26 450.00 91200. 21369. 48515. 21316. 4164. 6421. 5840. 73377. 4187. 450.00 11.90 5.13 7 .56 3.65 .080 .070 on ON 410.00 1847.64 002443 :. 1. 1. 3 0 0 .00 1755.11 7469.95 CCHV= 300 r&N= .500 *SEC+O 98800.000 265 DIVIED FLOW 3470 ENCROACHMENT STATIONS= 1000.0 6500.0 TYPE= 1 TARGET= 5500.000 98000.000 36.51 446.61 .00 .N 447.13 .52 039 .33 442.00 91:00. _ ?37. 43715. 25248. 4848. 6091. 7120. 'L 4189. 438.00 11.80 4.59 7.18 3.55 .380 .070 .380 .300 410.00 1075.21 002101 39. 39. 39. 2 0 0 .S 1609.09 6580.00 *SECNO 38032.'300 3265 CIVIDEu FLOW 3370 NORMk ?RIDGE. NRD= 9 MIN ELTRD= 449.50 MAX ELLC= 446.58 3470 E"ICR0ADMD4T STATIONS= 3 '1480.0 TYPE= 1 TARGET= 11480.000 STLEW RAILROAD 88030.000 36.84 446.84 .00 .00 447.25 .40 .08 .03 649.50 91200. 19756. 34837. 36687. 4987. 5718. 8030. 73405. 4190. 449.50 11.80 3.36 6.09 4.56 .080 .070 .080 .000 410.00 5900.09 .003523 30. 30. 30. 2 0 0 -226.66 1678.90 11479.22 +SE!"m 88058.000 3265 CI'VIDED FLOW ?AGE :69 3370 'FORMAL ?RIDGE, NRD= 8 MIN L TRD= 449.50 MAX ELLC= 446.50 :0134! ?0 12:18:56 SECNO DEPTH CWSEL CRIWS WSELK ES HV HL OLOSS SANK ELEV 9 CLOB OCH ]ROB ALCB ACH AROB V% TloA LEFT.'RIGHT TIME '.'LOB VCH VROB XNL XNLH XNN WTN ELMIN SSTA SLOPE XLCBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 58050..'@ 36.92 446.92 ?1200. :9654. 346„`7. 11.90 3.94 6.06 ..'53486 20. 20. .0 11480.0 TYPE= 28 .80 447.32 36090. .987. 4718. 3,56 ,480 .370 TARGET= 11480.000 ,40 .07 .00 449.50 8097. 7 4191. +49.50 .080 .380 410.00 '900,09 3 - 269.50 'E79.2 .. 47'?, 54 *SED10 28150.000 :265 DIVIDED FLOW =302 WARNING: MNVEYANCE CHANGE MSIDE IF ACCEPTABLE RANGE, KRATIO -47� ENCROACHMENT 6TAT'l0NG= ;17.0.0 :895.'.'• TYPE= TARGET= 5'95.'-130 ;8150.u30 37. :2 .47.2 ^ c .4 . + ARE LOWER THAN THE DISCHARGE VALUES IN THIS MODEL. .12 -30.M 35945. ;967. 7Bl. :261::. ' 41 0 5. -40.a 61 2.35 21 2.36 `_L L70 20 'S0 -10.80 ::30.00 .401525 :00, :40, :30. _ ? J LB :63189 6 893 CCHV= 300 CEHV 500 *SECNC 89080. M. 3265 DIVIDED FLOW 3280 CROSS SECTION 89050.40 WENDED :,3 FEET 3W '-4ARNING: CONVEYANCE CHANBE OUTSIDE 7 ACCEPTABLE RANGE, KRATIO = 2.92 +++tai+ ++++++ THIS MODEL REPRESENTS A SHORTENED VERSION OF THE CORPS RECONN MODEL. C HAVE RD MADE TO THE MODEL AS PER FE]A SUGGESTIONS. THESE COMMENT CAR DETAIL '.FE CNAN6'ES. NO OTHER CHANGES WERE MADE. RON MORRISON, P.E. + tttt t+++ t++ttttt++tt+t+t +ttttt++++t�+F+ THE DISCHARGE VALLES IN THE NATHAN D. MAIER AND EFFECTIVE FIS MODELS ARE LOWER THAN THE DISCHARGE VALUES IN THIS MODEL. 39050.'400 37.95 447.95 .30 .28 447.98 .04 .33 .09 434.00 91200. 53939. .5851. 21411. 43242. 7303. 13970. 74377. 4274. 438.00 11.97 1.25 2.17 1.53 LBO .075 .060 .000 410.00 :281.03 800173 980. 900. 550. 2 L 0 .00 5682.19 7130.00 SAGE :'L :013:/ ?0 .2::8:E6 ;ECHO :EP? CWSEL CRIWS WSELK EG HV HL MOM BANK ELEV 9 ;L c 9CH 5ROB -LOB ACH AROB VOL TWA LEFT /RIGHT TIME LCB ':CH ImCB XNL XNCH XNR WTN ELMIN SSTA SLOPE i''BL XLCH XLOBR (TRIAL IOC ICONT CORAR TOPWID BOT CM= .:00 CEHV= .300 +SECNO QW0. M 3265 DIVIDED F'_C'W 3280 CROSS '3EC7'CN ?0000.00 EXTENDED 3.14 FEET 3302 .ARNING: -- NVE% -NCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .48 3470 ENCROACHMENT STATIONS= ?000.000 :8.5 +48.14 912x0. =314:. 27862. :2..'S ..79 4.07 ..100763 - 1 1 1 . ?50. 3800.0 1076; .00 .00 30192. 18484. 930. i.0 TYPE= 448.28 6847. .875 0 1 TARGET= - 3M.008 .15 .27 .03 438.00 9767, 15280. 4364. 440.50 .060 m 409.60 3 800.00 3 .00 +500.99 10765.:10 *GECKO --M . za0 3265 01'.ICED _os 3280 CROSS ' "N 90880..V EXTENDED °' FEET 3302 WARN1 2NVEYPNCE CHANGE OUTSIDE CF ACCEPTABLE RANGE, ?,RATIO = 1.62 33470 ENCKOACh�'IT CTATICNS= 1700.0 9620.0 TYPE= I TARGET= - 1700.000 90800.000 -4.33 448.53 a 00 44&59 .06 .30 .01 437.00 91200. `-6392. :4499. 20319. 38965. 5700. 8856. 'M%. 4427. 441.30 12.14 ..45 2.54 2.52 .080 .075 .060 .000 414.56 1700.00 000293 E00. A80. 780, 2 0 0 .00 5006.41 8620.00 +SECNO 92090.300 3265 DIVIDED - 3280 CROSS SECT?CN 92090.00 EXTENDED 3.81 FEET �!1lJG 1 I 3470 ENCROAC" -"ENT STATIONS= 1700.6 9940.0 TYPE= I TARGET= - 1700.000 10130190 2:18:56 SE940 DEPTH VASEL CRIWS WSELK E6 -�V HL OUSS BANK ELEV G GLOB 3CH GROB GLOB ACH =ROB VOL TWA LEFT /RIGHT TINE VLOB VCH VROB XNL XNCH ;NR WTN ELMIN SSTA SLOPE XLQBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 92090.080 38.21 448.81 .00 .00 448.85 .24 .26 .00 443.00 91208. 62072. 13638. 15490. 52410. 6538. 7388. 772%. 4563. 442.50 12.34 1.18 2.09 2.10 .080 .075 .060 M 410.60 1700.00 380207 964. 1210. 1234. 2 J 0 .00 6823.98 9940.00 *SECNO 923M.000 3265 DIVIDED FLOW 3280 CROSS SECTION 92300.08 EXTENDED 10.87 FEET 92300.0 33.76 448.86 .00 m 448.59 .03 .04 .00 437.30 91200. 13706. 11155. 16339. `_3735. 5571. 9146. 77619. +595. 439.20 12.38 1.19 2. m 2.01 .080 .07 .J&0 2100 +15.:0 190.:50 .400186 ?10. 210. 210. 0 2 0 D0 530E c4 9600.00 *SECNO 3,'3620.000 3265 DIVIDED FLOW 3280 CROSS SECTIN 93620.00 EXTENDED 4.35 FEET 93620.000 ?4.K 449.35 J0 :� 4 49. +1 06 .51 .11 435.52 31200. 59837. 15947. 15416. 40616. X05. :3806. 80864• 4367. 437.50 12.72 1.47 3.54 1.43 .070 .460 .160 .200 =14.50 1000.1." 900,300 2570. 1320. 1420. 2 1 0 .00 7 642.75 100.00 *SECNO 93670.080 3265 DIVIDED FLOW 3280 CROSS SECTION 93676.00 EXTENDED 4.37 FEET 93670.080 18.38 449.38 .20 .00 449.43 .05 .02 .00 439.00 91208. 71415. 9904. 9881. 4794. 66541. 10022. 90927. 4976. 439.00 1 2. 7 2 1.75 2.80 .99 .070 360 Iii 208 431.00 :000.00 :88422 % 50. 50. 1 2 0 .00 7645.36 10M.08 PAGE 172 10032`90 12:18:56 SECNO DEPTH CWSEL CRIWS '4SELM, E6 HV HL OLC BANK K EOJ 8 GLOB 9CH 9ROB ALOB AM AROB VOL TWA LEFTJRIGHT TIME VLCB VCH VROB XNL XNLH XNR WTN ELMIN SSTA ELOPE XLCBL XLCH XLCBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCw- .300 CEW- 500 *SECNO 93730.000 3265 DIVIDED FLOW 1280 CROSS SECTION 93730.00 tKTENDED ?.4 FEET 3370 NORMAL BRIDGE. :RD= MIN ELTRD= 443.50 MAX ELLC= 448.50 NDM MODEL BETTER DEFINED SANDY LAKE ROAD BRIDGE WITH ST CARDS. DID NOT ,4WGE ELEVATIONS OF TOP OF ROAD OR BRIDGE INVERT JUST BETTER DEFINITIO 7 BRIDGE TRANSISTION. THIS ALSO REOUIRED 'VERY MINOR IHANGE TO GR CARD, CHANGED DISTANCE FROM 8490 TO 8490.; AND 8000 TO 9799.9 SANDY LAKE ROAD :37 0.020 +. 91 +49.41 00 U 449.47 .06 .03 01 "3. �0 91 30. '6939. 8554. 5708. .6873. 4 310. 5684. 90997. 4987. 44.8.Sa '203 2.a9 :.98 :.a0 370 160 .100 .000 414.50 Ia84.23 000849 50. 50. 60. 0 E a - 1208.61 8730.32 10420.34 *SECNO 93760.000 3265 DIVIDED FLOW 32N CROSS SECTION 93760.40 EXTENDED +. FEET 3370 NORNiL BRIDGE, NRD= 4 MIN ELTRD= 443.50 MAX ELLC= 448.50 93760.000 34.93 449.43 .08 .00 449.49 .06 .03 .00 443.50 91200. 76942. M. 5738. 37053. 4318. 5727. 81029. 4993. 448.50 12.74 2.08 1.97 1.00 .070 .060 .100 .000 414.50 1080.60 080837 30. 30. 30. a a a-- 1208.61 8738.64 10428. =AGE :73 *SECNO 93810.080 3265 DIVIDED FLOW ... 13/30/98 12:18:56 SEC40 DEPTH CWT O GLOB OCH TIME VL.OB VCH SLOPE XLOBL XLCH CRIWS +SELK EG GROB ALOB ACH ,ROB XM. XNCH XLOBR ITRIAL IDC 3280 CROSS SECTION 93810.00 LXTENDED 4.47 FEET HV HL GLOSS 244 EL EV AROB VOL TWA LEFT /RIGHT XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.88 33810.200 34.28 Y49.48 .00 .00 449.52 .04 .02 .01 439.50 91200. 60310. 14955. :5935. +7078. 52276. :4724. 51094. 5004. 439.00 12. 1.29 2.83 1.08 x70 .260 .070 M 414.50 1300.00 2002:.7 50. 50. 50. 0 L 0 .30 ?604.87 10930.00 CCW= 100 CE}N= .330 +sECr+O 9.57x.030 3470 E!JCROACHNENT STATIONS= .0 "3700.0 TYPE= i TARGET= 10700.200 97570.000 26.91 449.91 30 20 449.93 .02 .41 30 433.110 91200. +602='. °.341. 6837. -1270. ;783. 41658. 84715. 5452. 444.30 13.29 '.12 2.22 .38 .312 'E0 090 .000 423.30 605.07 000150 2100. =760. 1720. 2 1 0 00 10094. ?3 10700.20 +SECNO 98450.088 3280 CROSS SECTICN ?8450.00 EXTENDED 3.73 FEET 98450.000 27.24 450.04 .30 .N 450.06 L'2 .13 .00 442.30 ?1200. 38463. 8548. 44189. 33102. 3793. 44319. 86166. 5626. 442.20 13.47 1.16 2.25 1.00 .070 .060 .0% .200 422.80 60.30 M196 900. 860. 700. _ 0 0 .00 10051.00 10111.10 *SEDC 98650.080 3288 CROSS SECTION 98650.00 EXTENDED 3.76 FEET 9865& 000 27.28 450.08 .30 .30 45& 10 .02 .84 .08 442.00 91288. 38498. M. 44182, 33268. 380& 44503. 86539. 5672. 442.00 13.52 1.16 2.24 .99 .070 .860 .098 .080 422.80 68.08 208195 200. M. 200. 0 0 0 .30 10051.00 10111.00 *SECNO 99280.008 3288 CROSS SECTION 99288.00 EXTENDED 10.93 FEET 99280.030 27.40 450.20 .30 .00 450.22 .83 .12 .30 440.00 91200. 42019. 8025. 41155. 30192. 3451. 40332. 87528. 5794. 443.40 13.63 1.39 2.33 1.02 .070 .060 a9O 000 422.80 330.00 000234 550. 630, 50. 0 0 0 .06 9167.08 9497.08 10/30/90 12:18:56 SECNO DEPTH CWSEL CRIWS WSELH EB 9 GLOB ITCH GROB GLOB ACH TIDE '!LOB VCH VROB CNL XNCH SLOPE XLOBL XLCH XLOBR (TRIAL IDC *SECNO 100040.000 HV HL OLOSS MW ELEV AROB VOL TWA LEFT /RIGHT XNR WTN ELMIIN SSTA ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STA 3 ? 3280 CROSS SECTION 106080.00 TARGET= 4899.9% ****+ **** 22.08 .30 600. 6098. � 450.42 d3 3.56 1 .2 - E, .70 91200. 39473. 7616. 44110, 26292. 2945. 41280. 88788. 5951. 443.M 13.79 1.50 2.59 1.07 .070 .060 .390 .000 428.30 1002.64 .000271 760. 760. 760. 2 0 0 .20 9897.36 9900.00 *SECNO 104600.000 3280 CROSS SECTION 104600.00 EXTENDED 1.61 FEET * *** ***** ?4.15 451.09 . a . M 451.14 .05 .72 .29 444.17 91200, 24161. 10276. 56762. :5294. 3174. 39850. 31508. SM. 446.44 :4.12 1.58 3.24 1.42 .070 :760 .390 M +26.94 520 00 300499 4560. :500. _ 0 0 .00 3622.00 9242.00 *SECNO 1055:0.000 3265 DIVICED FLOW 280 CROSS SECTION 105530.00 EXTENDED .77 FEET ********* 24.67 451.57 .30 .00 451.64 .08 .49 .01 +39.60 37500. 4855. 10798. 91847. 3143. 2432. 46383. 32646. 6462. :42.30 14.24 1.54 4.44 ..76 .270 .060 M 426.90 2184.58 000599 650. 930. 958. 2 J 3 6440.56 9394.E *SM 106080.000 3265 DIVIDED FLOW 3280 CROSS SECTION 106080.00 EXTENDED ********* 30.77 451.97 .30 600. 6098. 9834. 54068. 14.38 1.38 3.56 1 .2 - E, 000370 500. 550. 925. 1.87 FEET .00 452.02 as .37 .00 439.10 4420. 2484. 42847. 93565. 6587. 443.50 .070 068 .090 .000 421.20 1652.21 2 0 0 .00 7184.00 9044.00 CA6E 175 10/x0190 I2: 18:56 SECNO DEPTH WEI. CRINS dSELY, EG HV NL OLOSS BAW ELEV 9 GLOB OCH OROB ALOB ACH AROB VOL TWA 'EFT /RIGHT TIME VLOB VCH '/ROB X6L XNCH XNK HTN ELMIN SSTA SLOPE XLOBL XLCH XLCBR ITRIAL IDC MONT CORAR TOPWID ENDST +SECNO 110500.000 ,'290 CROSS SECTION 110580.00 UTENDED 4.30 FEET 3470 ENCROAIHIENT STATIONS= ?680.0 ;1930.0 TYPE= 1 TARGET= - 46M.000 29.30 453.32 J0 .00 453.34 .04 1.32 .00 449.50 S9M. 30343. 10642. 28014. 23904. 4125. 18202. 97472. 7134. 448.00 :5.02 1.27 =. Ss .. 54 .070 .060 .070 M 424.00 4600.00 000M6 1700. 4500, 4300. 2 0 0 .00 7338.00 11930.00 PACE :76 ?3130190 12:18:56 PAGE !77 THIS RUN EXECUTED 10130190 12:23:58 HEc2 RELEASE DATED SEP Be UPDATED 'EFT 1989 ERROR CORR - 01,0'2,03 MODIFICATION - VE- ASTERISK ( *1 AT LEFT OF CRCSS- -C'.ION NUMBER INDICATES MESSAGE IN SUMMRRY OF ERRORS LIST +* 10 YEAR** + * ** DISCHA SUMMARY PRINTOUT SECNO XLCH 7 ,.;EL SETA ENDST ELMIN 33270.000 .90 !9000..'0 :. =9 S66.:8 1186. 13 3'85.73 270.000 Z0 34500. IZ :, _77,c' X263.53 385.73 3270.000 30 24000. a = -. "9 583, S4 3300.00 385.70 3270.200 J0 - 4500."0 30 571. c2 2329.69 395.78 3305.900 35.30 :9000.90 5.21 664.73 2186.23 85.'0 3305.000 35. M 34500.E -c:.51 634. ES 253.58 385.'0 3305.000 35.00 24000.00 00 520.45 2300.91 385.70 3305.080 35.00 µ4500.'D0 ; .53 566.47 E33B.31 385.70 3335.000 30.00 ! 9008.00 c 564.73 2 186.31 385.70 3335.000 30.00 34508.90 -., 634.58 2263..'1 185.70 3335.000 30.00 24000. D0 24.3! 620.43 2308.02 385.70 3335.000 x.00 44588.00 - -3.51 566.44 2338.33 385.70 3370.000 35.00 19088.08 -16.22 666.07 2186.43 385.70 3370.000 35.00 34500.00 -21.52 637.16 2263.80 385.70 3370.000 35.00 24800.00 +24.01 623.60 2300.02 385.70 3370.808 35.00 44580.90 33.51 571.77 2329.71 385.70 3750.008 388.00 19080.N -16.29 670.04 2189.98 385.30 3750.000 380.00 34588.00 ' -J1.56 640.16 2265.31 385.00 3758.008 380. M 24008.98 424. fit 526.29 2308.38 385.00 3750.000 380.88 44500.00 4 33.52 572.54 2409.77 385.00 4950.000 1200.00 19880.00 416.45 1040.21 2449.26 383.00 4950.800 1200.W 34500.00 +21.71 !030.86 2465.77 383.08 - 950.900 1200.00 24000.00 =4.26 '.026.67 2473.15 363.00 4950.000 1200.00 44580.20 +33.55 1009.73 2502.90 38100 4970. M 20.00 19000.08 -15.45 1038.40 2450.74 383.00 .7D.D00 20.0,0 34508.08 :. 