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Creekview Add PD-SY 880119 FLOOD PLAINRECLAMATIONSTUDY · for the CREEKVIEW ADDITION - along GRAPEVINE CREEK COPPELL, TEXAS - for - THOMPSON MANAGEMENT NOVE~R 1987 NDk4 N^-rH^. D. · Dallas, Ttxil (214) 7~4741 REVI~D IA~IIARY CONSULTING ENGINEERS, INC. January 19, 1988 Mr. William Thompson Thompson Management 8333 Douglas Ave. Suite 1510 Dallas, Texas 75225 Re: Floodplain Reclamation Report NDM No.: 87-6-62 Dear Mr. Thompson: Enclosed please find ~o (2) copies of our Revised Floodplain Reclamation Report for the Creek View Addition. Revisions to our August and November, 1987, reports were necessary because of changes made to the existing condition hydraulic model by the City of Coppell and the adoption, by the City, of a new floodplain ordinance. These changes included revisions to the proposed Denton Tap Road bridge, "as-built" conditions for the Moore Road bridge, and "as- built" conditions for a fill project downstream from Moore Road. These changes did not materially affect the Creek View project; however, they were made to provide FEHA with up-to-date hydraulic models that are-consistent with the revisions made by the City. We have transmitted this report to the City of Coppell for review and approval. The City will then forward this study to the Federal Emergency Management Agency (FEMA) for their review and approval. We appreciate the opportunity to work on this project and look forward to construction of the project. Sincerely, NATHAN D. HAIER CONSULTING ENGINEERS, INC. " .~.$ '; ... : -,. ~ /. ~ , ; ~ ~-. Dennis L. Jd~nson, P.E. DLJ/rdp Three NorthPark/8800 N. Central Expwy./Suite 300/Dallas, Texas 75231/(214) 739-4741 TABLE OF CONTKNTS I. INTRODUCTION AND SCOPE II. SITE DESCRIPTION -- I I I. HYDROLOGY IV. HYDRAULIC ANALYSIS -- GRAPEVINE CREF_~K TRIBUTARIES 1 AND 3 V. RECLAMATION PLAN AND RECOMMENDATIONS TABLES 1. Summary of lO0-year Discharges -- 2. Comparison of 100-year Water Surface Elevations - Grapevine Creek 3. Summary of Grapevine Creek 100-year Channel Velocities _ 4. Recommended Lowest Floor Elevations - Grapevine Creek 5. Summary of lO0-year Water Surface Elevations - Tributaries I and 3 FIgUReS 1. Project Location Report 2. Floodplain Reclamation -- 3. Stream Cross Sections - Grapevine Creek 4. Stream Cross Sections - Grapevine Creek _ 5. Stream Cross Sections o Grapevine Creek 6. Stream Cross Sections - Grapevine Creek 7. Stream Cross Sections - Grapevine Creek 8. Stream Cross Sections - Grapevine Creek 9. Stream Cross Sections - Grapevine Creek 10. Stream Cross Sections - Grapevine Creek FIGURES, continued 11. Stream Cross Sections - Grapevine Creek -- 12. Stream Cross Sections - Grapevine Creek 13. Proposed Grapevine Creek Profiles 14. Stream Cross Sections - Tributary No. 1 15. Tributary No. 1 - 100-year Profile 16. Stream Cross Sections Tributary No. 3 17. Tributary No. 3 - 100-year Profile APPENDICES A. Existing F.I.S. Floodway Model B. Revised Existing Model Without Encroachments C. Revised Existing Model With Encroachments D. Proposed Model Without Encroachments E. Proposed Model With Encroachments F. TributaryNo. i - Proposed Model G. Tributary No. 3 - Proposed Model H. Proposed Conditions: 2-year and lO0-year Ultimate 100-year Ultimate Profiles S-~mary Output I. INTRODUCTION AND SCOPE This study was undertaken by Nathan D. Haier Consulting Engineers, Inc. (NDHCE), on behalf of Thompson Hanagement Company, to prepare a floodplain reclamation plan for a 71-acre tract in Coppell, Texas. The tract is located north of the St. Louis and Southwestern Railroad, east of Denton Tap Road and is bounded on the north by Grapevine Creek (see Project Location Hap, Figure 1). A 49.56 acre portion of this site referred to as the Creek View Addition is currently being rezoned in the City of Coppell for use as a Planned Residen- tial Development. The development lies east of Tributary.No. i and extends eastward (along the railroad) approximately 3,000 feet. The proposed street layout for this development is shown on Figure 2. A portion of this area is within the lO0-year floodplain of Grapevine Creek and t~eo tributary streams. This study evaluates the hydraulic impacts of reclaiming a portion of this floodplain. The proposed plan gives full consideration to Federal Emergency Hanagement Agency (FEHA) criteria as well as the City of 'Coppell preliminary Floodplain Ordinance and Drainage Haster Plan criteria currently being pre- pared by Anderson Engineers. Supporting documentation, including delineation of the existing and proposed floodway boundaries, fill limits, stream cross section plots, water surface profiles, and HEC-2 computer backwater models are included in the report. II. SITE DESCRIPTION The 71-acre site is trian~ular in shape and is situated along the south bank of Grapevine Creek extending from Denton Tap Road east~eard to within 400 feet of Moore Road. To the south, the site is bounded by the St. Louis and South- western Railroad and to the west by Denton Tap Road. The site is currently undeveloped and approximately 50% wooded, with the remaining area being fallow pastureland. Existing development to the south of the railroad is typically light industrial, with single-family residential to the north of Grapevine Creek. The proposed residential development for this site will be very simi- lar to the existing North Lake Woodlands Development on the north bank of the creek. Topography at the site slopes moderately at 0.5% to 1% from the railroad northward toward Grapevine Creek. Elevations range from 500 to 506 along the railroad to 450 to 460 along the Grapevine Creek streambed. Two tributaries draining light industrial areas south of the railroad cross through the site in a northerly direction and are confluent with Grapevine Creek. Tributary No. 1 (see Figure 2) carries drainage from 2 - 11' x 6' box culverts currently under construction along Denton Tap Road. This stream enters the site through an existing railroad trestle approximately 275 feet east of Denton Tap Road. Tributary No. 3 enters the site approximately 2,300 feet east of Denton Tap Road through 2 - 42-inch diameter pipes under the railroad. Both tributaries are heavily wooded and have typical channel sections of 5 to 10 feet in bottom width and 2H:iV sideslopes. Bedslopes are 1.4% to 1.8% in Tributaries 1 and 3, respectively. The channel bottom in Tributaries i and 3 is composed of silts, whereas the channel bottom in Grapevine Creek is typically shale. Approximately 30.0 acres of the site are within the 100-year floodplain limits of Grapevine Creek and Tributaries 1 and 3. The floodplain limits are shown on Figure 2. III. HY1)ROII)G¥ The drainage area of Grapevine Creek at Moore Road is 9.65 square miles. Flood discharges on Grapevine Creek in the reach between Moore Road and Denton Tap Road per the City of Coppell Flood Insurance Study (F.I.S.) are 7,500, 10,500, 11,800, and 15,100 for the 10-, 50-, 100-, and 500-year frequencies, respectively. The floodway/floodplain for existing and proposed conditions was evaluated based on these discharges. 2 The recently proposed City of Coppell Floodplain Ordinance and Drainage Master Plan, however, also requires evaluation of of the hydraulic impacts on the 100-year ultimate discharge for a fully-developed watershed condition. The preliminary hydrology model (GREXT1), which was prepared by Anderson Engineers for the Drainage Master Plan, was made available to NDMCE for use in the Creekview Addition Study. The 2-year and 100-year discharges for ultimate watershed development, as well as the 100-year F.I.S. discharges, are shown in Table 1. The stream cross section listed in the table represents the point at which the discharge changes from the downstream reach. The discharges for Tributaries i and 3 were computed using the rational for- mula and rainfall intensities and runoff coefficients based on the City of Dallas Stormwater Drainage Ordinance (criteria currently followed by the City of Coppe11). Rainfall intensities are based on U.S. Weather Bureau publica- tion T.P. No. 40. In general, a runoff coefficient of 0.9 and an intensity of 11.6 inches per hour for a 10-minute time of concentration was used for off- site drainage areas. On-site, for residential development, a runoff coeffi- cient of 0.45 and an intensity of 9.70 inches per hour was used. The off-site drainage area of Tributary No. 1 was based on 108.8 acres from 2 - 11' x 6' box culverts per construction plans from Ginn, Inc., engineers and an additional off-site area of 32.7 acres. The on-site drainage area is 11.7 acres, thus yielding a total drainage area of 153.2 acres at the confluence with Grapevine Creek. Similarly, approximately 59.9 and 2.9 acres of off-site and on-site drainage yield a total of 62.8 acres at the mouth of Tributary No. 3. The 100-year ultimate development discharges are s,~m~Arized in Table 1. IV. HYDRAULIC ANALYSIS GRAPEVINE CREEK Background Hodels. Since the development of the original F.I.S. backwater model for Grapevine Creek in 1979, numerous modifications have been nmde to the floodplain. The original F.I.S. encroachment model was obtained from the Fort Worth District Corps of Engineers and is included in Appendix A for com- parative purposes. The 100-year water surface elevations for unencroached and encroached floodway conditions are shown in Table 2. Because this model is outdated, it was not used in the analysis of the proposed project. As part of their Drainage Master Plan for the City of Coppell, Anderson Engi- neers updated the Grapevine Creek F.I.S. model to include modifications extending from the Irving Control District No. 4 improvements near the Elm Fork of the Trinity River, upstream to include the new bridge at Moore Road (Model GRFISET). Subsequent to development of this model, Anderson Engineers also prepared a model (GRFET) that included the proposed bridge at Denton Tap Road and a proposed fill project on the south bank of Grapevine Creek upstream from the bridge. This model was submitted to FEMA by Anderson Engineers in October, 1987. Revised Existing Models. Both of the existing models on Grapevine Creek lack sufficient stream cross sections to adequately model the floodplain on the Creek View property. Therefore, it was necessary to prepare a revised exist- ing model with additional stream cross sections to better define the lO0-year floodplain limits. Concurrent with NDMCE'S work on revising the Grapevine Creek model between Moore Road and Denton Tap Road, Anderson Engineers was also revising the Grapevine Creek model to include new field survey informa- tion on the "as-builtm Moore Road bridge and on a completed fill project on the north bank of Grapevine Creek Just downstream from Moore Road. Because of the revisions by both of these firms are interrelated, NDMCE Joined with Anderson Engineers to develop a revised existing model for Grapevine Creek between Belt Line Road and Denton Tap Road. Revisions to the existing model include the following: 1. Cross sections 17980, 18150, 18210, 18240, 18220, and 18450 were added to model the existing fill project downstream from Moore Road. 2. The "as-built" bridge (constructed in early 1987) was added to the model. Cross sections 18514, 18515, 18565, 18566, and 18600 represent this structure. 3. On the Creek View site, sections 0.1, 0.2, 0.3, 0.5, 0.6, 1.0, 2.0, 3.0, 4.0, 5.0, and 6.0 were added to the model based on City of Coppell 1985 aerial topography. These sections were selected to better model the project site. In addition, the south overbank of section 20540 was modified to better represent the railroad embankment with respect to the channel centerltne. 4. Manning's "n" values were changed in the overbank from 0.075 to 0.090 in the overbanks at sections 0.1 to 21690 to reflect dense tree growth in this area. The Manning's "n" value in the channel for sections 4.0 to 25085 was changed from 0.045 to 0.050 to reflect channel conditions, and to provide a more stable profile through this reach. The revised existing condition models, as modified by NDMCE and Anderson Engi- neers, without encroachments (NDMRXNI) and with encroachments (NDMP, XET1) are included in Appendices B and C, respectively. The lO0-year water surface ele- vations are summarized in Table 2. The revised existing conditions floodway was set using Method 1 encroachments and are consistent with top widths shown on the FEMA Flood Hazard and Floodway Boundary map (No. , 1984) for the City of Coppell. The revised existing conditions model was used as the base- line for evaluating proposed conditions. Proposed Hodels. The proposed conditions models for unencroached (NDMPRN1) and encroached conditions (NDMPRET1) are contained in Appendices D and E, respectively. These models reflect the proposed fill limits of the project. Manning's 'n" values and the starting water surface assumptions are the same as for revised existing conditions. Proposed floodway encroachments are the same as for existing conditions, since no encroachments beyond the existing floodway are planned in this reach. The proposed fill limits at most cross sections are set back from the floodway encroachment line. At cross sections 22600 to 25421, the right channel overbank "n" values were lowered to 0.060 and 0.065 to reflect clearing of underbrush ~hat would occur on backlots and in the benched channel bank area. No channelization is proposed under the recommended plan. This is in part due to an existing petroleum pipe line located in the creek overbank (see Figure 2) and also due to a desire on the part of the North Lake Woodlands Addition and the Creek View Addition owners to preserve the natural wooded channel. Excavation along the south bank of Grapevine Creek between sections 25085 and 25280 is proposed, however. A bench varying approximately 10 to 20 feet in width and beginning at an elevation 10 to 12 feet above the channel flowline is proposed. Water surface elevations for the proposed conditions models are shown in table 2. Channel velocities and water surface elevations for the encroachment models for revised existing and proposed conditions are shown in Table 3. Resulcs. Alterations to the Grapevine Creek floodplain since the 1979 F.I.S. have changed the 100-year water surface profile si~nificantly. In general, the profile, as shown in Table 2, has been lowered due to bridge replacements at Moore Road and Denton Tap Road. The 100-year F.I.S. encroachment profile for revised existing conditions at the site ranges from 467.12 at section 18650 upstream from Moore Road to 488.15 Just downstream from Denton Tap Road. At Denton Tap Road, the proposed elevation is lowered to 487.72. This com- pares to 469.30 and 487.52 in the original FIS study. Channel velocities shown in Table 3 range from 4.78 to 14.82 feet per second in the same reach for the revised existing condition encroachment runs and 4.77 to 13.74 for the proposed condition encroachment run. For proposed conditions, the floodway remains the same for existing condi- tions, and thus there is no change in the floodway water surface profile. Slight changes, +0.01' and +0.02', respectively, at sections 22600 and 2.0, occur as a result of "n" value changes in the proposed development. The max- imum rise between existing and proposed profiles for unencroached conditions is 0.14 feet at section 2.0. The proposed floodway elevation is lowered by 0.42 feet at Denton Tap Road near the upstream project limits. In order to determine the project impact on the 2-year and 100-year ultimate profile and develop proposed fill elevations for the tract, backwater runs were made for the ultimate discharges prepared by Anderson Engineers for the City of Coppell Drainage Master Plan. The summary output for these runs is contained in Appendix H. The starting water surface at section 18514 was pro- vided by Anderson Engineers. The model used to run the ultimate discharges was proposed conditions with fill but without encroachments (ULTP9). The 100- year elevations from this model were used to establish first floor elevations for the project. Cross sections used in the revised existing and proposed condition models are shown on figures 3 to 12. The proposed water surface profiles for the 10-, 50-, 100-, and 500-year frequencies are shown on Figure 13. TRIBUTARIES 1 AND 3 Proposed Nodels. Since there were no existing backwater models available for these tributaries, models were constructed to develop the lO0-year water sur- face profiles on these streams. Stream cross sections were taken from City of Coppell aerial topographic maps and supplemented with field survey in ~he channel. Box culvert crossings under the proposed Bethel Road alignment were assumed to be 3 10' x 6' RCB's at Tributary No. 1 and 2 - 8' x 4' RCB's at Tributary No. 3. Channel mn' values were assumed to be 0.06 because of the heavy vegetation growth along the stre~m~. The starting water surface for both tributaries was assumed to be the lO-year water surface elevation on 'Grapevine Creek. The 100-year F.I.S. and ultimate development profiles were then backed in on a level profile upstream on each tributary to a point where the stream profile rises above the Grapevine Creek backwater elevation. Back- water models for tributaries 1 and 3 are contained in Appendices F and G, respectively. Water surface elevations are summarized in Table 5. Results. The 100-year water surface elevations for Tributaries 1 and 3 are s-mmarized in Table 5. On Tributary 1, the water surface profile ranges from 481.90 downstream to 498.42 -upstream near the railroad. The 100-year F.I.$. floodway elevation on Grapevine Creek is 484.60 and would back upstream on Tributary 1 up to section 3.0. The ultimate 100-year profile elevation of 487.42 (ultimate water surface plus 1 foot) will be used to set lowest floor elevations. With the exception of the proposed Bethel Road crossing, the natural floodplain of Tributary 1 will be left intact. Cross section plots and the 100-year water surface profile are shown on Figures 14 and 15, respectively. On Tributary No. 3, the 100-year water surface elevation ranges from 475.11 downstream to 477.91 near the railroad. The lO0-year F.I.S. floodway eleva- tion of 477.95 on Grapevine Creek would back upstream to the existing railroad culverts. The 100-year ultimate profile elevation of 480.70 (energy grade line elevation for ultimate profile) on Grapevine Creek will be used to set lowest floor elevations on this tributary. Cross section plots and the 100- year water surface profile for this tributary are shown on figures 16 and 17, respectively. V. ~ECT~MATION PT~NAND RECOI~P/qDATIONS The proposed development plan provides for 119 residential lots to be located on 49.56 acres, beginning at the east bank of Tributary No. 1 and extending eastward approximately 2,500 feet. The proposed roadway system stemming from Denton Tap Road to the west is shown on Figure 2. Residential lots backing up to Grapevine Creek and Tributaries 1 and 3 will be filled out to the maximum limits shown on Figure 2. Lowest floor elevations will be set at an elevation 2 feet above the proposed 100-year F.I.S. floodway elevation or 1 foot above the lO0-year ultimate profile, whichever is hisher. In cases where the enersy grade line exceeded this elevation, the enersy grade line elevation was used as the lowest floor elevation. Lowest floor elevations are shown in Table 4 for lots adjacent to Grapevine Creek and Table 5 for lots adjacent to Tribu- taries 1 and 3. 8 Fill will be placed at a m~ximum slope of 3H:iV beginning with the toe of. slope at the proposed floodway line. Retaining walls may be installed at the discretion of the builder at the time of construction; however, these walls would need to be properly designed to withstand flooding conditions. In general, it is anticipated that fill will be placed only for the building pads and associated landscaped areas, and thus portions of the flood fringe will not be filled. In no case will fill be placed beyond the proposed floodway limits. Approximately 6.2 acres of the existing 30.0 acres of floodplain will be reclaimed under the proposed project, with 23.8 acres remaining in the flood- plain. The proposed floodway within the project limits in all cases is equal to or wider than the revised existing F.I.S. floodway and floodway elevation is the same for both conditions. Channelization of Grapevine Creek to further lower the water surface profile and channel velocities was not considered realistic, since there is an existing petroleum pipeline located in the flood- plain, and also because the owner and residents in the North Lake Woodlands subdivision desire to preserve the natural channel. The lowest floor elevations of existing residences were compared to the lO0- year ultimate water surface profile for proposed conditions. Based on these elevations (estimated from the City of Coppell topographic maps), all of the residences are above this flood profile, with most residences having a free- board in excess of t~o feet. Thus, channelization to lower the 100-year ulti- mate flood profile does not appear to be necessary. Because natural and proposed channel velocities are high (greater than 8.0 feet per second) along many of the lots bordering Grapevine Creek, it is recommended that the natural tree vegetation be left intact along the channel banks. If the natural banks are altered or tree growth is removed, it is recommended that fill slopes near major structures be protected with gabions, riprap, slope paving, or other structural measures that would fit the charac- ter of the site. 9 TABLE 1 SUMMARY OF 100-YEARDISCflARGES ULTIMATE DEVELOPMENT CROSS F.I.S. DISCHARGE DISCHARGE SECTION CFS CFS 15350 11000 16100* 16480 11000 16300* 17600 11800 16000* 18514 11800 16000* 0.1 11800 16500* 0.5 11800 16100* 22600 11800 16000* 5.0 11800 15500* 25820 11900 14500* 27050 10500 11300* TRIBUTARY NO. 1 0.0 --- 1500 3.0 --- 1445 7.0 --- 1360 TRIBUTARY NO. 3 1.0 --- 600 1.7 --- 565 3.0 --- 550 *Per Anderson Engineers' preliminary Drainage Master Plan for City of Coppell (Grapevine Creek only). 10 TABLE 2 COMPARISON OF 100-YEAR WATER SURFACE ELEVATIONS GRAPEVINE CRF. EK ANDERSON ENG. & NDMCE PROPOSED STREAM EXISTING F.I.S. MODEL NDMCE REVSD. EXISTING F.I.S MODEL CROSS F.I.S. MODEL ' SECTION WITHOU~ WITR WITHOU~ WITH WITHOIF[ WITH ENCR'MENT ENCR'MENT ENCR'MENT ENCR'MENT ENCR'MENT ENCR'MENT 18514 ...... 464.18 465.16 464.18 465.16 18515 ...... 464.18 465.16 464.18 465.16 MOORE ROAD 18565 464.47 465.40 464.47 465.16 18566 46~8 46~]~6 464.47 465.40 464.47 465.40 18600 ...... 466.06 467.05 466.06 467.05 18615 466.09 467.12 466.09 467.12 18650 46~9 46~0 466.09 467.12 466.09 467.12 0.1 ...... 467.70 468.75 467.70 468.75 0.2 ...... 468.57 469,60 468.57 469.60 0.3 470.47 471,40 470.47 471.40 20540 47~8 47~5 471.47 472,29 471.47 472.29 0.5 ...... 472.21 47291 472.21 472.91 0.6 ...... 471.87 474,58 471.87 474.58 21690 ...... 474.13 477,34 474.13 477.34 1.0 477.01 477,38 476.99 477.38 22600 47~3 47~0 477.97 478,39 477.97 478.40 2.0 ...... 480.04 480,60 480.18 480.62 23900 ...... 482.51 482,90 482.51 482.80 3.0 ...... 483.10 483.39 483.11 483.32 4.0 ...... 483.95 484.23 483.91 484.16 5.0 ...... 484.53 484.79 484.58 484.75 24930 ...... 485.16 485.43 485.16 485.37 6.0 ...... 485.16 485.43 485.16 485.37 25085 ...... 485.16 485.43 485.16 485.37 25135 ...... 485.91 485.77 485.41 485.37 25185 ...... 486.55 486.54 485.98 486.17 25235 ...... 487.03 487.42 486.53 486.94 25280 ...... 487.35 487.88 486.85 487.43 25325 ...... 487.57 488.10 487.07 487.66 25375 487.63 488.15 487.14 487.72 25385 48~3 48~2 25421 ...... 48~2 48~2 48~4 48~0 25422 --- 487.82 488.32 487.32 487.90 25470 48}]~4 488.19 ............ DENTON TAP ROAD 25500 488.05 488.73 25542 ...... 48}]~4 48~]~4 48}]~6 48}]~3 11 TABLE 3 COMPARISON OF 100-YEAR CHANNEL VELOCITIES FLOODWAY MODELS GRAPEVINE CBRRK WATER SURFACE ELEVATIONS CHANNEL VELOCITIES (PT/SEC) STREAM CROSS REVISED PROPOSED REVISED PROPOSED SECTION EXISTING CONDITIONS EXISTING CONDITIONS 18514 464.16 464.16 10.34 10.34 18515 465.16 465.16 10.86 10.86 MOORE ROAD 18565 465.40 465.40 10.45 10.45 18566 465.40 465.40 10.68 10.68 18600 467.05 467.05 6.14 6.14 18615 467.12 467.12 5.97 5.97 18650 467.12 467.12 10.19 10.19 0.1 468.75 468.75 7.39 7.39 0.2 469.60 469.60 9.46 9.46 0.3 471.40 471.40 7.59 7.59 20540 472.29 472.29 6.17 6.17 0.5 472.91 472.91 4.78 4.78 0.6 474.58 474.58 11.11 11.11 21690 477.34 477.34 12.36 12.36 1.0 477.38 477.38 9,62 9.62 22600 478.39 478.40 11.64 11.60 2.0 480.60 480.62 10.03 9.76 23900 482.90 482.80 5.78 5.83 3.0 483.39 483.32 6.65 6.64 4.0 484.23 484.16 8.04 8.10 5.0 484.79 484.75 7.37 7.32 24930 485.43 485.37 6.86 6.89 6.0 485.43 485.37 8.91 8.90 25085 485.43 485.37 14.82 13.24 25135 485.77 485.37 11.90 11.88 25185 486.54 486.17 10.85 10.80 25235 487.42 487.94 8.10 8.33 25280 487.88 487.43 6.42 6.59 25325 488.10 487.66 5.53 5.68 25375 488.15 487.72 5.46 5.60 25421 488.32 487.90 4.66 4.77 25422 488.32 487.90 4.85 4.97 DENTON TAP ROAD 25542 I 488.34 I 487.93 I 5.00 I 5.13 12 TABLE 4 RECOHMENDED LOWEST FLOOR ELEVATIONS GRAPEVINE CREEK STREAM WATER SURFACE ELEVATION* RECOHNENDED LOWEST CROSS PROPOSED MODEL PROPOSED MODEL FLOOR SECTION FOR 100-YEAR FOR 100-YEAR ELEVATION F.I.S. DISCHARGES ULTIMATE DISCHARGES 18514 464.16 465.82 --- 18515 465.16 465.82 ''' MOORE ROAD 18565 465.40 466.16 --- 18566 465.40 466.16 --- 18600 467.05 468.45 --- 18615 467.12 468.47 --- 18650 467.12 468.47 --- 0.1 468.75 469.23 --- 0.2 469.60 470.15 --- 0.3 471.40 471.77 --- 20540 472.29 472.85 --- 0.5 472.91 473.74 --- 0.6 474.58 473.74 475.49** 21690 477.34 475.49 477.58** 1.0 477.38 678.50 479.90** 22600 478.39 679.70 481.33-* 2.0 480.60 681.81 483.47** 23900 482.90 684.66 485 46 3.0 483.39 485.01 486 01 4.0 484.23 '485.76 487 06** 5.0 484.79 486.69 487 69 24930 485.43 487.18 488 18 6.0 485.43 487.18 488 18 25085 485.43 487.18 488 67** 25135 485.77 487.18 48895** 25185 486.54 487.59 48916** 25235 487.42 488.20 489 32** 25280 487.88 488.54 489 54 25325 488.10 488.82 489 82 25375 488.15 488.91 48991 25421 488.32 489.16 49016 25422 488.32 489.15 490.16 DENTON TAP ROAD 25542 I 488.34 I 489.20 1490.58 *Starting water surfaces obtained from Anderson Engineers for City of Coppell Drainage Master Plan. **Equal to the energy grade line elevation for ultimate 100-year discharge. 13 TABLE $ SUMMARY OF 100-YEAR IqATER SURFACE ELEVATIONS TRIBUTARIES 1 AND 3 I ~oo-Y~at I GRAPEVINE CREEK BACKIJATERELEVATION I a~CO~I~'~DED C~OSS I ~AT~ I I ~INI~'~ [ SURFACE [ lOO-~ I lOO-Yr_.~ I ~ST ~R SECTION [ E~ATION* [ F.I.S. Q (~D~AY) [ ~TI~TE Q [ E~ATION TRIB~Y NO. 1 0.0 [ ~81.90 [ 484.60 ] ~87.42~ [ ~87.~2 0.1 [ 481.90 [ 484.60 [ 487.42 [ 487.42 3 - 10' X 6' BOX ~V~TS 1.9 483.67 484.60 487.42 487.42 2.0 483.81 484.60 487.42 487.42 3.0 484.53 484.60 487.42 487.42 4.0 487.86 484.60 487.42 489.86 5.0 491.71 484.60 487.42 493.71 6.0 493.91 484.60 487.42 495.91 7.0 498.42 484.60 487.42 501.78'** TRIBUTARY NO. 3 1.0 [ 475.n ~ 477.95 ~ 48o.7o** ~ 480.70 z.3 ~ 475.n ~ 477.95 ~ 480.70 [ 480.70 2 - 8' X 4' BOX CULVERTS 1.7 477.31 477.95 480.70 480.70 2.0 477.50 477.95 480.70 480.70 3.0 477.52 477.95 480.70 480.70 4.0 477.91 477.95 480.70 480.70 *Assumes 10-year startEng water surface on Grapevine Creek. **Based on ener~ grade l~ne on Crapev~ne Creek. ***Recommended lowest floor elevation is 2 feet h~gher t~han enersy grade 1Ene at th~s section. 14 ~] / " CREEK VIEW ADDITION .~. NATHAN 'D. MA!ER CONSULTINe I N'O I N~ I' III, ~ 46~16 D.S. FAC[ OF MOORE ROAD BRIDGE ~. " GRAPE% INt ' CREEK ~'~ooo.oo ~bso.oo t'too.oo tltso.oo ~oo.oo t~ .oo t~oo.oo t~5o.oo thoo.oo t~5o.oo t~oo.oo t~so.oo tkoo.oo tkso.oo t~oo.oo t~so.oo t~oo.oo tk5o.oo t~oo.oo t~so.oo SECTION t8515 ~ ' ~V~ ~EEK ~t,)oo.~ tb~.~ tkoo.oo t~so.~ ~oo.oo t~so.oo t~.oo t~so.oo ~o.~ ~so.oo t~oo.oo t~so.oo tkoo.oo tkso.oo ~oo.oo t~so.~ t~.oo ~bso.oo t~oo.oo t~so.oo I~-YE~ F~ FL~ ~ _. 8ECTZOH t8565 [X~T~ ~ ~D GRAPEVINE CREEK CROSS SECTIONS d COPP T , : NATHAN D. MAIER ENGINEERS e ti NON 3706062 ~ NOH NOH ~oo~ 8706 g ~ · FLOOOWA~ . · LIMITS o° 46~40 = ~r^pev IN[ CREEK SECTION t8566 FL~WA5 L~ITS ~CT~ 186 ! 5 , FL~A~ L~TS ~ ~C1~ 18600 ~7.OS 467.12 V~ ~EEK ~ ~l[: ~AIER ~f~ ELEVAT~~E~NI 't~.~ tbso.~ s~.oo t~so.oo t~oo.oo s~so.~ ~oo.oo t~so.~ s~o.~ ~so.~ t~oo.~ t~so.oo sloe.aa tlso.oo tSoo.oo sSso.oo 8EGTZON ~8600 8 1~15 EXGT~ ~ ~O ~T~ GRAPEVINE CREEK CflOSS SECTIONS NATHAN D. MAIER ENGINEERS ~OAttAS, t~XAS NOfl NOM ~ ~s NDM 37060624 trot 8706 I i F LOOD~,%'A~ LI.~UTS o 467.~2 °°- ~ GRAP[~'INE CREEK '~oo.oo ~iso.oo ~oo.oo s~so.oo ~oo.oo ~so.oo ~oo.oo ~h~o.oo ~oo.oo ~so.oo ~oo.oo s~so.oo ~oo.oo s~so.oo ~ioo.oo s~o.oo ~oo.oo ~5o.oo 2~oo.oo ~bso.oo ~ioo.oo ~[5o.oo ~oo.oo ~o.oo ~o.oo ~so.oo SECTION 18650 EXBT~ ~ ~D ~T~ · .~ ~.oo ~bo.H zbo.oo ~bo.oo ~bo.oo ~bo.oo 3bO.OD 4bo.oD 4bO.OD sbo.oo sbo.oo sbo.N sbo.oo ~bo.oo ~bo.oo SECTION 0.~ GRAPEVINE CREEK CROSS SECTIONS CREEK VJ~ A~2~AI~ON COPP~I I . NATHAN D. NA[ER ENGINEERS DALi AS. IFXAS ~ ~e NON 370606 I RA~EVINE GR^~EVINt CREEl . CREEK ~.OO 5b.O0 :bO.OO L~O.OO 2bO .OO 2bO .O0 3bO.OO 3bo .00 4bo.oo 4bo.aa 5bo.oo sba.aa 6bo.oo sbo.oo 7bo.oo 7bo.oo abe.aa abe.au ~o.oo 5b.oo Lbo.oo L~o.oo ~bo.oo zbo.oo ~.oo 350.00 400.00 4so.oo soo.aa sbo.oo 6bo.au sbo.oo 'SECTZON 0.2 8ECTZON 0.3 . FL~WA5 LIMITS , [L~A~ LIMITS $ECTI0N ~0540 8ECTI0N ~TE: WAIER ~FA~ ELEVAI~~E~NI GRAPEVINE CREEK CROSS SECTIONS COPPPH . NATHAN D. MATER ENG[NEERS ~ALI AS, I FXAS NDH NOR ~ ~s NOR 370606~ tfl7 8706 ~ _ FLOODWAY LIMITS . ~ · FLOODWA~ ~ ~ 474.34 ~' GRAI~VI~ mEEK ~' ~V~ mEEK ~ .00 5b.00 ~b0.00 ~b0.00 ~b0.00 2b0.00 3b0.00 3~0.00 4b0.00 4b0.00 Sb0 .~ S~0.00 ih0.00 'L000.00 Lb50.~ L~00.00 ~50.00 ~00.00 L~50.00 ~00.00 ~S0.00 ~%00.00 ~S0.00 ~00.00 L~50.00 Lk00.00 ~kS0.00 SECTZON 0.6 S[CTZOH 2~690 '. ~.oo sb.oo ~bo.oo ~o.oo ~bo.oo ~o.oo ~bo.oo 3~o.oo 4bo.oo ,~o.oo ~It: WAIER ~FA~ ELEVAI~ lx~T~ A~ ~O ~i~ ~ALI: GRAPEVINE CREEK CROSS SECTIONs I .NATHAN D. DALLAS. I ~A~ DATE NDM NDM OCT ~l NDM 370b06~ 7 t907 8706 I C_J~APEVINE ~EEK . ~ ~z~oo.~ ~bso.oo ~oo.oo l~so.oo x~oo.oo ~so.oo x~oo.oo ~so.~ ~oo.oo x~so.oo ~oo.oo x~so.oo ~oo.oo xbso,oo ~oo.oo ~so.oo xboo.oo xbso.oo ~oo.oo ~so.oo ~oo.oo SECT]ON 22600 NC)TI: WAI[~ SI~fM~ ~ ~T~ ~[: ~!'-!~' V:1'-1~ GRAPEVINE CREEK CROSS SECTIONS CREEK V[F~ ADDZ'IZON COPP~I L, '[FXAS NATHAN D. HAZER ENGINEERS OAI ~S, IFXAS ~ ~s NON ~70606~ o ! . · FL OODVVA'~ LIMITS · ' 2.0 $[¢1ION 23900 ~-- P~OPOS~D flL LIMI! ~t[: WATEI ~ ILIVAI~ ~ffiE~Nl ~0 ~T~ ~. . N ~EEK ~L[: R1'-1~' V:1'-I0' ~ GRAPEVINE CREEK CROSS SECTIONS ~'" ~." ~-" '~.' =~." ~-' ~-" ~-- ~-- ,~.- ~-- CRFEK VIF~ ADDITION SECTZON 3.0 COPPEL~, TFXAS NATHAN D. NA[ER ENGINEERS I ' DALLAS, TFXAS I NDH NDH ~ ~ NDH 170606~ ~ till 8706 ~ f LOOOWA~ LI/vIITS , ~ LI/vllT . sb.oo ~bo.oo ~0.00 ~bo.oo ~0.00 abo.oo a~o.oo 4~0.00 4~0.00 5bo.oo 5~0.00 ~bo.oo ~0.00 tbo.oo ~.00 Sb.00 ~b0.00 ~o.00 ~b0.00 ~0.00 3~o.00 3~0.00 4bo.oo ~o.oo s~o.oo s~o.oo SECT[ON 4.0 SECT[ON 5.0 . fL~WA~ t~T$ · ~ , rL~WA~ L~TS ~ ~ ~SID FtL L~T S~GTXON 24930 SECTXON 6.0 ~II: WAIER ~fA~ I~AL[: ~ 1'- I ~' V: I'- I O' I , ~RAPEV~NE CREEK C~0SS SECT~0NS COPPEI L. NaTHan D. ma~E~ EN~NEE~S 0~816N ~ OA~ ICA~ ~TEI FI~ NO~ NDH ~t ze flDfl ~706062 10 ! q ~- ~' ~' HOOO~A~ , ,-"-'-' PROPOSI:D FILL LIMI1 ~ ' LIMITS " PROPOSED FILL .EIMI1 °° - } · FIOODWA~, ~- PROPOSED FILL LIMII o° . g 4~.37 g j ~. PROPOS[ D [ \CAVATION ~' PROPOSED E \CAVATION ~ ~. ,/~,.-~- PROPOSE IJ [ XCAVATION 4- ~C, RAPEVIN[ CREEK ~. -,,-'.GR. APEVINE CREEK ~- --------C~RAP[Vff%/[ CREEK ~4oo.0o ~iso.oo f$oo.oo s~o.oo /~oo.oo x~so.oo t~oo.oo t~so.oo sioo.oo ~b~o.oo ~ 8ECTZON 25085 ~'t3oo.oo t~5o.oo ~oo.oo t~so.oo t~soo.oo t~sso.oo tboo.oo Lbso.oo t¥oo.oo ~5o.oo ~boo.oo tb5o.oo ~'$oo.o0 ~so.oo ~boo.oo ~b5o.oo t~oo.oo ~5o.oo ~oo.oo ~5o.oo 1~oo.oo ~5o.oo SECTZON 25~35 SECTZON 25t85 g PROPOSED FILL LIMIT- ~- FtOOOW^~' ~. EtOOOW^~ · LIMITS · LIMITS 486.94 8 6[CTION ZSZ3$ ~.~ ,~.oo ~o.o~ L$~O.N ~i0O.H ~i~O.OQ ~0.~0 Xt~O.00 ~.~ *~.00 ~0.~ t$~O.N ~0~.00 Lk~O.~ &~O0.00 ~.00 6ECTION ~80 8~CTION IgC)IL: WATER SL.Et~AC~ ELEVAIlOI~IS B[PKE~N1 I04)-YEA/, FJ.S. FLC)C~OM/~ ~ SC, ALE: I'l:I',, 100' V:l'mlO' 6RAPEVTNE CREEK CROSS SECTTONS CREEK VIEW ADDITION COPPi-LI , IFXAS NATHAN D. MAIER ENGINEERS DALI AS. 'IFXAS NOR NDH OCT ~,1 : NOR v~,; I 8706 9706062 1 1 ~ ,, f L OOD~^'~ lIMITS E , Ft~D~A5 LIMIIS ., SECTION 25375 SECTION 25421 SECTION 25422 ~7.93 ~3. [~ ~ ~I~ I~ RO~ ~ffi NOT[: WAE[R SL,IRICAC~. [LEVAT _IC~I~_I~PRESEN1 100-YEAR F~. FL~AY ~ ~D ~T~ GRAPEVZNE CREEK CROSS SECTZONS CREEK V~EW ADDITION co,, NATHAN D. MAIER ENGINEERS DALLAS, ~VXAS NDH NDR ~ ze NDH 3706062 12 ! I I 520__1111 II II II II II II II II II II IIII IIII II II IIII II II IIII II II IIII II II IIII II II 11 II II II II II IIII IIII IIII II II II II IIII IIII III1__`.520 I 510 ~o - 510 ~ - 5oo I ~oo I, P~OUECT ,;M~TS .i i - Z ._. ~- 480 ~..,-:.,,~, ._../ , , I Z .-~' ~ 50 YEAR --LEVATION I /~,1//^,% _ z i .. I ,~^' I I c~ ~.:' · ~o0 ,--~n - 480 -- ~//A' ~ ~r~ _ - ~ _ ,~ ,,,..~ ~ o - _ O~ 0 ~ -- -- C O -- ---- ~ C:; O -- _ CREEK VIEW ADDITION - - C0PPELL, TEXAS - - NATHAN D. MAIER I 4.,.~0 -IIII IIII IIII .1111 IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII !111 IIII IIII II II IIII IIII IIII I111-4-,.~0 180 190 200 210 220 2..~0 24-0 250 260 270 280 290 ~e~ ~,,,,,~ z~z ~,~ ~. ,~.~z DISTANGF' IN FT/IO0 NDM "~'"'"'" ~7-o~-o~2 13 I ! o j (,.EASEMENT g ~ o~FLOW AREA / .INEFFECTIVE FLOW AREA..~ ! / · ~- .FLOW AREA / 487.42 4 : --' 87.4 :/ .._t_' g BETHEL aOAV o PnOP. BETHEL ffOflV.' X 0.00 5b.O0 LbO.O0 t~O.OO 2bO.O0 2~0.00 O.O0 5b.O0 tOO.G0 x50.O0 200.00 2~0.00 ~0.00 5b.O0 thO.GO t~O.O0 2bO.O0 2~0.00 '0.00 S~.O0 XO0.O0 t~O .GO 2hO.G0 2~O.OO 3bO.O0 3~O.O0 SECTION O. SECTXON 0.$ SECTXON 2.9 * SECTION : ~ ~ ~ PROPOSED FLOODWAY EASEMENT ~ :- .' PROPOSED FLOODWAY EASEMENT g PROPOSED FLOODWAY EASEMENT g ' ' 484.60 " ~' ~- 4~.9 i ~o. OD so. OD tho. OD t so. OD ~. OD ~so. OD 300. OD 3~o. OD ~o, OD 5b. oD tho. OD t~o. OD ~bo. OD ~o. OD ~. OD sb. OD tho. OD t~o. OD ~bo. OD ~o.oo 3bo. OD 3~o. OD ~o. OD 5b. OD t~o. oD t~o. OD ~bo. OD ~o. OD 3~o. OD S~CTION 3. 5~CTION 4. S~CTXON 5. S~CTION 6. NOTES: / II ~'00 sb.oo lb0.00SECTiONI~0.007. ,b0.00 2~0.00 ab0.00 SCALE: RiVeD mVE~ER 10, 1987 t 1~100' HOR. TRIBUTARY ~ T0 GRAPEVINE CREEK I 1"= 10' VERT. CREEK VIEW ADDITION COPPELL, TEXAS NATHAN D. HA~ER ENGINEERS DALLAS. TEXAS I DESZ~ O~ DATE SCALE NOTES FILE NON NON AUG 5 NON toe1 8706 3706062 14 l ! 54O 540 530 530 520 520 510 510 500 500 Z o 490 490 0 4.~0 4~0 470 470 24 26 28 REVISED NOVEJVtBER 10, 1987 4-60 ¢5O TR I BUTARY I TO GRAPEVI NE CR. CREEK VIEW ADDITION COPPELL, TEXAS NATHAN D. MAI ER NDM '"" .... 87-oo-oo~ 15 46O 450 0 2 4 6 8 10 12 14 16 18 20 22 DISTANCE IN FT/IO0 PROPOSED 48010 V__ . FLOW AREA "~ INEFFECTIVE FLOW AREA EASEMENT · ~ INEFFECTIVE 477.95 . Sb.00 7b.O0 tOO O0 ,125 O0 ~.'50.00 t~'5.00 2~10.00 225.00 2S0.00 275.00 300.00 325.00 350.00 375.00 400.00 425.00 4~0.00 SECTION 1. g -0.00 2~.oo 5b.oo 7~.oo 480.70 77.95 D.S. FACE OF PROPOSED BETHEL ROAD (2-8°x4' MBC) .00 t~5 o00ts0' .00 t~5.oo 2bo .Go 2~5.00 2~0.00 SECTION t.3 480.70 477.95 U.S. FACE OF PROPOSED BETHEL ROAD (2-8'x4' MBC.) g ED FLOODWAY EASEMENT ~-- ~' 477.95 o.oo 2~.oo' 5b.oo ?~.oo tbo.oo" t~s.oo t~50.00 tYs.oo :,bo.oo 2~s.oo 2~50.00 ';0.00 2~.00 '5b.'oo 7g.oo SECTION t.7 tbo.oo ,t~s.oo ,,~0.00 2.¥5.00 2bo.oo :4,5.00 £50.00 255.00 sbo.oo 3~5.00 3~so.oo 355.00 SECTION 2. PROPOSED FLOODWAY EASEMENT / PRO,PpSED FLOO~DWAY ~0'.00 2~.00" 5b.O0 7~.00 tbO.O0 t~S.O0 t~O.O0 ~5.00 2bO.O0 2~S.O0 2~0.00 ' 2~5.00 3bO,O0 ~0[ O0 2~ O0 5b O0 7~ O0 thO O0 ~S O0 1~000 t~5 O0 2bO O0 2~5 O0 2~0 O0 ~b O0 3bO.O0 SECTION 3. SECTION 4. NOTES: lOO YEAR F:i.S. BACKWATER ELEVATION IS 477.95 100 YEAR ULTIMATE DEVELOPMENT BACKWATER ELEVATION IS 480.70 REVIS[D NOV[MBER 10, 1987 i.SCA, LE: [TRIBUTARY 3 TO GRAPEVINE CREEK I ~.,. s.o HOR. t CREEK VIEW ADD'ITION I =10 VERT.' . C0PPE'LL, TEXAS I NATHAN D. MAIER ENGINEERS DALLAS, T. EXA$ , III f"°"1* "/,-, I ..I,,o,h , NDM NDIq Aus sNDM 70606 I Z 520 510 5OO 49O 470 ¢~0 0 /111 IIll IIII Illl IIII Illllllll IIII IIII IIII IIll IIII IIII IIII I111 III1 IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIII IIit IIIL _ _ ST.I'. & SM RAILROAD _- 530 1~ 2~ 3~ 400 500 600 7~ 520 510 5OO 141210 DIST~ IN RIVE3R MILES MAP SOURCE: CITY OF COPPELL AERIAL TOPOGRAPHIC MAPS - 1985 REVISED 10/27/87 D.L.J. revision date NATHAN D. MATER Np.v. CONSULTING ENGINEERS, INC. Three NorthPark 1 8800 N.Central Expwy. / Suite 300 Dallas, Texas 75231 / (214) 739-4741 1 I KLI-LAJVIA I iuiN rLAN CREEK VIEW ADDITION COPPELL, TEXAS design drawn scale date notes AUGUST N.D.M. 1 "" =200' 1987 Job no. 87-06.962 'I APPENDIX A EXISTING F.I.S. FLOODWAY MODEL 0 0 0 0 · 0 O · HEC2. RELEASE DATED NOV 76 UPDATED AU~1977 ERROR CORR - 01, 02 MODIFICAT[I~/ - ~0,51, 52°$3 C T1 GRAPEVINE CREEK COPPELL, DALLAS COUNTY, TEXAS T2 FLOODWAY DETERMINATION: NATURAL CHANNEL T3 GRAPEVINE CREEK 100 YR dt ICHECK INQ NINV IDIR STRT O. 2. O. O. 0.001300 J2 NPROF [PLOT PRFVS XSECV XSECH 1.000 O, 000 -1.000 0.000 0.000 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38.000 1.000 52.000 3.000 61. 22.000 28.000 54.000 0.000 38, 14.000 15.000 8.04:)0 36. 000 55. ! ! 100 YEAR HETRIC 0.00 FN 0.000 FREGUENCY HV I NS 0.0 ALLDC O. 000 0 0.000 000 4.000 26 000 53.000 000 '1.000 52.000 61.000 000 26.000 56.000 200.000 0.000 0.000 0.000 NC 0.060 0.060 0.055 0.100 0.300 GT 2.000 9700.000 9700. 000 0.000 0.000 ET 0.000 0.000 4.100 10050.000 12180.000 PROFILE SECTION A - SURVEY SECTION I 0.000 O. OCO 435.700 6100.000 434,200 11200.000 427.000 11313.000 433.100 11600.0C0 0.000 0.000 9~64.000 0.000 X1 2500,000 21.000 11278.000 11344.000 GR 449.700 5800.000 438.400 5900.000 OR 433.500 11000.000 433.800 11100.000 GR 422.200 11295.000 422.~00 11300.000 QR 433.500 11400.000 432.100 11500.000 GR 450.000 15300.000 0.000 0.000 ET 0.000 0.000 4.100 7850.000 Xl 4930.000 20,000 9500.000 9564.000 OR 449.700 5700.000 438.400 5800.000 GR 433.800 9000.000 433.700 9100.000 GR 435.800 9500.000 428. 500 9510.000 GR 435.700 9~64. 000 435.400 9576.000 NC' 0.000 0.000 0.025 0.000 ET 0.000 0.000 4.100 7850.000 2400.000 2430.000 435.700 6000.000 433.500 9200.000 425.200 9524.000 438,600 9586.000 0.000 0.000 9540.000 0,000 0.000 0.000 0.000 THIS 435.310 CHNIM 0.000' 435.100 433.600 428.100 435.000 0.000 O. OCO 2430.000 435.100 432.900 425.500 440.000 0.000 0.000 I 1 I I RUN EXECUTED 22 MAR 79 14:04:01 FO 0.000 ITRACE 0.000 0.000 27.000 21.000 4.000 13.000 0.000 0.000 0.000 0.000 0.000 0.000 7000.000 11278.000 11337.000 12000.000 O. OOO 0.000 0.000 7000.000 ~300.000 9536.000 11900.000 0.000 0.000 0.000 0.000 0.000 0.000 433.800 422.700 433.700 440.000 0.000 0.000 -0.200 434.400 43~.600 427.700 450.000 0.000 0.000 0.000 0.000 0.000 0.000 '9000.000 11291.000 11344.000 15000.000 0.000 0.000 0.000 8000.000 9400.000 9546.000 12250.000 0.000 0.000 PROFILE SECTION B - SURVEY SECTION LED BETTER ROAD X1 5030.000 27.000 9520.000 9540.000 100.000 100.000 BT 2.000 9~20.000 436.400 434.400 9540.000 436 600 OR 449.700 5700 000 430.400 5~00.000 435.700 600'3000 100.000 434.400 43~.1C0 0.000 0.000 7000.000 -0.100 0.000 433 ~oo 0.000 0.000 8~00 000 O. 000 ' 4. ZOJ 9~,~u. OC~J ~" ' ) Xl 5070.000 0.000 0.000 0.000 40.000 40.000 40.000 0.000 0.100 0.000 X~ 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 NC 0.000 0.000 O. OS~ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ET 0.000 0.000 4.100 7750.000 9564.000 0.000 0.000 0.000 0.000 O. 000 PROFILE SECTZON C - SURVEY SECTION 3 Xl 5150.000 20.000 9500. 000 9564.000 80.000 80.000 80.000 0.000 0.000 0.000 OR 449.700 5700.000 438. 400 5800.000 435.700 bO00. O00 435.100 7000.000 434.400 8000.000 OR 433.800 9000.000 433. 700 9100.000 433. 500 9200.000 ' 432.900 9300.000 432.600 9400.000 OR 435.800 9500.000 428.200 9510.000 425.200 9524.000 425.500 9536.000 427.700 9546.000 OR 435.700 9564.000 435.400 9576.000 438.600 9586.000 440.000 11900.000 450.000 12250.000 ET 0.000 0.000 4.100 1660.000 3019.000 0.000 0.000 0.000 0.000 0.000 PROFILE SECTION D - SURVEY SECTION 4 Xl 8950.000 47.000 2276. 000 2348.000 4000.000 3500.000 OR 449.800 1000.000 447.700 1010.000 447.500 1011'.000 OR 441.800 1065.000 440.200 1100.000 440.500 II19.000 OR 438.800 1189.000 438. 000 1200.000 438.100 1300.000 OR 437.500 1600.000 436.400 1700.000 437.100 1800.000 OR 438.100 2100.000 438. DO0 2200.000 439.200 2276.000 OR 428.600 2318.000 427.100 2323.000 428.200 2327.000 OR 439.200 2348.000 437. 500 2400.000 437.800 2500.000 OR 437.200 2800.000 437. 000 2900.000 436.300 3000.000 OR 438.000 3300.000 438.300 3400.000 438.600 3500.000 OR 445.700 3700.000 451.600 3800.000 0.000 0.000 ET 0.000 0.000 4.100 1250.000 2080.000 0.000 PROFILE SECTION E - SURVEY SECTION 3800.000 443.600 439.900 438.100 437.503 432.500 434.700 437.100 436.600 440.800 0.000 0.000 0.000 1040.000 1141.000 1400.000 1900.000 2309.000 2332.000 2600.000 3100.000 3&O0. O00 0.000 0.000 X1 11300.000 25.000 1986.000 2062.000 ~350.000 2330.0¢0 2350.000 0.000 OR 451.100 1000.000 441. 800 1030.000 440.000 1061.000 443.100 1096.000 OR 443.400 1119.000 439. 60~ 1151.000 441.600 1168' 000 441.300 1200.000 OR 441.800 1400.000 443.300 1500.000 444.700 1600.000 443.300 1700.000 OR '444.700 1900.000 .443. 900 1986. 000 437. 500 2000.000 435.000 2007.000 OR 438.100 2041.000 441.900 2062.000 442,400 2100.000 443.900 2131.000 GT 2.000 11000.000 11000. 000 0.000 ;0.000 0.000 0.000 0.000 ET 0.000 0.000 4.100 1600.000 2070.000 0.000 0.000 0.000 0.000 443.000 435.300 437.700 437.500 432.700 433.700 437,400 437.000 439.800 0.000 0.000 0.000 443.500 441.200 444.000 435.200 455.200 0.000 0,000 0.000 1051.000 1170.000 1500.000 2000.000 2314.000 2337,000 2700.000 3200.000 3636.000 0.000 0.000 0.000 1107.000 1300.000 1800.000 2019.000 2200.000 0.000 0.000 PROFILE SECTION F - SURVEY SECTION 6 X1 14170.000 28.000 1782. 000 1847.000 2700..000 2900.000 2870.000 0.000 0.000 0.000 OR 469.300 lO00. O00 463.600 1100.000 459.600 1200.000 456.200 1235.000 459.600 1304.000 OR 459.700 1309.000 457.500 1321.000 4~&.O00 1340.000 455.500 1380.000 455.000 1400.000 OR . 453.700 1432.000 4~4. 100 1444.000 454.000 1458 OOO 448.900 1489.000 451.400 1504.000 OR 451.100 1600.000 451.100 1700.000 450.200 1782.000 439.800 1800.000 440.400 1826.000 OR 450.400 1847.000 449. ~00 1900.000 450.300 2000.000 449.700 2100.000 449.000 2131.000 OR 458.000 2200.000 467.600 2300.000 477.100 ~400.0~0 0.000 0.000 0.000 0.000 NC 0.070 0.070 0.050 0.000 !0.000 0.000 0.000 .0.000 0.000 0.000 ET 0.000 0.000 4. 100 1500.000 1850.000 0.000 O. OOO 0.000 0.000 0.000 PROFILE SECTION 0 - SURVEY SECTION 7 15~50.000 36.000 1527.000 15~q 000 1200.000 1309. 0000 0 o0o 0.000 , .600 1588. 000 4~4. 700 14, 000 4~4. 100 00, 000 456. 700 1898. 000 4~6. 900 19 .000 457. 000 1919, 000 4~,6. 500 ~000. 000 4~. 200 2100. 000 461. ~00 2200. 000 q81. 100 2500. 000 O. 000 O. 000 O. 000 O. 000 O. 000 O. 000 4. 100 1125. 000 1272. 000 O. 000 PROFZLE S~CTZONN - SURVEY SECTZON 8 BELTLINE ROAD X1 15440.000 46.000 1125.000 1272.000 25.000 350.000 BT 2.000 1125.000 4&0.500 458.900 1272.000 460.500 GR 480.900 658.000 470.500 75S. 000 463.800 807.000 OR 461.000 879.000 459.700 897.000 459.600 943 000 OR 459.700 1000.000 460.500 1100.000 460.500 1125.000 OR 459.000 1136.000 459.000 1137.000 454.900 1137.000 GR 439.700 1177.000 459.000 1177.000 459.000 1179.000 GR 459.000 1222.000 459.000 1224.000 441.100 1224.000 OR 450.100 124S. 000 459.000 1248.000 459.000 1249.000 GR 457.400 1272.000 460.500 1272.000 460.500 1300.000 OR 460.200 1500.000 4&O. 800 1600. 000 462.500 1700.000 OR 469.100 2000.000 0.000 0.000 0.000 O. OO0 ET 0.000 0.000 4.100 1125.000 1272.000 0.000 · 1C0 1~00.000 453.600 I~B2. OC ~ .000 1941.000 4~5.200 1949.00~ 467.7~0 2300,000 474.000 2400.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 X1 X2 ET 90.000 459.000 463.500 459.500 457.200 450.000 439.700 4~1.600 450.100 460.~00 464.600 O. OCO O. OOO 15470.000 0.000 0.000 0.000 30.000 30.000 30.000 0.000 0.000 0.000 O. 000 0.000 0.000 1.000 0.000 0.000 4.100 1470.000 17S0.000 0.000 0.000 Xl 15520.000 18.000 15~7.000 1608.000 50.000 50.000 OR 4B0.900 1000.000 475.000 1100.000 470.500 1200.0C0 OR 458.300 1~71.000 46~.700 1295.000 462.700 1300.000 OR 453.600 1527.000 441.300 1560.000 441.800 1585.000 OR 460.000 2230.000 470.000 2400.000 475.000 2600.000 ET 0.000 0.000 4.100 1321.000 1450.000 0.000 ST. LOUIS SOUTHWESTEEN R.R. PROFILE SECTION I -- SURVEY SECTION 9 Xl 15600.000 40.000 1~21.000 1450.'000 BT 6.000 1321.000 . 46~.700 459.400 BT 1410.000 462.500 4~7,400 1423.000 OR 462.700 1000.000 462.600 1100.000 GR 455.000 1321.000 448.400 1333.000 OR 442.400 1349.000 457.400 1349.000 OR 457.400 1378.000 '457.400 1379.000 OR 446.000 1410.000 4~7.400 1410.000 OR 439.400 1423.000 459,400 1424.000 OR 459.400 1438.000 452.600 1438.000 OR 463.400 1600.000 463.800 1700.000 ET 0.000 0.000 4.100 1321.000 50.000 100,000 1333.000 462.600 462.200 459.400 462600 1200.000 459.400 1333.000 457.400 1350.000 442.300 137~.0~0 457.400 1411.0C0 449.000 1424.000 456.400 1450.000 464.200 1800.000 1450.000 O. OCO 50.000 463.800 460.500 455.600 0.000 0.000 00.000 459.400 1450.000 462.800 459.400 442.400 441.~00 445 000 4~2 600 461.700 464.800 0.000 X1 X2 ET 15610.000 0.000 0.000 0.000 10.000 10.000 10.000 0.000 0.000 0,000. 0.000 0.000 O. OOO 1.000 0.000 0.000 4.100 1470.000 2160,000 0.0~0 0.000 50.000 50000 470.500 1200.0¢0 441.700 1560000 0,000 0 ~CO 15660.000 12.000 1518,000 1579.000 480.900 1000.000 475.000 1100.000 455.200 1518.000 441.800 1534.000 50.000 463.800 455.000 0 000 0.000 0.000 829.000 979.000 1125.000 1145.000 1179.000 1230.000 1249.000 1400.000 1800.000 0.000 0.000 0.000 0.000 0.000 0.000 1249.000 1326.000 1608.000 0.000 0.000 0.000 1349.000 461.700 1300.000 1334.000 1350.000 139~.000 1411.000 1437.000 1450.000 1900.000 0.000 0,000 0.000 0.000 0.000 1249.000 1579.000 o ooo 0.000 0.000 462.700 459.800 454.900 442.200 441.100 446.400 456.~00 460.200 466.400 0.000 0.000 0.000 0.000 0.000 0.000 459.100 459.700 455.200 0.000 0.000 0.000 462. 700 459.400 462.700 .448.400 442.300 445.500 449.000 459.400 462.900 465.400 0.000 0.000 0.000 0.000 0.000 460.000 458.100 0 000 0.000 0.000 853.000 990.000 1136.000 1160.000 1222.000 1240.000 1270.000 1461.000 1900.000 0.000 0,000 0.000 O. O00 0.000 0.000 1258.000 1344.000 1700.000 0.000 0.000 0.000 457.400 0.000 1321.000 1334.000 1378.000 1400.000 1423.000 1437.000 1500.000 2000.000 0.000 0.000 0.000 0.000 0.000 1400.000 2200.000 0.000 X! 02 02 02 NC GT ET Xl 02 ET 11 OR QR ET 11 BT OR ET Xl 12 ET Xl OR ET I ...bF'Z~_ _]CTI... J - L .... kY 16480.000 24,000 1634.000 17 000 48~.500 1000.000 480. 400 1100.000 456.300 1SO0. O00 454. 900 1600.000 443.800 1700.000 457. 200 1722.000 456.100 2100.000 455. 300 2116.000 463. 500 2200.000 465. 000 2261.000 0.075 0.075 0.050 0,000 2.000 11S00.000 11S00.000 0.000 0.000 0.000 4.100 1270.000 900. 000 473. 900 457. 100 4~5. 900 465. 400 468. 600 O. 000 O. 000 1690. 000 17600.000 14.000 1535.000 1610.000 1160.000 480.000 950.000 470.000 980.000 460.000 457.500 1535.000 445.800 1561.000 445.000 439.600 1710.000 460.800 1820.000 461.500 0.000 0.000 4. 100 1600.000 1868.000 PROFILE SECTION K - SURVEY SECTION 11 I ! 100.000 1200.000 1634.0C0 1800.000 2146 000 2300.000 0.000 0.000 O. OCO 1000.000 1140.000 1572.000 1870.000 0.000 ~ .000 466.500 445.000 455,600 465.400 469,200 0.000 0,000 0.000 1120.000 459.000 446 000 471.400 0.000 0.000 1300.000' thCS. 000 1900.000 2151.000 2322.000 0.000 0.000 0.000 0.000 1410.000 1590.000 1900.000 0.000 0.000 458.700 44~.700 455.600 464.000 0.000 0.000 0.000 0.000 O. O00 438.700 459.500 0.000 0.000 ! I 0.000 1400.000 1683.000 2OO0.0OO 2170.000 0.000 0.000 0.000 0.000 0.000 1520.000 1610.000 0.000 0.000 18500,000 32.000 1805. 000 1868.000 1000.000 900.000 900.000 0.000 0.000 0.000 482.600 1100.000 478.300 1200.000 469.200 1300.000 465.200 1372.000 463.300 1376.000 467.300 1384.000 466.800 1400.000 466.500 1416 000 463 400 14~4.000 463.600 1500.000 462.300 1600.000 461. 600 1700.000 462.400 1805.000 447.500 1830.000 446.800 1841.000 448.100 1853.000 462.000 1868.000 462.300 1900.000 453.100 2000.000 467.300 2100.000 472.300 2133.000 473.200 21342000 472.700 2140.000 470.700 2157.000 475.600 2185.000 476.400 2200.000 477.000 ~250.000 478.200 2263.000 478.&C0 2~84.000 477.700 2300.000 476,200 2321.000 478,300 234q. 000 0.000 O. OCO 0.000 0.000 0.000 0.000 0.000 0.000 4. 100 1700.000 1820.000 0,000 O. OCO 0.,000 0.000 0.000 PROFILE SECTION L - SURVEY SECTION 12 18570.000 2.000 467.100 461.200 449.700 464.000 464.000 473.700 0.000 27.000 1700.000 1820.000 1700.000 467. 100 464.000 1400.000 466.300 1500.000 1705.000 45~.900 1731.000 1743.000 447. 700 1754.000 1782.000 455.700 1782.000 1820.000 467. 100 1820.000 2100.000 477.100 2200.000 0.000 4.100 1700.000 70.000 467.100 1600.000 1741.000 1769.000 1787.000 1900.000 O. OCO 0.000 30.000 0.000 0.000 50.000 1300.000 1416 000 1805.000 1900.000 2140000 2263.000 0.000 0,000 o. ooo o. ooo o. ooo o. ooo o. ooo. o. ooo o. ooo ~.lOOp I52O. OOO 18600.000 0.000 0.000 70.000 464.000 467.1C0 464.000 45.5.700 460.200 471.600 0.000 0.000 30.000 1.000 0.000 50.000 465.200 463.400 447.500 463.100 470.700 478.600 0.000 0.000 32.000 1805.000 1868.000 1100.000 478. 300. 1200.000 1384.000 466.800 1400.000 1600.000 461.600 1700.000 1853.000 462.000 1868.000 2133.000 473.~00 2134.000 2200.000 477.000 2250.000 2321.000 478.300 2349.000 0,000 4.100 . 1330.000 18650.000 482.600 467.300 46~.300 448.100 472.300 476.400 476.200 0.000 .0.000 0.000 1700.000 1741.000 1780.000 1802.000 2000,000 0,000 0.000 0.000 0.000 0.000 0.000 1372.000 1434.000 1830.000 2000.000 2157.000 2284.000 0.000 0.000 PROFILE SECTION M - SURVEY SECTION 13 HOORE ROAD 0.000° 0.000 464.000 464.000 464.000 462.200 473.900 0.000 0.000 0.100 0.000 0.000 0.700 463.300 463.600 446.800 467.300 475.600 477.700 0.000 0.000 70.000 1820.000 466.600 449.700 449.100 456.000 468.300 0.000 1820.000 30.000 0.000 19'35.000 50.000 46V. 2o0 466.500 46~.400 46~.300 472.700 478.200 0.000 1579.000 0.000 0.000 1700.000 1743.000 1780.000 1818.000 2078.000 0.000 0.000 0.000 0.000 0.000 0.000 1376.000 1500.000 1841,000 2100.000 2185.000 2300.000 0.000 0.000 OR OR NC ET 479.400 483.800 0.080 0.000 .' OOL 1452.__ ( 1691.000 480.400 17'' 000 1770.000 474.000 IG 000 1948.000 483.300 1961.000 o. oso 0.04 0.000 0.000 4.100 12 0.000 48i.000 47,0C0 479.600 t843.000 482.000 1982.000 0.000 0.000 1447.000 O. OCO 1.40' | 169. 'l lO0' 4~*.500 1750.000 481.000 1763.0( , .000 1900.000 483.200 1930.000 485.100 2000.000 O. O00 0.000 0.000 0.000 0.000' 0.000 O. OCO 0.000 0.000 0.000 ) Xl QR QR eR ET 11 OR OR ET 11 ET Xl X2 ET Xl NC GT ET PROFILE SECTION N - SURVEY SECTION 14 22600.000 16.000 1397.000 1447.000 1800.000 2060.000 2050.000 0.000 0.000 0.000 487.700 1000.000 485.20~) 1100.000 478.600 1200.000 474.300 1233.000 472.400 1300.000 473.000 1397.000 458.&00 1412. 000 459.000 1425.000 461. 500 1435.000 474.700 1447.000 475.600 1500.000 479.300 1600.000 485.100 1700.0C0 · 490.200 1800.000 497.300 1900.000 502.200 2000.000 0.000 0.000 0.000 0.000 O. OCO 0.000 0.000 0.000 '0.000 0.000 4.100 1878.000 2083.000 0.000 0.000 0.000 0.000 0.000 PROFILE SECTION 0 - SURVEY SECTION 15 25370.000 23.000 1900.000 1973.000 2100.000 2500.000 27/0.000 0.000 -0.100 0.000 509.200 1000.000 509.000 1100.000 507.600 1200.000 505. 400 1300.000 502.300 1400.000 498.600 1500.000 497. 500 1516. 000 492.700 1700.000 490.300 1800.000 489.300 1828. 000 481. 500 1865.000 479.700 1900. 000 469. 500 1945.000 469. 400 1952.000 470.100 1959.000 479.400 1973.000 484.400 2012.000 483.700 2100.000 485.900 2200.000 488.700 2300.000 491.100 2400.000 494.000 2500.000 497,300 2&O0. O00 0.000 0.000 0.000 0.000 O. 000 0.000 4.100 1700.000 1820.000 0.000 0.000 0.000 0.000 0.000 PROFILE 6ECTXON P - 6URVEY SECTION 16 25470.000 31.000 1700.000 1820.000 2.000 1700.000 487.000 485.000 497.900 1000.000 496.400 1100.000 489.600 1500.000 487.900 1600.000 485.000 1728.000 485.000 1732.000 4691000 1760.000 468.700 1773.000 485.000 1782.000 475.000 1782.000 486.900 1900.000 488.300 2000.000 495.400 2300.000 0.000' 0.000 0.000 0.000 4.100 1700.000 DENTON TAP ROAD 100.000 1820.000 495.200 487.000 472.900 469.100 '475.400 490.500 0.000 1820.000 25500.000 0.000 0.000 0.000 30.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.100 1850.000 2065.000 25~50.000 23.000 1900.000 1973.000 009.200 1000.000 509.000 1100.000 498.600 1500.000 497. 500 1516. 000 481. 500 1865.000. 479.700 1900.000 479.400 1973.000 484.400 2012.000 491.100 2400.000 494.000 2500.000 0.070 0.075 0.045 0.000 2.000 11900.000 11900. 000 0.000 0.000 0.000 4.100 1740.000 100.000 486 800 1200.000 1700.000 1732.000 1777.000 1796 000 2100.000 0.000 0.000 30. O. O. 000 000 000 50.000 ~07.600 492.700 469.500 483.700 497.3OO 0.000 0.000 1836.000 50. 1200. 1700. 1945. 2100. 2600. O. O. O. 000 000 000 OC'O 000 000 000 000 000 100.000 485.000 493.400 453 200 471.200 474.500 481.600 4~3.000 0.000 O. OCO 30.000 1.000 0.000 50.000 505.400 490.300 469.400 485.900 0.000 0.000 0.000 0.000 0.000 0.000 1300.000 1700.000 1744.000 1780.000 18~0.000 2200.000 0.000 0.000 0.000 0.000 0.000 0.000 1300.000 1800.000 1952.000 2200.000 0.000 0.000 0.000 .0.000 -0.100 0.000 491.800 473.700 471.[00 485.000 486.600 493.700 0.000 0.000 0.100 0.000 0.000 0.100 502.500 489.300 470.100 488.700 O. O00 O. O00 0.000 0.000 0.000 0.000 1400.000 1728.000 1753.000 1780.000 1820.000 2234.000 0.000 0.000 0.000 0.000 0.000 0.000 1400.000 1828.000 1959.000 2300.000 0.000 0.000 0.000 0.000 X1 OR PROFILE 8ECTI~4 G - SURVEY SECTION 17 26880.000 23.000 1750.000 1826.000 508.100 1000.000 508.400 1100.000 1250.000 508.100 1500.000 12013.009 1330.000 0.000 1300.000 0.000 0.000 1400.000 O65 2. 000 O. 000 o. o7o o. 045 ooo 1o5oo. 000 IO~O. 000 ooo o. 000 4. lOO 15s5. oOO PROFILE SECTION R - SURVEY SECTION I7A ; 1oo 0.000 0.000 2000. 000 ~oo I 0.0'~0 0.000 0.000 Xl 27400.000 32.000 1926. 000 1992.000 750.000 250.000 OR 509. 500 1000.000 506. 700 1100.000 ~03.000 1200.000 OR 495.100 1422.000 492. 300 1443.000 491.400 1500.000 OR 491.600 1713.000 492. 200 1731.000 492,000 1746.000 OR 493.200 1926.000 ' 476. 600 1955.000 474.600 1960.000 OR 477.700 197S. 000 479. 300 1988.000 4S7.400 1992.000 OR 499.100 2100.000 499. 000 2200.000 502.200 2300.000 OR 506. S00 2600.000 508. 400 2700.000 0.000 0,000 ET 0.000 0.000 4. 100 1615.000 2078.000 0.000 OCO .000 0.000 520.000 498.800 489.000 493.300 473.900 48~.2C0 504.800 0,000 0,000 ~0 0.000 0.000 0.000 0.000 1300.000 1600.000 1800.000 1965,000 2000.000 2400.000 0,000 0,000 10. O. 000 O. 000 O. 000 0.000 497.000 491.500 493.000 474.400 495.200 506,200 0.000 O. OOO ] O0r O. OC 0,000 0,000 0.000 1400.000 1700.000 1900.000 1970.000 2026.000 2500.000 0.000 0.000 X1 BT OR OR OR OR OR ET 27540. 2. 509. 494. 496. 484. 475. 481. 501. 506. O. PROFILE SECTION S - SURVEY SECTION 178 BETHEL ROAD 000 36.000 1950. 000 2078.000 140.000 140.000 000 1950.000 496. 800 495.000 2078.000 499,400 700 1000.000 506. 700 1100.000 503.000 1200.000 000 1500.000 492. 700 1600.000 492. 700 1700.0C~ 000 1900.000 49&, 400 1918,000 496,800 1950.000 300 1992.000 49&. 800 1992.000 496.800 1994.000 000 2020.000 475. 400 2027.000 480.900 2034.000 900 2036.000 498. 200 2063.000 498.500 2078,000 400 2200.000 502. 800 2300.000 504.300 2400.000 500 2700.000 O. 000 0.000 0,000 0.000 000 0.000 4. 100 1610. 000 2078.000 0,000 000 0.000 O. 000 0.000 30.000 30.000 OOO 0. OOO O. 000 O. OOO O. OOO 0. O00 000 0.000 4. 100 1560.000 1992.000 0,000 Xl X2 ET 27570. O. O. Xl OR OR OR OR NC ET 27620. 509. 495. 491. 493. 477. 499. 506. O. O. 000 32.000 1926. 000 1992.000 50.000 50.000 500 1000.000 506. 700 1100.000 503.000 1200.000 100 1422.000 .492. 300 1443.000 491.400 1500.000 600 1713.000 492. 200 1731.000 492.000 1746.000 200 1926.000 476.600 1955.000 474.600 1960.00b 700 1978.000 479. 300 1988.000 487.400 1992.000 100 2100.000 499. 000 2200.000 502.200 2300.000 SO0 2600.000 508. 400 2700.000 0.000 0.000 065 0.065 O. 045 0.000 0.000 0.000 000 0.000 4. 100 2100.000 2222.000 0.000 PROFILE SECTION T - ~URVEY SECTION 19 140.000 498.500 499.200 492.900 491.700 480.600 498 OOO 499.400 505.700 O. OCO 0.000 30. 000 1. 000 O. 000 50.000 498.800 489.000 493,300 473,900 489.200 ~04.800 0.000 O. OOO 0.000 0.000 0.000 1300.000 1731.000 1950.000 1994.000 2034.000 2078.000 ~500.000 [ 0.000 O. OOO 0,000 0,000 0,000 0.000 1300.000 1600.000 1800.000 1965.000 2000.000 2400.000 ~ O. O00 0.000 0.000 Xl 30130.000 20.000 2180. 000 2222.000 1600,000 2000.000 2510.000 0.000 OR 512.800 1500.000 513. OOO 1600.000 512,100 1700.000 510.000 1800.000 OR 501.800 2000.000 500. 800 . 2066.000 495,700 2100000 492400 2180.000 OR 483. 800 2207.000 484. 800 2212.000 502.000 ~J~-22.000 504.400 2300.000 OR 510.900 2500.000 ~11. 400 2600.000 512,200 2700.000 512.500 2800.000 ET 0.000 0.000 4. 100 2138.000 2263.000 O. OCO 0.000 0.000 0.000 0.000 496.100 493.900 486.100 477.800 498.000 500.200 506.800 0.000 0.000 0.200 0.000 0.000 1.600 497.000 491.300 493.000 474.400 .493.200 506.200 0.000 0,000 0.000 -0.100 506.300 484.000 507.100 513.100 0.000 0.000 0.000 1400.000 1800.000 1990.000 2002.000 2036.000' ~lOB. O00 2600.000 0.000 0.000 0.000 0.000 0,000 0.000 1400.000 1~00.000 1900.000 1970.000 2026.000 2500.000 0.000 0.000 0.000 0.000 1900.000 2200.000 2400.000 2900.000 0.000 PROFILE SECTION U - SURVEY SECTION 20 ST. LOUIS-SOUTHNESTEPN R.R. Xl X2 ET X1 02 02 OR ET X1 02 02 ET Xt BT OR GR GR ET Xl X2 ET 510. 400 ~10. 400 487.~:)0 487.100 510.400 510.400 513.700 515.100 0.000 1500. 2000. 000 513. 200 21 000 2153. 000 510. 400 21b-,. 000 2167. 000 494. tO0 2167. 000 2181. 000 491. 500 2181. 000 2195. 000 486. 800 2207. 000 2221. OhO 510. 400 2221. 000 2234. 000 510. 400 2235. 000 2249. 000 500. 200 2249. 000 2400. 000 514. 000 2500. 000 2900. 000 515. 400 3000. 000 O. 000 4. 100 2138. 000 30200.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.100 2095.000 30250.000 512.800 501.S00 483.800 510.900 0.000 31310.000 515.300 504.700 488.200 514.800 0.000 20.000 2180.000 2222.000 1500.000 513.000 1600.000 2000.000 ~00.800 2066.000 2207.000 484.800 2212.000 2500.000 511.400 2600.000 0.000 4.100 1690.000 19.000 1863.000 192~ 000 1000.000 515.300 1100.000 1600.000 504.700 1700.000 1869. 000 488.300 1876.000 2200. 000 515.800 2300.000 0.000 4.100 1795.000 PROFILE SECTION V - SURVEY SECTION 21 31480.000 2.00O 517.300 508. 500 495,200 488.700 491.100 511.100 517.100 0.000 33.000 1795.000 1915.000 1795.000 509.100 506.100 1000.000 516.700 1100.000 1500. 000 ~08.100 1600.000 1816.000 493.300 1826.000 1845.000 488.000 1849.000 1887.000 '494.600 1889.000 2000.000 513.100 2100.000 2500.000 517.100 2600.000 0,000 4.100 1795.000 31500.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.100 1630.000 PROFILE SECTION H - SURVEY SECTION 22 31550.000 515.300 504.700 488.200 514.800 0.065 oooo 19.000 1863.000 1920.000 1000.000 515.300 1100.000 1600.000 ' 504.700 1700.000 1869.000 488.300, 1876.000 2200.000 515.800 2300.000 O. ObO 0.045 0.100 0.000 4 100 15~ 000 513.300 502,000 492,500 487.2O0 510.400 510.400 494.500 507.200 514.400 515.600 2263.000 .3e. ooo 2o0 aae. OOo 5o .voo 2154. ooo 4..,.1oo ooo 51o. oo 2173. 491.5c0 2180.000 510.400 2194.0 0 10.4o0 , 4.000 0.400 22o7.00o 510. 400 220a. 000 4s . 222z000 487.100 22 .000 494. 00 2235.0 0 500.200 2248.000 510.400 2260.000 510.400 ~63.000 513,400 2600.000 514.500 2700.000 514.700 3100.000 O. OCO 0.000 0,000 0.000 0.000 0,000 0.000 10.000 0.000 2222.000 10.000 0.000 O. OOO 50.000 512.100 495,700 502.000 512,200 1920.000 50.000 1700.000 2100.000 2700.0C0 0.000 750.000 512.000 501.800 509.600 516.400 1915.000 1200.000 1766.000 1920.000 2400.000 0,000 COPPELL ROAD 170.000 1915.000 515.300 508.400 506.100 491.100 505.600 514.900 516.800 1915.000 170.000 509.100 1200.000 1700.000 1826 000 1884.000 1913.000 2200.000 2700.000 0,000 20.000 0.000 1920.000 20.000 0.000 0.000 50.000 512.000 501.800 ,509.600 516.400 0.300 1780000 50.000 1200.0C0 1766 OCO 1920.000 2400.000 0.000 10.000 1.000 0.000 50.000 510.000 492.400 504.400 512,500 O. OOO lObO, O00 507.500 497.300 511.400 516.800 0.000 170.000 506.1C0 512.900 509.100 506,100 506.100 505.~00 516.100 0.000 O. OOO 20.0C0 1.000 0.000 50.000 507.500 497.300 511.400 516.800 0.000 0.000 0.000 0.000 0,000 1800.000 2180.000 2SO0. O00 2800.000 0.000 0.000 1400.000 1800.000 2000.000 2500.000 0.000 0.000 0.000 1300.000 1795.000 1829.000 1884.000 1915.000 2300.000 0.000 0.000 0.000 0.000 0.000 0.000 1400.000 1800.000 2000.000 2500.000 0.000 o 00o 0.000 0.000 0.000 0.0o0 506.300 484.500 507.100 513.100 O. O00 -0.~00 50&.500 491.100 513. a00 0.000 0.000 0,000 O. O00 510.300 504.300 493.300 506.100 50~.100 51&.d,C)O O. O00 O. GO0 O. O00 O. O00 0.000 0.000 506.500 491,100 513. a00 0.000 0.000 0 ~,*,0 2153.00 2166.000 2180.000 2195.000 2208.000 2234.000 2248,.000 2263.000 2800.000 0.000 0.000 0.000 0.000 0.000 0.000 1900.000 2200.000 2400.000 2900.000 0.000 0.000 1500.000 1863.000 2100.000 0.000 0.000 0.000 0.000 1400.000 1797.000 1829.000 1887.000 1915.000 ~400.000' 0.000 O. O00 0.000 0.000 0.000 0,000 1500.000 1863.000 2100.000 0.000 0,000 O, O00 I ItlJI ALt. ! Xl 34] . 000 QR ~18. 9043 ~R ~18.3O0 GR ~00. ~00 QR 5~3..70O QR ~23. SO0 QT 2. 000 ET O, 000 i I 1 1500. 000 517. 700 1608. 000 507. 90O 2000. 000 ~15. 800 2500. 000 ~2~. 200 11200. 000 11200. 000 O. 000 4. 100 16' 000 11~..000 1547. 000 1629. 000 2100. 000 2600. 000 O. 000 2050. 000 I I ~L~)O. 000 ~19. ~ ~0~. 90O ~08. 100 518. 600 O. OOO O. 000 2:350. 000 ! ! ! . .O0. OCO 31 000 t~O0.000 5, .300 1586.000 500.200 1700.00~ 510.300' 2~)0.000 521.000 0.000 0.000 O. OOO 0.000 O. OOO 0.000 ! 0.000 1300.000 1596.000 IE00.000 2300.000 0.000 0.000 0.000 I 0.000 519.300 499.000 512.900 522.700 0.000 0.000 0.000 ! I O. OCk 1400.000 1606,000 1900.000 2400.000 0.000 0.000 0.000 PROFILE SECTION V - SURVEY SECTION 24 Xl 37100.000 25.000 2227.000 2238.000 1250.000 1650.000 2370.000 0.000 0.000 0.000 GR 521.600 1700.000 521. 500 1730.000 521.400 1760.000 ' 521.300 1800.000 521.900 1865.000 OR 522.200 1889.000 521. 500 1900.000 519.300 ~1)00.000 515.900 2100.000 510.400 2227.000 OR 506.900 2229.000 506. 300 2236.000 506.700 2238.000 512.600 2300.000 517.900 2352. 000 OR 519.100 2400.000 521. 000 2500.000 522.000 2600.000 520. 400 2700.000 520.200 2800. 000 GR 521.500 2900.000 522.200 3000.000 523.400 3100.000 524.000 3200.000 523.~00 3300.000 ET 0.000 0.000 4. 100 2525.000 ~25.000 0.0O0 0.000 0.000 0.000 0.000 Xt OR OR OR ET 138200.000 546,000 515.000 526.000 0,000 180' DS. 14. BOUND I.H. 635 13.000 2750.000 500.000 529.000 2750.000 511.000 3650.000 530.000 0.000 4.100 2775,000 975.000 2760.000 4850.000 2660.000 Xl X3 OR OR OR SB ET 3/]380.000 10.000 559.400 514.000 524.700 1.050 0.000 DS FACE 14 BOUND I.H. 635 15.000 2740.000 0.000 O. 000 0.000 ~48. 500 2740.000 511.000 2890.000 521.200 1.200 2. 500 0.000 4.100' 2784.000 0.000 300.000 2752.000 3800.000 0.000 · 2660.000 U.S. FACE 14. BOUND IH 635 1150.000 525.000 515.000 532.000 3500,000 180.000 0.000 531. 500 511.000 521.200 105.000 3400.000 lO00. OCO 1425.000 2775.000 550O. 000 O. OCO 180.000 0.000 1400.000 2772.000 4200.000 4.000 0..000 1100.000 523.000 515.000 0.000 0.000 180.000 0.000 525.800 514.000 526.000 3920.000 0.0C0 0.000 2400.000 2950.000 0.000 0.000 0.000 514.400 2630.000 2784.000 5400.000 7.500 0.000 -0.200 515.000 522.000 0.000 0.000 0.400 514.400 515.000 515.000 534.300 511.000 0.000 Xl 38420.000 0.000 O. 000 0.000 40.000 40.000 40.000 0.000 0.100 X2 0.000 0.000 1.000 528.700 532. S00 0.000 0.000 0.000 0.000 X3 10.000 0.000 O. 000 0.000 0.000 0.000 0.000 1514.500 514.500 BT 6,000 0.000 ~59. 500 0.000 ~00.000 556.500 0.000 1400.000 539.500 BT 38~0.000 529.200 0.000 4200.000 529.200 O. O00 5500.0¢0 534.300 O. O00 ET 0.000 0.000 4.100 2670.000 2S70.000 O. OOO 0.000 0.000 0.000 Xl ET 38500.000 0.000 80.000 0.000 80.000 2870.000 VALLEY SECT BTt,~l BRID~E8 0.000 0.000 0.000 0.000 4.100 2670.000 0.000 0.000 FACE E BOUND l.H. 635 80.0C0 0.000 0.300 0.000 0.000 2580.000 3050.000 0. GO0 0.000 0.000 0.000 2670.000 2860.000 5500:000 511.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 38580.000 0.000 O. 000 0.000 80.000 80.000 80.000 0.000 0.400 0.000 10.000 0.000 0.000 0.000 0.000 0.0¢0 0.000 515.200 515.200 0.000 1.050 1.200 2. 500 0.000 105.000 4 0¢0 3~20,©~0 7.500 512 ~(,0 512.200 Xt X2 X3 lit liT ET Xl ET X1 OR GT ET Xl OR ET X1 ET Xt lit ET ! ! I I 1 I 38620.000 0.000 · 0.000 000 40.000 40.000 000 O. 000 O. 100 O. OOC 0.000 0.000 l. O00 528. 700 532.800 0.000 0.000 0.000 0.000 0.000 '10.000 0.000 0.000 0.000 0.000 0.000 0.000 515.300 515,300 0.000 6.000 0.000 559.~00 0.000 300.000 556.500 0.000 1400.000 539.500 0.000 3S00.000 529.200 0.000 4200. 000 529. 200 0.000 5500. 000 534. 300 O. 000 O. 000 0.000 0.000 4.100 2675.000 2S65.000 0.000 0.000 0.000 0.000 0.000 50' US E BOUND I.H. 635 38670.000 0.000 0.000 0.000 50.000 50.000 50.000 0.000 0.100 0.000 0.000 4.100 1592.000 1995.000 0.000 0.000 0.000 0.000 PROFILE SECTION Z -- SURVEY SECTION 25 23.000 1713.000 1726.000 25.000 750.000 1000.000 526.300 1100.000 526.200 1200.000 1500.000 519.500 1600.000 519.300 1700,000 1723.000 518.800 1726.000 521.400 1800.000 2100.000 526,000 2200.000 526.400 2300.000 2600.000 528.000 2700.000 52S. 600 2800.000 7900.000 7900.000 7900. 000 9900.000 0.000 0.000 4.100 2010.000 2610.000 O. OCO 39720.000 526.500 525.700 517.000 524.400 527.300 4.000 0.000 16.000 2536.000 2552.000 1300.000 1600.000 430.000 527.500 I000.000 528.200 1740.000 2536.000 519.400 2542.000 519.400 2546 000 2754.000 526.000 2759.000 528.000 2781.000 3444.000 0.000 0.000 0.000 0,000 0.000 4.100 1435.000 1945.000 0.000 100' DS RADIO RD 1050.000 525.900 519.000 522.400 526.700 O. OCO 0.000 0.000 1460.000 323.000 521.200 529.000 0,000 0,000 41180.000 532.000 521.200 525.000 530.500 0.000 0,000 1300.000 1713.000 1900.000 2400.000 0.000 0.000 0.000 0.000 2264.000 2552.000 2944.000 0.000 0.000 0.000 525.700 517.100 522. 500 526.900 0.000 0.000 0.000 0.000 523.000 522.000 530.000 0.000 0.000 0.000 0.000, 0.000 1400.000 1715.000 2000.000 2500.000 0.000 0.000 0.000 0.000 2420.000 2612.000 3096.000 0.000 0.000 41900.000 29.000 1791.000 1810.000 770.000 770.000 770.000 0.000 O. tO0 0.000 540. 000 0.000 539.000 lO0. O00 538. 000 200.000 537. OOO 300. 000 536.000 400. 000 529.500 1000.000 029.400 1100.000 529.400 1200.000 5aS. 600 1300.000 529.400 1400.000 529. 400 1500.000 . 529.700 1600. 000 ' 527.900 1700.000 524. 