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ST9304-SY 860623 BELT LINE ROAD BRIDGE ANALYSIS ELM FORK TRINITY RIVER at EXISTING BELT LINE ROAD ALIGNMENT prepared for RIVER CHASE JOINT VENTURE JUNE 1986 HDMNATHAN D. MAIER CONSULTING ENGINEERS, INC. Dallas, Texas K~W NATHAN D. MAIER ~F~F~ ~)~ ~S~~O~~ CONSULTING ENGINEERS, INC. Three NorthPark/8800 N. Central Expw~./Sui/e 300 O,n~,. T~, ~5~ o~ 6-24-86 85 2-136 (~4)/7~9-474~ ~ Powell l0 City of Cop~ll ~lt Line R~d 616 CopFll Rd. CopFll, ~ 75019 WE ARE SENDING YOU [] Attached [] Under separate cover via the following items: [] Shop drawings [] Prints [] Plans [] Samples [] Specifications [] Copy of letter [] Change order ~1 report COPIES DATE NO. DESCRI PTION 1 ~une 1986 Belt Line Road Bridge analysis THESE ARE TRANSMITTED as checked below: E~ For approval [] Approved as submitted [] Resubmit copies for approval [] For your use [] Approved as noted [] Submit copies for distribution [] As requested [] Returned for corrections [] Return corrected prints -~ For review and comment [] __ [] FOR BIDS DUE 19__ [] PRINTS RETURNED AFTER LOAN TO US REMARKS D.,~-~/~r-~-4.4,~o" ~ i~_ COPY TO. SIGNE ~4,4~ If enclosures are not as noted, kindly notify us at once. D~D_rliS NATHAN D. MAIER CONSULTING ENGINEERS, INC. June 23, 1986 Mr. Paul Spain, President Terra Land Development _ Two Lincoln Center, Suite 1370 5420 LBJ Freeway , Dallas, TX 75240 ' Re: Belt Line Road Bridge Analysis Elm Fork of Trinity River -- Dear Mr. Spain: Submitted herewith is our report analyzing replacement bridge _ requirements for Belt Line Road at the Elm Fork of the Trinity River. As stated in the report, we recommend bridge lengths of 300-, 260-, and 300-feet for the east overbank, main channel, and west overbank, respectively. If constructed, bridges at these lengths will eliminate overtopping of Belt Line Road during the 100-year flood, lower the water surface profile, and provide bridge spans that are more compatible with the existing railroad bridges to the north. The bridges have been analyzed based on an updated 100-year dis- -- charge of 44,400 cfs as used by the Corps of Engineers in their current update of the Elm Fork Flood Insurance Studies. If you should have any questions on the attached report, please give me a call. Sincere ly, NATHAN D. MAIER CCNSULTING ENGIbr~RRS, INC. Dennis L. Johnson, P.E. DLJ/rp Three NorthPark/8800 N. Central Expwy./Suite 300/Dallas, Texas 75231/(214) 739-4741 -- TABLEOF~ -- I. INTRODUCTION II. SITE DESCRIPTION I I I. HYDROLOGY IV. HYDRAULIC ANALYSIS A. General _ B. Description of Models C. Results V. SUMMARY 1. SUMMARY OF BRIDGE I a~qGTHS 2. CONVENTIONAL BACKWATER ANALYSIS 3. SPLIT ~ ANALYSIS - Q100 = 44,400 CFS -- 4. SPLIT ~ ANALYSIS - Q100 = 55,800 CFS 5. COMPOSITE PROFILES FROM SPLIT ~ ANALYSIS 6. CHANNEL AND OVERBANK VELOCITIES 1. VICINITY MAP 2. ~Y MAP 3. RECOMMENDED BRIDGES -o 4. STREAM CROSS SECTIONS - 864.30, 878.00, 880.00 5. STREAM CROSS SECTIONS - 895.90, 905.30, 908.00 6. STRFAM CROSS SECTIONS- 908.69, 908.70, 909.60, 909.61 7. STREAM CROSS SECTIONS - 910.00, 910.30 -- i -- 8. STREAM CROSS SECTIONS - 910.50, 911.50 9. STREAM CROSS SECTIONS - 920.97, 930.00 10. STRFAM CROSS SECTIONS - 937.80, 950.97 11. WATER SURFACE PROFILES APPENDIX A - CONVENTIONAL BACKWATER ANALYSIS MODELq APPtlqDIX B - SPLIT FLC~ ANALYSIS MODEL q Dallas County is presently considering alternatives for improving Belt Line Road in the cities of Coppell, Carrollton, and Dallas, between Denton Tap Road and IH-35 (see Plate 1). Two alternative alignments, one along the existing roadway alignment and a second located 500 to 600 feet south of the existing alignment, are being considered. This report was prepared on behalf of the Riverchase Joint Venture and evaluates the replacement bridge lengths along the existing roadway alignment that are required to pass the 100-year flood flows on the Elm Fork of the Trinity River. The proposed improvements to Belt Line Road involve upgrading the existing two-lane asphalt roadway to a four- lane divided concrete roadway. The roadway, as well as the bridges, would be elevated above the 100-year flood elevation. This report contains the backwater models used to evaluate the existing and recommended bridge lengths, plots of the cross sections used in the backwater models, and water surface profile plots. II. SI~I~ !~~I~ Under present conditions, there are six culvert/bridge crossings of Belt Line _ Road in the area under study. Extending westward from IH-35, these crossings include a 150-foot span bridge at Hutton Branch, a 20-foot span box culvert serving a local tributary, a 100-foot span bridge at the Old Elm Fork Channel, a 260-foot span bridge at the Main Elm Fork Channel, a 20-foot span box culvert 2,250 feet west of the main channel, and a 150-foot span bridge over ' Grapevine Creek. The majority of Belt Line Road in this study reach spans the floodplain of the Elm Fork of the Trinity River. The St. Louis and Southwes- -- tern Railroad is parallel to and approximately 100 feet upstream from the current Belt Line Road alignment. During the 100-year flood, Elm Fork floodwaters pass through three railroad trestles: a 260-foot span over the main channel, and 400-foot and 1,000-foot span relief trestles east and west of the main channel, respectively. The railroad embankment is approximately 8 to 10 feet higher than the 100-year -- 1 flood elevation, based on the current effective Flood Insurance Study (FIS). The existing grade at Belt Line Road, however, is approximately equal to the 100-year flood elevation or slightly lower (0-1 feet) at certain loca- tions. Improvements to Belt Line Road will require that the grade be raised equal to or one foot higher than the 100-year flood elevation, and that all bridges be constructed with a minimum of two feet of underclearance between the low girder elevation and the flood elevatior~ Existing span lengths for the three locations that pass Elm Fork flood flows are summarized in Table 1. Numerous fill projects in the vicinity of Belt Line Road have altered the existing floodway in recent years. These projects include the Irving and Farmer's Branch-Carrollton Flood Control District levees, the Northwest Dallas County Flood Control District (Riverchase), and numerous fill projects along the south side of Belt Line Road, including Belt Line Business Park. In addition, the City of Carrollton has requested a floodway modification in the east overbank north of Belt Line Road as part of an existing landfill project in that area. These projects are outlined on the floodway map on Plate 2. III. MYIIqfIOGY A detailed hydrology study of the Elm Fork watershed was not conducted for this report. Currently, the 100-year discharge for the effective FIS is 37,400 cfs and was developed for existing watershed conditions in the late 1970's. Since that time, considerable development has occurred in the area between Belt Line Road and the flood control reservoirs at Grapevine and Lewisville. Consequently, the 100-year discharge for present and future conditions is higher than that used in the current FIS and it is considered prudent to design improvements to Belt Line Road based on an updated 100-year discharge. _ Currently, the U.S. Army Corps of Engineers is preparing an updated FIS for this reach of the Elm Fork. Preliminary discharge estimates by the Corps indicate that a 100-year discharge of 44,360 cfs will be used at Belt Line Road for this updated FIS. In previous studies by Albert H. Halff and Asso- ciates fort he Irving Flood Control District, Section III, a 100-year dis- charge of 55,800 cfs was used for ultimate development in the watershed. In accordance with the updated FIS being prepared by the Corps, a 100-year dis- charge of 44,400 cfs was used for sizing replacement bridges; however, the higher discharge of 55,800 cfs was also examined for comparative purposes. 2IV. HYIM~ULIC ANAr.YSlS Because of the numerous fill projects that have been constructed in recent years, the original FIS for this reach of the Elm Fork has been revised several times. As discussed previously, the Fort Worth District Corps of Engineers is currently revising the FIS to reflect these projects, and a preliminary study is anticipated within a few months. For the purpose of this study, however, the current effective FIS model was obtained from the Fort Worth District Corps and verified with the Federal Emergency Management Agency (FEMA). This model includes the existing fill projects south of Belt Line Road, with the exception of Belt Line Business Park (located between the cur-. rent and old Elm Fork channels). The model also includes the Irving and Carrollton-Farmers Branch swales located west and east of the Elm Fork chan- nel, respectively. This model was updated to include current fill projects and was used as a baseline for evaluating the required spans for replacement bridges. The model was prepared based on the Corps of Engineers computer backwater program HEC-2. Because of the complexities of flow at Belt Line Road and the railroad bridges, the Elm Fork backwater profile for existing and new bridges at Belt L~ne Road was calculated using both a "Conventional Backwater Analysis" and a "Split Flow Analysis." The conventional analysis involved computing a single profile using the HEC-2 computer program to distribute discharge within a cross section based on the conveyance distribution in that section. The program, however, does not consider continuity between the discharge distribu- tion in upstream and downstream cross sections. Because of the variation in cross sections that occurs as a result of swales, fill projects and the three bridges at Belt Line Road, the conventional backwater analysis results in an 3 irabalance of discharge when flow continuity moving from upstream to downstream is considered. In order to balance the flow distribution from upstream to downstream, as well as within a cross sectial, a split flow analysis was performecL This analysis involved splitting the conventional model into three separate backwater models representing the east overflow channel, the main channel, and the west over- flow channel. All of the models started at a common cross section (section 864.3), were split at cross section 895.9, and rejoined at cross section 930.00 after backwatering upstream through the Belt Line Road and St. Louis and Southwestern Railroad bridges. Various flow distributions were tried until an optimum distribution was attained that gave the best balance between water surface and energy grade line elevations at each cross section. The floodway map on Plate 2 shows the cross section layout and the floodway boundaries for the conditicms e~luated in this study. ~he starting water surface for all backwater models was based on a discharge elevation rating curve for cross section 864.3. This rating 'curve was plotted from the 10-, 50-, 100-, and 500-year elevations from the FEMA model. Cn this basis, starting water surface elevations of 438.35 and 439.65 were used for discharges of 44,400 and 55,800 cfs, respectively. The various backwater models developed for the conventional and split flow analyses are described as follows: Conventional Rackwater Analysis 1. Existing FE~A Model This model was obtained from the Fort Worth District Corpe Of Engineers and represents the current effective FIS model for "without floodway" oonditons. ~he ~with floodwar model was not utilized; however, in the reach between cross section 864.3 and Belt Line ~oad, ~with floodway~ and "without floodway conditions" are identical. -- 4 '- 2. Revised Existing Model -- This model is the FEMA model revised to reflect the Riverchase and Belt Line Business Center fill projects and the Carrollton landfill floodway _ revision. Other modifications incorporated into this model include the addition of cross sections 930.0 and 937.8 from the LRD1 backwater model for the Riverchase project. These cross sections include the Riverchase swale in the west overbank and the McInnish Park improvements that have been made along the east overbank in Carrollton. The Riverchase swale and fills were also added to cross section 950.97 and the Riverchase fill to cross section 920.97. In addition, cross section 920.97 was modified -- with an effective area encroachment set at station 2890 on the left side of the east over~ This encroachment was set to eliminate flow in the _ eastern portion of this cross section, since the Carrollton landfill and high ground at Sandy Lake Road cut off effective flow east of the flood- way line shown on Plate 2. Manning's "n" values for the left and right overbank at this section were lowered from 0.15 to 0.10 and 0.120 to 0,065, respectively, to reflect existing conditions. Piers were added to the existing Belt Line Road bridges at the main channel and east overbank based on field survey. This was done to provide an equal basis for -- comparison with replacement bridges which will also require piers. _ This revised existing condition model was used as the baselins condition for evaluating replacement bridges. 3. Alternative 1 This model is based on the revised existing condition model, modified to include new Bridges at Be]~ Line Road. Bridge spans of 300', 260', and ' 200' for the east overbank, main channel and west overbank, respectively, were analyzed for this alternative. The top of roadway was assumed to be _ at elevation 446 and the low chord elevation of the bridges at 443. Two sets of piers were also assumed at each bridge. Cross sections of the _ bridges analyzed are shown on Plate 3. The replacement bridges were centered immediately downstream from the center of the railroad bridges. Stream cross sections immediately upstream and downstream from Belt Line 5 ' Road were adjusted for effective area based on 1:1 contraction of the floodway into bridges and 4:1 expansion leaving bridges. Effective area -. adjustments are illustrated on the stream cross section plots on Plates 4 through 10. Along the main Elm Fork channel at section 905.3, an expan- _ sion greater than 4:1 was used, since the existing swale at Ledbetter Road conveys flow westward to the .west overbank. 4. Alternative 2 ' This model is identical to Alternative 1, with the exception that the west overbank bridge span was increased from 200 to 300 feet. Corres- -- ponding adjustments were made to the effective area encroachments to reflect the larger bridge opening. Split Flow Analysis 1. Revised Existing Conditions The conventional analysis "Revised Existing Model" was split into three separate backwater models, ~ i.e., Left Overbank, Main Channel, and Right Overbank. The split locations are indicated on the cross section plots (Plates 4-10). Generally, the splits were made where existing fills effectively divided the flow into three separate stream segments. Split flow was assumed to occur between cross sections 895.9 and 920.97, with flows fully merged upstream and downstream from these cross sections. Several combinations of discharges were tried until an optimum combina- tion was attained that gave the best balance between water surface and energy grade line elevations for cross sections 920.97 to 950.97. -- At cross section 905.3, flow diversion from the main channel to the right overbank was assumed because of the existing swale at Ledbetter Road. _ The quantity of diverted flow was approximated based on the weir formula, assuming a coefficient of 2.8, a weir length of 400 feet, and a head ._ based on the average of the energy grade line and water surface elevation at section 905.3. The elevation of Ledbetter Road was taken to be 438, based on the stream cross section in this area. The diverted flow was then added to the right overbank flow at cross section 895.9. 2. Alternatives 1 and 2 The same procedure described above for revised existing conditions was used to evaluate alternatives 1 and 2. Water surface elevations for the conventional backwater analysis are summa- rized in Table 2. As indicated in the table, for revised existing conditions, with the addition of piers at the Belt Line Road bridges and effective area encrcachments for projects upstream from Belt Line Road, the profile is appro- ximately 0.53 feet higher than in the existing FEMA model. With the Alterna- tive 1 and 2 bridges, the profile is reduced to approximately 0.44 and 0.42 feet higher than the FEMA profile, respectively. The conventional backwater analysis indicates that the 100-year discharge of 44,400 cfs is conveyed through the existing bridges without overtopping of -- Belt Line Road. For the existing bridges, 42,500 cfs (96% of total flow) flow through the main channel bridge, whereas tb_is flow is reduced to 38,800 (87%) _ and 38,700 (87%) for alternatives 1 and 2, respectively. This concentration of flow in the main channel is unrealistic because of the limited channel capacity downstream from Belt Line Road. At cross section 908.0 (100 feet downstream), the conventional analysis shows a channel capacity of 30,600 cfs (69%). Because of natural land barriers left and right of the channel, it is not possible for the channel discharge to reduce from 42,500 to 30,600 cfs in this shortdistance. Similar imbalances in the flow distribution occur in the -- reach between cross sections 895.9 and 920.97. For this reason, backwater analysis by the conventional methods is not considered reliable for this _ reach; thus, an alternative method of analysis, such as split flow analysis, would better represent actual flow conditions. Split flow analysis results are summarized in Table 3 for 44,400 cfs and in Table 4 for 55,800 cfs. The composite profiles for bothdischarges are summa- -- 7 ' rized in Table 5. Composite profiles are conservatively based on the highest water surface elevation of the left and right overbank and channel models at -- each cross section. _ For revised existing conditions, the split flow analysis indicates that the existing Belt Line Road bridges are overtopped in the left and right over- banks. This results in more flow in the overbanks and a corresponding reduc- tion in flow in the main channel. As a result, the profile is approximately 2.13 feet higher at the upstream face of Belt Line Road (section 909.60) than for the conventional analysis at this location. For a 100-year discharge of 44,400 cfs, approximately 33,800 cfs flows through the existing main channel -- bridge, whereas 5,000 and 5,600 cfs flows through the existing left and right overbank bridges, respectively. The overtopping depths at the overbank bridges is approximately 1 to 2 feet; however, the main channel bridge is not overtopped. Under alternative 1, 300-, 260-, and 200-fcot span bridges in the left over- bank, main channel, and right overbank, respectively, were analyzed. The main channel bridge size was selected to be the same as existing, since the upstream railroad bridge span (also 260 feet) limits the effectiveness of a !- longer span bridge. In the left overbank, the existing 400-foot railroad bridge limits the potential Belt Line Road replacement bridge to 400 feet. A _ span of 300 feet, however, was selected because of the limited conveyance capacity in the cross section upstream from the railroad bridge and also the _ reduction in effective span lenth due to the railroad bridge piers. At the right overbank, the existing railroad bridge span is approximately 1,000 feet. A 1,000-foot replacement bridge at Belt Line Road, however, would be imprac- tical and thus a shorter span (200-foot for alternative 1 and 300-foot for alternative 2) was analyzed. Limitations in upstream conveyance to the rail- road bridge and the reduction in the effective length of the bridge due to the numerous piers also suggest a shorter span length in the right overbank. As indicated in Table 5, both of the alternatives reduce the flood profile for a discharge of 44,400 cfs. The flow splits for left-channel-right for alter- natives 1 and 2, respectively, are 6,400-33,100-5,300 and 5,800-32,200-6,400. For a discharge of 55,800 cfs, alternative 2 lowers the profile from existing conditions; however, alternative 1 results in a slight increase. Velocities for existing conditions and alternative 2 for the left and right overbanks and the channel are summarized in Table 6. Velocities in the main channel are lowered slightly from 8.28 to 8.01 feet per second with the alter- native 2 bridges. Overbank bridge velocities range from 4 to 7 feet per second. The water surface profiles for alternative 2 for discharges of 44,400 and 55,800 cfs are shown on Plate 11. The existing Belt Line Road bridges are inadequate to pass the ultimate 100- year discharge on the Elm Fork, thus resulting in roadway overtopping and a significant increase in the water surface profile. The existing railroad bridges, by comparison, are more than adequate to convey the 100-year flood. In previous studies, and in the current FEMA backwater model, the existing Belt Line Road bridges have been analyzed using the conventional single back- water approach. However, because of the complex flow distribution that occurs in this area, this approach is not adequate to determine the impact of the existing bridges and sizing replacement bridges. The split flow analysis method, however, provides the flexibility of maintaining flow continuity from cross section to cross section and is therefore the recommended method of analysis for this reach of the Elm Fork. Based on split flow analysis, alternative 2 is recommended for replacement of Belt Line bridges. With this alternative, the total bridge length will be increased from the existing length of 380 feet to 860 feet The water surface profile for a 100-year discharge of 44,400 cfs will be reduced from 442.30 to 441.33 at cross section 909.60 and 443.87 to 443.71 at cross section 950.97. A similar decrease will also result for a discharge of 55,800 cfs. The recommended bridge lengths of 300 feet in the left overbank, 260 feet in the main channel and 300 feet in the right overbank will lower the existing water surface profile, eliminate overtopping of Belt Line Road, and provide bridge spans that are more compatible with the existing upstream railroad bridges. -- SUMMARY OF BRIDGE I~NGTHS Belt Line Road at Elm Fork of the Trinity River -- BRIDGE LENGTH IN FEET DOCATICN EAST OVERFLOW MAIN WEST SPAN - (OLD ~.M FORK) CHABANZL OVERFLOW ;.FNGTH _ St. Louis and South- 400 260 1,000 1,660 western Railroad ' Existing Belt Line 100 260 20 380 Road Bridges Recommended Belt Line 300 260 300 860 Road Bridges TABLE 2 CON1/EN170BLa. L BACKWATER ~M~La, LYSIS EII{ PORK OF TRINITY RIVER AT BELT LINE ROAD Q100 = 44,400 CFS SPLIT FLOW ANALYSIS ALTERNATIVE 1 ALTERNATIVE 2 STREAM EXISTING REVISED COMPOSITE PROFILES LOCATION CROSS FEMA EXISTING 300'/260'/200' 300'/260'/300' EXISTING ALTERNATIVE 2 SECTION MODEL* MODEL** BRIDGES*** BRIDGES*** CONDITIONS CONDITIONS 864.3 438.35 438.35 438.35 438.35 438.35 438.35 878.0 438.55 438.55 438.55 438.55 438.55 438.55 880.0 438.56 438.56 438.56 438.56 438.56 438.56 895.9 438.81 438.80 438.80 438.80 438.96 438.96 905.3 438.91 438.77 438.68 438.69 440.01 439.93 908.0 439.03 438.95 438.96 438.97 440.61 440.49 908.69 438.64 438.64 440.42 D/S PROPOSED BELT LINE ROAD 908.70 438.67 438.65 -- 440.39 D/SEXISTINGBELT LINE ROAD 909.00 438.51 438.47 .. 440.92 U/S EXISTING BELT LINE ROAD 909.30 438.66 438.70 442.14 -- U/S PROPOSED BELT LINE ROAD 909.60 439.99 440.17 439.36 439.37 442.30 441.33 909.61 439.35 439.36 441.35 910.00 440.39 440.56 440.29 440.33 442.37 441.72 D/SRAILROAD 910.30 440.45 440.61 440.32 440.34 442.39 441.75 U/S RAILROAD 910.50 440.48 440.64 440.36 440.38 442.41 441.78 911.50 440.83 440.97 440.72 440.73 442.53 441.96 920.97 441.96 442.09 441.86 441.83 442.80 442.41 930.00 442.55 442.38 442.35 443.02 442.78 937.80 -- 443.10 442.99 442.97 443.46 443.28 950.97 443.03 443.56 443.47 443.45 443.87 443.71 * 6qjRREIqT Ei~C~EM ~ F.I.S. MODEL. ** CURRENT FEMA MODEL REVISED TO REFLECT FILL PROJECTS IMMEDIATELY SOUTH AND NORTH OF BELT LINE ROAD. *** REPIACEMENT BRIDGE SPANS POR THE EAST OVERBANK, MAIN CHANNEL AND THE WEST OVERBANK, RESPECTIVELY. TABLE 3 SPLIT FLOW ANALYSIS ER! FORK OF TRINITY RIVER AT BELT LINE ROAD ql00 ' 44,400 CFS AL'r~IATI'v~ 1 AlA~r~v~ 2 STREAM REVISED EXISTING CONDITIONS MODEL 300'/260'/200' BRIDGES 300'/260'/300' BRID(~S LOCATION CROSS --= SECTION LEFT MAIN RIGHT LEFT MAIN RIGHT LEFT MAIN RIGHT k OVERBANK CHANNEL OVERBANK OVERBANK CHANNEL OVERBANK OVERBANK CHANNEL OVERBANK 864.30 438.35 438.35 438.35 438.35 438.35 438.35 438.35 438.35 438.35 878.00 · 438.55 438.55 438.55 438.55 438.55 438.55 438.55 438.55 438.55 880.00 438.56 438.56 438.56 438.56 438.56 438.56 438.56 438.56 438.56 BEGIN SPLIT FLOW ANALYSIS 895.90* 438.96 438.89 438.77 438.96 438.90 438.77 438.96 438.91 438.77 905.30 438.99 440.01 438.77 439.01 439.97 438.65 439.60 439.93 438.66 908.00 439.01 440.61 438.89 439.03 440.55 439.15 439.02 440.49 439.16 908.69 -- 439.03 440.48 439.77 439.03 440.42 439.60 D/S PROPOSED R~T LINE ROAD 908.70 - 439.03 440.45 439.77 439.03 440.39 439.61 D/S EXISTING BElT LINE ROAD 909.00 438.71 440.60 440.92 .......... U/S EXISTING BELT LINE ROAD 909.30 440.96 440.70 442.14 U/S EXISTING BELT LINE ROAD 909.60 441.41 440.96 442.30 439.69 440.73 441.58 439.64 440.66 441.33 909.61 439 · 71 440.82 441.62 439.66 440.74 441.35 910.00 441.47 441.04 442.37 439.97 441.00 442.08 439.92 440.91 441.72 D/S ~ 910.30 441.50 441.07 442.39 440.06 441.03 442.11 439.99 440.94 441.75 U/S ~ 910.50 441.51 441.10 442.41 440.08 441.06 442.13 440.01 440.97 441.78 911.50 441.59 441.62 442.53 440.26 441.55 442.29 440.19 441.44 441.96 920.97 442.62 442.63 442.80 442.45 442.54 442.62 442.35 442.39 442.41 END SPLIT FLOW ANALYSIS 930.00 442.96 443.02 443.02 442.84 442.93 442.87 442.76 442.78 442.70 937.80 443.41 443.46 443.46 443.32 443.39 443.34 442.26 443.28 443.22 950.97 443.82 443.87 443.86 443.73 443.80 443.76 443.69 443.71 443.66 FLOW SPLIT (CP"3) 5000 33800 5600 6400 33100 ' 5300 5800 32200 6400 · AT SECITON 895.9, 4,400 C1~ IS SHIFTED FROM MAIN CHANNEL TO RIGliT OVERBANK DUE TO ROAD OVERFLOW AT LEDBETTER ROAD, RESULTING IN DISCHARGES OF 29,400 AND 10,000 CFS IN THE ~ CHANNEL AND RIGHT OVERBANK, RESPECTIVELY, FOR EXISTING CONDITIONS. FOR ALTERNATIVE 1, 4,300 CFS IS SHIFTED, RESULTING IN :. 28,800 (IFS IN T~E MAIN (~dqNEL AND 9,600 CFS IN THE RI(}IT OVERBANK- FOR ALTERNATIVE 2, 4,000 CFS IS SHIFTED, RESI~TING IN 28,200 CFS IN THE MAIN CHANNEL AND 10,400 CFS IN THE RIGHT OVERBANK- ! ! TABLE 4 SPLIT FLO~ ANALYSIS EI24 FORK OF TRINITY RIVER AT BELT LINE ROAD ql00 ~ 55,800 CFS ALTERNATIVE 1 ALTERNATIV~ 2 REVISED EXISTING CONDITIONS NOIEL 300 ~ /260 ~ /200~ BRIDGES 300V260~/300~ BRIDGES ~:' LOCATION CROSS OVERBANK CI1ANNEL OVERBA~ OVERBANK CHANNEL OVERBANK OVERBANK CHANNE OVERBANK 86~. 30 439.65 439.65 439'. 65 439.65 439.65 439.65 439.65 439.65 439.65 878.00 439.85 439.85 439.85 439.85 439.85 439.85 439.85 439.85 439.85 880.00 439.88 439.88 439.88 439.88 439.88 439.88 439.88 439.88 439.88 BEGIN SPLrr FIXT~ ANALYSIS 895.90* 440.24 440.15 440.08 440.25 440.14 440.07 440.25 440.16 440.08 905.30 440.27 441.09 440.08 440.31 441.10 439.93 440.30 441.03 439.95 908.00 440.29 441.67 440.22 440.33 441.69 440.29 440.32 441.59 440.36 908.69 -- .