3 1027.22 2 469.85 83.08 4970. 000 20. 90 24000. 00 •24.26 ;022.21 2478.40 383. 00 4970.000 20.'99 4500.98 3.54 !802.03 °5!2.89 -83.00 0/30190 12:18:56 PALE --6 SECK XLCH 3 CAEL SSTA ENWT ELMN :;030.008 50.80 1908D. 00 416.46 1038.39 2450.76 383. M 5030..008 60.80 345M.00 42!.7! 1027.21 2469.85 383.00 5830.000 60.80 24800.30 424.06 1022.21 2478.40 383.80 ;038.000 60.20 44580.80 433.54 1002.03 2512.89 ::83.00 5050.:780 28.N !9808.80 416.47 1048.24 2449.31 383.08 5050.'008 20.0034500.80 421.74 1830.83 2465.84 383.08 5050.008 20.00 24800.08 424.07 1026.68 2473.13 383.00 5050. Qa10 20.00 44500.00 433.56 1089.73 2502.98 383. BB e :750.800 :700.00 19000.00 416.72 :113.80 2251.48 385.60 k 5750.000 1708.00 34500.80 421.36 1058.80 ML 40 3M. 61 z 5750.000 :709. N 24080.80 424.14 1058.00 2256.95 385.68 f 6750.000 1700.30 44508.88 433.61 10.08 2286.69 385.60 6790.0 40.00 19008.80 416.73 1127.93 2451.51 385.60 6790.080 40.80 34500.80 421.98 11122.93 2462.45 385.60 6790.800 40.00 24000.00 424.:5 1106.74 2466. % 385.62 5798.800 40.00 44500.88 4 33.61 1079.68 2486.69 305.60 . m :5.80 ! 9000.88 416.74 : i 27.90 2451.53 385.60 5885.800 15.80 345M.80 +21.99 1112.89 2462.48 385.60 :805.300 :5.x'0 34000.08 +24. :186.72 2466.97 385.60 5805.000 :5.28 445W.00 433.62 :079.67 2486.70 385.60 :850. M 45.30 19M. 00 416.76 1112.76 2251.57 385.60 5650.000 45.08 34500.00 422.00 1050.08 2262.51 305.60 6850.080 45.00 24000.00 424.15 1050.08 ?266.98 38160 5850.000 45.00 44500.00 433.62 1050.00 '''86.71 :85.60 * :1160.008 4310.08 19080. M 417.95 2085.40 3456.62 391.00 + 11168.080 4310.00 34500.80 423.85 1970.15 3582.01 39!.08 t 11160.808 4310.00 442"'88.80 424.68 1966.70 3519.13 391.00 11160.880 4310.00 44500.00 433.85 1947.26 3621L 93 391.88 14048.888 2888.00 19800.08 418.42 1544.69 3866.04 393.38 14848.888 2880.08 34500.00 423.47 1517.12 3863.45 393.38 14048.888 2808.08 44288.00 425.17 1513.26 3865.95 393.38 14848.088 2886.00 44580.00 433.% 1493.27 3876.00 393.38 + :4075.088 35.08 19500.88 418.42 1549.54 2788.92 393.38 !4075.000 35.00 359N. 00 423.48 1517.11 2828.59 393.30 14075.800 35.00 44500.00 425.19 1513.23 2861.07 393.20 + ?4075.088 35.00 44588.08 433.97 1493.27 3888.08 393.30 14185.080 30.00 19508.00 418.44 1549.48 2701.08 393.38 14105.800 30.80 35888.08 423.50 1517.06 2821.03 393.30 14105.088 30.00 44588.00 425.20 1513.19 2861.58 393.38 14105.000 38.00 44508.08 433.97 1493.24 3888.80 393.30 PALE --6 :r;aai9a :2::x:56 MONO XLCH 11 DSEL SSTR DET 1.MIN t 14140.000 35.00 19500.08 418.52 1543.56 3056.17 393.30 * 141446.808 x35.08 35880.N 423.53 1516.99 3063.53 393.30 + 14140.000 35.N 44508.08 425.24 1513.12 3066. 34 39130 + 14140.000 35.08 44580.00 433.98 1493.23 3876.M 393.30 14530.008 3%.36 19508.00 418.56 1548.56 2972.27 391.70 14530.000 390.08 35800.00 423.57 1532.35 2984.48 391.70 14538.888 390.00 44508. M 425.28 1526.81 2988.64 391.70 i45N. M 390.00 44500.00 433.99 1498.63 3005.00 391.70 16560.080 30.00 19580.00 418.54 1555.13 2978.53 398.40 !4560.000 8.00 35880.00 423.56 ;539.63 2991.74 390.40 14568.000 '0.00 ;4500.80 425.27 1534.35 29%.25 :%40 14560.800 30.00 44500.00 433.98 1587.49 3084.15 3%.40 14688.088 120.00 :9500. A0 418.56 1555.12 2978.54 398.40 14688.000 120.00 35080.08 623.57 1539.62 2991.75 398.40 :4680. a08 120.00 44500.08 425.28 1`..!' 4.34 29%. 26 390.40 14680.000 :20.00 44508.00 433.99 1587.50 3004.15 3%.40 ',4 M =0.00 145N. N 4 18.58 :548.49 2972.32 391.70 14700.000 2100 35000.00 423. E0 1532.26 2984.54 391.70 :4700. M 20.00 445460.00 425.31 ::.26.72 2908.71 391.70 14700.200 20.08 44500.00 4.34.00 1498.65 3085.80 391.10 - 17360.0046 2660.08 14508.00 418.77 1078.85 2857.24 391.90 !1360.000 2668.00 3588& 00 423.81 1061.44 2865.91 391.90 17360. M 2660.00 44508.08 425.57 1055.36 2868.93 391.40 17360.808 2668.00 44508.00 434.40 1025.97 2888.00 391.40 18520.0460 1160.00 19500.00 418.84 2388.00 5697.44 392.70 :8520.000 1168.00 35800.00 423.88 2388.00 5710.63 392.70 18520.080 1168.88 445M.00 425.65 2388.08 5715.07 392.70 + 18528.080 1160.00 44506.00 434.10 2300.00 5731.00 392.78 18620.008 108.00 19588.00 418.85 2380.00 5697.94 399.70 18628.000 188.88 35800.88 423.89 2388.08 5710.62 399.78 18628.088 10&00 44500.88 425.66 2380.88 5715.07 399.70 18628.088 106.00 44580.08 434.10 2308.88 5731.08 399.70 + 18670.088 50.00 19580.08 418.85 2388.00 5697.97 39170 18670.880 58.00 '5880.00 423.89 2388.08 5710.63 392.70 1 8670. 808 50.09 44588.00 425.66 2308.00 5715.09 392.70 18670.808 50.00 44500.88 434.10 2388.00 5731.38 392.70 ► 19000.008 331.00 19888.80 418.88 2388.00 5698.03 ' 395.70 14080.008 338.00 34608.00 423.92 238& 00 5710.68 395.70 19008.800 330.00 43600.00 425.69 2388.N 5715.14 395.70 980& 400 338.00 4450& 00 434.11 2388.00 5731.00 395.10 ?4GE 11/31/91 12:18:56 9ECNI0 KLCH 7 C2SEL 95TH ENDST ELM1N 21100.000 2x00.00 19800.0x 419.05 1928.76 4867.'5 '388.31 21 M. 000 2000.00 34600.00 424.02 1899.24 4878.98 38430 21001.M 2000.00 43608.8x 425.80 1884.37 4883.M 388.31 21000.'ON 2001.00 44500.x1 434.14 1500.00 4897.00 388.30 * 3480.000 1400.8 19800.01 419.18 2600.00 4851.23 389.10 * 3410.000 1401.00 34601.00 424.11 2610. a0 4864.27 389.10 * 22411.001 1410.00 436.x0 425.89 2600.01 4869.11 389.10 * 22401.000 1411.00 44500.01 434.16 M.00 4881.11 389.10 3470.101 70.00 ! 9800.30 419.21 2538.85 5019.81 388.40 2470. ON 70.00 34600.00 424.12 2528.58 5119.73 388.40 3 470.001 '1.0x 43600. M 425.91 2524.86 5023.33 388.41 * 3 3470.100 70.00 44500.00 434.16 2511.00 5138.01 388.40 22570.000 111.00 19801.M 419.2 2538.79 W.85 388.40 22570.000 00.n 34600.00 424.13 2528.54 5019.78 380.40 .'2570.001 100.00 43601. N 425.92 2524.81 5823.38 38L 40 2M70. M 100.00 44500.00 434.17 2511.00 5130.00 388.40 22680.100 11x.11 19800.30 419.24 2500.30 4849.53 389.10 22680.000 110.00 34600.20 424.15 2600.N 4861.63 389.10 3 a0 436M. 00 425.93 2600.00 4866. x3 309.10 c268x.000 110.20 44500.11 434.:8 26.00 4801.10 389. 13 26300. M :620.10 21510.01 419.89 3301.N 5872.44 390.01 26300.210 3620.00 37300.00 424.56 3300.00 5881.54 390.88 26300. ON 3620.00 46100.00 426.34 3300.20 5885. d2 390. 00 283'01.0@0 3620.00 93800.10 434.36 30.00 5898.01 390.00 29351.400 x050.20 21600.10 420.52 5800.00 '625.16 380.72 29350.'0N 3050.00 3730.00 424.99 5810.10 7632.08 38L 70 29„".,0.100 3050.3 46110.00 426.77 5811. N 7634.82 388.72 29350.000 3050.00 93800.N 434.75 5800.00 7646.06 380.70 29411.100 50.00 21600.00 420.54 6000.00 7728.39 389.21 29410.000 50.00 37300.00 425.01 6000.00 7754.06 389.20 29410.001 50.00 46100.11 426.78 6100.80 7775.21 389.20 + 29488.000 50.00 93000.00 434.75 6000.00 7787.81 389.20 29520.000 120.00 21600.00 420.57 6000.00 7728.62 389.20 29520.000 20.18 37310.00 425.03 6001.00 7754.26 309.20 29520.000 120.00 46110.10 426.81 6101.18 7775.31 389.21 :9520.800 120.00 93800.00 434.92 6000.00 7787.88 309.29 Mu. ON 40.00 21600.00 420.58 5800.01 7625.27 388.70 ?9561.800 40.00 37300.01 425.04 5801.x0 7632.16 388.70 29560.008 40.00 46101.01 426.82 5810. a1 7634.90 380.71 29560.808 40.00 93800.00 434.98 5880.x0 7646.00 388.70 -acE :80 it�307�a 12:18:56 PAGE 181 SECt87 XLCH 9 CWSEL SSTA ENDST ELMIN 31300.000 1740.00 216M.00 421.02 1300.08 10155.74 388.50 3'1300.000 1740.00 37300.00 425.35 7300.00 10588.08 388.50 31300.000 1740.00 46100.00 427.12 738.00 10500.00 388.50 31300.800 1740.3 93880.00 435.26 738.08 10 8.88 388.50 34160.080 2860.00 21600.00 421.76 6944.27 9913.74 394.10 34160.000 2860.00 37300.00 425.77 68 %.08 10259.49 394.70 34160.000 2860.M 46100.00 427.50 68 %.00 10325.65 39x.70 34160. ON 2860.08 93800.00 435.52 68 %.08 104643331 394.70 + 34190.000 30.00 21600.00 421.70 6909.76 %29.08 395.10 + 34190.000 30.00 37300.00 425.77 6724.08 10069.48 395.10 + 24190.008 30.00 46100.00 427.49 6724.00 10238.63 395.10 34190.000 38.00 93888.00 4335.52 6724.00 18569.41 395.10 3423.088 40.3 21608.08 421.79 6902.18 %29.00 395.10 3423.088 48.00 37300.08 425.81 6724.00 10875.83 395.10 3423.000 40.00 46108.3 427.52 6724.08 10239.53 M.10 34230.008 40.00 93800.00 435.53 6724.00 18569.50 395.10 + 34260.008 38.00 21600.00 422.00 6932.97 9955.13 394.10 + ;4260.008 30.00 37300.00 425.86 6700.08 10262.00 294.70 ?4260.000 20.00 46100.3 427.57 6700.3 10326.84 3394.10 + 34260.090 30.08 93808.00 435.56 6708.00 10462.73 394.70 37250.000 2990.00 21600.00 422.46 8700.00 11719.10 394.20 37250.908 2990.N 3'7300.00 426.18 8708.80 11723.28 394.20 337250.008 2490.00 46100.t0 427.85 8708.89 11724.89 394.20 37258.288 2990.00 93888.06 435.75 8700.00 11732.50 394.20 37290.308 40.00 216N.00 422.44 8914.82 11736.16 395.50 + 372^90.000 46.00 37300.00 426. i3 8906.16 11748.45 395.50 + 37290.008 40.00 46100.08 427.79 8902:27 11743.77 395.50 + 37290.000 40.00 93880.00 435.65 8700.00 11749.83 395.50 37318.008 20.00 21600.80 422.45 8914.80 11736.76 395.50 37310.888 20.00 37308.08 426.13 8986.15 11748.46 395.56 37318.888 20.00 46108.00 427.79 8902 25 11743.78 395.58 37310.888 28.08 93888.00 435.66 8700.08 11749.84 395.50 3730.088 40.00 21608. M 422.55 8708.08 11719.78 394.20 + 37350.088 40.00 37388.00 426.32 8788.08 11723.42 394.20 + 37350.088 40.00 46100.88 428.02 8788.08 11725.06 394.20 + 37350.888 46.00 93808.00 435.98 8708.00 11732 72 394.20 + 42860.088 5510.00 21608.00 423.74 908& 60 12576.85 395.30 + 42660.088 5510.3 37388.08 427.11 9888.88 12606.66 395.30 + 42860.088 5510.00 46100.88 428.73 9806.08 12628.91 395.30 + 42860.088 5510.00 93800.00 436.45 9888.08 12689.16 395.30 PAGE 181 10/30/90 PAM 182 SEND L'C', 9 CWSEL SSTR ENBST ELMIN + 42930. M -1.1 21600.00 423.74 9888.00 125M. 51 395.00 + 42930.800 "0.00 37300.00 427.15 9800.00 12594.02 395.08 42930.000 - 3. J0 46100.00 428.76 %W. 08 12610.33 395.00 42938.000 '9.30 93880.00 436.47 9808.88 12688.56 395.00 42990.808 -0.30 21600.00 423.86 9800.00 12560.76 395.08 42998.000 60. A 37300.00 427.21 9888.00 12594.60 345.00 42990.000 A, 00 46100.00 428.80 9888.00 12610.81 395.00 42998.000 63. 1 0 93808.00 436.48 9880.00 12688.74 395.08 + 43010.080 ?.30 21600.20 424.07 9800.00 12579.78 395.38 + 43010.000 0 37300.00 427.25 9800.00 12607.85 395.30 + 43010.000 20.30 - 6100.08 428.83 9800.00 12621.79 395.30 43010.000 _3.'.3 93800.08 436.51 9800.00 12689.57 395.30 44000.300 :90.00 21600.08 424.35 9252.39 12000.00 393.48 44000.000 :?0.30 "37300.00 +27.47 9247.12 12800.00 393.40 44008.000 K0, :O 46100.00 429.03 9244.48 12800.00 393.40 44008.000 ?90.30 93800.00 436.64 9242.08 12000.80 393.40 + -4150. M 0.:'0 21600.28 424.34 8665.39 12008.08 411.38 44150.000 :53. 12 37380.00 427.52 8584.32 12008.00 411.38 44150.000 133.1 16100.80 429.09 8577.52 12000.80 411.30 44150.200 . =..:3 93880.00 436.68 3 1495.34 12080.00 411.30 44250.300 130.:'0 21600.00 424.52 8659.99 12000.00 397.60 44250.080 30.1 37300.00 427.59 8583.98 12008.00 '1397.60 44250.000 130..0 46100.00 429.14 8.,`77.23 12000.00 397.60 44250.000 A. ?0 33800.20 436.71 8495.27 12880.00 397.60 + 48580.008 °2:3. 0 21600.00 425.79 8151.51 11686.21 394.80 + 48500.080 +253..'•0 37300.00 428.56 8141.82 11610.85 394.80 48500.000 k50.1 46100.00 429.99 8136.83 11613.24 394.80 48508.800 +2`_0.00 93800.00 437.20 8111.55 11625.00 394.80 + 48568.000 50.30 21600.00 425.77 8744.00 11187.80 395.20 + 48568.008 60.30 37300.00 428.52 8744.00 11181.00 395.20 + 48568.000 50.38 46100.00 429.93 8744.00 11187.01 395.20 + 48560.800 60.00 93800.00 437.19 7423.63 11626.01 395.28 48648.000 so. 30 21600.08 425.83 8744.00 11187.00 395.20 48640.000 3 0.30 37300.00 428.59 8744.00 11187.00 395.28 48640.800 ?0.'20 46100.00 400.12 8744.00 11187.01 395.20 48640.008 20.00 93800.00 437.34 7418.54 11626.81 395.20 + 48700.880 :0.30 21600.00 425.% 8150.94 11549.83 394.80 + 48700.000 ; 0.00 37300.00 428.81 8140.96 11561.23 3%.88 + 4 8709.000 60.00 46100.00 430.37 8135.47 115 %.11 394.80 + 48708.000 60.30 93800.00 437.45 8110.66 11626.81 394.80 PAM 182 10/30/90 I2:18:56 P;Am 183 SEND ILCH 0 DISEL SSTA DKE7 1MIN 55300.000 6600.00 22000.80 427.01 72@0.'30 11311.;:0 397.70 55300.000 66@0.00 36900.00 429.76 7200.00 11324.8 3397.70 553@0. 