500 1713.000 522.000 1791.000 521.700 1797.000 520.700 1800.000 521.700 1806.000 522.500 1810.000 025.800 1900.000 528.200 2000.000 529.700 2100.000 529.800 2200.0~0 530.200 2300.000 530.400 2400.000 530. 600 2500.000 530, li00 2600. 000 540. 000 3700. 000 500.000 4400. 000 O. 000 O. 000 0.000 0.000 4.100 1362.000 1970.000 0.000 . 0.000 0,000 O. 000 0.000 RD, PROFILE SECT[ON AA - SURVEY SECTION 26 0.000 0.000 600.000 1300.000 1763.000 1819.000 1900.000 2400.000 3800.000 0.000 DS 42050.000 2.000 540.000 530.200 529.800 523.500 523.000 029.900 531.800 0.000 0.000 0.000 532.000 530.000 527.100 522.100 529.300 531.500 550.000 0.000 100.000 528 600 534.000 530.100 529.700 521.500 529.500 ~31.200 5~0.000 O. OCO FACE RADIO 35.000 1788.000 1834. 000 100.000 100.000 1763.000 529.700 528.600 1842.000 529,800 0.000 538.000 200.000 536.000 , 400.000 1000.000 530. I00 1100.000 530.300 1200.000 1500.000 529,600 1600.000 529.700 1700.000 1771.000 522.300' 1788. 000 521.000 1793.000 1834.000 527.000 1842.000 529.800 1842000 2100.000 530.700 2200.000 531.100 2300.000 2600.000 532.100 2700.000 532.500 2800.000 0.000 4.100 1390.000 1960.000 0.000 0.000 0.000 800.000 1400.000 1763.000 1826.000 2000.000 2300.000 4500.000 0.000 U~ FACE RADIO RD SFCT ~26 I ~l I ,...J .! ooc i 4...J .__b. o¢_ I 2:*'_ !oo I o .... I I oo, I 1~o I o., I I oo' ! Xl eR GR OR · ET PROFILE SECTION lib - SURVEY SECTION 27 42170.000 540.000 529.500 529.400 521.700 528.200 530.600 0.000 28.000 1791.000 1810.000 80.000 80.000 0.000 539.000 100.000 530. 000 200.000 1000.000 529.400 1100.000 529. 400 1200.000 1500.000 ~29.700 1600.000 527.900 1700.000 1797.000 520.700 1800.000 521.700 1808 000 2000.000 529.700 2100.000 529.800 2~00.000 2500.000 530.800 2600.000 540.000 3600.000 0.000 4.100 1620.000 2200.000 0.000 80.000 537.000 528.600 5~4. 500 522.500 530.200 0.000 0.000 0.000 300.000 1300.000 1713.000 1810.000 2300.000 0.000 0.000 0.000 536.000 529.400 522.000 525.800 530.400 0.000 0,000 0.000 400.000 1400.000 1791.000 1900.000 2500.000 0.000 0.000 -X1 OR ET PROFILE SECTION CC - SURVEY SECTION 28 44200.000 530.000 535.900 533.200 524.900 532.300 531.800 '533.500 0.000 32.000 1740.000 1786.000 1800. 000 1300.000 600.000 548.000 650.000 546.000 700.000 1000.000 535.200 1100.000 534.300 1200.000 1500.000 530.800 1600.000 528.800 1644.000 1757.000 525.400 1768.000 531.900 1786.000 2000.000 532.600 2100.000 532. 500 2200.000 2500.000 532.300 2600.000 532.500 2700.000 3000.000 ' 5~0.000 3500.000 O. 000 0.000 0.000 4.100 1774.000 2404.000 0.000 2030.000 544.000 534.100 527.700 531.900 332.000 532.900 0.000 O. OOO 0.000 750.000 1300.000 1700.000 1800.000 2300.000 2800.000 0.000 0.000 0.000 542.000 533.800 526.800 532.~00 53~.200 533.300 0.000 0.000 0.000 800.000 1400.000 1740.000 1900.000 2400.000 2900.000 0.000 0.000 X1 ET PROFILE SECTZOH DD- 45820.000 541.700 538.200 538.200 533.000 537.200 540.000 0.000 SURVEY SECTION 26.000 2160.000 2187.000 1400. 000 1000.000 1000.000 540.700 1100.000 539.600 1200.000 1500.000 538.800 1548.000 538. 700 1562.000 1800.000 537.800 1900.000 538.200 2000.000 2160.000 531.800 2182.000 531.800 2185.000 2300.000 537.300 2400.000 537.300 2500.000 ~800.000 0.000 0.000 0.000 0.000 0.000 4.100 1980.000 2400,000 0,000 1620.000 538.800 537.800 338.~00 533.1C0 538.600 0.000 0.000 0.000 1300.000 1600.000 2000.000 2187.000 2600.000 0.000 0.000 0.000 538.600 537.700 533.400 533.700 539.200' 0.000 0.000 0.000 1400.000 1700.000 2094.000 2200.000 2700.000 0.000 0.000 X1 OR GR ET PROFILE SECTION 47450.000 545.700 542.500 540.800 540.300 536.800 544.600 0.000 SURVEY SECTION 30 26.000 2349.000 2369.000 1250.000 1350.000 1000.000 544.900 1100, 000 544.300 1200.000 1500.000 542.100 1600.000 ~41.700 1700.000 ~000.000 541.200 2100.000 541.600 216&.000 2269.000 536.900 2300.000 535.800 ~349.000 2400.000 542.000 2475.000 541.600 2500.000 2800.000 0.000 0.000 0.000 0.000 0.000 4.100 990. 000 1591.000 0.000 1630.000 543.600 541.100 541.600 532.100 5~2.500 0.000 0.000 0.000 1300.000 1800.000 2182.000 2363.000 2600.000 0.000 0.000 0.000 542.800 541.000 541.400 535.400 543.500 0.000 0.000 0.000 1400.000 1900.000 2200.000 2369.000 2700.000 0.000 0.000 100'I~ COUNTY LINE RD 47540.000 35.000 1511.000 1591.000 10.000 200.0C0 544.300 50.000 ~43.600 150.000 542.800 250.000 541. 700 550.000 541.100 650.000 541.000 750.000 541.300 1100.000 541.300 1200. 000 541.200 1300.000 541.800 1511.000 538.600 1511.000 531.000 1525.000 534.500 1542.000 '534.900 1544.000 535.300 1565.000 541.700 1591.000 541.400 1600.000 541.600 1700000 543.000 2000.000 542.800 2012.000 542.400 2100 000 0.000 0.000 4.100 645.000 1755.000 0 CO0 90.000 542.500 5f0.800 541.700 530.700 536.400 5~1.400 5'14.000 O. OCO 0.000 350.000 830.000 1400.000 1529.000 1584.000 1800.000 2200.000 O 000 0.500 542.100 541.200 541. 70O 534.000 538.400 541.500 545.700 o. oc,o 0:000 450.000 950.000 1500.000 1535.000 1591.000 1900.000 2300.000 0000 XI OR OR OR ET 47L 000 2. 000 544.300 541.700 541.300 541.800 540.400 535.300 538.400 541.500 545.700 0.000 41. 000 l~l I. 000 1~'* 000 100. 000 l ~11. 000 541. 800 5 . 400 1391. 000 50. 000 ~,43. 600 1~0. 000 ~42. 800 5~0. 000 541. 100 650. 000 541. 000 1100. 000 541. 300 1200. 000 541. 200 1511. 000 538. 600 1511. 000 531. 000 1535. 000 540. 400 1537. 000 534. 000 15&5. 000 540. 400 1565. 000 540. 400 2591. 000 541. 700 15~1. 000 ,541. 400 1900. 000 543. 000 2000. 000 542. 800 2300. 000 O. 000 O. 000 O. 000 O. 000 4. 1 O0 684. 000 1702. 000 X1 X2 ET 47&70.000 0.000 0.000 US FACE COUNTY LINE RD SECT #31 0.000 0.000 0.000 30.000 0.000 0.000 0.000 0.000 0.000 4.100 750.000 1622.000 COUNTY LINE RD .00.000 ~41.700 250.000 7~0.0C0 1300.000 1525.000 1'537.000 1567.000 1600.000 2012.000 0.000 0.000 30.000 O. O00 0.000 1 ' 000 0.000 0.000 L .400 0.000 0.000 5~2.500 350,000 542.100 540.800 C50.000 541.~00 5~1.700 1400.000 541.700 530,?C0 1529.000 534.000 534.500 1542.000 534.900 535.300 1567.000 536.400 5~1.&00 1700.000 541,400 5~2.4C0 2100.000 544.000 0.000 0.000 0.000 0.000 0.000 0.000 30.000 1,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 O. OC O. 000 450. 000 950. 000 1500. 000 1535. 000 1544. GO0 1584. 000 1800. 000 2200. 000 O. 000 O. 000 0.000 0.000 0.000 Xl 48350.000 25.000 2130.000 2300.000 '600.000 300.000 630.000 0.000 0.000 0.000 OR 549. 500 1000.000 546.900 1100.000 546.800 1200.000 545.700 1300.000 544.900 1400.000 OR 544.100 1500.000 544.500' 1600.000 544.100 1700,000 544.200 1800.000 544.000 1900.000 OR 543.900 2000.000 544.200 2100.000 543.400 2130.000 537.900 2154.000 535.400 2200.000 OR 537.700 2257.000 539.100 2300.000 539.600 2400.000 539.600 2423.000 543.200 2451.000 OR 544.100 2500.000 544.500 2600.000 545.900 2700.000 5{6.600 2800.000 547.700 2900.000 Ed 0.000 0.000 0.000 0.000 0.000 O. OCO 0.000 0.000 0.000 0.000 PROFILE SECTION G~ - SURVEY SECTION 32 Xl 47720.000 35,000 1511.000 1591.000 50.000 50.000 50.000 0.000 0.300 O. OO0 OR 544.300 50.000 543.600 150.000 542.800 250.000 542.500 350.000 542.100 450.000 OR 541.700 550.000 541.100 650.000 541.000 750.000 540.800 850. 000 541.200 950.000 OR 541.300 1100.000 541.300 1200.000 541.200 1300.000 541.700 1400.000 541.700 1500.000 OR 541.800 1511.000 538.600 1511.000 531.000 1525.000 530.700 1529.000 534.000 1535.000 OR 534. 500 1542.000 534.900 1544,000 535.300 1~5.000 536,400 15S4.000 538.400 1391.000 OR 541.700 1591.000 541.400 1600.000 541.600 1700.000 541.400 1800.000 541. 500 1900. 000 OR 543.000 2000.000 542.800 2012.000 542.400 2100.000 544.000 2200.000 545.700 2300.000 ET 0.000 0.000 4.100 2130.000 2370.000 O. 000 0.000 0.000 0.000 0.000 I ,Pi '- p ! ! CCHV- U. 100 CEHV- O. 300 #SECNO 2~C). 000 ' SECNO DEPTH CWSEI. CRIHS MSELK EO HV 0 GLOB (]CH M~OB Al. OB ACH A.ROB T I ME VLOB KH VROII XNL XNCH XNR ia ! N SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORA~ OLOSS 5A:4K ELEV TIaA LEFT/RIGHT ELIIIN SSTA TOPN[D ENDST PROFILE SECTION A -~JRVEY ~ECTION 1 2500.00 13.11 435.31 0.00 435.31 435.38 0.07 0.00 9700. 6029. 2131. 1540. 5480. 560. 1151. O. 0.00 1.10 3.~0 1.34 0.060 0.055 0.060 O. OOO 0.001302 O. O. O. 0 0 0 0.00 0.00 433.60 O. 433.70 42~.20 6684.92 5501.08 12186.00 eSECNO 4930.000 4930.00 11.92 43~.9~ 0.00 0.00 436.95 0.02 1.57 9700. 8554. 1131. 15. 9047. 538. 24. 464. O. 62 0.95 2. 10 0.62 0.060 0.055 O. ObO 0.055 0.000389 2400. 2430. 2430. 3 0 0 0.00 0.00 435.60 253. 433.50 423.00 5895.74 3687.68 9581.42 #SECNO 3030.000 3370 NORMAL BRIDOE, NRi]~ PROFILE SECT[ON 5030.00 11,47 436.97 9700. 8858. 356. 0.64 1.08 2.10 0.000609 100. 100. 2 HZN ELTRD- 436.40 HAX ELLC- 434.40 - SURVEY SECTION 2 LED BETTER ROAD 0.00 0.00 436,99 0.02 0.07 486. 8167. 170. 802. 485. 0.61 0.060 0. D25 0.060 0.054 100. 2 0 0 -57.21 0.00 436.30 263. 436.50 425.50 5898.23 4588.46 10486.70 eSECNO 5070.000 3370 NORHAL gRIDGE, NRDa 2 HIM ELTRD" 5070.00 tl.40 437.0<) 0.00 9700. $Sb8. 379. 453. 0.65 1.13 2.23 0.62 0.000685 40. 40. 40. 436.40 HAX F-J-Lc- 434.50 0.00 437~ 02 0.02 0.03 0.00 7878. 170. 730. 4~3. 267. 0.060 0.025 0.060 0.054 425.60 0 0 0 -~l.~t 4549.30 436.40 436.~60 5904.17 10453.47 eSECh~ 5150.000 ~ SECNO DEPTH CI~3EL, CRXWS #SELK 80 G GLOB OCH QROB AL09 ACHI TIME VLOB VCH VRO9 XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC HV HL · ARO~ VOL XNR ialN ICONT CORAR OLOSS BA~ ELEV TIJA LEFT/RIGHT ELHIN SSTA TOPtJID ENDST PROFILE SECTION C - SURVEY SECTION 3 5150.00 11.84 437.04 0.00, 0.00 437.06 0.02 0.0~ 9700. 8517. 1169. 14. 8742. 533. 22. 510. 0.67 0.97 2.19 0.63 O. ObO 0.055 0.060 0.054 0.000429 80. 80. 80. 0 0 0 0.00 0.00 435.80 275. 435.70 425.20 5900.00 3681.15 9581.15 ~SECNO 8950.000 1. 1. ~? O. 00141S 4000. 1~/:). q/q~. 416. ,. ,., :3.07 1.71 0 ',0 O. 05"~ O. 06~, O. 054 47' ~.0 1141. ~4 3000. 3~00. 3 0 0 O. GO 241 21 3553.05 ) ) % ) ) ) *SECNO 11300. 000 PROFILE 8ECTZON E - SURVEY SECTZON 5 11300.00 9.90 444.90 443,77 0.00 445.20 0.30 5.30 0.07 443.90 9700. 6026. 3217. 457. 1938. 522. 162. 1392. 642. 441.90 1.42 3.11 6. 17 2.82 0.060 0.055 0.060 0.054 435.00 1019.99 0.004163 2350. 2350. 2330. 9 18 0 0.00 1117.13 2137.12 #SECNO 14170.000 3265 DIVIDED FLOW PROFILE SECTION F - SURVEY SECTZON 6 14170.00 14.12 453.92 0.00 0.00 454.27 0.35 9.06 0.02 450.20 11000. 2453. 4501. 4047. 942. 699. 1263. 1569. 700. 450.40 1.59 2.60' 6.44 3.20 0.060 0.055 0.060 0.055 439.90 1426.52 0.002644 2700. 2870. 2900. 5 0 0 0.00 722.43 2168.74 #SECNO 15350.000 PROFILE SECTION · - ~AJRVEY ~ECTION 7 15350.00 1~.23 457.53 0.00 0.00 458.37 0.94 3.95 11000. 343. 6745. 3912. 144. 740. 1305. 1641. 1.64 2.39 9.11 3.00 0.070 0.050 0.070 0.054 0.004024 1200. 11B0. 1300. 2 0 0 0.00 ~SECNO 15440.000 3265 DIVIDED FLOW SECNO DEPTH CWSEL CRINS HSELK EO HV G GLOB GCH GROB Al_OB ACH AROB TIME VLOB ¥CH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOSR ITRIAL IDC ICONT 3370 NORMAL BRIDQE, NRD= 2 HIN ELTRD- 460.50 HAX Et. LC- 459.00 PROFILE SECTION H - SURVEY SECTION B BEL'rLINE ROAD VOL W TN CO,~AR 0.15 454.80 719. 454.&0 441.30 1463.14 597.41 2060.55 CLASS BA;~ ELEV TWA LEFT/RIGHT ELtflN SSTA TOPNID ENDST 15440.00 18.57 458.27 0.00 0.00 458.8.8 0.61 0.49 0.02 460.50 11000. O. 1100<). O. O. 1751. O. 1649. 72~. 460.30 1.65 0.00 6.28 0.00 0.070 0.050 0.070 0:05~ 43~.70 1125.00 0.003233 25. 90. 350. 2 O' 0 O. O0 141.00 1272.00 *SECNO 15470.000 326~ DIVIDED FLOW 3370 NORMAL BRIDOE, NRD~ 2 HIN Et. TRD- 15470.00 18.68 458.38 0.00 11000. O. 11000. O. 460,50 MAX ELLC" 459.00 0.00 458.98 0.60 O. 17&&,. O. 0.10 1~9. 0.00 460.50 721 I I I I ! I 15520. O0 16. 99 4~. R9 O. O0 ,,,. O0 459.25 O. 96 11000. 718. 8749. 1533, ~30. 997. 7~2, 1.65 2. 18 8. 78 1.94 O. 070 O. 050 O. 070 O. 003360 ~0. ~0. ~0. R 0 0 0.16 1653. O. 054 O. O0 *SECNO 15600.04)0 3265 DIVIDED FLOW 3370 NORMAL BRIDOE, NRD- 6 MIN ELTRD= 461.70 MAX ELLC= 459.40 PROFILE SECTION I - SURVEY SECTION 9 15600.00 17.15 458.75 0.00 0.00 11000. O. 11000. O. O. 1.66 0.00 7.82 0.00 0.070 0.010749 ~). 80. 100. 2 ST. LOUIS SOUTHWESTERN R.R. v. ll 722. 441.30 654.66 *$ECNO 15610.000 3265 DIVIDED FLOW 3370 NORMAL'BRIDGE, NRD= 6 MIN ELTRD~ 15610.00 17.26 458.8& 0.00 11000. O. 11000. O. 1.66 0.00 7.79 0.00 0.010640 10. 10. 10. 453.60 455,60 i38~.35 2041,00 eSECNO 15660.000 3301 HV CHANGED MORE THAN H~IN8 SECNO DEPTH CWSEL CRIWS G GLOB GCH .GROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR' 15660:00 18.03 459.7~ 0.00 11000. 347. 5129. 5530. 1.66 1.37 5.93 2.05 0.001398 50. ~0. ~0. 459.70 0.95 0.45 0.00 462.70 1406. 0.' 1656. 723. 461.70 0.050 0.070 0.054 441.60 1321.00 0 0 -100.80 126.00 1450.00 461.70 MAX ELLCm 459.40 0.00 459.81 0.94 0.11 0.00 O. 1412. O. 1656. 723. 0.070 0.050 0.070 O. 054 441.60 2 0 0 -109.51 126.00 *SECNO 16480.000 I,~ELK EO HV HL At. OB ACH AROB VOL XNL XNCH XNR wrN ITRXAL IDC ICONT CORAR 0.00 4~0.02 0.29 0.15 253. 864. 2694. 1659. 0.070 0.050 0.070 0.054 2 0 0 0.00 PROFILE 8ECTION d - SURVEY ~ECTION 10 16480.00 17.75 460.4~ 0.00 0.00 460.69 0.24 0.66 11000. 1732. 5679. 3~9. 951. 1102. 1835. 1695. 1.70 1.82 5.16 1.96 0.070 0.0~0 O. 070 0.055 0.001134 900. 820. 100. 3 0 0 0.00 462. c~ 938. 0.050 , 0.87 502. 0 075 462.70 461.70 1321.00 1450.00 3301 HV CHANOED MORE THANHVINS 17600.00 17.06 462.06 0.00 0.00 11800. 2592. 8265. 942. 1138. 1.75 2.28 8.81 I ~R 0 075 2.05 0.19 457.50 177&. 749. 459.50 0 ,95a 445 C~ 119/ 01 0.07 455.20 723. 455.00 441.70 1406.46 822.72 2229.18 0.00 457.10 730. 457.20 442.70 1377.56 753.73 2131.30 *SECNO 17600.000 OLOS$ BANK ELEV TUA LE~T/RIOHT ELIIIN SSTA TOPNID ENDST 3265 DIVIDED FLOW PROFILE 6ECTION K - 9URVEY SECTION I1 ! ! 18500.00 19.58 4&5.3~ 0.00 0.00 466.3~ 1.00 3.41 0.04 462.40 11800. 2801. 7980. 1019. 1084. 831. 432. 1830. 764. 462.00 1.78 2.08 . 9.60 2.36 0.075 0.000 0.075 0.054 446.80 1368.84 0.004048 1000. 900. 900. 3 0 0 O. OO 642.96 2054.18 467.10 MAX ELLCw 464.00 #8ECNO 18070.000 3301 HV CHANGED MORE THAN HVXN$ 3370 NORMAL BRID~E, NRDu 2 MIN ELTRDw PROFILE SECTION L - SURVEY SECTION 12 MOORE ROAD 18070.00 17.38 465.08 0.00 0.00 467.40 2.31 0.62 0.39 467.10 11800. O. 11800. O. O. 966. O. 1832. 765. 467.10 1.78 0.00 12.21 0.00 0.075 0.050 0.075 0.054 447.70 1700.00 0.033569 70. 70. 70. 2 0 0 -129.71 120.00 1820.00 #SECNO 18600.000 8ECHO' DEPTH CHSEL CRIWS G GLOB GCH GROg TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 3370 NORMAL BRIDQE, NRD= 2 MXN ELTRDm 18600.00 18.29 466.09 0.00 11800. O. 11800. O. 1.78 0.00 12.21 0.00 0.033853 30. 30. 30. HSELK EO I.IV HL &LOB ACH AROB VOL XNI. XNCH XNR ITRIAL IDC. ICONT CORAR 467.10 MAX ELLC' 464.10 0.00 468.41 2.31 1.01 O. 966. .0. 1833. 0.075 0.050 0.075 0.054 2 0 0 -239.07 #8ECNO 18650.000 3301 HV CHANGED MORE THAN HVXN~ 18600.00 20.99 468.49 0.00 0.00 468.78 11800. 429&. 5740. 1764. 2140. 984. 1.79 2.01 5.83 1.85 0.075 0.050 0.001193 50. 50. 50. 2 0 #SECNO 20540.000 3301 HV CHANGED MORE THAN HVXN8 PROFILE SECTION M - ~;URVEY 8ECTION 13 20540.00 18.78 471.38 0.00 0.00 472.73 11800. 1823. 9604. 373. 787. 936. 1.84 2.32 10.26 1.94 0.075 0.050 0.004582 1500. 1890. 1300. 5 0 #SECNO 22600.000 OLOS8 BANK ELEV TtJA LEFT/RIGHT EL:fIN SSTA TOPWID ENDST 0.00 467.20 765. 467.20 447.80 1700.00 120.00 1820.00 1.35 ' 3.63 0.32 469.70 193. 1945. 788. 468.40 0.070 0.054 452.60 1149.43 0 0.00 546.42 1&95.85 0.29 0.'17 0.20 463.10 902. 1836. 765. 462.70 0.075 0.034. 447.50 1323.18 0 O. OO 778.13 2103.31 ,]UO I 34t,,. 1. 3.2'3 O. 002939 1800. 9. 69 2. 03 t' lO O. 045 O. 081. O. 053 4" 60 1193. 49 2060. 2060. 3 0 0 O. O0 3;. 20 1592.69 #$ECNO 25370. 000 PROFTLE SECTION 0 - I~JRVEY ~ECTION 15 25370.00 17.43 486.73 0.00 0.00 487.97 1.23 7.88 11800. 895. 9481. 1424. 286. 962. 659. 2155. 2.00 3.13 9.8& 2. 16 0.080 0.045 0.080 0.053 0.003075 2100. 2770. 2500. 2 0 0 0.00 #SECNO 25470.000 8ECNO DEPTH CWSEL CRZWS WSELK 80 HV G GLOB GCH GRO8 Al.OB ACH AROB ' TIME Vt. OB VCH VRO8 XNL XNCH XNR SLOPE XLOBL XLCH XLDBR ITRIAL IDC ICONT 3370 NORMAL BRIDG~,,NRD- 2 HIM ELTRD- 486.80 I~X ELI.Ca 485.00 PROFILE SECT{ON P - SURVEY SECTION 16 DENTON TAP ROAD 25470.00 18.64 487.24 0.00 O. qO 488.66 1.43 11800. 3. 11774. 23. 4. 1227. 24. 2.01 0.63 9.59 O. 95 0.080 0.045 0.080 0.020121 100. 100. 100. 2 0 0 *SECNO 25500.000 0.07 479.60 831. 479.30 469,30 1839,&5 394,03 2233.69 HL OLOSS BAN~ ELEV VOL TNA LEFT/RIGHT WTN ELIIIN SSTA CORAR TOPWID ENDST O.&4 0.06 48&.90 2159. 831. 4E6.70 0.053 468.60 1662.76 -251.27 269.33 1931.09 3370 NORMAL. BRIDOE, NRD= 2 MXN EL..TRD" 486.80 MAX ELI. Ca 485.10 25500.00 ~9.35 488.05 0.00 0.00 489.21 1.16 O. 52 11800. 96. 11559. 145. 60. 1324. 92. 2160. 2.01 l.&O 8.73 1,57 0.080 0.045 0.080 0.053 0.015051 30. 30. 30, 2 0 0 -265.73 #SECNO 255~0.000 25550.00 19.26 488.76 O. O0 0.00 489.'43 0.68 0.18 11800. 1042. 8419. 2343. 404. 1094. 1191. 2162. 2.01 2.58 7.69 1.97 0.080 0.045 0.080 0.053 0.001575 50. 50. 50. 2 0 0 0.00 #SECNO 26880.000 3301 HV CHANGED MORE TH~N HVINS PROFZLE 8ECTION G - ~JRVEY SECTION 17 0,03 487.00 832. 486.80 468.70 1591.57 390.09 1981.66 0.05 479.80 832. 479.50 469,50 1831.04 467,51 2298.55 *SECNO 27400.000 ~0! NV CHAN~D MOR~ THAN HV~N~ 26880.00 18.33 491.23 0.00 0.00 493.02 1.79 3.25 0.33 484.80 11900. 349. 11024. ~27. 119. 991. 235. 2226. 844. 486.70 2.05 2.94 11.12 2.24 0.070 0.045 0.075 0.052 472.90 1713.0~ 0.004136 1250. 1330. 1~00. 3 0 0 0.00 259.27 1971.34 ,-, ..,~K). '] 20. ,,., ] 4~. Vl ".]C)Ob. OC, 194.-. 1 L. - ! 10~. 2744. 7=~. ~4. , ~. e97. 96 2. 07 :,. 3~ 8.37 ;. 53(. 05 o. 045o. 070. o. 002419 7~o. ~2o. ;50. 4 o o ::'}2 J.~o -~a.- I ~249. ''0. 487.40 0.052 4. 90 1430.01 0.00 590.93 2020.94 eSECNO 27540.000 3265 DIVIDED FLOW SECNO DEPTH CWSE1. CRZW~ WSELK EQ HV G GLOB GCH OROB ~d. OB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS BANg ELEV VOL TitA LEFT/RIgHT WII~ E~IIIN SSTA CORAR TOP,ID ENDST 3370 NORMAL BRZDQE, N RD= 2 flIN ELTRD" 496.80 HAX ELLC" 498.~0 PROFILE SECTION 8 - SURVEY SECTION 17B BETHEL ROAD ) 27540.00 19.24 494.24 0.00 0.00 495.50 1.26 0.53 10500. 738. ~762. O. 349. 1045. O. ~255. 2.07 2.11 q. 34 0.00 0.065 0.045 0.070 0.052 0.0066a9 140. 140. 140. 2 0 0 O. CO 0.14 496.80 851. 499.40 475.00 1488.66 429.89 2056.44 eSECNO 27570.000 3265 DIVIDED FLOW ,) 3370 NORMAL BRZDG~,NRD- 2 MIN E1..TRDa. 496.80 PlAX ELLC' 498.70 27570.00 19.23 494.43 0.00 0.00 ' 495.70 1.27 10500. 733. 9767. O. 347. 1044. O. 2.07 2.11 q. 3~ 0.00 0.065 0.045 0.070 0.006645 30. 30. 30. 2 0 0 0.20 0.00 497.00 2256 852. 499.60 0.052 475.20 1488.92 O. OO 429.35 205~.43 *) *SECNO 27620.000 3265 DIVIDED FLOW 27620.00 19.15 4~4.65 0.00 10500. 1843. 8452. 206. ~ 08 2.57 10.15 2.93 0.003907 50. 50. ~0. 0.00 495.96 1.31 .0.25 716. 833. 70. 2258. 0.065 0.045 0.070 0.052 3 0 0 0.00 0.01 494.80 852. '489.00 475.50 1437.33 468.75 2016.71 #SECNO 30130.000 -) .} .) PROFILE SECTION T - ~URVEY BECTION 19 30130.'00 19.17 502.87 0.00 0.00 ~03.78 0.91 7.77 10500. 4735. 5753. 12. 1001. 611. 15. 233:3 2.16 4.73 ~.41 0.80 0.065 0.045 0.065 0.052 0.003156 1600. 2510. 2000. 2 0 0 0.00 0.04 492.30 867. 501.90 483.70 1973.89 279.80 2253.69 *SECNO 30190.000 3265 DIVIDED FLOW 3301HV CHANGED MORE THAN I'NINS 3370 NORMAL BRIDQE, NRD= 2 MZN ELTRD= 513.30 MAX ELLC- 510.40 ]~0' ! I 10: I 2. 0.00 10.~ 0.00 o. 01849,7 60. 60. 60. *SECNO 30200. 000 3265 DIVZDED FLOW SECNO DEPTH ~W~E1, CRZI,~ G GLOB GCH GROB TIME , VLOB VCH VROB SLOPE XLOBL XCCH XLOBR 3370 NORMAl.. BRZDQE, NRD= 2 MIN ELTRD" 30200.00 16.07 502.87 0.00 10500. O. 10~00. O. 2.16 0.00 10.64 0.00 0.017353 10. 10. 10. !o. IV61' I ~l : *'! !u I~:'' 0 ~ 0.045 0. C6 0.052 40A 80 2154.00 2 0 0 0.00 ' '5 2232 75 WSELK EO HV ~. OLOSS BANA ELEV ~ld. OB ACH AROB V~, T!iA LEFT/RIGHT XNL INCH XNR I~rt4 ELIIIN SSTA ZTRIAL IDC [CONT CORAR TOP,ID ENDST 513.30 I~,~X ELLC" 510.40 0.00 504.&3 1.76 0.18 0.01 513.30 O. 987. O. 233~. 86S. 51~.40 0.06~ 0.045 0.065 0.052 4~6.80 2154.00 2 0 0 0.00 92.19 2253.1~ ~SECNO 30250.000 3301 HV CHANGED MORE THAN HVINS 30250.00 20.57 ~)4.37 0.00 10500. ~14~. ~246. 103. 2.16 3.93 7.83 1.13 0.001935 50. 50. 50. 0.00 504.96 0.59 0.22 . 0.12 492.40 1310. 670. 91. 2337. 869. 502.00 0.065 0.04~ 0.065 0.052 483.80 1942.83 2 0 0 O. O0 35&.2~ 22~.12 eSECNO 31310.000 31310.00 18.49 506.29 0.00 10500. 6329. 4171. O. 2.21 4.05 7.19 0.00 0.002089 750. 1060. ~00. 0.00 506.76 0.47 1.78 O. Ot 490.70 1564. 580. O. 2377. 875. 509.20 0.065 0.045 0.065 0.052 4~7.80 1491.&0 3 0 0 0.00 432.38 1913.98 *SECNO 31480.000 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRDm 2 MIN ELTRD- 509.10 MAX ELLCm 506.10 PROFILE SECTION V - SURVEY SECTION 21 COPPELL ROAD 31480.00 18.54 506.54 0.00 0.00 507.55 1.01 0.63. 0.16 10500. O. 10500. O. O. 1301. O. 2384. 876. 2.22 0.00 8.07 0.00 0.06~ 0.045 0.065 0.052 488.00 0.008332 170. 170. 170. 2 0 0 -51.93 118.89 *SECNO 31~00.000 3370 NORMAL BRXDOE, NRDm 2 NIN ELTRD" 509.10 H~X ELL¢' 506.10 31500.00 18.71 506.71 0.00 0.00 507.72 1.01 ' 0.17 0.00 10500. O. 10500. 0.* O. 1301. O. ~384. 876. 2.22 0.00 8.07 0.00 0.065 0.045 0.065 0.052 488.00 0.008347 20. 20. ~0. 2 0 0 -71.73 118. q6 *SECNO 31550.000 3301 WV CHANOED MORE THAN HV~N~ 509.10 509.10 1796.11 1915.00 509.10 509.10 1796.04 1915.00 PROI=IL.~ SECTION I,I - GURVEY ~E:CTION ~2 31550.00 19.40 ~07.60 0.00 0.00 507.93 0.33 0.15 0.07 10500. 6614. ~886. O. 1956. 6~8. O. 2387. 876. 2.22 3.38 6.19 0.00 0.065 0.045 0.065 0.052 48~.20 0.001465 50. 50. 50. 2 0 0 0.00 520.37 CCHV= 0.100 CEHV- O. 300 eSECNO 34730.000 3301 HV CHANOED MORE THAN HVINS PROFILE SECTION X - SURVEY SECTION ~ 34730.00 14.68 513.68 0.00 0.00 514.79 10500. 152. 5009. 5339. 50. 449. 2.31 3.02 11.15 4.85 0.065 0.045 0.005644 2000. 3180. 2300. 3 0 1.11 1100.' 0.060 0 eSECNO 37100.000 3265 DIVIDED Fi. ON 3301 HV CHANGED HORE TH~N HVINS 6.63 2501. 0.052 0.00 PROFILE SECTION Y - SURVEY SECTION 24 O. 23 901. 499. O0 431.68 37100.00 14.44 5~0.74 0.00 0.00 521.0~ 0.33 6.21 0.08 11200. 5018. 1177. 5005. 1326. 1~0. 1149. 2560. 921. 2.42 3.78 7.86 4.35 0.065 0.045 0.060 0.052 506.30 0.002449 1250. 2370. 1650. 3 0 0 0.00 715.20 491.10 509.60 1395.50 1915.87 508.90 507.90 1564.85 1996.53 510.40 508.70 1934.42 2841.75 *SECNO 38200.000 180' DS. W. BOLNqD I.H. 635 38200.00 11.77 522. 57 0.00 0.00 522;70 0.13 1.61 0.02 11200. 4976. 1131. 5093. 2002. 244. 1~33. 2663 940. 2.53 2.49 4.63 2.78 0.065 0.045 0.060 0.052 510.80 0.001004 1150. 1100. 1000. 3 0 0 0.00 761.32 *SECNO 3~380.000 3265 DIVIDED FI.0W DS FACE W BOLeiD I.H. 635 38380. O0 11. 15 5~. 55 0.00 0.00 523.14 O. 59 0.30 11200. 3001. 4027. 4173. 630. 455. 1274. 2676. 2.54 4.76 8.85 3.28 0.065 0.045 0.060 0.052 0.003265 180. 180. 180. 2 0 0 O. CO 0.14 943. 511.40 1124. 76 514.80 514.80 240504 3166.37 514:40 514.40 2643.51 4438.30 SPECIAL BRIDOE SB XK XKOR COFG EDL£N BWP BAPEA SS ELCHU £LCHD 3265 D] ~ FLOl4 SECNO DEPTH Cl4~E:L. 0 GL.Oil GCH TIME VI. OB VCH SLOPE XLOBI. XLCH CLASS A LOW FLOW 34:~0 BR]DOE W.S. EGPRS EOLNC O. O0 523. 20 ! ! ! CR I ~ NSr. a.K EO HV (~ROB ALOB ACH ~ed~OB VROB XNI. XNCH XNR XLOBR ITRIAL. ID(: Icobrr 522. ~,3' 8RID~E VELOCITYm, GWEZR GPR O. 03 O. 11200. 5.18 BAREA 3920. U.G. FACE N. ROUND IH 635 38420.00 11.07 11200. 3021. 2.54 4.85 0.003436 40. 522. 57 0.00 0.00 523.20 0.63 4078. 4101. 623. 451. 1197. 9.04 3.43 0.065 0.045 0.060 40. 40. 0 0 0 *SECNO 38500.000 3265 DIVIDED FLON YAU. EYSECT BTWNBRZDGE8 38500.00 11.04 11R00. 302~. 2.54 4.89 0.003507 80. 522.84 0.00 0.04) 52'3.48 0.64 4098. 4073. 620. 4~0. 1167. 9. 11 3.49 0.065 0.045 0.060 80. 80. 0 0 0 ! ! I H; OL~,S BANK ELEV VOL TNA LEFT/RIGHT l~lr~ ELMIN SSTA CORAR TOPNID ENDST CALCULATED CHANNEL AREA=, 2161. TRAPEZOID ELLC ELTRD AREA 4137. 528.70 532.80 0.06 0.00 514.50 2678. 944. 514.50 0.052 511.50 2643.80 0.00 1083.55 4418.37 0.28 0.00 514.80 2682. 946. 514.80 0.052 511.80 2643.92 0.00 1067.02 4410.37 -) ) *SECNO 38580.000 3265 DIVIDED FLOg DS FACE E BOUND l. H: &3.5 38580:00 10.1~ 11200. 3063. 2. 54 5.0A 0.003857 80. 523.0~ 0.00 0.00 523.80 0.71 4191. 3946. 605. 443. 10~1. 9.46 3.83 O.O&5 0.045 0.060 80. 80. 2 0 0 0.29 0.02 515.20 2686. 948. 515.20 0.052 512.20 2644.49 0.00 987.66 4371.98 ) ) ) SPECZA~ BRIDGE SB XK XKOR 1.05 1.20 *SECNO :~B620.000 3265 DIVIDED FLOg CLASS A LOW FLOW 3420 BRIDOE N.S.m EOPRS EOLWC 0.00 ~23.86 COF(~ RDL.EN BWC BWP 2. 50 O. O0 105. O0 4. O0 523.0& BRIDQEVELOCITY", 5.65 143 GNEIR OPR BAREA 0.04 O. 11200. 3920. BAREA SS ELCHU :3'r20.00 7.50 512.20 ELCHO 512.20 CALCULATED CHANNEL AREA=, . 1982. TRAPEZOID ELLC ELTRD AREA 3709. 528.70 532.80 _ ~o 1 ~ ! 4 i I~. 2. ~. 14 9. 61 3.99 e O. 004012 40. 40. 40. 0 0.04~ 0 06 0 0 O. 0'~2 O. O0 5~~ 30 2644 IJ 9 11 4355.75 ) eSECNO 38670.000 3265 DIVIDED FLOW BOUND I.H. 635 38670.00 11.00 52'3.40 0.00 0.00 524.06, 0.66 0.19 11200. 3038. 4121. 4041. 616. 448. 1132. 2691. 2.55 4.93 9.20 3.57 0.065 0.045 0.060 0.052 0.003591 50. 50. 50. 2 0 0 0.00 E 0.01 515.40 950. 515.40 512.40 2644.06 1047.47 4400.91 ) ,) .) #SECNO 39720.000 SECNO DEPTH CW~EL. CRIW~ HSEI_K G GLOB GCH GROB Al. OB TIME VLOB VCH VROB XNL SLOPE XLOBL XLCH XLOBR ITRZAL EG ACH INCH IDC PROFILE SECTION Z - SURVEY ~ECTION 25 'HV AROB XNR ICONT HL OLOSS BANK ELEV VOL TWA LEFT/RIGHT WTN ELItIN SSTA CORAR TOPWID ENDST 39720.00 8.89 525.~ 0.00 0.00 526.20 0.31 2.11 11200. 4685. 884. ~1. 1094. 110. 1485. 2721. 2.59 4.28 8.01 3.79 0.065 0.045 0.060 0.053 0.003843 25. 1050. 750. 2 0 0 0.00 0.03 519.00 963. 518.80 517.00 1304.98 88~.14 2193.12 *SECNO 41180.000 41180.00 9.28 528.~ 0.00 7900. 4630. 5~-3. 2737. 2.80 1.41 3.88 2.19 0.000816 1300. 1460. 1600. ~SECNO 41950.000 3265 DIVIDED FLOW 100' Dg RADIO RD 41950.00 8.87 529.67 0.00 7900. 3052. 13G3. 3465. 2.84 3.93 9.02 4.30 0.004736 770. 770. 770. *SEC~ 42050.000 SECNO DEPTH CHSE~ CRXHS G GLOB GCH QROB TIME VLO8 VCH VROB SLOPE XLOBL XLCH XLOBR. 3370 NORMAL BRID~EoNRD- 2 MIN ELTRD- 3685 20 TRIALS ATTEMPTED WSEL, CWSEL 3693 PROBABLE MINIMUM ~PECIFIC ENEROY 3720 CRITICAL DEPTH ASSUMED 0.00 528.74 3280. 138. 0.065 0.045 4 0 0.00 530.10 777. 153. 0.065 0.045 3 0 · WSELK EO ALOB ACH XNL INCH ITRIAL XDC 529.70 MAX ELLC" 0.06 1250. 0.060 0 0.44 807. 0.060 0 I-IV AROB XNR ICONT 528.60 2.51 0.03 521.20 2840. 1010. 521.20 0.052 519.40 850. q6 0.00 2040.33 2891.29 1.26. 0.11 522.10 2897. 1037. 522.60 0.052 520.80 9q3.78 0.00 10~5.92 2091.17 HL OLOSS BAN~ ELEV VOL T!JA LEFT/RIOHT t~IN ELIIIN SSTA CO, AR TOP,ID ENDST ) ) 2. ** 3. 3e 8.76 3. 78 C '~5 O. 045 o. 018664 100. 100. 100. 20 10 eSECNO 42090. 000 3370 NORHAL BRTD~E, NRDm 2 MINEt. TRDm 529. 70 Plax ELLCm US FACE RADIO RD SECT 0'26 42090.00 10.74 7900. 3852. 2.85 2.32 0.004804 40. eSECNO 42170.000 SECNO DEPTH G GLOB TIHE VLOB SLOPE XLOBL 528.60 531.74 0.00 0.00 531.89 0.15 1959. 2090. 1664. 413. 890. 4.75 2.35 0.065 0.045 0.060 40. 40. 2 0 0 O. 032 -12~. 60 92'2. 2248.76 0.34 0.05 522.30 2903 1041. 523.00 0,052 521.00 829.29 -146.99 1749.51 2578.80 CMSEL. CRIW8 WSELK EO HV HL. GCH ~ROB ALOB ACH AROB VOL VCH I/ROB XNL XNCH XNR WT. XLCH XLOBR ITRIAL IDC ICONT CORAR PROFILE SECTION BB - SURVEY SECTION 27 42170.00 11.25 531.95 0.00 0.00 531.99 0.04 0.09 7900. 3722. 704. 3474. 2932.* 198. 2450. 2911. 2.87 1.27 3.55 1.42 0.065 0.045 0.060 0.052 0.000519 80. 80. 80. 2 O 0 0.00 *SECNO 44200.000 PROFILE SECTION CC - 8URVE'Y SECTION 28 OLOSS BANX ELEV TNA LEFT/RIGHT ELI4IN 8STA TOPWID ENDST 0.01 1044, 522.50 520.70 774.13 1975.47 2749.60 44200.00 8.67 533.57 0.00 0.00 533.89 0.32 1.82 0.08 526.80' 7900. 3296. 2196. 2408. 883. 312. 1369. 3058. 1105. 531.90 2.98 3.73 7.04 1.76 0,065 0.045 0.060 0.052 524,90 1439.50 0.003662 1800. 2030. 1300. 3 0 0 O. CO 1562,41 3001.91 eSECNO 45820.000 PROFILE SECTION DD - SURVEY 8ECTION 29 45820.00 7.21 539.01 0.00 0.00 539.30 0.29 5.40 7900. 3745. 1415. 2740. 1257. 180. 873. 3128. 3,08 2.98 7.86 3,14 0.065 0.045 0.060 0.052 0.004607 1400. 1620. 1000. 4 0 0 0.00 #SECNO 47450.000 PROFILE SECTION EE- SURVEY SECTION 30 47450.00 11.23 543.3'3 0.00 0.00 ~43.52 0.19 4.22 7900. 4517. 1271. 2112. 2076. 189. 719. 3207. 3.20 2.18 6.73 2.94 0.065 0.045 0.060 0.052 0.002269 1250. 1630. 1350.' 4 0 0 0.00 0.~0 533.00 1145. 333.10 531.80 1274.39 13~3.09 2&&7.49 0.01 535.80 1186. 535.40 532.10 1333.84 1349.08 2&8~.92 47:}40. O0 ~2. 19 ~4.3. ~ O. ~ . ~ 043. 76 O. 37 O. 29 79~. ~. 41~. 819. Z7~8. 6~. ~. ~2t t. 3.20 Z. 6~ 6. ~ ~. ~3 O. 06~ O. 04~ O. O~ O. 0~2 O. 002881 10. ~. 2~. 2 0 0 O. O0 #SECNO 47~40.000 SECNO DEPTH CHSEL CRINS NSELK EO HV HL Q GLOB GCH GROg Al. OB ACH AROB VOL TIME VLOB VCH ~OB XNL XNCH XNR N[N SLOPE XLOBL XLCH XLOBR ITRIAC IDC ICONT CORAR 3370 NORMAL BRZDGE, NRD- 2 flZN ELTRD- 541.70 MAX ELLC= 540.40 DS FACE COUNTY LINE~ RD, PROFILE SECTION FF - SURVEY SECTION 31 05 742 30 1188. 542.20 531.20 ' 237. /? 1880.44 2131.13 OLOSS BANK ELEV TNA LEFT/RIGHT ELMIN SSTA TOPNID ENDST 47640.00 13.25 543.95 0.00 0.00 543.99 0.04 0.19 0.03 541.80 7900. 4954. 12~5. 1691. 3161. 5~2. 11a5. 3220. 1193. 541.70 3.22 1.57 2.12 1.50. 0.065 0.045 0.060 0.052 530.70 100.69 0.001406 100. 100. 100. 2 0 0 -118.11 2095.88 2196.57 540.40 *SECNO 47670.000 3370 NORMAL BRIDOE, NRD- 2 MIN ELTRD- 541.70 MAX ELLC- U~ FACE COUNTY LINE RD SECT #31 47670.00 13.29 543.99 0.00 0.00 544.03 O. 04 0.04 0.00 541.80 7900. 4964. 1232. 1703. 3223. 596. 1152. ~224. 1194. 541.70 3.22 1.54 2.07 1.48 0.065 0.045 0.060 0.052 530.70 94.41 0.001330 30. 30, 30. 2 0 0 -118.31 2104.91 2199.32 *SECNO 47720.000 50'Ug COUNTY LINE RD 47720.00 12.99 543.99 0.00 0.00 544.12 0.13 0.06 0.03 542.10 7900. 3651. 3028. 1221. 2805. 701. 982. 3229. 1196. 542.00 3.23 1.30 4.32 1.24 0.065 0.045 0.060 0.052 531. C0 137.22 0.001101 ~0. ~0. ~0. 2 0 0 0.00 20~3.38 2180.59 *SECNO 48350.000 PROFILE ~ECTXON GO - SURVEY SECTION 32 48350.00 9.20 544.60 0.00 0.00 544.87 0.27 O. 71 7900. 182. 5600. 2118. 321. 1187. 809. 3270. 3.27 0.57 4.72 2.62 0.065 0.045 0.060 0.052 0.001536 600. 630. 300. 0 0 0 0.00 0.04 543.40 1215. 539.10 535.40 1436.38 1171.40 2607.77 HEC2 RELEASE DATED NOV 76 UPDATED AUQI977 ERROR CORR - 01,02 HODIFIC&TION - ~0, SI, ~2, ~3 T1 T2 T3 FREEPORT HARCH 1979 FLOODWAY DETEI~HZH&TZON ENCROACHNENT ORAPEYZNE CREEK 100 YR J1 ICHECK IN(] NIHV IDIR STRT O. 3. O. O. 0.001300 J2 NPROF IPLOT PRFVS XSECV XSECH 1~.000 0.000 -~.000 0.000 0.000 I ! I'ETRIC I. IVIl,!$ G I~$EL Fa 0.00 -1.0 O. 436.310 0.000 FN ~d. LDC I~W CHNI~ ITRACE 0.000 0.000 0.000 0.000 0.000 14 CCHV" O. lO0 CFI'IV" 0.300 aSECNO 2~00.000 SECNO DEPTH CWSEL CRIWS WSELK EG HV H!. G GLOB GCH QROB Al. OB ACH AROB VOL TIME VLOB ¥CH t/ROB XNL XNCH XNR tJTN SLOPE XLOBL XLCH XLOBR ITRIAL 'IDC ICONT CORAR 3470 ENCROACHMENT STATIONS- 10050.0 12180.0 TYPE- PROFILE SECTION A - SURVEY SECTION I I TARGET= 2500.00 13.79 435.99 0.00 435.31 436.08 0.09 0.00 9700. 4572. 2421. 2707. 2890. 605. 1717. O. 0.00 1.58 4.00 1.38 0.060 0.055 0.060 0.000 0.001301 O. O. O. 0 0 5 0.00 OLOSS BANK ELEV TWA LEFT/RIGHT ELIIIN SSTA TOPWID ENDST 2130.000 0.00 433.60 O. 433.70 422.20 ~0050.00 2130.00 1~180.00 eSECNO 4930.000 3470 ENCROACHMENT STATIONS- 7850.0 9564.0 TYPE" I TAROEI= 4930.00 12.70 437. 70 0.00 436.92 437.74 0.03 1.65 9700. 8362. 1338. O. 6530. 588. O. 341. 0.47 1.28 2.28 0.00 0.060 0.055 0.060 0.055 0.000423 2400. 2430. 2430. .3 0 0 0.00 1714.000 0.01 435.60 106. 99999.80 425.00 7850.00 1714.00 9564.00 #SECNO 5030.000 3370 NORMAL BRIDGE, NED= 2 MIN ELTRD= 436.40 MAX Et. LC= 434.4~ 3470 ENCROACHMENT STATIONSm 7850.0 9540.0 TYPE' 1 TARGEt- 1690.000 PROFILE SECTION B - SURVEY SECTION 2 LED BETTER ROAD 5030.00 12.25 437.75 0.00 436.97 437.80 0.04 0.05 0.00 436.30 9700. 9239. 461. O. 5802. 185. O. 356. 110. 99999.89 0.49 1.59 2.49 0.00 0.060 0.025 0,060 0.054 425.30 7850.00 0.000774 100. 100. 100. 2 0 0 -43.00 1690.00 9540.00 *SECNO 5070.000 3370 NORMAL BRIDOE, NRD- 2 MIN ELTRD- 436.40 MAX ELLC" 434. 50 9540.0 TYPE- I TARGET= 437.00 437.83 0.04 0.03 5676. 186. O. 361. 0.060 0.025 0.060 0.05~ 0 0 0 -40.00 3470 ENCROACHMENT 8TATIONeJ" 7850.0 5070.00 12.18 437.78 0.00 9700. 9220. 479. O. 0.50 1.62 2. 58 0.00 0.000829 40. 40. 40. ~SECNO 5150.000 SECNO DEPTH CWSEL CRIW8 WSELK EO H¥ HL G OLOB GCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR IJ/N SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR 1690.000 0.00 A36.40 112. 100000.00 425.60 7850.00 1690.00 9540.00 OLOSS BANA ELEV LEFT/RIGHT S~TA TOP,ID ENDST 3470 ENCROACHMENT STATIONS- 7750.0 9564.0 TYPE= I TAROET= 1814.000 "i7o-' I 8n~ I I - ! b. k64. I 50 O, 1.24 2.23 0.00 C '~ O. OD5 0.000410 80. 80. 80. 0 0 ! i ! I~ O. OA, 0. o~,1 4,' 70 0 0.00 18, O0 9564. O0 *SECNO 89~0. 000 3470 ENCROACHHENT STATION~- 1660. 0 3019.0 TYPE= PROFILE SECTION D - SURVEY ~ECTION 4 8950.00 13.42 440.52 0.00 439.77 440.61 9700. 3543. 1605. 4552. 1780. 470. 0.98 1.99 3.42 2.10 0.060 0.055 0.001491 4000. 3800. 3500. 2 0 I TARGET- 1359. 000 0.08 2.72 0.02 439.20 2167. 899. 256. 439.20 0.060 0.054' 427.10 1660.00 0 0.00 1359.00 3019.00 ) ) #SECNO 11300.000 3470 ENCROACHMENT STATION~- 1250.0 2080.0 TYPE- PROFILE SECTION E - SURVEY SECTION I TAROEI-- 830. 000 11300.00 10.75 445.75 0.00 444.~0 44~.11 0.36 5.42 0.08 9700. 5626. 3849. 225. 1791. 585. 67. 1083. 315. 1.13 3.14 6.58 3.36 0.060 0.055 0.060 0.054 435.00 0.004055 2350. 2350. 2330. 4 0 0 0.00 830.00 443.90 441.90 1250.00 2090.00 ) ) .') *SECNO 14170.000 3470 ENCROACHMENT STATIONS= laO0. 0 2070.0 TYPEm PROFILE SECTION F - SURVEY SECTION 6 I TARGET= 470.000 14170.00 14.88 454.&8 0.00 453.92 455.10 0.42 8.97 0.02 11000. 2110. ~041. 3849. 689. 748. 1074. 1242. 356. 1.28 3.06 6.74 3.59 0.060 0.855 0.060 0.055 439.80 0.002642 2700. 2870. 2900. 4 0 0 0.00 470.00 450.20 450.40 1600.00 2070.00 eSECNO. 15350. O00 3470 ENCROACHMENT STATIONS" 1500.0 1850.0 TYPE" PROFILE SECTION Q - SURVEY SECTION 7 15350.00 16.86 458.16 0.00 457.53 459.02 11000, 226. 7012. 3762, 87. 778. 1.33 2.61 9.01 3.36 0.070 0.050 0.003678 1200. 1180. 1300. 2 0 *SECNO 15440.000 SECNO DEPTH CNSEL CRIWS WSELK EO G GLOB QCH GROB ~d_OB ACH TIME VLOB VCH VROB XNi. XNCH SLOPE XLOBL XLCH ' XLOBR ITRIAL IDC 3370 NORMAL BRIDQE, NRD' 2 MIN ELTRD- 460.50 MAX ELLC" 3685 20 TRIALS ATTEMPTED WSEL, CWSEL I TAROET- 350.000 0.87 3.79 0.13 454.80 1118. 1306. 368. ~54.60 0.070 0.054 441.30 1500.00 0 O. OO 350.00 1850.00 I-IV HL AROB VOL XNR WIN ICONT CORAR 459. O0 OLOSS BANK ELEV LEFT~RIGHT 'SSTA. TOP'ID ENDST "! ! I I 1 1~440. ~9. 3G 459.08 O. O0 1 lO00. O. I I000. O. 1.34 0.00 ~.96 0.00 O. 00~. 01 2~. 90, 3~0. ! 4?27 459.64 ~. 1847. 0.070 0.0~0 20 0 ! ! O. O. 070 0 0 58 ~ 03 1313. O. 0.054 43~.70 -19.46 147.00 *$ECNO 15470.000 3370 NORMAL BRIDQE, NR~" 2 HIM ELTRD' 3470 ENCROACI'MENT STATIONS- 1125. 0 15470.00 19.54 459.24 0.00 11000. O. 11000. O. 1.34 0.00 D. 96 0.00 0.005206 30. 30. 30. 460.50 MAX ELLC- 1272.0 TYPE- 458.38 459.79 O. 1847. 0.070 0.050 2 0 459.00 460.!~0 100000 00 1125.00 1272.00 *SECNO 15520.000 3470 ENCROACHMENT STATIONS" 1470.0 1780.0 TYPE- 15520.00 17.94 459.24 0.00 458.29 460.04 11000. 768. 8575. 1658. 268. 1074. 1.34 2.87 7.98 2.56 0.070 0.050 0.002529 50. 50. 50. 2 0 I TARGET= 147.000 0.55 0.16 0.00 460.50 0. 1314. 370. 100000.00 0.070 0.054 43~.70 1125.00 0 -42.39 147.00 1272.00 *SECNO 15600.000 3370 NORMAL BRIDGE, biRD- I TAROET- 310.000 0.80 0.18 0.07 453.60 649. 1317. 370. 455.60 0.070 0.054 441.30 1470.00 0 0.00 310.00 1780.00 6 MIN ELTRD= 461.70 MAX ELLC' 459.40 1321.0 1450.0 - SURVEY 8ECTZON 9 3470 ENCROACHMENT STATIONS- TYPE- I TARGET- 129.000 ST. LOUIS SOUTHI4ESTERN R.R. PROFILE 8ECTION Z 0.03 462.70 370. 100000.00 441.60 1321.00 129.00 1450.00 15600.00 17.95 459.55 0.00 458.75 460.46 0.91 0.39 11000. 0. 11000. O. O. 1438. 0. 1320. 1.35 0.00 7.65 0.00 0.070 0.050 0.070 0.054 0.012230 50. 80. 100. 0 0 0 -169.15 #SECNO 15610.000 3370 NORMAL BRIDGE, NRD- 6 HZN ELTRD- 461.70 MAX ELLC' 3470 ENCROACHMENT STATIONS- 1321.0 1450.0 TYPE- 15610.00 18.07 459.67 O. O0 458.86 460.58 11000. O. 11000. O. O. 1438. 1.35 0.00 7.65 0.00 0.070 0.050 0.012241 10. 10. 10. 2 0 *8ECNQ 15660.000 3301 HV CHANGED MORE THAN HVINS SECNO DEPTH CNSEL CRIN8 NSELK EO G GLOB {)CH GROB Al_OB ACH TIME VLOB VCH YROB XNL INCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 459.40 I TARGET- 0.91 0.12' O. 1320. 0.070 0.054 0 -186.13 I. IV HL AROB VOL XNR NlM ICONT CORAR 129.000 0.00 462.70 370. 10000000 441.60 1321.00 1~9.00 1450.00 OLOSS BANK ELEV TUA LEFT/RIGHT ELtIIN SSTA TOPNID ENDST 3470 ENCROACHMENT STATIONS" 1470.0 2160.0 TYPE= I TAROET= 690.000 15660.00 18.85 460.55 0.00 45R73 460.77, 0.22 0 12 0.07 455 ) ) I~"''' I "; I I !" I ~: I *SECNO 16480. 000 3470 ENCROACHMENT STATIONS- l~&O.O 1980.0 TYPE- PROFILE ~ECT[ON d - SURVEY SECT[ON 10 I' l"' r' ! I TARGET,, 420.000 16480.00 18.3~ 461.08 O. O0 460.45 461.46 0.38 0.64 0,05 11000. 974. 6905. 3121. 409. 1157. 1325. 1354. 374. 1.38 2.38 5.97 2. 36 0.070 0.0~0 0.070 0.055 442. 70 0.001424 900. 820. 100. 3 0 0 0.00 420.00 457.10 457.20 15&0.00 1980.00 ) ) ) ) *SECNO 17600.000 3470 ENCROACHMENT STATIONS- 1270.0 1690.0 TYPE" I TARGET- 420.000 17600.00 17.95 462.95 0.00 462.06 463.77 0.8i 2.18 0.13 11800. 2716. 8450. 634. 1042. 1005. 273. 1420. 385, 1.43 2.61 8.40 2.32 0.075 0.050 0.075' 0.054 445.00 0.002814 1160. 1120. 1000. 2 0 0 0.00 420.00 *8ECNO 18500.000 3301 HV CHANGED MORE THAN HVII~ 3470 ENCROACHMENT STATIONS- 1600.0 18~8.0 TYPE- PROFILE SECTION K - SURVEY SECTION 11 I TARGET= 268.000 18500.00 19.13 465.93 O. O0 465.38 467.~7 1.33 3.55 0.16 11800. 2768. 9032. O. 812. 8~. O. 1463. 393. 1.46 3.41 10.43 O. O0 0.075 0.050 0.075 0.054 446.80 O. 004845 1000. 900. 900. 3 0 0 0.00 268.00 18570.00 11800. 1.46 0.033844 *SECNO 18570.000 3301 HV CHANGED MORE THAN NVINS 3370 NORMAL 9RIDOE, NRD- 2 MIN ELTRD- 467.10 I~X ELLC" 464.00 3470 ENCROACHMENT 8TATION~" 1700.0 18~0.0 TYPE- I TARGET- 120.000 PROFILE SECTION L - SURVEY SECTION 12 MOORE ROAD 18.26 465.96 0.00 465.08 468.28 2.31 0.71 0.'~9 O. 11800. O. O. 966. O. 1465. 393 0.00 12.21 0.00 0.075 0.050 0.075 0.054 447.70 70. 70. 70. 2 0 0 -235.47 120.00 457.50 459.50 1270.00 1690.00 462.40 100000.00 1600.00 1868.00 467.10 100000.00 1700.00 1820.00 *SECNO 18600.000 SECNO DEPTH CWSEL CRI~S ' WSELK EG HV HL G GLOB GCH (]ROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR t~lti SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR 3370 NORMAL BRIDOE, NRD= 2 MIN ELTRD" 467.10 MAX ELLC" 464.10 In?A o TYP~= 1 T~R~= OLOSS BANAELEV TUA LEFT/RIGHT ELIIIN SSTA TOPWID ENDST ) eSECNO 18650. 000 3301 HV CHANGED MORE THAN HVIN8 3470 ENCROACHMENT gT&TZON~= 1'520.0 1935.0 TYPE= 18650.00 21.80 469.30 0.00 468.49 469.67 11800. 4396. 6438. 966. 1822. 1035. 1.46 2.41 6.22 2. 29 0.075 0.050 0.001269 50. 50. 50. 2 0 I -: I. oo ko , I TAROET- 415.000 0.37 0.18 0.19 463,10 422. 1468. 393 462.70 0.075 0.054 447.50 1520.00 0 0.00 415.00 1935.00 20540.00 11800. 1.52 0.004171 #SECNO 20540.000 3301 HV CHANGED MORE THAN HVIN8 3470 ENCROACHMENT STATIONS= 1330.0 1579.0 TYPE- PROFILE SECTION M - SURVEY SECTION 13 19.75 472.35 O. O0 471.38 473.68 1798. 10002. O. 619. 1005. 2.90 9.95 O. O0 0,075 0.050 1300. 1890. 1300. 4 0 *SECNO 22600.000 3470 ENCROACHMENT STATIONS= 1250.0 1447.0 TYPE' PROFILE SECTION N - SURVEY SECTION 14 22600.00 21.20 479.80 O. O0 479.03 480.88 11800. 3782. 8018. O. 1022. 819. 1.59 3.70 9.79 O. O0 0.080 0.045 0.003128 1800. 2060. 2060. 2 0 *SECNO 25370.000 3470 ENCROACHMENT STATION~- I TiId~OET= 249.000 1.32 3,72 0.29 469.70 O. 1561. 405. 100000.00 0.075 0.054 452.60 1330.00 0 0.00 249.00 1579.00 I TAROET- 197. 000 1.08 7.18 0.02 473.00 O. 1638. 415. 100000.00 0.080 0.053 458.60 1250.00 0 0.00 197,00 1447.00 1878.0 ~083.0 TYPE= I TAROET- 205.000 PROFILE SECTION 0 - ~JRVEY SECTION 15 25370.00 18.22 487.52 0.00 486.73 488.82 1.31 7.87 0.07 479.60 11800. 506. 10044. 1250. 162. 1018. 470. 1738. 426. 479.30 1..67 3.14 9.87 2.66 0.080 0.045 0.080 0.053 469.30 187800 0.002859 2100. 2770. 2500. 2 0 0 O. O0 205.00 2083.00 ~SECNO 25470.000 SECNO DEPTH CWSEI.. CRIWS WSELK EO G GLOB GCH GROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC HV HL AROB VOL XNR WTr,I ICONT CORAR OLOSS BANK ELEV T~A LEFT/RIGHT ELI¶I|4 SSTA TOP,ID END~T 3370 NORMAL BRIDOE, NRD= 2 MIN ELTRD= 3470 ENCROACHMENT STATIONS= 1700. 0 486.80 MAX ELLC- 485.00 1820.0 TYPE- I TAROET= 120.000 lo. cra i o. uaJ. ,~,,' 0 --q27.99 11. ,)0 iUD O0 1820. O0 ) ) ) ) ) ) .) #SECNO 25500.000 3370 NORMAL BRIDGE, NRD- 2 HIN ELTRD- 3470 ENCROACHHENT 8TA~XON~- *1700.0 25500.00 20.03 488.73 0.00 11800. O. 11800. O. 1.&8 0.00 8.39 0.00 0.012991 30. 30. 30. 48~. 80 HAX EL,LC" 1820.0 TYPE- 4~.05 489.82 O. 1406. 0.080 0,045 2 0 *5ECNO 25550.000 3470 ENCROACHMENT STATIONS- 1850.0 2065.0 TYPE- 25550.00 19.67 489.17 0.00 488.76 490.03 11800. 1150. 9299. 1350. 38&. 1124. 1.68 2.98 8.27 2. 51 0.080 0.045 0.001758 50. 50. 50. 2 0 #SECNO 26880.000 3301 HV CHANGED MORE THAN lIVING 3470 ENCROACHMENT STATIONS- 1740.0 18~.0 TYPE- PROFXLE 8ECTXON Q - SURVEY ECTION 17 485.10 1 TAROET- 120.000 1.09 0.42 0.01 487.00 O. 1743. 426. 100000.00 0.080 0.052 469.70 1700.00 0 -216.00 120.00 1820.00 I T~ROET- 215.000 0.86 0.19 0.02 479.80 538. 1745. 427. 479.50 0.080 0.052 469.50 1850.00 0 O. OO 215.00 2065.00 I TAR~ET- 9b. O00 26880.00 18.93 491.83 0.00 491.23 493.71 1.88 3.37 0.30 11900. 206. 11559. 135. 62. 1037. 49. 1794. 431. 1,71 3.34 11.15 2. 77 0.070 0,045 0.075 0,052 472,90 0.003913 1250. 1330. 1500. 3 0 0 0.00 96.00 1585.0 ~3<)0.0 TYPE" *SECNO 27400.000 3301 HV CHANGED MORE THAN HVXN5 3470 ENCROACHHENT 8TATXON~- PROFXLE SECTION R - SURVEY ~ECTION 17A I TAROET- 415.000 27400.00 .20.67 494.57 0.00 494.03 495.50 0.93 1.70 0.09 10500. 2251. 8122. 127. 919. 932. 50. 1815. 435. 1.73 2.45 8.71 2.53 0.065 0.045 0.070 0.052 473.90 0.00249/) 750. 520. 250. 3 0 0 O. CO 415.00 484.80 486.70 1740.00 1836.00 493.20 487.40 1585.00 2000.00 #SECNO 27540.000 3265 DXVXDED FLON SECNO DEPTH CNSEL CRXN8 WSELK EG I-IV G GLOB GCH GROB ALOB ACH AROB TIHE VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRXAL IDC ICONT ~. OLOS$ SANK ELEV VOL TWA LEFT/RIGHT NIN ELIIIN 8STA CORAR TOPN[D ENDST 3370 NORMAL BRIDOE, NRD= 2 MIN E[_TRD= 496.80 MAX ELLC=' 4~8.50 27540.00 20.00 495.00 0.00 49..24 496.01 1.01 0.48 _.02 10500. 102'3. 9477. O. 405. 1124. O. 1820. 437. 1.74 2.52 8.43 0.00 0.065 0.045 0.070 0.052 475.00 0.005113 140. 140. 140. I 0 0 0.19 341.56 496.80 lO00OO. O0 1615.00 2057.72 ~SECNO 27570.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD' 2 MIN ELTRD' 496.80 MAX ELLC' 498.70 3470 ENCROACHMENT STATIONSm 1610.0 2078.0 TYPE- I TAROET= 468.000 27570.00 19.95 495.15 0.00 494.43 496.17 1.02 0.15 0.00 10500. 1008. 9492. O. 401. 1118. O. 1821. 437. 1.74 2.51 8.49 0.00 0.065 0.045 0.070 0.052 475.20 0.005210 30. 30. 30. 2 0 0 0.00 343.38 eSECNO 27620.000 3470 ENCROACHMENT STATIONS- 1560.0 1992.0 TYPE- I TAEQET= 432.000 27620.00 19.71 495.21 0.00 494.65 496.46 1.25 0.22 0.07 10500. 1932. 8568. O. 692. 869. O. 1823. 437. 1.74 2.79 9.86 0.00 0.0~5 0.045 0.070 0.052 475.50 0.003882 50. 50. 50. 2 0 0 O. OO 432.00 *SECNO 30130.000 3470 ENCROACHMENT STATIONB= 30130.00 10300. 1.82 0.003364 2100.0 2222.0 TYPE- I TAEOET- 122.000 PROFILE SECTION T - SURVEY SECTION 19 19.78 503.48 0.00 502.87 504.57 1.08 8.09 0.02 4266. 6234. O. 762. 637. O. 1893. 449. 5.60 9.79 0.00 0.065 0.045 0.065 0.052 483.70 1600. 2510. 2000. 2 '0 0 O. CO 122.00 30190.00 10500. 1.82 0.015047 eSECNO 30190.000 3265 DIVIDED FLOW 3370 NORMAL BRID~E, NRD' 2 MIN ELTRD- 513.30 H~X ELLC' 510.40 3470 ENCROACHMENT STATION~- 2138.0 2263.0 TYPE- I TARGET= 129.000 PROFILE SECTION U - SURVEY SECTION 20 ST. LOUIS-SOUTHWESTERN R.R. 16.72 503, 52 0.00 502. 58 505.08 1.56 0.37 0.14 O. 10500. O. O. 1047. O. 1895. 449. 0.00 10.03 0.00 0.065 0.045 0,065 0.052 486.80 60. 6o. 6o. 2 o o o. co ~3.22 *SECNO 30200.000 3265 DIVIDED FLOW SECNO DEPTH CWSEL CRIW8 WSELK HV OLOSS 497.00 100000.00 1610.00 2057.61 494.80 100001.59 1560.00 1992.00 492.30. 99999.89 2100.00 2222.00 513.30 100000.00 2154200 2254.22 ! ! I i ! 3370 NO~ .. BRIDOE, NRD'" ;2 HZ# EI. TRD" ! I ! I I ~0 NAX ELLC~ 510.4G 3470 ENCROACHMENT STATION~- .2138.0 2263.0 TYPE- I TARGET= 125.000 30200.00 16.93 ~03.73 0.00 502.87 505.24 1.~0 0.15 0.01 10500. O. 10500. O. O. 1067. O. 1895. 449. 1.82 0.00 9.84 0.00 0.065 0.045 0.065 0.052 496.80 0.014395 10. 10. 10. 2 0 0 0.00 9355 513.30 100000.00 2154.00 2254.55 *SECNO 30250.000 3301H¥ CHAI~ED HORE THAN I'W[NS 3470 ENCROACHMENT STATIONS- 2095.0 2222.0 TYPE- 1 TARGET= 127.000 30250.00 20.94 504.74 0.00 504.37 505.54 0.80 0.24 0.07 10500. 4697. 5804. O. 898. 685. O. 1897. 449. 1.82 5.23 8.47 0.00 0.065 0.045 0.0~5 . 0.052 483.80 0.002345 50. 50. 50. 2 0 0 0.00 127.00 *SECNO 31310.000 3470 ENCROACHMENT STATIONS= 1690.0 1920.0 TYPE= I TARGET= 230.000 31310.00 19.15 506.95 0.00 506.29 507.44 0.49 1.86 0.03 · 10300. 6262. 4238. O. 1391. 615. O. 1932. 452. 1.87 4.50 6.89 0.00 0.065 0.045 0.065 0.052 487.80 0.001845 750. 1060. 500. 3 0 0 0.00 225.35 *SECNO 31480.000 3301 HV CHANGED MORE THAN HVINS 492.40 100000.00 2095.00 2222.00 490. 70 99999.59 1690.00 1915.35 3370 NORMAL BRID~E, NRD" 2 MIN ELTRD" ~09.10 HAX ELLC" 506.10 3470 ENCROACHMENT STATIONS- 1795.0 1915.0 TY~E" 1 TARGETz PROFILE SECTION V - SURVEY SECTION 21 COPPELL ROAD 120.000 31480.00 19.16 507.16 0.00 506.54 508.18 1.01 0.58 0.16 10500. O. 10500. O. O. 1301. O. 1938. 453. 1.87 0.00 8.07 0.00 0.065 0.045 0.065 0.052 488.00 0.008387 170. 170. 170. 2 0 0 -126.25 119.16 509.10 100000.00 1795.84 1915.00 #SECNO 31500.000 3370 NORMAL BRIDOE, NRD- 2 MIN ELTRD" 509.10 MAX ELLC= 506.10 3470 ENCROACHMENT STATIONS- 1795.0 1915.0 TYPE- I TAROET= 120.000 31500.00 19.33 507.33 0.00 506.71 508.34 1.01 0.17 0.00 10500. O. 10500. O. O. 1301. O. 193~. 453. 1.87 0.00 8.07 0.00 0.065 0.045 0.065 0.052 488.00 0.008401 20. 20. 20. 2 0 0 -146.21 119.23 509.10 100000.00 1795.77 1915.00 *SECNO 31550.000 3301HV CHANGED MORE THAN HVINS SECNO DEPTH CWSEL CRIWS WSELK EG HV H~ OLOSS G GLOB GCH GROB ALOB ACH AROB VO~ TtJA TIHE VLOB VCH VROB XNL XNCH XN~' NlM ~LI~IIJ LEFT/RIGHT SST~ ! :a",,,]EH ~JHME~,, *~ITATL,,,~L .~]0.0 119a '1 TY,' I'*'Ot I000 I I PROFILE SECTION 14 - SURVEY ,SEC JN 22 3155~00 20.00 508.20 0.00 507.60 ~08.~g 0.3~ 0 14 0.07 10500. 6537. :3963. O. 1748. 660. O. 1941. 453 1. SS 3.74 6.00 0.00 0.065 0.045 0.065 0.052 488.20 0.001331 50. 50. 50. 2 0 0 O. OO 297.11 491.10 100000.00 1630.00 1917.11 CCHV= 0.100 CEHV= aSECNO 34730.000 0.300 3301HV CHANGED MORE THAN HVIN~ 3470 ENCROACHMENT STATIONS' 1~86.0 1780.0 TYPE= t TAROET= 194.000 PROFILE SECTION X - SURVEY ~ECTION 23 34730.00 15.06 514.06 0.00 513.68 10500. O. 5300. 5200. O. 1.96 0.00 11.38 6.17 0.065 0.006460 2000. 3180. 2300. 3 515.37 1.31 6.54 0.29 466. 843. 2045. 466. 0.045 0,060 0,052 499.00 0 0 0,00 194.00 508.90 507.90 1586.00 1780.00 *SECNO 37100.000 3301 HV CHANGED MORE THAN HVIN~ 3470 ENCROACHMENT STATI~N~= 2050.0 2350.0 TYPE= I TARGET= 300.000 PROFILE SECTION Y - SURVEY SECTION 24 37100.00 14.97 521.27 0.00 520.74 521.66 0.39 6.19 0.09 11200. 5139. 119~. 4863. 125S. 1~6. 965. 2114. 47~. 2.06 4.0S 7.70 ~.04 0.065 0.045 0.060 0.052 ~06.30 0.002232 1250. 2370. 1650. 2 0 0 0.00 300.00 510.40 508.70 2050.00 2350.00 *SECNO 38200.000 3470 ENCROACHMENT STATION~- 2525.0 2925.0 TYPE= I TARGEI'= 400.000 180' DS. W. BOUND I.H. 635 38200.00 12.38 523.18 0.00 522.57 523.37 0.19 1.70. 0.02 11200. 5639. 1343. 4219. 1819. 260. 1258. 2185. 484. 2.15 3.10 5.17 3.35 0.065 0.045 0.060 0.052 510.80 0.001158 1150. 1100. 1000. 3 0 0 0.00 4GO. O0 514.80 514.80 2323.00 2925.00 *SECNO 38380.000 3265 DIVIDED FLOW 3301HV CHANGED MORE THAN liVINg 3470 ENCROACHMENT STATIONS- 2660.0 3500.0 TYPE= I TARGET= 840.000 DS FACE N BOUND I.H. 635 38380.00 11.74 523.14 0.00 522.55 523.84 0.71 0.32 0.15 514.40 11700. ~1~5 4~47 37~ 641. 481. 738 219~ 485. 514 40 ) ) ) I I I SPECIAL BRID~E 88 XK XKOR 1.05 1.2O #SECNO 38420.000 SECNO DEPTH G GLOB TIME VLOB SLOPE XLOBL CLASS A LOW FLOW 3420 BRIDGE W.S.= ECPRS EGLWC 0.00 523.90 COFG RDLEN Bl,~ BlIP BAREA 2. ~0 O. O0 105. O0 4. O0 3920. O0 CWSEL CRIWS WSELK EG I-6/ GCH GROg ALOB ACH AROB VCH VROB XNL INCH XNR XLCH XLOBR ITRIAL IDC ICONT 523.12 BRIDGE VELOCITY=, 4.81 H3 GWEIR OPR BAREA O. 03 O. 11200. 3920. SS ELCHU ELCHO 7.00 011 O0 511.00 HL OLOSS SANK ELEV VOL TWA LEFT/RIGHT WT~4 ELIIIN SSTA CORAR TOP,ID ENDST CALCULATED CHANNEL AREA=, 2327. TR~EZOID ELLC ELTRD AREA 4137. 528.70 532.80 3470 ENCROACHMENT STATIONS= U. S. FACE W. 2660.0 3400.0 TYPE= BOUND IH 635 38420.00 11.67 523. i7 0.00 522.57 523.90 11200. 3164. 4261. 3775. 635. 477. 2.16 4.98 8.92 5.30 0.060 0.045 0.003108 40. 40. 40. 0 0 I TARGET= 740.000 0.73 0.00 0.00 514.50 712. 2198. 48&. 514.50 0.060 0.052 511.00 2660.00 0 0.00 223.72 2883,72 ~SECNO 38500.000 3470 ENCROACHMENT STATIONS= 2670.0 2870.0 TYPE= VALLEY SECT BTNN BRII~ES 38000.00 11.56 523.36 0.00 522.84 524.19 11200. 2881. 4470. 3849. 564. 473. 2.16 5.11 9.46 5.73 0.065 0.045 0.003039 80. 80. 80. 2 '0 I TARGET= 200.000 0.83 0.27 0.03 514.80' 672. 2201. 486. 514.80 0.060 0.052 011.80 2670.00 0 0.00 200.00 2870.00 *SECNO 38580.000 3470 ENCROACHMENT STATIONed- 2670.0 2870.0 TYPE" DS FACE E BOUND I.H. 635 38580.00 11.43 523.63 0.00 523.0~ 524.49 11200. 2875. 4488. 3836. 555. 467. 2.16 5.18 9.6~2 5.81 0.065 0.045 0.003720 80. 80. 80. 0 0 I T~M~OET- 200.000 0.86 0.29 0.01 515.20 ~=~0. 2~04. 486. 515.20 0.060 0.052 012.20 2670.00 0 0.00 200.00 2a70.00 SPECIAL BRIDGE SB XK XKOR COFG RDLEN BWC 1.05 1.20 2.~0 0.00 105.00 *SECNO 38620.000 6110 EGLWC OF 524.44 LESS THAN XEG OF 524.49 CLASS A LOW FLOW 3420 BRIDCE w s. =' 523,&! BRTD~E V~LOCITY=, BAREA SS ELCHU ~0.00 7.50 512.20 CALCULATFD CHAfJ~(~.I_ ELCHD 512.20 3470 ENCROACHMENT STATZOI~' 2650. 0 33~K). 0 TYPEI I US FACE E BOUND X. H. 635 TARGE i - 740. 000 38620.00 11.38 523.68 0.00 523.12 524.49 0.76 0.00 0.00 11200. 3233. 4261. 3706. 645. 465. '683. 2205 486 2.16 5,01 9.17 5.43 0.065 0.045 0,060 0,052 512.30 0,003406 40. 40. 40, 0 0 0 0.00 232.81 *SECNO 38670.000 3470 ENCROACHMENT STATZON~- 2865.0 TYPE- I TAROET= 190.000 2675. 0 50' US E BOUND 1. H. 635 38670.00 11.39 523.79 0.00 523.40 524.73 0.94 0.18 0.05 11200. 2751. 4623. 3826. 515. 465. ~33. 2208. 487. 2.17 5.34 9.94 6.05 0.065 0.045 0.060 0,052 512.40 0.003987 50. 50. 50. 2 0 0 0.00 190.00 W8ELK EO H¥ H; ALOB ACH AROB VOL XNL INCH XNR (4Fl4 ITRIAL IDC ICONT CORAR *SECNO 39720.000 3301HV CHANGED MORE THAN HVINS SECNO DEPTH CWSEL CRZWS e aLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 1592.0 1995.0 TYPE- - SURVEY SECTION 25 3470 ENCROACHMENT STATIONSm PROFILE SECTION Z 515.30 515.30 2650.00 2882.81 515.40 515.40 2675.00 2665.00 OLOSS BAN~ ELEV TLJA LEFT/RIGHT ELIIlI~ SSTA TOPWID ENDST 1 TARGET- 403.000 39720.00 9.62 526.62 0.00 525.89 527.01 0.39 2.23 0.05 11200. 4341. 971. 588~ 874. 120. 1350. 2232. 490. 2.20 4.97 8.10 4.36 0.065 0.045 0.060 0.052 517.00 0.003524 25. 1050. 750. 2 0 0 0.00 403.00 519.00 518.80 1592.00 19~5.00 ~) *SECNO 41180.000 3470 ENCROACHMENT STATIONSI 41180.00 10.16 529.56 7900. 5914. 681. 2.36 2.19 4.48 0.000957 1300. 1460. 2010. 0 2610.0 O. O0 528. 68 1305. 2698. 2.82 O. 065 1600. 3 TYPE- I TARGEt- 600.000 529.66 0,10 2.62 0.03 521.20 152. 463. 2323. 507. 521.20 0.045 0.060 0.052 519.40 2010.00 0 0 0.00 600.00 2610.00 eSECNO 41950.000 3470 ENCROACHMENT STATIONSI 143~.0 1945.0 TYPE- 100' DS RADIO RD I TARGET= 510.000 41950.00 9. 79 530. 59 0.00 52~.67 530.94 O. 35 1.20 0.07 7900. 3323. 1314. 3263. 955. 171. 757. 2369. 516. 2.40 3.48 7.69 4.31 0.065 0.045 0.060 0,052 520.80 0.002005 770 770. 770 ~ 0 0 O Co 510.00 522.10 522.60 1435.00 i I I I I 3301 H~ .ANGED MORE THAN HVXN~ SECNO DE. PTH CW~EL CR X ~ G GLOB' GCH GROB TIME Vt. OB VCH VROB SLOPE XLOBL XLCH XLOBR ! I I I '! ~ ~ EO 149 lil. Al. OB ACH AROB VOL XNL INCH XNR NfU ITRX~N. XDC ZCONT CORAR Oi 5 BANA ELEV TUA LEFT/RIGHT ELIIIN SSTA TOPNID ENDST 3370 NORMAL BRIDgE, NAD= 2 MIN ELTRD= 3685 20 TRIALS ATTEMPTED WSEL, CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENEROY 3720 CRITICAL DEPTH ASSUMED 529.70 M~X ELLC' 528.60 3470 ENCROACHMENT STATIONS= 1362.0 1970.0 TYPE= I TARGET- DS FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 608.000 42050.00 10.09 531.09 231.09 530.90 532.00 0.91 0.65 0.17 522.30 7900. 3153. 3806. 942. 688. 383. 202. 2373 318. 523.00 2.41 4.58 9.94 4.&7 0.065 0.045 0.060 0.052 521.00 1362.00 0.023261 100. 100. 100. 20 10 0 -128.27 608.00 1970.00 ) ) ) ) .) -) ) ) ) .) *SECNO 42090.000 3301HV CHANGED MORE THAN HVIN8 3370 NORMAL BRIDGE, NAD= 2 MIN ELTRD- 3470 ENCROACHMENT STATION~m 1390,0 529.70 l'~X ELLC= 528.60 1960.0 TYPE' I TARGET= U~ FACE RADIO RD SECT W26 570.000 42090.00 11.21 532.21 0.00 7900. 4095. 2740. 1065. 2.41 3.71 6.30 3.64 0.007918 40. 40. 40. 531.74 532.56 0.35 0.51 0.06 522.30 1104. 434. 293. 2374. 518. 523.00 0.065 0.045 0.060 0.052 521.00 1390.00 2 0 0 -160.72 570.00 1960.00 *SECNO 42170.000 SECNO DEPTH CWSEL CRXWS WSELK EG G GLOB GCH QROB ALOB ACH TIME VLOB VCH VROB XNL INCH SLOPE XLOBL XLCH XLOSR Il'RIAL XDC 3470 ENCROACHMENT STATIONS= 1200.0 2210.0 TYPE= pRoFILE SECTION BB -- SURVEY SECTION 27 11.93 532.63 0.00 531.95 532.69 3710. 740. 3450. 2557. 212. 1.45 3.50 1.72 ' 0.065 0.045 80. 80. 80. 2 0 42170.00 7900. 2.42 0.000464 HV HL AROB VOL XNR N[:J lCONT CORA~ OLOSS BA;~K ELEV TNA LEFT/RIGHT ELIIIN SSTA TOPNID ENDST I TARGET= 1010.000 0.05 0.10 0.03 522.00 2011. 2380. 520. 522.50 O. 060 0.052 520.70 1200.00 0 0.00 1010.00 2210.00 I TARGET- *SECNO 44200.000 3470 ENCROACHMENT STATIOr~- 1620.0 2200.0 TYPE- PROFILE SECTION CC - SURVEY SECTION 28 44200.00 9.18 534.08 0.00 533.57 534.60 0.32 1.77 580.000 "'1 .... I 1 ......I I wi 1 ) ) #SECNO 45820. 3470 ENCROACI'a'IENT STATZON~" 1774.0 2404.0 TYPE= PROFILE ~ECTION OD - SURVEY E~CTION 2~ 45820.00 7.80 53~.60 0.00 539.0t 53~.91 7900. 3814. 1447. 2639. 1128. 196. 2.60 3.38 7.38 3.57 0.065 0.045 0.003623 1400. 1620. 1000. 4 0 I TARO/T- 630.000 0.31 5.29 0.02 533.00 740. 2559. 565. 533.10 0.060 0.052 531.80 1774.00 0 0.00 630.00 2404.00 ) ) ) ) *SECNO 47450.000 3470 ENCROACHMENT STATIONS- 1980.0 2400.0 ~YPE- PROFILE SECTION EE - SURVEY SECTION 30 47450.00 12.02 544.12 0.00 543.33 544.54 7900. 4962. 1726. 1212. 1422. 205. 2.68 3.49. 8.44 4.87 0.065 0.045 0.003204 1250. 1630. 1350_ 3 0 I TAROET- 420.000 0.42 4.60 0.03 535.80 249. 2617. 580 535.40 0.060 0.052 532.10 1980.00 0 0.03 420.00 2400.00 eSECNO 47540.000 3470 ENCROACHMENT STATIONS" 47540.00 7900. 2.68 0.003268 990.0 1591.0 IO0'DS COUNTY LINE RD 13.00 544.20 0.00 543.~ 2744. 5156. O. 1202. 2.28 7.34 0.00 0.065 10. 90. 200. 2 *SECNO 47640.000 3301 HV CHANOED MORE THAN I'IVIN~ SECNO DEPTH CWSEL CRIWS G GLOB GCH GROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR TYPE" 544.78 703. 0.045 0 I TAROET- 601.000 0.57 0.19 0.05 542.30 O. 2619. 581. 100000.50 0.060 0.052 531.20 990.00 0 0.00 601.00 1591.00 W~ELK EG H¥ HL OLOSS BANK ELEV ALOB ACH' AROB VOL TNA LEFT/RIGHT XNL XNCH XNR NFN ELIIIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NORMAL BRIDOE, NRD- 2 MIN ELTRD= 3470 ENCROACHMENT STATIONS- 645.0 DS FACE COUNTY LINE RD, 47640.00 14.25 544.95 0.00 7900. 5614. 1323. 963. 2.70 1.75 1.97 1.76 0.001024 100. 100. 100. 541.70 MAX ELLC= 540. 40 1755.0 TYPE= I TARGET- 1110.000 PROFILE ~ECTION FF - SURVEY SECTICit 31 543.95 545.00 0.05 0.17 0.05 3205. 672. 547. 2626. 583. 0.065 0.045 0.060 0.052 530.70 2 0 0 -122.61 1110.00 541.80 541.70 645.00 1755.00 aSECNO 47670.000 3370 NORMAL BRXDQE, NRD" 2 MIN ELTRD" 541.70 MAX ELLC= 540.40 ! I I I I 47670. 14. 27 ~4,4.97 O. O0 7900. S77'7. 14~. 702. 2.70 1.88 2. 11 1.90 0.001170 30. 30. 30. *SECNO 47720.000 3470 ENCROACHMENT 8TATZONS- 750.0 50'U8 COUNTY LINE RD L'I I ~# 99 ~4"~. 03 ~. ??. 675. O. 065 O. 045 2 0 1622.0 TYPE= I i I 0.0~ 0.03 O0 370. 2629. ,3 0.060 0.052 530.70 0 -122.74 1018.00 I TARQEI- 872.000 47720.00 13.96 544.96 0.00 543.99 545.12 0.16 0.05' 0.03 7900. 4256. 3483. 160. 2577. 779. 99. 2634. 58q. 2.71 1.65 4. 47 1.62 0.065 0.045 0.060 0.052 531.00 0.001028 50. 50. 50. 2 0 0 0.00 g72.00 *SECNO 483~0.000 3470 ENCRQACHMENT 8TATXONS- 2130.0 2'370.0 TYPE= PROFXLE SECTXON O0 - SURVEY SECTXON 32 I TAROET= 240.000 48350.00 10.15 545. 55 0.00 544.60 545.88 0.33 0.71 0.05 7900. O. 6582. 1318. O. 1347. 43~. 2669. 592. 2.74 0.00 4.89 3.00 0.065 0.045 0.060 0.052 535.40 0.001420 600. 630. 300. 2 0 0 0.00 240.00 541.60 541.70 ~702.00 542.10 542.00 750.00 1622.00 543.40 539.10 2130.00 2370.00 HEC2 RELEASE D~TED NOV ?& UPDATED AUG1977 ERROR ¢ORR - 01,02 MODIFICATION - 50, 51, ~t'~, ~3 NOTE- ASTERISK (~) ATi LEFT OF CROSS-SECTION NUMBER GRAPEVINE CREEK 100 YR SUMMARY PRINTOUT SECNO CWSEL 2500.000 435.31 2500.000 435.99 4930.000 436.92 4930,000 437.70 3030.000 436.97 5030.000 437.75 5070.000 437.00 5070.000 437.78 5150.000 437.04 5150.000 437.84 8950.000 439.77 8950.000 440.52 11300.000 444.90 11300.000 445.75 14170.000 453. 92 14170.000 454.68 ,15350.000 457.53 15350.000 458. 16 13440.000 458.27 * 15440,000 459.08 15470.000 458. 38 15470.000 459.24 15520.000 458. 29 13520.000 4~9. 24 15600.000 458. 75 15600.000 459. 55 D I FKWS O. O0 O. 68 O. O0 O. 78 O. O0 O. 78 O. O0 O. 79 O. O0 O. 80 O. O0 O. 76 O. O0 O. 85 O. O0 O. 76 O. O0 O. 63 0.00 O. 82 O. O0 O. 86 0.00 O. 96 0.00 0.80 ! I INDICATES MESSACE IN SUMMARY OF ERRORS LIST EO DIFEO TOPWID VCH SSTA STENCL STCHL 435.38 0.00 ~501.08 3.80 6684.92 0.00 11278.00 436.08 0.70 2130.00 4.00 10050.00 10050.00 11278.00 436.95 0.00 3687.68 2.10 58~3.74 0.00 9500.00 437.74 0.79 1714.00 2.28 7850.00 7850.00 9500.00 436.99 0.00 4588.46 2.10 5~8.23 0.00 95~0.00 437.80 0.80 1690.00 2.49 7850.00 7850.00 9520.00 437.02 0.00 4549.30 2.23 5904.17 0.00 9520.00 437.83 0.81 1690.00 2.58 7850.00 7850.00 9520.00 437.06 0.00 3681,15 2.19 5900.00 0.00 9500.00 437.88 0.81 1814.00 2.23 7750.00 7750.00 9500.00 439.82 0.00 2411.21 3.07 1141.84 0 O0 2276.00 440.61 0.79 1359.00 3.42 1660.00 1660.00 . 2276.00 445.20 0.00 1117.13 6.17 1019.99 0 O0 1986.00 446.11 0.91 830.00 6.58 1250.00 1250.00 1986.00 454.27 0.00 722.43 6.44 1426.52 GOO 1782.00 455.10 0.83 470.00 6.74 1600.00 1600.00 1782.00 458.37 0.00 597.41 9.11 1463.14 0,00 1527.00 459.02 0.65 350.00 9.01 1500.00 1500.00 1527.00 458.88 0.00 141.00 6.28 1125.00 0.00 1125.00 459.64 0.75 147.00 5/96 1125.00 1125.00 1125.00 458.98 0.00 141.00 6.~3. 1125.00 0.00 1125.00 459.79 0.81 147.00 5.96 1125.00 1125.00 1125.00 459.25 0.00 654.66 8.78 1386.35 0.00 1527.00 460.04 0.79 310.00 7.98 1470.00 1470.00 1527.00 459.70 0.00 126.00 782 1321.00 0.00 1321.00 460.46 0.76 129.00 7.65 1321.00 1321.00 1321.00 8TCHR STENCR ENOST 11344.00 0.00 12186.00 11344.00 12180~.00 12180,00 9564.00 0.00 9581.42 9564.00 9564.00 95&4.00 9540.00 0.00 1048~. 70 9540.00 9540.00 9540.00 9540.00 0.00 10453.47 9540.00 9540.00 9~40. O0 9564.00 ~ O0 9581.15 9564.00 9564.00 9564.00 2348.00 0.00 3553.05 2348.00 3019.00 3019.00 a062.00 0.00 2137.1~ 2062.00 2080.00 2090.00 1847.00 0.00 2168.74 1847,00 2070.00 2070.00 1588.00 0.00 2060.55 1588.00 1850.00 1850.00 1272.00 0.00 1272.00 1~72.00 1272.00 1~7~.00 1272.00 0.00 1272.00 1272.00 1~72.00 1~7~.00 1608.00 0.00 2041.00 1608.00 178000 1780.00 1450.00 0.00 1450.00 1450.00 1450.00 1450.00 15610.000 15610.000 15660.000 16480.000 16480.000 17600.000 17600.000 18500.000 18500.000 18570,000 18570.000 18600.000 18600.000 F18650.000 18650.000 * 20540.000 20540.000 -' 22600.000 22600.000 25370.000 25370.000 23470.000 25470.000 25500.000 25500.000 25550.000 25550.000 26880.000 26880.000 27400.000 27400.000 27540.000 27540.000 27570.000 27570.000 27620.000 27620.000 458.86 459.67 459.73 460.55 460.45 461.08 462.06 462.95 465.38 465.93 465.08 465.96 466.09 466.98 468.49 469.30 471.38 472.35 479.03 479.80 486.73 487.52 487.24 488.19 488.05 488.73 488.76 489.17 491.23 491.83 494.03 494.57 494.24 495.00 494.43 495.14 494.65 495.21 u,JFKW~ 0.00 0.81 0.00 0.82 0.00 0.63 0.00 0.89 0.00 0.56 O. O0 O. 88 O. O0 O. 89 O. O0 0.81 O. O0 O. 97 O. O0 O. 77 0.00 O. 78 O. 92 0.00 O. &8 0.0,0 0.41 O. O0 O. 60 O. O0 0.54 O. O0 O. 77 0.0,0 0.71 O. O0 O. 55 I ~.,, J 4~,9. 8. 460. 58 460. 02 460.77 460. 69 461.46 462.92 463.77 466.38 467.27 467.40 468.28 468. 41 469.30 468.78 469.67 472. ~ 480.02 48O. 88 488.82 488. aa 489.39 489.21 489.82 489.43 490.03 493.02 493.71 494.84 495. 50 495. 50 496.01 495.70 496. 17 495.96 496. 46 0.00 O. 78 O. O0 O. 75 O. O0 O. 77 O. O0 O. 84 O. O0 O. 89 O. O0 O. 88 O. O0 O. 89 O. O0 O. 89 O. O0 O. 95 O. O0 O. 86 O. O0 O. 85 O. O0 O. 73 O. O0 0.61 O. O0 O. 59 O. O0 O. 69 0.00 O. 67 O. O0 O. 51 0,00 O, 47 O. O0 O. 50 .J~'WI- 126.00 822.72 690.00 753.73 420.00 764.69 420.00 642.96 268,00 120.00 120.00 120.00 120.00 778.13 415.00 546.42 249.00 399.2O 197.00 394.03 205.00 268.33 120.00 390.09 120.00 467.51 215.00 258.27 96.00 590.93 415.00 429.89 341.56 429.35 343.38 468.7~ 432.00 7.79 7.65 5.93 5.27 5.16 5.97 8.81 8.40 9.60 10.43 12,21 12.21 12.21 12.21 5.83 6.22 10.26 9.95 9.69 9.79 9.86 9.87 9. 59 8.79 8.73 8.39 7.69 8.27 11.12 11.15 8.37 8.71 9.3{ 8.43 9.35 8.49 10.15 9.86 1~...oo 0.00 1~21.00 14~0.00 1321.00 1321.00 1321.00 1450.00 140e. 46 0.00 1518.00 1579.00 1470.00 1470 O0 1518.00 1579.00 1377.56 0.00 1634.00 1722.00 1560.00 1560.00 1634.00 1722.00 1107.01 0.00 1535.00 1610.00 1270,00 1~70.00 1535.00 1610.00 1368.84 0.00 1805.00 1868.00 1600.00 16GO. O0 1805.00 1868.00 1700.00 0,00 1700.00 1820,00 1700.00 1700.00 1700.00 1820.00 1700.00 0,00 1700.00 1820.00 1700,00 1700,00 1700.00 1820.00 1325.18 0.00 1805.00 1868.00 1520.00 1520.00 1805.00 1868.00 1149.43 0.00 1508.00 1579.00 1330.00 1330.00 1508.00 1579.00 11~3.49 0.00 1397.00 1447.00 1~50.00 1250.00 1397.00 1447.00 1839.65 0.00 1900.00 1973.00 1878.00 1878.00 1900.00 1973.00 1662.7& 0.'00 1700.00 18~0.00 1700.00 1700.00 1700.00 1820.00 1591.57 0.00 1700.00 1820.00 1700.00 1700.00 1700.00 1820.00 1831.04 0.00 1900.00 197300' 1850.00 1850.00 1900.00 197300 1713.06 0 O0 1750.00 1~26.00 1740.00 1740.00 1750.00 1026.00 1430.01 0.00 1926.00 1972.00 1585.00 1585 O0 1926.00 19~2.00 1488 66 0.00 1950.00 2078.00 1615,00 1615.00 1950.00 2078.00 1488.92 0.00 1950.00 2078.00 1610.00 1610.00 1950.00 2078.00 1437.33 0.00 1926.00 1992.00 1560.00 1560.00 1e26.00 1992.00 lSTr" ! O. O0 1450. O0 0.00 2160. O0 O. O0 1980. O0 O. O0 1690. O0 O. O0 1868. O0 O. O0 1820. O0 O. O0 1820. O0 O. O0 1935. O0 O, O0 1579. O0 O. O0 1447. O0 O. O0 2083. O0 O. O0 1820. O0 O. O0 1820. O0 O. O0 2065. O0 O. O0 1836. O0 O. O0 2000. O0 O. O0 2078. O0 O. O0 2078. O0 O. O0 1992. O0 ~T 1450.00 1450.00 2229.18 2160.00 2131.30 1980,00 1871.70 1690.00 2054.18 1868.00 1820.00 1G20.00 1820.00 1820.00 2103.31 1935.00 1695.85 1579.00 1~92.69 1447.00 2233.69 2083.00 1820.00 1981.66 1820.00 22~0.55 2065.00 1~71.34 183600 2020.~4 2000.00 2056.44 2057. 72 2055.43 2057.&1 2016.71 1992.00 Is ,_! 30130 000 30130.000 30190.000 30190~000 30200.000 30200.000 30250.000 30230.000 31310.000 31310.000 31480.000 31480.000 31500.000 31500.000 31550.000 31550.000 34730.000 34730.000 37100.000 37100.000 38200.000 38200.000 38380.000 38380.000 38420.000 38420.000 38500.000 38500.000 38580.000 38380.000 38620.000 386~0.000 38670.000 38670.000 39720,000 39720.000 41180.000 41180.000 502. 87 503. 48 503. 52 502.87 503. 73 `504.37 504.74 ,506. 29 506.95 506. 54 507. 16 506.71 507.33 507. 60 508. 20 513. 68 514.06 `520. 74 521.27 `522. `57 523. 18 522. 55 523. 14 522. `57 523. 17 322.84 523. 36 523. 09 523. 63 523. 12 523. 68 523. 40 523. 79 525.89 ,526.62 528. 68 `529. 56 0.00 0.6:~ 0.00 O. 94 0.00 O. 86 O. O0 0.37 O. O0 O. 67 0.00 0.63 O. O0 O. 63 O. O0 O. 60 O. O0 0.38 0.00 O. 52 O. O0 O. &! 0.00 O. 59 O. O0 0.60 0.00 O. 0.00 O. 54 0.00 O. 55 0.00 0.39 0.00 O. 73 0.00 O. 68 I 503. 504. 504. 505. 504. 505. `504. 505. 506. 507. 507. ,508. 507. ,508. 507. 508. 514. 515. 521. `521. 522. 523. 523. 523. 523. · 52.3. 523. 524. 523. 524. 523. 524. 524. ,524, 526. ,527. `528. 529. 0.00 O. 79 0.00 O. 64 O. O0 0.61 O. O0 O. `58 O. O0 O. 68 O. O0 O. 63 O. O0 O. 63 O. O0 O. 62 O. O0 O. `58 O. O0 O. 58 O. O0 O. 67 O. O0 O. 7q O. O0 O. 70 O. O0 0.71 O. O0 O. 70 O. O0 O. 63 O. O0 O. 67 O· O0 0.81 O. O0 O. 93 toPw. ! 279.80 122.00 91.75 93.22 92.19 356.29 127.00 432.38 225.35 1i8.89 119.16 118.~6 119.23 520.37 287.11 431.68 194.00 715.20 300.00 761.32 400.00 1124.76 324.06 1083.55 223.72 I0&7.02 200.00 987.6& 200.00 954.11 232.81 1047.47 190.00 888.14 403.00. 2040.33 600.00 9.41 9.79 10.93 10.03 10.64 9.8"I 7.83 8.47 7. 19 6.8'-~ 8. 07 8.07 8.07 8.07 6. 19 6.0'3 11. 1`5 11.38 7.85 7. 70 4.63 5.17 8.85 8.84 9. 04 · 8.92 9.11 9. 46 9.46 9.62 9.61 9.17 9.20 9.94 8.01 8. 10 3.88 4. 48 1~ .89 2100.00 2154.00 21`54.00 2154.00 2134.00 1942.83 2095.00 1481.60 1690.00 1796.11 1795.84 179&.04 1795.77 1395.50 1630.00 1364.85 1586.00 1934.42 2050.00 240504 2525.00 2643.51 2650.00 2643.80 2650.00 26~3.92 2670.00 26~4.49 2670.00 2644.73 2630.00 2644.06 2675.00 1304.98 1392.00 8`50.96 2010.00 1stet'__ I . _IlL 'ITcH~ I ste I Isr o. oo 218o. oo 2222.00 o. oo 2100.00 2180.00 2222.00 2222.00 2222.00 0.00 2138.00 2=63.00 0.00 2252.75 2135.00 2138.00 2263.00 2263.00 2254.22 0.00 2133,00 2263.00 0.00 2253.19 2138.00 2138.00 2263.00 2263.00 2254.55 o. oo 218o. oo 2=22.00 o. oo 2297.12 20?5.00 2180.00 2222.00 2222.00 2222.00 0.00 1863.00 1920.00 0.00 1913.98 16~0.00 1863.00 1920.00 1920.00 1915.35 0 O0 1795.00 1915.00 0.00 1~15.00 17~3. G0 179`5.00 1915.00 1915.00 1915.00 0.00 1793.00 1915.00 0.00 1913.00 1793,00 1775.00 1913.00 1913.00 1913.00 0.00 18~3.00 1920.00 0.00 lq15.~7 1630.00 1863.00 1920.00 1920.00 1917.11 0.00 158&.00 1&28.00 0.00 199&53 15~b O0 1586.00 1628.00 178000 1780.00 0.00 2227.00 2238.00 0.00 2841.75 ~050.00 2227.00 2238,00 2350.00 2350.00 0.00 2750.00 2775.00 0.00 31&5.37 2323.00 2750.00 2775.00 0.00 2740.00 2784.00 0.00 4438.30 26a0.00 2740.00 2784.00 3500.00 3500.00 0.00 27~0.00 2784.00 0.00 4418.37 2~0.00 2740.00 2784.00 3400.00 2C83.72 0.00 2740.00 2784.00' 0.00 4410.37 2~70.00 2740.00 2784.00 2870.00 2870.00 0.00 2740.00 2784.00 0.00 4371.98 ~670 O0 ~740.00 2704.00 ~870.00 2870.00 0.00 2740.00 2784.00 0.00 4355.75 2650 O0 2740.00 2784.00 339000 2882.81 0 O0 2740.00 2784.00 0.00 4400.91 2b75.00 274000 2784.00 286500 28~5.00 0,00 1713.00 172&.00 0.00 2193. 12 159~ O0 1713.00 1726.00 1995.00 1~95.00 0.~0 2536.00 255200 0.00 2891.29 =010.00 253~.00 2552.00 2510.00 2~I0.00 4195O. 000 41950. 000 42050.000 42050.000 4209O. 00O 42090.000 42170.000 42170.000 44200.000 44200.000 45820.000 43820.000 47450.000 47450.000 47540.000 47540.000 47640.000 47640.000 47670.000 47670.000 47720.000 47720.000 48350.000 48350.000 529. 67 530. 59 530.90 531.09 ~31.7~ 532.21 531.95 ~32.&3 533.57 534.08 539.01 539.60 543.33 544.12 543.39 544.20 543.95 ~43.99 ~44.97 ~43.99 544.96 544.60 545.55 ~FK~ 0.~ 0.92 0.20 0.00 O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. O. I t i 530. 1, 530. 94 531.50 532, 00 531.89 47 ~32. 56 O0 531.99 69 ~32.69 O0 533. 89 51 534.60 O0 539.30 59 539.91 O0 543. ~2 79 ~44. ~4 O0 ~43. 76 81 ~44.78 O0 543.9V . O0 54~. O0 O0 544.03 98 545.03 ~ 544. 12 97 54~. 12 O0 544.87 94 54~. 88 0.00 O. 83 0.00 O. 50 O. O0 O. 67 O. O0 O. 70 O. O0 0.71 O. O0 O. 61 .0.00 t. 02 0.00 t.01 0. 00 1.01 O. O0 1. O0 O. O0 1. O0 O. O0 t. 00 1045.92 510.00 1326.02 608.00 1749.51 570.00 1975.47 1010.00 1562.41 580.00 1393.09 630.00 1349.08 420.00 1880.44 601.00 2095.88 1110.00 2104.91 1018.00 2043.38 872.00 1171.40 240.00 9.02 7.69 8. 76 9.94 4. 