- 440.33 441.58 440.79 440.32 441.49 440.73 D/S PROPOSED BELT LINE ROAD 908.70 -- -- 440.33 441.55 440.79 440.32 441.45 440.73 D/S EXISTING BELT LINE ROAD 909.00 439.55 441.63 441.26 U/S EXISTING BELT LINE ROAD 909.30 442.64 441.75 442.90 U/S EXISTING BELT LINE ROAD 909.60 442.88 442.08 443.15 441.10 441.90 442.80 441.00 441.78 442.54 909.61 ....... 441.13 442.00 442.86 441.02 441.88 442.57 910.00 442.94 442.17 443.28 441.49 442.26 443.46 441.35 442.11 443.07 D/S RAILROAD 910.30 442.97 442.19 443.33 441.59 442.27 443.57 441.44 442.13 443.11 U/S RAILROAD 910.50 442.98 442.23 443.36 441.62 442.31 443.53 441.47 442.17 443.14 911.50 443.07 442.84 443.57 441.88 442.93 443.73 441.71 442.75 443.38 920.97 443.98 443.91 444.04 444.00 443.99 444.05 443.77 443.77 443.84 END SPLIT FLOW ANALYSIS ' ' ' 930.00 444.27 444.27 444.27 444.33 444.36 444.26 444.12 444.13 444.09 937.80 444.65 444.66 444.66 444.71 444.73 444.64 444.53 444.54 444.51 950.97 445.07 445.07 445.07 445.12 445.14 445.06 444.96 444.97 444.94 FLOW SPLIT (CFS) 6800 38600 10400 9300 38900 7600 8700 37500 9600 * AT SECTION 895.9, 7,500 CFS IS SRIFTED FROM MAIN CHANNEL TO RIGHT OVERBANK DUE TO ROAD OVERFLOW AT LEDBETTER ROAD, RESULTING IN DISCHARGES OF 31,100 AND 17,900 CFS IN THE MAIN CHANNE AND RIGHT OVERBANK, RESPECTIVELY, FOR EXISTING CONDITIONS. FOR ALTERNATIVE 1, 7,500 CFS IS SHIFTED, RESULTING IN 31,400 CFS IN THE MAIN CttANNEL AND 15,100 CFS IN THE RIGHT OVERBANK. FOR ALTERNATIVE 2, 7,500 CFS IS SHIFTED, RESULTING IN 30,000 CFS IN THE MAIN CHANNEL AND 17,100 CTS IN THE RIGHT OVERBANK. ! I TABLE 5 C01~OSITE PROFILES FR~I SPLIT FLOW ANALYSIS* EI~ FORK OF TRINITY RIVER AT BELT LINE ROAD Qloo = 44,400 CFS Q100 = 55,800 CFS STREAM CROSS REVISED REVISED ALTERNATIVE 1 ALTERNATIVE 2 ALTERNATIVE 1 ALTERNATIVE 2 SECTION EXISTING 300'/260'/200' 300'/260'/300' EXISTING 300'/260'/200' 300'/260'/300' CONDITIONS CONDITIONS 864.30 438.35 438.35 438.35 439.65 439.65 439.65 878.00 438.55 438.55 438.55 439.85 439.85 439.85 880.00 438.56 438.56 438.56 439.88 439.88 439.88 895.90 438.96 438.96 438.96 440.24 440.25 440.16 905.30 440.01 439.97 439.93 441.09 441.10 441.03 908.00 440.61 440.55 440.49 441.67 441.69 441.59 908.69 440.48 440.42 441.58 441.49 908.70 ....... 440.45 440.39 441.55 441.45 909.00 440.92 441.63 909.30 442.14 -- 442.90 -- 909.60 442.30 441.58 441.33 443.15 442.80 442.54 909.61 441.62 441.35 442.86 442.57 910.00 442.37 442.08 441.72 443.28 443.46 443.07 910.30 442.39 442.11 441.75 443.33 443.51 443.11 910.50 442.41 442.13 441.78 443.36 443.53 443.14 911.50 442.53 442.29 441.96 443.57 443.73 443.38 920.97 442.80 443.62 442.41 444.04 444.05 443.84 930.00 443.02 442.93 443.78 444.27 444.36 444.13 937.80 443.46 443.39 443.28 444.66 444.74 444.54 950.97 443.87 443.80 443.71 445.07 445.14 444.97 * BASED ON HIGHEST WATER SURFACE ELEVATION IN EITHER THE LEFT OVERBANK, MAIN CHANNEL, OR RIGHT OVERBANK AT EACH CROSS SECTION. TABLE 6 CHANNEL AND OVERBANK VELOCITIES~ ELM FORK OF TRINITY RIVER AT BELT LINE ROAD ' Q100 = 44,400 CFS ' STREAM VELOCITY (FEET PER SECOND) ALTERNATIVE 2 CROSS EXISTING CONDITION _ 300'/260'/300' BRIDGES SECTION LEFT CHANNEL RIGHT LEFT CHANNEL RIGHT 864.30 2.47 2.14 1.48 2.47 2.14 1.48 878.00 2.42 2.24 1.84 2.42 2.24 1.84 880.00 1.47 3.32 2.72 1.47 3.32 2.72 -- 895.90 0.81 6.69 0.62 0.94 6.41 0.65 905.30 1.33 8.17 1.52 1.54 7.83 3.62 908.00 2.35 6.49 2.50 2.71 6.24 4.93 908.69 4.47 7.78 6.69 908.70 .... 4.55 8.01 6.83 -- 909.00 8.21 8.28 6.12 .... 909.30 4.87 8.23 2.59 .... 909.60 2.24 7.62 1.88 4.01 7.90 4.48 909.61 3.93 7.64 4.36 910.00 1.82 7.58 1.57 2.71 7.28 2.18 910.30 1.63 7.71 1.57 2'30 7.39 2.35 910.50 1.63 7.70 1.57 2.29 7.38 2.34 911.50 1.17 6.06 1.14 1.67 5.84 1.45 920.97 1.41 4.27 0.85 1.74 4.17 1.18 930.00 1.51 4.94 2.40 1.52 5.20 2.44 _ 937.80 1.27 3.38 3.10 1.28 3.47 3.22 950.97 0.90 4.10 3.56 0.90 4.18 3.67 *FROM SPLIT FLOW ANALYSIS. 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FE-C SWALE ENOS ~ N END OF F6-C LEVE~- REVISED T~ ~ REFLECT [;CO][~ C'FLC~ SkALE ~ LEVEE. hOTE "N" VALLE TC REFLEC1 RACE TRACK AND TO~ERS ]N FLOGDNAY Xl aBC.OOC 5Z.OQO 2125.C00 Z625.G00 20G.COC 200.C00 20O.CO0 O.COC G.GOO O.COC C G.R ~E,OOC ~80,0C0 ~3E,COG 1CTC,COO ~26,~00 1200,GOG ~6,C00 1]ZO,COC 436,G00 2125,C00 ~ ~,COC 2260,'3C0 ~5~,COC 2~25,030 ~3C,COG 235C,C00 412,C00 2390,COC i12,COC 2~5C,COC ~R ~21,C00 2470,000 450,C0C ZS4C,CO0 ~52,C00 2555,C00 4~,000 2S75,000 ~56,030 ~ ~a ~.OOC ~10.0C0 ~.COC 2eZ5.C30 &58.COG 2~0C.C00 ~7.~00 ~COO.COC ~6.SOC G~ ~3~.COC ]~50.OCO ~]6.COO ~COO.COO ~35.e00 ~20C.COQ 450.C00 4~O0-CO~ ~6.G00 ~ ~R ~Z~.TOC ~B03.0C0 4Z4.300 ~9~.C00 ~24.Z06 ~956.C00 ~25.?00 5109.COG ~33.800 51~5.[0C (R ~35.C00 5165.000 4~e.eoe ~199.c00 c.coc G.coG o. Coo G.coc c.coc c.coc t ~H 7.coc 0.050 ~?c.coc C.100 ~7~G.coc C.CsG ~997.C00 0.10c 5042.c00 c,c8c ~H 57~2,G0( 0,050 5C71,COC C,C3S 7513,000 C,COG G,CO0 O,COC ~,COC C,COC SYh, X-SEC TJ~EN FEO~ l"=~CQ' 10FO AkO FE-C JNG iFCQZ: PLANS ~OTE "N" VJLL~ TC R~FLEC1 RACE TRAC( AND TC~ER5 IN FLOODkAY 07:50:38 5~.12J1~c,eW1 100 P~GE 5HCW5 G'E~NK CLEJRING EO~H $]DE5~ FE-C F~LL L,S, OF ~UITCN E~5,~OC 62,0C0 47~C,C0C ~97,C00 lC6C,C0C 61C,C00 15)0,COG O,COC C,00( 0. OCO C,COC 2C00,C00 C,COG 710C,C0C C,COO C,CCC C,C0C C,COC ~42,3QC 10CO,0CO 4;2,30C 1~8,C00 ~38,2OC ZCZ~,COC ~6,C00 ZCOO,COC 43~,C00 210C,COC ~4,C3C 2110.9C0 ~32,COG 2130,C.30 ~32,C00 21~C,C00 ~]O,CO0 21~0,C0C ~28,C]G 2155.COC ~ZT,COC 2ZlO,:~C~ ~ze.coc z~3,coo ~3C,coc 22~,c00 432,C00 z260,C~c ~,C~C ~4,60C ~10,,3CG ~e,coc 2~5C,C00 4~,~0c 2?oc,Coc ~56,coc ~COO,COC ~,50c ~0C,coC ~5~,COC ~O]0,OC0 ~,COC 4e7C,C00 ~3o,COC ~?~C,C0C ~3~,COO ~765,COC ~32,C~C ~7~C,COC. ~SC,COC 47g0,0C9 ~28,C'3C ~EOC,CO0 ~IC,COC ~e?5,COC ~10,C00 ~905,CO0 ~28,C0C ~3C,GOC ~O,3CO &3e,C0C ~5~?,COO ~3~,COC 5C~2,C0C ~]7,EO0 5235,C00 ~$8,CGC 52SG,COC ~]{,0OC 5286,0C0 43e,C0C 5~92,C]0 ~Se,COC 5~11,C00 ~e,C0C - 5117,CO0 ~38,COC 5]~5,CaC 4~i,OOC 535&,0C'3 43e,COC S336,C00 436,C00 540C,C00 &S8,CO0 5447,C00 &3~,lOG 5~09,C0C &38,COC 556&,DCO 436,C00 5584,C00 436,CU8 5eO3,CO0 435.300 5d96,COC 435,508 5782,C0C ~35,2OC c071.0C0 ~25,~OC 6108,C00 424,~0C 625C,CO0 424,500 6~62,COC ~26,00C e40a,coc 4Z~,OOC e580,.~C0 ~Zg,COC 72~,Ca0 43C,C'3C 7304,COC 435,C00 7]Z2.COC 43e,C00 7352,COC 442,COC 7373,0C0 442,100 7513,C00 C,COC C,COO O,CO0 C,COC C,COC C,COC C,G50 5110,C00 0,10C 5200,000 C,CSG 5,O0C 0,050 4eg~=C0O 0el00 &953,C00 7712,0OC 0,OCO C,COC C,CO0 0,(00 O,COO O,CO0 O,C0C O,CO0 O,COg SYN I-SEC TAKEN FROM 1"=~00* TCPC ANE FB-C ANO ZFCClII PLANS NOTE "N" VALLE TC REFLEC1 ENCRCACH~ENT IN FLCOCWIY SHOWS O'EANK CLEIRZNG EOIH 5ZOES~ FB-C FILL ~,S, OF ~UITON BRANCh IND IFCDllI GRAPEVINE CREEK IMPRCVEHENTS C,COC 905.]0C 61,0C0 ~5~,C00 511C,CO0 e0C,COC 1C]5,C00 9~0,C00 0,C00 C,000 C,OOC O,OCO C.COC 2COC,CO0 C,COC 7650,C0G O,CO0 C,COC O,COC O,CO~.. ,ooo.o o oo. oo ,,,.coo 43Z,00[ 2220,0C0 43C.C00 2233,C.00 42~,C00 ZZdS,COO &2B,COC 2278,C00 42E,COC 0 45C,00C 2303,0CO ~32,C0~ 2]14,C00 432,C00 Z3&5,COC 4)4,COO 2356,C00 436,000 437,20C 2&70,900 43~,C00 258C,C00 &3e.2GQ 291C,C00 43B,C00 &CSC,COO 4&0,C00 44C,40C 4580,0G0 4&C,C0C 477C.C00 438,400 &81C,COC 43d,400 4895,COG 4&C.GOG &~14,C0C 44C,00[ 4953.0C0 43C.COC 4~63,C00 428,COG &971,C00 410,C00 5CSO,COO 410,000 414,00C 5085,000 416,COC 5C~9,C00 &18,COO 5C93,C00 4ZO,CO0 5C96,C0C 422,000 5102,COC FAGE e6 ~24,Goc sI05,0Go 4ze,coo 511c,c00 ~28,coc 5158,c0~ ~o,coo 5200,c0~ 412,c00 434,00c 5265,0c0 436,cog 5286.c00 438.c0c 529C.C0C 438,C00 5lOG,CO0 43e,c0c 539c,c0c 4~7,20c ~54Q,OGG 437,COC 5855,C00 436,300 51~,C00 436,G00 6203,C0C 444,300 6223,COC &44,30C e625,0c0 444,coc ~dzo,coo 4~6,cOc 6652,c00 435,300 6785,c00 435,20c 7CTG,COC 43&,00C 7185,0C0 434,COC 7205,C00 434,200 738C,C00 435,500 7SQO,COC 4&2,OOC ?eZO,{OG 442,50C 7712,3C0 C,COC C,CO0 C,COG C,CO0 O,CO0 O,COC O,C00 C,COC ~,COC 0,050 145C,C00 C,C50 381C,[00 C,CSO &190,CO0 O,CSC 4ZSC,COC O,C)C ~S~I,COC 0,9C0 C,COU C,CO0 ~,COG C,COC C,COO C,COC C,OOC C,C~O ~H C~RO EHVZSSC 10 I~CLUEE STC~R C4030 C~ANGED TC &l~O) ...... hOP 411185 FROM ~ALFF65, ;NSERIEE ~ ~ ~GE Q,CQC C,COC ~OE,GO( 40,0C0 3~3~,COC 4190,C00 ZSO,COC 20C,C00 ~/C,COC G,COC C,COC O.OCO C,COG 1COG,CO0 0,C30 58~1 ,COG C,CO0 O,COC C,CO0 C,COC 4~5.00C 1000.0C0 437.C00 1C2C.COO 437.COC 11~G.C00 &)3.CO0 1181.C00 432.C06 122C.C0C ~3C,COC lZSO, 0C0 42~,COG 127C,CQ0 428.COC 129C,C00 430,C00 1305,C00 432,C00 1]25,C3C 434.00C 13B0,~C0 4S7.C00 1~81 .COO 437.COG 1450.C00 4&9.500 1455.COC 4&9.500 S80C.COC .'): t.~F 85 ..17:5'..1:38 ~512J1Jb*k1 100 PaGE C;-~ 4~,C,COC ]~05,3C3 z, 4C.COC 383C,C30 ~,3C,(.9C 3,"4C,C00 410,C00 3~00,COC 41C,C0C 39Zc,(0C ~ C~ ~lC,COC 2980,0C9 63C,COC ~C3C,C00 434,COC ~CSC,COG 436,.C90 ~IO0,COC 43~,COC ~I?C,COO C-~ ~,~,C,COC' 4190,~C'3 4~C.~.0C ~25C,C00 ~x, 9,".OC ~255,C00 45C,C00 St?S,COG 437,COC ~edO,COC C-~ 437.COC ~100.0C0 ~.35.500 6101.C00 43~.COC 6165.COC ~52.C00 ~;O0.COO ~32.C00 e210.(0C .t~R 43e.OOC (~220.0C0 43e;.C0C 5~/,C.C00 437.C00 03~1.C00 437.C00 6eeo. 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OCO 4~Z.COC 3e?C.CO0 q32.C00 3935.C00 454.C00 39~5.COC &36.000 G~ ~SB.COC ~505.0C0 ~5~.]00 ~70C.C3C ~38,C00 ~6C.C00 &]6.COO ~85.COC ~S~.GO0 ~STC.COG CR ~]2.COC 4995.000 ~3C.COC 5C50.C00 ~28.COG 5CTC.COC ~26.C00 5C~O.COC ~2C.O00 5C95.C0C ~, C~ ~IC.OOC 51G0.000 41C.COG ' 51~C.C00 ~2C.COO 5185.COC ~2~.C00 5195.C0C &26.COG 525G.COC ~R ~3C,00C 5250,0G0 43e,COG 5255,C00 ~38,E00 5325,C0G 450,C00 5~.30,COC 450,C00 5175,C0C . c~ ~e.lOC S780.0C0 4~8.C00 6155.C00 ~S?.CO0 ~SOG.COC ~8.C00 ~OS.CO0 &~8.CO0 7C25.COG : ca ~]e.OOC ?glO.OCO 4~.COC 7~75.C00 ~]~.CO0 7~B5.COC ~,.COG 7i~5.COO &]6.200 ~R ~5C.83C ?~50.0C3 ~SC.COG a~8C.CO0 ~]8.C00 a~55.C00 ~S8.500' 9COO.COO O.CO0 G.COC · ~H ?.OOC 0.060 3475.COG 0.C65 e950.C00 C.C80 9GO0.CO0 0.C50 912G.000 0.C85 ~ 13~C.00C 0.075 lZ&~4.CO0 C.~70 I~COG.CO0 C,CO0 O.CO0 O.~OC C.CO0 O.COC i ET C'.00C ).CO'3 C.CDC C.CO0 7.100 C.COG 3500.COG 13200.COC 0.C~0 O.COC FRCM HALFF65- O.COC O.CO0 O.COC ~1 95C.97C 52.000 9COG.COC '9]~0.C00 26~0.C00 291C.C00 299].C00 GR 452.60C 1000.000 &52.400 1100.G00 444.300 1300.C00 6~6.200 liO0.COC 442,600 1COO.COG L' GR ~41.50C l~O0.OCO ~42.50G ZlOO.COO ~37.600 250C.COC 438.900 3~75.C00 439.800 ~tO0.COC (R ~C.20C 4110.000 &]9.SOC ~210.COO 435.100 ~70C.COO &38.900 5100.C0C ~0.500 5]OO.COQ S ;R 4~C.20C 5500.0C0 4~1.40~ 5coO.Coo &~5.Coc 6COC.CO0 4~2.]00 - 6C80.COC &4G.80O 6~3C.COC (. GR ~1.60C . e~50.060 44C.C00 6965.G00 &~O.CO0 825C.C00 ~6.500 5400.COC ~.030 8eOG.COC GR ~,90C ~70O,OOO '~1,200 8800,G00 4~2.eo0 89~0,C00 ~45.200 8970,C0C ~43,C00 9COG,COG ~ GR ~27'00'C 9115.0C0 ~1~.70C 9175.~00 41G.~OO 91g0.C00 ~28.C00 9235.C0C &Z6.GO0 9~6C.C0C GR 43C,COC 9300.0C0 44~,~0G 9320,000 439,10C 980C,C00 439.100 9COO.COG 44C,400 IO20C,COC GR ~.~OC 1C~O0.OCO &~9.~OC loeoc.coo ~ae.eoo loeaO.coo ~sT.eoo 11coo.coo ~38.s00 ~z~ao.coc ~R ~.30[ 12~.0C9 ' ~3~.~0C 1270G.C00 ~39.~0G lZBOC.COG. ~39.~00 115~0.C00 ~1.830 ISgOC.COC S ~R 44],80C 13950,0C0 ~44,10C 14COC,C00 O,COO C,COC O,CO0 O,COC O,COC Q,COC EJ C ,OOC 0,0C3 C ,COG O ,COO C .COG C ,COO C,C00 0 ,COG C,COC FAGE 1 t~'~ 2 IPR E6 7:50:2~ SECNO EEPTF CkSEL CR]~S dSELK EG HV HL OLOSS BANK ELEV Q ~LO~ ~CH CRC~ ALOE JCH AR3E VOL TWA LEF11RZGHT TI~E ~LC~ VC~ VRCB XkL XNCH XNR WTN EL~IN SSIA SLOPE ~LO~L XLCr XLC~R ITRIAL ZDC ICONT CORAR TGPWIC ENCST ,PROF 1 CCHV= C.IOC C~V= C.~OC ;~ ~ 1~0 Nh CARD USEC · SECNO 8~.]C0 POCEL CEYELOFEE EASE[ CN CURRENT FZS NODEL OF ~ "ELNELTR" (N~T~aL RLN) ~NC "ELMELF~R" (FLCOC~AY RUN) -kDH I~ESE VERSZONS ~SRE LPCAIED 10 REFLECT ThE ACTUAL LZFERZCK -~D~ 1RACI FZLLo J. FRC~ HALF~6So ~EV;SED TC REFLEC1 ZFCOZZ~ O'FLGN 5k~LE -~ALFF ~ck.]C 27.~ ~]7.~9 C.CO ~37.~S ~7.55 0.06 C.CO O.OC i]6.CO 57~C0. 1~S98. 7,~6. 1630e. SSS5- 5e~?. 11]S5- O. O. ~36.00 APa C~ 0?:SCJ:.~8 ,~512J136*W1 1C0 0.050 C.C~C 0.0C3 410.0C 9~Z0.~6 O.~C 2.45 2.06 1.~ 3.~C01~5 Z~OC. 24~0. 220C- C 0 C C.00 ~94~.94 13~5.E1 1~3 N~ C~RD USEC · SECt3 ~7~.0CO ]ZeS :.ZVIOED FL3W ~7~.0C Z5.~5 ~37.6~ C.CO 0.3C 437.75 0.07 C.20 O.OC 43~.C0 ]7~CO. 1~53~- .8213. 13e5C- e5C3- ~811. 70~8- 581. 118. g.l? 2.]5 2.1~ 1.~3 C.C37 O. QSO 0.0C01o7 120C- 1370. 1~0C- C O 0 C.GO 371]-S~ 5175.13 1~90 N, CARO USEC · SEC~O ~80.0C0 "265 DIVIDED FLOW REVISED FROM HJLFF65. FE-C SWALE EN~S ~ N EkO OF FB-C LEVEE- REFLEC1 ZFCD]Z~ C'FLC~ SkALE S LEVEE- NOTE "N" VALL~ TC REFLEC1 RACE TRACK AND TOWERS %N FLOCDW~Y 8eO.OC ' 25.68 ~7.6~ C.CO O.OC 4~7.62 0.13 C.C~ 0.02 4~9.C0 37~C0- 3935- 12559. 20~07. ~87'5. 3815- 71Cl. ~53. 135. 439.00 0.19 1.37 3.29 2.94 C.GSC O. OSO G.C38 0.000 412.0C 1C83,~0 O.oc03ae 20c. zco. aOC. 2 0 0 c.co 3655.9? 5175.17 1~90 N~ CARD USEC 1 2 ~PR E6 7:50:24 SECNO CEPT~ CWSEL CR~WS WSELK EG HV HL OLOSS .BANK ELEV Q CLOS QCH CRC5 ~LOE ~CH AROE VOL TWA LEFTIRZGHT T~ME ~LO5 VCH VRCB XKL XNCH XNR WTh ELMIN SS1 A SLOPE )LC~L XLCF XLC~R ~TRIAL ZDC ICO~T CORER T0PWZC ENCST · SECkO 8~.9CO 3205 DIViDeD FLOW 1 TARGET= SIO[.OOC INTO ~NC6OACk qEN1 STaTIONS= 2COC.C 713C.0 TYPE= SYN. X-SEC TJKEN FROF 1"=~C0' IOFO %NO ~E-C JNO %FCOI% PLANS KOT~ "N" VALLE TC REFLECt RACE T~ACK AN~ TOWERS IN FLOGOkAY SHOWS O*EANK CLEARING eOl, SIDES, F~-C FILL L.S- OF hUTTCN JNC ]FCOIIZ GRAPEVINE CRE~K ~MFRCVEMENTS o~5.9C Z7.~5 ~57.95 C.CO 0.~C 43~.C1 D.06 C.1~ :J.01 43e.C0 37~C0. 303]. E440- 25927. ~015. ~105. 0.32 0.?~ 2.0o ~.10 C.C~C 0.050 C.C36 0.0GO ~10.0C 2C80.~g 0.OC012~ 10~C. 15~0. tlG- -2 0- C C.OO 3971.~C 7100.C0 3 1,90 NF CARD USEC .~_~5 DIVIaED FLOW ?~,70 E. NC~OACFPqEN1 STaTZO~S= 2COG.C 7o~C.O TTPE~ 1 TARgeT= 56~C.QOC SYN )-SEC TAKEN FRC~I"=~OC' TCPC AN[ F~-C AKD IFC~III PLANS KOT~ "~" VALL~ TC REFLEC~ ENCRCACn~NT ~N FLCOC~IY SHO~ C'EANK CL~ZNG eOIH S~0ES, FS-C ~ZLL L.S. OF FdTTCN ~RANC~ ~ND ]FC;Z~Z G~aPEV~NE CREEK ~C5.3C Z7.99 ~37.9G C.CO O.OC ~3e,36 0.37 C.25 0.09 ~7~C0, 76~9. 195~9, 10112, 363~, 301~, 512~. 135~, Z. 86, ~26,00 O.3e 2,12 ~,5C 1,97 C,CSC 0,050 C,C6O O,OCO 410,OC 2C~1,17 0,0C0991 60~- 9~0, 1C35, 2 0 0 G,O0 41C6,81 ?e01,4~ 1~9o N~ CARD USEC ,S~O 9C~.0C0 3265 OZV/DED FLOk ]~70 E~C~OACFNEN1 STaTIOKS= 1CO~.C 6881,0 TYPE= I TARGET= 5881.00C kH CJRG REVZSEC 10 Z~CLUEE STChR (~O]O CHANGED TC ~190) ...... NDH ~11186 FROM ~ALFF65. ZNSERIEC ~ Zk ROE 9C8.0C Z6.21 ~8,21 C,CO O,OC ~]~.71 O,5Q C,31 0.0~ ~40,C0 ~?~CO. 6597, 27567, ~256. 1680, ~35e, 1816, l~OE, ]02, ~0,00 O.S~ ~-9] 6.~3 1,76 C,CSC 0.050 C,CSO 0.0~0 ~1~,0C 1C16,98 O,OC1SOS 25C. Z?O- 20G. 2 0 C C,GO 197~,]5 6880.C9 2 ~PR E6 7:50:~ SECKO [EPTF CISEL CRI~S ~$ELK EG HV RL OLOSS BANK ; CLO~ ~CH CRCB ALOE JCR AROE VOL TMA LEFIlRZGHT TZME ~LO~ VCH VRC~ XKL XNCH XNR ~TN EL~IN SSIA SLOFE ~LCBL XLCh XLCER ZTRZAL ZDC ZCOhT CORAR TOPNZC E. NCST CCHV= C.30C CEFV= C.50C · SEC~O 9C9.0C0 ~Z6S DIVIDED FLOW ~301 HV CHANCEC FORE ThAW ~VINS ]]70 %CaPAL ~RIDG~tN~9= 10 NIN ~LTRD: ~9,9C MAX ELLC= !~70 E~C~OACkHEN1 ST)TIQ~S= 1[QC.C b851,0 TYPe= 1 TARGET= 5881,QOC FRO~ HALF~6~, I&$ERIEC )3 I~ A;mi~ c5 07:50:$~ ~.512J15e*b, 1 100 ~G~ C.Z'~ 0.45 446.~0 · Cg.3C 27.~ 437.9e C.GO O.OC 439.35 1 .~1 ~7~C9. le~e. ]51~7. ]55. 61]. ]59e. 14~. 1422, s05. 3.5~ ].c~ 9.79 2.~0 c.asc 0.050 o.c]g 0.0c,3 410.0c 1195.50 O,OCZ~5~ 10C, 1CO, 10C, ] 0 0 C.00 401,71 ~2~ :~v~oEO FLOW ~70 NCRPAL ERZOG5-N~D= lS MIN ELTRD= ~]9,9C MiX ELLC= 450,0G ]470 ~NCIOAC~MEN15TiTzOkS= 1COC,C 68~1,0 TYPE= I TARGET= 5881,00~ FROM HALFF55- Z~SERIEC ~] IN 9C9,3C 26,C0 '4~8,0C C,CO O,OC 459,4S 1,48 C,Oa 0,0~ 37~C0. 120~- ]59~0- 2~4, ~20- ]60e · 1~0- 1125, ~05- ~46,60 0,3~ 1,g~ 9,91 1,56 C,CSC 0,050 O,CSO O,OCO ~10,0C 1195,C0 0.0C27~7 3C. ]0. 3C.' ~ 0 0 -1.54 4C3.38 6240.C0 · SECkO 9C9.6C0 ]265 OZVlOfO FLOI ]]01 HV CHANBEE PORE THAh HV/NS I 2 aPa E6 7:50:2~ .. SECNO CEPTh CWSEL CRZWS WSELK EG HV H'L OLOSS BANK ELEV Q eL09 QCH CRC5 ALOE JCH AROE VOL TkA LEF~IRIGHT T% M~ ~ LOS VCH V RC 6 X~L XNCH XNR NTN ELM~N SS1 A SLOFE )LOSL XLCh XLCBR IIRIAL ZDC ZCO~T CORAR TGPWZC ENCST ]k?O EKC~OACFMEN1 ST~TzOkS= 1COG.C 6635.0 TYPE= 1 TARGET= 5635.00G FROM HALFFB5. ZKSERIE[ X~ IN Roe 9C9.6C ze.es 43~.B3 c.oo O.OC 459.73 0.90 C.07 0.1E 442.C0 O,~C , 3,14 ~,lE 2,60 C.OeC O, OSO O,cao 0,0c0 ~1~.0c 11~5,21 O,OCzc~C 3c, }c, 3C, 3 0 0 C,GO 56~,~C 6210,82 mSECkO glO,OCO ~265 ~IVIgEO FLOW ~TO ENC;OAC~MEN1 STaTIONS= 1COO.C 5635.0 TYPE= 1 TARGET= 5635.OOC FROM HALFF65. I~SERIEC X3 I~ ROe 0.0~ ~2.C3 91~.0C 29.13 439,13 C.CO 3,OC 439,85 0.73 57~C0, ~214. 296~. 24~2. 1~, 3~2~, 10C~. 1~35. 306, 2.77 7.56 2.4? C.CSC 0.0~0 C.C3C 3.060 ~10.0C lC75,75 ,SEC~O ~lO.~CO ] ~ DIVIDED FLOk ]]70 NCRPAL ERZDGE~N~D= & M]N' ELTRO= ~9,5C MA~ ELLC ~70 ENCROACFMEN1 STITIO~S= SS2G,C 11~8~,0 TYPE= I TARGET= 556C.00C FROM HALFF65. i~SERIED X~ ZN ROB ~10,3C 29,21 4~9,21 C,CO O.OC ~39.91 0,71 C.05 0,01 449.50 374C0. 5975. 29590, 1~]5a ~2~6. 3961 · 999, 1460. 307. ~69.50 3.~C 2.e6 7.~7 1.8~ C.C~C 0.050 O.C~O O. OOO ~10,0C 0.0C1~5~ it. 30. 3C, I 0 C C.O0 832,05 11100,e0 ~205 DIVIDED FLOk 2 ~R E6 7:50:2k SECNO CEPTk C~SEL CR%~S ~S~LK EG HV HL OLOSS 51NK ELEV ~ CLC5 QCH CRCB ALOB ~CH AROE VOL TN& LEF11R%GHT TI~E ~LOB VCH VRCS XNL XNCH XNR SLOPE ~LO5L XLCF XLCBR ITRZAL ZDC ZCONT CORAR TOP~IC ENEST ~370 NCRPAL ERZDGE~NRO= 8 ~]N ELTRD= ~49.5C MAX ELLC ~70 EKCROACFffiENT ST~TZONS= 5920.C 11~8C.0 TYPE= 1 TARGET= 5~6C.00C FROM HALFF65. Z~SERTEC X3 ZN ROE 910.5C 29.25 4~9.25 C.CO O.OC ~39.95 O,?O C.05 O.OC ~49.50 ]7~C0, bO0~, 29539. 1857, 2259. ]97C, 1010. 1~. ~07. ~9.50 O.~C 2.e6 7.G4 1.8~ C.GDG O.OSO C.C80 O.OOO ~10.0C 5925.6Z o.oc14~c zc. ao. zo. c o o c.co s3z.6e 1110~.E1 CCHV= C.lOC CEPV= O.3OC · 5EC~O ~11,~C0 ]265 DZVZDEO FLOk ]~70 SkC;OACFMEN1 STJTIOhS= 110C,C o~q5,O TYPE= 1 TARGET--- 5795.00G FROM HALFF65. ZNSERIEC X] Z~ ROE 911.5C Zg.~b 439.56 C.CO O.OC 440.11 O.SS C.15 ..~1 440.C0 ' -2 I,P; :3 37:.=3:3& ~51;J13,'*',1 100 ---~,:-E 11 ]7-C3. ~C37. 31'-C~, 2C5e, ]0.'9. 48Zt, .,-C 1,_~1 o.,;~, 1.2~ C,15C 0,050 C.1;~O 0,.3C9 413,CC 1100,C,3 '~ ;,.jC~4 13C, 1C3, IOC, 2 0 G C,09 1347,:D~ 6/,OC,EQ ~ ]-~0 C~OSS SECTICN 92C.97 FXTENCEC 2.23 FEET Z~70 .:kCIOACI-.'4EN1 ST,eTZOt, S= 1COC,C 755C.0 TYPE= I TARGET= 655C.COC FRO.~ HALFF65. 92~,97 3O./J ~0,73 C,eO O, OC ~0,gS 0,20 G.78 0,0~ ~S~,CO I ]?4CO. 975]. 232~0. ~407. 15226. 5175. 63e6. 1828. 382. ~3a. O0 3,~ O.e~ ~,49 C.e9 C.15C 0.050 C.120 0.000 41D.0C ) . ~,OC;5~C 9~C, 950, ~5C, 2 0 0 O,O0 ~093,~C 7550,C0 1~90 N~ C~RO USEC 2 ~PR ~ 7:50:2~ FAGE 11 SEEN3 EEPTF CWSEL CRIi, iS t4SELK EG ttV HL OLOSS SANK ELEV It ' Q CLC5 QCH CRC~ ALO~ ~CH AROE VOL Tk~ LEFT/RZ~hT TIv~ ~C~ VC~ V~G8 XKL XNCH XkR ~Tk EL~ZN S~TA SLOFE ~LOSL XLCh XLCBR ITRIAL ZDC ZCOKT CORAR TCP~IC ENEST ,secNo 950.970 ]265 O]V%OED FLOW FROM HALFF65. 950.97 ~1.A9 442.09 C.O0 O.OC 442.15 0.06 1.21 0.01 374C0, 13934, 13743, 9723, 15151, 439C, 128C6, 3118, 919. 442,50 0.96 0.92 3.13 C.76 C.065 0.050 0.C76 0.000 ~10.6C 1668.79 0.0G0341 26~G. 29~3. ~10. ] 0 0 C.O0 10885.8C 13907.~6 IPR ~6 7:50:;~ FAGE 12 THZS RUN EXECUTeC 2 APR ~6 HEC2 RELEASE DIT~D NOV 70 LPCAIED P~RC 1992 ERROe CORR - NOCZFZCATZCN - 50,51,52,5],5~,55 .~ ~p; .:,, .37:c. 3:.~E 5._.12j1]e-k1 1C0 PaGE T1 EL" FC~K EFFECTTVE F.I~5. ~CDEL UFDATED '5T DLJ ANC kLk ~;NgTH~k G- HAZE~ .T. INC, T2 OCT 1'985 LPOAIF. D ~1C0 5Y FT. kORTI. C.C,E, QIO0=4/,ItOC CF5 1.~ EL"' FC;~K CF TI;ZNZ1Y RIVER kZTPOUT FLOCDkA1 i, 1118~ .;1 ICPECK IN(; KINV IDZR STRT NEIRZr. ~VINS -10, S, O, O, O,OCOOOC 0.00 O.C O, t, 3~,:.'55C C,CO0 · J2 ~PiiOF ZPLOT FRFV5 XSECV XS¢-CI'' FN ALLDC I':,,COC C,OOC -1,COC . C,COC O,CO0 C,QOC C,COO C,COC O,COO C,QOC I FAGE · Z ~.=" ~6 7:50:2/* SECNO EEPTI- CkSEL CRiv~5 kiSELK EG HV HL OLOSS EANK ELEV · Q (;LOB QCH C..RC5 ALOE ACH AROE VOL TIdA LEFTIRZCHT TZN~ ~LO9 VCH VRC5 XkL XNCH XNR kTk ~.L~-r.N SSIA SL3FE 3~LO~L XLCh XLCEK Z1RZAL ].DE ZCOKT CORAR TCPNZE ENEST -., ~ PROF 2 ~1~ CCHV= C.13C C51-V= C.~.OC 1490 ~P CARD USEC · ,SEEk:. 8~4,3C0 I~OCEL P. EVELOFEE EASEC EN C~RREhT ~Z5 NODEL OF ~lEo - F~LE -kDP "ELMELTR" (N.ITUR,eL ilLN) ,~NI~ "ELIqELFt~R"' (FLQOCdAY RUN) -hO~. · · 1HESE VEIISZOI~S MERE I;PCAIEO TO REFLECT ThE ACTUAL LZP~RZEK IRAC1 FZLL, -I~DH FROIt HALFF65, REVZSEO TC REFLECT ZFCO'~ZZ O'FL(~ $tdALE -I, ALFF 4~ 8~/*,.~C 28,3~ z, 3B,~5 C,O0 /.38,]5 ~,:58,~1 0,06 C,O0 O,OC t, 4ZCO, 15/*~2, 8259, 20~/.9, 6261, ]853, 118"8, O, O, ~,3~,00 O,OC 2,~7 2,1/* 1,~8 C,C36 0,050 0,C/.1 O,OOO 410,0C 9918J,? -, O, OCOl]6 230C. 2~30, 2200, O 0 0 C.00 39z~9,12 11868,19 w - 0 1~90 NI, i CARO USEC · ,5ECe, O ]265 OZVIOED FLOk 675.0C 26,55 /*~8,55 C,(:]O 0,OC ~]8,e2 0,37 C-2rJ 0,0C 4:59.C0 ~,4,.,r.,CO, 18555, 91C3. 1b?~2. 7587. ~(358, 907.1, ~85, lZ], ~]9-OO ", " 3,17 2.~,Z 2,24 1,8~, C,C:?,? 0,050 O,C/,O O.OGO 41Z.'OG 1C19,C~ 0,0C017'1 120C. 1',?O, 1~,00, 1 O 0 C,QO 399'~,12 5177-1,6 ~ O 1/.90 NI4 CARD USEC *SECI, O 880,0C0 .~265 DZV:~DED FLOk ]280 (;ROSS SECTZCN 85C,(~0 EXTENC=C 0,57 FEET · ;.;; 8~ 37:53:)~ 8512J13~',k1 1CC ~'aS~ F~O~ HALFc~. ~E-C S~L~ ~NCS ~ N ~KO OF F~-C LEVEE. REVISED TC ~5FLECT ZFCD]ZZ C'FLC~ $k~LE & LEVES. ~OTE "h" VALL~ TC REFLECT RACE TRACK AND TG~E~S iN FLOQD~AY 8E.3,0C 26,~5 ~3~,56 C,CO O,OC ~8,e5 0,12 C,C5 3.01 ~9,C0 ,~co. 593~. 1~520. 2~5. &o~2. ~06e. 9155, ??Z. 1~I. 0,1~ 1,~ 3-]~ ~,72 C,CSC 0,050 6.C~C O,OGO ~I~.OC O.OC~3~ 20C. 2C0. 20C, 1 O O C.CO ~143,b9 5177.5~ 5ECNO DEPTh CNSEL CR]NS ~SELK EG HV HL OLOS5 BANK Q CLO5 QCH CRC8 ALOE aCH AROE VQL TkA LEF11RZGHT TZNE ~LO~ VCH VRC~ X~L XNCH XNR ~Tk EL~IN SSIA SLOPE )LOBL XLCF XLCBR Z1RZAL ZDC ZCOKT CORAR TQP~ZC ENCST 1~90 NR CAR~ USEC · SEC~O 895.9C0 ':255 DIVIDED FLOW ]~7~ 5~C~OAC~HEN1 STITZCK$= ZCOG,C 710C,0 TYPE= I TARGET= 510C.GOC SYN, X-SEC TJKEN FROP 1"=~C0* 10FO AND FE-C AND ]FC~]Z PLANS NGT5 e'Nee VALLE TC REFLECT RACE TRACK AND TCNERS IN FLOCDNAY 5HO~ O'EANK CLEIRZNG BOTH S]DESt FB-C FILL b,S, OF ~UTTON BRANCH aNO ]FCD]ZZ GRAPEVINE CREEK ZNPRCVEMENTS ~5,9C 28,81 ~]8,81 C,GO O,O~ ~]8,88 0,07 C,19 0,01 ~]6,C0 44400, &8?d, 9319, 30205, d319, &327, 139f8, 121~, 233, 438,00 0,32 0,77 2,15 2,16 C,CSC 0,050 O,(3e O.OCO - 410,0C 2C19,26 0,0C0127 106C, 15~0, elC, 2 0 O C,GO 5011,73 7100,C0 1~90 NR CARD USEC · SECNO 9C5.3C0 ]~73 eNC~OACFNEN1 ST~TZOK5= 2C00,C 765C,0 TYPE= 1 TARGET: 5650,00C SYN )-SEC TAKEN F~CN I"=&OG' TCPC ANC FD-C AND ZFCD~X[ PLA~S NOTE 'N" V~LLE TC REFLEC1 ENCRC~CHNE~T [k' FLCOC~JY SH~N~ O'EANK CLEIRZNG EOTH SZDES~ F8-C FZLL L.S. OF PUTTCN tND ]FCDZZZ GRAPEVZNE CREEK ZNFRCVEMENTS 9C5,]C Z8,Sl ~]j,91 C.CO ,3,0C ~9.1~ 0,28 C,2~ 0,3( ~O,CO ~AACO, 11Z~2, 190e0, 1~C68, 5665, ~15~. 7012, leZe, 0,]9 2,C1 6-O~ 2,C1 C,GSC 0,050 0,C57 0,000 A13.0C 0,0C0812 60C, 940, lC~5. 2 0 0 C,GO '1~90 NH CARO USED · SEC~O 9Ca. OCO ~Z APl; ~ 07:;,3:3E E512J156,~,l 100 ~ ]~70 EkC~O~CFHEN1 STITZOKS= 1COO,C 6881.0 TYPE= 1 TARGET= 5851,00C KH CJRE REVZSEC'TO Z~CLUCE STC~R (~030 CHANSED TC 61~0) ...... hOP ~11186 FROM HALFF65. ZkSERIEC X3 Zh ~ I 2 IP~ e6 7:50:26 SECkO CEPTP CkSEL C~l~S ~5ELK EG HV HL OLOS5 ~NK ELEV O CLO6 ~CH CRCB ALOB aCH AROE VOL TkA LEFIlRZGHT TZNE ~LO~ VCH VRC6 ' X~L XNCH XhR HT~ ELNZN 551A ~ SLOF~ ~LOBL XLCh XLCBR ZTRZAL ZDC ZCO~T CORAR ~ 9C8,3C Z9.C3 ~3~.03 C,CO O,OC 439.5Z 0.50 0.27 0,07 440.C0 444C~, ~282, 2~9~, 613~, 2033, 4~c, 25C~, lc94, 337, 440,00 ~ O,~C 4,C7 6,~7 2,15 C,05C 0,050 0,{50 O,OCO 410,0C .- 0,0C156] 25C, 270, 20C, C 0 0 C,O0 1985,98 o880,16 ~ {CHv= C,30C CE~V= ~,500 -- -SEC~O 9C9,0C0 ~301 HV CHAN~EO PORE T~A~ HVIN5 ~370 NCRPAL ERZDGEtNED= 18 MIN ELTRO= 439.9Q MAX ELLC= 450,00 ~ ]~70 ENCaOAC~NEN1 STITZOkS= 1COG,C 6881.0 TYPE= 1 TARGET= 5881.00C FROM HALFF65, IkSERIEC X3 IK ~OE 4 9C9,0C 28,51 ~38.51 C,O0 O;OO ~O.&9 - 1.98 C,23 0,7~ ~6.eo ~&~co. 1377, ~zTsb, ~7, 6~0. ~717, 1~0, 1711. ~o, ~s.50 o,~c z,~z 11,5c 1.7s C.CBC 0.050 c,cBo o,oco ~10,~c 1195.c0 [: 0.0C]55~ 10C, 1c0. 10c. ~ 0 d -97,3~ ~c6,~2 6~o.cO 0 · 5EChO 9C9,3C~ ~65 OIVIDED FLOW t) ]~70 NCR~AL ERIOGE~N~D= 1~ MIN ELTRD= ~]9,9C MAX ELLC= 450,00 ; ~70 E~CFOAC~NEN1 STITZO~$= 1COC,C 5881,0 TYPE--. 1 TARGET= Se81,00C FROM HALFF65, ZNSERIEC ~ ZN ROE 9C9,]C 28,66 ~38,~6 C,eO O,OC ~O,el 1,95 C,11 0,01 ~ ~4~C3. 1362, 6~T?~. 26~. 620, 37~. 150. 171~. 5AO. ~46.50 '-P; 86 07:~0:38 E1512J13~,hl 100 P.~GE 15 3.4C 2.20 11.~I 1.76 CAGED 0.050 CaCaO OaOC3 410.0C 11~5.C0 0.0C350~ 3C. ~C. 3C. 2 3 C -12~.e6 ~C7.17 52~G.C0 I~R 86 7:50:24 SECNO CEFTh CWSEL CR%WS ~$ELK EG HV HL OLOS5 BANK ELEV Q CLO5 QCH CRCB ALOE ~Ch AROE VOL TNA LEF11RZGHT TZ .~ ~ LOS VC, V RC a Xh L X NC, X~ SLOPE XLOBL XLC~ XLCBR IT~IAL IDC ZCOKT CORAR TCPWIE ENEST ,SECNO 9C9.6C0 ~2~5 ;IVZDED FLOW ~3C1 -v CHANGED PORE THAN ~470 ENCROACFNENT 5T~TZOKS: 1COO.C 6635.0 TYPE-- 1 TARGET: 5635.G0~ FROM HALFF65. ZhSE~IEG X3 ZN ROE 9C9.~C 29.99 439.9~ C.GO O.OC ~0.98 0.99 ~.C9 0.29 4~2.C0 ~4~C0. 5167. 36171. 2Cbl. 1679. ~15t. O.~C 3.e~ 5.7C ~.11 C.CEC 0.050 G.C~C O.OGO 410.0C 1165.C0 0.0C2~92 3C. 30. 3C. 3 0 - 0 C.O0 596.5~ 6271 .CO ,SECNO 910.0C0 ~265 OIVIOEO FLOW ~70 ENCROACHMENT STITIOkS= 1COO.C 6635.0 TYPE= I TARGET= 5635.00C FROM HaLFF65. ZNSERIEC X3 Z~ ROE 910.0~ 30.39 440.39 C.CO O. OC 441.1~ 0.~5 C.C9 0.07 442.C0 446e0. 7263. 33~C1. 3756. ~327. 4269. 1578. 1726. 3~Z. 638.00 0.6C 3.11 7.82 2.38 C.08C 0.050 O.CSO 0.000 610.0G lC75.i6 0.0~190] 6C. 40. ~0. Z 0 O C.O0 ,SEChO 910.3C0 ]2o5 DIVIDED FLOW ~370 NORPAL ERIDGE~N~O= 8 M]N ELTRO= ~9.5C MAX ELLC ~0 E~C~OACFMEN1 ST~T%OK5= 5~2C.C 11~8C.0 TYPE= I TARGET= 556C.COC FRON HALFF65. Z~SERTEC X] IN ROE 910.3C ~0.45 ~0.~5 C.CO O. OC 4~1.19 A44C0. 8035. 332~1. 3C7~. 2689. 4242. 1649. 1730. 343. 449.50 0.41 2.~9 7.85 1 .~6 C.08C 0,050 G.CSC O.OOO :~ APR E~ ~37:50:3.c 8512J130,i,,1 100 G.0C1.t27 3C, 30, 3C, I g' 0 C.GO 15~..5,~'t 11447,26 Z aP;; E6 7:50:26 PAGE SECk0 rEPTI., CkSEL CRXkS ',4SELK EG HV HL OLQSS 8INK ELEV Q CLO~. ~CH CRCe ALOE ACH AROE VOL TkiA LEFIlRZGHT TIME "MLO8 VCH ¥RC8 XNL XNCH XNR ldTk ELNXN SSTA SLOPE ILOEL XLCh XLCBR [1RZAL ZDC ZCONT CORAl) TQPklZC ENEGT ,,SECkO 910,.5C0 7265 DIVIDED FLOk ]370 NCRFAL ERZOGE, NRO= 8 HIN ELTRD= ,r, 49.5C MAX ELLC= t+47,OO ]~,70 EhCROACI'MEN1 ST.IT.tOt,S= 59Z1],C 1148C,0 TYPE= I TARGET= 556C.000 FROM HALFF65. Zt,SERTEO X] Zk ROE 910,5( 50,4.:] .~,r, 0,~,8 C,C0 O,0C 441.22 0.74 C,C] 0.0C 4z, 9,50 z,4~,C3. 8053. 3324z,. 3103. 2699. ~,2z, 9. 1676. 1734. 0.~.1 2.03 7.32 1.E5 C.GEC 0.050 CaC~C O.;JO.3 t, lO.OC 5921.25 0.0C1517 2C. 20. 2C. C 0 0 C.O0 CC,V= C.1QC CEhV= C..7.0C ,SECI~O 911.5C0 '~Z65 01~V:%DEO FLOk .~470 ENCROACkNEN1 STJTZOI~S= 110C.C 6895.0 TYPE= 1 TARGET= 5795.00C FROM HALFF65. ZNSERIE(3 X~ :[1~ ROE 911.5C 30.83 440.83 C.00 O.OC 441.39 0.56 C.15 0.02 440.C0 4.~4C0. 5518. 35375. 3507. 3983. 5283. 3030. 1758. 348. '440.00 0.41 1.39 6.70 1.16 C.15C 0.050 C.17.0 0.000 410.0(; 1100.C0 0.0C1460 10C. lC0. 100. ;. 0 C C.CO 2618.25 6890.42 .SECNO 920.970 ]265 OZVIDED FLOk ~280 CROSS SECT1'CN 92C.97 E.XTENI:EC ].~b FEET ]~.70 ENCROACI-:qEN1 STITtOt,S= 1COC,C 755C,0 TYPE= 1 TARGET--* 555C,00C FRCM H,aLFF65. 920.97 31.S6 ~,~1.96 C,C0 O.0C I,~.Z.IZ O,16 44t, C0, 13667. 24126. b~27. 2CIC7, 55]8. 8641, Z221 0.5C 0.08 4..:56 C.77 C.15c 0.050 0.120 O.OcO ~,10.0C 1c~:3.c9 0-0c0464 98C. 950. ~-5c. a 0 0 c.c2 '.~;. AP; ~,~ Q7:.c3::~-g- ~512J1Je,i, 1 100 P,~GE 17 I SECNO CEPT~ CNSEL CRZNS MSELK EG HV HL OLOSS 81NK ELEV Q CLO~ QCH CRC~ AL08 JCH AROE VOL TkA LEFIlRXGHT T/~E ~LOB VCH VRC~ XNL XNCH XNR WTN ELMZN SSIA SLOPE ~LOBL XLCF XLCBR ZTRZAL ZDC ~CO~T CORAR TOPNZC ENCST 1690 Nh CARO ~SEC ,SEChO ~Z65 ~ZV2OEO FLOk FRCN HALFF~5, 953,97 32.43 443.0] C.00 0,0~ ~3.C7 O.d~ G.94 0,01 ~3,C0 ~4C0. 1~59], 127E3. 1~CZ4. Z1248. ~6~. 171~6. ~686, ~89. 4~Z.SO 1.0E 0,E8 Z.7~ C.76 C.O6S 0.050 0.C76 O.OGO ~10.6C 15Z9.~3 0.0Cg2~5 2660. 2993. Z~IG. 3 0 O C.00 11~19.66 13~30.~1 2 ~pR E6 7:50:~ 1HZS RUN EXECUT'EC 2 APR ~6 7:5C:36 HECZ RELEASE DATED NOV 76 LPDATEO PARC 198~ ERROR CORR - Gl,02,O3,0i,C5 ~OCZFZCATZCN - 5.0,51,52,53,5A,55 kOTE- ASIERZ~K (,) A1 LEFT OF CRCSS-SECTZON NUMBER ZNDZCaTES MESSAGE ZN'SUNN&RT GF ERRORS LZST ELM FORK OF TRZN~TY SUNNJRY 'FRONTOUT TABLE SECNG XLCH ELTRC ELLC ELPZN Q CdSEL CRZ~S ~G 1OK,S VCH IREA ~6A.