0@0 6600.00 45200.00 431.24 7200. 00 113'31.:5 397.70 55300.000 66@0. @0 87400.00 438.10 72@0. 00 113`.:0. 397.70 + 57890.000 2590.00 22M. @0 427.67 1850.00 5224.32 400.00 + 57890.000 2590.00 36900.06 430.27 1850.00 5233.39 406.00 + °7890.000 2590.00 45200.00 431.68 1850.00 5244.10 400.00 57890.000 2590.00 87400.00 438.335 1850.@0 5270..0 40.00 58650.000 760.00 1 .80 428.29 32@0. @0 '55.27 406.00 + 58658.4010 760.00 36900.00 430.69 32@0.00 5266.:? 400.00 + 58650. M 760.00 +52@0.06 432.02 32@0.00 5276. "` _ 400.00 + 58650.000 760.00 874@0.00 438.51 3200.@0 5300. 400.00 59170.000 520.00 22000.00 428.84 7000.00 84@0.0:a 4@0.90 59170. @06 529.00 36900.00 431.12 7@00.00 8400.00 400.90 59170.000 520.00 45200. @0 432.37 70 @0. 20 3W.. 00 400.90 59170.@00 520.210 97400.00 438.65 7000.00 3400. 400.90 + 59230.0@0 60.00 22000.00 428.68 7206.00 6050. , 41.40 59230..'00 50.00 - ,6900.00 4338.87 7 0 @0. N 3050.'10 41.4 `9230.000 60.00 45200.00 432.07 7 M.20 9050.:0 41.40 59230.,A0 60.20 87400.00 438.335 7080.00 M. 00 +01. .4 ` 59270.000 40.00 22000.00 428.80 72%. 00 8050.3'2 461.40 59270.0@0 40.00 36900.08 431.18 70@0.00 8050.00 41.40 59270.000 40.00 45200.00 432.40 %000.00 9050.00 401.40 59270.000 40.00 874@0.00 438.65 %0 @0.00 82@0..2 501.40 + 59320.000 50.20 ''2000.00 429.44 7016.67 3663.3 400.90 + 59320.0@0 50.00 36910.00 432.64 7@0B. 87 8071.:' 409.90 + 59320.0@0 50.00 452@0.00 433.35 7@04.94 807, "b 400.90 + 59320.0@0 50.00 87490.00 439.35 5606.00 M. 30 490.30 + 59800.060 480.00 220@0.00 429.63 6915.78 8110.':0 400.00 + 59@06.0@0 489.00 36908.00 432.27 6908.83 8118.81 408-80 + 59800. 000 480.08 45200.08 433.59 6964.15 8122.77 400. 00 59800.6@0 480.00 87400.06 439.50 6866.@0 8127.:0 400.06 + 60580.8@0 708.00 22M. 00 429.73 5756.00 7418.:3 400.08 + 605@0. 0@0 700. @0 36909.80 432.45 5750.00 7429.79 4@0.00 + 605@0. @00 700.00 45200.86 433.81 5750.00 1435.26 480.00 + 6KM. @00 700.00 87400.00 439.86 5750.00 7440.:0 440.08 + 615@0.0@0 10 @0.00 ?3@08.00 429.77 73E.90 1913.98 400.88 61500. @00 I0 @0. @0 36988.00 432.51 721.97 1922.20 400.00 615@0.000 10 @0.08 45206.06 433.88 716.48 1926.37 400.00 615@0. 0@0 10 @0. 00 87400.06 439.98 692.09 1944.9? 4x0.00 P;Am 183 .0/30/90 12:18:56 ORGE 184 SECNO XLCH 3 CMEL SSTA ENDST ELMIN + 61880.080 380.00 22080.00 429.76 732.92 1727.31 408.08 + 61880.000 380.00 36900.00 432.50 721.% 1735.53 408.00 f 61880.000 380.00 45200.jS 433.87 716.47 1739.65 480.00 f 61888.000 300.30 87400.00 439.96 692.16 1757.88 480.08 62100.008 220.00 22888.M 429.76 820.93 1828.30 408.00 +62108.000 220.00 36900.00 432.50 809.99 1828.51 400.08 62100.080 220.00 45200.08 433.87 884.51 183262 480.00 62108.000 220.00 87408.00 439. 788.21 1058.85 480.08 + 62350.080 250.00 2:888.00 429.79 1174.04 2123.08 400.00 623%.008 250.00 36988.00 432.56 1169.69 2136.28 400.00 + 62350.0010 250.00 45288.00 433.94 1167.52 2142.93 400.08 + 62350.808 250, M 87400.00 440.10 1158.00 217280 400.08 52950.080 600.00 22106.80 429.88 1077.58 2209.22 408.00 62950.000 600.00 37108.08 432.57 1069.26 2228.32 400.00 62958.000 600.00 45306.00 433. % 1065.09 °'125.88 408.08 62950.000 600.M 96700.00 448.14 1847.00 MA. 00 480.08 + 6'3758.000 800.00 22100.00 429. U 995.21 2194.41 480.08 + 63750.100 880.00 37108.00 432.57 ?86.97 2: 12. 75 408.08 + 63750.0010 800.00 +5388.00 433.96 ?82.88 2206.89 408.00 + 63750.088 900.00 %708.00 448.15 %5.00 2225.00 408.08 Q7920. W 170.00 22108.08 429.88 1160.59 2412.41 488.00 63920.000 170. N 37106.00 432.58 1152.25 2428.75 408.80 63920.008 170.00 45388.00 433.97 1148.08 2424.92 408. N 63920.880 '.10.00 86708.00 446.15 1138.00 2443.00 408.00 64458.008 530.00 22108.00 429.84 1070.58 2852.58 488.08 64450.008 538.00 37108.80 432.66 1062.07 2868.98 480.00 6458. M 530.00 45388.00 434.08 1057.82 2865.23 408.00 64450.080 530.00 86700.00 448.36 1848.00 2883.08 400.08 t 64820.088 378.08 22108.08 429.73 18788.80 12888.00 488.08 + 64820.088 370.00 3718& 08 432.68 18788.88 12888.88 488.08 a 64828.888 378.08 45388.80 434.04 18788.88 12088.06 488.08 + 64820.880 370.00 86708.00 448.38 18788.08 12888.88 488.08 64988.008 80.00 22100.00 429.87 1217.40 2992 12 488.08 64900.008 88.08 37108.08 432.73 1288.83 3018.44 488.08 64988.080 80.00 45388.08 434.16 1284.56 3815.88 486.88 64900.000 80.00 86788.00 448.45 1185.71 3039.94 488.88 65000.008 I& 00 22188.00 430.08 1217.61 2999.86 488.80 65008.000 100.00 37188.08 432.84 1216.88 3818.86 488.08 55088.008 100.00 45M.08 434.26 1287.41 3616.27 480.00 65088.000 108.00 3670& 00 448.53 1192.38 3848.24 488.88 ORGE 184 18/30/90 1 2:18:56 SECNO XLCH 3 'SSE. SSTA 51105T E-!4IN 65300.000 300.00 22100.00 430.35 1216.77 2001.33 408.00 65300.000 3'00.00 37108.00 433.14 1210.08 3012.01 408.00 65308.000 300.00 45300.00 434.53 1206.74 3017.33 40.00 65300.008 300.08 86 440.74 1191.88 3041.05 400.00 65400.000 100.00 22100.00 436.43 1215.69 3881.68 400.00 65400.808 188.08 37180.08 433.21 1207.35 33812.32 488.08 65400.000 108.00 453M. 2V 434.60 1203.21 3817.61 400.00 65400.0M 100.00 96700.80 440.79 1164.67 33841.27 408.00 07180.000 1780.00 22100.00 431.86 2050.00 4808.00 402.00 67180.000 1788.00 36700.00 434.50 ?050.00 4888.00 4 02.00 S7160.000 1780.80 44900.00 435.88 MA. 00 4ML N 402.00 67188.000 1780.00 96500.00 441.68 2058.00 4888.N 402.00 67880.000 700.00 22100.00 432.40 4101.28 6888.00 398.010 67880.000 700.00 36708.N 434.92 4685.50 6ML N 398.00 67880.000 7 00.00 44900.00 436.17 4077.66 6888.08 398.00 57880.000 700.00 56500.80 441.93 4068.00 5088.00 398.00 07980.4'!00 :00.08 100.00 432.41 1578.43 2938.57 398.00 6 ?980.800 '00.00 36700.00 +34.92 1570.25 2946.75 398.00 67980.000 :00.08 .4900. 00 436.17 1566.18 2998.82 398.00 * S7980. ON 100.00 86500.00 441.88 1557.30 2968.00 398.00 688H. M 1.08 22100.00 432.46 1578.27 2938.73 398.00 68000.000 100.M 36700.00 434.99 1570.07 2946.93 398.00 68080.808 108.00 44900.00 436.24 1566.00 2951.00 398.08 68000.000 100.00 86500.M 442.07 1557.00 M.00 3%.00 68180.000 100.00 22100.00 432.55 4108.34 5908.00 M.00 68180.000 108.00 36700.00 435.10 4804.35 5988.00 398. 00 68180.008 100.00 44988.08 436.37 4876.44 5988.00 390.00 + 68180.080 10&00 86506.00 442.42 4060.88 5908.00 398.00 68350.088 170.00 22188.08 432.64 1022.67 3231.08 482.00 68350.088 17& 00 36788.N 435.20 1014.39 3238.00 482.88 68358.088 178.00 44900.88 436.46 1810.60 323&88 4M M 68358.800 17& 00 86508.08 442.50 1888.08 323& 80 402.08 68600.088 250.00 22100.00 432.83 1021.51 3398.08 482.00 68600.000 250.00 36700.00 435.33 1014.03 339!.00 402.00 68688.000 258.08 44980.00 436.58 1010.27 3398.80 482.88 68600.000 250.00 86508.00 442.58 1088.00 339& 00 402.88 69480.080 880.88 22180.00 433.46 1028.86 3411.52 398.08 69480.088 988.00 36788.08 435.78 1023.83 3419.29 390.00 69480.008 880.00 44988.06 436.97 1020.06 3423.25 398.00 69480.008 880.00 86500.08 442.79 1085.52 3442.64 398.08 ")AGE 185 10/30/90 12:18:56 3R6E 186 SECNO XLCH 8 CWSEL SSTR MT ELMIN + 71286.000 1800.00 22100.00 434.33 10000.00 13880.30 400.50 * 71280.000 1800.00 36730.30 436.58 INN. 00 13000.00 400.50 * 71280.000 1800.00 44900.80 437.72 1 NW. 00 13000.08 400.58 71280.000 1830. N 86500.00 443.31 18080.08 13008.00 400.50 * 72920.030 1640.00 '3100.00 434.55 936.36 4215.16 408.00 * 72920.008 1640.00 36700.00 436.82 929.55 4222.72 430.30 * 12920.080 1640.00 44900.80 437.95 926.14 4226.51 430.30 + 7^2920.080 1640.00 86500.00 543.58 909.49 4245.01 408.08 7562^0.000 2730.30 22130.30 534.68 8495.70 11612.49 408.00 75620.308 2708.00 36700.00 4336.96 8488.91 11618.57 488.08 75620.000 2730.30 44900.30 438.10 9485.53 11621.61 408.00 75620.800 2 JO 86500.00 443.63 5469.09 11636.34 468.00 77490.000 1870.00 °L0'300.N 434.85 7490.75 10716.94 407.50 77498.000 1870.00 36530.80 437.14 7483.83 10722.13 487.50 77490.030 1870.00 44630.30 438.27 7486.40 10724.70 407.50 77490.x00 1870.00 96200.08 443.75 '463.81 18737.14 407.50 80970.300 3480.00 22300.10 435.29 32.% '3661.10 408.00 30970.200 3480.00 = 6530.00 437.57 25.89 3671.21 408.00 90970,000 3480.00 44600.00 438.68 22.44 3676.14 400.00 ;8970.000 3480.00 86200.30 au. 86 6.00 3699.81 408.00 83400.008 2430.00 22488.00 435.67 9983.338 13060.76 410.00 83430.000 2438.30 36500.00 437.96 9919.56 13867.11 416.00 83408.000 2430.00 44200.00 439.06 9916.50 13876.17 410.30 93400.000 2430.00 84300.30 444.32 9901.89 13884.78 410.00 94758.000 1350.00 22480.20 435.82 1027.11 5170.19 412.00 84750.080 1350.00 36580.80 438.13 1028.28 5176.37 412.00 84750.000 1356.30 44280.00 439.23 1017.03 5179.31 412.08 84750.008 1'.x50.00 84330.30 444.46 1001.58 5193.29 412.00 + 85008.000 250.00 22400.00 435.81 1102.90 5178.15 412.80 * 85008.088 250.00 36500.00 438.17 880.80 5176.47 412.00 * 85000.008 250.00 44200.00 439.28 888.00 5179.41 412.08 85880 .000 250.00 84380.88 444.50 888.08 5193.36 412.88 * 86566.000 1568.00 22430.30 436.10 2098.99 7100.80 410.00 * 86568.000 1560.08 36500.00 438.40 2021.76 7108.80 410.N * 86568.300 1560.30 44200.80 439.49 2015.13 7188.80 419.N * 36560.000 1560.80 84300.30 444.64 2300. N 7188. N 418.00 * 87538. NO 970. N 24400. N 436.06 2898.28 7592.58 41@.W * 87530.300 970.28 39930. N 438.43 2028.07 7683.52 410.00 * 87530.030 970.00 48608. N 439.54 2019.71 7680.64 416.30 * 37530.000 970.00 9 1200.30 444.71 2308.08 7628.80 410.00 3R6E 186 :I ="3 12:19:56 PAGE 197 SLCH 0 usa SS, BOST ELM1N 37830.1 270,00 244N.00 436.32 1125.25 6348.32 410.00 37800.208 270.06 39900.20 438.57 1089,58 6486-00 410.08 87830.:'30 270.00 48688.00 439.64 1088.57 6480.10 410.00 8'800,.08 270,00 91200.00 444.71 1084.17 6480.00 410.00 978E9.:30 69.08 24400.00 436.41 1906.92 7056.82 410.00 y78E;,NO 69.00 39900.08 438.68 1882.41 7062.53 410.80 + 379n 6'0 69.00 48600.00 439.74 1879.78 7865.17 410.08 + 978E_..00 69.00 91200.E 444.73 1861.17 7469.93 410.00 1.00 24400.30 436.41 1906.79 7056.85 410.00 378'•'.'3 :.00 39980.00 438.68 1882.40 7862.53 410.00 3?9 30 1,30 48600.00 439.74 1879.76 7065.19 410.00 c7K I'l0 ! . M 91200..0 444.71 1861.36 7469.93 410.00 90.00 24400. i10 436.71 1902.59 7857.58 410.00 31 "S� JJO 90.10 Mn. 30 439.13 1881.28 7063.66 410.08 ' ..;30 90.00 48600.30 448.25 1878.47 1866.48 410.00 ,,,@ 90.00 91200.00 45.70 1853.37 7469.94 410.00 30 1.30 24400.00 436.12 1902.55 1057.59 410.00 "0 1.00 39900.30 439.14 1881.27 W. E7 410.00 48608.20 446.26 1878.46 7066.49 410.00 * 79 =:.: 8 1.30 91200.M 446.40 1847.64 7469.95 418.00 4 80""o. 'M 39.00 24488.00 436.76 1075.93 6310.50 410.00 _ og 3 .:30 39.N 39988.38 439.20 1875.75 6318.88 410.08 38001. IN 39.08 48680.00 440.35 1675.67 6588.00 410. 88803.ZN 39.08 91280.00 446.61 1075.21 6588.00 410.00 30.00 24400, M 436.87 5935.67 11108.22 410.00 30.30 39980.00 439.34 5925.38 11188.86 410.00 ?80x3. •'u'0 30.00 48600.00 440.48 5921.26 11447.42 410.00 38033,.'30 30,N 91288.00 446.84 5988 09 11479.2E 410.00 98053:x98 20.00 24480.00 436.91 5935.47 11108.23 410.00 88051,130 28.08 39908.08 439.48 5925.09 11180.87 418.00 8w1. M 20.00 48680.00 448.56 5921.63 11447.75 410.00 98050.'IN 20.00 91200.00 446.92 5900.09 11479.54 410.80 98153.:23 100.00 24400.00 437.17 1112.37 6400.29 410.00 88151,. 100.00 39908.00 439.86 1188.80 6406.97 410.00 381`.3. '30 100.00 48600.00 441.18 1180.08 6090.55 410.08 + 381`_1.•'20 100.00 91280.00 447.22 1188.00 6893.61 418.00 + 99053..'20 900.06 '24400.00 438.64 1484.96 7034.61 410.08 + 992`` 900.00 39900.M 441.23 1004.38 7873.46 410.00 -3.120 392`3.130 900.00 48600.00 442.38 100181 7890.72 410.00 + 89853.:00 900.00 91208.00 447.95 1011.03 7138.08 410.08 PAGE 197 10/30/90 12:18:56 SEND XLCH 0 ME _ MT ELM1N + 90000.000 950.00 24400.00 439.58 =300.30 10706.99 409.60 4 90000.000 959.M 39900.00 441.79 :200.00 :4738.68 409.60 t 90808.00 950.08 48600.00 442.84 .280.;;0 10741.89 409.60 + 90000. M 950.00 91200.00 448.14 - 310..)0 10765.00 409.66 t 90880.009 880.00 24400.90 440.69 - .'2.:'0 8687.68 414.50 + 90888.000 980.00 39900.20 4 , 42.72 - :0.10 3613.45 414.58 + 98880.000 389.20 48690.00 443.67 - ".0, N 8616.20 414.50 + 90889.909 380.00 91200.00 "6. Z-2 - "0.30 8620.09 414.50 ?2999.909 ,210.00 24 441.25 =:,.67 '?914.61 410.60 ?2099.000 1210.00 39909.00 443.22 0.2 ?927.99 410.60 92099.900 1210.00 +8690.00 444.:4 .0 4 934.14 410.60 92099.000 1210.99 91209.