75 6.30 3.55 3.30 7.04 7.98 7.86 7.38 6.73 8.44 6. 56 7.34 2.12 1.97 2.07 2.11 4.32 4. 47 4. 72 4.89 ~..78 0.00 1435.00 1435.00 9~2.76 0 O0 1362.00 1362.00 829.29 GOO 1390.00 1390.00 774.13 1200.00 1200.00 1439.50 0.00 1&20.00 1620.00 1274.39 0.00 1774.00 1774 00 1333.84 0.00 1980.00 1980.00 237.75 0.00 · 90.00 q~O00 100.69 0.00 645.00 645.00 94.41 0.00 684.00 684.00 137.22 0.00 750.00 750.00 1436.38 0.00 2130.00 213000 1791.00 1791.00 1788.00 1788.00 1788.00 1788.00 1791.00 1791.00 1740.00 1740.00 2160.00 2160.00 2349.00 2349.00 1511.00 1511.00 1511.00 1311.00 1511.00 1511.00 1511.00 1511.00 2130.00 2130.00 ! ste ! 1810.00 0.00 1810.00 1945.00 1834[00 0.00 1834.00 197000 1834.00 0.00 1834.00 1~60.00 1810.00 0.00 1810.00 2~10.00 178&.00 0.00 1786,00 2200.00 2187.00 0.00 2187.00 2404.00 ~369.00 0.00 ~369.00 2400.00 ]591,00 0.00 1591.00 1591.00 1591.00 0,.00 1591.00 1755,00 1591.00 0.00 1591.00 1702.00 15ql. O0 0.00 1591.00 1622,00 ~300.00 0.00 2300.00 2370.00 ~T 2091. 17 lC/45. O0 2248.78 1970. O0 2578.80 1960. O0 2749. &O 2210. 00 3001.91 2~00. O0 2~67. 49 2404.00 2682. 92 2400. O0 2131, 13 1,591. O0 21 c~6. 57 1755. O0 2199. 32 1702. O0 162~, O0 2607. 77 237b. O0 SECNO CUSEL DZFKNG D]FEG TOPM[D 2500.000 435.31 0.00 0.00 2500. 000 435. 99 0.68 0.70 2130.00 4930. 000 436.92 0.00 0.00 3687.68 4930.000 437.70 0.78 0.79 1714.00 5030.000 436.97 0.00 0.00 4588.46 5030.000 437.75 0.78 0.80 1690.00 5070.000 437.00 0.00 0.00 4549.30 5070.000 437.78 0.79 0.81 1690.00 5150.000 437.04 0.00 0.00 3681.15 5150.000 437.84 0.80 0.81. 1814.00 8930.000 439.77 0.00 0.00 2411,21 8930.000 440.52 0.76 0.79 1359.00 11300.000 444:90 0.00 0.00 1117.13 11300.000 445.75 0.85 0.91 830.00 · 14170.000 453.92 0.00 0.00 722.43 14170.000 454.68 0.76 0.83 470.00 15350.000 457.53 0.00 0.00 597.41 15350.000 458.16 0.63 0.65 350.00 15440.000 458.27 0.00 0.00 141.00 15440.000 459.08 0.82 0.75 147.00 15470.000 458.38 0.00 0.00 141.00 15470.000 459.~4 0.86 0.81 147.00 15520.000 458.~9 0.00 0.00 654.66 15520.000 459.24 0.96 0.79 310.00 15600.000 458.75 0.00 0.00 126.00 15600.000 459.55 0.80 0.76 129.00' 15610.000 458.~b 4.00 0.00 126.00 15610.000 459.67 0.81 0.78 129.00 15660.000 459.73 0.00 0.00 822.72 15660.000 460.~5 0.82 0.75 690.00 16480.000 460. 45 0.00 0.00 753.73 16480.000 461.08 ~1,~?0.63 0.77 420.00 17600.000 462.0644,1,0~0.00 0.00 764.69 17600.000 462.95d~,,~,~ 0.89 0.84 420.00 18300000 465,38~ 0.00 0.00 642.96 18500.000 465.93j~,~,o~ 0.56 0.89 268.00 ~t. OB 6028.54 4571.62 8553.96 8362.03 8857.75 9238.90 8867.81 9220.50 8517.26 8396.46 3682.26 3542.78 6025.82 5625.64 2452.74 2109. 51 342.73 225.53 0.00 0.00 0.00 0.00 717.82 ' 767. 78 0.00 0.00 0.00 0.00 346.61 364.77 1732.14 973. 51 ~592.06 2716.32 2801.13 2768.37 ! I QCH 2131.06 ~420.91 1131.40 1337.97 356.26 461.10 379.3~ 479.50 1168.79 1303.~4 1274.57 1605.02 3216.8~ 3849.4~ 4500.~8 5041.~4 674~.84 7012.17 11000.00 11000. C0 11000.00 11050.00 8748. 76 8574.67 11000.00 11000. C0 11000. C0 110~0.00 4818.37 5678.85 6905.~8 8265.48 8449.8:3 7980,11 9031.63 1540.39 2707.46 14.63 0.00 485.9~ 0.00 452.87 0.00 13.95 0.00 4743.17 4552.20 457.32 224.92 4046.68 3912.43 3762.30 0.00 0,00 0,00 0.00 1533.42 1652.55 0.00 0.00 0.00 0,00 5530.10 5816.86 3589,01 3121.21 942.47 633.86 1018,76 0.00 DEPTH 13.11 13.79 11.92 12 70 11.47 11.40 12.18 11.84 12.64 12 67 13.42 9.90 1073 14.1~ 14.~8 16.23 16.86 18.57 19.38 18.68 1~.54 16.99 17.94 17.15 17.95 17.2~ 1607 18 O3 1~.85 17.75 18.38 17,0~ 17.95 18 58 19.13 ! ! PERENC 0.00 2130.00 0.00 1714.00 0.00 1690.00 0.00 1690.00 0.00 1814.00 0.00 1359.00 0.00 830.00 0.00 470.00 0.00 350.00 0,00 147.00 0.00 147.00 0.00 310.00 -0.00 129.00 0,00 129.00 0.00 690.00 0.00 420.00 0.00 4~0.00 0.00 268.00 Vt. OB 1.10 1. 58 O. 95 1.28 1.08 1. 59 1, 13 1.62 O. 97 1.24 1, 57 1. 99 3.11 3.14 2. 60 3.06 2.39 2.61 O. O0 O. O0 6. oo O. O0 2.18 2. 87 O. O0 O. O0 O. O0 O. O0 1. 37 1, 74 1.82 2.28 2.61 2. 58 3. 41 I ! VCH 3.80 4.00 2.10 2.28 2.10 2.49 2.23 2.58 ~.19 2.23 3.07 3.42 6.17 6.58 6.44 6.74 9.11 9.01 5.96 6.~ 5.96 8. 78 7.98 7.82 7.65 7.79 7.63 5.93 5.27 5.16 5.97 8.81 8.40 9.60 10.43 VROB 1,34 1.58 0.62 0.00 0.61 0.00 O.&2 0.00 0.63 0.00 1.71 2.10 ~ 8~ 3.36 3.20 3.59 3.00 3.36 0.00 0.00 0.00 0.00 I ~4 2.56 0.00 0.00 0.00 0,00 2.05 1.99 1.96 2.36 1.88 2.32 2.36 0.00 I u. I t~ ~ ! D~ ! ho bu~c 1 . ! 1807U. 000 46S. Oa 0.00 O.O~ 120.00 0.00 11e')0.00 1857O. 000 465.96 o. ee o. ee 12o. oo o. oo 118oo. co 18600.000 466.09 0.00 o. oo 120.00 o. oo 11800.00 18600.000 466. ee 0.89 0.89 120.00 0.00 11800.00 18650.000 468.49 0.00 0.00 778.13 4296.2? 5738.80 ~86~-*~.~ 469..~0 0:81 ~0..~9~ 41~700 439=,'J~90 6437 65 20540.000 471.38 0.00 0.00 546.42 1822.50 960-1.48 20540.000 472.35 0.97 0.95 249.00 1797.55 10002.47 22600.000 479.03 0.00 0.00 399.20 3495.83 75&3.82 22600.000 479.80 0.77 0.86 197.00 3782.36 8017.6~ 25370.000 486.73 0.00 0.00 394.03 894.86 9481.08 25370.000 487.52 0.78 0.85 205.00 506.44 10043.87 25470.000 487.24 0.00 0.00 268.33 2.77 11774,19 25470.000 488.19 0.95 0.73 120.00 0.00 11800.00 25500.000 488.05 0.00 0.00 390.09 95.68 11559.27 25500.000 488.73 0.68 0.61 120.00 0.00 11800.00 25550.000 488.76 0.00 0.00 467.51 1041.85 8414. Eg 25550.000 489.17 0.41 0.59 215.00 1150.46 9299.21 26880.000 491.23 0.00 0.00 258.27 349.47 11023.61 26880.000 491.83 0.60 0.69 96.00 205,74 11559.13 27400.000 494.03 0.00 0.00 590.93 2744.20 7511.49 27400.000 494.57 0.54 0.67 415,00 2250.7~ 8122.47 27540.000 494.24 0.00 0.00 429.89 737.92 9762,08 27540.000 495.00 0.77 0.51 341.56 1022,64 9477.36 27570.000 494.43 0.~)0 0.00 429.35 733.09 9766.90 27570.000 495.14 0.71 · 0.47 343.38 1008.01 9491.9; 27620,000 494.65 0.00 0.00 468.75 1842.56 8451,91 27620.000 495.21 0.55 0.50 432,00 1932.14 8567.86 30130.000 502,87 0.00 0.00 279.80 4734.76 5752.96 30130.000 503,48 0.62 0.79 122.00 4266.17 6233. E3 30190.000 502.58 0.00 O. OO 91.75 0.00 10500,00 30190.000 503.52 0.94 0.64 93.22 0.00 10500.00 30200.000 502.87 O. O0 0.00 92.19 0.00 10500.~0 30~00.000 503.73 0.86 0.61 93.55 0,00 10~00.00 30250.000 504.37 0.00 0.00 356.29 5149.09 5247.84 30~50,000 504.74 0.37 0.5~ 127.00 4696.50 31310.000 506.29 O. O0 0.00 432.38 6329.03 4170,97 31310.000 506.95 0.67 0.68 225.35 6261.58 4~8.42 O0 17.38 0.00 18.26 0.00 1~.29 0.00 1~.18 1763.93 ~0.~9 ~66 44 2i 80 373.02 18,78 0.00 19.75 740.36 20.43 0.00 21.20 1424.0b 17.43 1~49.69 18.22 23.04 18.64 0.00 19.59 145.05 19.35 0.00 20.03 ~3~3.~7 19.26 1350.33 19.67 526.92 1~.33 135.14 18.93 244.38 20.13 12681 20.67 0.00 19.24 0.00 20.00 0.00 19.23 0.00 19.95 205.52 19.15 0.00 1~.71 12.29 1~.17 0.00 1978 0.00 15.78 0.00 1~ 72 0.00 1&.07 0.00 1&.93 103.07 20.57 0.00 20.94 0.00 18.4~ 0.00 19.15 PL._.t .lob 0.00 0.00 120.00 0.00 ~.00 0.00 120.00 0.00 0.00 2.01 4i5 O0 2 4i ' 0.00 2.32 249.00 2.90 0.00 3.23 197.00 3.70 0.00 3.13 205.00 3.14 0.00 0.63 120.00 0.00 0.00 1.60 120.00 0.00 0.00 2.58 215.00 2.98 0.00 2.94 96.00 3.34 0.00 2.32 415.00 2.45 0.00 2.11 463.00 2.52 0.00 2.11 468.00 2.51 0.00 2.57 43~.00 2.79 0.00 4.73 12~.00 5.60 0.00 0.00 125.00 0.00 0.00 0.00 125.00 0.00 0.00 3.93 127.00 5.23 0.00 4.05 230.00 4.50 i 1221 1221 12.21 12.21 5.83 6.22 10.26 9.95 9.69 9.79 9.86 9.87 9. 59 8.79 8.73 8.39 7.69 8.27 11.12 11.15 8.37 8.71 9.34 8.43 9.35 8.49 10.15 9.86 9.41 9.79 10.93 10.03 10.64 9.84 7.83 8.47 7.19 6.89 O. O0 O. O0 O. O0 O. O0 1.85 2.29 1. 94 O. O0 m O3 O. O0 2 16 2 66 O. 95 O. O0 1. 57 O. O0 1. 97 2 51 2. ~4 ~. 77 2. 53 2. 53 O. O0 O. O0 O. O0 O. O0 2. ~3 O. O0 O. 80 O. O0 O, O0 O, O0 O. O0 O. O0 1.13 O. O0 O. 00- O. O0 31481 JO0 31480.000 3156o, ooo 31500.000 31550.000 31550,000 34730.000 34730.000 37100.000 37100.000 38200.000 38200.000 38380.000 38380.000 38420.000 3842O. 00O 38300.000 38500.000 38580.000 38580.000 38620.000 38620,000 38670.000 38670.000 39720.000 41180.000 41180.000 41950.000 41950.000 42050.000 42030.000 42090.000 42090.000 42170.000 42170.000 44200.000 44200.000 ~06.~4 ~07.16 ~06.7X ~07.33 507.60 508.20 513.68 514.06 520.74 521.27 522. 57 523.18 522.55 523.14 522.57 523.17 522.84 523.36 523.09 523.63 523.12 523.68 523.40 523.79 525.89 526.62 528.68 529.56 529.67 530.59 530,90 531.09 531.74 532.21 531.95 532.63 533.57 534.08 KW[: 0.00 O. 63 0.00 O. 63 O. O0 O. 60 O. O0 O. 38 O. O0 O. 52 O. O0 0.61 O. O0 O. 59 O. O0 O. 60 O. O0 O. 52 0,00 O. 54 0.00 O. 55 O. O0 O. 39 O. O0 O. 73 O. O0 0.88 0.00 O. 92 0.00 O. 20 0.00 O. 47 0.00 O. 69 0.00 0.51 O.G O. 63 0.00 O. 63 O. O0 O. 62 O. O0 O. 58 O. O0 O. 58 O. O0 O. 67 0.00 O. 70 O. O0 O. 70 0.00 O. 71 O. O0 O. 70 O. O0 O. 63 0.00 O. 67 0.00 0.81 O. O0 O. 93 0.00 O. 83 0.00 O. 50 0.00 O. 67 O. O0 O. 70 O. O0 0.71 118.~ 119.16 118.96 119.23 520.37 287.11 431.68 194.00 715.20 300.00 761.32 400.00 1124.76 324.06 1083.55 223.72 1067.02 200.00 987.66 200.00 954.11 232.81 1047.47 190.00 888.14 403.00 2040.33 600.00 1045.92 510.00 1326.02 608.00 1749.51 570.00 1975.47 1010.00 1562.41 580.00 0.00 O. O0 O. O0 O. O0 6613. 56 6536.89 152. 23 O. O0 5018. 08 5139.26 4976.31 5638. 93 3000. 61 3164. 67 30121. 37 3163. 67 3029.26 2880.67 3063. 18 2875.28 3075.43 3232.70 3038.23 2751.41 4684. 72 4340. 52 4629.87 5914.33 3032.03 3323.09 3032. 11 3152.56 3851.61 4095.02 3722. 14 3710.21 3296.41 3478. 51 I ' ! )u ~0500.00 O0 10500.00 0.00 10~00.00 0.00 10500.00 0.00 3885.43 0.00 3963.11 0.00 5009.06 5338.71 5300.48 5199.52 117/.03 5004.89 1197.75 4862.99 1130.56 5093.12 1342.57 4218.50 4026.59 417281 4247.49 3787.83 4077.67 4100.97 4261.11 3?75.22 4097.76 4072.98 4470.50 38.!8.83 4190.79 3946.03 44~8.41 3836.31 4228.16 5896.41 4261.45 3705.86 4121.24 40'i0.53 4625.90 3825.68 88'1.13 5631.14 970.82 5888.66 533.37 2736.76 699.78 1304.88 1382.66 3465.31 1314.30 3262.62 3276.42 1591.47 3805.70 941.73 1958.79 2089.60 2739.51 1065.47 704.32 3473.54 740.19 3-!49.60 2195.72 2407.87 2679.75 1741.74 18.54 19.16 18.71 19.33 19.40 20.00 14.68 15.06 14.44 14.97 11.77 12.38 11.15 11.74 11.07 11.67 11.04 11.56 10.89 11.43 10.82 11.38 11.00 11.3~ 8.89 9.62 9.28 10.16 8.~7 ~.79 9.90 - 10.09 10.74 11 21 11 25 11 93 8.67 9.18 rC O. O0 120. O0 O. O0 120. O0 O. O0 290. O0 O. O0 194. O0 O. O0 300. O0 O. O0 400. O0 O. O0 840. O0 O. O0 740. O0 O. O0 200. O0 O. O0 200. O0 O. O0 740. O0 O. O0 190. O0 O. O0 403. O0 O. O0 600. O0 O. O0 510. O0 O. O0 608. O0 O. O0 570. O0 O. O0 1010. O0 O. O0 580. O0 '0. O0 O. O0 O, O0 O. O0 3.38 3. 74 3. 02 O. O0 3.78 4.08 2. 4q 3.10 4. 76 4.94 4.85 4. 98 4.89 5.11 5.06 5. 18 5.14 5.01 4. 93 5.34 4. 28 4.97 1.41 ' 2. 19 3. 93 3. 48 3.38 4. 58 2.32 3.71 1.27 1.43 3. 73 4.88 !vc ! 8._7 8.07 8.07 8.07 6. 19 6. O0 11. 15 11 38 7.86 7. 70 4.63 5.17 8.85 8.84 9.04 8.92 9.11 9. '46 9.46 9.62 9.61 9.17 9.20 9. ~4 8.01 8.10 3.88 4. 48 9.02 7.69 8. 76 9. 94 4. 75 6.30 3. 55 3. 50 7.04 7.98 I O. O0 O. O0 O. O0 O. O0 O. O0 O. O0 4. 85 4. 35 5. 04 2. 78 3.35 3.28 5.13 3.43 5. 30 3. 49 5. 73 3. 83 5.81 3. 99 5. 43 3. 57 6.05 3. 79 4. 36 2.19 2. 82 4. 30 4.31 ~. 78 4. 67 2.35 3. 64 1. 42 I. 72 1. 7& 2.38 J 5I 45820. 45820. 47450. 47450. 47540. 47540. 47640. 47640. 47670. 47670. 47720. 47720. 48350. 48350. 000 539.01 000 539.60 000 543.~3 000 544.12 000 543.39 000 544.2O 000 543.95 000 544.95 000 543.99 000 544.97 000 543.99 000 544.96 000 544.60 000 545.55 0.~ 0.59 0.~ 0.79 0.~ 0.81 0.~ 1.00 0.00 0.98 0.~ 0.97 0.~ 0.94 o. o, 1:~3. 09 3?44.69 1415. O. 61 630. O0 3~14.25 1446. 0.00 1349.08 4517.00 1270. 1.02 420.00 4961.95 1726. 0.00 1880.44 2898.22 4183. 1.01 601.00 2744.04 5155. 0.00 2095.88 4954. 22 125¢. 1.01 1110.00 5613.86 1322. 0.00 2104.91 4964.18 1232. 1.00 1018.00 5776.60 1421. 0.00 2043.38 3650.93 3028. 1.00 872.00 4256.38 3483. 0.00 1171.40 182.22 5599. 1.00 240.00 0.00 6592. 27. 28 2638.88 2112. 33 1211.59 818.66 O. O0 1691.05 963.30 1703.38 701.72 1291.01 160. 12 2118 O0 1317. 58 ! ue,' ! 7.21 7.80 11.23 12.02 12.19 13.00 13.25 14.25 13.29 14.27 12.99 13.96 9.20 10.15 P k to: ! v i 0.00 2.98 7.86 630.00 3.38 7.38 0.00 2.18 6.73 420.00 3.49 8.44 0.00 1.65 6.56 601.00 2.28 7.34 0.00 1.57 2.12 1110.00 1.75 1.97 0.00 1.54 2.07 1018.00 1.88 2, 11 0.00 1.30 4.32 872.00 1.65 4.47 0.00 0.57 4.72 240.00 0.00 4.89 3.14 3. 57 2 94 4. 87 1. 53 O. O0 1, 50 1. 76 1. 48 1.90 1.24 1. 62 2. 62 3. O0 SUMMARY CAUTION CAUTION CAUTION CAUTION CAUTION CAUTION CAUTION OF ERROR8 SECNO-15440. O00 SECNO-42050. O00 SECNO-42050. O00 SECNO-420~O. O00 SECNO-420~O. O00 SE~NO-42050. O00 8ECNO"42050. O00 PROFILE' 2 PROFILE" 1 PROFILE- 1 PROFILE- 1 PROFILE- 2 PROFILE' 2 PROFILE" 2 20 TRI~LS ATTEMPTED TO BALANCE NSEL CRITICAL DEPTH ASGUMED PROBABLE MINIMUM SPECIFIC ENERCY 20 TRIALS ATTEMPTED TO BALANCE NSEL CRITICAL DEPTH ASSUMED PROBABLE MINIMUM SPECIFIC ENERq¥ 20 TRIALS ATTEMPTED TO BALANCE N~EL ! ! FLOODWA ATA, PROFZLE ,,0. 2 ! CREEK lO0 YR STATZON HXDTH (FT) FLOODWAY ~ECTION PIEAN AREA VELOC I TY ! I ! I ! ! W~TER SURFACE ELEVATZON HXTH HITHOUT DIFFERENCE FLOODHAY FLOODWAY 2500.000 2130. 5212. 1.9 436.0 435.3 0.7 4930.000 1714. 7118. 1.4 437.7 436.9 0.8 5030.000 1690. 5987. 1.6 437.8 437.0 0.8 5070.000 1690. 5862. 1.7 437.8 437.0 0.8 5150.000 1814. 7348. 1.3 437.8 437.0 0.8 8950.000 1359. 4417. 2,2 440.6 439.8 0.8 ~ 11300.000 830. 2443. 4.0 445.8 444.9 0.9"~: 14170.000 470. 2511. 4.4' 454.7 453.9 0.8 c , 13330.000 330. 1983. 5.5 458.1 457.5 0.6 15440.000 147. 1847. 6.0 459.1 458.3 0.8 15470.000 147. 1847. 6.0 459.3 458.4 0.9 15520.000 310. 1990. 5.5 459.3 458.3 1.0 15600.000 129. 1438. 7.6 459.5 458.7 0.8 15610.000 129. 1438. 7.6 459.7 458.9 0.8 15660.000 690. 4049. 2.7 460.5 459.7 0.8 16480.000 420. 2890. 3.8 461.1 460. 5 0.6 ~ 17600.000 420. 2321. 5.1 463.0 462.1 0.9 18500.000 268. 1678. 7.0 466.0 465.4 0.6 18570.000 120. 966. 12.2 466.0 465.1 0.9 18600.000 120. 966. 12,2 467.0 466.1 0.9 18650.000 415. 3279. 3.6 469.3 468.5 0.8 20540.000 249. 1625. 7.3 472. 4 471. 4 1.0 "~ 22600.000 197. 1841. 6.4 479.8 479.0 0.8 25370.000 205. 1650. 7.2 487.5 486.7 0.8 ., 25470.000 120. 1342. 8.8 488.2 487.2 1.0 25500.000 120. 1406. 8.4 488.7 488.0 0.7 25550.000 215. 2049. ~.8 489.2 488.8 0.4 26830.000 96. 1147. 10,4 491.8 491.2 0.6 27400.000 415. 1901. 5.5 494.5 , 494.0 0.5 ~- 27540.000 443. 1530. 6.9 495.0 '494.2 0.8 27570.000 448. 1519. 6.9 495.1 494.4 0.7 27620.000 432. 1561. 6.7 493.3 494.7 0.6 . 30130.000 122. 1399. 7.5 ' 503.5 502.9 0.6 30190.000 100. 1047. 10,0 503.5 502.6 0.9 30200.000 101. 1067. 9.8 503.8 502.9 0.9 30250,000 127. 1584. 6.6 ~04.8 504.4 0.4 31310.000 225. 2006. 5.2 507.0 506.3 0.7 31480.000 119. 1301. 8.1 507.1 506.5 0.6 31500.000 119. 1301. 8.1 507.3 506.7 0.6 31550.000 287. 2408. 4.4 508.2' 507.6 0.6 ~' 34730.000 194. 1309. 8.0 514.1 513.7 0.4 37100.000 300. 2379. 4.7 521.2 520.7 0.5 38200.000 400. 3336. 3.4 523.2 522.6 0.6 38380.000 840. 1859. 6.0 523.1 522.5 0.6 38420.000 224. 1824. 6.1 523.2 522.6 0.6 38500.000 200. 1709. 6.6 523.3 522.8 0.5 38580.000 200. 1682. 6.7 523.6 523.1 0.5 38620.000 233. 1792. 6.2 523.7 523.1 0.6 38670.000 190. 1614. 6.9 523.8 523.4 0.4 39720.000 403.* 2343. 4.8 526.6 525.9 0.7 ;~ ! ]' FLOODUA 4lA, PROFILE , d. 2 I I ! GRAPEVINE CREEK 100 YR STATION WXDTH (FT) FLOODUAY ------- HATER SURFACE ELEYAT~ON SE::CTZI:)N ~EAN WITH WXTHOUT DZFFEREIdCE AREA V~LOCZTY FLOOI~/~Y FLOODWAY 41180.000 600. 3313. 2.4 529.6 528. 7 0.9 41950.000 510. 1883. 4.2 530.6 529.7 0.9 42050.000 608. 1273. 6.2 531.1 530.9 0.2 42090.000 570. 1831. 4.3 532.2 531,7 0.5 42170.000 1010. 4779. 1.7 532.6 531.9 0.7 44200.000 580. 1781. 4.4 534.1 533.6 0.~ 45820.000 630. 2064. 3.8 539.6 539.0 0.6 47450.000 420. 1875. 4.2 544.1 543.3 0.8 ~ ~ 47540.000 601. 1905. 4.1 544.2 543.4 0.8 47640.000 1110. 4425. 1.8 544.9 543.9 1.0 47670.000 1018. 4124. 1.9 545.0 544.0 1.0 47720.000 872. 3455. 2.3 545.0 544.0 1.0 48350.000 240. 1786. 4.4 545.5 544.6 0.9 ~ ~ ! ! I ! ! ! ! HEC2 RELEASE DATED ~ 76 UPDATED AUgI977 ERROR CORR - 01,0~ MODIFICATION - ~0o ~1, ~, ~ I ! ! 1 ! THIS RUN EXECUTED 22 MAR 79 14: APPENDIX B EXISTING MODEL WITHOUT ENCROACHMENTS * gATER SURFACE PROFZLES * VERSXO# OF NOYENSER 1976 * UPDATED MARCH 1982 PLOTFZLE VERSION * RUN DATE 11 NOV 87 TZHE 10:Z4:~3 * U.S. ARMY CORPS OF ENGINEERS * * TME HYOROLOG[C ENGINEERING C~NTE~ * * ~09 SECOND STREET, S~ITE O * * DAVIS. CALIFORNIA 9561~ X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX AXXXX X X X XXXXX X X XXXXXXX ! ! I 11 NOV ~? 10:Z4:44 ! I I ! ! ! PAGE HEC2 RELEASE DATED NOV ?o UPDATED MARC 1982 ERROR CORR - 01,02,03,04,05 MODIFICATION - 50,51,52,53,54,55 THIS RUN EXECUTED 11 NOV 87 10:E4:44 C T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNT?, TEXAS FIS lO-YEAR DISCHARGE T2 EXTENOED FLOOD INSURANCE STUDY NO ENCROACHMENTS T3 GRAPEVINE CREEK FILt: NOMRXN1 NDM ENGINEERS 111101~7 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS q .S:L FQ O. 2. O. O. 0.000000 0.00 0.0 O. 45o.$80 0.000 J2 NPROF IPLOT PRFVS XSECV %SECH FN ALLOC IBW CHNIM ITRACE 1.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 VARIABLE CODES FOR SUMMARY PRINTOUT 150.000 0.000 0.000 O.OOO 0.000 0.000 0.000 0.O00 0.000 O.O00 J5 LPRNT NUMSEC NC ~4T *******eREQUESTED SECTION NUMBERS******** -10.000 0.000 0.000 0.000 O.000 0.000 0.000 0.000 0.000 0.000 0.070 0.070 0.050 0.100 0.300 0.000 0.0UO 0.00J O.O00 6900.000 9?00.000 11000.063 14200.000 16100.000 5170.000 O. OOJ THIS MODEL IS 8ASEO ON C. ANDERSON ENGRS. MODEL GRPROP FOR THE DENTON TAP RO. BRIDGE REPLACEMENT AND THE NEW MOORE ROAD BRIDGE FOR CITY OF COPPELL MASTER DRAINAGE PLAN. IT IS AN UPDATE OF THE EX[ST. 1979 FIS WITH 1986 EXIST. PROJECTS AND THE PROP. OENTON TAP ROD BRIDGE INCLUOEO AS HELL AS SUPPLEMENTAL CROSS SECTIONS AOOEO FROM TOPO MAPS. THE MOOEL ~ILL BE USED AS THE BASE MOOEL TO STUDY THE PROP. CREEKV~EW ADDITION a OENTON TAP RD. AND THE ST.L&SW RR. ON THE NORTHEAST CORNER. NATHAN O. MAIER ENGR5 FURNISHED CROSS SECTIONS 0.1~Oo2~0.3,0.5~1oO,2.O~3.0~4.0~SoO-AND 6.0 TAKEN FROM CITY OF COPPELL MAPS TO ANOERSON ENGINEERS TO ROOEL E~ISTING CONOITIONS AT THE CREEK VIEN SITE. DLJ & BDH 11110187 EXISTING CONDITIONS - NO ENCROACHMENTS 10~ 50~ 100~ & 500 YEAR FIS OISCMARGES PROFILE SECTION G - SURVEY SECTION ? 0.000 0.000 0.000 O.OOu Xl 15350.000 $6.000 1527,000 1588.000 1200.000 1300.000 1180.000 0.000 0.000 O.OOO GR 480.900 1000.000 475.000 1100.003 470.500 1200.000 46~.800 1249.000 459.100 1ZSS.O00 GR 458.300 1271.000 46Z.?00 1295.000 46Z.?OO 1300.000 460.000 1526.000 459.?00 1~44.000 GR 459.600 1352.000 459.600 1390.000 459.500 1426.000 459.800 1437.000 459.500 1450.000 GR 454.?00 1482.000 455.100 1500.003 454.B00 1527.000 4~1.400 1545.000 441.300 1569.000 ! I I 11 NOV ~7 10:~4:44 I I ! ! I '! ! GR 454.600 1588.000 454.?00 1000.000 454.100 1700.000 GR 456.?00 1898.000 ~56.900 1909.00U 457.000 1919.000 GR 456.500 2000.000 458.200 2100.009 461.500 2200.000 GR 481.100 Z500.000 0.000 0.003 0.000 0.000 453.100 455. 300 467.7G0 3.000 1800.000 1941.000 2300.000 O.OOO NC 0.000 0.000 0.000 0.303 0.500 0.000 O.OOO 0.000 BELT LINE ROAO - OOWNSTREAM SIDE PROFILE SECTION H - SURVEY SECTION ~ BELTLINE ROAD 455.600 455.200 474.000 0.000 0.000 ! PAGE 1949.0O0 2400.000 0.000 0.000 Xl 15440.000 38.000 1125.000 1272.000 25.000 350.000 90.000 0.000 O.OOd O.OOu x3 10.000 0.000 0.000 0.003 0.000 0.000 O.OOO 458.900 459.000 0.000 GR 480.900 058.000 470.500 ?58.000 463.800 807.000 463.500 829.000 402.700 553.000 &R 461.000 879.000 459.?00 897.000 459.600 943.000 45~.503 979.000 459.800 990.000 GR 459.?00 1000.000 460,500 1100.000 460.500 1125.0U0 457.200 1125.000 454.900 1156.000 GR 454.900 1137.000 450.000 1145.003 442.200 1160.000 439.700 1177.000 439.?00 1179.000 GR 441.100 1222.000 441,100 1224.00g 441.o00 1230.000 443.400 1240.000 450.100 124~.000 GR 450.100 1249.000 456.200 1270.000 457.400 1272.000 460.500 1272.000 460.509 1300.000 GR 460.200 1400.000 460.200 1461.009 460.200 1500.000 460.800 1600.000 462.500 1700.000 GR 464.600 1800.000 466.400 1900.000 409.100 2000.000 0.000 O.OOO 0.000 0.000 SB 1.050 2.413 2.500 0.000 57.000 6.000 184~.800 2.373 440.040 440.040 Xl 15470.000 0.000 0.000 0.009 30.000 30.000 30.000 0.000 0.000 0.000 x2 0.000 0.000 1.000 459.000 460.500 0.000 0.000 0.000 O.O00 0.000 x3 10.000 0.000 0.000 O.Ob3 0.000 0.000 0.000 458.900 459.000 O.OOO ~T -Z~.O00 658.000 480.900 0.000 758.000 4?0.500 O.OOO ~07.000 ~63.~00 0.000 8T O.OOO 829.000 463.500 O.OOO 853.000 46Z.700 O.O00 879.000 461.000 O.OOJ BT 0.000 897.000 459.?00 0.000 943.000 459.600 O.OOO 979.000 459.500 uT 0.000 990.000 459.800 0.000 1000.000 459.700 3.OOg 1100.000 460.509 0.000 BT 0.000 1125.000 400.500 458.900 1Z72.000 460.500 459.000 1300.000 460.500 0.000 BT 0.000 1400.000 460.200 O. OOO 1461.000 460.200 0.000 1500.000 460.200 0.000 BT 0.000 1600.000 460.800 0.000 1700.000 462.500 O.OUO 1300.000 464.000 0.000 BT 0.000 1900.000 466.400 O.OOg 2000.000 469.100 O.OOO 0.000 O.OOg O.OOO 0.000 459.100 459.700 455.200 0.000 0.000 1249.000 1323.000 lo0~.000 0.000 Xl 15520.000 18.000 1527.000 1608.000 50.000 50.000 GR 480.900 1000.000 475.000 1100.000 470.500 1200.000 GR 458.300 1271.000 462.700 1295.009 462.?00 1300.000 GR 453.600 1527.000 441.300 1560.009 441.900 1585.000 GR 460.000 2230.000 470.000 2400.000 475.000 Z600.O00 50.000 463.B00 460.500 455.600 3.000 0.000 125~.000 1344.000 1700.000 0.000 ST LOUIS ~ SOUTHWESTERN RAILROAD - DOWNSTREAM SIDE PROFILE SECTION I - SURYE¥ SECTION 9 ST. LOU~S SOUTHWESTERN R.R. Xl 15600.000 28.000 1321.000 1450.000 50.000 100.000 80.000 0.000 0.000 0.000 X] 10.000 0.000 0.000 0.000 0.000 0.000 0.000 459.400 459.400 0.000 GR 462.?00 1000.000 462.600 1100.000 46~.600 1200.000 462.800 1300.000 462.?00 1321.000 GR 455.000 1321.000 448.400 1333.000 448.400 1334.000 442.~00 1349.000 442.400 1350.000 GR 442.300 1378.000 442.300 1379.000 441.600 1392.000 445.500 1400.000 446.000 1410.000 GR 446.000 1411.000 449.000 1423.000 449.000 1424.000 45~.600 1437.000 452.600 1438.000 GE 456.400 1450.000 461.700 1450.000 462.900 1500.000 465.400 1600.000 46~.$00 1700.000 GR 464.200 1800.000 464.800 1900.000 465.400 2000.000 0.000 0.000 O.O00 O.O00 I ! 1 I 11 NOV ~? 10:~4:44 1 Xl X3 8T 6T 8T BT BT xl GR GR GR GR NC Xl GR GR GR GR GR Xl Xl GR GR GR GR GR NC Xl GR GR GR GR GR Xl GR GR GR GR 1.050 1561 O. 000 0o000 10.000 -13.000 0.000 Oo 000 0.000 O. 000 15630.000 470.000 460.000 450.00O 450.O00 461.760 0.000 15640.000 470.000 ~60.000 450.000 450.000 461.760 15~50.000 15660.000 470.000 400.000 450.000 450.000 461.760 0.070 15680.000 470.000 460.000 450.000 450.000 461.760 15730.000 470.000 460.000 442.000 460. 000 2.475 0.000 0.000 0.000 1000.000 1300.000 1450.000 1700.000 ZO00.O00 24.000 1000.000 1052.000 1115.000 1210.000 1260.000 0.000 24.000 1000.000 1052.000 1102.000 1200.000 1255.000 0.000 24.000 1000.000 1050.000 1089.000 1170.000 1235.000 0.070 24.000 1000.000 1052.000 1088.000 1160.000 1250.000 20.000 1000.000 1099.000 1172.000 1307.000 2.500 O. 000 1. 000 0.000 462,~?00" 462.$00 461.700 463.800 465.400 1115.000 468.000 458.000 44Z.000 452.000 462.000 0.000 110Z.000 468.000 442.000 452.000 462.000 0.000 1089.000 468.000 458.000 442.000 452.000 462.000 · 0.050 1052.000 468.000 45 ~. 000 442.000 452.000 462. 000 1099.000 468.000 450.000 450.000 461.760 0.000 O.OOO 459.400 O.OOO O.OOO 0.009 459.409 0.003 0.003 1210.000 1020.00] lOoO.OOJ 1130.000 1220.003 1470.000 0.103 1200.009 1015.000 1060.009 1126.000 1215.000 1465.000 0.000 1170.000 1013.000 1058.000 110S.009 1190.000 1445.000 0.103 1240.00J 1012.009 1060.00J 1102.00~ 1185.003 1460.000 1507.000 1055.003 1130.000 119Z.000 1317.000 66.200 10.000 461.700 0.000 1100.000 1320.000 1500.000 1~00.000 0.000 30.000 46b.000 456.000 441.300 454.000 464.000 0.500 10.000 466.000 456.000 441.~00 454.000 464.000 10.000 10. 000 4b o. 000 455.000 441.300 454.000 464. 000 O. 500 20. OO 0 466. 000 450.000 441.330 454.000 464. 000 50.000 466.000 442.000 452.000 462.000 6.000 10. 000 0.000 0.000 462.500 462.700 46Z.900 464.200 0.000 10.000 1026.000 1065.000 1132.003 1230.000 1770.000 0.000 10.000 1025.000 1070.000 1128.000 1225.000 1765.000 10.000 10.000 1020.000 1065.000 1107.000 1200.000 1745.009 0.000 15.000 1025.000 1068.000 1104.009 1220.000 1750.000 30.000 1070.000 114Z.000 1210.000 1527.000 158~.350 1 o,1. O0 O O. 009 O. 000 0.000 0.000 O. 000 0.000 0. 000 20.000 464.000 454.000 441. 700 455 · 000 466.000 0. OOO 10. 000 46~,. 000 454 · 000 441.700 456.00'J 466.000 10.000 10.000 464. 000 454. 000 441.700 455.000 466.000 0.000 29.000 464.000 45~,.000 441.730 45S.000 465. OOU 50.000 ~64.000 441 .~50 454.000 464.000 1.850 0.000 0.000 459.400 1200.000 1321.000 1500.000 1909.000 O. O00 O. 003 103~.000 11 O0. 000 1153.000 1240.000 1970.000 O. 000 3. 000 1 035. 000 1065.000 115~.000 1235. OUO 1~05.000 0.000 0.000 1030.000 1075.000 113].000 1210.000 19~5.00J 0.000 0.900 1033.000 1075.000 1130.000 1Z30.JO0 1950.000 0.000 1080.000 1144.000 1287.000 1817.000 442.400 0.000 0.000 459.400 462.50J 402.700 ~63.400 464.800 O. 000 O. 000 4b2.000 452.000 442.000 460.000 O. 000 0.000 O.O00 462.000 452.000 442.000 460.000 O. 000 0.000 0.000 402.000 452.000 442.000 ,.60.000 0.000 O.OOO 0.000 462.000 452.000 442.000 ~60.000 0.000 0.000 46Z.000 441.750 456.000 466.000 442.400 O.O00 O. OOO O.O00 O.O00 459.400 0.000 0.000 0.000 O.OOO 1045.000 1105.000 1250.000 O.O00 O.O00 O.O00 1042.000 1092.000 115~.000 1245.000 O.OOO 0.000 O. 000 1040.000 lO~Z.OOO 1135.000 1225.00J O. 000 O.OOO O. OOO 1045.000 1082.00J 1132.000 1240.000 0.000 0.000 lO8B.OOO 1170.000 1297.000 2017.000 i I I 11 NOV 87 10:24:44 NC 0.070 0.070 o. OOO 6900.000 PROFILE SECTION LANO ! I I I I I I 0.050 9700.000 J - SURVEY DEVELOPEMENT FILL ON 0.100 0.300 0.000 0.000 11000.009 14200.000 16300.000 5280.000 SECTION 10 LEFT OVERBANK UPSTREAM TO HOORE ROAD. Xl 16480.000 24.000 1634.000 1722.000 830,000 650,000 X3 0,000 0.000 0,000 1390.000 470,000 2146.000 GR 485,500 1000.000 480,400 1100.000 473,900 1200.000 GR 456.300 1500.000 454.900 1600.000 457.100 1634.000 GR 443.800 1700.000 457,200 1722.003 455,900 1800.000 GR ~5o.100 2100.000 455.300 2116.002 465.400 7146.000 GR 403.500 2200.000 465.000 2261.003 46~.600 2300.000 10500'.000 1535.000 0.000 470.000 445.800 460.800 QT 6.000 7500.000 Xl 17000.000 14.000 x3 0.000 0.000 GR 480.000 950.000 GR 457.500 1535,000 GR 459,600 1710.000 Xl 17980.000 ZO.O00 1400.000 X3 0.000 0.000 0.000 GR 470.000 1000.000 468.000 GE 460.000 1165.000 458.000 GR 452.000 1522.000 450.000 GR 460.000 1730.000 462.000 xl 18150.000 17.000 1480.000 X3 0.000 0.000 0.000 GR 470.000 1000.000 46d.000 GR 4o0.000 1145.000 458.000 GR 446.000 1510.000 450.000 GR 469.700 1695.000 470,000 473.000 466.500 445.000 455.500 465.400 469.203 0.000 0.000 0.000 0.000 1300.000 1665.000 1900.000 2151.000 2322.000 Xl 18210.000 16,000 1490.000 X3 0,000 0.000 0,000 GR 470.000 1000.000 468.000 GR 460.000 1150.000 458.000 6R 450.000 1535.000 460.000 GR 470.000 1730.000 0,000 1800.000 15100.000 16000.000 5220.000 0,000 1610.000 1160.000 1000.000 1120.000 0,000 1140.000 470.000 1900.000 470.000 0.000 980.000 460.000 1140.000 459.000 1410.000 1561.000 445.000 1572.000 440.000 1590.000 1620.003 461.500 1870.000 471.400 1900.000 0,000 0,000 0.000 0.000 458.700 442.700 455.600 464.000 0.000 0.000 0.000 0.000 458.700 459.500 0.000 PAGE 4 O. OO3 0.000 0.000 1 ~00. 000 1683.000 2000.000 2170.000 3. 000 0.000 O.OOu 0.000 1520.00o 1610.009 O. UOO Xl 18240.000 14.000 1480.000 1553.000 30.000 30.000 30.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 1042.000 470.000 0.000 0.000 0.000 0.000 O.OOU GR 470°000 1000.000 468.000 1035.000 466.000 1050.000 464.000 1090.000 462.000 1140.000 GR 460.000 1155.000 460.000 1480.000 450.000 1520.000 445.900 1530.000 450.000 1540.000 GR 460.000 1553.000 460.000 1610.000 469.900 1680.000 470.000 1700.000 0.000 0.000 1545.000 60.000 65.000 60.000 0.000 0.000 0.000 1050.00D 470.000 0.000 0.000 0.000 0.000 0.000 1030.00J 466.000 1045.000 464.000 10~5.000 462.000 1139.000 1740.000 458.000 1490.000 450.000 1510.000 440.$00 15~5.000 1545.000 460.000 1605.000 460.000 1650.000 409.850 1680.000 0.003 0.000 0.000 0.000 0.000 O.OOO O.OOO 1550.000 160.000 180.000 170.000 0.000 O.O00 0.000 1050.000 470.000 0.000 O.OOO O.O00 0.000 O.O00 1030.009 466.000 1045.000 464.000 1080.000 462.000 1120.000 1220.000 458.000 1255.000 ~55.000 1489.000 ~50.000 1G95.000 1530.000 460.000 1550.000 460.000 1595.000 460.000 1660.000 1~10.000 0.000 0.000 0.000 0.000 0.000 0.000 1590.000 oO0. O00 260.000 380.000 O.OOU 0.000 0.000 1090.000 470.000 0.000 0.000 3.000 0.000 O.OOU 1030.000 466.000 1070.000 46~.000 1103.000 462,000 113~.000 1205.003 458.000 1400.000 456.000 1495.000 454.000 1505.000 1530.000 446.100 1550.000 450.000 1570.000 458.000 1590.000 1745.000 ~68.000 1765.000 46~.Z00 1770.000 470.000 2100.000 I i NOV 87 I 10:24:44 I ! I ! ! PAGE Xl 183Z0.000 14.000 1510.000 1580.003 80.000 80.000 80.000 O.OOU 0.003 O.ObO X3 0.000 0.000 0.000 1052.009 470.000 0.000 O. O00 0.000 0.000 0.000 GR 470.000 1000.000 468.000 1040.000 46~.000 1062.000 464.000 1105.000 462.000 1150.000 GR 460.000 11~5.000 460.000 1450.000 460.000 1510.000 453.000 1535.300 447.10J 154~.000 GR 450.000 1560.000 460.000 1580.000 460.000 1670.000 4?0.000 1690.000 0.000 0.000 Xl 18450.000 17.000 1465.000 1530.009 120.000 160.000 130.000 0.000 0.000 O.O00 X3 0.000 O.OOO 0.000 1065.000 470.000 0.000 0.000 0.000 0.000 0.000 GR 470.000 1000.000 468.000 1055.000 460.000 1080.000 464.000 1150.000 462.000 1170.00U GR 460.000 1240.030 460.000 1~85.000 460.000 1465.000 45U.000 1480.00~ 44?.500 1~90.00J GR 450.000 1510.000 460.000 1530.007 462.000 1675.000 464.000 1700.000 466.000 1730.000 GR 468.000 1770.030 4?0.000 1780.000 0.000 0.000 0.000 0.000 0.000 O.OOo PROFILE SECTION K - SURVEY SECTION 11 LAND DEVELOPEMENT FILL ON LEFT OVERSA NK Xl 18500.000 40.000 4930.000 5025.000 50.000 50.000 50.000 0.000 0.000 O.OOJ x3 0.000 0.000 0.000 4553.000 470.000 0.000 0.000 0.000 0.300 0.000 GR 487.200 4050.000 484.500 4100.00) 48Z.300 4150.000 47~.~00 4200.000 476.?00 4250.000 GR 474.300 4300.000 47Z.400 4350.003 470.800 4400.000 46~.300 ~50.000 407.900 4500.000 GE 466.100 4550.030 464.300 4600.002 463.?00 4650.000 465.200 4Z00.000 462.200 4750.000 GR 462.300 4800.000 462.300 4850.000 461.600 4900.000 461.600 ~910.000 461.~00 4920.000 GR 402.000 4930.000 458.500 4946.003 454.500 4960.000 450.0U0 4970.000 447.600 4983.000 GR 44~.500 4990.000 451.500 5000.000 459.500 5020.000 461.000 5025.000 461.500 5050.000 GR ~62.400 5100.000 462.~00 5150.003 465.800 5200.000 46&.500 5950.000 &?Z.~O0 5280.000 GR 47~.900 5290.000 470.600 5298.000 475.120 5~50.000 475.900 53~0.000 4?9.300 5440.000 NC 0.000 0.000 0.028 0.300 0.500 0.000 0.000 0.000 O.OOO 0.000 xl 18514.000 34.000 1515.000 1680.700 14.000 14.000 14.000 0.000 0.000 0.000 X~ 0.000 0.000 0.000 1185.300 470.000 0.000 0.000 0.000 0.000 0.000 ~R 476.900 1000.000 472.900 1007.003 4?2.500 1057.000 471.100 1107.000 4?0.900 1157.000 GR 4?0.600 1183.000 4?0.500 1255.000 465.300 1255.000 465.~00 125~.00U ~70.600 1~58.000 GR 470.~00 1407.000 472.200 1457.009 472.500 1501.000 47~.~40 1516.000 467.090 1513.000 GR 45~.910 1540.700 458.5e0 1558.400 455.810 1565.650 45~.860 1568.150 448.580 1584.450 GR 449.100 1596.950 449.040 1010.809 455.980 1625.550 457.160 102~.050 458.150 1530.150 GR 45~.500 1652.300 468.480 1680.700 4?3.650 1680.700 475.$00 1699.000 475.800 1757.000 GE 475.500 1807.000 475.600 1857.003 473.600 1895.000 473.]00 1907.000 O.OOO 0.000 PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT BRIDGE -- UPOATE ON OCTOBER MOORE ROAO - DOWNSTREAM SIDE 1987 xl 18515.000 38.000 1513.000 1680.?00 1.000 1.000 8T -21.000 1000.000 476.900 0.003 1007.000 472.900 BT 0.000 1107.000 471.100 O.OOO 1157.000 470.900 BT O.OOO 1255.000 470.500 467.300 1258.000 470.400 BT 0.000 1457.000 472.200 O.OOJ 1501.000 472.500 BT 0.000 1565.650 47~.320 469.320 lo25.553 4?3.760 8T 0.000 1698.000 473.800 0.003 1757.000 473.800 BT 0.000 1857.000 473.600 0.003 1898.000 473.600 GR 476.900 1000.000 472.900 1007.003 472.500 1057.000 1.000 0.000 O.OOd 467.~00 0.000 469.760 0.000 0.000 471.100 O. 000 105'/.000 1183.000 1407. 000 151 3.000 1 6~0. ?00 1807.000 190/'.000 1107.000 0.000 472.500 470.600 470.B00 ~72.340 473.650 473.500 470.900 0.00o 0.000 0.000 0.000 468.34u 469.650 0. o00 9.000 1157.000 I I 10:24:44 I ! ! I I PAGE GR 470.600 1183.000 470,500 1255.003 463.300 1255.000 465.J00 1258.000 W70.O00 1253.000 GR 470.800 1407.000 472.200 1457.00J 472.500 1501.000 472,340 1513.000 4~7.090 1515.000 GR 458.910 1540.700 458.560 1~58.40J 455.810 1565.650 469,520 1565.650 469.~20 1565.150 GR 454.860 1568.150 448.680 1584.453 449.100 1596.950 449.040 1610.500 455.900 1625.550 GR 469.760 1625.550 469.760 1628.050 457.160 1628.050 453.150 1630.150 458.500 1652.3Gu GR 468.480 1680.700 473.650 1680.700 475.800 169~.000 473.500 1757.000 473.50] 1307.000 GR 473.b00 1857.000 473.~00 1898.003 473.300 1907.000 0.000 0.000 0.000 0.0~0 MOORE ROAD - uPSTREAM SIDE Xl 18565.000 ~8.000 151].000 1679.650 50.000 50.000 aT -21.000 1000.000 476.900 0.000 1007.000 472.90~ 8T 0.000 1107.000 ~71.100 0.000 1157.000 470.900 8T 0.000 1255.000 470.500 467.300 1258.000 470.600 8T 0.000 1451.000 472.200 O.OOO 1501.000 472.500 8T 0.000 1565.200 473.300 469.30~ 1624.920 473.840 ~T 0.000 1698.000 473.$00 0.000 1757.000 473.~00 8T 0.000 1857.000 473.600 0.00~ 189].000 473.600 GR 476.900 1000.000 472.900 1001.000 472.500 1057.000 GR 470.600 1183.000 470.500 1255.00; 463.300 1255.000 GR 470.800 1407.000 472.200 1457.00} 472.500 1501.000 GR 458.730 1540.150 458.470 1557.95~ 455.600 1565.200 GR 454.610 1567.700 448.490 1583.15~ 449.100 1595.650 GR 469.840 1624.920 469.840 1027.42~ 457.190 1627.420 GR 468.150 1679.650 473.320 1679.65~ 473.800 1698.000 GR 473.600 1857.000 473.600 1898.009 473.300 1907.000 1.000 1057.000 1255.000 1501.000 1565.200 1624.920 1679.650 1898.000 50,000 0.000 0.000 461.300 0.000 469.840 O.OOO O. 000 471.100 463.30] 472.660 46~.300 448.690 458.240 ~73.800 O.O00 1. 000 471.100 465.$00 472.660 45~.~10 457.190 47~.800 0.000 1. 000 472. 500 463. 300 472.500 455.600 455.940 473.320 476.600 0.000 105 ?. 000 1183.000 1407.000 1513.000 1679.650 1~07.000 1 90?. 000 1107.000 1~5~.000 1513.00u 1565.200 161 O. 400 1623.500 I 757. 000 0,000 0.000 1107 · 000 1513.000 1 567.700 1627.420 1595.000 O.OOO 0.000 472.500 470.600 470.800 473.320 473.50~ 473.$00 470.900 ~70.600 467.39J 469.300 455.940 ~58.570 473.500 0.000 0.000 470.900 470.600 467.390 448.490 458.~40 473.800 0.000 Xl 18566.000 33.000 1540.150 1~51.303 GR 476.900 1000.000 472.900 1007.003 GR 470.000 1183.000 470.500 1255.00~ GR 470.~00 1407.000 472.200 1457.000 GR 458.730 1540.150 458.470 1557.95~ GR 449.100 1595.650 448.690 1610.400 GR 458.570 1651.300 468.150 1579.353 GR 473.500 1807.000 473.600 1857.003 0.000 0.000 O.OOO O. OOU 463.660 469.32u 0.000 O.OOO 1157.000 1258.00~ 1567.700 1624.920 1~51.300 1807.000 O. OOo 0.000 1157.00U 1255.000 1515.000 158~.150 1629.500 1757.000 0.000 Xl 18615.000 19.000 1350.000 1500.000 15.000 15.000 15.000 0.000 0.000 O. OCO GR 476.300 1000.000 470.500 1050.000 464.500 1100.000 46Z.000 1150.000 462.000 1200.000 GR ½61.400 1250.000 460.500 1500.003 459.700 1350.000 453.300 1390.000 447.700 1406.000 GR 447.~00 1428.000 457.600 144~.000 401.000 1500.000 4~2.?00 1550.000 464.000 1600.000 GR ~6b.500 1650.000 469,300 1~95.000 473,400 1741.000 473.~00 1750.000 2,000 0.000 NC 0.000 0.000 0.050 0.000 0.000 0.000 0.000 0.000 O.OOO O.O00 Xl 18600.000 19.000 1350.000 150Q.00~ 34.000 34.000 34.000 0.000 0.000 O.OOO GR ~76.~00 1000.000 470.500 1050.000 464.500 1100.000 462.000 1150.000 46g.000 1200,000 GE 461.400 1250.000 460.500 1300.000 ~59.700 1350,000 453.309 1390.000 447.700 1406.000 GR 447.400 14Z8.000 457.600 1~44.000 461.000 1500.000 46J.700 1550.000 464.000 1600.000 GR 460.500 1650.000 469.300 1695.000 473.400 1741.000 475.500 1750.000 0.000 0.000 i i i I 11 NO¥ 87 10:24:44 ! Xl GR GR GR GR GR GR QT NC xl GR GR GR GR Xl GR GR GR GR xl GR GR GR GR xl GR GR GR GR QT Xl bR GR GR GR Xl GR GR GR Xl GR GR GR GR 18o50.000 482.000 46?.300 402.300 448.100 ~,72. 300 47b.400 476.Z00 6.000 0.090 0.100 473.000 46a. 009 4.50.000 462.000 0.200 ~78.000 468.000 ~53.200 408.000 0.300 47o.000 466.000 4o0.000 476.000 20540.000 483.000 470. 000 460.000 470.000 6.000 0.500 484.000 474.000 454.000 474.000 0.600 480.009 460.000 474.000 21690.000 482.000 472.000 456.000 476.000 32.000 1100.000 1384.000 1600.000 1853.000 2133.000 2200.000 2321.000 7500.000 0.090 20.000 0.000 80.000 500.000 560.000 2`0.000 0.000 145.000 340.000 760.000 16.000 0.000 185.000 362.000 645.000 19.000 1020.000 1160.000 1515.000 1600.000 7500.000 19.000 0.000 178.000 475.000 620.000 12.000 0.000 395.000 545.000 19.000 1000.000 1150.000 1220.000 1530.000 1805.000 478.300 e66.800 461.600 462.000 473.200 477.000 47d.300 10500.00O 0.050 465.000 476.000 466.000 449.000 464.000 510.000 470.000 466.000 460.000 470.000 315.000 474.000 454.000 464.000 0.000 1497.000 478.000 468.000 452.800 478.000 10500.000 450.000 482.000 472.000 454.000 480.009 370.000 474.000 455.000 480.000 1190.000 480.000 470.000 460.000 478.000 1 868. 000 1 )00.00~ 1400.00J 1703.003 186~. OO0 2134.000 2250.000 2349.000 I 1.300.000 0.100 560. 000 10.000 100.000 510.000 025. 000 385.009 35.000 240.000 355. 000 780. 000 372 · 000 10.000 315.000 372. 000 0.000 1590.000 1052.000 1192.000 1529.000 1622`.000 11~00.000 582.000 25.000 146.000 490.000 650.000 455.000 o0.000 405.000 555.000 1255.000 1020.003 1190.000 1230.000 1555.003 35.000 t, o9. 200 460. 500 4o2.e00 462.300 t,?2. ?00 ~78. 200 O. 000 15100.000 0.300 530.000 474.000 404.000 449.000 46o. 000 Z90.000 474.000 464.000 462.000 4?2.000 410.000 472.0OO 460.000 4¢ 4. 000 0.000 370.000 476.000 460.000 45~.600 480.000 15100.003 315.000 480.000 470.000 400.000 482.000 380.000 472.000 455.000 0.000 180.000 478.000 460.000 470.000 480.000 35.000 1300.000 1416.000 1805.000 1900.000 2140.000 2263.000 0.000 16500.000 0.000 275.000 25.000 120.000 520.000 655.000 265.000 50.000 310.000 365.000 785.000 280.000 35.000 330.000 475.000 0.000 350.000 1074.000 1230.000 1552.000 1628.000 16100.000 415.000 55.000 196.000 524.000 665.000 360.000 105.000 415.000 0.000 300.000 1055.000 1200.000 1255.000 1580.000 35.000 46~.200 46~.~00 447.500 465.100 470.700 478.600 0.000 11800.000 0.00o 51 0 · 472.009 46~.000 450.000 470.000 390.000 472.000 463.000 4~4. 000 474.000 450.000 470.000 451.000 463.000 0.000 540.000 474.000 465.000 460.000 480.500 11800.000 435.000 47~.000 463.000 470.000 484.000 390.000 470.000 460.000 9.000 325.000 473.000 456 · 000 472.000 48Z.000 0.000 1372.000 1434.000 ls30.000 2000.000 2157.000 2~84.00o O.O0~ O.OOO O. 000 35. JO0 405.000 530. OO0 695.000 O.OOu ~ O. 000 320.000 585.000 802.. 000 0.000 50.000 340. uOO 610. JOJ 0.000 O. 009 1100.000 I 385. OOO 1575.000 lo53.000 9.000 3.000 aO. O00 253.000 582.000 680.000 0.000 140. OO0 435.000 O. 000 O. 303 1 080. 000 1205.000 1395.000 1610.000 0.700 4~3.§00 446.800 467.~00 47~.~00 477.700 0.000 O.OOO O.O00 0.000 470.000 460.000 460.000 471.000 0.000 470.000 450.ZOU 406.000 475.00J O.OOO 409.000 451.000 470.000 O. 000 O.OO0 472 · 00~ 46 6. 000 46~ .000 0.000 O.OOO 0.000 ~7~.000 460.000 472.000 0.000 0.000 470.000 470.000 0.000 0.000 474.000 455.900 474.000 0.000 0.000 1376.000 1500.OOu 1341.000 ZlO0. ObO 2185.000 2~00.000 O. OOu 0.000 0.000 0.000 o5.000 480.000 550.000 715.000 0.000 105.000 330.000 725.000 810.000 0.000 100.000 350.000 ~22.000 0.000 0.000 1134.000 1497.000 1590.000 0.000 0.000 O. OOu 102.000 500.000 0.000 O.OOO 370. 000 455 · 000 0.000 0.000 1105.000 1495.000 b.oou NOV ! 10:24:44 ! PAGE NC QT Xl GR GR GR GR xl GR GR GR GR Xl GR GR GR GR GR Xl GR GR GR xl GR GR GR GR NC xl GR GR GR GR QT Xl GR GR GR Xl GR GR GR GR 0.080 5.000 1.000 480.000 473.000 460.000 478.000 o.000 22600.000 487.700 473.00O 475.600 502.200 2.000 487.000 478.000 460.000 474.000 SO0.O00 23900.000 488.000 463.000 4~,8.000 3.000 489.~J00 483.000 470.000 4~6.000 0.080 4.000 491.000 48;.000 ~,70. 000 488.000 6.000 5.000 ~,91.000 482.000 4o5.900 486.000 24930. 000 494.000 4b~ .000 46~.400 486.000 0.0~0 7500.000 19.000 0.000 76.000 112.000 350.000 7500.000 16.000 1000.000 .1397.000 1500.000 2000.000 21.000 0.000 78.000 135.000 188.000 790.000 12.000 1000.000 1345.000 1405.000 19.000 0.000 120.000 215.000 391.000 0.080 19.000 0.000 168.000 255.000 550.000 7500.000 18.000 0.000 82.000 158.000 410.000 20.000 1000.000 1160.000 1355.000 1440.000 0.045 10500.000 ? 6. 000 478.000 460.000 470.000 48 O. go0 10500.000 1397.000 485.200 458.600 479. 300 0.000 108.000 486.000 476.000 459.600 476.000 O. 000 1215.000 482. 000 463.000 490.000 146.000 48 8. 000 475.000 475. 000 488.000 0.050 1 90. 000 490.000 48 O. 000 480.000 490. 000 10500.000 98.000 490.000 480.000 470.000 488.000 1 31 2. DO0 492. 000 482..000 466.400 488.000 0.000 11dOO. OOd 146.000 9.000 83.000 146.000 385.000 11300.000 1447.009 1100.003 1412.000 1500.009 0.000 173.000 18.000 95.000 147.009 225.000 0.000 1385.000 1025.000 1355.00~ 1440.000 271.000 4.003 146.009 271.002 418.000 O.OOO 315.000 32.009 190.30~ 315.003 586.000 11800.00O 208.009 25.000 98.000 172.000 475.003 1390.000 1025.000 1180.000 1365.000 14~0.000 0.000 15100.000 510.000 476.000 458.000 472.000 482.000 15100.000 370.000 47~.600 45~.000 485.100 0.000 510.000 484.000 474.000 460.000 418.000 O.OOO 750.000 480.000 470.000 0.000 310.000 4BO.O00 470.000 480.000 490.000 0.000 350.000 488.000 470.000 482.000 49Z.000 15100.000 130.000 488.000 470.000 480.000 490.000 170.000 490.000 ~80.000 470.000 490.000 0.000 16000.000 SO0.O00 12.000 90.000 178.000 400.000 16000.000 350.000 1200.000 1425.000 1700.000 0.000 540.000 33.000 108.000 155.000 295.000 0.000 590.000 1075.000 1370.000 0.000 450.000 14.000 17Z.000 526.000 462.000 O.O00 540.000 48.000 218.000 325.000 635.000 15500.000 160.000 40.000 113.000 208.000 535.000 150.000 1130.000 1200.000 1375.000 1530.000 0.000 0.000 530.000 474.000 457.300 474.000 484.000 11900.000 ~89.000 47~.500 461.500 490.~00 O.OOO 570.000 482.000 472.000 470.000 480.000 O. 000 730.009 475.000 480.000 O.O00 465.000 484.000 464.~00 482.000 492.000 O.O00 560. 000 486.000 46).?00 4~4.000 494.000 11800.000 14~.003 486.000 46~.000 482.000 O.OOO 220.00O 488.000 472.000 480.000 492.000 O.OOU 0.000 O.OOu Z2.000 93.000 Z&4.000 445.000 0.000 0.000 123~.000 1435.000 1 ~00. 000 0.000 0.000 50.000 113.000 167.000 336.000 O. 000 0.000 1215.000 1 3,,5. 000 0.000 O. 000 4~. 000 181.000 347. 000 490.000 O. 000 O.OOO 75.000 225.000 450.000 ,~oS · 000 O. 000 0.000 52.000 133.000 300. OCO 0.000 0.000 1140.000 1312.000 1390.000 1580.000 O.OOO 0.000 O. 000 472.000 45~.000 ~76.000 O. 000 0.000 0.000 472.400 474.70,J 497.300 0.000 0.000 480.009 470.000 472.000 490.000 0.000 O. 000 470.000 485.000 O.O00 0.000 482.. 000 464.300 484.000 0.000 0.000 0.000 4e;4.000 465.700 486.000 0.000 0.000 0.000 484.000 465.~0~ 484.000 0.000 0.000 480.000 470.000 4~4.000 494.000 O.O00 0.000 0.000 65.000 96.000 0.000 0.000 0.000 1300.000 1447.000 1900.000 0.000 0.000 6~.000 118.000 173.000 523.000 0.000 0.000 1325.0G0 1395.000 0.000 0.000 62.000 196.000 370.000 0.000 0.000 0.000 125.000 ~40.000 525.00~ 0.000 O. 000 O.O00 148.000 355.000 9.000 0.000 1150.000 1340.000 1410.000 1629.000 I i I I 11 NOV ~7 10:24:44 I P~GE xl GR GR NC Xl GR GR GR GR Xl GR GR GR Xl GR GR GR GR GR Xl GR GR GR GR GR Xl GR GR GR GR x1 GR GR GR GR GR xl GR GR GR GR o.000 491.003 47b.000 476.000 0.080 25085.000 490.000 ~80.700 47d.400 490.000 25135.000 492.000 e81.800 467.100 486.000 25185.000 49~.000 484.000 467.600 461.000 490.000 25235.000 494.000 484.000 467.900 482.000 494.000 25280.000 49~.000 484.000 4?2.000 .85.000 25325.000 494.000 475.000 46~.500 481.000 494.000 25575.000 494.000 475.000 46~.000 482.000 15.000 0.000 1~4.000 263.000 0.080 16.000 1417.000 1537.000 1593.000 18&0.000 18.000 1325.000 1500.000 1584.000 1765.000 22.090 910.000 1050.000 1140.000 1196.000 1324.000 21.000 920.000 1040.000 1106.300 1184.000 1275.000 18.000 920.000 1043.300 1141.000 1214.000 21.000 910.000 1042.000 10~6.600 1152.000 1212.000 19.000 880.000 1038.000 1125.000 1165.000 184.000 490.000 470.000 480.000 0.045 1537.000 488.000 &72.000 482.500 0.000 1534.000 490.000 481.400 478.500 488.000 1120.000 492.000 482.000 469.000 482.000 494.000 1079.300 492.000 482.000 469.000 483.000 0.000 1046.300 w92.000 482.200 480.000 490.000 1025.000 491.800 470.000 469.000 482.000 0.000 1000.000 491.300 470.000 470.000 485.000 263.000 35.003 205.003 275.003 0.000 1627.000 1425.009 1560.000 1627.003 0.000 1623.000 1417.000 1534.000 1593.002 1805.003 1185.000 1000.003 1070.000 1166.000 1204.003 1335.000 1166.003 1000.00) 1060.000 1145.000 1186.000 O.OOO 1153.003 1000.003 1046.5CJ 1151.00J 122~.000 1173.000 1000.000 1050.003 1129.000 1168.000 0.000 1182.000 1000.000 1047.000 1127.000 1171.009 50.000 484.000 465.$00 486.000 0.000 45.000 486.000 467. 300 482.400 0.000 40.000 488.000 475.500 4?8.400 490.000 50.000 490.000 480.000 470.000 483.000 0.000 50.000 490.000 480.500 475.000 484.000 0.000 55.000 490.000 46~.200 481.000 49~.000 50.000 4~7.000 467.&00 470.000 484.000 0.000 50.000 487.000 466.000 475.000 490.000 95.000 65.000 215.000 325.000 0.000 85.000 1437.000 1564.000 1641.000 0.000 60.000 1427.000 1556.000 1608.000 1845.000 40.000 1010.000 1080.000 1168.000 1206.000 0.000 50.000 1010.000 1079.300 1156.000 1188.000 0.000 25.000 1010.000 1061.700 1153.000 1239.000 30.000 1023.000 1055.200 1131.000 1173.000 0.000 50.000 1017.000 1050.000 1136.000 1182.000 90.OO!] 482.000 46~.800 485.000 J.O00 83.000 484.000 467.100 486.000 O.O00 50.000 48~.000 467.100 484.200 0.000 485.000 47~.000 475.000 484.000 0.000 53.000 48~.000 477.V00 480.000 485.009 0.000 45.000 485.000 467.400 482.000 O. 000 45.000 485.000 46f.900 475.000 485 · 000 0.000 50.000 485.000 468.400 480.000 494.000 0.000 90.OOu 225.000 575.000 O.OOO 0.000 1445.0G0 1572.000 1750.000 O.OOu 0.000 1437.000 I 559. 000 1~2~.000 0.000 O.OOO 1030.00~ 1120.000 1176.000 1Z08.000 0.000 0.000 1020.000 1082.~00 1106.06J 1251.000 0.000 O. 000 1055.000 1069.500 1170.000 0.000 O. OOU 102?.000 1 070. 1140.00o 118'~.009 O. 000 0.000 I 920. 000 111.~.000 1 1,~6. 000 1191.00U 0.000 480.000 470.000 490.000 0.000 0.000 483.000 467.Z00 488.000 0.000 0.000 484. 000 467.000 485.100 O.OOd 0.000 48~.000 467.?00 480.000 485.000 0.000 0.000 48o.000 467.900 481.000 490. 000 0.000 O. 000 486.000 40 7. dO0 484. 900 0.000 0.000 480.000 ~67. 480.000 490.000 O. 000 O.O00 480.000 467.900 481.000 O. 000 0. OOU 1 ?0 · 003 245.000 430.000 0.000 O.OOU 1503.000 1585.000 1780.000 0.000 0.000 1445.000 1570.000 lb4S.OOO 0.000 O.O00 1038.000 1135.800 118~.000 130t. OGO O. OOO 0.000 1030.000 1094.400 1110.000 1265.000 O.OOU O.OOO 1040.00o 1150.900 1174.000 9.000 0.000 1037.000 1079.000 114~.000 1201.000 O.OOO 0.000 1030.000 1121.700 1148.000 0.000 i NOV ~7 I 10:24:44 ! Xl GR GR xl 8T 8T GR GR GR GR Xl 6T GR GR GR GR xl GR GR GR NC: Xl GR GR GR GR NC xl GR GR GR GR xl GR GR GR GR GR GR 25421.000 495.000 e6~.500 495.000 0.000 25422.000 -4.000 0.000 495.000 490.570 490.470 ~91.750 25542.000 -4.000 0.000 495.000 490.320 490.570 491.750 25543.000 495.000 493.000 0.000 255b~.000 495.000 470.000 475.000 485.000 0.000 2561~.000 495.000 470.000 481.000 492.000 25ob~.000 495.000 485.000 478.000 4o9.100 480.000 490.000 11.000 1000.000 1235.000 1400.000 0.000 18.000 1100.000 1305.000 1000.000 1167.500 1235.000 1305.000 18.000 1100.000 1305.000 1000.000 1167.500 1235.000 1305.000 11.000 '1000.000 1235.000 1400.000 0.000 18.000 1000.000 1050.000 1128.000 1158.000 0.000 16.000 1000.000 10~2.000 11J6.000 1270.000 27.000 1000.000 1050.000 1078.000 1096.000 1170.000 1270.000 1100.000 495.000 481.620 0.000 0.028 1100.000 495.000 495.000 495.000 490.570 490.470 495.000 1100.000 495.000 49~.000 495.000 490.320 490.570 495.000 1100.000 495.000 481.620 0.000 0.045 1020.000 490.000 468.900 480.000 490.000 0.000 1022.000 490.000 469.500 482.000 0.000 1034.000 490.000 482.000 477.000 469.400 481.000 492.000 1305.000 1100.000 1263.000 0.000 0.300 1305.003 490.330 491.750 1100.000 1170.000 1237.500 1SOS.O00 1505.000 490.033 491.750 1100.000 1170.00J 1237.500 1305.000 1305.009 1100.003 1263.000 O.OOO 0.003 1155.000 1010.003 1070.000 1136.003 1200.000 0.100 1151.000 1012.000 1060.000 1144.000 0.003 1185.000 1022.000 1060.000 1080.000 1104.000 1172.003 1~95.~00 84.000 489.430 482.000 O. 000 0.500 1.000 1170.000 0.000 489.430 468.~00 469.750 495.000 120.000 1170.000 0.000 489.400 46~.900 470.450 495.000 1.000 489.400 482.000 0.000 0.000 S · 000 485.000 469.000 481.000 49~.000 O. 300 20. 000 485.000 470.000 485.000 O. 000 55.000 485.000 481.000 476.000 469.100 482.000 0.000 I 0.000 1100.000 1282.000 0.000 0.000 I .000 495.000 0.000 1100.000 1170.003 1237.500 1400.000 120.000 495.000 0.000 1100.000 1170.000 1237.500 1400.000 I .000 1100.000 1282.000 0.000 0.000 75.000 1020.000 1076.000 1138.000 1310r.000 0.000 50.000 1022.000 1117.000 1151.000 0.003 50.000 1030.000 1066.000 1082.000 1114.000 1177.000 0.000 46.000 46~.500 491.750 0.000 0.000 1.000 490.570 ,.I. OOO 46~.500 46,~. 000 481.6ZO 0. OOO 120.000 490.520 0.000 46~.200 46:~ · 700 481.6Z0 3.000 1.009 46:~.?.00 491.750 O. 000 0.000 25.000 480.000 469. 000 482.000 O. 000 3. O00 50.000 480.000 475.000 485.00U O. 000 50.000 48~.000 483.000 475.000 470.000 485.000 O.OOO O.OOO 1141.000 1305.000 0.000 0.000 0.000 1235.000 0.000 1147.000 1193.000 1Zd3.OOu O. O00 O.OOO 1~35.0C3 O.OOO 1147.000 1190.000 lZ~3.000 O.O00 0.003 1147.000 1305.000 0.000 0.000 0.000 10~0.000 10oj.000 1149. 000 0.000 0.000 0.000 1032.009 1126.000 1154.000 0.000 O.O00 1034.000 1071 · OOO 1 O84 · 000 1154.000 1165.000 O. OOO 0.000 468.000 495.000 O.OOO 0.000 0.000 495.000 0.000 4~3.300 482.000 0.000 0.000 495.000 0.000 469.000 469.200 48).000 0.000 0.000 468.700 495.000 0.000 0.000 0.000 475.000 470. 000 455.000 O.OOO 0.000 0.060 ~75.000 480.000 490.000 0.000 O.OOO 484.000 479.000 470.000 475.000 486.009 O.O00 O.OOu 1190.000 1305.000 0.000 O.O00 0.000 490.470 0.000 1167.500 1235.000 1282.000 O.OCO O.OCO 490.570 O.O00 1167.50o 1235.000 1282.000 O.OOO 0.000 1190.000 1305.00J 0.000 O.OOO 0.00o 1040.000 111~.000 1155.000 0.000 0.000 0.000 1042.000 1134.000 1225.000 0.000 O. 000 1039.000 1375.000 1094. 000 11bZ.OOO 118~.00o O. 00o I I I i 11 NOV 87 10:24:44 ! PAGE xl GR GR GR GR Xl GR GR GR GR GR GR NC QT Xl X3 GR GR GR GR Xl x3 GR GR GR GE Xl X3 GR GR GR GR NC xl X3 GR GR GE GR GR NC qT xl X3 GR GR 25714.000 494.000 484.200 470.000 490.000 25754.000 490.000 4~1.000 470.000 480.000 478.000 480.000 0.000 5.000 25820.000 O.OOO 490.400 409.500 4bO. 000 49 O. 000 20170.000 O.O00 491.500 484.000 48Z.000 491.000 26550.000 0.000 493.500 471.100 486.000 491.000 0.070 26580.000 0.000 50~.100 505.600 493.500 486.?00 0.065 5.000 27050.000 0.000 493.300 48b.900 493.000 17.030 950.000 1235.000 1351.000 1488.000 27.000 1000.000 1154.000 1133.000 1242.000 1273.000 1258.000 0.000 7600.000 17.000 0.000 1000.000 1258.000 1464.000 1570.000 17.000 0.000 1000.000 1120.000 1240.000 1430.000 18.000 0.000 1000.000 1080.000 1140.000 1300.000 0.075 23.000 0.000 1000.000 1500.000 1700.000 1826.000 2300.000 0.070 6700.000 12.000 0.000 1000.000 1078.000 1354.000 1210.000 492.000 484.000 475.000 492.000 1154.000 485.000 480.000 469.1 O0 479.000 479.000 490.000 0.0~5 10600.000 1245.000 O. 000 484.0(~0 468.400 ~,80.000 491.000 1045.000 0.000 480.000 463.000 483.00U 492.000 1 04 O. 000 O.OOD 492.600 471.100 481.000 492.000 0.G45 1750.000 0.000 508.400 507.400 484.800 490.300 500.200 0.045 9400.000 I 02. 3. 000 O. 000 487'.000 487. 300 494.500 138~.003 1000.009 1240.000 1359.009 1498.003 1279.00J 1112.000 11~0.000 1201.000 1245.00,) 1275.000 1450.009 O.OOJ 11900.000 1291.003 0.003 1165.003 1275.003 1485.003 1585.003 1090.000 0.003 1045.000 1160.000 1955.000 1450.000 1140.000 0.003 1010.00~ 1095.000 1150.000 1345.009 0.000 1826.009 3.00~ 1100.003 1508.003 1750.000 1900.000 2403.000 0.000 10500.000 1078.000 0.000 102~.003 1104.000 1464.000 ?0.000 490.000 481.000 480.000 0.000 45.000 480.00U 479.000 469. 200 478.000 480. 003 0.000 O. 000 15100.0,00 55.000 O. 000 483.800 481. 000 467.000 O. 000 450. 000 O. 000 470.2O0 482.000 488.000 0.000 380. 000 O. O0~J 485.600 475. 000 488.000 ~,95. OOO O. 000 360. OOU 0.000 508.100 507.200 475.000 491.600 504.100 O. 000 13400.000 185.000 O. 000 473.000 481.600 O. 000 40.000 1160.000 1252.000 1367.000 0.000 30.000 1123.000 1166.000 1209.000 1249.000 1277.000 0.000 0.000 14500.000 72.000 1490.000 1182.000 1291.000 1500.000 0.000 230.000 1275.000 1065.000 1185.00J 1275.000 0.000 S50.000 1180.000 1020.000 1100.000 1180.000 1390.000 0.000 300.000 1880.000 1200.000 1528.000 1762.000 2000.000 2500.000 0.000 11300.000 110.000 1180.000 1024.000 1116.000 0.000 46.000 48~.000 489.000 485.0b0 O. 000 43. OC;J 480.003 473. 000 479.000 47f.009 481 .goo O.O00 0.000 3.000 63.000 495.000 480.000 481.000 483.000 0.000 495.000 4?0.200 481.000 48~.000 0.000 383.000 495.000 485.000 480.000 487.000 9.000 O.OOU 330.000 495.000 S08.~00 S04.103 472.900 493.000 0.000 0.000 0.000 165.000 495.000 47~.000 48P.900 O.O00 O.OOO 1180.000 lZ~5.000 1580.000 O.OO0 O. 000 115'~.000 1171.000 121~.000 1255.000 1 279. 000 O.O00 0.000 O.O00 0.000 9.000 I 24J.OOO I 376. 000 I 525 · 000 9.000 0.000 O. 000 IO~O.OuO 1200. 000 I 385.000 O. 000 0.00~ 0.000 1040.000 1115.0G0 1215.000 0.000 O.OOU 0.000 O. 000 1 300.0C0 1600.90,.) 1 777. 000 2100.000 0.000 0.000 O. 000 0.000 O. 000 1045.000 1164.000 0.000 O.OO0 485.000 470.000 48o.000 0.000 0.900 481.000 477.000 480.000 477.000 48Z.000 9.000 0.000 0.000 O. 000 0.000 4?0.000 480.000 ~8~.000 0.000 0.000 0.000 485.000 481.000 ¢90.000 O. 000 0.000 0.000 480.000 485.000 ~90.000 0.000 0.000 0.000 0.000 508.800 501.800 479.O0O 494.?00 O.OOJ O. 000 O. 000 0.000 O. 000 480.500 491.700 O.OOO 0. 000 lZlO.OUO 1305.000 I ~8c,. 000 O. OIJO O.OOO 1141.000 117~.000 1250.000 1265.000 lZ81.000 O.O00 O. 000 O. OOO O. OOU 9.000 1255.000 1419 · O0') 1555.000 O. goo O. O00 O.OeO 1090.000 1225.000 1405.000 0.000 0.000 0.000 1065.000 1125.000 1255.000 O.OOO 0.000 0.000 3.000 1403.000 152~.000 1800.000 2200.000 O.OOO 0.000 0.000 O.OUO 0.000 1050.000 1264.000 0.000 I I ! i 11 NO~ d7 10:24:44 ! P~GE xl GR GR GR GR GR GR GR NC xl X3 GR GR GR GR GR GR $8 Xl ~T NC xl GR, GR GR GR GR GR Xl GR GR xl GR GR GR GR GR GR GR 27S00.000 0.000 SO~.SO0 495.100 491.600 493.200 477.700 499.100 506.800 0.000 275~0.000 10.000 509.700 494.000 496.000 464.300 480.900 500.200 506.800 1.050 27570.000 0.000 10.000 Z.O00 0.005 27020.000 509.500 495.100 491.600 493.200 47?.700 499.100 506.800 0.065 301 30.000 51Z.BO0 501.800 48~.600 510.900 30189.000 517.300 515.300 51 3. 400 502.000 491.500 487.100 500.200 52.000 0.000 1000.000 1422.000 1713.000 1926.000 1928.000 2100.000 2600.000 0.000 32.000 0.000 1000.000 1500.000 1900.000 1992.000 2034.000 2108.000 2600,000 2.342 0.000 0.090 0.000 1950.000 0.070 32.000 1000.000 1422.000 1713.000 1926.000 1978,000 2100.000 2600.000 0.065 ZO.O00 1500.000 2000.000 2207.000 2500.000 0.000 42.000 1000.000 1500.000 2000.OO0 2154.000 2181.000 2221.000 2249.000 1 926. 000 0.000 506. 700 492. 300 492.200 47o.600 479. 300 499. 000 508.400 0.000 1 950. 000 0.000 506.700 492.700 496. 400 480.600 481.900 501.400 506.500 2.500 0. O00 I .000 O- 000 496.800 O. 045 192o.000 506.700 492.300 492.200 4?6.600 4?9.300 499.000 508.400 0.045 2180.000 51 3.000 500.800 484.800 51 I .400 0. 000 ~13~ .000 S1 6.900 51 5.000 51 3.200 49e.100 487.200 467.100 507.200 1992.000 0.000 1100.000 1443.000 1731.000 1955.003 1988.003 2200.000 2700.003 0.300 2078.003 0.000 1100.009 lo00.003 '1918.003 1994.003 2036.000 2200.000 2700.003 0.003 0.003 495.500 0.000 495.000 0.100 1992.003 1100.000 1443.000 1731.009 1955.000 198~.000 2200.000 ~700.000 0.100 lb00.000 2065.000 2212.009 2600.000 0.300 2263.000 1100.000 1600.000 2100.000 2166.000 2194.000 2222.000 22b0.000 ~60.000 0.000 503.000 491.400 492.000 474.600 487.~00 502.200 0.000 0.500 140.000 0.000 503.000 ~92.700 490.800 477.800 498.200 502.$00 0.000 17.000 30.000 496.800 0.000 2078.000 0.~00 50.000 503.000 491.400 492.000 474.600 487.400 502.~00 0.009 0.300 1600.000 512.100 495.700 502.000 ~12.200 O.SO0 59.000 516.500 514.003 513.300 494.100 487.200 494.500 510.400 300.000 2025.000 1200.000 1500.000 1746.000 1960.000 1992.000 2300.000 0.000 0.000 140.003 0.000 1200.000 1700.000 1950.000 2002.000 2063.000 2SO0.OOO 0.000 4.000 30.000 0.000 0.0OO 499.400 0.000 50.000 1200.000 1500.000 1746.000 1960.000 1992.000 2300.000 0.000 0,000 2000.000 1700.000 2100.000 2Z22.00u 2700.000 0.000 59.000 1200.000 1700.000 2138.000 2167.000 2195.000 2234.000 2263.00u 420.00J 49~.000 495.500 48~.000 493.300 473.900 48~.Z00 504.500 0.003 0.000 143.000 0.000 499.200 492.900 491.100 475.000 49~.500 50~.300 0.000 1Z79.150 30.000 0.000 0.000 49a.5oo 0.000 50.000 49d.600 489.000 493.300 475.900 48}.200 504.800 0.000 O. 000 2510.000 510.000 492.400 504.400 512.500 0.000 59.000 516.200 514.200 510.200 49~.500 48~.~00 49~.~00 513.400 O. 000 0.000 1300. 000 1600.003 1~00.000 1965.000 2000.000 ~400.000 O.OOC 0.00~ O.O00 495. 000 I 500. OOJ 1731.000 I 95 O. 000 2023.000 2078.00U 2400.000 0.000 3. 000 9.000 0.000 495.200 O. 000 O. 000 1300.000 1600 · 000 1800. 000 1965. 000 2000.000 2400.000 0.000 0.003 0.000 1800.000 2180.000 2]00.000 2800.000 0.000 O.O00 1300.000 1~00.000 2139.000 2175.000 220~.000 2235.000 2263.000 O.OOO 0.000 497.000 ~91.500 493.000 474.40'0 098.200 50~. 203 0.000 0.000 0.000 ~9~.500 49~,. 100 493.900 486.100 475.400 499.400 505.700 0.000 480.200 0.200 0.000 498.700 0.000 O. 000 1.600 497.000 491 .SOO 495.000 474.400 495.200 506.20u O.O00 0.000 -0.100 506.300 484.500 507.100 513.100 0.000 0.000 515 · 800 513.700 503.900 491.500 486. 800 500.200 513.700 0.000 O. OOU 1400.000 1700.000 1900.000 1979.000 202~.000 2500.000 0.000 O.OOO ,].OOO 9.000 1400.000 1500.00J 1990.000 2027.000 207~.0G9 2500.000 0.000 480.000 O.OOO 0.000 O.OOO 0.000 O. OOO 1400.000 1700. OOO 1900.000 1970.000 202S.000 2500.000 0.000 O.O00 0.000 1900.000 2200.000 2400.000 2900.000 0.000 O.O00 1409.000 1900.000 215).000 21U0.000 220~.000 2248.000 2403.000 GR GR Xl GR GR GR GR GR GR GR GR GR GR GR GR Xl XZ xl GR GR Gr GR GR GR GR GR xl GR GR GR GR xl GR GR GR GR EJ I NOV ~7 514.000 515.400 30190.000 Z.O00 517.500 ~15.303 ~1 5.400 510.~00 510.400 510.400 487.200 48f.100 51 O. 400 51 O. ~00 51 3.700 515.100 30200.000 0.000 30201.000 517.300 515.300 513.400 491.500 467.100 500.200 51 4. 000 515.400 0.000 30250.000 512.800 501.800 483.800 510.900 $1310.000 515.300 504.700 488.200 514.800 0.000 I 10:24:44 2500.000 3000.000 58.000 2138.000 1000.000 1500.000 2000.000 2153.000 2167.000 2181.000 2105.000 2221.000 2234.000 2249.000 2400.000 2900.000 0.000 0.000 42.000 1000.000 1500.000 2000.000 2154.000 2151.000 2221.000 2249.000 2500.000 3000.030 0.000 20.090 1500.000 2000.000 2207.000 2500.000 19.000 1000.000 1600.000 1869.000 2200.000 0.000 ! I ! ! 51 4.400 515.b00 1 38.000 513.300 51 6.900 51 5. 000 51 3.Z00 510.400 494.100 491.500 486.800 510.400 51 0.400 500.200 514.000 51 5.400 0.000 0.000 2158.000 51o.900 51 5. 000 51 3.200 49~,.100 487.200 487.100 507.~00 51 4.400 515.600 0.000 2180.000 513.000 500.800 484.800 511.400 1 86 3.000 515.300 504.700 488.300 51 5.800 0.000 2600.000 3100.000 2263.003 510.200 1100.003 1600.000 2100.000 215e.003 2107.000 2181.003 2207.003 2221.000 2235.000 224~.000 2500.000 3000.003 0.000 0.000 2263.000 1100.000 lo00.003 2100.000 2166.000 219~.003 2222.000 2260.000 2600.003 3100.000 0.100 2222.009 lo00.000 2066.009 2212.000 2600.003 1~20.000 1100.000 1700.000 1876.000 2300.000 0.003 51~.500 0.000 1.000 2263. 000 51 6. 500 51 4. 600 51 3. 300 502.000 492.500 487.200 510.400 510.400 494. 500 507. 200 514.400 515. ~00 10.000 0.000 I .000 516.500 514.600 513. 300 494.1 O0 4~.7. 200 494. 500 51 O. 400 51 *. 500 O, 000 O. 300 49.000 512.100 495.700 502. 000 512.200 750.000 512.000 501.600 509.600 510.400 0.000 i ! 2700.000 0.000 I .000 513.400 1200.000 1700.000 2138.000 2154.000 2175.000 2194.00~ 2207.000 222~.000 2235.000 2260.000 2600.000 3100.000 10.000 0.000 1.000 1200.000 1700.000 2138.000 2167.000 2195.000 2254.000 2263.000 2700.000 O.OOO O.OOO 49.000 1700.300 2100.000 2222.000 2700.000 500.000 1200.000 1766.000 1920.000 2400.000 0.000 51 ~,. 700 O. 000 1.00J 510.~00 516.200 514.200 510.200 494.1 O0 491.500 510.40'0 510.400 487.100 500.200 510.400 514.500 0.000 10.000 1. 000 I .000 51'~. 200 514.200 510.200 492.50;I 480.~03 49,~.500 51 ~ .400 51 ,*. 700 O. OCO O. 000 4~.000 510.000 49Z .400 504.400 512.50,'0 1060.000 '507.500 49f.300 511.400 516.800 0.000 I I I ! 2800.000 0.000 0.000 0.000 1300. O00 I 500. 000 2138.000 2166.000 21~0.000 21'~4.000 220~.000 2222.000 274~.000 ~26~.000 2700.000 O.O00 0.000 0.000 O.OOO 1300.000 l&O0.O00 2158.300 217S.00'] ~07.000 2235.000 2265.000 2800.000 0.000 0.003 0.000 1500.000 21~0.000 2~00.000 2aO0.O00 0.000 1400.000 1800.000 2000.000 2500.000 0.000 515.100 0.000 0.000 0.000 515.800 513.700 503.~00 510.40;3 510.400 510.~,00 486.$00 494.500 510.403 51 3. 400 514.700 0.003 0.000 0.000 0.000 515.~03 513.700 503.900 491.500 486.800 500.200 513. 700 515.100 0.000 O.OCO 0.000 506.300 464.500 507.100 513.100 -0.400 506.500 491.100 513.200 0.000 0.000 ! PAGE 1 5 2900.000 0.000 0.000 0.000 1400.000 1900.000 2153.00u 2166.000 2189.003 2195.00~ 220~.000 2234.00~ 22~.000 2800.000 O.OOO 0 · 000 O. 000 O.OOU 1400.000 1900.000 2153.000 21BO.OOU 220&.00~ 224~.000 2400.000 2900.000 0.000 O.O00 0.000 1909.000 2200.000 2400.000 2900.000 O. O00 1500.000 1~63.000 2100.000 0.000 0.000 ! I NOV ~? 10:24:44 PA.~E HEC2 RELEASE DATED NOV 7e UPDATE0 MARC 1982 ERROR CORR - 01,02,03,04,O5 MODIFICATION - 50,51,52,53,54,55 THiS RUN EXECU[ED 11 NOV 8? 10:~5:94 T1 GRAPEVINE CREEK, COPPELL, 0ALLAS COUNTY, TEXAS FIS T2 EXTENDED FLOOD INSURANCE STUDY NO ENCROACHMENTS T3 GRAPEVINE CREEK FILE: NDMRXN1 NOM ENGINEERS J1 ICHECK IN~ NINV IO[R STRT METRIC O. 3. O. O. 0.000000 0.00 J2 NPROF IPLOT PRFVS XSECV XSECH FN Z.O00 0.000 -1.000 0.000 3.000 0.000 SO-YEAR DISCHARGE 11/10/87 HVINS q wSEL ~ 0.0 0. 457.45U 0.0OO ALLDC I~w CHNIM ITR~CE 0.000 O.OOO O. O00 0.009 I I I ! I I I I ! ! ! I ! ! I i ! I ! 11 NOV ~7 10:2~:~ Pa~E 15 THIS RUN EXECUTED 11NUV 67 10:g5:11 MEC2 R~L~ASE DATED NOV 76 UPDATE0 MARC 1982 [RROR CORE - 01,0g,d3,0&/05 MOOIFICATION- 50,51,52.53,5~-55 T1 GRAPEVINE CREEK. COPPELL. DALLAS COUNTY/ TEXAS FI$ IO0-YEAR DISCHARSE T2 ~XTENDED FLOOD INSURANCE STUOY NO E~CROAC~MENTS T3 GRAPEVINE CREEK FILE: NDMRXN1 NOM ENGINEERS 1111u1~7 J1 ICHECK IN~ NIN¥ IDIR STaT METRIC dV[NS ~ 4S~L F~ O. 4. 0. O. 0.000300 0.00 0.0 0. ~57.~b2 0.20~ J2 NPROF [PLOT PRFVS %SECV XSECH FN ALLDC ISW C~N[M [TRACE l. O00 O.OO0 -1.000 0.000 O.000 0.000 0.000 O.OOO O.O0] G.OOJ I I I i I I I ! I ! I i ! ! ! I ! I I 11 NOV ~7 10:~:~ PABE 1~ THIS RUN EXECUTED 11 NOV 87 10:2):1~ HEC2 RELEASE OATEO NOV 7o UPDATED MARC 1~82 ERROR CORR - 01,0Z.03,04.05 HODIFICATION - 50,51.52~53~54~55 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS SOO-YEAR DISCHARSE TZ EXTENDED FLOOD INSURANCE STUDY NO ENCROACHHENTS T5 GRAPEVINE CREEK FILE: NDKRXN1 ND~ ENGINEERS 11/10/~7 J1 [CHECK [N~ N[NV IDIR STRT ~ETRIC HVINS ~ ~EL FC O. 5. O. 0. 0.0~0030 0.00 3.0 O. 455.750 0.90] J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC I6w C~NIM [T~ACE 15.000 0.000 -1.O00 O. 0OO ].000 0.000 0.003 0.]0O ~.00u O.00o ! I I I ! I I i I ! I i ! ! ! ! ! I ! 11 NOV 87 10:24:~4 ~AGE 17 Th;S ~UN EXECUTE2 11 NOV o7 1G:Z~:27 HEC2 RELEASE DATED NOV 76 UPDATEO NARC 1982 eRROR CO~R - 01,02,03,0G,05 MODIFICATION - 50,51,52,5~.54,55 NOTE- AS[ERISR (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMAR~ OF ERRORS LIST GRAPEVINE CREEK FILE SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ~LMIN Q CWSEL CRIWS EG 1O&*$ VCH AREA .G1K 15350.000 0.00 0.00 O.O0 aG1.30 6900.00 456.58 J.20 457.34 31.29 Z.52 1SSt.tm 1255.5~ 15~50.u00 0.00 O. O0 0.00 ~41.30 9700.00 &5?.A5 0.~0 ~53.14 5z.76 ~.19 21~1.~0 1~4.35 15350.000 0.00 0.00 O.OO ~41.30 11900.00 457.~0 0.00 ~5~.56 $3.36 8.45 2~8~.Z2 19~.53 15550.000 0.00 0.00 0.30 ~41.~ 1~200.90 ~5u.75 ].OG 45~.47 ~..Z~ ~.97 ~o~.51 154~0.000 90.00 O.Ob 0.00 ~.70 6900.00 &5~.3D O.JO ~57.$$ 3.1~ ~.16 1557.31 15~40.000 90.00 0.00 O.gG ~.?0 9700.00 &58.01 J.2~ ~5~.a? 12.32 5.aG 179~.57 zT~I.CZ 15440.000 90.00 0.00 O.QO ~39.?0 11300.~0 &5~.35 ~.30 ~S.~O la.91 5.~6 1~&5.o3 15440.000 90.00 0.00 0.00 a39.?0 1~200.00 ~59.08 0.~0 ~5g.90 20.~1 ?.~? 1955.~4 ~113.~1 15470.000 30.00 46~.50 ~59.00 &3~.70 6900.00 ~57.06 0.30 a57.35 ~.12 ~.16 lo00.09 15470.000 30.00 ~60.50 aSO.o~ ~3~.?0 9?00.00 458.05 O.GO 45~.50 12.&9 5.~d ld02.~9 15470.000 30.00 ~60.50 459.00 ~39.70 11000.00 ~58.~0 ~.O0 45~.95 1~.72 5.04 1~55.~9 15470.000 30.00 400.50 45~.u0 ~3~.?e 14200.00 460.2? O.JO ~60.95 15.~7 5.~5 2~2~.72 155~0.000 50.00 OoO0 O.dO 441.30 6900.90 45o.~5 3.00 w57.o4 £5.78 ?.]9 135~.~3 15520.000 53.00 O.O0 0.00 ~41.30 9700.00 457.92 9.00 458.52 31.45 5. JO 139].22 15520.000 50.00 O.OO O.JO G~1.30 11000.00 ~5~.30 ~.JO ~5¥.26 33.58 5.76 2127.20 1~.2j 15520.000 50.00 0.0~ 0.~0 &41.~0 14200.0L &60.o~ ~.00 4oi.1C 17.05 ?.00 40eJ.51 54~.~ 156~0.000 80.~0 0.00 0.00 ~41.60 ~00.00 ~57.51 ~.0~ ~57.~ lg.05 &.~7 1~15.?~ 15600.0~0 8~.00 0.00 O. 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I I ! 11 ~OV ~7 10:24:44 PAGE GkAPEVIN~ CREEK FILE SUMMARY PRINTOUT TABLE 150 SkCN0 Q CWSEL DiFwSP DI~WSX DIFKWS TOPwID XLC. 15550.000 o~00.00 ~5o.38 0,00 0.00 O.OO 49~.JZ 2.]0 15350.0J0 970~.00 457.45 1.07 O.O0 0.20 592.22 15350.000 11000.00 457.~o J.sl 0.00 0.00 619.u7 15350.000 14200.00 458.75 O.d9 0.00 0.00 0?1.~3 15440.000 6900.00 45?.~6 0.30 5.68 0.00 145.Z9 9J.00 15440.000 9?00.00 458.01 0.05 0.5o 0.00 147.J0 90.50 15440.000 11000.00 45~.35 O.)~ ~.49 0.00 147.J0 9O.J0 15440.000 14200.00 459.05 0.74 0.33 0.30 14?.00 90.30 15470.000 6900.00 ~57.08 0.~0 0.02 0.00 145.~Z 33.04 13470.OuO 9700.00 ,58.05 0.97 0.04 0.00 14Z.00 15470.000 11000.00 45~.~0 0.~5 0.05 0.00 147.00 33.30 154Z0.0~0 14100.00 46).2? 1.07 1.19 0.00 46~.$5 3J.9b 1~5~.000 6900.00 456.~3 0.00 -0.14 0.00 403.78 5J.24 15520.000 9703.00 457.e2 1.30 -0.13 0.04 503.o? 50.00 155~0.0J0 11000.00 ~55.30 0.3~ -0.10 0.00 056.$1 5J.00 15520.000 1420J.00 4oj.63 2.53 0.56 0.00 ¥45.02 5J.30 15~00.000 oQO0.00 ~57.51 0.00 0.58 0.00 129.00 15600.000 9?00.00 458.&8 0.90 0.55 0.00 120.00 50.9U 15600.000 11000.00 455.?6 0.~1 0.48 0.00 12~.u0 80.20 15~0.020 14200.00 ~0.55 1.77 -0.08 0.00 129.J0 8~.J0 15~10.000 OgOO.OG 45?.55 G.O0 0.03 0.00 129.U0 12.24 15~10.000 9700.~0 458.54 1.00 0.07 0.00 12~.20 1].JO 15o10.0J0 11000.00 460.00 1.4~ 1.~2 O.OG 129.00 15~10.000 14200.20 402.52 2.12 1.97 O.OO 162.7o 12.00 15030.000 0900.00 457.50 0.O0 0.01 0.00 182.21 15630.GJG 9700.00 458.5Z 1.01 0.03 O.O0 188.?Z 20.30 15050.000 11000.00 460.07 1.50 0.07 O.OG 19J.3~ 15650.000 14200.00 462.73 2.36 0.21 d. OC 537.05 15o,0.0~G 0900.00 457.60 0.00 0.04 0.00 177.00 19.00 15040.0u0 9703.00 458.05 1.0~ 0.0~ 0.00 184.11 1~.J0 15o~0.000 11000.00 460.12 1.e9 0.05 0.00 19~.29 15o40.C00 14200.00 e6~.77 2.35 0.04 0.00 540.54 10.30 15~50.000 6903.00 457.51 0.00 0.01 O.O0 177.07 13.00 15650.000 9700.04 458.