~O O.CO C.CO C,CO A1C.GO 3?~OG.CO G~7.~9 O.CO 637.55 1.~S ~.C6 ~e~.3C3 O.CO C.CO C.CO 41C.00 4k~OO.CO ~3E.~5 O.CO ~E.~I 1.36 ~.1~ Z~Sl.i1 a7~.003 1~70.C0 C.CO C.CO ~12.00 37400.C0 431.6~ 0.C.3 437.75 1.67 2.16 174~2.CZ 87~.00C 1370.C0 C.CO C,CO ~lZ.CO ~440G.CO 43a,55 O,CO ~3~,6Z 1.77 2,Z4 S80, OOO 200,C0 C,CO C,CO 412,00 3740G,C~ ~7,e8 O,CO 4~7,82 3,85 ~,Z9 13792.19 ;,; APF .;5.37:5:J:3,~ 8512J13e,Wl 100 ~,6GE ~F,.O.313O 2OO.CO [.CO C.eO 4,12.00 4~',400.C0 438.56 O.CO 4,3E.6B 3.E8 3.32 17;'~,5.C:~ '~ ;..r,.5.9OO 1;90.C0 C.CO C.CO z, lC.OO 3740C.CO 4,37.95 0.C0 438.01 1.24, 2.05 20z, 72.e. 0 ,b~,5.;'OO 1590,C0 C,CO C.CO 41C.00 4,4,40C.C0 4,38.81 O.CO 45~.88 1.27 2.15 2.~e33.85 } 9r.,5,300 ~;4,O.CO C.CO C,CO ~,1C.00 37t, OO.CO 4,37,99 O.CO 4,36,36 9.~;1 6,.50 11~?'2.C7 11d81.51 9C5.3CO ';~,O.CO C.CO C.CO 4,113.00 4,4,400.C0 4,38.91 O.CO 4'39.18 8.12 6.G4, 1577'3..~9 15.~.?~ '} 9C8,000 270,C0 C,CO C,CO 4,1C,C1; 3?(OO,CO 438,zl C,GO 4,38,71 15,e9 6,~3 1~.72,50 9C8.000 270.C0 C.CO C.CO 41C.00 4,4,400.C0 4,39.G3 O.CO 4,3~.52 15.e3 e.4T 9477.22 112~-3.98 · ~C9=~130 1'30.C:3 ~.~.~,0 45C.C0 41C.OO 3r4OO.C~, 4,,37=9o G.CO ,,39.36 2~.56 9.79 4,Z5e.47 1Z50.64 9C9.000 100.C0 4,38;.~;0 45C.G0 4,1C=00 4/,/,00.C0 4,38.51 0.130 ~,~C.49 35.e4, 11.50 4,488.7Z I ·9C9.300 30.c0 4,3{;.90 /,5c.c0 4,1C%.00 37400.c0 438.00 o. Co 439.4,~, 27.4,7 s.9? 4..78.40 71.~5=94, 9c9.300 30.c0 43~.90 4sc.co 41c.00 44,400.c0 438.66 c.co ~4c.61 35.c6 11.41 4,~18.11 749~.12 ~J) 9c9.600 30.c0 c.co c.co 4,1c.130 37400.c0 4,38.83 (].co 488.73 zo.so e.ls ~E16=~9 E1~1.2c <)c~.~oo 30.c0 c.co c.co 4,1c.00 444013.c0 4,39.99 0.c0 4,;,c.98 23.~z (:.70 (>488.~? 910.00.0 4,0.c0 c .co c.co 4,113.00 37400.(:0 4,39.13 o.co 4,39.86 17.90 ?.56 6i:22.=20 ~84,0=91 910.000 z,o.co c=(30 c.co 4,1c.00 44,z, 00.c0 4,4,13.39 o.co 4,~,1.14, 19.c3 ?=82 8174,.41 ')- 910..s00 30.c0 4z, 9.50 z, 4,7.c0 ~,1c.00 ~7400.c0 439.21 o.co z, 3~;.91 14,=54, 7.4,? 7~03.56 910,3OO 3C.CO .~.,,~.50 ~,.~7.CO 41C,00 ~,z,,~O0.CO 4~,C.45 O.CC, z,,,1.19 15.27 7.85 ,~5~,Co~0 11~eZ.t,C Z aPR E6 7:.80:2~ F~GE: ZC SECNO XLCH ELIRD ELLC ELP, I'N Q CklSEL CRI'kI$ EG 1OK,5 VCH /REA oOIK Ill 910.500 ZO.CO 4,4,~;.50 .',4,7.C0 4,1C.00 37400.C0 z, 39.25 O.CO 4,39.95 14,.~,0 7.4,4, 7238.53 910.500 20.C0 4,4~;.50 4~.7.C0 4,1C.00 4,4,40C.C0 44,C.4,8 O.cO z, 4,1.22 15.17 7.82 8eza.e3 11,:.c1.4,? '.~ 911.500 100.c0 c.co c.co 4,18.00 37400.c0 439.56 o.co 44,c.11 15.~4, 6.4,9 9~s0o14, 9.5?8.87 911.500 100.c0 c.co c.130 4,113.00 4,4,4,00.c0 4,4c.83 o=co 4,4,1.39 14,.86 6.70 12296.55 1159.5=58 l) 92c.970 ~;.so.co c.Go c.co 4,1c.00 37400.c0 440.73 o.co 4,t.c.93 5.40 4.49 267~7.71 920.970 ~o.co c.130 c.co ~.lc.oo :,:.4013.C0 ,r,~,1.96 0.(:0 4,~,2.12 ~.~4 4.~.o ~,~;,~5.52 · 950.970 Z99:~.C0 C.CO C.CO 4,10.60 :57/,013.C0 z, 4,;~.09 0.(30 4,z, 2.1.5 .~.z, 1 q..¥3 ~2.,z, 7.15 2C2~C,.61 950.970 2~;93.(:0 C.CO C.CO 410.60 44.400.C0 44,3.C.t 'O.C;O 4,'--'~.07 2.45 ~.7:5 43C62.27 2E35~.5~, 2 JPR e~> ?:50:2~ FAGE 21 ELM FORK OF IlRINITY ) -~UNMaRY FRINIOUT TABL~ 15C. ~;~ e5 07:53:3E ~.':12J136,~,1 1C0 P~GE 19 SECNC Q C.,{5EL DIFkSF DIFkSX DIFKN5 TOPkZC XLCH ~e~,3G3 37~00,C3 437.~9 C,CO C,O0 C,CO ~9~,9~ O,CO Se&.3CO 4&200,C0 43~ ,35 C.86 C.O0 O,CO 394~,?~ G,CO ~?~,OGO 3~400.C0 ~51,68 C,CO C,19 ~,CO 3713,Eo 1310,C0 S~S.O03 i~O0.CO 438,5S C.el C,20 e.ca 39~3,12 880,0C0 3~00,C0 ~37 ,eE C,CO C,01 C,CO 3655,97 200.C0 eeO, OCO 44~00,C0 ~SE,56 C,ES C,OZ O,CO 4143,69 200,C0 g;~,900 37400,C0 4~,95 C,CO C,Z? G,CO 5971,30 1590,C0 895,900 ~4~00,C0 ~]~ ,el c,es c,z5 o,co 5011,7~ 1590,c0 9c5,3G0 37~00,c0 ~37,99 c,co ~,0~ c,co 4106,81 940,c0 9c5,300 44400,c0 ~3E ,Sl C,92 C,09 O,CO 4497,90 940,C0 9Ca,OcO 3?~O0,CO 43E ,21 C,CO ~,22 G,CO 1974,35 270,CC 9C8,000 4~400.C0 ~]S,C3 C,82 C,12 C,CO 1985,96 2?0,C0 9C9,000 37400,C0 437,96 C,O0 -C,25 G,CO 401,71 100,C0 9C9,000 44~00,C0 43E,51 C,55 -C,52 C,CO 406,32 .9C9,3C0 37400,C0 43E,C0 C,CO C,04 O,CO ~0~,33 3C,C0 9C~,3~0 ~400,C0 ~3E,c6 C,66 C,15 C,CO ~07.17 9C9,600 37400,C0 43~,83 C,CO C,83 C,CO 569,7~ 30,C0 9C9,6G0 4~40C,C0 ~39,99 1,15 1,33 C,CO 59~,54 30,CO 910,000 37400,C0 43~,13 C,CO C,30 C,CO 773,3~ ~O,CO 910,000 44400.C0 &4C ,39 I ,~6 ~.41 O,CO 1699,96 40,C0 910,300 ~7400,C0 ~9,21 C,CO C,08 O,GO 8~2,C5 -SO,CO 910,500 $7400,[0 ~S~,25 C,CO C,O~ O,CO 832,66 gO,CO 910,500 ~400,C0 ~C,18 1,2~ ~,0~ 0,C0 1566,3~ 911,500 37~00,C0 ~,56 C,CO C,~1 O,CO 1~7,09 100,C0 911.500 4~400,C0 4~(.~3 1.27 C.35 O.CD Z61e,25 lO0.CO 920.970 37400.C0 4~C.73 C.CO 1,17 O,CO 6093,40 950,C0 92~.970 44400.C0 4G1.~6 1.23 1.13 G.CO 6G94.gG 953.970 37400.C0 4~ .C9 C.CO 1,36 G.CO 108~5.E~ 9~0,970 44600,C0 ~,C3 C,94 1,07 O,CO 11619,6~ 2993,C0 ~;, ,r.~; ~D 37:.c,.):31~ E512J13~*W1 100 P~GE ~UM~RY OF ERRO~ ~0 SFECI~L NCTES I ~GE 1 hEC2 RELEASE O~TED NCV 7~ LPCATEO PARC 198~ ER=OR CORR - NOCZFZCATZCN - 50,51,52,5],5~,55 ~FEXPECTEC ~N[ OF FZLE ABCRT %N S~BROUTZNE H2MAIk ~z ~512J136,W1 110 PAGE 1 F i,~ ~,, i~ ls:c~{os I i I I I I I I I I I I I I I / * WATE~ SURFACE PROFILES * * U,S- ARMY CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER * VERSION OF NOVEMBER 1970 * REVBED EXBTNG CONDFFK3NS : 609 SECOND STREET, SUITE O If * UPDATE9 MARCH 1982 PLOTFILE VERSION * , · DAVIS, CALIFORNIA 95616 * · [916) 440=2105 (FTS) 448-2105 * RUN DATE 13 JUN 86 TIME 15:05:35 * ************************************** X X XXXXXXX XXXXX XXXXX I X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX ~ x x x x x X X X X X X X X XXXXXXX XXXXX XXXXXXX · 1 PAGE 13 JUN 86 15:05:36 · THIS RUN EXECUTED 13 JUN 86 15:05:~6 HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - 01,O2,O3,O4,05 MODIFICATION ' 5g,51,52,53,54,55 C T1 ELM FORK MODEL FROM A H. HALFF ASSOCIATES,INC.(COPY FROM FT. WORTH COE) T2 UPDATED BY DLJ AND WLW 3186 FOR BELTLINE ROAD mSi:CiIF~ EX. REV.85-12-1 T~ ELM FORK OF TRINITY RIVER WITH LEVEE & LIMERICK SWALE EX, IO0-YR FLOOD J1 IChECK INQ NINV IDIR STRT METRIC HVINS Q WSEL F~ ~ -1. 4. O. O. 0.000000 0.00 O.0 O. 4~7.490 0.0OO J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CMNIM ITRACE C" 1,GO0 G,OOC -1,000 0,000 0,000 0,000 0,000 0,000 0,000 ~,000 ~ J3 VARIABL~ CODES FOR SUMMARY PRINTOUT 150,000 O.OOO O.CO0 0.000 0,000 0,000 0.000 0.000 0.000 C,O00 ~' 15 JUN 86 15:06:05 8512J136*W1 110 GT 7,000 16500.000 30200,000 37400.000 37400,000 59500,000 558,30,000 44200,000 0,000 O,CO0 NC G.075 0.070 0.045 0.100 0.300 0.000 0.000 0.000 0.000 O.CO0 kH 8,000 0.050 9983,000 0.035 10355.000 0.050 10700,000 0.100 10740.000 0.050 0=050 13474,000 0,035 13890,000 0,000 0,000 O,OOO I NH 10980,000 0,100 11060-000 MODEL DEVELOPED BASED ON CURRENT FIS MODEL OF 3186 - FILE -NDM "ELMBLTR" (NATURAL RUN) AND *'ELMBLFWR" (FLOODWAY RUN) -NDM t AS ELMFISX ' THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACI FILL IN FILE" ELMFISXR"- NOM FROM HALFF65- REVISED TO REFLECT IFCDIII O'FLOW SWALE -HALFF ~ xl ~k.30O 33.000 10740.000 10980.000 2300.000 2200.000 2430.000 0.000 0.000 0.000 GR 4~5,000 9900.000 436,C00 9925,000 435.800 9983,000 423,450 10020,000 423.450 10320-000 G~ k~5.000 10355,000 435,000 10356,000 435,000 10357,000 435,000 10500,000 436,000 10550,C00 ~:' GR 436.800 10700.000 43~.000 10740.000 434.000 10760.000 432.200 10790.000 423.200 10820.000 G~ 411.000 10840.000 410.000 10900.000 421.000 10920.000 428.000 10970.000 436.000 10980.000 GR 436,500 11060.000 436.000 11300,000 436.700 11400,000 435,000 11700,000 434.000 12200.000 II GR 434,000 13474,000 425,500 13508,000 424.100 13649.000 424,100 13661,000 425,500 13801,000 GR 430,400 13821,000 431,800 13850,000 446,200 13890,000 O,O00 0,000 0,000 0.000 ~ NH 8.000 0.035 1385.000 0.050 2260.000 0.100 2325.000 0.050 2625.000 0.100 NH 2900.000 0.050 3000.000 0.080 4762.000 0.035 5199.000 0.000 0.000 0.000 QT 7.000 16500.000 30200.000 37400.000 37400.000 59500.000 55800.000 44400.000 0.000 0.000 ~ Xl 878.000 37.000 23Z5.000 2625.000 1200.000 1400.000 1370.000 0.000 0.000 0.000 GR 445.000 1000.000 424.000 1062.000 424.000 1362.000 431.500 1385.000 431.500 1385.000 GR 434.000 1565.000 434.000 1565.000 434.000 1565,000 436.000 1650.000 436.000 2125.000 ~ GR 438.000 2260.000 439.000 2325.000 430.000 2350.000 412.000 2390.000 412.000 2450.G00 GR ~21.000 2470.000 430.000 2540.000 432.000 2555.000 434.000 2575.000 436.000 2590.000 GR 438.000 2610.000 439.000 2625.000 438.000 2900.000 437.400 3000.000 436.500 3500.000 ~ GR 436.000 3650.000 436.000 4000.000 435.600 4200.000 436.000 4500.000 436.000 4762,000 PAGE 1 13 JUN 86 15:05:36 ~. ~33.800 5145,000 GR 425.700 ~803.000 424.300 49~4.000 42~.300 4956,000 425,700 5109,000 GR 435,000 5168,000 446,600 5199.000 O=OOO 0,000 O,CO0 0,000 0,000 0=000 NH 8,000 0,050 1320,000 0,050 2260,000 0.100 2325,000 0,050 2625,000 0,100 ' ,mme' NH 2900.000 0.050 3000.000 0.080 4762.000 0.035 5199.000 0.000 0.000 0.000 FROM HALFF65- FB-C SWALE ENCS ~ NENO OF FB-C LEVEE- REVISED TO REFLECT IFCDIII O'FLOW SWALE & LEVEE- ~ NOTE '*N" VALUE TC REFLECT RACE TRACK AND TOWERS IN FLOODWAY 0.000 xl 880.000 32,000 2325,000 2625.000 200.000 200,000 200,000 0,000 0.000 GR 438,000 880.000 438,000 1080,000 426,500 1200,000 436,000 1320,000 4~6.000 2125,G00 __ ~ GR 438.000 2260.000 439.000 2325.000 430.000 2350.000 412.000 2390.000 412.000 2450.000 ~:~ GR 421.000 2470.000 430.000 2540.000 432.000 2555.000 434.000 2575.000 436.000 2590-000 GR 438.000 2610.000 439.000 2625-000 438.000 2900.000 437.400 3000.000 436.500 3500.000 ~ ~. GR 436,000 3650,000 430.C00 &O00,C30 435,600 4200,000 436.000 4500,000 436,000 4762,000 OR 425.700 4803,000 424,300 4944,000 424,300 4956.000 425,700 5109-000 433,8J0 5145,C00 OR 435,000 5168,000 446.600 5199,000 0,000 0,000 0,000 0.000 0,000 0,000 ~ 4740.000 0,050 4997.000 0.100 5042.000 O.GdO NH 7.000 0.050 4670.000 0.100 0.000 0.000 O.QO0 0.035 7513,000 0.000 0,000 NN 5782.000 0.050 6071,000 ~ SYN- X-SEC TAKEN FROM 1"=400, TOPO AND FB-C AND IFCDII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK ANO TOWERS IN FLOODWAY t i i ~ t t I t i t i I i I i ~AGE t S "" 13 JUN 56 15:06:05 ~512J136*Wl 110 SHOWS O'BANK CLEARING 60TH SIDES, FB-C FiLL U,S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IHpROVENENTS IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NON r OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV 450. -NDM Xl 895,900 62.000 4740,000 4907,000 1060.000 610,000 1590.000 0.000 O,OOO O.O00 x3 0,000 0,000 O, O00 ZOOO,OOO 0,000 0o000 0,000 Q,O00 0.000 0.000 ~ x~ 1.000 450.000 4429.900 0.000 0.000 0.000 0.000 0.000 0.000 O.O00 6~ 442,300 1000,000 442,300 1998,000 438,200 2023,000 438,000 2080,000 436,000 2100,000 GR 434,000 2110.000 432,000 2130.000 432,000 2160,000 430,000 2170,000 428,000 2185,000 ~. ~,~ ~27,000 2210.000 428,000 22~,000 4~O.COO 2245,000 4~Z,O00 2260.000 434,000 2270.000 GR 434.000 Z~OO.OOO 430.000 2316.000 430.000 2776.000 436.200 2820.000 450.000 2820.C00 GR 438,000 4430,000 438,000 46?0,000 436,000 4740,000 434,000 4765,000 432.000 4780.000 :' GR 43C=000 4790.000 428.000 4800.000 410.000 4875.000 410.000 4905,000 428,000 4980,C00 GR 430.000 4990,000 4~8.000 4997,000 4~9,000 504Z.000 437,800 52]5,000 438,000 5280,000 GR 436.000 5286.000 4~6.000 5292.000 4J6.000 5311,000 456,000 5317,000 4]8,000 5345,000 ~ GR 438.000 5~54,000 438.000 5386,000 436.000 5400,000 438,000 5447.000 439,100 5509,000 GR 4~8,000 5564,000 436,000 55~4,000 436,000 560~,000 435,300 5696,000 435,500 5782,000 GR 435,200 6071,000 425.900 6108.000 424.500 6250,000 424.500 6262.000 426.000 6402,000 ¢~ GR 428,000 6580,000 429,000 7285,000 430,000 7304,000 435,000 7322,000 436,000 7352.000 GR 442,000 7373,000 442,100 7513,000 0,000 0,000 0,000 0,000 O,OOO 0,000 : NH 5,000 0,050 4895,000 0,100 4953,000 0,050 5110,000 0,100 ~200,000 0,050 !~ NH 7712,000 0,000 0,000 0.000 0.000 0,000 0.000 0.000 0,000 0.000 SYN X-SEC TAKEN FROM 1"'=400° TGPO AND F8-C AND ~FCDIIi PLANS i NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES- FB-C FILL U.S- OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS · iNEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM PAGE I 13 JUN 86 15:05:36 BELTLINE ROAD AND RR USING GR CARDS AT ~LEV 4~5. AND~O-O -NON ON RIGHT SIDE THE FLCW WAS EXPANDED OUT TO THE EX. SWALE -NON Xl 905.~00 61,000 4955,000 5110,000 600,000 1055.000 940,000 O,O00 O,O00 O,O00 X3 0,000 0.000 0,000 2000,000 0,000 7650,000 0.000 0.000 0,000 0.000 - ~e' x~ 1,000 435.400 2418,000 0,000 0.000 0,000 0,000 0,000 0,000 0,000 GR 442.800 1000.000 442.800 2000.000 438.500 20Z6.000 456.000 2100.000 434.000 2120.000 GR 432.000 2220.000 4~0.000 22~3,000 428.000 2265,000 428,000 2278,000 428,000 2290,000 ~ GR 430.000 2303,000 432.000 2314.000 432.000 2345,000 454,000 2356,000 436,000 2~62.C00 GR 430,000 2440,000 430.G00 2586.000 456.000 2610,000 450.000 2610,00O 450,000 4380.000 GR 450,000 4770,000 440.000 4770.000 438.400 4810,000 438.400 4895,000 440,000 4914.C00 ~ GR 440,000 4955.000 430,000 496],000 428.000 4971,000 410,000 5050,000 410.000 5078.C00 GR 414.000 5085.000 416.000 5089.000 418.000 5093.000 420.000 5096.000 422.000 5102.000 GR 424.000 5105.000 426.000 5110,000 428.000 5158,000 430.000 5200.000 452.000 52&0.000 .: (. GR 434.000 5265,000 43~,000 5250,000 43~,000 5290.000 438,000 5300.000 438.000 5~85,~00 GR 445,000 5385.000 445.000 5855,0G0 445,000 6163,000 445,000 ~20~,000 444.300 622~,G00 GR 4~4,300 6625.000 444,000 6628,000 436,G00 6652,000 435.300 6785,000 4~5,200 7070,000 ~ G~ ~S4.000 7185.000 434.000 7205.000 434.200 7380.000 435.500 7590,000 442,000 7620.C00 G~ 4~2,~00 7712,000 0,000 0,000 0,000 0,000 O,O00 O,CO0 0,000 O,CO0 ~ ~ 5.000 0.050 1450.000 0.050 3830,000 0.050 4190.000 0.050 4250.000 0.C50 NH 6635,000 O.OOO 0.000 0.000 0.000 0,000 O.O00 0.000 0,000 0.000 '~ JdN 86 15:C6:]5 ~512J136*Wl 113 PAGE 4 %~ CARD REVISED TO INCLUDE STCHR (4030 CHANGED TO 4190) ...... NDM 411/56 INEFFECTIVE FLOW AREAS ON THE RIGHT SIDE DIS OF BELTLINE RD NDM WERE SET FROM THE BRIBGE TO THE EX. SWALE AT ELEV, 449. NDM t FROM MALFF65. INSERIED X3 IN ROB %1 908.00a 40.000 3830.000 4190,000 2~o.ooo 200,000 270,000 o.ooo 0.000 o,coo x3 0.000 0.000 0.000 1000.000 0.000 6635.000 0.000 0.000 0.000 0.000 X4 1.030 449.500 3800.000 O.OgO 0.000 0.000 0.000 0.000 0.000 O.CO0 i~ G~ 445.000 1000.000 457.000 1020.000 437.000 1180.000 453.000 1181.000 432.000 1220.C00 : GR 43C.000 1250,000 428,000 1270.000 428.003 1290,000 430.000 1305.000 432.000 1325,C00 GR 434.000 1}80.000 437.000 1381.000 437.000 1450.000 437.000 1500.000 449.500 1500.000 GR 44~.000 3805.000 440.000 3830.000 430.000 3840.000 410.000 3900.000 410.000 3928.000 G~ 416.000 3983.000 430.000 4030.000 434.000 4050.000 456.000 4100.000 438.000 4170.000 OR 440.000 4190.000 449,000 4190,000 449,500 4250.000 450.000 5655.000 437.000 5655.000 GR 437.000 6100.000 435.500 6101.000 436.000 6165.000 432,000 6200.000 432.000 6210,000 GR 436.000 6220.000 436.000 0340.000 437.000 6341.000 437.000 68~0.000 450.000 6851.000 ) 0.000 0.000 0.000 NC C.080 0.080 0.050 0.300 0.500 0.000 0.000 FROM HALFF65. INSERTED X3 IN ~08 t PIERS ADDED FOR EXISTING BRIDGES 414186 -NON X1 909,000 63,000 3790.000 4050,000 100.000 100.000 100,000 O.OOO 0.000 0.000 x3 O.O00 0.000 O.OOO 1000.000 0.000 6881.000 0.000 0.000 0.000 0.000 ) BT -44.000 1195.000 440.000 440.000 1195.000 4~0,000 438.000 1232.000 440.000 438.000 BT 0.000 1232.000 440.000 433,700 1232.700 440.000 433.600 1232.700 440.000 438.000 ST 0.000 1270.000 440.000 438.000 1270.000 440,000 430.000 1270,700 440.000 430.000 ~ ~T C.O00 1270.700 440.000 435.000 1307.300 440,000 438,000 1307.300 440.000 434.800 ET G,O00 1308.009 440.000 434.800 1308.000 440.000 438.000 1345.000 440.000 438.000 ET C.O00 1345.000 4~0.000 440.000 1515.000 440.100 440.100 1520.000 449.500 449.500 ~ BT O,OOO 3780.000 449.500 449.500 3790.000 446.600 446.600 3790.000 446.600 442.600 BT 0.000 3819.000 446.600 442.600 3819.000 446,600 438.400 3821.000 446.600 437.600 8T 0.000 3821.000 446.600 442.600 3889.000 446.600 442.600 3889.000 446.600 413.700 ~ ET 0.000 3891.000 446.400 413.000 3891.000 446,600 442.600 3979.000 446,600 442.600 BT '0.000 3979.000 446.600 421.600 3981.000 446.600 422.400 3981.000 446.600 442.600 8T G.O00 4050.000 446.600 442.600 4050.000 446.600 446.600 4080.000 446.500 446.500 ) 1 PAGE 13 JUN 86 15:05:36 t 439.900 439.900 BT 0,000 4085.000 449.500 449,500 5670.000 450.000 450,000 5675.000 BT 0.000 5850.000 440.000 440.000 6200.000 440.200 440.200 6200.000 440.200 438.000 · BT 0.000 6240.000 440.200 438.000 6240.000 440.200 440.200 0.000 0.000 0.000 GR 449,500 1000.000 450,000 1070.000 440.000 1070.000 440.000 1195.000 438.000 1195.000 OR 436.000 1215.000 434.000 1250.000 433.700 1232.000 433,600 1232.700 432.000 1245.C00 ) GR 430.000 1255.000 430.000 1270,000 430.000 1270.700 4~0.000 1285.000 432.000 1290.000 GR 434.000 1300.000 434.800 1307.300 434,800 1308.000 436.000 1320.000 438.000 1345.000 GR 440.000 1345.000 440.100 1515.000 449.500 1520.000 449.500 3780.000 446.600 3790.000 ~ GR 442.600 3790.000 440.000 3815.000 438.400 3819.000 437.600 3821.000 430.000 5840.000 GR 413.700 3889.000 413.000 3801.000 410.000 3900.000 410.000 3950.000 421.600 3979.000 GR 422.400 3981,000 430.000 4000.000 434.000 4020.000 440.000 4C40.000 442.600 4050.000 ~ GR 446.600 4050.000 446.600 4050,000 446.600 4050.000 446.600 4050.000 446.500 4080.000 GR 449,500 4085.000 450,000 5670.000 439.900 5675.000 440.000 5850.000 440.200 6200,000 GR 438.000 6200.000 433.000 6210.000 433.000 6230,000 438.000 6240.000 440.200 6240.000 ~ GR 440.400 6690.000 450.000 6695.000 450.000 8405.000 441.800 8410,000 442.000 8930.000 GR 442.400 9340.000 450.000 9345.000 450.000 11030.000 0.000 0.000 0.000 0.000 f h3 J~.. j6 1'...__~05 I I i, zj1 I1 i I lAGE i 5 i i t i I I I If [ FROM HALFF65, INSERTED X] IN ROB 0.000 Xl 909,]00 0.000 O,OOO 0,000 ]0.000 30.000 ]0.000 0,000 0,000 ( xZ C.O00 0.000 0.000 0.000 0,000 0.000 1.000 0.000 0.000 0.000 x3 0,000 0,000 0,000 1000.000 O,O00 6881,000 0.000 0,000 0,000 0,000 ~' FROM MALFF65- INSERTED X3 IN ROB xl ~09.600 40,000 3740,000 40]5,000 ]0,000 30,000 30,000 0.000 0,000 0,000 x] 0,000 O.O00 0.000 1000.000 O.O00 66]5.000 0.000 0.000 0,000 O.O00 e~ x4 2,000 440.000 1165.000 4]4.500 1166,000 O,OOO O.O00 O.OOO O,O00 0,000 GR 449=500 1000=000 449,500 1075.000 440.000 1076,000 434.000 1200,000 430.000 1250,000 GR 430.000 1300,000 434.000 1370.000 440.000 1375,000 440,000 1470,000 449,500 1476.000 IL GR 449,500 3725.000 442,000 3730.000 442,000 3740,000 440.000 3760,000 438,030 ]BOO,C00 GR 43C.000 3840.000 410,000 3900.000 410.000 3950,000 430,000 4000,000 434,000 4010,C00 GR 438,000 4035.000 438.000 4045,030 449,500 4050,000 450.000 5610.000 440.000 5615.C00 f' GR 440.000 6170.000 434,000 6180.000 434.000 6190,000 433.000 6200.000 433,000 6250,000 GR 43],500 6270,000 440.000 6271,000 440.000 6630,000 450.000 66]5,000 450,000 8350,000 GR 437,500 8]55,000 438.000 9000,000 439,000 9280,000 450,000 9285,000 450.000 10265,C00 FROM HALFF65. INSERTED X~ IN ROB xl 910.000 40.000 3740.000 4035.000 40.000 40.000 40.000 0.000 o.oao 0.000 · X3 0.000 0.000 0.000 1000.000 0.000 6635.000 0.000 0.000 0.000 0.000 X4 3.000 440,000 1125.000 434.500 1126.000 440,000 1415.000 0.000 0.000 0.000 GR 449.500 1000.000 449,500 1075.000 435.800 1076o000 434.000 1200.000 430.000 1250,000 ( GR 430.000 1300.000 434.000 1370.000 436.000 1400.000 440.000 1470.000 449.500 1476.000 GR 449,500 3725,000 442,000 3730,000 442,000 ]740,000 440,000 3760,000 438,000 3800,000 GR 430.000 3840.000 410.000 3900.000 410.000 3950.000 430.000 4000.000 434.000 4010.000 · GR 438,000 4035,000 438,000 4045,000 449,500 4050,000 450,000 5610.000 440,000 5615,000 GR 440.000 6130,000 434,000 6140,000 434,000 6190,000 433,000 6200,000 433.000 6250,000 GR 433,500 6310,000 440,000 6311,000 440,000 6630,000 450,000 6635,000 450,000 8350,000 ~ GR 437,500 8355.000 438,000 9000.000 439.000 92~0,000 450,000 9285.000 450.000 10265.000 FROM HALFF65. INSERTED X3 IN ROe ~ Xl 910.]00 58,000 8530.000 8840,000 ~0.000 30.000 30,G00 0.000 0.000 0,000 X3 0,000 0.000 0,000 5920.000 0,000 11480,000 0.000 0,000 0.000 0,000 BT 8.000 5900,000 449.500 446.500 6300,000 449.500 446,500 8580.000 449.500 446.500 ~.- BT 8840.000 449,500 446.500 10460.000 450,000 4~7,000 11480,000 450,000 447.000 13190,000 8T 450.000 447.000 14100.000 450.000 447,000 0.000 0,000 0,000 0.000 0.000 1 PAGE ~ 13 JUN 86 15:05:36 ~ GR 449,500 5900,000 446.500 5900,030 438.000 5930.000 436,000 5940,000 436.000 5970,000 GR 454.000 5980,000 432,000 6020.000 430,000 6090,000 4]0,000 6150,000 432,000 6200,000 GR 434.000 6220,000 436.000 6250.000 438,000 6270.000 440.000 6280,000 446,500 6300,000 t-: GR 449.500 6300.000 449.500 8580.000 446.500 8580.000 4]0.000 8590,G00 410.000 8650.000 GR 410.000 8700.000 430.000 8760.000 434.000 8770.000 438.000 8800.000 446.500 8840.000 GR 449,500 8~40.000 450.000 10660.000 447.000 10460.000 440,000 10470,000 440.000 10840,000 ~ GR 440,090 10~40.000 436,000 10841.000 436.700 10950,000 435.000 11020.000 432,000 11030,C00 GR 434.000 11080.000 436.000 11100.000 440.000 11101.000 440.000 11101.000 440.000 11445.000 o~ 4~7.000 11~80.000 450.000 114~0.000 450,000 13190.000 4~7.000 13190.000 440.000 13220.000 ~ OR 4S8.000 13310.000 438,000 13460.000 440,000 13465,000 442,000 13490.000 442,000 13610.000 GR &&C.O00 13670.000 439.500 13700.000 440.000 13730.000 440.000 13970.000 439.200 14020.000 t ~3 juN 25 ls:u~!05 ~ t ~12J1~ .h .._i i IAGe I 6 t t i i I G~ ~O,O00 14070,000 447,000 14100,000 450,C00 14100,000 0,000 0,000 0,0,30 0,000 FROM HALFF65, INSERTED XS IN R05 O,O00 O,O00 I xl 910.500 0.000 O.O00 0.000 20.000 20.000 20.030 0.000 x2 0.000 O. O00 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 x] 0.000 0.000 0.000 5920.000 0.000 11480.000 0.000 0.000 O. O00 0.000 (1~ 0.000 0.000 0.000 0.000 0.000 ~C 0.150 0.120 0.050 0.100 0.300 FROM HALFF65- INSERTED x3 IN ROB 0.000 0.000 ~! xl 911.500 48.000 3830.000 4190.000 100.000 100.000 100.000 0.000 x] C.O00 O. OOO 0.000 1100.000 0.000 6895.000 0.000 0.000 0.000 O.GO0 GR 445.000 1000.000 438.000 10Z0.000 438.000 1100.000 430.000 1130.000 434.000 1150.000 ( GR 4]2.000 1220.000 430.000 1250.000 428.000 1270.000 425.000 1290.000 4~0.000 1305.~00 GR 432.000 1325.000 43~.C00 1365.000 436.C00 1450.000 4]6.600 lC~O.GOC. 4~0.500 1695.C00 GR ~49.500 3755.~00 4~0.000 3756.000 440.G00 ]~]U.OOu 4~0.~0 ~O.C)O 410.003 ]gO0.GOO ir GR 410,OOG ~92~,000 ~1~,02.0 39~0.090 450,C00 4050,000 4~4,CJG 4050,000 4~,,0,30 4100,C00 GR 4J8.030 4170.000 440.C00 4190.0J0 440.200 4210.000 440.300 4220.000 449.600 4220.000 GR 449.900 5600.000 440.000 5001.000 4~0.000 6000.000 435.000 6001.000 4]6.000 6165.000 5220.000 4]6.000 6400.00~ 440,000 6401,000 ~ SR 432.000 6200.009 432.000 ~210.000 ~]6.000 GR ~C.OOC 6~19.030 4~0.C'30 o~ZO.O00 ~50.030 820b.00~ ~.O~ ~~'~'-0'-i0 4~8.0~0 ~475.C00 GR 440.000 9500.000 450.000 9505.000 450.000 10800.000 0.000 0.000 O.OOQ 0.600 · 0.100 4970.000 0.050 5265.000 0.120 NH 6,000 0.100 37;0.0~0 0.075 4950.000 ~H 6520.000 0.065 7385.000 0.000 O.OOO 0.000 0.000 0.000 0.000 0.000 t.. FROM HALFF65-~ SPLIT FLOW END UIS FROM 920,971CARROLLTON LANDFILL EFFECTIVE AREA ADDED AT 5TA 2940/LEFT OB N LOWERED TO 0.100, ---NDM .075 IN PARK, .065 IN GOLF COURSEICARROLLTON PARK TOPO ADDED ---NDM · X1 92D.970 48.000 4970.000 5265.000 980.000 550.000 950.000 0.000 0,000 0,~00 x3 O,O00 0.000 0.000 2890,000 0,000 7080.000 0,000 0,000 O,OOO 0.000 GR 450.000 1000.000 457.000 1005.000 440.000 1400.000 432.000 1900.000 434.000 2260.000 ~ GR 436.000 2270.000 438.000 2495.000 4]8.200 2750.000 438.000 3005.000 4]7.800 3200.000 GR 4]8.000 3400.000 440.000 3670.000 440.000 3765.000 438.000 3772.000 436.000 5780.000 GR ~34.000 3~30.000 432.C00 5870.000 4]2.000 3935.000 454.000 ]985.000 4~6.000 4125.000 ~ GR 437.300 4309.000 437.300 ~310.000 ~41.000 4675.000 4]7.300 4950.000 4~,.000 4970.000 GR 4]Z.000 4995.000 450.000 5050.000 428.000 5070.000 426.000 5080.000 420.000 5095.C00 GR 410.000 5100.000 410.000 51~0.000 420.000 5185.000 424.000 5195.000 426.000 52]0.000 ( GR 430.000 5250.000 438.000 5265.000 438.800 53Z5.000 450.000 5330.000 450.000 5775.000 GR 4]8.100 5780.000 438.000 6155.000 4]7.000 6500.000 438.000 6805.000 438.000 7025.000 GR 4]7.400 7079.000 444.500 7080.000 444.500 7385.000 456.000 0.000 0.000 O.CO0 PAGE · I 13 JUN 86 15:05:36 ~ NH 5.000 0.050 15680.000 0,050 14502,000 0.045 14783,000 0,040 15730,000 0.085 '~ ( N~ 20000.000 0,000 0.000 0.000 O.O00 0,000 0,000 0.000 0,000 0,000 .~- ADDED FROM RIVERCHASE MOOELICARROLLTON LANDFILL ENCR, +PARK ---NDM xl 950.000 50.000 14502.C00 147~3.000 800.000 690.000 903.000 0.000 0.000 0.~00 ~ x$ 0.000 0.000 O.O00 12450.000 0.000 15730.000 444.600 0.000 0.030 0.000 C? ~50.030 6050.000 442.C00 6060.000 440.800 6]]5.000 440.700 6860.000 440.000 7170.C00 GR 4~0.000 7720.000 434.C00 8350.000 ~]4.000 ~625.000 4~0.000 9410.000 446.700 10~80.000 J GR 436,000 10885,000 4]8.000 11575,000 436,100 11850,000 447,500 12000,000 440.000 12150.000 GR ~4G.000 12450.000 4~0.C00 13000.030 440.200 15680.000 4~0.000 14197.000 439.000 14392.000 t r 113 , io 1~ 1:05 I i I~zJ1 11 "l I 1'~'GE i 7 t I t i i t i Ga 438.000 14~62.000 435.000 14492.000 434.400 14502.000 451.400 14572.000 431.000 14607.000 GR ~15.900 1~3~.000 409.600 14641.000 409.600 14695.000 415.900 14697.000 427.400 14720.C00 GR ~29.200 14739.000 430.400 14765.000 440.500 14783.000 440.000 14810.000 441.Z00 14860.C00 ~ GR 440.000 14890.000 438.000 15054.000 438.000 15730.000 438.000 17185.000 437.500 17425.000 GR 437.500 17685.000 438.000 18130.000 438.000 18900.000 440.000 19100.000 441.000 19360.000 GR 442.000 19620.000 443.000 19735.000 444.000 19850,000 445.000 19905.000 450.000 ZO000.O00 f 0.085 NH 5,000 0.065 13835.000 0,060 14783.000 0.045 15050.000 0.040 15700.000 NH 20000.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 '~ ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR. +PARK ---NDM Xl 937.890 54.000 147~3,000 15050.000 800,000 780.000 780,000 0,000 0.000 0.000 X~ G,OOO O,OOO 0,000 12600.000 O,O00 15700,000 444,~00 O.GO0 0.000 0,000 ~ GR 438,000 8000.000 438,000 8920.000 440.000 9230.000 440,000 9640.000 436.900 9870.C00 GR 44C.500 10500.000 436.500 10700.000 438.500 11080.000 4~8.500 11440.000 445.100 11510,G00 GR ~5.500 11~60.000 ~62.200 11920.000 457.000 125]0.000 4~0.000 12600.000 4~7.000 13155.C00 ~ GR 4j7.500 13835,000 439.500 14315.000 440.000 14510.000 4~0.000 14585.000 439.000 14600.C00 GR 438.000 14635.000 437.000 14725.000 435.000 14760.000 4~4.600 14783.000 452.900 14833.000 GR 416.500 14366.000 414.500 14867.000 414.500 149~9.000 416.500 14940.000 430.400 14959.000 ~ GR 431.800 14970.000 441.900 14990.000 440.700 15046.000 440.700 15050.000 441.800 15099.~00 GR 441.800 15100.000 440.000 15244.000 429.400 15284.000 429.400 15514.000 438.000 15550.C00 GR 438.00G 15700.000 4]8.000 16700.000 ~38.800 17120.000 4S6.600 17300.000 4~8,000 17460.600 · GR 438,000 17650.000 4]7.600 17830.000 438.000 18040.000 439.500 18450,000 439.300 19100.000 GR 440.000 19400.000 442.000 19805.000 445.000 19915.000 450.000 ZO000.O00 0.000 0.000 C NH 5.000 0.060 11950.000 0.080 14000.000 0.045 14320.000 0.040 1~050.000 0.080 NH' 19000.000 0.000 O.O00 0.000 0.000 0.000 O.OOO 0.000 O.OOO O.OOO ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR. ADDED ---NDM · Xl 950.970 57.000 14000.000 14320.000 1320.000 13Z0.000 1320.000 0.000 0,000 0.000 X3 0.000 0.000 O. O00 118~0.000 O.O00 15050.000 445.000 0.000 0.000 O.O00 GR 4~2.800 6000.000 45R.400 6100.000 444.300 6300.000 444.