@0 448.31 :0. `0 9949.09 410.60 92380.009 210.00 24400.00 441.36 0.A 3563.62 415.19 92300.200 210.00 39990.00 443.31 N. it 9583.11 415.10 92399.909 210.00 48600.09 444.2 :30. -V 8592.25 415.12 ?2200.200 210.00 9120.00 448.86 ::0.00 9699.00 415.10 t ?3620.300 '.322.00 :44M.99 442.17 :6 10144.43 414.59 + ?3620.000 '.320.00 :9900.00 444.13 10196.77 414. .8 + ?3620.090 1320.00 48600.20 445.32 :< "'J.30 'AM N 414.50 93620.200 1220.30 ?1200.00 +49.35 '.10 10220.80 +14.50 + 93670.000 50.00 24400.09 442.36 °_. = :2149.54 431.90 93678.000 50.00 39990.00 444.28 =£?.58 10298.84 431.09 93670.090 50.98 48608.00 445.14 :':0.30 !9228.00 431.4 ?3670.0 :0.00 ?1200.210 449.38 . 1 10..0 10220.00 431.30 93730.088 60.00 24490.00 442.45 -'},:3 9792.75 414.50 t 93730.080 60.00 39990.90 444.37 1 3. 11 1 8799.11 414.58 + 93730.009 60.08 48608.90 445.22 - -.37 10428.09 414.58 93730.909 60.00 91290.00 449.41 .22u.30 18428.09 414.50 93769.800 30.08 24498.08 442.68 ..:4.38 8793.52 414.50 93768.988 38.08 39988.00 444.58 :362.27 8799.83 414.50 9376& 088 3@.08 48688.09 445.36 :733.67 18428.89 414.50 9376& 080 30.08 91298.90 449.43 1.80. 60 18428.08 414.50 + 93818.008 50.M 24400.00 443.2 - 0 6.73 185,53.79 414.50 + 9381 &000 50. M 39900.09 444.79 :3:J, 37 10982.27 414.58 + 93810.080 50.00 48688.40 445.52 ::20.39 10930.M 414.58 + 93819.008 58.N 91290.00 +49.48 1,1 .0 10938.00 414.50 * ?7570.000 3760.88 24490.08 444.09 32 9778.95 423.00 * 97570.008 3760.00 39900.00 445.63 3:.V 9959.99 423.00 * ?7570.999 3760.80 48688.08 446.31 :2 1 2. - 0 18788.98 423.00 37570.980 3760.00 31200. M +49.91 -= °.37 10788.00 423.N PP1iE 188 :0/30/90 :2:18:56 SECNO sLCH 9 C{SEL SSTR ENLIST ELNIN 98450.000 880.00 24400.08 444.29 138.57 9876.18 422.80 98450.008 880.06 39988.88 445.82 130.90 18019.41 422.88 98450.000 880.00 48680.'N 446.50 117.47 18111.80 422.80 98450.000 380.00 91200.00 458.84 60.00 18111.00 422.86 98650.000 200.00 24480.00 444.36 138.26 9878.24 422.80 98658,000 200.00 39900.00 45.88 130.61 18821.10 422.80 98650.000 200.00 48600.00 446.56 116.06 18111.88 422.80 98650.000 200.00 91288.88 450.08 60.08 18111.00 422.80 99280.308 630,M 24400.00 444.56 635.41 9497.80 422.80 99288.000 638.00 39900.00 446.06 374.05 9497.00 422.80 99280.008 530.00 48600.00 446.74 363.94 9497.00 422.80 99?80.008 630.00 31200.08 450.20 330.88 9497.08 422.80 100848.800 760.00 24400.00 444.86 1026.32 9738.70 428.30 100840.800 760.00 39980.00 446.34 1019.99 9753.46 428.30 100040,;108 760.00 48600.00 447.01 1017.11 9780.27 428.30 108048.000 760.00 91200.00 456.38 1882.64 9980.00 428.30 1046N.400 4560.00 2408.00 446.21 733.80 9220.97 426.94 AM M 4560.00 AM. 00 447.50 694.93 °.235.92 426.94 104688.008 4560.00 48600.00 448.11 676.59 9237.80 426.94 104600.000 - 560.00 91200.00 451.99 620.00 9242.00 426.94 ► 105530.000 930.80 29100.00 446.74 3238.81 9350.12 426.90 105538.000 938.00 4780.08 448.08 3152.66 9355.78 426.90 ;05530.000 930.08 52808.00 48.69 314.87 9357.39 426.90 1055„0.000 930.00 97500.88 451.57 2184.58 9394.08 426.90 106088.000 550.06 20908.88 47.87 2712.17 8952.09 421.20 106080.000 550.00 31700.00 448.45 2647.86 9037.75 421.28 106008.808 558.80 37480.00 49.08 2639.81 9848.16 421.20 186888.008 550.00 69000.88 451.97 1652.21 964.00 421.20 110588.808 4508.08 20988.00 49.84 5261.42 11938.80 424.08 118508.008 4508.00 31700.00 458.21 4688.00 11930.88 424.08 118588.000 4580.80 37400.08 45& 74 4680.80 11938.00 424.80 118588.008 4588.08 69800.00 453.38 4680.06 11938.08 424.88 Iff I 0/30/90 '2:18:56 SUM NARY OF ERRORS AND SPECIAL NOTES WARNING SED& 6750.0M PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SED& 6750.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6750.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6750.008 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11160.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11160.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= '.1160.000 OROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= :4075.080 PROFILE = '. 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ARNING SECNO= ?3620.340 PROFILE= 4RNING SECN>= 33670.400 = RCFP_E= ;iARNING SECND= ?3730.200 �RGEI -E= WARNING SECNO= 33"30.M = 'ROFiLE= WARNING SECNO= 93810.'1 0 OPOFILE= WARNING SECNC= 93810.000 = P.OFILE= WARNING SECND= 93810.000 AROFILE= WARNING SECT& 93810.000 PRDFILE= WARNING SECNO= 97570.000 PRDFI_E= WARNING SECNC= 97570.000 ^POFILE= WARNING SECNC= 97570.000 3 ROFILE= NVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .NVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE :.WEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ,:NEYANCE CHANGE OUTSIDE ACCEPTABLE RANEE .vvEYPNCE CRINGE OUTSIDE ACCEPTABLE RANGE = •NEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .%VEYANE CHANGE OUTSIDE ACCEPTABLE RANGE .NVEYANCE MANGE OUTSIDE ACCEPTABLE RANGE - -.`NEYPNCE CHANGE OUTSIDE ACCEPTABLE RANGE .. EYANCE CHANGE OUTSIDE ACCEPTABLE RANGE :'.VF?ANCE CHANGE OUTSIDE ACCEPTABLE RANGE :•tvEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE - VEYANE CHANGE UTSIDE ACCEPTABLE RANGE ':'IEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE - '.VEYANCE WME .UTSIDE ACCEPTABLE RANGE _ NCE CHANGE OUTSIDE ACCEPTABLE RANGE - %VEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE .fNEYANCE C *M OUTSIDE ACCEPTABLE RANGE "vvEYANCE CHANGE yUTSIDE ACCEPTABLE RANGE - YVEYAJCE CHANGE OUTSIDE ACCEPTABLE RANGE °1EyANCE CHANGE OUTSIDE ACCEPTABLE RANGE _k&EYANCE Doa OUTSIDE ACCEPTABLE RANGE " VEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ^_YVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE : VEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE C74vEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE :NVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NVEYANCE CHASE OUTSIDE ACCEPTABLE RANGE .'tVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 193 WARNING SEW- 105`30.000 PROFILE= rNEY'AKE CHANGE OUTSIDE ACCEPTABLE RANGE x+++ a+ tt +a+++a+a++++++taat +at+ataaxxxxx xx+ tt+ aa+ asatx+ aa+ taaa + +aataa ++aa +++aa+++a + +a+aaa+a+a t DDD50P1 X AMIATES, :NC. x 'ATER SURFACE PROFILES t a HYDROLOGIST AND CIVIL ENGINEERS DEVELOPED BY THE COE x x VERSION OF SEPTEMBER 1988 + + . FM 1960 LEST SUITE 314 t HOUSTON TEXAS 77069 x a ERROR: 01,02,03 + + (.713) 440 -3787 Fax (713) 440 -4742 a RUN DATE 10/31!90 TIME 23:10: 9 a +taaaa+a+t +ttaaa+++++at+tata++a +tart +tx + rats at+ aaaaaaaa++ aaaatttaaxaaa +at+taattaataa+a+ +a++ta i X XXXXXXX XXXXX XXXXX A X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX END OF NNNEP. REVISED FLOODWAY 10/31/90 23:10:10 * ii0pia"wim*ii"+ *mvmiiwitt�tt*t+ HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989 ERROR CORR - 01,02,03 MODIFICATION - PAGE THIS RUN EXECUTED 10/31/90 23:10:10 Ti U.S. ARMY CORPS OF ENGINEERS - cORT WORTH DISTRICT ++REVISED*+ T2 UPPER TRINITY RECON STUDY *ELM FORK TRINITY RIVER* EXISTING CONDITIONS T3 FLOODWAY MODEL FILE:E J1 ICHECK ING NINV IDIR STRT METRIC WINS 0 W,SEL -1 2 0.00000 433.88 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CFAIIM 371. a 0.00 a 430.0 SM.a 438.0 8180.0 438.0 8750.0 425.5 9401.8 427.5 Im.a 408.0 11365.0 424.5 11850.0 429.8 12980.8 428.5 14100.0 J3 VARIABLE CODES FOR SUMPNRY PRINTOUT 8 43 1 50 53 21 27 28 a2 54 110 200 J5 LPRNT NUMSEC +t+ M44REOUESTED SECTION NUMBERSHIIII++ FO ITRACE 8.08 0.88 431.5 779L 0 429.0 8285.a 428.5 BM0.0 424.8 9708.8 425.0 11248.0 413.0 11385.8 428.6 11945.6 4&0 13288.0 448.1 15311.0 80 -10 -10 429 1350 411 OT 2 45308 45388 1518 428 2048 NO 0.100 0.100 0.050 8.3w 0. 508 X1 64828 48.0 11260.8 11478.0 280.0 58& 8 X3 10708 0 12888 GR 450.0 1000.0 440.0 3400.6 438.0 4075.0 GR 432.6 7850.0 425.4 8135.8 429.5 8165.8 GR 425.0 8225.0 424.8 8388.0 427.0 8680.0 GR 425.0 8925.0 425.8 8995.0 424.0 989& 0 GR 424.0 10100.0 425.0 10670.0 426.0 10758.8 GR 427.0 11260.0 412.8 11315.0 408.0 11335.8 GR 420.0 11410.0 425.5 11470.0 427.5 11515.0 SR 426.7 12380.0 428.8 12520.0 425.7 12658.8 GR 430.0 13600.0 432.5 13776.0 438.0 13888.0 GR 450.0 15900.0 458.0 16250.0 460.0 16488.8 NO 0.075 0.670 8.845 0.3 8.5 X1 64900 20 1358 1620 88 80 GR 450 I050 445.7 1170 429 1228 GR 400 1430 480 1470 411 1488 SR 426 1560 427.5 1620 424.5 1950 GR 429 2620 46 2760 438 3008 FO ITRACE 8.08 0.88 431.5 779L 0 429.0 8285.a 428.5 BM0.0 424.8 9708.8 425.0 11248.0 413.0 11385.8 428.6 11945.6 4&0 13288.0 448.1 15311.0 80 429 1350 411 1428 418 1508 428 1518 428 2048 426.5 2480 445.7 398 450 320 23:10:10 PAEE 2 3 76 1350 1620 100 100 100 1050 450 450 1188 450 445.7 3060 450 445.1 450 450 1050 445.7 1180 429.0 1220 429 1230 445.7 1230.1 1233 429 1233.1 429 1320 445.7 1320.1 445.7 1323 1323.1 429 1350 413 1410 445.7 1410.1 445.7 1413 1413.1 411 1420 410 1430 400 1470 411 1480 1580 420 1510 422.5 1538 445.7 1530.1 445.7 1533 1533.1 426 1560 427.2 1610 445.7 1610.1 445.7 1613 :613.1 427.5 1620 427 !690 445.7 1690.1 445.7 1693 1693.1 426 1770 445.7 1770.1 445.7 1773 426 1773.1 1890 445.7 1890.1 445.7 1B96 425 18 96.1 424.5 1950 2040 428 2050 445.7 2050.1 445.7 2056 428 N%.1 2210 445.7 2210.1 445.7 2216 427.5 2216.1 427 2370 2370.1 445.7 2376 427 2376.1 426.5 2480 428.5 2590 2590.1 445.7 25% 428.5 25 %.i 429 2620 426 2760 2790 445.7 2790.1 445.7 2796 426.5 2796.1 429.5 2970 2970.1 445.7 2976 429.5 2976.1 430 3000 445.7 3060 .3200 0 0 0 08 3 300 300 1 20 1'50 1620 100 100 108 1050 445.7 1170 429 1220 429 1350 411 1420 1430 480 1470 411 1480 418 1500 420 1510 1560 427.5 1620 424.5 1950 428 2040 426.5 2480 2620 426 2760 430 3088 445.7 3060 450 3m 0.075 & 055 0.1 & 3 .05 3200 .10 3356 .07 3600 .08 11800 44900 44900 28 3350 3600 2308 1380 1780 2050 4 M 0 455 200 450 460 448 760 438 820 1208 434 1488 432 1608 438 1600 428 2800 2288 438 3200 438 3358 410 3410 402 3458 3510 428 3688 428 4280 432 4400 432 7208 7388 434 7680 432 8808 432 8188 435 8480 10608 440 11600 458 11800 '.05 5650. 0.10 5750. 0.07 5941. 8.10 6024. 0.080 32 5758 5941 588 808 708 0 0 0 0 6888 4868 431 4110 42& 6 4150 428.2 4250 428.5 4358 4450 428.3 4558 427 4650 427.3 4750 427 4858 4950 426.5 5850 427 5150 427 5250 428 5350 5458 429 5550 430 5658 428 5750 422 5825 5847 413 5859 398 5873 402 5898 408 5917 5941 426 6024 428 6190 429 6296 436.5 6320 6569 440 6600 10/31190 23:10:10 OR 4 36. 4110. Ni 5. 0.050 2075. a.10 2165. 6.08 M. NH 3450. 428 2320 28M 432 2830 3450 X1 69480 24 2165 23N 710 678 888 OR 445 1000 429 1040 428.6 1508 438 OR 430 2075 428 2165 422 2195 419 OR 398 2245 402 2278 408 2290 422 OR 430 2360 432 0 ,415 434 2430 434 OR 432 3275 430 3306 430 3480 445 NH 5. 0.05 11048. 1.10 11358. 0.8B 11600. Nei 18200. 10450 10708 438 11188 11600 445 X1 71280 32. 1 ,1350. 11600. 1760. 2108. 1800. X3 a a a 10008 a 1380 9565 GR 450. 1000. 440. 1600. 442. 6208. 444. OR 442. 7530. 440. 7750. 438. B10. 436. OR 433. 8500. 434. 8625. 438. M. 434. OR 434. 9108. 432. 10150. 432. 11030. 438. GR 428. 11360. 400.5 11460. 400.5 11506. 428. GR 432. 11700. 430. 11750. 430. 155M. 435. OR 445. 181M. 450. IBM. 0. 0. a. tH 7. E. a58 1446. a. a35 IBM. 0.07 2035. NH Mo. 0.10 2450. 0.05 4256. X1 72928 27 2135 2330 15M 1320 1640 OR 445 905 430 950 430 1446 421 OR 421 1773 430 18M 400 2835 430 OR 418.4 2160 410 2195 400 2220 410.5 OR 428 2330 428 2360 436 2370 431.6 OR 432 2800 432 2825 431 2868 430 OR 438 42M 445 4250 NM 5. 0.035 8812. 0.05 8975. 0.06 92M. Ni 11640. XI 75620 30 8975 92M 13M 12M 27M OR 445 8465 421.46 85M 421.48 8785 432.3 OR 432.3 8814 432.3 8815 4327 8974 432.7 OR 418 9850 400 9075 418.5 9898 428 GR 432.4 93M 431.5 9450 438.3 9960 432 OR 432 10620 432 18620 438 10708 430 OR 438 11230 438 11240 438 11278 430 Ni 6. 0.035 7861. 0.05 9388. 0.16 9448. NH 9850. 0.05 10740. OT 2 446M 44600 XI 77490 32 9448 9700 1880 708 1878 OR 445 7460 421.9 7530 421.9 7838 433.8 SR 433.8 7863 433.8 7865 433.5 8008 433.2 OR 431.8 8700 432 8908 432.6 9208 432 OR 433 9440 418.8 940 410 9518 487.5 GR 422 9605 429 9654 431 9698 434 5R 435 9950 436 10640 435 10150 434 OR 434 18715 445 10740 PAGE 4 0.10 2415. 