~5 1.04 0.02 0.04 18~.~1 10.30 15056.000 11000.00 460.13 1.&9 0.01 0.00 194.42 11.00 15650.000 1~200.90 ~62.78 2.04 0.01 0.00 542.23 lJ.o~ ! I I I ! I I I i i ! ! ! I I ! ! 1 ! 11 NGV 37 10:24:44 Pfi;E 20 SECN0 Q CWSEL DIFWSP OZFWSX OiFKWS TOPWI0 XL~H 15660.000 O900.00 45?.53 0.90 -0.08 0.00 155.11 10.50 15660.000 9700.00 459.52 0.99 -0.13 0.00 163.52 1J.JO 15050.000 11000.00 460.01 1.~9 -0.12 O.OC 175.11 1J.OG 15600.000 14200.00 &62.o6 2.55 -0.12 0.00 506.94 lO.dO 150o0.000 0900.00 45?.69 0.00 0.10 0.00 173.01 20.00 15060.030 9700.00 ~58.81 1.12 0.29 0.30 180.27 15650.000 11003.00 400.30 1.49 3.29 0.00 190.7d 23.00 15680.000 14200.00 462.95 2.65 0.30 0.00 55o.62 20.00 15750.000 6900.00 457.80 0.00 0.11 O.O0 195.?0 50.00 15730.000 9700.00 ~58.98 1.18 0.17 0.00 202.~9 15750.000 11300.00 400.45 1.47 0.15 0.00 213.05 53.00 15730.000 14703.00 403.09 2.64 0.14 0.00 601.~9 50.00 10480.000 6900.00 458.92 0.00 1.12 0.00 729.04 750.D0 16480.030 q700.O0 460.~3 1.40 1.35 0.00 740.~3 752.DG 154~0.000 11000.00 4ol.55 1.22 1.10 0.00 ?44.56 750.00 164~0.000 14200.00 463.q6 2.~Z 0.87 O.O0 751.74 750.~0 17o~0.000 7500.00 400=41 0.00 1.49 0.~0 544.25 1123. J0 17600.000 10500.00 ~1.68 1.27 1.35 0.00 730.5? 1120.00 17000.000 11500.00 402.53 O.&5 O.q8 0.00 733.13 1120.C0 17600.000 15100.00 4o~.o0 2.07 0.04 0.30 739.40 1120.~0 179d0.000 7500.00 461.96 0.30 1.55 0.00 606.1o 179~O.GUG 10500.00 463.09 1.13 1.~1 0.00 o31.50 179~0.000 11800.00 ~6~.~4 ~.55 1.11 0.00 643.54 38].J0 17980.C]0 15100.00 405.25 1.61 0.05 0.00 665.53 380.20 lo1~0.C00 7500.00 462.0o O.O0 0.10 0.00 5&6.o2 170.00 1~150.0~0 10500.00 4o3.21 1.14 0.12 0.00 572.40 173.o0 1~150.000 11800.00 463.75 9.55 0.12 0.00 584.12 170.~0 lo150.000 15100.00 465.35 1.30 0.10 0.00 617.~1 1821C.030 7500.00 462.16 0.00 0.10 3.00 530.05 60.0C 18210.000 10500.00 405.32 1.16 3.11 O.O0 559.75 63.00 18210.000 11500.00 403.8o 9.5~ 0.11 0.00 573.53 60.00 18210.G30 15100.00 405.44 1.58 0.09 0.30 613.12 63.30 18240.000 7500.00 A61.79 O.O0 -0.37 0.00 ~81.09 30.00 18240.000 10500.00 403.u6 1.77 -0.2e 0.00 515.41 50.00 182~0.000 11803.00 463.05 0.59 -0.21 0.90 537.zZ 30.00 1~£~0.000 15100.00 465.32 1.67 -0.12 0.90 58~.10 30.00 183zb. OuO 7500.00 402.5o O.Ob 3.~7 0.00 540.15 63. J0 1~320.000 10500.00 ~63.71 1.05 0.55 0.00 565.83 ~3.30 15320.000 11900.00 46~.20 0.49 0.55 0.30 577.83 80.30 18320.000 15100.00 ~o5.o6 1.~o 3.33 0.00 611.95 80.00 I ! I i I I ! i I ! ! I ! ! ! I I ! i 11 NOV ~7 10:~.:4~ ~-;E ~z SECNO Q CWSEL DIFWSP DIFWSX OIFKW$ TOPwIO KLCH 15450.000 7500.30 403.31 0.00 0.35 0.00 53/.)3 13J.oO lo~50.030 10500.00 464.07 1.0~ 3.3~ 0.00 57Z.63 133.J0 13~50.0J0 11803.00 464.54 3..8 O.3s O.O0 591.61 132.00 15450.000 15100.00 ~o5.53 1.3g O.Z7 0.00 547.10 133.00 15530.000 7500.30 ~62.79 3.00 -0.22 0.00 ~3o.64 53.00 165J0.000 10500.30 463.70 0.31 -0.~7 0.30 51~.5~ 5J.dO 1~530.000 11803.00 4o4.Z0 0.50 -0.35 O.OG 56~.50 53.30 1~50C.C3~ 15100.00 465.75 1.55 -0.18 0.00 539.~8 5J.uo 1~514.000 7500.00 4~3.~9 0.30 0.60 0.00 143.71 14.Jb 1~51s.000 10500.00 46~.00 0.~1 0.~0 0.00 lsl.50 lS514.000 11500.00 464.18 3.19 -9.01 0.00 14d.~4 14.00 1551~.~30 15160.00 s05.35 1.17 -0.~0 0.00 155.~3 1~.00 1~515.000 7500.00 463.~o 0.00 -0.03 0.30 13s.47 1.o0 15515.000 10500.00 ~65.~5 0.69 -0.05 0.00 14Z.lo 1.00 15515.000 11800.00 464.1Z 9.17 -0.06 0.00 145.24 1.06 ld515.000 15100.00 ~oS.Z? 1.15 -0.08 0.00 150.58 1.JO 165o5.000 7500.00 403.~9 0.3C 9.13 0.00 138.33 16505.030 10500.00 4o~.71 O.7Z 0.26 0.30 143.02 1~5~5.000 11800.00 454.47 O.ZO 0.35 O.OG 144.o3 5].Ob 1~5o5.000 15100.00 4o5.7Z 1.Z5 0.45 0.00 152.Z~ 50.00 1~5oo.000 7500.00 4o3.~8 O.OO -0.01 0.00 145.51 1.00 1~5o6.000 10509.00 ~64.17 0.59 -0.03 0.00 147.t0 1.~0 1~5~o.000 11800.00 404.42 0.~5 -0.05 3.00 14g.$~ 1~50o.000 15100.00 4~5.~1 1.19 -0.11 0.00 15~.55 1.00 1~600.000 7500.00 4ow.lO O.O0 O.~R 0.00 4~4.13 18600.000 1050J.00 405.~7 1.37 1.30 O.O0 537.~9 186J0.000 11800.00 soO.Oo 0.59 1.64 0.00 553.97 18600.000 15100.00 467.91 1.55 ~.~0 0.00 500.88 3~.00 1~o15.0Q0 7500.00 4o4.14 0.00 0.03 0.00 495.75 15.~0 18615.000 10500.00 465.50 1.37 0.03 0.00 538.~Z 15.~0 18615.00U 11803.00 465.09 0.59 0.03 0.00 554.~6 15.00 1~615.000 15100.00 46?.93 1.84 0.0~ 0.00 o01.68 15.Ou 1~650.000 7500.00 s63.59 0.00 -0.55 0.00 418.~3 35.J0 1~650.000 10500.')0 4o5.11 1.5Z -0.40 O.O0 60?.58 3J.30 18650.000 11900.30 ~65.8~ 0.?1 -0.28 0.00 ~31.6& 1dbSO.OJO 15100.30 407.85 Z.04 -0.08 0.00 75~.75 0.100 7500.00 ~66.33 0.00 Z.7& 0.00 561.~8 513.00 0.100 10500.00 4o7.39 1.07 2.28 0.00 58Z.~Z 51J.O0 b.lO0 11500.00 ~67.70 0.31 1.b9 O.O0 58~.Z0 510.30 0.100 1510~.30 4~9.82 1.11 0.96 0.00 50~.30 I ! I I ! ! ! I I I I I I ! I I ! I ! 11 NOV 37 1G:2~:4& ~3E 23 SECNO Q CWSEL OIFwSP DIF4SX OIFKWS TOPwID XL:H 0.200 750J.00 466.q3 0.00 0.60 3.30 545.25 G.z3u 10500.30 ~68.17 1.2~ 0.78 0.30 o2J.51 $9J.30 O.Z30 11300.00 ~6~.57 0.~0 0.37 O.OC 032.27 39].J0 O.ZJC 15103.30 409.72 1.15 0.91 0.30 06~.73 0.300 7503.00 ~69. U3 0.00 2.10 0.30 541.35 v.300 10500.30 ~70.07 1.05 1.90 0.00 57Z.~4 ~5J.JO 0.~00 11800.00 470.47 0.4G 1.89 0.00 577.)) ;SJ.O0 0.330 15100.00 471.~0 0.93 1.68 3.00 5UT.vO 45J.30 205~0.000 7500.00 469.90 3.30 3.87 0.00 ~5~.12 543. JG 20540.000 10500.00 471.04 1.1~ 0.97 O.OG 45~.40 540.30 20540.000 11300.00 471.47 0.~3 1.00 0.90 465.15 54~.~0 205~0.000 15100.00 472.4~ 0.~9 1.06 0.00 4~0.47 542.~0 0.500 ?500.gO 470.4~ O.GO 0.56 0.00 401.o3 43~.00 0.500 10500.00 471.73 1.27 0.69 0.00 444.79 43~.00 0.500 11800.00 472.21 0.48 g.74 0.00 457.93 0.500 15100.00 473.31 1.10 0.85 0.00 47~.$3 43J.~0 0.600 ?500.00 470.25 0.00 -0.~1 O.OO 324.w5 390.00 0.600 10500.00 471.S9 1.15 -0.33 0.00 370.~4 390.0~ G.600 11804.00 471.87 0.48 -0.34 0.00 389.06 ~90.o0 0.600 15100.00 473.05 1.18 -O.Z5 0.00 44Z.53 393.3b 21690.000 7500.00 472.10 0.00 1.85 O.O0 ZSk.4o 325.00 210v0.0~0 10500.00 473.60 1.50 2.21 0.00 3~1.sl 325.~0 21090.000 11800.00 47~.13 0.53 2.26 0.00 393.96 21090.000 15100.00 475.~0 1.06 2.14 0.00 ~25.~1 1.000 7500.00 47~.71 0.90 2.51 0.00 275.~0 1.000 10500.00 470.~3 1.72 2.82 O.OG 310.6½ 530.J0 1.0~G 11~00.00 477.01 0.56 2.87 0.00 )25.~3 ~30.3U 1.000 15100.00 47~.21 1.21 ~.02 0.00 345.?~ 530.00 22o~0.000 750~.00 ~75.50 0.00 0.?9 0.00 270.24 22600.000 10500.00 477.33 1.84 0.91 0.00 337.17 22600.000 11500.00 477.97 0.64 0.9? 0.00 ~59.57 38~.00 22b00.000 15~00.00 47~.$5 1.37 1.13 0.~0 ~12.16 580.00 2.000 7540.00 &77.~9 0.00 ~.50 0.90 ~1~.73 ~?O.O0 2.000 lO5e0.oo 47~.51 1.~2 2.1~ o.o0 257.o3 2.oo0 113oo.o0 4~o.o~ 0.53 ~.o? o.oo ~71.16 570.00 2.ooo 151o0.oo 481.3o 1.~6 1.g5 o.0o ~o4.71 23900.0d0 7500.00 4g0.03 0.00 2.03 0.00 )19.o~ 732.00 25900.000 10500.00 481.8a 1.32 2.33 0.00 359.15 23904.000 11800.00 482.51 0.66 ~.46 0.00 366.~0 23900.000 15100.00 48~.00 1..9 2.70 0.00 375.01 ! I I I ! ! I I I I I I I I ! I ! i 11 ~OV ~? 10:2~:~4 PA~E SEChO Q CWSEL DIFwSP O[FwSX OIFKwS TOPwID 3.000 7500.00 400.09 0.00 0.66 0.30 233.21 465.00 3.000 10500.00 452.~5 1.76 J.61 0.30 294.75 465.5C 3.0JO 11800.00 483.10 O.c5 0.o0 0.00 30~.!$ 46S.~0 3.000 15103.00 484.57 1.4o ,).~o 0.00 J41.~0 4.000 7503.00 4~1.54 0.00 0.85 O.GO 14~.55 500.30 ~.OOC 10500.00 485.)0 1.?0 0.8~ 0.00 260.05 56J.30 4.000 11800.00 ;E$.95 0.~5 0.$5 0.00 520.?2 56].d6 ~.OOO 15103.00 485.44 1..~ 0.67 O.O0 ~1~.~7 5o].~0 5.CdO 7500.00 462.01 0.00 0.47 O.O0 Z18.4Z 5.000 10500.00 ~83.8b 1.~4 2.56 0.00 272.?S 1~5.0C 5.000 11800.00 484.~ G.6~ 0.58 OoGO ~9~.57 14}.Cb 5.000 15100.00 ~85.00 1.47 0.56 0.00 ]58.02 14~.~0 249J0.0~0 7502.00 452.54 0.~0 0.53 0.00 225.15 24950.000 10500.00 &84.4~ 1.92 3.61 0.00 259.~0 220.20 2.950.U00 11800.00 &85.1~ O.?u 0.63 0.00 273.24 22].00 24930.~J0 15100.]0 48~.67 1.51 3.67 0.90 ~10.25 222.00 o. GO0 ?500.00 462.42 0.00 -0.12 0.00 210.50 9].00 6.000 10500.00 4~4.30 1.57 -0.17 0.20 247.50 gO.JO c.O00 11500.00 484.98 0.~8 -0.18 0.~0 25~.42 90.JO o. GoO 15100.00 ~8~.&5 1.4~ -0.21 0.00 2m3.~3 93.00 250~5.000 7500.00 4~1.~8 0.00 -0.94 O.OG 95.~1 ~.~0 2~0~5.000 1050~.00 .8S.~3 1.o5 -1.06 0.20 179.52 bJ.OU 250~5.0J0 11BOO.O0 484.00 0.Z6 -0.98 0.00 ~44.17 5O.GO Z~055.000 15100.00 485.69 1.~9 -0.?? 9.00 302.4~ 63.00 25135.000 7500.00 483.25 0.30 1.67 0.00 15o.7Z 53.00 25135.000 10500.00 485.28 2.32 2.04 0.20 226.~4 50.00 25135.0d0 11800.~0 485.91 O.b4 1.Q2 0.00 $1~.?Z 5.].0~ 251~5.000 15100.00 GS?.Ob 1.1o 1.39 0.00 354.J2 251~5.000 7500.00 483.92 0.00 0.67 O.OG 157.10 53.~0 25185.000 10500.~0 4~5.90 1.9~ 0.62 0.00 273.12 5J.dO 25165.000 11800.00 4E0.55 0.65 0.64 0.00 277.m5 5O.O0 251~5.000 15100.00 487.o9 1.15 0.62 0.00 285.88 50.J~ 252~5.000 ?500.00 464.41 0.00 0.48 ~.00 17~.5~ 5~.0~ 25255.000 10500.00 460.~9 1.98 0.49 0.00 226.65 5~.20 252~5.000 11800.00 487.0~ 0.64 0.48 0.00 231.83 5J.OO 252~5.000 15100°00 088.~0 1.17 ~.51 0.00 240.9u 50.~0 252~0.000 ?500.00 48&.~? 0.00 0.27 0.00 15~.?~ 4~.00 25280.000 10500.00 486.?0 2.03 0.31 ~.00 180.51 4S.00 252~0.000 11800.00 487.55 0.~6 0.53 0.00 185.9B 4~.00 252d0.000 15100.00 ~88.5~ 1.23 0.~8 0.00 19~.55 45.~0 I i I I i i ! I I I I I I i I I ! ] ] 11 NOV ~7 10:2.:44 PASE 5J SECNO Q CWSEL DIFwSP DIFWSX DIFKWS TOPwID XLCH 2532~.000 7500.30 484.~1 O.OO 0.13 0.00 157.71 45.]0 25325.000 10500.00 ~8o.69 2.08 0.19 0.00 1~9.6~ 45.J0 25325.000 ll~OJ.O0 487.57 0.o~ 0.22 O.O0 174.~1 45.j0 25525.0.)0 15102.20 488.d8 1.31 0.29 O.OO 184.07 ~5375.000 7500.00 48~.85 J.O0 0.05 0.30 150.19 53.20 25375.000 10500.00 480.95 2.99 3.00 0.00 158.17 50.00 25375.0J6 11800.00 4~7.o5 0.09 0.06 0.00 162.24 50.00 2>375.0d0 15100.00 488.9~ 1.33 0.09 0.30 170.48 53. J0 25421.030 7500.00 ~84.97 0.00 0.12 0.30 17~.~9 45.00 25421.UJ0 10500.00 ~e?.11 2.14 0.16 0.00 188.~ 254Z1.490 11800.00 s87.62 0.71 0.18 0.00 192.09 45.30 25421.030 15103.00 48~.21 1.39 0.2& 0.00 198.49 4~.u0 25422.000 750J.00 464.06 0.00 -0.01 0.00 175.~9 1.30 25~ZZ.000 10500.30 487.10 2.13 -0.01 0.00 183.~1 1.00 25422.000 11800.00 ~o~.80 0.71 -0.01 0.00 187.J7 25~22.000 15100.00 489.19 1.39 -0.02 0.00 195.40 1.06 25542.000 7500.00 ~s.99 0.00 0.03 0.00 173.~3 123.J0 25542.000 10500.00 ~o7.13 2.1S 0.03 O.O0 183.16 120.06 25542.000 11800.00 487.~s G.71 0.04 0.00 187.15 120.Jc 25542.000 35100.90 4~9.24 1.40 0.05 0.00 255~.0~0 7500.00 485.01 O. JO 0.02 O.OC 178.90 1.00 255e3.030 10500.00 487.1~ 2.15 0.03 0.0§ 16~.97 1.00 255~.000 1150~.00 %87.85 0.72 0.04 0.00 192.52 1.00 255e3.000 ~5109.00 46~.28 1.41 0.05 0.00 198.~1 1.00 25506.000 7500.30 48~.9& 0.00 -0.07 O.OO 13~.75 25.00 25508.000 10500.00 487.05 Z.12 -0.11 0.00 15~.18 ~55~8.000 11800.00 ~87.75 3.~0 -0.12 U.OG 161.92 25.00 255~.000 15100.00 489.~2 1.~6 -0.17 0.00 178.95 25.30 2~616.000 7502.00 484°95 0.00 0.02 O.OC 128.~5 53.00 25o1~.0~0 10500.00 ~87.0~ 2.11 0.01 0.00 155.17 53.00 2501b.OOO 11800.00 ~87.76 0.?0 0.01 0.00 165.9~ 50.00 25618.GJ0 15100.00 489.12 1.36 0.01 0.00 256o6.000 750D.00 485.02 0.00 O.OO 0.00 15).05 50.00 2560~.030 10500.00 487.17 2.15 0.11 0.00 185.~9 50.00 25068.000 11800.00 ~87.69 3.72 0.15 O.OC Z01.~9 50.30 25006.000 15100.00 469.$2 I.~ 0.20 0.00 232.90 50.]0 2571~.000 7500.00 ~8~.9~ 0.00 -O.O& 0.00 155.79 &o. JO 2571~.000 10500.00 487.1~ 2.18 -0.01 0.00 ~22.~8 25714.000 11803.00 4~7.89 0.?3 0.00 0.00 252.54 2571~.0u0 15100.00 4~9.$5 1.46 0.0~ 0.00 504.80 45.00 I I i I I ! I i I ! ! I I i ! ! ! i i 11 NOV ~7 10:24:4& PAGE 31 SECNO Q CWSEL OlFWSP DLFaSX DIFKWS TOPdID XLCH 25754.000 7500.00 485.13 0.00 0.15 0.00 177.~8 43.00 25754.000 10500.00 487.28 2.15 0.12 0.90 279.J3 40.00 ~5754.090 11809.00 468.01 0.73 0.12 0.00 324.83 42.J0 25754.000 15100.00 489.49 1.48 0.14 O.OO 417.24 40.)0 255~0.000 7o00.00 485.11 0.00 -0.03 0.00 345.~) 0o.00 25820.000 10600.00 487.44 Z.33 0.16 0.00 415.o5 63.d0 25820.000 11900.00 488.24 0.80 3.23 0.00 434.~0 o6.00 258Z0.000 15109.90 489.87 1.OZ 0.38 O.O0 47o.27 65.00 26170.060 7600.90 485.~4 O.O0 0.7~ 0.00 243.s5 35).00 2511G.000 10~00.00 487.83 2.00 o.41 0.00 Z59.J1 359.20 Zol?O.OOO 11o00.00 ~.59 0.74 0.~4 0.00 262.75 20170.000 15100.00 490.11 1.53 0.25 0.30 20~.57 350.~0 2o550.0O0 7500.00 487.88 0.99 2.03 0.00 15~.37 383.J0 2o550.000 10600.00 489.32 1.49 1.52 O.O0 105.~8 583.d0 20550.000 11900.00 &89.99 0.o2 1.40 O.OG 160.Z? 38J.30 20550.000 15100.00 491.33 1.34 1.22 O.OO 16~.1v 26660.000 7600.00 488.a6 0.00 0.99 0.00 14~.~5 ~3-3.00 26860.000 10600.00 490.46 1.59 1.09 O.O0 162.52 33J.JO 20880.000 11900.00 &91.10 0.64 1.11 0.00 16~.21 268~0.000 15100.00 492.51 1.~1 1.17 0.00 174.30 27050.000 6?00.00 489.26 0.00 0.40 0.00 135.95 165.00 ~7050.0J0 9~00.00 491.03 1.27 0.57 O.O0 171.71 165.30 27050.OOO 10500.00 491.78 0.75 0.68 0.30 17~.45 163.J0 27050.030 13400.00 e93.39 1.ol 0.89 O.OG 180.00 165.30 27400.000 0700.00 492.02 3.00 2.76 0.00 553.06 420.30 27400.030 9~00.00 49~.63 2.01 5.00 O.OG 599.~7 42J.uG 27400.0U0 10500.00 .94.71 0.63 ).93 0.00 59~.91 423.30 27400.000 13400.00 ~9o.~2 1.ol 2.92 0.00 ~25.92 422.20 275~0.000 O?O0.O0 4Q2.41 0.00 0.59 0.00 103.40 14J.JO 27540.000 9400.00 494.1~ 1.72 0.10 0.00 105.Z6 140.2G 22540.0~0 10500.00 494.~9 ~.5o -0.02 0.00 107.18 140.~G 27540.000 13400.00 496.41 1.72 0.09 0.00 6~8.75 140.J0 E7520.000 6700.00 ~92.56 0.00 0.15 0.00 105.~3 3O. JG 27570.000 9400.00 494.34 1.76 3.21 O.O0 103.27 27570.000 10500.00 49~.93 0.59 0.24 0.00 102.25 3O.JO 27570.030 13400.00 499.73 4.80 3.33 0.30 791.78 33.30 276£0.000 6700.00 49Z.43 0.00 -0.13 0.00 Z£O.~9 5].OC ~Zb20.OOO 9400.00 ~9~.o2 2.19 0.28 0.00 452.19 53.30 226~0.0~0 1050~.00 495.~2 1.~0 0.59 O.O0 590.79 50.20 22620.0O0 13403.00 499.25 4.12 0.01 0.00 745.61 50.30 ! I I I ! ! i ! ! ! ! I I I I I i 1 i 11 NOV 3? 10:24:44 PAGE 32 SECNO Q CWSEL D%FwSP DIFWSX OIFKWS TOPWIO XLCH 30110.000 6700.00 500.69 0.00 5.26 0.00 155.21 2S10.00 30130.000 9400.00 502.0? 1.38 ?.45 O.OO 235.~o 2510.00 30130.000 10500.00 502.17 0.10 ~.~5 0.00 241.34 2510.00 30150.000 13½00.00 501.70 -0.45 1.95 0.00 221.~4 2510.00 30169.000 6700.00 500.70 0.00 9.07 0.00 93.~9 5~.00 30189.000 9400.00 502.05 1.!0 -0.02 0.00 97.~4 5~.OO 30169.000 10500.00 502.14 0.08 -O.O4 O.OO 93.12 5~.00 301~9.G00 13400.00 501.73 -0.~0 0.04 0.00 97.01 5~.OO 301~0.0G0 6?00.00 500.67 0.00 -3.08 0.00 8o.13 1.00 30190.000 9400.00 501.92 1.25 -~.13 0.00 90.5v 1.00 30190.000 10500.00 501.97 0.04 -0.17 0.00 90.73 1.~0 30190.000 13400.00 501.35 -0.~2 -0.38 0.00 89.~4 1.JO 30200.000 0700.00 500.84 0.00 0.17 0.00 87.20 lO. Jo 30230.000 9400.00 502.21 1.37 0.29 0.00 91.17 10.00 )OZO0.O00 10500.00 ~02.19 0.16 0.42 0.00 91.45 10.O0 30~O0.OOG 13400.00 50~.19 0.80 1.~4 0.00 92.70 10.~ 30201.000 6700.00 501.12 0.00 0.27 0.00 95.11 1.Ju 30201.000 9~00.00 502.67 1.55 0.45 0.00 9~.2~ 1.JO 30201.000 10500.00 502.98 0.31 0.59 0.00 99.~8 1.00 30201.000 13~00.00 504.18 1.20 9.99 3.00 10~.~2 1.~0 3025G.000 67C3.00 501.57 0.00 0.45 0.00 200.39 4~.00 3o2~o.o30 9~oo.oo 503.49 1.9~ 0.~3 0.00 30~.34 4~.jU 302~0.0J0 10503.00 504.02 0.~3 1.04 0.30 337.29 4v.O0 30250.000 13400.00 505.78 1.76 1.59 0.00 439.3~ 4~.JO 31310.00~ 6703.00 503.65 O.JO 2.08 0.00 193.75 1069.90 31310.000 940~.00 505.5~ 1.91 2.07 0.00 382.71 106].J0 31310.030 10500.00 506.15 0.59 2.13 0.00 418.9~ 1000.~0 31310.000 13400.00 507.68 1.52 1.90 0.30 542.56 1063.]0 ! ! I ! i i i ! ! I I I I I ! I ! I ! 11 NOV S7 10:2~=4& P4GE 55 Sd~MAR¥ OF ERRORS aND SPECIAL NOTES CA~T[ON 5~CN0=25085.000 PROFILE= 3 CRITICAL 0EPTH ASSUMED CAUTION 5~CN0=2~055.000 PROFILE: ~ qINIMUH SPECIFIC ENERGY I I I I I ! ! ! I I I i I ! I ! I I I 11 NOV 57 10:Z5:58 PAS~ 1 THIS P'JN EXECUTED 11 NOV 87 10:25:3o HEC~ PEL~A5E DATED NOV 76 UPDATEO ~ARC 1982 ~RRO~ CORR - 01,0~,03,04,05 ~OOIFIC~TION - 50,51~52~53,54~55 APPENDIX C EXISTING MODEL WITH ENCROACHMENTS I I I I I I I. ! ! i i I ! I ! ! ! I wATeR SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * vERSION OF NOVEMBER 197§ * * THE HYOROLOGXC ENGXNEERING C=NTER - UPDATED ~RC, 1982 PLOTFZL~ VERSION * * 609 SECOND STREET, SUITE O * · * DAVIS, CALIFORNIA 9561b ' RuN O~TE 10 NOV 87 TINE lo:18:36 * * (91~) &~0-2105 (FTS) &~8-~105 ' XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X XXXXXXX XXXXX XXXXXXX i i I I I i I ! I i ! I ! I I ! I ! I 1-.~ ~CV 87 16:13:$6 PAGE 1 THIS RUN EXECUTED 10 NOV 87 lb:18:36 HEC4 RELEASE DATED NOV 7~ uPDATED ~ARC 1982 eR~O~ CORA - 01,02,03,0~-05 MCDIFICATION - 50,51,52,53,54,55 C T1 GRAPEVINE CREEK, C~PPELL, DALLAS COUNTY, TEXAS FIS 100 YEAR OI$CHARGE TZ ~xTE~D~D FLOOD INSURANCE STUDY NO ENCROACHMENTS T5 GRAPEVINE CREEK FILE: NOMRXET1 NDM ENGINEERS 111101B? J1 IC~ECK IN~ NINV IO[R STAT METRIC HVINS Q dSEL FQ ~. 4. O. 0. 0.000900 0.00 0.0 O. G57.8~0 5.000 J2 ',PRGF [PLOT PRFVS XSECV XS£CH FN ALLDC IBW CHNIM [TRACE 1.0CO ~.0O~ -1.00u 0.900 3.000 0.000 0.OOU 0.000 0.000 0.000 J5 VA~IA6LE CODES ~OR SUMM~RY PRINTOUT 15J.0UJ 0.~00 O.00~ 3.000 3.009 0.000 0.000 0.300 0.000 O.000 'lC J.g7g ~.07C 0.050 0.1CJ 0.300 0.000 0.000 0.000 0.000 0.000 .T o.OOJ 0900.030 9700.0C0 11000.003 1~200.000 16100.000 11005.000 0.000 0.000 0.000 ~T O.OOJ O.CO0 O.OO3 0.000 0.000 0.000 ~.100 11~?.500 1967.509 O.OOO [HIS MODEL IS )ASEO ON C. ANDERSON ENGRS. MODEL GRPRET FOR THE OE~ITON T~P RD. 6~IOGE REPLACEMENT AND THE NEW MOORE ROAD 6RIDGE FOR CIT~ OF COPPELL MASTER DRAINAGE PLAN. IT IS AN ~PDATE 0~ THE EXIST. 1979 tis wITH 19~5 EXIST. PROJECTS AND THE PROP. OENTON TAP RD. BRIDGE £NCLUDEO AS ~ELL AS SUPPLEMENTAL CRO~S S~CT[ONS ADOE~ FROM TOP3 MA~S. ~E MODEL ~ILL BE USED AS THE 6ASE MOOEL TO STUDY THE PROP. CREEKVIEW AOOITION ~ DENTON TAP RD. AN0 THE ST.LSSW RR. ON THE NORTHEAST CORNER. NATHAN D. MAIER ENGRS FURNISHED CROSS SECTIONS ~.I,0.~,0.3,0.5,1.G,2.u,~.O,&.O-5.~-AND 6.0 TAKEN FROM CITY OF COPP~LL MAPS TO ANOERSON ENGINEERS TO MODEL EX[STING CONOITIONS AT CRIER VIEW SITE. DLJ g ~DH 11110/B7 EXISTIt~G CONOIT[0NS ENCROACHMENT RUN PRJF[LE SECTION G - SURVE~ SECTION ? Xl 1555J.GG9 55.000 1527.5d0 15~5.002 1200.000 1]00.000 1180.000 0.000 0.000 0.005 GR ~05.403 1050.000 475.000 1100.003 470.5Og 1200.000 46J.500 12~9.000 &59.100 125~.000 GR 45~.50J 1271.000 coZ.Z00 1295.000 462.700 1300.000 460.003 lj26.000 459.?00 1344.000 ~R ~5~.c02 1352.030 45~.a00 1390.000 ~59.500 1426.000 459.$00 1437.000 459.500 1450.000 uR GSa.?0) la~2.000 ~55.100 1500.002 454.~00 1527.000 441.400 15&5.000 ~&l.~O0 15~9o000 ~R GS~.~00 15~8.000 45~.700 1600.00~ ~5&.100 1700.000 ~5~.10~ 1~00.000 453.600 1~82.O00 GR ~5~.700 1~9~.000 ~Se.aGO 19G9.000 ~57.000 1919.000 455.000 19&1.000 ~55.Z00 19Aa. OD0 ~R ~5o.5G~ 2000.000 45~.~00 21~0.005 461.500 2200.000 ~e?.?OO 2~O0.000 &?&.000 ! i I I I i I ! I I ! I ! ! I ! i ! 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OOO O.O00 0.000 0.900 30.000 30.000 33.000 0.000 0.000 x2 J.dOd 0.000 1.000 459.003 ~60. S00 0.000 3.000 0.000 0.000 0.0~0~'~ x5 10.000 0.000 0.000 0.003 0.000 0.000 O.OOg 458.900 459.000 ~l -~3.000 658.030 ~80.900 0.003 758.000 470.500 O.OOO SO?.O00 463.800 O.OO~ ~T 3.000 829.000 ~65.500 0.303 ~53.0G0 462.?00 0.000 3?9.000 461.000 0.000~ ~T J.300 897.000 ~59.700 0.00) 943.000 459.o00 3.000 9?9.000 459.500 0.000~ DY O.O00 990.0~0 459.800 0.00~ 1000.069 459.?00 O.OOO 1100.300 460. S00 0.000' oT O.U03 11~5.030 ~60.50U e58.903 1~?~.009 460.50~ 45~.OOJ 1300.000 460.500 0.0~0~ ST ).OOJ 1~00.0.30 400.200 0.003 1461.000 S60.ZO0 0.000 1500.000 460.200 0.000~ ST O.OOO 1630.030 ~60.~C0 0.003 1700.000 46~.500 O.OOO 1800.000 464.~00 0.0~0~ BT 3.O0.J 1930.000 46o.~0b 0.003 2000.000 469.100 3.000 0.000 0.000 0.000 sT 3.00] O.CO0 O.OCO O.OOO G.OOO O.OOO ~.100 12~2.500 1892.S00 0.000. ~1 15523.0G] ld. CO0 1527.000 1~03.000 SO.OeO 50.000 50.000 0.000 0.000 0.000 ~k .6J.~Ud lOOO.O00 475.00U 1100.000 470.500 lZO0.O00 463.d00 lZ4~.000 459.100 1258.000 ~ ~53.30J 1271.000 ~b2.70G 1295.003 4hZ.ZOO 1300.300 463.500 1525.000 459.700 1344.000 3~ .53.ouO 15~7.000 ~41.J00 1503.002 441.800 1585.000 455.300 160~.000 455.Z00 1700.000 ~ ~oS.OOJ 2230.0J0 4/0.000 2~00.000 475.000 2o00.000 0.000 O.O00 0.000 O.O00 cT J.OC) U.O00 0.000 0.003 O.O00 O.OOd ].100 1321.000 1450.000 O.OOd ST LGU~S 5 SOUTH¼ESTE~N R~ILROAO - 3OWNSTREA~ SIDE P~0FILE SECTI3N I - SURVEY SECTION ) ST. LOUIS SOUTHWESTERN Al 15~O0.JOJ Z5.CO0 1321.000 1~50.003 50.000 100.000 80.000 0.000 0.000 O.OOO x5 10.000 0.030 0.300 O.O00 0.000 0.000 0.000 459.~00 459.400 0.000 b~ ~02.?03 1000.000 402.60u 1100.003 462.603 1200.000 462.~00 1500.000 462.?00 1321.000 GE 455.J00 1321.000 44~.~06 1333.00U 448.400 1354.000 442.400 1349.000 442.400 1350.000 GR ~4c.30J 1375.000 442.300 1379.000 441.603 1392.000 445.503 1400.000 446.000 1410.000 S~ ~3.0UO 1411.000 ~4¥.000 142~.000 449.000 1424.000 452.603 1437.000 452.600 1438.000 ~R ~53.~03 1450.030 461.700 1450.003 40~.900 1500.00u 463.400 1600.000 463.800 1700.000 6R .o~.2cJ 1530.000 ~o4.$0e 1960.000 465.409 2000.000 J.OCO 0.000 0.000 0.000 I I I i I ! I I I I I i ! ! ! ! ! i ! 10 ~0~' :~? 1b:1:J:36 PAGE 3 :T 0.303 0.000 O.OOu 0.003 0.000 0.000 ~.100 1321.000 1450.300 0.000 ~: I.OSJ 2.4?5 2.50u g. 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O0 I I c~or,.,. &133. 0809. 79~. 12~2. 763. 256. 2~. ~1. &60.00 O.la 3.2d 9.00 3.1~ O..37D 0.050 0.070 0.000 ~&6.90 1095.62 u.OO~.31 33. 30. 30. 2 0 0 O.O0 537.22 lo35.8~ *SLChG 1J320.COU 13320.00 17.10 4~4.20 0.00 0.03 464.76 0.56 0.28 0.02 ~60.00 11dJO. 4~73. 0270. 1155. 1524. 800. 396. 231. ~2. 450.00 0.g0 2.d7 7.7~ 2.9Z 0.079 0.0SO 0.070 0.000 447.10 1100.58 0.0~9~ ~3. 5~. ~0. 2 0 O 0.00 577.85 1575.41 *$~c~o 1~450.COU lo450.G3 17.04 434.5~ 0.00 0.00 4o5.15 0.60 0.57 0.01 469.00 11~0. 3~1~. 3478. 1405. 1~35. 808. 554. 2~9. 44. 460.u0 0.2J 2.9~ c.Oz 2.5& 0.070 0.050 0.070 0.000 447.50 111o.49 G.GO2J3Y 1ZO. 130. lcd. 2 0 O 0.00 591.61 1705.10 *$50N0 155J0.000 ~3dl hV CHANGED MORE THAN HVINS PROFILE SECTION K - SURVEY SECTION 11 LAND DEVELOPEMENT FILL ON LEFT OVERgANK laSGO.OJ 16.60 464.Z0 0.00 0.00 465.58 1.$8 0.20 O.g] 402.00 11~0u. 1251. 9710. ~39. 501. 939. 304. ~42. 65. a61.00 0.21 ?.SO 10.34 2.76 0.070 0.050 0.070 O.OOu 447.40 4608.60 G.0~od55 5~. 50. 50. 3 0 0 0.00 568.50 5177.10 1 1 ! ! ! i ! -- 1 ..... ! 1 "1 - '! ......1 ..... 1 .... 1 1 1 1 i 1J NO¥ J? ib:15:36 PAGE 21 $~C~0 DEPT~ CdSEL CRIw$ WSELK 2G HV HL OLOSS BANK ELE¥ ~ QL3E QCH ~ROB AL08 ~CH AR05 VOL T~A LEFT/RIGHT i[~c VLOB VCH VROb XNL XNCH XNR WTN ELM[N SSTA SLGPE XLOBL XLCH XLOeR [TRIAL [DC ICONT CORAR TOPWIO GHOST CC,v= 3.500 CEdV= 3.500 *ScCNc 1J514.0UO ~2o5 CIV[DED FLOW 1~51a. G3 15.50 6o~.1~ 0.00 0.00 G65.69 1.50 0.05 O.Ob 11~C. Z. 1179~. 0. 3. 1200. 0. 24Z. ~5. 473.65 g. Z1 0.~7 9.85 G.O0 0.970 O.OZE 0.070 0.000 ~¢8.68 1ZSS.UO C.U0£16~ 1~. 1~. lc. 2 0 0 0.00 1¢8.6~ 1665.68 1~515.000 FLOW S370 NORMAL bR[OGE,NRO= 21 HIN ELT~D= &70.50 qAX ELL£= PROFILE SECT?ON L - SURVEY SECT[ON 12 A$-6U[LT 5RIDGE -- UPDATE ON OCTOSER 1987 NOOSE ROAO- OO~NSTkEAM SIDE 1~515.C3 15.~ ~6&.12 O.bO 0.00 ~65.75 1.63 0.00 0,07 47Z.34 1150C. ~. 11798. O. 2. 1150. O. ~42. ~. O.~l 0.7~ 10.25 O.dO 0.070 0.0~8 9.073 0.000 446.0~ 1255.30 0.G331C? 1. 1. 1. 2 0 3 0.00 143.2½ 160d.29 *SECNO 135=5.00G 32~ GivIDED FLO~ 5370 NORMAL ~[OGE,NRD= 21 HIN ELTRO: ~70.50 qAX ELLC= 469.8~ NOORE ROAO- UPSTREAH SIO£ 155o5.&3 15.~8 404.47 O,OO 0.03 465.95 1.48 0.14 O.OS ~72.60 118J0. 3. 11707. 0. 4. 1210. O. Z44. U.21 0.83 9.75 0.00 ~.070 0.0~8 0.070 0.000 448.4~ 1255.00 0.C~2~v5 50. 50. SO. 2 0 0 0.00 1~4.6] ! i ! ! ! 1 ! ! 1 ! I ! '! I "'1 "'1 '1 1 ! 10 '.Cv ~? 1~:1~:30 PAGE 22 S~C:,O OEPTd CdSEL CRIWS wSELK ~G HV HL OLOS$ BANK ELEV U ~Lg~ QCH GRO~ ALO8 ACH AROB VOL TdA LEFTIR[GHT T:M£ ~LOB VCH VRO~ XNL XNCH ~qR ~TN ELM~N $STA SLOPE KLOBL XLCH XLOUR ITRIAL [DC ICOqT CORAR TOPwJD ~NDST -5~C~0 ld5o6.030 D[¥[D~D FcOa 1~5o6.00 15.a3 ~.42 0.00 0.00 ~66.00 1.58 0.00 0.05 11mdG. 80. 11023. $~. 5~. 11~4. 51. Z~½. ~5. ~5~.57 0.21 1.b5 10.16 1.7~ 0.070 0.0~8 0.070 0.000 4&8.49 1Z55.00 0.GO1715 1. 1. 1. 2 0 0 0.00 -S~C'~O 13315.~d0 13e15.0a 1~.o9 4~6.09 0.00 0.00 46~.45 0.36 0.0] O.Og ~59.70 llb-}~. 27c3. ~2~1. 75¥. 1132. 1~9~. 392. Z~?. &S. abl.OO b. Z1 2.g~ 5.53 1.93 0.070 0.050 0.070 0.000 &&?.&O 1080.78 O.G01o~ 15. 15. 15. C 0 O 0.00 55~.9o 16~1.74 · S~Cr~C lSo50.000 5~;~ D[VLD~D FLO~ l~bSC.~ 1~.~2. ~65 .82 0.00 O.O0 ~66.91 1.09 0.09 O.~Z ~65.10 11~uO. 2713. ~118. 909. 955. 815. 3~bo Z&~. ~6. ~6Z.70 &.21 Z.75 9.9o z.51 0.070 0.050 0.070 0.000 ~7.50 157Z.16 CCTV= 3.103 CE~V= O.$00 *SECNO 0.100 I I I I i i I ! ! ! '1 ' i ! ..... 1 I ...... 1 ..... -! ! ! 1J ',JOY 57 16:1"3:'56 PAGE 23 SECNO OEPT~ C~S~L LRIwS aSELK ~G HV HL OLOSS BANK ELEV ~ ~LO~ QCH ~ROB ALO~ ACH ARO~ VOL TWA LEFT/RIGHT TIM= VLOB VCH VROb XNL XN£H XNR wT~ ELM[N $STA SLOPL XLObL XLCH XLOBR ITRIAL [DC ICONT CORAR TOPdID ENDST ~3J1 hV CHANGED MORE THAN HV[NS £.13 15.70 467.76 O. JO O.OO 468.Z9 0.59 1.33 O.OS 46~.00 11~30. ~395. ~630. 775. 1349. 1212. 402. 272. 51. 402.00 0.~3 1.78 7.12 1.93 0.0~O 0.050 0.090 0.000 4~9.O0 82.90 G.bJZJT& 350. 510. -S~C~O 0.200 G.2J 1~.37 4~8.57 0.00 0.00 469.50 0.92 1.10 0.10 11b]0. ~3. 7371. 3~8o. 403. 774. 1273. 79~. 55. 46~.00 C.25 2.34 ~.55 ~.74 0.390 0.050 0.090 0.000 450.20 133.49 £.Od5~3a 290. 3~0. 265. 2 O 0 0.00 032.27 *S~CrZO 0.30U 0.39 1~.47 470.~7 O.OG 0.00 470.99 0.52 1.~5 0.04 4~4.00 11600. 2570. 57~. 3430. 1081. 730. 128~. 315. ~0. 0.27 2.58 7.87 ~.b7 0.090 0.050 0.092 0.000 451.0J ~.002741 ~10. &50. £~0. 2 0 0 0.00 577.3J -SECNO 205~O.OJO 2u5~0.02 15.67 471.47 ~.00 0.00 471.9~ O.&9 0.96 0.00 46b. OG 11~JL. 3~05. 5345. 52. 1723. 1271. ~E. $4&. 04. 466.00 C.29 1.~7 6.57 1.37 0.090 0.050 0.093 0.000 452.63 11~0.89 6.0~1062 373. 540. 350. 2 0 0 0.00 463.15 1bO~.04 -S~CraO G.530 G.53 15.~1 472.71 O.~C 0.00 a72.49 0.2~ 0.51 0.02 460.00 11~0. 3~19. '790~. 13. 1875. 158~. 22. ~72. 6~. 470.00 O.~2 z.04 5.02 0.o0 0.090 0.050 0.090 0.000 &5~.O0 144.14 ~.u0105~ 315. 435. ~15. 2 0 0 0.00 45?.93 602.07 -SECNO G.cO0 53ol mV CHANGED MORE THAN HVIN$ O,o] 15.57 e71.87 409.42 0.00 a73.87 2.00 0.86 0.51 470.30 11620. ~72. 10774. 54. 402. 909. ~0. 594. 72. 470.00 G.35 2.10 11.85 1.3~ 0.090 0.050 O.OqO 0.000 455.00 107.20 U.00739~ ~83. 390. 300. 6 14 0 0.00 339.96 ~97.17 ! i ! I i I i I ! ! I i ! I I '1 "1 ! 1 13 ~,~ ~7 16:1~:30 PAGE 24 S~Cr40 DEPTH CdSEL CR!wS wSELK EG HV HL OLO~S BANK ELEV C ~LJE QCH ~R~ A~O~ ACH ARC6 VOL TdA LEFT/RIGHT TZP~ Vg3g VCH VROB XNL X~ACH XNR wTN ELHIN SSTA ~LOP~ KL)~L XLCH XLO~ ITRIAL [~C ICONT CORAR TOPdIO ENDST 21o~O.gJ 1~.~3 ~74.13 ~73.10 0.00 ~76.33 1.90 Z.15 0.01 4?0.00 11~0. ~Z~. ~gd~. 139~. 176. 83~. 552. 403. 74. ~70.03 C.3. 2.~1 11.9b 2.53 0.900 0.050 0.090 0.000 455.9~ 1103.35 G.00o3~1 1~0. $25. 3GO. 4 5 0 0.00 3~3.96 1497.31 -S~£N0 1.020 33Jl Hv CHANGE9 MORE TMAh H¥INS 1.~J 19.71 C77.01 0.00 O.bO ~7B.09 1.08 1.98 0.08 470.00 116d0. 535. 9~2. 170,. 259. 1023. 701, 424. 78, 470.00 ~.33 ~.45 9.75 2.~3 0.083 0.045 O.ObO 0.000 457.50 10.~9 £.G3759~ 51~. 530. 5C9. 2 0 0 0.00 325.63 33o.12 £2~0b.03 lf.37 ~??.97 O.OO 0.03 ~79.~- 1.45 1.72 0.11 473.00 ll~o~. 3371. 5254. 475. ~73. 728... 22o. 441. 81. ~14.?O C.~? 3.52 11.3. 2.10 0.090 O.O~'~: 0.080 0.000 458.00 1~0..60 C.OuA~l~ 373. 3~0. 350. 3 ,'~: 0 0.00 359.37 15o,.17 'ScChO Z,OOC ~.b3 ~3.44 4$0.04 0.00 G.O9 4~1.4 1.41 2.02 0.00 474.00 11~u~. 51~. 1.3026. 1455. 130. 97o.~ S48. 46~. SS. 472.00 Q.3~ ~.46 10.27 2oo6 0.0~0 0.04~ 0.080 O.OOO 4sg.oo ~o~5 510. 5Z0. 5wO. ~ ~ 0 0.00 271.16 $3o.81 0.003020 *SEC~O Z$900.OJC 3501 H~ ~AN-;E0 M0qE THAN HVIN5 ?S~J0.0O 1~.Sl 4S2.51 0.00 0.00 ~83.04 0.5~ 1.50 0.09 475.00 11600. 5~. 10g0Z. ~. 557. 1~04. 5. 495. )0. 450.00 G.42 1.57 6.05 0.70 0.080 0.045 0.080 0.000 453.00 0.~')150~ 753. 730. ~90. Z 0 0 0.00 366.30 1~89.18 -$LC'40 3.000 ~.Oj 1~.~0 433.10 0.00 0.00 483.73 0.6] 0.66 0.05 475.30 118~u. ~57. 19015. 727. 274. 1598. 359. 519. ~3. 475.00 0.44 1.~7 5.64 2.O~ U.080 0.045 0.080 0.000 464.30 50,96 0.00139~ ~13. 465. 450. 2 0 0 0.00 308.75 559.59 I ! I ! ! 1 ! I ! I 'l ! -"1- " '1 ........ 1 "'1 "! 1 I 1J '~b,, 37 16:1~:36 P~GE ~ SzC;~0 DEPTH CWS6L CRIWS WSELK EG HV HL OLO$S bANK ELEV ~ .Ll~ QCH ,.RUB AL05 ACH AR0d VOL TWA L6FTIRIGHT TLH. VLd6 VC~ vRO~ XNL XNCh XNR WTN ELM[N $STA SLCPE KL3BL XLC~ XLgBR [TRIAL [DC [CONT CORAR TOPwID ENDST -ScCNG ~.CO~ 4.90 1~.~5 48J.95 O.O0 O.gO ~4.94 0.9~ 1.11 0.11 ~80.00 11o~C. 179. 114~9. lo£. 136. 1409. 148. 54~. ~7. 450.00 b.~ 1.~9 8.12 1.23 0.0~0 0.050 0.080 0.000 ~o5.70 125.10 b.~33J~l 350. 5bO. 540. 2 0 0 O.O0 320.72 5.600 5.03 15.63 ~54.53 0.~0 0.OO ~85.73 0.79 0.)~ 0.0Z 480.00 ll6OC. 117. 10Q51. 732. $~. 1~79. &13. 5~9. 95. 4~0.03 C.~? 1.Si 7.40 1.77 O.OaU O.OSO 0.080 O.OOO ~65.¥0 71.08 O.0~t~oJ 133. 145. lo0. 2 0 O 0.O0 2~&.57 $69.65 -ScCN0 :~93G.0~0 z~93C.GJ 1~.76 ~55.1o 0.OC 0.00 ~85.73 0.57 0.58 0.0Z ~TZ.O0 lioOJ. 3573. ~121. lu5. 1156. 1161. 73. 558. 99. ~o0.00 C.~ 3.g~ 7.00 1.4~ 0.080 0.050 0.080 0.000 406.~0 115~.19 b.uJ1~23 170. 220. 150. Z 0 0 0.00 273.24 1627.&3 -SECNO o.0]0 ¢.bJ 13.1~ ~.95 O.00 0.00 485.05 1.07 0.17 0.15 ~7~.00 lloJO. 11o~. 10171. 401. 4o8. 1147. 187. 56Z. )9. 47o.00 G.~ Z.50 8.87 2.~6 0.080 O.OSO 0.080 0.000 ~66.80 60.09 0.d0262o 50. VO. 95. 2 0 O 0.00 256.47 51o.51 3331 HV C~NbED MORE T~AN ~VIN$ ~165 MINIMUM S~ECIFIC ENERGY 3720 CRITICAL 3EPTH ~$SUMED 25055.0J 1~.~0 414.00 454.00 0.00 487.05 3.05 0.58 0.60 4~0.70 11bJU. 509. 11375. 125. 107. 797. 60. C.4~ Z.51 14.28 2.07 0.080 0.045 0.083 0.000 &bT.10 1~5.18 0.0117b~ ~5. 80. 85. ~ 11 0 0.00 244.17 lb~9.55 -56C;~0 £51 55.000 I ! I I ! 1 I '! '! ! I ! i ! I I 1J ~b~ ~? le:1~:30 PAGE SEC'.u gE~TH C~SEL CRIk$ W~ELK EO HV HL 0L0$S BANK EL~V ~ ~LO~ QCH ~RO8 ALOB ACH AROB VOL TWA LEFT/RIGHT T[~. 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O. 11742. 55. 1. 214~. 55. 57~. 101. 484.00 O.~ 0.33 5.47 1.06 0.080 0.045 0.080 0.000 467.30 1020.27 0.00U:53 50. 45. ]9. 2 0 0 0.00 174.&1 119~.o~ -SZCNO ?>375.ODE Z5375.C3 --1~.73 4~?.6~ 0.00 O.O0 %88.08 0.44 0.0~ 0.00 491.50 11~00. :3. 11800. O. O. 2210. O. 576. 191. 490.09 6..9 ~ 2.30 5.34 O.gO 0.]83 0.045 0.080 0.000 467.90 101G.S~ 0.OOU3o? 50. 50. 50. I 0 0 0.00 162.24 117~.77 I i ! ! i ] I ! ! ' I 1 '1 1 ! 1 'l 1~ '~OV 37 1o:10:36 PAGE SEC~O DEPTH C4S~L CRIwS WSELK EG H¥ HL OLO~S 6AhK ELEV C ~L3B 0C~ .JROB ALO~ ~CH AR08 VOL TWA LEFTIR[GHT TIMi VLjB VCH VRO5 XNL XhCh XNR WTN ELN[N $STA SLOPe KLO§L XLCm XLODR [TRZAL [DC [CONT CORAR TOPW[D &NDST '~LC'~O £$4Z1.0JC ~Jl.CJ 1~.~2 4~7.82 O.O0 0.93 486.12 0.31 0.05 0.01 495.00 116~. 2. 11~0. O. O. 2652. O. 57~. 121. 495.00 ~.SJ 0.O0 4=~5 0.u0 D.O~0 0.0~5 0.0dO 0.000 ~b8.O~ 1165.o3 6.COLSbO E~. ~a. 10. Z O 0 0.00 192.09 1Z95.72 CCTV= J.)OJ CEH¥= 0.500 5370 NDRMAL =RIOGE,NRD= 4 MIN ELTRO= 4~5.00 MAZ ELLC= 491.75 25~2.05 I~.BO 4~7.89 O.J6 0.0~ ~8B.14 0.3~ 0.00 0.01 495.00 11b00. O. 11500. O. O. 255~. O. 579. 1}1. ~95.00 C.SO d. CO ~.oZ O.O0 0.080 O.GZ8 0.080 0.000 468.00 1105.~4 U.OOO3~Z 1'. 1. 1. I 0 0 0.00 187.07 1295.71 *S:CNO 25542.000 .52~5 Die[OEO FLCd S370 t¢gRMAL ~RIDGE,NRO= 4 MIN LLTRDTM 495.0J ~Ax ELLC= 491.75 Zs542.0J 19.14 457.8~ O.OO 0.00 488.19 0.35 0.05 0.01 495.00 11~J0. O. 11~00. O. O. 2475. O. 586. 102. ~95.00 b. SJ O.JO ~.77 9.00 0.080 0.028 0.280 0.000 408.10 1103.63 0.0J0~17 123. 1Z0. 120. Z 0 0 0.00 1~7.15 1295.78 *ScCNO 255a3.03G 2>5.3.0J 1~.18 4~7.88 0.UO 0.00 488.20 0.3I 0.U0 0.01 e95.00 110;Jb. 3. 11500. O. O. 2570. O. 58~. 102. ~95.00 6.50 O.O0 4.5~ 0.00 O.06D 0.028 0.089 0.000 458.70 1103.55 b.O~7 1. 1. 1. 2 0 9 0.00 192.52 1295.ao -ScCNC Z55oo. OJO z55o8.09 1~.55 457.75 O.OC O.d3 458.$5 0.59 0.01 0.15 485.00 ll~u. 5. 11779. 13. 8. 190~. 23. 587. 102. 435.00 O.SI 3.71 o.19 O.7U 0.080 0.045 0.080 0.000 ~bS.DO 1014.~9 0.C311G7 5. 25. 75. 2 e 0 0.00 151.92 117o.41 ! ! I ! i ! I i I I I i I '! I 1 ! lo:13:36 PAGE 28 S~C:,G OEPTff CwSEL CRiW$ ~SELK ~G HV HL OLOS$ BANK ELEV ~ ~LO0 QCH ~g06 ALO~ ~CH ARO~ VOL T~A LEFTI~JGHT T[~: VLOB VCH YE05 XNL XNCH XNR dTN EL~IN SLOPE ~LOBL XLC- XL0~R [T(IAL [0C ICONT CORAR TOPdIO ~NDS? CCtv= J.100 CEHV= 0.500 ZSo15.OJ 15.20 4~7.7o 0.00 0.0O a~8.a] 0.6? 0.06 0.0Z llb0C, o. 11770. ZS. 8. 179~. ~5. 58~. 132. ~5.00 G.51 3.76 0.50 0.71 O.O~g 0.045 0.3g0 0.000 ~59.50 1013.~e ~.C~12ov 29. 5G. 50. 1 0 0 O.00 lo8.9~ 1185.~5 ~$~C~ 25oo~.G00 ~5ood. GJ 1~.79 G~7.69 0.00 G.00 ~8~.50 0.61 0.~6 0.01 ~85.00 11600. 21. 117~7. ~2. 18. 1~7~. ~4. 591. 102. ~5.00 G.51 1.16 0.27 0.7~ 0.080 0.0~5 3.O~O 0.090 ~69.10 1025.57 C.C~1~30 55. 50. 50. 2 O 0 0.00 ~01.39 12Zo.?o *SEC:ac 2571~.C00 Z>71q.OJ 17.~9 ~7.~9 O.O0 0.00 ~8&.61 0.72 0.08 0.05 GSo. O0 11~00. ZZ. 117.0. 3~. 27. 1720. 46. 595. 133. 460.00 b.51 ,J.~3 6.~3 0.~3 0.380 0.045 0.080 0.000 470.00 11ul.65 C.C321o? 7}. ~6. 40. 2 0 0 0.00 252.54 145~.19 ', S,:C',O ~573~..uJ 1:~.91 4 :~¢.01 O.UO O.CO 488.09 0.68 0.07 0.00 4~1.00 11dJC. 3~7. 13762. 141. 395. 150~. 123. 595. 133. b. JZ ].27 6.89 1.1~ ~.080 0.O~5 0.080 O.000 469.10 10~.57 6.G31~1 1 ~5. ~G. 30. 2 0 0 0.00 32~.83 1569.~1 -ScC',O 2S820.G)0 2~20.0'] 1).~4 4S~.Z, 0.00 0.00 455.51 0.57 0.11 0.01 4~9.00 119.Ju. 15c7. 5q~2. ~91. 725. 735. 1440. 599. 133. 4~1.00 C.52 Z.22 8.09 3.05 0.0~0 0.045 0.080 0.000 468.40 1055.59 C.Gv1~75 55. ~6. 72. 2 0 0 0.00 4~4.41 1490.90 *S£CNO 23170.00C 5301 Hd CHANGED MORE T~AN ~VINS 2o17G.GJ 15.59 ~88.59 0.00 0.00 489.~9 1.30 0.S6 0.22 480.00 119Ju. .~1. 7509. ~0§9. 141. 655. 1034. 615. 1Jo. 4&5.00 U.53 5.14 11.24 3.96 0.080 0.045 0.080 0.000 470.20 1012.25 0.b~4£72 ~50. 350. 230. 2 0 0 0.00 262.?5 1275.~0 ! ! ! ! ! I I ' '! 1 1 1 I I I '1 "1 "l I I ld hue ~7 lo:16:36 PRGE 29 S~CNO OEPT~ CdSEL CRIES ~SELK ~G HV HL 0L055 BANK ELEV ~ QLDE QCH QRO~ ALOB ACH AROB VOL T~A LEFTIRZGHT TiMe VL05 VCH VROF XNL XNCH XNR WTN ELH[N SSTA SLOPE (L06L XLCH XLOeR ITRIAL IOC [CONT CORAR TOPWIO ENOST -3~CqO ~550.0J0 Zo550.U$ 15.~9 439.99 O.O0 0.00 491.49 1.50 1.54 0.06 4~S.O0 119~G. 331. 11522. Z~7. 108. 1127. 110. 629. 198. C.S~ 3.07 10.05 2.25 0.080 0.645 0.080 0.000 471.10 1013.73 C.G.£3~5~ 303. 3~0. 350. 2 0 0 0.00 166.27 1180.00 -SELNO 2o68~.036 c~E:C.O3 1~.2C ~a1.10 O.OC 0.00 492.96 1.86 !.37 0.11 4E½.50 11~ub. ~39. 11106. 45a. 114. 982. 167. 639. 139. 4~6.70 G.53 2.a7 11.51 2.71 0.070 0.0~5 0.075 0.000 472.93 1715.79 0.Lu~337 56]. 550. 300. 2 0 0 0.00 166.21 1689.00 -S~CNO ~?O)O.3JO ~7050.b3 1~.18 &al.?d 0.00 0.09 a9].89 2.12 0.85 0.0~ ~81.00 10530. 1~5. ~917. 1~5. ~Z. 711. 3~7. e~3. 139. ~86.90 0.55 3.31 12.55 &.17 d.065 0.045 0.070 0.000 473.00 10C5.56 b.OOobg~ 185. 155. 110. 2 G 0 O.O0 174.44 1180.00 *S~C'~O 27~00.0d0 5301 HV CHANGEO MORE T~AN .V[NS 27&00.0J 20.~1 49&.71 0.00 0.00 495.28 0.57 1.Z3 0.15 493.20 1uSdO. 3533. o901. 2oo. 1520. 942. 117. 659. 113. 4~7.40 b.57 Z.19 7.33 2.28 0.065 O.O&5 0.070 0.000 473.90 142%.95 u.uul?33 503. 4~O. 300. 3 0 0 0.00 598.91 2023.~& CCnV= 3.~00 CEMV= 0.500 -SECaO £75&O.CJC 53U1 ~v CH~NSEO ~ORE T~AN Se~50vkR~hK AREA ASSIJMEO NON-EFFEGTZVE,ELLEA= 495.00 ELREA= ~9&.50 ZF5;G.G$ 1~.39 ~94.b9 0.30 0.00 496.00 1.31 0.35 0.37 490.80 105J0. 3. 105:30. 0. 0. 1142. 0. 665. 114. 499.&0 0.57 3.90 9.20 O.OG 0.065 0.0~5 0.070 0.000 475.00 1950.00 d.OO3J3s 140. 1~0. 1~0. 4 0 0 0.00 107.16 2057.16 1 I I 1 i ! i I I i i i I I I 1 I i i 1J ~Cv j7 10:1~:30 PA~E 30 ScCNO 3EPTH CWSEL CRZwS ~SELK EG HV HL OL05S BANK ELE¥ ~ ~LJE GCH ~RO~ ALOB ACH ARO~ VOL TWA LEFT/RIGHT 1[P: YLOU VCH VfiOF XNL %N£H XNR dTN ELM[N SSTA ~LO3c XLOEL XLCH XLOER ITRIAL iDC JCONT CORAR TOPaID ENOST SP:CiA~ ~RZDG£ ~= XK ~KO~ COF~ RDLEN BHC ~P BAREA SS ~LCHU ELCHD 1.b~ ~.3~ 2.50 0o0~ 17.0~ 4,C0 1279.15 ~.OO 4~0.20 480.00 ~SECNC ~ZO 8~[DGE ~.S.= 49~.b? BRIDGE VELOC[T¥=~ 14.41 CALCULATEO C~AN~EL AR~A=~ 719. EuPRS EGLWC q3 QWFIR ~LOW BAREA TRAPEZO[O ELLC ELTRD AREA O.G3 490.~3 0.~ O, lC530, 1279. 1243. 498.50 496.80 3e~50VE~BANK ~R~A ASSU~ED NON-EFFECTIVE~ELLEA= &95.Z0 ELREA= 4qB.?G ~7570.0J 17.73 ~94.93 0.00 0.00 496.73 1.33 O.Z3 O.OO 497.00 105]0. O. 10500. O. O. 11~7. O. 666. 114. ~av.60 ~.53 ].00 9.1o O.OO 0.065 0,045 0.070 0,000 475.20 1~50.00 ~.603~91 33. 3C. 30. 0 0 3 0.00 107.25 2057.25 CCMV= O.IU8 CE~V= O.30O -ScCr,O ~7o20.C,]0 2702G.G3 20.12 495.62 O.o0 O.Og ~9o.43 0.81 0.15 0.05 494.b0 lO5~b. 273~. 7522. 24~. 117~. 896. 90. 668. 114. 489.00 0.5~ Z.T2 8.39 ~.54 0.065 0.045 0.070 O.OOO 475.50 1450.0q G.OU2-33 50. SO. 50. 3 0 0 0.00 590.80 2020.89 Cctv= ~.lg] CEHV= O.SO0 -SE£~O 30150.0d') 30130.OO 1~.47 502.17 O.O0 0.03 503.30 1.13 6.77 0.10 49~.50 1050C. 4.93. 3006. O. 861. 582. 1. 150. 131. 501.90 O.b5 5.22 10.~2 0.39 0.065 0.045 0.065 O.OOO 483.70 1969.$1 G.OO4J5? 1500. ~51C. 2000. 2 O 0 0.00 241.34 2230.~5 CC~= 0.SOO CEHv: 9.S0O *SCCNO 3Jlog.c0o I I ! I i I I I I '1 I "! i' ~ '-I I 1 ! I 1 ; ,~O,/ $7 lo:1:1:36 P~.GE 31 SECNO DEPTI CWSEL CRIWS WSELK 2G NV HL OLOSS bANK ELEV L ~LJb GCH ~ROb AL03 &CH AROB VOL TwA LEFT/RIGHT T[~. VL}b VCH VROB XNL XNCh XNR WTN ELMIN SSTA SLG~k KL3oL XLCH XLOBR [TRIAL [DC ICONT CORAR TOPdID ENDST 13536. 3. 10500. 0. O. 995. O. 75Z. ljl. 515.~0 u.65 U.90 10.57 O.OO J.065 0.O~5 0.065 0.000 &86.80 2153.93 0.~05153 59. 5g. bg. 2 0 0 0.VO 98.12 2252.04 *S£C'~C JOlg0.OdO J..o5 ~Iv£O~O FLOa ]SZO NJRMAL 5RICGE.NRC: 2 MIN LLTRO= 513.33 M~K ELLC= 510.42 SJlaE.0] lJ.17 501.97 0.00 0.00 50~.06 2.0~ 0.01 0.15 10530. O. 10500. O. O. 90~. O. 75~. 131. 513.a3 0.o5 J.30 11.61 0.0C 0.3m5 0.045 0.065 0.000 ~96.80 215...35 O.021~0a 1. 1. 1. 2 O 0 0.00 90.75 2251.78 $0230.0-30 DiVIUED 53ZG NJRMAL ~RIDGE.N~D: 2 MIN ELTRD= 513.33 MAX ELLC= 510.&0 3020C.03 15.59 502.39 0.00 O.O0 50~.~2 1.92 0.20 0.05 515.30 IO>JC. O. 1050U. O. O. 943. O. ?5Z. 151. 513.40 U.65 0.)0 11.15 0.00 9.065 0.045 0.065 O.OOU 436.~0 2154.00 0.G193~1 13. 10. lu. 2 0 0 0.O0 91.45 2252.&5 ,,',5C'~0 302dl.0JC 3 JZ-31.g.J 1~.1~ 502.go O.GO 0.03 504.&6 1.~8 O.,J1 0.13 513.30 19506. J. 10500. 3. O. 1C77. O. ?52. 1~1. 513.&0 O.o5 0.00 9.75 ,3.06 0.065 0.045 0.065 0.O00 456.~0 215~.48 O.G04S6Z 1. 1. 1. 3 0 0 0.00 99.~ ZZ53.37 ! 1 ! ! '! 1 "! '! '1 "! -! ! .... ! '-1 -1 ! 1:)'lC,/ .iZ 16:1'~:3o PAGE SECAO 3EPTH CA$~L CRIkS WSELK EG HV HL 0LO$S SANK ELEV ~ 2L95 QCH QR06 ALOg ~CH ARO~ VOL TwA LEFT/RIGHT TIM: VLOU VCH VROB XNL XNCH XNR WTN ELMIN SSTA ~L~PE XLOOL XLCH XLOSR ITR[AL IDC ICONT CORAR TOPw~O ENDST cCtV: J.10.3 gE~V= 3.300 *$£C*~C 5~250.00G ~u1 HV CHANGE0 MORE THAN ~VIN$ 3~2~0.G~ 20.22 504.02 0.00 0.00 50~.68 0.b6 0.14 0.0~ 1~5U9. 5~56. 5373. 7g. 1229. 656. 67. 754. 151. 502.00 G.o~ ~.11 8.20 1.0~ ].065 0.0~5 0.065 0.000 ~83.80 1950.5~ b. OOZlbg ~9. ~9. 49. 2. 0 0 0.00 337.2.9 2287.B3 ~1310.C] 1].35 53o.15 0.00 0.00 506.o5 0.50 1.95 0.02 G90.?0 105u~. O2d~. ~212. 0. 1515. 57~. O. G.Z~ ~.15 7.3& U.OG 0.~5 0.0~5 0.065 0.000 &aT.SU 1~9~.?~ 0.6021g~ 750. 1060. 5UO. Z C 0 0.00 418.98 191].71 ! I ' I 1 '1 1 1 1 '! ! '1 '1 1' "'-1 ..... 1 .... 1 1 I 1d ~Ov ~7 16:1~:56 PAGE 33 THIS RUN EXECUTED 10 NOV 87 16:18:56 MEC2 R~LEA~£ D~TED NOV 7o UPDATED MARC 1932 MODIFICATION - 50,51,52,53,54,55 T1 ~RAPEVINE CREEK, COPPELL, 0ALLAS COUNTY, TEXAS F~S 100 YEAR DISCHARGE TE ~XTENC6D FLOOD INSuRAKCE STUDY ENCROACHMENT RUN TS GRAPEVINE CREEK FILE: NDMRXET1 NDM ENGINEERS 11110187 J1 iCdEcR INS NIN¥ IDIR STRT METRIC HVINS Q dSEL FO O. 7. O. O. 0.GGOu00 0.O0 0.3 O. G57.690 0. O00 J~ ',FROF IPLOT PRF¥S xSECV XS~CH FN ALLOC Idk C~NIM ITRACE 15.JC0 0.000 -1.000 O.OO] 0.3~0 0.000 0.000 0.~00 0.000 0.003 I I i i I i ! ! '! -I ' I 'l '1 i '-I .... I la ~ ~? lo:1~:$o PAGE SECN0 oEPTH CWSEL CRIwS WSEL~ EG HV HL 0LOSS B1N~ ELEV G ~LO~ QCH 2R06 ALG5 ACH ARO8 VOL TWA LEFT/RIGHT TZPE VLO~ VCH VROE XhL XNCH ANR WTN ELM[N SSTA SLOP[ XLgBL XLCH XLOoR IrRIAL lOC ICONT CORAR TOPWIO ENDST CCmv: 0.100 CEHV: .).3GO -SEC~0 1~350.000 54?0 ENCROACHMENT STATIONS= 11~?.5 1967.5 TYPE= I TARGET= 820.000 THIS M3OEL IS 5ASED ON C. ~NOERSON ENGRS. MODEL GRPRET FOR THE ~ENTON TAP RD. BRIDGE REPLACEMENT ANO THE NEW MOORE ROAD BRIDGE FOR CITY O~ COPPELL MASTER D~AINAGE PLAN. IT IS AN uPDATE OF THE Ex[sT. 1979 FIS wiTH 1985 EXIST. PROJECTS AND THE PROP. DENTON TAP RD. BR[OGE INCLUDED AS dELL AS SUPPLEMENTAL CROSS SECTIONS ADOEO FROM TOPO NAPS. THE MODEL WILL BE USED AS THE BASE MODEL TO STUDY T~E PROF. CREEKV[E~ ADDITION @ DENTON TAP RO. ANO THE ST.L~SW RR. JN THE · ~ORTflEAST CORNER. NATHAN O. Ma[ER ENGRS FURNISHED CROSS SECTIONS ~.l,O.~,O.~,O.5,1.0, g.O,3.0,4.0,5.O,ANO §.0 TAREN FROM CITY OF COPP&LL ,AaS TO ANDERSON ENGINEERS TO MODEL EX[STING CONOITIONS AT T~E ~R~ER VIEW SITE. OLJ & 53M 11110/~7 EXISTING CONDITIONS ENCROACHMENT RUN PROFILE SECTION G - ~ORVE¥ SECTION ? 1~350.Lu 1~.~o 657.69 O.GO ~57.Bb 45B.~9 O.80 0.00 0.00 ~5~.~0 11000. 36a. ~6o6. 3g&~. 154. ?50. 12~8. 0. O. 454.00 D.CD 2.39 8.89 3.08 0.070 0.050 0.070 O.000 4&1.30 1~62.07 u. OO3?oZ 1200. 11S0. 1300. 0 0 0 0.00 505.4~ 1967.50 CCHV= J.300 CEHV: 0.503 ~470 ENCROACHMENT STATIONS= 1125.O 1272.0 TYP~= 1 TARGET: l~Z.J00 $~a50VERBANK AREA ASSUMEO NON-EFFECTIVE,ELLEA= ~58.9~ ELREA= 459.00 cELT LINE R3A3 - 00~NSTRE~M SIDE PROFILE SECTION h - SURVEY SECTION ~ BELTLINE ROAD 154~G.G2 1S.62 45~.32 O.00 45~.35 ~5~.~7 0.55 0.31 0.07 ~60.50 11GDO. O. 11000. O. O. 1~41. G. 8. 2. 100030.00 0.61 0.00 5.9~ 0.00 0.370 0.050 0.073 0.090 4~9.70 1125.00 O.OO150~ zS. ~0. 350. 2 0 0 0.JO 1~7.OJ 1272.00 I 1 I ! I I i '1 I '-I 1 ..... 1 I '-'l 1 ..... 1 '1 I I 12 ~OV oZ lo:15:$6 PAGE ~ SECNO DE~TH CkSEL CRJWS WSELK EG HV HL OLOSS bANK ELEV ~ QLOB QCH ~OB ~LO~ ACH AROE VOL T~A LEFT/~IGHT T[M£ VLOB VCH Vk0B X~L XNCH XNR wTN ELM[N SSTA SLGP~ XL~BL XLCH XLOBP ITR[AL [DC ICONT CGRAR TOPWID ENDST SPECIAL 5RID~E So XK XKDR COFQ RDLEN ~WC BWP BAREA SS ELCHU ELCHD 1.05 2.41 2.50 0.00 57.00 6.00 1840.80 2.37 440.04 440.04 *~ECtaG 15470.U00 CLASS A LO~ FLOW $~£0 BRIDGE U.S.= 45~.2~ 8~IDGE VELOCITY=, 6.42 CALCULATED CHANNEL AREA=, 1714. E~PRS EGLwC H3 ~wklR }LSW BAREA TRAPEZOID ELLC ~LTPO ARE~ 0.03 ~56.9~ 0.05 O. 11000. 1847. 1820. 459.00 4~0.53 5470 E~C&OACHMBNT STATIONS= 1125.0 1Z72.9 TYPE= 1 TARGET~ 147.300 5~50VER~Nz ~REA ASSUMED NON-EFFECTIVE,ELLEA= 458.90 ELREA= 45~.00 l~4ZO.OO 15.~7 ~8.3Z 0.00 458.40 455.~2 0.55 0.05 0.00 460.50 11000. 0. 11000. O. O. 1549. 0. 9. 2. 100000.00 0.ul J.]O 5.9~ 0.00 0.070 O.0S0 0.070 0.000 439.?0 11ZS.O0 0.001~85 30. $0. 30. ] 0 O O.00 147.00 127Z.00 -SECNO 15520.000 54?0 ENCROaChMENT ~TATIONS= 124~.~ 1~92.5 TYPE= I TARGET= ~50.000 155Z0.00 15.96 458.25 0.00 455.30 e59.24 0.OZ 0.11 0.21 45~.60 110dO. 711. 8751. 1538. ]27. 995. 6~6. 11. Z. 455.60 C.01 2.18 8.CO 2.24 0.070 0.050 0.070 0.000 441.50 1~87.0] C.0d340~ 5]. 50. 50. 2 0 0 0.00 505.4? 1092.50 'S~C~O 15~00.C'~0 3e?O [NC~OACaMFNT STATIONS= 1521.0 1450.0 TYPE= 1 TARGET= 129.000 ]~a5 OrE,SANK AR~A ASSUMED NON-EFFECTIVE,ELLEA= 459.40 ELREA= &59o40 ST LOUIS ~ SOUTHWESTERN RAILROAD - 30WNSTREAM SIDE PqOFILE SECTION I - SURVEY SECTION 9 ST. LOUIS SOUTHWESTERN R.R. ! i I i ! ! I ! I I ! ! ! I ! I '1 I I 1J ..Or .~7 lo:1~:36 PAGE 35 15o30.00 17.16 458.70 0.00 458.78 459.52 0.76 0.22 0.0§ 462.?0 11C~C. O. 11000. O. O. 1577. O. 15. 3. 100000.03 G.01 0.30 6.9~ O.OC J.973 0.050 0.070 0.000 441.0u 1121.30 O.bOZlb? 50. BO. 1G0. 2 0 0 0.00 129.00 1~50.00 SPeCIaL uRIOGE 1.05 2.~? Z.50 O.OO ~6.23 6.00 1589.35 1.85 4~2.40 4a2.40 -$£Ch0 15610.020 P~mSSURE FLOa L3PRS EGLWC H3 ~wEIR QPq 6AREA TRAPEZOIU ELLC ELTRO AREA ~oO.OJ ~)~-~'] 0.09 O. 11090. 15~9. 1558. 459.40 34Z0 ENC~0AC~M=NT ~TATIONS= 1321.0 1450.3 TYPE= I T6RGET= 129.000 15olG.00 1~.3~ ~5¥.9~ 0.00 450.00 460.b0 0.62 1.09 0.00 ~62.70 11Gdu. O. 11000. O. O. 173~. O. 1.5. ]. 100000.~0 0.01 3.00 6.34 0.00 0.070 0.050 0.070 0.000 ~41.60 lS21.90 0.001~32 13. 10. 10. Z O 0 O.O0 1~9.00 1GSO.JO -S:CNO 15c30.030 ~470 ENC~CACHMENT STATIONS= 1009.7 1498.1 TYPe= 1 TARGET= &23.540 l~bSO.OJ 1~.33 ~50.03 0.00 400.0? a60.~4 0.61 0.03 0.00 aSO.O0 110~b. 720. 9045. 035. 279. 1~59. 2~1. 1~. ~. 430.00 O.G! 2.~8 6.61 2.75 3.070 0.050 0.070 0.000 661.70 10o9.73 O.OOl~a. 3]. 20. 1~. 1 0 0 ~.00 180.40 1250.15 CC.V= O.lOO CEHV: 0.300 *SEC~O 15040.G30 5470 ENCROA£HME~r STATIONS= 1070.8 1492.7 TYPE= I TARGET= &21.350 1564b. G0 15.38 460.08 O.OO 460.12 ~60.65 0.58 0.01 0.00 450.00 1100u. 563. 9665. 772. 213. 1507. 279. 16. 3. 450.00 C.01 Z.6~ 6.~1 2.77 0.070 0.050 0.070 0.000 441.70 1070.~5 0.031Z55 10. 10. 10. 2 0 0 0.00 174.69 1245.45 -SE£LG 15550.G04 ! I ! I 1 ! 1 I -1 .... 1 '1 ...... 1 '-! "1 '"1 "1 "'1 ] I 1.~ ",Or 57 lr,:1~:~6 PAGE 57 ScCNO D£PT~ CdSEL CRIWS WSELK EG HV HL OLOSS B&NK ELEV u aLOE QCH ~R08 ALO~ ACH A~OB VOL TWA LEFTI~IGHT lIPa VLDo VCH VRO~ XNL ~NCH XNR WTN ELM[N SSTA 5L0>£ XLOSL XLCH xLO~R !TRIAL [DC ICONT CORAR TOPdID ~NOST ~70 L:,C~OACH~SNT STAT[0NS: 1dTu.7 1495.~ TYPE= I TARGET= &~4.750 15o~O.OJ 15.iq 4~0.C~ 3.cC 4~0.13 ~60.67 0.57 0.01 0.00 450.U0 110uG. 5CS. ~6o2. 773. 214. 156~. ~79. 17. 3. 450.00 u. U2 2.34 c.41 2.77 0.070 0.050 0.070 0.000 441.70 1070.55 C.0~1_:~ 10. lO. 1u. 0 0 0 O.O0 174.87 1245.52 5600.0.~O EriC~OAC riHENT STATIONS= 1067.Z 1~77.~ TYPE= I TARGET= ~10.55g 1)6~0.00 1~.76 459.90 O.gO 460.01 GGO. 74 0.78 0.01 O.Do ~50.00 11CJO. ~o4. 9467. 1009. 152. 1256. 3Z8. 17. 3. 4~0.00 0.02 5.0c 7.5~ 5.~6 0.070 0.050 0.070 O.OJO ~1.~0 1067.~5 0.031751 10. 10. 10. CCTV= j.lOd SEHV= 0.300 -SkCqO 1SOBO.OOO 3a70 ENC2OACHRENT STATIONS= 1057.0 1585.& TYPE= I TARGET= 5~5.43J 15650.00 13.55 440.26 0.00 460.30 460.~0 0.52 0.04 0.05 460.~0 1103L. O. 11000. O. O. 1897. O. 1~. 3. 450.00 b.02 3.00 5.~0 0.~4 3.070 0.050 0.070 0.000 ~41.75 105~.00 u.OO15ZJ 20. ~0. 15. ? 0 0 O.OO 169.61 12~1.ol *$~ChO 15750.G30 5470 ENC~0ACHMENT STATIONS= 109~.0 1461.~ TYPE= I TARGET= 502.280 15730.0J 15.68 400.45 0.00 400.45 460.90 0.47 0.09 0.01 460.00 1100U. 3. 11000. O. O. 2010. 1. 20. 5. 460.00 C.02 3.00 5.47 0.31 9.070 0.050 0.070 0.000 441.75 109~.00 0.001/2~ 53. 50. 30. 2 0 0 O.O0 210.46 15G9.~o CCnV= 0.100 CE~V= 3.300 -5~[~C loado.co0 ~410 ENCROACHMENT STATIONS= 1~90.0 23~.3 TYPE= 1 TARGET= 6~8.900 P~OFZLE SECTION J - SURVEY SECTION 10 LaN3 OEVELOPE~NT FILL ON LEFT OVER~NK UPSTREA~ TO MOORE ROAD. ! I ! i I I ! I ! I I ! ! ! ! i '1 I 1 J ' ~' ' PAGE 38 · ,..;, ";7 lo:1~: 36 1~450.GJ 1~.55 4ol.5~ 0.00 wol.55 461.77 0.19 0.~4 0.05 457.10 11630. Z191. 5514. 329c. 1220. 1201. 1738. 75. 11. 457.Z0 0.UJ 1.50 4.59 1.90 0.C70 0.050 0.070 0.000 442.70 1590.00 C.Od0ab2 S33. 750. ~50. 2 b 0 0.00 038.00 202~.00 -ScCNO 17o~0.GOC ~470 ~NCROACHMENT STATIONS= 1755.0 1510.3 TYPE= I TARGET= 615.009 1?oO0.L3 17.?2 402.7~ O.O0 ao2.53 4o~.39 0.67 1.48 0.14 457.50 11~J0. £~10. 7795. 1~95. 1028. 989. 074. 153. 2O. 459.50 0.1.5 2.5G 7.89 2.07 O.07D 0.050 0.070 0.000 4~5.00 1255.00 b.05£>39 11c0. 11~0. 1000. 2 0 0 0.00 615.O0 137U.00 -Sc£~G 179~0.0J0 3~ZU E'aCROACH~NT STATIONS= 1505.~ lb72.3 TYPE= 1 TARGET= 179JO.uJ 17.74 453.84 0.00 433.64 464.18 0.34 0.75 0.05 11~0. 13~7. 9407. 100o. 555. 1854. 431. 185. 31. 4~8.00 G.lo Z.50 5.07 2.~4 0.070 0.050 0.070 0.000 446.10 1305.00 0.~1.2a ~00. 3~0. 260. 2 0 0 0.~0 357.0~ 1672.00 ~SEC~G 1~150.G90 5470 ENCROACHMENT STAT[ONS= 1321.0 1~49.2 TYPE= I TARGET= ]2~.O03 1~150.0J 17.30 4~3.90 3.OO 463.75 464.b3 0.73 0.]4 0.1Z ~5d. O0 11620. 3461. 7258. 10~0. 938. 873. 3B6. 195. 32. 400.00 0.17 ~.~9 ~.]Z 2.~0 0.070 O.OSO 3.070 0.000 446.o0 1321.00 C.O2ga72 lo}. 170. 1~0. 2 0 0 0.00 328.0~ lo49.00 *SzC;~U 1~210.C30 ~/0 ENCROaChMENT STATIONS= 1340.0 lo50.0 TYPE: I TARGET= 310.000 I~EI~.CJ 17.21 4~4.01 0.00 4~],8~ 464.&9 0.88 0.21 0.0~ 455.00 118u6. 375g. 5~3~. 1412. 931. 680. 421. 19~. 33. 4~O.uO 0.17 4.3~ 9.~ 3.35 0.070 0.050 0.070 O.OOO 446.8~ 13~0.00 0.0J4112 o0. o0. ~5. 2 O 0 0.00 310.00 lb50.00 -~F.C'~O I~Z.O.OJO J3,J1 he CHANGE,2 MO,~E THAN HVINS 347b EhC20~C~MENT STATIONS: 1315.~ 1598.2 TYPE= 1 TARGET= 2~.000 ! ! i ! I ! I '! "i '1 ! I ! I ! I '1 ! ! lJ '.0¢ '~? 16:15:3~, PAGE 39 SEC'~O OE°TH CdSEL CREWS w~ELK =G H¥ qL OLO$S BANK ELEV ~LO6 QCH ~ROB ALOB ACH ARO8 VOL TWA LEFTIR[GHT ;[~; VLOO VCH VR06 XflL XNCH XNR wTN ELH[N SSTA SLOP£ XLOBL XLCfl XLOBR I/RIAL [DC ICONT EORA~ TOPdID ENOST lS2~0.0] 13.65 4~3.75 0.00 4~3.65 465.22 1.46 0.15 0.1~ ,oO.O0 115d0. Z562. ~565. 07Z. 6~1. 771. 169. 199. 53. 460.03 u.17 ,.1~ 11.1~ 3.y7 0.070 O.OSO 0.070 0.000 4~6.93 1S15.00 b.b]6~6~ 30. 30. 30. ~ 0 0 0.00 283.00 1S95.00 ~Z~ ~hC~O~C~P~NT STATIONS= 1~15.0 1573.3 TYPE= 1 TARGET= 25S.~03 1~320.C0 17.3u 4~4.40 0.00 45~.23 ~65.?0 1.30 0.47 0.02 460.00 11~u. 135~. ~57o. 15oo. 418. 619. 396. ZOZ. 33. 430.00 C.17 ~.~? 10.47 5.95 0.07] 0.050 0.070 0.000 447.10 1&15.00 0.005127 80. 50. oO. 2 0 0 0.00 255.00 1670.00 -5=£N0 1~450.U00 ~4~0 E%CROACHM~NT STATIONS= 1593.0 15S].9 TYPE= 1 TARGET= 190.000 1~450.00 17.57 404.87 0.00 40~.54 466.48 1.61 0.69 0.09 400.00 1160u. 150o. 9327. 907. 351. 830. 239. 200. ~4. 450.00 b.15 ~.29 11.2~ ~.04 0.~70 0.050 0.070 0.000 447.50 1595.20 C.OJ53C~ 12~. 130. 16C. 2 0 0 0.00 190.00 15E5.00 *SECNC l~500.OOO 3~70 ENCROACdMENT STATIONS= ~95.0 52b0..] TYPE= 1 TARGET= 165.000 PROFILE SECTION K - SURVEY SECTION 11 LAND 2EVELOPEMENT FILL ON LEFT OV~R~ANK 15500.0J 17.54 4o5.14 C.;O 464.20 466.76 1.62 0.28 0.00 ~o2.O0 11~0C. .14. 1189o. ~91. 120. 1029. 133. 20d. 34. 461.00 O.l~ ~.~6 10.5~ 3.70 3.070 O.OSO 0.070 0.000 447.60 ~95.00 0.005o~ 53. 50. 50. 3 0 0 0.00 165.00 5060.00 CCqV: 3.$~3 CEHV= 3.500 -ScCNO 1~514.0J0 5470 ENCROAC.MENT ST&TIONS: 1546.5 1Oab. B TYPE= I TARGET= 100.000 10514.00 13.~ 455.1o O.bO 404.16 460.82 1.66 0.04 0.02130000.00 11~00. O. 11800. O. O. 1141. O. ZOO. 34. 100000.00 a.15 O.]O 10.34 0.00 0.070 0.028 0.070 0.000 448.63 1545.o5 0.001~2~ 1~. 1~. 1.. Z 0 0 0.00 100.00 164o. B5 1 '! I ! 1 1 "- I 'I ! '1 I -1 i I ! I ! 1 ! 13 :,C,~ 37 lo:1~:3b PAGE 40 S~CqO D:PT. C~SEL CRI~S NSELK EG ~v ~L OLOSS ~ANR ELEV L QLJB QCH ~ROB AL05 ACH AROB VOL TWA LEFT/RIGHT TiM~ VL]~ ¥~H VKOu X~L XNCH XNR gTN ~LM:N SSTA SLGPE XLOEL XLC~ XLOER ITRIAL [DC ICONT CORAR TOPWIO ENOST *S:CNO 1~515.000 370J. dRIOGE ST~NCL: 15~6.85 STENCR= 16&6.8S !~5 CI¥1DED F~O~ ~3?O NORMAL BRIDGE,NRD= 21MIN ELTRD= &70.50 ~Ax ELLC= &69.7~ ~47G Er, CROACH~ENT STATIONS= 154~.B 104~.8 TYPE= 1 TARGET= 100.000 P~OFILE SECTION L - SURVEY SECTION 12 AS-BUILT 3RIDGE -- UPDATE ON OCTOBER 1987 MOCRE ROA5 - DOWNSTREAM SIDE 1~515.00 15.40 4S5.0~ O.OO 4~4.12 46o.91 1.8] 0.00 0.0~100000.00 110,JG. O. 11800. O. O. 1087. O. 20S. 34. 100000.09 G.I~ 2.~C 10.8& 2.00 0.070 0.028 0.070 0.000 448.6~ 154~.55 0.002~£~ 1. 1. 1. 8 0 0 0.00 95.00 154~.~5 -S~CNO 135~5.000 3lOg. B~IDGE STENCL: 15#6.32 STENCR= 16a6.32 5235 D:¥iDcD FLOW ~37G NgRMAL ~RIDGE,NRD= Z1 MIN ELTRD= 470~50 MAX ELLC= ~69.8~ ~&?C ENCRORCMMENT STATIONS= 15~o.5 16~.5 TYPE= I TARGET: 100.000 MOORE RO&O - UPSTREAM SIDE 155o~.0] lo.~1 &~5.~O 0.00 ~64.47 ~67.09 1.69 0.14 0.0~100000.00 11000. O. 11800. O. O. 1130. O. 210. ~4. 100000.00 G.la 3.00 10.45 0.00 0.070 0.028 0.070 0.000 448.~9 15~0.~2 O.~oZ~3~ SO. 50. 50. 1~ 0 0 0.00 95.00 164~.32 *SECNO l$5a6.OOO 5470 E:eCROACHMENT STATIONS= 1550.7 1~40.? TYPE= I TARGET= 90.~00 i ! ! i i i .! '! ! 1 1 "I -I ! I -! ! -! 1 1,., 'JOV d7 10:13:36 PAGE 41 S~CN0 DEPTH CdSEL CRIk$ WSELK EG HV HL OL0~S BANK ELEV TIM: ~L06 ¥CH V~O~ XNL XNCh XNR WTN ~LH[N $STA SLO?E XLOBL XLCH XLOSR ITRI~L IgC ICONT CORAR TOPWIO ENOST 1~5~c.0J 1~.57 455.35 0.00 434.42 ~o7.13 1.77 0.00 0.0~100000.00 116~0. O. 11~00. O. O. 1105. O. 210. ~4. lO0000.OO b.15 0.30 10.66 O.GU 0.070 0.0~8 0.070 0.000 448.49 1550.73 U.091521 1. 1. 1. 2 0 0 O,OO 90.00 1~3.75 .SECNO 15o30.GOG 3311 hv CmANGED ~O~E THAN HVINS ~ZO E~C~0ACHMZNT ~TATIONS= 1300.0 1550.0 TTP~= I TARGET= 250.00) 1=hOC.Cb 1~.~5 ~7.05 0.00 4~6.0~ ~b7.57 0.52 0.06 0.5~ ~59.7b 11~,.0. 13t5. 10063. o73. 346. 1§45. 260. 211. 35. 4~1.G0 b.l~ 3.06 6.13 2.59 0.070 0.050 0.070 0.000 447,40 1~00.30 ~.0~I~45 34. 34. *S~CN0 1~615.000 ENCROACHMENT STATIONS= 1295.0 1555.3 TYPE: I TARGET= 260.~U3 ld015.03 19.72 467.12 O.DO 456.03 467.61 0.4~ 0.03 0.01 45~.70 11~dG. 1197. 9863. 740. 3~4. 1653. 255. 712. $5. ~o1.03 G.1J 5.12 5.97 2.59 0.070 0.050 0.070 0.000 447.40 1295.00 0.03173. 15. 15. 1~. 2 0 0 O.O0 2bO.O0 1555.00 33J1 hV ChANGEb MORE THAN ~VIN$ ~470 EreCROACMM~NT STATIONS= 1696.5 la76.5 TYPE= I TARGET= 280.000 l~oSO.OO 19.32 466.82 O.OO 465.82 469.09 1.27 0.09 0.59 463.10 11~0U. 1373. d9~. 1£78. 449. 878. 396. 213. 35. 452.70 U.I~ ~.50 10.19 3.22 0.070 0.050 0.070 O.OUO 447.50 109b.50 0.b~4234 35. 35. 35. Z 0 0 0.00 250.00 1976.50 CCH¥: 0.102 CEHV= 0.300 *SECNO G.I~C ! ! I I I 1 ! i ] I ! i ! ! '! I 1 i ! 1} ~Cv ~7 lo:1~:36 PAGE 42 S~C:,O OE~TH CwSEL CRIwS wSELK EG HV flL OLOSS D~NK ELEV ~ ~LOB ~CH QROB ALOB ACH ARO~ VOL Twa LEFT/RIGHT TZH, 9LOb VCH VROB XNL XNCH XNR ~TN ELM{N SSTA SLCPE XLOUL XLCd xLOBR ITRIAL IDC ICONT COqAR TOPd[D ENDST $.>ul ,v CrIAN.,~ED "4ORE THAN HVIN$ 54/0 ENCROACHMENT STATIONS= 335.3 ~25.0 TYPE= I TARGET= 293.g00 0.13 1~.75 458.7~ 0.00 467.70 469.46 0.71 1.32 O. Oo 4b~.O0 lloJO. 12o3. 9o~. ~4~. o18. 1312. 374. 23~. 37. 462.00 b.2O 2.34 7.39 ~.27 0.990 0.050 0.090 0.000 449.00 ~35.00 0.002Jll $39. 510. ~75. 2 0 0 0.00 290.09 oZ5.00 S~FO £;,CRO~C~NENT STATIONS= 172.5 S22.5 TYPE= 1 TARGET= O.20 19.~0 409.00 g. OO 4~8.57 &70.59 0.99 1.03 0.09 1153o. 1~2~. ~0~3. 2333. 517. ~51. 715. 253. 59. 4o4.00 u.22 2.75 o.G5 3.20 0.O90 0.050 0.090 0.0dO 450.20 172.50 C.0J45~> 2~]. $90. 265. 2 0 0 0.00 ~$0.00 ~22.50 -s:Cr, O 0.300 E~CROAC~NT gTAT:ON$= 1~.5 $2~.5 TYPE= 1 TARGET= 0.33 29.&0 471.~0 g.bO 470.47 471.92 0.51 1.78 O.O5 4o4.00 11836. 2572. 5993. 3235. 968. 789. 1116. ~71. ~3. 464.00 O.Z- Z.~o 7.59 2.90 0.090 0.050 0.090 0.000 451.00 15~.50 0.002525 413. 450. £bO. 2 0 0 0.00 370.00 528.50 *SECNO g35~O.GOO 5470 £NCROACUMENT STATIONS= 1225.0 1595.9 TYPE= 1 TARGET= 3?0.000 2g540.00 19.69 472.29 O.O0 471.47 ~72.73 0.43 0.~0 0.01 ~66.00 11800. 3.57. 5312. ~1. 1712. 1348. 26. 300. ~6. G.2a 2.02 6.17 1.17 0.090 0.050 0.090 0.000 452.60 1225.00 C.0013~? 370. 500. 359. 2 0 0 0.00 370.00 1595.00 *SECNG 0.530 5~70 ENCROACHMENT STATIONS: 225.0 575.0 TYPE= 1 TARGET= 350.000 0.52 1~.~1 472.91 0.00 472.21 473.17 0.26 0.42 O.OZ 460.00 11UJO. 3~1. 7919. O. 1893. 1656. O. 528. 49. 100000.00 u.2~ ~.35 4.7d O.OO 0.090 0.050 0.090 0.000 454.00 225.00 G.O00ST~ 315. 435. 415. 2 0 0 0.00 350.00 57~.00 I i ! ! 1 I '! I "1 '1 I I 1 I ! ' '1 I I I 13 ~aO¥ ~Z le:l:~:'~o PAGE 43 SECNO DEPTH CWSEL CRIWS WSELK EG HV ML OLOSS BANK ELEV Q ~LO~ QCH ~ROu ALO~ ~CM AROB VOL TWA L~FT/RIGHT TiME VLJ~ VCh VRO~ XNL XN£H XNR WTN ELM[N SSTA SLOPE ~LOBL XLCfl XLOBR ITRIAL IDC ICONT CORAR TOP,ID ENDST -S~C~,O 0.bug ~3J1 H~ CMANGE~ MORE THAN H¥INS 5~?O E~C~UAC~M~NT STATIONS= 2G5.0 ~55.9 TYPE= I TARGET= 250.000 O.oJ 17.58 472.5~ 0.OO ~Zl.B? ~7~.34 1.?0 0.ZZ O.~S ~70.00 11c00. 1031. 10Zo9. 0. ~26. 9~9. O. ~50. ~1. 100000.00 0.39 2.~2 11.11 0.00 0.090 0.050 0.090 0.000 455.00 205.00 0.0Jc192 ~8']. 390. JoO. ~ 0 0 0.00 Z50.0J 455.00 *ScCNO ~loTO.OJO 5~70 E~C~OAC~MENT STATIONS= 11Z2.5 1522.~ TYPE= 1 TARGET= 200.009 ~1~90.G3 15.G4 474.3~ 0.00 47~.1~ 470.46 2.12 Ziul 0.11 470.00 11M06. ~8~. 1~4~0. ~31. 1~1. 8&~. 260. ~5~. 53. 470.00 C.31 2.70 12.3o 3.19 0.090 O.C$O 0.090 0.030 455.90 1122.50 G.O~o~O~ 189. 375. $00. $ 0 O 0.00 200.00 157~.50 -S5C ;JO 1.000 ~591 hv C~AN~E2 MORE THAN HVINS ENCROACHMENT 3TATIONS= 32.0 212.J TYPE= 1 TARGET= 180.300 1.02 20.08 477.3~ O.OG 477.01 &7~.63 1.25 2.08 0.09 470.00 llSO0. 599. 10097. 1109. 2~2. 1049. 576. 577. ~5. 470.00 0.3~ 2.70 9.6~ 2.95 0.030 O.O&5 0.080 0.000 ~57.30 32.0G 0.082a~1 ~10. 530. 500. 2 0 0 0.00 180.00 212.00 *ScCNO 22090.000 ~470 ENCROACHMENT STATIONS= 12~0.0 1~60.0 TYPE= 1 TARGET= 200.000 22oOG.CO 1~.79 47~.39 O.Ob 477.97 ~80.00 1.61 1.Z? 0.11 e73.00 11~JG. 2~o~. ~717. 11o. 770. ?&9. k?. 390. 57. 474.?0 0.3~ $.55 11.6~ 2.~9 0.080 0.045 0.080 0.000 458.60 1~60.00 U.00447~ 370. 3~0. 3bO. 2 0 0 0.~0 200.00 1460.00 1 I I I 'I ! 1 -1 ! ' -1 1 I I 1 -'! ! ! 1 ! 13 .',,Cv .~7 16:15:~6 PAGE 44 S6C~0 DEPTH CdSEL CRIWS WSELK EG HV HL OLOSS BANK ELE¥ G ~LOb QCH ~RQ8 ALO5 ACH ~R08 VOL TwA L~FTIR[GHT TIM_ VLO~ VCH 9RO~ XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XL£H XLOER ITRIAL IDC ICONT CORAR TDPWID ENDST -SEChO 3~7C E~ICROACHMENT STATIONS= oo.0 2&~.] TYPE: 1 TARGET= 2.GJ 21.00 4~O.o0 0.00 450.C4 481.96 1.3o 1.93 0.05 474.00 11~3G. 3~5. 131~7. 1~o5. 153. 1012. 412. ~10. 59. 4?2.00 0.3o Z.51 10.03 3.08 0.08~ 0.045 0.080 0.000 459.~0 65.00 L.Od~?wO 51U. 5?0. 540. g 0 0 ~.00 180.00 ~46.00 -SECNG 2~9g0.000 33J1 HV Cm~NGED MORE 3470 Er~CROACmHENT ST~T[ON$= 1041.U 1391.0 TYP~= I TARGET= $50.~03 23900.0J 19.90 ~2,90 O.Gb 482.51 ~83.38 0.49 11800. 992. 10802. 5. 621. 1870, 7. 444. a3. 4~0.O0 0.3~ 1.~0 5.?~ d.7~ 0.080 0.045 0.080 0.000 465.U0 1041.00 u. GO131J 758. 730. 5~0. 2 0 O 0.00 548.83 1389.85 *S~LNO 3.030 3~7G E:~CRO~C~M£NT ~TAT[ONS= 79.0 299.~ TYPE= I TARGET= ~20.~00 3.Od 19.09 4~3.3g O.O0 4~3.10 484.03 0.64 0.01 0.05 475.00 11o00. 460. 10~75. 445. 263. lo34. 199. 467. 60. 4?5.00 C.G1 1.~2 6,65 2.23 0.0~0 0.045 O.0&O 0.000 464.30 79.00 0.0~1~¢~ 3lJ. 465. 450. ) 0 3 0.O0 220.00 299.00 -S6C:~0 4.0gO $4Z0 ENCROAC~ENT STATIONS= 114.0 $1~.3 T~PE= I tARGET= ~00.O00 4.0J 15.53 4~4.23 g.00 483.95 485.22 0.99 1.05 0.10 650.00 116}C. 221. 1157Q. O. 125. 1440. O. 4~9. aS. 100000.00 O.4J 1.77 8.G~ 0.00 0.08J 0.050 0.0~0 0.000 ~55.79 11~.21 0.~9~d55 55]. 5oG. 5~0. 2 0 0 0.00 194.79 514.00 -S~CNO 5.030 EPaC~OACHMENT STATIONS= bS.O 275.3 TYPE= I TARGET: 210.000 5.00 13.~9 4~4.79 O.uO 4~4.55 485.59 0.80 0.55 OoOZ 480.00 11~'JG. 132. 11111. 557. 72. 1508. 272. 495. 69. 480.00 b.~ 1.~3 7.37 2.04 0.080 0.050 0.080 0.000 405.90 07.70 0.031~9~ 130. 145. loJ. 2 0 O O.O0 207.30 Z75.30 I I I 1 1 "1 ] I i ! 1 ' I 1 '1 '! '1 15 ~,Gv 37 lo:1~:36 PAGE $~LqO OEPTH C~$~L CRI~$ gSELK EG HV HL 0L055 6ANK ELEV C QLO~ ~CH QROb ALOB ~CH aEOB VOL TdA LEFT/RIGHT TIH: YLO~ VCH YROe XNL XNCH XNR WTN ELM[N SSTA SLOPE XL0eL XLCH XLOeR ITRIAL IOC ZCONT CORAR T3PaI0 ENOST -S:CNO z~930.OOO ~ZO EraCROAC~H~NT STATIONS= 1170.0 l~O0.J TYPE= I TARGET= ~O.OOd * ~930.0] 1~.03 4~5.43 0.00 485.1b ~85.98 0.55 0.~6 0.05 ~72.00 11806. ~b2]. d106. 71. 1174. 1182. &4= 505. ?0. 4~0.O0 g.45 3.09 0.86 1.59 0.080 0.050 0.080 0.000 456.~0 1170.00 0.00152~ 170. 220. 150. 2 0 3 0.00 2~O.0G 1~00.00 -SECraG o.000 ~)1 HV C~ANGE9 MORE T~AN mVINS ~ZO E'aCRO~CHM~NT STATIONS: 100.9 Z~0.0 TYPE= I TARGET= 180.300 6.dO lj.41 4~5.21 0.00 4~4.9~ 4~6.31 1.10 O.16 O.17 475.j0 118~0. 10~o. 10376. 335. ~04. 1164. 111. 508. ?0. 476.00 ~.G5 2.69 8.91 3.05 0.380 0.050 0.080 0.000 &66.80 103.00 C.~02596 50. ~0. 95. 2 0 0 O.O0 180.00 280.00 33J1 HV CHANGED MORE THAN ,VINS 3~70 E~CRO4C~MENT STATIONS= 1537.0 1627.O TYPE= I TARGET= 90.~O0 25085.00 1~.88 ea3.98 O.OC 484.00 487,39 3.41 0.$9 0.69 4E0.70 11800. O. 11800. O. O. 796. O. 510. 70. 100000.00 0.45 ).00 14.62 0.00 0.080 0.045 0.080 0.O00 467.10 153Z.00 0.01J~4~ 45. 60. bS. 3 0 0 O.00 90.03 132?.O0 · SECN0 2}la5.CUG ~301 ~¢ CHANGED MOqE TqAN HVINS 5~70 ~;aCR0~C~M~T STATIONS= 1534.0 1623.~ T~PE= 1 TARGET= 89.000 ~515~.00 15.77 435.77 0.00 4~5.91 482.97 2.20 0.40 0.12 461.40 lloJ0. ~. 11B00. 0. O. 991. 0. 511. 70. 1000~0.00 0.4~ O.O0 11.90 O.OU 0.0~0 0.045 0.080 0.000 467.00 1534.00 C.00o~75 49. SO. oO. ~ 0 0 0.00 99.00 lo23.00 ! I ! 1 i I ] ! I I 1 ! 1 ! I 1 1} ~Ov 37 lc:13:36 PAGE SECNO JEPTH CdSEL CR[WS WSELK EG H¥ HL OLOSS BANK ELEV ~ ~L3B QCH QRO6 ALO~ ~CH ARO8 VOL TdA LEFT/RIGHT lies VL0~ ¥CH YROE XNL XNCH XNR ~TN ELNIN SSTA SLOPE ~LO~L XLCq XLOBR ITRIAL IOC ICONT CORAR TOPaIO ENDST ~470 ~',CRGACHM~NT STATIONS= 1100,5 1205,~ TYPE= I TARGET= 105,000 g5155.0~ 1~,94 4~6,54 0,00 4~6,55 488,25 1,71 0,22 0,05 47~,00 1160U, 53~. 1092e, 341, 157, 1007, 107, 51J, 71, 480,03 O.a5 3,$9 10,~5 ~,19 0,080 0,0&5 0,080 0,000 467,60 1100,50 0,0~320~ 53, 50, ~0, 2 0 0 0,00 135,00 1205,50 -acCNO 25255,030 3331 hV CHANGED MORE THAN ~V/NS S~ZC E~CROACHM~NT STATIONS= 1072.? 1172.? TYPE= 1 TARGETTM 100.900 25235.G3 1~,52 467,42 0.0O 4~7.03 488,42 1,01 O,11 0,07 ~60,50 11630, 70, 1163~. 92, 44, 143b, 44, ~1~, 71, 480,00 G,~5 1,~? 8,10 2,07 O,0~0 0,0~5 O,0BO 0,000 467,90 1072,65 6,031585 50, 50, 50. 2 0 0 0,00 100,00 1172.55 -SFCNO 2S250.C30 5~70 ENCROACmMENT STATIONS: 1044,5 1154,~ TYPE= ! TARGET= 110,000 2~2~C,CJ 20.~8 4~7,8~ 0,00 4~7,35 48~,52 0,64 0,05 0,04 ½82,20 11~3C. o, 1178~, 5, 9, 1835, 11, 516, 71, 481,00 0.4~ d.~8 6.4Z 0.09 0.080 0.045 0.080 O.OOO 467.40 1044.55 u,00C~w2 55. 45, 25, 2 0 0 0,00 110,00 1154,05 -SECNO Z5325.OJ0 3470 ENCROAC.MENT STATIONS= 10]~.0 116J.0 TYPE= I .TARGET= 130=00J 25325,0) 23.80 488,10 0,00 4~7.57 488,5? 0,47 0,04 0,02100000,00 11~OG, ~, 11500, O, 0, 21~4, 0, 518, 71, 1000~0,00 C,4a .],00 5,53 0,00 0.080 0,045 0,080 0,000 467,30 103~,00 G.OOC~13 50, 45, 30, 2 0 0 0,00 130.00 1165,00 *ScCNO 25375,000 J~70 ENCROACHM£NT ~TAT[ONS= 102b.0 1156.0 TYPE= I TARGET= 150.900 ~375.03 20.25 4~8.15 0.00 4~7.b3 488.ol 0.46 0.04 0.00100003.00 116~G. O. 11~00. O. O. 21O2. O. 5ZO. 71. 100000.00 G.4o 0.00 5.~o 0.0~ 0.080 0.045 0.080 0.000 467.90 1326.00 O.OOOFFa 53. 50. 50. 0 0 0 O. OO 150.00 115~.00 ! I I ! ! '1 '1 I ! i 1 '1 1 I '-I 1 ! I 13 ',~GV ~? 16:15:36 PAGE 47 ScCNO DEPTH CwSEL CRIw$ WSELK EG MY ML OLO$S bANK ELEV Q JL)§ QCH dROe ALO5 ACH ARO~ VOL TdA LEFTI~IGHT 1[Mi. VLO~ VCH VRO6 XNL XNCh XNR WTN ELMIN SSTA SLOPE XL)bL XLCH XLOBR I/RIAL [DC ICONT CORAR TOPWID ENOST -$EC~C 2~421.090 ~70 k'aCROACHM~NT STATIONS= 1127.$ 1277.$ T~PE= 1 TARGET= 150.~0~ ~>421.~j 2~.~2 458.~2 0.00 &~7.82 ~88.&5 0.34 0.0~ 0.01100000.~G 116d0. 0. 11800. 0. 0. 2534. G. 523. ?1. 10u030.dO 0.41 J.00 4.66 0.00 3.080 0.045 0.080 0.000 468.00 1127.50 0.000552 84. ~o. 10. 2 O 0 0.00 150.00 1277.50 CCHV= J.30G CEHV= 0.500 *ScCNO 25422.0~0 370~. BRIDGE STENCL: 1127.50 STENCq= 1277.50 32~50IvIOED FLCW ~70 hDRMAL 5R[DGE~NRD= 4 MIk ELTRD= 495.00 MA% ELLC= 491.75 ~?0 E~aCROACnM~NT STATIONS= 1~27.5 1277.~ TYPE= I TARGET= 150.000 254.2.02 20.50 ~8.30 0.00 ~7.80 48B.07 0.37 O.00 0.01100000.30 11udo. o. 11800. 0. O. 243). O. 523. 71. 100000.00 C.47 0.O0 ~.85 0.00 0.083 0.028 O.080 0.000 468.00 112?.S0 b.000392 1. 1. 1. 6 0 0 0.00 145.00 1277.50 S703. BRIDGE STENCL= 1127.50 STENCR= 1277.50 ~2o5 DIViDeD FLOW ~570 LOEMAL BRIDGE,NRO= & MIN ELTRD= 495.00 MAX ELLC= a91.75 3~70 EaC~uACHMENT STATIONS= 1127.5 1277.5 TYPE= I TARGET= 150.Q00 ~5.2.C0 19.o4 4~.34 O.O0 487.84 488.73 0.39 0.05 0.01100300.00 11800. O. 11000. O. O. 2359. O. 530. 72. IOOGO0.OO u.e? 3.00 5.00 O.OG 0.380 0,028 0.080 0.000 468.70 1127.50 O.030~Z? 120. 1ZO. 120. 13 0 0 0.00 145.00 1277.50 i i I ! ! I I i I I I '1 1 ' 1 '! '1 '" ! '! 1,J ~C:v .~7 16:16:36 PAGE 49 SEC~G OEPTH CdSEL CR[wS WSELK EG HV HL OLOSS BANK ELEV U ~LO~ QCH JkOb ALOq ACH AROB VOL TWA LEFT/RIGHT T~MZ VL~b VCH v~O§ XqL XNCH XNR WTN ELM£N SSTA S~CP~ ~LOBL XLCH xLOBR JTR[EL [DC [CONT CORAR TOPdIO ENOS[ 3~?O E'aCaOAC~ehT STATIONS= 11~7.5 1~77.5 TYPE= 1 TARGET= 150.000 ~>5~3.0J 19.68 438.3~ 0.00 4~7.83 ~8~.74 0.36 0.00 0.01100000.00 11~JC. 0. 11~00. 0. 0. 24O2. O. 530. ?2. 100000.00 b.4! 0.00 4.7~ O.00 0.080 0.028 0.080 0.000 468.?0 1127.5G O.O~LZ3~ 1. 1. 1. 2 0 0 0.00 150.00 1~77.50 *$£C'~0 255~&.00C 5~70 Er;CROACdNENT STATIONS= 1002.~ 1172.5 TYP~= I TARGET: 170.303 ~5~.OJ 1;..0 4~.30 0.~0 ¢t7.75 ~88.85 0.55 0.01 0.10 eb5.O0 115JG. ~. 117~5. 27. 11. 1977. 32. 531. 72. 4~5.00 ~.~? 3.75 5.95 0.~5 0.0~0 O.Ga5 0.069 0.000 a68.90 101~.~0 C.000~7~ 5. 25. 75. g O O 0.00 159.10 117~.50 CC.v= ).100 C~Hv= 0.300 *SCCqO Z$o18.0J0 5~70 EqC~G~CH~ENT STAT:ONS= 1001.5 1171.5 TYP~= 1 TARGET= I?g.00~ ~501~.G3 1~.~0 4~8.30 O.9b ~7.70 ~88.92 0.62 0.95 0.O~ 485.00 11od0. 9. 11753. 35. 11. 1864. &O. 535. 72. &85.00 0.45 ~.~1 6.~1 0.95 0.080 O.O&5 0.080 0.000 459.50 1015.37 0.0~111~ 20. 50. 50. 1 0 0 0.00 156.13 1171.50 ~G?O ENCROACHMENT STATIONS= 1014.5 1204.5 TYPE= I TARGET: 19O.~02 25o~.u0 19.32 ~8.42 0.00 4~7.8~ ~88.98 0.56 ~.06 0.O1 485.g0 11520. 27. 11730. 42. 23. 1953. 42. 535. 72. 485.00 G.a5 1.1~ 6.O1 1.O1 0.080 O.O&5 0.080 0.OdO 469.10 102~.52 0.0jl155 55. 50. 50. 2 0 0 O.O0 179.95 1204.50 *SECNO £571~.C00 ~ZO EhCROACdMcNT ~TATIONS: 1203.O 1~88.~ TYPE= 1 TARGET= 1~O.00J 2$?la.0g 1~.e2 458.42 0.00 4J?.89 489.Ob 0.65 0.07 0.03 48~.00 11006. ~. 11792. ~. 5. 1913. 5. 538. 72. 466.00 0.~3 0.65 6.50 0.85 0.O§0 0.O~5 0.080 0.000 4?0.00 1205.00 u.OO1333 70. ~. ~0. 2 0 0 0.00 I~G.O0 13~.00 ! 1 I 1 '! I '} i -1 '1 I '-'! I I 1 / I I } 1~ isJ~ J7 lb:16:36 PAGE 49 S:CNO OEPTn CWSEL CREWS WSELK EG HV HL OLOSS BAN~ ELEV ~ SLOB QCH HR08 AL08 ACH ARO~ VOL TdA LEFTI~ZGHT T[~: VLOE ¥CH ¥R05 XNL XNCH XNR ~TN ELNZN SSTA SLOPE XLOBL XLC~ XLOAR ITRIAL ]OC ICONT CORAR TOPwIO ENOST w~EC~J0 Z5754.000 5~70 E:,CROACNqENT STAT[OqS= 112o.5 1300.5 TYPE= I TARGET= 180.000 c57~.U3 la.~6 4d~.40 O.O0 488.01 ~E9.16 0.69 0.07 0.01 ~81.00 11c3u. 542. 11125. 13~. 217. 162~. 87. 539. ?2. 4~1.00 ~.~5 2.49 0.87 1.~G 0.080 0.045 0.080 0.000 469.10 1126.50 0.~21525 45. 40. 30. 1 0 0 0.00 180.00 13G0.50 -SsCNO 2S~20.0JU ~3,J1 Hg CHAN3E2 MORE TMAU MVINS 54?0 ENC~DACqMENT STATIONS= 115~.0 157~.~ TYPE= I TARGET= 220.0G~ c~82G.OJ 1~.35 4~.25 O.OO 4~.24 489.45 1.20 U.14 0.1~ 119~0. 170£. 7756. 2~42. 503. 735. 631. 54Z. ?3. 481.00 D.4~ 3.3~ 10.55 5.~? 0.080 0.045 0.080 0.000 468.40 115~.00 b.003192 55. 66. 7~. 2 0 0 O=O0 ~0.00 137~.00 -S~CNO £~IZ0.CJC ~70 E'aCRCACHM~NT STATIONS: 1945.0 1239.1 TYPE: I TARGET: 194.140 ~170.02 1~.22 &~9.~2 0.00 4~8.5~ ~90.o8 1.26 1.22 0.02 ~60.00 1190G. 3. 7503. ~397. O. 693. 1000. 555. 74. ~85.00 b.~9 '].JO 10.82 ~.40 0.0~0 0.045 0.080 0.000 470.20 1095.00 O.GOG535 450. 350. 230. 2 0 0 0.00 194.14 123~.14 *SEL',O 2a550.090 ~?0 k~L~O~CHMENT STATIONS: 10~0.0 1140.g TYPE= I TARGET= 100.000 go55G.O0 19.73 4~0.~$ 0.00 489.99 492.3~ 1.50 1.57 0.07 485.00 11900. O. 1190G. O. O. 1210. O. 567. Z5. 100000.00 6.51 ].JO 9.d3 O.OG 0.050 0.045 0.080 0.000 471.10 1040.00 U.OJ3~G9 580. 3o0. 550. 2 0 0 0.~0 100.00 11~0.00 ~eT0 ENCROACHMENT STATIONS= 173~.0 1543.0 TYPE: 1 TARGET: 110.300 2o550.03 19.01 491.91 C.00 491.10 49~.66 1.75 1.25 0.Or 48e.80 11900. 335. 11326. 239. 96. 104~. 82. 57e. 76. 486.?0 u.51 3.50 10.~6 g.93 0.070 0.O~5 0.075 0.000 472.90 173~.00 0.003686 300. ~0. 300. 2 0 0 0.00 110.00 1843.00 I I i I ! 1 I ~ I ! I 1 I ! I I ! 1 } ld *~0¢ ~7 16:1~:3o P~GE 50 SECNG 3EPTH CwS6L CRIwS wSELK EG HV HL OLOSS ~ANK EL~V Q ~LO~ OCH qRo6 ALOB ACH AROB VOL TWA LEFT/RIGHT TiH6 VLO~ VCH V£OB XNL xNCu XNR wTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITR[AL IOC ICONT CORAR TOPWID ENOST *.S,- C '~0 'E&?O E~aCROACHMENT STATIONS: 1000.0 1125.5 TYPE= 1 TARGET= 125.500 2705~.03 1~.a2 4~2.4~ O.OG 491.?~ 49~. 51 2.09 0.75 0.10 105~C. ld]. 91~6. 1151. 54. 74~. 2~2. 580. ~7. 4~b.90 C.Sg ].&2 12.2~ 4.~7 0.~5 0.0~5 0.~0 O.OuO 4~].00 100~.21 C. O']c2G ] 185. ld5. 110. 2 0 0 0.00 122.29 1125.50 · ,SEC NO 27400.0JO J3Jl ~V Cr~ANGED .MORE THAN HVIN~, 3~?0 EqCRO~C~M6NT STATIONS: 1565.0 2000.0 TYPE= I TARGET= ~15.J03 g?4uu. OJ 21.~0 a~5.20 0.00 494.71 095.93 0.73 1.28 0.14 ~9~.20 lO5Cu. 2099. 7674. 127. 1135. 976. 55. 595. G.54 ~.3~ ?.8~ 2.3~ O.Ob5 0.045 0.070 U.O00 ~75.90 158~.20 0.~01~J 300. 420. ~00. 3 0 0 0.00 415.00 2000.00 CCd¥: O.~0O CkH¥: 0.500 *SECN0 27540.CJ0 33~1 He CHaNGEJ MORE THAN HVINS 5~70 ENCROACqMENT STATIONS= 1960.5 2067.5 TYPE= I TARGET= 107.JG0 $~5 OVERBANK AREA ASSUMEO NON-E~FECTIVE,ELLEA= 495.00 ELREA= 49~.50 zrs40.OO 22.27 4a5.27 0.00 4~4.69 49b.55 1.2? 0.$5 0.2?100000.00 1~500. ~. 10500. O. O. 1160. O. mO0. ~0. 100000.00 0.5+ 0.30 9.05 O.Oe 0.365 0.045 0.070 O.OOO 475.00 1960.50 O.OU3544 143. 140. 140. 