~00 6400.000 442.400 6600,000 ~ GR 441o500 6800.000 442,500 7100.000 437.600 7500.000 438.900 8475,000 439.800 9100.000 OR 440.Z00 9110.000 439.900 9210.000 435.100 9700.000 438.900 10100.000 440.500 10300.000 GR 440.200 10500.000 441.400 10600.000 445.000 11000.000 442.]00 11080.000 440.940 11850.000 ~ GR 440.800 11930.00~ 4~1.6D0 119~0.000 440.000 11965.000 440.000 13250.000 446.500 13400.G00 GR 444=000 13600.000 446,900 1~700.000 441.200 1~800.000 442.800 13940.000 445.2~0 13970.000 GR 443.000 14000.000 427.000 14135.000 412.700 14175.000 410.600 14190,000 428.000 14235.000 !, GR 426.000 14260.000 430.000 14300.000 442.500 14320.000 440.900 14444.000 440.900 14594.000 GR 429.800 1463~.000 429.800 14864.000 439.100 14900.000 439.?~0 15050.000 440.400 15200.000 GR 439.400 15400.000 439.200 15800.000 438.600 15880.000 437.800 16000.000 438.500 17100.000 · GR 439.300 17444.000 439.900 17700.000 439.400 17800.000 439.300 18540,000 441.800 18900.000 GR 445.800 18950.000 444.100 19000.000 0.000 0.000 0.000 0.000 0.000 0.000 EJ C.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.090 0.000 ~ I PAGE 13 JUN 86 15:05:36 $ECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q CLOB ~CH OR08 ALOB ACH AROB VOL TWA LEFT/RIGHT f TIME VLOB VCH VRO~ XNL XNCH XNR WTN ELMIN 5STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENCST ,PROF 1 ~ 13 JUN ~o 15:06:35 CCHV= 0.100 CEHV= 0.300 1490 NH CARO USED · SECNO 864.300 MODEL DEVELOPED BASED ON CURRENT FZS MODEL OF 3186 ' FILE -NDM "ELMBLTR" (NATURAL RUN) AND "ELMBLFWR"' (FLOODWAY RUN) -NDM AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR"- NOM FROM HALFF65. REVISED TO REFLECT IFCDIII O'FLOW SWALE -HALFF d64.30 27,49 437.49 0.00 437,49 437.55 0.06 O,OO 0.00 436,00 37,G.3. 13598. 7496, 16306, 5555. 3647, 11355, O, O- 436,00 0.00 2,45 2,06 1,44 0,035 0.050 0,040 0.000 410,00 9920,86 0,000135 2300. 2430. 2200. 0 0 0 0,00 ]944.94 13865.81 1490 NH CARD USEO · SECNO 878,0~0 3265 DIVIDED FLOW O,OO 439,00 ~7~.00 25.68 437.~P-, 0.00 ~.00 437.75 0.07 0.20 37400- 15536. 8213. 13650- 6603. 3811 - 7068. 581. 118. 439.00 0.17 :~.35 2.16 1.93 0.037 0.050 0.038 0.000 ~,12.00 1021.65 0.000167 1200. 1570. 1400. 0 0 0 0.00 3713.86 5175.13 0 1490 NH CARD USED · SECNO 880.000 3265 DIVIDED FLOW FROM HALFF65. FB-C SWALE ENDS a N END OF FB-C LEVEE· REVISED TO REFLECT IFCOIII O'FLDW SWALE & LEVEE NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY 880.0C '25,6~ 437,68 0.00 0,00 437.82 0.13 0.05 0.02 439.00 135 ~3~.00 37400, 3935. 12559, 20907, 287~, 3815. 71G1- 653. · 0.19 1.37 3.29 2.94 0.050 0.050 0.038 0.000 412.00 1083·30 0,000388 200. 200. 200. 2 0 0 0.00 3655.97 5175.17 0 1490 NH CARD USED 1 PAGE 13 JUN 86 15:05:36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q ~LOB QCH QROB ALOB ACH ARO8 VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOSR ITRIAL ZDC ICONT CORAR TOPWIO ENDST · SECNO 895.900 32~5 DIVIDED FLOW f is J ....t~ l~.,,jo5 i t tzj1 ~ i t IAGE I 9 ~ i i I i S470 ENCROACHMENT STATIONS= 2000.0 7513.0 TYPE= 1 TARGET: -Z000,000 SYN. X-SEC TAKEN FRQP 1"=400, TOPO AND FB-C AND IFCOII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY ~ SHO~S O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON ~RANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM ~ OF BELTLINE ROAO AND RR USING GR CARDS AR ELEV 450. -NDM 8gS.~O 27.93 437.93 0.00 0.00 437.97 0.04 0.15 0.01 436.00 37400. 5711. 6960. 2~729. 542B. 4100. 14334. 1048. 19~. 4S8.00 ~' C.S5 1.05 1.70 1.73 0.050 0.050 0.036 0.000 410.00 2080.68 O.OC~O~5 1060. 1590. 610. 2 0 0 0.00 3031.57 7358.76 0 Ik 1490 N, CARD USED *SECNO 905.500 3265 DIVIDED FLOW ~ 3470 ENCROACHMENT STATIONS= 2000.0 7650.0 TYPE= I TARGET= 5650.000 SYN X-SEC T~KEN FROM 1"=A00' TOPO AND FE-C AND [FCDII~ PLANS NOTE eN" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY · SHOWS O'BANK CLEARING BOTH SIDES~ FB-C FILL U.S, OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAD AND RR USING GR CARDS AT ELEV 445. ANDA50.Q -NDM ON RIGHT SIDE THE' FLOW WAS EXPANDED OUT TO THE EX. SWALE -NDM 905.30 27.89 437.89 0,00 0.00 438.25 0.36 0.18 0.10 440.00 · 37400. 10029. 18783, 8588. 3133. 2999. 4184. 1404. 249. 426.00 0.40 3.20 6.26 2.05 0.050 0.050 0.061 0.000 410.00 2044.08 0.000925 600. 940. 1035- 2 0 0 0.00 1855.28 7601.03 ~ o 1490 NH CARD USED ,SECNO 90~.000 3265 DIVIDED FLOW 1 PAGE 13 JUN 86 15:05:36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q CLOD QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT ~ TIME VLOB VCH VRO~ XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1000.0 66S5,0 TYPE= 1 TARGET= S6SS,000 ~' NH CARD REVISED TO INCLUDE STCHR (~030 CHANGED TO 4190) ...... NOW 411186 INEFFECTIVE FLOW AREAS ON THE RIGHT SIDE DIE OF BELTLINE RD NOM WERE SET FROM THE B~IDGE TO THE EX, 5WALE AT ELEV. 449, NDM ~ FROM HALFF65. INSERTED X3 IN ROB 908,00 28,07 ~3B.07 O.O0 O.OO 438.62 0.54 0,31 0,05 ~40.00 i: J~,, i~ ls.~-,jos i I ._izjl__ .11 I I IAGE i10 t i i I i J7403. 6633. Z8132. 2635- 1673. 4311. 143~. 1453. 258. ~49.00 0.~2 3.96 ~.53 1.83 0.050 0.050 0.050 O.OOO 410.00 1017.3Z 0.001o33 250. 270. 200. 2 0 0 0.00 1801.49 6635.00 CCHV= 0.300 CEHV= 0.500 · SECNO ~09.000 3Zo5 DIVIDED FLOw 3SC1 HV CHANGED MORE THAN HVINS 3370 hORMAL BRIOGE, NRO= 44 MIN ELTRO= ~39.90 MAX ELLC= 450.00 3~70 ENCROACHMENT STATIONS= 1000.0 6881.0 TYPE= 1 TARGET= 5881.000 FROM MALFF65. INSERTED X3 IN ROB PIERS ADDED FOR EXISTING BRIDGES ~14136 -NOM 909.00 27.86 437.86 0.00 0.00 439.34 1.~8 0.25 0.47 446.60 37400. 1891. 35075. 435. 588. 3494. 144. 1466. 261. 446.60 0.42 3.22 10.04 3.01 0,080 0,050 0.080 O.OOO 410.00 1196.45 0.004284 100. 100- 100. 3 0 0 -91.38 39~.64 6239.71 · SECNO 909.300 3265 DIVIDED FLOW 3370 NORMAL BRIDGE,NRD= 4~ MIN ELTRD= 439.90 MAX ELLC= 450.00 3685 ZO TRIALS ATTEMPTED WSEL,CWSEL 3710 WSEL ASSUMED BASED ON MIN OIFF PAGE 13 JUN 86 15:05:36 SECNO DEPTH CWSEL CRIWS WSELK EG HV ML OLOSS ~ANK ELEV Q QLOB QCH QROE ALOE ACH AROB VOL TWA LEFT/RIGHT TIME VLO6 VCH VRO~ XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST ]470 ENCROACHMENT STATIONS= 1000.0 6~81.0 TYPE= 1 TARGET= 5881.000 FROM HALFF65. INSERTED X3 IN ROB 909.3C 27.99 437.99 428.63 0.00 439.43 1.45 0.13 2.59 4~6.60 37400. 1941. 35007. 452. 607. 3522. 150. 1469. 261. 446.60 0.42 3.20 9.94 3.02 0.080 0.050 0.080 0.000 410.00 1195.12 0.004177 ]0. 30. 30. 20 12 0 -92.30 402.94 6239.98 0 · SECNO 909,600 I I I I I I I I I' I I I I~ I I i i I t~ 13 JUk ~5 15:C6:05 ~512Jlj6*w1 110 PAGE 11 J265 OIVIDEO FLOW · 3301 HV CHANGED MORE THAW HVINS · 3~70 EhCROACHMENT STATIONS= 1000-0 6635,0 TYPE= I TARGET= 5635,000 FROM HALFF65. INSERTED X3 IN ROB ~C~.~O 28.77 438,77 0,00 0.00 439.~8 0.91 0.09 0.16 4~2.00 · 37~00. 44~9, ~1577. 1374. 1~18. ~840. 530. 1473. 261. 438,00 0.~2 3.14 3,22 2.60 0.080 0.050 0.080 0.000 410.00 11~5.22 0.002139 30. ~0. 30. 2 0 0 0.00 568.52 6270.81 (-- · SECNO 910.000 · 5265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1000.0 6635.0 TTPE= 1 TARGET= 5635.000 FROM HALFF65. INSERTED X5 IN ROB 910.00 29.07 4~9.07 0.00 0.00 439,81 0.74 0.08 0.05 442.00 37400. 5166. 29772. 2662. 1864. ~914. 997. 1479. 262. 438.00 0.42 2.77 7.61 2.47 0.080 0.050 0,080 0.000 410.00 1075.16 0.001812 40, 40. 40. 2 '0 0 0.00 771.04 6310.86 o tSECNO 910.300 3265 DIVIDEO FLOW 1 P~GE 11 13 JU~ 8b 15:05:35 SECNO DEPTH CWSEL CRIwS WSELK EG HV HL OLOSS ~ANK ELEV Q QLOB QCH QRO8 ALO~ ACH AR08 VOL TWA LEFT/RIGHT TI~E VLO~ VCH VqO~ XNL XNCH XNR WTN ELMIN SSTA SLL ~:{ x. ~'t. ~LCh XLC~ iTDi~L !]C :C~T CO~P TCPWID ENCST 3370 NORHAL BRIDGE~NRD= 8 HIN ELTRD= ~49,50 MAX ELLC= 447,00 3470 ENCROACHMENI STATIONS= 5920.0 11480.0 TYPE= I TARGET= 5560.000 F~OM HALF~5. INSERTED X! I~ 910.50 29.1~ 439.15 0.00 O.O0 439,~1 0.71 0.0> 3.01 ~49.5j 37½00. 5943. 2~46. 1811. 222~. 3951. 987. 1483. 26]. 449.50 n.42 2.6T 7.50 1.84 0,080 0.050 0,0~0 0.000 410.00 5925.93 0.0U1~70 30. 50. 30. 2 0 0 0.00 831.~0 11100,79 o · SECk~ 91Q,500 3265 DIVIDED FLOW 1~ ~UN 86 15:C6:05 ~512J136,Wl 110 PAGE 3370 NORMAL BRIDGE,NRD= 8 MIN ELTRD= ~49.50 MAX ELLC= 447.00 3470 ENCROACHMENT STATIONS= 5920.0 11480.0 TYPE= I TARGET= 5560.000 FROM HALFF65. INSERTED X3 IN ROB 9!0.50 29.19 439.19 0.00 0.00 439.90 0.71 0.03 0.00 449.50 37450. 5966. 29606. 1828. 2240. 3958. 995. 1487. 263. 449.50 ~.43 2.66 7.48 1.84 0.080 0.050 0.080 0.000 410.00 5925-81 0.0G1458 20. 20. ~0. 0 0 0 0.00 831.87 11100.80 CCHV= ~.100 CEHV= 0.300 · SECNO 911.500 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1100.0 6895.0 TYPE-' 1 TARGET= 5~95.000 FROM MALFF65. INSERTED XI IN ROB 911.50 ~9.50 439.50 0.00 0.00 440.06 0.56 0.15 0.01 440.00 37400- 4007. ~1365. 2028. 3057. 4807. 1614. 1506. ~65. 440.00 0.4] 1.31 6.52 1.26 0.150 0.050 0.120 0,000 410.00 1100.00 0.001547 100. 100. 100. 2 0 0 0.00 1346.46 6400.88 1 PAGE 13 JUN 86 15:05:~6 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q ~LO8 QCH GROB ALOE ACH ARO8 VOL TWA LEFT/RIGHT TIME VLOB VCH VRC8 XNL INCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENDST 1490 NH CARD USED · SECNO 920.973 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2890.0 7080.0 TYPE: 1 TARGET: 4190.000 FROM HALFF65.~ SPLIT FLOW END UIS FROM 92De97/CARROLLTON LANDFILL EFFECTIVE AREA ADDED AT STA 29401LEFT OBN LOWERED TO 0.100, ---NDM .075 IN PARK# .0~5 IN GOLF COURSEICAR~OLLTON PARK TOPO ADDED ---NDM ~ZO.~7 3D.Z2 440.72 0.30 0.00 4~1.C0 0.26 0.91 0.03 434.03 37400. 7703. 26041. 3655. 6208. 5172. 3997. 1754. 313. 438.00 0.50 1.24 5.03 0.91 0.080 0.050 0.087 0.000 410.00 2890.00 ~.3C3679 9DO. 950. 550. 2 0 0 0.00 3687.8] 7079.47 1490 NH CARD USED · SECNO 930. OGO ~" 13 JU~ C3 15:06:35 ~512J136,w1 110 PAGE _ 3470 ENCROACHMENT STATIONS= 12450.0 15730.0 TYPE= 1 TARGET= 3280.000 ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. +PARK ---NDM 930.00 31.69 441.29 0.00 0.00 441.73 0.45 0.69 0.05 434.40 ~ 37400. ]647. 27305. 6449. 28B8. 4439. 2683. 1990. 375. 440.50 0.54 1.26 6.15 2.40 0.050 0.045 0.040 0.000 409.60 12450.00 0.000951 800. 903. 690. 2 0 0 0.00 ]280.00 15730.00 1490 ~, CARO USED · SECNa 937.8C0 3470 ENCROACHMENT STATIONS= 12600.0 15700.0 TYPE= 1 TARGET: 3100.000 ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. +PARK ---NOM ~- 937.80 27.57 442.07 0.00 0.00 442.21 0.14 0.45 0.03 ~7~00. 9995. 13013. 14~92. 8525. ~65~. 4331. 2230. 43]. 440.70 0.62 1.17 3.56 3.32 0.063 0.045 0.040 0.000 414.50 12600.00 e 0.000379 800. 780. 780. 2 0 0 O.OO 3100.00 15700.00 C 1490 NH CARD USED · ,SECNO 950.970 3265 DIVIDED FLOW 1 PAGE 15 JUN 86 15:05:]6 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV · Q QL08 QCH QROB ALOB ACH ARO8 VOL TWA LEFT/RIGHT TIHE VLO5 VCH VROB XNL XNCH XNR HTN ELMIN SSTA SLOPE XLO~L XLCH XLO~R ZTRIAL IDC ICONT CORAR TOPHID ENDST ]470 ENCROACHMENT 5TATIONS= 118S0,0 150S0,0 TYPE= 1 TARGET= 5200,000 ADOED FROM RIVERCHASE HODELICARROLLTON LANDFILL ENCRo ADDED ---NON 950,97 ]1,97 4~2,57 0,00 0,00 442,79 0,22 0,56 O,OZ 44],00 T ~7~00, 2702, 18~06, 15892. 3667, 4541, 4~4~, 2671, S20, 442,50 0.72 9.74 ~.14 3.6S O.~7o 0.045 ~.O~O ,].00] 41C.5~ 11~50.C0 0.000471 1320. 1320. 1320. Z 0 0 0.00 264~.60 15050.00 ~ o 1 PAGE 1] JUN 86 15:05:36 THIS RUN EXECUTED 15 JUN ~6 15:05:41 hEC2 RELEASE DATED NOV 76 UPDATEO MARC 1982 ERROR CORR - 01,02,03,04,05 MODIFICATION ' 50,51,52,53-54,55 { T1 ~LM FORK EFFECTIVE F.I,S. MODEL UPDATED BY DLJ AND WLW @NATHAN D. MAIER INC, T2 OCT 1985 UPDATED 0100 BY FT, WORTH C,O,E. Q100=44~00 CFS T3 ELM FORK OF TRINITY RIVER WITHOUT FLOODWAY 4/1/80 · J1 ICHECK INQ NINV IDIR STRT METRIC HVZNS Q WSEL FQ -10. 3. O. O. O.O000OO O.OO 0.0 O. 438.350 O.COO JZ P,~OF IPLOT PRFVS XSECV XSECH FN ~LLDC lBW CHNIM ITRACE · 2.000 0.000 -1.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 C 13 J~N 86 15:05:36 PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QL08 QCH QRO8 ALO8 ACH AROB VOL TWA LEFT/RIGHT · TIME VLOB VCH VR08 XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST · PROF 2 CCHV= 0,100 CEHV= 0,]00 1490 NH CARD USED · SECNO 864.]00 NODEL DEVELOPED 8ASEO ON CURRENT FI5 MODEL OF 3186 - FILE -NON "ELHBLTR" (NATURAL RUN) AND "ELMBLFWR" (FLOODWAY RUN) -NON AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM · THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR". NDM FROM HALFF65, REVISED TO REFLECT IFC~III O'FLOW SWALE -HALFF 864.~0 28.]5 4~8.35 0.00 4:S8,:S5 438.41 0.06 0.00 0.00 436.00 44200. 1~492. 8259. 20449. 6261. ]853. 13838. O. O. 4~6.00 0.00 Z=47 2.14 1.48 0.0~6 0=050 0.041 0.000 410.00 9918.47 0,000136 Z300. 2430. 2200, 0 0 0 0.00 3949.72 13868.19 1~90 NH CARD USE3 · SEChO ~73.00g 32~5 DIVIDED FLOW 878,00 26,55 438,55 O.OO 0.00 438,62 0,07 0,20 O,O0 k4400, 18565, 9103. 16732, 7687. 4058, 9078. 685, 123. 439,00 0,17 2.42 2,24 1.84 0,037 0,050 0.040 0,000 41Z.00 1019.08 0.000177 1200. 1370. 1400. 1 0 0 0,00 3993.12 5177,46 1490 NH CARD USED · · SECNO 380.0C0 3265 DIVIDED FLOW · 13 JUN 62 15:0o:05 8512J136,W1 110 PAGE 15 W 3280 CROSS SECTION 880.00 EXTENDED 0.57 FEET FROM HALFF65. FB-C SWALE ENDS 9 N END OF F6-C LEVEE. REVISED TO · ~ REFLECT IFCDIII O'FLOW SWALE & LEVEE. NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY 680.00 26.56 439.56 0.00 0.00 438.68 0.12 0.05 0.01 419.00 ~' 4~00. 5935. 13520. 24945. 4042° 4068. 9155. 772. 141. 459.00 ~.19 1.47 5.32 2.72 0.050 0.050 0.040 0.000 41Z.00 880.00 ~.00.]38B 200. ZOO- 200. 1 0 0 0.00 414].69 5177.54 · ~ 0 PAGE 16 I ": 13 JUN 86 15:05:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV · ~: ~ QLOB QCH QROB ALO8 ACH AROB VOL TWA LEFT/RIGHT lI.~E VLOB VCH VRO~ XNL XNCN XNR WTN ELMIN 55TA SLOPE XLOBL XLCH XLOBR ITRIAL ZDC ICONT CORAR TOPWZD ENDST · · 1490 NH CARD USEO ,SECNO 895.900 5265 DIVIDED FLOW 5470 ENCROACHHENT STATZONS= 2000,0 751].0 TYPE= 1 TARGET= -2000°000 · ~ SYN. X-SEC T~KEN FROH 1"=400° TOPO AND FB-C AND ZFCOIZ PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TO~ERS IN FLOOD~AY SHO~S O'BANK CLEA~ING BOTfl SIDES. FB-C FILL U.S- OF HUTTON BR~NCM ~ AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTZVE FLOW AREAS heRE ~LOCKED OUT Ode TO THE EFFECT -ND~ OF BELTLINE ROAO AND RR USING GR CARD5 AR ELEV 450. -NDM '~' 89~.90 28.80 458.80 0.00 0.00 458.84 0.05 0.15 0.01 456.00 44400- 7111. 7850. 29459. 6~59. 4522. 16190. 1229. 215. 459.00 0.54 1.12 1.51 1.~2 0.050 0.050 0.0]6 0.000 410.00 2019.]7 ~ 0.000070 1060. 1590. 610. 2 0 0 0.00 3~57.~3 7361.78 1490 Nh CARO USED ~ ,SECNO 9C5.3C0 5265 DIVIDED FLOW · 3470 Er~CRDAC~.MENT STATZDkS= Z000-0 76~0.0 TYPE= 1 TARGET= 5650.~C ~* SYr~ X-SEC TAKE~ FRCM 1"=400' TOPO ANO FB-C AND IFCDIII PLANS hOTE "F~" '~ALU~ TO EEFLECT ENCrOaCHMENT IN FLOO['dAY ~G~S C'BA~K CLEA~'~G E.;l- SIDES. F~-C ~ILL U.S. OF HdTTON ~A~,CH AhG i~CgiZI GRAPEVI:~E L~EEK I~PROVE''EF4TS INEFFECTIVE FLOW AREAS WERE BLCCKED OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAD AN~ RR USING GR C~RDS AT ELEV 445. AND450.O -NDM J ON RIGHT SIDE THE FLCW W~S EXPANDED OUT TO THE EX. SWALE -N~M 9~.50 2a.77 ~.77 G.GO O.,~n 439.12 0.36 0.1~ a. O9 I~ jjh :~ 15=0_=35 3512j13~^1 113 P~SE 16 ~C.]. 1Z34C. 19998. 12062. 3~?5. 313e, 525~. 1634. 27~. ~26.30 u.39 3.36 0.38 2.29 O.GSO 0.050 0.059 0.000 410.00 0.000912 600. 940. 1035. 2 0 0 0.00 2075.41 ?605.09 149~ NM CARD USED ~SEC~Q 908.000 PAGE 13 JU~ 86 15:05:36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ~ QL05 ,~CH QROB ALOB ACM AROB VOt TWA LEFT/RIGHT TIM~ VLO~ VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO5L XLCM XLOBR ITRI~L IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1000.0 6635.0 TYPE--' I TARGET= 5635.000 NH CARD REVISED TO INCLUDE STCHR (4030 CHANGED TO 4190) ...... NDM 411186 INEFFECTIVE FLOW AREAS ON THE RIGHT SIDE DIS OF BELTLINE RO NDM WERE SET FROM THE 'BRIDGE TO THE EX. SWALE AT ELSV. 449. NDM FROM HALFF65, INSERTEO X] IN ROB 908.00 28.95 418.95 0.00 0.00 4~9.48 0.5] 0.]0 0.05 440.00 44400. 8544. ~0648. 5209. 2099. 4611. 2295. 1692. 284. 449.00 0.41 4.07 6.65 2.27 0.050 0.050 0.050 0.000 410.00 1015.1] 0.0C1657 25~. 270. 200. 2 0 0 0.00 181].29 6615.00 o CCHV= 0.~00 CEHV= 0.500 -SECNO 90~.0C0 3265 DIVIDED FLOW 3~01 ~V CH~NGEC uO~E TW~. FVZhS ~50.00 3~70 NORMAL BRIDGE,NRD: 44 MIN ELTRD= 439.~0 MAX ELLC= 3470 ENCROACHMENT STATIONS= 1000.0 68~1.0 TYPE= 1 TARGET= 5881.000 FROM HALFF6S. INSERTED X3 IN RO5 PIERS ADDED FOq EXISTING BRIDGES 4/~1~6 -NDH ~O~.OO 28.47 4~.47 0.00 0.00 ~40.52 2.05 0.2a 0.76 446.60 44~03. 1552. 4251Z. 337. 609. 36~2. 150. 1707. 2~5. ~.41 2.55 11.74 2.24 0.050 O.OSO 0.050 0.000 410.00 1195.00 ~.~j717 130. 100. 100. 2 0 0 -1~4.13 405.~7 C240.~0 O *SECNO 909.]C0 3~5 DIVIDED FLOW I~ J~h ~5 15:0~:05 ~512J136,~1 110 PAGE 17 3370 NORMAL BRIDGE,NRO= 44 HIM ELTRD= 439.90 MAX ELLC= 450.00 · PAGE 18 13 JUN 86 15:05:]6 · SECNO DEPTH CWSEL CRI~S WSELK EG HV HL OLOSS BANK ELEV Ji ~ QLOB ~CH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCM VROB XNL XNCH XNR WTN ELMIN SSTA SL3PE XLO~L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENDST ~- ~r 3470 ENCROACHMENT STATIONS= 1000.0 6881.0 TYPE= 1 TARGET--- 5881.000 · FROM .HALFF~S. INSERIEG X] IN ROB 909.]0 28.70 438.70 O.OO 0.00 440.70 2.00 0.17 0.02 446.60 · 44400. 1528. 42541. 331. 609. 3672. 150. 1710. 287. 446.60 · 0.41 2.51 11.59 2.21 0.080 ' 0.050 0.080 0.000 410.00 1195.00 0.005541 30. 30. 30. 2 0 0 -229.87 407.43 6240.00 (- 0 ,,SECNO 909.6C0 3265 DIVZDED FLOW · 3301 HV CHANGED MORE THAN HVINS ~ 3470 ENCROaCHmENT STATIONS= 1C00.0 6635.0 TYPE= I TARGET= 5635.000 Fr,,Ot'~ d~LFF65. INSERTE~ X] ~;, 909.60 30.17 440.17 O. O0 0.00 441.12 0.95 0.10 0.]1 442.00 '. ~ 44400. 6272. 35972. 2156. 1739. 4206. 835. 1714. Z87. 438.00 0.41 3.61 8.55 2.58 0.080 0.050 0.080 0.000 410.00 1075.98 0.002295 30° 30. 30. 3 0 0 0.00 1695.89 6630.08 tie *SECNO ~IO.~C] ~ 3265 DIVIDED FLOW -emk ]470 ENCROACHMENT STATIONS= 1000.0 6635.0 TYPE= 1 TARGET= 56]5.000 · FROM HALFF65o INSERTED X] IN ROB 910.00 30.56 440.56 O. OO 0.00 441.27 0.71 0.0~ 0.07 442.00 C 44403. 7351. 3~119. 3q50. 219]. 4116. 1750. 1721. 2~9. ~.~1 3.07 7.~7 2.25 0.0~0 0.050 O.GBO 0.000 ~10.00 1075.65 0.001818 40. 40. ~0. 2 0 0 0.00 1701.98 66]0.28 '*SECNO ~10.300 ]265 DIVIDED FLOW 15 JUN ~ 15:C5:05 ~512J136,W1 110 PAGE w 1 13 J~N 80 15:35:36 PAGE SECNQ OEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ~ CL06 QCN ~RQB ALOB ACH AROB VOL TWA LEFT/RIGHT ~ TIME VL06 VCH VROE XNL XNCH XNR WTN ELMIN SSTA ~LOPE XLOBL XLCH XLOER ITRIAL IDC ICONT CORAR TOPWID ENDST 3~70 P~ORMAL ERIOGE~NRO= 8 MIN ELTRD= 449.50 MAX ELLC: 447.00 ~ ~70 ENCROACHMENT STATIONS= 5920.0 11480.0 TYPE= 1 TARGET= 5560.000 FROM HALFF65. INSERTEO X~ IN ROB 910.30 ~0.61 440.61 0.00 0.00 4~1.32 0.72 0.05 0.00 449.50 44400. 8156. ]~01]. ~252. 2?48. 42?9, 1808. 1727. 290. 449.50 · 0.41 2.96 ?.71 1.80 0=080 0.050 0.080 0,000 410.00 5920.77 0.001466 30. 30. 30. I 0 0 0.00 1568,81 11448.0? o C *SECNO 910.500 3265 OIVIDED FLOW · 33?0 NORMAL BRIDGE,NRD= 8 MIN ELTRD= 449.50 MAX ELLC= 447.00 3470 ENCROACHMENT STATIONS= 59~0.0 11480.0 TYPE= 1 TARGET= 5560.000 ~ FROM HALFF65. INSERTED X3 IN ROB 910.j0 30.64 ,40.64 0,00 ,3,00 441.3j 0.~1 O.C5 ~.00 ~9.~0 44400. ~151. 5296~. ]281, 275~. 4285. 183~. 1731. 291. 449.50 · ' 0.42 2.96 ?.69 1.79 0.080 0.050 0.080 0.000 410.00 5920.68 0.001457 20. 20. 20. 0 0 0 0.00 1569.28 11448,20 0 ~ CCHV= 0.100 C~HV= 0.300 · SECNO 911.5C~ 3265 OIVIOEO FLOW t'~ 3470 ENCROACHMENT STATIONS= 1100.0 6895.0 TYPE: 1 TARGET= 5795.000 FROM HALFF65. INSERTED X3 IN RO~ 911.5~ ~0.97 440.97 0.00 0.00 4~1.51 0.54 0.1~ 0.02 4~0.00 ~ 44~3. 55~?. 3~247. 35~6. ~99~. 5~3- 5019. 1755, 2~5. ~0.00 0.~2 1.~9 ~.61 1.19 0.150 0.050 0.120 0.000 410.00 1100.00 0.001410 100. 1C0. 100. 2 0 0 0.00 2273.99 6819.10 '. 3 1 1~ JUN 86 15:05:36 PAGE 13 JUN ~5 15:06:05 ' 8512J136,W1 110 PAGE SECt~O DEPTH CWSEL CRIWS WSELK EG HV HL OLDSS BANK ELEV G QLOB qCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWIO ENDST 1~90 ~H CARD USED -SECNO 920.970 32~5 DIVIDED FLOW 3~70 ENCROACHMENT STATIONS= 2890.0 7080.0 TYPE= I TARGET= ½190.000 FROM HALFF65., SPLIT ~LOW END U/S FROM 920.971CARROLLTON LANDFILL EFFECTIVE AREA ADDEO AT STA 2940/LEFT OB N LOWERED TO 0.100, ---NDM .075 IN PARK, .065 IN GOLF COURSEICARROLLTON PARK TOPO ADDED ---NDM 920.9? 32.09 442.09 0.00 0.00 442.31 0.22 0.76 0.0] 434.00 44400. 1155]. 26644. 6203. 9047. 5576. 58~1. Z077. 0.50 1.28 4.78 1.06 0.081 0.050 0.088 O.OOO 410.00 2890.00 0.000554 980. 950. 550. Z 0 0 0.00 3737.80 T079.66 1490 NH CARD USED *SECNO 930.0~0 34?0 ENCROACHMENT STATIONS= 12450.0 15730.0 TYPE= I TARGET: 3280.000 ADOED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR. +PARK ---NDM 9]0.00 32.95 442.55 0.00 0.00 442.85 0.30 0.SZ 44400. 8372. 26239. 9789. 5466. 4792. 3873. 2395. 412. 440.50 0.55 1.53 5.48 2.53 0.050 0.045 0.040 0.000 409.60 12450.00 0.000681 800. 903. 690. 2 0 0 0.00 3280.00 15730.00 I~90 NH CARD *SECNO 937.800 3470 ENCROACHMENT STATIONS= 12600.0 15700.0 TYPE= I TARGET= ~100.000 ADDED FROM RIVERCHASE MOOEL/CARROLLTON LANDFILL ENCR. +PARK ---NDM 937.~C 28.60 443.10 0.00 0.00 4~3.2~ ~.13 0.3? 0.02 434.60 44~00. 1395~. 14!]25. 1~420. I077~. 3931. 5301. 2~02. ~70. ~40.70 0.53 1.29 3.57 3.2e C.O6~ 0.045 O.C~O O.O00 414.50 12000.00 0.0003~5 800. ~0. 750. 2 0 0 0.00 3100.00 157~0.00 0 1490 NH CARD USED ,SECNO 950.970 ~265 DIVIDED FLOW 1 PAGE 1] JUN 86 15:05:36 SECNO DEPTH CWSEL CRIWS WS~LK EG HV HL 0LOS5 BANK ELEV Q QLOB QCH QRGB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VL05 VCH VROB XNL XNCH XNR WTN ELMIN SSTA ' 13 JUN 8~ 15:06:05 ~512J136,W1 110 PAGE 2~ w SLOFE XLO~L XLCH XLO~R ITRIAL IOC ICONT CORAR TOPWID EN~ST 3~70 ENCROACHMENT STATIONS-.' 11850.0 15050.0 TYPE-- I TARGET'- 3200.000 ADDED FROM RIVERCHASE MODELICARRQLLTON LANDFILL ENCR. ADDED ---NDM ~i" ~50.97 32.9~ ~43.56 0.00 0.00 443.79 O. Z2 0.53 0.03 443.00 ~4~00. ~799. Z0730. 18871. 5305. 4858. 5074. 3231. 558. ~42.50 G.73 0.90 4.27 3.72 0.079 0.0~5 0.040 0.000 410.60 11850.00 ~. O.~CO~O4 1320. 1320. 1320. 2 0 0 0.00 2731.00 15050.00 0 I PAGE 2Z lJ JUN 86 15:05:30 THIS RUN EXECUTED 13 JUN 96 15:05:51 HEC2 RELEASE DATED NOV 7~ UPDATED MARC 1982 ERROR CORM - 01,O2#0~t04-05 MODIFICATION - 50,51,52/53,54/55 T1 ELM FORK EFFECTIVE F.I.S. MODEL UPDATED BY DLJ AND WLW ~NATHAN D. MAIER INC. TZ Q100=55800 CFS · T3 ELM FORK OF TRINITY RIVER WITHOUT FLOODWAY 411/86 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS q WSEL FQ -13. 7. O. O. ~.CO0000 0.00 0.0 ~. 439.650 O.O00 J2 NPROF IPLOT PRFVS XSECV XSECM FN ALLOC IBW CHNIM ITRACE 15.000 0.000 -1.000 C.O00 0.000 0.000 0.000 0.000 0.000 C.O00 1 P~GE 23 13 JUN 86 15:05:36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV J Q (;LOE QCH QROE ALOE ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROE XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOSL XLCH XLO8R ITRIAL IDC ICONT CORAR TOPWID ENDST · PROF 3 CCHV= 0,100 CEHV= 0,300 1490 NM CARD USED ,SECNO MODEL DEVELOPED BASED ON CURRENT FIS MODEL OF 3186 - FILE -NDM ( '1 JUN ~ 15:06:05 *°ELM~LTR" (NATURAL RUN) AND **ELMBLFWR" (FLOO~WAY RUN) -ND~ AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR**- NDM ~ FROM RALFF65- REVISED TO REFLECT IFCOIII O'FLOW SWALE -HALFF 864.]0 29.65 4]9.65 0,00 4]9.65 439,72 0.07 0,00 0.00 4]6.00 55800- 1~629- 9450- 27721. 7351- 4165. 17595- O. O, 436,00 · 0.00 2.54 2.27 1.58 0.0]6 0.050 0.042 0.000 410.00 9914.86 0.00~138 2300. 24]0. 2200- 0 0 0 0.00 3956.94 13871.81 · 1~g N~ CARD USED ,%ECNO ]78.0C0 0.21 O.O0 439.00 · 87~.00 27.85 439.85 O.OO O.O0 ~39,93 0.08 55503. 23313. 10579, 21908. 9J85- ~448- lZ]79, 8~7. lZS. 439.00 0.17 Z.48 Z,38 1.77 0,038 0.050 0,0~] 0.000 41Z,OO 1015.2] 3.0C015Z 1200, 1370. 1400, 1 0 0 O,OO 4165.71 51~0,9~ ( 1~90 NH CARD USED · ,5ECtoC 580.000 ]ZBO CRDSS SECTION ~0.00 EXTENDED 1.88 FEET FROM HALFF6S- FB-C SWALE ENDS ~ N END OF FB-C LEVEE- REVISED TO · REFLECT IFCO~II O'FLOW SWALE & LEVEE- NOTE "N*' VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY 880.00 27.88 439.88 0.00 0.00 439,99 0.11 0.05 0.01 439.00 ~: 55800. 9648. 14997. 31155- 5934. 4460- 12485. 960. 145. 439.00 0.19 1.63 3.36 2.50 0.050 0.050 0.04] O.O00 41Z.00 880.00 0.000363 200. 200. 200. 0 0 0 0.00 ~301.05 ~181.05 · 1490 NH CARD USED · ,SECNO ~95.900 3265 D%VIDED FLOW e PAGE 24 13 JUN 86 15:05:]6 ~ SECNO D~PTH C~SEL CRI~S ~SELK EG HV HL OLOSS BANK ELEV ~;.:~ .~L~ ~r~ ~ V~L T~ LEcT/~GHT ~ SLOPE XLO~L XLC~ XLOER ITRZAL IDC [CONT CORAR TOP~ID ~NDST 3470 ENCROACHMENT STATIONS= 2000.~ 7513.0 TYPE= 1 TARGET= -2000.000 SYN. X-SEC TAKEN FROM 1";400' TOPO AND F~-C AND IFCDII PLANS N~T~ "t;" VALUE TO R~FL~CT R~CE TRACK ~.ND TOWERS %N ~LOOD~AY SHO~S O'B~NK CLEARING BOTH SZDES~ F~-C FILL U.S. OF ~UTTON ~RANCH ~ AND IFCOII~ GRAPEVINE CREEK IMpROVERENTS ~N EFFECTIVE FLO~ AREAS ~ERE ~LOCKEO OUT DUE TO THE EFFECT -NOR OF aELTLINE ROAD AND RR USING GR CARDS AR ELEV 453- -N~M ( ~95.90 30.09 440.09 O.O0 0.00 440.14 0.05 0.15 0.01 436.00 55~00- 9543. 9122. 37135. 7~03. 4655. 19247. 1516. 221- ~3~.00 t13 .... ~6 1_, E05 i J 112j1 ~1 i t rAGe 0,33 1,22 1,9o 1,95 0,050 0.050 0,036 0,000 410,00 2011,41 0.0C0096 1060. 1590. 610. 2 0 0 O.O0 3744.86 7366.32 1490 NH CARO USED · SECNO 905.300 3265 OlVlOEO FLOW 3~70 ENCROACHMENT STATIONS= 2000.0 7650.0 TYPE= 1 TARGET= 5650.000 51N X-SEC TAKEN FROM 1"=400' TOPO AND FB-C AND IFCDIII PLANS NOTE '*N'* VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM BELTLINE ~OAD AND RR USING GR CAROS AT ELEV 445. AND4SO.O -NDM ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX, SWALE -NDM 9CS.3C ]0.08 440.08 0.00 0.00 440.42 0.34 0.20 0.09 440.00 55~00. 1619]. 21563. 18044. 4616. ]]41. 6892. 1998. 281. 426,00 0.59 3.51 6.45 2.(2 0.050 0,050 0.057 0.000 410.00 2016.41 0.0008?0 600. 940. 1035. 2 0 0 0.00 2180.01 7611.16 o 1490 NH CAROUSEO · SECNO 908.000 3265 DIVIDED FLOW ~470 ENCROACHMENT STATIONS= 1000.0 6635.0 TYPE= 1 TARGET= NH CARD REVISED TO INCLUDE STCHR (4030 CHANGED TO 4190) ...... NDM 411/86 ~NEFFECTIVE FLO~ AREAS ON THE RIGHT SIDE DIS OF BELTLINE RD NDH 1 PAGE 13 JUN ~6 15:05:3~ WERE SET FROM THE BRIDGE TO THE EX. SWALE AT ELEV. 449. NDM FROM HALFF65. INSERTED X] IN ROB 908.00 30.25 440.25 O.O0 0.00 440.76 0.51 0.28 0.05 440.00 55~. 11~:~* T598~. 10125. 273~. 507~. 3571. 2069. 292. 4~9.00 .~.,~ ~,Z7 ~.7L L-~ C.~5~ ~-~ ;,CSO 0,3:0 ~1~.~C 1C. 11.c.~ 0.001550 250, Z70. 200. 2 0 0 O.CO 1855.Z5 oo35.00 CCHV: 0,300 CEHV: 0.500 · SECNO 909.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 5570 NORMAL BRIDGE,NRD= 44 MIN ELTRO= 439.90 MAX ELLC= 450.00 ~ bS ~_ j6 1~ LOS I I IZJ1 ~ i I JAGE IZJ j j j i t i I It 3470 ENCROACHMENT STATIONS= 1000.0 6881,0 TYPE= I TARGET= 5881,000 FROM HALFF65. INSERTED X3 IN ROB ~ PIERS ADCED FOR EXISTING BRIDGES 41~1~6 -NDM 909.00 29.32 439;32 0.00 0.00 442.28 2.96 0.50 1.23 446.60 55BUO. 1842, 55560. 398. 609. 3805. 150. 2058, 294. 446.60 ~ 0.~0 5.02 14.07 2.66 0.080 0=050 0.080 0=000 410,00 1195,00 0.00~0S6 100. 100. 100, 2 0 0 -352.83 411.09 6240.00 ,5EC~O 909.300 3265 DIVIDED FLOW 3~70 ~ORMAL BRIDGE,NRD= 44 MIN ELTRD= 439.90 MAX ELLC= 450.00 3470 ENCROACHMENT STATIONS= 1000.0 68~1.0 TYPE= 1 TARGET= 5881.000 ~ FROM HALFF65. INSERTED X5 IN RO6 9C9.3C 29.71 ~39.71 0.00 O.OG 442.55 2,8~ 0.24 0.03 4~6.60 55800. 1797. 53615. 588. 609. 5888. 150. 2091. 294. 446.60 · 0,40 2,95 13.79 2.59 0.080 0.050 0.080 O.OOO 410.00 1195.00 0.007666 50, 30. 30. 2 0 0 -427.29 413.31 6240.00 0 · SECNO 909.600 ~265 OIVIDED FLOW · 1 1] JUN 86 15:05:56 PAGE SECNO DEPTH CWSEL CRIWS W3ELK EG HV HL OLOSS BANK ELEV ~ Q ~L03 :CH Q~O3 ~LOB ACH AROB VOL TWA LEFT/RIGHT TIME VLO~ VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLCH XLOBR ITRIAL ZOC ICONT CORAR TOPWID ENDST J 3470 ENCROACHMENT STATIONS= 1000,0 6635,0 TYPE= I TARGET= 5635,000 FROM HALFF65. INSERTED X3 IN ROB 909.60 ~2.48 442.48 0.00 0.00 443.27 0.79 0.10 0.62 442.00 ~- 55800. 