0.05 1740 430.6 19M 2220 413 2238 2310 428 2320 28M 432 2830 3450 0.10 11708. 0.35 7200. 444. 1400. 8380. 434. 8408. 8708. 434. 8988. 11048. 430. 11350. 11598. 430. 11608. 16800. 448. 17520. 0. a. a. 0.10 2135. 0.05 1473 421 1473 2120 428 2135 2235 420 2255 2458 431.9 2100 2900 438 350 8.10 9300. 0.05 8812 432.3 8813 8975 418.4 9015 9118 420.7 9200 18200 432 10450 10708 438 11188 11600 445 11648 .875 97M. L IO 7861 433.8 7862 8208 432 850 9268 432 9380 9548 410 9565 970 434 9850 10260, 434.5 10450 10/31190 23:10:18 -AGE 5 N1 7. 0.05 295. 0.035 668. 0.05 1480. 0.10 1534. 0.07 NH 1712. 0.10 1986. 0.05 3712. X1 88970 29 1534 1712 1900 1650 3480 GR 444 6 434.3 36 434.6 200 434.2 295 422.56 3 330 GR 422.56 63 433.3 660 433.3 670 433.3 680 433.3 690 GR 433.3 868 433.7 1000 434.4 1208 434.9 1480 433.5 1534 GR 426 1554 419 1560 488 1620 412 1680 424.3 1687 GR 436 1712 435.5 1900 434.8 2080 434.8 2200 434.5 2400 GR 433.8 26M 434 2800 433.9 3655 446.8 3712 W 8 .05 9983 035 10355 .05 10700 .10 10740 .07 NH 10900 .10 11060 05 13474 0.035 13890 OT 2 44200 44200 XI 83480 33 10740 10980 2300 22M 2430 GR 445 9900 436 9925 435.8 9983 423.45 100 423.45 10320 GR 435 10355 435 10356 435 10357 435 10508 436 10558 GR 436.8 10708 436 10740 434 10760 432.2 18790 423.2 10820 GR 411 18848 410 10900 421 18920 428 10970 436 18900 GR 436.5 11060 436 11300 436.7 11408 435 11700 434 12200 GR 434 13474 425.5 13508 424.1 13649 424.1 13661 425.5 13801 SR 430.4 13821 431.8 '.3850 446.2 13890 N♦ 8 .035 1385 .05 _x260 .10 2325 .075 2625 10 41 2900 350 3100 .38 4762 .2335 5199 X1 34750 37 23,25 2625 1200 1408 1350 GR 445 1000 424 1062 424 1362 431.5 1385 431.5 1385 GR 434 1565 434 1565 634 1565 436 1650 436 2125 GR 438 2260 439 2325 430 2350 412 2390 412 2450 GR 321 2470 430 2540 432 255 434 2575 436 2590 GR 438 2610 439 2625 438 2980 437.4 3060 436.5 3588 GR 436 3650 436 4008 435.6 4208 436 4500 436 4762 GR 425.7 4803 424.3 4944 424.3 4956 425.7 5169 433.8 5145 GR 435 5168 446.6 5199 N1 8 .85 1320 .05 2260 .10 2325 .075 2625 .10 NI 2908 ,85 3088 .08 4762 .035 5199 X1 8510 32 2325 2625 356 Zee 2% GR 438 888 438 16m 426.5 12M 436 1320 436 2125 GR 438 2260 439 2325 436 2350 412 2390 412 2450 GR 421 2470 438 2540 432 2555 434 2575 436 2590 GR 438 2610 439 2625 438 2966 437.4 3666 436.5 3580 GR 436 3650 436 4608 435.6 42M 436 4560 436 4762 GR 425.7 4863 424.3 4944 424.3 4956 425.7 5189 433.8 5145 GR 435 5168 446.6 5199 Ni 7. 0.056 4436. 0.10 4740. 0.86 4997. 8.10 W. 0.08 N4 5782. 0.05 6671, 6.035 7513. XI 86568 62 4740. 4997. 1260. 90. 1566. X3 2000. 7106. SR 442.3 1060. 442.3 1998. 438.2 2823. 438. 2086. 436. 2100. r,R 434. 2110. 432. 2130. 432. 2160. 430. 2170. 428. 2185. GR 427. 2210. 428. 2233. 430. 2245. 432. 2260. 4334. 2270. GR 434 2380 430 2316 430 2776 436 2880 460 2821 10/31/90 23:10:10 PAGE OR 460. 4430. 438. 444x. 436. 4740, 434. 4765. 432. 4780. OR 430. 4790. 428. 4600. 410. 4875. 410. 4985. 428. 4980. OR 430. 4990. 438. 4997. 439. 5042. 437.8 5235. 438. 5288. OR 436. 5286. 436. 52%. 436. 5311. 436. 5317. 438. 5345. GR 438. 5354. 438. 5386. 436. 5400. 43& 5447. 439.1 5509. GR 438. 5564. 4336. 5584. 436. 5683. 435.3 56 %. 435.5 5782. GR 435.2 6071. 425.9 6108. 424.5 6258. 424.5 6262. 426. 6402. GR 428. 6580. 429. 7285. 430. 7384. 435. 7322. 436. 7352. GR 442. 7373. 442.1 7513. NH 5. 0.05 4895. 0.10 4953. 0106 5110. 0. 1 10 5200. 0.05 NH 1712. OT 2 48600 48600 X1 87538 61 4953. 5110. 600. 1035. 978. X3 0 0 0 2000 0 7628 OR 442.8 1000. 442.8 2080. 438.5 2826. 436. 2100. 434. 2120. OR 432. 2220. 438. ?333. 428. ''.265. 428. 2278. 428. 2298. GR 430. 2303. 432. 2314. 432. 2345. 434. 2356. 436. 2362. OR 436.4 2418 430 2444 436.2 2518 460 2639 460 4 388 OR 460. 4760. 440, 4770. 438.4 4810, 438.4 4895. 440. 4914. SR 440. 4953. 430. 4963. 428. 4971. 418. 5850. 410. 5878. GR 414. 5085. 416. 5089. 418. 5093. 420. 9%. 422. 5182. 3R 424. 5105. 426. 5110. 428. 5158. 430. 5288. 432. 5240. GA 434. 5265. 436. 5286. 438. 5290. 438. 5308. 4 5390. GR 437.2 5540. 444.3 5562. 444.3 6163. 444.3 5283. 444.3 6223. GR 444.3 6625. 444. 6628. 436. 6652. 435.3 6785. 435.2 7070. OR 434. 7185. 434. 7205. 434.2 7386. 435.5 15%. 442. 7628. GR 442.8 7712. NH 5 a5 1365 .35 3840 .06 4030 .05 4eA .05 NH 6881 XI 87888 40. 3848.0 4830.0 258.00 208.80 270.08 .08 .00 X3 0 0 a 0 0 6480 OR 449.5 1088 438 10% 438 1188 436 1130 434 1150 GR 432 1220 430 1250 428 1278 428 1298 430 1385 OR 432 1325 434 1365 436 1525 466 i538 468 3888 OR 440.08 3885.0 448.00 3838.0 438.88 3848.8 418.08 3988.8 418.08 3928.8 OR 416.88 3980.0 438.88 4838.8 434.08 4868.8 436.00 4188.8 438.08 4170.0 OR 448.88 4198.0 448.30 4250.8 468.88 4255.0 461.08 5675.0 437.88 5688.8 OR 437.08 6181L 0 435.5 6181.0 436.01 6165.8 432.08 6281.0 432.81 6218.8 OR 436.08 6228.0 436.08 6348.0 437.08 6341.8 437.28 6888.8 458.88 6881.0 INC .08 .08 .07 .66 .80 XI 87869 71 2295 4865 69 69 69 X3 0 0 0 1835 0 7478 OR 450 1500 450 1834.9 447.95 1835 443.65 1818 438 1884.1 OR 435 1927 434.08 1948.7 433.97 1951.2 430.70 2828.7 438.59 2031.2 GR 438.1 2043 429 E%7 428.3 2%9 427.9 2178 428.3 2871 OR 429.8 2874 430.4 2093 431.48 2100.7 431.65 2111.2 435 2168 OR 435.4 2169.4 443.65 2198.0 448.15 2214.9 450.88 2215 458.08 2294.9 OR 450 2295 450 4524.9 448.15 4525 443.65 4550 417 4620 OR 417 4624 416.99 4628.5 416.98 4631.5 416.9 4677 411.3 4681 SR 410 4683 410 4690 410 4724 415.4 4733 422.71 4748.5 GR 423.9 4751 423.95 4751.5 424.6 4758 428.4 4770 431.5 4785 %a 10/31/90 23:10:10 GR 434 4802.5 443.65 4830 447.95 4864.9 450 4865 450 6389.9 GR 444.4 6390 443.65 6755 435 6776.6 434.68 6833.7 434.66 6836.2 GR 434.23 6913.7 434.22 6915 434.22 6916.2 434 6956 433.3 6958 GR 431.9 6960 431.9 6980 433.2 6982 434 6984 434.14 6993.7 GR 434.17 69%.2 435 7053.3 443.65 7075 442.5 7469.9 450 7470 GR 450 7500 X1 87870 0 0 0 1 1 1 X3 a a 0 1835 0 7470 BT 63 1500 450 450 1834.9 450 456 1835 447.95 47.95 BT 1870 448.65 443.65 1870 448.65 443.65 1948.7 449.332 444.32 1948.7 BT 449.32 434.08 1951.2 449.34 433.97 1951.2 449.34 444.34 2028.7 450.00 BT 445.00 2028.7 450.00 430.70 2631.2 450.00 430.59 2031.2 450.00 445.20 BT 2070 449.67 444.67 2108.7 449.34 444.34 2188.7 449.34 4331.48 2111.2 BT 449.32 431.65 2111.2 449.32 444.32 2190.8 448.65 443.65 2214.9 448.15 BT 448.15 2215.0 450.38 450.00 2294.9 450.00 450.00 "95 450.08 450.00 BT 2295.0 450.00 450.00 2295 450 450 4524.9 456 ?50 4525 BT 450 450 4525 448.15 448.15 4550 448.65 463.65 4629.5 449.40 BT 444.40 4628.5 449.40 416.99 4631.5 449.43 416.98 4631.5 449.43 444.43 BT 4690 450 445 4748.5 449.43 444.43 4748.5 449.43 422.71 4751 BT 649.41 423.9 4751.` 449.40 423.95 4751.5 449.40 444.40 4830 448.65 BT 443.65 486419 447.95 447.95 6865 450 450 6389.9 450 450 BT 6390 444.4 444.4 6755 448.65 443.65 6833.1 449.31 444.31 6833.7 BT 449.31 434.68 6836.2 449.33 434.66 6836.2 449.33 444.33 BT 444.98 6913.7 449.98 434.23 6915 450 434.22 6916. „ 49.98 434.92 BT 6916.2 449.98 444.98 6993.7 449.33 444.33 6993.7 449.33 434. i4 69%.2 BT 449.31 434.17 69%.2 449.31 444.31 7075 448.65 443.65 -075 448.65 BT 443.65 7469.9 442.5 442.5 7470 450 450 7500 6 50 450 X1 87960 a a 0 90 90 °0 X2 0 0 0 0 0 0 1 X3 a 0 0 1835 a 7470 X1 87 %1 0 0 0 1 1 1 X3 0 a 0 1835 0 7470 Nc .3 .5 XI 80000 40 3746 4035 39 39 39 X3 1000. 6500. X4 3. 440. 1125. 434.5 1126. 440. 1415. GR 449.50 1000.0 449.50 1075.0 435.80 1076.0 434.00 1200.0 4338.00 1250.0 GR 430.00 1308.6 434.08 1370.0 436.00 1400.0 440.00 1470.0 449.50 1476.8 GR 449.58 3725.0 442.00 3736.6 442.00 3740.6 440.00 3768.0 438.08 3800.0 GR 430.00 3846.0 410.00 3900.0 410.08 3956.0 430.08 4000.0 434.00 4010.0 GR 438.00 4035.0 438.00 4045.0 449.56 6050.0 450.00 5610.0 440.00 5615.0 GR 446.00 6130.0 434.08 6140.0 434.00 6190.0 433.00 6200.0 433.00 6258.0 GR 433.56 6316.0 440.00 6311.0 440.00 6638.0 450.08 6635.0 450. N 8350.0 GR 437.53 8355.0 438.00 9000.0 439.44 9280.2 450. a0 9285.0 450.00 18265.0 10/31/90 23:10:10 PRBE 3 X1 88030 58 8580 8840 30 30 30 X3 11480. BT 8 5900 449.5 446.5 6300 449.5 446.5 8580 449.5 446.5 BT 8840 449.5 446.5 10460 450 447 11480 450 4 47 13190 BT 450 447 14100 450 447 OR 449.5 5900 446.5 59@.1 438 5930 436 5940 436 5970 OR 434 5980 432 6020 430 6090 430 6150 432 6200 OR 434 6220 436 6250 438 6270 440 6280 446.5 63@ OR 449.5 6300 449.5 8580 446.5 BSBB 430 8590 410 8650 OR 410 8700 430 8760 434 8770 438 8800 446.5 8840 OR 449.5 8840 450 10460 447 10460 440 10470 440 10840 OR 439.9 10840 436 10841 436.7 10950 435 11020 432 11030 OR 434 11080 436 11100 439.9 11101 440 11101 440 11445 OR 447 11480 450 11480 450 13190 447 13190 440 1'.320 OR 438 13310 438 13460 440 13465 442 13490 442 13610 OR 440 13670 439.5 13700 440 13730 440 13970 439.2 14020 OR 440 14070 447 14100 450 14100 %1 88050 20 20 20 X2 1 X3 11488. 4C .15 .12 .07 X1 88150 48. =$30.0 4190.0 1@. to .00.00 100.00 V 010 X3 1100. 6895. OR 445.00 10@.0 438.00 1020.0 438.00 1100.0 436.00 1130.0 434.00 i15.0 OR 432.00 1220.0 430. @ 1250.2 428.00 1270.0 428.00 1290.0 430.00 1305.0 OR 432.@ 1325.0 434.00 1365.0 436.00 1450.0 436.60 1690.0 449.50 1695.0 OR 449.50 3655.0 448.00 3660.0 440.00 3830.0 430.00 3840.0 410.@ 3900.0 OR 410.00 3928.0 416. @ 3980.0 430.00 4030.0 434.09 4050.0 436.00 410& 0 OR 438.00 4170.0 448.00 4190.0 440.30 4250.0 440.20 4315.0 449.60 4320.0 OR 449.90 5515.0 440.00 5520.0 440. @ 6000.0 433.0 601.0 436. @ 6165.0 OR 432. @ 6208.0 432. @ 6210.0 436.00 6228.0 436.00 64@. 0 440. 0 6481.0 OR 440. @ 6890.0 458.00 6895.0 450. @ 8295.8 438. @ 830& 0 438. @ 8475.0 OR 440. @ 9500.0 458.00 9505.0 458. @ 10800.8 OT 2 48600 486@ w .@ .06 .075 .3 .5 ET 4.1 1500 7078 x1 89850 46. 4978. 5265. 9ee. 558. 9@, 6R 450.0 1000 448. 1005 440. 1400 432. 1900 434. 2260 OR 436. 2270 438. 2495 438.2 2758 438. 3@5 437.8 3208 OR 438. 340 440. 3670 440. 3765 438. 3772 436. 3788 OR 434. 3830 432. 3870 432. 3935 434. 3985 436. 4125 OR 438. 4505 438.3 4700 438. 4860 436. 4885 434. 4970 OR 432. 4995 438. 5050 428. 5870 426. 58@ 420. 5095 OR 410. 5100 410. 5180 420. 5185 424. 5195 426. 5230 OR 430. 5250 438. 5265 438.8 5325 450. 5330 450. 5775 OR 438.1 5780 438. 6155 437, 6500 438. 6805 438. 7025 OR 445 7138 10/31190 23:10:10 PAGE 9 w .08 .06 .075 ET 4.1 4950 10690 X1 98006 39 9412 9733 700 930 950 X3 0 0 a 3800 OR 450 1006 442 1010 440.8 1285 440.7 1810 440 2128 OR 440 2670 434 3300 434 3575 440 4360 446.7 5330 OR 438 5835 470 m 470.0 6706 470.0 6950 470.0 7480 OR 470 8006 440.2 8630 448 9147 439 9342 438 9412 OR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 OR 509.6 9591 409.6 9645 415.9 %47 427.4 9670 429.2 %89 OR 430.4 9715 436.4 9715 44& 5 9733 440 9760 441.2 9810 OR 446 9840 4 38 18004 438 10690 445 10765 ET 4.1 2906 8615 X1 90880 42 7725 79% 500 780 880 X3 0 0 0 1708 OR 438 1006 438 1920 440 2230 446 2640 436.9 2970 OR 440.5 3506 436.5 3692 470.0 4080 470.0 4440 470.0 4510 OR 470.0 4860 470.0 5450 457 5530 444 5860 437 6165 OR 437.5 6835 439.5 7315 440 7510 440 7585 439 7600 SR 438 7635 437 7725 435 7760 434.5 7703 432.9 7833 SR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 OR 431.8 7970 441.3 7990 440.7 8046 440.7 80`.,0 441.9 8899 OR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 m OR 438 8600 445 8620 ET 4.1 3906 9940 XI 92090 43 9000 9320 964 1234 1210 X3 a 0 a 1700 SR 452.80 1000 452.40 1100. 444.3 1306 444.20 1406 442.4 1606 OR 441.50 1808 442.50 2106. 437.6 2500 438.9 3475 439.8 4100 OR 446.2 4118 439.9 4210. 435.1 4708 438.9 5100 440.5 5380 OR 440.20 5506 47& 0 %N 470 6806 470.0 6888 470.0 6930 OR 441.60 6958 448. 