2 0 0 0.00 97.05 2056.15 SPeCIaL 5RIDGE I I ! ! i I I ~ I I I I I I -I "! I I I l:.J ,,Ov 37 lo:1's:36 PAGE 51 S:CN0 DEPTH CdS~L CRIwS WSELK EG HV HL OLO$S EANK ~LEV L GLOB QCH Q~O6 AL03 ACH AROB VOL TdA LEFT/~IGHT 1I~_ YLOB VCH VR0e XNL RNCH XNR ~TN ELP[N SSTA SLCPE xL.]EL XLC~ XL0eR ITRIAL :DC ICONT CORAR TOPaIO £NOST ~ xR ~K]R COF~ RCLEN 6wC &WP 8AREA SS ELCHU ELCHO 1.0~ 2.34 2.50 0.00 17.00 4.00 1279.15 3.03 4~G.20 4~0.00 -S~CNO 2~SZO.OOO 3700. BRIDGE STENCL= 1960.50 STENCR: 20~?o50 CLAS3 A LOw FLOW 3420 ~RI3GE ,.S.= ~a&.77 BRIDGE VELOCITY=, 12.55 CALCULATED CHANNEL AREA=, ~2?. cjP~S EGLwC H3 ~.EIR }LOW 8AREA TRAPEZOID ELLC ELTRD AREA O.Oo 4~.Z~ O.~z O. 10500. 1279. 1243. 498.50 4~6.80 J47G ENCROACdM~NT STATIONS: 1960.5 20~?.5 TYPE= I TARGET= 107.J90 ~95 OVER~ANK ~R~A ASSUMED NON-EFFELTIVE,ELLEA= 495.20 ELREA= 49~.?0 275/0.CJ 20.29 ~95.4~ O.OO 494.93 496.76 1.27 0.22 0.00100000.00 1UEUO. O. 10500. O. 0. 1162. O. ~01. ~0. 100000.00 C.5~ 0.90 9.04 0.00 0.005 0.045 0.070 O.OdO &75.20 1960.50 G.003~2~ 3]. 30. 30. O 0 0 0.00 97.6~ 20ES.lB CCHV: 3.100 CE~V: 0.300 -SECNO 27020.G']0 3~?O ENCROACHMENT STATIONS= 15~m.O 1992.0 TYPE= 1 TARGET= 443.~00 27020.00 20.65 ~6.15 0.00 ~95.02 496.95 0.80 0.14 0.05 494.80 1~500. 2~2~. 76~0. O. 1090. 931. O. 60~. hO. 100001.60 0.5~ 2.59 8.25 0.00 0.065 0.0½5 0.070 0.000 475.50 154~.04 0.00251a 50. 50. 50. 3 0 0 0.00 443.96 1992.00 CCH¥: J.lOO CEHV: ].300 *SECNO 30130.000 5470 ENCROACHMENT STATIONSTM 2094.9 2222.0 TYPE= I TARGET= 127.083 30130.00 1J.98 502.60 0.00 502.17 503.86 1.18 6.~0 0.11 492.30 105J0. &~15. ~182. O. 752. 603. O. 080. DZ. 99999.99 b.62 ~.90 10.25 0.00 0.065 0.045 0.065 0.000 ~3.70 2094.~2 0.003~o lo00. ~510. 2000. 2 0 0 0.00 127.0~ 22~2.00 ! I i ! 1 I I ) I I I I 1 I i I I I l 1J NU¢ 57 Io:1~:S6 PAGE 52 SE£~O JEPTH CdS~L CRZWS WSELK ~G H¥ HL OLOSS 8A&K EL~¥ Q ~LOB qCH ~R0b ~LO8 ACH AROB VOL Twa LEFT/RIGHT IIM~ VLOb VCH VROE XNL XNCH X~R ~TN EL~IN $STA SLOPE KLi)EL XLCH XL0~. ITRIAL [DC ICONT CORAR TOPWIO ~NDST ¢L,¥= ~.$b0 CEqV= J.5Ob 3~70 E%CRO~CHHENT STATIONS= 2155.5 2265.5 TYPE= 1 TAqGET= 90.000 5u1~9,0~ 15.Q1 5Jg.71 0.00 50Z.1~ 504.$Z 1.61 0.24 0.21100U0~.00 luSOG. O= 19500. O. O. 1033. O. 682. ~2. 1000~0.00 u.6~ 9.00 10.17 0.00 0.065 0.0~5 0.065 0.000 &66.80 2155.50 u.OG~9~ 59. 59. 59. 2 0 0 0.00 90.00 2245.50 *S:C..'~O 3,J190.000 3?Od. baIDGE ST ENCL: 2155.52 STENCR= 22&5.50 5205 DIVIDED FLO,~ 5370 NORMAL ~aIOGE,NRD= Z MIN ~LT~D= 513.30 ~x ELLC= 510.40 3~7& E~CROAC~M~NT STATIONS= 2155.5 ~245.5 TYPE= 1 TARGET= 90.OOd ~u1~C.03 15.76 532.56 0.00 501.97 504.~8 1.92 0.01 0.15100000.00 105J0. O. 1~500. O. O. 945. O. 68~. ~2. 100000.00 v.6J ).00 11.11 0.00 0.365 0.0~5 0.065 0.000 ~Se.BJ 2155.50 C.01~JeS 1. 1. 1. 6 0 0 0.00 8&.O0 2Z45.50 5255 DIVID£G FLO. $S7G h~RMAL dRIDGE,NRD= 2 M[N ELTRD= 513.30 MAX ELLC= 510.40 5a70 ENCROAChmeNT STATIONS= 2155.5 2245.5 TYPE= I TARGET= 90.000 302J0,03 lo.38 502.88 0.gO 502.39 504.o9 1.81 0.18 0.03100000.00 lO)OD. J. 13500. O. O. 972. O. 69Z. 92. 100000.00 0.6Z 0,~0 10.81 0.00 3.065 O.0~5 0.065 0.000 ~B6,~0 2155.50 G.017~25 10. 10. 10. 2 0 0 0.00 8~.00 2245.50 ,, S £C~C 3J,~01. OOC ! I i I I ! I ! I I ! '1 ! I ! i I 1 1) ~Gv ~7 lo:1~=~6 ~AGE SECNO DEPTH CdSEL CRIWS WSELK £G HV HL OLOSS BANK ELEV ~ ~LOB ~CH QRO§ ALO8 ACH AROB VOL TWA L~FTIRJGHT T[H~ VLOb VCh VROB XNL XNCH XNR wTN ELM[N $STA SLOPE KLdBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPaIO ~NDST ~e?0 ENCROACHMENT STATIONS= ~15S.5 Z245.5 TYPE= 1 TARGET= 90.000 502d1.0J 1~.5~ 503.3d 0.00 502.q~ 504.~1 1.4~ 0.01 0.11100003.00 10530. O. 10500. O. O. 109~. O. 682. ~Z. 100000.00 b.o2 O.O0 9.00 0.00 0.065 0.045 0.065 0.000 486.80 2155.50 0.00301~ 1. 1. 1. Z 0 0 0.00 90.00 2245.50 £CmV: J.100 CEHV: O.tOO *SbCNG )0250.0]0 5301 Hv CH&NGE~ MORE THAN HVINS ~a?O Et~CRO~CdpENT STAT[ONS= 2000.9 2222.0 TYPE= 1 TARGET= 155.050 30250.03 ZO.4~ 504.28 0.00 504.02 505.02 0.74 0.14 0.07 49Z.40 105~0. 4)4~. 5552. O. 1020. 666. O. 684. ~2. 100000.00 0.o2 4.~5 8.33 O.O0 0.365 0.045 0,065 0.000 4~3.~g 20~o.95 G.002~$5 ~9. 49. ~9. 2 0 0 O.O0 155.05 2222.00 -S6£~0 31310.03b 3~70 ENCROACHMENT STATIONS= 173~.4 1920.J TYPE= 1 TARGET= 185.50d ~1310.0J 1~.b6 506.46 0.0G 5J6.15 507.09 0.60 2.05 O.01 490.?0 105JG. 0370. 4424. O. 11~7. 591. O. 719. 75. 999~9.60 0.6D ~.12 7.4~ O.OU 0.065 0.045 0.065 0.000 487.~0 1734.40 0.00Z241 750. 10~0. 500. Z 0 0 0.00 179.99 191~.~9 THIS RUN EXECUTED 10 NOV 87 16:19:05 ~EC2 RELEASE DATED NOV 7o UPOATED MARC 1952 £RRCk CORE - 01,02,03,04,05 MOdifiCATION - 50,51,~2,53-54,$5 ',CTE- ~STE~ISK (*) AT LEFT OF CROSS-SECTION NUM6ER INOICATES MESSAGE IN SUMMARY OF ERRORS LZST $~APEVIN£ CREEK FILE SUMM~R~ PRINTOUT TABLE 150 ~ECNO KLCH ELTRD ELLC ~LMIN 0 CWSEL CRLeS EG IOKwS ¥CH AREA 15300.0g0 2.00 O.OG 0.00 &41.30 11000.00 457.8o 0.00 ~53.56 33.36 8.~5 2389.72 1904.56 15550.G00 3.00 0.00 0.00 ~&1.30 11000.00 &57.69 J.O0 &55.&9 37.62 8.89 2191.63 1793.46 154.0.000 93.00 0.00 0.00 &59.?O 11000.00 455.35 3.00 ~59.90 14.91 5.96 1945.63 28~8.79 15G&G.OJO 9).00 O.OO 0.~0 ~39.70 11000.00 456.~2 O.O0 ~5~.87 15.03 5.95 18&0.90 15470.0g0 3].,30 &6g.50 k59.00 &0q.70 11000.00 &58.~0 O.O0 a56.95 14.72 5.94 185].29 2867.26 15~70.C20 30.30 060.50 459.00 ~39.70 11000.00 456.]7 ~.00 ~56.92 1&.83 5.95 1848.63 Z856.0Z 155z0.0~0 50.00 0.00 0.00 441.]0 11000.20 45~.~0 0.00 459.Z6 ]].58 $.76 2127.Z0 1898.20 155Z0.030 50.20 O.OO 0.00 661.30 11000.00 656.26 0.00 659.Z4 IA.O] ~.60 200?.27 1885.69 l$ou~.gOO 80.00 O.O0 O.O0 ~1.60 11000.00 ~59.78 O.OO 459.5~ 21.78 5.96 1579.&9 2357.10 15000.030 80.30 O.Jb 0.00 ~41.60 11OOO.OO ~59.7e a. O0 ~59.52 21.89 6.98 1576.92 ~351.17 1~o10.003 10.00 ~o1.70 459.a0 4~1.60 11000.00 460.00 ~.00 .o0.62 16.24 6.~3 1716.75 27Z9.57 15o10.060 10.00 abl.?O 459.a0 &Al.60 11000.00 ~59.98 0.00 a60.O0 16.]2 6.]4 ~733.91 Z?Z2.?I 15d50.000 20.00 0.00 0.00 ~1.?0 11000.00 &60.07 ~.00 ~b0.~6 1~.06 6.5] 2018.59 15c&G.OOO 29.00 0.00 0.00 ~41.?0 11000.00 460.0] ~.OO ~60.64 1].44 6.61 1969.06 ]O00.4Z 15~.0.0~0 10.00 0.00 0.00 &&l.?O 11000.00 ~60.12 0.00 ~60.68 12.~0 6.34 2049.28 ~149.19 15o.0.000 10.00 0.00 0.00 a41.?0 11000.00 460.08 0.00 460.65 12.53 6.41 1998.29 5108.10 15~0.0~C 13.00 0.00 0.00 ~1.70 11000.00 460.13 0.00 ~60.69 12.16 6.54 2051.?] 15650.030 10.30 O.dO 0.~0 441.?0 11000.00 463.09 0.00 4~0.57 1Z.~8 6.41 2001.]9 511].57 15600.000 13.00 0.~0 0.~0 ¢41.70 11000.00 ~6U.01 0.30 ~bO.?6 lb.8] 1.4] 1783.77 2651.28 15o~0.000 13.00 O.O0 0.00 ~1.70 11000.00 459.96 0.00 ~o0.74 17.51 ?.5~ 17]?.93 ~64~.7Z 1~bSO.OOG 20.30 O.JO 0.00 ~41.73 11000.00 a60.30 3.00 ~o0.82 18.04 5.79 1901.46 2569.65 15~J0.00~ 23.00 O.OU 0.00 ~1.73 11000.00 463.~8 0.00 ~60.$0 19.20 5.80 1897.50 2578.58 I I ! I 1 I I I I I ! '1 ! 1 '1 I ! '! i 1] ri, mCr 37 It.:1~3:36 P~GE 55 SECNO XLCH ELTRD ELLC ELqIN Q CWSEL CR[WS EG IOKwS VCH ARE& .OlK 1~75G.000 50.00 0.00 0.30 441.75 11000.OG 463.45 0.00 ~60.92 17.08 5.46 2014.73 2662.01 15730.030 50.30 O.OO 0.00 441.75 11000.00 460.45 0.00 400.90 17.24 5.47 2010.13 2649.62 lo4~0.000 750.30 0.00 0.00 442.70 11000.00 461.S5 0.00 4ol.70 6.74 4.~1 4696.55 4235.84 lo4~G.GJO 750.00 0.00 0.30 442.70 11000.00 401.S8 0.00 4o1.77 8.02 4.S9 4158.1S 3884.2S I?oJC.OUO 11~0.00 0.00 O.O0 445.00 11500.00 ~62.S3 0.00 ~65.16 24.97 7.?5 2890.63 2361.25 I?O~G.OJO 112~.00 0.~0 0.00 ~45.00 11~00.00 ~6~.72 O.O0 463.59 2~.$9 ?.~9 2089.52 2341.84 17950.~G $B3.00 0.00 0.00 44~.10 11e00.00 46~.64 3.00 eb5.§4 10.25 4.24 3888.98 ~655.78 17950.C30 353.00 0.00 O.O0 44~.10 11800.00 46~.~4 3.30 464.18 14.26 S.O? 2839.72 3124.59 1~1~0.C00 17].00 O. OC O.OG ~06.60 11500.00 463.7~ 3.30 464.11 17.89 6.40 3244.?0 2769.99 131)0.000 173.30 0.00 O.O0 ;45,00 11800.30 463.90 O.OC ~04.63 29.72 8.32 2197.10 21o4.37 ls210.090 oO.O0 0.00 O.O0 44o.80 11~00.00 ~6~.8o 3.00 46~.23 22.05 6.87 3099.38 2513.17 lo£1C,000 bJ.O0 O.uO 0.00 ~4~.80 11~00.00 464.31 0.00 46~.89 41.12 9.~6 200Z.60 1840.18 13~C.000 50.00 0.00 0.00 4~5.90 11800.G0 46~.05 O.uO 464.~5 4~.]1 9.30 2280.41 1772.65 1=2~G.0~0 30.00 0.00 0.90 ~46.90 11800.00 465.75 0.30 465.22 66.62 11.12 1560.50 1~5.71 135~0.0;U 80.00 0.00 0.00 ;47.10 11500.00 464.20 3.00 ~64.?0 26.98 7.78 2725.42 2192.0~ 153~0.000 50.00 0.00 0.00 447.10 11800.00 404.40 0.00 405.?0 51.27 10.47 1633.17 1647.94 134~C.03~ 130.30 O.Ob 0.00 ~47.50 11800.00 464.54 9.00 465.15 28.~9 8.02 2696.30 2214.58 13450.000 130.00 0.00 0.00 447.50 11~00.00 464.87 J.90 466.48 5~.82 11.24 1419.89 16~8.4~ 1~5~0.C~0 53.30 O.OO 0.30 447.o0 11~09.00 464.~0 0.00 4¢5.~8 60.55 10.34 1744.15 1516.40 1~5J0.0~0 5~.30 O.O0 0.50 ~4?.o0 11500.00 ~65.14 O.O0 46~.76 56.32 10.59 1280.88 1572.41 1~51~.000 1~.30 0.00 O.O0 44~.68 11803.00 464.18 O.JO ~o5.69 21.58 e.83 1202.70 25~4.30 1551w. OOO 14.00 9.00 O.OC 4~5.68 11B00.00 465.1~ 3.30 45~.$2 16.24 10.$4 1140.66 2763.21 13515.030 1.00 479.~0 w69.7~ 44~.08 11~00.36 464.12 0.00 405.75 ~1.~? 10.26 1152.31 2116.78 1~515.030 1.00 470.50 46~.76 44~.5~ 11~60.30 4O~.Od J.O0 4oo.91 29.29 10.86 1086.78 2180.27 15535.G00 50.00 473.50 46~.84 445.49 11800.90 464.4? 3.00 465.~5 26.93 ~.75 1215.75 2273.93 15535.000 50.00 ~70.50 w~9.84 w45.49 11303.00 ~65.40 0.00 4o?.09 26.38 10.45 1129.72 2297.31 1~556.030 1.00 O.UO 0.~0 44~.4~ 11~00.00 464.42 0.00 460.00 17.18 10.16 1249.15 2847.07 135o6.000 1.90 0.00 0.00 .4~.49 11900.00 465.36 ~.30 ~o7.13 1B.21 10.68 1104.95 2765.31 1~600.000 3~.00 0.00 3.00 ~47.40 11500.0~ 466.06 0.00 ~o6.42 17.27 S.So 3003.23 2839.62 1~6~0.000 3~.00 O.O0 0.00 447.40 11500.00 467.35 3.00 ~67.57 18.45 6.13 2250.55 2747.42 lo615.~00 15.00 3.00 0.~0 44?.40 11800.00 466.09 3.00 ~6~.~5 lo.99 5.53 3022.60 286].00 1~o15.030 15.00 O.OO 0.00 447.40 11600.00 467.12 0.00 .o?.~1 17.$4 5.97 2322.92 2853.40 15~50.C00 35.30 0.00 0.00 ~47.50 11800.00 465.82 0.00 ~o6.91 44.69 9.96 2186.20 1765.12 15o50.000 35.00 O.OG 0.30 ,47.50 11800.00 ~66.~2 3.00 4o6.39 42.34 10.19 1723.78 1813.55 I I i I I I I I i I I i I I I ! I 1 ] l'J ',10,+ 57 16:1~:36 PABE 56 SE~N'3 XLC~ 6LTRO ELLC EL~IN ~ CWSEL CRIES EG 10~'5 VCH AREA .OIK C.l~b 513.00 O.O0 0.00 ~&9.00 11503.00 &b?.70 O.O0 so~.Z9 20.7~ 7.12 2963.38 ~591.35 L.1;)G ~10.00 O.GO 0.00 ~a. O0 11800.G0 ~6~.75 ~.30 469.G6 2~.11 7.39 2303.8& g631.&9 0.£3G ~9O.O0 O.O0 '].00 ~50.20 11d00.30 465.J7 3.30 ~o9.50 52.36 9.53 2~9.55 1630.77 G.230 ~g3.O0 O.OO 0.00 L50.20 11BGO.O0 46~.60 .~.~0 470.59 45.45 9.46 2082.61 17)0.27 0.300 ~50.00 O.Ou O.JO ~51.00 11J00.00 ~70.47 ~.OG 4?0.99 27.~1 7.~7 310&.42 225J.67 u.3JG ~5.].00 O.OO 0.00 451.00 11800.34 471.40 ~.00 471.92 23.28 7.59 2872.98 2445.53 2-)5,0.0~0 54~.~0 0.~0 O.dO 452.~0 11~00.00 471.47 ~,24 &71,96 lo.02 6.57 ~032.09 2948,31 Z~5,0.030 540.00 0,00 0.~0 ~52.b0 11~00,~0 472.29 3.00 ~72,73 13.07 §,17 30~6.11 3264.25 0.520 ~35.~0 O.JO 0.00 45&,00 11500.~0 ~72.21 ~.]0 ~72.½9 10.55 5.02 3485,~6 3632.?5 C.550 ,3).JO 0.00 0.00 454.00 11800.00 a72.Y1 2.OU s?~,17 8.79 ~,78 3549.46 3979.51 b.o~O 390.~2 O.Ou 0.00 ~5~,00 11500.00 471,m7 ~69,42 ~73.~? 7~.94 11.85 1410.56 1372.31 ~.oO0 392.00 0.00 O.OG 455.00 11~00,00 472.58 0.~0 474.~& 61,92 11,11 1395.&~ 14~v.52 £1~.0~ 325.30 0.00 0.00 ~55.90 11~00.00 474,13 473.10 ~76.03 63,21 11.96 1562.53 1&~4,15 21bJO.OOu 325.30 0.00 0.00 a55.90 11800.00 474.5~ ).O0 4?m.~b 66.09 12.]6 1288,80 1451,45 1.G00 532.00 0.00 0.00 ~57.30 11~00.00 s77.01 0.~0 47~.09 25.0& 9,25 198~.67 235~,03 1.0~u $30.00 0.00 2.30 s57.30 11~00.00 477.J~ 2,;0 ~7~.~3 26,21 9,62 16&?,09 ~3ds.95 Z26~0.0~G $80.20 O.dO 0.20 ~5~.o0 11~00.00 ~77,97 J.20 4Zg.42 4&.19 11.3~ 1826,71 1775.0~ 22000.000 380.06 O.Q6 0.00 ~55.~0 11840.00 478,$9 0.00 400.00 44.77 11.~ 1565.~ 1763.61 2.002 570.00 0.00 O.O0 ,59.60 11~00,00 480.0~ ~.00 481.~5 30.20 10.27 1653.78 2147.0~ 2.0'2~ 570.00 0.~0 0,00 ~59.60 11300.00 ~80,60 ~.20 ~61.96 2?.40 10,03 1576.84 Z2~.29 23900.020 734.20 0.00 0.00 ~5.00 11~0,).00 482.51 d. O0 ~83.04 15.06 6.05 2376.11 3040.20 239J0.040 ?30.00 O.GO 0,~0 463.00 11800.00 &82,90 g. OO a83.J8 15.10 5,78 2498.04 3259.72 3.000 .05.00 O.OG 0.00 ~b4.30 11~00.00 483.10 3.00 ~83.73 13.99 6.~ 2231.&2 3154.77 3.000 ~65.00 0.00 0.00 ~O&.30 11800.00 483.39 0.30 ~84.03 1~.63 ~.65 2097.15 3196.48 4.OUO 5o}.00 0.00 0.00 165.70 11800.00 ~83.95 0.]0 48~.94 30.81 8.12 1662.89 2125.99 ~.UO0 560.00 0.00 0.00 ~5.70 11800.00 484.23 0.~0 485.22 30.~8 8.04 1561.13 2140.77 5.0~0 14J.00 0.00 0.00 ;65.90 11~00.~0 18~.~3 0.00 455.33 20.65 7.~0 1956.72 ~596.90 5.030 145.00 0=00 O.OO 465.90 11500.00 &84.79 0.00 485.59 19,94 7,~7 1851,$5 26~2.31 249~.GJ0 220.00 0,00 0.30 ~6b.40 11S00.00 ~5.16 ~.20 ~5.73 16,23 7,00 2~89.99 2929,20 2~930.030 220.00 O.OO O.OO ~oo.4b 11800.00 485.43 3.00 485.98 15.23 6.86 2400.36 3023.89 6.000 90.00 0.00 0.00 ~65,~0 11~00.00 484.98 0.00 &~6.05 26,26 8.87 1801.95 2302,85 ~.000 9J.OO O.du 0,00 466.80 11800.00 485,21 0.00 ~.$1 25,96' 8,91 1679,65 2~16.17 250~5.0D0 8g. O0 0.00 O.O0 467.10 11~00.00 ~84,00 48~.00 467.05 117.07 1~.28 963.81 1090.60 250~5.030 8~.00 0.00 O.UO L67.10 11800.00 &8~.9~ 0.~0 ~87.39 134.49 1~.82 796.07 1017.51 I I i i I i ! I I 1 i i I' '1 I I ! I 1 10 ~GV ~? 16:13:$6 PAGE 57 SbCNO XLCH ELTRD ELLC ELMIN ~ CWSEL CRId$ LG IOK*S ¥CH AREA .01K 251~5.030 5U.O0 0.00 0.00 ~7.00 11800.00 &85=91 0.00 ~87.55 49.38 10.72 1393.17 1679.14 2~1~5.090 50.00 O.OO 0.00 ~67.00 11800.00 485.77 0.00 687.9? 66.78 11.~0 991.22 1445.92 2~1~5.006 ~9.00 0.00 O.O0 ~67.o0 11800.00 ~86.55 O.~G ~87.77 25.37 9.56 1780.72 2~2.78 251~5.000 53.00 O.OO O.JO G§?.60 11800.00 486.~4 3.00 4~d.25 32.03 10.85 1Z70.79 2085.04 £SZJ5.0OO 53.30 O.OO 0.00 G$?.90 11800.00 487.03 0.00 48Z.~0 15.07 7.77 1901.04 3040.08 Z)~JS.COO 50.00 O.OO 0.00 ~67.90 11800.00 487.42 O.GO ~8B.~2 15.88 8.10 152~.51 2960.72 252~0.0L0 a~.O0 0.00 0.30 ~67.&0 11BO0.OC 487.55 3.90 487.98 9.81 6.42 20~1.46 5767.89 252~G.C90 45.00 O.OO 0.30 467.40 11800.00 487.88 0.00 ~8.52 9.42 6.42 1855.10 3843.72 £53~5.690 45.90 O.UO O.O0 ;67.30 11800.00 487.57 O.3C 488.33 ~.53 5.47 2203.39 4041.41 ~)325.000 45.d0 O.OG O.OO ~67.30 11800.00 48~.10 ].OD 488.57 9.13 5.5~ 2134.~4 41~?.49 2~375.0JC 59.00 0.00 O.OU ~o7.~0 11~00.00 ~7.~3 3.00 .8§.98 6.6? 5.$4 2210.42 4006.52 233/5.U~0 5~.00 0.00 0.~0 &o?.90 11803.~0 &88.15 3.00 ~8~.61 7.78 5.&6 2161.7& 42~1.79 ~421.C20 45.00 O.oO 0.00 46~.00 11840.00 487.82 3.00 4b~.12 5.80 4.45 2551.74 4900.73 25421.Uuu 4~.3e ~.00 0.0~ G~.O0 11800.00 48~.~2 0.~0 ~g~.~5 5.52 4.66 2534.02 5023.14 2~4z2.0]0 1.30 4gS.dO 491.75 4o~.00 11500.00 487.~0 O.gO 4~8.14 $.~2 4.62 255~.92 6040.66 25422.0J0 1.00 495.00 ~91.?5 ~68.00 11~00.00 488.30 2.00 ~6.~7 ~.92 4.85 2432.71 5957.35 ~55.2.0d0 120.30 ~95.00 491.75 ~68.70 11800.00 487.84 3.00 ½88.19 4.17 &.?? 2475.19 5778.16 ~55~£.0CJ 120.00 ~95.00 491.75 ~6~.?0 11~00.00 48&.34 O.JO ~88.~3 ~.27 5.00 2356.52 5710.30 255.5.000 1.00 0.00 3.00 468.70 11803.00 48?.88 0.30 ~b8.20 2.47 4.58 2576.~5 7514.$9 2)5~3.Uu0 1.00 0.00 O.dO 46~.70 11800.00 488.~8 O.~G .88.74 Z.34 4.79 2461.72 7712.9~ 255b6.000 25.90 0.00 O.O0 ~6~.90 11~00.00 487.75 0.~0 a~.$5 11.07 6.19 1933.55 3547.36 2~5ob.OOG 25.0G ~.uu 0.00 ~68.90 11~00.00 483.30 O.O0 ~08.85 9.73 5.95 2019.13 5?83.04 25o18.000 50.~0 0.00 O.OO ~69.50 11800.00 48?.?6 3.00 48~.43 12.69 6.56 1836.13 5312.24 2~18.0U0 50.00 O.UO 0.00 ~09.50 11800.00 ~88.~0 0.00 ~o~.92 11.14 6.31 191~.90 $5~.98 2~o6.G~0 50.30 0.00 0.00 ~69.10 1180~.00 487.~9 ~.30 ~8o.50 1~.~0 6.~7 1934.51 32J5.56 2~6~o.0~0 50.00 0.~0 ~.00 469.10 1180~.~0 488.~2 3.00 48~.98 11.53 6.01 2018.14 25714.0~0 45.00 O.OO 0.30 ~?0.00 11800.00 487.~9 ~.00 ~88.61 21.67 6.$3 1791.9~ 2535.05 2)714.000 ~5.90 0.00 0.00 ~70.00 119C0.00 48~.42 0.00 ½6~.28 18.~J 6.50 1822.47 ~756.42 2575~.0~U 49.00 0.0~ 0.00 ~69.10 11800.00 488.01 ~.00 G~8.69 16.11 6.89 2079.97 2940.18 ~57>~.0~0 ~3.00 0.00 0.~0 &69.10 11~00.00 488.~0 0.00 ~89.16 15.Z5 6.87 192~.66 ]021.91 25c2b.0~0 Os.00 0.00 O.O0 468.~0 11900.00 ~88.24 ~.00 ~88.81 18.75 8.09 2860.38 25dZG.CO0 65.00 O.OO 0.00 ~68.~0 11900.00 &88.~5 0.~0 48~.45 $1.92 10.55 1868.18 21U6.38 2o170.0~0 ~50.00 0.00 0.00 G?O.20 11~00.00 ~8U.59 ~.00 48~.89 42.72 11.24 1829.81 1820.72 2o17G.090 352.00 O. oC 0.00 ~70.20 11900.00 &89.42 0.00 490.68 45.$5 10.82 1693.3& 1767.15 I I I i I i I ! ! I I i I ! ! I 13 ~OV 57 lo:1~:~6 PAGE SECNO XLCh ELFRD ELLC ELMIN Q CWSEL C£:wS EG IOK*S VCH AREA .01K 23530.000 S~O.O0 O.OO 0.00 471.10 11900.00 489.99 ~.30 491.49 39.55 10.05 1343.69 1892.14 Zo550.000 380.00 0.00 0.00 471.10 11900.00 490.33 0.00 49Z.33 39.09 9.53 1210.36 1903.38 2~8~0.000 333.00 0.00 0.00 472.90 11900.00 491.10 ].30 492.a6 43.57 11.31 1263.17 1806.88 2o~oO.OOO 333.00 0.00 O.OG 472.90 11900.00 491.91 O.OG ~93.~6 3~.86 10.~6 1220.19 1960.05 27650.030 165.00 0.30 0.00 475.00 10500.00 491.78 0.00 495.89 65.98 12.55 1098.98 12o4.25 270~0.000 lo5.00 O.OG 0.00 473.00 10500.00 492.42 O.O0 494.51 oZ.O0 12.29 1041.23 1333.45 27430.C00 ~2O.dO 0.00 0.00 473.90 10500.00 &94.71 O.O0 ~95.28 17.58 7.33 2578.81 2518.86 2/400.000 ~20.00 0.00 O.O0 473.90 10500.00 495.20 0.00 4o5.93 19.20 7.88 2164.32 23a6.37 2~5.0.G00 140.00 0.90 O.OC 4?5.00 10500.00 ~9~.D9 3.00 ~96.90 38.38 9.20 1141.89 1694.82 275.0.030 140.00 O.OO 0.00 475.00 10500.00 49~.Z? 2.9U ~90.55 35.44 9.05 1160.19 1815.87 27570.000 30.00 496.~0 ~98.50 ~75.20 10500.00 494.93 0.00 496.23 37.91 9.16 1140.65 1705.~6 275?0.000 33.00 ~96.~ 49~.50 ~75.20 10560.00 495.~9 0.~0 ~96.76 ~3.29 9.04 1161.93 1819.83 27o~.0~ 5].~0 0.00 0.~0 ~75.50 10500.00 495.62 0.00 ~96.~3 24.33 8.39 2170.69 2128.52 276~0.~00 5~.00 0.~0 0.]0 475.50 10500.00 49~.15 O.OG 490.95 25.1& 8.25 2021.~3 2093.97 3~1}G.00~ 2510.~0 0.00 0.~0 ~5.70 1050~.~0 502.17 ].~0 503.30 ~0.57 10.32 1444.25 1648.40 3,J13~.0~ 2510.00 O.OO 0.00 ~83.70 10500.00 502.08 0.00 503.S~ 3~.86 10.25 1335.~9 168~.41 3~1~9.C30 5v.O0 O.O0 0.00 48~.~0 10500.00 50g.14 O.dO )05.~7 51.50 10.57 993.15 14o3.14 ~]1a9.000 5~.00 O.UU 0.00 48~.80 10500.00 502.71 O.~O 504.$2 42.94 10.17 1032.77 1602.34 3U1~0.000 1.00 $13.$G 510.40 486.80 10500.00 501.97 0.00 504.36 214.06 11.61 904.12 71Z.67 3Ol)O.GUU 1.00 513.30 510.40 ~56.80 10500.00 502.56 O.O0 504.48 185.~3 11.11 945.28 771.09 30200.000 10..30 513.~0 510.40 4~6.80 10500.00 507.$9 ~.00 504.]2 195.41 11.13 943.08 755.01 30£00.000 1~o']0 513.$0 $10.40 496.60 10500.00 502.~8 3.00 50~.69 175.25 10.81 971.68 797.7] 3~£21.0~0 1.00 0.00 0.~0 ~86.80 10500.00 507.~8 2.00 504.46 40.62 9.75 1076.5] 16~7.39 30221.030 1.~0 0.00 0.00 ~86.$0 10500.00 503.$8 0.30 504.81 36.13 9.60 109~.~4 1740.8J 33~0.0U0 49.00 O.OO 0.00 ;83.§0 10500.00 504.0~ ~.~0 ~04.68 21.82 8.20 1951.56 2247.75 33230.000 ~a. O0 O.OG 0.00 485.$0 10500.00 504.26 0.00 505.02 23.35 8.33 1686.28 2173.10 31310.0~0 1063.00 O. UO 0.00 487.80 10500.00 506.15 0.00 506.65 21.98 7.34 2088.62 22~9.59 31310.~00 1069.90 0.00 0.00 487.80 10500.00 506.4~ 0.00 507.39 22.41 7.49 1777.76 2217.83 ! I I } I I ! ! I I I 1' 1 I ! 1 I I 'aO¢ 57 16:15:3O PAGE 59 GRaPeViNE CRSE~ FILE SuMM~RT PRINTOUT T~BLE 150 ~6ChJ Q CwSEL DIFwSP DIF~SX O[FKWS TOPWI3 XLCH 15350.030 11000.00 45/.~6 0.00 0.00 0.00 019.07 J.O0 15350.000 11303.00 457.09 -0.17 0.00 -0.17 505.43 O.JO 15~0.030 11000.00 ~5~.55 0.00 0.49 0.00 147.00 93.00 154~0.~3~ 11309.00 ~5~.32 -0.0~ 0.63 -0.03 147.00 90.00 15,70.000 1100~.00 458.40 0.00 0.05 0.00 147.30 30.~0 154~0.000 11300.00 458.37 -0.0~ 0.05 -0.03 147.00 30.00 15520.G00 11o00.00 ~55.50 0.00 -0.10 0.00 656.51 5~.00 15520.030 11uOO.OO ~53.26 -0.94 -0.10 -0.04 $05.~1 1~00.030 11000.00 ~56.78 0.00 0.48 0.00 lZ9.00 1)cJO.O00 11093.OO 455.76 -0.02 0.50 -0.02 129.00 83.00 l~lO.OOu 11J03.00 ~60. O0 0.00 1.22 0.00 129.00 13.50 15o10.OO0 11.30J.30 ~59.08 -0.02 1.22 -0.02 129.00 10.30 15050.000 11903.00 ~60.07 0.30 3.07 0.00 198.o8 20.00 15O50.~00 11003.90 400.05 -0.64 0.05 -0.04 180.~0 23.~0 15~0.000 11000.OC c00.12 O.~O 0.05 0.00 194.Z8 10.30 15c,0.00G 1100J.90 4c0.08 -0.04 0.05 -0.04 174.60 13.30 ljo~0.030 1130~.00 ~60.15 0.30 0.01 0.00 194.~2 IO.JG 15o50.000 11300.00 460. oq -0.04 0.01 -0.04 174.87 1~.30 156s0.000 11900.30 460.01 0.00 -0.12 0.00 175.11 10.~0 1SooO.O00 1100J.30 459.90 -0.05 -0.1~ -0.05 151.6~ 10.00 15~50.000 11300.00 ~0.30 0.0~ 3.29 0.00 19O.76 20.00 15~0.~0u 11303.00 ~60.28 -0.02 0.32 -0.02 189.61 20.00 13~50.030 11300.00 460.~5 0.00 0.15 0.00 21S.O5 50.3G 15750.000 11000.00 460.~5 -0.02 0.15 -0.02 210.46 13480.00C 11003.00 +61.55 0.00 1.10 0.00 744.56 153.00 lo~30.000 11903.00 461.58 0.03 1.14 0.03 638.00 753.00 17e30.~30 11~00.00 ~o2.53 0.00 3.98 0.00 733.13 1129.30 17c0G.000 11~0~.00 ~o2.72 0.19 1.15 3.19 615.00 1120.30 17~5G.000 11~0~.00 40~.64 O.O0 1.11 0.00 6~].54 ~80.30 17950.060 11~00.00 4o~.5~ 0.20 1.12 0.20 567.00 1~1,0.0G0 11~00.00 ~.75 0.00 0.12 0.00 584.72 170.00 16150.00U 11~03.00 463.VG 0.15 O.Ob 0.15 ]28.00 170.00 i ! I I I i ! I ! I I I ! I i ] I i ~7 16:1'3:36 PAGE 60 S~CtJO ~ £~SFL D~FWSP DZFWSX O~FKWS TOPWIO XLC~ )210.~30 11503.00 ~c5.~ 0.00 d.ll 0.00 5?5,63 6J.O0 1=~10.030 11~00.J0 ~b~.01 0.15 0.11 0.15 510.00 60.00 ~2.0.OOO 11~00.00 ~o3.65 0.30 -9.Z1 0.00 lgE.O.oJO 11gOO.JO 4o5.75 0.10 -0.25 0.10 ~8~.00 33.30 ~}ZO.C30 11309.00 ~o~.20 0.90 0.55 0.00 1~3~C.~90 1159O.0~ ~e~.~O C.ZO 9.64 0.20 ~5~.00 6}.00 1~450.CJG 11~03.00 ~6~.5~ 0.00 9.S~ 0.00 591.ol 130.00 l~4~O.OJO 11~00.00 ~.57 0.~ 0.~8 0.~3 190.30 133.00 l~SOO.OCO 11~03.3C ~b~. ZO 0.00 -3.55 0.00 569.50 53.30 1~5d0.000 11509.0C 4o5.14 3.~4 3.2O 0.94 165.00 50.30 1;51~.000 11~03.00 ~.18 O.dO -0.01 0.00 1~.~ 1;.90 1~514.000 11~9.00 ~o5.1o 0.)8 0.02 0.98 103.00 1~.30 1~515.CJ0 11~03.00 ~c4.12 O.dO -9.06 3.00 145.2~ 1.30 1~515.0~U 11=0~.00 4o5.06 3.~o -0.08 0.96 95.00 1.00 155~5.030 1160u. U3 ~6~.~7 3.00 0.55 0.00 1~.~] 53.00 1~5~5.000 11~03.90 4c5.~u 0.~2 9.32 0.92 95.00 50.00 1~5oo.030 11~0J.30 4o~.~2 0.00 -0.05 0.00 1~9.~Z 1.00 155ob.030 11~00.00 .05.50 O.e~ -0.04 0.94 90.00 1.00 l~bdO.O00 1180'J.00 ~o~.00 3.00 1.6~ 0.00 555.97 1~boO.030 11B03.30 ~07.05 0.99 I.~9 0.99 ZSO.O0 3~.30 1.~o15.000 11.~00.00 4oo.09 0.00 0.03 0.00 S5~.96 15.00 1~b15.0~0 11500.J0 467.12 1.03 0.07 1.03 260.00 15.00 lscJO.030 11303.00 ~b5.62 0.00 -0.28 0.00 531.5~ 3~.~0 l~bSG.OOO 11'~00.00 ~60.82 1.~1 -O.SO 1.01 ZSO.O0 35.00 O.lbO 11~00.00 ~67.?0 0.00 1.89 0.00 589.Z0 513.00 b.l~O 11503.00 ~.75 1.35 1.9~ 1.05 ~90.00 510.~0 O.2~U I1~0~.09 ~b5.57 0.00 0.87 0.00 O.ZO0 11~00.00 ~9.60 1.03 0.85 1.03 ~50.00 ~93.00 0.300 11~00.00 ~70.~7 0.~0 1.~9 0.00 577.5~ ~50.00 U.330 119G0.00 .71.~0 0.94 1.80 0.9~ 235~0.C~0 11~00.00 ~71.~7 0.00 1.00 0.00 ~65.1~ 20).0.00~ 11~03.00 ~?Z.Z9 9.~$ 0.89 0.83 370.00 ~0.00 0.500 11500.00 ~72.21 0.00 0.7~ 0.00 ~57.93 ~35.00 0.500 11509.00 ~?~.V1 0.70 0.61 0.?0 550.00 ~35.00 ! 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Io:1~:~6 PAGE 61 SECNg Q CWSEL DZF4SP DIFwSX DIFKWS TOPWX0 XLCH O.bJ0 liS02.-JO ~71.67 0.00 -3.34 0.00 389.96 590.J0 0.03~ 11803.30 47Z.58 0.71 -0.33 0.71 ZSO.O0 3~0.30 216~0.C00 11390.00 474.13 0.00 Z.Z6 C.O0 393.~ 21o~G,OOO 11~00.00 47~.34 O.Z1 1.76 O.Z1 200.00 325.00 1.000 11~00.)0 ~77.01 O.O0 2.87 0.00 325.03 530.00 1.000 1160J.00 477.3~ 0.37 ~.04 0.37 180.00 533.00 22~u0.C90 11~0C.00 ~77.97 0.00 ~.97 0.00 ]59.$7 383.00 ZZ~JC.CO0 11~0~.30 G78.39 0.~2 1.01 3.~Z ZO0.O0 383.~0 Z.GdO 11~C~.00 ~60.04 0.00 Z.07 O.OG 271.1o Z.OJO 11303.)0 4~0. o0 0.56 Z.Z1 0.56 180.00 57J.20 Z39~O.OOO 1130J.00 ~8Z.51 0.00 ~.~ 0.00 300.30 ?33.00 23~JO.CJO 11~00.00 ~02.90 0.39 ~.30 0.39 34~.s3 ?37.00 3.~90 11803.00 ~3.10 0.00 O.bO 0.00 308.?3 3.COC 11~03.00 ~83.39 O.Z9 0.50 0.~9 Z20.O0 4.0~0 11~00.00 ~83.95 0.00 J.85 0.00 320.?2 563.00 4.000 11~03.30 ~.23 0.Z8 0.84 ~.28 194.79 560.00 5.090 11~00.J0 4~4.5) 0.00 0.58 0.00 Z98.$? 5.000 11~03.00 ~8~.79 O.Z~ 0.56 O.Z6 ZO?.$O 1~5.30 ~9~0,C30 1160~.'~0 ~85.1o 0.00 0.~3 0.30 Z73.Z4 2~50.000 11t00.00 ~85.43 O.Z7 ~.64 O.Z7 Z30.90 ZZO.O0 o. OJO 11300.00 ~84.~8 0.00 -0.18 0.00 ZSo.~Z 90.00 0.030 1150d.00 ~5.21 0.23 -O.Z3 0.23 180.00 93.00 2~0J5.000 11t00.00 GSS.O0 0.00 -3.98 0.00 ~44.17 89.00 250~5.0~0 11&00.00 ~83.98 -O.aZ -1.23 -0.~2 90.00 8J.00 ZS155.0uO 11800.00 ~85.91 O.O0 1.92 0.00 315.72 50.00 25135.b00 lldC).O0 s85.77 -0.14 1.79 -0.1~ 89.90 53.00 251Z5.0~0 11~03.00 48o.05 0.00 0.04 0.00 27?.85 5J.00 251~5.0~0 11303.00 ~80.54 -0.01 3.?7 -0.01 105.00 50.00 25Z35.000 11800.30 ~87.03 0.00 0.~8 0.00 231.83 50.00 ~3~35.000 11~00.00 ~87.42 0.39 0.88 0.39 100.00 53.~0 ~5Z30.~Co 11500.00 ~87.~5 0.00 0.33 0.00 18~.98 4~.00 25Zou.0JO 11~03.00 487.3& 0.52 0.~6 0.52 110.00 45.06 25325.000 11t00.00 ~87.57 O.O0 0.22 0.00 174.41 45.00 25325.000 11800.00 ~.10 0.53 3.Z2 3.53 130.00 I I I I ] I ! I ! ! i I I I ! 1 I I 1 1.) ;,Or -~7 lo:1~:3.S PAGE 62 ~ECh3 q CWSEL OIFwSP DIFWSX DIFKW$ T3PWLD XLCH 2)5~5.0J0 11J03.00 487.55 0.00 0.06 O.OO lb2.24 5J.O0 253Z5.000 11~0J.00 4~8.15 0.52 0.05 0.52 130.00 50. JO 254~1.G00 11520.00 48?.02 0.00 0.18 0.00 192.09 40.00 2,G21.0J0 11~G'J.O0 4i~.3~ ~.50 0.17 0.50 150.00 4~.00 23~Z2.000 11S00.30 4~?.~0 0.30 -0.01 0.00 187.07 1.~0 ZC~22.000 11500.00 4~8.3G ].50 -0.01 0.50 145.00 1.00 2~5,2.0bU 11~00.30 ~b?.64 0.00 0.04 0.00 187.15 120.00 2J5~.C~0 I1~00.~0 ~88.J4 0.50 0.04 0.50 145.00 120.00 ZSSq$.000 11503.00 487.~6 0.00 0.04 0.00 192.32 1.00 255.3.000 1150.J.00 ~8.3~ 0.51 0.04 0.51 150.00 1.00 Z>;o~.00D 1180~.~0 ~87.75 0.00 -0.12 0.30 161.92 25.00 2:3~.000 llSOO.OO 4~.$0 3.54 -0.09 0.54 15~.10 25.30 2~olU.COG 11tUJ.~O 487.?6 O.OG 0.01 0.00 16~.99 53.00 2501b. C0c 11~00.,J0 468.~0 0.54 3.01 0.54 156.13 52.00 25oob.bJU 1150J.00 ~e?.SQ 0.00 0.13 0.00 201.~9 Z50o8.000 11~00.00 GSd.~2 0.53 0.12 0.53 17~.98 53.00 2D?I~.GOC 11~00.00 ~7.~9 O.OG 0.00 0.00 25Z.54 46.00 25714.000 11500.30 4~d.42 3.~3 0.00 3.55 180.00 4~.00 25754.C~0 11~02.00 465.01 O.O0 0.12 0.~0 ~24.~ 40.JO £575~.COC 11~03.00 ~65..b 3.45 0.04 0.45 180.00 43.00 25~2G.OOU 11903.00 48~.2W 0.00 0.23 0.00 4~4.41 2,&£G.O~C 11700.30 4~.25 0.00 -0.21 0.00 220.00 ~5.00 2~170.0C0 1190~.30 4~.59 O.]O 0.54 0.00 26Z.75 35J.OG ~o17~.030 11900.~3 4~9.~2 0.~4 1.16 0.84 194.14 26550.000 11900.00 459.~9 O.JO 1.40 0.00 106.27 380.00 2o5~0.C30 11~00.00 490.~3 0.64 1.40 0.~4 100.00 2oEJO.00C 11903.30 491.10 9.00 1.11 0.00 lo6.21 330.00 2o&JO.0D0 11~03.00 ~91.~1 0.51 1.08 0.81 110.00 )33.0G 2?0SG.0JO 10500.00 ~91.78 O.O0 0.~8 0.00 174.4& 165.00 27~)O.OOO 10500.00 492..2 O.o~ 0.51 0.64 12~.29 165.00 2z4~0.000 10503.00 ~94.71 O.JO 2.93 O.O0 59~.91 420.00 274JG.G30 10500.00 ~G5.20 0.49 2.78 0.49 &15.00 420.30 275.U.OOG 10500.00 494.09 0.00 -0.02 0.00 107.18 140.30 275.0.000 105C9.00 ~95.27 0.39 0.08 0.59 97.~5 140.00 I ! ! ! ! ] I I i ! ! 1 I ] ! 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OOO 10500.00 50~.02 O.O0 1.04 0.00 337.Z9 49.00 30250.009 1050J.30 5C~.Z8 0.~6 9.90 3.26 155.95 4~.00 31~1C.000 10500.00 50~.15 0.00 2.13 0.00 ~18.98 1060.00 31510.000 10500.00 5Go.a8 0.53 2.21 0.$~ 179.99 lObO.O0 i ! I i I i ! I I i I I I ! ! I 1 J r~OV 37 lo:1~:3o PAGE SJMMA~Y OF ERRORS AND SPEC[AL NOTES CA~IICm SECNO:2~OS5.O00 PROFILE= 1 CRITIC&L DEPTH ASSUMED CAJTION SECNO:ZSO~5,O00 PROFILE= I MINIMUM SPECIFIC ENERGY I I ! I I ! ! I ! ! ! ! I I ! I 1 1 I 1,J ~OV 57 1b:19:11 PAGE I THIS RUN EXECUTED 10 NOV 87 16:19:11 RELEASE D=TEO NOV 76 UPDATED MARC 198Z CORR - )1,02,03,0~,05 ~ODI~ICITION - 50,51,52,5~.54,55 APPENDIX D PROPOSED MODEL WITHOUT ENCROACHMENTS ! i i I I I i I I-' i I I I ! ! I i ! I' * wATER SU~F4CE PROFILES - * b.So AR~¥ CORPS CF ENGZNEERS * ¥£RSLC,~ OF NOVEHgER lq7~ * * THE HYDROLOGIC ~NGINEER[NG CENTER * UPUAT£~ MARCH lg~ PLOTFZLL V'_P~[~H * ~ ¢u9 SECOND STRE~T~ SL[T~ e · · CAVIS~ CALIFCRNZA 9~t1~ * Rb~ dA[E 16 JAN ~$ TIMe 12:Z7:45 * * (~1~) 440-2105 (FTS) x x xxxxxxx XXXXX XXXXX x x x X X X x ~ x x X x xKxxxxx xxxx X XXXXX XXXxX x x x x x x x x x x x x x xxxxxxx XXXXX xxxxxxx 1 16 J~k 8~ 1~:~7:~ P3BE I T~[S ~UN EXECUTED lo JAN 8:1 12:27:/,6 HF.C-' ~EL~ASE 3ATEO NOV 7b LPOAI~L ~RC 19~z ERROR C~R - C T1 Gq~PEVINE CQEEK, CUPPELL~ ~ALLAS CO~.TY,~ TEXAS FZS lO-YEAR DZSCHARG~ T2 FxTEhOED FLO00 INSURANCE STUDY NO E'~CRO~C~NEkTS--PROP. 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PROJECTS AND THE PROp. 0=nrC~ rap q~. ~RZDGE ~NCLUDE3 aS k~LL ~S SbPPLEPENTAL CROSS SECTIONS AODL~ P~0~ TCPO PAPS. THE P~:L ~iLL ~ U~Ed AS THE 6AS~ NODAL TO STU0¥ PROP. C~EEKVIc~ ~DIT[0N d D~NTO~ TAP ~D. AND THE ST.L&S~ R~. ON THE NJ£TH~AST CORNER. hAT,AN D. PAI~R ENC~S ~URNZSH~O CROSS SECTIONS C.1~C.~,0.~£.5~1.G~2.0~3.~4.C~5.0,~q0 6.0 TAK~ FR0~ CZT~ OF COPPELL H~P$ TO ~NO~RSON ~NG[NEERS TC POD~L EXISTING CONDITIONS &T THE CaL~K VIEH SITE. 0LJ ~ ~DH 1/151~8 PROPOSED F~LL dZTHOuT ~NCRO~CHMENTS PObLFICATION ON THE ~[G~T ~ANK FROP SEC. £50~5 TO SEC. ~52~5 1 I~ JAN ~ 1Z:~7:4~ PAC~ 2 P~OFIL~ SECTICN G - SURVEY S~CTTsN 7 xl 153)C.U0£ 35.000 1527.C~ 15~.C0~ 12OO.C00 1300.000 1160.CU0 0.00O 0.000 O.COG GR ~d~.~D£ ld00.309 475.03~ 11JO.C3') ~70.500 1200.000 453.~0 1249.000 459.100 1258.C00 GR 45t.~C 1~71.g00 452.70b 1295.C3C: e~2.700 1300.000 &~O.CuO 1326.0u0 459.700 134~.C00 GR 459.6~C 135Z.OOC 4S9.euC 15~O.CO,J 459.500 1420o000 459.8J0 1437.GOC ~59.500 1&50.CO0 GK 454.70C 14eg. 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CO0 hG C.OZC 0.970 G.050 C.1}6 0.~00 O.OOO O.CO0 0.000 O.OdO O.CO0 G! 6.OOC 0900,000 970C,000 llClO.C)O l~OU.OO0 16)00,000 52~0,000 0,000 0,000 O,CO0 PROFILE SEC?ION J - SURVEY SECT~)N l'J LaND G~¥ELOPEREN? F~LL ON LEFT OV£~aNK UPSTe~AM 10 MOORE ROAO, xl lO~C.O~C ~G,OOO 16)a,030 17/2.~0~ 8)0.0~0 650,000 750,G00 O.GO0 0,000 O.CO0 XJ C,OdC O, O00 O,G 0 1~)0.0'~ ~?0.000 21~6,000 ~rO,CO0 O,CO0 0,000 O,CO0 6R 4~5.50C 1000,000 &~O,~OO 1lOC.GOO ~73,900 1ZO0,O00 466,500 1300,C00 458,700 1GOO,CO0 G~ 456,50C 1500,900 ~5~,90b 16J0.0)0 457,100 163~,000 445,000 10~5,000 4~2,700 1653,C00 GR ~3,80C 1700,~00 a57.2uO 17ZZ.OJ? ~55.g00 1800,000 &55,600 1900,000 &55,cO0 2C00,C00 GE q56,10C 2100,000 a55,30G ~116,CJ0 &o5,~30 Zl&6.000 405,430 Z151,COC a64,000 2170,C00 GR ~o3.5JC ZZO0,O00 ~o5.GO0 ZZol.CUO 468,e00 Z]O0,O00 &o9,g30 Z32Z,OOO O,O00 O,CO0 qT o,OUC 7503,0U0 10500,G00 115'30,C~d 15100,000 16000,000 SZZO,OOO O,OOO 0.000 O,COO I I I ! ! I I I I .I i i I I I i ! 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GO0 0.000 O.COO G.CO0 0.000 O.CO0 GR 4~? o~OC, 4053.000 4"{4.500 ~,lJO.OU~: '-92.300 4150.000 4?9.300 ~,200.GOG 476.700 4Z50.C30 fa{{ 4/4..xuC 4~00.000 47.~.420 .,,35G. 000 &?O.{~O0 &400oO00 &59. ~..~0 ~450.G00 407.900 q. SO0. COC} GR 4o0.1J£ 4553.000 404.550 ,,400.03C 403.700 4650.000 4'~S.2 JO q?O0. [,00 462.200 4750.COC 6K 404..)0< 480').:]0u 4O~.3L~0 4.~ 50.03<' 401.e00 4900.000 451.b30 4910.C00 461.800 (,K 4:,2.U0£ 4,;3.).900 45~.500 z~9 ;.d.. 0 )'.~ 454.500 4960.000 450.C:)0 ~.91C,. CO0 447.0'30 49~3.C00 GR 4-~ .) JC 4999.202 451.500 5C3O.C'J''~ 459.500 50,)0.000 461.C30 5025.~00 401.5U0 bR 47~.90C 5~90.JCJ 47C.ogO 3,~5.C33 475.1~0 5350.000 415.900 55~0.000 479.)00 5440.C00 kC C.O JC O. 000 O.O2~ C. ~dO O. 500 0.000 O.~GO O.OO0 0.000 O.COO Xl 1~514.0.J< J,.O00 1513.00C 15~0.73C 14.000 14.G00 14.C00 O.GO0 O.OJO X5 C.OJC O. OO-J O.CO0 11~5.0.J0 4?0.000 0.000 O.GOO O.CO0 0.000 O.CO0 GR 410.~3C ldO0. O0.J ~72.900 10'}7.03u 47Z.500 1057.000 4~1.100 1107.C00 470.900 1157.C00 GR 47~.30L 1407. }OO 472.Zd0 1457.C93 ~72. 530 1501.000 472.340 1513.000 457.090 1513.C00 GR 4~9.1~C 1596.~5J 4~9.C~C: 1~10.~00 &55.9-90 1625.550 4~?.150 16~8.C50 4J6.150 1630.150 GR 45c.5.3C 155Z.JO0 458.4~0 lo3C.720 4/3.650 1680.700 4~3.~00 lo98.G00 ~73.~30 1757.C00 G~ a/:.50C 1807.900 473.eUO l~5?.OJG a?S.~O 1898.000 ~.3 }0 1997.COG O.b3u 0.C00 P~OFIL[ S~CT]ON L- 5UR~EY 55CT~')fl 12 ~PRCVEO 6~[EGE-- DaTA UPOaTE JaE. 19~7 A~OERSON ENGINEERS E.5..~O0~E RCAD ANEER50:~ ~NGIqEERS xl ld515.03C 5~.000 1513.0UG It ~0.7~.3 1.000 1.000 1.GJO 0.000 O.OuO O.CO0 ~i -ZI.uJC 1003.000 47o.90U 0.000 100~.000 4r2.900 O.ODU 1G57.GOO 4?2.500 O.COC Bt C.OOC 1107.OOu 471.100 O.COg 1157.C00 4?0.900 O.CO0 1185.~00 410.600 O.COO er C.OOC lZ55.-')0~ 47<.50G 457.z 3C. lZ58.600 470.600 46Z.~30 1407.000 470.800 O.CO0 8T C.COC 1~57.00} 472.2G0 O.C~L' 1501.000 ~72.500 O.OOO 1513.000 47Z.340 i 1~ dAN ~ 1~:Z7:~5 PAGE ET C.OOC 13o5.650 473.)ZC 4 _.:, ,~..< ? 0 lo75.550 47~.760 4~9.76G lodO.?O0 473.6~0 469.~50 BT C.UUC lo9~.300 473.~00 O.COL 1757.00G 473.800 O.GO0 1807.GOG 473.500 O.CO0 8T ~.UOC 1~57.00'3 4/3.G00 G.GO0 1898.G00 ~ZS.600 O.OOC 1907.~00 473.300 O.CO0 Gg 476.73C 1300.000 ~72.99C 10'.)7. Gdc e?2.SO0 1057.000 471.100 1107.~00 410.900 1157.C0u GR 4?L.ddC 1407. 000 47Z.200 14~7.03~ ~7~.500 1501.000 472.340 1513.G00 461.0v0 1513.C0C bR w5~.91C 154U.700 45b.56b 155~.~3'3 455.~1G 1565.650 459.5~ 1555.650 469.5Z0 1568.15C GR 454.55C 1565.150 4~&.6~C 15Se.459 44~.100 1596.950 449.G4G 1610.80G 455.98G 16~5.55C. 6R 4o9.7oC 1525.550 469.760 162~.C5b ~57.160 1628.050 456.150 1650.150 456.500 1652.300 GR 46~.48C lb80.700 475.65C 16~0.7:13 473.800 1698.000 4Z].800 1757.C00 4ZS.S.3u 19~7.C00 6R 4~3.{0C 1~57.0~0 473.6U< l~qe.COo 413.500 1907.000 O.OOC O.CO0 O.OO0 O.S. HOORR RCAD Aq~RSCq ~NGINE[RS xl 18505.00C ~8.000 1513.00C- 16?9.65q 50.000 50.000 SO.GOO O.CO0 O.OOO O.CO0 ~[ -21.00C 1003.000 470.900 O.OOC 1007.C00 %7~.900 O.CO0 1057.000 47Z.500 O.CO0 ~1 C.OOC 1107.000 4?1.10G G. O'OO 1157.C00 470.900 0.~00 118~.00C 470.O00 0.C06 ~T C.GOC lZ55.300 47G.500 437.~30 lZ58.C90 4Z0.600 45Z.300 1407.C0G ~70.~30 O.CO~ bi C.OOC 1457.900 472.200 O. O')C 1501 .CO0 472.500 0.000 1513.000 I I I I I I I ! ! I I ! I 1 I I I I I eT C.O~JC 15o ~.. 2C~d 473.3,.)(d 4;'~. 3.)0 lb24.920 &73.8~0 4~9.~40 1679.650 UT C.O~C 1~.903 47~.~30 O.OOn 17~7.C00 ~r3.8~0 O.O00 1807.00G 4?3.500 O.CO~ Ge 47b.90~ ld~. 3u,J 472.90U 1C~7.030 472.50G 1057.000 471.10G 1107.C00 ~70.900 1157.500 GR ~?C.~06 11~3..330 ~?C.SJ~ 1255.C00 a53.300 1255.000 4~3.~30 1258.000 470.c00 1258.C00 G~ ~7~.~0C 1~07.3C0 47~.Z00 1~7.C3E 472.500 1501.000 4~2.5~0 1513.000 4~7.~5 151~.C00 GR 45~.73C 15A9.15,J ~>e.470 1557.a50 ~55.~00 1565.20U &59.53~ 1555.20G 4~9.~00 1537.700 GK 454.olc 1beT.ZOO ~4~.~0 1533.150 4~9.100 1595.650 448.~90 1610.40C 455.940 15Z4.gZC GR aog.~aG lo2a. v2'~ aoy.~ 16/7.470 a57.190 1627.420 458.2~0 lb29.500 G58.S7u 1651.300 GR 4oe.15~ lo7~.053 ~73.~2~ le?O.~5C 47~.800 1608.000 4~3.800 1757.G00 473.5U0 1807.C00 GR ~3.5~C 1557.00~ 4?~.o6G 1~.000 47~.300 1907.000 O.G.]O O.GOO O.OOb C.COO xl 18560.00C 3~.~orj 15a~;.15C 1.>1.7-]~) 1.~00 1.000 1.~30 O.COC O.OOG O.CO0 G~ ~/e.90C IOC. u. gO0 ~ 7g.~,JO lC 37.C.JO 4?2.500 1057.000 471.100 1107.COG ~rO.9.JO 1157.C0U G~ 4~C.bJC 11~.300 4zC.SOb 1~55.C)0 4~3.300 1255.000 ~53.300 lZ58.C00 4rO.O~O 1258.C00 G~ ~7C.~0C 1407.JOu 47~.20U 1~7.030 472.500 1501.000 4/~.~60 1513.C00 467.39G 1513.C00 G~ ~58.7~ 154d.153 45~.~70 1557.950 455.000 15~5.2d0 ~5~.010 1557.?00 ~8.~9~ 15~.150 G~ 4.9.1'~C 159~.650 4~o.o~ 1~10.4~ 4~5.9~0 1624.920 457.190 lc27.420 458.~0 lc29.500 GR 458.57C 1,51 .~00 458.15C 1679.~5~ ~Z~.320 16r9.650 4Z3.600 1698.000 473.&OG 1757.C00 G~ ~/3.5')C 1~07.03U 47~.600 1s57.G]C' ~76.:00 1898.000 O.GO0 O.G~O 0.050 O.C,]O ~C C.OuC 0.000 C.GS~ ~. 0 JC. O.C 30 0.000 O.GO0 O.gO0 G.O00 O.CO0 aKgE~SQN E'IGXN~ERS SECTXuk xl 18o~C.03~ I ?.000 135C.G~() 15 dO.~'Jd 5~.000 ~4.000 54.03G O.GOG 0.000 G~ ~o.~OC 1.JO'). O0.J 470.500 I~G.COO 4~4.500 1100.000 . 4 b2.C'30 1150.000 ~62.000 1200.C00 G~ ~al .4JC 125 3.,)0,3 4oG. 5;C I 5-JO. 00~ a)9.70b 1350.000 4)8.330 1~90.GOO 447.700 140~.C00 b~ ~?.4bC 14:~.JC'.J 45?.eOb 14.4.GJ~ 4ol.G~0 1500.000 462.700 1550.C0~ 454.G00 160G.C00 GR 4oe.>JC 1~5D.30~ 4o~.3~ leg5.C3:~ ~75.400 1741.000 4r3.5~0 1750.COG 0.0~0 0.C30 AkCERSON ENGINEEKS S~CTION xl I~ol).uOC 19.:9~ ) 135U.G~u 15~.L ~.- 15.G30 15.000 15.0~0 O.COb O.OOC 0.C35 Ge 4/c.~dC 1069. 30~ 4~e.50~ 1C~C'.03.: ~4.590 1100.000 402.G00 1150.GJ9 462.U0C 123G.C00 G~ ~7.4 JC l~Z~.OdJ ~57.~'~u l~'.&.~ JL ~el.QOO 1500.G00 4~2.7 30 1550.LJ0 ~&a.U3b loCG.COC GR ~oo.3)C 1550.JJO 4~.~: le ~J.;3'L. ~/~.~O0 1741.000 &~3.5~0 1750.000 O.UO0 1 FIS SECT I{3N xl 186~C.U J~ '{ .'. 003 1~05.CJ~ 18<,~.000 55.0~0 35.000 35.C00 O.GOO 0.700 O.CO0 GE 4O2.bJC 11UJ. 300 47b.500 lgJ~.COC' 4o9.L00 1300.000 465.g00 137Z.000 453.300 137e.C00 G~ ~07.53C 1364.000 4~o.~)0 1400.G-dO 466.500 1416.000 453.400 1434.C00 4~3.600 1500.C00 GR 43Z.~0C 1609. ]00 4~1.6uu 17JG.G30 462.adO 1805.000 447.5'~0 1~0.C00 446.800 1841.C00 GR a~.l~C 1~5 5.'JO0 *c.Z.C:J~ lt~.C~ 4~Z.~O0 1900.000 &63.1'~0 2gOO.CO0 &~7.~O0 2100.C00 GR 4r2.53C 2135.003 475.200 :15e.O3U 47~.?00 2140.000 A?O.7~O 2157.000 &rS.6OO 2135.C00 GR ~/e.40C ~goO.,30 ] &ZZ.~OU 2~ 5C. O.J~ a78.200 2263.000 4 ~8.e,~O 2284.C00 4/7.700 230G.C00 6~ are.zaC 2521 .'}0~ 478.~30 2 ~9.0~'~ 0.000 0.000 O.OO0 O.CO0 0.000 O.CO0 ~ 6.0)C 7500.00~ lOSOC,OuO 11e]O.OOC 15100.C00 16500.000 5210.G00 O.GO0 0.0~0 O.COO NC C .09C O..)9O G. C;5 ~ 0.1 )0 0.300 0.000 O.GO0 O.GO0 0.000 O.COG SECTION AOOEC ~Y tabM ENGiNEEr; FROM COPPELL TOPO lO~Z3~Sr I I i I ! i I I I I i I I I ! i I I 1 16 JAN I~ 12:2a:.~? ,57.j.,bJC}~2-'~l 54 PAGE xl C.I~C ~,.). 000 4oS.CCC ~'~0. OOC ~SO.GO0 2ZS.O00 SlO.O00 0.000 0.000 O.CO0 GR ~?~.OJC O.OOO ~?6.COG lO.G JO 47~.C00 25.000 ~/2.GO0 ~5.GO0 470.000 65.C00 GR 4~.OOC a~.300 ~b6.COb I~C.G~ ~o&.CO0 120.000 &54.000 4bS.GO0 4~0.000 4~G.COO G~ ~SC.03C 50J.003 ~49.COC: ~1C.0]0 ~9.C00 5ZO.O00 ~50.G~G 530.000 460.G00 550.C00 GR &oZ.00C ~60.,JOu ~.CrJO 625.0,30 ~o6.coo 6~s.ooo &zo. Goe ~os.ooo ~Zl.OOO 715.coo SECTION a~OEC BY ~O~ ~NGI~E~RS ~0~ COPPELL IOPO 6/2?/8? xl O.ZOL ~O.30u SlO.OGG ~5.~]C ?'~O.OdO 205.000 390.G00 O.OOO 0.000 O.COC GR ~ 7~. L'.JC O. O0:] 4/o.OOu SS.C]O 474.000 50.000 ~?2.COO BO.C00 &?O.O00 105.C00 gg qbS.0'2L 14~.00'] 4~o. CO0 240.0.3q 454.C00 ]10.000 450.00G 320.C00 450.200 330.C30 GR 4)C.20C 54 ).O0.J 4o<.COC J~5.OJO 4o?.COO 365.000 4~4.0J0 3~5.000 466. OOu 725.C00 GR 4)8.0,JC 160.900 4?O.COC 7~0.0 Jc' aTz.~O0 785.000 414.0-30 B02.0OO 475.060 810.C0e xl L.OJC 10.00~ IlS.COL ~?2.C'J~ 410.C~0 230.000 4 ~O.GJC O.C~ 0.000 O.CO0 GR 47c.~3C O.OoO aTa.bOC lO.G J3 4rg.~O0 ]5.000 470.GCC 50.C00 ~68.G30 IO0.CUO GK 4bO.UOC 1~).000 4oA.OJ(~ 315.00'2 460.G00 330.000 451.000 )40.COG 451.000 350.C00 GR 4oC.UUC ~2.000 4~4.COC jr2.LJt. 464.<J0 4?5.000 468.000 olO.GO0 470.030 e~2.CO0 6R 4~6.03C 645.00') O.COt G.G)O O.COO 0.000 O.CuO O.COG 0.000 O.CO0 PROF[L~ S~CIION q - 5UkV~Y 5[CTIoN 13. S6CTIOh MODIFIEO 8Y NOM ~AINc6RS ~SEO O~ C[1Y OF COFPELL TOPO Xl Zd)AC.UJC 1~.003 1497.~0u 15~0.0)0 )?O.LOu )50.000 540.~30 O.GOC O.OdO O.CO0 GR 4sd.dOC 1020.005 47~.~30 1CSg.CDG 4?6.000 10Z4.000 474.000 1100.000 4?2.000 1134.(00 GR 4ZC.OuC 1160.00'J 4o~.COL 11~2.03q 4ob. CO0 1230.000 &66.030 13~5.C00 456.000 1497.C00 bR 4o~.uOC 1515.'300 452.80G 1)2<9.OOG 452.600 15~2.000 460.000 1575.000 4ob. GO0 1590.C00 GE 4?C.OJL 1600.0Cu 4 ?~.C.30 16g~ .G.~o ~0.000 16Z8.000 480.50~ 165~.G00 0.000 O.CO0 &t c.CuC 750-J.000 10500.C'J0 11~0G.C30 151J0.C00 16100.000 5150.CD0 O.OO0 O.OuO O.CO0 S~CTION aOb~E bY NOq ~NGI~/?R% =ROM COPP~LL ]OPO 61~7187 Xl C.5.3C 1~. )<'3 45G.OuO ~2.C0} 315.C00 415.000 455.CJ0 O.O00 0.000 O.G00 6R 4~4.~uC O.JO.) 4:i.<O0 CS.GOC, 4~O.CdO 55.000 4rS.CO0 ~O.CdO 470.000 lO~.COO GR 4?4.oOC lg~.OGJ 4?4.COC 1~6. O.JO ~ZO.O00 196.000 4~3.G00 250.~-30 460.000 450.C00 G~ 454.0.)L a75.30~ 4~.COO 4~b.03~ ~60.C00 SZA.000 4ZO.CO0 ~ SZ.GO0 4rZ.O00 ~a6.CO0 ~R 474.dOG *ZO.OOu 4 ~l'.L'3~ o)G.~].l 482.000 655.000 434.~00 650.~0~ O.O00 O.COC 1 16 JAN ed 12:27:~S PAGE 8 Xl G.60C l~.OOO 37b. CO0 4)5.0~C 3~O.OOG 360.G00 3~0.C30 0.O00 0.0~0 O.CO0 6R 4oC.UJC 3.000 4?4.GOO oC.OOn ~IZ.CO0 105.000 470.030 140.0U0 4?O.§dO 370.C00 GR 4oC.GuC S9~.OO.J 455.GOC 4dS.COq 455.~00 415.000 4,0.O00 435.000 470.000 455.C00 GK 474.<0C 545.uGO 4~O.GuO 555.C3~ 0.000 0.000 0.0~0 O.OOG 0.000 O.COC aC C.OaC 3.J90 O.C~C. O.GJu O.gO0 0.000 O.O)O O. 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GOO O.GO0 0.000 O.OOC 1245.000 137~.C00 0.600 0.000 4~1.000 4?'7.000 4~O.bO0 ~,77.006 482.000 0.000 0.000 0.000 0.000 O.O00 470,000 480.000 469.000 O.OOO 0.C00 1141 .CO0 1173.C00 1268.C00 1251 .COO O.COC' 0 .COO O.COC 0 .COO O.CO0 1255.C00 1&19.C00 1555.C00 O.CO0 Xl ,~o170,000 17.000 1045.C0b 1CaO.000 450,600 Z30.000 3~0.C00 0.C00 O.(J00 O.CO0 X3 C.OOC 0.000 ~.~OC 0.000 .O.GO0 1275.000 4~S.OOO O.O00 0.000 0.~00 GR ~91 .GOC 1000. 000 45O.UO0 10~5.0JO 470. ~00 1065.000 ~70.200 1030. 000 ~ 85.000 1090.[00 GE 464.00G 1120.309' 4,~5.0d0 11uO.OJ,J 482.000 11~5.000 481.G00 1~0.000 ~1.000 1Z~5.C00 GR 4~2.00C 1~40.000 ~3.600 1~55.030 ~.GO0 1275.000 ~89.000 1395.C00 490.&00 1405.C00 GR ~1.000 1430.000 492.COU 1450.000 0.~00 0.000 O.GOO O.O00 O.GO0 O.CO0 380.000 4~5.GU0 4'~5.~0 480.000 &a9.CuO O.ODO xi 2o5.>C.uOC 15.003 10,~0.000 11,~O.OJS 380.C00 X.~ ~; .,3 ;JC O. 00:.~ O.CO0 0.000 0.000 GR 4y3.500 luO0.O00 49Z.oOu 1CIO.C.JO 485.6U0 GR 411.10C 1080.300 471.100 lC95.0')0 415~00 GR 4~6.000 1140.000 ~,ST.OO0 1150.0:30 4~8.C00 1 16 JAN O.GO0 0.000 ~,80.000 483.000 490.000 0.000 350.000 1180.000 IOZO.O00 1100.000 1180.000 1 390. 000 0.000 0.000 1G40.000 1115.C00 1215.C00 O.000 O.CO0 O.CO0 1055.£00 1125.C00 1255.£00 0.C0¢ PAGE 13 NC C,07C 3.075 0.045 0.C30 0.000 PEOFILE SECT[ON Q - SURVEY SECTION 17 Xl 2685C.0UC Z3.00O l?50.GUO 1826.030 360.000 X~ C.OOG 0.000 O.O00 O.O00 0.000 O. 0 O0 300.000 1880.000 0.000 350.C00 495.000 0.000 O.O00 O.0OO 0.000 0.000 O.GO0 O.CO0 O.CO0 O.CO0 ld JAI~ 8~ ld:2.5:~,7 473~JCa?',~l .5~* PAGE 1,~ GR 508.10C 1000.000 GR 5Od.GOO 1500.000 GR 493.50C 1100.000 GR 436.730 1826.000 GR 497.Z00 2300.000 50~.~00 1130.0'30 508.100 1200.000 508.500 1300.600 508.60§ 140C.C00 507.400 1525.C']0 507.200 15Z8.000 504.100 1600.000 501.800 1628.C00 4~4.E00 1750.0~U 47~.£00 1762.000 412.900 1777.600 479.030 1800.C00 &YO.300 l~OO.CgO 4~1.600 2000.000 47~.600 2100.000 494.700 2200.C00 50G.200 Z~gO.GO0 504.100 2500.000 0.000 O.O00 0.000 0.600 hC L.O05 ,).O?O 0.045 G.OOO O.O00 0.000 0.000 O.GO0 0.000 O.O(JO ~T ~. OOf, ~70U. OOO ~40G.GO0 10500.090 13400.000 11300.000 3730.000 0.000 O.OOO O.CO0 Xl Z?05C.OOC 12.000 lC23.C00 1078.000 185.G00 110.000 155.000 O.CO0 0.000 O.CO0 x~ C.O0~ 0.300 O.CO0 0.000 O.O00 1180.000 &~5.GO0 O.CO0 0.090 O.CO0 GR 493.30(. 1300.000 4~7.C00 1023.000 473.C00 1024.000 473.000 1~45.00e 480.~0U laso.coo GR 4,,t6.9 UC 107et. O00 48,7.300 110~..000 481.600 1116.000 40.9.990 11o4.C, 0C 491.700 1254.C00 6R 493.000 1554.000 494.500 1464.000 0.000 0.000 O.O00 O.O00 0.000 O.CO0 SECTLON R - SURVEY SECTION I?A OF FILL ON THE RIGHT bANK 32.000 19 go. GO0 199~.000 360.000 O. OOg O.OGO O.O00 0.000 100'3.000 506.70u 1100.000 505.C00 14Z;".UO0 49Z.300 1445.000 491.400 1715.J00 ~92.200 1731.000 &~.OOO 1925.00u 470.600 1955.090 4?4.000 1973.000 4 Z¥.SUO 19~.3.0J0 48?.400 2100.000 49¥.00u ,;'~ 00. OgO 507.200 2000.000 508.~00 2700.03'3 O. (;go U.OOJ O.COO 0.3 JO O. 500 $2.000 1~; 5b. GO0 207E.000 140.000 o. 000 O. 600 O. C:)O O. O00 lOOO. OOJ 50~.700 1100.00'3 5U3.000 1500.000 49z.700 1~30.090 ~02.700 1~00.000 ~o.~0~ lql~.G']O ~9o.800 19~Z.300 ~cU.6OU 1~'~.03o 47/.800 ~034.900 ~1.900 zC3,5.03C, ~a8.200 2108.000 501 .~00 Z200.OOU 502.~00 2~00.000 50~.500 2700.C~)0 0.~00 2. 342 2.500 0.030 17.000 g. UO0 IS.bO0 C.O00 50. 000 '). gOO 1.00U 4 ~J,. 5:)U 49b .800 O. 300 O.f.,Oc. O. g,)O O. gO0 lv50. JO0 4 9o.~0(,, 4~5.030 z078.000 12:~7:45 300.000 20Z5.000 1~00.000 1500.000 1746.000 1960.000 1992.000 2300.000 0.000 0.000 140.000 0.000 lZ00.000 1700.000 1950.000 2002.000 2063.000 2300.000 0.000 4.000 30.000 0.000 0.000 · &99.400 420.G00 496.000 498.800 493.300 413.900 489.~00 504.830 0.0o0 0.000 140.&00 O.O00 4~9.~00 &92.900 491.700 475.000 49~.500 504.300 0.0o0 1219.150 50.~00 0.600 O.G~O 4~8.500 O.O00 0.000 1300.000 1600.000 1800.000 1955.600 2000.000 2~O0.GO0 O.O00 O.CO0 0.000 495.000 1300.006 17~1.000 1950.~00 2OZO.O00 2078.000 2400.000 O.GO0 3.C00 O. COO O.GO0 ~95.~00 O.GO0 0.000 0.000 497.000 491.500 493.000 474.400 495.200 500.230 0.000 0.000 0.000 498.500 496.100 493.900 486.100 475.400 499.400 505.700 0.000 480.200 0.200 O.O00 498.700 O.OOO O.CO0 O.~O0 1-00.C00 1700.C00 1900.C00 1970.C00 2026.C00 2500.C00 O.CO0 O.CO0 (;.CO0 O.COU 1400.C00 1800.C00 1990.C00 ~0Z7 .GO0 2078.C00 2500.600 O.CO0 480.C00 O.CO0 O.CO0 O.CO0 O.CO0 P.~GE NC L.Uo5 0.070 Xl ~762C.00C 32.009 GR 5J9.53C 1000.000 6R 495.100 1~22.g00 GR 4¥1.60b 1713.009 0.045 0.190 0.300 0.000 0.000 0.000 O.oO0 O.CO0 192o.C00 1~£.e90 50.000 50.000 50.000 O.CO0 1.600 O.CO0 506.700 1100.(0a ~05.000 1200.000 498.600 1300.~00 497.000 1400.C00 49Z.300 14~.~.000 491.400 1500.000 4~9.000 1600.000 491.500 402.200 1731.000 492.000 1746.000 493.300 1800.G00 493.000 1900.C00 JAN ~ I,,':~,.t:47 ~7,]~:,J~,':,,?*'~1 54 PAGE 1'~ 6R 4~3.20¢ 192~.000 47b.¢00 1955.030 Ga 4Y9.100 210r3.000 ~9.0uU Ga 5]~.SOC 2600.000 . 506.400 ~7 474 .~00 4~7.~00 502.206 0.600 1960.000 1992.000 2500.000 0.000 4?3.900 4~9.k00 504.800 O.OOO 19~5.6,30 2¢00.G00 0.000 NC ~.065 0.065 0.C45 0.190 0.300 0.000 0.000 0.000 Xl 50130.UO£ 20.300 21~6.C00 2222.C3C 1~00.000 ZO00.O00 2510.000 O.CO0 GR 512.S0C 1500.000 ~13.~00 l~O0.OOO 512.100 1700.000 510.000 1~00.000 GR 501.600 2000. OOo 500.~00 20~6.009 495.700 2100.000 4~2.400 2180.000 GR 40].~0C 2207.00,3 &S&.80~ 2Zlz.OOO 502.000 2222.000 504.490 ~300.C00 GK 51C.¥UC 2500.000 511.400 2600.C}0 512.200 2700.000 512.500 2800.000 0.000 59.000 1200.000 1700.000 2136.000 2167.000 2195.000 2234.000 2263.000 Z700.O00 0.000 0.500 516.500 514.600 513.300 &94.100 487.200 494.500 510.400 514.500 O.OOO kC G.OOC 0.000 O.UO0 0.300 xl 301~9.UU0 42.000 2156.000 GR 517.30C 1000.000 51o.900 1100.090 GR 515.50C 1500.009 515.£0U lo00.000 GR 51~.40C ZO00.O00 513.c0u G~ 502.00C 2154.000 4~4.1u0 Ga 491.500 2181.100 4d7.200 Zl;4.009 GR 4~7.10L 2221.000 4~7.100 2~Z~.030 GR 50C.ZOC 2249.000 507.200 2250.090 GR 514.000 2~00.000 51~.4,]0 ~mOO.OOu GR 515.%00 ]OOO.O00 515.~00 O.CO0 59.600 516.200 514.200 510.200 492.500 4~4.500 513.400 514.700 O.CO0 1.000 510.400 516.200 514.200 510.200 4~4.100 4,~1.500 510.400 510.400 4B7.1~JO 500.20u 510.400 514.500 O.GCO xl 501'~C.000 5~.000 2158.000 2263.0)C 1.G00 1.000 UT ;',00~ 21~.000 515.300 510.200 Z2u~.OOO 51~.400 GR 517.30C 1000. 000 516.900 1100.000 51b.500 1200.000 G~ 515.5UC 1500.000 515.~00 1630.090 514.600 1700.000 GR 513.4'30 2uO0.O00 513.200 2100.C00 513.300 2158.000 G~ 51C.400 2153.300 510.400 fl~.COC 502.000 2154.000 GR )1C.~06 216t.000 494.100 21o7.03C ~92.500 2173.000 GR 51~.~0d 2181.900 491.500 21,31 .CO~ ~7. 200 !194.000 ~x ~,~7.LOC 2195.~00 4~.800 2~07,00L' 51b.~00 2207.000 Ga 4~7.1JC 2221.000 510.40L z~zl .COL, 510.400 2222.000 G~ ~IG.~OC 2734.000 510.~0u 223~.~30 4~.500 22~5.000 GR 510.40C 2249.000 500.200 ~24~.039 507.200 GR 51~.~00 2~00.000 ~14.000 2500.090 514.400 GE 515.100 Z,~00.00~ 515.400 5000.0J ~ 515.~00 ~100.000 O.GO0 0.00~ 1300.000 1900.000 2136.C00 2173.C00 2207.000 22~5.C00 2~00.000 0.000 0.~00 0.000 1300.000 1500.000 2158.000 2166.C00 zlaO.O00 2194.G00 ZdO~.GO0 2222.C00 2248.~00 22~3.000 2700.00~ O.GO0 4/4.400 495.200 500.200 0.000 O.OOO -0.100 506.~00 4~4.500 5~?.100 513.100 O.OOG 0.000 515.800 513.100 503.900 491.500 48~.800 500.~00 513.700 515.100 0.000 0.030 0.000 .515.800 513.700 503.900 510.400 510.400 ~10.~00 4~6.800 494.500 ~10.406 51~.400 514.700 0.000 1570.C00 ~026.C00 2500.C00 O.CO0 O.CO0 1900.C00 2200.C00 240C.C00 2900.£00 O.CO0 O.CO0 1430.C00 1900.C00 2155.000 21~0.C00 ZZOE.CO0 22~8.C00 2400.£90 2990.C00 O.CO0 O.CO0 O.CO0 1400.C00 1 900.C00 2153.C00 216b.£00 21~0.C00 2195.C00 Z20~.CO0 2234.C0'3 224~.C00 2263.C00 ZEO0.COd O.CO0 Xl 30£OC.OdO 0.000 O.CO0 O.OOO 10.000 10.0~0 10.000 0.§00 O.O00 O.CO0 X2 G.O0~ 0.000 0.000 0.000 0.000 0.000 1.000 O.OOO 0.000 O.CO0 Xl 30201.000 42.000 GR 517.30C 1000.000 GR 515.300 1~00.000 GR 513.40~ ZO00.O00 ~ 502.00£ 215~.000 GE 491.50£ 2181.000 1 16 JAN ~3 12:27:45 2158.C00 27~3.000 1.000 1.000 1.000 0.000 0.000 O.CO0 516.900 1100.000 51o.500 1200.000 516.200 1300.000 515.800 1400.C00 515.C00 1000.0~0 514.600 1700.000 514.200 1800.000 513.700 1900.C00 513.~00 2100.000 513.300 2138.000 510.200 21~6.000 503.900 2153.£00 494.100 21oo.000 494.100 2167.000 492.500 2173.000 491.500 21~0.C00 467.200 2194.000 487.200 2195.000 466.800 2207.000 486.800 2208.G00 494.500 500.200 2~ 55. ¢00 GR 4~7.1dC 2221.000 487.100 2222.0)0 494.500 2234.000 PAGE 15 22~8.000 16 JAN 8c~ 12:28:~,7 870bJ0~:2*W1 54 PAGE 15 GR 50C.20C 224~.000 507.200 GR 514.00C 2500.000 514.4~J0 2bO0.OOO GR 515.~*UC 3000.000 515.Gi]0 3100.000 NC C.0OC O.O00 G.C00 O. 1 Xl '~025&.OOC 29.000 Z1 80.000 2222.000 GR 512.800 1SOg.0OO 5 1~.C00 1600.000 GR 501.500 200 }.000 500,800 ~Cab. O00 GR 483.80~ 2207.000 ~84.800 2212.000 GR 51C.90g 2500.00J 511.4UO z~OO.O00 xl 3131G.00C l~.OOJ 1~o3.00u GR 515.30C 1000. OOJ 515.300 11 )O.OJO G~ 50~.?0C 1500.000 50~..?00 1730.C]0 GR 4~.20C l~b~. JOO ~,~c.3JU ~J C.OOC O.OOO C.G00 0. CJO JAN ~8 12:~7:~5 510.400 514.500 0.~00 O. 300 4~.000 512.100 ~95.700 502.~00 512.200 ?SO.COO 512.000 501.800 50~.~00 516.400 O.OOO 2263.000 ~?00.000 0.000 0.000 ~9,000 1700.000 ZlO0.O00 222~.000 2700.000 500.000 1200.000 l?bb. O00 1920.000 Z~O0.000 0.000 513.400 51&.700 O.O00 0.030 49.000 510.000 492.400 504.~00 512.500 1050.G0~ 507.500 &97.SO0 511.~J0 O.Ou0 2800.000 O.G00 O.GO0 0.000 1800.000 2180.000 ~300.000 2B00.600 O.GO0 1400.GO0 1EOO.GO0 2000.GO0 2500.000 O.0~0 513.7~0 515,100 0.000 O.OOO O.OOO 506.300 434.500 507.1U0 515.100 506.590 /,91.100 513.2,00 O.OOO 0.000 2400.C00 2900.C00 O.CO0 O.COO 0.C00 1900.C00 4200.COO 2400.C00 2900.C00 O.CO0 1500. C OC' 1863 .COO 2100.C00 O.CO0 O.O00 PAGE 16 HkC2 RELEASE OATEO NOV ?6 ~PI~ATE[~ M'*'RC 1~'~32 ERROR CORR - gl,O2,05,U4,C5 THIS RUN EXECUTED JAN ~5~ 12:ZS:OR T1 T,' TS GRAPEVINE CREEK, COPPELL, DALLAS COUNT~, TEXAS FIS 50-YEAR DISCHARGE EXTEkDE. D FLOOD INSURANCE STUDY NO ENCROACHMENTS--PROP. FILL GRAPEVINE CREEK F[L,:: NDMPRN1 NOM ENGINEERS 1115188 J1 ICH&CK INg N[NV IOIR STeT METRIC HVINS Q 3. ~. 0. 0. 0. OOO0',)fJ 0.00 0.O J2 hPROF IPLOT PRFVS XS[CV XSECM FN ALLDC Z.CO0 C.OOC -1 .COG 0.006 O.CO0 0.000 0,000 O.OO0 I 16 JAN ~ 1Z:27:~5 I,, 5 EL 457.&50 O.COO O.COO ITRACE C. 000 PAGE 17 HEC2 RELEASE DATED NOV 76 UPDATED MARC 19~Z ERROR CQRR - 01,02,03,g~,C) THIS RUN EXECUTEO 16 JAN 88 12:26:O~ 16 JAk ~ IZ:f~:4? ~700J0~2*w1 54 PAGE 17 COPPELL, DALLAS CCuNTV, TEXAS FXS IO0-YEAR DISCHARGE T1 GRAP£VZNE CREEK, TZ EXI~DED FLO00 INSURANC~ STuOY hO ENCROACHMENTS--PROP. FILL J1 [ChiC& [N'~ NINV IDI~ ST~T 0. 4. 0. 0. O.~OO00C 0.00 0.0 0. JZ NPROF [PLOT PRFVS XSELV XSECH FN ALLOC 3.C00 0.000 -1.C00 C.000 O.OOU C.O00 0.000 0.000 I 16 JAN U~ 12:Z7:(5 WSEL FQ 457.86g O.GO0 CHNIH ITRACE 0.000 C.O00 PaGE H~C2 R~L~AS60AT~D NOV 76 OPDaTEO MaRC ERROR COAR - C1~07~03~O4,C5 MOBIEICAI ION - 50~ 51 ~5~53~54~55 11 G~APEVXN~ C~E~K~ COPPELL/ DALLAS LOUNT¥~ TEXAS FZS SOO-YEAR DISCHARGE TZ INTENDED FLOOD INSURANCE STUDY NO ENCROaCHMENTS--PROP. FILL T~ GRAPEVINE CREEK FILE: NDMPRN1 kO# ENGINEERS dl ICHECK INQ Nifty IOlw STRT METRIC ~. ~. j. O. 0.9000~ 0.00 J2 NPROF [PLOT PRFVS XSECV XSECH FN 15.C00 0.OOC -1.COG G.CJ0 0.~00 0.O0~ 1 16 JAN ~a lZ:27:~5 THIS RUN EXECUTEO 16 JAN 88 HVZNS O WSEL FO 0.0 9o 45E.750 O.CO0 ALLOC [BW ChNIM [TRACE 0.000 0.000 O.OOO C.O00 PaGE 19 HEC2 RELEASE DATED NOV 76 ~JPOATED MaRC 1952 ERROR CORR - 01,02,03.04,C5 HODiFICa~ ION - 50, $1,52,5~,5&,55 T,IS RUN EXECUTED 16 JAN 88 1Z:ZS:2~ 16 JA~ 66 12.:28:47 ~,70.~JO'",2*wl 54 PAGE #O18- ASTERISK (*) AT LEFT OF £RCSS-SECTZON KgMOER ZNDZCATES HESSAG8 IN SUMMARY OF ERRORS LIST G~APEVIN~ CREEKIFIL~: N ,5UHI'TA~Y p'~T.',IIOUT TA~L':_ 150 S CC r,~o XLCH ELT Rb ELLC ELMZN Q £MSEL CR[WS ~G 15550.000 O.OO C.O0 g.03 441.3U 0900.00 456.38 0.09 457.04 15553.000 O.OO C.OO 0.0~ 4~1.30 9700.00 457.45 0.00 458.14 15553.000 O.CO C.OO O.OO ~;1.50 11C00.00 457.86 0.00 ~58.56 15JS~.~UO O.CO C.O0 0.C9 4~1.30 14200.00 458.75 O.GO 459.47 15440.000 . 90.C0 C.OO C.O0 ~. T9.7 0 6900.00 457.06 0.00 457.33 15440.000 90.09 C .GO O.~lJ ~, 39.70 ~700.gO 458.01 0.00 458.~7 15~40.000 ?O.CO C.O0 b.O0 4T9.70 11GOO.CO 458.35 O.O'3 ~58.90 15~40. OO~-) ~O.CO C.O0 C.GJ ~Sg.70 1~200.00 459.06 0.00 ~59.90 15~70.,J00 ~O.CO 4oC.50 4%9.00 939.70 6900.00 457.08 0.00 457.35 15470.000 30.~0 4oC.50 45~.00 ~9.70 9700.~0 458.05 O.00 458.50 15~Tg. JO0 30.00 40G.50 459.00 439.70 11C00.00 458.40 0.00 458.95 15~70.00J ~0.00 ~6C.50 ~59.09 ~39.70 14200.00 460.27 0.00 400.95 153ZO.duO 50.00 C.O0 C.03 4¢1.30 6900.00 456.95 0.00 ~57.b~ 15520.~00 50.CO L.~3 C.CO 4~1.39 9700.00 &57.9Z O.OO 458.82 15>Zu.dO'3 50.C0 C.~O G.C') ~1.30 11G00.00 458.30 O.O9 459.20 155Z0.00~ SO.GO C.~O ~.~0 441.30 I~ZO0.GO 460.6~ 0.00 461.10 1SbOO.OOO $0.00 L.CO a.;O 441.b0 bgoo. Go 457.51 0.00 457.88 15000.u00 80.00 C.O0 0.00 ~¢1.60 9700.00 458.48 0.00 459.09 15oOu. 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O0 0.00 0.00 0.00 O.CO 0.00 0.00 0.00 0.00 O.GO 0.00 O.OU 0.00 0.00 0.00 0.09 O.GO O.O0 0.00 488.68 484.45 486.54 467.26 488.90 EG 464.58 4~6.68 487.42 4~9.06 484.64 486.76 4~7.50 ~,.~9.15 484.69 486.81 4~7.5~ 439.23 486.85 4~7.61 489.29 4~4.73 48~.91 467.06 489.35 484.77 48o.97 487.60 489.3! 454.8~ 486.98 487.~74 489.44 484.63 4.~o. 99 46?.75 489.4~ e9.14 24.74 26.7~ 27.97 ~1.29 IOK*S 13.43 15.39 16.30 1~.54 8.Z7 10.01 10.60 12.7~ 7.56 8.94 9.60 11.0Z 7.~3 8.80 9.55 ll .65 4.9~ 5.94 6.41 3.15 3.87 4.21 5.05 3.54 4.2? e.61 2.16 2.55 Z.73 3.19 11.52 8.27 9.44 9.94 11.15 VC,-t 6.37 7.47 7.91 ,~. 9a. 5.1T 6.18 0.60 ? .60 4.47 5.66 6.50 4.37 5.20 5.54 ~ .34 4.33 4.61 5.~7 3.81 4.59 4.79 5.47 3.97 4.66 4.94 5.6~ 3.80 4.47 4.75 5.40 lt71 .Gl 1131.37 1460.91 1569.05 1860.73 P~GE Z4 AREA 1310.12 1669.41 1804.32 2109.4~ 1503.2~ 1~ZR.90 1949.12 Z218.49 1677.(~9 1999.91 2116.94 2382.75 1714'.4~ Z£ZO.87 21~0.7~ Z1~2.15 2C50.03 2424.49 2560.~6 1969.64 ~332.64 2702.63 1~91.02 2253.97 2)86.40 2e85.9? 1572.C2 2348.8~ 2485.75 2795.61 Z154.16 1507.7'3 £0.~1.39 .01K 2046.70 ~676.90 2v23.16 3506.96 351~.4o 3590.90 4726.61 3~11.0~ 3~0~.97 4549.0~ 3559.57 3,s15.46 4...;' ~. 71 3577.9~ 5479.07 4~26.~8 5755.94 6727.68 3963.1(J 5082.13 54V6.31 0+o0.16 5100.44 0575.98 7136.68 844~.5~ 10 JAk 8~ 12:25:47 ~J730JO,,,Z-w1 .'54 PAGE ZS.CO L.GO C.GO 4~.90 25.00 C.O0 0.00 4c~.90 25.C0 C.00 0.00 4~8.90 ~541~.003 50.C3 <.GO 0.~0 469.50 2501b.0C0 50.G0 G.O0 0.00 4~9.50 Z~013.000 ~O.GO C.GO 0.00 459.50 25~1~.00'3 50.03 ~.00 O.OO 459.~0 16 JAN ~ 12:27:45 SF..CNO XLCH 25ood. 3C. 3 :30.(3 z56o~.000 50.C0 250~.00'J ZS~1~.OOO ~e 25714.009 25714.000 ~o.6u ~5714.000 4~.C0 ~5754.0~J 40.C0 25754.000 Z575~. 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N 4 ',9.1 0 469.10 469.10 4o9.10 47C.00 470.00 /.7C.00 z, 7G.O0 4c,~.1 0 4~9.10 4~9.10 4§9.10 4~P.40 44~.40 4~b .40 4 ~O .2 0 470.20 47(2.20 ~,7u. 2J ~71.1 0 471.10 471.10 471.10 477.9~J /.72.90 ~, 7£.90 ~.7'~ .OO 4~3.00 10500.00 11800.00 15100.00 7500.00 10500.00 11800.00 15100.00 7500.00 I 0500.00 11400.00 15100.00 7530.00 10500.00 11800.00 15100.00 7500.00 10500.00 11800.00 15100.00 7000.00 1 0600.00 11900.00 I 51 OO.O0 7000.00 1 0000.00 11900.00 15100.00 7600.00 1 U600.O0 I 1900.00 15100.00 7600.00 1 06gO.CO 11900.00 151 O0.GO 5700.00 9400.{30 486.56 487.27 488.85 484.54 460.57 487.28 488.83 CWSEL &S~.01 486.69 487.4Z 489.03 484.56 486.67 487.41 489.06 484.74 486.8~ 487.55 489.21 484.66 486.95 487.78 489.61 485.e4 487.49 468.~2 4~9.B9 4d7.87 .489.28 489.85 491.~3 490.41 491.0Z 492.44 489.26 490.99 0.00 0.00 0.00 O.GO 0.00 0.00 0.00 0.00 0.0~ O.GO O.OO 0.00 0.00 0.00 0.00 O.O0 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 O.UO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.OO O.OO ~d4.93 467.12 487.91 489.66 485.00 437.21 48~.00 489.76 fG 487.2~ 488.08 489.86 465.22 487.4~ 488.Z1 489.97 485.32 487.52 488.30 490.06 465.59 ~7.66 4~U.45 490.21 4~?.19 48~o9~ 489.09 491.~2 4~8.89 49C.68 49~ .09 49~.'14 492.1~ 492.92 494.69 49~.14 10.46 11 12.45 14.12 12.14 13.60 14.)4 16.14 IOK*S 14.73 14.90 15.19 10.05 26.96 27.05 25.77 Z3.81 19.61 18.5B 18.56 1~.35 33.65 Z4.23 22.24 18.86 57.73 51.26 46.76 44.00 34.40 39.83 41.43 43.39 36.71 42.73 44.50 47.18 74.03 5.11 6.03 6.41 7.34 5.44 6.40 6.81 7.77 5.45 6.~0 6.53 7.31 6 .SO 6.9& 7.20 7.72 6 6.9?. 7.21 9.15 8.04 8.57 11.24 11.69 11.81 12.0~ 8.15 9.66 10.20 11.28 ~.17 10.82 11.41 12.61 11.19 12 1407.39 1749.30 1656.86 2114.2~ 1378.44 1649.£8 1755.63 2CZ6.47 P~GE 25 ~REA 1376.11 1708.1~ 1~41.9~ 2179.21 1153.95 1513.~6 1~75.22 2112.51 1)22.65 1737.57 19~8.!0 2515.1~ 1501.7~ 2343.5'3 ?.681 3497.eo 1~$1.97 15&~.7~ 1734.91 217e.44 995.38 12Z5.73 1320.2b 1550.3~ 907.25 1148.85 1248.87 1491.00 t88.44 ~2.24 2519.02 3056.~5 3544.71 4u13.61 215Z.59 2~&7.44 3110.21 3758.~5 .01~ 2720.20 3~c9.55 201~.J1 309~.35 169~.53 2435.64. 2738./2 3525.0Z 1310.~0 ~153.~4 3477.27 1480.5Z 1764.14 2274.~4 1R95.~6 1~7~.53 1848.m4 1254.$? 16~1.63 1783.9o 219S.27 139~.53 lo JAN 8~ 1Z:28:½7 ~706JOcZ*wl 54 PAGE 77050.0U0 165 .CO · ~7050.000 lo5 27400.00J 4~0.C0 Z74bO.JOO 4ZO.CO C.L~U C .00 C .00 C O.OJ 0.00 6 · 03 275~J.0~o 140.00 C.GU 0.60 27540.000 1~0.00 C.uO O.O0 27540.~JU0 I~O.CO C.uO C.OO 10 JAN 8~ 1Z:27:45 ~,73.00 473.00 473.90 ~73.90 ¢?5.00 4 75.00 ~75.00 475.00 SECflO XLCrl E LT RO E LLC E LMIN Q 27570.000 30.CO 496.80 4}5.50 475.20 27570.090 3O.CO 490 .UO 498.50 475.20 Z7570. GOO 30.ag 406.80 49,~.50 2757d.000 50.00 ~96.d0 ~98.5] 27620.000 50.00 C.O0 G.O0 ~75.50 Z762J.OOJ 50.00 C.UO 0.6J ~75.50 27~20.0CJ 50.C0 C.O0 O.bO 475.50 27o~0.000 50.00 C.50 O.C,) ~75.50 SGlJO.JO0 2510.gU JC130.000 Z510.C0 5C13U.OUO 2510.00 $01~0.0U0 Z510.£] C C .00 C .gL) C .Ou C ~,~'~.70 ,,'~.70 4q3.70 4~3.70 ~C, 190. OOO I .CO 30190.000 I .CO 30190. ]UJ 1 .GO ~GI~~.JO0 1.00 51b.40 510.43 510.40 516.40 513.30 513.30 513.30 513.~0 4~6.80 4~6 .So 4~6.80 3GZO0. O00 10.00 513.30 510.40 456.80 3OZOO.o00 10.C0 513.30 510.43 4~6.80 ~CZO0.uo0 10.~0 513.30 510.40 4~6.80 3&ZuO.o0~ 10.C0 513.30 510.~0 486.80 5GZOl.OuO 1.C0 C.60 C.CO 50Z01.0~3 1.00 C.O0 O.OO 4~6.60 302Ol.UOU 1.00 C.O0 0.u9 4o6.~0 $0201.30J 1,g'J C.OO O.O3 10500.00 13400.60 6700.00 9400.G0 1 0500.60 1 ,700.00 9400.00 1 0500.00 I ~400.00 6?00.00 9400.00 I 0500.00 I 3400.00 o700.00 V400.O0 10500.C0 I 3400. O0 ~700.C0 9400.00 10500.00 I $400.00 6700.00 9400,G0 10500.00 15400.00 6700.00 9400.00 1 0500.00 1 .~400. O0 6700.00 9¢00.00 10500.00 I 5400.00 0700.00 9400.00 10500.00 1~400.00 491.71 493.35 &92.07 494.02 494.70 496.31 492.41 494.17 494.68 496.39 0.00 0.09 0.00 O.OO O.C,O 0.00 O.O;~ 0.00 0.00 0.00 493.8? 495.57 49Z.87 494.67 495.27 49~.7~ 4Q3.27 495.30 495.99 497.17 70.58 65.99 24.91 19.4! 17.45 13.63 51.77 36.11 58.45 ?4.47 12.65 10~,7.94 12~,9.81 13.24 1375.21 1649.56 7.81 1195.35 1342.56 7.51 2172.75 2130.37 7.34 2573.71 2~13.70 0.97 3556.99 3650.00 7.43 902.0Z 1103.~7 8.69 1Cb2.31 15o4.3U 9.20 1141.14 1693.15 7.90 2~06.Z~ 2708.62 PAGE CWSEL CRIW$ EG 10K*$ VCH aREA .01K O.UO 0.00 0.00 0.00 0.¢0 0.00 O.OO O.UO O.UO 0.00 0.00 0.00 0.00 O.OO 0.00 492.56 494.34 494.97 499.75 492.45 494.62 495.62 499.74 500.69 502.08 502.18 501.70 493,45 495.51 496.23 4V3.74 4~5.69 495.45 499.96 501.41 503.01 503.30 503.82 501.70 5.03.47 503.88 504.80 ~,2.26 35.99 $7.98 6.83 39.245 31 .BZ ~4.43 0..57 27.74 35.6o 40.50 78.23 500,76 502 50~'.14 501.73 500.67 501.92 501.97 501 500.84 502.2Z 502.39 503.19 7.47 ~97.49 1179.02 8.68 10~3.49 1566.85 9.16 1145.96 1703.84 4.45 4E75.40 51?7.08 9.35 ~55.31 1069.00 9.15 1602.37 1566.52 8.40 21o6.15 2124.44 5.20 4~14.5~ 5226.~3 8.06 1145.C5 1272.11 9.36 1421.31 1620.09 10.31 1445.55 1050.00 14.94 1335.01 1515.01 31.70 7.79 800.4b 42.Z0 9.54 985.26 51.45 10.57 993.e~ 94.26 14.05 953.95 11d9.91 1446.01 14o4.17 13~0.22 28.32 35.41 40.59 48,64 501.17 502.67 502.98 504.18 0.00 0.00 O.aO o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 501.99 503.92 504.46 506.13 501.92 503.81 504.32 505.89 114.9Z 161.60 193.23 263.37 8.33 ~04.21 o25.00 10.14 926.91 739.~5 11.13 943.45 755.36 13.19 1C16.C8 825.70 7.49 894.~4 1753.32 8.98 1~46.23 1579.73 9.75 lC76.~6 lb48.11 11.19 11~7.95 lV~1.42 501.79 1~§.09 8.49 789.34 611.40 503.62 113.31 10.44 900.24 714.03 504.06 215.80 11.61 904.58 718.10 505.22 404.27 15.78 849.25 6~6.49 16 JAN 85 12:~5:/.7 e70oJooZ-wl 5~ PAGE 5GZSO.O00 49.C0 3~ZSO.OOJ ~9.~0 C.CO SGZSO.~00 ~9.C0 C.O0 ~1310.003 1CbO.C ) 51~10.u00 5151J.dOd ~1~10.U00 10o0.~3 1 lo JAN §~ 12:27:45 GRAPEVINE CREEK/FILE: SUMMARY PRINTOUT TABLE N 150 £. bO C.~JO C .00 C .00 0.00 ~.uO 5700.00 C.O0 ~53.80 9400.00 O,OO 4~3.80 10500.09 C.O0 457.80 o700.00 C.CO ,,~?.80 a400.O0 0.03 ~,:~7. ~0 10500.00 O.Ot) ~,~7.80 1.~400.00 501.57 50].50 505.78 50~.65 505.56 506.15 507.68 O.GO O.O0 0.00 O.OO 0.~0 O.GO 0.¢0 b. O0 50~.14 504.1] 504.68 504.1a 50~.00 50~.65 508.15 21.15 ,"1.0~ 21 19./,0 ?2.54 21.97 19.82 7.24 7.86 8.19 e.$O ~ .83 7.22 7.3/* 7.30 1255.~Z 1761.20 1952.4~ 2e30.20 1254.&? 1853.4~ 2~7.2~ PAGE 27 1456.51 2049.71 3041.99 1~11.51 2u02.12 2Z,0.01 300~.~1 SECNO O CWSEL 15350.0Ud ~qOO.O0 15350.900 9?OO.O0 15550.o0J 11000.C0 15550.000 1~200.C0 15/.40.000 6900.00 154/.0. J00 ~?00.00 15~2.00J 11000.C0 15440.~uu 14200.C0 15/.70.000 6900.C0 15~70.300 9700.00 15~70.000 11000.00 15~?0.000 1~200.00 15520.000 o900.C0 15520.0C0 3700.~0 15520.000 11000.C0 13520.000 1~200.00 15000~uO0 ~900.C0 15000.000 970U.CO 15o00.30u 11C00.C0 15000.000 14200.C0 15010.000 6900.G0 15610.000 9700.00 15610.000 110U0.00 15o10.000 1~200.C9 OlFwSP OIFWSX OIFKWS TOPWID O.GO C.CO O.CO 1.67 0.00 0.00 O.&l 0.00 0.00 0.~9 ~.00 0.00 457.06 O.GO 0.06 0.00 45~.01 0.95 0.5~ 0.00 45M.35 0.54 0.49 0.00 459.C8 C.7. C.~ O.GO 457.00 O.OO C.02 0.00 458.05 (;.9? 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OOg 13400.C0 50].19 0.71 5C201.000 67gO.ag 501.12 3C201.300 9400.C0 502.~! 1 5GZOl .OOO 10500.C0 502.9~ 0.~1 .~C.'Ol.,JOO 15400.~0 506.1,5 1 51310.000 ~)700.C0 503.0) C.uO $1310.00~J '~4OO.CO 505.56 I .91 ~151~. OhO 10500.00 506.15 0.50 51~10.000 13~00.0J 507.~5 1.52 16 JAN ~ 1~:~7:45 0.17 0.00 87.Z6 10.00 0.29 0.00 91.17 10.00 C.~2 0.00 91.46 10.00 1.8~ 0.00 9~.69 10.00 0.27 0.00 95.11 1.G0 0.45 0.00 99.24 1.C,] O.Sq 0.00 99.89 1.uO 0.99 0.00 102.9Z 1.00 C.eS 0.00 Z06.~9 49.03 ~.~ 0.00 308.42 ~9.GU 1.0. 0.00 337.44 49.00 1.59 0.00 459.34 49.00 2.05 0.00 193.75 1060.00 2.07 0.00 382.74 1060.U0 2.13 0.00 419.08 10~0.00 1.90 0.00 542.56 IOoO.uO PAGE 35 SUMMART OF ERRORS AND SPEC[AL N~TFS JAN PAGE 36 FLOOC~AY DATa, GRAPEVINE CREEK/FILE: N ....... FLOODWAY ....... STAT[Oh WJOTM SECTIO~ MEAN AREA VELOCITY uAT~R SURFACE ELEVATION ~ITH wITHOUT DZFFERENCE FLOOOW6Y FLOODWAY 1S550.0C0 592. Z141. 4.5 ;5?.5 456.~ 1.1 1S&40.JCO l&?. 1796. 5.4 ~SJ,O ~57.1 0.9 15~70.0C0 147. 1:OZ. 5.4 45~.1 ~57.1 1.0 15520.000 004. 1~90. 5.1 ~57.'~ 456.9 1.0 15oCU.000 129. 15~0. ¢.~ ,~.S a~?.5 1.0 15o1~.0~U 12~. 15~. c.3 e$~.~ ~57.5 1.0 15630.0C~ 189. 1729. 5.6 ~.~ ~5?.b 1.0 15040. UC0 l~&. 17o~;. 5.5 ~5~.~ ~SZ.o 1.0 15050.0~0 154. 1771. 5.5 45'[.~ ~57.0 1.0 15o60.u£0 lo4. 1531. 0.3 ~5~.5 ~57.5 1.0 16 JAb 33 I/:2,t:~.7 ,170~JG~,2.,,',~1 5~ PAGE 35 15680°000 180. 164MU.UCO 7~,1. 176~0. O~O 7~1. 18150. UOU 577. 1~Z~0.00'~ 518. I~I~.OEO ~15. 16~oO.OCO ~13. lbA~d. OCO 557. 1~b50.0~ 658. J. lCd 0.3CC 573. ~O~U.uC,J 456. O.~CO 445. O.oGO 371. 1.0C~ ~.3LO Z05. 239GJ. OOO 359. ~.uCO 281 · 273. lo JAN ~ 12:27:45 lo75. 6.0 ~58.~ ~57.7 1.1 1710. 5.7 459.,} ~57.8 1.2 379U. 2.6 ¢6.).~ ~58.9 1.& 2271. &.6 ~el.? &oO.4 1.3 2Q29. 3.~ ~65.2 ~62.1 1.1 2791. 3.~ &~$.G ~2.2 1.2 1971. 5.3 ~6T.1 4o1.~ 1.3 2~41. 4.~ ~5.7 4~2.7 1.0 7420. 4.3 ~c~.1 ~T.O 1.1 1G72. 7.1 ~.7 462.~ 0.9 1176. 8.9 .~.} ~6~.4 0.6 112~. V.3 4o~.0 463.4 0.6 1176. ~.9 4~4.~ 403.5 0.7 1~1~. 8.7 ~6~.j ~5.5 0.7 2ob4. 3.9 ,~$.5 40~.1 1.4 2709. 3. ~ .~,~. 5 ~6~.1 I .4 1 ?44. ~.C 4c $. 1 455.6 I .5 Z779. 3.~ 4~.t.4 4o~.$ I .1 ~£UO. 4.8 ~6~.1 G66.9 I .2 ~76. 3.? ~7U.9 469.0 1.0 2335. 3.7 ~?1.0 ~o9.9 1.1 320~. 3.2 ~71.~ ~70.5 1.3 1~2~. ~.5 ~71.5 470.2 1.1 15~5. ?.7 ~75.~ ~72.1 1.5 173~. o.C 475.¢ 47~.? 1.7 151G. ~.9 477.~ 475.5 1.8 1~60. 7.2 47~.~ 478.0 1.6 2125. ~.q 481.~ 480.0 1.8 2020. 5.2 ~.5 G~O.7 1.8 1~5. 7.5 ~3.3 481.5 1.8 176o. 5.9 ~3~.~ ~bZ.O 1.9 PAGE 3? FLOODWAY DATA, PROFILE ~0. ~ GR AP f:V ~.NE C£EEKIFILL: N STATZON ~IDTH FLOOOW.Y ....... ~ATE~ SURFACE ELEVATION S~CtiOh ~E~N WITH WITHOUT DIFFERENCE AREA VELOCITY FLOOO~AY FLOODWAY ~4930.0C0 259. 2199. 4.8 w84.4 487.5 1.9 6.000 247. 1627. 6.5 484.3 482.4 1.9 25085.0C0 209. 976. 10.8 483.~ 482.0 1.8 25135.0Cu ~04. 1215. 8.6 484.~ 4~2.9 1.9 25185.0C~ 192. 1~07. 7.2 ~85.G 483.5 1.9 ZSZ35.20U 203. 15~9o 6.~ ~85.~ 484.0 1.~ ~SZOU.OCO 178. lo29. 5.7 485.1 484.2 1.9 16 JAN ~6 12.:2~:47 67,,.)C, JO52-W1 54 PAGE Z5325.2C0 167. , 20(]3. 5.3 q,~o. 4 ~84.4 2.0 Z537~. OC,) 156. 20~1. 5.2 25421.~G~ 1~7. 2~+. 4.~ ~S~.7 4d~.6 2.1 25~Z2.J~u 1J?. i)3~. 4.5 4~.~ 484.5 2.1 Z~542.~GO 1,~7. 2~54. 4.7 ~.7 4~.6 2.1 Z554~.000 1~7. 23~9. 4.5 ~.7 4~4.6 Z5544. J~u 147. 1749. o.G ,~5.~ 484.5 2.0 ~5~6~.0~U 175. 1708. ~,.1 ~.7 484.~ 2.1 25714.JQ0 203. 1513. o.~ 4~,~. 7 484.6 2.1 Z575~.0C~ 250. 173~. ~.0 48~.~ 4~4.7 2.1 Zo17U.UCO Z57. 154~. o.9 ~67.5 4~5.Q 1.9 2~550.0G'2 165. 1226. ~.0 4~.~ 487.9 1.4 2~b~O.O~U 15Z. 11~';. 9.2 49).4 48~.9 1.5 27050.0CU 172. 9~2. 9.8 491.) 489.3 1.7 Z?4~O. 9CO 5~1 · 2175. 4.5 Z754O.U~Q 10o. 1362. S.7 494.1 49~.4 Z7570.000 106. 1083. Y.7 49~.~ 49Z.~ 1.8 ~To20.O~g 57g. 1~02. 5.9 ~9~.~ JOl~9.0G'J 98. 9~. 9.5 ~0190.'~0 ~b. 9~U. 10.~ 5~;~.0 500.~ 1.3 30ZC1. O~O 09. 10~0. 9.G ~1~1~.~ ~. 1855. 5.1 5~'~5.5 50~.7 1.9 16 JAN d& 12:27:45 PAGE 38 FLOODWAY ~ATa, GRAPEVINE CREE&/FILE: N STA[lO~ WIDTH FLOGOWAY ....... WATE~ SECTION MEAN wITH AREA VELOCITY FLOODWAY SUqFACE ELEV&TZON WITHOUT DIFFERENCE FLOODWAY 15550.00~ 619. 2390. 4.6 ~57.a 455.4 1.5 15a4J.OOu la7. 1~6. o.C ~5~.~ 457.1 1.3 15~7~.JC0 1~7. 1~5~. 5.9 ,5~.~ 457.1 1.3 15520.0CU 771. 21~7. 5.~ -SJ.~ 456.9 1.4 15oCO.~UU 1Z9. 157v. 7.0 ~5~.d ~57.5 1.3 15~1~.0~0 139. 1737. 6.3 ~60.0 457.5 2.5 15630.0O0 199. 2019. 5.~ ao,).l 457.0 2.5 15~&0.0£0 194. 2U49. 5.~ ~6,).1 457.6 2.5 15650.0~0 194. 2~5Z. 5.~ 4~0.1 457.b 2.5 15600.OGO 175. 178~. o.g 450. J ~57.5 Z.5 156~0.000 1~1. 1~01. 5.~ ~9.3 457.? 2.6 15730.0C~ 213. 2015. 5.5 4e~.~ 457.8 2.6 16 JAN 8~ 12:23:47 8706JUa2*~1 164~0.0G0 745. 40Y7. Z.3 ~1.~ 176C0.3C9 753. 2891. 4.1 17980.0C0 644. 3889. 3.0 18150.00u 585. 3245. 3.6 15ZIO.U~J 574. 5099. 3.8 4~.~ 1824U.000 537° 2280. 5.2 ~3.? 183~0.0fiu 57~. ~725. 4.3 464.2 18~5U.3C0 59~. 2690. 4.~ 165£U.O~0 558. 17~4. 6.~ 1~514.u00 ~13. 120~. 9.0 464.? 10515.0~u ~13. 1152. 10.~ lo5~5.0CJ 414. 1~1~. 9.7 ~o4.5 18560.0C0 414. 1249. 9.4 1~600.000 554. 3U03. 3.9 465.1 18~15.0~3 555. 3023. 3.9 18~50.0C0 6?6. 2180. 5.4 4~5.3 O.1Cu 589. Z~63. 4.0 O.ZCU 632. 2450. 4.~ 4~.5 ~.3~0 577. 3104. 3.8 2U54U.OGO 443. 3032. 3.9 ~71.5 ~.5C0 458. 34~5. 3.4 o.oCO 390. 1~11. 8.~ 471.q 21690.U~0 39~. 1563. 7.0 474.1 1.0C0 276. 1894. 6.Z 47?.) 22~C0.0CU 274. leS?. 7.0 47~.0 2.OCu 211. 1581. 7.5 450.2 239Q0.~0 306. 25Z7. 5.0 482.5 3.000 2~9. 2210. 5.3 4.00~ 200. 1530. 7.? 5.uCO 301. 1~72. 6.0 434.~ JAN 8~ 12:~7:~5 54 PAGE 458.9 460.4 2.1 462.0 I .7 462.1 1 ,.7 46Z.Z 1.7 461.8 I .9 462.7 I .5 463.0 1.5 462.8 1.4 4o3.~, 0.8 463.4 0.6 ~,63.5 1.0 46'~. 5 0.9 4o4.1 2.0 464.1 2.0 463.0 2.2 466.3 1.4 666.9 1.6 409.0 1 409.9 I o6 470.5 I .7 470.Z I .6 472.1 2.0 ~,74.7 2.3 475.5 ~7~.0 2.2 480.0 2.5 48,'). ? 2.5 4~1.5 4~Z.O 2.6 32 PAGE 39 FLOODWAf oAr~, GRAPEVINE CREEK/FILE: N STATION WIOTH ;LOOOW&Y wATER SURFACE ELEVATION SECT[O~ MEAN ~ITH WITHOUT DIFFERENCE ARcA VELOC[TY FLC'OO~A¥ FLOODWAY 24930.~C0 ~73. 2390. 4.~ 485.1 482.5 2.6 6.OOd 250. 1806. 0.5 48'5.0 482.4 Z50~3.OOu 227. 1136. 10.4 48~.5 48Z.0 2513~.0G0 216. 1352. 8.7' 4~5.5 4~2.9 2,6 25185.0C0 198. 15~9. 7.4 4d~.O 483.5 gSg35.0Gu ZOo. 150~. ~.5 45~.~ 484.0 2.6 25Z80.0C0 181. 1949. o.1 4~5.