9226. 40022. 6552. 2657. 4871. 3211. 2096. 295. 43~.00 0.40 3.4? 8.22 2.04 0,080 0.050 0.OBO 0,000 410.00 1075.74 ~.00}693 50. 3G. 30. · SECNO 910.0C0 3265 DIVIDED FLOW I I laGe 124 i i ~ I I i [ If 3470 ENCROACHMENT STATIONS= 1000.0 6635.0 TYPE= I TARGET= 5635.000 FROM HALFF65- INSERTED X3 IN ROB · 910,00 32.79 442,79 0.00 0.00 443.39 0.60 0.07 0,06 442.00 55800. 10436. 36714. 8651. 3285. 4964. 4047. 2107. 297. 438.00 0.40 3,18 7.40 2,14 0,080 0.050 0.080 0.000 410.00 1075.49 · 0.001495 40. 40. 40. 2 0 0 0.00 1731.68 6631.40 · *SECkO 910.300 }265 DIVIDED FLOW · 3370 NORMAL BRIOGE-NRO= 8 MIN ELTRD: 449.50 MAX ELLC= 447.00 3470 ENCROACHMENT STATIONS= 5920.0 11480.0 TYPE= 1 TARGET: 5560.000 FROM HALFF65. INSERIED X3 IN ROB · 910.30 32.82 442.82 O.O0 0.00 443.45 0.63 0.04 0.02 449.50 55800. 11447. 36558, 7795, 3553. 4797. 3982. 2115, 298. 449.50 0.40 3.22 7.62 1.96 0,080 0.050 0.080 0.000 410.00 5920.00 · 0.001319 30. 30. 30. 2 0 0 0.00 1602.25 11459.10 o C ,SECNO 910,500 I PAGE 27 13 JUN 86 15:05:36 · OLOSS BANK ELEV SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFTIRZGHT 0 TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWIO ENCST 3265 DIVIDED FLOW ~7C; ~:~L E~T~,N~')= ? u~.; FL.T~?= 44a.5C mAX ELLC= 4~7.00 '~ 3470 ENCROACHMENT STATIONS= 5920.0 11480.0 TYPE= 1 TARGET= 5560.000 ~ FROM HALFF65. INSERTED X] IN ROB 910.50 32.85 442.85 0.00 0.00 ~4~.48 0.63 0.03 0.00 449.50 55800. 11458- 36498. 7844. 3564. 4803- 4010. 2121- 299. 449.50 ( 0.41 3,22 7,60 1.96 0,080 0,050 0,080 0,000 410,00 5920,00 0.00!~t9 20. 20, 20. 0 0 0 0.00 1602.67 11459.24 0 CCHV= 0.100 CEMV= 0.300 *sFC~O 911.500 ( 3265 DIVIDEO FLOW ~."! 13 JUN 86 15:06:05 ' 3~70 ENCROACHMENT STATIONS= 1100.0 6895.0 TYPE= 1 TARGET= 5795.000 FROM HALFF65, INSERTED X3 IN ROB 911.50 3],12 44].12 0.00 0,00 44].62 0,50 0,12 0.01 440.00 55800, 7989. 40365- 7447, 5427, 6106, 5700- 2155, 303, 440,00 0.~1 1.47 6,61 1.31 0.150 0,050 0.120 0,000 410,00 1100,00 0.001178 100, 100. 100. 2 O O 0.00 2275.48 6819.31 1~0 NH CARD USED .3LCf;O 920.970 5265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2890.0 7080.0 TYPE= I TARGET= 4190.000 FROM HALFFOS.* SPLIT FLOW END U/S FROM 920.97/CARROLLTON LANDFILL EFFECTIVE AREA AOOED AT STA 29401LEFT OBN LOWERED TO 0.100, ---NDM .075 ~N PARK, .065 IN GOLF COURSEICARROLLTON PARK TOPO ADDED ---NDM 9?0.97 34.08 444.05 0.00 0.00 444.25 0.17 0.60 0.03 434.00 55800. 17881. 2768Z. 10237. 13185. 6163. 8573- 2568. 358. 458.00 0.50 1.36 4,49 1,19 0,082 0,050 0,088 0,000 410,00 2890.00 0.000428 980, 950. 550. 2 0 0 0.00 3739.81 7079.94 0 PAGE 1 13 JUN 86 15:05:36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA LEFT/RIGHT TIME VLO~ VClt VRO~ XNL INCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED ,SECNO 9]0.000 3470 ENCROACHMENT STATIONS: 12450,0 157S0.0 TYPE= 1 TARGET= 3280,000 ADDED FRO~ RIVERC,ASE MODEL/CARROLLTON LANDFILL ENCR. +PARK ---NOM 55~00. 1~001. 2516~- 1~575. 9297. ~317. 5~1. 3020- ~0. 0.57 1.73 ~.73 E.5S 0.050 0.0~5 0.040 0.003 40~.~0 12450.00 0,0004~3 800. 905. 690, 2 0 0 0.00 3280.00 15730.00 0 1490 NH CARD USED · SECNO 937,E00 3470 ENCROACPMENT STATIONS= 12600,~ 15750.0 TYP~= 1 TARGET= ~100.000 ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR. +pARK ---NDM 957.80 ]0.28 44~.78 0.00 0.00 444.90 0.12 0.28 0.01 U~00. 200~0. 154~2. 1966~. 14412. 4375. 6083, ]~]5. ~7~, 440,70 0.65 1.44 3.55 3.2] 0.063 0.0~5 0.0~0 0.000 414.50 12600.00 0.00029] 800. 780. 780. I 0 0 0,00 3100.00 1570U.00 0 'Z jdh :~ 15:]D:']5 -312J13o',1 113 H~E ]260 CROSS SECTION 950,97 EXTENDED 1,08 FEET -) 3470 ~NCROAC~MENT STATIONS= 11~50,0 15050,0 TYPE= I T~RGET: ~2~0.0~0 ~ ~DG~; F~GM RiV~C~SE M]DFLIC~RmOLLTON LANDFILL ENCR. ADDED -o-NDM . t~:,y7 ~,~: ..~S.~ ~,~0 3,:C ~S.~ 0.20 C.~5 0.92 ~;~.00 55800, a918, 23310, 23566, 8193, 5376, 0977, ~124, ~30, ~k2,SO j 0,76 1,09 ~,34 3,3a 0,079 0,0~5 0,0~0 O,O00 410,60 11850,00 ~,000~19 1320, 1]20, 1320, 2 0 0 0,00 69Z4,4Z 19000,00 P~GE 2Q 13 JJN 86 15:05:36 THIS RUN EXECUTED 13 JUN 86 15:05:5~ wEC2 RELE:S~ DATED NOV 70 ~PDATED M~C 1962 ERROR CORR - 01,02,03,04,05 MODZFZCATIDN - 50,51,52,53,54,55 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK OF TRINITY RIVE SUMMARY PRINTOUT TABLE 150 · SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10K,S VCH AREA - · 864.]00 0.00 0.00 O.OO 410.00 37400.00 437.49 0.00 ~37.55 1.35 Z.06 20556.70 ~Z195.99 ~64.300 0.00 0.00 0.00 410.00 44200.00 438.35 0.00 438.~1 1.]6 2.14 Z3951.41 37~5Z.55 864o300 0.00 0.00 0.~ 410.00 55800.00 439.65 0.00 ~39.72 1.38 2.27 29~90.74 47550.04 ) BT~.O00 1~70.00 0.00 C.O0 4t2.00 37~00.00 437.65 0.00 437.75 1.67 2.1~ 17~82.D2 878.000 1~70.00 0.00 O.O0 412.00 k4400.00 438.55 0.00 438.62 1.77 2.24 20822.98 33393.5~ · 878.000 1370.00 0.00 0.00 412.00 55800.00 439.85 0.00 439.93 1.82 2.38 26211.09 41597.99 880.000 ZOO.CO C.O0 0.00 ~12.00 37430.00 437.68 0.00 437.82 3.88 3.29 1~792.19 I 880.000 ZOO.CO 0.00 0.00 ~12.00 44~00.00 ~38.56 0.00 ~38.68 3.88 ].32 17265.08 22~0.~3 880°000 200.C0 0.00 0.00 412.00 55800.00 4~9.88 0.00 439.99 ~.o3 3.~6 22878.71 · 895.900 1590.00 O.O0 0.00 410.00 37400.00 437.93 0.00 4~7.97 0.85 1.70 23862.74 40606.09 895.900 1590.00 0.00 0.00 410.00 44400.00 4~8.80 0.00 438.84 0.90 1.81 26871.80 46773.7] · j~ 1~._,t05 I ~ 12J1 }1 } I pGE 1~7 I I I I I I ~9S.900 1590.00 C.O0 C.O0 ~10.00 55~00.C0 450.09 0,00 440,14 0.96 1.96 31705.16 5739~.78 ~0~.300 940.00 C.OO 0.00 410.00 3?400.00 437.~9 O.O0 438.25 9.25 6.26 10315.39 12300.30 905.]00 940.00 0.00 0.00 410.00 44400=00 ~38=77 0.00 439=12 9.12 6.38 12069.49 14~99.14 905.300 940.00 0=00 0.00 410=00 55800.00 440.08 0.00 440.42 8.70 6.45 14850.05 18916.14 908.000 2?0.00 C.O0 0.00 410.00 37400.00 4]8.07 0.00 438.62 16.83 6.53 7424.17 9117.09 908.000 270.00 0.00 0.00 410.00 44400.00 438.95 0.00 439.48 16.57 6.65 9004.45 10907.08 90~.000 270.00 C.O0 0.00 410.00 55800.00 440.25 0.00 440.76 15.50 6.70 11383.]5 141T2,98 ~G~.O00 100.00 439.90 450.00 410.00 37400.00 437.86 0.00 439.34 42.84 10.04 ~226.21 5714.41 ~09.000 100.00 439.90 450=00 410.00 4~400.00 438.4F 0.00 440.52 57.17 11.74 4381.56 5J72.41 ~09.000 100.00 439.90 450.00 410.00 55800.00 439.32 O.OO 442.28 80.56 14.0T 4564.53 6216.97 ~09.300 30.00 439.90 450.00 410.00 37400.00 437.99 42~.6] 439.43 41.77 9.94 0278.60 57~6.61 969.300 30.C0 439.g0 450.00 410.00 44400.00 438.70 0.00 440.70 55.41 11.59 4430.74 5954.56 90~.300 SO.O0 439.90 450.00 410.00 55800.00 4~9.71 0.00 442.55 76.66 13.79 4646.67 6373.13 PAGE ~0 JUN 86 15:05:36 5ECNO XLCH ELTRD ELLC ELMZN Q C~SEL CRZMS EG IOK,S VCH AREA ,01K 909,600 30,00 G,O0 0,00 410,00 37400,00 4]8,77 0,00 439,68 21,09 8,22 5787.50 81&4,68 909,600 ]0,00 0,00 Q.O0 410,00 44400,00 440.17 0,00 441,12 22.95 8,55 6779,27 9268,17 909.600 30.00 0.00 0.00 410.00 55800.00 442.48 0.00 443.27 18.9] 8.22 10738.~7 12825.88 910.000 40.00 G.O0 0.00 410.00 37400.00 439.07 0,00 439.81 18.12 7.61 6775.24 8786.22 910.000 40.00 0.00 0.00 410.00 44400.00 440.56 0.00 441.27 18.18 7.67 8458.36 10412.69 910.000 GO.CO G.O0 0.00 410.00 55800.00 442.79 0.00 443.39 14.95 7.40 12295.55 14431.19 910.300 30.C0 449.50 447.00 410.00 37400,00 439.15 0.00 439,87 14.?0 7.50 7165.59 9756a06 91~].300 30.00 ~09.50 4~7.00 410.00 4~400.03 ~O.bl 0.00 441.32 14.66 7.71 8835.42 115~4.76 910.300 30.C0 449.50 447.00 410.00 5~600.00 442.82 0.00 443.45 13.19 7.62 12~31.~ 15]~2.85 910.500 20.00 449.50 447.00 410.00 37400.00 439.19 0.00 439.90 14.58 7.48 7192.87 9?93.67 910.500 20.00 449.50 447.00 410.00 44400.00 440.64 0.00 441.35 14.57 7.69 8875.47 11631.88 910.500 20.00 &49.50 447,00 410.00 55800.00 4~2.85 0.00 4~3.48 13.10 7.60 12376.95 15417.59 911.500 100.03 C.O0 O.CO 410.00 37400.00 439.50 0,G3 440.05 15.47 6.52 947~.5~ 911.500 lO0.CO 0.00 C.60 410.00 45400.00 G~0.97 0.00 441.51 1~.10 ~.61 12348.76 11~22.o; 913.500 100.00 0.00 0.00 410.00 55800.00 443.12 0.00 443.62 11.78 6.61 17233.19 1~257.59 920.970 950.00 C.O0 0.00 410.00 37400.00 440.72 0.00 441.00 6.79 5.03 15376.73 14349.]3 920.970 950.00 0.00 0.00 410,00 44400.00 442.09 0.00 442.31 5.54 4.78 2048].9S 18~71.59 920.970 950.C0 C.O0 G.OO 410.00 55~50,00 404.08 0.00 444.25 4.28 4.49 27920.97 26~70.39 ~30.000 90S.00 0.00 0.00 409.60 37400.00 441.29 0,00 441.73 9.51 6.1~ 10009.53 12126.26 930.000 903.00 0.00 0.00 409.00 40400.00 4~2.55 0.00 442.85 6.81 5.4~ 14130.53 1731~.~8 ;3;3.000 903.00 C.00 0.00 409.60 55800.00 444.42 0.00 444.61 4.43 4.73 20254.34 26517.81 937.800 780.00 C.O0 0.00 414.50 37400.00 442.07 0.00 442.21 3.79 3.56 16511.16 19216.98 t~ 13 ju~ ~ ls=c~=05 ' ~2jl~o--J a i ~GE ~2~ ~ ~ ~ ~ ~ ~ 937,800 7dO,O0 C.O0 0.00 414.50 44400,00 443.10 0.00 ~3,2~ 3,45 3.57 19710,62 23592.53 937,~00 780.00 0,00 0.00 G14.50 55800-00 444,7~ 0.00 4~4.90 2.93 3.5~ 24~70,44 ~260~,07 ~ 953,970 1320.00 0.00 O-GO 410,60 37400-00 442,57 0.00 442,79 4.71 4.14 12556,67 17229,88 950.970 1320,00 0.~0 0,00 410,60 44400,~0 443.56 0,00 443.79 4.64 4.27 15238.28 20614.60 950,970 1320.00 G,O0 0.00 410.60 55800.00 4~5,18 0.00 445,3~ 4,19 4,34 20546.37 27270.07 1 P~GE 31 13 JU~ 86 15:05:36 ELM FORK OF TRINITY RIVE S~MMA~Y PRINTOUT TABLE 150 ~ x~c. SECNO Q CWSEL DIFWSP OIFWSX OIPKWS TOPWIO { 864°300 37400,00 437,49 0.00 0,00 0,00 3944,94 0,00 864,300 4~200,00 438,35 0,86 O,O0 0,00 ~949,72 0,00 864o300 55800,00 439.65 1,30 0,00 0,00 3956,94 0,00 · 1370,00 878.000 37400.00 437.68 0.00 0.19 O.O0 3713.86 878.000 44400,00 438,55 0.87 0.20 0,00 ]99~,12 1370.00 .: 878,00~ 55800,00 439,85 1,31 0.20 0,00 ~165,71 1370,00 880,000 37400,00 437,68 0,00 0,01 0.00 3655,97 200,00 · 880,000 44400,00 438,56 0.88 0,02 O,OO 4143,69 200,00 880,000 55800,00 439,88 1,~2 0.0~ 0,00 4~01,05 200,00 ~ 895.900 37400.00 437,93 0.00 0.25 0.00 3031.57 1590,00 895.900 44400,G0 438,80 0.~6 0.~3 0.00 36~7.83 1590.00 ~95.900 55800,00 440.09 1.30 0.21 0.03 3744.86 1590.00 905,300 37400,00 437.~9 0,00 -0.04 0.00 1855.28 940,00 905.300 44400,00 438,77 0.88 -0.03 0,00 . 2076.41 940,00 905,300 55800,00 440,08 1,32 -0,01 0.00 2180,01 9~0,00 9~.gC~ ~74~.Cg -~.~7 0.~ 0.1~ O,O~ 1801.49 270,00 908.000 55800.00 ~C.25 1.30 0.15 0.G0 1853.25 270.00 ~1~ 909,000 37400.00 437.86 O,OO -0,21 0.~0 398.6~ 100,00 909.000 ~4400,00 438,47 0.61 -0,48 O.CO 406.07 100,00 909,000 55800,00 439.32 0.86 -0,9~ 0,00 411,09 100.00 (' 30.00 · ~;~o.300 37400,00 4]7.99 0.00 0,13 0.00 402,94 gOg,500 44~00.C0 438.70 0.71 O.Z5 a. CO ~07,~ ~0.0~ ~: 90~.300 55800.00 4~g.71 1.01 C,39 O.Og 41~.31 ~0.00 g0~,600 37400.00 438.77 0,~0 C.7g O.CO 568,52 30.00 $ 909,600 44400.00 440,17 1,39 1,~ 0.00 1696.89 ~0.00 909.600 5~8~0.00 442.48 2,31 2.7? 0.00 1730,5T ~0.00 J.J~ DD 15:06:05 8512J136*Wl 110 PAGE 29 910.000 37400,00 439,07 0,00 0=30 0,O0 771,04 40,00 910.000 44400,00 440,56 1,49 0,39 0,00 1701,98 40,00 910.000 55800.00 442,79 2,23 0,32 0.00 1731.o8 40,00 g10.300 37400.00 439,15 0,00 0,08 0.00 831.40 30.00 910.300 44400,00 440.61 1,45 0,05 0,00 1568.81 50.00 ~1.].300 55800.00 442.82 2.21 0.0] 0.00 1602.25 30.00 '>10.500 ~7400.G0 ~39.19 0.00 0.04 0.00 831.87 20,00 ~10.500 ~4400,00 440,~4 1,45 0,04 0,00 1569,28 20.00 910,500 55800.00 ~42.85 2,21 0,0] 0,00 1602,67 20,00 PAGE 1~ JUN ~6 1~:05:36 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 911,500 57400,~0 439,50 0,00 0,31 0,00 1346,46 100.00 911.500 44400.00 440.97 1.47 0.35 0.00 2273.99 100.00 911.500 55800.00 44~.12 2.15 0.27 0.00 2275.48 100.00 920,970 37400,00 440,72 O,00 1,21 0,00 ]68?,83 950,00 920.970 44400,00 442,09 1,37 1,12 0,00 ]757,80 950.00 920.970 55800,00 444.08 1.99 0.96 0.00 3739,81 950.00 930,000 37400,00 441,29 O,00 0,5? 0,O0 3280,00 903.00 930,000 44400,00 442,55 1,26 0,4~ 0,00 ]280,00 90],00 930,000 55800,00 444,42 1,~7 0,34 0,00 3280,00 903,00 937,800 37400,00 4~2,07 0,00 0,78 0,00 3100,00 7~0,00 937,800 44400,00 443,10 1,03 0,56 0,00 ]100,00 780,00 9]7.800 55800,00 444.78 1.67 0.]6 0.00 3100.00 7~0=00 950.970 37400,00 442,57 0,00 0,50 O,O0 2649,60 1320,00 950,970 4~400,00 443,56 0,99 0,46 0,00 2731,00 1320,00 950,970 55800,00 445,18 1,62 0=40 0=C0 6924.42 1320.00 PAGE 13 JUN 8~ 15:05:36 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 909,300 PROFILE= 1 WSEL ASSUMED BASED ON MIN DIFF CAUTION SECNO= 909.]00 pRCFZLE= I 20 TRIAL5 ATTEMPTED TO BALANCE WSEL PASS 13 JUN 86 15:05:58 ~ 13 J~N 55 15:C5:05 &512J136,w1 110 PAGE 30 { THIS RUN EXECUTED 1] JUN 86 15:05:58 H~C2 RELEASE DATED NOV 7~ UPDATED MARC 19~2 Eq~C~ CORR ' 01,02,03,04,05 mO~IEICATION - 50,51,52,53,54,55 T~ f, I I I I I I i ~ J I IpA~ I I I ~ I I I I I e 1~ JUN ~5 10:45:46 .~512J136,'-'1 Ou E 1 * ~ATE~ SURFACE PROFILES * * b.S. ARMY CORPS OF EkGINEERS * V~RSICN OF NOVEMBER 1976 · ' * THE HYDROLOGIC ENGINEERING CENTER , UFaATED MARCH 19S2 PLOTFILE VERSZSN , ALT-Y/=I 300'/260'/200' BRIDGES * 609 SECOND STREET, SUITE 0 , , " DAVIS, CALIFORNIA 95616 * RUN DATE 14 JUN 83 TIME 10:46:18 * * C91~) 440-2105 (FTS) 448-2105 ,**wwt****~**w***wwwwe,w,w***www,~W,w,W**w,w*****w**k~ ***,t**tWWt**WW*******WW,W***WW,e,Wt,, X X XXXXXXX XXXXX XXXXX r X X X X X X X ~1m X X X X X XXXXXXX XXXX X XXXXX XXXXX ~ X X X X X · X X X X X X X X XXXXXXX XXXXX XXXXXXX 14 JUN 86 10:46:19 P~GE 1 4~ THIS RUN EXECUTED 14 JUN 86 10:46:19 · HEC2 RELEASE DATED NOV 7~ UPDATED ~RC 19~2 ERROR CORR - 01,02,03,04,05 MODIFICATION - 50,51,52,53,5~,j5 C '. 11 ELM FORK MODEL WITH PROP. BRIDGES 500',2~0',200' 8 BELT LINE RD. T2 UPD~IEB BY DLJ ~N~ WLW 3/~6 FOR ~ELTL[NE ~O&O "EL~PROSR'' ;/2/S6 NO FLDwY T3 ELM ~ORK TPIklTT RIVE~ ~IT~ LEV~/FILL PROJECTS Ex. ~10~=4~G0 CFS J1 IChiC~ IN~ ~I~;V IDIR STRT MET~IC HVINS Q WSEL ~ -1. ~, 0. O. 0.000000 0.00 0.0 O. 437,490 0,000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1.000 0.O,]0 -1 .COG 0,000 O.000 C.OO0 0.O00 0,030 0.000 0.0OO ~ J5 VARIABLE CODES FOR SUMMARY PRINTOUT I ~ 0.000 0.00C 0.000 0.0 O0 0. 000 G. 0 O0 0. O00 0. 000 O. OO0 C. 0 O0 ~T 7.000 16500.00'3 30230.000 ~7430.030 37400.C00 59500.000 55~00.C00 44~00.000 0.000 O.CCO ~,C 0.075 0.070 0.045 0.100 0.300 0.000 0.000 O.CO0 0.030 O-CO0 ~ 8.000 0.950 9933.000 0.035 10355.C00 0.050 10790.000 OalO0 10740.000 0.050 ~ ~ N~ 109~C.000 0.100 11C~O.CO0 0.050 13474.000 0.035 138~0.000 0.000 '0.000 O.CO0 MODEL DEVELOPED BASED ON CURRENT FIS MODEL OF 3185 - FILE -NDM "ELMBLTR" (NATURAL RUN) AND "ELMBLFWR" (FLOODWAY RUN) -NOM ~ AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NON THE ACTUAL LIMERICK T~ACT FILL IN FILE" ELMFISXR". NDM FROM HALFF65, ~EVISE3 TC REFLECT IFCOIII O'FLOW SW~LE -HALFF ' ~1 ~s4.300 33.0C0 107~G.C00 199~0.030 2300.000 2200,000 2430.000 0.000 O.OOO O.CO0 G~ 445.000 0900.000 ~.GO0 ~9Z5.000 435.800 ~9~3.006 423.450 10020,000 4~3.450 10320.000 GR 4J5.000 10j55.000 435.000 10356.000 4]5.000 10357.000 435,000 10500.000 436,000 10550,000 ~ ~ GR 4~6.800 10700.000 4~6.000 10740.000 4~4.000 10760.000 4S2.200 10790.000 42~.200 10820,000 GR 411.000 1C~40.000 410.000 10900.030 4Z1.000 10920.000 4~.000 10970.000 436.000 109~0.C00 G~ ~3~.5S0 110o0.000 ~O.O00 11300.000 43~.700 11400.000 435.000 11700.000 434,000 12200.C00 GR 454.000 13474.000 4~5.500 13508.000 424.100 13O49.000 424.100 13661,009 425.500 15~01.000 Ga 450.400 13~21,000 431.800 1~850.000 440.200 13890.000 0.000 0.000 0.000 O.CO0 ~ NH 8.000 0.0]5 13~5,000 O.OSO 2260,000 0.100 2325.000 0.050 2625.000 0.100 kH 2900.000 0.050 3CO0.GOC 0.0~0 4762.000 0.055 51~9.000 0.000 0.000 0.000 CT 7.000 16~00.000 30200.000 37400.000 ]7400.000 59500.000 55800.000 44400.000 0.000 0.000 t xl 878.000 37.000 2325.000 2625.000 1200,000 1400.000 1370.000 0.000 0.000 0.000 GR 445,000 1000.000 424.000 1052.000 424.000 1362.000 431.500 1385,000 431.500 1~85.000 GR 4~4.000 1565,000 4J4.000 1555.000 4]4.000 1565.000 436.000 1650,000 436.000 2125,C00 GR 438,000 22~0.000 439.C00. 2~25.000 430,000 23~0.000 412.000 2390.000 412.000 2450.000 GR 421.000 2470.000 430.000 2540.000 4]2.000 2555.000 434.000 2575.000 4]6.000 2590.000 GR 438,000 2610.000 439.000 2625.000 438.000 2900.000 4~7.400 ]000.000 4~6.500 ]500.000 ~ GR 436.000 3650.000 436.000 4000.000 4]5.600 4200,000 436.000 4500.000 4]6.000 4762.000 1 14 JUN 86 10:46:1g !~ PAGE GR 425.700 4~03.000 424.300 4944.000 424.300 4956.000 4~5.700 5109.000 433.800 514~.000 ,[ GR 43~.000 ~16~.000 4~6.o00 5199.000 O.OOO 0.000 O.O00 O.CO0 O.OOO O.O00 NH 8,000 0.050 1320.000 0.050 2260.000 0.100 2325.000 0.050 2625.000 0.100 i NH 2900.000 0.050 3000.000 0.080 4762.000 0.0]5 5199.000 0.000 0.000 0.000 FROM HALFF65. FB-C SWALE ENDS ~ ~ END OF FB-C LEVEE. REVISED TO REFLECT IFCDIII O'FLCh SWALE & LEVEE. :~ NOTE "N" V~LbE TO REFLECT RACE TRACK ~0 TOWERS IN FLOODW~Y xl 8~0.000 32,000 2325,000 2~25.000 200,030 200,000 200.000 0.000 0.000 O.COC G~ 4~8.000 SSO.OOO 43~.000 lO.~O.OOO 426.500 12~0,000 436.000 1320.000 436.000 2125.000 ~ GR 438.000 2260,000 439.000 2325.000 430.000 2350,000 412.000 2~90.000 412.000 2450.000 GR 421.000 2470.000 430.000 2540.000 432.000 2555.000 434.000 2~75.800 436,000 2590.000 GR 438,000 2o10.000 439.000 2625.000 438.000 2900.000 437,400 3000.000 436.500 3500.000 ~: GR 436.000 3650.000 436.000 4000,000 4~5.600 4200.000 436.000 4500.000 4]6.000 4762,000 GR 425.700 4~03.000 4Z4.300 ~944.000 424.300 495o.000 425.700 5109.000 433.800 5145,C00 GR ~]5.00~ 516].900 4~6.60G ~199.000 0.000 0.000 C.090 0.000 OaO00 0.000 NH 7.000 0.050 4670.000 0,100 4740.000 0.050 49~7.000 0.100 5042,000 0.060 ~ kH 57~2.000 0.050 oC71.000 0.0~5 7513.000 0.000 0.000 0.000 0.000 0.000 SYN. X-SEC TAKEN FROM 1"=400' TOPO AND FB-C AND IFCOII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY ~: tl, 1~6 p:46 I I F12j 1.1 p I IPAG IS I I I I I SHO~S O'BANK CLEA~iNG BOTH SIDES, FO-C FILL U.S. OF HUTTON BRANCH AND IPCDI!I GRAPEVINE CREEK IMP?OVEMENTS ~ IN EFFECTIVE FLO~ ~EAS WERE 5LOCKED OUT DUE TO THE EFFECT -NDM t OF BELTLINE RDA9 AND RR USING GR CARDS AR ELEV 450. -NDM Xl 8~.900 62.000 47~0.00~ ~9~7.000 1060.000 610.000 15~0.000 0.000 0.000 O.CO0 x5 0.050 O.OOO 0.000 205~.000 O.O00 0.000 0.000 0.000 0.000 O.CO0 ¢ x, 1.000 ~50.00~ 4429.900 0.090 O. CO0 0.000 0.000 0.000 0.000 O.CO0 G~ ~2.300 1000.000 442.300 1995.000 438.200 2023.000 438.000 2050.000 436.000 2100.000 G~ 4S~.OjO 2115.000 ~J2.0OO 21~0.000 4~2.000 2150.000 4]0.000 2170.C00 428.000 2185.C00 ! G~ ~27.00G 2210.000 425.C00 22]3.050 ~0.000 22~5.000 4]2.090 2250.030 4]4.050 2270.C50 ~:~ ~4.090 2~03.J30 436.000 2516.030 ~O.CO0 2776.000 4]6.200 2B20.000 450.C00 2820.C00 ,;~ ~38.050 4430.000 438.C00 ~670.030 43o.000 4740.000 4~.000 4765.000 432.000 4780.600 ~ G~ 43C.000 4790.000 428.030 4~00.0.30 ~10.000 ~575.000 410.000 4905.030 428.000 ~980.C00 G~ 4J0.090 4990.000 438.000 ~g97.G~0 4~9.000 50~2.000 4j7.830 5255.000 4~8.000 5230.C00 Cq 436.0}0 5286.000 430.000 52~2.003 4~o.000 5311.000 436.090 ~317.000 438.000 5345.C00 GR 4~B.030 535~.300 4JB.OCO 53~6.000 4~6.C00 5400.000 4]~.G00 54~7.000 439.100 5509.C00 GR 458.000 5564.000 436.000 55~4.000 43~.000 5603.000 435.]00 5696.000 435.500 5782.C00 G~ ~55.200 6071.000 425.900 613~.0~0 &24.500 6250.000 424.500 6252.000 426.000 6402.000 ~ G~ 42~.0JS 6580.000 429.C00 72~5.050 4~0.C00 7304.000 4~5.000 7322.C00 4]6.000 7352.000 ~ ~.C]Z 7773.330 4,2.100 7513.03~ G.Cj~ 0,000 O.OuO O.OJO 0.000 O,GO0 e NH 5.000 0.050 4895.000 0.100 49~.000 0.050 5110.000 0.100 5200.000 0.050 NH 7712.000 0,000 O,CO0 0,030 0.000 0,000 0.000 0.000 0,000 0,000 SYN X-SEC TAKEN FROH 1"=400' TOPC AND FB-C AND IFCDIII PLANS : NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIOES~ FO-C FILL U,5, OF HUTTON ~RANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENT5 ~ INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM I 14 JUN 86 10:46:1~ PAGE BELTLINE ~OAC ANO RR USING GR C~9S AT ELEV ~5. AN~450.O -NDM ~ CN RI&.T SIDE THE FLC. WAS EX~NDE0 C~JT TO THE EX. SWALE -NDM Xl 905.300 61.300 4953.090 5110.0.30 600.000 1035.000 940.000 0.000 0.000 O.CO0 x3 0.000 O,OOC 0.000 2000.000 O.OOO 73~0,000 0,000 0.000 0.000 O.CO0 X~ 1,000 436,400 2418.C00 0,000 O.O00 0,000 O,O00 O.OOO 0,000 0,000 GR 4~2.800 1500.000 442.~00 2000.090 45~.500 202~.000 43~.0~0 2100.000 ~34.000 2120.000 GR ~2.0,30 2225,303 43C.CJO 2233.0~3 42e.C00 2255.000 ~ZD.OOO 2278.030 ~2~.000 22~0.C00 GR ~5O.OOC 2305.000 ~32.C00 231~.030 ~32.000 23~5.000 q~4.050 2356.C00 4)5.000 23~2.C00 GR ~30.030 24~3.00j 430.C~C 2~J6.005 436.C0~ 2610.000 450.000 2610.000 450.000 ~3~0.G00 GR 450.00C 4770.000 4~0.C00 4770.0D0 438.400 4510.000 438.400 4~95.000 440.000 4914.000 ~ GR 440.000 4~53.000 430.000 4053.0.30 428.000 4971.000 410.000 ~050.000 410.000 5078.G00 GR 414.000 5085.000 416.000 5089.000 418.000 5093.000 420.000 5096.000 422.000 5102.000 GR 424.000 5105.000 426.000 5110.030 42~.090 5158.000 430.000 5200.00C 432.G00 ~240.C00 ~-- GR 4~4.000 5265.009 43~.C00 52~6.000 438.000 5200.000 4~.000 5~O0.CO0 438.000 5385.CD0 G~ ~5.030 S}85.jCO 4iS.CO0 5855.030 ~45.000 0103.000 4~5.000 ~203.000 44~.300 5223.C00 GR 4~4.390 6525.300 4~.COr -~'~2~.0~0 ~5C.CO~ 702,.00~ 4~5.~'30 ~OZ5.COC 435.~J~ ~ bR ~>~.OjO 71~5.j00 ~j4.090 7235.0J0 434.200 7350.000 435.500 7590.000 442.000 7620,C00 G~ ~42,800 7712,000 O.OOO 0.000 0.000 O.COC 0,000 O,COO D.000 O,O00 J NH 5.000 0.050 1450.000 0.050 3830.009 0.050 4190.000 0.050 4250.000 0.050 NH 66~5.000 0.000 0.000 0.030 0.000 0.000 C.CO0 O.GO0 0.030 O.CO0 NH CARO REVISED TC ZkCLUOE STCHR (4030 CHANGED TC ~190) ...... NOM 4/1/~0 INEFFECTIVE FLOW AREAS ON THE RIGHT SIDE 0/S OF BELTLIkE RD N0M WERE SET FROM THE BRIDGE TO THE EX, SWALE AT ELEV, 44~, NDM ~ Xl ~08.000 40.000 3630.000 4190.000 250.000 200.000 270.000 O.CO0 0.000 O.CO0 X3 G.OOC 0.000 0,000 1115,000 0,000 6320,000 O,OOO O,CO0 0,000 O,GO0 x4 1.000 449,500 3600,000 0,000 0,000 0,000 O,OOO 0,000 0,000 O,CO0 ~ GR 445.000 1000.000 45~.C00 1100.000 436.000 1130.000 434.000 1150.000 432.000 1220.C00 G~ 4~C.OOO 1250.000 ~2~.C00 1270.03~ 428.000 12~0.000 430.000 1~05.000 412.000 1125.C00 ~ ~34.000 1365.000 434.000 13~5.000 435.130 1450.000 4~o.500 1451.000 449.5~0 1500aGO0 ~ ¢~ 440.000 3~05,000 440,000 3~30,000 430,000 3340,000 410.000 ~900,000 410,000 3928,C00 G~ ~16.000 3~S0.000 430.C00 ~030.000 434.000 4050.000 436.000 4100.C30 438.000 ~170.000 GR ~4C.000 4190.000 ~49=000 ~190.000 449.500 4250.000 449=500 6084.C00 435.500 6085.C00 ~ GR 455.500 6103.000 ~35.500 6101.000 436.000 6165.000 432.C00 ~200.000 4]2.000 6210.000 G~ 4Jb. OCO 6220.000 436.C00 C3~Oa00O. 437.000 03~1.000 457.000 6~50.C00 ~50.OJO o8~1.C00 !' NC 0,0~0 O.O~O 0.050 0.300 0.500 0,000 0,000 O,CO0 0,000 O,GO0 DIS SIDE PROP. ~ELTLINE ROAD ~RIDGES xl 938.~90 ~O.OOO 3790.000 4050.000 59a000 69.000 69.000 O.CO0 O.GOD O.OOd :~ X~ 0,000 0.000 0,000 1000,000 0,030 68~1,000 0,000 O,CO0 O,OOO O.CO0 ..; ,,0.~3~ 1COO,OCG 4~o,030 1119,000 445,000 1120,000 4J7,000 1129,000 434,300 1218,500 GR 434.300 1221,000 434.000 1230.000 434.000 1230.000 434.000 lZ30.000 4]2.000 1245.000 ~ GR 430.000 1255.000 430.000 1285.000 432.000 1290.000 434.000 1100.000 434.500 1119.000 GR 434.600 1321.500 437.000 1411.000 43?.000 1411.000 443.000 1420.000 443.000 1420.000 GR 446.000 1421.000 446.000 3780.000 446.C00 3790.000 443.0~0 3790.000 440.000 ~815.C00 GR 430.000 3840.000 41~.700 3874.G~0 417.800 ]876.500 410.000 ]900.000 410.000 3950.600 GR 415.600 3964.000 416.600 396~.500 430.000 4000.000 434.000 4020.000 440.000 4040.000 GR 443=000 4050°000 446.000 4050.000 446.000 4080.000 446.000 4085=000 446.000 5670.000 ~' GR 446.000 6119.000 443.000 6120.000 437.000 6129.000 436.200 6183.500 436.200 61~6.~00 GR 436.000 619~.000 433.000 6210.000 433.000 62]0.000 4]6.000 6242.000 436.200 6254.000 GR 436.200 ~256.500 437.000 5311.000 443.000 ~320.000 4~6.000 o321.C00 446.000 8405.C00 ~ GR 4~6,000 8410,303 4~c.000 ~930,030 446,000 93~0,000 4~6.000 0345.000 446,000 11030.000 I 1~ JUN 8b 13:45:1~ Xl 908.700 0.003 0.000 O.O00 1.000 1.000 1.000 O.O00 O.OOD o.eoo x2 G,O00 0,303 C.COG 0.030 G.CO0 0.000 1,000 0,000 0,000 O.CO0 X5 G,OOO O.~Ou u,CO~ 1~00,030 O.OOO 65~1.000 O,GO0 0,000 0.000 O.CO0 ~? aT -~8,030 1300.00¢ 446.000 4,5,090 1119,C00 44~,000 ~6,000 1120.030 ,,46,000 443,C00 O,ODC 1218,56~ 44c,000 4~3.000 1218.500 4~,000 ~J4,300 1221,000 446,030 434.300 0,003 1221,000 4~6,000 4~,000 1319.000 4~5.000 4~5.000 1319,000 446,000 43~,,500 ~ O.OOC 1321.500 446.000 43~.600 1321.500 446.000 4~3.000 1420.C00 446.000 44].000 O.OOC 1421.000 446.000 4~6.000 3790.000 446.000 446.000 3790.000 446.000 443.000 O.OOG 3874.000 4~.6.000 ~3.000 ~87~.000 446.000 418.700 J~76.500 446.000 417.~00 (== C.OOC 3~75.50,~ 446.~30 ~3.0'30 39~4.C~0 440.000 4~3.000 3954.000 446.030 ~15.~00 C.O00 396~.500 440.000 41~.600 3966.500 446.000 4~3.000 4050.000 446.000 44].000 C.C2C 4)5~.'~] ~o~C 4~.035 ~11~,000 4~6.C30 4~c,030 ~120,C00 ~6,0JC ~,~,000 ~ U.OOO 6183.500 4~o. C00 4~3.000 o1~3.500 44~.000 436.200 ~196.000 446.000 43~.200 0.030 6186.300 446.000 ~43.000 ~2~4.000 446.000 ~3.000 ~254.C00 4~6.000 436.200 G.COC ~255.500 440.000 ~6.200 o25~.500 446.000 443.000 6320.000 446.000 443.000 ~ O.OOC 6321.000 446.C00 446.000 110~0.000 446.000 446.000 0.000 O.O00 0.000 I14 is~ · 1:4,~ I t _.tl;'J ._ I~1 ._J I IF,~.s,..I s I I I I I xl 9,)~.oOC O. O0J 0.3;~'C 0.OjC 90.000 90.000 50.000 0.O0Z, 0.0~0 O.000 x2 C.03C 3.9!30 O.C]O O.OJO 0.000 O.uOu 1,C0 O.C~C 0,030 O.CO0 xj 0.000 0.000 ~.,'Cr 1000.030 O.C00 o851.0GO O.OOG 0.000 0.030 0.000 U/S SiD~ PROP. e, ELT LINE PO~C ERIDGES Xl 909.610 0.300 O.GO0 O.OOO 1.000 1.000 1.O00 O.GO0 0.090 0.000 X3 0.0'30 0.009 O.CO0 1000.O30 0.000 5881.000 0.000 0.000 0.000 O.000 F~OM ~AL~=05, [N~E~TE~ X~ IN R0E xl ,,1G.JOG ~3.303 3?~O.CO0 ~055.030 ~9.C00 3~.uOu 3'.:., C.C C. 0.~90 0.CO0 ~ ~ 0.C,3,.. O. ?,ZJ ';'.C:jC' lOOn.n00 O.CO0 ~]~5.0gC O.CUC C.C~r,; 0.030 O.gOC · - -,-~j~ ~J. ;0~ 11.5.C:.g 4~4.530 112o.000 440.000 1415.000 0.C00 0.000 O.CO0 65 ~.500 I 303. 300 ~9.5.30 1075.000 435.~00 1070.000 434,090 1230.000 430.000 1250.C00 ~.=~' ~,30.030 1300,]00 4]~.CUD 15;O.G:]O 436.000 1490.000 440.000 1470.0;]0 449.530 I~To. COO ,~,~ 4~.530 J725.003 4~.ODC= J750.000 /,~.090 3740.000 440.000 57~G.090 43~.030 ]O00.COO ,~ ~SO.G30 3~-4L),30.3 41C.C30 393C.0j0 ~10.0,30 3950.000 450.000 4000.000 434.000 4010.000 G~ ~]d,O00 4335.000 43~.000 ,0~,5,030 4z, 9.500 4050.000 450.000 5610.000 450.000 5615.000 G~ 450.000 ~084.000 4]4.300 ~O~5.0OO 434.000 61~0.000 433.000 0200.000 433.000 6250.e00 G~ 433.800 6310.000 434.000 53]0.000 434.900 0630.000 450.000 0635.000 ~50.000 8350.C00 C'~ 4,'7.5jU ~'5~.C~b ~Sc. COG ~0~0.030 ~9.GJG 9280.000 ~O.GOt ~2~.000 ~O.OaO 10205.800 FROM HALFF65. INSERTED X3 IN ROB Xl 910.~00 58.000 ~580.000 8840.000 30.000 30.000 50.000 0.000 0.000 0.000 X] a.ooo 0.000 0.000 59~0.000 0.000 11210.000 0.000 0.000 0.000 o.aoo ~T 8.00~ 5900.000 449.500 446.500 6]00.000 449.500 446.500 85~0.000 449.500 446.500 8T 8840.000 449.500 446.500 10460.000 450.000 447.000 11480.000 450.000 447.000 1~190.000 BT 450.006 447.000 14100.000 450.000 447.000 0.000 0.000 0.000 0.000 0.~00 GR 449.500 5900.000 446.500 5900.000 438.000 59]0.000 436.000 5940.000 436.000 5970.000 GR 434.000 5980.000 432.000 6020.000 430.000 6090.000 4]0.000 6150.000 432.000 6200.000 GR 434.000 6220.003 436.000 6250.000 438.000 0270.000 440.000 62~0.000 446.500 ~]O0.OOC GR 449.500 0]00.003 449.500 P. 550.000 ~,46,500 8550.000 ~,50.000 8~90.000 410.000 8650.C00 GR ,,10.000 ~700.900 430.C00 ~7b0,000 434.000 8770,000 438.000 8800.000 446.500 ~840.000 GR 449-5i]0 8~-43.9;0 4~U.COO 13450.000 450.000 10490.000 450.030' 10~70.00L. ~50.000 13839.000 GR ~C.O]G 10~9.900 ~3~.1,20 1]8~0.000 436.700 10950.000 435.090 11020.000 -'32.000 11030.00C GR 434.000 110~0.000 430.000 11130.000 436.000 11410.006 438.000 11430,000 450.000 11445.C00 GR 450.000 114a0.009 450.000 114~0.000 450.000 13190.000 44?.000 13190.000 4~0.000 132~0.C00 1 14 JUN ~6 10:46:19 P~GE GR ~38.030 13~1J.003 438.000 134~0.000 ~40.000 134o5.000 442.000 154~0.000 4~Z.O00 13010.C0~ GR x,,.C.OOC 13oTO.OOO 439.50C 13700.000 440.000 13730.000 4~0.000 13970.000 ~]9.200 1~020.000 GR 440.000 14070.000 4~7.C00 1~100.000 450.000 14100.000 0.000 0.000 0-000 0.000 ~:ROM HALFF65. IkSERTED X3 IN R06 Xl 910.500 0.003 o.000 O.0o0 ?0.C00 ~o.cO0 Zo. OOO 0.O00 0.0PC O.Co0 x 2 G. 000 0. 