6%5 448 8258 446.5 8406 444 8606 OR 446.98 8706 441.2 8080 442.8 8948 445.2 8970 443 9000 OR 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 4, OR 430 9306 4425 9328 440.9 9444 444.9 9594 429.8 %34 OR 429.8 9864 439.1 9906 445 9940 z ET 4.1 2550 8606 XI 92388 40 7703 7 %9 210 210 210 X4 1 438 1880 OR 438 306 438 1588 438.6 2280 441.1 2710 438 3880 OR 442.3 3820 470 4200 47& 0 4806 470 5080 478.0 5606 OR 437.8 6076 438.2 6660 438 7558 439.7 7618 440.7 76% OR 437.3 7783 433.8 7718 431.8 7757 427.6 7780 427.2 7864 OR 417.8 7828 415.1 7821 415.1 7862 417.1 7%3 421.6 7870 OR 423.3 7875 430.1 78% 431.1 7928 434.9 7938 435.1 7951 OR 439 7 %9 440.7 8006 440 8158 440 8159 440 8210 OR 429.9 8258 429.9 8488 440 0528 440 8558 445 8606 10!31/98 23:10:10 PAGE 10 NC .07 0% .06 ET 4.1 2950 8650 X1 93620 41 8211 8300 2570 1420 1320. OR 445 1000 445 1080 446 1188 446 1240 441 1530 OR 448 2308 439.5 2700 440.5 2980 439 3810 436.5 3388. OR 443 3720 446.5 3810 449.5 4280 476.0 4380 470.0 5758. OR 442.5 5760 445 5970 444 6280 442 6478 444 6660. OR 444 ',108 443 7320 439.5 7580 437.5 7618 431 763& OR 436.5 7670 441.5 7690 440.5 7831 441 7948 439.5 8288 OR 418 8230. 420 8260 414.5 8288 437.5 8380. 439 8480. SA 439 8450. 443.5 8590 444.5 9620 443.5 10888 442 10148. OR 445 10'220 NC .07 .1 .06 ET 4.1 2950 8650 XI 93670 42 82M 8470. 50 50 50. OR 445 1000 445 1888 446 1180 446 1248 441 1530. OR 440 2308 439.5 2700 440.5 2908 439 3018 438.5 3388. OR 443 3720 446.5 3818 x49.5 4208 478.0 4380 470.0 5756. OR 442.5 5760 445 5970 444 6280 442 6470 444 6668. SR 444 7100 443 7320 4 39.5 7580 437.5 7610 431 7638. SR 436.5 7670 441.5 7690 440.5 7830 4 41 7948 439 8280. SR 437.5 8225 437.5 8274 434 9275 4"-4.3 8390 437.2 8391. SR 437.5 8420 439 8470 443.5 8620 444.5 %20 443.5 inn. OR 442 10140 445 10 228 % 3 5 ET 4.1 '008 8880 XI 93730 40. 8498 8000 60 60 60. BT 4 8490 443.5 443.5 8490.1 443.5 439.6 8799.9 448.5 444.6 BT 8810 448.5 448.5 OR 458 1808 447 1428 447 1628 443 2020 442 2480 OR 441.5 3620 442 3828 458 4420 451 4828 447 5220. OR 447 5420 443.5 5020 443.5 6128 445 6388 442 6890 OR 445 7290 443.5 7868 441 7928 439.5 8018 437.5 8138 OR 431 8058 436.5 8090 441.5 8110 444 8128 443.5 8170 OR 443 8370 4435 8499 439.6 8490.1 436 8640 418 0650 OR 428 8678 414.5 8708 444.6 8799.9 448.5 0800 446 8878 OR 446.5 9110 445.5 9310 446 %10 445.5 18320 445 11428 ET 4.1 3000 8800 X1 93760 38 30 38 X2 1 NC .07 .87 .86 ET 4.1 2900 8658 X1 93810 49 8211 8450 50 50 50 OR 445 1008 445 1888 446 1180 446 1240 441 1530 OR 448 2308 439.5 2700 440.5 2900 439 3010 438.5 3318 OR 443 1 ,720 446.5 3810 449.5 4280 449.5 4528 446.5 4710 OR 445.5 4910 445.8 5088 446 50% 444 5248 442.5 5478 OR 442.5 5760 445 5970 444 6280 442 6470 444 6668 OR 444 7100 443 7329 439.5 7580 437.5 7610 431 7638 10/31/90 23:10:10 PAGE %I GR 436.5 GR 418 GR 439 GR 443 .07 Er XI 97570 X3 GR 450 GR 442 GR 444 GR 440 GR 436 GR 440 GR 433.2 GR 440 GR 442 GR 428 GR 446 GR 450 X1 98450 GR 450.06 GR 445.00 GR 440.00 GR 434.00 GR 434.00 GR 438.59 GR 442.34 GR 439.84 GR 441.02 GR 442.90 GR 441.88 GR 442.93 GR 442.97 GR 443.57 GR 444.00 GR 446.68 GR 428.14 GR 445.36 ET X1 98650 17 X1 99280 GR 450 GR 442 GR 446 GR 441 GR 433.8 GR 433.6 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 8230 420 8260 414.5 BM 437.5 8386 439 8469 8450 443.5 8596 444.5 %28 443.5 10686 442 10140 10548 444 10658 444 10880 445 19930 .09 .06 .1 .3 4.1 3100 18708 56 5490 5680 2108 1708 3766 18799 479 600 446 82 444 880 444 1156 442 1420 1870 440 2180 440 3888 442 3820 444 4030 4220 440 4360 446 5200 442 5330 442 5466 5470 433 5496 423 5525 423 5575 433 5610 5630 440 5680 448 5928 442 6900 442 6680 6750 438 6830 438 7280 448 7350 433.2 73366 7440 448 7470 448 7988 442 8808 442 8150 8160 440 8175 433.2 8288 433.2 8265 440 8270 8350 442 9230 444 9520 448 %30 434 %55 %70 428 9685 434 9789 449 9710 444 9760 10085 446.3 10275 446 19560 4 46 11080 446 1 2170 4.1 1950 10111 BB 4680 4825 800 700 8B8 60 448.00 Be 446.00 136 444.00 140 444.86 520 1006 444.00 '. 500 445.00 2988 444.99 2290 442.00 2500 3359 440.00 3780 442.00 4358 442.00 4608 440.09 4628 4640 427.70 4650 423.10 4665 422.86 4688 430.10 4725 4735 440. a8 4810 442.00 4825 442.00 5195 440. a0 5958 6080 436.82 6047 436.85 6111 436.22 6176 436.31 6254 6291 442.65 6354 443.02 6401 441.29 6479 439.91 6517 6613 439.37 6675 438.68 6719 439.68 6781 441.14 6975 7169 440.50 7347 440.52 7545 440.38 7589 441.64 7618 7641 442.42 7674 440.29 7728 448.44 7937 441.15 8873 8226 443.27 6454 444.53 8684 444.72 8708 445.07 8787 8896 44294 8884 444.83 8812 444.73 8877 444.95 8947 8966 441.17 9647 448.51 9127 439.20 9219 449.12 9275 9316 445.35 9337 445.36 9422 445.83 9476 444.34 9576 %24 444.37 %61 444.51 %68 445.68 9785 445.83 9742 9777 443.34 9882 435.37 9815 4m91 9816 429.12 9830 9846 443.10 9860 438.15 9872 445.18 9879 446.07 9933 10886 446.73 10046 446.31 19111 4.1 1956 16111 0 0 a 208 200 20 4.1 2468 9497 83 4196 4314 559 550 638 330 448 345 446 375 446 520 444 680 720 446 810 440 1546 442 1828 444 IB60 1920 W. 2050 448 2380 442 2540 448 2990 3480 446 4100 442.5 4110 436.7 4114 437.4 4132 4137 427.7 4139 423.1 4154 422.8 4177 430.1 4214 4218 437.9 4227 437.5 4262 440.8 4273 443.4 43314 10/31/90 23:10:10 PAW 2 GR 442 4350 442 4500 440 4550 442 4620 444 4670 GR 444 5M 442 5100 442 5528 442 5650 443 6658 GR 442 6900 440 7280 440 7656 441.5 7880 441.89 8888 GR 442.45 8104 441.55 8119 441.32 8219 441.74 8286 448.19 8311 GR 448.35 8320 445.73 8335 444.08 8448 445.46 8529 44& 63 8542 GR 448.40 8552 443.96 8566 443.98 8573 444.03 8681 443.49 8687 GR 444.34 8693 444.61 8705 443.27 8713 443.82 8721 443.83 8782 GR 441.94 87% 441 N 8814 443.91 8910 444.65 8990 445.22 9179 GR 446.338 9183 446.83 9282 446.56 9309 436.08 9322 433.10 9323 GR 431.98 9341 431.79 9359 433.77 9364 441.95 9381 442.21 9399 GR 443.46 9406 437.85 9482 439.26 9497 ET 4.1 2300 9750 XI 108040 49 4035 4215 760 766 760 X3 9900 478 GR 451 1000 444 1838 441.5 1198 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3m 443 3188 GR 443 3700 444.5 3880 444.9 4010 4 45.7 4835 430.9 41% GR 430 4180 443 4215 442.9 4298 444.5 4398 442.9 5415 GR 443.4 5500 442.1 %M 444.5 %85 443 6640 442.5 6780 GR 442.5 6808 441.4 7000 444.2 7115 4'29.8 7588 440 7600 GR 441.6 7800 4 4 2 8200 443.6 9880 4433.5 8900 +46.5 9280 SR 446.5 9350 47.5 9600 447.3 9651 328.3 %W 428.5 9720 SR 446 9740 447.5 9880 447 10488 446.9 Mm 447 11888 GR 448 11100 455 11200 457.5 11308 459.2 11420 ET 4.1 1720 9242 XI 104600 75 3210 3423 2100 1508 4%0 GR 450 620 446 748 446 1888 444 2200 444 7210 GR 444.17 3210 446.50 3238 440.80 3247 440.54 3258 448.44 3253 GR 439.74 3255 439.64 3260 438.04 3262 436.74 3266 433.64 3267 GR 428.04 3276 426.94 3313 427.54 3350 433.34 3360 438.94 3362 GR 442.34 3372 44154 3m 446.44 3423 446 3740 447.5 3BIB GR 446.5 4250 444 4450 446.2 4730 444 5308 444 5418 GR 443.90 6011 443.91 6033 443.87 6069 441.91 6246 441.42 6358 GR 441.18 6452 441.68 6553 439.78 6652 439.86 6751 448.35 6&45 GR 441.21 6960 439.53 6974 439.86 6997 441.77 7015 442.04 7158 GR 441.22 7156 442.24 7322 444.84 7334 444.83 7345 442.51 7358 GR 442.36 7561 443.83 7770 445.18 7981 445.72 8180 446.71 8387 GR 447.37 8599 447.41 8608 448.89 BB42 438.14 8882 436.69 8913 OR 437.57 8923 446.18 8970 446.38 9119 448.12 %37 449.29 9129 GR 434.81 9147 432.51 9152 431.80 9165 432.76 9180 434.78 9184 GR 444.335 9287 445.28 9219 447.16 9223 446.55 9233 449.48 9242 GT 2 52811 52888 ET 4.1 3090 9359 X1 :05530 92 '.558. 3662. 650 950 938 GR 460.0 1870. 453.5 2030. 450.0 2310. 451.0 2740. 453.0 3198. GR 447.5 3160. 444.2 3500. 440.5 3528. 44& 4 3543. 439.7 3545. GR 439.6 3550. 43& 0 3552. 436.7 3556. 433.6 3557. 42& 0 3566. GR 426.9 3683. 427.5 3648. 433.3 3650. 438.9 3652. 442.3 3662. SR 444.0 3690. 444.0 3840. 446.0 3936. 446.0 4850. 442.0 4698. GR 442.5 5880. 442.5 5320. 445.0 55%. 442.0 5650.. 443.3 5975. GR 444.5 6000. 443.0 6059. 440.6 6182. 442.9 6193. 443.1 6268. 10131190 23:10:10 RAGE 13 OR +42.5 6288. 443.5 6295. 438.3 6375. 443.3 6353. 440.9 6454. OR 438.3 6460. 440.3 6472. 436.9 6582. 442.5 6536. 442.3 6592. OR 435.6 6613. 437.6 6685. 435.8 6694. 437.1 6738. 435.0 6747. OR 436.8 6785. 436.1 6815. 436.2 6%4. 438.5 6910. 436.5 6926. OR 438.5 6930. 436.1 6936. 437.3 7041. 441.1 7115. 442.2 7224. OR 440.2 7383. 442.3 7399. 441.8 7457. 439.2 7484. 441.5 7512. OR 444.0 7709. 445.4 W. 447.3 6272. 447.4 8515. 443.9 8551. OR 444.1 8568. 449.4 8603. 449.4 8631. 448.5 863& 440.5 8673. OR 446.5 86 90. 447.5 8888. 446.6 8985. 44&9 9084. 450.4 9184. OR 450.8 9273. 436.6 9294. 433.7 9295. 430.5 9393. 429.5 9311. 3R 432.0 9318. 435.0 9328. 437.4 9328. 445.2 9341. 447.4 9354. SR 449.3 9359. 458.8 9394. OT 2 37400 37400 ET 4.1 2980 9044 XI 106080 95 3126. 3233. 588 825 558 OR 460.0 1376. 453.5 1530. 458.0 1810. 451.0 2240. 453.0 2590• OR 447.5 2660. 444.7 3008. 448.8 3025. 439.7 3064. 441.7 3097. OR 439.4 3107. 439.1 3126. 432.2 3127. 424.3 3145. 4-21.2 3167. OR 423.5 3189. 438.9 3206. 433.7 3207. 43& 5 3211. 440.8 3216. OR 441.2 3228. 443.5 3233. 443.5 3265. 444.7 3281. 442.2 3330. 3R 443.7 3392. 443.1 33421. 446.5 3435. 445.6 3503. 443.9 3565• GR 443.6 3621. 444.5 3670, 443.9 3726. 443.9 33746. 443.2 3771. 3R 442.1 3889. 444.3 3.841. 444.6 3911. 444.2 3%9. 443.7 4815. 6R 441.6 4049. 444.0 4870. 440.9 4222. 441.9 4253. 444.1 4276. OR 443.5 4714. 443.3 4 %1. x44.3 5553. 443.6 5700. 444.4 5%5. OR 444.9 6357. 442.6 6032. 443.9 6921. 437.4 6941. 436.1 6994. OR 438.6 7009. 441.8 7013. 444.2 7288. 444.4 7313. 441.9 7337. OR 444.1 7372. 446.5 7725. 446.9 7980. 447.4 8086. 447.6 8182. OR 443.7 8208. 449.5 8245, 449.7 8269. 447.0 8282. 444.6 8294. OR 445.3 8322. 449.4 8343. 450.0 8460. 443.7 8495. 446.0 8531. OR 448.5 8582. 450.2 8610. 449.3 8649. 45& 0 8727. 448.4 87%. OR 450.1 8778. 452.4 8808• 452.0 8817. 449.5 8843. 439.2 W. OR 435.0 8868. 432.2 M. 435.0 8892. 447.1 8921. 445.5 8932. OR 444.8 8945. 448.0 8955. 447.9 9808. 447.2 9033. 450.1 9044. NE 0.870 0.878 & 860 ET 4.1 6338 11938 X1 110588 40 9030 9340 1700 4300 4580 X3 0 0 0 4600 OR 449 3880 449.5 3850 448.5 4230 458.5 4528 449.5 4710 OR 451.5 5170 448 5300 448 5%8 449 6300 446.5 7088 OR 447.5 7228 441.5 7268 447 7330 44& 5 7560 446.5 7576 OR 446 7750 447.5 8100 446.5 0680 449.5 9030 447 9880 OR 441 9118 443 9150 429 9180 424 9228 437.5 9250 OR 445 9300 448 9340 448.5 9550 447 9080 446.5 18470 OR 444.5 10480 444.5 10630 447.5 18658 447.5 10008 445.5 18878 "R 448.5 11170 448 11480 442 1 1580 441.5 11988 449 11930 -- 10/31/?0 23:10:10 PAGE 14 TI U.S. ARMY CORPS OF ENGINEERS - FORT WORTH DISTRICT T2 UPPER TRINITY RECON STUDY *El.l FORK TRINITY RIVER* EXISTING CONDITIONS T3 FLOODIIAY MODEL ENCROACHED J1 1CHECK ING NI NV IDIR STRT METRIC HVINS G WSEL FD 3 3.00000 434.35 J2 NPROF IPLOT PRFVS NSECV XSECH FN ALLDC ISN C4NIM ITRACE 15 -1 10/31/90 23:10:10 ++** ............. *+ HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989 ERROR CORR - 01,212,03 MODIFICATION - PAGE 15 THIS RUN EXECUTED 10/31/90 23:23:14 40TE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMIARY OF ERRORS LIST FLOODWAY MODEL FILE:ELM SUMMARY PRINTOUT SEC`10 0 _WSEL DIFWSP SSTA STCHL STENCL STENCR STCHR ENDST 64820.2100 45'00.00 433.88 .LID 10700.00 11260.08 :0700.00 :2800.00 11470.00 12808.00 64820.000 45300.00 434.85 .11 107M.00 11260.00 10700.08 12800.00 11410.08 12880.00 64980.008 45300.W 434.01 .00 1205.01 1350.00 .00 .00 1620.88 3815.31 64900.088 45300.00 434.17 .16 1-04.53 1350.08 .06 .00 1628.08 3815.93 65080.000 45300, M 434.11 .08 1207.75 1356.00 .08 .88 1620.00 3815.72 65000.000 4300.M 434.27 .16 1207.38 13%.00 .00 .00 1620.00 3016.32 65308.000 45300.08 434.40 .88 1207.06 1350.00 m .08 1628.08 3816.83 65308.188 45388.00 434.55 14 1206.72 1358.00 .00 .00 1620.88 3817.37 65408.880 45308.00 434.47 .88 1203.59 1350.00 .08 .00 1628.08 3017.13 65488.088 45308.00 434.61 .14 I -83.17 1356.08 .08 .08 1628.88 3817.65 67188.888 44988.08 435.72 .88 2058.00 3358.08 2058.08 488&08 3688.88 4808.88 67188.888 44988.00 435.86 .89 2858.08 3350.88 2858.88 4888.88 3688.88 4888.88 67888.080 44900.00 436.10 .08 4078.11 5758.00 .00 608& 08 5941.80 6088.88 67888.088 44908.00 436.18 .08 4077.62 5758.08 .08 6888.00 5941.00 6088.08 67980.888 44900.00 436.10 .00 1566.41 2765.08 .08 .08 2883.08 2958.59 67980.880 44908.00 436.18 .08 1566.16 2765.08 .80 .08 2883.00 2958.84 68888.000 44980.00 436.17 .M 1566.23 2765.00 .00 .08 2883.08 2958.77 68080.000 44980.00 436.24 .08 1565.98 2765.W .06 .08 2883.00 2951.02 68188.000 44900.00 436.30 .08 4076.86 5750.20 .00 5980.08 5958.00 598L00 68180.008 44908.00 436.38 .07 4 876.46 5750.00 .08 5980.08 5958.08 5988.08 68350.000 44900.00 436.48 .00 1010.80 2710.00 .20 3230.08 2935.00 3238.00 68350.000 44900.20 436.47 .67 1010.58 2710.00 .00 3230.00 2935.00 MN. 00 10/31/90 23:10:10 ,6 SECND 0 ME DIFWSP SSTR STDiL STENCL STENCR STDIR MT 68600.800 44900.00 436.52 .00 1010.46 2585.00 .00 3398.00 2745.00 3390.00 68600.000 44908.00 436.58 .07 1818.26 2585.08 .01 "3390.00 2745.00 3390.00 69488.808 44900.:'10 436.91 M 1020.21 2165.00 .08 .00 2328.80 3423.85 69480.000 44900.00 436.97 .06 1 rd. 05 2165.00 .08 .00 2328.00 3423.27 * 71280.080 44900.00 437.69 .00 10000.00 11350.00 10000.80 13000.00 11600.80 13000.00 * 71280.000 44900.00 437.73 .04 10000.08 11350.00 18000.80 13000.00 11600.00 13008.38 * 72920. ON 44900.00 437.92 .a 926.24 2135.00 .18 .08 2330.00 4226.40 * 72920.000 44900.00 437.