~ 484.2 2.6 25325.J00 171. 2117. 5.0 4~7.1 484.4 25~75.0Gd 159. 2131. 5.5 ~/.1 484.4 25542.0~3 1~0. 255~3.0£0 190. Z~56~.~Cu 156. 25~6~.0Cu 1~1. 2575~.U~ 2~170.~G0 2~1. Z~550.JOu 136. 26~80.0C0 16e. Z?USJ.UC~ 274G3.U~O 27540.0GU 107. 27~7O.OCO 1~7. 2ZoZO.OCO 591. 36130.OCO 3U19d. OCO 502GO.JO~ 98. 3~2C1.0C0 lOC. ~UZSd.~Cu 337. 51510.d63 419. lo JAN 8~ 2~60. 4.6 ~87.G ~84.6 2.8 1~57. ~.4 .~?.~ 484.5 2.7 1755. o.7 ~7.2 484.5 2.7 1~4~. 6.4 ~?.~ 1~75. 7.0 ~7.6 484.6 2.8 2682. 4.4 .oZ.~ 4a4.7 ~.1 1735. m.9 ~.~ 485.6 ~.6 1~2U. 9.0 48Q.o 4~7.9 2.0 124W. ~.5 ~91.1 ~88.9 2.2 108~. 9.7 ~91.~ 489.5 2.5 ~57~. 4.1 ~9~.7 4~Z.0 2.7 1146. 9.? ~95.0 492.6 2.~ 2166. ~.d 495.6 ~92.4 3.2 1~46. 7.3 502.2 500,? 1.5 99~. 10.6 5OZ.Z 500.8 1.4 905. 11.6 50Z.O SO0.? 1.3 q4~. 11,1 50Z.4 500.~ 1.~ 1077. 9.8 503.0 501.1 1.9 195~. ~.~ 50~.1 501.6 2.5 206~. 5.0 50~.~ 505.7 2.5 PAGE 40 FLOODWAY OATA, GR.~P EVLNE CREEK/FILE: WIOTH ~LOCDHAY SECTIOk MEaN AREA VELOCZT¥ ~ATER SURFACE ELEV~TZON ~YTH WITHOUT DIFFERENCE FLOODWAY I~$SO.OGO 853. 2965. 4.U 45~.~ 456.4 2.4 15440.0C0 1~7. 195~. 7.3 459.1 457.1 2.0 15~70.0~0 621. 2223. 6.4 460.5 457.1 3.2 ISS20.gCg 9~6. 4061. 5.5 G60.6 456.9 3.7 156C0.0C0 129. 1807. 7.9 460.5 ~S/.S $.0 15o10.0C0 163. 2d74. ~,d 462.5 657.5 5.0 1563U.JOO 557. 2794. 5.1 a,~.~ 457.6 5.2 1505J.OOu 542. 2633. 5.0 ~5~.~ 457.6 5.2 15660.0C0 507. 2478. 5.7 ~c~.~ 457.5 5.1 ISo~O.OGU 557.' 2728. 5.2 4b~.O 15Z~U.UGO 602. 2952. 4.8 ~.1 457.8 5.3 1~48J.Og.) 752. 6505. ~.2 ~65.~ 458.9 5.0 176C~.0C9 7~9. 4413. 3.4 ~6G.~ ~60.~ 4.2 16 JAb ~ 1Z=26:47 ~70~JO~Z*~l 54 ~AGE ~9 I?9~O. OGU 666. ~951. ~.0 465.5 46Z.0 1b15~.OCu o17. 4205. 3.6 465.4 ~6Z.1 1~210.~C3 61G. 4UZS. 3.? ~65.5 ~6~.2 i~Z40.JC$ 554. 3Z17. ~.7 405.3 461.8 16520.0C0 o12. 35~9. &.2 465.7 46~.7 1~450.3~J 047. 5555. ~.Z 465.9 465.0 2.9 l~SbJ.OCJ o40. 2688. 5.6 465.8 462.8 3.0 16514.0C0 417. 13~1. lO.g 465.~ 403.4 2.0 16515.060 417. 1521. 11.4 465.3 46~.~ 1.9 1~5~5.0~0 ~17. 1599. 10.~ 465.7 463.5 2.2 1~566.000 417. 1~31. 10.6 4b$.6 463.5 2.1 186C0.0CJ 601. 407~. 3.7 467.9 464.1 3.8 18~50.0C0 760. 357~. 4.2 467.9 463.6 0.1~0 609. 3hZ7. ~.2 G6~.~ 466.5 0.2C0 667. 319o. 4.7 ~69.7 ½66.9 0.5C0 558. 36~8. 4.1 471.4 469.0 2.4 ZO540.OGO 480. 3496. 4.3 47Z.5 469.9 O. Sgu 479. 4000. 3.3 47~.$ 470.$ DodO0 443. 190~. 7.9 473.~ 470.2 ~o8 ZIO90°OOU 4~6. 1999. 7.0 475.2 472.1 3.1 1.0C0 252. ~225. 6.B 473.2 474.7 22oG0.000 295. 207b. 7.3 479.5 475.5 3.8 2.000 Z25. 1~o0. ~.1 481.5 478.0 239GU.OOO 375. Z955. 5.1 4~4.1 480.0 4.1 5.0C0 312. 2oe5. 5.7 4~4.? 480.7 4.0 ~.O~J 2~1. 18~6. 8.1 485.~ 481.5 3.9 b. O00 341. 250~. ~.O ~8~.2 4~.0 I 1~ JAN U& 12:27:45 P~GE FLOOGNAY DATa, FROFIL~ kO. 4 GRAPEVINF CF~ E E:K/FIL~: N STATION wIOTM FLOODWAY ....... WATER SURFACE ELEVATION SECTIO~ MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY Z4930.0~0 288. 2843. 5.3 435.B 482.5 4.3 Z5085.0C~ 238. 1521. 9.9 4~6.1 4~Z.O 4.1 25135.0~0 229. 1671. 9.0 4~6.~ 482.9 4.0 Z51E~.oCJ 207. 1561. ~.1 ~?.3 483.5 ~5Z55.0~0 219. 210~. 7o~ 4~.0 46a.0 4.0 ~52bO.OOJ 192. 221~. 6.b 4~.~ 484.Z 4.1 Z5375.~0 169. 23E2. Z5421.0GU 197. 2566. 5.3 489.0 484.6 4.4 Z542Z.O~O 197. 2703. 5.5 48~.9 484.5 4.4 25542.0CU 197. 2686. 5.6 453.0 25543.000 198. 2790. 5.4 Z5564.0£0 175. ~114. 7.1 25~1~.000 1~0. 2026. 7.5 458.2 256t~.~£~ 227. 217~. ~.9 489.0 Z571~.~'2 295. 2113. 7.1 4~.1 ~5754.0~0 4~0. 2515. 6.0 ~?.2 Z5m2O. O<O 470. 3~9~. 4.3 489.6 ~5~.0~0 lo~. 1~5U. 9.? 491.3 2o~.J<O 174. 1491. 10.1 492.5 Z7050.000 130o 1375. 9.7 493.~ 27400.0~0 626. 3~57- 3.8 490.~ Z7540.~CU o?O. 2500. 5.1 ~75~0.~0 7~1. 4875. 2.? 4Q9.~ ~7~2~.0G0 745. 4~15. 2.8 $~13U.0C0 ~2. 13~5. 10.0 $01.7 ~01~.JLJ 97. ~54. 14.Q $01gU.Q£~ Q~. ~9. 15.8 501.~ $O~O.O~U 100. 1016. 13.2 503.1 $OZ~I.0GO 103. 1198. 11.2 504.2 ~OZSu. DGO 4~9. 2~0. 5.1 3151~J.OGU 54~. 2837. 4.7 507.Z I 1~ J~N ~ 12:28:~7 484.6 484.6 484.5 484.~ 484.6 484.6 484.7 484.? 485.6 4~?.9 488.9 489.3 49~.0 492.6 492.4 500.? 500.8 ~00.? 500.8 501.1 501.6 505.7 4.4 4.4 4.3 4.3 4.4 4.5 4.5 4.9 4.3 3.4 4.1 4.3 4.0 ?.3 1.0 4.2 4.0 PAGE RELEASE DATEO NOV 7~ UP~A~;D I~AkC 1982 RUN EXECUTED 16 JAN ~8 1Z:28:37 APPENDIX E PROPOSED MODEL WITH ENCROACHMENTS I ! I ! I * hATeR SURFACE PROFILES * V~R$~UN OF NOVENBER 1976 * UPDATED MARCH 19~2 PLOTFILE VERSION * RUN DATE 16 JAN 96 PAGE * · U.S. ARHY CORPS O; ENGZNEERS * THL HYDROLOGZC ENGZNEERING CENTER * 609 SECOND STREET, SUITE 0 * CAVIS, CALIFORNIA 9S616 * (916) 440-210S eFTS) e~8-210S 10 JAN b3 12:25:20 x X xxxxxxx x X X X x x xXXKXXX XXXX x X X x x X X X XXXXXXX XXXXX X X X X X X X XXXXX XXXXX XXXXX X X x XXXXX x x XXXXXXX PAGE I HEC~ ~LLEASE DATE9 NOV 7b UPDATED ~ARC 19~ ERROR CORR - dl,02,03,O4,CS MODIPLCAT/ON - 50~51~52/~3,5~,5~ THIS RUN EXECUTED 10 JAN 88 C 11 13 J1 JZ GRAPEVINE C~EEK, COPP~LL/ DALLAS COUNTY, TEXAS FIS lO-YEAR OTSCNARGE EXTf-NLIED FLO00 INSURANCE ,STUDY ~IEhIC~O~CHMENTS--PROP- FI'LL SLOPEO ~:1 GRAPeViNE CREEK/FILE= N0~PNETllhD~ 5NG./OLJ 1115/88 ICHECK INQ NINV IDIR STRT N~TRIC HVIN$ Q WSEL FQ O. 4. O. 0. 3.~030)0 0.00 0.0 0. 457.660 0.C00 NPROF [PLOT PRFV$ XSECV xSECH FN ALLDC IBW CHNIM ITRACE 1o~00 O.O00 -1.C0~ G.OOU O.CO0 ~.000 0o000 0o000 0o~00 C.O00 VAR~AEL~ CODES F~R SUNNARY PR:NTDuT 1SO.GO0 20~.00C O.COO 0.000 O.GOU ~.000 0o000 0o000 0.000 C.O00 I ! ! I JAN NC GT ET I lo u~ 1Z:~:~2 8706J0,?*~1 5a PAGE Z C.07C 0.070 0.050 0.130 0.300 0.000 0.000 C.UUC 6900.000 9700.000 11C00.000 14200.000 16100.000 11000.000 C.OOG 0.000 0.000 0.090 0.000 0.000 8.100 THiS MODEL IS BASED GN C. ANDERSON ENGRS. MODEL GRPRULT FOR THE gENTeN TAP AC. BRZDGE REPLACEMEN1 AND THE NEW MOORE ROAD aRIDGE FOR CITY OF COPPELL MASTER ORaINaGE PLAN. IT IS AN UPDATE OF THE EXIST. 1979 FIS WITH 1986 EXIST. PROJECT'S AND THE PROP. DLNTCN TAP Re. 3RIDGE INCLUOEO AS WELL AS SUPPLEMENTAL CROSS SECTIONS aDDEC FROH TOPO MAPS. THE MODEL ~ILL BE USEO AS THE BASE MOOEL TO STUDY Trot P~OP. CRE~KVIEW ADDITION ~ DtNTON TAP RD. AND THE ST.L&SW RR. ON THE NORTHEAST CORNER. NATHAN Do H~I~R ENGRS FURNISMEO CROSS SECTIONS C.I,C.2,0.3,0.5,1.0,2.0,3.0,~.0-5.0,A4~ 6.0 TAKEN FROM CITY OF COPPELL MaPS TO ANDERSON ENGINEERS TO MOOEL EXISTING CONO~TIONS AT THE CRE~K VIEW SITE. DLJ & ~OH 1115/~8 PROPOSED FILL WITH ENCROaChMENTS MODIFICATION Off THE FIGHT ~ANK FROM SEC. 25085 TC SEC. 25235 PROFILE SECTION G - SURVEY SECTION 7 JAN ~8 1Z:ZS:20 0.~00 0.000 1147.500 0.000 0.000 1967.500 O.CO0 O.CO0 O.CO0 PAGE Xl 1535C.00~ 3d. O00 15~7.b00 1~.090 1~00.600 1300.000 1180.000 0.000 O.OOO O.CO0 GR 43C.90C IOOO.OOU 475.G00 1100.0J0 470.500 1200.000 4~3.800 1~49.000 459.100 1258.C00 GR 450.3UG 1271.000 40~.700 1295.00~ ~o2.700 1300.000 460.000 13Ze. CO0 459.700 13~4.C00 GR 4~q.bU~ 1552.U00 459.600 1~'~0.000 459.500 1426.000 459.e00 1437.000 459.500 1450.C00 GR 45k.?0~ 1482.00) 455.10b 1530.G~C 454.800 1527.000 441.400 1545.000 441.300 1569.C00 GR 4j~.oO0 158R.000 45a.700 16U0.000 454.100 1700.000 4S3.100 1~00.000 453.600 1882.C00 GR ~So.70G 18~.003 450.900 1930.0'30 457.G00 1919.000 455.000 1941.C00 ~55.200 1949.CD0 GR &je.$OC 2000.000 sS~.gOb 2100.030 461.500 2200.000 407.700 2300.000 474.000 2400.C00 GR ~1.10C 2500.900 0.000 O.OOO O.CO0 0.000 O.UOO 0.000 0.000 C.CO0 NC G.OOC 0.000 O.CO0 O.~JU 0.500 0.000 0.000 O.GO0 0.000 O.CO0 ET C.OOC 9.000 O.GOO o. OrJO 0.000 0.000 8.100 1lIS.GO0 1272.000 O.CO0 ~ELT LINE ~OAO - ~OWNSTREAM SIDE PROFILE SECTION H - SURVEY SECTION M BELTLINE RO~O Xl 1544C.00C 3S.O00 1125.000 1272.000 25.000 350.000 90.000 0.000 0.000 O.CO0 X3 i~.OOC 0.000 0.000 0.030 0.000 0.000 0.000 458.900 &59.000 O.CO0 GR ~G.90C 05~.0~0 ~70.500 75~.~00 463.800 807.000 463.500 829.000 ~62.700 853.C00 GR 401.00~ ~79.000 459.700 897.000 459.e00 943.000 459.500 979.000 459.800 990.C00 GR 459.70C 1000.000 400.500 1100.000 4~0.500 1125.000 457.200 1125.000 454.900 1136.C00 GR ~54.90£ 1137.000 450.000 1145.000 442.200 1160.000 439.700 1177.000 439.700 1179.C00 GR 4a1.10C 1222.000 441.100 12Z4.000 &½1.600 1230.000 446.400 1240.000 450.100 1248.C00 GR 45C.10C 1249.000 45b.200 1270.090 457.~00 1272.000 460.500 1277o000 460.500 1300.~00 GR kbC.20C 1GO0.OOO &6C.200 1461.000 460.200 1500.000 460.800 lO00.CO0 462.500 1700.C00 ! ! i ! JAN e~ 12:~:02 ~70ojOo~-~l 5~ PAGE GR 464.60~ 1800.000 &6O.40b 1930.000 469.100 2000.000 0.000 0.000 0.000 0.~00 ~T O.OOC 0.000 O.GOO 0.000 0.000 0.000 8.100 1125.000 1272.000 O.CO0 S8 1.0~0 2.41S 2.500 0.000 57.000 6.000 1846.800 2.]73 440.040 440.040 Xl 154?C.000 0.000 O.O00 0.030 30.000 30,000 30,000 0.000 0.000 O.CO0 x2 £.00C 0.00o 1.C00 459.000 460.500 0.000 0.000 0.000 0.000 0.000 X3 lg.OOC 0.000 0.000 0.000 0.000 0.000 0.000 458.900 459.000 O.CO0 8T -Z3.00G 658.0UU 4~0.90u 0.000 758.000 '470.500 0.000 807.000 463.B00 O.CO0 e[ O.OOC 529.000 463.500 O.CO0 853.000 462.700 0.000 879.G00 461.000 O.CO0 BT C.O0O ~97.000 459.700 0.090 943.000 459.600 0.000 9?9.000 459.500 O.COC BT C.OOC 990.000 459.b00 0.030 1000.000 459.700 0.000 1100.000 460.500 O.CO0 BT C.OOC 1125.000 4o0.500 4~E.900 1272.000 460.500 459.000 1300.000 460,500 O.CO0 BT C.OOC 1~00.000 460.~00 0.0~0 1461.G00 460.200 0.000 1500.000 460.200 O.CO0 8T C.OOC 1~00.000 460.~0£ 0.000 1700.000 462.500 0.000 1800.000 464.600 0.£00 BT C.OOC 1900.000 466.40C 0.000 Z000.000 469.100 0.000 0.000 0.000 O.CO0 1242.500 0.000 1749.G00 1326.000 1608.000 0.000 8.100 50.000 453.800 460.500 455.600 0.000 1892.500 0.030 459.1 O0 459.700 455.200 0.000 ET g.OOC 0.000 O.CO0 0.030 0,000 0.000 Xl 1552~.030 1~.000 1527.000 loO~.CO0 ~0.000 50.000 GR 4~C.900 1000.000 4Z>.OOu 1100.030 470.~00 1200.000 GR 4~.300 1271.000 4,2.?00 12~5.000 402.700 1300.000 GR 453.00C 15f7.000 441.300 1560.030 441.800 1585.000 GE 4oC.OOC 2230.000 4?G.CO0 24(20.000 4?5.000 2600.000 1 lo JAN ~d 12:25:20 O.CO0 O.CO0 125&.C00 1344.C00 1700.C00 O.CO0 PRGE ET C.OOC O.O00 0.000 O.OOO 0.000 0.000 ST LOUIS & SOUTHWESTERN RAILROAD - OOWNSTREa~ SIDE PROFILE SECTION ! - SURVEY SECTION q ST. LOUZS SOUTHWESTERN 8.100 ReRe 1321 .CO0 1450.000 O.CO0 Xl 1SoOC.OOC 2&.O00 1321.000 1450.000 50.~00 100.000 80.000 0.000 0.000 O.CO0 X~ 1C.OOC O.O00 O.O00 O.OOO 0.000 O.O00 O.OOO 459.400 459.400 0.£00 GR 462.700 1000.000 402.030 1100.090 462.600 1200,000 462,800 1300.600 462.?00 1321.C00 GR ~55.000 1521.000 848.400 1333.000 448,400 1134,000. 442.400 1349,000 &42.400 1350.C00 GR 4~2.300 1378.000 442.300 1379.000 441.600 1392.000 445.500 1400.000 446.000 1410.C00 bR 446.000 1411.000 449.C00 1423.000 449.000 1424.000 452.600 1½57.000 452.600 1438.C00 GR 45e.400 1450.000 4o1.7u0 1~50.03U 462.900 1500.000 463.400 1600.000 463.800 1700.C00 GR 4~4.20G 1~00.000 46~.800 1900.00~ 465.400 2000.000 0.000 0.000 0.000 0.£00 ET O.OOC 0.000 O.OOC O.OOU 0.000 0.000 8.100 1321.000 1450.000 O.COC 58 1.05C 2.475 2.500 0.000 e6.200 6.000 15~9.350 1.850 442.400 4~2.400 Xl 15610.00G 0,009 O.OOO O.OOC 10.~00 10.000 10,000 0.000 0.000 O.CO0 X2 £.00~ O.OOO 1.C00 ~59.43G 4~1.700 0o000 0.000 O.CO0 0.000 O.CO0 x3 1C.OOG 0.000 0.~00 O.GUO 0.000 0.000 O.OOO 459,400 459,400 O.COO aT -lJ.0dO 1000.000 462.706 O.COO 1100.000 462,600 0.000 1200.G00 402.600 O.CO0 BT O.OOC 1509.000 402.800 0.030 1300.000 462.700 0.000 1321.000 462.700 459.400 BT g.OOG 1450.000 4ol.700 4~9.400 1500.000 462.900 O.O00 1600.000 463.40G O.COO BT C.OOC 1700.000 403.800 O.OJO 1800.000 464.200 0.000 1900.000 464.800 0.000 eT C.OOC 2000.000 465.430 O.O00 0.000 0.000 0.000 0.000 0.000 O.CO0 1069.730 8.100 1498.070 ET C.OOC 0.000 O.OOO O.OJO 0.000 0.000 O.CO0 461.76C ET C .UUC xl 13650.000 Xl 1SoOC.OgC GR 4~0.00~ GR ~1.750 1 16 JAN B~ P~GE Za. O00 1115.0uU 1210.000 30.000 10.000 20,000 O.GO0 0.000 O.CO0 1000.000 408,000 1020,G00 666,C00 1026,000 464,000 1038,000 402,000 1045.600 1052.000 458.C00 1C~O.OJU 456.000 1068.000 434.000 1100.000 452.000 1105.C00 1115,000 44~,C00 11S0,000 441.o00 1132,000 441,700 1158,C00 442,000 1100,C00 lZ10.000 452.000 12Z0.000 454.000 1230,000 456,000 12&0.000 460,000 1250,C00 1260.000 46~,C00 1~70.b~0 464,000 1770,000 466,000 1970,C00 0,000 O.CO0 0,000 O,OOC 0,13C 0,$00 0,000 0,000 0,000 0,000 O,CO0 0.000 0.000 O.OJO 0.000 0.000 8.100 1~70.850 1492.700 0.C00 2~.000 1102.000 1230.000 10.C00 10.000 10.000 0.000 0.000 O.CO0 1000,000 &~8.GUO 1015,C00 466,600 1025,000 464,000 1035,000 &6g,O00 10~2.COU 105~,00U eS~.CO0 1CoO.COO 656.000 1070,000 454,000 10o5,000 ~52,000 1092,C00 1102.000 &4~.~O0 1126.~00 441,800 1128.000 441.700 1154.G00 442.000 1156.[00 l~O0.uO0 452.C00 1215.000 454.000 1ZZSoO00 456.000 1235.000 460.000 12~5.C00 1255,000 462,000 1465,000 4~4,000 1765,000 4~O,OOO 1965,000 0.000 O.CO0 0.00~ O.CO0 0.000 0.000 0.000 $.100 1070.650 1495.400 O.CO0 O,]O0 0,000 O.O~O 10.600 10,000 10,000 O,O00 O,OOO O.COO 0.000 G.O00 O.OOO 0.000 0,000 8.100 1067,230 1477.760 0.~00 2~,000 10~9,000 1170,030 10.000 10,000 10,000 O,O00 0,000 O,COG 1000.000 40~,000 1010.000 400,000 IOZO,O00 4o&,O00 1030,600 4oZ.O00 1040,C00 1050.000 ~58.000 105~.000 456.000 1065.000 454.000 1675.000 452.000 1082.C00 1069.000 440.000 1195.000 441.800 1107.000 441.700 1153.000 442.000 11~5.C00 1170.000 45Z.COO 1130.030 434.000 1ZO0.O00 456.~00 1210.000 460.000 1225.~00 1235,000 462,000 1445.000 ~64,000 1745,000 466,000 1945,000 0,000 O,CO0 12:25:20 P~GE ET C.OOC Xl 15730.00C 470,006 460,000 GR 442.00(~ GR 461; ,000 NC C.O?C GT 6.00C Er O.OOC 0.070 0.650 0.100 0.300 0.000 O.GO0 0.000 0.000 O.CO0 O.O00 O.GO0 0.030 0.000 0.000 6.100 1052.000 1385.430 O.CO0 2~.,)~0 1CS,.GOO l~O.~JO ZO.O00 15.000 ZO.OGO 0.000 O.OUO O.CO0 1000.000 4~.G00 1012.00~ 466.000 1023.000 454.000 10~8.C00 ~2.000 1045.C00 105Z.000 65~.~o0 1C~O.O.~u 450.000 10~8.000 454.000 1075.000 452.000 16B2.C00 108~,000 4~Z,600 11~£,030 441,830 1104,000 441,730 1130,000 442,000 1132,C00 116J.000 45;.000 11~5.000 454.000 12Z0.000 456.000 1230.000 460.000 1250.000 a6Z.60U laoO.OOO &64.000 1730.000 466.000 19~0.000 0.000 O.CO0 0.000 0,000 0,000 0,000. 0.000 8,100 1099,000 1461,280 O,CO0 20,000 1099,000 1307,000 50,000 ~0,000 50,000 0,000 0,000 0,600 1000,000 46~,600 1055.000 4~6,000 1070,000 464,000 1080,000 4~2,000 1088,C00 1099,000 450,000 1130.000 44Z,000 114Z,000 441,850 1144,000 441,750 1170,600 1172,000 450.000 1142,000 452,000 1210,000 454,000 1287,000 456,000 1297,C00 1307.000 461,760 1317,000 462,000 15Z?,000 464,000 1817,000 466,000 2017,C00 0,070 0,050 0,100 0,300 0,000 0o000 0,000 0,000 6900,000 9700,000 11000,000 1~200,000 16)00,000 11000,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 8,100 1390,000 O. COO 0,600 O.CO0 PROFZLE SECTION J - SURVEY SECTION 10 L~NU OEVELOPEMENT FILL ON LEFT OVERBANK UPSTREAM TO MOORE ROAD. I I I I ! 16 J~,l,i ~:T 1L:ZG:~)2 ~7 Ob JO62,,'w 1 .54 PAGE Xl 16480.000 27,300 1634.G00 1722,000 8~0,000 650,000 750,000 0,000 GR 4~5.50C 1000.000 4~C.4i)0 1100.000 473.900 1gO0.O00 &?O.OUO 1300.000 GR ~59.50C 1590.,300 &58.?00 1400.000 456.3~0 1500.000 &54.900 16~0.000 GR 445.000 lo65.000 4~2.?00 16~3.030 443.800 1700,000 457.200 1722,000 Ga 4~5.60C 1900,900 455.600 ZCO0.O00 4~0,100 2100,000 455,300 2116,000 GR 4?C,UUL 2146,000 470.000 2151.000 470,000 Zl?O,O00 470,000 GR 470.000 ~00,~00 4?O,GOG ~3~2.000 0,~00 0,000 0,000 O,GO0 NC ~.07~ 0.070 gT a.OOC 7500.000 ET O.OOC O.OOO xl 1160C.000 15.000 fir 450.00C 950.000 6~ 458.7UC 1520.dOu 62 4~.5UC 1~10.000 10500.000 0.000 475.000 0 · 0'.10 11800.030 O.OOC 1610.000 ~'~0.000 155'; .OJO 1710.000 O,CO0 I S100, GOO O,GO0 1140,000 475,000 44.5,800 460. 600 0 · 000 16000.000 0.000 1000.000 11~0.000 1,561.000 1820,000 0,000 11800,000 8.100 11ZO,GO0 /.40,000 445.000 0.~00 0.000 0.000 11~0o000 1572,000 0.000 4?0.000 457.100 055,90o 4~5.400 4?0.000 0.000 0,000 0,000 1870,000 0,000 459,000 446,000 471,400 O.CO0 1390.C00 16~4.C00 1800.C00 2146.C00 22e1.C00 O,CO0 O.CO0 O.CO0 O.CO0 O. CO0 1410,C00 1590, CO0 1900.C00 ET C2.UOG 0.303 O.O00 0.000 O. C)O0 0.000 6.100 1305.000 1672.000 O.CO0 Xl 1Z9,~C.UOC 2.).000 1400. CVJG 1590.00U 600.C, 00 760.000 ]80.GO0 0.000 0.000 O.CO0 GR 47£.00C 100('}. OOu 470.000 1030.000 470.000 1070.000 /.?0.000 1090.000 464.o70 1090.£00 GR 464.00~ I 100,000 462.C00 1138.0J0 460,000 1165.000 &$8.000 1205.000 /.5~$. 000 1400,C00 GR 456.000 1495.000 4S4.000 1505.000 45g.000 1~5 Z2.000 /.50.OOO 1550.000 446.100 1550.~00 GR 45G.000 1570.000 4>~.OOO 1590.000 440.000 1710.000 462.000 1745.000 468.000 1765.C00 GR 409.200 I ~70. OOO 470.<U0 z100.0~0 O.CO0 0.000 0.000 0.000 0.000 O.CO0 O. OOU 19.U00 1000.000 1030.300 1480.003 1.595.U00 8.100 170.000 /.58.000 470.000 O.O00 1550.000 1030.000 11Z0.000 14~5.0~0 16b0.000 1321.000 O.GO0 1050.¢00 1220.000 15~0.C00 1E10.000 ET C.O0~ xl 1flSa.U06 4ZC.OOG GR 4~4.00C 45~.00C 4aC.DOC I 16 JAN 88 0.000 160.000 470.000 440.¢00 446.600 469.700 1649,000 0,000 /.65,710 458,000 460,000 0,000 o.aoo 14~o.o0o 4?o.cou 452.000 45o.o3o 0.000 180,000 1045.000 1145,000 1510,000 1685,000 O,CO0 O,CO0 1050,C00 1255,C00 1550,C00 O,CO0 PAGE ~T C.OOC u. O00 O.CO0 O.O,JO 0.000 0.000 xl 1~21C.00C 1~.00o 14~0.000 1545.030 o0.000 65.000 GR 47C.000 1000.000 470.000 lC:50.000 470,000 1045.000 GR 464.000 1085.000 462.~00 1130.0)P 460,000 1150,000 GR 450.00C 1510.000 4~6.800 15~5.000 450.000 GR 44~.00~ 1~50.000 ~69.~50 16~0.000 4?0.000 1730.000 ET C.O00 O.OOO 0.~00 0.000 Xl 1~240.000 16.000 1480.000 1553.000 GR 47~.000 1000.000 470.000 1035.000 GR 404.00£ 1090.~00 462.C00 1140.030 GR /.46,900 1530.000 450.G00 1540.000 GR 47C.00C 1700.000 O.O00 0.030 O. 000 ~0.000 470.000 460.{300 460.000 0.000 0.000 $0.000 104Z.000 1155.000 1553.000 0.000 8.100 ~U.O00 470.000 460.000 0.000 6,100 467,070 440,000 460,000 0,000 1340,000 0.~00 1050,000 1240,000 1545,000 0,000 1315.000 0.000 1042.000 1460.000 1610.000 0.000 1650,000 0,000 46.5,710 400.000 0,000 1598.000 0.000 466.000 450.000 469.900 0.000 0,000 O.CO0 1050,C00 1490,{300 1605,(;00 0 .CO0 O,CO0 O,CO0 1050,C00 15~'0,C00 1650,C00 O,CO0 ET C.OOC O,OOO O,OOO 0,090 0,000 0,000 8.100 1415,000 1670,000 O.CO0 ~1 I&3ZC,UOC 1~.000 1518.000 15~0.0J0 60,000 80,000 aO,O00 0,000 0,000 O,CO0 GR 47C.00C 1000.000 470.000 10~0.9]0 470.000 1052.000 467.090 1052.000 466.000 1062,CU0 i~ JAk ~796J0~:2*~1 5~ PaGE GR 4oa.OJC 1105.300 4~g.600 1130.000 400.000 1195.000 460.000 1450.C00 4o0.000 1510,C00 GR 4~C.UUC 1535.000 447.11)0 1S4Z.CO0 450.000 1560.000 460.C00 15~0.0U0 460.000 1670.C00 GR 47C.000 1690.000 0.000 O.G30 0.000 0.000 O.O00 0.000 O.OOO O.CO0 ET C.OoC 0.000 O.OOO 0.000 0.000 0.000 8.100 1393.C00 1583.030 O.CO0 xl 18450.000 19.000 14o5.090 1530.000 170.000 160.000 1~0.000 O.OoO 0.000 O.CO0 GR 47C.00C 1000.00~ 470.~30 1055.000 470.000 1065.000 467.200 1~65.G00 466.00G lC80.C00 GR 4~4.000 1130.000 ~62.000 1170.009 4~0.000 1740.000 460.030 15~5.G00 460.000 1465.000 GE 456.000 1~80.000 4~?.500 laVO.OOd 450.000 1510.000 450.000 1550.G00 462.000 1675.C00 GR 464.006 1700.000 406.000 17S0.090 ~68.000 1770.000 410,000 1180.000 O.O00 O.CO0 ET 0.00~ 0.000 O.CO0 0.000 0.600 0.000 PROFILE SECTLON K - SURVEY SECTION 11 LaND OEVELOPEMENT FILL ON LEFT OvERBANK ~1 1~500.00C 42.000 49S0.000 5025.000 50.G00 50.000 GR 4~?.ZO0 4050.000 484.500 4100.000 482.300 4150.000 6~ 4~C.000 4300.000 ~BO.O00 4350.000 480.000 4&O0.O00 GR 430.0')0 4550.000 480.000 ~553.000 405.990 4553.000 GR 403.200 ~?00.000 462.200 4750.000 462.300 4800.000 6R 461.600 4')10.000 451.800 6920.000 462.000 4930.000 GR ~5o.ooe 4970.000 447.600 4983.000 448.500 4990.000 GR 4ol.000 5325.000 4ol.500 5050.000 462.400 5100.000 GR 408.500 5J50.000 412.600 SZBO.O00 472.900 5290.000 Ge 4?5.9O0 5~&O. O00 47V.~O0 5~O.OOU 0.000 0.000 NC O.O00 O. 000 0,025 0.300 0.500 0.000 ET 0.00~ 0.000 O.OOO 0.000 0.000 0.000 Xl ld514.00~ 34.000 151~.000 1630.700 14.800 14.000 GR 476.90C 1000.000 47Z,900 1007,000 4?2.500 1057,000 6R 4ZC.60C 1183.000 470.500 1£~5,C00 463.~00 1255.000 GR ~?C.8OC 1407.~00 472.200 1457.000 ~72.500 1501.000 GR 458.910 1540.700 45~.566 1558.400 ~55.810 1565.650 GR 449.100 1596.950 4~9.040 1~10.C30 455.980 1625.550 GR 45~.500 1652.300 464.480 16J0.?00 415.650 1680.700 I 16 J~N 8~ 1~:~5:20 GR ET Xl BT BT BT BT BT 473.500 1807.000 473.600 1857.000 473.600 1898.000 C .OOC 0.000 0.000 0.000 0.000 0o000 PROFILE SECTION L- SURVEY SECTION 12 IMPROVED BRIDGE-' DATa UPOATE JAN. 1987 ANDERSON ENGINEERS O.S. MOORE RCaO ANDERSON ENGINEERS 18515.000 36.000 1513.000 1680.700 1.000 1.000 -Zl.OOO 1000.000 476.900 0.000 1007.000 47Z.900 C.OUC 1107.000 4/1.100 0.000 1157.000 470.900 C.OOC 1255.000 470.500 4~7,300 1258.000 470.600 fi.OOC 1457.000 472.200 0.030 1501.000 477.500 C.OOC 1565.650 473.~20 ~o9.3~0 1625.550 473.760 O.OOC 1~98.000 473.800 0.000 1757.000 473.800 8.100 ~0.000 460.000 480.000 464.300 462.300 458.500 451.500 462.300 470.600 0.000 0.000 8.110 14.000 4?1.100 463.500 454.800 457.160 4?3.800 473.300 8.110 1.000 0.000 0.000 467.300 0.000 469.760 0.000 4B95.C00 0.000 4200.000 4450.000 4600.000 4850.000 4946.000 5000.000 5150.000 5298.000 0.000 0.000 1546.850 0.000 1107.000 1258.G00 1513.000 15~8.150 1628.050 1698.000 1907.000 1546.850 0.000 1057.000 1183.000 1407.000 1513.000 1690.700 1807.000 5060.000 0.000 480.000 480.000 463.700 461.600 454.500 459.500 465.800 475.1 ~0 O.OOO O.uO0 16~6.~50 O.OoO 470.900 470.000 467.090 448.6~0 458.150 473.800 0.000 1646.850 0.000 472.500 470.600 470.800 472.340 473.050 473.500 O.CO0 O.CO0 4250.000 ~500.C00 4650.C00 4900.C00 4960.C00 5020.000 5200.C00 5!50.C00 0.000 O.CO0 O.CO0 0.000 1157,C00 1258.C00 1513.C00 15~4.450 16~0.150 1757.C00 PAGE 6 0.000 0.000 0.000 O.CO0 0.000 0.000 468.340 469.650 0.000 16 JAN 88 1Z:Zo:02 ~706JC~Z*kl 54 PAGE 7 8! C.OOC 1857.300 473.000 O.C,3O 1898.C00 473.600 GR 476.900 1000.000 472.900 1CJT.00O 472.500 1057.000 6R 470.630 1183.300 470.500 1255.000 465.300 1Z55.000 GR 470.~90 1~07.000 47~.20U 1457.0U0 4?2.500 1501.000 GE ~58.~10 1540.700 45~.~61 1556.4')0 455.~10 15o5.650 G~ 454.8~C 1~68.150 4~8.~0 15~4.450 4~9.100 1596.950 GR 469.76C 1~25.550 469.760 1~2~.0~0 457.160 1628.050 GE 468.480 1680.700 473.050 1680.700 473.800 1698.000 GR 473.~00 1~57.000 47~.600 18~8.G00 473.300 1907.000 ET C.O0O 0.000 O.OO0 0.030 U.S. MOORE ROA~ ~NOER~ON ENGINEERS 0.000 0.000 xl 14565.G00 38.000 151~.050 l~/V.oSO 50.000 50.000 ~t -Z1.00~ 1000.000 41o.900 0.900 1007.000 472.900 8T C.OUC 1107.900 ~71.106 O.U;)~ 1157.G00 470.900 a! 0.00£ 1255.000 470.50~ ~7.300 1258.000 410.600 ~? C.COC 1457.000 472.200 O.OaO 1501.000 47Z.500 aT C.OOC 15o5.200 473.300 469.300 1624.920 473.840 61 C.UOC 1698.000 473.800 O.CO0 1757.000 473.800 BT ~.OOC 1857.000 473.600 0.000 1898.000 473.~00 6R 476.90C 1000.000 47~.900 1007.000 ~72.500 1057.000 GR 470.~00 118~.000 47~.500 1255.C)C ~63.300 1255.000 6R 470.~00 1407.000 472.200 1457.000 4?2.500 1501.000 GR 458.75C 1540.150 458.470 1557.950 455.600 1565.200 GR 454.olc 1567.?00 &48.490 1553.150 4~9.100 1595.650 GR 469.6~C lo24.920 469.840 1627.4~0 457.190 1627.420 GR ~68.150 1679.650 473.3~0 1679.650 473.800 1698.000 GR 473.000 1~57.000 473.606 187~.000 ~73.300 1907.000 0.000 1.000 47Z.500 405.300 472.500 455.600 455.940 473.320 ET C.OOG 0.000 O.O00 O.GO0 Xl 18566.000 33.000 1540.150 1631.$J0 GR 47(.90~ IO00.OOU 472.900 1007.000 ~R 4~C.60C 1183.000 &TG,500 1~55.00~ GE 47C.60{ 1407.J00 47Z.200 1457.C30 GR 45U.73C 1540.150 458,470 15J/.V50 GE 4~.10C 1>95.650 44~.670 1610.~00 GR 4)~.570 1651.300 468.150 1029.650 GE ~3.50C 1807.900 473.6U0 1557.000 1 16 JAN 88 12:25:20 0.000 1.000 1057.000 1Z55.000 1501.000 1565.200 1624.920 1679.650 1~98.000 O.OOO 471.100 463.300 47~.~4n 469.320 449.040 4~8.150 473.600 0.000 8.110 50.OOU O.gO0 O. 000 467.300 0.000 469.840 0.000 0.000 471.100 463.300 472.660 409.300 448.6VU 458.Z~,0 &73.800 O. 000 8.110 1.000 471.100 463.300 47Z.~o0 454.610 457.190 413.800 0,000 1937.G00 1107.000 1258.000 1513.000 1555.650 1610.800 1630.150 1757.000 0.000 1546.320 0.000 1057.000 1183.000 1407.000 1513.000 1679.650 1807,000 1907.000 1107.000 1258.000 1513.000 1565.200 1610.400 1629.500 1757.000 0.000 1550.730 0.000 1107.000 1258.000 1513.000 1627.420 1698.000 0.000 473.300 470.900 470.600 467.090 469.320 455.980 458.500 473. 500 0.000 1646.320 0.000 472.500 470.~ O0 410.800 472.6~0 473.320 473.500 473.300 470.900 470.600 467.390 469.300 455.940 458.570 473.500 O. 000 1640.730 0.000 470.900 470.600 467.390 448.490 458.240 473.800 0.000 O.CO0 1157.C00 125e .COO 1513.C00 1568.150 1625.550 1652.300 1807.C00 O.CO0 O.CO0 O.CO0 O.CO0 0.£00 O.CO0 468.~60 469.320 O.CO0 O.CO0 1157.C00 1258.C00 1513.000 1567.700 16Z4.920 1651.300 1807 .CO0 O.COG O.CO0 O.CO0 1157.C00 1258.C00 1513.C00 1587.150 1629.;00 1757.000 0.~00' P&GE NC C.OOC O.O00 0.030 0.030 O.O00 O.O00 0.000 O.O00 0.000 O.CO0 ET ~.OOC 0.000 0.000 0.000 0.000 0.000 8.100 1300.000 1550.000 O.CO0 A~DERSON ENGINEEES SECT]ON Xl 18~U0.00C 19.000 1350.000 1500.000 34.000 34.000 34.000 O.GO0 0.000 O.CO0 GR 47~.300 1000.000 470.500 1050.000 404.500 1100.000 462.000 1150.000 462.000 1200.C00 GR 401.40C 1250.000 46C.500 1300.000 459.700 1350.000 458.300 1390.000 447.700 1406.C00 GR 447.400 142~.000 457.600 1444.030 461.000 1500.000 462.700 1550.000 464.000 1600.C00 GR 466.5dC 1650.000 469.300 16;5.000 473.400 1741.000 473.500 1750.000 0.000 0.£00 ET C.OOC 0.000 0.000 0.030 0.000 0.000 8.100 1295.000 1555.000 O.CO0 I i ! ! 16 JAb ~ 12:26:02 8706J0~2-'~1 54 PAGE 8 AflO[RSON ENGINEERS SECTION Xl 1~615.000 19.000 1350.000 1500.C00 GR 47~.50C 1000.000 4?0.5,)0 1050.000 GU 4~1.40C 1250.000 4o6.500 130G.090 GR 4G?.40C 142~.000 45?.6:]0 14~4.~J0 G~ 4o~.50£ 1650.000 4~9.50~ 1~5.000 15.000 15.000 15.000 0.~00 0.000 O.CO0 464.500 1100.000 462.600 1150.000 462.000 1200.C00 459.700 1350.000 458.300 1390.C00 44?.?00 1&06.CO0 461.G00 1500.000 40~.700 1550.000 4~4.000 1600.C00 473.400 1741.000 4?5.500 1750.000 0.000 0.~00 ET C.OOC 0.000 O.CdO 0.C_10 0.000 t.:ZS SECTION Xl 1,305C.00G 32.000 1~05.000 18o8.000 35.000 GR 482.60C 1100.000 478.3L~0 1200.000 469.200 GR ~oT.~0a 1~84.000 40o.~OO 1400.000 4~6.500 GR ~o2.300 1600.000 461.600 1100.000 462.~O0 GR 448.1~ 1853.000 4b~.GOb 1868.000 462.300 GR 472.300 2133.000 473.200 2134.000 472.700 GR ~6.40~ ZZO0.O00 4~7.000 2250.000 ~78.200 GR 476.20~ 2321.000 478.300 Z349.000 0.000 GT 6.00C 7500.000 10500.(300 11800.000 15100.(]00 NC 0.090 O. 090 0.050 O. 100 0,300 ET G.O00 O. 000 0.000 0.000 O,GO0 SECTION ADDEC t~v NDM ENGINEERS FROM COPPELL Xl C.IOC 20.000 4o5.G00 500.000 330.000 GR 418.00C 0.000 4?d.OO6 10.000 474.~00 GU 468.00C 80.000 4c6=000 190.000 404.000 GR 4~C.00~ 500.000 449.000 510.000 449.G00 GR 4~2.00C 560.,)00 464.006 6~5 ET O.OOt 0. 000 O.0OO 0.00U O.C00 S~CTION aOOEC BY NDM ENGINEERS F~OM COPPELL Xl G.2,3C 20.000 JIO.OOC 385.090 290.G00 GR 478.0UG 9.000 470.000 ~5.090 474.000 GR 468.00C 145.000 466.000 240.090 464.000 GR 468.00C 760.000 4~0.000 7 ~0.000 ET C.C JC 0.000 O.OOO 0.030 0.000 SECTION AODLC ~v NDM ENGINEERS FROM COPPELL Xl g.~OC l~.OOU 315.000 372.. 000 410.000 GR 47o.OOL 0.000 47~.000 10.000 ~72.000 GR 406.030 185.000 404.000 315.000 460.000 GR 4OC.O Jfi 362.000 404.000 372.000 464.000 GR 476.000 6~5.000 G.O00 0.0~0 0.000 I 16 J~N 8J 12:25:20 0.000 8.100 1696.5U0 1976.500 O.CO0 35.000 ~5.000 O.OO0 0.700 O.CO0 1300.000 465.200 1372.000 463.300 1376.C00 1416.000 463.400 1434.000 463.600 1500.C00 1805.000 447.500 1830.000 446.800 1841.C00 1900.000 46~.100 2000.000 467.300 2100.C00 2140.000 470.700 2157.000 475.~U0 21~5.C00 ~263.000 478.600 2284.000 477.700 2300.000 0.000 0.000 0.000 0.000 O.CO0 16500.000 11800.000 O.OO0 0.000 O.CO0 0.000 O.O00 0.000 O.BO0 O.CO0 0.000 8.100 335.000 625.000 O.CO0 TOPO 10/23187 2?5.000 510.G00 0.000 O.OOO O.CO0 25.000 472.000 ~5.C00 4?0.000 65.C00 120.000 464.000 46S.000 460.000 &~O.CO0 520.000 450.000 ~$0.000 460.O00 550.C00 655.000 470.0Q0 695,000 411.000 715.C00 0.000 8.100 172.500 522.500 TOPO 6127187 265.000 390.000 O.OOO O.OOO O.CO0 50.000 4?2.000 80.000 4?0.000 105.C00 310.000 460.000 370.000 450.200 3~O.CUO 365.000 464.000 3~5.G00 406.000 7~5.C00 785.000 474.000 602.000 475.000 810.C00 0.000 6.100 1S8.500 528.500 O.O00 TOPO 10123/87 280,000 450.000 0.000 0.000 0.¢00 35.000 470.000 50.000 468.000 100.C00 330.000 451.000 340.000 451.000 ~50.C00 475.000 468.000 O10.000 470.000 622.000 0.000 0.000 0.000 0.O00 0.CO0 PAGE ET a .O0C 0. 300 0.O00 ~OFILE SECTION M- SURVEY ENGINE6RS SASEO OK CITY OF X1 20540.000 19.000 1497.000 GR 45G.00~ 1020.000 478.000 0.000 0.000 O.OOO 8.100 1225.0U0 1595.000 O.COC SECTION 13. SECT?ON MOOZFZED BY NDM COFPELL TOPO 6127187 1590.000 370.000 350.000 540.000 0.000 0.000 O.CO0 10S2.000 476.~00 1074.000 474.000 1100.C00 472.000 1134.C00 16 JaN 88 12:20:02 dTOGJOG2*~1 54 PAGE OR 4Zd. OOC 11o0.000 4ob.GOO GR 4o0.006 151~.000 452.800 GR 4ZC.OOG 16OO.000 478.000 QT 6.000 7500.000 10500.000 ET O.0OC 9.000 S~CTION AUOEC BY NDM xl C.50C 19.000 450.G00 GR 4~4.000 0.000 482.000 GR 4Z4.0uL 123.000 GR 454.000 475.000 454.000 GR 4F4.OO~ 620.000 E[ £.OUC 0.000 0.000 SECTION AOOEE BY MOM %1 0.600 1~.000 370.000 GR 480.000 0.000 &74.000 GR 400.000 ~5.000 455.000 GR 4~4.00a 545.000 4~0.000 NC O.0gC 0.090 O.OSO ET 0.030 0.000 O.COO ANOERSON ENGINEERS SECTION Xl 21690.000 19.000 119~.000 GR 4~2.000 1000.000 480.000 OR 47Z.000 1150.000 470.000 GR 45o.~0£ 1220.000 460.000 GR ~76.000 1530.00o 4?8.000 NC C.080 3.080 G.045 QT 6.UOC 7500.000 10500.000 E! C.OOC 0.000 O.C)O SECTION aOOEE BY ND~ FROPOSEO FILL ~ STA. X1 1.000 15.000 75.0Q0 GR 4~0.000 0.000 4?8.000 GR 47~.000 76.000 &60.000 OR 4o~.000 112.000 4?G.CO0 QT 6.000 7500.000 10500.000 NC C.UdO 0.065 0.045 ET G.00a 0.OO0 O.O00 1192.000 406.000 1230.000 &66.GO0 1385.000 466.000 1497.C00 1579.000 452.000 1552.000 460.G00 1575.600 466.000 1590.C00 1622.000 480.000 16Z8.000 480.530 1653.000 0.000 O.CO0 11~00.000 15100.000 16100.000 11800.000 0.000 0.000 O.CO0 0.030 0,000 0.000 8.100 225.000 575.000 O.CO0 ENGINEERS FROM COPPELL TOPO 6127/87 5~2.030 315.000 415.000 4J5.000 0.000 0.000 o.¢oo ZS.bOO 480.000 55.000 478.000 $0.000 476.000 102.C00 1~6.000 4?0.000 196.000 458.000 250.000 460.000 &SO.COO 490.020 460.000 524.000 470,000 5d2.000 4ZZ.O00 600.C00 650.000 482.000 665.000 484.000 6dO.O00 0.000 O.CO0 0.000 0.000 0.000 8.100 205.000 455.000 O.CO0 ENGINEERS ~POM COPPELL TOPO 10123187 455.000 3~0.C00 360.000 390.000 0.000 0.000 O.COO 60.090 472.000 105.000 470.000 140.000 470.000 370.000 405.000 455.000 415.000 460.000 435.000 470.000 455.C00 555.090 U.OOO 0.000 0.000 O.OOU 0.000 O.CO0 0.00~ O.CO0 0.000 0.~00 O.OOO 0.000 O.CO0 O.OOG O.CO0 0.000 8.100 1122.500 1372.500 O.CO0 1255.000 180.0OO 300.000 325.000 0.000 O.000 0.£00 1020.000 478.000 1055.000 4?6.000 1080.000 4Z4.000 1105.C00 1190.000 460.000 1200.000 456.000 1~05.000 455.900 1210.C00 1250.030 470.000 1255.000 472.000 1395.000 414.000 1495.C00 1555.090 4~0.000 1580.000 4~2.000 1610.000 0.000 O.CO0 0.090 0.000 0.000 0.000 0.000 0.000 0,CO0 11~00.000 15100.000 16000.000 11800.030 0.000 0.000 0.CO0 O.000 O.000 0.0OO 8.100 32.000 212.030 O.C00 ENGINEERS FROM COPPELL TOPO 6127187 27Z--NO~ 140.000 510.000 500.000 530.000 O.GO0 0.000 0.~00 9.090 4?0.000 12.000 474.000 22.00C 472.000 65.C00 ~3.030 458.G00 90.000 4~?.300 93.000 458.000 96.C00 146.000 472.000 178.000 473.790 27?.000 490.000 325.000 11800.030 15100.000 16000.000 11800.000 0.000 O.O00 O.CO0 O.OUO O.CO0 0.000 0.000 0.000 0.000 O.CO0 0.000 0.~00 0.000 8.100 1260.000 1460.000 O,CO0 JAN ~ 17:Z5:20 PaGE PROFILE SECTION N - SURVEY PROPOSEO FILL @ STA. SECTION 1470--ND~ Xl Z260C.OOC 17.000 1397.000 1447.000 310.000 350.000 380.000 0.000 0.000 O.CO0 GR 4~?.700 1000.000 4~5.200 1100.00U 418.600 1200.000 474.300 1233.000 4?2.400 1300.C00 GR 473.00~ 1397.000 458.600 1412.000 459.C00 1425.000 461.500 1~55.000 474.700 1447.C00 JAN 8~ lY:2:):~ :T706JC)o2-.1 .5~, P~,GE 10 GR ~74.920 1~70.000 490.000 1515.2J0 O.OOO 0.000 O.O00 O.O00 O.OOO O.CO0 SECTION ADORe bY NDM PROPOSED FILL xl 2.QOC 21.0~0 GR 457.000 O.QO0 466.000 GR 47~.000 78.003 470.000 GR ~eG.O0~ 135.000 459.e00 GR 474.00C 188.000 476.COU GR 50C.000 790.000 0.006 O.0OO O.000 0.OO0 8.100 o6.000 246.000 0.COO ENGINEERS FROM COPPELL TOPO 6127187 2mb--NOM 173.000 510.000 540.000 570.000 0.000 0.000 O.CO0 18.000 484.000 ]].000 4~2.000 50.000 480.000 56.C00 95.000 ~74.000 108.0OO 4??.CO0 113.000 470.000 118.C00 147.030 460.000 155.000 470.000 167.G00 472.000 173.£00 225.000 477.170 266.000 &~O.O00 304.500 490.000 523.C00 0.000 0.000 0.000 0.000 0.000 0.000 0.£00 ET O.OOC O.000 0.000 0.000 ~NDERSON ENGINEERS SECTION PROPOSED FILL ~ ST~. 1335--NDM xl ~$90G.OOG 12.000 1215.000 15~5.000 x~ ~.OOC O.O00 O.~oO 0.000 GR 4~8.000 1000.000 4~2.~00 1025.000 GR ~6].OOG 1345.000 463.~00 1355.Cg0 GR 458.00C 1405.000 490.G00 1440.000 0.~00 0.000 8.100 1041.000 1~91.000 G.CO0 150.C00 $90.000 7~0.000 0.000 0.000 0.000 0.000 1~95.000 0.000 O.CO0 0.000 0.000 480.G00 1075.000 478.000 1215.C00 470.000 1325.C00 470.000 1~?0.000 480.000 1385.~00 4~6.000 1395.C00 0.000 0.O00 O.G00 O.000 0.000 0.C00 ET C.OOC 0.000 S~CTION AOOEC BY NDM FROPOSEO FILL ~ STA. Xl 3.O0C 15.00o l~O.OOO GR 4~9.u0C 0.000 4~8.CU6 GR 4~O.OOC 120.300 475.~00 GR 4ZO.O0~ ~15.000 475.000 0.00o O.GO0 0.000 ENGINEERS FROM COPPELL 10PO 61~7187 35~--ND~ 271.000 310.C00 450.000 ~.030 4a6.000 l&.O00 14~.0J0 ~?0.000 172.000 2FI.ClO 4~0.000 NC 0.080 0.005 ET O.OOC J.O00 O.COO SECTION ADOEG BY NDM PROPOSED FILL @STA, Xl 4.00C 13.000 lO0.000 GR 491.00C 0.000 ~0.000 GR 4~2.00C 16~.000 4bO. O'JO GR &7C.00C 255.000 8.100 79.000 299.000 O.CO0 465.000 O.O00 0.000 O.CO0 4d4.000 42.6U0 482.000 62.C00 464.300 I~I.GOC 464.300 196.C00 460.660 3S3.000 490.000 361.¢00 QT o.OOG ET G.OOG Xl 5.00C GR 4~1.00C GR 482.000 GR 405.906 GR 4~5.200 I 1~ JAN 8~ 7500.000 10500. OOb O.OOU O.O00 SECTION AOOEO BY NDM PROPOSED FILL ~ STA. I 6.000 '~ ~,. OOO 0.000 490.000 82.000 480.G00 155.000 58~.000 491.000 12:25:20 0.030 O.CO0 0.000 0.000 O.CO0 0.000 0.000 0.030 O.CO0 0.000 8.100 114.C00 314.000 O.CO0 ENGINEERS F~OM COPPELL TOPO 61~7187 315--N0~ 315.000 350.~00 5&O.OO0 5~O.GO0 0.[00 0.000 0.CO0 12.010 ~aS.000 48.000 486.000 ?5.000 484.000 1~5.C00 190.000 470.000 218.000 455.700 228.~00 465.700 240.C00 315.000 490.000 345.000 0.000 0.~00 0.000 O.CO0 11800.000 15100.000 15500.000 0.0gO O.O00 0.000 ENGINEERS FROM COPPELL TOPO 612718? 5E~--NDM 208.000 150.~00 160.000 25.eOo ~8g.000 ~0.000 a~.O}o a?O.O00 115.000 1~2.G00 ~$0.000 208.000 ~26.e~O 491.000 5~5.000 11800.000 0.000 0.000 O.CO0 8.100 65.000 275.000 O.CO0 1~5.000 0.000 0.000 0.CO0 486.000 52.000 484.000 78.C00 &68.GO0 153.000 465.900 14~.C00 &82.000 300.000 &84.000 555.C00 0.000 O.000 0.000 O.L00 PAGE 10 ET C.OOC 0.000 O.O00 0.000 0.000 0.000 8.100 1170.000 1&00.DO0 O.COO 16 JAN 86 12:J6:02 ~7~CJO~Z*W1 54 PAGE 11 AhOERSON ENGINEERS SECTION PROPCSEO FILL Xl 2495C.0dC 17.000 131£,COU 1390,090 170.000 150.000 270.000 0.000 0.000 0.C00 GR ½94.000 1000.000 &92.COG 1025.090 &)O.GO0 11]0.000 &88.C00 1140.000 486.000 1150.C00 GR 4~*.000 1160.000 482,G00 1180.C00 480.000 1200o000 472.000 1312.000 470.000 1340,C00 GR 4bO.4OC 1555.000 ~6~.40e 1~65.000 ~?O.CO0 1375.000 &60.CO0 l~qO.CO0 48~.000 1&lO.COO GR 4~.~30 14TO.O~O 4~U.~6(~ 14~.020 0.000 0.000 O.QOO 0.~00 0.000 O.COG ET O.~J OC 0.000 O.CO0 0.000 0.000 0.000 SECTION AODEC 6Y NDM ENGINEERS FRON COPPELL TOPO 10127187 PROPOSFO F[LL ~ STA, 51 xl 6.03C 1~.000 18~.000 2~.000 50.000 95.000 G~ ~1.000 O.O00 4 ~O.OUc T5. gO0 ~9~.000 65.000 GR 416.000 184.000 470.000 ~dS.OOn ~6.800 215.000 G~ 416.OOC 263.000 4~6.OOU ?~5.O0'J 48~.800 315.000 NC C.03C 0.063 0.045 O.OOO 0.000 0.000 ET C.OOC O.OO') 0.000 O.O]O C.O00 0.000 ~NDERSON ENGINEERS SECTION PROPOSED FILL ~ ST~. 1067, M00IFZCATION ON R[OHT ~ANK--NON Xl 250~5.00C lb.O00 1537.000 loZ7,000 45.C00 65.000 &R 4~.00C 1~17.000 4~.000 1425.000 ~86.000 1437.000 GR e8C.70C 1537.000 472.000 1550.000 467.300 1564.000 GR 478.40C 1593.O00 41~.900 16~6.000 479.2U0 1627.000 GR 490.000 1586.100 O.COb U.0O0 O.O00 0.000 ~T O.OJC O. uO0 0.000 0.000 0.000 0.000 ANOERSON ENGINEERS SECTION PROPOSED FILL @ STA. 1657, MODIFICATION ON RIGHT BANK--NON Xl 25135.00C 1~.000 15~.000 1673.000 40.600 60.000 GR ~9~.000 1325.900 ~90.C00 1417.000 488.000 1&27.000 GR 451.800 1)00.000 451.&0~ 15~4.030 475.500 1556.000 GR 457.100 1~34.00,) 478.500 1593.¢00 4?8.400 1608.000 GR 4~5.100 1~47.000 &~5.186 1657.020 490.~00 1671.500 8.100 90.~00 ~62.000 466.800 490.000 0.000 8.100 $0.000 &B&.OO0 467.100 482.900 0.000 8.100 SO.O00 486.000 4~7.100 479.eoo 0.GO0 100.000 O.GO0 90.~00 ~25.000 3~0.600 0.006 1557.000 0.000 1445.000 1572.000 1642.000 0.000 1534.000 O.OOO 1~37.000 1559.000 162~.G00 O.CO0 280.000 0.000 460.000 470.000 0.000 0.000 1627.000 0.000 483.000 467.200 483.620 O. 000 1623.000 0.000 484.000 457.000 ~9.000 0.000 0 .CO0 0.C00 170 .COO 2~5.000 0.C00 O.CO0 O.CO0 O.CO0 1500.C00 1585.C00 1667.C00 O.CO0 0.~00 O.CO0 1445.C00 1570.C00 1623.C0{J O.CO0 ET C.GOC O.O00 O.CO0 O.OJO 0.000 0.000 8.160 1100.500 1205.500 O.CO0 ANOERSON ENGINEERS SECTION PROPOSED FILL ~ STA. 1Z36, MODIFICATION ON RIGHT BANK--NOM Xl 25185.00C 2Z.O00 1120.00U 113~.0J0 50.000 40.000 50.000 0.000 0.0~0 O.CO0 GR 494.00C 910.000 &92.000 1000.000 490.000 1010.000 488.000 1030.000 486.000 1038.000 GR 4~4.000 1050.000 4~2.000 1070.000 486.000 1080.000 478.000 11~0.000 467.700 1135.800 GR 407.600 1140.000 469.000 1156.000 470.G00 1168.000 &?5.000 1176.000 478.500 1183.C00 GR 478,500 1180.000 479.~UC 12~0.~00 484.000 1220.000 484.000 1220.C00 484.000 1220.C00 GR 484.110 1230.000 490.60~ 1247.70C O.CO0 0,000 0.000 0.000 0,000 O.CO0 8.100 1172.650 1072.650 ET 0.00C O.000 O.OOu 0.000 0.000 0.000 ANDERSON ENGINEERS S~CTION I 16 JAN 88 12:25:20 O.CO0 PAGE 11 PROPOSED FILL a S[A. 1230, M00I¢ICATION ON RIGHT BANK--NON Xl 25235.00C 20.000 1079.300 1166.000 SO.O00 $0.000 50.000 0.000 0.000 O.CO0 16 JAN 83 12:20:02 570bJO~2-wl 54 PAGE 12 GR 494.000 920.000 4~.CUO 1030.030 490.000 1'010.000 GR 4~4,000 1040.000 482.000 1GbO.O00 480.500 1079.300 GR 467.900 1106.300 4bY.GOO 11~5.030 475.G00 1156.000 GR 4~1.500 1198.000 484.500 1210.000 484,500 1210.000 ET C.OOE 0.000 0.000 0.000 O.CO0 0.000 ANOERSON ENGINEERS SECTION EQTN ~ ZS2+80=EXISTING STATION 25Z+85 xl 2>2~C,00~ 1~.000 104o.300 11~3.0~0 S5.000 Z5.O00 GR 494,000 920.000 492.CU0 lOO0.O00 490.000 1010.000 GR 454.00£ 1043.~00 &~2.200 10~o.300 468.200 1061.700 GR 4~5.000 1141.000 4~O,COO 1151.000 481.000 1153.000 GR 4~5.000 1214.000 490.000 1228.000 494.000 1~39.000 ET U.OOC 0.000 ~.CO0 0.000 0.000 .0.000 ANDERSON ENGINEERS SECTION EQTN ~ 253+25=EXISIING STATION 253+35 X1 25325.U0~ 21.g00 1~2~.000 1173.000 50.000 ~0.000 GR 494.000 910.000 491.800 1000.000 487.000 10Z3.000 GR 475.00£ 1042.009 470.C00 , 1G50.000 ~7.800 GR 4~8.50C 108~.~00 469.000 1129.000 470,000 11]1.000 GR ~l.UJC 115!.000 4~,:.C00 11o~.0J0 484.C00 1173.000 GR 494.0(3C 1212.000 O.CdO O.uJO 0.000 0.000 ET C.090 O.O00 O.COO D.OOG 0.000 0.000 AhOERSON ENGINEERS SECTION EQTN ~ 253=?5=EXISIING STATION 253+85 Xl 25575.U0C 1~.000 1CO0,GO~ 1152.000 50.000 50,000 Gff 4V4,000 550.00~ 491.300 1000.000 487.000 1011.000 GR 4?5.UOe 1038.00q 4?u. OOO 10~7.0J0 468,000 1050.000 GR 4o9,000 1125.000 470.000 1127.000 475.C00 1136.000 GR 4JZ.bOC 1165.000 485.C00 1171,000 490.000 1182.000 4~8.090 4?7.930 4BO.O00 484.740 8.100 45.000 488.000 4~7.400 452.000 0.000 8.100 45.600 485.000 467.900 4?5.090 4~5.0u0 0.000 8.100 50.000 485.000 468.400 430.000 494.000 1020.000 1082.300 1166.000 1230.000 1044.650 0.000 1035.000 1069.300 1170.000 0.000 1033.000 O.GO0 1027.000 1070.000 1140.000 O.GO0 10Z6.000 0.000 1020. C00 1118.000 1146.000 1191.000 436.000 4~7.900 4d1.000 490.000 1154.650 0.000 4B~.O00 469.000 484.ooo 0.000 1163.000 0.000 480.000 467.300 480.000 490.000 0.000 1156.000 0.000 480.000 467.900 481.000 0.000 1030.C00 1094.400 1245.800 O.CO0 0.£00 10~0.C00 1130.C00 1174.£00 O.CO0 0.000 O.CO0 1037.C00 1079.~00 11~,9.C00 1~01 .[00 0.£00 U.CO0 O.CO0 1030.C00 1171.700 11~8.~00 0 .CO0 ET 0.000 0.000 O.~Ob O.GOO O.CO0 0.000 8.100 1127.500 1277.500 O.CO0 AN]~RSON ENGINEERS SECTION xl 25421.00£ 11.000 11JO.G00 1305.000 84.000 10.000 46.000 0.000 0.000 0.£00 GR 495.000 lOOJ.OOO 495.000 1130.000 489.4]0 1100.000 468.500 1147.~00 468.000 1190.C00 GR 4b~.50~ 123S.000 4~1.62~ 12~3.000 482.000 lZeZ.O00 491,750 1305.000 495,000 1305=C00 G~ 495.G00 1400.000 O.GO0 0.000 0.000 0.000 0.000 0.000 O.OOO O.CO0 0.000 8.110 SECTION 1.000 490.570 0.000 468.500 468.000 481.620 0.000 0.000 1277.500 0.000 495.000 0.000 468.300 468.500 48Z.000 0.000 0.000 1127.500 0.000 1255.000 0.000 1147.000 1190.000 1263.000 0.000 NC C.UOC 0.080 0.025 0.300 O.SO0 0.000 ET O.OOC 0.000 0.000 O.OOO 0.000 0.000 PROFILE SECTION P - SURVEY SECTION 16 DENTON TAP ROAD PROPOSED OENTCN TAP ROAD BRIDGE-DIS FACE--ANDERSON ENGINEERS Xl 25422.030 18.000 1100.000 1305.000 1.000 1.000 BT -4.000 1100.000 495.000 4o0.330 1170.000 495.000 BT C.OOC 1305.000 495.G00 491.750 O.O00 0.000 GR 495.00C 1000.000 495.000 1100.030 439.430 1100.000 GR 490.570 11~?.500 ~v0.570 1170.0~0 ~6~.200 1170.000 OR 490.470 1235.000 490.470 1237.500 469.750 1257.500 GR 491.75~ 1305.000 495.000 1305.000 495.000 1400.000 I 16 JAN 8~ 12:25:20 O.CO0 O.COO O.CO0 4O0.470 O.CO0 1167. 500 1235.C00 1 2B2.C00 O.CO0 PAGE 12 16 JAk 8~ lZ:26:02 ~706JOb2*R1 54 PAGE ET O.uOC U/$ Xi 81' Bi' C .UuC GR 495.0,)C GR 49£.320 4'~C. 5 ?C GR 491 O.OUO 0.000 0.0.30 O.GO0 0.000 FaCE PROPOSED DENTON TaP WOAD 8RIOGE--ANOERSON ENGINEERS 15.000 1100.000 1305.090 120.G00 120,000 1100.J00 4~5.000 ~O.O~O 1170.000 495,000 1305.000 495.000 4~1.750 O.CO0 0.000 1000.000 495.000 1100.000 ~9.400 1100.000 1167.500 490.320 1170.C00 468.900 1170.000 1235.000 ~90.570 1237.500 4?0.450 1237.500 1505.000 495.000 1305.G)0 495.000 1400.000 ET C .OOC 255~3.u00 495.00~ 6R 4o9.200 6R 495.000 8.110 SECTION 120.600 490.320 0.000 469.230 458.700 431.620 0.000 11Z?.500 0.000 1235.000 O.GO0 1147.000 1190.000 12b~.600 0.000 1277.500 U.000 ~95.000 0.000 469.000 4~9.200 ~82.000 0.000 O.CO0 O.CO0 490.5?0 O.CO0 1107.500 1235.C00 1282.C00 0.~00 O.OOO G.000 0.000 0.000 0.000 8.110 1127.500 1~77.500 O.CO0 11.000 1100.000 1305.000 1.000 1,000 1.000 0.000 0.000 O.CO0 1000.000 495.000 1100.000 489.400 1100.000 469.200 1147.000 ~68.700 1190.C00 1235.000 481.620 1263.000 482.000 I~B~.O00 491.750 1305.000 4~5.000 1305.C00 1400.000 0.000 0.000 0.000 '0,000 O.CO0 O.GO0 0.000 O.CO0 NC I~.ooa ET L;. OOC, STATION 0.000 8.100 25.000 480.000 469.G00 4B;~.000 0.000 0.000 0.045 0.000 0.000 0,000 O.OOO 0.000 0.000 0.000 0.000 EQUATION ~ 255+68 = EXISTING STATION i 255+85 STATION E~uATION ~ 255+68 = EXISTING STATION E 255+85 Xl 255o8.000 18.000 1C20.000 1155.000 5.~00 75,000 GR 495.000 1000.000 4W0.000 1010.000 485.600 lOZO,OOO GR 470.0.3G 1050.000 468.900 1070.000 469.000 1076.000 GR ~75.00G 112~.000 480.000 1156.000 481.~00 1118.000 GR 4So.OOO 115~.000 490.G00 1200.000 ~92.000 1310.000 0.000 1002.500 O.CO0 1030.C00 1083.000 1149.000 O.GO0 0.000 1001.500 NC G.000 0.000 0.000 0.100 0.$00 0.000 0.000 eT O.OOC O.OOU 6.000 0.090 0.000 0.000 8.100 0.000 1172.500 0.0,30 475.000 470.000 485.000 0.000 0.000 1171.500 SlAT[ON EQUATION g 256+18 = EXISTING STATION ~ 256+35 O.CO0 0.~00 0.CO0 1040.C00 1119.C00 1155.C00 O.CO0 O.CO0 0 .COG Xl 25018.000 1~.000 1C22.000 1151.000 ZO.~O0 $0.000 ~0.000 0.000 0.000 O.CO0 Ga 495.000 1000.000 490.600 1L12.030 4~5.000 IOZZ.O00 480.000 1032.000 475.000 1G42.£00 GR 47G.000 1052.000 4o9.500 1CbO.O00 ~70.000 1117.000 4?5.000 1126.000 480.000 1154.G00 GR 4J1.000 1136.000 48J.000 11~4.000 485,000 1151.000 486.000 1154.000 490.000 1225.C00 OR 492.000 1270.000 0.~00 O.OOO 0.000 0.000 0,000 0.000 0.000 O.CO0 1204.500 0.000 484.000 479.000 470.000 475.000 48b.000 0.000 1014.500 ET O.OOC 0.000 0.C00 0.030 O.C00 0.000 8.100 SIATION EQUATION ~ 250+68 = EXISTING STATION xl 25668.00C 27.000 1C34.000 1135.000 55.000 50.000 $0.000 0.000 GR 495.00C 1000.000 490.600 10~2.000 485.000 1050.000 4sS.oO0 1034.000 GR 4~3,000 1050.000 ~Z,O00 10o0.000 481.000 1066.000 480.000 1071.000 GR 478.000 107~.000 477.000 1C80.000 &?6.GO0 1082,000 475.000 1084.000 GR 409.100 1096,000 4~9.400 110&.000 469.100 1114.000 470.000 1154.000 GR 480.000 1170.000 4~1.000 1172.000 482.000 1177.000 485.000 1185.000 GR 490.000 1270.000 492.000 1295.000 0.000 0.000 0.000 0.000 I 16 JAN 88 12:~5:20 O.CO0 0.C00 1039.C00 1075.C00 1094.C00 1162.C00 1188.C00 O.CO0 PaGE 13 16 JAk da 12:26:02 $?0oj0~2,~,~1 54 PAGE 1~. E r C · 0 tlc O, gO0 C. CO0 0 · C'.)O O. GOO O, 000 8,1 O0 SIATION EQUATION & 257+14 = EXISTING STATION & 257+35 1Z08.GO0 1388.000 0.C00 Xl 2571~.00£ 17.000 1210.000 ll~o.O00 ?O.GO0 &O.O00 46.000 0.000 0.000 O.CO0 GR 4'~4,000 930,000 492,C00 lOO0,O00 490,000 1160,000 &~8,000 11~0,C00 4~6,000 1~10,000 G~ 4~.~3L 1235.000 48q.000 15~0.000 481.000 1ZSZ.O00 480.000 lZ~3.000 4?0.090 1306.~00 6~ 4~6.00£ 1351.000 475.C00 1359.000 ~90,000 1361.000 4~S.000 1380.000 4~6.000 1396.600 G~ 4~C.030 1488.000 492.0OO 14~e,000 o.coo 0.000 0.000 0.000 o.ooo O.COO ~! £,000 0.000 o.coo o.uoo 0.000 0.000 $.100 1126,500 STATXON @ 257+85 1306.5U0 STATION EQUATION R ~57+5~ = 6XISTI~G O.CO0 Xl 2575~.09C ~7.000 113~.000 12~.000 45.000 50.000 ~0.000 O.CO0 0.000 0.600 G~ 4~C.UOC 1000,303 485,C00 1112,090 450,000 1123,000 4aO,CO0 1156,000 461,000 1141,C00 GR 4Sl.UOC 1154.000 4dO.CO0 11S0.030 479.000 1166.000 4?8.000 1171.000 477.000 1173.C00 GR 470.006 11~S.000 4o9.100 1201.030 469.200 1Z09.000 &?O.O00 121~.000 &BO.O00 1250.£00 6R 48C.00C 1~4Z.900 479.000 12~5.000 478,C00 12~9.000 477.000 1256.600 477.000 1268.C00 6R 478.00G 1275.000 479.00G 1275.0J0 4BO.O00 1Z??.OOU 481.000 1279.000 482.000 1251,C00 GR ~.OOC 1289.000 49G.GO0 14lO.CO0 0.000 0.000 0.000 0.000 O.OOO O.CO0 NC C.OJG O.O00 0.04~ 0.000 0.000 0.000 O.O00 0.000 ~ 6.UOC 7600.000 19~0U.000 11900.0~0 15100.000 1~500.000 11900.000 O.CO0 ~T £.000 0.000 0.090 0.~30 0.000 0.000 8.100 1158.000 %1 ZSb2C,UOC 17,000 1~45,Cd0 1~1.090 55,C00 72,000 66,000 O,GO0 X5 C.OOL 0.003 b. O00 O.OOg 0.000 1~90.000 495.000 0.000 GR ~/0.400 1000.000 4~4.000 1105.000 483.E00 1182.000 480.000 1245.000 GR 409.)0C 1Z5~.000 468.400 1275.030 481,000 1291.000 ~81.GUO 1576.000 GR 4S0.000 1~60.000 4~6.G00 1485.000 487.000 1500.000 &88.000 1525.600 GR 490.U00 1570.000 ~91,000 15-~5,000 0.000 0,000 O.GUO O.OO0 O.UO0 0.000 13?8.000 0.000 0.000 470.000 4~0.000 ~89.000 O.OOO O.CO0 O.CO0 O.CO0 O.CO0 O.CO0 1255.C00 1555.C00 O.COC E1 O.uOC J. O00 0.000 O.O00 0.000 0.000 8.100 1045.G00 1239.1~0 O.CO0 Xl ZolZO.OOC 17.000 1C45,000 1C~0.000 450.000 Z50.O00 350.000 O.CO0 O.O00 O,CO0 X5 C.OOC 0.300 O.CO0 O.OOO 0.000 1Z75.000 &95.000 O.GO0 O.OOO O.aO0 bW 491.590 lO00.OOO aSO.CgO 1045.0J0 4?0.200 106f. OOO 470.Z00 lO$O.GO0 &85.gO0 1090.C00 GR ~4.bJC 1120.J00 483.000 1150.0)0 ~82.000 1185.000 &81.OOO 1200.000 4~1.000 1225.C00 ~R ~S2.UOC 1~40.000 483.000 1255.000 488.C00 1Z75.000 ~89.000 1385.000 490.000 1~05.C00 GR ~91.00C 1430.000 492.G00 1450.000 O.GO0 0.000 O.QO0 0.000 0.000 O.CO0 8.100 350.000 495.000 485.000 480.000 &89.GO0 0.000 ET C.OOC 0.000 O. 000 0.000 Xl 265~C.00C 18.000 lC40.000 11~0.000 x 5 g. O90 0.000 O. GOO 0.000 GR 493.500 1000. OOO 492.600 1010.000 GR 411.100 1080.000 411.100 1095.000 GR 486.000 1140.000 &~7.000 1150.000 GR 491.000 1300.000 492.000 1345.000 I 16 JAN 86 12:25:Z0 11~0.000 0.000 O.GOG 480.000 &83.000 ~90.000 0.000 O.GO0 380.000 0.000 485.600 4?5.000 488.C00 ~93.G00 1040.000 O. CO0 0.000 1040.000 1115.000 1215.000 0.000 0.000 3S~.O00 1180.000 1020.000 1100.000 1180.000 1390.000 0.000 O.CO0 O. COO 1065.¢00 1125.C00 1255.C00 O.CO0 PAGE 14 1~ JAb ~5 1Z:~b:OZ 370¢J3o?*~I 5~ PAGE 15 kC C.UTC 0°075 0.045 O.GO0 0.000 0.000 O.GUO 0.000 0.000 O.EO0 ET G.OOC 0.000 O.OOC 0.000 O.GO0 0.000 8.100 1753.000 1843.000 O.CO0 PROFILE SECTION Q - SURVEY SECIIOfi 17 Xl 26~0.000 25.000 1750.000 1826.000 360.000 300.000 X3 O.bJO 3.000 O.CO0 0.000 0.000 1880.000 GR 508.1d0 1000.000 508.400 1100.000 508.100 1200.000 GR 5L)~.6OC 1500.000 507.400 1505.000 507.200 1578.000 Gl,1 4~3.5'.)C 1700.000 &84,~00 1750.000 473.000 1262.000 GR 4~e.?OC 1825.000 490.300 1~00.000 491.600 ZO00.O00 GR 497.20C 2500.000 500.£00 2430.000 504,100 ZSO0.O00 330.000 495.000 508.500 504.100 &72.900 493.000 0.000 O.O00 0.000 1300.000 1600.000 1777.000 2100.000 O.GO0 0.000 0.000 508.800 501.800 479.000 494.700 0.000 0.~00 0.000 1400.000 1678.000 1800.C00 2200.C00 O.CO0 NC C.OS5 0.020 0.045 0,000 0.000 0,000 0.000 0.000 0.000 O.CO0 QT O.OOC 0200.000 9~00.000 10500.~3~ 13400.000 11300.000 10500.000 O.GO0 0.000 0.000 ET C.OOC 0.000 G.COC 0.000 O.GO0 0.000 6.100 1000.000 1125.500 O.CO0 Xl 2705C.000 1~.000 ICZ3.OO0 1C7~.000 185.000 110.000 165.000 0.000 0.000 0.~00 x~ C.OOC 0.000 0.000 0.000 0.000 1180.000 '495.000 0.000 0.000 O.CO0 GW ~93.JO~ 1000,003 ~b7.OO0 1023,030 473.000 1024.000 &?3.000 1045.000 ~60.300 IOSO.CO0 GR ~0.900 107~.000 ~87.300 1104.000 487.600 1116.000 489.900 1164.000 ~91.700 1264.C00 GR 4~3.000 1354.000 %94.500 14<~.0~0 0.000 0.000 0.000 0;000 0.000 O.CO0 ET O.OOC 0.000 O.GO0 0.000 0.000 0.000 8.100 )00.000 ZOZ5.O00 1200,000 1500.000 1746.000 1960.000 1992.000 Z$O0.O00 0.000 PROFILE SECTZON R - SURVEY S6CTION 17~ ENO OF FILL ON THE ~IGHT B~NK Xl 27~00.000 32.000 1926.000 1992.000 360.000 X~ G.O00 0.000 0.000 0.000 0.000 GR 509.500 lO00.OOd 506.700 1100.000 505.000 GR 495.10C 1~2~.000 49~.300 14~3.000 491,400 GR ~91.O00 171~.000 492.200 1731.000 492.000 GR 493.200 1~75.000 476,60U 1955.000 47~,600 GR 477.700 197~.000 479.300 1988.000 &67.400 GR 429.100 210J.000 499,000 2200.000 502.200 GR 500.800 Z600.OO0 50~.400 2700.030 0.000 420.000 &96.000 498,800 469.000 493.300 &73.900 489.200 504.800 0.000 0.000 8.110 140.000 0.000 499.200 492.900 491.700 &?5.000 498.500 50&.300 0.000 0,500 0,000 1~0,000 0,000 503,000 492,700 496,800 477.800~ 498.200 502.800 0.000 1585.000 0.000 O.GO0 1300.000 1600.000 1800.G00 1965.000 2000.000 2~00.000 O.OOO 0.000 1960.500 0.000 495.G00 1300.000 1731.000 1950.000 2020.000 2078.000 2400.000 0.000 NC £.000 0.000 O.O00 0.300 ET 6.OOC 0.000 0.000 0.000 Xl 27540.006 32.000 1950.000 2C?~.OOO X} 10.000 0.000 0.~00 0.00~ GR 509.70£ 1000.000 50o.230 1190.000 GR 4~4.00£ 1500.003 ~92.700 1600.00o GR 4ee,O00 1900.000 496,400 1918.000 GR 4~4.306 1~92.000 480,600 1994,~00 GR 4~C.90C 2034.000 481.900 2056.0~0 GR 500.200 2108.000 501.400 2200.0~0 6R 506.80C 2600.000 506.500 27J0.000 1 16 J~N B~ 1!:25:20 2000.000 0.000 0.000 497,000 491.500 493.000 674.400 495,2.00 506.200 0.000 0.000 2067.500 0.000 ~.98.500 496.100 493.900 480.100 475.400 499,400 505.700 0.000 0.000 0.000 140.000 0.000 1200.000 1700.000 1950.000 2002.000 2063.000 2300.000 0.000 O.CO0 O.CO0 0.000 1400.C00 1700.C00 1900.000 1970.G00 2026.000 2500.000 O.CO0 O.CO0 O.CO0 O. CO0 0 .GO0 1400.C00 1800.C00 1990,C00 2027.000 2078 .COO 2500,000 O.CO0 PAGE 1.5 10 JAk 88 12:26:02 8706JObZ,wl 54 PAGE 16 $~ 1.05C Z.$4Z 2.500 O.OOO 17.C00 4.000 1279.150 ].000 4d0.200 480.C00 ET g.OOC O.OOO O.CO0 0.000 0.000 0.000 8.110 1960.500 2067.500 O.CO0 Xl 275~0.00G 3.000 O.OOC O.O00 30.000 $0.000 $0.000 0.000 O.ZO0 O.CO0 X2 0.63C 0.000 1.000 49~.500 496.800 0.000 0.000 0.000 O.OOO C.CO0 X$ 1C.OOC 0.000 0.000 0.000 0.000 0.000 0.000 495.Z00 498.700 0.000 8[ Z.OOC 1950.000 49o.~00 ~g5.0'10 ZO?8.GO0 499.400 &~8.500 0.000 O.OOO O.CO0 #0 0.065 0.070 G.Oe5 0.100 ET G.O00 0.00) O.O00 xl 27~20.00C 32.000 lg~b. OOO lg92.000 GR 509.50C 1200.000 506.700 1100.0~0 GR ~5.10C 1~22.000 492.300 GR 4~1.60C 1713.000 492.200 GR 4~3.200 1926.000 ~76.000 1955.000 GR 477.?OC 197~.000 4?9.300 19~8.000 GR 4~9.1JC 2100.000 4¥9.000 2200.C00 GR 5~e.80C 2600.000 508.&00 0.500 O.O00 50.000 503.000 491.400 49~.000 474.600 487.400 502.200 O.CO0 0.000 0.000 50.000 1200.000 1500.000 1746.000 1960.000 1992.000 2300.000 0.000 0.~00 8.100 50.000 498.800 489.000 &93.300 4?3.900 &~9,200 504.800 0.000 0.000 1548.040 0.000 1300.C00 1600.000 1800.000 19~5.C00 2000.~00 2400.000 0.000 O. 000 1992 .uO0 I .600 497.000 491.500 493.000 474.400 495.200 506.200 0.000 O.COO 0 .COO O.COC 1400.C00 1700.C00 1900.C00 1970.C00 20~o. C00 Z500.CO0 O.CO0 NC C.UO5 0.065 0.045 0.130 0.300 0.000 0.000 0.000 0.000 O.CO0 ti C.OOC O.OOO 0.000 O.OOO O.O00 0.000 8.100 2094.9~0 2222.000 o.aoo Xl 3013C.CJC 20.000 21~G.000 2222.000 1600.000 '2000.000 2510.000 0.000 -0.100 O.CO0 GR 512.~0C 1503.000 513.000 1~00.000 512,100 1700.000 510,000 1800.000 506.$00 1900.C00 GR 501.800 2000.000 500.800 2066.G00 495.700 2100.000 · 492.400 2150.000 484.500 ?ZOO.CO0 G~ 4~.~00 2~07.000 40~.800 2212.000 502.000 2222.000 504.400 2300.000 507.100 2400.C00 GR 510.900 2500.000 511.400 2600.000 512.200 Z700.000 512.~00 2800.000 513.100 2900.~00 0.000 8.100 59.000 516.200 514.200 510.200 492.500 494.500 513.400 514.700 0.000 kC 0.000 0.000 O.gO0 0.300 ET ~.OOC O.OOg O.GOg 0.000 Xi 301~.0UC 42.000 2138.000 22~3.000 bg 517.300 1000.000 516.900 1100.000 G~ 515.30C 1500.000 515,C00 16~0.C90 GR 513.40C 2000.000 513.200 21]0.000 GR 5d2.0dC 2154.000 494.100 2156.020 GR 491.50C 2181.000 48?.200 21~4.0J0 GR ~?.10C 2221.00') 4~?.100 22Z2.000 GR 5UC.2OC 2249.000 507.~0~ ~zbO.O00 GR 514.00C 2500.000 514.400 GE 515.40C 3000.000 515,600 3100.000 0.000 2155.500 0.000 1300.000 1800.000 2138.0~0 2173.~00 2207.000 2235.000 22~3.000 2800.000 O.O00 0.000 0.000 '59.000 1200.000 1100.000 2138.000 2167.000 2195.000 2254.000 2263.000 Z?O0.O00 0.000 0.000 2245.500 0.000 515,800 513.?00 505.9~0 491.500 486.800 SOO.Z00 513.700 515.100 0.000 0.500 0.000 59.000 516.500 514.600 513.3~0 494.100 487.20U 494.500 510.400 514.500 0.000 O.CO0 O.CO0 O.CO0' 1400.C00 1900.C00 2153.C00 21e0.C00 Z2O~.CO0 22~8.£00 2400.C00 2900.C00 O.CO0 ET C.000 0.000 C.O00 0.030 O.CO0 0.000 8.110 2155.500 2245.500 O.CO0 Xl 3019~.0dC 55.000 Z1JS.000 Z2e3.OOq 1.000 1.000 1.000 0.000 0.000 O.CO0 BI 2.00C 2138.000 513.300 510.200 2203.000 513.400 510.400 0.000 0.000 O.CO0 62 511.30G 1000.000 516.900 1100.000 516.500 1200.000 516.200 1300.000 515.800 1400.C00 62 515.300 1500.000 515.000 1600.000 514.600 1700,000 514.200 1800.000 515.?00 1900.C00 GR 513.40~ 2000.000 513.200 2100.000 513.300 2138.000 510.200 2138.000 503.900 2153.C00 GR 510.400 2153.000 510.400 2154.000 502.000 2154,000 494.100 2106.000 510.~00 2166.C00 GR 510.400 2167.000 494.100 21~7.000 492.500 2173,000 491,500 2180.000 510,400 2150.G00 GR 510.400 2181.000 491.500 2181.000 487,200 2194.000 510,400 2194.000 510,400 2195.:00 GR 4~?.20C 2195.000 4~0.800 2207.000 510.400 2207.000 510.400 2208.000 486.~00 2208.C00 GR 4S7.100 2221.000 510.400 2221.000 510.400 22~2.000 487.100 2222.000 &94.500 2234.C00 GR 510.400 2234.000 510.400 2235.000 494.500 2235.000 500,200 2248.000 510.400 2248.C00 GR 510.400 2249.000 500.200 2249.000 507.200 2260.000 510.400 2263.G00 513.400 2263.C00 6R 513.70C 2400.000 514.C00 2500.000 514.400 2600.000 51~.500 2700.000 514.700 2800.C00 JAN 8~ 12:26:02 870oJ0O2-~1 54 PAGE 17 I 10 JAN 88 515.10(~ ET C.OOC Xl 3020C.00C X2 C .OOC ET 0.000 Xl 30Z01 GR 517.30C GR 515.30C GR 513.400 GR 502 GR ~91.500 GR 4~7.10C GR 500.200 GR 514.000 GR 515.40~ JAN 8~ 1Z:ZS:20 2900.000 515.400 3000.000 515.000 3100.000 P~GE 16 0.000 0.000 0.000 G.CO0 0.000 O.GO0 0.030 0.000 0.000 8.110 2155.500 2245.500 O.CO0 0.000 O.GO0 0.000 10.~00 10.000 10.000 0.000 0.000 O.CO0 0.000 O.~OO 0.000 O.O00 0.000 1.000 0.000 0.000 O.CO0 0.000 O.O00 0.000 0.000 0.000 8.100 Z155.500 ZZ&5.SO0 O.CO0 42.000 Z138.C00 ~3.000 1.000 1.000 1.000 O.COC 0.000 O.CO0 1000.000 51o.900 1100.000 516.500 1200.000 510.200 1300.000 515.~00 1~00.C00 1500.000 515.000 lo00.000 514.600 1700.000 514.200 1800.000 513.700 1900.C00 Z000.000 51~.Z00 Il00.000 513.300 Z138.000 510. Z00 2138.000 503.900 Z153.CO0 Z154.000 &9~.100 zlbB.O00 494.100 2167.000 492.500 2173.000 491.500 21~0.C00 2181.000 487.200 2194.000 487.200 Z195.000 &8~.800 2207.000 486.800 2208.C00 2221.000 487.100 22Z2.000 494.500 ZZ34.000 494.500 '2235.000 500.200 2248.C00 22~.000 507.200 2260.000 510.400 ~ZS].O00 51~.400 22~3.~00 51~.?00 2400.~00 2500.000 514.400 2600.00U 514.500 ~700.000 514.700 2800.000 515.100 ZgO0.CO0 3000.000 515.600 3100.000 0.000 0.000 0.000 0.000 0.000 0.C00 O. 000 0.000 O. 100 O. 300 O. 000 O. 000 0.0 O0 0.0 O0 0. C O0 0.000 O.CO0 0.000 0.000 0.000 8.100 Z066.950 2ZZZ.O00 O.CO0 20. 000 21 80.000 2222.0~0 49.000 49.000 49.000 0.000 0.000 O.CO0 1500.000 513.G00 1600.000 512.100 1700.000 510.C00 1800.000 506.300 1900.C00 2000.000 500.600 2006.000 495.700 ZlO0.O00 492.400 2180.000 484.500 2200.C00 ZZO?.OOU 4o&.EUO Z212.OJO 502.000 Z~ZZ.O00 504.400 2300.000 507.100 Z400.CO0 ZSO0.OO0 511.400 ZO00.O00 512.200 Z'?O0.O00 512.500 2800.000 515.100 2900.C00 0.303 U.U0O 0.000 0.000 0.000 8.100 1734.400 19Z0.000 0.£00 1~.000 1863.G00 1920.C00 750.C00 500.000 1060.000 0.000 -0.400 O.CO0 1000.000 515.300 1100.00C 512.600 1200.000 507.500 1400.00G 506.500 1500.C00 lo00.000 5~.70C 1700.000 501.800 1760.000 497.300 1800.000 491.100 186~.C00 1869.000 &~8. 300 1~?o.0~)0 509.b00 19Z0.000 511.400 2000.O0O 513.200 Z100.COO 2200.003 515.80~ Z~O0.OOO 510.&00 Z400.000 51~.800 2500.G00 O.OOO O.COC 0.000 O.OU~ 0.000 0.000 0.000 O.GOO O.CO0 0.000 0.~00 1Z:Z5:ZJ OLOSS SANK ELEV TWA LEFT/RIGHT ELMXN SSTA TOPWXD ENOST SECNO O~PTH CWSEL CRId$ WSELK £G HV HL ~ CLO~ QCH qRO~ ALOB ACH AROB 'VOL TIME WLO6 VCH VRO~ XNL XNCH %MR WTN PAGE 17 *PROF 1 CCMV= *S~CNO C.10C CEHV= 0,300 15350.000 TNIS MODEL IS BASED GN C. ANDERSON ENGRS. MODEL GRPRULT FOR THE 10 JAN ~ 12:~o:d~ 870OJ06Z*w1 S4 PA6E 13 ~:NTC~'Z TAP RD. 6RIDGE REPLACEMFNT AND THE NEW NOORE ROAD BRIDGE FDa CITY OF CDPPELL ~STER DRAINAGE PLAN. ZT IS AN UPOAT~ OF THE EX[ST. 1979 FIS NITH 19~6 EXIST, PROdECTS AND THE PROP. ~cNTC~ TAP RC. ~RIDGE [hCLUDEO AS ~LL AS SUPPLE~£NTAL CROSS S~CT[ONS AUDIO FROM TOPO P~PS. THL MO~L WILL 3E USED AS THE BASE MODEL TO STUDY THE P~OP. CREEKViEW ADO[lION ~ OEqTON TEP RD. ~NO THE ST.L&Sa RR. ON THE NC~ThiAST CORNER. NAIH~N O. ~[ER ENGRS FURNISHEE CROSS SECTIONS C.I~C.Z~C.I~C.5,1.C~2.0~I.O~4.G~5.0~aqO d.O TAKEN FRON CITI OF CU~LL ~P~ TO A~OER$ON ENGIN~R~ TO ~OD~L EXZSI~NG CONOITZONS AT T~ HOOIFICRTION ON THe RIGHT BANK FROM SEC. ~508S TO SEC. 25235 PROFILE SECTION G - SUR¥~¥ SECTION 7 1S3~0. d~ 1~.5o ~57.80 O.UO 4S7.~6 11000. 3~6. 6427. 4192. lo5. ~.OC /.3G ~.&5 ~.66 O.O70 O.OG~3lO 1ZOO. 1180. 1~00. 0 CCHV= C.30C CEHV= 0.~0 *SEC~O I~qO.OOQ 349~ OV~R~A~K A~EA ASSUMED NON-EFFECTIVE~ELLE~= ~Sa. S6 0.?0 0.00 0.00 760. l&6&. , 0. 0. 0.0~0 O.O?O 0.000 0 0 0.00 619.07 e58.90 ELREA= 459.00 4S4.80 e5~.60 1460.93 20~0.00 6ELT LINE ROAD - EOWNST~EAm SlOE PROFILE SECTION H - SUR¥EY SECTION BELTLINE ROAD llOoo. O. llOCO. 6. O. 1~o. O. 9. 0.31 o,ao 5.96 c.oo o.cTo 0.050 O.C?O 0.000 JAN 8~ 12:Z5:20 9.04 4~0.50 2. 460,S0 43~.70 1125.00 147.00 1272.00 P~GE 18 SEC~O 06PTH CWSEL CRIwS WS6LK EG HV HL q CLOB JC~ ~0~ ALOB ACH AROB VOL 11~E YLOd VCH VR05 XNL XNCm XNR WTN SL~P~ ~LOdL XLC~ XLO~R ~TR[AL IOC i ~CONT, CORAR S~ECZAL ~qlOGc Sb XK XKO~ COF~ ROLEN OL35S ~AN~ ELEV TWA LEFTIRZGHT EL~IN SSTA TOPWI0 ENDST BwP BAREA SS ELC~U ~.00 1846.80 2.~7 440.04 ELCffD 440.04 JAN 85 12:2~:~2 ~?~JO~2.~1 5~ PAGE *SECNO 15~?0.0G0 CLASS A LOW FLOW 3420 BklOGE ~.S.= EGPR$ EGLWC O.OC ~58.~5 45~.~7 BRIDGE VELOCITY=, 6.40 CALCULATED H3 J~lR GLOW BAREA TRAPEZOID AREA O.U5 O, 11000. 1847. 1820. CHANNEL AREA=, 1718. ELLC ELTRO 3495 OVER~ANK AREA ASSUMEO NDN-EFFECT[VE, ELLE~= 458.90 ELREA= 459°00 15470. dG 1~.70 058.~0 0.00 0.00 458.95 0.55 O.O5 0.00 11000. G. 110~0. O. O. 1853. O. 10. 0.01 U.CO 5.g~ C.O0 O.CZO 0.050 0.070 0.000 0.0C1472 ~0. 30. $0. 0 0 0 0.00 147.00 0 *$ECNO 15520.000 ~265 DIVI~EO FLON 15520.J0 17.00 ~58.$0 O.GO 0.00 459.26 0.96 0.11 0.21 1100u. 721. 873~. 15~3. $3~. 998. 798. ~,u1 2,1~ 8.76 1.93 C.070 0.050 0.070 0.000 441.~0 0.0G3358 50. 50. 50. ~ 0 0 0.00 656.51 0 *S£CNO 15000.00~ 3&95 OV£RtJANK AREA ASSUHEO NON-EFFtCT[VE,ELLE~= 459.40 ELREA= 459.40 460.50 ~bO.$O 11ZS.OO 127~.00 453.b0 &55o60 1~?0.98 ST LOUIS ~ SOUTHdEST~RN RAILROAD - OOkNSTREAH SZDE PaOFLLE SECTION ! - SURVEY S~CT!ON 9 ST. LUULS SOUTHWESTERN R.Ro 156C0.0C 17.18 ~58.78 C.O0 3.00 ~59.5~ 0.75 O.Zl 110U0. g. 110G0. O. 0. 1579. OD 16. 0.01 O.O0 0.96 O.uO O.UZO 0.050 0.070 0.000 0.00Z178 SO. 80. 100. 2 9 0 0.00 16 JaN 8~ 1~:~5:20 0.06 4~2.70 4. 461.70 441.6G 13Z1.00 129.00 1450.00 PAGE 19 SECNO DEPTH CWSEL CRJwS WSELK EG HV HL ~ LLO6 QCH QRO~ ALO~ ACH AROB VOL TINE ~LOB VCH VR0~ XNL XNCH XNR WTN &LOP~ XLOBL XLCH XLO~R [TRIAL JOC [CONT CORAR OLOSS BANK ELEV TWA LEFZlRIGNT EL~[N SSTA TOP~ZD ENDST SP~CZAL BRIOGE 56 XK XKOR COFQ RL)L EN D,,tC BWP BAREA 1.d~ 2.,~7 ~.".50 O.OO a,b.,'C; 6.00 1.589.55 *$bC#O 15~10.000 PRESSUR~ FLOW 400.~2 eS9.61 0.09 O. 11D0). 1589. SS ELC~U ELCHD 1.3S 44Z.40 TRAPEZOZD ELLC ELTRD AREA 1558. &5~.~O &01.70 15010.0~ 18.~0 ~60.00 ~.00 0.00 ~50.62 0.62 1.09 0.00 110U0. O. 11000. O. O. 17~7. O- 16. ~. ~1.?0 0.01 0,00 6.53 O.bO 0.070 0.050 0.070 0.000 &Al.60 13Z1.00 O. OGIOZ& 10. 10. 10. Z 0 0 0.00 129.00 1~50.00 0 *SECNO 15630.~0) 15630.0C 18.37 460.07 0.00 O.O0 460.66 0.59 O.OS 0.01 ~SO.O0 11UUU. 80?. 9559. 634. 32~. 14,4. 233. 17. 4. 450.00 0.01 ~.51 o.S) ~.72 C.U?O O.OSO 0.070 0.000 441.70 0.001300 ~0. 20. lO. 2 0 0 0.00 19~.6B I~SO.~Z 0 CCTV= Q.100 CE~V= 0.)00 *$ECNO 1So~O. dO0 15o~0. J6 18.~2 ~60.1~ Q.O0 0.00 460.68 0.56 0.01 O.OO 4S0.00 llOOU. 049. 958~. 7*9. 25~. 1511. ?SO. 17. ~. ~50.00 0.01 Z.51 ,.SA 2.?a 0.070 0.050 0.070 0.000 &&l.?O 1051.&0 0.00122¢ 10. 10. 10. ~ 0 0 0.00 194.28 1245.68 0 *SECNO 15050.000 150~3.00 16.43 460.13 0.00 0.00 460.69 0.56 0.01 O.O0 450.00 11U00. 650. 9580. 770. 259. 151~. 281. 18. &. 450.00 0.32 Z.51 O.t4 2.7~ O.O?O 0.05~ 0.~70 0.000 ~&l.?O 1051.3~ O.~O1Zlo 10. 10. 10. 0 0 0 0.00 19~.~2 d *$ECNO 15~60.~00 1506~.0C 1~.~1 ~60,01 0.00 0.00 400.76 0.75 0.01 0,06 a~O.O0 11000. 555. 9380. 1065. 191. 1262:, 331. 18. &. G50.00 O.OZ Z.90 7.~3 ~.2Z O.OZU 0.050 0.070 0.000 461.70 1069.95 0. U01653 10. 1U. 10. g 0 0 0.00 175.11 0 1 16 JaN 88 12:25:20 SECNO ~EPTH CWSEL CRIWS WSELK EG NV ML OLOSS BANK ELEV Q GLOB QCH GROB ALOB ACH AR08 VOL TWA LEFTIR[GflT TXHE ¥L03 VCH VRO8 ~NL XNCH X#R WTN EL~IN SLOP~ XLO3L XLCH XLOBR ITRIAL IDC [CO#? CORAR TOPW[D ENDST PAGE ?0 10 JA~ 88 12:26=32 8706JO~Z-.1 54 PAGE 21 CCHV= 0.10L CEHV= 0.3UU *SECkO 150~0.000 156~0.0~ 18.57 460.30 C.O0 9.~0 460.~ llOUJ. O. 11000. O. g. 1901. 0.J2 0.25 ~.79 ~.25 O.07C 0.050 O.O~lbO~ 20. 20. 15. 2 0 0 *SEChO 15730.000 15730.00 18.70 460.~5 C.O0 O.OC 400.92 110U0. C. 11000. O. 1. 2014. 0.02 0.~ 5.~6 C.~ 0.070 0.050 0.0GI708 SO. SO. 30. 2 0 0 CCHV= ~.10C' CEHV= 0.300 *SECNO 164~0.000 PRgF[LE SECT[ON J - SURVEY SECTION 1U L~ND D£VELOPEHENT FILL ON LEFT OVEqB~NK 0.52 0.03 O.OZ O. 19. 4. 0.070 0.000 441.75 0 0.00 19~.78 0.46 0.09 0.01 1. Zl. 0.070 0.000 441.75 0 0.00 Z13.05 UPSTREA# TO #OORE ROAD. 16480.00 1~.85 461.55 C.uO 0.00 461.70 0.15 0.75 0.03 11000. 1990. 5036. 3972. lZ13. 119~. 2286. ?8. 12. 0.~9 1.64 4.21 1.7~ 0.070 0.050 0.070 0.000 ~4Z.70 0.0006?4 830. 150. 650. 2 0 0 0.00 744.56 0 176~0. dC 17.53 462.53 O.O0 9.00 ~63.16 0.62 1.31 3.14 11~00. 3026. 7547. 1226. 1291. 974. 620. l?Z. $0. 0.14 Z.34 7.75 1.9b 0.070 0.050 0.070 0.000 445.00 0.00Z4~7 1160. 1120. 1~00. 2 O 0 0.00 733.13 d *$EC~O 17~0.000 17980.00 17.54 463.64 0.00 O.UO 403.84 0.~0 0.64 0.04 11800. 2523. 7697. 128G. 1381. 1815. 693. ~07. 38. 0.18 2.04 4.24 1.~5 0.070 O.OSO 0.070 0.000 446.10 0.0010Z5 600. 380. 2o~, ~ 0 0 0.00 645.54 *SECNO 1~150.000 181~0.~0 17,1~ ~63.7~ ~,00 O.OU 464.11 0.]6 O.2Z 11600. 536Z. 5519. 919. lV52. 862. 431. ZZO. 40. 0.19 2.75 6.~0 2.13 0.070 0.050 O.O?O 0.000 446.60 0.0G17~ 160. 170. 1~0. 2 0 0 0.00 $64.72 0 1 10 JAN ~8 1~:25:20 4~0.00 400.00 1050.94 1241.72 460.00 460.00 1096.51 1309.57 457.10 e5?.ZO 1390.00 2154.56 457.50 459.50 1140.00 1~73.13 458.00 458.00 1106.91 1750.4~ 4~8.00 400.00 1084.95 1669.67 PAGE 21 SECNO EEPTH CWSEL C~IdS WS~LK EG HV HL g ~LOJ QCH QROB ALOB ~CH AR08 VOL TZME YLOB VCH V£06 XNL XNCH XNR WTN SLOPb XLOBL XLCH XLOSR [TRIAL [DC ]CON? CORAR OLOSS 9ANK ELEV TWA LEFTIR[GHT ELNZN SSTA TOPWID ENOST *SEC#O 18210.000 18210.0£ 17.00 663.66 0.00 0.00 464.23 0.37 0.1Z 11~0g. 5151. 6oZ1. 1C2E. 1999. 672. &28. 225. 0.19 3.0~ o.87 2.60 C.070 0.050 0.070 0.000 0.002205 60. 60. 65. 2 0 0 0.00 0 *SECNO I~Z~U. JO0 18260.UC IO.75 663.05 0.C0 9.00 4o4.~5 0.80 0.09 11~00. ~1~5. 0869. 796. 12~£. 703. Z56. d.19 3,28 9.00 3.12 G.U~U O.O~O 0.~?0 0.000 0.0G64~1 3C. 30. $0. Z 0 0 0.00 ~SECNO 15~2g.000 18520.3C 17.10 404.~0 C.O0 ,J.OC &64.?b 0.56 1180J. ~373. 5270. 11SE. 152~. 80b. 396. 231. 0. Z~ 2.87 7.7~ 2.92 C.OT0 0.050 0.070 0.000 O.OGZ~98 80. 60. ~0, 2 0 0 0.00 U 18450.u0 17.04 46~.5~ O.o0 O.Oo ~5.15 0.60 0.37 O.2L £.95 ;~.Od ~.54 £.O?G O.OSO 0.~70 0.000 0.0C2~39 120. 130. 16~. 2 0 0 0.00 0 *$ECNO 18500.000 3~01HV CHANGED ~OR6 THAN HVIN$ PROFILE SECIION K - SURVEY SECTION 11 LaND OEV~LOPENENT PILL ON LEFT OVERBaNK 185~0.0C lo.60 46~.~0 C.00 0.00 ~o5.58 1.~8 0.20 11800. 1251. 9710. 6~9. 501. 9~9. ~06. 242. 0.21 2.50 10.5~ 2.70 O.0?0 0.050 0.~?0 0.000 0.0C~055 50. 50. 50. 3 0 0 0.00 16 JAN 65 12:zS:2g SECNO OEPTH CWSEL CRIWS WSELK EG HV HL Q ~LOS QCH QRG5 ALOE ACH AROB VOL TIME ¥L08 ¥CH VROB XNL XNCH XNR YTN SLOPE XLOSL XLCH XLOBR ITRIaL IOC ICONT CORAR 0.00 458.00 41. ~60.00 44~.80 10~8.15 575.65 1651.76 0.1~ 4~O.00 41. 400.00 446.90 1cgb.6Z 0.02 4~0.00 42. ~60.00 447.10 1100.58 5??.83 1675.41 3.01 ~00.00 44. 460.00 447.50 1110.49 591.61 0.23 462.00 45. 401.00 447.60 4608.60 568.50 5177.10 OLOSS BANK ELEV TWA LEFTIR[GHT ELMZN SSTA TOPWIO ENDST PaGE 22 CCH¥= C.30C CEHV= 0.500 *SECNO 1851~.000 3265 OIV[DEO FLOW 18514.0C 15.50 464.18 11800. 2. 11798. 0.00 0.00 465.69 O. 3. 1200. 1.50 O. O.OS 242. 0,06 4?2.34 45. 473.65 16 JAN ~ lg:~o:]~ ~7.]eJO~'* ~1 54 U.21 O.eZ 0.00Zl08 14. *SECNO 1~51~.000 9.~3 6.~] 0.070 O.OgB 14. 14. ~ O ]$70 NORPAL ERIOGE,NRO= 21 HIM ELTRD= G70.50 MAX ELLC= 18515.0L O.Zl 0.005107 O · SECNO 1~565.000 PROFILE SECTION L- SURVEY SECTION 12 IMPROVEO 5RIDGE-- DATA UPDATE JAN. 1957 O.S. qOORE ROAO ANDERSON ENGINEERS 15.&4 &64.12 0.UO ~.g0 465.75 2. 1179~. 0. 2. 1150. 0.75 10.2~ 0.00 6.07C 0.028 1. 1. 1. 2 0 3Zo50I¥IUED FLOh 3570 NORPAL BRIDGE,NaD= 21 MIN ELTRO= 473.50 MAX ELLC= U.S. MOORE ReAD 18565.0g 15.g8 464.~7 11800. 3. 11797. O. Zl 0.83 9.75 0.0CZ693 SO. 50. 0 *SECNO 18566.000 I 10 JAN 8~ 1~:25:2~ 0.070 O.OOU 4&~.08 1255.00 0 0,00 148.64 1668.4~ 469.76 ENGINEERS 1.63 0.00 0.07 472.3a O. 2~. 45. ~73.65 0.070 0.000 &&8.68 12S5.00 0 0.00 l&$.2& 1eOB.29 ANDERSON ~NGINEERS C.DO 0.00 465.95 1.48 0.14 0. ~. 1210. O. O.O0 0.070 0.026 0.070 0.000 50. 2 0 0 0.00 SECNO DEPTH CWSEL CRZWS WSELK EG HV ML Q CLO~ QCH QRDU ALOa ACH AROB ~OL TiME YLOU ¥CH Va06 XNL XNCH XNR WTN SLOPE XLO~L XLCH XLO&R [T~I~L IDC ICONT CORAR 0.05 472.66 448.49 1255.00 14~.b3 16o8.77 OLOSS &ANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENOST PAGE 3265 OIVlOEO FLOW 1&566.00 15.95 46~.42 11500. ~9. 11625. 0.~1 1.65 10.1o 0.0G1718 1. 1. 0 *$ECNO 1~000.000 ]301 HV CHANGEO MORE THAN HVINS O.O0 Q.O0 ~06.00 1.58 0.00 86. 5~. 11&4. 51. 1.74 0.070 0.028 0.070 0.000 1. 2 0 0 0.00 0.05 458.75 45. 458.57 &SA.&9 1255.00 149.52 le~8.67 16 JAN 88 12:2~i:02 87")BJ(]62*W1 5& PAGE 2,4 AND£RSON 18oG0.0C 18.66 11000. 0.~1 2.45 0.0C17Z7 *$eCNO 1~615.000 ANDERSON 18o15,00 1~,09 11JOu. Z?6C. 0,0Clb~9 15, *SECNO l~o~O,OOJ ~Z65 DIVIOED FLOW ENGINEERS SECTION 466.D6 0.00 0.00 466.4~ 0.~6 8301. 751, 1123, 1493. 387, 5.56 1.94 0.070 0.050 O.070 34. 34. 3 0 0 ENGINEERS SECTION 466.09 0.00 0.00 466.45 0.~6 8281, 759. 