000 C. 0 DO 0.030 0. 000 O. 000 1. 000 0.000 0. 000 O. COO X3 ~.Oi)e ~.?C'? r';.O:~'~ 5~?C.e,?q O.C]O 112~,3.630 O.O)O C'.;0OO O.CgO O.COL N C 0.1 50 0.1 ZO 0.05 C 0.1 O0 0. 300 0. 000 O. 000 0. GO0 0.000 0. gO0 F~OM r~ALFF65. iNSERTED X3 IN ROB Xl 911.590 4&,O00 38~0.000 4190.000 100.000 100.000 100.000 0.000 0.000 0.000 X3 0.090 0.000 O.OOO 1130.000 0.000 6495.000 0.000 0.C00 0.000 0.000 G~ ~5.030 1000.303 43~.C]0 1020.CJ0 438.000 1100.000 436.C00 1130.000 434.000 1150.C00 GR ~32.00C 1220.]03 ~3G.O00 1250.000 428.030 1270.000 ~2~.OOO 1290.000 430.000 1305.COC GR 432.000 1325.000 43~.C00 1355.030 43&.000 1450.000 4~6.600 1690.000 449.500 1695.C00 ~ GR 449.500 3755.000 ~AO.O00 3756.000 440.000 38~0.000 430.000 3840.000 410.000 3900.C00 GR 410.000 3928.300 416.000 3950.000 430.000 4030.000 454.000 4050.000 430.000 4100.C00 GR 438.000 4170.000 440.000 4190.000 440.200 4210.000 4~0.300 ~220.000 449.600 4220.000 6! GR ~49.900 5915.000 435.C00 5915.000 434.~00 5965.000 434.800 5905.~00 436.000 6165o000 G~ ~32.000 6200.000 432.000 ~210.030 436.000 6220.000 436.000 6450.000 438.0~0 ~819.000 GR ~S~.000 ~819.300 450.000 ~20.030 4~0.000 8295.000 4~.000 ~300.000 4]8.030 8475.C00 ,.,~ ~40.000 9500.000 450.000 95:]5.090 450.C00 10800.000 0.000 0.000 O.OOO O.CO0 N. 6.000 0.100 5740.000 0.075 4950.000 0.100 4970.000 0.050 5265.000 0.1ZO NM 6520.000 0.065 7385.000 0.000 0.000 O.OOG 0.000 O.O00 0.000 0.000 PROM HALFFO5.~ CAAROLLTON LANDFILL EFFECTIVE AREA aDDED AT ---NOM STATION ~940. LEFT OBN LOWERED TO 0.100, ---NON ~- .075 IN PARK, .005 IN GOLF COURSE/CARROLLTON PARK TOPO ADDED ---NDM Xl 9~0.970 48.000 4970.000 5265.000 980.000 550.000 950.000 0.000 0.000 O.GO0 x3 C.080 O.~CO C.COe 2B90.000 0.000 7080.000 O.OOO O.OOC O.CO0 O.CO0 i~ G~ 450.000 1000.003 437.600 1005.000 ~40.000 1400.00C 4~2.000 1900.000 4~4.000 ?2An. C~3~ u~ ~ja. OOO ~ZTO.OO6 43~.00~ 24~5.00u 438.200 2~j0.000 4~8.030 5005.000 4]7.800 ]200.G00 GR 438.000 3400.000 440.000 3670.000 440.000 ]765.000 4]8.000 ]772.000 436.000 3780.000 ~ GR 4~4.000 3830.000 432.000 3870.000 4~2.000 3935.000 434.000 3985.000 436.000 4125.000 GR 437.300 4309.000 437.300 ~310.000 441.000 4675.000 437.300 4950.000 434.000 4970.000 6R 432.00C 4995.000 430.000 5050.000 428.000 50~0.000 4Z6.000 5080.000 420.000 5095.000 : GR 410.000 5100.900 410.000 51B0.000 420.0~0 5185.000 424.000 5195.000 426.000 5230.000 GR 4]0.000 5Z50.000 438.000 5265.000 438.800 5]~5.000 450.000 5330.000 450.000 6029.000 GR ~38.000 6030.000 458.000 0155.000 437.000 6500.000 438.000 6805.000 438.000 7025.000 ~ GR 437=400 7079.000 4~4.500 7080=000 444.500 7]85.000 0.000 0-000 0.000 OaO00 NH 5.000 0.050 13680.000 0.050 14502.000 0.045 147~3.000 0.040 15730.000 0.085 ': NH 200OG.OOO 0.003 0.C'30 0.0,30 0.030 0.000 0.030 O.CCO O.O00 O.OOO ADDED FROM RIVERCHASE PODEL/CARRCLLTON LANDFILL ENCR. +PARK ---NON xl ~30.330 59.090 1~50Z.C'3C 147~3.030 6JO.OOO 39C.0j0 903.0']0 0.99C O.CjO O.COO '~ X~ C.C~C 0.3~0 O.L~C 12~50.000 O.COO 15750.000 4~.c30 O.OOG 0.000 0.000 GR 450.000 6050.000 442.000 6060.000 440.800 6335.000 4~0.700 6850.000 440.000 7170.000 GR 440.000 7720.000 434.000 8350.000 434.000 8625.000 440.000 9410.000 446.700 10380°000 GR 436.000 10885.000 ~38.000 11575.600 436.100 11830.000 447.500 12000.000 440.000 12130.G00 GR 440.000 1~450.300 ~0.C03 13000.0]0 ~40.200 136~0.000 4~O.OOO 14197.C00 439.000 14392.C00 G~ 455.000 14462.~&0 ~35.C00 1~4~2.003 ~34.400 14502.000 431.4!jC 14572.000 431.000 1~607.C00 '! GR ~1~.900 14039.000 409.c00 1~o~1.C00 409.000 1~095.000 415.900 1~697.000 427.400 14720.C00 GR 429.230 14739.000 43~.400, 1~755.000 4~0.590 14783.000 4~0.000 1~810.000 4~1.Z00 1~860.000 1 ~ 14 JUN 86 10:46:1~ PAGe ~:: GR 4~C.000 1~90.'D~3 ~.:.C~O i~C54.0~)C 438.C~C 1~730.00~ 4S~.OOC 171~5.C~C 437.530 174~.C!30 GR ~37.500 17385.000 45d.000 15130.090 ~38.000 18900.000 440.000 19100.000 441.000 19360.000 G~ ~:,~.OJC 1902:.'~L: ~.~.C!~G 1~73~.C50 4;4.C~C 19850.!j06 4~5.L'~3 19Y05.600 ~)O.C00 20000.~3~ NH 5.000 0.055 13835.C00 0.060 147a3.C00 0.0~5 15050.000 0.040 15700.000 0.085 hd 20GOC.O00 0.009 O.OOC 0.000 O.O00 0.000 0.000 0.000 0.000 0.000 j ADDEC FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR. +PARK ---NDM xl 937.800 54.~00 14783.030 15050.030 800.C00 780.000 7~0.000 O.OOO 0.000 0.000 ilk A x~ O.COC 9,000 C,006 1E530,000 0.000 15700.000 ~4,500 0,000 0,000 0,000 G~ ~58,030 8.300.000 43~.C00 ~20,0.)0 440.000 9250.000 4~0,000 ~0~0,000 436,930 9870,000 GR 4~0,590 1C)OO,000 430,500 10700.G~0 438.500 110~0,000 4]8,500 11440,600 ~45,1~0 11510,C00 ~ GR .~8.500 11360.300 4o2.200 11920.030 457.000 12530.000 440.000 12600.000 ~7.000 131~5.000 G~ ~37.500 13~35.003 43~.5:30 14315.090 4~0.C00 14510.000 4~0.000 145~5.000 439.000 1~600.C00 G~ 43~.000 14635.000 437.000 14725.000 435.000 14760.000 4~4.600 14733.000 4~2.9~0 1483~.C00 ~ G~ ~16.500 14~66.900 414.50C 1~67.000 414.500 1~939.000 416.500 149~0.000 430.400 14959.G00 (:~ ~j1.~0~ 14~70..~00 441.900 1~9~0.000 ~40.700 150~6.000 4,0.700 15050.C~0 441.800 15099.000 .~ ~I.BOO 15100.D0~ 44G.C00 152~.030 429.400 15254.000 429.400 15514.000 43~.000 15550.000 ; ~ ~,COC 15703.]00 ~3~,090 1~7'30.000 ~3~,~00 17120,000 ~J6.600 17300,000 4~B.000 17460,000 b.~ ~58.000 17053.000 4~7.o00 17550.0.30 4]S.000 1~0~0.000 439.500 1~450.000 439.330 19100.000 GR ~40.000 19400.000 4~2.000 19005.000 ~45.000 19915.000 450.000 200~0.000 0-000 O.CO0 )., 5.00C 0.060 11950.000 0.080 1~000.000 0.045 14320.000 O.O~O 1~050.000 O.O~O ~, 19000,00~ 0,000 0,000 0.000 0,000 0,000 O. CO0 0,090 0,000 O,CO0 ~, ADDED FRCM RIVERCHASE MODEL/CAR.~OLLTON LANDFILL ENCR. ADDED ---NDM xl 950.970 57.000 1~C00.000 14320.000 1320.000 1320.000 1320.000 0.000 0.000 O.CO0 X3 0.000 0.000 O.GO0 11850.000 O.O00 15050.000 ~5.000 O.GO0 0.000 O.CO0 ~; S~ c52.800 6000.000 452.4.30 ~1'30.0,30 4~4.300 5300.000 4~&.200 6400.000 442.~90 66]0.C00 GR ~1.500 6S00.003 4~Z.500 71O0.000 457.600 7500.000 43~.900 S475.000 439.800 9100.000 GR 440.200 9110.000 439.900 9210.000 435.100 9700.000 438.900 10100.000 440.500 10300.G00 ~ GR 440.200 10500.000 441.400 10600.000 445.000 11000.000 442.300 11080.000 440.940 11850.000 GR 440.800 11930.000 441.600 11950.000 440.000 11965.000 440.000 13250.000 446.500 13400.000 GR ~44.000 13500.000 446.900 13700.000 441.Z00 13800.000 442.800 13940.000 445.200 13970.000 GR 4~3,000 14000,900 427,000 1~135,000 ~12,700 14175,000 410,600 14190,000 428,000 14235,000 GR 426.000 14260.000 430.000 14300.000 442.500 14~20.000 440.900 14444.000 440.900 14594.000 GR 429.800 14634.000 429.800 14864.000 439.100 14900.000 439.750 15050.000 440.400 15200.000 ~ GR 4~9.400 15400.000 4~9.200 15800.000 438.600 158~0.000 437.800 16000.G00 438.500 17100.000 GR 439.300 1744~.000 439.900 17700.000 439.400 17800.000 439.300 1~540.000 441.800 1~900.C00 GR 443.800 18950.D00 444.100 19030.000 O.CO0 0.000 O.OOO 0.000 0.000 G.CO0 EJ G.O00 0.000 0.030 0.000 0.000 O.CO0 0.000 O.O00 0.000 0.000 1 14 JUN ~o 13:4~:1~ PAG~ SECNO O~FTH CWSEL CRIWS .SELK EG HV HL OLOSS BANK ELEV Q CLO5 ~CH ~ROB ALOB ACH AROB VOL TW~ LEFT/RIGHT TIME VLO~ VC~ VPC5 XNL XNC- XNR WTN ELMIN SSTA SLOP~ XLO~L XLC~ XLO~R ITRIAL IOC ICONT CORAR TCDWID ENDST *PROF 1 CC~V= 0.100 CEHV: 0.300 1~90 NH CARD USED *SEC~O 864.300 MODEL OEVELOPEO BASED ON CURRENT ~IS MODEL OF 3/8~ - FILE -NOM "LLY~'~" ('~!U;~L ~v'~) A:,L "£L~F~'' (PL~jj"~) ~b~) 'NUM { AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NON THE ~CTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR". NDM FROM ~ALFF65. REVISED TO REFLECT IFCgIII O'FLO~ SW~LE -HALFF ~, B64,~0 27,49 437,49 0.00 4~7,49 437,55 0,06 0,00 0.00 436,00 3740;3. 13598. 7496. 10306. 5555. 36~7. 11355. O. O. 436.00 ~ 14 JUN :o 1 46 ~ 2J1~ I IPAG~ 5 U.30 2.45 2.06 1.~ O.O]S 0.050 0.0~0 0.000 ~lJ.O0 9920.S6 9.0C3135 2300. 2~30. 2200. 0 O 0 0.03 3944.94 13~65.81 1~90 Nh CARD USED · SECNO 57~.3C0 32~5 D[VIOE3 FLOW ~?;.JO ~5.55 ~37.~8 0.0~ 0.~0 437.75 0.07 0.~0 0.00 4J9.00 J?~CO. 15536. ~213. 13660. 6~03. 3811. 706~. 5~1. 11~. 439.00 .~.17 ~.35 2.16 1.~3 0.0~7 0.050 0.038 O.OCO 41~.00 1021.65 0.~G~167 1200. 1370. 1400. 0 0 0 0.00 ~13.86 51~5.1] 14~ N, C~RO USED ,SECNO ~80.0C0 3265 DIVIOED FLOW FROM HALFF65. FB-C SW~LE ENDS ~ N END OF FB-C LEVEE. REVISED TO REFLECT IFCDIII C'FLGe ~LE & LEVEE. NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOOOW~Y ~80.00 25.68 43?.68 0.00 0.00 4]7.82 0.1~ 0.05 0.02 4]9.00 ~7400. 3935. 1255~. 20907. 2876. 3815. 7101. 653. 115. 439.00 0.19 1.~7 ~.29 2.94 0.050 0.050 0.038 0.000 41~.00 108].30 0.000388 200. 200. 200. Z 0 0 0.00 3~55.97 5175.1~ 1490 NH CARD USED 14 JUN 86 10:46:19 PAGE SECN3 O~PTH CWSEL CRiwS ~S~LK EG HV HL OLOSS 8~K ELEV ~ ~LC~ ;Oh C~C~ ~L9~ ~C, ~RS~ VOL TW~ LEFT/RICHT TIME V~O~ VCM ¥RG~ XNL XNCH XN~ WIN ELMIN SLOP~ XLO~L XLCH XLO6R ITRIAL IDC ICONT CORAR TO~WID ENOST · SECNO ~5.900 3265 31VIDED ~LOW 3470 ENCROACHMENT STATIONS= 205~.0 751].0 TYPE= I TARGET= -2058.000 SYN. X-SEC TAKEN FRON 1"=400, TOPO AND FB-C AND IFCDII PLANS NOTE "N" VALUE TO REFLECT RACE TPACK AND TO~ERS IN ~LOODWAY SHO~S O'B~NK CLEARING BOTH SIDES, F~-C FILL U.S. OF HUTTON 8RANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS OF ~ELTLINE RO~O ~ND RR USING GR CARDS AR ELEV 450. -NOM 895.90 27.93 437.93 0.00 0.00 437.97 0.04 0.1~ 0.01 4~6.00 ~740J. 5711. 6~6~. 24729. 5428. 4100. 1433~. 1048. 19~o O.J5 1.05 1.70 1.73 0.050 0.050 0.016 0.000 410.00 2080.6~ 0.000085 1060. 1590. ~10. 2 0 0 O.G3 3031.57 7358.76 1~9.] hh C~RO USeD ,SEChO 9G5.3C3 ~2eS ~IV~EO FLOW 3,7j =~,CROAC~MENT STATIONS= 2C~0.C 7300.0 TYPE= 1 TARGET= 5360.000 SYN X-SEe T~KEN FROM 1":40C' TOPO ANG Fa-C ~ND IFCDIII PLANS NOTE "N" VALUE TC REFLECT ENCPO~CHME~T IN FLOODW~Y SHO,S O'B~NK CLEARING 5OTd SIOES, F~-C FILL U.S. OF HUTTON AND IFCOIZI GRAPEVINE CRE~K IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKED CUT OUE TO THE EFFECT OF -NDM BELTL~NE RO~D AN& RR USING GR CARDS AT ELEV 4~5. AN0450.0 -NDM ON RIGHT SIDE THE FLeW WAS EXPANDED OUT 10 THE EX. SWALE -NDM 905.~0 27.82 4~7.82 0.00 0.00 ~38.29 0.~7 0.19 0.13 ~40.00 37400° 10829. 20529. 6042. 309~. 2958. 2489. 1383. 242. ~26.00 0.~0 3.50 0.87 2.~J 0.0~0 0.050 0.067 0.000 410.00 20~6.1~ 0.001117 600. 940. 1~35. 2 0 0 0.00 123~.50 ~360.00 1~90 NH CARD USED *SECNO ~0~.000 3265 DIVIDED FLOW 14 JUN 86 10:46:19 PAGE SEC~O ~EPTH CWSEL CRIWS ~SELK EG HV HL OLOSS SANK ELEV ~ ~LO~ ~CH ~ROB ~LOB ACH AR38 VOL TIME VLOB VCH VRO6 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOEL XLCH XLO~R IT~I~L IOC ZCONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS: 1115.0 ~320.0 TYPE; 1 T~RGET: 5205.000 ( NH CArD REVISED TO INCLUde STC~ (403'3 CHANGED TO ~19~) ...... NDM ~/1/85 INEFFECTIVE FLOW ~REAS ON THE RIGHT SZC~ ~/S OF eELTLINE RD NDM WERE SET :ROM T~E ~RIDGE TC. THE EX. S~ALE ~T ELEV. 44~. NDM ~ ~03.00 25.11 ~38.11 O.CO O.O0 438.67 0.56 0-3~ 0.03 4~O,00 37~09, 7~11, 2~239, 16~0, la2a, ~323, 050, 1~27, 247, ~..30 0,41 4,11 e,~3 2.5~ 0,050 0.050 0,050 0,000 410,00 1115,03 ~ 0,001682 250, 270, 200, 2 9 0 o,oo 909,61 o320,00 CCHV= C.~OC CEHV= 0.500 ~:' *SECN0 ~C~,oT~ 3265 DIVIDED FLOW t 3301 HV CHANGED MORE TMA~ HVINS ~ 1,. jjh ;~ 1C:4b:-~e ~.512J156,,~1 103 PAGE 10 3~73 :NCROACHM~NT STATIONS= 1OO0,C ~1.0 TYPE= I TARGET= 58a1.000 DIS S]ZDE PROP, 8ELTLIN£ ROAD 5R-"!D,~ES ; 90~.)9 ~7.67 ~37.~7 0.00 0.00 439.19 1.32 0.1~ 0.3~ ~46.00 37.63. 2~12. 3~335. 0~3. 965. 3579. 369. 143~. Z4~. ~4~.,30 ~.~1 2.53 9.59 1.77 0.080 0.053 0.050 O.OOJ 410.00 1127.~9 O. ~C~1 59. b~. c9. 2 0 0 0.00 5~1.~0 5312.31 ~:D~ ~;v~DE~ FLOW 3570 ',ORHAL ERIDGE, NRg= 35 MIN ELTRB= 445.30 MAX ELLC= 446.00 J~?O ENCROACHMENT STATIONS= 1000.0 5881.0 TYPE= 1 TARGET= 5881.000 90J.70 27.87 437.~7 0.00 0.00 439.20 1.53 0.00 0.00 ~6.00 57~00. 29Z9. S3673. 798. 949. 34Zo. 561. 1437. 249. 446.00 0.41 3.09 9.69 2.21 O.OBO 0.050 0.080 0.000 410.00 1127.6~ 0.00~0~5 1. 1- 1. 0 0 0 -129.08 681.~2 6312.]1 14 JUN 86 10:46:1~ PAGE 10 SECNO D~PTH CWSEL CRIWS WSELK EG HV HL OLOS5 BANK ELEV Q QLOB QC~ ~RCB ALOe ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLCH XLOBR ITRIAL IgC ICONT CORAR TOPWID ENGST · SECNO 909.~C] 5265 DIVIDED FLOW 33?0 NORMAL 8RIDGE, NRD= 3~ MIN ELTRD= 445.00 MAX ELLC= 446.00 3~70 ENCROaChMENT STaTIOnS= 1G~g.C 5851.0 TYPE= 1 T~RGET= 5801.000 909.50 28.41 ~3~.~1 C.CO 0.00 439.5~ 1.17 0.3~ ,3.05 446.00 37~00. J570. 32990. 1040. 1100. 3589. 458. 1447. 250. 446.00 0.~1 3.06 9=19 2.27 C.O~O 0.050 O.C]O O.OOO ~10.00 1125.e~ 0.003576 90. 90. 90. 2 0 0 -157.17 68~.20 ~51~.12 , ,SECNO ~09.510 5205 DIVIDED FLOW 3470 ENCROACHMENT STATIONS: 1000.0 5.~81.0 TYPE= 1 TARGET: 58el.000 u/s SIDE PROP. BELT LINE RO~D BRZDGES ~.~1 25.~1 ~33.-1 C.O0 0.00 ~39.59 1.18 0.00 O.OC ~o. CO J7~03. 2794. 337~. e~2. 1121. 3b~5. ~70. 1~47. 250. ~o. O0 C.~1 Z.4Q 9,13 1.b~ C,O,~O 0.050 0.0~O 0,00~ ~13,0C 11~.~8 0,002208 1. 1, 1, 0 0 O O.OO 68~.23 6J13,12 *SECN3 ~10,0C0 32e5 DIVIDED FLOW ~3~1 ~V CHANGED MORE THAN HV~NS 3473 ENCROACHMENT STATIONS: 1COO.O 6~65.0 TYPE= 1 TARGET= ~]65.000 FROM ~ALFF65. ~ERTEC X3 IN ~10.00 29.13 ~9.1~ O.OJ 0.30 ~39.62 3.66 0.03 0.15 4~Z.O0 ~7~OO, 50~5. 2~7C5. 3530. 1~9~. ]957. 1534. 1453. Z51, !].42 2.68 7.31 2.30 0.080 0.050 0.C80 O.OOg 410.00 1075.75 0.001675 39. Zg. 5~. 2 0 0 0.00 87~.55 5505.00 14 JUN 86 10:46:19 PAGE 11 · SECNO DEPTH C~SEL CRIWS ~SELK EG HV .HL OLOSS BANK ELEV Q ~LOB ;CH QROB ALOE ~CH ARO8 VOL T~A LEFT/RiGHT TiME VLOB VCH VROB XNL XNCH XNR WTN ELMIN 5STA J~ SLOPE XLO~L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST · ,SEC~O 910.3C3 3265 DiVIDE~ FLO, 3370 NORMAL a~IDGS,N~= a MIN ~LTR3= ~9.50 MAX ELLC: 447.00 ~470 ~NCROAC,MENT STATIONS: 5~2e.,3 11210.0 TYPE= I TARSET= SEgO.03C ~ FROM nALFF65. ~,SERT=D X3 IN ROB ' 910.3C 29.1~ ~3~.1~ C.CO 0.3C 439.a7 J,~5 G.C5 0.01 ~.50 37~00. ~895. 29230. 2275. 2241. 3959. 1315. 1~55. 251. ~9.50 0.~2 2.~3 7o3~ 1.73 0.0~0 0.050 0.0~0 0.000 410.00 5925.7~ ~ 0.001420 30. 30. 30. 2 0 0 0.00 931.57 11210.C0 · SECNO 910.5C0 " ~265 DIVIDE3 ~LOW J 3370 .%g~MAL 5~IgGE,NR3= 6 MIN ELTRg= ~9.50 MA~ ELLC= ~47.00 i~,. po 1' !=~6 i I 'c}1z J? ....r1 'Phi I FAGE Ilz I I I I I I II'' ~7~ :NCROACMMENT STATIONS= 5~ZC.C 11210,0 TYPE= I T~RGET= 5290.000 FROM MALFF~5, INS~RTc3 X3 IN ROe ~1~.50 29.23 43~.23 C.O0 0.3C 439.90 0.6~ 0.0] 0.30 449.50 ~7~00. 591~. 291~5. 2ZQC. 2252. 2956. 132~. 1451, 252. 4~.50 u.~2 2,63 7.~ 1.75 0.0~O 0.050 0.0~0 ~.003 410.O0 ~925.~ 0.001410 20. 20. 20. O 0 0 0.00 932.01 11210.00 CCHV= 0.100 CEHV= 0.300 -~ECNO ~11.500 2~ · ~IVIDED FLOW ',FO ~NCROaCHMENT STATIONS= 1100.0 ~495.0 TYPE= 1 TARGET= 5395,000 FROM HALFFO~. INSErTeD X3 IN ROB ~11.~C 29.55 ~3~.55 C.CO 0.00 440,06 0.52 0.14 3.02 4,0.00 37,00. 39]~, 30~01. 2~60. 3383. 4822. 2352. 1482. 255, ~0.00 0.42 1.2~ 0.25 1.21 0.150 0.050 0,120 0.000 410.00 1100.00 0. UC1~50 100, 100. 100. 2 0 0 0,00 1525.16 ~4~5,00 14 JUN 8~ 10:46:1~ PAGE 12 SECNO 0EPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV Q ~LOB ~CM ~ROB ALDB ACH ARO~ VOL TWA LEFT/RIGHT TIME VLO8 VCH VROB XNL XNCH XNR WTN ELMIN 5STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENDST 1~90 NH CARD USED · SECNO ~20.~70 2265 DIVIDE~ =LOW 3~70 ENCROACHMENT STATIOhS= 2690.0 70~0.0 TYPE= I TARGET= 4190.O00 FROM HALFF65.- CArROLLTON LANDFILL EFFECTIVE AREA ADDED AT ---NDM STATIJN 2~40. LEFT Ca N LCWERE~ TO 0.100, ---NDM .075 iN P~RK, .0o5 iN GJLF CCURSE/CAR~OLLTDN PA;K TOPO ADDED ---NOM ~20.~7 ~C.~ ~'3-~ u. GO 2.00 ~,0.9~ D.2~ 0.93 57403, 7751. 255~7. 3252. ~15~. 5165. 2307. 1730. 302, ~3~.00 0,~9 1.20 5.11 0.9~ 0.0~0 0,050 0.0~3 0.000 410.00 2690.00 0.000701 980, 950, 550. 2 O O 0.O0 3432,72 7079.45 1490 NM CARD USED *S~CNO ~C.jC3 3~70 ENCROACHMENT STATIONS= 12450.0 lS730.O TYPE= 1 TARGET= 32~0,O00 ADDED FROM RIVERCHASE MOGEL/C~RROLLTON LANDFILL ENCR. +pARK ---NDM 9j0.30 51.~ ~41.Za C.O0 3.00 441,7] 0.45 0.70 3.35 434.~0 ~7403. ~537, 27J21. b~2. Z~SO, 4~8. 2679. 1960. 0.~2 1,26 6.16 2.~0 0.0SO 3.045 0.040 0.000 409.50 12450.00 i1~ , ~ 1 F46 i I pzJ1- I1 "'1 ! rAGE I13 I I I I I I I Ie 3.0Cjv53 800, ~3. ~C. 2 3 0 0.03 3ZBO,OC 1~730.00 1~,3 ~;h C~RO USE& ~ ,SeCNO 937,a00 3470 ENCROACHMENT STATI3NS= 12600.0 15700.0 TYPE= 1 TARGET= 3100,000 ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR, +PARK ---NDM · G~7.80 27.57 ~42,07 C.O0 0.30 442.21 0.14 0.45 0.33 434,60 ~7~03. v9~2. 13015. 14393. 8522. 3~55. 43~0. 2200. 420. 440.70 ~.51 1.17 3.56 3.~2 0.06~ 0.045 0.040 0,000 414,50 12600,00 · ) ~.3~79 ~00. 760, 750. 2 0 0 0.00 3100.00 15700.00 1~ NH CARD USED mSECNO 750.970 ~26~ DIVIDED FLOW PAGE 13 · 1~ JUN 86 10:~6:1) SECNO DEPTH CWSEL CRIWS WSELK EG MV HL OLOSS SANK ELEV · Q QLO~ QCH DR05 AL08 ACH AROB VOL TWA LEFT/RIGHT TiME VLO~ VCH VROB XNL XNCM XNR WTN ELMIN SSTA SLOPE XLOSL XLCH XLCBR ITRZAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 11850.0 1~050,0 TYPE= 1 TARGET= 3200,000 ADDED FROM RIVERCHASE MOCEL/CARROLLTON LANDFILL ENCR. ADDED ---N9M ~50.~7 31.07 ~42.57 C.03 3.30 442.7~ 0.22 0.5~ 0.02 ~3.00 { 37400. 2701. 18607. 15~2. 3665, 4541. 432.~. 26~G. 507. 4~2.50 0.71 0.7~ 4.1~ ~.65 0.07~ 0.045 0.040 O.OOO 410.50 11~50.00 0.000471 1320. 1~2~. 13Z~. 2 0 0 0.03 254~.~4 15050.C0 { 0 14 JUN 86 13:46:11 P~GE 14 THIS RUN EXECUTED 1~ JUN J5 10:~e:2~ ********~******~,~******************************** ~ HEC2 RELEASE DATED NOV 76 UPDATEC HARC 1982 ERROR CORR - C1,02,03,04,C5 ( MODiF:TC~TICN - 50,51,52,53,5~,5~ T1 ELM FORK EFFECTIVE F,I,S. MCDEL UPDATED 8Y OLJ AND WLW @NATHAN D. MAIER INC. 12 OCT 19~5 UPDATED qlO0 8Y FT, WORTH C.O.E. 0100=44400 CFS T3 ELM FORK T~INITY RIVER WITHOUT FLOODWAY 4/1/86 ~ ll~ __ ~ l_ 1:~6 I I ilzJ ~1 I I ~A~ 114 i I I I I ~] :S=~C~ iN( NlhV i~l~ STPT METRIC ,VINS ~ ,S~L -13. ~. C. 3. O.aOa0a0 0.DO 0.0 3. 43a.~sC 0,COO J2 ~PROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW C,NIM ITRACE 2.000 G.O00 -1.000 0.O0O O.000 0.O00 0.000 0.000 0.000 G.OO0 1, jdN aO 1j:~O:lt PAGE SECNO C~PTH CWSEL CRIWS WSELK EG HV ML OLOSS ~ANK ELEV ~ ~LOa ~CH ~Q0~ AL9~ ACH A~OB V~L TWA LE:T/RIGHY /I~E ~LC~ VCn VRC,= XNL XNCH XN~ WTN ELuIN SSTA ~LGFE XLOEL XLCh XLOER IT~;AL IDC ICONT CORAR TOo~ID ENDST ,PROF 2 CC~V= 0,10C CEHV= 0,300 1490 NH CARD USED *SECkO 864.3G0 MODEL DEVELOPED BASED ON CURRENT FIS MODEL OF 3186 - FILE -NDM "ELM~LTR" (NATURAL RUN) AND "ELM~LFWR" (FLOODWAY RUN) -NDM AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR". NDM FROM HALFF65. REVISED TO REFLECT IFCOIII O'FLOW SWALE -HALFF 864.~0 28.35 43~.35 e. O0 43~.35 438.41 0.06 Oo00 3.00 436.00 44203. 154~Z. 5:Eg. 2Z44g. 6ZO1. 3853. 13~38. G. 0. 43~.00 U.OO 2.~7 2.1~ 1.~5 C.?36 ~.]50 ~.041 3.~03 41D.~ ,91c..? 0.000136 2300. Z;30. Z233. 0 ~ 0 0.03 3~41.72 13~oS.1~ l~a N, C~RD JS~O *5ECNO ~?a.']C~ ]205 DIVIDED FLOW ~Ta.]C _~..55 ~3 .S5 C.L'~ 0.~ ~'~.52 3.'j7 C.23 O.3O j.]7 2.42 ].L~ 1.t, C.CZ7 0.05:j 'J.C,C J.OO'j ~1Z.30 1019.C~ G.OC.L1?7 iZDO. 1LFij. I~Z:C. 1 O C 0.03 j~5.12 5177.40 1490 NH CARD dSED ,SECNO ~O.OCS 3~C5 ~ivigE~: :LJW 32~0 CROSS SECTION 8~0.00 EXTE~DED 0.~7 F~eT FROM tALFF65. FB-C SWALE ENDS ~ ~ EN3 OF F5-C LEVEE. REVISED TO REFLECT IFCDIII O'FLCW SWALE ~ LEVEE, NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY ~: 1~ JU~. 53 10:46:~o 5E12J15o,w1 100 PAGE 15 =Dj. DG 20.55 ~3~,5o O.CO 0.00 435.63 3.12 C.C5 9.01 ~59.09 ,4~03. 5935. 135~0. 24~45. 4042. ~Co~. 9155. 772. 141. J.19 1.47 3.~2 2.72 0.050 0.050 0.040 0.000 412.00 8~0.~0 O.OOU3~a ZOO. Z0'], 20j, I 0 0 0,03 414~,~9 5177,5~ 1~ j Jr. ~: 1]:46:1~ PAGE ..,hj 5EPTM C.~L C~2~5 WSEL~ EG HV HL OLSSS ~ANK ELEV CLOD ;OH ~06 ALOB ACH AROB VOL TWA LEFT/RIGHT ;I~E VLO~ VCH VEO~ XNL XNCH XNR WTN EL~IN SSTA ~L,jPE XLO~L XLCH XLCER ITRZAL IDC ICONT CSRAR TCPWID ENDST 1~90 ~ CARD USED *5EChO ~95.903 3~5 DIVIDED FL~ ]470 ENCROACHMENT STATIONS= 2058.0 7513.0 TYPE= 1 TARGET= -Z058.000 SYN. X-SEC TAKEN FRO~ 1"=400' TOPO AN9 FB-C AND IFCDII PLANS NOTE "N" VALUE TO R~FLECT RACE TRACK AND TO~ERS IN FLOODWAY 5HO~S O'BANK CLEARING BOTH SIDES/F~-C FILL U,S, OF HUTTON aRANCH AND IFCOIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EcFECT -NON OF SELTLINE ROAD AND RR USING GR CARDS AR ELEV 450. -NDM ~95.~C 28.80 4]~.80 C.CO O.OC 4~8.84 0.05 0.15 9.01 .~6.00 4~403. 7107. 7~31. 2~4c3. 6535. 4522. 16190. 1229. Z15. ~38.00 0.54 1.12 1.81 1.82 C.05C 0.050 0.0~6 0.000 419.00 ZC58.CO 0.000090 10oC. 159C. 610. 2 0 0 O.CO 361~.20 73ol.7~ 1490 NH CARD USED *SECNO 905.3~ 3265 DIVIOED ~LOW 3473 Er.C~O~Cr~ENI STaTIOn. S= ZiC~.O 7]~O.C T~PE= 1 TAbSiT= SY~, X-S~C T~N F~C~ 1"=~C' TCPC ~ND FC-C AND ZF~C[I[ PL~ NOTE "N" VALUE TC REFLECT ENCROACHMENT IN FLOOO~AY SHOWS O'BANK CLEARING EOTH SIDES, FB-C FILL U.S. OF PUTTON 5RANCH AND IFCOI[I GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW ~RE]S .E~E 5LOCKED CUT DUE TO THE EFFECT OF -NDM BELTLINE ROAE AND RR USING GR CARDS AT ELEV 445. AND450.C -NON ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX, SWALE -NDM 905.30 2~.68 43~.68 0.00 0.90 439.16 0.50 0.20 0.14 440.00 44~00. 13712. 22555. ~133. 3012. 3121. 2;9~. 1606. 20~. ~26.00 O.3d 3.83 7,23 2.72 0.050 0.050 0.C55 0.000 413,00 2624.93 0.001177 eGO. 940. 1035. 2 0 0 0.00 1445.17 7300.00 1490 NH CARD USED ,,.~ECNC ~Cg. OCO 1,, JUN 86 10:46:13 PAGE 17 SECNO DEPTH CWSEL C~IWS WSELK EG HV HL OLOSS BANK ELEV ~ C. LO5 .CH ~RO~ ALOE ACH ARO~ VOL TW~ LEFT/RIGHT TI'~E VLO3 VCH VRC3 XNL XNCH XNR wTN ELMIN SSTA SLOPE XLO6L xLC~ XLO~R ITRIAL IDC ICONT CORAR TOPhID ENOST ~205 ~VZDEO FLOW 3470 ENCROACHMENT STATIONS: 1115.0 5320.0 TYPE: I TARGET: S205.000 · NH CARD REVISED TO TNCLUCE STCHR (~e39 CHANGE; TO 4190) ...... NDM INEFFECTIVE FLO~ AREAS ON THE ~IGHT SiDE O/S OF BELTLINE RD NDM wERE SET FROH Td~ BRI~)~ TD THE ~X. SHALE AT EL2V. ~,~,~. NJM · 908,00 28.96 ~38,96 0,00 0,00 439,58 0,62 0.37 0,04 440,00 44400, 9701, 32103, 2596, 211], 4616, ~50, 1855, 272, 449,00 0,40 4,59 6,95 3,05 0,050 0,050 0,050 0,000 413,00 1115,00 .(' 0,001813 250, 270, 200. 2 0 0 0,00 91~,08 6320,00 0 CCHV: 0.300 CEHV= 0.500 ,SECNO 908.690 3265 DIVIDED FLOW · 3301 HV CT~ANGED MORE THAN HVINS 3470 E~.*CROACHHENT STATIONS= 10.]C.C 6B~1.0 TYPE=. 1 TARGET=` 58~1.O00 Gig 5~OE PROp. ~ELTLINE ROA3 ~RIDbES 90~,69 28,~4 ~5~,5~ 0,00 '3.OC ~0,22 1,58 0,16 0.~8 4~6.00 ~4400. ]5.]9. ~975~. 1113. 1185. 3745. 512. 1~o5. 27.i. ~.45.00 0.40 2.90 1J,.62 2.21 0.350 0.053 O.C~O 0.003 ~.13.00 112o.5,. 0.j050~7 .59. 09. ~o. 2 O C O.O0 59D.,~ 5313,45 *SECNO 3265 DIVIDED FLOW : jJT,J h3::~. ~iSg~,'I2D= ~ ~;N ~LT2D= 4~.3S M~X EL~C= :$ 3~70 ENCROACHMENT STATIONS= 1000.0 6831.0 TYPE= 1 TARGET= 58S1.000 90~.70 28,67 ~38.57 0,00 O, OO 4~0,23 1,56 0,00 0,01 44~03, ~25], 3e7o7, 1130, 117~, 3644, 505, 1~65, 273, ~0,30 ~ C.~C 3,62 10. b~ Z.7~ C,C~O C,OSC 0,0~0 j,~Cg 410,00 112~,49 0.0047~7 1, 1. 1. 2 9 0 -141.12 691,]1 0313,51 ~ 1~ JJL ~5 10:4~:46 5512J1JG,~1 190 ~GE 17 14 J~N 80 10:46:19 PAGE 18 SECNO DEPTH CWSEL CRIWS ~SELK EG HV HL OLOSS 5ANK ELEV ~ ~L05 ~CH GRO~ ALOB ACh ARO5 VOL TW~ LEFT/RIGHT Ti~E VLC~ VC~ VRO~ XNL XNCH XNR WTN ELMIN SST~ SLi)PE XLCSL xLCH XLCGR iT~IAL IOC ICONT CORAR TCRWIO ENDST -SEChO 909.~00 5Zc~ CiVIOE3 ;LOW 3~7~ NORMAL BRISGE/NR3= 5S MIN ELTRD: 445,00 MAX ELLC: ~46.0e ]470 ENCROACHMENT STATIONS: 1000,0 6B~1,0 TYPE: 1 TARGET: 5881,000 909.60 29.36 439.]6 0.00 0.00 440.69 1.5] 0.39 0.07 446.00 _ 44400. 4901. ]7732. 1766. 1369. 3792. 612. 1677. 2T5. 44~.00 0.40 ~.58 9.95 2.~0 0.0~0 0.050 0.080 O.O00 410.00 1125.45 0.00,059 90. 90. 90. 2 0 0 '151a~6 699.47 6314.55 *SECNO 909.610 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1000o0 5~51.0 TYPE= 1 TARGET= 55S1.000 U/S SIDE PROP. 6ELT LINE ~C~G E~I~GES 909.61 2~.3~ ~3}.35 0.00 ~.00 4~0.71 1.3b O.OJ 0.01 ~6.SS _ 44400. 4100. 58817. 145~. 1392. 3902. 647. 1577. ~75. ~46.00 0.40 2.~ 9.95 2.29 G.O~O O. OSG C.O~O 0.000 410.00 1125.~0 0.002591 1. 1. 1. I 0 0 O.CO 699.40 6314.5~ .SECNO 913.003 3265 DI~IDEO =LSh 3301 HV CHANGED MORE THAN HVINS ~,7~ <":~CH~F';T STe';3~.S= 1C0O.C ~3~5.9 TYPe= 1 Ta;SET= 53~5.e00 FkGM n~LFF65. INSERTED X3 IN ~e 910.30 ~0.2~ ~40.29 0.00 g. O0 4~0.99 0.70 0.0~ 3.20 442.00 ,~00. 5934. 32433. 5033. 2287. 42~1. 1~0~. 16~3. 273. ~38.00 J.40 3.03 7.65 2.70 0.0~0 0.0~0 O.O~O 0.003 410.00 1075.67 0.001826 39. 3~. 30. 3 0 0 0.00 963.S1 6355.00 14 JUN ~ 10:45:46 3512J1~6,W1 10C PAGE 1] PAGE 1~ Jjh 60 10:46:19 SECNO DEPTH CWSEL CRIWS WSELK EG ,V HL OLOSS BANK ELEV ~ ;LOB .~CH QRC5 ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLO~ VCH VRO5 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLC~L XLCH XLC~R ITRIAL IDC ICONT CORAR TO~WID ENDST · ~CCr, 3 '~10.5C~ ~265 bIVZO[D FLOW 3373 ~,O~MAL BRIOGE,NRO= ~ MIN ELTRD= ~49.50 MAX ELLC= ~47.00 3~70 ENCROACHMENT STATIONS= 5920.0 11210.0 TYPE= 1 TARGET= 5290.000 FROM HALFF~5. .'NqERTED XJ IN ROB 910.]0 30.~2 440.32 0.00 0.00 ~41.06 0.74 0.05 0.02 449.50 ~4400. 7825- 32966. 3609. 2643. 4213. 1723. 1689. 276. ~49.50 0.40 2.96 7.52 2.09 0.080 0.050 0.C80 0.000 410.00 5921.80 0.001526 30. 30. 30. 2 0 0 0.00 94~.70 11210.00 o · SECNO 910.5C0 3265 DIVIDED FLOW 3370 NORMAL 8RIDGE-NRO= ~ MIN ELTRD= 4~.50 MAX ELLC= 4~7.~0 3~7~ ENCROA;,MENT STATIONS= 5920-G 11210.0 TYPE= 1 TARGET= FROM HALFF65. I~SERTE[; X3 IN 910.50 30.3~ ~40.~ 0.00 ~.00 ~41.09 0.~3 0.05 0.00 ~9.50 44400. 78~- 32917. 3~55. 2~55. ~221. 1~3~. lo93. ~77. 449.50 O.~C 2.95 7,~0 2.09 C.O~G 0.050 0.C~0 0.000 ~1~.00 5921.6~ 0.00151~ 20. 20. 2C. C O O O.O) 947.11 1121G.C0 CCHV= O.10C CEHV= · 5ECNO ~11.500 ~265 DIVIDED FLOW ~5,7; ~r=SRS~L.-~ENT 5r~TI~N~= 11~6.C ~5.0 IYDE= 1 ~;~ET= FROM dALFF65. INSERTED X3 IN ROE 911.50 30.72 ~40.72 C.O0 O. O0 441.2o 0.54 0.15 0.02 4~0.00 ~0,3, 5319, 34762, ~31~. 3~28, 52~3, 3055. 1717. 2BO, ~40.00 0.~1 1,39 o,~5 1,41 0,150 0,050 0,120 0.00~ 410,00 1100.00 0.001455 100, 1C0, 100. 2 0 0 0,00 1635.67 6495.00 1 ~: 14 JUN ~ 10:~:46 ~512J135'~1 10'3 PAGE 1~ P~GE 14 J'JN ~ 13:4~:1~ ~ SECND OEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ,; QL06 QCH ~ROB ALOB ACH AROB VOL T~A LEFTI~IGHT T;ME VLOB VC~ V~Oe XNL XNCH XNR ~TN ELMIN SSTA '!~: SLOPE XLO~L XLCH XLCGR [T~IAL ;3~ ICONT CORAR TOPWIg ENDST l~j N. CARD USED · 5ECNO 320.9?0 32e5 3iV!DEO :LOW ~ 3~70 ENCROACHMENT STATIONS= 2890.0 7030.0 TYPE-' 1 TARGET= 4190.000 FROM ~ALFF65.- C~RRCLLTOk LANDFILL EFFECTIVE AREA ADDED AT ---NgM STATION 2~0. LE~T C5 N LOWERED ~0 0.100. ---NDM ~ .075 ZN PARK, .005 ZN GOLF CQ~R~EICARROLLTON PARK TOPO ADDED ---NOM 920.97 ]1.86 441.~6 0.0'3 0.00 442.12 0.25 0.85 0.0] 4]4.00 44400. 11568. 27724. 5~08. 8582. 5510. 4606. 2022. ]29. ~]8.00 ' 0.~8 1.3Z 5.03 1.15 0.081 0.050 0.08] 0.000 410.00 2890.00 0.000624 980. 950. 550. 2 0 0 0.00 ~48~.~Z 7079.6] 1490 NH CARD USED · SECNO 950.0C0 ~470 ENCROACHMENT STATIONS= 12450.0 157~0.0 TYPE= 1 TARGET= 3Z80.000 ADDED FRCM RIVERCHASE ~ODEL/C~RROLLTON LANDFILL ENCR. +PARK ---~GM 93~.00 32.7~ ~2.3d C.00 0.00 44~.71 0.33 0.57 G.02 i!!~ ~4~0~. 7893. 25941. 95c6. 5132. 4746. 3719. 2320. 3~9. ~0.50 0.~3 1.5~ 5.~ 2.57 C.0~0 0.0~5 O.C~O 0.003 ~0'?.50 12~50.00 0.00G7.1 ~OO. ~03. ~0. 2 0 0 O.Og 32~.00 157~0.00 0 1490 NH CARD USED · SECNO 937.~C0 r 3,70 E~CROAC~ENT STATIONS= 12~0.~ 1~7~0.0 TYPE= 1 T~RGET= 5130.0~0 A~OEG FROM ~IVE~C,ASE M~L/CARRCLLTON LANDFILL E~C~- +PA~K --oNDM ~37.~C ~.~ ~2.9~ C.GO 0.~0 4~3.13 ~.1~ 0.3~ 0.02 ~440~. 137~7. 1~16~. 1~35. 10530. 3900. ~27. 2619. ~47. 4~0.70 0.61 1.31 3.63 3.35 0.053 0.0~ 0.0~0 0.000 ~1~.50 12~00.00 Ilk 0.000352 800. 