% .04 926.13 2135.08 .08 .08 233.86 4226.52 756220.300 44900.00 438.07 .08 8485.63 8975.3 .00 .00 9200.00 11621.52 75620.000 44900.00 438.11 .04 8485.52 8975.00 .10 .08 9200.00 11621.62 77490.000 44600.01 438.24 .00 7480.49 9440.80 .00 .10 9700.00 10724.63 77490.000 44600.00 438.27 .03 7480.39 9440.00 .01 .00 9700.00 10724.71 98970.000 44600.00 438.66 .00 22.52 1534.00 3 .00 !712.30 3676.02 30970.000 44680.N 43& 69 .03 22.43 1534.00 .00 .10 1712.88 3675.15 83400.008 44200.00 439.84 .00 9916.56 10740.00 .80 .00 :0988.08 13870.10 83400.008 44208.3 439.36 .02 9916.49 :0740.00 .10 .00 "0980.00 13870.17 84750.000 44200.00 439.21 .00 1017.09 2325.00 .8B 08 2625.00 5179.25 84750.008 44200.00 439.23 .02 1017.02 2325.86 .00 .08 2625.00 5179.32 * 85000.000 44200.00 439.25 .10 880.00 2325.00 .88 .08 2625.00 5179.35 * 85000.000 44208.00 439.28 .02 880.00 2325.00 a0 .00 262'5.00 5179.41 * 86560.000 44200.00 439.47 .30 2015.25 4740.00 2000.88 7108.00 4997.80 7100.00 * 86560.000 44200.00 439.49 .82 2015.12 4748.88 M.00 7100.00 4997.00 7100.00 * 87538.008 48608.08 439.52 .11 2019.83 4953.00 2000.00 7620.06 5110.80 7608.55 * 87530.080 48600.00 439.54 .62 2019.78 4953.08 2800.00 7620.80 5111.00 7608.65 87888.888 48600.00 439.62 .00 1088.59 3848.80 .M 6488.01 4131.M 6481.00 87881.888 48600.00 439.64 .02 1088.57 3848.08 .00 6481.00 4831.88 6488.00 * 87869.880 48600.08 439.72 .00 1879.83 2295.08 1835.11 7470.00 4865.80 7065.12 * 87869.010 40680.30 439.74 .02 1879.78 2295.08 1835.81 7470.00 4865.00 7065.17 87870.000 48600.30 439.72 .06 1879.80 °,.2'95.00 1835.10 7470.11 4865.80 7865.15 87870.810 48600.08 439.74 .62 1879.76 2295.80 1835./1 7470.08 4865.00 7065.19 87968.800 48600.30 440.24 .10 1878.51 2295.00 1835.11 7470.00 4165.08 7066.45 87%0.880 48600.00 448.26 .02 1878.47 2295.01 1835.01 7470.18 4865.08 7866.49 87961.000 48600.00 440.25 .00 1878.50 2295.00 1835.11 7478.08 4165.10 7066.46 97%1.000 48600.00 448.26 .02 1878.46 2295.08 1135.00 7418.00 4065.08 7066.50 10r1v90 23:10:10 SECNO G CWSEL DIFWSP SSTA STCNL STENCI STENCR STCNR ENDST 88000,000 48680.80 440,34 .89 1075.67 3740.00 1008.08 6500.20 4835.00 6508.00 88008.000 40608.00 446.35 .02 1075.67 3740.08 1800.08 6500.00 4835.00 6588.00 88830.000 48689.89 440.47 .89 5921.331 8580.00 .00 11488.89 8848.00 11447.35 80830.080 48608.00 440.48 .01 5921.26 8580.89 .08 11480.00 8848.89 11447.42 88050.089 48600.00 448.55 .00 5921.07 8580.00 .89 11489,89 8048.08 11447.69 88050.@80 40600.00 448.56 .01 5921.3'2 8580.08 .08 11488.00 8848.00 11447.76 HIM= 48600.06 441.09 .20 1189.00 3830.89 1108.89 6895.89 4190.00 6890.54 88150.@00 48600.00 441.10 .01 1100.08 3830.89 1189.00 6895.00 4198.00 6890.55 * 89858.@@0 48600.00 442.31 .89 1003.81 4970.00 .89 .89 5265.89 1098.63 * 89050.@08 48600.00 442.39 .02 1500.00 4976.00 1500.00 7070.89 5265.00 7070.00 + 90000,000 48600.00 442.83 .89 3800.00 9412.00 3888.89 10765.00 9733.08 10741.84 * 90000.000 48680.00 442.86 .03 3800.89 9412.08 "3808.08 18765.00 9733.00 10742.14 * 90080,089 48608.00 443.67 .00 1708.28 7725.00 1789.89 8620.80 7990.00 8616.19 98080.890 48600.00 "I E-8 .02 1700.00 7725.00 1700.00 9620.00 7998.00 8616.24 92090.000 48600.0@ 444.14 .00 1789.20 9000.00 1700.00 9948.00 9328.08 9934.12 92090.200 486@0.08 444.15 .31 1700.00 9890.89 1700.08 9940.00 9328.00 9934. °..2 92300.080 48689.00 444.22 .00 300.00 7703.89 .89 .00 7969.08 8592.23 92308.008 48608.00 444.22 .89 2550..10 1703.00 2558.08 8680.89 7 %9.00 9592.15 * 93620.089 48600.89 445.02 .89 1890.00 8208.00 .89 .89 8388.89 10220.89 93620.000 48689.89 445.51 .49 :958.89 8289.00 2958.89 8650.08 8388.08 8650.00 93670.888 48600.00 445.14 .89 1008.00 8200.08 .89 .00 8478.89 10M & 93670.000 48600.00 445.70 .56 2950.08 8208.00 2958.89 8650.00 8470.80 8650.00 * 93738.008 48689.89 445.22 .00 1798.02 8496.89 .89 .00 8888.89 18428.08 93738.089 48689.00 445.87 .65 3089.08 8490.89 3889.89 8089.00 8089.08 8799.93 9376& 889 48689.00 445.36 .00 1783.80 849L 00 .89 .89 8088.89 18428.89 9376& 880 48600.00 446.81 .64 3808.00 849& 89 3889.89 8880.00 8889.89 8799.94 * 93810.890 48600.00 445.51 .89 1008.08 8289.08 .06 89 845& 89 10938.00 * 93810.080 48600.00 446.08 .57 2900.89 8200.00 2908.89 8650.08 8458.08 8658.08 * 97570.080 48600.00 446.31 .00 802.73 549& 00 .89 16700.89 5688.08 18789.08 * 97570.890 48600.00 446.95 .63 767.81 5490.00 .89 18189.00 5688.89 10708.89 98450.000 48600.00 4 46.50 .89 117.49 4608.00 .89 .89 4825.00 16111.20 98450.000 48689.89 447.09 .59 1950.89 4608.08 1950.08 18111.06 4825.00 10111.00 98650.008 48600.00 446.56 .89 116.08 4600.00 .89 .89 4825.89 10111.08 98650.@00 48680.89 447.14 .58 1950.00 4600.00 1950.89 18111.00 4825.20 10111.00 PAGE --- 10/31/9iD 3:10:10 SEDC D CWSEL DIFWSP SSTA STCHL STENCL STENCR STCHR ENDST 99288. M 48600.00 446.74 .00 363.95 4100.N .00 .00 4314.00 9497.00 99280.088 48600.00 447.30 .56 2400.00 4100.00 2400.00 9497.00 4314.00 9497.80 100040.000 48600.00 447.01 .00 1017.2 4035.00 .N 9900.00 4215.00 9780.25 100040.088 48600.00 447.56 .55 1014.74 4035.00 .00 9900.80 4215.:0 ?9.00 10461mD.000 48608.00 448.11 .00 676.59 3210.00 .00 .08 3423.00 9237.80 + 104600.488 48600.00 448.42 .31 1720.00 3210.00 1720.00 9242.00 3423.00 ?238.75 105530.000 52800.'M 448.69 .00 3144.87 3550.00 .J8 .06 3662.00 9357.39 10 30.080 52880.00 448.94 .25 3141.66 35`O.08 3098.00 9359.00 3662.08 9'„58.2£ 106080. M 37400.00 449.08 .20 2639.81 3126.00 .00 .00 3233.00 9840.16 106080.008 37400.28 449.29 .22 2988.00 33126.00 2988.00 9844.08 332M.00 9040.96 110588.000 37400.00 450.74 .00 4600.00 9030.00 4600.00 11938.00 9340.08 11930.80 110580.088 37400.00 450.85 .11 4600.00 '9830.@8 4688.00 11938.00 9340.08 11930.08 "AGE 18 10;31/90 23:10:10 FLOODWAY MODEL FILE:ELM SUIVARY PRINTOUT TABLE 110 PASS 19 SECNO EWSEL DIFKWS EG TCPWID GLOB am GROB PERENC STENCL ST(X STCHR STMR 64820.000 433.88 .x 434.21 2100.00 5690.65 24560.87 15848.49 2100.08 18708.09 11268.88 11470.08 12880.00 64828.008 434.05 a@ 434.37 2100.00 5779.43 24272.45 15248.11 2100.80 18108.00 11268.80 11470.08 12808.00 64900.000 434.01 .00 434.29 1810.30 1043.35 24471.71 19784.94 .80 .00 1350.00 1620.00 .20 64900.088 434.17 . a0 434.44 1811.40 1072.23 24213.71 28814.05 .00 .00 1750.08 1620. N a0 65000.000 434.11 .30 434.38 1744.66 1054.55 23308.44 20945.02 .00 .00 1350.88 1620.00 00 65080.008 434.27 a0 434.`2 ;745.66 1088.16 23048.87 21170.97 .08 .00 1758.00 1620.00 .00 653H. M 434.40 N 434.65 1746.51 1101.52 ?2840.15 21358.33 .00 .08 1350.00 1620.08 .00 65300.000 434.55 .00 434.78 1747.41 1123.73 20624.08 21552.19 .08 .00 1350.08 1620.00 .0@ 65480.008 &34.47 .00 434.72 1813.54 1126.23 23737.97 26435.80 .00 .00 1358.00 1620.00 ae 65400. M 434.61 , a0 434.35 1814.48 1149.337 23536.66 20613.97 .00 .00 2 1620.00 .00 67180.000 435.72 ..20 435.88 :950.80 19169.00 20831.72 :;899.28 1958.08 2050.00 335L N 3600.08 4000.00 67188.000 435.80 .30 435. :950.00 18336.59 20641.41 5916.08 1950. a0 2058.00 3350.08 36N.00 4008.00 _ 67880.008 436.10 . m 436.20 1921.89 32576.70 11486.79 836.50 6888.E .08 5750.08 5941.08 6000.00 67888.080 436.i8 .a0 436.28 1922.38 "654.633 11410.47 834.91 6888.00 .08 5750.00 5941.00 6888.80 67988.080 436.10 a 436.30 '317.18 29709.72 13656.48 1533.81 .00 .00 2765.00 2883.06 00 67980.080 436.18 a0 +36.:8 1317.68 29805.65 13557.:3 1537.22 .08 .00 2765.00 2883.00 .00 68888.888 436.17 & 436.:.6 1317.55 29781.42 13582.22 1536.36 .80 .00 2765.08 2883.00 .00 68888.000 436.24 .00 436.+4 1318.04 29874.65 13485.65 1539.70 .08 .08 2765.00 2883.80 .00 68180.888 436.30 08 436.43 1963.14 24860.75 14943.65 95.60 5980.08 .88 5758.88 5950.08 5988.00 68180.888 436.38 .00 436.50 1903.60 29953.83 14858.01 %.% 5986.08 .08 5750.00 5950.08 5988.00 68350.888 436.40 .08 436.51 2219.20 27899.25 13892.68 3188.06 3238.00 .80 2718.00 2935.00 3238.00 68358.888 436.47 .88 436.58 2219.42 27983.% 13787.96 3128.88 3238.08 .88 2718.88 2935.08 3230.00 68688.088 436.52 .88 436.62 2379.54 25828.86 12245.78 7625.36 3398.08 .88 2585.08 2745.08 3390.00 68680.888 436.58 .00 436.69 2379.74 25092.97 12143.71 7663.32 3398.08 .08 2585.88 2745.M 3396.00 69480.088 436.91 .06 437.03 2402.83 22448.29 12288.71 %63.88 .88 .08 2165.08 2320.08 .00 69488.008 436.97 .00 437.09 2403.22 22966.78 12178.82 9754.41 .08 .88 2165.88 2320.08 .a0 t 71280.080 437.69 .80 437.74 3088.00 110%.89 14972.79 18831.12 3888.00 18888.80 11358.08 11600.00 13000.00 • 71280.000 437.73 .08 437.18 3088.00 11139.10 14902.67 18858.24 ..888.00 18888.08 11358.00 11688.00 13880.00 + 72428.000 437.92 .00 437.% 3'08.15 21770.87 7953.70 15176.23 .00 .00 2135.00 2330.08 .08 + 72920.000 437.96 .00 438.30 3308.39 21753.50 7932.53 15213.97 .00 .08 2135.08 2338.08 75620.000 438.07 .08 438.13 3135.90 15339.21 806 1. 30 21499.49 .08 .00 8975.00 9200.08 .00 75620.050 438.11 1 m 438.15 3136.10 153122.82 8039.20 21541.99 .08 .00 8975.08 9200.00 .00 10/31;90 23:10:10 ARGE 20 SECNO MU DIFKWS EG TOPWID GLOB OCH GROB PERM STENIX STCHL STDiR STENCR 77490.000 438.24 .00 438.30 3244.14 31606.98 9599.62 3393.40 .08 .00 9440.00 9700.00 .00 77490.000 438.27 .08 438.34 3244.332 31605.01 9570.45 3424.54 .00 .00 9440.00 9700.00 N 80970.000 438.66 .00 438.73 3653.50 26583.66 8676.13 9339.62 .00 .08 1534.00 1712.00 .80 80970.000 438.69 .00 438.76 33653.12 26562.3"0 8648.01 9389.69 .00 .00 1534.00 1712.00 .00 83400.080 439.04 .00 439.39 3953.54 15886.68 5891.13 22422.20 .00 .00 16748.80 10980.08 .09 83400.000 439.06 .00 439.11 3953.68 15870.33 5879.44 2 451.23 .00 .00 I0744.00 10980.80 ze 34750.000 439.21 .08 439.27 4162.16 19803.85 6162.53 18233.63 .08 . M :325.08 2625.00 .00 84750.000 439.23 .00 439.29 4162.29 19800.51 6154.96 18244.54 .00 .00 2M. 30 2625.08 00 * 85000.000 439.25 .00 439.34 4299.35 7571.13 9232.55 27396.1.2 .00 .00 2325.08 2625.00 ON * 85000.000 439.28 .00 439.36 4299.41 7602.69 9212.20 27385.11 .00 .00 2325.00 2625.00 .00 * 86560.000 439.47 .00 439.52 3448.46 8283.09 7120.07 287 96.95 5180.00 2008.:18 4748.00 4997.00 7100.'LV * 86560.000 4 39.49 M 439.54 3448.62 9291.06 7111.47 28197.48 5100.00 2000.00 4748.00 4997.00 7100.00 * 87530.000 439.52 .00 439.80 2288.23 12911.95 18723.6 16%4.29 620.60 2000.00 +953'.00 5110.00 1620.08 * 37530.000 439.54 .* 439.82 2289.40 12923.51 18665.:- 17007.*': :520.00 2300.00 +953.00 5110.00 7620.00 87800.800 439.62 .00 440.11 1593.59 :0983.29 29916.27 7180.44 6486.00 .00 '.840.00 430.88 6480.30 87800.000 439.64 .00 440.19 1593.83 10917.55 29855.80 7826.66 6488.00 .00 3840.00 =030.00 5480.00 * 87869.080 439.72 .00 440.47 859.07 8827.89 35557.89 5015.01 5635.00 1835.00 2295.08 4865.08 7478.00 * 87869.000 439.74 .00 440.49 859.36 0 042.83 35525.09 5032.08 5635.00 1835.00 X 95.00 4865.00 7470.00 87870.000 439.12 .00 440.48 859.22 8441.17 34697.12 5461.71 5Q5. 