1132. 1498, 392o 5.53 1.93 0.070 0.050 0.070 15. 15. 0 0 0 0,06 0,56 459.70 246, 45, 4ol,00 0,000 447,40 1087,07 0,00 555,97 1641,04 0.05 0,00 459,70 247. 45. 461.00 0.000 447.40 0.00 554,96 1641,74 3501 ~tV CHANGED MORE THAN ~VZNS FIS SECTION 18650,0~ 18.32 465,82 0,~0 0,00 466,91 1,09 0.09 116~0. 2713. Bl18. 969. 085. 815. 386, 249. ~.21 2.75 9.96 2.51 0.070 0.050 0.070 0.000 0.0G~459 35. 35. 35. 2 0 0 O.OO 16 JaN ~) 12:25:20 SECNO OEPT~ CWSEL CRIWS WSELK FG HV HL Q ~LO& QCH URG~ ~LOB aCM AROB VOL T]M£ YLOS VCH V~O~ XNL XNCH XNR WTN SLOPE XLOBL ~LCH XLO~R IT~IAL 1DC ICONT CORAR 0,37 463,10 46, 462,70 447,50 1372,16 531,64 2048,16 OLOSS BANK ELEV TWA LEFT/RIGHT ELM[N SSTA TOPWID ENDST PAGE CCHV= C.1UC CEHV= 0.300 *SECNO 0.100 3501 HV CdANGED MORE THAN ~VINS SECTION ADDEO 0.1~ 18.70 467.70 11800. 2395, 8030. 0.23 1.7~ 7.12 0.002074 330. 510. O *SECNO O.ZO0 NON LNGINEERS FROM COPPELL TOPO 0.00 0.00 408.Z9 0.59 1.35 0.05 775. l~a. 1212. 402. 272. 51. 1.93 0.090 0.050 0.090 0.000 449.00 275. 2 0 0 0.00 $89.20 SECTION ADOEC BY NOq U.ZC 18,37 468,57 C.O0 11800, 943, 7571. 3480, 0.25 2.34 9.53 2.74 ENGINEERS FROM COPPELL iOPO 6/27187 0.00 469,50 0.92 1.10 0.10 403. 774, 1273, 292. 55. C.090 0.050 0.090 0.000 450,.20 464.00 462.00 82.90 672.10 464.00 464.00 133.49 lo JAN 8~ 12:2o:U2 ~?06JOb2,~1 54 PaGE 25 0.00~£3o 2o0. 390° ZbS. ; U 0 0.00 0 *SECNO 0°300 SECTION AODEC BY NOM ENGIqEERS FROM COPPELL TOPO 1012]187 0.30 19.47 470.47 O.O0 O.O0 470.99 0.52 1.45 11800. 2576. 5788. 3456. 10~1. 736. lZ88o 0.27 g.3B ?.87 ~.eZ 0.090 0.050 0.090 0.000 0.00~741 410. 450. Z~O. 2 ~ 0 0.00 *$ECNO Z~540.000 P~OFILE SECTION M - SURYEV SECTION 1~. SECTION MOOJFJED BT ENGINEERS eASEO ON CITY OF COP~ELL TOPO 6127187 205~g.~g 18.87 471.47 0.00 O.gO &71.96 0.49 0.96 11800. ~40~. 8~45. 52, 172~. 1271. ~8. 344. 0.29 1.97 o.57 1.~7 O.O~C 0.050 0°090 0.000 0.0C160~ 37G. 540. ~5£i. 2 0 0 0.00 0 *SECNO 0.500 SECTION ~OEE BY NOM E~GINE~RS ~ROM COPPELL TOPO O.~O 18,21 47Zo21 0.00 O. OO ~?~.49 0.~8 0.51 1180d. ~B19. 7Q6~. 13. 1875. 1588. O.3g ~.Oa 5.02 0.¢0 0,090 0.050 0.090 0.000 O.OGI05S 515. 435. 415. Z 0 0 0.00 0 1 16 dan 8~ SECNO CEPTH CWSEL CRIWS W~LK EG HV HL Q ~L08 ,]CH qROB ~LgB aCH AROB ~OL TIME ¥LOB VCH VRC~ XNL XNCH XNR tTN SLOPE XLOdL XLC~ XLOeR LTRZ~L ~OC [CONT CORAR 632.27 7~5.76 0.04 464.00 60. 464.00 451.00 46.47 577.33 6Z3.~0 0.00 64. 466.00 452.60 11~0.89 463.15 1604.04 0.OZ 4o0.00 68. ~70.00 454.00 114.14 457.93 602.07 OLOSS SANK ELEV TWA LEFT/RIGHT ELNZN $STA TOPWIO ENOST PAGE · SECNO doDO0 35U1HV CHANGED ~ORE THAN HVINS SECTION ADDEC ~¥ Ng~ ENGIfl[ERS ~RON COPPELL TOPO 10123187 0.60 16.87 471.87 459.~Z O.OO 473.87 Z.O0 0.86 0.51 11800. 972. 1077~. 5~. ~6~. 909. 40. 394. 0.33 Z.10 11.~5 1.~ 0.0~0 O.OSO 0.090 0.000 ~55.00 0.007394 380. 390. 300. o 1~ 0 0.00 389.9b 0 *$EC#O Z1~90.000 ANDERSON ENGINEERS SECTIO~ 21690.0C 18.Z3 4?4.13 473.10 0.9~ 476.03 1.90 2.15 0.01 11800. 424. 9982. 1394. 11~. 83&. SSI. 403. 74. 0,34 Z.41 11.96 2.~3 6.OWO 0.050 0.090 O.OOO 455.90 0,0~b~21 180. 32~. 300. 4 5 0 0o00 393.9b 0 ~SECNO 1,000 470.09 470.00 107.20 497.17 470.00 470.00 1103.35 14V7.31 1~ JAk b~ 12:20:,)2 8706JOoZ.Wl 5~ PAGE 26 3301 ~¥ C~ANGEO MORE .THAN HVINS SECTION AOOEC ~Y NDM ENGINEERS PROPOSED FILL @ STA. 277--NDM 1.0~ 19.69 4?0.99 O.00 0.00 11800. 640. 9567. 1594. 259. 0.36 2.47 ~.36 2.60 0.050 0.0025o? 51C. 530. 5OC. 2 *SECNO 22500.000 PROFILE SECTION N - SURVEY SECTION PROPOSEO FILL ~ STA. 1470--NOM FROM COPPELL TOPO 6127157 478.1Z 1.12 2.01 0.08 470.00 IOZZ. 613. 424. 78. 470.00 0.0~5 0.080 0.000 457.30 10.51 0 0 O.OO 276.11 280.el ZZ600.OO 19.37 477.97 C.O0 0.00 479.50 1.53 1.Z6 0.12 473.00 11800. 3125. 8405. 2?0. ~73. 7Z?. 87. 459. 80. 474.?0 0.37 3.5~ 11.55 3.12 C.O~O 0.045 0.065 0.000 458.60 1204.83 0.0~4556 370. 3eO. 350. 3 0 0 O.OO 274.31 1479.14 JAN ~ 12:25:20 SECNO EEPTH CWSEL CR[WS wSELK EG HV ML OLOSS ~ANK ELEV Q ~LO8 QCH QRO~ ~LOB ACH ARO8 VOL TWA LEFT/RIGHT TiME VLOB VCH VROfi XNL XNCH XNR BTN ELMIN SSTA SLOP~ XLOSL XLCH XLO~R LTR~L IOC [(ONT .CORAR TOP,ID ENDST P~kGE 26 *SECaU Z.O03 SECTION AOOEG ~Y NOM PROPOSEO FZLL el STA. r... ,,JO; 20.58 48,). 1~ C.O0 11000. u. SY 2.42 10.00 3.5Z 2.$900.000 3301Hv CHANGED MORE THA~ HVINS ENGINEERS FROM COPPELL TOPO 61Z?187 Z6~--NDM 0.O0 ~1.51 1.32 1.98 13~. 9~5. 461. 400. ~.0~0 0.045 0.065 0.000 2 0 0 0.00 3470 ENCROACHMENT STATIONS= O.O TYPE= ~OERSON ENGINEERS SECTION PROPOSED FILL a STA. 1395--NOM Z3900.00 19.51 48~.51 O.UO 0.00 483.04 11~00. 890. 10905. 5. $6~. 1804. 0.42 1.57 6.04 0.93 0.O~O 0.045 0.001505 750. 730. 590. 2 0 0 *SECNO 3.003 1395.0 I TARGETz 0.02 474.00 83. 459.60 6&.5½ 210.50 275.04 1394.999 0.53 1.45 0.08 $. 492. 88. 0.065 0.000 463.00 0 0,00 366.31 4?8.00 480.00 1022.87 1389.1~ SECTION AODEE bY NDM ENGINESRS FROM COPPELL IOPO 6127187 PROPOSED FILL @ STA. 333--NDM lb JAk U~ l~:~a:OZ ~706J0~Z-~1 5~ PA~E 27 3.,J0 16.81 685.11 0.0,.) 0.00 483.71 11~0d. 45:~. 10/.85. 851 . 274. 1599. 0.~4 1.65 0.56 2.55 0.0~0 0.045 0.0C1~05 31C. 465. 450. 2 0 0 *SEC, NO /*. 000 11000. 0.46 0.0G31~3 0 *$ECNO 5.000 SECTION ADDE0 BY NDM ENGINEERS PROPOSEO FILL a SIA. 515--NON 1~.21 483.91 0.00 0.CO 176. 11579. 45. 103. 1.71 8.25 1.95 C.C~0 $5~. 560. 5~U. 2 SECTION AODEE JAN 0.60 0.65 0.02 475.00 337. 515. 91. 475.00 0.065 0.000 464.50 50.90 0 0.00 289.45 3~0.34 FROM COPPELL TOPO 61Z7187 484.95 1.04 1.10 0.13 1&04. 23. 538. 95. 480.00 0.050 0.065 0.000 465.70 126.9& 0 0 0.00 199.79 BY NON ENGINEERS. ~ROM COPPELL TOPO 6/27/87 PAGE 27 PROPOSED FILL i~ STA. 5.0G 18.60 48.~. 58 0.00 0.~0 1180~. 118. 10776. 906. 0.~7 1.79 7.26 ~.15 0.0L19~4 13~. 145. 160. 2 0 *SECNO ~3 9. gO0 249~0.U0 11~0U. 0.48 0.001o16 0 *SLOb00.U00 11000. 0.%~ 0 AhOERSON ENGINEERS SkCTIOh PROPOSEO FILL @ STA. 1450--NDM 18.70 4~5.1o 0.00 O.OO 5505. 8105. 150. 1155. 3.08 6.98 1.77 O.C~O 17C. 220. 15C. 2 S{CTION AD~EC ~Y NOM ENGIqEERS PROPOSE9 FILL m STA. ~15--NDM IU.20 485.00 0.00 O.J0 1162. 10068. 570. ~?~. 2.47 ~.77 3.0~ 0.0~0 50. 90. 95. ~ *SECNO 250~5.000 485.34 O. Z5 0.36 0.03 480.00 1405. 421. 5/*/*. 94. 450.00 0.050 0.G65 0.000 /.65.90 70.41 0 0 0.00 300.64 371.05 ~85.73 0.57 0.3? 0.02 47Z.00 1151. 73. 554. 95. &80. O0 0.050 0.065 0.000 466.½0 1154o1~' 0 0 0.00 Z73.27 1427.46 FROM LOPPELL TOPO 10/27/87 &5~.05 1.0& 0.16 0.14 47C.00 1148. 188. 558. 96. 476.00 0.050 0.065 0.000 &66.80 60.01 0 0 0.00 ~55.59 315.60 3301 NV CHANGED MORE THAN HVINS ANDERSON ENGINEERS SECTION PROPOSED FILL @ STA. Z5085.0C 17.38 484.48 C.UO 1'180U. 381. 11099. 3Z0. 0.4~ 2.51 12.32 3.85 0.007372 45. 80. 65. 0 *$ECNO Z5135.000 leo7. MOOIFICATION ON RIGHT BANK--NO# 0.00 486.71 2.ZZ 0.32 0.)6 4~0.?0 152. 901. 83. 560. 96. 479.20 0.0~0 0.045 0.060 0.000 &67.10 1443.07 3 0 0 0.00 Z26.51 1669.58 JAN 5~ 1~:20:()? 670oJOOZ*w1 54 PAGE 3301HV CHANGED MORE THAN HVZNS ANOERSON ENGINEERS SECTION PROPOSED FILL ~ STP. 1057, MOOIFICATION ON RIGHT BaNK--NOM 25135.0C 15.41 ~B5.~1 0.00 O.O0 4~7.06 1.65 0.30 ll~UO. 7~. 10742. 31U. 271. 998. 83. 562. U.~d 2.76 10.77 3.72 O.O~ 0.045 0.060 0.000 U.U64~7 *0. Sd. ~0. 3 0 0 0.00 16 JAN d5 12:25:20 SECNO GEPTH CWSEL CRIWS WSELK E§ aY HL Q CLO~ QCH QRU6 ALO~ ACH AROB VOL T[M£ ¥L03 VCH VRO~ XNL XN£H XNR WTN SLOP~ XLOSL XLCH XLOBR ZTR[~L lOC [CONT COR&R t,1. Fi6 451.40 96. 479.00 &67.00 1439.37 21d.31 1657.65 OLOSS 3ANK ELEV TW~ LEFT/RIGHT EL~ZN SSTA TOPWIO ENDST ~8 eSECNO 251~5.009 ANDERSON ENGINEERS SECTION PROPOSED FILL a STA. 1230, MODIFICATION ON RIGHT BaNK--NOM 25185.0C 18.35 485.98 C.bO O.OO 487.Z$ 1.29 0.18 115U0. 1277. 9668. 8~5. ~01. 972. 216. 565. 97. 0.00Z?~7 50. SO. 40. Z 0 0 0.00 197.5b O *$ECNO 11~00. O.a9 O.0Clo50 0 *SECNO ANO~RSON 25280. dG 19.45 11dUO. ZO. 0.49 1.11 0.00108G eSECNO ANDERSON 25525.00 19.77 0.49 0.C1 O. OOU9oO SO. 0 *SECNO Z5375.000 A~D£RSON ANOERSON ENGINEERS S~CYION PROaOSEO FILL ~ STA. 1230, qOOYFXCaTION CN RIGHT B&NK--NON 18.6~ &86.53 0.00 0.90 487.4~ 0.89 0.10 0.04 509. 107~5. 680. 189. 135~. 257. 565. 97. 1.9~ 7.91 2.67 C.O~O 0.045 0.060 0.000 &67.90 50. 50. 50. 2 0 0 0.00 208.03 ENGINEERS SECTION EQTq ~ J52+8O=EXISTING STaTZON 25~+65 486.~5 0.00 0.30 487.50 0.65 0.06 0.02 11~86. 3~3. 1~. 17Z6. ZOS. 567. 91. 6.00 1.92 C.U~O O.OaS 0.060 0.000 &67.40 45. ~5. 2 0 0 0.00 181.$0 ENGINEERS SECTION E~Tq g ~5~+25=EXISTING STATZON 253+55 481.07 O.O0 O.OO ~87.56 0.50 0.05 0.02 11760. 00. O. 20?5. 44. 569. 91. 5.~6 1.35 0.030 0.045 0.060 0.000 467.30 45. 30. Z O 0 0.00 170.71 ENGINEERS S£CTION k~l~ , ~53=75~EKISTING STATION 253+85 487.14 ~.00 3.00 487.61 0.48 0.05 0.00 ~78.00 ¢78.50 1035.08 1255.64 ~80.00 10Z7.35 1Z$5.38 482.20 481.00 1057.88 1219.18 487.00 1022.67 119~.55 491.30 16 JAN 85 12:26:02 8706J062,~1 54 PAGE 11600. G. 11800. O. O. 2131. OD 571. 0.~9 0.~0 J.54 0.00 0.0~0 0.04S 0.060 0.000 0.000V56 50. 50. SO. I 0 0 0.00 SECNO CEP[H CWSEL £RIWS ~S£LK EG HV HL Q CLO~ QCH QROD ALOB ACH AROB VOL TI~[ VL0~ VCH VRD~ X~L XNCH ~NR NTN ~LOPE XLOSL XLCH XLOBR [T~IAL ~OC ICONT CORAR 97. ~90.00 467.90 1~16.49 159.19 1175.68 OLOSS BANK ELEV T#A LEFIlRZGHT EL~IN SSTA TOP,ID ENOST PAGE Z9 *$ECkO ZS&g1.00d ANOERSON ENGINEERS SECTION Z5421.0C 19.34 487,34 0.00 0.00 487.66 0.33 11aoo. o. 11~00. O. 0. Z560. O. 0.50 0.00 4.ol 0.00 0.0~0 0.0~$ 0,060 0°000641 34. 46. 10. ~ 0 0 CCHV= C.30C CEHV= 0.500 *$ECNO Z54ZZ.O00 ]Z6J OIVIOEO FLO~ 3~70 NORMAL BRIDGE,NRD= & ~IN ELTRD= 49S.00 ~AX ELLC: 0°04 0.01 495.00 574o 98. ~95.00 0.000 468.00 1104.70 0.00 189.88 1294.59 PROFILE SECTION P - SURVEY SECTION 15 DENTON TAP ROAD PROPOSED DENTON TAP ROAD 6RIOGE-~/$ FACE--ANDERSON ENGINEERS SECTION Z54ZZ.,3C 19.32 487.32 0.00 0.~0 487.08 0.36 O.00 0.01 11~00, O. 11~00. 0. 0. 2465. O. 574. 98. 0.50 0.00 ~.79 0.00 O.O~O 0.028 0.080 0.000 &68.00 O. O00~Zl 1. 1. 1. 1 0 0 0.00 184.~5 0 *SECaO ,'554Z. 300 3265 OIVIDEO FLOH 3570 NORMAL ERIOGE~NRO= & MIN ELTRO= 495.00 ~X ELLC= 491o75 UIS FACE PROPOSED OENTON TAP ROAD ZSS4Z.3C 18.66 487.]6 0.00 0.00 11800. O. 11800. 0.SC 0.00 4.94 O.00 0.080 0.000461 1ZO. I~U. lZO. 0 · SECNO 25543.000 Z55~$.00 18.70 487.40 C.O0 0.00 11800. O. 11~00. O. O.>C 0.G0 ~.75 0.0J 0.080 BRIDGE--ANDERSON ENGINEERS SECTION &87.74 0.38 0.05 0.01 ~3~6o O. 581o ' 0.028 0.080 0.000 468.?0 0 0 0.00 184.91 487.75 0.35 0.00 0.01 2486. O. 581. O.OZ8 0.080 0.000 &68.70 495.00 ~95.00 1~94.57 495.00 495.00 1104.74 1294.65 495.00 495.00 1104.6S O. 0~02 ~ 1 · 0 I lb JAN ~ 1Z:2~:23 1. 1. 2 0 0 0.00 190.10 SECNO CEPTH CWSEL CRIWS NSEL~ EG HV HL OLOSS 6~NK ELE¥ q CLOB QCH QROB ALOE ACH ARO8 VOL TWA LEFT/RIGHT TIME ¥L05 VCN VeOfi XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO6L XLCh xLC~R ITRI~L IOC ICONT CORAR TOPWID ENOST PAGE 3O STATION EQUATION SIATION EQUATION 25568.JC 18.37 487.27 11800. 3. 11Z8~. 0.5~ 0.06 6.41 O.OOlZ~5 5. 25. CCTV= C.IOC CEHV= 0.3b~ =SECNO Z5o1~.000 255+6~ = C.O0 ¥. 0.bE 75. SI:~TION ECUATIUN & ~56+1~ = 6xISTLqG STATION @ 255+85 EXISTING ~TATION ~ Z55~85 0.00 4~7.91 0.6& 5. 18~8. 14. O.C~0 0.045 0.080 2 0 0 Cx[STINI~ STATION @,256+55 0.01 0.14 485.00 58Z. 98. ~85.00 0.000 463.90 1015.46 0.00 155.89 1171.35 gSola.gc 17.76 487.28 C.UO 0.0O 4fl8.00 0.72 0.07 11803. 4. 117~. 13. 5. 1731. 20. 584. 0.51 0.71 6.~1 0.~5 0.050 0.045 0.~80 0.000 0.0G1454 30. 50. ~0. Z 0 0 0.00 *$ECNO 25Ob~.000 EXISTING STATION ~ 256+85 ~IAT:ON EQUATZON ~ ~5e+65 = 0.02 ~a5.O0 9~. 485.~0 469.50 1017.44 159.30 11~b.74 25668.06 18.32 ~87.42 g. O0 9.00 ~88.06 0.66 0.07 0.01 4~5.00 11~00. lO. 117oe. lb. lC. 1801. 26. 586. 99. 485.00 0.51 1.1Z ~.53 C.69 O.O~O 0.3&~ 0.080 0.000 469.10 1GZ6.13 0.001519 55. 50. SO. 2 0 0 0.00 190.96 1217.09 EXISTING STATION ~ 257+35 *SECNO 2571~.000 STATION EQUATION ~ 257+1& = ZS?14.0C 17.41 487.41 0.00 O. JO 488.Zl 0.80 0.09 11~00. 11. 11770. 19. 15. 1655. 25. 588. 0.51 0.75 7.20 0.75 C.O~O 0.045 0.080 0.000 O.OOZ577 70. 4o. 40. ? 0 0 0.00 16 JAN 88 12:25:20 0.04 486.00 99. ½86.Q0 470.00 1188.86 233.07 1421.95 PAGE 31 SECNO CEPTH CWSEL CRIWS wS6LK EG HV HL OLOSS BANK ELEV Q CLO~ QCH QR06 ~LOB ACH AR08 VOL TWA LEFT/RIGHT TZHE ¥L06 VCH YRC~ XNL XNCH XNR MTN EL~N SSTA SLOPE XLOBL XLCH XLO~R ~TR~AL IOC [CONT CORAR TOP~ZO ENOST *SECNO 75754.300 SIATION EQUATION ~ 257+54 = EXISTING ST&TION 25?+85 25754.00 la.45 487.55 O.GO 0.00 4~8.30 0.75 0.09 0.01 11~00. 836. 10659. 105. 347. 15U5. 86. 590. 99. 0.51 2.41 7.21 1.22 0.080 0.045 0.010 0.000 469.10 0.0C1~56 45. 40. 3U. Z 0 0 0.00 296.13 *SECNO ~5~20.000 3470 ENCROACHMENT STATIONS= 0.0 1490.0 TYPE= 25820.00 19.38 487.78 0.00 0,90 488.45 11~00. 1~45. 6161, 4294. o71. 713. 0.51 2.33 J.o4 3.19 0.0~0 0.045 0.002224 55. 66. 72. £ 0 0 *SECNO 20170.000 3301 HV CHANGED MORE THAN HVINS 3470 ~NCROAChMENT STATIONS= 0.0 1Z?5.Q TYPE= 26170.0G 18.OZ 488.22 0.00 0.00 ~d9.69 1190U. 420. 7550. 3930. 12~. 639. 0.52 3.26 11.~1 ~.07 0.0~0 O.O&5 0.004876 ~50. 350. ~0. 2 0 0 · S£ChO ~6550.000 3470 ~NCROACHMENT STATIONS= O.U 11~0.0 TYPE= ZoSSO.OO 18.75 489.85 O.O0 9.00 491.39 11900. 321. 113~?. 232. 104. 1112. 0.54 3.OQ 10.20 2.24 0.080 0.0~5 0.0G~143 3~0. 3~0. 350. 0 0.0 18.~,(3.0 TYPE= 3470 ENCROACHMENT STATZO~S= 16 JAN 83 12:25:29 4~1.00 481.00 1054.80 1350.95 I TARGET= 1489.999 0.67 0.1S 0.01 400.00 1348. 593. 100. 481.00 0.080 0.000 468.40 1067.55 0 0.O0 427.45 1490.00 1 TARGET~ 1274.999 1.47 1.00 0.24 440.00 967. 609. 102. 485.00 0.080 0.000 470.20 1013.63 0 0.00 261.37 1275.00 1 TARGET= 1179.999 1.55 1.68 O.OZ 465.03 104. 621. 104. 486.00 0.080 0.000 671.10 1013.93 0 0.O0 166~07 1180.00 1 TARGET= 1879.999 PAGE 32 PROFILE SECTION q - SURVEY $6CEION 17 16 JAt, 82 12:)6:,]2 ~70eJO32*W1 5.~ PAGE g68EO. JC 1~.1Z 491.G2 C.O0 '3.90 492.92 11~00. 357. 11131. a37. 111. U.)4 2.9~ 11.41 2.~ C.~70 0.045 0 *$EC~O 3670 ~NCROAChMENT STATIONS: O.O 11~0.0 TYPE= ZTU50.OC 1~.71 691.71 0.00 0.00 49S.87 10500, 135. 8~46. 1419. ~1. 707. U.55 3.~2 12.65 4.17 ~.0~5 0.0~$ O. OGTG58 185. 165. 110. 2 U O *SECNO ))01HV CmANGED MORE THAN HV[NS 5&70 ~NCRO~CNMENT STATIONS= 0.0 2025.0 TYPE= PAOFZLE SECT[ON R - SUrVeY SECTZON 17A ~ND OF FILL ON THE RIGHT ~NK ZT~G0.JC 20.80 ~9~.ZO 0.00 0. O0 ~95.27 1~O0. ~$2o, 690S. 260. 1~1g. 9~1. u.~? 2.19 7.34 2.2~ C.OS5 0.04S CCHV= C.30C CEHV= *S£CNO 2?Sa0.O60 ~)01HV CHANGED MORE TH&N HVINS 3&95 OYER~ANK AREA ASSUMED NCN-EFFECT IVE, ELLE~= ZTSAO.OG 19.68 &9~.68 0.00 O.Og 495.99 10)00. C. 10500. O. O. 1141. 0.57 O.0J g.20 0.03 0.0~5 0.045 0.0G3846 140. 140. 140. ~ 0 16 JAN 88 12:25:20 SECNO 0EPTH CWSEL CRIdS wSELK £G ~ CLOB ~CH gROg AL')B ACH T~M~ VLOB VCH VRO~ XNL ~NC~ SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1.90 1.~2 0.11 454.e3 162. 631. 105. ~a.70 O.G?5 0.000 472.90 171~.26 0 0.O0 165.74 1~80.00 I TARGET= 1179.999 2.16 0.88 0.08 4~7.G0 340. 655. 106. ~86.W0 0.070 0.000 &75.00 1005.79 0 0.00 174.21 11~0.~0 I TARGET= 2024.999 0.58 1.25 0.16 495.20 117. 651. 109. 4~?.~0 0.070 0.000 475.90 1425.01 0 0.00 598.81 2023.82 495.00 ELREA= 498.50 1.31 0.)5 0.37 496.80 O. 657, 110. a99.~0 0.070 0.000 &75.00 1950,00 0 0.00 107.17 2057.17 HY flL OLOSS BANK ELEV AROB VOL TWA LEFT/RIGHT XNR UTN ELMXN SSTA ICONT CORAR TOPWZO ENOST PAGE 33 SPECIAL BRIOGE 16 JAk 88 1Z:ZG:OZ SB XK XKOR *SECNO 27570.000 CLASS A LOW FLOd 5&gO ~R£EGE W.S.= 0.0~ 496.23 J?Q6JG32*w1 54 COFQ RDLEN ~C BWP 2.50 0.00 17.00 4.00 &93.65 BRIOGE VELOCITY=, 1&.45 H3 ~WEIR QLOW BAREA 0.24 ~]. 10500. 1279. PAGE 8AREA 1279.15 33 SS ELCMU ELCHO 3.00 480.20 489.00 CALCULATEO CHANNEL aREA=- TRAPEZOIO ELLC ELTR0 AREA 1243. &93.50 496.~0 717. ~½95 OVERBANK AREA ASSUMED NCN-EFFECTIVE,ELLER= Z7570.0C 19.72 &94.92 C.UO O. OC 10500. G. 105C0. U. O. 0.57 O.OO ~.16 0.00 0.005 0.0C37~8 30. 30. 30. 0 0 CCHV= C.10C CEHV= 0.300 *$ECN0 27020.000 27020.0~ 20.12 10500. Z727. 0.57 2.32 0.00Z4~3 50. 0 CCHV= C.IOC CEHV= *SeC~O 3C130.000 30130.00 18.46 10300. ~495. U.~5 5.21 0.0C40~C 16~0. 0 CCHV= C.3OG CEH~= aSFCNO 501~9.000 1 16 JAN ~8 12:25:20 495.20 ELREA= 496.23 1.30 114o. O. 0.045 0.070 0 0 ~95.62 C.OU 0.00 496.43 0.81 753U. 2&4. 1174. 896. 96. 3.40 2.54 C.O~ 0.045 O.O?O 50. ~0. ~ 0 0 0.300 50Z.18 0.00 O.O0 503.30 1.13 600~. O. ~62. 552. 1. 10.31 0.39 O.Ua5 0.045 0.065 2510. 2C00. 2 0 0 0.500 SECNO ~EPrh CWSEL CRIWS WSELK Q GLOB QCH QROd ALOb TIME ¥L06 VCH VROB XNL SLOP~ XLOSL XLCH XLOBR ~TRIAL EG NV ACH AROB XNCH. XNR TDC ~CONT &98.70 0.23 0.00 497.00 658. 110. 499.60 0.000 475.20 1950.00 0.00 107.24 2057.24 0.15 0.05 494.80 660. 111. 489.00 o 0.000 ~75.50 O.OO 590.70 2CZ0.86 6.78 0.09 492.30 742. II?. 501.90 0.000 &83.?0 1989.39 0.00 Z41.63 2231.0~ HL OLOSS BANK ELEV VOL TWA LEFT/RIGHT BTM ELMIN SSTA CORAR TOPHIO ENOST PAGE 3501HV CuANGED MORE THAN HVINS 3016~.UC 15.3~ 502.14 lC500. C. 10500. 0.65 0.00 10.57 0.U0 0.0~ 503.88 1.73 O. 0. 9~4. O. C.~G C.Uc5 0.045 0.065 O.Z7 0.30 513.30 744. 127. 513.40 0.000 486.80 Z153.95 O.OG~I~ 5~. ~. 5~. 2 0 0 3265 gIVIDLO FLO~ 3370 NORMAL ~RIDGE~NRD= ~ MIN ELTF,~: 513.50 MJ),X ELLC-- 510.40 3019d.0C 15.17 501.~7 0.00 0.00 504.U6 2.09 1G508. 0. 10500. 0. 0. 905. O. ~.o5 0.00 11.ol C.03 G.O~5 0.045 0.065 0.021580 1. 1. 1. Z 0 0 0 *$EC~O $0200.000 3265 DIVIDED FLOW .T570 NOkt~,L ~RIOGE, NRD--- 2 NIN FLTRO= L~13.30 MAX ELLC= 510.40 PAGE 0.00 302GO.OC 15.59 50~.39 0.00 0.00 504.32 1.92 0.20 1GSOO. C. 1UJ~g. O. O. 943. O. 744. 0.65 0.00 11.13 0,~0 C.0~5 O.O&5 0.065 0.000 0.0193~3 10. 10. 10. 2 0 0 0.00 0 302C1.00 16.1~ 502.9~ 0.00 0.~0 504.~ 1.48 0.01 1C5U0. O. 105C0. O. O. 1077. O. ?44. 0.05 O.OJ 9.75 O.O0 0.055 0.045 0.065 0.000 0.0~4059 1. 1. 1. 3 0 0 0.00 0 1 16 JAN SECNO cEPTH CWSEL CRI~S aSELK EG HV HL Q CLO~ QCH ~RO~ ~LOB ACH &ROB VOL TZHE ~LOb VCH YROB XNL XeICH XNR NTN SLOP~ XLOBL XLCH XLOBR ITR~AL lOC ICONT CORiR 34 99.13 2252.05 0.01 0.18 513.30 744. 127. 513.40 0.000 486.80 2154.04 0.00 90.74 Z251.79 0.05 513.30 127. 513.40 486.80 Z154.00 0.13 513.30 1Z?. ~13.40 48~.80 2153.~ 99.89 2255.37 OLOSS BANK ELEV TWA LEFTIR[GHT ELNIN SSTA TOPWID ENDST PAGE 35 CCHV= ~.lOC CEMV= 0.300 *$£CN0 5C250.000 3501 HV C~ANGEO ~ORE THAN H¥INS 30250.00 ZU.22 504.02 0.00 O.0O 504.68 0.66 10500. 5056. 5372. 72. 1230. 6~6. 67. 0.55 4.11 8.19 1.06 0.0~5 0.045 0.065 0.00~18G 49, 49. 49, 2 0 0 0 *$ECNO 31310.000 0.14 0.08 &9Z.40 746, 128. 50Z.O0 0,000 483.80 1950.48 0.00 337.44 2287.92 I ! I I I 16 JAb 88 12:2§:02 PAGE 31110.00 18.35 506.15 0.0~ g. O0 506.65 0.50 1.95 0.02 10500. 0289. 4711. O. 1515. 5?&. O. 785. 134. O.TB &.15 7.5~ C.O0 0.065 0.045 0.065 0.000 487.$0 0.00Z197 750. 1OEO. SO0. Z o 0 0.oo 419.08 JAN 88 1Z:ZS:20 490.?0 S09.ZO 1494o63 1913.71 THIS RUN EXECUTED 16 JAN 88 HEC2 RELEAS~ OATEO HOV 76 UPDATED MARC 1982 ERROR CORR - 01,02,03,06,C5 MODIFICATION - 5 0,51,5Z, 53,5~, 55 T1 G~6PEVINc CREEK, COPPELL~ OALLA$ COUNTY~ TEXAS. FZS IO0-YEAR DISCHARGE TZ ~xT~NOEO FLO00 INSURaNC~ STUDY ~IEflCROACHMENTS--PROP* FILL 1~ G~AP~VZN~ C~EEK FIL~: ND~P~ET1 ND~ ENGZN~ERS 1115188 dl ICH~CR ~:~g aZaV ZOIR STR~ M~TRZC HVZNS Q wSEL F~ O. ?. O. d. O.3CQ0OC O.00 O.0 ,3. ~$?.090 0.CO0 JZ NPNOF IPLOT PRFVS XSECV XSECH FN ALLDC [BW CHNZM ZTRACE 15.OOU G.COC -1.COO ~.000 O.O00 0.000 0.000 0.000 O.gO0 COO00 I 16 JAN SECNO ~cPTM CWSEL CR[aS WS~LK EG ~V ML OLOSS 6ANK fiLEV q CLOU QCH QROe &LO~ ACH ARO8 VOL TWA LEFTIRIG~T TZM£ ¥L06 VC~ VR0~ ~NL XNCH XNR UTN EL~IN SSTA SLOPE XLOSL XLCH XLO~R [T~ZAL IDC [CONT CORAR TOPgZD ENDST PAGE '56 12:25:40 PAG~ 37 *PROF 2 CCHV: 0.10C CEHV= O.3OO *$ECNO l~SU.O00 ~&?O ENCROACHMENT STATIONS= 11~?.5 19o7.5 TYP~= I TARGET= 820.000 T~IS MODEL IS BASEO ON C. ANOERSON E~GRS. MODEL GRPRULT FOR THE DENTON TAP RO. 6R[DGE REPLACEMENT AND THE NEW MOORE ROAD BRIDGE FOR CITY OF COPPELL PASTER DRAINAGE PLAN. IT IS AN UPOAIE OF THE EXZSTo 1979 FZS WITH 1956 EXZSTo PROJECTS AgO THE PROP. O~NTGN TAP RD. BRIDGE INCLUDED AS WELL AS SUPPLEMENTAL CROSS SECTIONS I I I I I ! I ! 16 JAN 11000. aDDED FRO~ TEPO MAPS. THE ROOEL WILL 3E USEO AS THE BASE NODEL TO STUDY THE PROP. CREEKVIEW ADDII[0N ~ DENTON TAP RD. AND THE ST.L&SW RR. ON THE NORTheAST CORNER. NATHAN O. ~AIEk ENG~S FURNISHED CROSS SECTIONS C.1/C.2,O.3~C.5,1.0,2.0,3.0,4.C/5-O~aND 6.0 TAKEN FRON CiTY OF COPP~LL MAPS TO ANDERSON ENGINEERS TO MODEL EXISTING CONO~TIONS aT THE C~EEK V:Ea SITE. DLJ & gD~ 1/1~/88 PROPOSED FILL kZTN ENCROACHMENTS MODIFICATION ON THE ~LGHT BANK FROM SEC. 250&S TO SEC. 25235 PROFILE SECTION G - SURVEY S~CTION 7 lo.3a S57.69 O.O~ ~57,~6 ~58.49 0.80 0.00 0.00 3o9. 6660. 3~e. 15~. 750. 1Z68. O. O. g.39 8.89 ].05 ~.C7C 0.050 0.070 0.000 4&1.~0 12~b. 11fl~. 13~0. 0 ~ 0 0.0~ 505.45 CCHV: O.$OC CEHV: 0.500 *SECNO 15~40.000 3~70 ENCRO&CF~ENT STATIONS: 3~95 OVERBANK AREA ASSUMED 1125.0 1;'/'Z. 0 TYPE=. I TARGET= 147.000 NON-EFFECTIVE, ELLEA: 458.90 ELREAz &59.00 ~ELT LINE RORC - COwNSTREaM SIDE PROFILE SECTION H - SURVEY SECTION 16 JAN 8~ 12:25:20 6ELTLZNE ROAD 4s4.eo 454.60 14~Z.07 19~7.50 PAGE 38 15440.0C 1~.6Z 45~.32 11000. O. 11000. Q.01 0.00 5.98 0.0C1503 25. 90. SPECIAL BRIDGE SB XK XKOR I .05 Z.~I *SECNO 15470.000 CLASS A LOW FLOW 3420 8RIOGE U.S.= EGPRS EGLWC 458.24 O.O0 455.~5 458.87 0.55 O. 9. 1841. O. 0.00 0.07C 0.05:) O.C?O 350. 2 0 0 COFQ ~ULEN 6aC 6~P 2.5C 0.0~ 57.0C 6.00 BRIDGE VELOCITY:, 6.42 :4WEIR QLOW 6AREA 0.31 0.07 450.50 8. 2. 10C000.00 0.000 439.70 11~5.00 O.00 la?.00 lZ?Z.O0 BAREA SS ELCHU ELCHD 1846.80 Z.37 440.04 440.04 CALCULATED CHANNEL AREA=, 171&. TRAPEZOID ELLC ELTRD AREA I ! ! I 16 JAN 88 12:/.6:02 ~?i)(:JO".2*w1 54 0.0(] 458.92 0.05 O. 11;.)00. 1847. PAGE 37 1820. 459.00 460.$0 ~470 ENCROACHMENT STATIONS= 1125.0 1272.0 3495 OVER~ANK.AREA ASSUMEO NON-EFFLCI[VE, ELLEA: 15470.00 1&.67 458.37 0.00 45R.40 11000.' O. 11000. G. O. 0.01 O.GO 5.95 C.O0 0.070 0.0C1485 30. 30. 30. 0 *SECNO 15520.000 3~?0 ENCROACPMEN1 STATIONS= 15520.0~ 16.qb 458.26 110U0. 711. 8751. 0.01 ~.16 8.60 0.0054~3 50. 50. 0 *$ECNO 15003.000 34?0 ~NCROACHMENI STATIONS= TYPE= I TaRGETm 147.000 458.90 ELREA= 459.00 ~58.9~ 0.55 0.05 0.00 1849. O. 9. 2. 0.050 O.C?O 0.000 439.?0 0 0 0.00 147.00 1242,5 18~2.5 TYPE= 0.00 458.30 459.24 153&. 327. 995. 2.~4 G.070 0.050 5G. 2 0 1321.~ 145C.0 OVER~ANK AREA ASSUMED NON-EFFECTIVE-ELLE~= 460.50 100000.00 1125.00 1272.00 1 TARGETm 650.000 0.97 0.11 0.21 453.60 686. 11. 2. 455.60 0.070 0.000 441.50 13~?.05 0 O.O0 505.&7 18~2.50 10 JAN 68 LOUIS g SOUTHWESTERN 1Z:25:2,3 RAILROAD TYPE; I TARGET= 1Z9.000 459.40 ELREA~ 459.40 PI~OFILE SECTION I - SURVEY SECTION 15oc0.0C 17.16 GSB.?b O.O0 G5~.7~ 1lOud. O. 11000. O. O. 0.01 0.00 ~.98 0.03 C.07O 0.002189 50. 80. 100, ~ - DOWNSTREAM SlOE ST. LOUIS SOUTH#ESTERN R.R. - SPECIAL ~RIOGE SB XK XKOR COF~ ROLEN 1.05 2.47 2.5C 0.00 459.52 0.76 O.2Z 0.06 1577. O. 15. 3. 0.050 O.OTO 0.000 441.60 0 0 0.00 1~9.00 *SECNO 15010.000 PRESSURE FLOg 6.00 1589.35 1.85 EGPR$ EGLWC H3 QWEIR qaR BARE& TRAPEZOID ELLC aREA 460.OG 459.60 0.09 O. 11100. 1589. 1558. 459.40 402.70 10C000.00 13Z1.00 1450.00 ELCHU 442.40 ELTRO 461.70 ELCHD 442.40 PAGE 39 I I I ! i I 16 JAN ~ lZ:2o:0~ 8706J0O2'~1 54 PAGE 3470 ENCROAC~NENT STATIONS= 15610.0C 18.38 ~59.98 1100U. 0. 11000. 0.~1 0.00 6.34 0.00163Z 10. 10. *SECNO 15o30.300 3~?0 ~NC£OACNNENT STATIONS= 150]0.00 18.33 460.03 11000. 7ZO. 9645° 0.01 2.5~ o.ol 0.0G13~4 3C. 0 CCTV= G.lOO CEMV= 0.300 *SECNO 15~40.000 3470 ~NCROACNMEN1 STATIONS= 15640°00 18.38 460°08 11000. 563. 9665. 0.01 2.64 6.41 0o0G1253 10. 0 I 16 JAN ~$ 12:Z5:20 13~1.0 1450.0 TYPE= 0.00 ~60.00 460.60 O. O. 173&. O.O0 0.070 0.050 10. 2 0 10o9.7 1~98.1 TYPE= 0.00 aoO.O? 460.64 035. ~79. 1459. ~.75 C.07g 0.050 10. I 0 1070.8 149Z.7 TYPE= O.O0 460.12 460.65 772. 213. 1507. g.77 0.070 0.050 10. ~ 0 I TARGET= 0.62 1.09 O. 15. 0.070 0.000 0 0.00 129.000 O.OO 402.70 3. 100000.00 441.60 1321.09 12~.00 1450.00 I TARGET= &28.340 0.61 0.03 0.00 450.00 231. 16. $. 450.00 0.070 0.000 4&l.rO 1069.73 0 0.00 180.40 1250.1! I TARGET= 421.850 0.58 O.Ol 0.00 450.00 2,"79. 16. 3. 450.00 0.070 0.000 441.70 1670.85 O. 0.00 174.60 1245.45 SECNO CEPTN CWSEL CRIwS WSELK EG HV HL G GL06 QCH QROB ALO~ ACH AROB VOL TIME VLOU VCH VqOB XNL INCH XNR WTN SLOPE XLO~L XLCH XLCdg LTRI~L IOC ICONT CORAR OLOSS BANK ELEV TNA LEFT/RIGHT ELHIN SSTA TOPWXO ENOST PAGE 4O · ~ECN0 15o50.0U0 ENCROAC~MENT STATIONS= 15650.0C 18.39 46U.09 11o0o. 565. 9662. 0.02 2.6~ 6.41 0.001~48 10. 10. *$ECNO 15660.000 3470 ENCROACNHENT STATIONS= 1SOBO.Og 18.26 459.96 11~00. 464. 9467. O.OZ 3.06 7.52 0.0G17~1 10. 10. 0 CONY= 0.100 C~MV= 0.300 1C?0.7 14~5.~ TYPE= 0.00 4o0.13 460.67 773. glO. 1508. 2.77 O.070 0.050 10. 0 0 1067.2 1477.8 TYPE= 0.00 460.01 460.74 10~9. 15Z. 1258. 3.20 0.070 0.050 10. Z 0 I TARGET= 4Z&.75G 0.57 0.01 0.00 450.00 Z79. 17. 3. 450.00 O.OZO 0.000 441.70 1070.6~ '0 0.00 174.87 12~5.5Z I TARGET= &10.530 0.78 0.01 0.06 450.00 328° 17. 3. 450.00 O,O?0 0.000 441.?0 1067.Z~ 0 0.00 157.64 12Z4.87 I ! I I i 16 JA& ~ 12:26:32 PAGE 39 -SECkO 1~o~0.00~ ~70 ENCROAChRENT STATIONS= 15680.00 18.55 460.28 11000. O. 11000. O.OZ 0.00 5.80 0.0C1820 gO. 20. 0 *SECNO 15730.000 3470 ~NCROAC~MEN! STATIONS= 15730.00 18.68 460.43 11000. O. 11000. 0.02 0.09 5.47 0.02172~ 50. 50. CCNV= 6.13C CEHV= 0.300 ~SECNO 16G80.~00 ]470 ENCROACFME~1S~aT~ON~= PROFILE SECT[ON I 10 JAN B~ 12:25:20 LaND BEVELOPEPENT 16480.JC 1&.8~ 401.58 11000. Z191. 5514. 0.08 1.~U 4.59 0.000~02 dTO. ?50. 0 *SECNO 17600.000 1~5£.G 13~5.4 TYPE= I TARGET= 333.430 ¢.UO 460o~0 460.80 0.52 0.04 0.03 O. O. 1897. O. 18. 3. G.Z4 0.070 0.050 0.070 0.000 441.73 15. 2 0 0 0.00 189.61 1099.0 1461.3 TYPE= I TARGET= 362.280 0.00 e60.45 ~00.90 0.47 0.09 0.01 O. O. 2010. 1. 20. ~- 0.31 O.O?O 0.050 0.070 0.000 441.75 30. £ 0 0 0.00 210.46 13~0.~ SURVEY F ILL ON sECTION 10 I TARGET= 638.000 LEFT OVER6ANK UPSTREAM TO MOORE ROAO. 0.00 461.55 4ol.77 0.19 0.84 0.03 3296. 1220. 1201. 1738. 73. 11. 1.90 0.070 0.050 0.070 0.000 442.70 650. Z 0 0 0.00 638.00 3470 £NCROAC~MENT STATIONS: 1255.0 176GU.0C 17.72 46~.72 0.00 11800. 2610. 7795. 1395. O.lJ 2.S4 7.89 0.0025~9 11~0. 1120. 1000. 0 · SEC~O 17960.009 3470 ~NCROAC~#ENT STATIONS= 1305.0 17980,0C 17.74 463.d4 0.00 1180~. 1387. 9407. lC06. 0.16 2.50 5.07 2.34 O.Ogl~2o ~OO. 3~0. ~6C. 0 *SECNO 18150.000 1870.0 TYPE= 1 TARGET= 615.000 462.53 463.59 0.67 1.48 0.14 1028. 9~8. 67&. 158. 26. 0.070 0.050 0.070 : 0.000 445.00 2 0 0 0.00 615.00 4eo.oo 460.00 1052.00 1241.61 4.0.00 460.00 1~99.00 1309.46 457.10 1390.00 ZG2~.O0 457.50 459.50 1255.00 1870.00 1672.0 TYPE= I TARGET= 367.000 465.~4 464.18 0.34 0.75 0.03 45~.00 555. 1854. ~31. 185. 31. 45~.00 0.070 0.050 0.070 0.000 446.10 1305.00 2 0 0 0.00 367.00 167Z.00 PAGE 41 3470 ENCROACHMENT STATIONS: 1321.0 1649.0 TYPE= I TARGET= 328.000 18150o0G 17.30 465.90 C.O0 463.75 464.63 0.73 0.34 0.12 456.00 3706J0~Z*w1 11800. 3451. 7258. 0.17 3.69 8.32 0.0C2972 160. 170. 0 *SECNO 16210.000 3470 ENCROACHMENT STATIONS: 18710. U0 17.21 46~.01 11800. 3950. 0438. 0.17 0.004112 60. 60. 0 *$ECNO 18Z40.000 PAGE 3301 HV CHANGED MORE THAN HVINS 1 16 JAN 88 17:25:20 1060. 93A. 873. 366. 195. 2.60 0.070 0.050 0.070 0.000 1~0. 2 ~ 0 0.00 13~0.0 1~50.0 TYPE= I TARGET= G.O0 463.~o 464.89 0.68 0.21 1~1~. ~01. ~0, ~21. 198. 3.35 C.O~O O.OSO 0.070 0.000 65. 2 0 0 0.00 SECNO CEPTH CWSEL CRIWS WS~LK EG HV HL q GL06 QCH qROu AL3B ACH AROB VOL TINE ~LO~ VCH ~gOb XNL XNCH XNR ~TN SLOPE XLOSL XLCH XLO~R ITRIaL IOC ICONT CORAR 4,) 32. 460.00 4&6.60 1341.00 325.00 1649.00 310.000 0.04 45~.60 33. 4~O.rJO &46.80 1340.00 310.00 1650.00 OLOSS BANK ELEV TWA LEFT/RIGHT ELNIN SSTA TOPWIO ENDST PAGE 42 3~70 ENCROACHMENT STATIONS= 18Z40.0~ lo.85 &63.75 11800. 256~. 8565. 0.17 ~.1~ 11.12 0.00666~ ~0. 30. 0 *SECNO 18320.000 3~70 ENCROACHMENT STATIONS= 18~20.00 17.30 46G.40 11500. 1658. 8570. 0.17 3.97 10.~? 0.0051~7 80. 80. 0 *SECNO 18450.000 3470 ENCROACHMENT STATIONS= 18&50.0~ 17.37 &64.87 llaOO. 1506. 9527. 0.18 4.29 11.24 0.005562 120. 130. 0 *SECNO 18500.~00 1315.0 1576.0 TYPE= 1 TARGET= 283.000 0.00 ~63.65 465.22 1.&6 0.15 0.16 672. 621. 771. 169. 199. 3,9Z 0.070 0.050 0.070 0.000 440.90 ~0. 2 0 0 0.00 28S.00 1415.0 1670.0 TYPE= I TARGET= 255.000 O.GU 46~.20 465.70 1.30 O.&7 0.02 1566. ~1% 819. 396. Z02. 33. 3.95 C.07O O.05u 0.070 O.OOU 4&?.10 ~0. ? 0 0 0.00 255.00 1393.0 G.O0 967. 100. 15~3.0 551. G.070 460.00 460.00 1315.00 1598.00 460.00 460.00 1415.00 1670.00 TYPE= I TARGET; 190.000 466.46 1.61 0.69 0.09 4bO.O0 830. Z39. 206. 3~- 460.00 0.050 0.070 0.000 447.50 1393.00 0 0 0.00 190.00 1563.00 3470 ENCROACHMENT STATIONS= ~895.0 SC6U.O TYPE= I TARGET~ 165.00b i ! i S7 J6JC 3.~*~.I 50 PAGE 41 P~UFILE SECT[ON K - SURVEY SECTION 11 LAND OEVELOPEPENT FILL ON LE~T OVERBANK 155C0.0C 17.54 465.14 0.00 404.20 466.76 11~00. 414. 10~95. 441. 12U. 1029. 0.18 3.46 13.59 3.10 O.O?q 0.050 0.00~6~2 $C. 50. 5C. 0 0 0 CCHV= ~.30C CEHV= 0.500 eSECNO 18514.000 ~470 ENCROACkMENT STATIONS I 16 JAN ~3 1Z:ZS:20 1.6Z 0.28 0.00 4~2.00 133. 208. 34. 461.00 0.070 0.000 &&?.60 4895.00 0 0.00 165.00 5C60.00 15~6.8 16~6.8 TYPE= I TARGET= 100.000 SECNO ~P?~ CWSEL CRZ~S ~S~LK EG HV NL OLOSS eANK ELEV U CLO~ QCH QROB ALOB ACH ARO8 VOL Tgk LEFT/RIGHT TIME VL05 VCH VRO~ XNL XNCH KNR WTN ELHIN SSTA SLOPE XLOOL XLC~ XLOSR ZTRIAL TDC [CO#T CORAR TOPWIO ENDST 18514.0C 16.~5 &65.16 O.OO ~6~.18 466.82 1.66 0.04 O.OZIOOCO0.O0 11~o0, ~. 11&~0. O. O. 1141, O, ~08, 34, 100000.00 0.18 O.CO 10.3& ~.GO C.070 0.028 O.G?O 0,000 &&~.68 1546.85 0.001624 14. 14. 14. 2 0 0 0.00 100.0~ 164o.85 0 *SECkO 18515.300 $?0C. 8RIOGE STENCL= 15~6.85 STENCR= 1446.85 3265 DIVIDED FLOW 3370 NORPAL eR~OGE~NRD= 21 HIN ~LTRO= ~?0.50 NkX ELLC= k69.76 3½7U ENCROACk~ENT STATIONS= 1546.8 10~e.8 TYPE= PROF]LE S~CT]ON L- SURVEY $~CT[ON 1Z [~PROVE~ eR[DGE-- OaTA UPO~?~ JAN. 19~? O.S. MOORE ROAD ANOER$ON ENGINEERS 1~515.0C 16.40 ~65.08 ~,00 ~5~.12 46~.91 11~00. 0. 11800. 0. O. 1087. 0. I~ 0.00 10.~6 G.O0 ~.070 0.028 0.002929 1. 1. 1. $ 0 0 *$ECNO 18565.000 J?OG. STENCL= 1546.32 STENCR= 1640.3Z I TARGET= 100.000 ANOERSON ENGINEERS 1.83 0,00 O. 208. 0,070 0,000 0 0,00 0.08100000.00 34. 100000.00 448.68 15~6.85 95.00 1646.85 3265 DIWIDEU FLOW 33?0 NORMAL BRIDGE,NRO= 21 MIN ELTRO= ~7~.$0 MAX ELLC= ~69.8& PAGE I I ! I ! ~706J0oZ*~1 54 PAGE 42 ll&O0. 0.1~ 16 JAN $~ STATIONS= 1546.3 1~6.? TYPE= U.S. MOOR~ ROAU ANOERSON ENGINEERS 10.91 405.40 G.OO 464.47 4e7,09 O. 11~0. O. O. 1130, 0.00 10.45 C.O0 C.O?O 0,028 50. 5C. 50. 1~ 0 I TARGET= 1.69 0.14 O. 210. 0.~70 O.OOO 0 0.00 SECNO OEPTN CWSEL CRTwS WSELK EG HV HL q :LOB ~CH QROO ALT6 ACH AR08 VOL T~HE VLO8 VCH VRO8 XNL XNCH XNR WTN SLOPE XLOOL XLCN XLO~R ITRIAL IOC ICONT CORAR 100,000 0.04100000.00 34. 1~C~00.00 448.49 15~0.32 95.00 16~6.32 OLOSS SANK ELEV TWA LEFTIR[GHT EL~ZN SSIA TOPWZO ENOST P~GE 44 *~ECNO 18506.000 3470 ~NCROACP~ENT STATIONS= 1550.7 10~0.7 TYPE= 18566.00 16.87 465.36 0.00 ~o4.42 4~7.13 11&00. O. 11300, O. 0. 1105, 0.18 0.00 10,o8 0.00 C.070 0.028 0,001821 1, 1, 1, 2 0 0 · SEC~O 18~00,900 3301 dV CHANG~O ~ORE THAN HVINS 3470 ENCROACbMENT STATIONS= 1300.0 1550.r) TYPG= A~DERSON E~G~NEERS SECTION 18600.00 19.05 ~07.05 O.OJ 46~.0¢ 467.57 11dOd, 10~3, 100~3, o13. ~4.~. 16~3, 0.18 3,06 ~,13 2,59 C.O~O 0.050 0,0~18~5 ~4, )4. 34, 3 0 0 *SECNO 18615,000 3470 ENCROACHMENT STATZONS= 1~95,0 1555,0 TYPE= ANDERSON ENGINEERS SECT]ON 18615.00 19.72 467.1Z 0.00 46~.09 ~57,01 11aU0. 1197. 9863. 740. 33~. 1653. 0.18 ~.12 5.97 2,59 0.070 0.050 0.001734 15. 15. 15. Z O 0 *$ECNO 18550.000 3301 HV CHANGED MORE THAN HVI'NS 1 TARGET= 1.77 0.00 O. 210. 0.C70 0.000 0 0.00 I TARGET= 90.000 0.04100000.00 34. 100000.00 445.49 1550.73 90.00 1640.73 250.000 0.52 0.06 0.38 459.70 200. 211. 35, ~61.O0 0.070 0.000 447.40 1300.00 0 0.00 250.00 1550.00 1 TARGET= 260.000 0.48 0.03 0.01 459.70 285. 212. 35. 461.00 0.070 0.000 447.40 1295.00 0 0.00 260.00 1555.00 3470 ENCROACHMENT STATIONS= 169e.5 1976.5 TYPE= I TARGET= 280.000 I I ! 16 JAk ~8 1Z:20:gZ ~706J0~2.~1 5~ MIS SECTIO~ 18050.90 19.32 666.82 0.00 665.~2 408.09 ild09. 1573. 8943. 127~. ~6Vo 87~. 2.1~ 3.50 10.19 3.22 0.070 0.050 0.006236 35. J5. 35. ? 0 16 JAN 8~ 12:25:20 SECNO OZPTM CWSEL CRlwS WSELR Q ~LO~ QCH QR~ aLO~ ACH T~ME VLOB VCH VgO~ XNL XNCM SLOP~ XLO&L XLCH XLO~R ~TRIAL 1.~7 0.09 0.39 465.10 396. 213. 0.070 0.000 447.50 1690.50 0 0.00 280.00 1970.50 HV HL OLOSS ~ANK ELEV ARO8 VOL TWA LEFT/RIGHT XNR WTN ELMIN SSTA [CONT CORAR TOPW~O ENOST PAGE CCHV= 0.lOC CEHV= 0.!00 *SECNO O. 10 ~1 3301 HV CHANGEO MORE THAN HVINS 3470 ENCROACHMENT S'aTIONS= 335.0 SECTION AOOEC bY NDM 0.1C 19.75 668.75 G.O0 11~00. 1263. 9688. 0.20 2.04 ?.39 0.0G2011 330. 510. 275. 0 *$ECNO O.ZO0 3470 ENCROACPMENT STATIONS: SECTION ~OOEC 0.2C 19.~0 ~69.b0 11~00. 1624. 8063. O.Z2 2.75 9.46 0.0G4545 290. 390. 0 *SECNO 3.300 3670 ENCROACHMENT STATIONS= SECTION AODEE 0.30 20.60 671.40 11&00. 2572. 5993. 0.24 2.6b 7.59 O.OG2528 610. 650. 0 *$ECNO ZOS&O. O00 6Z5.0 TYPE= I TARGET= 290.000 ENGINEER~ FROM COPPELL TOPO 1OIZ3187 ~67.70 669.46 0.71 1.32 0.06 464.C0 518. 1312. 3T4. 233. 37. 66Z.00 G.O90 0.050 0,090 0.000 449.00 335.00 ~ 0 0 0.00 290.00 6~5.00 172.5 5Z2.5 TYPE= I TARGET= 350.000 BY NOM ENGINEERS FROM COPPELL TOPO 6127187 O.O0 ~65.57 ~?0.5~ 0.99 1.05 0.09 666.00 2333. 517. ~51. 715. 250. 39. 46~.00 3.~b C.O~O 0.05~ 0.~90 0.000 450.~0 172.50 255. 2 0 0 0.00 350.00 522.50 158.5 528.5 TYPE= I TARGET~ 3?0.000 BY N0M ENGINEERS FROM COPPELL TOPO 10123/8? 0.00 470.~7 471.9Z 0.51 1.Z8 0.05 604.00 3235. 96~. 789. 111e. 271. 63. 464.00 2.~O 0.090 0.050 0.090 0.000 651.00 1~8.50 Z~O. 2 0 0 0.00 370.00 5Z8.50 3470 ENCROACHMENT STATIONS= 12Z5.0 PROFILE SECTION M - SURVEY ENGINEERS 6ASED ON CI1¥ OF Z0540.00 19.69 472.z9 15~.0 TYPE= I TARGET= 370.000 SECTION 13. SECTION MOOXFXED BY NON COPPELL TOPO 0127187 671.~7 ~72.?$ 0.43 0.80 0.01 666.00 I I I I I JAN 8~ 12:2b:02 1180d. $457. 8312. 0.26 2.02 b.l? 0. 001307 570. 540. 10 JAN 85 12:~5:~0 SECNO ~EPTH C~$EL Q ~LOB QCH TZHE YLOB VCH SLOPE XLO~L XLCH ~705J062*W1 54 PRGE &4 31. 1712. 1348. 26. 300o 46. 460.00 1.17 0.090 0.030 0.090 0.000 452.60 1225.00 350. 2 0 0 0.00 370.00 15~5.00 CRIWS .SELK [G flV HL OLOSS BANK ~EV URO~ AL8P ACM ~R06 VOL TNA LEFT/RZGHT VR08 ~NL XNCH XNR gTN EL~ZN SST~ XLGBR ITR~AL IDC ICONT CORAR TOPW[D ENDST P~GE 46 *SEC~O 0.~00 3470 ENCROACkHENT STATIONS= 225.0 SECTION &ODEC BY NDM O.SC 18.91 472.91 O.Og 11~00. ~861. 7919. 0. 0.29 2.05 4.?~ 0.0B06~9 315. 435. &15. 0 *SEC~O )SO1 HV CHANGED MORE THA# HVIN$ ENCROACHMENT ST~TEONS= Z,J5.O SECTION aODEL bY NON d.00 17.58 ~7Z.58 -O.uO 11~U0. 1U~1. 10709. O. 0.3G 2.~Z 11.11 C.OO 0.0C6192 35g. 590. 360. *SECNO Zlo93.000 515.0 TYPE= 1 TARGET= 350.000 ENGINEERS FRO~ COPPELL TOPO 6/27187 e?Z.21 473.17 0.26 0.&Z 0.OZ 400.00 1lOS. 1656. O. 328. 49. 100000.00 a.0~o 0.050 0.090 0.000 454.00 ~25.G0 Z 0 0 0.OO $50.00 575.00 455.0 TYPE= 1 TARGET= 250.000 ENGINEERS ~0~ COPPELL TOPO ~71.~7 47~.3~ 1.76 O.72 0.45 470.00 ~2q. 9o~. O. 350. 51. 10COOO.00 C.0~ O.05U 0.~90 0.000 455.00 205.00 $ 0 0 0.00 150.00 455°00 3470 ENCROAC~ENY STATIONS= 11~Z.5 132Z.5 TYPE= ANDERSON EN6[NEERS SECTION ~1690.00 18.~4 474.34 G.O0 47~.13 &76.46 11800. 489. 10480. 831. 181. 848. 0.51 Z.70 12.30 3.19 0.090 0.050 0.00660~ 1~0. 325. 300. 3 0 ~0 *$EC#O 1.000 3301 HV CdANGEO PORE THAN HVINS 5470 ENCROACHMENT STATIONS= 32.0 SECTION AOOEC 5Y ND~ PROPCSED FILL @ STA. 1.OC 20.0§ 477.38 g.g0 1 TARGET= 200.000 2.12 2.01 0.11 470.00 260. 359. 53. 470.00 0.090 0.000 455.90 1122.50 0 0.00 200.00 13Z2.50 212.0 TYPE= I TARGET= lSO.OOO ENGINEERS FROM COPPELL TOPO 6127/87 277--NDM .76.9~ 47~.65 1.Z$ 2.08 0.09 470.00 I ! ! ! ! 16 JAN 8~ 1Z:20:02 8796J0o2'~1 54 PAGE 45 11~00. 59~. 10091. 1110. Z2Z. 1049. 377. 377. 55. 470.00 O.~3 2.70 g.62 2.95 0.030 0.04S 0.080 0.O00 457.30 3~.O0 O.OCZ6ZC 510. 530. 500. Z 0 0 0.00 180.00 212.00 16 JAN 89 12:25:20 SECNO OEPTH CWSEL CRIwS WSELK EG HV HL q GLOB QCH GRO6 ALOB ACH ARO6 VOL TIME VLOB VCH VRCd XNL XflCH XNR WTN SLOPE XLU~L XLCH XLOBR ITRL~L TDC [CONT CORAR · OLOSS flaNK ELEV TWA LEFTIRIGHT ELMIN SSTA TOPWX~ ENDST P~GE ~SECNO 3470 ENCROACHMENT STATIONS 126~.0 14o0.0 TYPE= PROFILE SECTION N - SURVEY PROPOSEO FILL ~ STa. ZZ6GO. O0 19.80 478.40 B.O0 11800. 2961. 8094. 145. . 0.34 3.64 11.60 3.07 0.004447 '37C- 380. 33U. 0 · $ECNO Z.OO9 SECTION I TARGET= 200.000 477.97 480.00 1.60 1.26 0.11 771. ?~9. 47. 390. 57. 0.0~0 0.045 0.065 0.000 456.60 2 0 0 0.OO ZO~.O0 3470 ENCROACHMENT STATIONS= 66.0 BY NDM ENGINEERS g STA. ZO6--NOM 0.00 483.15 4al.b9 15z8. 15~. 1014. 3.7~ O.O~O 0.04> 540. Z 0 TYPE= 1 TARGET= 180.000 FROM COPPELL TOPO 612716? 473.00 ~74.?0 12o0.00 14o0.00 SECTION AODEE PROPOSEO FILL g. QO ZI.0Z &80.o2 11800. 37~. 989~. 0.30 2.45 g.76 0.0Q2592 510. 570. 0 *SECNO 23900.000 3301 HV CHANGED MORE THAN HVINS 34?0 ENCROACHMENT STATIONS= 0.0 13~)5.0 TYPE= ANDERSON ENGINEERS SECTION PROPOSEO FILL & STao l~g5--NOM 2)9C0.0G 19.80 ~82.~0 0.00 eel. S1 1180o. 977. 10817. 6. 62&. 1854. 0.39 1.57 5.83 C.eS 0.O~0 0.04S ~o001353 ?50. ?~0. 5~0. 2 0 0 *SECNO 5.000 1.Z7 1.86 0.03 &13. 410. 59. ~72.00 0.005 0.000 459.60 bE.00 0 0.00 180.00 240.00 TARGET= 1394.999 0.49 1.32 O.G& ?. 444. 63. 0.065 0.000 463.0G 0 0.00 366.01 478.00 /,80.00 10Z1.60 1389.67 3470 ENCROACHMENT STATIONS= 79.0 299.0 TYPE= I TARGET8 220.O00 SECTION AODEE BY NDM ENGINEERS ~ROM COPPELL TORO I ! I I t~706 J,]O2-,J1 54 PAGE JAN 85 PROPOSED 12:Z5:2~ FTLL ~ STA. 333--N~M SECNO EEPTH CWSEL CRTWS ~ CLOd TIM~ VLOb VCH YR0~ SLOPe XLOBL XLCH XLO~R a$~LR EG qV HL OLOSS sANK ELE¥ ALOB ~CH AROB VOL TWA LEFT/RIGHT XNL XNCH XNR WTN ELMIN $STA IT~I~L !OC ICONT CORAR TOPNIO ENOST 3.00 19.e2 &83.32 O.O0 11&00. SO8. 10793. 540. 0.41 1.81 0.64 2.7~ 0.001308 31G. 465. 450. 0 *SECNO 4.000 ~70 ENCROACHMENT STATIONS~ 114.0 SECTION AOOEO ~¥ NDM PROPOSED F~LL ~ STA. 4.0C 1~.46 46~.1e C.OO 11~0U. ~11. 11S&9. 0.~] 1.77 ~.10 U.Uu O.OC510~ 35G. 560. 540. *SECNO 5.UU0 483.11 483.95 0.63 0.62 0.04 475.00 255. 1625. 197. 406. 60. 475.~0 0.080 0.0~5 0.065 0.000 46&.50 79.00 L 0 0 0.00 220.00 ~99.00 31~.0 TYPE= I TARGET= 200.OOO ENGINEERS PROM COPPELL TOPO 61Z7187 31 5--N~ 483.V1 485.16 1.00 1.09 0.11 11~. 14~1. 0. 489. 6~. ~.0~0 0.050 0.0~5 0.000 ~65.?0 1~1.1~ / O 0 0.00 192.90 ~14.00 5q70 ENCR3ACPMENT STATIONS= &5.O 215.0 TYPE= I TARGET= 210.000 SECTION AOOEC 6Y NDM £NGINE~RS F~0N COPPELL TOPO 6127187 PROP~SEO PILL @ STA. S.0~ 18.85 48~.?~ C.GO ~$~.58 4~5.5~ 0.78 0.$5 0.02 4~0.09 11800. 129. 110C0. 671. 71. 150~. 2?0. ~.~4 1.82 7.32 2.~'~ 0.0~0 0.050 0.065 0.000 465.9~ 6~.1~ 0.00197] 130. 145. 1~0. 2 U 0 0.00 Z06.~1 275.00 0 3470 ENCROACHMEN1 STATIONS= 1170.0 l~O0.b TYPE= I TARGET= 230.000 ANUERSON ENGINEERS SECTION PROPOSEO FILL & STA. I&30--NU~ 249~0.00 18.97 485.37 G.OO ~85.1b 485.92 0.55 0.36 0.~2 4?2.00 11~U0. ~606. 8108. 66. 1160. 1177. 44. 504. 70. 480.00 0.~5 3.09 6.89 1.96 ~.080 0.050 0.065 0.000 466.&0 1170.00 0.0015~4 170. 220. 150. 2 0 0 0.00 2]0.00 1~00.00 0 *SECNO ~$01HV CHANGEO MORE THAN H¥1NS Po, CE I PAGE ~9 16 JAN 8& 12:2~:20 I I I i ! 16 JAN ~8 12:2~:02 SECNO £EPT~ CgSEL CRIWS gSEL~ EG H¥ HL OLOSS BANK ELEV Q CLOB ~CH QRG~ ALOe ACH AROB VOL TWA LEFT/RIGHT TZ~L ~LOe VCH VRO~ ~NL XqCH XNR UTN EL~IN SSTA SLOPE XLOSL XLCH XLO~R ~TRZ~L lOC ICONT COR&R TOPWIO ENOST 3470 ENCROACN~ENT STATIONS= 100.C 2~0.C TYPE: I TARGET= 180.000 SECT[ON AODEC ~Y NDH ENGinEERS FROH COPPELL TORO 101~?1~? PROPOSED FILL @ STA, 315--NOH 6.00 1~.55 485.15 G.O0 485.08 486.25 1.09 0.16 0.1~ 4?0.00 11603. 1068. 10321. 411. 400. 1100. 110. 508. 70. 47~.00 0.~5 ~.67 8.90 3.75 0.080 0.050 0.065 0.000 466.80 100.00 0.0~Z599 ~0. 90. 95. 2 O 0 0.00 180.00 ZdO.O0 0 *SECNO !5085.000 3301 HV CHANGED PORE THAN HVINS 3470 ENCROAChmENT STATIONS= 1537.0 16Z7.0 TYPe= 1 TARGET= 90.000 ANOERSON ENGINEERS SECTION FROPOSEO FILL @ &la. 1667~ ~0OIF!CATION CN RZGMT BANK--NON 25065.0C 17.27 45~.37 C.GO 484.~ 4~7.09 2.72 0.35 0.49 480.?0 11~U0. Q. 11800. O. O. 891. O. 510. 71. 100000.00 ~.45 0.00 13.2~ C.O0 O.O~O 0.045 0.060 0o000 &67.10 1557o00 O.O~YoO8 45. 80. ~5. 3 0 0 0.00 90.00 1627.00 25135.003 3301HV CHANGED MORE TH~N HVINS ]~70 ENCROACHNENT STATIONS: 1534.0 1623.0 TYPE~ 1 TARGET~ ANDERSON ENGINEERS SECTIO~ PROPOSED FILL @ STA. 1557~ ~OOIF[CATION ON RIGHT BANK--NON 25135.0G 18.36 ~85.36 0.O0 ~85.G1 A~?.S5 2.19 0.41 11600. 0. 11800. O. O. 993. O. 511. 0°45 0.00 11o~8 C.O0 0.0~0 0.045 0.060 0o000 0.00690? ~0. 50. ~0. 3 0 0 0o00 0 a$ECNO Z5185.000 3301 HV CHANGED PORE THAN HVINS I 16 JAN 8,~ 1;~:?.5:~0 SECNO ~EPTH CWSEL CRI~S ,SELK EG HV HL Q ~LOB QCH QRG~ ALOB ACH AROB VOL TZHE VLO6 VCH VRO~' ~NL XNCH ~NR HTN 89.000 0.05 481.40 71. 10G000.00 467.00 1534.00 89.00 1623.00 OLOSS BANK ELEV T~A LEFT/RIGHT ELMZN SSTA PAGE 5C ! ! I I ! 16 JAN 8S 12:g6:02 ~TU~J0~2,'v. 1 5& SLOF~ XLOJL KLCH XLOog I[RI.~L IOC PAGE ICONT CORAR TOPWIO ENOST 3470 ENCROA£HMENT STATIONS= 1100.5 1205.5 TYPE= I TARGET= 105.000 ANDERSON ENGINEERS SECTION PROPOSED FILL ~ STA. 12~0, MODIfICATiON ~N RIGHT BANK--NON Z5185.~C 18.57 48e.17 O.U0 485.9~ 487.85 1.66 O.Z3 0.05 478.00 11800. 501. 10634. 665. 153. 985. 140. 512. 71. 47~.so 0.~5 $.3~ 10.80 4.76 0.080 0.045 0.060 0.000 467.60 1100.50 0.00~2~3 ~0. 50. aC. 2 0 0 0.00 105.00 1205.50 0 *SECNO Z5235.000 3301 HV CHANGE0 MORE THAN HVINS 3~?0 ENCROACHMENT STATIONS= 107~.? 1172.7 TyPe= 1 TARGET= 100.000 AN~LRSON ENGiNEErS SECTION PROPOSEO FILL ~ STA. 12~0, MODIFICATION ON R~GNT BaNK--NON Z5235.00 19.04 486.94 C.O0 ~86.$3 488.01 1.06 0.12 O.0& 480.50 11800. ?O. 11615. 115. 41. 1395. &l. 514. 71. 480.00 O.~e 1.71 ~.33 2.77 C.O~O 0.0&$ 0.C60 0.000 ~67.90 1072.65 0.0017~ 50. SO. 5~. 2 O 0 0.00 100.00 1172.65 0 *SECNO 25280.000 ~470 ENCROAChMeNT STATIONS= ANOERSON ENGINEERS SECTION 252~0.30 20.0~ ~87.~3 O.O0 11~00. 5. 11785. 10. 0.~o 0.70 o.59 0.0010Z~ 55. &5. Z5. 0 *SECNO 25~25.300 ~&?O ENCROACHMENT STATIONS= 1053.O ANUERSON ENGINEERS SECTION Z5~2~.00 20.36 ~87.o6 0.0o 11~00. O. 11300. O. 0.~6 G.00 5.68 0.00 0.000882 50. &5. 30. 16 JAN 8~ 1Z:25:20 115~.6 TYPE= I TARGET= 110.000 EQTN ~ 252+BO=EZISTING STATION Z52+$5 486.85 488.10 0.6? 0.06 0.04 482.20 ~. 1788. 11. 516. 71. ~81.00 O.OtO 0.045 0.060 0o000 467.40 104~.65 2 0 0 0.00 110.00 1154.65 11s3.O TYPE= 1 TARGET= 130.O00 EQTN ~ 251+25=EXISTING STATION Z53+~5 ~s7.07 488.16 0.50 0.04 0.02100~00.00 0. 20?8. O. 518. 71. lOC000.O0 O.O~C 0.045 0.060 0.000 &67.30 1033.00 2 0 0 0.00 130.00 1163.00 SECNO CEPTH CWSEL CRIWS Q ~LOa QC~ Q~Oe TIME VLOB VCH vRoe SLOPE XLOUL %LCH XLOBR HSELR EG HV HL OLOSS SANK ELEV aLO8 ACH AROB VOL TWA LEFT/RIGHT XNL XNCH XNR WTN ELHIN SSTA [TRI~L IOC ICONT CORAR TOPNIO ENDS? PAGE 51 16 JA# 84 1Z:2~:02 ~70~JU~2*wl .54 PAGE 49 *$~C~0 Z537S.900 3470 6NCROAC~MEN1 STATIONS: 1G26.0 ~S)TS.OC 19.8Z 487.7Z 0.00 11~00. O. 11800. O. 0.46 g. O0 5.o0 0.00 0.0G0842 SO. 50. SO. O *SECNO Z5421.000 1150.0 TYPE= I TARGET= 130.000 EQTN ~ 253=?5=EXISTZNG STATION Z53+85 487.14 &68.Il 0.49 0.04 O.O0100COO.00 O. ZlOo. O. 5ZO. 71. lOOO00.O0 C.030 0.045 O..O60 0.000 467.90 1Cio.ag O 0 0 0.00 130.00 11~6.00 STENCL= 11ZZ.50 STENCR= 1277.50 3~70 ENCROACHMENT STATIONS= 1127.5 1277.5 TYPE= ANDERSON ENGINEERS SECTION 25421.00 19.90 487.90 O.O0 487.34 488.25 11~00. 0. 118a0. U. O. Z471. 0.47 O.O0 ~.77 O.O0 O.O~O 0.04S 0.0~0596 84. 4~. 10. 2 O 0 CCHV= C.30C CENV: 0.300 *$ECNO ZS4ZZoOOO 370C. aRIOGE 3Z65 OZVIOEO FLOW 3370 NORNAL BRIDGE~NRU= 4 MIN ELTRD= 495.00 MAX ELLC= 491.75 I TARGET= 150.000 STENCL= 1Z:Z5:20 0.35 0.03 O. 522. 0.060 0.000 0 0.00 3470 0.01100g00.00 71. 100000.00 46~.00 11Z?.SO 150.00 1277.50 ENCROACkHE~T STATIONS= 1197.5 1277.5 TYPE= 1 TARGET~ 150.00G PROFILe SECTION P - SURVEY SECTION 15 D~NTON 1AP ROAO PROPOSEO OENTCN TaP ROAD ~RIOGE-glS FaCE--ANDERSON ENGINEERS SECTION 2542Z.0C 19.89 4~7.a9 C.O0 ~87.~ 488.27 0.~8 0.00 3.02100000.C0 11800. O. 11BOO. O. O. ~37Z. O. 5ZZ. 71. 100000.00 U.~? O.O0 4.97 O.O0 C.O~O 0.028 0.~80 0.000 469.00 11Z?.50 0o0004Z1 1. 1. 1. ~ d 0 0.00 145.00 1277.53 0 *SECNO 2SS4Z.O00 370L. aRIDGE 1 16 JAN 8~ 1127.5C 3TENCR= 1277.50 SECNO CEPTH CWSEL CRIwS dSSLK EG HV HL OLOSS SANK ELEV Q ~LO~ QCH UR08 ALOE ACH AROB VOL TWA LEFT/RIGHT TIME YLO& VCN VRC~ XNL XNCH XNR WTN ELMZN SSTA SLOPE XLOSL XLCH XLO?R [T~IAL ?DC ICONT CORAR TOPMID ENOST PaGE ~265 OIVIOEO FLOW 3~70 NORmaL BRIDGE,NRD= 4 MIN ELT~O= ~9~.00 MAX ELLC= 491.75 I ! ! 16 JAN St 1Z:2):02 ~?0oJ06~*~1 54 PAGE 53 3470 ENCROACHMENT STATIONS: 11g7.5 1277.5 TYPE= I TARGET= 150.000 U/S FACE PROPOSEO OENTON TAP POAO 3RIOGE--ANOERSON ENGINEERS SECTION 25542.00 19.23 ~8?.93 0.00 487.35 488.33 0.41 O.OS 0.91100000.00 11800. O. 115C0. O. O. 229S. O. 529. 72. 100000.00 0.4? O.O0 5.13 C.O0 O.O~ U.028 0.080 0.000 468.?0 1127.50 0.000459 120. 120. lg0. 13 0 0 0.00 145.00 1277.50 0 *SECNO 3~70 ENCROACHMENT STATIONS= 11Z7.5 25543.0~ 19.27 ~&?.97 C.GO 11~00. O. 11800. O. U.~7 O.OQ 4.~2 0.b~ 0,0002~ 1. 1. 1. 0 *SECNO 25~6~.000 ~470 ENCROACHMENT STATIONS= 1002.5 STAT[ON EGUAT[ON ~ 255+08 SIAT[ON E~UATION & 2SS+eB 25568.0~ 18.9B 687.~& 0,00 11&Od. 6. 11775. 19. 0.47 0.72 d.13 0.7~ 0.001074 5. ~5. 75. CCHV= ~.10C CEHV: 0.300 *SECNO ZSO13.0UO ENCROACHMENT STATIONS= 10 JAN 8& STATION EQUATIOK 1Z:2S:2J 1~77.5 TYPE= 1 TARGET= 150.000 487.:0 ~88.35 0.38 0.00 0.01100000.C0 O. 2400. O. 5Z9. 72. lOCO00.O0 0.0~0 0.02~ 0.080 0.000 ~6d.?O 1127.50 2 O 0 0.00 153.00 1277.50 1172.5 TYPE= 1 TARGET= 170.000 = EXISTING STATION ~ 255+85 = ~XISTI~G STATION a Z55+85 487.27 488.~6 0.58 0.01 0.10 445.00 ~. 19Z0. IA. 5~0. 72. 4~5.00 0.0~0 0.045 0.080 0.000 &68.90 1014.24 ~ 0 0 0.00 158.Z5 1172.50 1001.5 1171.5 TYPE= 1 TARGET= g 256+18 = ~X[STTNO STATION g 256+35 170.000 PAGE 25618.00 18.38 &87.8~ 11800. 6. 1170o. 0.48 0.77 0.50 0.001212 gO. 50. 0 *$ECNO 2566~.000 ]470 ENCROACHNENT STATIONS: EQUATION 25068.0~ 18.91 ~88.01 11~00. Z2. 11745. 0.00 487.?E 48~.54 0.65 0,06 0.02 485.00 27. g. 1810. 3Z. 532. 72. 465.00 0.~7 O.08C 0.045 0.080 0.000 &69.50 1016.21 50. I 0 0 0.00 155.Z9 1171.50 1014.5 1204.5 TYPE= 1 TARGET= 190.000 256+68 = EXISTING STATION a 256+85 0.00 48Z.~Z 488.61 0.60 0.06 0.01 32. 19. 1891. 34. 4~5.¢0 a85.30 I ! 1 i I 16 JAN 88 12:26:02 0.aU 1,16 6.21 0o0012d~ 55. 25714.000 3470 ENCROACHMENT STATIONS= ~.9~ C.O,~O O.O&5 50. ~ O 1208.0 13d8.0 TYPE= STAT[ON EOUATION g 257+1& = 6XISTING STATION Z5714.0C 18.00 488.00 0.00 487.61 488.72 11800. 3. 11793. 3. 6. 17~0. 0.48 0.85 6.7~ 0.~5 0.0~0 0.045 O.002103 70. 46. 40. 2 0 0 *SECNO 25754.000 3470 ENCROAChmENT STATIONS= 112o.5 1306.5 TYPE= SIATION E~UATION & 257+54 = EXISTING STATION 2575~.0~ 1~.90 488.0o C.O0 48f.55 488.80 11JO0. 5~7. 11153. 1gO, 20~. 1569. O.4U 2.55 7.11 1.5~ C.O~O 0.045 0.001700 45. 40. 30. I 0 0 *SECNO ZSSfO.O00 3470 ENCROACHMENT STATIONS= Z582d. OG ZO.O0 488.40 11900. 1607. 5873. 0.aV 2.19 7.92 O.001774 55. 66. 0 I 16 JAN 0.0 14~0.0 TYPE= C.O0 ~87.78 ~$8.94 4421. 735. 7k2. 3.01 ¢.0~0 0.0~5 72. Z 0 PAGE 51 0.080 0.000 46~.1C 1CZ5.1~ 0 0.00 179.~Z 1Z04.50 I TARGET= 180.000 257+35 0.71 0.07 0.03 486.00 6. 536. 72. 486.00 0.C$0 0.000 470.00 1208.00 0 0.00 180.00 1388.00 I TARGET-- 180.000 0.TS 0.08 0.01 461.00 7~. 538. 73. 481.00 0.C80 0.000 469.1~ 11Z6.50 0 0,00 180,0G 1~06.50 I TARGET= 1489.999 0.54 O.1Z 0.0Z 1&71. 5&2. 7~. 0.080 0.000 468.~0 0 0.00 43~.37 ~,80.00 4~1.00 1CiSl.e3 1490.00 SECN0 CEPTH C~SEL CRIWS WSELK {g HY HL OLOSS BA~K ELEV Q LLO~ OCH gROB ALO~ ACH AROB VOL TWA LEFTIR[GHT TIME ¥L06 VCH ' VROB XNL INCH XNR WTN EL~IN SSTA SLOPE XLOBL XLCH XLO~R ITR[~L IDC [CONT CORAR TOPMZD ENOST PAGE 54 *SECNO 26170.000 3501 HV CHANGEO ~ORE TH~N HVINS 3470 ENCROACFHEN1SrAT[ONS= 26170.00 18.51 488.71 11900. 6~8. 7310. 0.50 3.10 11.0b 0.0G4084 450. 350. 0.0 0.00 230. 1775.0 145. TYPE= 661. 0.045 0 1 TARGET= 1Z7&.999 I.Z5 0.81 0.21 1057o 559. 76. 485.00 0.080 0o000 470.Z0 1011.77 0 0.00 Z63.Z3 1275.00 ! ! ! ! ! ! 16 JAN ,', SECNO Z655~.000 3470 ENCROACHMENT STATIONS= O.O 11~0.0 TYPE 26550.00 18.94 490.0a 0.00 ~69.65 491.5~ 11900. 335. 11313. 253, 10~. 1152. 0.0G36~5 380. 380. *SECNO ZO~O. O00 J47U ENCROACHMENT STATIONS= 18~0.0 TYPE= P~OFILE SECTION Q - SURVEY SECTIO~ 17 Z6860.06 lb.23 a91.13 O.O0 q91.O~ a92.98 11YOU. 3~2. 111~1. 4~7. 115. U.51 Z.97 11.28 ~.71 0.070 0.0~5 O.OG~Z~ 360. 330. ~OO. 2 0 0 *$ECNO 27050.000 3470 ENCROACHMENT STATIONS= 0.0 11~0.0 TYPE= 27050.0G 18.81 491.61 C.O0 491.71 493.90 10500. 140. 8904. 145~. 47. 71~. 0.52 3.31 1Z.50 4.17 C.0~5 0.045 0.066828 185. 165. 110. 2 O 0 I 16 JAN 65 12:25:23 I TARGET= 1179.999 1.48 1.49 0.07 4d5.00 11Z. 572. 77. ~66.00 0.080 0.000 ~71.10 lC13.e5 0 0o00 16~.~5 11~0.00 I TARGET= 1879.999 1.65 1.35 3.11 166. 58Z. 7~. 0.075 0.000 &TZ.YO 1713.f, 0 0 0.00 16o.:~9 1~0.00 I TARGET= 1179.999 ~.10 0.85 0.07 487.00 350. 586. 79. 480.90 0.070 0.000 473.00 1005.45 0 0.00 174.55 11~0.00 SECNO £EPTH CWSEL CRIaS dSELK ~G HV HL q CLO6 QCH QROR ALO~ ACH AROB VOL TIME ~LO~ VCH VRG~ XNL XNCH XNR WTN SLOPE XLO3L XLCH XLOOR ITRI~L ~0C ~CONT CORAR OLOSS &aNK ELEV TWA LEFT/RIGHT EL~IN SSTa TOPWID ENDST PAGE 55 *SLCNO Z7~00.009 3501HV CHANGED MORE THAN HV]NS 3470 ENCROACHMENT STATIONS: O.O 2U25.0 TYPE= 1 TARGET~ Z74GO.OG 10500. 0.5~ 0.0G1735 0 CCH¥= 0.30C CEHV= PROFILE SECTION R - SURVEY SECTION 17A ENO OF FILL ON THE RIGHT BANK ~0.81 49&.71 0.00 49~.?0 &95.ZB 3336. 6896. 266. 152Z. 942. Z.19 7.52 2.27 0.065 0.045 360. 420. 300. 3 0 0.500 20Z&.999 0.57 1.23 0.15 117. 602. 8Z. 0.0t'0 0.000 473.90 0 0.00 598.96 ~93.20 487.40 1424.92 2023.86 16 JAN &$ IZ:2~:0~ ~TueJO~2+Ul 5~ PAGE 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHHENT STATIONS= 3492 OVER~ANK AREA 1900.5 ZOo?.5 TYPE: 1 TARGET= 107.000 ASSUMEO NON-EFFECTIVE, ELLEa: &95.00 ELREA= 27540.0C 19.64 494.6& G.O0 494.^~ &96.06 1.AZ 0.35 105U0. O. 10500. O. ~. 1099. O. 608. O.~ O.O0 9.56 O.UO 0.0~5 0.045 O.C?O 0.000 O.OO39ZZ 140. 140. 1~0. Z 0 0 0.00 COFO EOL~N 64C ~P S& XK XKOR 1.05 ~.34 STENCL= *SECNO ~7570.0U0 CLASS A LO~ FLOd 12:25:20 1960.50 STENCR: 8RIDGE VELOCITY=, 16 JAN 88 498.50 0.42100C00.00 8~. 10C~00.00 &TS.OH 1960.~0 96.60 2C57.10 BAREA SS ELCHU ELCHD 1279.15 5.00 4~O.ZG ~80.00 CALCULATED CHANNEL AREA=, 698° SECNO EEPTM CWSEL C~IWS wSELK gG HV ML OLOSS ~ANK ELEV Q CL03 ~CH QRO~ AL~ aCM AR06 VOL TN~ LEFT/RIGHT TZ~E VLOe VCH VRO~ XNL XNCH ~NR WTN ELHIN SSTA SLOPE XLO~L XLCH XLO6R [T~Z~L ~DC [CONT CORAR TOP~ZO ENO$T PAGE 56 EGPR$ EGLWC H3 ~WcIR ~96.]2 O.2E O. 10S0~. BAREA TRAPEZOZD ~LLC ELTRO AREA 1279. 1243. ~9&.50 496.~0 3470 ENCROACN~ENT STATIONS= 19~U.5 3495 OVEReANK AREa ASSUMED NON-EFFECT[YE, ELLEn= Z?S?O.OG 19.?Z ~9~.92 10500. ~. 10500. 0.~ 0.00 9.49 O.OG~64e 30. 30. 0 CCNV= C.IOC CEHV= 0.300 *SECNO 2?b20.OOO TYPE: I TARGET= 107.000 495.Z0 ELREAm &98.?0 0.00 49~.a2 &96.3Z 1.&O 0.26 O. O. 1106. O. 609. 0.00 0.005 0.0~5 0.070 0.000 30. 0 0 0 0.00 O.O0100eO0.O0 84. 100000.00 475.Z0 1960.50 96.73 2057.23 I I ! I I ~?06J05£*Wl 54 PAGE 34?0 ENCROACPMENT STATIONS= Z?O20.OC 19.94 ~95.~4 1B503. 2249. 8251. 0.25 2.?2 9.32 0.0033v8 50. 50. 0 CCTV= C.IOC CE.V= 0.300 *$ELNO 5C130.000 34?0 ENCROACFMEN1 STATIONS= 30130.0C 19.5~ 503.0~ 1~00o 4405. 6095. O.b~ 5.75 9.83 0. O05~0 1600. 251~. 0 CCHV= C.50C CE~V= 0.500 *SECNO 5~189.000 34?0 ENCROAC~MEN1 STATIONS= 30189.0~ 16.Z9 503.09 1~$00. G. 10500. O. ~2 O.O0 9.8~ 0.0B38~1 59. 59. 0 I 10 JAN Bo 12:25:Z0 154~.0 19a2.0 TYPE= C.bO ~95.62 4vo.53 0. 527. 8&5. g.OO 0.C65 0.045 50. 2 u G.09 5C;~. 1'~ 504.17 O.b0 C.0~5 0.045 2GO0. Z 0 2155.5 ~2a5.5 TYPE= 0.00 502.14 50~.59 O. d. 1067. G.OO ~.0~5 0.0~5 59. J 0 I TARGET= 443.96G 1.08 0.18 0.03 494.80 O. 611. 84. 10¢001.60 0.C70 0.000 475.5~ 154~.04 0 0.00 443.96 1992.03 I TARGET= 1Z?.O~O 1.09 7.6e 0.00 492.30 O. 683. 96. 99999.90 0.065 0.000 483.?0 ZO94.~Z 0 0.00 127.0~ Z22Z.00 I TARGET= 90.000 1.50 O.ZZ 0.Zl100000.00 O. 685. 90. 10CO00.O0 0.065 '0.000 485.~0 ~155.~0 0 0.00 90.00 2245.50 $ECNO CEPT. CWSEL CRIHS WSELR tO HV HL Q [LOB QCH qR08 aLOB aCR AR08 VOL TIME YLOB VCH VRO~ XNL XNCH RNR WTN SLOPe XLOBL ~LCH XLOFR [1RIAL lOC [CONT CORAR OLOSS BaNK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWI~ ENDST PAGE 57 · $ECNO 3G190.000 $~OG. oRIDGE STENCL= ~155.50 ~TENCR= )2~) OIVIOEO FLOW 3370 NORMAL BRIOGE. NRO= 2 MIN ELTRO= 513.30 MAX 2245.50 ELLC= 510.40 3470 ENCROACNMENT STATIONS= 2155.5 Z245.5 TYPf= 3o190.oc 16.15 502.95 0.00 501.q7 504.75 16500. O. 105C0. O. U. 977. 0.62 0.00 10.74 0.00 0.0~5 0.045 0.01?078 1. 1. 1. 7 O' 0 *SECNO ~0200.000 3265 OlVIDED FLOW 1 TARGET= 1.79 0.01 O. 685. 0.065 0.000 0 0.00 90.000 0.14100000-00 96. 10C000.00 486080 Z155.50 84.00 Z245.5.0 I I I 16 JAN ~ 12:~o:J2 ~70oJOSd*Wl 54 PAGE 3470 ENCROACHMENT STATIONS: 2155.5 502LO.OG 16.4S 503.23 G.O0 10500. O. 10500. O. 0.6~ 0.00 10.49 G.O0 0.01o093 10. 10. 10. 0 *$ECNO 3C~01.000 3470 £NCROAC~MENT STATXON$= 2155.5 50Z01.0~ 16.88 505.58 C.O0 10500. O. 105C0. 0.3Z 0.00 ?.37 0.00 0.003555 1. 1. 1. 0 CCHV= C.IOG £EHV= 0.300 *$ECNO S0250.000 1 16 JAN ma 12:z5:20 SECNO CEPTH CWSEL CRI~S SLOPE XLO~L XLCH ~LOb~ 513.S0 MAX ELLC= 510.40 2295.5 TYPE= I TARGET= 50~.39 504.9& 1.71 0.17 O. 1001.' O. 685. 0.0~5 0.045 0.065 0.000 ~ 0 0 0.00 Z2~5.5 TYPE= I TARGET= 50Z.?& 505.05 1.36 0.01 O. 11~1. O. 665. 0.C~5 0.045 0.065 0.000 ~ 0 0 0.00 wSELK EG H¥ HL ~LOfi ACH AROB VOL XNL XNCH XNR WTN iTRI~L 10C [CONT CORAR 90.000 0.05100C00.60 90. 100000.90 48o.50 2155.50 8~.00 2~5.50 90.000 0.1GIOOCO0.UO 96. 100000.90 486.90 2155.50 90.00 2i45.50 OLO$S BANK ELEV TWA LEFT/RIGHT ELMXN SSTA TOPWID ENOST PAGE 5~ 3301 HV CHANGED MORE THAN flVINS 3470 ENCROACPqENT STATXO~S= 2C66.9 ~0250.0C 20.74 504.54 ~.O0 10>00. 5003. 5~97. ~. O.b3 4.7? ~.12 0.00 0.0021 80 ~q. 49. 49. 0 *$ECNO ~1~10.000 3470 ENCROACDMENT STATIO#S~ 1734.4 31510.0C 18.81 506.61 C.00 10500. b091. 4~09. 0. 0.67 5.Gb ?.~b 0.00 0.002160 750. 1060. 500. 0 I 16 JAN 88 12:~5~20 22~2.0 TYPE= 1 TARGET= 155.05C 50~.02 505.2~ 0.70 0.15 0.07 1050. 677. O. 687. 96. 0.005 0.045 0.065 0.000 48~.80 2 0 0 0.00 155.05 1920.0 TYPE= I TARGETm 185.600 506.15 507.Z0 0.59 1,94 0.01 1204. 597. O. 7ZZ. 99. 0.0~5 0.045 0.065 0.000 487,80 2 0 0 0.00 180.26 492.4~ 10~000.00 2222.00 490.70 99999.60 17~4.40 1914.66 PAGE 59 I i ! 1 ! i 16 JAk ~ 12:25:02 P&GE 5~ HEC2 RELEASE DATEO NOV 76 UPDATED ~C 19~E ERROR COk~ - C1,02,03,04,C5 MOOIFICAT iCN - 50,51,52~53~5~,55 NOTE- AsiERISK (*) AT LEFT OF CROSS-SECTION NU~OER INDICATES MESSAGE IN SUMMARY OF RUN EXECUTED 16 JAN ~8 ~kRORS LIST 12:25:50 GRAPEVINE CREEK/FILE: N SU#MARY PRINTOUT TAaLE 150 $~CNO XLCH E L1 RI] tLLC E LMIN 1S350. JO0 O.OO ~J .nO 0.00 441.30 15440.000 90.00 C.OO 0.00 439.70 15e70.o0o 30.:0 46c.50 ' 459.00 459.70 15470.000 30.00 46G.50 459.00 439.?0 15520.000 50.00 ~.00 15520.00~ 50.00 C .O0 G.O0 G41.30 15~0~.000 80.~0 C.O0 0.0~ ~l.eO 15600.000 80.00 C.O0 0.0,} 4V1.~0 15610.000 10.C0 4ol .70 459.~0 6~1.60 15610.000 10.C0 461.70 469.40 ~1.60 156]0.000 20.00 C.O0 ~.00 4~1.70 15630.000 20.00 C.O0 0.00 441.70 156a0.000 10.00 0.00 0.00 441.70 15640.000 10.00 ~.Od O.OO 4~1.70 15650.000 10.00 C.OO O.O~ 441.70 15~50.000 10.00 ( .00 0.00 4~1.70 15660. 000 10.00 0.00 C.O0 ~41.70 156~0.000 20.00 C.O0 U.O) ~1.7~ 150~O.OOO ZO.CO C.OO C.O') ~1.~5 Q 11000.00 11000.00 11C00.00 11000.00 11000.00 11000.00 11000.00 11~00.00 11000.00 11~00.00 11000.00 11000.00 11000.00 11000.00 11000.00 11000.00 11000.00 11000.00 11000.00 11~00.00 11000.00 11000.00 CWSEL CRxwS 457.86 O.O0 457.69 O.GO 458.35 0.00 458.32 458.40 458.37 0.00 458.30 O.CO 458.26 0.00 458.78 0.00 458.76 0.00 460.00 459.9~ O.GO 460.07 0.00 460.0~ 0.00 460.12 0.00 460.08 0.0~ 460.1~ 0.0~ 460.09 0.00 460.01 O. GO 459.96 0.00 4~0.30 0.00 460.2~ 0.00 EG IOF,*S VC,q 458.56 33.3~ 8.45 458.49 37.62 8.89 45U.90 14.91 5.96 458.87 15.05 5.9~ 458.95 14.72 5.94 ~58.92 14.8~ 5.95 459.26 33.58 8.76 459.24 ~4.0~ ~.bO 459.5~ 21.7~ 459.52 21.89 6.9~ ~00.62 16.2~ 6.33 460.6~ 1~.06 6.53 460.6~ 13.44 6.61 460.68 12.20 460.65 12.55 6.~1 ~60.69 12.16 6.~4 ~60.67 12.48 6.~1 ~60.76 16.85 7. 460.7~ 17.31 7.52 ~60.82 l~.Oe 5 aeO.80 18.20 5.80 AREA 2389.72 2191.63 1~5.63 18&0.90 1~53.29 1848.63 21~7.20 2. C07.27 1579.49 1576.97 17~6.75 1733.91 2C18.59 1969.06 2C49.28 1998.29 2C51.73 2C01.39 1783.77 1737.93 1901.40 1~97.50 .012 19G4.5~ 17¥3.45 2848.79 2837.41 2656.02 18B5.69 2~57.10 2351.17 2729.57 2722.71 3044.24 3000.~2 ~149.19 310~.10 315~.23 3113.57 26~1.~8 2~43.72 25~9.65 257~.58 I ! I 16 JAN b0 12:2o=02 16 .lAN 12:25:20 SECNO XLCH ELiRD ELLC E L~IN 15730.000 50 .GO C.O0 O.OO 441.75 15730.000 50.00 G.O0 C.O0 441.75 164~0,000 7SO.CO C.O0 0.00 442.70 16~B0.000 7SO.CO C.O0 0.00 4~2.?0 17b00.000 1120.C0 ~.00 C.O0 4~5.00 17~00.J00 1120.~0 G.UO O.uO 445.00 17980.000 380.00 C.CO 0.00 44c.10 17~80.000 380.00 C.O0 0.00 1~150o000 170.C0 C.O0 18150.000 170.00 C.O0 O.O0 4~6.c0 18210.000 60.~0 C.GO 0.03 ~46.80 18210.000 O0.CO C.O0 G.CO 18240.000 50.C0 C.GO O.OJ 4~.90 18240.000 $0.00 £.00 0.00 446.90 183£0.000 30,00 £.00 0.03 183Z0.J00 ~0.00 £.00 18450.000 130.00 £.00 0.03 ~7.50 18~50.000 130.00 C.bO O.UO 447.50 18509.000 50.00 C.O0 C.O0 ~47,60 1~514.0U0 14.00 C.00 0.00 1851~.000 14.60 C.O0 0,00 18~15.003 1.~0 47C.50 469.?~ 18515.db0 1.GO &7C.50 18565.000 50.00 ~?G.50 4~9.84 44~.49 18565=000 50.00 &?~.50 1856~. 000 I .00 ~.00 18506.000 1.00 C.UO O.O0 18o00.000 54.C0 C.O0 C.bJ 447.40 18600.009 34.00 C.O0 18615.000 15.g0 C.UO O.OO 4~?.&O 1~615.d00 15.D0 C.dO 0.0~ 447.40 q 116oo.oo 11000.00 11000.00 11000.00 11800.00 11800.00 11800.G0 11800.00 11800.00 11800.00 11800.00 11800.00 11600.00 11800.00 11800.00 11800.00 11800.00 11~00.00 11800.~0 11800.00 11~00.00 11800.00 11800.00 11800.00 11800.00 11~00.00 11800.00 11800.00 11800.00 11800.00 11800.00 118~0.00 CWSEL ~60.45 ~60.~ &61 461.58 ~62.55 462.?g &63.64 ~63.75 463.90 46~.86 46&.01 &63.65 &63.75 464.5~ 465.1~ 46~.18 &65.16 46&.1Z ~65.08 ~65.~0 &65.36 466.05 467.05 &66.09 467.1g C~IgS O.GO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.GO 0.00 0.00 0.00 0.03 0.00 O.uO 0.~ O.UO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 EG 4b0.90 461.70 451.77 a63.16 463.39 4~4.18 4o4.11 4~4.63 404.2] 464.89 464.45 ~65.27 ~b5.70 465.1S 466.48 4~6.7b ~5.69 46o.8Z 465.75 &66.91 4~7.09 46o.00 4o?.15 456.4~ 466.&~ 467.41 IOK*S 17.0B 17.24 6.74 8.02 24.97 ~5.39 10.25 1~.26 17.89 29.72 22.05 41.12 ~4.31 66.62 Z8.98 51.27 2U.39 53.8Z 60.55 S6.3Z Z1.68 18.Z4 31.07 29.29 Z6.93 26.38 17.18 18.21 17.27 18.4S 15.99 17.3~ PAGE 60 VCH aREA .01K 5.45 Z~14.73 2~o2.01 5.~? 2C10.15 4.21 4696.55 4235.84 4.59 4158.15 3~a4.25 ?.75 28~0.63 2361.25 ?.8~ 26~9.52 2341.84 &.24 3~88.9~ 3685=78 5.07 2~9.72 ~12&.59 6.40 3244.?0 2789.99 8.32 ~197.10 ~1o4.37 6.87 3C99.38 9.46 RC02.60 1840.18 9.00 2280.41 11.12 1560.50 1445.71 ?.78 2?25.42 2192.08 10.47 113~.17 8.02 2~96.~0 221&.5~ 11.24 1419.89 10.34 1744.15 151&.40 10.59 1280.8~ 1572.41 9.8~ 1202.70 253&.~0 1C.34 1140.d6 10.86 1C86.?~ 21&0.27 9.75 1215.75 227~.95 10.45 1129.?Z 7297.$1 10.16 1249.15 10.08 110~.95 ~765.51 5.50 3C03.2~ Z~59.62 6.13 2250.55 2747.42 5.53 3C~2.60 2~63.00 5.97 ~!22.9~ 2~33.40 I I I ] ! 16 JAN 8~ 12:£6:02 18~50.000 18~50.u00 I 16 JAN 88 SECNO 0.100 0.103 O.ZO0 0.200 0,300 0.300 20540,000 20540.000 0.500 0.500 O.~OO 9.~00 ZlOgU.OOU 1,000 1.0UU 2Zo00.003 22600.000 2.000 2..000 23900.000 23900,000 3,000 3.000 4.000 4.000 S ,O00 ~.oO0 Z4930,000 $5.C0 35.C0 12:25:20 XLCH 510.C0 510.00 390.00 450.00 450,C0 5~0,00 540.G0 435.C0 435,00 390.00 390.C0 325.C0 325.00 530,00 530.C0 340.00 3~0.09 570,g0 570.00 730.00 730,00 465,G0 465.00 560,'00 560,C') 145.00 145.00 220.C0 C.O0 o.oq 4~7.50 C.O0 O.O0 ~7.50 EL3RD C.UO C.O0 C.O0 C.O0 C.O0 C.O0 G.O0 C.00 ~.00 C,O0 C.O0 £.00 C.CO C,O0 C,O0 C.O0 0.00 C,GO C.UO C,O0 C.UO C.O0 C,O0 C.O0 C.UO C.OO 6.00 C.GO 11800.00 11800.00 465.82 466.82 ELLC ELMIN Q CWSEL 0.00 4~9,00 11800,00 467,70 0.00 449.00 11800,00 468.75 0.00 450.20 11800.00 468.57 0,00 450.20 11800,00 469,60 O,OO ~51.00 11800,00 470,47 O.O0 451.00 11800.00 471.40 O,O0 452.60 11800.00 471.47 O.OO 452.60 11800.00 472.~9 0,00 45&.00 11800.00 472.21 6.00 454,00 11800.00 472.91 0.00 455.00 11800.00 471.87 C.O0 ~55.00 11800.00 472.58 g.gg ~55,90 11800.00 474.13 O.CO 455.90 11800.00 474.34 O,GO 457,30 11800.00 476.99 C.O0 457.30 11800.00 477.38 O.C) ~58.60 11800.00 477.97 0.00 ~58.60 11800.00 478.40 0.03 459,00 11800.00 480,18 O.Og 4>9.00 11~00,00 480.62 ~.0~ 463.00 11800.00 48~.51 G.OO 453.00 11800.00 682.80 O.O0 454.30 11800.00 463.11 O.OO 4~4.30 11800.00 483,3Z 0.,00 4~5.70 11800,00 483,91 0.~0 ~5.70 11800.00 484.16 0.03 465.90 11800.00 484,58 G.CO 465.90 11800.00 684.75 O.OO 466.40 11800.00 485.16 0.00 0.00 CRIW$ 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0,00 0.00 669,42: 0.00 47~.10 O.OO 0.00 O.O0 0.00 0.00 O.OO 0.00 0.00 O,O0 0.00 0,00 0.00 0.00 0.00 0.00 0.00 466.91 4~8.09 EG 468.29 469.46 469.50 470.59 470.99 471.92 471.96 472.73 412.49 473.17 473,87 474,34 476,03 47o.46 478.12 470.63 479,50 43G.00 ~81.51 481.89 &8~.04 483.29 483,71 48~.95 484,95 485.1~ 485.34 485.53 485.73 44.69 42,34 IOK*S 20,74 2.0,11 52,36 45.45 2.7,61 2.3,28 1~,02 13,07 10.55 8,79 ?3,94 61,9~ 6~. ?.1 36.09 25.~7 Z6.20 45,06 44.47 Z8.26 25.9Z 15.05 13.53 13,03 13,68 31,93 31.08 19.74 19,73 16,16 9.96 10,19 vct,I 7.12 7,39 9,53 9,46 7,87 7.59 6.57 6,17 5.02 4.7~3 11,35 11.11 11.95 12.3~ 9.02 11 .55 11.60 10,00 9.7~ 6.04 5,83 6,56 6,64 8.?.5 ~ ,10 7.26 7.32 6.98 2186.20 1773.78 P~GE ol AREA 2953.36 2303,84 Z&49.55 20~2.61 310&'.&2 2~72.98 3086.11 3~85.36 1410.5o 1~95.46 1562.5~ 1~88.80 1893.74 1~47.58 1{86.61 1567.55 1581.34 15~1.14 2376.9~ 248&.~2 Z210.a7 ZC60.86 1530.23 1550.05 1972.05 1843.97 2~89.85 1765.12 101 3.55 .01K 2591.35 2631.49 1630,77 1750.27 2253.67 2445.53 2~48.31 3264.25 3632,75 3979.51 1372.31 1499.52 14~4.15 1451.45 2T28.92 2305,34 1742,44 1769,41 2~19,~0 2317,84 3041.74 3208.47 3196.74 3190.00 ~088.25 2116.51 2655.80 2.056.70 7935,03 16 JAN 85 12:26:02 '1736JG62-W1 54 PAGE 59 6.00J 90.C0 6.000 90 .GO 250&S.0U0 25085.000 hO.G0 16 JAN 8d 12:25:20 SECNO XLCH 25135.000 50.00 25135.000 50.00 25185.000 50.00 25185.000 50.00 g5255.000 50.00 25Z35.000 50.C0 25280.000 45.g0 25280.000 45.00 25~25.000 ~5,00 25525.000 45.00 25375.000 50.00 Z5375.0UO 50.C0 Z5421.000 46.00 25421.000 46.00 ZS~Z2.O00 1,00 Z54Z2.OOO 1.00 Z5542.000 lZO.CO 2554Z.000 120.00 25545.000 1.00 2554~.00V 1.00 25568.000 25.00 25565.000 25.00 25618.u00 50.C0 25618.0U0 50.00 2566~.009 50.CO 2506~.000 50.OO C .00 C.O0 C .00 C .00 0.00 ELTRO ~.00 CoO0 C.O0 C.O0 C.O0 C.00 C.O0 0.00 C.O0 C.CO C.O0 C.bO 495.00 495.00 495.00 495.00 C.CO C.O0 0.00 G.O0 C.O0 C.O0 C.O0 C.OO G.OO 0.00 0.00 O.O0 C .CO ELLC O.O0 C.GO 0.00 O.GO 0.00 O .GO 0,00 0.00 0.03 O.OO O .00 0 .Gg C .gO 0 .Od 491.75 491.75 4~1.75 4~1.75 0.00 C.ug 0.00 0.00 0.00 O.O0 0.00 0.00 450.40 436.80 466.80 467.10 467.10 ELM[N ~67.00 467.00 467.60 457.60 467.90 467.90 467.40 4~7.40 457.30 407.30 467.90 467.90 ~,58.00 4A8.00 46~.00 4'~8.00 468.70 468.70 4o~.90 ~.69.50 469.50 459.10 11800.00 11800.00 11800.00 11800.00 11800.~0 Q 11800.00 11800.00 11800.00 11800.00 11800.00 11800.00 11800.00 11800.00 11800,00 11800.00 11800.00 11800.00 11~00o00 11800.00 11600o00 11800.00 11800.00 11800.00 11800.00 11800.00 11800.00 11800.00 11800.00 11800.00 11800.00 11800°00 485.37 485.00 485.15 484.48 484.37 CWSEL 485.41 485.36 485.98 486.17 486.53 488.94 496.85 487.43 487.0~ 487.66 487.14 487.34 487.90 487.32 487.89 487.36 487.95 487.40 487.97 467.27 487.88 487.28 487.88 487.4Z 488.01 O.OO 0.00 0.00 0.00 O.CO O.O0 0.00 0.00 0.00 0.00 0.00 O.Oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.OO O.GO 0,00 0.00 0.00 O.OO 0.00 485.92 480.05 4~0.25 486.71 487.09 EG 48? .06 487.55 487.28 487.83 487.4Z 488.01 487.50 488.10 487.56 487.61 458.21 4~7.66 488.25 487.64 488.Z7 487.74 488.35 487.91 488.46 488.03 488.54 4~8.08 15.44 25.63 25.99 73.7Z 96.98 IOK*S 49.47 69.07 27.97 32.43 16.30 17.45 10.80 10.28 9.60 8.82 9.56 b.41 5.96 ~.21 4.21 4.61 4.59 2.53 12.45 10.74 14.34 15.19 12.85 6.89 8.77 8.90 12.32 13.24 vCH 10.77 11.88 9.9~ 10.80 7.91 8.33 6.60 6.59 S.66 5.66 5.54 5.60 4.61 4.77 4.7~ 4.97 4.94 5.13 4.75 4.9Z 6.41 6.1~ 6.81 6.50 6.53 6.21 2386.13 lg06.15 1670.19 1136.26 890.94 PAGE 62 JREA 1352.22 $93.26 1559.05 1274.39 1804.5Z 1477.1~ 1~49.12 1~06.06 ~116.94 2077.86 Z150.TZ 2105.8~ Z560.06 Z471.26 2464.57 2Z71.97 2!86.40 2298.14 2465.75 2399.68 1856.86 1952.39 1755.6! 1849.?b 1841.93 194&.£4 3002.62 2314.71 119~.23 .01K 1677.53 1419.84 2231 .$1 2071.96 2923.16 2825.0? ~590.90 ~079.68 3808.97 3972.26 3816.46 ~066.64 4659.03 4d33.24 5/50.83 5496.31 5506.72 7136.68 7~15.51 ~44.71 3600.49 ~116.21 ~027.9~ 3~88.52 ! I 16 JAN 25714.000 25714.000 23754.0U0 23754.0U0 Z6170.000 26170.000 16 JAN 85 4b .CO 46 .CO 40.00 40 .CO 66 06.00 350 .CO 350.G0 12:25:20 C · O0 C .00 aTObJ062*~l 34 PAGE O.gO /*70.00 11800.00 O.O0 470.00 11800.00 486.00 C.O0 6.00 ~6q.10 C.O0 d. O0 4O9.10 C.O0 g.OO C.O0 C.O0 11800.00 11~00.~0 11900.00 11900.00 487.55 &88.06 C .OO C.bO 467.7~J 468 .&O 6O 0.00 0.00 O.O0 O.UO 0.00 0.00 470.20 11900.00 488.22 0.00 0.00 /.70.20 11900.00 /.88.71 0.00 SECNO XLCH ELTRIJ ELLC ELMIN 2e550.000 3BO.CO C.O0 C.O0 471.10 Z6550.000 360.C0 C.O0 O.OO ~,71.1U Ze880.000 330.C0 0.00 0.00 /*?2.90 Z6~80. 000 330.00 C .00 O.O0 472.90 ?.7050.00'-) 1~5 .O0 C .CO 0.00 ~, 73. O0 iTOSO.'JO0 lo5.00 C .00 0.0 ) ~,7!.Ou 27400.000 4ZO.O0 C .00 O.C'O /,73.90 z?4oo.ooo 4zo.co c.oo 6.oo 275~.0. 000 140.00 C .00 O.GO 475.00 27540.000 140.00 C .00 O.O0 475.00 27570.000 30.00 4:/~ .80 408.50 475.20 27570.000 ~O.CO 496.80 ~6.5J ~+75.Z0 Z7620.000 50.C0 C.UO O.OO 4?5.50 ZTozO.OO3 50.00 C.O0 C.g3 475,50 301~0.000 ~510.C0 C.O0 0.00 4-~3.70 30150.00J 7510.00 C .00 C.O0 /*83.70 50189.000 59.00 C .00 0.00 486.80 5G189.000 59.(~0 C.00 0.00 ~86.80 5(;190.000 I .00 513.30 510.40 4 :~0.80 ~6190.000 I .O0 513.30 510.40 ~. ~,6.80 5(;200.000 lO.C;O 513.30 510./*0 ~.q6.BO $CZoO. O00 10.00 513.30 516.40 4~6.80 ~0Z01.000 1 .(}0 C.00 0.00 46c;.B0 30201.000 1.00 £.00 C.O0 4e6.80 CWSEL /*89.85 ~90.O& /.91.13 491.71 /.91.81 49/*.70 494.68 /*94.64 494.92 495.6~ $0Z.18 503.08 502.1~ 503.09 501.97 502.95 '502.59 503.23 502.98 50~.68 Q 11900.00 11900.00 11900.00 11900.00 10500.00 10500.00 10530.00 1 0500.00 1 0500.00 10500.00 10500.00 10300.00 10500.00 1 0500.00 10500.00 10500.00 1 0500.00 10500.00 10SO0.O0 10500.00 10500.00 1 0500.00 10300.00 10500.00 CRIWS 0.00 0.o0 O.OO 0.00 0.00 0.00 O.OO O.OO 0.00 0.00 0.00 0.00 O.CO 0.00 0.00 0.00 0.00 0.00 0.00 O.OO 0.00 O.O0 O.CO O.GO 4~8.21 ~.86.72 488.30 ~.88.80 458.45 488.94 /,89.69 4`69.97 EG 491 .$9 e91.52 v, 92.92 492.98 ~,93.87 493.90 495.27 49~.2~ 495.9~/ 496.06 496 496.32 496.43 490.53 503.30 504.17 503.88 50/*.59 504.06 504.75 504.32 504.9~ 504 .'46 505.05 21.03 18.5b 17.05 22.24 17.7~ 48.76 ½0.84 10g*S ~1.45 38.85 44.50 ~2.98 70.58 68.23 17.45 17.35 38.46 39.Z~ 37.98 3~.4~ Z4.43 ~3.9a 40.50 3/*.80 38.91 213.80 170.78 193.23 160.9~ ½U.59 33.55 7.20 6.73 ? .21 7.11 ~.6~ 7.9~ 11.81 11.06 vCH 10.20 9.99 11 11 12.65 12.50 7.3~ 7.3Z 9.20 9.56 9.16 9 8.40 9.~2. 10.31 9.83 10.57 9.84 11 .ol 10.74 11.13 10.49 9.75 9.37 lt75.22 1747.¢2 1938.30 1~50.59 26~1 .co 2947.52 1734.91 1~62.79 PAGE 63 AREA 1320.26 135Z.86 1248.87 1267.77 1C`67.94 110!.95 2573.71 2581.04 1141.14 1C98.64 1145.96 1105.97 2166,15 1712.00 1445.56 1386.79 993.65 1C66.91 904.5`6 977.36 9~3.~5 1C01.28 1120.67 2324.64 2573.17 2738.7Z 2557.2b 2523.27 2a25.20 170~.14 la62.06 .01K 1848.84 1909.23 1783.96 1815.25 lZ&9.`61 1270.67 2513.70 2.52.1.11 lo95.15 1 076.69 1703.34 1595.10 2124./.4 1501.21 1650.00 17'79.99 1/.6/*.17 1683.21 718.10 805.47 755.36 .627.70 1648.11 1812.83 16 JAN 8~ 12:26:02 ~TC6JCo2*wl 54 PAGE 61 5G250.000 ~,9.~]0 C .00 ]0250. OuO ~.9.00 g .00 31J10.000 10o0.00 31510.300 1060.C0 0.00 4~.