780. 780. 2 0 0 O.O0 3100.00 15700.00 0 1490 NH CARD USED { .SECNO 950.~70 32e5 DIVIDED FLOW I PAGE 14 JUN 86 10:46:19 JjN .~D 10:4a:45 %517j1~b"w1 100 PAGE 23 SECN~ D~PTM C~SEL C~I~S wSELK EG HV ~L OLOSS BANK ELEV ~ ~LO5 ~C~ ~C5 ~LOB AC~ AR,Da V3L TWA LEST/RIGHT TIMe VLOB VCH V~C5 XNL XNCH XNR WTN ELMIN SSTA SLOP~ XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENCST 3,76 ~NCROACHMENT STATIONS: 11~50,0 15050.0 TYPE: 1 TARGET: 3200,000 A30~3 FROM RIVERCM~SE MOCEL/CARROLLTON L~NDFILL ENCR, ADDED --=NOM .~.~7 32,a7 ~3,~7 O.GO 0,00 4~3,70 0,23 O,5S ~03, ~655, 20~67, 18~78, 514~, ~829, 500~, ]1~9, 515, 0.71 0,90 ~.~2 3.77 0.079 0,045 0,0~O 0,O00 410,50 11~50,00 3,003~0 1t20. 1320. 1120. 2 0 0 o.ea 2724.79 150~0.00 PAGE 14 JUN 86 10:46:1~ ~HIS RUN EXeCUtED 1½ JUN 86 10:46:~2 HEC2 RELEASE DATED NOV 76 UPCATEO MARC 1982 ERROR CORR - 01,02,01,04,05 MODIFICATION - 50,51,52,53,5~,55 ELM FORK EFFECTIVE F.I.S. MOD~L UPGATED BY OLJ AND WLW ~NATHaN D. MAIER INC. T2Q100=558'30 CFS 13ELM FO~K OF TRINITY RIVER WIthOUT FLOOgWAY ~/1/86 J1 ICMECK IN~ NINV IDIR STRT METRIC HVINS Q WS~L F~ -10, 7. 3. O, 0.000000 0.00 O,U 0- ~]9,050 O.COO J2 NPROF IPLOT PRFVS XSECV X~ECH FN ~LLDC IBW CRNIM ITRACE 15.000 O.O'3C -1.C;JG 0,000 0.000 C.OOG O.OOC O.OOe O.COG C.O00 PAGE 1~ JUN ~6 10:46:1~ SECNO OEPTH CWSEL CRIWS WSSLK EG HV HL OLOSS BANK ELEV ..~ ~L08 ~CH ~RO~ ALOB ACH AROB VQL TWA LEFTIRIG~T TI'~E VL05 VCU ~RC5 XNL XNCH XNR NTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST · PROF 3 CCHv= C.100 CEHV: O.~OG 1~ jdN ~ 1C:~5:~ ~512J136-~1 100 ~AGE Z1 1~9j ~ CARD USED · SECNO 56~.300 MODEL DEVELOPED BASEG ON CURRENT FIS MODEL OF 3185 - FILE -NDM "ELMBLTR" (NATURAL RUN) AND "ELMBLF,~R" (FLOODWAY RUN) -NDM · AS ELMFISX - THIS VERSIOt, WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE"' ELMFISXR", NOM FROM HALFFd>5. REVISEO TO REFLECT IFCDIII O'FLOW SWALE -HALFF ~.OO 29.65 ~J~.o5 0.00 ,3~.65 439.72 0.07 0.00 J.O0 436.C0 5~;0.3. lJ629. 9~5~. 27721. 7331. 4165. 17595. O. O. ~36.00 j. OO Z.5G 2.27 1.58 0.036 0.050 0.042 0.000 410.30 ~91~.56 0.000138 2300. 2zm30. 2200. 0 0 0 0.00 3956.9~, 15871.81 1.,~j r,H CARt. USED *SECNO dT~.OC 27.85 ~39.35 C.O0 0.00 439.93 0.08 0.21 0.00 4~9.00 55~00. 23313. 10579. 21908. 9385. 4½48. 12379. 847. 12~. 439.00 · 3.17 2.~8 2.36 1,77 0.038 0.050 0.0~3 0.000 412.90 1015.23 O. ?..'31~2 1230.' 1370. 140C. 1 0 0 0.00 4165.71 5180.q4 · 1490 NH CARD USED · SECNO 880.000 3~80 CROSS SECTION 880.00 EXTENDED 1.S8 FEET FROM HALFF65. FB-C SWALE ENDS ~ NENO OF FB-C LEVEE. REVISED TO REFLECT IFCDIII O'FLOW 5WALE & LEVEE, NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY 880.00 27.88 439.58 G.OO O.O0 4~9.9~ 0.11 0.05 0.01 4~9.00 55800. 9648. 14997. 31155. 59~4. 4460. 12485. 960. 145. 439.00 · 0.19 1.63 3.S6 2.50 0.050 0.050 0.043 0.000 412.00 (s~O.0O 0.0C0303 200. 200. 200. 0 0 0 0.00 4301.05 51E~1.0~ 1~+90 NH CARD USED · SECNO ~95.~C0 3265 OIVIDED FLOW 1~ JUN ~P6 19:4~:1~ P~GE 24 SECN3 DEPTH CWSEL CRIWS WSELK Eg HV HL OLOSS aANK ELEV Q GLO8 ~CM qRO8 ALOE ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLCH XLOER ITRIAL IDC ICONT CORAR TOPWIG ENDST 3470 ENCROACHMENT STATIONS= 205~.0 ~513.0 TYPE= 1 TARGET= -2058.000 SYN. X-SEC T~<E,~ FROM l"=~;OO' TOPO AND FB-C AND !FCDII PLANS NOTE "N" VALGE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON BRANCH (. AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREA5 WERE BLOCKED OUT DUE TC THE EFFECT -NDM lz. JJ'. :3 1C:4t:~c ~512J1~O'W1 103 PAGE 22 Of BELTLINE ROAD AND RR USING GR CARDS ~R ELEV 450. -NOM ~5.`90 30.09 ~3.~9 C.G3 0.30 ~0.14 0.05 0.15 3.31 438.00 55003- 9513- 912~. 37159. ?724. 4~55- 192~7- 1515. 220. ~35.00 3.33 1.23 1.9o 1.93 0.050 0.050 0.036 0.000 ~10.00 20S8.00 0.0~009~ 1060. 1593. 610 2 0 0 0.00 369~.33 7366.3Z - 1~ ~,, CARD ~SEG ,~Ejk~ ~05.~C0 3Z~ SIVIDfD FLOW 3~70 ~f~CROAC~ENT STAfIONS= 2000.0 ~360.0 TYPE= 1 TARGET= 5360.000 SYN X-SEC T~KEN FROM 1"=40C' TOPO ~ND F~-C AND IFCDIII PLANS NOTE "N" VALUE TO REFLECT ENCRC~CHMENT IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES/F~-C FILL U.S, OF MUTTON 8RANCH AND IFCDIII ERAPEVI~E CRE~K IMPROVEMENTS INEFFECTIVE FLOW ~PE;S WErE BLOCKED OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAD AND ~R USING GR CARDS AT ELEV 4~5. AND450.0 -NON ON RIGHT SIDE THE FLCW WAS EXPANDED OUT TO THE EX. SWALE -NDM 905.30 29.97 439.97 0.00 0.00 440.49 0.53 0.21 0.14 ~0.00 55800. lS086. 25287. 11827. 452~. 3323. 3~82. 1959. 272. 426.00 0.37 4.13 7.61 3.13 0.050 0.050 O.CO3 0.000 413.00 2017.13 0.001219 600° 940. 1055. 2 0 0 O.O0 1502.96 7]60.00 1490 NH CARD USED *SECNO 908.000 3205 DIVIDED FLOW ]z, 70 ENCROACHMENT ST'~TIONS= 1115.0 _;320.3 TYPE= 1 T-~R]ET= 5~05.000 NH CARD REVISED TO INCLUDE STCI~R (4030 CHANGED TC 41'90) ...... NDM 4.111S5 Ii~EFFECTIVE FLO~ ARE;S '3N THE qIGHT SIDE DIS OF BELTLINE RD NDM PAGE Z5 1 1~, JUN 86 13: ~, ,,ER-Z BET ~;OM ThE c~IDS~ TC T~E EX. S,~ALE ~T ELi'V. ~'~- NDM , ~0~.~0 30.22 ~,40.22 C.00 '].30 4'~0-Dz' 0.~2 ~.39 3.JD ~5BO0- 13361. 38101. ~338. 2541- 5003. 114~. 2016. 27~. 0.38 5.26 7.55 S.78 0.050 0.050 0.050 0.000 413.00 1115.00 ~ 0.00196Z 250= 270. 200. 2 0 0 0.00 955=51 63Z0.00 0 CCRV= 0.300 CEHV= 0.500 ~ *SECN~ ~0~.693 32(>5 DIVIDE3 FLOW 3301 HV CHANGED MORE THAN HVINS jJh t~ 10:4o:~0 5512J136'W1 107 PAGE 23 ~7.L ~NCROAChMENT STATIOkS= 1000,0 0~51,O TYPE= 1 TARGET= 5~51,OO0 C/S SIDE PRDP, BELTLINE ~OAD BRIDGES 9Ca.~9 29.7~ ~39,78 C,00 ~,00 4~1.7~ 1.96 0,1~ 0,62 440,00 55~C3, 5561. ~8089, 2130. lSlS- 3996. 727, 2028. 280. ~46.00 O.~B 3.66 12.'34 2.93 0.050 0.050 O.OBO 0.000 ~10.00 112~.63 0.0~3728 59. 69. 6g. 2 0 0 0.00 704.41 6315.17 357C r~C~M~L ~iDGE,~D= 3~ MIN ELTRD= ~5.00 MA~ ELLC= ~4~.00 3~70 fhCROACHMENT STATIONS= 1000.0 6SSl.0 TYPE= ~.70 Z9.92 439.~2 0.30 0.00 4~1.78 1.85 0.03 9.03 4~6.00 ~5~03. 67~B. 45,05. 260B. 152~. 3912. 73~. 2028. O.J8 ~.4~ 11.~ 3.55 O.OSO 0.0~0 G.G~G O.QOO ~13.00 112~.c3 0.005664 1 1 1. 2 0 0 -159.74 70o.01 6315.37 *SECNO 909.6C0 ]265 DIVIDEO FLOW 3370 NORMAL 8RIDGE,NRD= 38 MIN ELTRO= 446.00 MAX ELLC= 446.00 3~70 ENCROACHMENT STATI9NS= 1C00.0 65~1.~ TYPE= 90~.60 JO.B2 ~4O.j2 0.00 D. O0 442.34 1.53 O.&5 0.10 4~6.00 55~j0. 7~0~. ~474~. 32~o. 17~5- 41!4. 0.39 ~.37 10.~6 3.00 O.GaC 0.050 0.63~ 0.003 ~13.00 1123.27 0.004710 9~. 9~. 9C. 3 0 0 -173.26 721.44 6310.7~ 0 PAGE 1~ JUN 5o 19:~6:1~ SECN.3 ~EPTH CWSEL C~I~S ~S5LK EG HV nL OLDSS ~ eL05 ~CH ~05 aLOB ACH AR05 VOL TWA LEFT/RIGHT TIME VLOB VCH VRC8 XNL XNC, XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ,SECNO 909.610 3205 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1000.0 6881.0 TYPE: 1 TARGET= ~B81,000 ~ UIS SIDE PROP. BELT LINE ROAD BRIDGES 9C;.51 ~0.79 4~0.79 0.00 O.O0 442.3~ 1.59 0.00 0.93 446.00 14 JUP. ~"~ 10:4~:~5 5512J1~'~1 103 P~GE ~5~(;~- 5025. 36391. ~75z'- 1~13. ~2Z~. 9Z1. 20~2- Z~2. ~.30 0.39 3.65 10.98 3.O~ 0.0~O 0.050 0.C~0 D.O00 ~13.0G 1123.31 0.005055 1. 1. I. 2 O O 0.00 ~20.9~ D~1~.69 · SECNO 910.000 3205 ~I~IDED FLOW Z j01 hV CHANGED MO~E TH~N H'~I~S 3473 E~,CROaCHMENT STATIONS= lCOO.~ 6~55.0 TYPE= 1 TARGET= 5365.000 F~OM .ALFP65. INSERTED X3 IN ~0~ ~10.00 31.97 441.97 0.00 0.00 442.72 ~58C0. 10109. 3~18~. ~504. 2~51. 4722. 215~. 2050. 28~- 418.00 j.39 3.~3 J.09 3.19 0.OEO 0.050 0.0~0 0.000 413.30 1075.55 o · SECNO 910.~00 ]265 DIVIDED FLOW ]]~0 NORMAL BRIDGE, NRO= 8 MIN ELTRD= 449.50 MAX ELLC= 44t. OO ]4~0 ENCROACHMENT STATIONS= 5920.0 11210.0 T~pE= 1 TARGET= ~290.000 FROM HALFF65. INSERTSD X3 IN 910.30 32.00 ~42.~0 C.O0 O. O0 ~42.80 0.80 0.05 ].03 4~9.53 5560~. 111~7. 3858~. ~CO4. 5252. 4o01- 23~5. 2057. E53. 449.50 0.39 3.43 ~.3g 2.c! C.O~O 0.050 0.050 3.000 ~13.30 5920.0D 0.0016~0 30. 30. 30. 2 0 I 1~ Ju~ 86 1'3:~5:1~ TIME VLO~ VC~ ~-C; XNL Xr~CH XN~ .TN EL',~ZN SST~ SLOPE XLO~L XLCH XLGSR ZTRI~L IOC ICONT CORAR TCPWID · SECN3 ~13.jG~ 3jTJ ,',~PAL E~:QS~,NRJ= ~ ~:N ~LT~3= ~.~0 M~X ELLC= j~7~ ~,CkO~H~h~T ST:TIONS= ~20.0 11Z10.0 T~PE= I T~GET= ~Z~0.000 ' 1~ jj,.-~ IC:4~:~ :51ZJ13a-~1 10§ ~AGa 25 F~O~ HALFcO5. Z~3cR~2j XJ ZN ~!j.50 ~Z.G~ ~42.0~ O.GO 3.0C 4~Z.~ 0.~0 0.C3 3.30 ~49.50 5~;0.3, 111Z2, 3~5]~, 009~. 32o5. 4609. 233~. 2061. 28~. ~.~0 0.39 3.4? 9.36 2,61 0.000 0.050 0.030 O.OOO 410.00 5920,00 0.301653 20. ZO. 20, O 0 0 0.OO 962.98 11210.00 E&H~= C.10~ CEHV= 0.30C ~2c~ ~iYIDED FLOW ]~7~ ENCROACMMENT STATIONS= 1100.~ D4~5.0 TYPE= I TARGET= 5395.000 FROM M~LFF65. INS~TED x3 ~N ROB ~11,50 32,43 ~2,~3 C.C0 3.00 4~3.01 0.58 0.15 0.32 440,00 ~5J03. ~o66, ~1310. 6824. 4~68. 5858- 409~. 2090, 287, 4~0.~0 ~.40 1.54 Z.05 1.67 0,150 O.OSO 0.120 0,000 41~.00 1100.00 0.:ZCl,~? 130, 100, 100. 2 0 0 0,00 1~3~,51 ~495.00 1490 NN CARD USE0 · SECNO 920.9?0 3205 DIVIDED 3470 ENCROACHMENT STArIONS= 2890.0 7080.0 TYPE= I TARGET= 4190.000 FROM HALFF65.* CARROLLTON LANDFILL EFFECTIVE AREA ADDED AT ---NDM STATION 2940. LEFT C8 N LOWEREO TO O.100, ---NDM .075 IN P~RK, .O65 IN GOLm COU?SE/CARROLLTON PARK TDPO ADDED ~20.~7 33.5~ ~3.57 0.00 0.30 443.73 0.21 O.7~ 3.34 434.00 1~5 - 12130- 6013 6503. 24~9. 336 ,3~.00 j5~OO. 19. 29oC1 ~680. · ].~? 1,4, ,,~2 1.33 0.031 0.05] 0.0~3 0.000 ~13.00 28~0-0~ 0.000531 980. 950. 550. 2 O O 0,00 0 PAGE 1~ JUN 80 10:46:1~ SECNO DEPT. CWS~L C~I~S .S~LK EG HV HL 3LDSS BANK ELEV ~ CLC9 ]Cn ~ROB ~L3B ACH AR05 VOL TIME VLO5 VCH VR06 XNL XNCH XNR ~TN EL~ZN SST~ SLOPE XLOBL XLCH XLOBR ITRIAL I0C ICONT CORAR TOPWID ENDST 1~93 N. CARD USED · SECNO ~]O. OGO ]~70 =NCROAChMENT STATIONS: 12450.0 15730.0 TYPE: 1 TARGET= 32a0.000 AOOED FRO~ RIVERCHASE ~OGEL/C~R~OLLTCN LANDFILL ENCR, +PARK ---NDM ~30.00 3~.~3 4~4.00 0.00 0.00 ~.2J 0.24 0,44 0.31 4J4,~0 55~03. 15014. 26602. 14184. 8432, 5198. 5241, 2877, 390. ~O.50 0.54 1.78 5,12 2.~1 0.050 0.045 0.040 0,000 40~.60 124~O.00 ;j.~03533 800. ~03. 690. 2 0 0 0.03 3280.00 15730.00 1~ JUN ~D 18:~:~5 5512J1]o*w1 1C0 PAGE 1~0 N, CARO USED · · SECNO ~37.JC0 { 3470 ENCROACHMENT STATIONS= 12600.0 15700.0 TYPE= I TARGET= 5100.000 ADDED FROM RIVE~CHASE MODELIC~RROLLTON LANDFILL ENCR. +PARK ---NON · ~ ~?.~0 29,9~ ~,~3 C.O0 0,00 ~44.57 0.1~ 0,5J 3,01 43~,00 ~5~, 2']125, 15~35. 19639, 13659, 42~3, 5~59, 3264, ~54, 4~0,70 ~:,51 1,~7 $.70 3,39 0,063 0.045 0,C~0 0,000 41~o50 12~00,00 · ~. 3.~CjDJl ~3G, 760, ~dO, 1 0 0 0,00 5100,00 15700,00 ,3 1,~0 ~h CAR3 ~5EO 3205 DIVIDED FLOW · ~253 CROSS SECTION 95C.97 EXTENDED 0.77 FEET · · ~zoo.ooo 3470 ENCROACHMENT STATIONS= 11850.0 15050.0 TYPE= 1 TARGET= AODED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. ADDED ---NDM '- ~50.~7 3~.27 ~44.87 0.00 0.00 445.11 0.24 0.51 0.0~ 443.00 55500. 8413. ZDa2~- 23550. 7607. 5277. 6030- 5911. ~45. 0,71 1,11 4,52 3,91 0,079 0,045 0.040 0,000 ~10,60 11650,00 · 0,000465 1320, 1320, 1320, 2 0 0 0,00 2916,~2 15050,00 o · 1 PAGE 29 14 JUN 86 10:46:19 TnIS RUN ~XECJTE[ 14 JUN HEC2 RELEASE DATED NOV 76 bPDATED MARC 19~2 ERRO~ CORR ' 01,02,03,0~,C5 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER IhDICATES MESSAGE iN S~MMARY OF ERRORS LIST · ELM FORK TRINITY RIVER ~. SUMvADY PRINTOUT TASLE 1~0 ~; SECNO XLCH ELT~O ELLC ELMIN Q CWSEL C~IwS EG IOK-S VC~ ~REA .OlK 8~.~03 C.CO C.O0 0.00 410.00 51400.00 4~?.49 0.00 4J7.55 1.55 2.06 20556-70 ~2195.99 ~ 56~.]00 O.CO O.O0 O.O0 ~10.00 4~200.00 458.55 0.00 ~38.41 1.36 2.14 23051.41 57~52.55 ~.$03 0.03 C.00 0.00 ~1C.00 55800.00 459.65 0.00 4J9.72 1.38 2.27 29G90.74 ~ 10:4~:~ ~512J13~*W1 100 PAGE ~?~.300 1370.C:~ C-~ C.CO ~IZ.GO 37400.G0 ~7.6~ 0.00 ~7.75 1.67 2.15 174~2.02 289~2.00 57~.000 1370.03 C.O0 0.C0 412.00 4~400.C0 458.55 O.CO ~3~.02 1.77 2.24 2!3~22.9~ a7~.000 1370.00 0.00 0.00 412.00 55~00.00 439.85 0.00 ~39.93 1.82 2.38 2~211.09 41307.99 ~0.000 200.00 0.00 0.00 412.00 37400.00 437.6S 0.00 437.82 3.88 3.29 13792.19 189~9.92 5~0.003 230.00 C.OO 0.C0 ~12.00 44400.03 ~3~.55 0.00 43~.65 3.88 3.3Z 17265.0~ Z2540.53 5~.003 200.00 C.OO 0.00 ~12.00 55~00.09 ~39.8] 0.00 439.99 3.65 3.36 22878.71 29274.94 ~95.900 1590.00 C.CO 0.09 ~10.00 37400.60 4S7.9$ O.O0 437.97 0.85 1.70 23~62.7~ 40005.39 ~95.900 1590.00 0.00 0.60 410.00 4~400.00 435.50 0.00 438.8~ 0.90 1.81 2~847.09 46F~.26 ~95.~0:3 1590.C-3 0.00 0.00 410.00 55800.00 4~0.09 0.00 440.14 0.96 1.96 31625.~2 57060.48 '~05.500 940.03 C.O0 0.00 410.00 37400.00 457.82 0.~0 458.29 11.17 6.67 5570.32 11191.59 90).300 9~0.00 0.C0 0.00 410.00 4~400.00 43~.~ O.GO ~39.15 11.77 7.25 9727.30 12939.~0 90~.300 940.09 C.00 0.00 410.00 5~830.00 ~39.97 0.00 440.49 12.19 7.61 11050.95 159~.25 905.000 270.C0 C.00 O.OQ 410.00 37400.00 ~3~.11 0.00 4]E.07 16.82 6.53 ~801.34 9119.12 908.003 270.C0 G.C'O 0.00 ~10.0U 44400.60 438.g0 O.uO 4~,.5] 1~.13 0.95 908.000 270.00 0.00 0.00 410.00 55800.00 440.22 0.00 440.94 19.62 7.53 8749.~1 1259~.09 90S.690 69.00 0.00 0.00 410.00 37400.00 437.87 0.00 439.19 25.61 9.59 4913.33 7391.38 90~.090 09.00 0.00 0.0.3 410.00 44400.00 43J.64 0.00 440.22 30.37 10.62 5443.65 8057.39 90~.690 69.C0 C.00 0.00 410.00.55800.00 439.78 0.00 441.74 37.28 12.04 0237.59 91~9.~9 40.45 9.69 4785.16 5880.18 908.700 1.00 446.00 446.00 410.00 37400.00 437.87 0.00 439.20 908.700 1.00 446.00 446.00 410.00 44400.00 438.67 0.00 440.23 47.47 10.64 5324.14 644~.58 908.700 1.00 446.00 446.00 410.00 55500.00 439.92 0.00 441.7~ 56.64 11.86 6173.04 7414.49 JUN 8~ 10:~6:~ S~CNO XLC~ ELIRE ELLC ELMIN ~ CWSE[ CRIWS ~G 10K,S VCH aREa .D1K 909.600 90.03 4~.~0 446.0'] 410.00 37490.G0 43~.41 0.00 439.52 35.76 9.19 5146.72 6254.00 9~9.503 ~0.C] ~6.!jC 4~6.0~ ~10.00 44~00.00 439.35 0.00 ~0.69 ~0.59 9.95 5?93.20 ~959.19 Q09.o13 1.00 C.CD C.C~J 410.0'D 3F~0~.00 438.41 O.CO ~9.59 22.o~ 9.13 ~0~.01~ 1.C:3 C.60 0.00 410.00 ~4~O0.CO ~59.3~ O.OQ 440.71 2~.91 9.9j 5~-5~ ~F23.~5 90~.61~ 1.00 ~.00 0.00 410.00 55800.00 440.79 0.00 4~2.38 30.55 10.90 695~.~ 9136.99 910.000 39.00 C.00 O.OD ~10.00 37400.00 439.1~ 0.00 ~39.82 16.75 7.31 7366.02 910.003 39.C] 0.00 0.00 410.00 44400.00 4~0.29 0.00 440.99 1~.26 7.65 ~390.53 10~91.~3 913.00~ 39.05 C.O0 0..30 ~10.00 55~DG.00 4~1.97 C.~O ~Z.72 19.69 8.09 1~025.09 I;10.300 ]O.CD 449.50 4~7.CD 410.00 3F400.00 439.19 0.00 4~9.87 14.20 7.3~ F515.97 992~.21 ~10.300 30.09 4~9.50 ~47.00 410.00 4~430.00 440.32 0.0'3 441.0~ 15.26 7.82 ~579.5~ 11~7.77 013.300 JO.C] ~9.50 ~47.0~ 410.00 55800.00 442.00 0.00 4~2.80 10.46 8.39 1017~.92 13F5~.~7 910.500 20.03 ~9.50 4~7.00 410.00 37400.00 439.23 0.00 ~9.90 14.10 7.~ 7544.~1 99~1.57 01~.500 20.~3 449.50 4~7.00 410.00 4~00.00 440.36 0.00 441.09 15.14 7.80 8611.27 11~12-~4 1~ J'jN ~ 1~:~D:~ 55123136*W1 100 PAGE 310.500 20.0!3 4~9.50 4~7.00 410.60 55300.00 442.0~ 0.00 442.84 16.32 ~.30 10213.1~ 1~800.96 911.500 100.C0 C.00 0.00 410.00 27400.00 429.55 0.00 440.06 14.60 6.35 10261.54 9~.95 911.500 100.00 0.00 0.03 410.00 4~400.00 440.72 O.OO 441.2~ 14.52 6.6~ 12124.51 11649.60 911.500 100.C0 C.UO 0.00 410.00 55800.00 442.43 0.00 443.01 14.17 7.05 14922.4F 14824.~8 ~20.97~ 950.00 C.00 0.00 410.00 3F400.00 440.~9 0.00 440.99 ?.01 5.11 146]0.86 14123.06 029.97~ 9~0.C0 C.~0 0.00 410.00 44400.00 441.~6 O.OQ 442.12 6.24 5.02 1~697.Z5 ~.970 9jD.O] 0.00 0.00- 410.00 55800.00 442.5~ 0.00 443.7~ 5.31 4.02 246~5.E1 24210.28 930.000 902.00 0.00 0.D0 409.00 27400.00 441.2~ 0.00 441.72 9.52 6.1~ 9998.00 12114.51 !)30.000 903.00 C.O0 C.']O 409.60 44400.00 442.3~ 0.00 44~.71 7.~1 5.68 13597.49 16312.36 933.000 903.C~ 6.~0 0.00 409.60 55800.00 444.00 0.00 444.22 5.33 5.12 188~1.44 2~1~9.~1 9S~.~00 7~0.09 C.0~ 0.00 414.50 3~400.00 442.0~ 0.00 ~2.2~ 3.79 2.56 16506.49 19210.58 93F.~00 7~0.C0 0.00 C.OO 414.50 44400.00 442.99 0.00 4~].1] 2.6Z 2.6~ 19357.77 037.80~ 7~0.B0 C.CO 0.00 414.50 55~00.09 444.43 0.00 44&.57 3.31 3.?0 23~01.0~ ~06~5.26 ~U.~ZO 1320.00 0.~0 C.00 410.60 37400.60 442.57 U.00 4~2.7~ ~.71 ,.I~ 125~3.50 17226.2~ 950.970 1320.00 0.00 0.00 410.60 44400.00 443.4? 0.00 443.70 4.80 4.32 149~4.31 20271.08 950.970 1320.00 0.00 0.00 410'60 55800.00 444.8~ 0.00 445.11 4.65 4.52 18914.32 258?0.00 P&GE 31 14 JUN 86 10:46:1~ ELM FORK TRINIIY RIVER SUMM~R~ PRINTOUT TA~L~ 150 SLC~40 Q CWS ~L DI=~SD D[FWSX DIFK~S TOPWIP- XLC~ 864.300 27400.03 437.~9 O.C.O 0.00 0.00 39~4.94 0.00 864.300 ,~200.C0 ~8.35 j.bO C.O0 0.00 3949.~2 9.00 8~4.200 55800.C0 429.65 1.20 0.G0 0.00 3956.94 0.00 ~75.000 374~0.C.] 437.66 C.O.] 0.19 0.~ ~713.bo 1370.00 BTa. OOO ~4~OO.CJ ~5a.5~ 3.~? O.ZO 0.0'3 3993.1~ 13~0.00 675.003 55~00.0] 439.~5 1.21 ~.20 0.00 4165.71 1370.00 880.000 3~400.0~ 437.~ 0.00 0.01 0.00 365~.97 200.00 880.000 44400.00 428.56 0.88 0.02 0.00 4143.69 200.00 ~80.000 55890.0~ 439.08 1.22 0.03 0.00 4301.05 200.00 895.900 3~400.C0 43~.93 O.GO 0.2~ O.CO 3031.57 15~0.00 ~'~j.~00 ~4490.0J ~J~.SO C.~0 0.23 0.00 2619.20 1590.00 s~~.90J 55800.00 440.09 1.30 0.21 0.00 3698.3~ 1590.00 V05.300 37400.00 437.02 '~.00 -0.11 0.00 1233.50 9~0.00 905.300 44400.00 428.68 0.66 -0.12 0.00 1446.17 940.09 905.300 55800.00 439.97 1.29 -0.12 0.00 1502.9~ 940.00 n~ 10:45:~6 ~512J136'~1 100 PAGE 2~ ~C~.GO0 37400.E0 43~.11 0.00 0.29 O.C'O 909.ol 270.00 383.060 4~400.09 438.~0 O.~ 0.2~ 0.C!3 919.08 ZTO,CO 95J.300 55800.60 ~0.22 1.2~ 0.25 0.00 9J5.81 2?0.00 90~.690 37400.00 437.87 0.00 -0.2~ 0.00 6~1.80 59.00 QCS. 690 ~4400.00 438.64 0.77 -0.32 0.00 690.94 59.00 ~0~.~90 55800.60 4J9.73 1.14 -0.4~ 0.00 704.41 ~9.60 ~.~00 S14OO.O] 437.~7 0.00 0.00 0.00 6~1.82 1.~0 ~3~.~09 ~00.00 438.e~ ~.60 0.0} 0.0~ 691.31 1.~0 908.~00 55~00.00 439.92 1.2~ 0.1~ 0.00 ~06.01 1.00 QC~.o00 37~]0.C] ~38.41 0.e0 0.5~ 0.00 6~8.20 ~o.Eo ~,]9.600 4~400.,~} ~s9.3~ 0.9~ 0.6~ 0.00 ~99.47 ~0.00 Q69.609 55800.00 ~0.~2 1.46 0.90 0.00 721.44 '~0'.00 ~.~18 3~00.~0 ~J8.~1 0.00 0.00 O.O0 688.2~ 1.0,3 ~0~.~10 q44~0.00 439.35 O.g~ -0.01 0.00 D~9.40 1.80 ~0~.~10 55800.00 ~0.79 1.~ -0.03 0.00 720.9? 1,05 910.000 37400.00 439.1~ 0.00 0.75 0.00 8~5.55 ]9.00 910.000 44~00.00 440.29 1.14 0.94 0.00 963.81 39.00 910.000 55~00.G0 441.97 1.68 1.1~ 0.00 982.6~ 39.00 910.]00 3~400.00 419.10 0.00 0.04 0.00 9~1.57 ~0.00 910.]00 44400.00 440.32 1.13 0.03 0.00 946.70 SO.O0 910.300 55800.00 442.00 1.67 0.03 0.00 962.66 ~0.00 PAGE JUN 86 10:~6:19 SECNO Q 6WS~L DIFWSP DIFWSX 3IFKWS TOPWID XLC~ 910.500 ~7400.00 439.Z3 O.O0 0.03 0.00 9~2.01 20.00 910.500 44400.00 4~0.36 1.14 0.04 0.00 947.11 20.00 913.500 55~30.00 ~42.C- 1.e~ C.O~ O.C.O 9~2.~6 2~.00 911.500 37400.03 430.55 C.~0 0.3~ 0.00 1520.15 1:]0.U0 '~11.500 ~400.0] ~O.F~ 1.1F 0.3~ 0.00 1635.~7 130.00 ~11.500 55800.03 4~2.~3 1.71 0.39 0.0~ lo36.51 100.00 920.970 37400.00 ~40-69 0.00 1.15 0.00 ~432.72 9j0.00 929.9?0 44400.00 441.~6 1.17 1.15 0.00 34~6.32 950.00 ~23.970 55800.G0 4~3.57 1.71 1.14 0.00 348~.46 950.00 '~3.030 37430.~0 441.25 C.OO 0.59 0.00 3280.00 903.00 ~30.003 44400.00 4~2.J~ 1.10 0.52 0.00 3280.00 ~33.00 030.000 55890.09 444.90 1.51 0.43 O.O0 ~Z80.09 903.00 g3F.800 37400.00 442.07 0.00 0.79 0.00 3100.00 750.00 93?.800 44400.00 442.99 0.92 0.61 0.00 3100.00 750.00 ~37.~00 55800.00 444.43 1.44 0.44 0.00 3100.00 750.00 350.970 37400.00 4~2.57 C.OO 0.50 O.CO 20~9.4~ 1320.00 ~j.973 4~400.00 4~3.47 C.90 0.4d O.CO 2724.79 1320.00 ~ ( ~50.~70 55800.00 4~4.S7 1.40 0.44 O.O0 291a.~,2 1320.03 I ~GE 33 ~ 14 J~N ~ 13:46:1~ · SUMMARY OF E~ORS AND SPECIAL NOTES PAGE 1 1~ JJN 8~ 10:~b:43 1HIS RUN EXECUTED 14 JUN 86 10:46:41 HEC~ RELEASE DATED NOV 7~ UPCATED ~ARC 1982 ERROR CORR - 01,02,05,0~-C5 MOO~FZCATION - 50,51,52,53,5~-55 jjF, ~ 11:Cb:Og ~512J136*w1 100 PAGE 1 ''*'***'w***w*w*ww*w****'***wtw*****w*********w***w*** * U.S- ARMY CORPS 0= EhGINEERS ~Te~ SURFACE ~ROFIL~S * ALTO2 S00'/260'/300' BRIDGES - T~E ~YD~O~OSIC ~NSI~E~Z~a CENTE~ VE~SZON OF NOVEMBER 197~ * * 609 SECOND STREET, S~ITE D · UPDATED M~RC~ 19~2 PLJTFILE VERSION * , , CAVIS, CALIFORNIA 95~1~ , (91~) 440-2105 (FTS) 445-2105 ~UN DATE 14 J~N 85 TIME 11:O5:42 w ,,***************w************'*****'* · · X X XXXXXXX XXXXX XXXXX ~ X X X X X X X ~ X X X X X XXXXXXX XXXX X XXXXX XXXXX ~ X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX I PAGE 1 1~ JUN 86 11:05:~Z ~ THIS RUN EXECUTED 14 JUN B6 11:O5:42 ,~****,w,~*******~w***t~,~**~,~,~******ttt*****~** ~EC2 RELEASE DATE3 NOV 7e UPCATSD ~RC 1952 ? ERROR COR~ - 01,02,05,;~,C5 MOD[F~CATZON - 50,51,52,53r5~,5~ C ,., ll ELM FORK ~ODEL ~IT, D~CP. PRI."GES-ALT. 1- 300',260 T2 UDC;TEn_, 5Y DLJ ~N3 ~L~ ~/~ ~3~ BELTLZ,NE ~O~D "ELuP~O~ T5 ELM FJRK TRINITY ~IVE~ ~IT~ LL~E~IFILL P~OJECT J1 IC~ECK INC NZt, V ~jI~ STKT METRLC H~INS ~ ~S;L F~ I -1, 4. 0, 0. 0.00,3030 0,00 0.0 0. J2 NPROF IPL3T PREYS XSECV XSECH FN ~LLDC ISW CHNIM iTRACE I .CG~ C.~JS -1 .CJC j.C, 0C '3.C.2C C.U3~ O.G:30 9.OCb O.C3~ ~ J] V;~IABLE CODES FOR SUMMARY PRiNTCUT I 5 C. C OC O · 000 0. C O0 O. COO 0,000 C · OOO O, C gO 0, OOO 0,000 0. 000 mt 1~ J~. ~D 11:C~:]9 ~512J130'~1 103 ~A'&E 2 ~lm ~iT 7.000 1~00.']00 30200.COC ~7400.O00 37400,00'3 59500.000 55830.000 4~200.000 0.000 O.COO ~C 0.075 3.070 0.045 0.1']0 0.300 O.OOO O.O00 O.OOO 0.000 O.CO0 ~, 8.000 0.350 99~3.C00 0.035 10~55.C00 0.050 10730.000 0.100 10740.000 0.050 (' ~H 10950.000 0.100 11CoO.CO0 0.050 15474.000 0.035 13670.000 0.000 0.000 O.CO0 MODEL DEVELOPED 8ASEC ON CURRENT =IS MOOEL OF 318~ ' FILE -NDM "ELMBLTR" (NATURAL RUN) AND "ELMBLF~R" (FLOODWAY RUN) -NOM AS ELMFISX - THIS VER$ZON W~S FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT F~LL IN rILE" ELMFISXR"- NOM FROM dALFF65. PEVISE~ TO REFLECT IFC31II O'FLOW SHALE 'HAL~F ~ ~1 ~4.300 3~.003 107~0.C00 10930.030 2500.C~0 2200.000 24]0.000 O.CO0 0.000 0.000 G~ 4~5.000 9~00.030 ~]o.000 ~925.000 435.800 9953.000 423.450 10020.C00 423.450 10320.600 G~ 435.000 10355.000 435.000 10356.030 4S5.C00 10357.000 455.000 10500.000 436.000 10550.000 ,3~ ~O.bO0 10700.000 ,30.000 10740.000 454.C00 10760.000 452.200 10790.000 423.200 10820.000 GR ~11,000 10J~3.]03 410.000 lOgOO,OQO 421.000 10920.00~ 4~5,000 10~70,000 456.000 109~0.C00 0 4~6.700 11400,000 435.G00 11730,000 434.000 11200.000 ~R 4~.500 11363.000 436.000 1130.000 4~4.100 13001.000 425.500 15831.C00 { G~ ~34.000 13474.000 4Z5.500 15508.000 424.100 156~9.000 - GR 430.400 13~21.000 ~31.800 1~850.000 446,200 13890.000 0.000 0.000 0.000 O.GO0 · NH 8.000 0.0~5 13~5.000 0.0~0 2260.000 C.lO0 2325.030 0.050 26Z5.000 0.100 NH 2900.000 0.050 3000.000 0.080 47~2.000 0,035 5199.000 O.O00 0.000 0,000 QT 7.0OO 16500.000 30ZOO.O00 37400.000 37400.000 59500.000 55800.000 44400.000 O.OOQ 0.000 Xl 878.000 37.000 2325.000 2625.000 1200.000 1400.000 1370.000 O.OOO 0.000 0.000 GR ~45.000 1000.000 424.000 1062.000 424.000 1362.000 431,500 13~5.000 431.500 1385.000 , GR 434.000 1565.000 434.C'30 1565.000 4~4.000 1565,000 4~6.000 1~50.G00 436.000 2125,000 · GR 438.000 ZZ6O.OOO 439,000 2325.000 430.C00 2350.000 412.000 2390.000 412.OOD 2450,C00 GR 421.000 2470.000 430,000 2540.000 432,000 2555.000 434.000 2575.000 436.000 Z590.GO0 GR 438.000 2610.000 439.000 2625,000 438,000 2900.000 437,400 3000,000 436.500 3500.000 ~ GR 436,000 3~50,000 ~36.000 4000,000 435,600 ~ZOO.OOO 436.000 4500.000 436.000 4762.000 PAGE 14 JUN 86 11:05:42 I ~4,300 4956.000 425,790 510~,030 433,803 51~5.C00 G~ ~5.000 51b~,009 ~40,600 jlQ9,CGO 0,000 0.000 O,OOO 0,000 C.~O0 ~H ~.OOC 0.350 1320.000 0.050 2260.030 0.1,30 2325.000 0.050 2625.000 0.100 ~ ~ 2,30.000 0,053 3CCG,CO0 G.C~G ~7~2.000 0.835 5199.030 0.000 0.000 0.003 FROM ~LFFo5 Fe-C S'.~LE EN£S ~ N ~N] DF F~-C LEVE~- REVI~O TO REFLECT IFCDI[I C'FLCW ShaLE { LEVEE. NOT= "N' VALUE TO ~E~LECT Q~C2 T~C~ ~N? TCWE~S :N ~LQODW~Y xl ~80.030 32.300 2325.000 2625.030 ZvO.COG 200.0~0 230.02:5 j.COb O.OSC O.C~ GR 458.030 850.000 410.000 1000.033 420.500 1200.000 436.000 1320.000 436.000 2125.030 ~ GR 438.030 2260.000 439.000 2325.030 430.030 2350.000 412.000 2J90.000 412.000 2450.000 GR 421.000 2470.000 450.000 2540.030 432.C00 2555.000 434.000 2575.G00 436.000 2590.C00 G~ ~3B.CDC 2013.900 43~.C00 2~25.0J0 438.000 2900.000 437.430 ]000.000 436.500 3500.C00 '- , G~ ,LC.LCC 3.5j3.~J ~5~.'.'~ ~333."j3~ ~$.~]C -230-q!jL: ~.CDO ~SOC.C'.]O 43~.000 GR ~25.700 4505.000 ~24.3.30 ~944.030 424.300 ~956.000 425.730 )139.C'30 ~35.050 51~5.':CL GR 435,000 516~.'300 446,600 ~109-0!30 O.OO0 0.DO0 0.000 0.COO 0.000 O.CO0 ~ 0,050 4997.CC0 0.100 5042.000 0.050 NH 7.000 0.350 4670.000 0.1'30 ~7~0.000 0,C30 NH 5732.000 0.050 ~671.600 0,035 F513.G00 0.000 0.000 0.000 0.000 ~ 5YN- X-EEC TAKEN ~~P 1''=~{]0' T'3PO ~ND FE-C AND IFCDII PLANS NOTE "N" VALUE TO REFLECT R~CE TRAC~ AND TO,ERS IT4 FLOODWAY ~; 14 JE~, 05 11:C~:39 5512J155,w1 100 PAGE SHO~S O'BAN~ CLEARING :OT, SIDES, FB-C FILL U.S. OF hUTTON BRANCH AND ZFCDIZI GRAPEVINE C~EZK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE ~LOCKED OUT DUE TO THE EFFECT -NDM ~T' OF aELTLINE ROAD AND R~ USING GR CARDS AR ELEV 450. -NDM Xl 6~5.900 62.000 47~G.000 ~9~7.000 1050.000 610.000 15~0.000 O.OgO 0.000 0.000 x] C.00C 0.300 0.000 2098.000 0.000 0.000 0.000 0.000 0.000 0.g00 x4 1.030 ~50.000 4429,g00 0,000 0.000 0.000 O.OOO 0.000 0.000 0.000 ~i,, ~2.300 1300,300 ~.330 lg~,000 438,200 202].000 45~,000 2C~O,GO0 456,0~0 2100,C00 !~ ~.000 2110.000 4~2,000 ~1]0,030 ~32,C00 ~160,000 430.000 2170,000 428,000 2185,C00 ;~ ~27.0J0 2210,303 ~2~.C00 ZZ]],O00 430,030 2245.000 452,000 Z260,CO0 ~34,000 2270,C00 GR 4j~.O00 2]00,000 4~0.000 2316,000 430,000 2726,000 4]0,200 2~ZO,CO0 450,000 2B20,C00 G~ ~SB.OOC 44]0.300 ~3~.000 ~670.000 436.000 4740.000 43~.000 47~5.000 43Z.000 4Z~O.CO0 S~ ~JC.OOC 4~93.000 42~.000 ~30,030 410,000 4825.000 410,000 ,935,000 428,000 4g~O.CO0 b~ 430.OJC ~993.900 43d. O00 ,9~7.0J0 ~39.C'30 50,2.000 437.800 52~5.000 43B.000 5250.C00 G~ ~Ob. OOC 5~.JO0 430.030 52!2.030 436.000 5311.000 4~o. C00 ]317.C00 438.030 53~5.000 ~ GR ~5.000 5554.000 436.000 5356.000 456.000 5~00.000 435.000 54~7.000 459.100 5509.000 GR 4~.000 5564.000 ~]O.COO 55~4.000 4~6.000 5603.000 4~5.~00 5~6.000 4]5.500 57~2.C00 GR 4~5.200 6071.003 4Z5.900 6108.000 424.500 6250.000 424.500 6252.000 426.000 6402.000 ~ ~;~ 4Z~.030 65~0.gC0 429.C~0 7255.03'] ~30.C~0 7334.000 435.000 ?~Z2.CO0 43~.000 7552.C00 GR 442.000 737].000 442.100 7513.000 0.000 0.000 0.000 0.000 0.000 0.G00 SZO0.O00 O.QSO ' NH 5.000 0°050 4895.000 0.100 4953.000 0.050 5110.000 0.100 NH 7712.000 0.000 0.000 0.030 0.000 0.000 0.000 0.000 0.000 0.000 SYN X-SEC T~KEN FROM 1"=400' TOPC AND F~-C AND IFCOIII PLANS ~ NOTE "N" VALUE TO REFLEC1 ENCROACHMENT IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIgES, FB-C FILL U,S- OF HUTTON ~RANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS ~ INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM 1 P~GE 1~ JUN 86 11:05:42 ~ELTLZLE ~C~S AN~ R~ USING G~ C~OS ~ ELEV 445. AN~SO.O -N~M ' ON RIGHT SIDE THE FLC~ WAS EXPAt~g~O O!JT TO TH~ EX, S~ALE -NO~ Xl 905,300 01,300 ~955,b00 5!10,030 600,OOO lC55,C00 Q~O,OOO O,COO 0,030 O,COO X5 O.OOC 0.000 0.000 2000.000 O.CO0 7560.000 0.000 0.000 0.000 O.CO0 _ X, 1,000 ~3~,403 2~1&.C'OG 0,030 0,000 0,000 0,000 O,OOO 0,000 O,COO G~ ~42.5,30 1309.303 4~2-~r)O ZS]O.03J ~3~.5'30 2OZ6.COC 4~.030, ~130.C00 43~.030 2120.030 G~ 432.Cr30 222&.'JO'3 430.03L 2253.0,3~ ~25.030 2205.00U ~2~.03U 2278.030 ~Z~.OOO 2290.C;jO GR 450.030 2~49.06.S ~5C.C~ 25~6.030 ~3~.CjO 2clQ.~,JG ~ES,OOO ZolC.COC 450.CJC ~3~G.COG GR ~50.090 ~773.000 440.000 ~770.030 ~]8.400 4810.000 43~.400 ~05.000 ~40.000 ~914.000 J GR 4~0.000 4~5S.000 ~]b. CO0 ~3.0'30 4~8.C00 4971.030 410.000 5050.000 ~10.000 507B.000 GR ~14.000 5085.000 ~15.000 50]9.000 ~18.000 5093.000 4~0.000 5096.000 422.000 5102.C00 GR ~4.000 5105.000 426.C00 5110.000 428.000 51S8.000 450.G00 5200.000 432.000 5240oC00 ,:. ,~.:l)': ~?~5..?'2: 4~.,1~C 57~C.09C ~3~.030 52~9.000 4~.03C 5300.030 458.030 5555.C00 ,:~ ~S.u~G 5355.JOb 4~5.630 57~3,C30 ~5.CCU olDO.CO~ G~ 44~.300 0625.~O0 4~.030 5528.030 450.COO ~924.000 4~5.250 a~25.000 435.200 7020.0OO ~ GR ~.OaO 2155.303 ~34.CS0 ~205.O30 ~34.200 ?OBO,UOO ~35.500 GR ~2.