00 1835.00 2295.00 4865.00 7470.00 87870.000 439.74 .00 440.49 859.51 8455.75 34665.04 5479.21 5635.00 1835.20 2295.00 4865.00 747L N 87%8.000 440.24 .d0 440.91 867.25 8830.14 33&38.68 5931.18 5635.00 1835.00 .'1'95.08 4865.08 7478.00 87960.000 440.26 IN 440.92 867.49 8841.38 33813.80 5944.82 5635.00 1835.00 M.00 4865.00 ,'470..'10 87961.880 440.25 .00 440.91 867.36 8434.49 3468149 5483.02 5635.00 1835. N 2295.08 4865.80 7470.00 87%1.008 440.26 .80 448.93 86 7.54 8445.99 34657.65 54 %.36 %M.00 1835.00 2295.00 4865.80 7470.00 88088.000 440.34 .80 441.08 1569.69 10858.58 33408.38 5141.64 5500.00 1000.88 3748.00 4835.88 63`180.00 88800.800 440.35 .88 441.09 1569.27 18071.44 33369.55 5159.01 5580.00 1088.00 3740.88 4035.08 6588.00 88030.000 440.47 .00 441.18 1566.13 11206.17 33086.58 4307.25 11488.00 .00 8580.00 8840.00 11488.00 88838.080 440.48 .08 441.19 1566.3'9 11216.62 33055.45 4327.93 11480.00 .00 8588.1 8840.08 11480.00 MO. 000 440.55 .00 441.25 1567.36 11253.92 32942.10 4403.98 11488.08 .LV 8588.08 8840.00 11480.00 88050.000 448.56 .00 4 41.26 1567.62 11263.85 32911.33 4424.83 11488.00 .88 M.00 8848.00 11480.00 88150.000 441.09 .00 441.59 26IL 88 7965.45 35251.82 5382.73 5795.88 1100.00 3838.00 4190.08 6895.00 88150.000 441.10 .00 441.60 2618.91 7971.87 35226.17 5401.96 5795.00 1100.00 3838.00 4190.80 6895.00 * 89050. W 442.37 .00 442.43 5635.21 25378.52 15097.59 8131.89 .08 .00 4970.00 5265.00 .00 * 89050.000 442.39 .02 442.44 5118.41 25027.77 15291.36 8280.87 5570.00 1508.00 4970.30 `_265.08 7 070. 00 10/31/90 23:10:10 PAGE 21 SECNO CWSEL DIFNWS ES TOPWID GLOB OCH OROB PERENC STENCL STCHL STCHR STENCR t 98808.1300 442.83 .20 443.11 3043.28 9383.35 26788.97 12427.68 -3888.88 3888.28 9412.08 9733.08 10765.00 * 98880.088 442.86 .03 443.13 3052.72 9434.53 26690.35 12475.13 - 3888.08 3888.08 9412.08 9733.00 10765.08 * 98880.000 443.67 .00 443.74 4816.63 23242.78 12857.33 13299.89 - 1188.08 1788.88 7725.08 7990.00 8620. ft * 90880.088 443.68 .02 443.75 4817.70 23286.03 12029.83 13284.15 - 1708.00 1708.08 7725.08 79%.80 9620.00 92090.080 444.14 .08 444.18 6352.47 26293.41 11584.67 10721.92 - 1788.08 1780.00 9888.08 9320.00 9940.00 92090.000 454.15 Al 444.20 6355.95 26330.63 11561.85 10767.52 - 1700.00 1708.08 9088.00 932'8.08 ?948.00 92300.000 "A. a2 .00 444.25 5162.36 28783.99 9103.15 12712.86 Ov .08 7783.00 7 %9.08 .00 92380.000 444.22 .00 444.30 3912.07 20849.93 12750.86 14999.21 6050.00 2558.08 7703.08 7 969.00 8600.00 * 93620.008 445.02 .00 445.18 7017.80 27269.81 18849.16 3281.02 .08 .08 8208.08 8388.00 .00 936U. W 445.51 .49 445.80 3725.72 23N6.68 22811.95 2781.37 5700.08 2958.08 8200.00 8380.08 8650.00 93670.000 445.14 .00 445.23 7039.80 37642.26 8894.37 2063.37 .28 .08 8288.8 8476. IV .00 93670.000 445.7.0 .56 445.89 3730.EO 34602.23 12705.05 1292.72 5728.08 2958.08 8288.08 8470.00 8650.N * ?3732..W 445.22 .00 445.40 5483.90 34017.50 14581.43 1.36 .80 .00 8490.08 9888.00 .00 93730.200 445.97 .65 +46.45 436;.24 :4342.93 14257. D7 . M 5888.08 3008.00 3490.00 8888.00 8800.68 93760.080 445.36 .30 445.52 w53.48 34818.20 13778.32 3.78 .28 .28 8490.08 8800.80 00 ?3760.000 446.01 .54 446.17 4386.64 34961.25 13638.1 00 5 808.00 3888.00 8490.08 8888.00 °.800.00 * 93810.008 445.51 .03 445.60 8458.41 28931.83 155 %.71 4871.45 .08 .00 3288.08 8458.80 .00 * 93818.808 446.08 .57 446.25 4755.99 269%.23 :0289.99 1313.78 57`.,8.08 2980.08 8200.08 9450.00 96514.00 * 97570.088 446.31 .00 446.34 9897.27 22732.04 6949.55 18918.41 10188.08 .20 5490.00 %M. 00 10700.30 * 97570. M 446.95 .63 446.97 9932.19 23243.31 6299.99 19056.76 18788.00 .00 5490.08 5680.80 10700.00 9645L M 446.50 .00 446.53 9942.57 17397.74 7207.85 23994.41 .88 .08 4688.08 4825.08 .00 98458. ON 447.09 .59 447.11 8161.00 16139.38 6970.12 25490.50 8161.08 1958.08 4600.08 4825.08 10111.80 98650.088 446.56 .08 446.59 9957.08 17476.46 7137.47 23986.87 .08 .80 4688.28 4825.00 .OB 9%50.008 447.14 .58 447.16 8161.00 16162.35 6928.28 25589.36 8161.08 1958.00 4680.08 4825.88 10111.00 99280.088 446.74 .08 446.76 8613.68 22519.34 6389.76 1 9698.90 .88 .88 4188.88 4314.80 .00 99288.008 447.38 .56 447.33 7059.44 15728.47 7411.36 25468.17 7097.08 2488.08 4188.00 4314.08 9497.00 108848.000 447.01 .00 447.34 8589.25 21447.58 6212.58 28939.93 9988.08 .08 4835.88 4215.08 9988.00 108048. M 447.56 .55 447.59 8885.26 21422.17 5684.42 21493.41 9988.00 .00 4035.00 4215.00 9988.00 104688.088 448.11 .00 448.17 8338.68 9646.76 9563.67 30389.58 .06 .08 3218.88 3423.00 .08 * 104608.008 448.42 .31 448.47 7371.70 8269.41 8474.61 31855.97 7522.08 1728.08 3218.88 3423.00 9242.00 105530.008 448.69 M 448.75 5912.54 1679.81 8364.33 42815.87 .08 .08 3550.08 3662.08 .00 185530.000 448.94 .25 449.00 5992.81 1766.36 8013.21 43828.43 6269.00 3098.08 .•"558.08 3662.00 9359.00 106088.000 449.08 .08 449.13 6016.19 2816.53 7466.60 27116.87 .08 .00 3126.08 '1233.M .30 186880.000 449.29 .22 449.34 5692.04 2010.51 7354.88 28834.62 6664.00 2988.00 3126.08 3233.'@ 9044.10 10/31;90 23aA:10 PRBE L SECNO CWSEL DIFKWS EG TCPWID GLOB GCH GROB PEEK STENCL STCHL STCHR STENCR 110580.000 450.74 .00 650.78 7127.07 12883.15 8485.91 16030.94 - 4600.00 4600.00 9030.00 9340.00 11930.00 110580.000 450.85 .11 450.89 7158.12 13112.12 8299.84 15988.04 - 4600.00 4600.00 9038.00 9340.00 11930.00 10/31/30 23:10:10 PAGE 23 SLWARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 71280.0010 PROFILE= 1 COIVEY'ANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECND= 71280.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEGNO= 72920.M PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECND= 72920.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECS 85000. M PROFILE= 1 CONVEY4N7CE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 85000.000 PROFILE= 2 CONVEYANCE CHANGE ODUTSIDE ACCEPTABLE RANGE WARNING SECND= 96560,M PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 86560.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 87-30.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 87530.000 PROFILE= 2 CONVEYANCE CHWr6E OUTSIDE ACCEPTABLE RANGE WARNING '=EC00= 37869.L00 PROFILE= 1 CONVEYANCE 'LMNGE OUTSIDE ACCEPTABLE RANGE - ARNIN :G HCN10= 37869.M PROFILE= 2 MWANCE CHANGE 3'i]T311, E ACCEPTABLE .RANGE WWARNING -aCNO= x9050.4',00 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAGE WARNING HMO= 89050.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90060.200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 90000. M PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAGE WARNING SED& 90880.000 PROFILE= 1 CONVEYANCE D41GE OUTSIDE ACCEPTABLE RAGE WARNING SEGVO= 90880.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAGE WARNING SECNO= 93620.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAGE WARNING SECNIk 93730.000 PROFILE= 1 CONVEYANCE CINAII6E OUTSIDE ACCEPTABLE R.A?a WARNING SECNO= 93810.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE MICE WARNING SED& 93816.600 PROFILE= 2 CONVEYANCE 044 OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 1 CONVEYANCE DUANEE OUTSIDE ACCEPTABLE RANGE WARNING SED& 97570.000 PROFILE= 2 CONVEYANCE DNNGE OUTSIDE ACCEPTABLE RANGE WARNING SED& 104600.008 PROFILE= 2 CONVEYANCE CF OUTSIDE ACCEPTABLE RANGE 16/31/98 23:18:18 PAGE 24 FLOODWAY DATA, FLOODHAY MODEl- FILE:ELM PROFILE MO. 2 FLDIODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOLIT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 64820.888 2188. 17361 2.6 434.8 433.9 .1 64908.888 1811. 14991. 3.8 434.2 434.8 .2 65888.888 1889. 14671. 3.1 434.3 434.1 .2 65388.088 1811. 15152. 3.8 434.5 434.4 .1 65408.088 1814. 15889. 2.9 434.6 434.5 .1 67188.088 1958. 15847. 2.8 435.8 435.7 .1 67888.888 1921 18131. 2.5 436.2 436.1 .1 67988.888 1385. 13461. 3.4 436.2 436.1 .1 68888.888 1385. 13475. 3.3 43L 2 436.2 .8 68188.888 1964. 16951. 2.6 436.4 436.3 .1 68350.888 2219. 17461. 2-6 436.5 436.4 .1 68688.888 2388. 18628. 2.4 436.6 436.5 .1 69488.088 2401 17295. 2.6 437.0 436.9 .1 71280. 088 3888. 25128. 1.8 437.7 437.7 .8 72928,088 3388. 38572. 1.5 438.8 437.9 .1 75628.888 3136. 27519. 1.6 43L 1 438.1 .8 77498.888 3244. 23681. 1.9 438.3 438.2 .1. 88978.8M 3654. 23183. 1.9 43L7 438.7 .e 8348L M 3954. 26766. 1.7 439.1 439.0 .1 84758.8M 4162. 23681. 1.9 439.2 439.2 .8 855888 M 4299. M466 2.2 4313 439.3 .8' 8&%L M 5885. 2714L 1.6 439.5 439.5 .• 87338. Mt 5589. 13596. 3.6 4315 439.5 .9 97NLMt 5391_ U816L 4.0' 439.6 '316 87e6 m 518!L M30: q4 .439LT B.7" j _ 0787 m 5185. 7925 Lt .43LT MT I A V8791 Lm M& N1 z 44L3 4R4 eL , . 4 d Aff,�' amm 32L 863,: . sd 4 mul 44ts 88M 888 5527. 8736. SG ` " 44L& 448.5 . I 88158 8M 5191. 13181. - 3 7 441.1 441.1 .Q 89858. MI 5578. 31775. 1.5 442.4 442.4 .1 98M 8M 6942 I456L 13 442.9 442.8 .1 98888.888 6916. 28897. 1.7 4437 443.7 .0 92898.888 8234. 35852. 1.4 444.2 444.1 .1 92388.888 6842. 23854. 1.9 444.2 444.2 .8 93620. 80 5788. 16838. 2.9 445.5 445.6 .5 93676.888 57M. 15798. 3.1 445.7 445.1 .6 93738.888 580. 1468L 13 445.9 445.2 .7 93760.888 58M. 15246. 12 446.8 445.4 .6 93818.888 5758. 21196. 2.3 446.1 445.5 .6 18/31/90 23:16:10 RQODWAY DATA, RI WAY HIM FILE:ELM PROFILE NO. 2 a FLOMWAY WATER Sl1RFACE ELEVATION STATION WIDTH SELTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLDDDWAY 97578.008 9932 57688. .9 446.9 446.3 .6 98458.8@8 8161. 46653. 1.8 447.1 446.5 .6 98656.808 8161. 47018. 1.0 447.1 446.6 .5 99288.080 7897. 38938. 1.2 447.3 446.7 .6 180048.808 8885. 45421. 1.1 447.6 447.8 .6 184680.000 7519. 32902. 1.5 448.4 - 448.1 .3 10553L NO 6216. 35181. 1.5 44& 9 448.7 .2 10688L M 6861. 30928. 1.2 449.3 449.1 .2 110580.808 7338. 28397. 1.3 458.8 458.7 .1 a 7 Cross - Section 90000 e v a t 0 r 4 ._, 0 _ 46 - 450 _ ,... ,... .. . 440 430 - 40Et_'- � i'•NE L CA 40N0 5000 6000 7000 8000 90N0 10060 iSONN 12000 Station Cmiss- aection 97576 455 450 E 445 v 448 a t i 4::5 - n 1 - u m i 420 --T-- 0 2000 40W 6000 8006 10006 12000 Av011+ 16000 18006 20000 2200 Station Cr =oss- Sectirn y$4 -`_•0 45J 4J0 _... ., E 445 v 446 430 - 425 - 4, 424 0 ; e� j0X — — — 46k 5000 600. 70 —T LAW 500 IM 10& 1@& St -, t:an C ^c S- S eve tion, 44210 455 r5 V.; _ E 445 i i t 440 t i 435 }' n 438 -.. . e 425 .. r 420 0 180 2800 -000 4080 5080 6000 7000 �i�8� 900 110 ' Station Of ;- 0 t: c.. 468 4` r L 458 v 445 7 440 - 435 - ii r: 438 1880 280:: 3001 4881 5006 6000 7000 800 90L.6 1E886 118 12LCQ 2JL P: 44$ - e Al enQ a �c'6 - Y 424V Ohl r:e 4000 50W 6068 701G0 3 9880 Static^ «, =ee *i �., s.6,;.._•n 468 , 455 - t 450 i 440 C.' - 426 tu5 T_T @° ' @ 3i +06 4880 5880 66 7 088881 98811 11OW 12880 Station CPOSs - Sec;tion 52090 .............. 470 .... E 460 ,.... u 450 �,.. 448 n 430 -.- J...... 420 -.... 410 -------- 1009 ------- 2000 3800 4000 5000 6000 7000 8000 — ------- 9000 10000 111 8 S'. Btion Cms - Section 92306 4N � ............. E 460 v 450 - a _ i 4u' 43 - �i 420 410_ is 4000 5000 6000 7000 1000 3000 100CAO 11080 1000 2000 3000 Stat_on Gn 4811 1 4 70 - �— E 460 -... e u 450 X.. i 440 -; —,-- --- .•�;.'` _ ... ,:= 7 0 n 420 f 4110 1000 2000 3000 4000 5000 60W 7000 8000 St:N' : =CEO i00Q 12L00 Station ±oss- Seetian 93730 480 - £ 460 e - v 450 a — — -__ 1 440 a n 430 - 410 - - r- -�—___ 11,06 120aN 500ii 6000 7400 :'apt+ 9000 10000 -T - _:i OV 4006 Station Crass -Se t;on 938':3 481+ , 470 -, E 460 I e v 450 - a i 440 n � j 43e 420 -. 410 100+ NOV 3006 4006 5006 ON 709� 8000 9006 10 11 Station vrass- Secion 106080 450 ............. 480 - B 4 ?O i e v 460 -: -. l 450Yr ri 440 43;6 - 420 1000 2 30 4ct,U 00 = 5 v4 7000 80014 5000 10" 11e 0 izioa , V580 lsu e ak0 a a: 4;.: : 424 30;30 400t- 5000 600' '700 i:+JOt 50006 10000 11000 12000 13Br '_44 Station C u.• 450- 440 Z 430- Q>> jL l J W 420 Eifel .o 400 - 89000 94000 99000 104000 DISTANCE, FT. 10 YEAR -� 0 e 50 YEAR -�= 100 YEAR — SPF ,rrrrrn- THALWEG 109000 114000 . _ FLOOn µley —_ PLOOVPL.Adhl 1 • �1.DOOPLAIN 300 `(K SAXON, ■mow •s / ISTIIVG CONDITIONS / pOQt40- (441,01) NOW l 24 • � ( � ---;`- :;' � / / • � 932 -f- 80 Cq�.�4) I i i s � i r • - -- r�1OM lrlt t• W&TCM SHED 24 • CREEK / • �/ is /7 SANDY LAKE ROAD• I m 1 444 448 / / • • • / / ''? 1 i 44 . )� I I / / 443 � .4er p - - 444 44 1 4 I r r 449 (} 444 ( (f I .2 92.3 +00 4 / 44 444 — — � ,� � j 920 + 90 / - S 446 i� _r- 446 « 44. / ISO I , 1 1 • , . l � '� : ♦ N I 444 / • • �` -\ \` ' �{ I ,`'�, i 1 i 1 � • / / I 442 \ 11 i 446 i SZ .Clo8 / / 444 ( 450 I Wll __ mAll , O i I � i I