~0 10500.00 50&.OZ 0.00 4?3.60 10500.00 504.54 C.O0 C.O0 487.~0 10500.00 10500.00 506.15 506.61 O.OO 0.00 O.OO 504.6~ 505.24 506.65 507.20 21.80 y1.80 ~'1.97 8.19 1952.48 2248.~2 8.12 1726.B~, 2248.70 7.34 2C89.05 2240.01 7.38 1801.13 ~259.Z9 GRAP£VZNE CREEKIFLLE: N SUMMARY PRINTOUT TA3LE 150 SECNO ~ CWSEL 15~50.U00 11000.00 ~57.E6 15350.000 11000.C0 457.09 15440.000 11C00.~0 45E.35 15440.0U0 11G00.C0 45~.32 15470.000 11000.00 15479.000 11000.00 458.37 15520.000 11ooo.eo 458.30 15520.0~0 11~O0.C0 ~5~.Z6 15b00.000 11GOO.CO 15000.000 11C00.C0 ~58.76 15o10.000 11000.00 ~oC .GO 15610..000 11000.0~ ~5.9.98 15630.000 11000.00 ~OC.O? 15630.000 11000.00 46C.03 156~0.0U0 11GOO.CO &60.12 15640.000 11000.C0 ~6C.08 15~50.000 11000.~0 4~G.15 15650.000 11000.00 4~C.09 15~60.000 11000.00 6~G.01 1566~.000 11000.C0 650.96 15680.000 11000.C0 460.30 15680.000 11000.G0 15730.00J 11GOO.CO 46C.45 15730.000 11000.00 ~60.~ OIFWSP OIFWSX C .00 0.00 -O · 1 7 0.00 O.CO 0.49 -0.0~ 0.63 O.O0 0.05 -O.O$ 0.05 0.00 -0.10 -0.0~ -0.1 0 C.O0 0.4P, -O.O2 0.50 O.CJ 1.2Z -O.OZ 1.2~ 0.03 C.07 -0.0~ 0.05 0.00 C.05 -0.04 ~.05 O.OO 0.01 -0.0~. 0.01 O.O0 -0.12 -0.05 -0.1 5 0.00 0.29 -O.CZ C.32 0.00 C.15 -0.07 0.15 OIFKWS O.O0 -O.17 O.O0 -0.03 0.00 -0.03 0.00 -0.04 0.00 -0.02. 0.00 -0.02 O.OO -0.04 0.00 -0.04 0.00 -0.04 0.00 -0.05 0.00 -O.OZ O.OO -O.OZ TOPWZO 619.07 505.~3 147.00 147.00 147.00 147.00 656.51 505.&? 129.00 129.00 129.00 1Z9.00 198.68 180.40 196.28 17&.60 19&.4Z 174.87 175.11 157.6~ '190.78 189.61 213.05 210.46 XLCH O.O0 O.O0 90.00 90.0O 30.00 50.00 50.O0 50.~0 80.00 ~0.00 10.00 10.C0 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 ZO.O0 ~0.00 50.00 ! I ! PAGE lo/.80.000 17503.000 17o03.U00 17V80.000 17~80.0u0 16150.000 18150.000 16210.000 I~L1U. UO0 18240.~00 16243.000 165Z0.000 185~0.0C0 1~450.000 1~500.000 1851~.000 1851/*.000 1~51b.900 18515.000 18565.000 18506.000 165~6.000 18600.000 18600.000 18615.000 18~15.000 18~50.000 11000.~0 11000.~0 11800.C0 11800.C0 ~61.55 O.O0 1.10 0.00 /,61 .58 (~. d .~ I .14 0.03 4oZ.53 0.00 O.9~ 0.00 /*02.72 C.1~ 1.15 0.19 638.00 733.13 615.00 11800.C0 /.63.o~ 0.00 1.11 0.00 643.5/* 11800.C0 463.84 0.20 1.12 0.20 367.00 7SO.GO 750.03 11800.09 11800.60 1120.U0 1120.09 12:25:20 330.00 ~80.00 4a3.75 C.U9 ~.12 0.00 58&.?Z 170.60 403.9~ 0.1~ C.06 0.15 328.00 170.C0 OIFKWS 0.00 0.15 0.00 0.10 0.00 0.20 0.00 0.33 0.00 0.94 0.00 0.98 0.00 0.96 0.00 0.92 0.00 0.94 0.00 0.99 0.00 1.03 0.00 Q CWSEL OIF~EP 9IFWSX 11800.C0 /*63.60 ~.O;J 0.11 11800.00 ~4.01 C.15 0.11 11800.¢0 /*63.05 0.00 -0.21 11~00.~0 ~63.75 0.10 -C.25 11800.00 4b~.ZO C.O0 0.55 11800.C0 /*0~.~0 0.29 11800.00 45~.5/* ~.C~ 0.34 11800.00 4~4.~7 0.35 0.48 11800.C0 4~4.20 0.00 -0.35 11800.00 405.14 0.94 C.2O 11800.00 4~.18 O.O0 -C.01 11800.G0 /.65.16 0.98 11800.00 4a~.12 O.OO -0.06 11800.00 ~65.08 0.96 -C.OU 11800.00 404.47 0.00 C.35 11800.C0 465.40 0.92 11800.~0 464.4~ O.OO -0.05 11800.C0 ~o5.3o 0.9/* -0.0~ 11600.00 &66.06 O.OJ 1.64 11800.00 467.05 0.99 1.o9 11800.00 ~oe.09 0.00 0.0~ 11800.00 4b7.12 1.05 0.07 11800.C0 /*65.82 0.00 -0.26 TOPW[O 57~.63 310.00 537.22 263.00 577.83 255.00 591.61 190.00 568.50 165.00 148.6~ 100.00 143.24 95.00 144.65 95.00 169.32 90.00 553.97 250.00 554.96 260.00 631.64 XLCH 50.00 60.00 ~O.Oa 50.00 80.00 ~0.00 1~0.00 130.00 50.00 50.00 14.00 14.00 1.00 1.00 50.00 50.GO 1.00 1.00 34.00 54.00 15.00 15.00 35.00 PAGE 55 I I I I I 16 JAN 88 12:26:02 18650. uO0 0.100 0.100 0.200 0.200 0.300 0.300 20540.300 0.5QO 16 JAN 88 SECNO 0.600 O.oO0 21690.000 21{)90.003 1.000 1.000 Z2,bOO. O00 Z2~O0. UO0 Z.O00 2.000 2~900.000 23900.000 3.000 3.000 ~.000 ~.000 5.000 5.'000 2~930.000 249~0.000 11800.00 11800.00 11800.C0 118d0.C0 11800.C0 11800.00 11800.C0 11800.C0 11800.G0 ii600.C0 12:25:20 Q 11800.00 11800.00 11890.~0 11800.~0 11800.60 11800.00 11800.00 11800.00 11800.00 11800.C0 11800.00 11800.C0 11800.00 11800.00 1180O.0O 11800.C0 11800.C0 11800.00 11800.00 11800.00 ~37,J0 JO~ 2'-Wl 5~ 466.62 1.01 -C.50 1.01 407.70 C:.OO I .8'~ 0.00 4~.75 I .0'~ I .9~ 1.05 468.57 C.03 0.87 0.00 ~6~.~0 1.03 O.SS 1.~] ~7C.~7 O.OO 1.89 O.gO ~71 .~0 g.9~ 1.~0 0.9~ ~71.47 O.OJ 1.00 0.00 ~72.Z9 O.S~ C.69 0.83 472.91 C.70 0.61 0.70 CWSEL DIFWSP OIFWSX 471.87 ~.Od 472.58 0.71 -0.33 &74.15 O.OO 2.~0 474.~ 0.~1 I .76 47~ .99 0.60 2 477.38 0.39 3.04 477.97 O.O0 0.98 &78.40 0.4 ~ I .02 48L.18 0.00 2.21 45G.~2 O.~ 2.23 4~2.51 C.O0 2.33 ~82.80 0.29 2.18 48~.11 ~,00 0.60 68~.3Z 0,21 0.52 453.Wl 0.00 0.80 &~4.10 0.25 0.84 &8~.75 0.17 0.60 485.16 0.00 0.56 485.~? O.Zl 0.6Z OIFKW$ 0.00 0.71 0.00 0.21 0.00 0.39 0.00 O.&S 0.00 0.44 0.00 0.29 0.00 0.21 0.00 0.25 0.00 0.17 0.00 0.21 PAGE 280.00 589.20 290.00 632.27 350.00 577.33 370.00 370.00 457.93 ~50.00 TOPWZO ~89.96 250.00 393.96 200.00 276.11 180.00 27&.31 ZO0.O0 210.50 180.00 366.31 368.01 220.00 199.79 192.')0 300.0~ 206.81 273.27 230.00 510.00 510;00 390.00 3~O.UO &SO.GO 450.00 5~0.00 540.00 455.0u 455.00 XbC~ 390.00 390.00 325.00 325.00 550.00 550.00 380.00 380.03 570.00 570.00 7SO.O0 730.00 465.00 465.00 145.00 145.00 2ZO.O0 220.00 PAGE 56 6.003 11800.C9 3.300 11600.0J 25085.000 11800.03 25085.000 11600.G0 25135.000 11800.C0 25155.900 11800.C0 251o5.0C0 11800.¢0 2>1~5.000 11800.00 11800.00 11800.C0 ZSZ~O.JO0 11800.C9 ZSZoO.UOO 11600.00 JAN 4~5.00 485.15 4~4.57 4~5.41 455.5b ~85.9~ 486.17 486 486.94 4~.85 4~7.43 4~7.07 487.66 0.00 C.1~ 0.0C -0.11 C.C9 0.00 0.19 0.42 0.0) 0.5~ .CO 0.5~ -0.1~ -0.2.) -0.SE -0 0.93 0.99 0.58 0.81 C.54 0.77 0.32 0.4~ C.25 0.00 0.16 0.00 -0.11 0.00 -0.0~ 0.00 0.19 0.00 0.42 0.00 0.58 0.00 0.59 180.00 226.51 90.00 218.31 $9.00 197.56 105.00 100.00 181.30 110.00 170.7'1 lS0.00 90.00 90.00 ~O.O0 '~0.03 ~0.00 50.00 SO.O0 50.00 50.00 50.00 45.00 ~5.00 45.00 45.00 PAGE O7 SE£NO J Z$575.000 11500.Q0 25575.000 11800.00 25421.00U 11800.C0 254Z1.000 118~0.¢0 25422.000 11~00.¢0 25422.000 11800.C0 2~54Z.000 11800.00 2~542.06J 11800.09 Z5545.000 11800.~0 Z55~8.U00 11800.C0 25568.000 11800.00 ~5~15.000 11800.00 Z5~18.d00 11800.00 Z55~.~00 11800.00 2566&.000 11800.C0 25714.000 11800.00 2~714.000 11800.00 CWSEL 487.14 4~? 487.34 4~7.90 487.32 ~87.89 &87 487.40 487.97 487.~? 487.88 467 48~ 487 488.01 4~7 4S8.00 OIFWSP C .00 0.53 ~.00 O.O0 O .OO U.~,3 O. OO 0.57 C.O0 0.~! O.CO 0.60 0.09 0.59 0.00 0.60 DIFWSX 0.07 fi.Ob 0.20 0.18 -0.01 -C.01 C.O~ C.O~ 0.04 C.O~ -0.13 -0.09 0.01 0.01 0.14 ~.13 -0.01 -C.01 OIFKWS 0.00 0.58 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.5? 0.00 0.~1 0.00 0.60 0.00 0.59 0.00 0.60 TOPWZD 1~9.19 130.00 .189.88 150.00 184.85 145.00 184.91 145.00 190.10 150.00 155.89 158.Z5 159.~0 155.29 190.96 179.32 233.07 180.00 50.00 50.00 46.00 46.00 1.00 1.00 1Z0.00 1Z0.00 1.00 1 .{.JO Z5.00 ZS.0O SO.O0 50.00 SO.OO SO.O0 46.00 46.00 JAN 88 1Z:~6:02 ~7ObJ0d~*~l 54 P~GE 65 25754.J00 26170.000 2e170.000 2655u.000 27050.000 27050.000 27~00.000 27560.000 27~40.000 I 16 JAN 88 SECNO 27570.000 27570.000 27620.000 27620.000 50130.000 30130.000 50189.00O 501~7.000 50190.000 50190.000 ~G200.O00 3GZO0.O00 50201.000 $GZ01.000 3G2~0.000 11800.C0 11800.C0 11900.C0 11900.C0 11900.00 11900.00 11900.~0 11900.£0 11900.C0 11900.00 10500.00 10500.00 10500.£0 10500.~0 10500.C0 10500.C0 12:Z5:20 10500.00 10500.00 10500.00 10500.C0 10500.00 10500.C0 10500.00 10500.00 10500.00 10500.00 10500.G0 10500.00 10500.00 10500.G0 10500.00 407.55 487.78 48~.40 488.22 488.71 489.~5 49C.Ua 491.02 691.13 691.71 491.61 ~.94.70 49~.. 71 &96.b4 CWSEL &9& .92 494.92 495.62 502.18 503 502.16 50J .0~ 501.97 .502.95 502.39 503.23 502 503.68 504 G.O0 0.50 (2,CO C~ .62 0.00 .49 G.O0 0.20 G.00 0.11 G 0.C9 0.00 C.01 O.dO -(j.O~, DIFWSP O.O0 -C.01 O,OO -0.17' 0.00 0.91 O.O0 0.~5 ~.0~ 0.9~ 0.00 0.~] 0,O0 0.70 G.O9 C.1~ C .05 0.25 0.3~ 0 0.31 I .63 1 I .17 1.09 0.70 0.67 2 2.90 -0.07 DIFWSX 0.26 0.28 0.69 0.53 6.56 ? .64 -0.0~. C.O1 -0.1 ? -0.1~, C.42 0.59 0.45 1.0~. 0.00 0.50 0.00 0.62 0.00 0.49 0.00 0.20 0.00 0.11 0.00 0.09 0.00 0.01 0.00 -0.04 0.00 -0.01 0.00 -0.17 0.00 0.91 0.00 0.95 0.00 0.98 0.00 0.8] 0.00 0.70 0.00 296.13 180.00 622.45 436.37 261.37 263.23 166.07 166.55 165.7~ 166.39 176.21 174.55 598.81 598.96 107.17 96.60 TOPWID 96.73 590.70 443.96 241.63 127.08 98.13 90.00 90.7& '84.00 91.46 84.00 99.89 90.00 337.46 40.00 ~O.GO 60.00 06.00 350.00 350.00 360.00 380.00 3~0.00 330.00 165.00 165.00 420.00 140.00 140.00 XLCH )0.00 30.00 50.00 SO.O0 2510.00 2510.00 59.00 59.00 1.00 1.00 10.00 10.00 1.00 1.00 49.0U PAGE 68 50Z50.000 10500.C0 31510.000 10500.C0 51510. bb0 10500.C0 I 16 JAN ~ lZ:25:20 504.54 506.15 506.61 879~J~2'~1 54 PAGE ~.~2 ~.~6 O.SZ 155.05 0.00 2.15 O.O0 419.06 0.4~ Z.07 0.46 180.26 66 49.00 1060.00 1060.00 PAGE SUHMARY UF ERRORS AND SPEC[AL NOTES 1 16 JAN PAGE 7C FLOODWAY DATA, GRAPEVINE CREEK/FILE: N PROFILE NO. 2 FLOCOWA¥ STATION wIDTH SECTIOK ~EAN AREA VELOC! TY WATER SURFACE ELEVATION ~ITH WITHOUT DIFFERENCE ~LO00g~¥ FLOODWAY 15~50.0C0 505. 2192. 5.0 ~57.3 457.9 -0.1 15440.000 147. 1841. 6.0 ~58.S 458.3 0.0 15470.UC~ 147. 1~49. 6.0 453.~ 456.4 0.0 15520.000 505. 2007. 5.5 45~.T 458.3 0.0 15600.000 1Z9. 1517. 7.C a53.5 458.~ 0.0 15610.0C0 129. 1734. d.3 4~0.9 460.0 0.0 15050.0C0 18~. 19o9. b.o 4~,0.1 ~b0.1 0.0 1So40.0G9 175. 199~. 3.5 4~0.1 4b0.1 0.0 1~6S0.0C0 175. ZOO1. ~.~ ~,bO.1 ~60.1 0.0 15b60.0C0 155. 1738. ~.~ G~O.O ~o0.0 0.0 15680.000 1~0. 189~. 5.U 400.3 400.3 0.0 15730.0~0 IlO. Z010. 5.5 460.5 4o0.5 0.0 16480.00u 638. 4158. 2.6 4ol.5 461.5 0.0 17600.009 615. Z690. 4.4 4bi.? 17980.0£0 357. 2~40. 4.2 181~0.0GU 328. 2197. 5.~ ~63.9 463.8 0,1 18240.000 283. 1560. ?.6 463.B 405.7 0,1 18~20,0C0 255, 1633. 7.2 4¢~.& 46~.2 0,~ !~450.0G0 190. 1420. ~.3 ~.$ 464.~ 0.~ 185G0.0C0 165. 1281. 9.2 4e5.1 404.2 0.9 18514.000 100. 1141. 10.3 465.2 464.2 1.0 18515.000 100. 10~7. 10,9 4~$.1 464.1 1.0 18~65.000 100. 1130. 10.4 465.4 464.5 0.9 18S66.000 )0. 1105. 10.7 405.5 464.4 0.9 JAN ~706J062.~1 5~ PAGE l~e~0.000 250. 2Z51. 5.2 ~e?.l 466.1 1.0 lb615.060 260. 2~23. 5.1 ~b7.1 &bb.1 1.0 186~0.~C0 2~0. 172~. ~.8 ~5.6 ~65.8 1.0 0.100 290. 2304. 5.1 46~.? 467.7 1.0 0.200 350. 2083. 5,7 469.6 46~.6 1.0 0.3C& 370- 257~. 4.1 471.4 4?0.5 0.9 2054U.UCO 370. 3086. 3.6 ~7~.3 471.$ 0.8 O.JCU 350. 3549. 3.3 ~72.9 472.2 U.6DO 250. 1395. 8.5 472.6 471.9 0.? 21690.040 200. 1289. 9.2 47~.$ 474.1 0.2 1.0C0 1~0. lo48. 7.2 ~77,4 417.0 0.4 226C0.0C0 230. l~a. 7.5 478.4 478.0 0.4 2.0C0 180. 15~1. 7.5 450.6 480.~ 0.4 Z39C0.0C~ 368. ~84. ~.~ 48~.8 482.5 0.3 3.0£0 220. ~081. 5.7 ~8~.3 ~85.1 0.2 4.0Cu 193. 155q. 7.6 48~.1 483.9 0.2 5.OCO 207. 1~44. 0.4 4S~.$ ~84.6 0.2 12:25:20 16 JAN B8 67 PAGE 71 FLOODWAY OAT~, PROFZLE NO. Z GRAPEVINE C~.EK/FILE: N STATION WIDTH FLOOOWA9 WATER SURFACE ELEgAT[ON SECTIOh MEaN WITH WITHOUT OIFFERENCE AREA VELOCITY CLOODW~Y FLOODWAY 24950.UOO 230. 2386. 4.~ e85.~ 485.2 0.2 o. OOO 180. lo70. 7.1 4e~.2 485.0 0.2 25085.0C3 90. 891. 13.~ 48~.5 484.5 0.0 Z513~.OCU ~9. 99~. 11.9 4~5.~ 465.4 0.0 Z51~).OCO 105. 1274. 9.~ +~§.? 486.0 0.2 25255.0C0 lOG. 1~77. ~.0 ~.~ 4~6.5 0.4 25280.U~0 110. l~Ob. o.~ ~Z.~ ~86.8 0.6 253~5.U~9 150. Z075. 5.7 ;87.7 4~7.1 0.6 25375.3~0 130. 210~. 5.e 457.7 487.1 0.6 '25421.00U 150. 2471. 4.8 487.9 ~87.$ 0.6 25~22.000 150. 2372. 5.0 4~?.9 4~?.$ 0.6 25542.0C0 150. 2298. 5.1 4~,J 48?.& 0°6 Z5543.0C~ 150. 2400. 4.9 ~8~.0 487.4 0.6 2556&.~00 158. 1952. 6.0 ~?.9 487.3 0.6 25018.040 155. 1~50. o.4 ~57,9 487.5 0.6 25668.0C0 179. 194~. 6.1 aS~.O 467.4 0.6 2571~.0C0 180. 17~8. e.8 ~8~.0 &8?o& 0.6 Z575~.04~ 180. 1551. 6.4 ~8~.1 487.6 0.5 25820.000 438. 2948. 4.0 48~.4 487.8 0.6 26170.06U 203. 156~. b.4 488.7 488.2 0,5 26550.040 166. 135~. 8.8 ~9~.~ 489.8 0.2 2b~80.040 16~. 12~8. 9.4 ~91.1 &~l.0 0.1 I I ! 1~ J~# 88 1~:Z6:02 8706JO62*Wl ~4 P~GE 68 ZTO~O.OCU 175. 110~. 9.5 ~91.9 &91.7 0,1 27~C0.0~ ~99. ZS81. ~.1 ~9~o? ~9~o7 0.0 Z?S40.OOO 97. 1099. 9.6 &94.7 49~.? 0o0 Z7570.0C0 97. 1100. 9.5 494.9 494.9 0.0 Z?o20.OCu 4~4. 1712. 6.1 ~9S.5 &91.6 -0.1 J0130.0C0 1~?. 1387. ?.6 50~.1 S02.2 0.9 30189.0C0 qO. 10o?. 9.8 503.0 502.1 0.9 3019U.3~0 90. 977. 10.7 503.0 50Z.O 1.0 30260.060 90. 1001. 10,5 503.2 50Zo& 0.8 30ZC1.UCU 9~. 1121. 9.4 505.? 503.0 0.7 3uZSJ.OCO 155. 17Z?. o.1 50~.5 504.0 0.5 31310.0C9 180. lU01. 5.8 506.? $06. Z 0.5 16 JAN 8.~ 12:25:59 PAGE HEC2 RELEASE OATEO NOV 76 UPDATED MARC 1982 ERROR CURR - 01,02,03.04,C5 MOOIFICATICN - 50,51,52,5],5~,55 THIS RUN EXECUTED 16 JAN ~8 1Z:25:59 APPENDIX F TRIBUTARY NO.1 PROPOSED MODEL ! ! I ! I I ! ! ! ! '! I ! 1 ! I ! ! ! * WATER SURFACE PROFILES * VERSION OF NOYEMBER 1976 * UPDATED MARCH 1982 PLOTFZLE VERSION * RUN DATE 10 NOV 87 TINE 16:29:56 * U.S. ARMY CORPS OF ENGINEERS * THE HYDROLOGIC ENGINEERING C~NTLR * 009 SECOND STREET, SUITE D * OAVIS, CALIFORNIA 95016 * (916) 440-2105 (FTS) 448-2105 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX x X XXXXXXX ! ! I I I ! ! I i i I i I I I i ! I I 10 NOV 67 16:29:57 PAGE 1 THIS RUN EXECUTE3 10 NOV HEC2 RELEASE DATED NOV 76 UPDATEO MARC 1982 ERROR CORR - 01,0Z, OA,OE, O5 MODIFICATION - 50,51,52,53,54,55 C T1 TRIB #1 TO GRAPEVINE CREEK--CREEKVIEg aDOITION--COPPELL~ TEXAS T2 100 YEAR PROFZLE--XSEC FROM COPPELL TOPO--START WS AT GRAPEVINE IO-YR T~ NATHAN O. MAIER ENGINEERS OLJ 6112187 FILE: TRIBldS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS ~ NSEL FQ O. 2. O. O. 0.000000 0.00 0.0 O. 4bl.900 0.003 J2 NPROF IPLOT PRF¥S XSECV XSECH FN ALLOC I&w CHNIM [TRACE -1.000 0.000 -1.000 0.000 ~.000 0.000 0.000 O.O00 ~.O0~ 0.000 NC 0.100 0'.100 0.060 0.30~ 0.500 0.000 0.000 0.000 0.000 O. O0'J QT 2.000 1500.000 1500.000 1~00.000 0.000 0.000 O.OOO O.OOO 0.000 O.OOu Xl 0.000 10.000 95.000 171.00~ 0.000 0.000 O.~Ou 0.000 0.00~ 0.000 X3 0.000 0.000 0.00~ 102.000 488.000 136.000 &8~.O00 0.000 O.OOQ O. OOO GR 486.000 0.000 485.000 35.003 ~8&.000 58.000 ~8~.000 85.000 480.003 95.00~ GR 4?0.000 115.000 470.000 123.000 480.000 171.000 48~.000 175.000 483.000 235.000 NC 0.100 0.100 0.030 0.000 0.000 0.000 0.000 0.000 0.000 O. OOd D/S FACE OF PROPOSEO BETHEL ROAD (3- 13'x6' MBC) Xl ~.100 6.000 100.000 131.170 S.O00 S.O00 S.O00 0.000 0.000 0.000 GR ~86.&70 0.000 486.470 100.000 471.800 100.000 ~71.&00 131.170 486.470 131.170 GR 486.470 250.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 S8 1.250 1.982 2.ZOO 0.000 31.170 1.170 180.000 0.000 ~73.500 471.S00 Xl 1.900 6.000 100.000 131.170 150.000 150.000 150.000 0.000 0.000 0.009 X2 0.000 0.000 1.000 479.503 &86.470 0.000 0.000 0.000 0.000 0.003 BT 4.000 100.000 486.470 0.000 100.000 486.470 47~.500 1~1.170 486.470 &79.SOO BT 131.170 486.470 0.000 0.003 0.000 0.000 0.000 0.000 0.000 0.000 GR 486.&70 0.000 480.470 100.00~ 473.500 100.000 47].500 131.170 486.470 131.170 GR 486.470 250.000 0.000 0.000 0.000 0.000 0.000 0.003 0.000 0.000 NC 0.100 0.100 0.060 0.103 0.300 0.000 0.000 0.000 0.000 3.000 Xl 2.000 12.000 75.000 190.003 10.000 30.000 12.000 0.000 0.000 0.000 X3 0.000 O.OO0 0.000 102.000 488.000 153.000 48~.000 0.000 0.000 0.000 GR &90.O00 0.000 488.000 61.000 486.000 75.000 ~8~.000 85.0G0 ~82.000 95.000 GR 480.000 1D3.000 473.500 124.003 473.500 132.000 480.000 155.000 486.000 190.0G0 GR 486.000 2~0.000 490.000 320.000 O.OOO 0.000 0.000 0.000 0.000 0.000 I I I I I ! i I I ! i I ! I ! ! I I I 10 NOV ~? 16:~9:57 PAGE gT 2.000 14~5.000 1~45.000 1~45.003 O.OOO 0.000 0.003 0.000 0.000 Xl $.000 11.000 110.000 Z15.003 ZlO.O00 180.000 260.0G0 0.000 0.000 O.OOu GE 496.000 0.000 494.000 68.000 492.000 110.000 490.000 120.00u ~80.000 133.00u GR ~7o.400 139.000 476.400 146.003 480.000 160.000 490.003 215.00J 492.000 Z60.O00 GR 4~4.000 310.000 0.000 0.003 0.000 0.000 0.009 0.000 0.000 0.000 xl 4.000 8.000 8Z.O00 140.000 510.000 Z60.O00 340.000 0.300 O. OOO 0.000 GR 500°000 0.000 490.000 82.000 480.800 99.000 480.800 106.000 490.000 120.000 GR 492.000 140.000 494.000 165.000 496.000 Z28.000 0.000 O.OOd O.OOO 0.000 Xl S.O00 9.000 200.000 240.000 160.000 2lS.O00 210.000 0.000 0.000 3.OOU GR SOZ.O00 0.000 500.000 90.003 490.000 200.000 ~82.800 217.000 452.800 224.000 GR 490.000 2~0.000 496.000 ~60.003 49d.000 275.000 SO0.OOO 320.000 0.009 3.000 xl ~.000 10.000 85.000 174.000 Z30.O00 Z90.O00 275.OOu O.OCG O.OOO O.OC) GR 504.000 0.000 50Z.O00 71.000 SO0.O00 85.000 493.0U0 120.0U0 ~S?.O00 132.000 GR 487.000 159.000 &90.O00 143.003 500.000 174.000 502.000 2~0.000 50~.000 300.000 QT 2.000 1360.000 1360.0G0 1360.000 0.000 0.000 0.000 0.000 0.000 O.OOu xl ?.000 10.000 l&O.O00 210.000 240.000 170.000 220.003 O.OOu 0.000 3.000 GR 508.300 0.000 506.000 60.003 504.000 105.000 502.003 130.000 500.000 140.000 GR 493.600 170.000 493.600 176.000 500.000 210.000 502.000 233.000 50~.000 290.000 EJ 0.000 0.000 0.000 0.000 0.000 0.000 3.000 0.000 0.000 0.000 ! ! I ! ! i I I ! I I I i I I ! I 1 I 10 #0¥ 87 16:29:57 PAGE SECNO DEPTH CdSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALO6 ACH ARO~ VOL TdA LEFT/RIGHT TZME VLOB VCH VROB XNL XN£H XNR ~TN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRZAL LOC ICONT CORAR TOPdID ENDST wPROF 1 CCHV= 0.300 CEHV= O.SO0 *SECNO 0.000 3470 ENCROACHMENT STATIONS= lOZ.O 136.0 TYPE= I TARGET= ELENCL= 468°00 ELENCR= &88.00 0.00 11.90 &81.90 0.00 481.90 482.19 0.29 0.00 0.00 ~8~.00 1500. O. 1500.' O. O. 345. O. O. O, 4~.03 0.00 0.00 4.35 0.00 0.100 0.060 0.100 0.000 470.00 lOZ.O0 0.002~77 O. O- O. 0 0 0 0.00 ~4.00 13~.00 *$ECNO 0.100 DIS FACE OF PROPOSED BETHEL ROAD (~- 10';6' 0.10 10.08 491.88 0.00 0.00 48Z.23 0.35 0.01 0.03 ½8~.47 1500. O. 1500. O. O. O. GO 0.00 4°?8 0.00 0.100 0.030 0.100 0.0~0 471.~0 100.00 0.000830 S. 5. S. 2 0 0 0.00 31.17 131.17 SPECIAL ~RIDGE SB ~K XKOR COFO RDLEN ~UC BgP 8AREA SS ELCHU ELCHO 1.25 1.98 ~.?0 0.00 31.17 1,17 180.00 0.0] 47].50 471.80 *SECNO 1.900 PRESSURE FLOd EGPRS EGL~C H3 QgEZR QPR &AREA TRAPEZOZO ELLC ELTRO AREA 484.01 482.42 0.03 O. 1530. 150. 180. 479.50 1.90 10.17 483.67 0.00 0.00 484.01 0.35 1o78 0.00 486.47 1500. O. 1500. O. O. 317. O. 1. O. 480.47 0.01 ' 0.00 4.73 0.00 0.100 0.030 0.100 0.000 4?3.50 i00.00 0.000810 150. 150. 150. 2 0 0 0.00 31.17 131.17 CCHV= 0.100 CEHV= 0.300 *SECNO 2.000 I I I ! i ! I I ! I i I i I i I I ! I 10 NOV 87 16:29:57 PAGE SECNO DEPTH CgSEL CRIM$ gSELK fig HV HL OLOSS BANK EL~V Q ~LO6 QCH ~RO6 ALO6 ACH ARO8 VOL TgA LEFT/RZGHT TZNE YLOB VCH YROB XNL ;NCH XNR WTN ELHZN SSTA SLOPE XLOBL XLCH XLOBR ZTRZAL [DC ZCONT CORAR TOPa/D ENDST 3&?O ENCROACHNENT STATIONS= 102.0 153.0 TYPE= 1 TARGET= 51.000 ELENCL= 488.00 EL~NCR= 488.00 2.00 10.31 483.81 0.00 0.00 484.04 0.23 0.01 0.01 48J.00 1500. O. 1500. O. O. 388. O. 1. O. 486.00 0.01 0.30 3.86 0.00 0.100 0.060 0.100 0.000 4?3.50 102.00 0.002049 10. 10. 30. Z 0 0 0.00 51.00 155.30 *SECNO 3.000 3.00 $.13 48&.53 0.00 0.00 484.98 0.45 0.88 O.06 ~94.00 1445. O. 1445. O. O. 269. O. S. O. 490.00 O.OZ 0.00 5.30 0.00 0.100 0.050 0.100 0.000 4?6.40 1~5.47 0.006740 210. 260. 180. Z 0 0 0.00 59.45 18~.~4 *5ECNO 4.000 3301 HV CHANGED MORE THAN HV[NS &.O0 7.06 487.86 0.00 0.00 ~89.68 1.82 4.29 0.¢1 ~90.00 1445. O. 1445. O. O. 13~. O. 5. 1. 492.00 0.03 0.00 10.82 0,00 0.100 0.060 0.100 0.000 &80.80 85.95 0.031671 310. 340. 260. 5 0 0 O.O0 5G.$3 113,75 *SECNO 5.000 5301 HV CHANGED MORE THAN HVZNS 5.00 8.91 491.71 0.00 0.00 &92.26 0.55 Z.45 0.15 ~90.00 1445. 16. 14Z4. S. 16. 237. 5. 6. 1. ~90.03 0.04 1.03 6.00 1.01 0.100 0.060 0.100 0.000 482.80 181.28 0.006022 160. 210. 225. I 0 0 0.00 6~.39 245.67 *SECNO 6.000 6.00 6o91 &93.91 0.00 0.00 &9&.65 O.TS 2.3& 0.06 500.00 1445. O. 1445. O. O. 209. 0. ?- 1. 500.00 0.05 0.00 6.93 0.00 0.100 0.060 0.100 0.000 487.00 106.32 0.012900 230. 275. 290. 3 0 0 0. O0 51.~5 15~.17 I I i ! I I ! I I I I i I I I I I I I 10 NOV ~? 16:29:~7 PAGE SECNO OEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANR EL~V Q ~LOE QCH QRO6 AL08 ACH AR08 VOL Tga LEFT/RIGHT T~HE VLOB VCH VROB XNL XNCH XNR WTN EL~[N SST6 SLOPE XLOBL XLCH XLOBR [TRIAL IOC ICONT CORAR TOPd[O ENDST *SECNO 7.000 3301 HV CHANGED MORE THAN HVLNS 7185 MINIMUM SPECIFIC ENERGY 3?20 CRITZCAL OEPTH ASSUMED ?.00 4°82 498°42 &98.42 0.00 499.78 1.37 ~.53 0.19 500.OU 1360. O. 1360. O. OD 145. O. 8. g. ~O0.O0 0.06 0.00 9.39 0.00 0.100 0.0o0 0.100 0o000 &93.60 1~?.~3 0.0396&9 2&O. 220. 170. 9 19 0 0.00 54.15 g01.~8 ! ! i I I 1 ! ! 1 I i I I I i I ! I I 10 NOV 87 16:29:57 TMZS R~N EXECUT~ 10 NOV 87 16:30:31 ffEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - MODIFICATION - 50.51s52~53~S&-55 NOTE- ASTERZSK (w) AT LEFT OF CROSS-SECTIO~ qU~BER INOZCaTES MESSAGE IN SUMMAR~ OF ERRORS LIST NATMAN OD MA~ER ENGiNEeR SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ~LMZN Q CgSEL CRIgS E~ 10K*$ VCM AR~A 0o000 0oO0 0.00 O.U0 ~?0.00 1500.00 &81o90 0.0G .~2.19 23.77 ~.35 3~4.7~ 3uT.b~ O.100 S.O0 0.00 0o00 ~71.80 1500.00 &81.88 0.O~ aEZ.23 5.~0 ~.78 ~1~.0~ 1.900 150.00 486.&? &79o50 ~73.50 1500.00 &8~.67 O.OO &8..31 ~.10 ~.73 316.~9 2.000 10.00 0.00 0.00 ~73.50 1500.00 483.81 O.OU ~8~.O& 2J.~9 3.86 38§.~2 351.3~ 3.000 26~.00 0.00 0.00 ~?~.~0 1~5.00 484.53 J,O0 ~8~.9~ ~7.~0 5.~6 ~69.~5 176.01 4.000 340.00 0.00 0.00 ~80.80 1~45.00 ~87.86 ].00 ~89.68 316.71 1~.82 133.52 5.000 210.00 0.00 0.00 ~82.B0 1~5.00 491.71 3.00 ½92.26 60.22 §.00 25~.00 1~6,21 6.000 275.00 0.00 0.00 ~BT.00 1~45.00 493.91 0.00 ~9~.~5 129.~0 ~.93 2G~.su * ?.000 220.00 0.00 0.00 &93.60 1160.~0 498.&2 ~9~.4~ ~99.78 39o.~9 9.39 14~.~1 ~6.3] ! I i I i I i I I I I I I I I I I I I 10 NOV 87 16:29:57 PABE 7 NATHAN O. NAIER ENGINEER SUMMARY PRINTOUT T~BLE 150 S£CN0 Q CgSEL D[FWSP DIF~SX DIFKgS TOPWIO XLCH 0.000 1500.00 &81.90 0o00 0.00 0.00 34°00 0.100 1503.00 481o88 0.00 -0.02 0.00 31.17 ~.00 1.900 1500.00 483.67 0.O0 1.79 0.0O 31.17 150.00 2.000 1500.00 483.81 0.00 0.14 0.00 51.00 10.30 3.000 1&~5o00 48~.53 0.00 0.73 0.00 59.47 263.00 4.000 1&45.00 487.86 0.00 3.33 0.00 30.80 340.00 5.000 1645.00 491.71 0.00 5.84 0.00 64.39 210.00 6.000 1&45.00 493.91 0.'30 Z.20 0.00 51.85 * 7.000 1360.00 &98.42 0o00 ~.51 0.00 54.15 220.00 I I ! ! I I i i I 1 I I i I I I ! I ! 10 NOV 87 16:29:57 PAGE SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION S~CNO= 7°000 PROFILE= I CRITICAL DEPTH ASSUMED CAUTION SECNO: 7.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY 1 ! I I I I I ! i I I I I I i I i I i 10 NOV 87 16:30:02 PAGE 1 THIS RUN EXECUTE~ 10 NOV 87 HEC2 RELEASE DATED NOV 76 UPDATED MARC 198Z ERROR CORR - MODIFICATION - 50,51,52~53~5&,55 APPENDIX G · TRIBUTARY NO.3 PROPOSED MODEL I_ I ! i I. i i ! I I I ! I I I I i ! I * HATER SURFACE PROFILES * * O.S. ARHY CORPS OF ENGINeErS * VERSION OF NOVENSER 1976 * * THE HYDROLOGIC ENGINEERING CENTER * UPDATED HARCH 1982 PLOTFILE VERSION * * 609 SECOND STREETt SUITE O * * * OAV1S, CALIFORNIA 95616 * RUN DATE 10 NOV 87 TINE 16:30:16 * * (916) X X XXX~XXX XXXXX XXXXX X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX x x X x x X X X X X X X XXXXXXX XXXXX XXXXX~X I I ! ! i I I I I ! I I I i i I ! I I 10 NOV ~? 16:30:16 PAGE I THIS RUN EXECUTEO 10 NOV 87 16:30:10 HEC2 R~LEASE OATEO NOV 76 UPOATEO MARC 198~ ERROR CORR - 01~02~03~0~05 RODIFICATION - 50,51,52,53,54,55 C T1 TRI~ #3 TO GRAPEVINE CREEK--CREEKVZE~ ADOITZON--COPPELL~ TEXAS T2 100 YEAR PRO~ZLE--XSEC FROM COPPELL TOPO--START ~S AT GRAPEVINE lO-YR. T~ ~ATHAN D. ~AZER ENGZNEERS OLJ 611~1~? FZLE: TR~gS J1 ~CHECK INO NINV ZDZR STRT METRZC HVINS O. 2. O. O. 0.000000 0.00 0.0 O. ~75.110 0.000 J2 NPROF IPLOT PRFVS xSECV XSECH FN ALLOC ZaW CHNIM [TRACE -1.000 0.000 -1.O00 0.000 0.000 0.000 0.000 0.O00 0.000 0.003 NC 0.100 0.100 0.060 0.303 0.500 0.000 O.OUO 0.000 0.000 O. OOd QT 2.000 600.000 600.000 600.00~ 0.000 0.000 0.000 0.000 0.000 0.000 X1 1.000 12.000 270.000 300.000 0.000 0.000 0.000 0.003 0.000 0.000 X3 0.000 0.000 0.000 250.00] 480.000 315.000 480.000 0.000 0.000 O,OCO GR 480.000 0.000 4?8.000 40.000 476.000 125.000 474.000 Z30.O00 47~.000 Z40.O00 GR 470.000 2?0.000 46S.040 28Z.OOJ 465.040 256.000 473.000 300.000 472.000 330.00U GR ~74.000 370.000 476.000 430.000 0.000 0.000 0.000 0.000 0.000 0.000 NC 0.100 0.100 O.030 0.003 DIS FACE OF PROPOSED BETHEL ROAD (2- 8°~4 Xl 1.300 6.000 100.000 116.580 &O.O00 60.000 ?0.000 O.OOO 0.000 0.000 GR 479.4]0 0.000 479.430 100.000 465.900 10~.000 46~.~00 115.580 479.430 11~.580 GR 479.430 250.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 O. OOU QT ZOO00 565.000 565.000 565.000 0.000 0.000 0.000 O.OOO 0.000 0.000 SB 1.250 2.006 2.700 O.OOO 16.580 0.580 64.000 0.000 467.100 465.900 Xl 1.?00 6.000 100.000 116.580 100.000 100.000 100.000 O.O00 0.000 0.000 X2 0.000 0.000 1.000 471.100 479.430 0.000 0.000 0.000 0.000 0.0~0 BT 4.000 100.000 479.430 0.000 100.000 479.430 471.100 116.580 479.43~ 471.100 BT 116.~80 479.430 0.000 0.000 0.000 0.000 0.000 0.000 0.000 O.OOO GR 479.430 0.000 479.430 100.000 467.100 100.000 467.100 11~.580 479.430 116.580 GR 479.4~0 250.000 0.000 0.000 O.O00 0.000 0.000 0.000 O.OOO O.OOO NC 0.100 0.100 0.060 0.100 0.300 0,000 0.000 0.000 O.OOJ O.OOd Xl g. O00 17.000 180,000 285.000 60.000 )5.000 55.000 0.000 0.000 O.OOO X3 0.000 O.000 O.000 190.000 480.000 GR 490.000 0.000 488.000 30.000 486.000 65.000 48~.000 90.000 482.000 105.000 GR 480.000 130.000 478.000 148.000 476.000 155.000 474.000 180.000 &TZ.OOO 190.000 GR 470.000 210.000 407.800 Z20.O00 407.800 Z24.000 470.000 240.000 (80.000 ZdS.O00 GR 482.000 320.000 484.000 )60.000 0.000 0.000 0.000 0.000 0.000 O. OOO I I I I I I I i ! I i ! I I I I I I I 10 NOV 87 16:]0:16 PAGE QT 2o000 550.000 550.000 550.000 0.000 0.000 0.000 0.300 0.000 0.000 Xl 3.000 11.000 120.000 230.003 200.000 210.000 200.000 0.000 0.000 0.000 x3 0.000 0.000 0.000 160.000 480.000 210.000 483.000 0.000 0.000 9.000 GR 490.000 0.000 488.000 25.00~ 486.00~ 60.000 484.000 80.000 4~Z.000 105.000 GR 480.000 120.000 ~71.050 16~.000 471.050 172.000 480.0U0 230.000 486.000 27S.O00 GR 488.000 300.000 0.000 0.003 0.000 0.000 0.000 0.000 O.OOO O.OOO X1 ~.000 11.000 115.000 220.000 140.000 120.000 15~.000 0.000 0.000 0.0¢0 X3 0.000 0.000 0.000 130.000 4SO.O00 lSO.O00 483.000 0.000 0.000 O.O00 GR 490.000 0,000 48&o000 90.000 482.000 100.000 480.000 115.000 473.30~ 143.000 GR 473.300 147.000 480.000 220.000 48Z.000 230.000 484°000 g40.OOu 489°000 260.000 GR 490.000 290.000 0.000 0.00~ 0.000 0.000 3.000 ~.000 0.000 0.000 EJ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.003 0.000 I I ! I I I I I I I I I I I i ! i I I 10 NOV 87 16:30:16 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS ~ANR ELEV Q ~LOB QCH QROB ALOB ACM AR05 VOL TgA LEFT/RIGHT TIME VL08 VCH VRO8 XNL XNCH XNR WTN ELMIN ~$TA SLOPE XLOBL XLCH XLOBR ITRIAL [DC ICON? CORAR TOPWIO ~N3ST wPROF 1 CCHV= 0.300 CEHV= 0.500 ~SECNO 1.000 3470 ENCROACHMENT STATIONS= 250.0 315.0 TYPE= I TARGET= 65.000 ELENCL= 480.00 ELENCR= &80.O0 1.00 10.07 a75.11 O.O0 675.11 475.1o 0.05 0.00 0.00 ~70.00 600. 68. 480. 52. 59. 23B. 69. O. O. 6Z0.03 0.00 0.76 2.02 0.75 0.100 0.060 0.100 0.000 &65.0~ 250,70 0.00045Z O. O. O. 0 0 0 0.00 65.00 315.~0 *SECNO 1.300 O/S FACE OF PROPOSEO BETHEL ROAD (2- 8'x&° MBC) 1.30 9.16 475.06 0.00 0.00 675.50 0.24 0.04 0.09 600. O. 600. O. O. 152. O. O. O. 479.4~ 0.00 0.00 3.95 0.00 0.100 0.030 0.100 0.000 465.90 100.00 0.000896 40. 70. 60. 2 0 0 0.00 16.58 116.55 SPEC[AL aR%DGE SB XK XKOR COFQ RDLEN 8HC 8WP 8AREA SS ELC~U ELCHO 1.25 2.01 2.70 0.00 16.58 O.5& 66.00 O.Og &~7.10 4~5.90 *SECNO 1.700 PRESSURE FLO~ EGPRS EGLMC ' H3 QdEIR QPR 6AREA TRAPEZOZD ELLC ELTRD AREA 477.48 475.36 0.0~ O. $6S. 64. 64. 471.10 679.63 1.70 10.21 677.51 0.00 0.00 477.48 0.17 Z.19 0.00 479.63 565. O. 565. O. O. 169. O. 1. O. 0.01 0.00 3.34 0.00 0.100 0.030 0.100 0.000 467.10 100.00 0.000597 100. 100. 100. 2 0 0 0.00 16.58 116.58 CCHV= 0.100 CEHV= 0.300 *SECNO Z.O00 I I I I I ! 1 ! I ! I i I I I I I I I 10 NOv ~? 16:30:16 PAGE SECNO DEPTH CdSEL CRZgS gSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TNA LEFTIRZGHT TIME VLOB VCH VROB Xt~L XNCH XNR wTN ELH[N SSTA SLOPE XLOBL XLCH XLOBR ITR[AL IOC ICONT CORAR TOPdID ~NDST 3470 ENCROACHMENT STATIONS= 190.0 Z55.0 TYPE= I TARGET~ 65.000 ELENCL= 480.00 ~LENCR= &80.00 2.00 9.?0 477.50 0o00 0.00 477.52 0.02 0.02 0.02 480.00 5e5. O. 565. O. O. 480. O. 1. O. 4~0.00 0.03 0.00 1.18 0=00 0.100 O.OoG 0.100 O.OOO 467.80 190.00 0.000192 60. 55. 35. 2 0 0 0.00 65.00 255.00 *SECNO 3.000 3470 ENCROACHMENT STATIONS= 160.0 ZIO.O TYPE= I TARGET= 50.000 ELENCL= 480.00 ELENCR= &80.O0 3.00 6.47 477.52 0.00 0.00 677.03 0.11 0.09 0.03 sBO.O0 550. O. 550. O. O. 206. O. 3. O. 480.00 0.05 0.00 2.6? 0.00 0.100 0.060 0.100 0.000 471.05 160.00 0.002047 ZOO. 200. 210. Z 0 0 0.00 50.00 210.00 *SECNO ~.000 3470 ENCROACHMENT STATZONS= 130.0 180.0 TYPE= I TARGET= 50.000 ELENCL= 480.00 ELENCR= 480.00 4.00 4.61 &77.91 0.00 0.00 478.09 0.18 O.S4 0.02 480.0O 550. O. 550. O. O. 160. O. 3. 1. e~O.O0 0.06 0.00 3.43 0.00 0.100 0.060 0.100 0.000 473.30 130.00 0.004460 140. 150. 120. Z 0 0 0.00 SO.O0 180.00 I I I I I I ! I ! i I i i I I I ! ! ! NOV 87 16:30:16 PAGE THiS RUN EXECUTED 10 NOV 87 16:30:19 NEC? RELEASE DATED NOV 76 UPDATED NARC 198Z ERROR CORR - 01~0~03~0~05 #ODZFZCATZON - S0~51~52~53~5&~S5 NOTE- ASTERZSK ¢*) AT L'EFT OF CROSS-SECT[ON NUqBER ZNDZCATES NESSAGE ZN SUH~ARY OF E~RORS LZST NATHAN D. HAZER ENGZNEER SUHNARY PRZNTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELHZN Q CgSEL CRZg$ EG IOK*S VCH AREA .01K 1.000 0.00 0.00 0.00 &6S.O~ 600.00 675.11 0.00 475.16 4,57 2.02 395.63 2d0o73 1.300 ?0o00 0.00 0,00 G65.90 600.00 &?S.06 0o00 ¢75.30 ~.9o 3.a5 151.83 A00.45 1.?00 100.00 ~79.~3 &71,10 &67.10 56S.00 &77.$1 ~.00 ~77.~8 5.97 3.$~ 169.32 ~$1.1b 2.000 55.00 0.00 0,00 167.$0 565.00 ~77.50 O,OO ~77.~ 1.92 1.18 ~79.o2 407.42 3.000 200.00 0.00 0.00 &71.05 SSO.O0 ~77o52 0.00 ~I?.03 2~.&? 2.67 2G~.24 1~1.5o I I I I I I I I I I I I I ! i I ! I I 10 NOV &7 16:30:16 PAGE NATHAN O. MAIER ENGINEER SUMMARY PRINTOUT TABLE 150 SECNO Q CgSEL D[FgSP D[FWSX OIFKgS TOPgIO XLCH 1.000 600.00 475.11 0.00 0.00 0.00 65°00 0o00 1.300 ~00.00 475.06 0.00 -0.05 0.00 16.58 ?0.00 1.?00 565.00 477.31 0.00 Z.25 0.00 16o58 103.00 2.000 565.00 477.50 0.00 0.18 0.00 65.00 55.d0 3.000 550.00 47?°52 0.00 0.03' 0.00 50.00 200.3u 4.000 550.00 477.91 0.00 0.39 0.00 50.00 150.00 ! ! ] ! ! 1 ! ! ! I i I ! i I i ! i I 10 NOV 87 16:~0:16 PAGE ? SUMMARY OF ERRORS AND SPECZAL NOTES ] I I I I I I ! I ! I I i I I I I I ! 10 NOV 87 16:3~:20 PAGE THIS RUN EXECUTEO 10 NOV 87 16:3U:ZO HECZ RELEASE DATED NOV ?~ UPDATED NARC 198Z ERROR CORR - ROOZFICATION - 50~51,52~53~54~55 APPENDIX H PROPOSED CONDITIONS: 2-YEAR AND 100-YEAR ULTIMATE PROFILES SUMMARY OUTPUT I i I I I I I I I I i I I I ! I I I I 16 JAb ~$ lZ:~Z:07 ~?06J0~l-~1 5& PAGE 1 ~ ~ATE~ SURFAC~ PROFILES ~ ~ L.S. ARMY CO~PS GF ~ ¥~R~C~ dF NU¥~MdE~ 1970 ~ ~ THE HYDROLOGIC ENG~qE~RING C~NTER * uFDATLD MARCH 19~2 PLOIF:LS Vf~SION * · 609 SECOND STREET, S~ITE . e * £AVIS~ CALIFORNIA X X XXXXXXX XXKXX XXX~X X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXxx x x K x x x x x x x X x x xxxxxxx XXXXX xxxxxxx 1 1~ JA~ ¢~ 1~:31:3~ P~G~ 1 THIS RUN EXECUTED 1~ JAN R~, 12:51:3~ hilLY ~cLEAS~ O"TE~ '4or 7~ UPU~I~D P~RC 19~Z E~R~R C)K~ - C1~0~,03.0&~C5 C 11 GRAPEVIq~ C~Ec~, CO~P~LL, £ALLAS COUNTY~ TEXAS UL[ Z-YEAR OZSCHARGE T~ LXT~NDFO FLO00 INSURANC~ 31UdV qO ~C~O&CH~ENTS--PROP. FILL SLOPED 3:1 Jl LLh~LK ING hl~V 18IR STP! ~ETRIC HVINS Q kS~c FQ 0. 7. ]. ]. 0.O0')C C 0.00' 0~0 O. 455.53C O.CO0 ~ NPWDF IPLQT PRFVS XSECV XSECH FN ALLDC IBW CHNZM ~TRACE 1.C00 O.O00 -1oC,)0 0.000 O.OOO O.O00 0.000 O.O0O O.OO0 C.GO0 J3 VAriabLE COOES ~C~ SU~NCRY PRINTOUT l~.CJO gOC.ggG O.COg G.COb O.CO0 O.O00 0.000 0.000 O.O00 C.~OC J~ LP~qT NUR5~C ********~QUESTEO SECTION NUMBERS******** I I I I I I I I I i i I I I ! I I I I Io JAk 8:i, 12:]2:07 ~7,)oJ,~'~2",',,,1 5~, P&GE .T GR ~1.10C 1_)2~.000 4~1.1~ 122a.0')~ 441.600 1250.090 446.400 12~0.C00 &50.100 12~8.C00 GR 4bC.2:3G 1~G3.000 4ob, 2.3b 14ol .030 46G,200 1500,000 460,e00 1600,G00 462,500 1700.C00 GR 4o~,~0C I~UO.OGo 4~e.400 190C,0;)0 4~9.100 ZO00,O00 0,600 O.COG O.OOC O.COO Se 1.05C ~.~1~ 2.500 O.Od6 57.C00 6,GO0 18~6,83G 2,373 4~0.0~0 440.C~0 Xl I~FG,OOC 9. JO0 ~,OOC C,C30 ~O.CO0 ~0,000 ~O,GO0 O,CO0 0,000 O,CO0 x~ C,03C },90J 1 .cOO ~59,C30 ~*0. 500 0,000 O,SO0 O,CO0 O,OO0 O.CO0 X3 1C,C2C -),OOO O, CO0 O.OOO O,CO0 0,000 0,030 4~8,990 ~59.000 O,CO0 BT -23.00C ~55.00~ 4~O.9do 0.030 158.~00 ~10.500 0.000 607.CU0 ~b~.800 O.CO0 eT G.OOC b~.O00 ~o3.50C 0.000 853.000 4~.700 0.030 8F9.GO0 6~1.000 O.CO0 eT C.03C ~9 ~.00,3 ~59.70u 0.000 9~.000 &59.600 O.O:]G 9?9.G00 459.500 O.CO0 UT L.UOC 99-~.00U ~ ~9.50C' O.OuO 1000.000 459.700 0.000 1100.COG ~o0.5~0 L.CO0 BT C.,JOC 1125.00:J aoG.50u a58.~]0 1272.C00 460.500 4~9.G00 1300.000 460.50G O.CO0 aT C.eOC 140~.Oe~d ~C.20~ G.OO~ 1461 .~00 &60.200 O. O:JO 1500. CO0 4~0.200 O.CO0 BT C.COC 1~00.0~0 4oC. 50(: C.O00 1700.000 462.500 O.G20 1800.G00 4~4.60G O.COe 8T O.OOC 1902. )00 ~6~.~OU O.OJO ZCO0.OOO 669.100 O.GOu O.COO G.GOU O.CO0 xl 1552C.00~ 1 ~.000 1527.~0C' 1638.000 50.000 50.000 $0. C:2O O.OO0 0.000 O.CO0 G~ ~SG.90C 1000.003 475.C0C 1100.030 ~70.500 1200.000 4~.~00 1249.000 459.100 125~.C0C GR 4S8.3.2C 1271.00'J 465.70C 12~5.000 452. 100 13 OO.O00 4)0.5.JO 1~26.000 459.700 13~.C00 GR ~SJ.60C 1527.)0~ 4~1.300 1550.090 441.600 1585.000 ~5.600 1608.000 ~55.200 1700.C00 1 16 JAN 8~ 1~:~1:J4 P~GE 3 ST LOUIS ~ SObTHwESTERN ~a[LROAD - COWNSTREAM SIDE PROFILE SECTION ! - SURVEY S£CTI'3N 9 ST. LOUIS S~UTMWESTERN xl 15bOC.OJC 2 ~.O0'J 1121 .COG 1~50.0)0 ~0.000 100.000 80.000 O.GO0 0.000 O.C~O X~ tC.C'~C ~.)O'd O.OOc ~.eae o.coo 0.000 O.G.JL ~59.400 45q.~00 O.CO0 GR 402.7-JC lO0~.OO-J ~o~.~00 I1 ]C.Oq? 402.c00 1200.000 452.800 1300.GOO 462.700 1321.COC Gq ~.b)C 1~21.0G0 ~4~.aO( 13 ~3.G 3'. ~8.400 1334.000 4~Z.400 13~9.L00 A~Z.4~O I~50.COL G~ ~.g.3 JL 1 S7t. OGJ 4~Z. ~Oc 13~¥ .OOC: 4~1 .~00 1392.000 4~5.500 1400.G00 446.000 1410.COC GE &~6. O JC 1~11 .UUO ~4~. GO~ 142.~ .C'JO ~9. CO0 1424. 000 4 J2.60U 14 J7. 000 *52.600 1~38.C00 GR 45e.40L 1~5'3. OOO 4b1.?00 1450.00~ 4~Z.900 1500.000 463.400 le30.C00 405.800 17'30.C00 GR ~oG.20C 1603.000 4~4.800 1900.GOO a~5.400 ZO00.O00 O.O00 0.000 0.030 O.COO S6 1.05C Z.~75 2.500 0.000 bo. ZOO 6.000 1569.350 1.850 ~2.400 4~2.~00 xl 1561L.00C 0.000 O.OOC 0.030 10.000 10.000 10.000 0.000 0.000 O.CO0 x2 C.OOC O.O0:J I .CJG asg.4JO ~1.700 0.000 0.000 0.000 0.000 O.CO0 x5 lC,dOC 0,00~ O,G:JO O,C30 O,CO0 O.O00 0.000 ~59,~00 459,~00 O,CO0 BT -15,~.3C 1000.000 4~2.70[~ G.O00 1100,000 46Z,600 0,000 1200,000 a62,600 O.COO BT C.UOC 1 ~03.000 ~,~.~OC' 0.00~ 1~0.000 ~62.?00 O.O00 13Z1.000 462.700 ~59.~00 ~T ~.uOC 145 }.000 ~61.70U 459.~0 1500.000 462. 900 0.000 1600.000 463.400 O.COO ~T C.GOC 1700.000 4~3.~0~ 0.~ 1800.000 464.~00 0.000 1900.000 464.800 BT C.O~C ZOOO.OOO 4~5.40G O, O:JO O.CO0 0.000 O.OO0 0.000 0.000 O.CO0 xl 1563C.u3C 24.000 1115.COC 1210.033 30.000 10.000 20.000 O.COO 0.000 O.COU GR 47C.0JC 100 J.O03 4~5.COt: 1CZO.OOO ~6b.CO0 10Z6.000 46a.000 1~J8.000 4~2.000 1C&5.CO0 I I I I I i ! 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CgO 1770.000 456.C00 1970.606 0.020 O.CO0 NC C.030 0.300 0.000 0.130 0.300 0.000 O.COG O.CO0 0.000 O.COO Xl lj~£.00C 2~.000 110~.¢00 12~e.00£ 10.£00 10.000 10.000 0.000 0.000 C.CO§ Ge 4?G.OOC 1003.OGd 4~d.CO0 1015.03,3 4~o.C00 1025.000 464.G00 1C~5.C00 4~2.000 10~2.000 ER eoC.UOC 1052.00,3 455.C00 1GOO.030 456.C00 1070.000 454.000 1C~5.EO0 45~.b00 1072.£0u GR 4SO.dOC 1102.00J 4~2.60b 11Z6.030 441.600 1178.000 441.700 1154.600 442.00u 115b.C00 GR 450.0J¢ 1200.30u 452.000 1215.030 454.G~0 1225.000 45~.G00 1235.00u 400.000 12~5.C00 ER ~O1.?~C 1~55.000 4o2.GOL 14~S.0~0 4~4.C00 1765.000 4~6.600 1~55.C00 0.000 0.090 Xl 15050.uuC 0.000 G.GGG 0.090 10.C00 10.000 10.090 O.OOG O.CO0 9.C09 xl 1SooC.uJC 24.~9~ 1C69.0ub 1170.0~0 lO.GO0 10.000 lO.GO0 O.60O 0.030 O.COC Gg 470.b2C 1CO].OOJ 408.000 1C1G.OOC 466.C00 1020.000 4o~.~00 1C30.C00 4~Z.OOC lC40.C00 E~ 4OC.bOC 1053.000 45~.COG 1C58.G30 456.C00 10~S.000 &54.OO0 1075.0u0 452,000 1GSZ.CO? GR 4~C.OJC 108~.000 44~.C~0 1135.000 441.800 1107.000 441.7~0 1113.000 442.000 1155.£00 GR ~5C.OOC 1170.000 452.C00 110~.000 454.C00 1200.000 4~.~00 1?lO.CO0 4~0.000 1225.000 GR ~61.760 12~5.000 4~2.000 1~5.000 46~.C00 1745.000 4~6.C~0 1945.G00 0.000 O.CO0 #~ £.07£ 0.070 0.~50 0.1)0 0.)00 0.000 O.O00 O.CO0 O.OQO O.CO0 Xl 156~C.U~C 2~.200 1052.~00 1240.020 20.000 15.000 20.GOO O.OOG 0.000 O.CO~ ER 4?C.GOC 1000.00,) 468.000 1012.00U 466.G00 1073.000 &64.020 1058.000 402.030 1045.C00 GR 4oC.000 1052.000 45~.C00 1C~O.OOO 456.G00 1068,000 4S~.GO0 1075.COO 452,000 1GSZ.COL ER 45C.00C 106~.000 442.000 1102.630 s41.850 1104.000 441.730 1130.000 442.G00 11~2.C00 G~ 450.030 11~0.000 ~5~.C00 11~S.COO 454.600 1220.000 4~6.000 1250.C00 4fiO.O00 1240.C00 1 1~ JAb ~ 12:~1:~4 P~GE 4 GR .~1.7oC 1250.0~0 4o2.00U 14c0.000 404.C00 1750.000 466.G00 19~O.GOO 0.000 O.CO0 xl 15730.00£ 20.000 1C99.C00 1307.0.]0 SO.CO0 ]0.000 SO.GO0 O.GO0 0.000 O.CO0 GR ~7¢.~00 l~O0.OOJ 4bO.CO0 1~>5.0-~0 4o6.000 1070.000 4~4.G00 10~0.C00 4~2.000 1038.C00 G~ 46C.uJC 1099.300 ~50.000 11~0.030 44~.000 114Z.000 441.650 1144.~90 4~1.7S0 1170.C00 GR 4.2.60C 1177.00J 45G.000 11~Z.~90 452.~00 1710.000 454.000 1ZST.GO0 456.000 1797.C00 ~R ebC.oOC 1307.~J00 401,700 1117.G00 46~.000 15~7,000 &~4.GOO 1817.C00 466,000 2017.C00 #C C.O?C 0.973 ~.C~O 0.1~0 0.~00 0o000 0,000 0.~00 0,000 O.CO0 QT 6.00C 6909.000 9700.C00 1100C.OOO 1~200.C00 16300.000 5280.600 0.000 0.000 O.CO0 PROF[L[ SEC[[~N J - SURV£¥ S~CTION L~NO £SVELOPE~ENT FILL ON LE~T CVER~ANK UPSTREA# ~0 ROORE ROAD. Xl 1~£.000 74.000 165&.COU 1727.000 8JO.GO0 650.000 750.C00 O.CO0 OoOOO O.COC x$ g.dd~ O.OOJ O.£UG 15~C.@30 470.000 ~146.000 470.¢00 O.GO0 0.000 O.COO ER 4~5.500 1000.209 480.400 1100.000 473.900 1Z00.000 &~6.500 1500.C00 458.700 1490.C00 GR 45e.30C 1500.00:J 454.900 1600.C00 ~57.100 1'614.000 &4S.O00 16bS.GO0 442.700 1683.C00 GR 443.~0C 1700.000 4~7.200 1722.C]0 455.900 1800.000 455.600 1900.B00 455.~20 2000.C00 ER ~$t.130 2100.00J 455.500 211~.0)0 4~5.400 Zl&6.000 455.430 2151.G00 404.030 2170.C00 GR 4o5.500 2~00.000 ~55.G00 2261.030 ~6~.600 2]00.000 469.200 2322.000 0.000 O.CO0 I i I I I I I I I I i I I I I ! I I I 16 JAN ,~& 1Z:,],Z:07 dTJGJ~,5;-'~,l 5& PaGE QI' 6.OJC 7500.00:) 135 .]C,.O00 11a-OC.CO0 15100.000 16000.000 5270.0C0 O.GO0 0.000 O.CO0 xl 17030.0 }C 14.000 1555.00u 1~,10.030 1160.G00 1000.000 117.0.006 0.000 0.000 O.COO x.5 C.OJC 0.303 0.000 1140.030 470.000 1900.000 470.C00 O.CO0 0.000 0.C00 G,: 430.0.JC 053.003 470.60C 9~C.C;OO 4,~0. CO0 1140.000 459.000 1&10.000 4 Sci. 1.gL, 15:'G.COC GR 457.5.30 1535.30,.) 4 ~. 5. ~0~, 1561 .C.)O 445.C00 157Z.000 446.000 1590.C00 459.500 1 ~;10. C'30 (,R ,~59.630 171 ). 00..} 4 ~-.G. ~0<. lc 20. C J,,) 461.530 1870.000 471.430 1990.000 0.000 0.£00 xl 17950.C, 00 Z.3. O0'J 1400.£30 15.~0.0.30 {:00. CO0 260.000 3,30. C, :)0 O.OJO 0.000 O.CoO x3 C. u 3,... J.OOJ C.COb 1C ,~ 2. rJ'J{'., 470.C00 O.O00 0.003 O.CO0 O.UOO O.COC, GR ~I~.(,OC 1JOJ.g03 4 o o. G,.)C' lu.3g.C]]' 450.C00 1070.000 &34. O(}C, 1100.000 402.£00 11~8.CDC GR 4~C.C'gC 1155.00] &55.C,JC 1~ ]5.G;IU 458.£00 1400.000 4$b.C,OO 14~5.000 45&.0.20 1505.C00 GE 452.U00 152-2.000 45C.G.Jb 15 $0.03'-~ 446.190 1550.000 4~0.U,30 15 ?O.C,O0 458.03C 15:)O.Cgc GR ,,oC.O3C 173 :).OG.) 4 r),, .COL. 11..5. L. J': ~,~8.C00 1765.000 469.200 1770.C00 4?0.000 ~lgO.Cgg xl 1815C.020 l?.OOJ 14,~C.COu 1550.033 150.600 180.000 170.000 O.COO 0.000 O.CO0 x3 C.0OC 0.303 O.CbO lO~O.OJU 4,70.600 0.000 O.aO0 O.CO0 O.OO0 O.CO0 GR 47'C.O0£ 1000. 300 4od.C~Ol: 1C 50.u-~o Gcc. GOO 1045.000 404.090 lC80.000 ~52.000 11Z0.C90 GE 4GO.L; Jc 1145.JOg 45~.(~0U I~ZO.G]O &58.C00 1255.000 458.G00 1430. C,.)O 450.090 14,95.C00 GR ~:,e.o,)C 1519.000 450.G0b 155C.Og0 460.C00 1550.000 &50.GO0 1595.C00 460.000 1650.C00 GR 4o~.700 1685.009 47G.CGC 1-~10.0.10 O.CO0 g. O00 O.COO 0.030 0.0-30 O.CO0 xi 1dZ10.O3L l:b.,JO0 14,~b. CC;O 15..5.0)3 50.(;00 65.000 'bO.CCC C.COO 0.000 O. C:)C~ x3 C.O3C 3.30) O.GOG 1C3b.O9,J 470.C00 0.000 O.CbO 0.(~30 O.OOC C.CuC, GE ~.TL.OUC 1309. O(J-) 4o~ .c,Oc IO'TC.C )3 ~6o. CO0 1045.003 &54.COO 1085.G00 462.00(, 1130.C0C GR 430,.U00 115 3..3U3 4 5,~,. 00,:' lZ,.0.030 458.C00 1&90.000 &SO.C,00 1510.000 646.8,.)0 1525.(.00 6R ~,5C.ugG 1535.00u & eC .COt,., 15..5.C3;) ~,,60. £00 1605.000 &50.CO0 1650.£00~ 4~9.850 1680.000 GR 47C.00C 1733.000 C.O00 g.G'JO O.GO0 O.OOO 0.090 O.GO0 0.000 O.COr.' 1 10 JAN ad 12:~1;36 P~GE 5 Xl 1cs,, ~,C .O 3C 1:,. O0 .I I &oO.OQ~} 155 _',. C;')O 30.C00 $0.000 So. COg U. GOt5 O.C;OO C.C3C- X,.,$ C. O,]L; 3. Od,.3 O.C ,2~ 1C,2 .C..3O 470.000 0.000 O.COO O.CO0 O.C,O0 O.CO0 GR ~. ?C.u('C !;]30.900 4 jo.C ~JrJ 10 :. 5. {; J'] 4~{).COO 1050.000 434.000 1090.000 45~.000 1140.C00 bi{ 460. O.~C 1155.:)00 460.C;0r. 14 -~G. C'90 450.000 15Z0.000 4,~6.9'30 1530.000 450.C,00 15 :,0. (.00 GR 43C.0JC 155 '{ .00 ~J & o O. f.,,Ji] 16 lc~. 0.)0 469.900 1680.000 &?O.G30 1700.C00 0.0,30 O.OOO xl 1832£.000 1...000 151L'}. C,OC 15 ~,C.C 10 80.630 80.000 80.000 O.GO0 0.000 0.000 XS C.OOC 9.000 O.GUO 1052.030 470.600 0.000 0.000 0.000 0.000 O.CO0 GR 470.O:JC 1000.00.',,' &o~.COC lC40.0~)0 460.C00 1062.000 &G&.O00 1105.000 462.000 1150.C00 G~ 4bC.OOC 1195.000 4oO.C()O 1~.50.0}0 &60.GO0 1510.000 650.000 1535.§00 4~,7.100 1542.C;00 OR 45G.0.30 1560.'30~ 460.£U0 15,30.e00 46o.0oo 167o.000 &?0.00G loo0.Goo 0.0o0 0.COO ](1 1845c.o00 17.00o 14~5.0oc, 15'5o.00n. 1~0.000 160.o0o 150.0:)0 0.c00 o.000 o.coo X..,T C.OOC rJ. go0 O.O00 10'~5.000 470.000 0.000 O.CO0 O.O00 0.000 O.CO0 GR 470.000 100'3.000 /.~.(}00 10~5.090 460,,000 1080.000 a64.000 1150.C00 4,6;).000 1170.C00 G~ 4,60.00£ 1;743.000 4e, G.CbG 13~5.0'30 460.000 1465.000 a$O.O00 1460.{300 ~47.500 1490.C00 GR ~,5C.03C 1510.000 4dO.COG 1530.GJ0 462.000 1675.000 &54.GDO 1700. C~00 466.000 1730.CU0 GR &5~'.OuC 1770.00,] 4, 7G.COC, 17;t0.0'30 O.CO0 0.000 O.COO 0.000 0.0-'30 O.CO0 I I I I I i I I I I I I I I ! I I I i pI.,OF[Lc. SECTICN K - SUR¥~Y ,SECTION 11 La~O I~EYr-L.,')PENENT FTLL ON LEFT OVER".~NK Xl 165.1C .O,JC .'. 3. CO0 4~3G.0OO 5C£ 5 .Or'JO SO.COO 50.000 50.0OO O. G-90 O.OOO C.COU X5 0 .CO(} 3.3u0 G. COt'_ .,55: .C.)O &70.GO0 O.OOO O.0OO O.OOO 0.0OO O.£OO GR 4::t7.kOC 4,J50.000 4~&.500 :,1.90.033 t,&2.300 4,1 50.000 &?9.3aU 4200.(:00 476.700 ~.250.CO0 GR ~,74.~JC &~OO.OOO 472.&UO .!50.C00 ~?O.BO0 4400.000 4~9.300 4450.C30 457.900 &S~O.CO(J GR 4~6.1;)C ~,553.0C5 ~. ~,. 5~ ~,odO. 0,.)0 463.?00 4650.000 4~3.200 ~.?O0.CO0 4~2.200 /.TSO.COO GR ~,~2.30C 4~00.000 45c.~00 ~5~0.C~0 4ol.600 4900.000 4S1.600 ~910.000 4ol.600 ~920.£0C GR ~o,~. uOC 4~30.00.J 4~15. SO0 49~o.C22 45~.500 ~960.000 ~50.GO0 ~970.C~0 ~47.600 49~3.C00 GR ~. 5']C 4a9.}. )G9 ~51.5,}U SC.JO. C~C 459.500 5020.000 4~1.000 50ZS.CO0 ~61.500 5C50.COC GR 4~C.40C 51L, 0.')09 4~. 3'.~0 515C.0'}0 ~5.800 5200.000 408.590 5250.COG 4~2.d00 52~0.~00 GR 4f2.9.JC 5ZoO.,]GJ ~TG.oO0 52 )P.C,JO ~75.120 5350.000 4~5.q00 5~O.GOC 4~9.300 544G.C00 kC C.UCC O.GO0 C.L~ G. T]C O. 500 O.OOO O.GOO O.GGG O.OO0 O. COO Xl 1=51~.6~ ia.CCC 151;.C-JO 1: ,O. rO5 1~.~OO 1~.OO0 14.GOO O.COC O.OOO G.CO0 xJ C.OOC O. 00') b. CO<. 11~5.C-;'2 ~70.C00 0.000 O.CO0 O.CO0 O.bOb O.CO0 GR 47~.90C 1030.900 ~72.900 le07.03~ 47z.500 1057.000 471.10G 1107.C00 ~70.900 11~7.C00 GR ~7C.o0C 118'5.00G 47u.500 1255.0~0 453.300 1255.000 4~3.300 lZ58.C00 4r0.690 1258.Cu~ Ga ~C.6GC 1407.,J00 ~7~.~00 1~7.C:J0 ~7Z.500 1501.000 ~72.340 1513.GOG 467.090 1513.C00 G~ 45~.91C 15eO.700 4~c.5ob 1556.4.JC ~55.810 1565.650 &54.8c0 15~8.150 448.680 1584.450 GR 4~9.1')C 159o.950 4a9.C~G 1610. ?]C ~55.980 1625.550 4~.150 1628.G50 458.15G 16~0.1~0 GR ~73.5~C 1~07.00~ &~3.60~ 1~ ~7.~.~ 4~.eO0 1898.000 &~.SgO 190~.G00 0.096 O.CO0 PROFILE S~CI'ION L- SUR¥,:¥ c,{CTION 12 l~4P~(~VEO dR[GG["-- C.~T~ JPO;,TE J~. 1957 ,~NOERSON ENGINEERS 1 16 JAN 5?, 1£:31:-~& PaGE 6 O.S. MO,JPE ReAD ~hOERSCN Xl 1US15.OOC ~..000 1513.C00 1'- ~;9. 730 1.000 1.000 1.GO0 O.COO O.OOO O.CO0 8[ -Z1.C]C 1003.000 ~7o.90C 0.090 1G07.C00 47~.900 0.000 1GS?.COC 472.500 O.CO0 BT C.OOC 1107.000 471.10L O.COG 1157.C00 470.900 O.CO0 1193.GO0 470.000 O.CO0 8T L.OJG 1255.0G0 ~TU.5OC 437.~00 1258.G00 470.600 407.~00 1407.000 470.600 O.CO0 BT C.G~L 1565.550 ~73.3ZG ~o.~ZO 1625.550 473.750 469.7~0 le50.700 473.0~0 e59.¢50 BT C.OOC 1696.0~ 47~.~0u C.O~u 1757.GU0 473.800 O.OUO 1807.C00 473.500 G.CO0 BT C.O0~ 1~57.000 ~7;.o06 C.090 1898.000 473.600 O.OOG 1907.000 ~7].~00 O.CO0 GR 47~.9UC 1003.000 47~.90~ 1~07.C~0 47~.500 105~.000 4Z1.100 1107.000 470.900 1157.C00 GR 47C.0.3C 1185.000 470.5UC 1ZSS.UO9 463.300 1~55.000 &53.]00 1258.000 470.000 1258.C00 GR 470.80C 1~07.000 472.200 1~57.000 472.500 1501.000 472.340 1513.G00 467.090 1513.C00 GR ~58.91G 154~.700 ~S&.5oG 1556.~0 &55.810 1565.650 469.320 1565.650 469.~20 1558.150 GR &5~.bbC 156~.150 44~.o80 1534.450 449. 100 1596.950 4&9.C40 1610.800 455.9~0 1625.550 QR ~o9.7oC 1625.550 469.760 1028.050 457.160 16Z8.050 458.150 1630.150 458.500 1652.300 GR 4o8.4~C lo80. 700 ~73.650 16~0.730 473.800 1698.000 473.800 1757.000 475.500 1807.C00 GR ~r3.bOC 1557.000 475.600 1~8.030 ~73.300 1907.000 0.000 O.O00 0.000 O.CO0 U.S. MOORE ROAU aNDERSON ENGINEERS xl 18505.006 35.000 1513.C00 le~9.050 SO.G00 50.000 50.000 O.O00 0.000 O.CO0 aT -21.00C 1000. 000 ~?e.90U O.COO IO0r.GO0 &72.900 0.000 1057.000 472.5~0 O.COO I I I I I I I ! 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I lo JAN 6b 1;':32:07 ~7-~6J~'~2-W1 5& PAGE 7 aT C.bOC 1107.000 ~/1.1U0 0.0}9 1157.C00 470.900 0.000 1153.000 420.600 O.CO0 eT G.b~C 1255.30~ a7C.50G ab7.3J(J 1258.GU0 470.600 467.3C0 1~07.000 470.800 O.CO0 ~T C.OOC 1565.2C'J ~73.30~ ~9.3-)P 162~.920 473.840 469.840 1679.650 473.320 bT C,OJC 1695,000 473,~'J~ O, 0.30 1757,000 473,800 O,OOO 1BO?,CO0 473,500 O,CO0 BT g.bOt 1557.30,) ~73.eOG O.C.]b 1898.C00 473.600 O.OOO 1907.C00 473.300 O.CO0 GR ~ 7o.~'.3[ 1000.000 47~.9'65 lb]7.003 ~72.500 105T.000 471,10~ 1107,C00 470,900 1157.000 G~ 470.5~0 11~.003 47G.500 1255.000 463.300 1255.000 45].330 1256.G00 ~70.oOG 1258.C00 GR ~/C.cuC 1~C7.000 ~72.~0l' 1.57.000 472.500 1501.000 472.co0 1513.~00 457.390 GR 4j~.73~ 1540.15~ 45~.4T0 1~57.95U 455.b00 1565.200 459.30C 1565.200 469.~00 1567.700 GE 409.44C lo26.42J ~o9.84L loJ7.4~0 457.190 1627.42G 4~&.24S le29.500 ~58.5r0 1651.~0G GR 4o~.15C 157Q.65.] 473.320 1079.0~0 473.800 1698.000 473.800 1757.G00 473.500 1807.C00 6R 473.LOC 1~57.00] 473.6'30 I~.C]O 47~.300 1907.000 O.CO0 O.OO0 0.000 O.CO0 X$ 1~5o~.0~C 3~.002 15~0.150 15~1.3.33 1.020 1.000 1.000 O.GO0 0.000 O.CO0 GR 47t.900 luOg. OO;J ~ 72.900 1G07.000 472.500 1057.000 471.100 1107.000 470.900 1157.C90 G~ ~C.eu( 1185.003 47C.500 1255.C'J0 ~o3.3U0 1255.000 463.300 1258.C00 ~70.600 125~.C00 GR ~7~.8dC 1~07.005 472.z00 1~7.000 472.500 1501.000 4T2.6o0 1513.000 467.393 1513.C00 GR ~5~.73C 1540.150 45~.~70 1557.~5C~ 455.630 1565.200 454.610 1567.700 4,8.4~0 15~.150 G~ 4.9.10C 159~.o50 ~.69G 1610.~00 455.9~0 1624.9Z0 457.190 1627.420 458.2~0 1629.500 G~ 43~.57C 1351.~0J 4~.150 167q.~50 473.320 1679.650 47~.800 1698.C00 4T3.80~ 17~7.~0~ GR 4/~.5~C 1307.U~0 47~.o~1J 1~57.GJ0 476.600 1~98.~00 0.000 O.GuO 0.0~0 O.CO0 kC C. OuC O. JO,) C.C50 O. GO0 0.000 0.000 O.GO0 O. COG O. 000 O. COU AhDE4SON ENGINEERS S~CT~Oh xl 1500C.0'2C ! ~.OdO lJ 5.J.OOC 1500.000 54.000 ~.000 5~.G'30 0.000 O.OOO O.COO GR .7..50C 100 J.'3C'~ 47U.500 1~0.00'] ~64.500 11 00.000 452.000 1150.000 46Z.O00 1290.C00 GR 4Gl.b]~ 1~ 5.'). 20'J ~ ~C.5'Jd 1330. crjc) ~59.700 1350.000 458.500 1390.000 &47.7~0 GR 4~.~C 14Z~.JGO 457.60~ I~.0-]0 461.L30 1500.000 452.700 1550.G00 40~.000 1600.C00 GR 4ot.50~ 1~53.J0] 4~. ~0~) 15')5 · C;~C 4~3.400 1741.000 4~.5G0 1750.C00 O.OOO O.COG I 16 JAN ~ 12:51:3~ PAGE 7 a~DERSON ENSIhEER5 sECTIO~ Xl 15o15.0dC 19.200 133G.CGG 1530.030 15.000 15.000 15.0d0 0.C00 O.O00 O.CO0 GR 4?o. OdC 1000.300 410.500 lC50.¢30 464.500 1100.000 462.000 1150.CU0 462.000 1200.C00 GE 461.40C 1250.303 460.530 1500.GOC 459.700 1350.000 458.300 1390.000 447.700 140o.C00 GR 4~?,4JC l~Z~,O00 457.600 1444.03G 461,C30 1500,000 462,700 1550,000 404,000 1cOO,CO0 GR 4~6,5JC 1050,~0~ 4~q,OJO 16VS.G3~ 475,400 17e1,000 4?3,500 1750,G00 0,000 O,CO0 Xl I&~SC,OOC 32,OOJ lb05,LdO l~a.03O ]5,000 $5,000 $5,00O 0,000 0,?00 O,COO GR ~6Z,60C 1100,000 478,5~ 12J0,005 409,200 1300,000 4~5,200 1372,000 463,~00 1376,C00 6R ~07.33C 15~4.000 406.~00 la00.030 466.500 1416.000 463.400 1454.0U0 463.600 1500.C00 GR 4o2.33C 1603.000 451.600 17]O.Cq') 462.400 1805.000 447.500 1830.G00 446.800 GR 448.10C 155~.900 4b~.EdO 1858.00u 462.300 1900.000 463.100 2000.C00 4o?.300 2130.C00 GR ~/2.3~C 2133.JOU 473.Z00 2154.C~0 472.700 ~140.000 470.700 2157.000 475.000 21~5.C00 GR 476.40C 2~09.00U &?7.GOO Z~J~.OU~ 47~.200 2263.000 478.600 22~4.000 47?.700 2300.C00 GR 47o. Z0C 2321.~00 &76.300. ~340.0}0 O.GO0 0.000 0.000 0.000 0.0~0 I I I I I I I I I i I i I i I I ! I I 16 JAI~ 85 1~:32:37 ~?ObJC.,o~*i~l 5~. PAGE 8 GT o.OOC 7~00.000 105 JC.CO0 11830.000 1510(.I.000 15500.000 5210.GOO O.~OG O.O00 O.CO0 NC C.O~L ). 090 O.G)C' 0.19C 0.300 O.O00 O.O00 O.GOO O.OO0 O.CO0 ~CT[ufl ADDER BY N~ ENGiNeeR; FROM COPPELL TORO Xl C.IOC CO.qO0 ~e5.OO0 5~0.~00 ~]O.CO0 2~5.000 SlO.O00 0.C30 O.OOO O.CO0 GR 4 7E. O'~C 3.000 4Z~.C~C 10.000 ~74.000 Z5.O00 &r2.CO0 ~5.GO0 470.000 65 .CO0 GE 458.00C 6O.O00 4b~.COC 100.03C 4~4.C00 1ZO.O00 a~4.CO0 ~55.G00 ~60.000 ~O.CO0 GR 45[.U0< 503.000 449.C00 5lC.CO0 449.030 5ZO.O00 450.000 5~0.C00 400.000 GR 4~2.00C ~bO.qO0 4~.C00 ~JS.O00 406.000 655.000 4~0.C30 695.C00 471.000 715.C00 SECT]ON aDDE~ ~v MOM ENGINEERS c{OM EOPPELL ]OPO 61~187 xl C.~CC 20.900 ~lO.~OO 5~.000 Z90.CO0 Z65.000 3)O.OgO O.OJO O.GO0 O.CO0 GR 47~.0o~ O.OCO 4r~.C30 ~.C)O 4~.C00 50.000 ~?2.agO ~0.C30 ~ZO.O00 lOS.COO GR 4o~.OJC 145.000 aGO.COb ~.O.LJO &64.C00 310.000 460.CQ0 ]ZO.GO0 450.2g0 33C.C00 GR 4 5d.Z.JC 5&U.OOb 4.0.G20 355.030 ~62.C00 365.000 464.000 385.000 466.000 7~5 .COO GR 4o6.0 JC 76'3. 000 47<.OOd 75C.GOG 472.~00 785.000 474.GO0 ~02.C0C 475.000 RIO.CO0 SECTXON aOOEC 8~ ND~ ENGXNERR~ F~OM COPPELL TORO xl C.OGC 1b.009 315.~00 372.030 410.~00 ZSO.O00 ~50.000 O.COG 0.000 O.CO0 Ge ~Ze.u~O 0.~0~ 47~.C00 lO.COO 472.000 ]5.000 470.000 50.C00 468.000 1~0.C00 b~ ~o~.uuC 1~5.000 ~.COC: 315.8]0 4bO.O00 3S0.000 ~51.000 3~0.000 451.000 350.C00 6R 45C. OoC 362.t)O:) 464 .CO0 3rz .CDO 464. CO0 475.000 4b&. GO0 610. CO0 470. 000 6g 2. CO0 GR 4~e.bdC 645.300 O.G30 O. 0.30 0.000 0.000 O.OOO O.CO0 0.000 O.COG PhOF[LE SECT[ON ~ - SURVE~ ScCT[ON 1]. 5ECg[Oh NOO[FZEO BY NON xl 205~C.G.JC 1 a. O0.J 1,97.006 15~0.030 370.000 350.000 540.000 O.CO0 0.000 O.CO0 GN 4UC.OOC 1~23.000 aTE.COL, lOb2.COO 476.~00 1074.000 474.G00 1100.C00 472.000 1134.C00 GR ~?C.C, OC 116.3.000 ~o~.CO0 11'~Z.00~ 466.C00 1g~O.O00 ~o6.000 1395.GOO ~66.G00 1497.C00 GE ~O.OOC 1515.30.~ ~.gOO 15 Z~.C.3C 452.600 1552.000 ~60.000 1575.~0C ~6.000 1570.C00 G~ ~C.u.OC I~CJ.OCO ar~.CJ~ le22.GO0 480.G00 16Z8.000 4~0.500 1653.C00 O.03d O.CO0 I 16 JAN ~d 1~:51:3~ PAGE Gl' 6.OOL ?500.000 10500.00(,. 11;30.030 15100.600 16100.000 5150.000 O.C'JO O.OOU O.COO SI:CT[ON ADC~E BY NEoN ~:NGl%ri:f~S FROM CoPRr:LL I'OPO Xl C.5.3e la. OOO ~,50.000 5 .l? .0~)0 515.C00 415.000 &35.000 O.CO0 O.OOO O.CO0 GR 45~.0 3C, 3.000 4dZ.GO0 ~5.COO 480.000 55.000 &?8.GO0 80.C00 416.000 102.C30 Gi~ 474.0;JC lg'J. UOU 4?2 .eOb 1~.6.030 470.£00 1 96.000 ~68.G00 ~50.C00 s60.O00 ~50.C00 6~ ~5a.~3C ~75.0C.J ~Ss. COe ~O.CO0 a60.GO0 5Z~.O00 ~?0.000 58~.000 ~72.000 600.C00 GR a?a. UOC 6g0.900 A3G.CO0 o50.COC &~2.CO0 665.0~0 ~.000 680.000 SECTION aOOEE B~ NDM ENGinEERS F~O~ COPPELL 10~0 Xl C.o~C 1Z.O00 370.C00 4~5.030 3~O.CO0 360.000 390.000 0.~00 0.000 O.CO0 6R 4oC.OUC 0.000 474.e00 ~O.O03 4~2.G00 105.000 470.C00 140.~00 470.OdO 370.C00 6R 4oC.Od~ )95.000 455.Cu~ 405.000 45~.000 415.000 460.000 4)5.C00 470.000 455.C00 G~ 4~4.00G 545.000 480.C00 555.0JU 0.000 0.000 O.O00 O.O00 0.000 O.CO0 NC O.O~G 0.090 0.050 O.CO0 .0.000 0.000 0.000 O.GO0 0.000 O.COC 4hDERSON ENGINEr:RS SECTION X$ 216~G.00C l~.DOU 11gG.CuO 1~55.C3~ 180.C00 300.000 3Z5.000 O.GO0 0.000 O.CO0 GR 452.0JC lO00.OOO 4 80.COC. 1CffC.O~O 478.000 1055.000 476.000 1080.COG 474.000 1105.C00 I I I I I I I I I i I I I i ! I ! i I lo JAN &~ 1;":~:~? ".72oJ~".2-.~.1 ~/* PIGE GR ~72.C0C 1150.000 4~O.~UO 11~9.~ 4~0.C00 1200.000 ~J~.CO~ 1205.C00 45~.900 1210.C00 6R 4~6.0'}C 1220.000 4oC.GOL, 12~0.C~0 ~70.COO 1255.000 ~72.G00 1395.000 4Z~.O00 14~5.C00 GR ~z6.gJC 15~0.000 4Z~.COC 1555.C')0 ~80.~00 1580.000 48Z.EO0 1610.G00 0.000 O.LOC NC C..JSC 9.-3~0 6.C~5 ~.6~-2 O.GO0 0.000 O.uO5 O.COO O.GO0 O.CO0 G[ 6.60C 75~0. ]0J 1J~OC.Coo 11 t.JO.C.JC 15100.600 16000.000 51J0.030 O.GOO O.OOO O.CO0 S~CT~ON ~ODc~ 6Y NO~ ENG~N~R~ FFOH COPPELL TOPO PROPCSEO F~LL ~ STA. xl 1.uJC 15. J,3.2 7e.CuU I~.CJU 510.000 500.000 5~0.~30 O.COO O.GOU O.CO0 G~ ~C.O.)C O.)OJ ~?~.COO ~.C~O ~7~.C00 12.000 ~Z~.GO0 2Z.eO0 472.GO0 55.COu G~ atC .~OC 76.0GJ 4~G.CO~ ~ 5. C')O &58.C00 90.000 4~7.30~ 33.C;C 45~. 000 96.C00 GN 4~C.OJC 11Z..]OO ~ZO.CO0 1.6.Cdu ~Z2.CO0 178.000 4Z~.7~u 2ZZ.O00 4~0.0~0 325.~00 GT c.uOC 7500. ~03 19500.00G 118~0.C~ 15100.090 16000.000 51~O.CCO O.CO0 O.OGO O.COU NC C .O~C U. geS C. C45 O.C3O O. ~00 0.000 O.GGG 0.~00 O. 000 O.CO0 F~OPGSE~ F~LL . STA. xl ZZoOC.OOC I 2..]O'J 1]v7.C00 1~7.C00 3~O.GO0 350.000 ]~O.CJO 0.~00 O.OOO O.CO0 GR ~Z.70C 1000. ~0') ~5.20G 113G.CJO 4?8.o00 1200.000 4?~.~00 1233.C00 472.400 1300.C00 GR ~7~.GJC 1~9~.000 45~.600 1~12.000 a59.GO0 1 &ZS.000 ~61.530 1&]5.CO0 4ra. ZOO 14~7.CD0 6R 47~.9~G 1473.000 ~O.O00 1S15.Z00 0.000 0.000 O.CO0 0.C90 O.G~G O.CO0 S(ECTION aOeE[ 8Y ~4DM 5NGIqSE~S cRON COPPELL TORO P~OPCSED FILL g STA. xl ~.OOC CI.OOO 19~.000 17!.c90 510.C00 )~0.000 G~ ~7~.UJL 7~.ooJ 4to. COO ~5.C3C 474.000 108.000 4Z2.C30 113.GOG 4ZO.O00 11~.C00 GR 43C.C.JC 135.000 ~5';.600 1.7.G~0 460.C00 155.000 4tO.CO0 167.000 4~2.000 1Z3.COC G~ 474.'b-JO I~5.OGG 47c. CU0 :.ts. OhO 411.170 266.000 4~0.000 304.5G0 490.000 523.C00 GR SUC.OOC 743.300 O.COC C.O30 O.CO0 0.000 O.GOB O.GCO 0.000 O.Cd~ I 16 JAN d~ 12:~1:1G P~G~ ~E~SON ENGINEERS S~CTIUN PROPOSED FILL Xl Z390C.CJC 1~.')0'3 lg15.COC 13~5.090 7SO.GO0 590.000 7SO.bUO 0.~00 O.OOO O.CO0 X~ C.OOE 0.000 O.GO0 O. L:JO 0.000 1395.000 0.090 O.GOO 0.000 O.CO0 b~ ~.09C 1duo. Q00 ~82.G00 1C25.CQC' ~80.C00 107S.000 4?8.~00 1215.C00 470.G~0 1ItS.CO0 GR ~o3.uOC 1~5.,]00 ~63.G00 13~5.CJ0 ~ZO.O00 13~0.000 ~80.COO 1385.G00 ~6.000 1395.C00 6R 4~.OOC 1~05.00,J ~b. COC, 1~0.000 O.OOO 0.000 O.O00 O.GOC 0.000 O.CO0 SECTION aDOEE 6Y Xl 3 .U'3C 15.300 140.OOb 271 .O.JC 310.C00 450.000 465.000 0.000 0.000 O.COO GR 489.0 JC ].,dUO 4~.CUC s.O,)U 460.G00 l&.O00 4a~.oou ~2.C00 482.000 02.C00 GR 4 JC.d'JC 12D.OO'J 475.CJ0 1~6,GOC 470.C00 172.000 4o4.300 1~1.C00 ~b4.300 196,COU NC C.O~C O..]bS G.C~,3 O.CJO 0.000 0.000 0.000 O.GOC 0.000 O.CO0 ! ! I ! I i I i I i ! i ! I I I ! I I 16 JAN 5~ 1~:]2;07 $TC~JOs~*wl 5~ P~GE 12 SECT?ON &OOE~ BY NUM ~NGZNEER$ cROH COPPELL TOPO 61Z7167 PROPOSEO FILL ~ ST~. Xl 4.00C 13.U00 19CoC00 315.C3b 350.CJ0 540.000 560.000 0.COG 0.000 O.C3O GR ~I.0JC O.OOO 4~0.000 3Z.O00 &B8.GO0 48.000 ~a6.COO 75.C00 4~&.O00 125.C00 GR ~52.0~C 16~.OOO 4~GoGC~ I~G.CO0 ~?O.CO0 Z18.000 &o5.700 2~8.G00 405.7~G Z~O.COO 6R 4?G.OOC Z55.000 4~G.C~O 315o~ 490.{~0 345.000 0.~00 O.COG 0.000 O.COY QT 6.~C 7500°000 1050C.C~ 11~00.C~C 15100.C00 15500.000 5050.G00 0.000 0.000 O.CO~ S£CTiDN &ODEE ~v NDM EnGInEERS FROH COPPELL TOPO 61~?187 PROPGS~O FILL ~ ST~. Xl 5.uOC 1~.000 ~.CJU Z)¢.000 150.C00 160.000 1~5.~O0 O.G00 0.00~ O.C0O GR ~gl.00C 0.000 490.CUO ZE.GJD 4~$.C00 40.000 4~6.000 S2.GO0 4B&.O00 78.C00 GR 4~2.~]C 62.009 *~C.CU~ ~.000 ~?O.C~O 113.000 408.G00 lS3.GO0 &~S.eJO l~e.CO0 GR 4~5.90C 154.0CU 47C.COo 172.00U 430.000 208.000 452.G00 300.000 G~ ~65.ZOC 38~.~00 4~1oCJ0 40~.~0 491.C00 $~5.000 0.000 O.OdO 0.000 O.CO0 A~OERSON ENGINeErS S~CT~O~ PROPOSEO F_ L' ~ STd. I~$:---NOM ~1 ,495C.02C 17.000 1112.G06 1~90.000 170.C00 150.000 2~0.000 0.000 ~.000 O.CO0 GR 4~4.0~C lO00.gO0 ~92.C00 1C25.0g0 490.G00 1110.000 4~8.000 1140.000 4~6.000 1150.C00 GR 4~4.00C 1160.000 4~.COV 11~0.000 ~80.~00 1200.000 472.000 1312.000 470.G00 13&0.C00 ~R 4S6.~00 1~5S.000 ~66.400 13~5.¢00 ~?0.000 1575.000 480.G00 1~90.000 484.000 1410.C00 GR 4~5.330 1430.000 &90.CO0 144~.G00 0.000 0.000 O.CO0 O.GO0 G.O00 SECTION ~OOE£ ~Y NOM ENGINEERS FROM COPPELL TOPO PROPCSEO FILL ~ ST&. %1 6.00£ 1~o~0~ 1~4.~G0 26~.000 50.000 95.000 90.£00 0o§00 0.000 GR 491.0dC O..JO0 &9G.CO0 $5.0J0 48&.000 o5.000 &~2.0OO 90.000 ~80.000 170.C00 GR 47¢.0JC 1~4.~0~ 4~.COO £25.0~0 &~6.800 215.000 406.800 225.~00 470.000 245.C00 GR 4?e.OOC Zb~.30~ ~aC.CuC 2?5.020 ~86.800 ]15.000 4¥0.~90 3~0.600 0.000 O.CO0 NC C.C~C 2.060 O.t~5 0.0~0 O.CuO 0.000 O.CO0 O.GO0 0.020 O.CO0 1 10 JAN dj 12:Tl:~& P~GE 1C ~NOERSON ENGINEERS SLCTION PROPOSED FILL ~ ST~. 16)7, MOOIGIC&TION CN RXGH! B&NK--NOM xl ZS0~5.uOC lo.000 15~7.C0b 1~z7.C')3 45.C00 85.000 60.030 O.OO0 0.0u0 0.OO0 GR 49C.OJC 1~17.0U~ 48~.COC 1~25.C30 4BO.CO0 1437.000 454.G00 1445.000 453.000 1500.C00 GR ~C.?OC 1537.300 4?d.CO0 15oG.020 ~o7.]00 1564.000 467.100 1572.000 467.200 1565.C00 GR 478.4JC 1593.003 478.900 1¢d~.£39 479.200 1627.000 462.900 1~42.00b ~83.6Z0 1667.C00 GR 49G.~0C lo86.10~ 0.£00 u.~OG O.CO0 0.000 0.000 0.000 O.O00 O.COC ANDERSON ENGINEERS SECTION PROmOSEO FILL [ STA. lo57, qODIFIC&TIOh GM R]GflT 8&NK--NOM Xl 25155.OOC 1S.OO0 153e.~uG 1~Z3.030 4~.~00 60.000 50.000 0.GOU 0.O00 0.COO GR w~z.UOC 1525.000 ~ gO.O3C 1617.090 48~.000 14Z7.000 4am.C00 1457.600 464.000 1445.COU GR 431.~3£ 1500.000 4~1.~CG 15 ~4.02~ 4?3.500 1556.000 &~?.lO0 1559.~00 467.000 1570.C00 GR ~o1.10C 158~.000 ~7~.5~ 15~3.C30 4?8.400 1608.000 479.000 1~23.G30 4?9.000 1~23.COG GR ½55.1.)C 1547.000 ~SS.I~b I~?.CJU &90.COO 1671.500 0.000 0.000 ~OERS~N ENGINEERS i I i I I I I I I I I I I I ! I ! I I lo JAN ~6 1Z:'ZL:.'.)7 :37)6JC.52-;,~1 5~, PAGE 11 P~OPG$ED FILL ,.' STA. 1230. -~.)IFIC.'.TI-',)h CN RIGHT 6ARK--NOR xl 25135°0:3£ .' ;.OOO 112(~.eOu 11 a. 5. EOt'-· 50.G00 40.000 50.000 O.CO0 0.0'30 ~J. C06 GR 4 ,-, ..; JC 910. ,~00 4 ,~ _~. C 0.,;- 1C,)O.OOO 490.G00 1010.000 4,J8.000 1030.C00 486.000 1038.090 ~R 4 :~, .uOC 1053.30u 4~,~.0')0 1070.030 4,~0. GO0 1080.000 478.000 1120.000 467.?~0 1135.~:00 GR 4~7.~0C 1140.00.") 4o~.000 11>,',. C30 470.G00 1168.000 475.C00 1176.C00 478.500 11~3.C00 bR 4/'a. 500 11~5.000 ~?9.GuC 1_)30.C JO 484.C,30 1~.Z0.000 48&.000 1220.(~00 484.~00 1220.COC; GR 4J~,.110 1230.607 490.CqC' 1~ .~7.700 O.O00 0.000 0.000 O.COO 0.000 O.COC Ahr, E~$OI~ ENGINEERS SELTIOI~ PROPOSED FILL 5, STA. 1230. NODIFICaTION ON RIGHT BANK--NOR xl 25-) 35. OOC 20.000 107';. 300 116e .C'JO SO.CO0 50.000 SOoO00 O.CO0 0.000 O.COn GR ,,,~4.GJC 723.000 4~,,'.C00 1COO.CO0 490.000 1010.000 &38.000 1020.000 486.000 1030.C00 GR 4 :~,. u '.~C 1040.OOJ 4~Z.COe 1050;.9J0 480.500 1079.300 477.900 1082.300 467.900 1C94.40e GR ~o7.900 1106.50o 4~,¥. bO,3 1145.090 &?5.CO0 1156.000 480.000 1166.000 481.006 1170.C00 GR 4cSl.5'J~ 11~R.L)Cq z,c. 4. 500 1210.000 4~4.500 1~10.000 484.740 1Z$O.GO0 ~90.000 1Z~5.eO0 ANLJERSON ENGINr:ERS SECTION EJTN · 252+50=ExISTING STATION Z57+85 Xl 25,~80 .C JC I ~.00) lCZ~O.3OO 1151 .,?OC' 55.000 Z).O00 ~5.000 0.000 0.000 O.COG GR 4 "~ ~..G3C 22'3. 000 49Z.000 1000.000 490.000 1010.000 488.000 1055.C00 486.C00 1C4O.COQ GR 4Sa.U JO lOCi. JO0 ~d~.2OO 10~5.3]C ~08.200 1061.700 467.&00 1C39.300 469.000 1150.CU0 GR ~ r5. O-JO 1141.0C'~ 48 C,. dO0 1151 .g JO ~81. CO0 1153. 000 ~82. ~00 11r0. COO ~84. 000 117~. CO0 GR a ~5.C.~C 121;.J93 4aG.COb IZ?~.CJO ~9&.~O0 1239.000 O.bO0 0.090 0.000 C.CUU Xl 253~5.00L ~1.000 1C~3.COb 1173.CJ0 50.C00 30. 000 45.G00 O.CO0 O.GO0 O.CO0 GR ~v4.0OG vlO. 30.3 491.80L' 1CO0.OO9 ~Sr. GO0 1023.000 435.000 1027.C00 480.000 1C37.COU GR 475.b0C 1042.900 4rC,.O00 1C50.COO 467.800 1055.200 467.900 1070.000 467.300 1C79.e0C G~ ~od.50C 102o.~00 4o9.G00 1129.C30 470.000 1111.000 475.000 1140.000 480.G00 1149.C00 G~ 4~1.00C 115~.000 ~2.03b 115~.00~ ~84.000 11 73.090 4~5.000 1188.000 490.000 1201.C0~ GR ~4.09~ 1~12.003 O.COO 0.~30 O.CO0 0.000 O.OGO 0.~00 0.000 O.CO0 ~KDE~SON ENGINEERS 5EOT]OK EOTr~ · _53=75~EX~ST[NG STAT?ON ~55~85 · 1 23375.aOC I 3.000 1CU~. COb 11 52.U3~ 50.G00 50.000 50.G00 O.GO0 O.GOU O.COO 6R 4~4.000 880.0C J s91. ~0~ 1CaO.9]O 487.C00 1017.000 435.000 logO.GO0 ~80.000 1530.C00 G~ ~ r5.0'JC 103~.000 4rO.CO~ 10~7.e33 ~68.C00 1050.000 468.~00 1118.600 ~7.900 1121.700 G~ ~o~.O 3C 1125.003 ~7~.COO 1127.G')~ ~75.C00 1136.000 430.60G 11~.000 461.000 11~9.C0C GR LOg.COG 1165.009 ~ 35. UOL- 1171 .0~ ~90.G00 1182.000 a9&.OOG 1191.C00 0.000 O.CO0 I lb JAN :5 12:31:3~ P~GE 11 akO~aSdN ENG:NELR5 SFCT~ON Xl 25421.000 11.000 1100.0U0 1305.030 84.000 10.000 46.000 O.GOG 0.000 O.CO0 G~ 4~5.0JC 1~03. J00 ~95.OOC 1100.C03 ~$9.450 1100.000 456.500 1147.C00 4~8.000 1190.C00 GR ~e. SoC 1~35.000 ~1.~20 lz',3.COe 482.C00 1282.000 &91.750 1305.C00 495.000 1305.C00 GR 4~5.0~C 1~03.000 O.GdO O.O]O O.O00 O.O00 O.O00 O.CO0 0.030 O.CO0 NC C.duC O.O~u G.C~ O.~.)O 0.500 0.000 O.OOC O.COO 0.000 O.COO PROFILE SECTION P - SURVE~ S~C?IOK 13 9ENION TAP ROAD P~OPOSEO ~6NTO~ T~P ~OAD 6R[OG6-O/$ F~CE--~NOERSO# ENO[#EERS SECTION Xl 25~22.0~C 18.000 1100.C00 1305.030 1.000 1.000 1.000 O.CO0 0.000 O.CO0 ET -4.dOC 1100.000 495.G00 430.~30 1170.C00 &95.000 &90.510 1235.000 495.000 &~O.&70 I I I I I I I I ! I I I I I I I I I I 16 JA~ 85 1~:3~:07 d70~JC~2*W1 54 PAGE er c.uoc 1305.00J ~5.oCG 4~1.?sC 0.600 0.000 0.000 0.000 0.000 O.CO0 G~ ~5.0bC 13u0.000 ~5.~b 1100.0~0 4S9.4~0 1100.000 4~8.500 11~?.~00 46~.500 1157.500 B~ ~£.57L 11o7.500 4~0.570 1170.G00 ~08.~00 1170.000 &&8.C20 1190.C0~ 438.5~0 lZ55.C90 GR ~C.~7£ 1235.0GJ ~-;G.470 1,37.530 &09.750 1237.500 441.620 1233.CJ0 4~Z.~O0 12~2.CU0 ~ ~1.75C 1505.009 4~5.C00 13)5.G')0 495.C00 1400.000 O.CJO O.COO O.G30 O.CO0 UI~ FACE PROPOSED OENTON l~P ~O~O ~RIOGE--ANOE~SON ENGINEERS SECTION xl 2~5~2.00C 1~.00~ 11ub. GO0 1335.000 1ZO.CO0 1ZOoO00 1ZO.OO0 O.GOO 0.000 O.COS B! -4.00C 11C3.000 495.00C 4~0.030 1170.G00 495.000 &~O.]20 1235.G00 &95.000 490.57~ eT O.OOG 1305.300 4qS.COG 491.750 0.000 0.000 O.O00 O.O00 O.OO0 O.CO0 GR 495.0JC 1000.000 495,C00 11dC.O00 489.400 1100.000 &69.200 11&?.000 469.000 1167.500 G~ ~OC.OZC 1167.500 4~C.3~C 1170.00u 468.900 1170.000 4e8.700 1190.000 *~9.200 12~5.C00 GE ~9C.57C lZ35.000 490.57C 12~?.500 470.~$0 1257.500 &a1.bZO 1Z6~.GO0 &82.GO0 12~2.C00 G~ ~vl.TSC 1305.0G0 ~eS.GOO 1505.C00 ~QS.GO0 1~00.000 O.O00 0.000 0.000 O.GO0 xl 255~3.00C 11.000 1100.C00 1~05.C30 1.000 1.000 1.COO 0.000 0.000 O.CO0 GR 495.00C 1000.000 oas.COO 11J0.0~0 &89.400 1100.000 469.Z00 11&?.000 468.700 1190.C00 GE ~69.gOC 1235.000 481.eZ0 1263.C00 492.C00 1~8Z.000 491.750 1305.C00 ~95.000 1305.C00 G~ ~5.00C 1~C0.300 O.Cdo 0.030 O.CO0 0.000 O.CO0 0.000 0.000 O.CO0 NC C.COC .3.300 G.~45 O.GO0 O.CO0 0.000 O.GO0 0.~00 0.000 O.CO0 $~AT[ON ECUAT[ON ~ L55+6~ = Fx[ST[NG ~T~T[ON @ 25~85 S1ATZON ~CU~T[ON ~ 255+6E = tX[ST[~G STATION @ ~55+85 xl Z~b~.uOC l:!.UOg 1CZC.OOO 1155.C~? 5.600 75.000 ~5.GO0 0.000 O.OOC O.CO0 GR 4~5.00C 10u0.900 49b.C50 1¢13.Cu0 a~5.CO0 lOZO.O00 480.000 1C30.000 &?S.gOO lC40,C0£ G~ 47C.00C 1-350.30J ~.90O 1C/O.O)O 4o9.C00 10?6.000 &o9.0UO 10~3.g00 &?O.000 1119.C00 GR a?5.09C 11~5.000 &SU.C)O 1136.CJb 481.C00 11~8.000 ~.030 11e9.C00 485.000 1155.C00 6R ~5¢.~9C 1155.'300 aOO.G~G 1ZOO.GOO 4v2.C00 1310.00U 0.000 G.GOO 0.000 O.CO0 NC L.~JC ].OgO C.COg C.lOO 0.500 0.000 O.O00 0.£00 O.O~g O.CO0 ~TAT[ON ~G~ATJON · ~5e*1~ = Ex/STING ST~TZON 6 256~]5 xl 25b1~.UJC 16.9U3 1C2Z.CO~ 11;1.030 gO.CO0 50.000 50.GDO 0.000 O.O00 O.CO0 GR 495.0-)C 1009.000 49U.CO~ 1GIg.COL' 4~5.000 1022.000 ~80.000 1COZ.COO ~75.0J0 1G~Z.COC G~ 4?C.OOC IO~Z.OOJ 4~9.5g0 10~.G30 4?O.OgO 1117.000 &?S.G30 1126.OOG 4~0.000 1154.C00 G~ 4o1.0 3£ 1136.00d 452.000 11~.C30 485.C00 1151.000 &86.000 1154.600 490.U00 1225.C00 GR ~92.00C 1270.000 O.CO0 0.000 O.C]O 0.000 OoGO0 O.GOO 0.000 O.CO0 I le JAN ~J 12:]1:]& PAGE 12 Xl 2Soo~.UdC 27.000 1C ~.COO 11-~5.C3L' SS.~OO 50.000 SO.CO0 O.CdO O.uO0 O.CO0 GR &~5.OgC 1000.003 ,)O.GO0 1cz2.C']O 4'~5.C00 1050.000 ~85.000 1glo.GO0 48~.000 1059.COG GR ~53.0gC 1353.003 4~2.0G0 1C ~O. O'],., a91 .GOO 1066.000 4 ~O.GO0 1Crl.GO0 479.000 1C75.C00 GR 47~.bOC 107~.003 477.000 lO:C.CO0 4~o.C00 1082.000 4r5.000 10~4.00C 470.GOC 1C9~.C00 GR 4~.1.J0 1096.000 4o9.G0~ 115&.0.30 ~b9.100 1114.000 4to. Goo 1154.000 ~75.000 115z.c90 I I I I I I I I I I I I I I ! I I I I )IATION E~UATION ~ 257+14 = LxISTING STATION ~ 255+35 Xl 25714.~C l?.OOJ I~IGoC~C 13~6.C]~ ?O.GO0 40.000 46.GOb 0.000 0.000 O.COO G~ 4~,OOC ~30.300 ~Z.~O0 1COO.O00 490.00G 11o0,000 &ab,GOO 1190,C00 ~o,OuO 1210,C30 GR 4~4.20£ 1~35.300 4~4.CvC 12~0.C~0 ~1.600 125Z.000 480.000 1Zg3.COG 470.000 1300.£3C 6~ 47C.udC 1~51.~00 475.000 135o.C00 4~0.C00 1367.000 &~5.COO 13dO.~O0 4~.OO0 13~5.C00 GR ~C.UOE 14~3.)00 4~.C00 14~.0)0 O.CO0 O.OdO O.C~O U.O00 0.000 G.CUC STAT[ON E~UATICN ~ Z57+54 = EXISTING STATION ~ 257+85 X1 2575~,0JC 27.000 1154,C00 lc?°.GO] 45,G00 30,000 &O,GO0 0,000 0,000 O,CO0 GR 4¢C.UOC 1000.000 ~55,GOb lll2.CJC 490.C00 llZO.O00 450.000 1156.0GC 411.000 11~1,C00 GR 431.00C 1154..3G'3 4~C.GOG 11~0.000 479,G00 1166,000 &78,690 11?1,COG 477,000 1173.C00 G~ 4~C.u~C 11~3.000 4b~.10C 12J1.03~ 469.200 1209.000 &?O.GO0 l~l&.CdO ~0.000 1~30.600 GR 4~C.OOC 124Z.JGJ &79.£,30 I¢~S.CJ~ 4?8.000 12&9.000 &?7.CO0 12~o. C0G 477.000 12~8.C00 bR ~?~.uOC 1273.db~ ~?~.C~P 1~75.CJ0 4~0.O00 1277.000 4~1.00b 1279.£dO 402.000 12~I.COO GR 4d~.OJC 128§.00~ 4vO.£UO 14)O.OUC 0.O00 0.000 O.~OO O.CO0 0.000 N~ C.OOC O.OOO G.C~b U.C]G O.GO0 O.GO0 0.000 O.C~O O.GO0 O.CO0 ~T o.OOC 7~0~.000 lO~OC.CO0 1193G.;;30 1510G.G~O 14500.C00 &?~O.OO0 O.O00 O.OOO O.CO0 Xl Zb82C.OJ£ 17,000 l~S.OOG 1Z~1.OO9 55,~J0 72.000 66.G00 O,CO0 O,OO0 O,CO0 x~ C.OOC 0.009 u,¢O0 O.O~C 0,~00 1~90,000 &)5,GO0 O,GO0 0,000 O,CO0 GR ~9£.~C 1000.000 4J~.CO~ 11~5.C~0 ~3.800 1182.000 4~O.OOC 12~5.£00 4?0.090 1255.CU0 GR ~b9.3-JO 1253.000 46b,40G 1Z75.090 ~81 ,GOO 1291.000 431,G00 1576,G00 480,000 1419.C90 G~ ~JO.OJC 1~o4.Q00 4~o.COu 14~S.ulu 4~7.C00 1500.000 &OB.O~O 15Z5.600 4~9.000 1555.C00 GW GgC.u3C 1~70.00~ 491.C00 ~5~5.020 O.OO0 0.000 0.O00 O.OOO 0.000 O.CO0 xl ~o17C.09c l~.OOJ 1C~5.600 I~G.OOC ~50.000 230.000 350.GOO O.CO0 O.O00 O.COG xJ g.OdC 9.003 O.gO0 O.C30 0.000 1~75.000 &~5.000 O.GO0 O.dO0 O.CO0 GR 4~1.~dC 1900.$G~~ 4~g.CO0 1~5.010 410.200 1065.000 &lO. ZOO 1C80.000 485.000 lOgO.CuO GR 454.03£ 11~3.000 A~3.CO0 11~O.CJu 482.C00 1185.000 &61.GOO 1200.OJO 461.000 1225.C00 GR ~2.00C 1243.J00 4~3.C~0 1255.0JC 488.G00 1275.000 &~9.bOO 13~5.C00 490.000 1&35.COG GW 4~1.U0C 1~3,).000 4¥z.eoe l&)O.O3o O.OO0 0.000 O.CJO O.GUO 0.000 0.£00 xl ~o55£.GOC 1~.000 1C4b. COO 1140.0')0 380.C00 350.000 380.C~0 0.030 O.OO0 O.C3O X~ C,OOC 0.000 b,OOu O.O)G O,GO0 1180,000 &g5,OOO O,CO0 O,GO0 0,C09 G~ ~J.~OC 1JCO.OO9 492,o0C 1610.~JL &85,0~0 IOZO,O00 &3),GO0 1640,000 ~0,000 6~ ~71.10C 1O$O. QOo ~71.100 1095.CQ0 &?5.GO0 1100.000 4~0.000 1115.000 483.000 1125.C00 GR ~so.OuC 11~0.000 4o7.C00 1150.OgJ 488.000 1180.0~0 489.COG 1215.000 490.000 1255.C00 G~ 491.0JG 1303.000 4~2.00u 13~5.00~ 4~3.G00 1390.000 O.GO0 0.600 0.000 O.GOO I 16 JAN 83 12:31:~4 PAGE 13 #£ C,O¢C 0.075 ~,045 C.O]O 0,000 0,000 O,OO0 O,GO0 O,O00 O.CO0 PROFILE SECTION Q - SbRVEY SGCTION 17 I i I I I i I ! i i I I I i I i I ! I lo JA& $3 1Z:TZ:t7 ~7~J0~-~1 S~ PIGE 14 xl 2o83C. 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