~'30 7712.300 C.CO0 O.OgO 0.000 0.000 U.GJO U.CO0 0.030 O.CO0 N~ ~35.OOG S, jLj ~.~J.L ].~)S O,CCC C,jOC .,C23 O.9DO '3.000 C,COQ ~! 1. j jr, ~D 11:C::j~ ~512J1.~5*w1 lot N~ C~5 ~VISED 1'2 :hLLUL: STCh< (~333 C~NSED TO ~l~j) ...... i.~=FF_-~TiV ;_~., ~..~: p, T~E P'~T S:3E DIS OF £=LTLIr~ ~ ~1 ~jS,0jC 40, jO] 35~,C.D0 41~0,030 250.0J0 230,000 Z~O,O!]O 0.000 O,OOO O.CJC ~5 O.OOO O,OCO d. O00 1115,030 O,C.]O 03~0,000 O,OOO O,GOG 0,000 O,GO0 x4 1,C00 44~.500 3~00,C00 0.000 0,0]0 0,000 0,000 O,O00 0,000 O,O00 ~ !.;~ ~45,000 1000,30'3 ,3c,000 1130,000 43e,0,]0 1130,000 4~4,030 1150,000 4J2,000 1220,C00 ~ ~C,O00 1250,300 ,2~.030 1270,03u ~2S,COu 12~3.000 4~0,000 1305.000 432.000 1325,000 ~ 43~,000 13~5,003 4j4,000 13~5,030 435.130 14j0,500 4,g,500 1451,000 449,500 1500,C00 ~,~ 4~C.030 3o05,303 4,0,C00 5550,030 4JO,CO0 ~540,000 410,000 3900,G00 ~10,000 J~26,000 ~R ~16,0~0 3~60,000 43~,C00 40~0,030 43~,000 4053,000 4~0,000 ~lO0,O00 43~,000 4170,C00 GR ~40,000 4190,300 ~g,CO0 4190,000 449,500 4200,000 449,500 5984,000 434,900 5995,C00 GR ~5.530 6100.300 4~5.500 ~131.0'30 4J6.000 0105.000 4~2.000 6200.000 4~2.000 5210.C00 GR ~jo. OOC o~20.3~3 ~o. CO0 ~3~0.010 437.000 6341.000 4~7.000 0~0.000 450.000 55~1.000 · kc O,OaO 0,9~0 O,C. 50 0,300 0.500 0,000 0,000 O,CO0 0,000 O,GO0 DIS SIDE PROP. BELTLINE RO~O 6RID5ES xl 908,690 60,300 3790.C00 40~0,000 69,000 09,000 69,000 0,000 0,090 0,~00 ~ x3 0,000 0,920 O,O00 1030,030 0.030 68~1,000 0,009 0,000 0,000 O,CO0 GR 440,000 1000,300 440,000 1119,0~0 443,000 1120,000 417,000 1129,600 414,]00 1218,500 GR 4]4,300 1221,000 434,000 1210,000 434,C00 1210,000 414,000 1210,000 4]2,000 1245,800 . ~m~ GR 4]0.000 1255.000 ~]0.000 1285.000 4]2.000 1290.000 4]~.000 1300.000 4~4.500 1319.000 GR 414.600 1121.500 ~]7.000 1411.000 ~37.000 1411.000 443.000 14~0.000 44].000 1420.000 GR w~6.000 1421.000 ~6.000 37]0.000 4~6.000 3790.000 4~3.000 37~0.000 440.000 ]815.000 GR ~]C.000 ]8~0.Q00 418.~00 J87~.000 417.800 38~6.500 410.000 3900.C00 410.000 ]950.000 GR 415.600 3964.000 416.600 3966.500 430.000 4000.000 4]4.000 4020.000 440.000 4040.000 GR 44].000 4050.000 4~.000 4050.000 446.000 40~0.000 44~.000 4085.000 446.000 5670.~00 · ~ GR 446.000 6019.000 4~3.000 6020.000 417.000 ~029.000 4~?.000 6118.500 437.000 ~121.000 GR 436.000 6199.000 433.000 6210.000 413.000 6218.500 4]3.000 ~221.000 4]3.000 62]0.000 GR 436.00~ 6242.30~ 437.C0~ D~11.030 443.000 6320.000 4~5.000 6321.000 4~6.000 ~405.eOO ~ GR 446.000 8410.~30 44~.000 ~0.000 ~D.000 9]40.000 440.000 9345.000 ~6.000 11030.00~ I PaGE 1~ JUN 86 11:~5:42 Xl 908.~00 0.300 C.CO0 0.000 1.000 1.000 1.0~0 O.CO0 0.000 0.000 X~ C.O~C .3,]00 C.OJO 4,3.000 ~6.000 0,000 0.0']6 0,000 0,000 O,COO x~ O,OJU O.J~ b.~0C 10~0,0'~ G,OOC ~.OCO 0.0']~ C,~?O C,CJO G.C00 dT -3~,0,]C 1303.20'~ ~c,CCO ~5,0'3'? 1119,000 4~6,000 4~6.000 1120,CJ0 ~,030 O,OOC 1221.30'~ 4~,030 ~-3,000 1319,000 ~6,000 4~3.000 1319,000 4~6,030 ~ 0.000 1321.500 4~.000 4S4.600 1121.500 4~6.000 44].000 1420.030 4~6.000 4~.000 G.O00 1~21.000 4~6.000 4~6.000 3?90.000 446.000 4~6.000 3?90.000 446.000 44].000 0.000 30~.00~ ~b. O00 4~3.000 3874.000 446.000 418.~00 J876.500 406.000 417.800 C.O]O 3%76.5~'3 ~.COO ~3.090 3064.000 446.000 403.000 3054.C~0 4~6.0~0 415.600 0.0.30 4050.000 ,~6.090 4~5.000 5019.000 446.000 4~6o000 6020.000 ~,6.000 443.000 i~ O.0JC 611~.500 4~0.000 4~3.030 0118.500 446.000 43?.000 ~121.000 ~6.000 437.600 C.000 6121.300 44e.000 443.030 6218.500 4~6.000 4~3.00G 0218.500 446.000 433.C00 0.030 6221.000 446.000 4]3.000 6221.000 4~.000 4~].000 63Z0.C00 4~6.000 443.000 ~ G.GOG o321.000 4~c.030 ~6.000 110J0.000 4~6.000 440.030 *"" 1,, jJh :'.3 11:5~:=3~ ~51.ZJ15'-,*',~1 1G~j DACE X 1 c~,Jg. ~'30 O. JOJ O,GJO O ,030 gO,COO gO,O00 ~O,CDO 0,000 0,0'30 O,CO0 ~ Z C.OOG 0,3'30 O.r~.30 O.ODC 0,030 0.000 1,000 O,OOC O,CO0 0,000 x~ C,OOC 0.300 O,COO 1003.000 O.CO0 6B~1 ,GO0 0,000 O,CO0 0,030 O,CO0 UIS SIDE PROP, BELT LINE RO~D B~IgGES 0,000 0,000 xl 939.610 0,000 0,000 0,000 1 .CO0 1,000 1,090 0,000 ~5 C,O'3O 0,30=3 C,CO0 1C30,030 O,OOO 6881,000 0,030 0,000 0,000 0,000 F~C~ HALFF65, IhSE~T~D X~ IN ROB 0,000 O,CO0 xl ~10,090 40,030 37`*C,C00 -,O~5,0DO ~g,C.30 ]9.000 ~9,690 O,CO0 x~ C,O00 0.000 0,030 1030,030 0,000 6]a5,000 0,000 0,000 0,030 O,CO0 x,, 3,OOC ~40,000 1125,000 4~4,530 11~6,000 440,000 1415,C00 0,000 0,000 0,000 G~ ~,~,~.5.j0 1003.300 4:,g,500 1075,030 4]5,800 107~,000 4]4,000 1200,000 4]0.000 12S0,000 G~ ~30.030 1300.,309 4~z,-OoO 1370.030 43o.030 1400.000 4~0.630 1~70.000 ~49.530 1~76.C00 Ga 4~9.500 372~.D00 442.000 3730.000 442.C00 372,0.000 ~40.030 3750.C00 458.C00 3~00.C00 ~ GR ~,JO.O00 3540.900 410.C00 3900.000 410.000 ]950.000 450.000 ~,000.000 434,000 ~,010.C00 G~ 43~.000 4035.003 43~.000 4045.000 449.500 4050.000 450.000 5~10.000 450.030 GR 45C.000 5984.900 434.840 5955.030 434.000 61~0.000 4]3.000 5200.000 4]3.000 6250.000 i GR ~33.aOd 6110.J00 45;,.000 o330.030 43~.900 ~6~,0.000 450.000 56]5.000 450.030 ~]50.600 GR 4]?.500 8155.000 438.000 9000.000 459.000 9280.000 450.000 92a5.000 450.000 10265.000 FROM HALFF65. INSERTED X3 IN ROB 0.000 O.CO0 Xl 910.300 5S.00'3 8550.000 3840.000 30.000 30.000 ]0.000 0.000 X] O.OOC 0.000 0.000 5920.000 0.000 11210.000 0.030 . 0.000 0.000 0.000 ql BT 8.000 5900.000 449.500 4~6.5,]0 (}]O0.CO0 ~,49.500 446.500 8580.000 449.500 446.500 8T 8840.000 449.500 446.500 10450.030 450.000 447.000 114]0.000 450.000 447.000 11190.C00 BT 450.000 447.000 14100.000 ~50.000 447.000 0.000 0.000 0.000 0.000 0.000 ~ GR 449.500 5900.000 4~,6.500 5900.000 4]8.000 59]0.000 416.000 5940.090 4]6.000 5970.000 GR 434.000 5980.900 ~,32.000 607.0.030 4~0.000 6090.000 430.000 6150.000 432.000 6ZOO.COG GR ~34.000 6220.00,0 ;,jC.COC o25C.033 ~,38.C00 6270.000 440.000 62~0.000 446.500 5390.000 ':~ G~ 4~9.533 o300.'3'33 .~.500 J5~O.O)D 4~6.500 85S0.000 4]O.OOL] 8590.000 410.000 ~650.C00 GR ,.10,030 =700,.300 430.03C j760,030 z, 5,-,,C0,5 5770.000 ~3~,030 8d90,000 446,500 56:0,C0:Z G~ ~4'~.50.0 BJ43. ]GO 45~:.CCC !0~0.032 450.0,3'3 104~0,000 450.0'30 10470.036 450.030 107~9.COC GR 457.4~0 10753.900 436,000 10~0.C'30 456,700' 10950.000 ~5.6'30 11020.000 432.030 110j0.C3~ GR 454,000 11080,000 ~50,000 11100,000 456,C, 30 11140,00U 47_,~.900 11430,000 450,000 1144~,C00 GR ~50.093 11480.000 450.000 11480.030 450.000 1~190.000 447.000 13190.000 440.000 112;>0.000 P~GE r I 14 JUh ~ 11:35:47 G~ z, Od.C, 3C 1~.310.300 43'3.00~ 13© 440.C.33 134o5.030 4~2.C'j~ 15490.CJL ~,~2.030 15010.630 GR ~4C.OOO 13~70.000 43,).500 15700.000 4~O.OOO 13730.000 440.G00 13970.C00 z,~9.200 lz, 020-GO0 IlL GR 440.000 14070.000 447.000 1~100.000 450.000 14100.000 0.000 O.OOG 0.000 0.000 FRO~ HALFr-65. INSE;tTED X3 IN POe O.C']C; O.C00 O.C'3O , '~ ~ I ,:. i- 3 ,Z 3. ,2= :; :: i:. ,:: 3 L,' C. !: 3 !3 7, C. r-C ? C Z O · C ,3 C 2 0 - 0,3 0 x 2 G. OOC O. JOO 0. C 30 0. G 30 G. C 50 0. ": OG 1. G 30 :j. C GO 5. Cj ]U O. C G. X3 0.000 O.OOO O.COC 5920.030 O.CO0 11210.000 O.CO0 0.000 0.000 O.COG ~i 0.300 O.OOO 0.030 O.COO O.O00 0 .COC hC 0.150 0.120 O.GSC 0.100 FROM MALFF65. IF, SERTE3 XJ IN ;OS 0,000 O,C'j$ ~ xl ~!1.530 4~.000 5530.000 ~190.030 130.03C 1OO.000 130.000 O.CO0 x~ C.O00 0.303 O.C]G 1190.030 O.OOO 64~5.000 0.C90 0.C30 0.000 O.COC 14 JJN ~6 11:C~:09 G~ ~5.0~C 1300.303 ~Sd. OjO 1020.C30 ~38.000 1100.000 43o.000 1130.G00 434.0']U 1150.C00 C~: ~32.0~0 1220.000 ~30.C06 12~O.OJO ~2~.000 1270.000 428.00~ 1290.030 430.030 1305.C00 ;~ ~32.030 1325.000 ~3~.030 1~65.G00 ~36.030 1450.000 ~$6.~00 16~0.030 4~9.530 1~5.000 ~'~ G~ ~9.500 3755.'300 440.000 J75~.0'30 ~40.C00 ~aSO.OOG 4~0.000 ~O.OOC 410.0'30 ~900.C00 G~ ~10.000 ]~Z~.30O ~16.000 39~0.030 4]0.000 40]0.000 4~4.000 4050.000 436.000 ~100.C00 GR ~]8.000 4170.000 440.000 ~1g0.030 440.200 4210.000 4~0.300 42Z0.000 449.~00 ~220.000 ~ GR ~9.900 5~15.000 435.4~0 5015.000 4~4.~00 5965.000 414.800 5965.000 436.000 ~1~5.C00 i~;~ ~]Z.030 6200.300 45Z.030 ~210.000 436.~30 ~220.C00 4S~.OOO ~450.000 4~.000 5~19.000 ~j; 4S~.O00 6~19.300 450.030 o~20.000 450.C00 8295.000 4]8.000 8300.000 4]~.000 ~4~5.~0G .... ~.000 9503.000 450.C00 ~505.C00 4SO.CO0 10800.000 O.OOO 0.000 0.000 0.030 N. 6.000 0.100 37~0.000 0.075 4950.000 0.100 4970.000 0.050 5265.000 O.lZO ~,H 0520.000 0.3~5 ~355.000 0.030 0.000 0.000 0.000 0.000 0.000 0.000 FROM HALFF65., CAR~DLLTON LANDsILL EFFECTIVE AR~A ADC~D AT ---NDM STATIgt~ 2~43. LEFT C5 N LOWERED TC 0.130, ---NDM ~ .075 iN PARK, .905 IN GOLF COURSE/CARROLLTON PARK TOPO ADDED ---NOM Xl 920.q70 48.000 ~9Z0.000 5265.000 980.000 550.000 950.000 0.000 0.000 O.CO0 X~ 0.0~0 0.300 G.CO0 2~90.090 O.OOO 70~0.000 4~4.500 0.000 0.000 O.CO0 ~' ¢~ 450.00C 1000.300 4~7.000 1095.000 440.000 1400.000 4j2.COO lgOC.O00 454.000 22~0.000 GR 456.000 2~0.000 45B.OOO Z495.000 458.200 27~0.000 438.000 JO0~.O00 4]~.830 ]ZOO.GO0 GR 4~8.000 3400.000 440.000 ~?0.000 440.000 5765.000 4]B.'000 ]?72.000 4]~.000 ]Z80.O00 ~ GR 434.000 3830.000 432.000 3870.000 452.000 3935.000 414.000 3985.000 4~6.000 4125.000 GR 437.300 4309.000 437.300 4310.000 441.000 4675.000 437.300 4950.000 434.000 4970.000 GR ~32.000 4995.000 430.000 5050.000 428.000 5070.000 4Z6.000 50]0.C00 420.000 5095.000 GR 410.000 5100.000 410.000 5180.000 420.000 51~5.000 4Z4.00C ~195.000 426.000 5Z]O.CO0 GR 430.000 5250.000 438°000 5265.000 438.800 5325.000 450.000 5~]0.000 450.000 5929.000 GR 438.006 5930.000 45~.000 6155.000 4]?.000 6500.000 4]8.000 6805.000 4]8.000 ?025.000 ~ GR 437.400 70?9.000 4~4.500 7080.000 4~4.500 7385.000 0.000 0.000 0.000 0.000 NH 5.007 0.050 13~.~C.G00 0.050 1~532.0:jC 0.0~5 1~7~3.000 ~.0,0 15730.000 0.055 NH 23030.0.~C O.OOO 0.000 C.030 O.CO0 0.000 0.000 0.000 O.OJO O.COC ;~OEC ~RO~ RIVE~C~SE ~OO~L/C~pO~LTON L;ND=ILL ENC~. +PARK ---NDM xl 936.030 50.300 1.~3~.(jl' 1~7~j.000 ~'30.030 o~G.O00 93~.0')0 0.050 0.030 O.GO0 ~ X3 U.OOO O.OOO G.GO0 12450.000 0.030 I~TjO.OUO 4~.o00 0.000 0.030 O.CO§ GR ~SO.OOC 6353.300 ~2.C00 ~060.000 ~40.800 6335=000 ~40.730 0~0.000 440.000 7170.000 GR ~0.000 7720.300 43~.000 ~3~0.000 4j~.~30 8625.000 4~0.000 ~410.000 4~6.700 10180.000 GR .36.000 lO~5.0CO 43~.C00 115Z5.000 ~6.100 118~0.000 4~7.500 1~C00.000 440.0~0 121~0.C00 439.000 14~2.C00 3 ~ ~0.030 I2~53.003 4~C.COC 130 0.003 ~40.200 13680.GOO 4~0.0.]G 1~197.000 G~ ~29.~30 1~73~.300 ~DC.~SC 1.7~;.C. 30 ~.0.5]C 1~7S3oC00 ~O.O:~j 1~10.000 ~41.237 1 PAGE i 14 Ju~ 86 11:05:4Z ~ :,~ 4.C.C]C 1~Q3.~'3;] ~3~.000 150~.030 ~3~.090 157~0.000 4S~.OOO 171~5.000 437.500 174Z5.000 ~R ~,2.030 19~20.000 ~5.000 1~735.0'j0 ~4.C00 19850.000 445.000 1')905.Gd0 450.000 ZOOOO.CjG ( 0.0~5 ~ 5.OjC 0.0~5 1353~.C00 0.060 1~7~3.000 0.0~5 150~0.000 O.O~O 15700.000 ~ ~0000.030 0.000 0.000 0.030 O.O00 0.000 O.OOC 0.000 0.000 G.CO0 ~ ~DDED F~OM ~IVERCHASE MOG~LIC~RROLLTON L~NOFILL ENCR. +PARK ---NO~ Xl ~j~.~G 5~.;03 1.7;5oC30 15C~C.U)O 6OO.Cj~ ?JG.OO0 Z~C.COC O.CO0 0.000 O.CO0 1. jbN :~ 11:CD:)g ~512J135'wl 10~ ~SE ? Ss, ~5 O.OOC 3.jOJ ~.0'3C' 12630.030 O.C'30 15730.000 4~4.~00 O.COO O.ODO G~ 4~.000 800,3.90'3 438.000 ~920.0]0 440.000 9230.000 4~0.G30 9540.00C 456.930 g870.C00 GR ~C.500 10503.060 430.500 10730.000 438.500 11080.000 ~ GR 4~5.50G 11~60.000 4~Z.200 119~0.000 457.C00 12510.000 ~40.000 12600.000 ~]7.000 11165.C00 G~ 4~?.50C 13835.000 430.500 1~315.000 440.000 14510.000 4~0.000 1~5~5.G00 439.000 14600.C00 G~ 4~8.030 14535,000 437.000 14725.000 435.000 1~760.000 4~4.600 14783.000 4~.900 148]~.000 ~ SR ~16.53G 14560.300 41~.500 1~557.0']0 414.500 1~919.000 ~16.500 149~0.~00 4]0.400 1~959.C00 GR ~$1.E90 14970.0~0 4~1.900 1~990.000 4~0.700 150~6.000 4~0.700 15050.G00 441.800 1~099.000 ,~ ~1.~30 15100.]00 4~0.000 152~.000 429.~00 15284.000 ~9.400 1551~.G00 4~8.G00 15550-000 ~: G~ ~J6,030 15700.303 ~3~.COG l~?O0.OJO ~38.~00 17120.000 4~6.~00 I?30O.CDO 438.090 17450.C00 GR ~SS.000 17050.000 ~37.600 17~]0.030 4J6.C00 lJ040.000 4S9.500 lS~50.000 4~9.~00 19100.C00 GR 4~0,030 19400.003 4~2.000 19805.030 445.C00 19915.000 450.000 20000.000 0.000 O.OO0 NH 5.OOO 0.36] 11950.C~0 0.0~0 1~000.C00 0.0~5 1~320.000 O.G~O 15050.000 O.C~O N, 19G30.000 0.000 O.OOO 0.030 0.000 0.000 0.000 0.030 0.030 O.GOC ~ ADDED FROM RIVERCHASE MOGELICARROLLTON LANDFILL ENCR. AOOEO ---NDM Xl 950.070 52.000 1~000.000 1~320.000 1320.000 1320.000 1320.000 O.CO0 0.000 O.O00 ~3 C.O00 O.OCO 0.000 11850.000 O.O00 15050.000 4~5.G00 0.000 0.000 O.O00 ~ GR 452.800 6000.000 452.400 blO0.O00 4~4.30G 6300.000 444.2G0 C400.C00 442.490 ~600.C00 GR 441.500 6SO0. O00 442.500 7100.000 43?.600 ?500.000 4SB.gO0 B475.000 4~9.800 9100.000 GR 440.200 9110.000 439.900 9210.000 435.100 9100.000 438.900 10100.000 440.500 10300.000 ! GR 440.200 10~00.000 4~1.400 10600.000 445.000 11000.000 44Z.300 110B0.000 440.040 11850.000 GR 440.800 11930.300 441.600 11950.000 4~0.000 11965.000 4~0.000 13250.000 446.500 13400.~00 GR 4~4.000 13600.000 ~.~00 13700.000 441.200 13800.000 4~.800. 139~0.000 445.200 13970.C00 ~ GR 4~3.000 .14000.000 42?.000 1~135.000 412.Z00 14175.000 410.600 1~190.030 4ZB.O00 142S5.000 GR 426.000 14260.000 430.000 14300.0'30 442.500 14320.000 440.900 14444.000 440.900 1~594.000 GR 429.800 1~3~.000 429.800 1~B64.000 439.100 14900.000 439.750 15050.000 440.400 15200.000 ~' GR 439.400 15~00.000 43~.200 15800.000 438.600 15860.000 437.800 16000.000 438.500 17100.000 GR ~39.300 17~.]03 ~39.906 17700.000 459.~00 l?aO0.OOe 439.300 ls540.000 441.800 lSgOO.GO0 GR 4~3.530 18053.003 4~.100 1~000.0]0 0.030 O.OOC O.OOO 0.030 0.000 O.CUC EJ C .0 ]E 3 ~03 C. C S~ 0. 030 0. 030 0. OOG O. 030 O. 000 0. 000 0. 1 1~ JUN 60 11:05:~2 SECN3 D~PTH CWSEL CR;WS WSELK EG HV HL OLOS5 SANK ELEV $LOP£ X:_CDL K~CH XLC~R ~T~[~L ~DC ~CONT C;J~AR ,PROF 1 CCHV= 0.100 CEHV= 0.]00 1~g~ ~,~ C~R3 JS~D MODEL DEVELOPEC' ~ASEC CN CURRENT FIS MODEL OF 3/d6 "ELMSLTR'* (NATURAL RUN) AND "ELM~LFWR" (FLOODWAY RUN) -NOM ? AS ~LMF~SX ' THIS VERSION W~S FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR"- NOM fROM HALF~05- R:VISEO TO ~EFLCCT IFCD:II O'FLOW SW~LE 'H~L~F ~ ~,~C 27.~9 ~37-'~ C,0~ ~37.~9 ~S7.55 0,06 0.03 0.00 37;~0. 13598. 7~0. 16306- 5555, 36~7- 1135~. C. O. ~30.00 JU~, .s~ 11:C~:39 ?512J1~6*w1 100 3,00 2,45 2.0o 1,4~ 0.015 G.350 0,040 0,00.) ~10,00 ~920,~ ~,uC31~5 2100, 2~30. 2ZOC 0 0 0 0,03 394~.94 1~5,61 ' 1~93 N~ CARD USED *SECNO 87~.000 ]2e5 DIVIDEO FLOW ~7~.0C 25.63 417.~8 0.00 0.00 437.75 0.07 0.23 3.00 439.00 ~Z~G3. 1~5S~. ~21]. lJeSa. ~O3. ]Bll. 70e5. 581. 11~. 3.17 2.]5 2.16 1.9] 0.0~7 0.050 O.O]B O.O0O 412.00 1021.65 0.0001~7 1200. 1370. 1~00. 0 0 0 0.00 371].S6 5175.15 l*~j ~" CARD USED .5C5~3 ~0.3C3 ~265 DIVIDED FLOW FqCM H~LFc65- FE-C S~LE E~4CS ~ N END OF FS-C LEVEE. REVISED TO REFLECT IFCOIII O'FLOW SWALE & LEVEE, NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWER5 IN FLOOOWAY 580,00 25,68 437,68 0,00 O,O0 437,82 0,13 0,05 0,02 4~9,00 ]7~00. 3935. 12559. 20907. 2S76. 3815. 7101. 653. 1S5. 459.00 0,19 1,37 ],29 2,94 0,050 0,050 0,038 0,000 412,00 0,000368 200, 200, 200, 2 0 0 0,00 3655,97 5175,17 1490 NH CARD USED PAGE 14 JUN 80 11:05:4Z HL OLOSS 5AN~ E~EV SECNO DEPTH C~SSL C~I~S .~ELK EG HV Q ~L05 ~C. CRO5 ;LOe ACh ~ROB VOL TW~ LEFT/RIGHT TIME VLO5 VCH VR05 XNL XNC~ XNR WTN ELMIN SST~ SLOPE XLOSL XLCH XLOSR ITRI~L IDC !CJNT CORAR TO~WID ENDST · SECNO 593.~C'] Z265 JIVIDEO FLOW 3470 ENCROACHMENT STATIONS= 2058.C 751].0 TYPE= 1 TARGET= -2058.000 SYN, X-SEC TAKEN FROM 1"=4C0' TOPO ANO FB-C AND IFCgII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK ~NO TOWERS IN FLOODWAY S,~C~S C'E~N< CL~Z'~C ECTH SZDES, F~-C ¢ILL U,S- OF NUTTON 5RANCH IN EFFECT[V~ FLOW AREAS WERE ~LOCKED OUT DUE TO THE EFFECT -ND~ OF BELTLINE ROAD AND RR USING GR CARDS ~ ELEV 450, -NDM 895.90 27.9] ~57.g] 0.00 O.O0 437.97 0.04 0.15 0.01 57400, 5711, 5950, 74729, 5~Z8, 4100, 14534, 1048, 198. 438.00 0,]5 1,05 1,70 1,7] 0,050 0,050 O,C]~ 0,000 410,00 2080-6~ 3,OOJOj5 10o0, lS95. :IU- 2 3 0 0,03 3331.57 ~'~ 1,, j;~. ~,':' 11:C5:3c~ 5512J15o"W1 103 PaGE l~,j N' CARD USeD *~tC~,O ~C5.303 52~ S~VlDED sLOW ]~7S ~,SROACHMENT STATIONS: 2000-0 ?~50,O TYPE: 1 TARGET: SYN X-SGC TakEN F~GH 1'°:~0C' TOPO ANO FB-C ~N3 IFCDIII PLANS NOTE "h" VALU~ TO R~FLECT ENCROACHMENT IN FL00DWaY SHO~S O'BaNK CLEARING BOTH SIDES# FB-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM aELTLINE ROAD ANC, RR USING GR CARDS AT ELEV ~5. AND450.0 -NDM ON RIgHT.SIDE THE FLOw wAS EXPANGED OUT TO THE ~X. S~ALE -NOM 905.50 27.85 457.8] 0.00 0.00 458.25 0.45 0.19 0.12 440.00 37~00. 10701- 20242. 6456. 3101. 2990. 2755. 1386. 243. 426.00 O.~G 3.4~ 6.77 2.34 0.050 0.050 0.066 0.000 410.00 2045.76 0.0010~4 600. 940. 1035. 2 0 0 0.00 1335.91 7]00.00 1490 NH CARD USED ,SECNO 908.000 3265 DIVIDED FLOW PAGE 14 JUN 86 11:05:42 SECNO OEPTH CWSEL C~Z~S ~SELK EG ,,iV ~L OLSSS ~ANK ELEV Q eL05 ~CH GRO~ ALOD ACH AR05 VOL TW~ LEFT/RIGHT TIME VL05 VCH VROB XNL XNCH XNR WTN ELMIN SSTA 5LOP~ XLOSL XLCH XLO~R ITRIAL IDC ICONT CORAR TOPWID ENCST 3470 ENCROACHMENT STATIONS= 1115.C 6320.0 TYPE= 1 TARGET= 5205.000 NH CARD REVISED TO INCLUDE STCHR (4030 CHANGEO TO ~,19~) ...... NDM ~11186 iNEFFECTIVE FLOW AREAS ON THE RIGHT SIDE D/S OF BELTLINE RD NDM WERE SET FROM THE 5~I~GE TO THE EX. SwALE AT ELEV. G49. hDM 90a. O0 28.1Z ~3~.12 0.03 0.00 45~.6~ 0.53 0.3~ 0.32 4~0.00 ]7400. 7372. 27683, 23~6. 1850. 4326, 948. 1432. Z49, ~4~.GO 0.41 ~.03 6.40 2.47 0.050 0.050 0.050 0.000 410.00 1115.00 0.001614 250. 270. 200. 2 0 0 O.Og 1009.72 5320.00 0 CCHV= 0.300 C~HV= 0.50C *SECNO 908.690 32~5 DIVZOEO FLOW ]]01 HV CHANGED MORE THAN HVINS 1~ Jjf~ 55 11:(J3:39 ~512J136wW1 100 PAGE 13 m~ ENCROACHMENT STATIONS= 1C00.0 5a~1.0 TYPE= 1 TARGET= 5831.O00 D/S SZDE PROP. ~ELTLINE ROAD 5RIDGES QC~.59 27,~5 437.30 C.00 0.00 439.17 1.~1 0.t4 3.3~ 446.00 37~O0. 2401. 34273. 7Z~. ~63. ~577. 457. 14½1. 250. 4~6.30 ~.41 2.49 ~.58 1.5~ C.O80 0,050 O.O~0 O.0OJ 413.00 1127.71 0.902555 69. 6~. 09. 2 0 0 O.G0 7~1.70 b312.29 ~VIOED FLOW J57G ~ORMAL BRIDGE,NRO= 3~ MIN ~LTP~= ~4~.00 MAX ELLC= 4~.00 3~70 ENCROACHMENT STATIONS= 1090.0 6881.0 TYPE-- 1 TARGET-- S881,000 ~C~.70 27.8~ ~37.~6 0.00 0.00 439.1~ 1.32 0.00 0.O1 ~6.00 ~7~00. 292Z. ~3~82. 79~. 94~. ]4~4. 44~. 1441. ~50. 445.00 O.~l 3.Cg ~.70 1.~0 O.O~O 0,050 0,030 O.OO0 410.00 1127.71 0.00~053 1. 1. 1. 0 O 0 -1~4.95 781.72 631Z.Z~ 0 14 JUN 80 11:05:42 PAGE SECNO OEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q ~LOB ~CH ~ROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME ¥LOS VCH VR08 XNL XNCH XNR WTN ELMIN SS~A SLOP~ XLO3L XLC~ XLC~R ITRI~L IDC ICONT CORER TCD~IO ENDST · SEC~O 9~9.oC~ 326j DIVIDED FLOW 33?0 ~O~M~L ~I~GE,'JRg= 3~ X:,, ELTRO= ~45.00 MAX ELLC= ~43.j0 3~7~ E~ROACHMENT STaTIOnS= 1C~G.0 ~1.~ TYPe= I TARGET= ~B31.000 909.o0 ~.41 ~3~.~1 C.00 0.00 439.58 1.16 0.3~ 0.05 446.G0 37400. 3363. ]2S97. 1140. 1101. 35~9. 593. 1452. 252. 446.00 0.41 2.05 9.17 1.91 0.0~0 0,050 O.OBO 0.000 410.00 1126.8~ 0.003554 90. 9C. 90. 2 0 0 -143.23 783.25 6313.1Z 3205 DIVIDED FLOW 3470 ENCROACHMENT S{~TIOKS= 1~0.0 Dd~l.O T~PE= I TARGET= 5~1.000 b/S S:~£ P~3P, 6ELT LiNE ~G~C EkI~GES ~b~.~l 26.~2 ~35.42 C.03 0.00 439.58 1.10 O.CO 3.00 4~6.00 ~?~00. 2754. S~593. 1C23. 1122. 36~6. 515. 1452. 252. ~4~.'30 0.~1 2.~ 9.00 1.66 O.OBO 0.050 0.080 0.O00 ~10.00 112o.87 3.30~2~6 1- 1. 1. O 0 0 O.OO 78B.27 6313.1] -SECN3 910.000 7~e~ 31VIDE3 ~L0W 3~01 ,V C~ANG~D MORE THaN RVINS ~?0 £NCR3ACRMENT ST~[[ONS= 1~00.0 5355o0 TYPE= t TARGET= 5355.000 FROM ~;LFFO5. ZNS~RTEO X3 IN RO~ 910.~0 29.21 ~39.21 ~.00 0.00 439.8~ 0.61 O.O? O.17 ~42.00 ~;~CO. ~991. 2802~. ~3~2. 1936. 39~8. 1~97. 1458. 253. 0.~2 2.~2 7.10 2.19 0.0~0 0.050 O.C~O 0.000 410.O0 ~O75.75 SECNO D~TH CWSEL CRIWS WSELK EG HV HL OLOSS B~NK ELEV Q GLOB QCH ~ROB ALOB ACH AROE VOL TWA LEFT/RIGHT TIME VLOB VCH VR08 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLCH XLOBR ZTRIAL ZDC ICONT CORAR TOoW~D ENDST 33?0 NORMAL BRIDGE,NRD: 8 MIN ELTRD= ~49.50 M~X ~LLC= 4~7.00 ~7] EkCR3~C,ME~T 5T~T~CNS= 5920.C 11210.0 Type= 1 T~GET= F~O~ ~ALF~5. IN3~{C X3 !N ~10.30 29.23 ~39.23 0.00 3.30 43~.89 0.~6 0.0~ 0.03 3740a. 5870. 2~9~9. 25~1. 2254. 39~7. 15~?. 14~3. 25~. 44~.~0 I 0.42 2.60 7.~O 1.65 0.0~0 0.050 0.080 O.OOO 410.00 5925.~ 0.Q013~6 SO. 30. ~0. 2 0 0 0.00 1031.g~ 11210.00 -SECNO 910.500 ~2~ 3IVIDED :LOW 337C NORMAL ERI3G~,NR~= ~ MiN ELTR3= ,q9.~O MAX ELLC= ~47.O0 3~70 tNCROAC~ENT ST~TIJN~= ~2C.C 11210.~ TYPE= I T~RGET= 52~0.00C FROM ~ALF=65- INSERTE~ X3 IN R03 910.50 29.2~ 439.2~ ~.00 0.00 ~39.92 g.55 0.0] 0.00 4~9.~0 57~0. ~859. 289~6. 2~0~. 2264. 3974. 15~1. 14o7. ~54. 44~.50 0.~2 2.60 7.27 1.65 0.0~0 0.050 0.0~0 0.000 ~10.00 5925.57 0.001375 20. 20. 20. 0 0 0 0.00 103~.~8 11210.00 CC~v= C.130 C5HV= 0.300 32~5 DIVIDED ~LOw ~.7,J EKCROACHMENT STATIONS= 11,]0.0 D495.O TYPE= I TARGET= 5395.000 FROM ,ALFF65. INSERTED X3 IN ROB 911.~0 29.58 439.5~ G.O0 0.00 440.07 0.49 0.14 0.02 440.00 57.03. ~900. ~0~22. 5378. 3103- ~834. 2~09. 14~8. 257. ~40.00 ,~.~2 1.26 5.23 1.20 0.150 0.050 0.120 0.000 410.00 1100.G0 0.001~ 1~G. 100. 100. 2 0 0 0.00 1~2o.~5 ~Y5.00 PAGE 14 JUN 86 11:05:42 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS ~ANK ELEV Q ~LO5 QCH GRQB ALOB ACH AROE VOL TW~ LEFT/RIGHT TIME VLOB VCH VRCB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLO~R ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 N~ CAR3 · SECN3 ~20.~73 ~5 D~VI9~3 ;LOW 3.73 E~.C~]AC~NT ST~TZ..']'NS= Z~;C.C 70~0.C T~PE= 1 5TATI]N 2~43- LEFT CS N LO-E~E9 TO 0.133, ~ZC.~? 50.03 4~0.~6 C.CO '~.00 4~0.97 0.20 0.8~ ].OZ 4~4.00 37400. 7097. 26110. 33~3. ~1~5. 51ol. 3563. 1141. 305. 4~.00 0.~9 1.25 5.10 0.95 0.050 0.050 0.055 0.000 410.00 2890.00 0.0006~8 980. 950. 550. 2 0 0 O.GO 35]:3.70 7079.46 ] 1~0 N~ CARD JSED · SECNO 950.003 3~1~ ENCROACHMENT ST~T[ONS= 124~0-G 1573C.0 TYPE= 1 TARGET= S280.0~0 ADDED FROM RIVERC,ASE MODEL/CARROLLTON LANDFILL ENCR. +PARK ---NDM ~O.OC 51.67 ~41.~1 G.GO ~.00 441.72 0.45 0.?0 O.OS ~.40 0.~ 1.2~ b.18 2.&1 0.050 0.045 0.0~0 0.000 409.50 12450.00 1~ JjN ~D 11:C~:39 ~512J136'~1 100 PAGE C,300~ol 80G, ~03, 690. 2 0 0 0,00 3280,00 15730,03 1493 NH CARD USED -S~CNO ~37.~C0 3~70 ENCROACHMENT STAT:ONS: 12¢OO.g 1S?OO.O T~PE: 1 T~RGET: AGDEC F~CM ~IV~RCM~S~ ~O,]SL/C~P~CLLTON LANDFILL ENCR. +pA~K ---~M 0.'30~3~0 ~,30. 7c0, 7~0. 2 0 0 0.00 3103.00 15700,O0 3~oS DZV~D~D FLOw PAGE 1~ JU~ 86 11:05:42 SECNO DEPTH CWSEL CRI~S WSELK EG HV HL OLOSS aANK ELEV .~ QLO~ ~CH ;RC~ ~LOB ACH AROB VOL T~A LEFT/RIGHT TIME VLO~ VCH V~O~ XNL XNC~ XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLG~R ITRI~L IOC ICONT CORAR TOPWID ENOST 3~7g ENCROACHMENT STAIZgNS= 11a50.C 15050.e TYPE= I T~RGET= 32]e. OOG ADDED FRC~ RIVERCH~SE MCDEL/C~RqOLLTON LANDF%LL ENCR, ADDED ---NOM 953,~7 ]1.9~ ~4Z,So C.OO 0,00 4~2,7~ 0.22 0,5~ 3.CZ 37~0~. Zb91, I~15, 1~1, ]gS~, ~53C. ~342, 2651. 511. ~2,50 3.71 0.7~ ~.15 3.c5 b.j79 0.0-5 0.0~0 O.OO3 ~IO.oG 11850.B0 0,303~73 1120, 1So j, 112D, 2 O 0 0,33 L:~,~e 1SOSO,OO 0 14 jdN ~5 !1:35:~Z TfIS RUN EXECUTED 14 JUN ~6 11:05:51 H~C2 RELEASE DATED NOV 76 UPDATED MAR~ 1g~2 [~R3R CORR - 01,02,O3,0~,C5 MDD~FICATICN ' 53,51,52,53,54,55 T1 ELM FOR~ EFFECTIVE F.I.5. MGDEL UPDATED 5~ DLJ AND WLW &NATHAN D. MA[ER INC. T2 3CT 1985 UPDATED Q103 BY FT, wORTH C,O.E. ,~100=k4400 CFS T5 5L~ =CRK qF TRZN[TY ~IVE9 ^~T~OUT FL3OSWAY 4/1/56 J~N s~ 11:C3:3q ~512J13t,w1 103 PA~E j1 :CHECK INQ NiNV IDZ~ ST~T METRIC MVINS G ~SEL F~ -10. ~- 3. O. 0.009000 0.00 0.0 O. 4~8.~50 O.CO0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC IBW CHNIM ITRACE 2.000 O,OOO -1.000 C.030 O.O00 O.O00 O.OOO 0.OO0 0.030 O.0OO P~GE !~ j'jN B) 11:35:42 ~!CNO ~PTH C~SEL C~I,S wSELK EG MV HL OLOSS BAtiK ELEV ~LOB ~CM CRC5 ~L3B ACH ~RO6 VOL TWA LEFT/EIGHT ~i~E VL05 VCH VRO6 XNL XNCM XNR WTN ELMIN SSTA SLQPE XLOBL XLCh XLOSR 1TRIAL IDC ICONT CORAR TOPWID ErIDST · PROF 2 CCHV= 0.100 CEHV= 0.300 C 1~90 NH CAR0 USED · SECNO 864.3C0 MODEL DEVELOPED EASED ON CURRENT FIS MODEL OF 3/86 - FILE -NDM "ELMeLTR" (NATURAL RUN) AND "ELMBLFWR" (FLOODWAY RUN) -NDM AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN ~ILE" ELMFISXR", NDM FROM HALFF65, REVISED TO REFLECT IFCgIII O'FLOW SWALE -HALFF ~64,30 2~.35 ~55.35 O.CO 4~.t5 438.41 0,3~ O.~O 0.30 44Z0~. lj4~2, 5~5~. 20~4~- 52~1. 3~5~- 13~J8. C. O. 45~.00 0.OG 2,~7 2.1~ 1.4~ 0.Sta 0.050 C.C~I C.j03 41D.~0 g91~.~7 J.OOOlj6 2330. 2,5C. EZSb. C ~ O C.C3 3~.7Z 13c~6.I~ 1~90 ~ CARD !JS~O 'SEC~O ~ZO5 CZViD{O FLSW ~7~,;?C Z~.5~ ;!~.55 C.0~ ~.0C ~3~.c2 3.57 C,2'] 3.00 ~)~.~3 0.17 2.~2 Z.2~ 1.~ 0.037 0.050 O.C~O O.OO') ~lZ.'3G 1019.0S 0.000177 1200. 1370. 1~00. I 0 0 0.03 3993.12 5177.~6 1~90 NH CARD USED -SEChO 880,300 32t5 DIVIDED FLOW 5280 C~OSS SECTION 6~C.OO EXTENDEB 0.57 FEET FROM HALFF65. F8-C S~ALE ENDS ~ N END OF FB-C LEVEE. REVISED TO REFLECT ~FCSI:Z C'FLCW S~;LE ~ LEVEE, NOT~ '°N'* VALbE TO ~EFLECT R~C5 TRACK ~P~O TOWERS IN ~LgOOWAY Ju~ ~ 11:05:05 ~512J15~,~1 100 PA3E ==:.00 2e.55 ~4~03, ~935, 15520, 2~g~5. 4042, ~0o~, 9155. 772, 141, 4~.00 0.19 1.~7 5.~2 2,72 C.05C 0,050 0.0~0 0.O00 ~12,00 5SG.00 0,~033S8 200, 200, 200, 1 0 O 0,00 414~,~ 5177,5~ PAGE 1~ JON 85 11:05:~2 ~!~NO CEPTH CwSEL CkZWS wSELK EG HV HL OLOSS SANK ELEV ,~ ~LO~ ~CH CRO~ ALOB ACH AROB VOL TWA LE~TIRIGHT T!~E VLO~ VCH V~05 XNL XNCH XNR WTN ELMIN SSTA SLjP~ XLOJL XLCP XLCER IT~;:L ~OC ICONT CORAR TC~w[D ~NDST 1~93 ~ CARO USED *SEC~,3 ~95,900 5~65 DIVIDED FLOW ]470 ENCROACHMENT STJTION5= 205E,0 7513,0 TYPE= 1 TARGET= -2058,000 SYN, X-SEC TAKEN FROR 1"=~00' TOPO AND ~B-C AND IFCDII PLANS NOTE "'N" VALUE TO REFLECT RACE TR~CK AND TOWERS SHOW50'BANK CLEARING BOTH SIDES~ FB-C FILL U,S- OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENT5 IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM OF BELTLINE ROAD AND RR USING GR CARD5 AR ELEV ~53, -NDM 59~.~0 Z~,80 -53,~0 C.00 O,OO ~5~.5~ 0,05 0.15 3,01 4]6.00 ~4~00. 7107. 7331. 2~3. 0.54 1.12 1.~1 1.~2 C.05~ 0.OEO 0.036 3.00] O.300G~3 1050. 15~. clC. 2 0 0 0.00 3~1~.20 73~1.7~ 14~3 Nh CArD U'~E3 *SECNO ~05.]C0 3265 51Vi~EJ 3~73 ENCR3AC,~ENT ST~TION~= 2~00.C ?ObG.O TYPE= 1 TARGET= 53~0.000 SYN X-SEC TAKEN FROM 1"=400, TODO AND FB-C AND IFCDIII PLANS NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHO~S O'BANK CLEARING 50TH SIOES, FB-C FILL U.S~ OF HUTTON BRANCH ANO IFCDIII GRAPEVINE CREEK IqPRCVEMENTS INEFFECTIVE FLOW A~EAS wERE BLOCKED OUT CUE TO THE EFFECT OF -NDM BELTLINE ROAC AND RR USING G~ CAR~S AT ELEV ~45. AN0450.0 -NOM CN RIGHT SIDE T~E FLG~ wAS EXPANCED OUT TO THE EX. SWALE -NDM 90~.50 26.69 4~33. 1~4.~5. 2211~. ~7~7. 3~24. ~12~- ~351. lC10. 2o~. 426.00 ~.~9 3.7Z 7.08 2.6~ 0.050 0.050 0.0~3 0.00~ 410.00 2024.~2 0.001129 6~C. 940. 1055. 2 0 0 0.03 1545.96 7360.00 1~3 ~ CARD USEC '~ 1~ j,Jr, ~ 11:00:09 ~512J136,w1 10.3 PAGE ,SECN9 905.3C3 qmmm 1 P~GE 14 JUN 80 11:05:42 SECNO DEPTH CWSEL CRIWS ~SELK EG HV HL OLOSS BANK ELEV ~ CLO~ ;C~ ~R08 ALl6 ACH ~ROB VOL TW~ LEFT/RIGHT T~ME VLO~ VCH V~O~ XNL XNCH XNR WTN ELMIN SST~ ~I]PE XLOSL XLCH XLDSR ITRIAL ZOO ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1115.C 5320.0 TYPE= 1 TARGET= 5205.000 NH CARD REVISED TO ZNCLJDE STCHR (4030 CHANG~O TO 4190) ...... NOM 4/1/B~ INEFFECTIVE FLOW AREAS ON THE RIGHT SIOE DIS OF 6ELTLINE RO NOM wERE S~[ F~OM I~E B~iDGE TO THE ~X. ~WAL~ AT ELEV. ~49. NDM 908.00 28,97 ~]8,97 O.OO O.O0 439.55 0.58 0.3~ 0.03 440.00 44~00. 94~2. ~12~5. 3674. 2117. 46Z0. 1235. 1661. 274. 440.00 0.40 4.47 ~.77 2.9~ 0.050 0.050 0.050 0.000 410.00 1115.00 0.001716 250. 270. 230. 2 0 0 0.00 101~.Z3 6320.00 CCHV= 0.300 CEHV= 0.500 wSECNO 908.690 326S DIVIDED FLOW ~301 ~V CHANGED MIRE THAN HVINS ' 3470 ENCROACHMENT ST"-TIJ~S= 1COC.C ~1.0 TYPE= 1 TARGET=` 5,:~1.090 D/S SIDE PROP. aELTLINE ROAD BRIDGES 90~.69 2B.64 ~3,i.~4 O.OO 0.00 ~0.19 1.56 0.15 0.~9 4~6.00 =j *SECNO ]20S OIVIOea 3370 NORM;L BRIOGE,NRg= 38 MIN ELTRD: ~45.00 MAX ELLC= 443.00 3~0 ENCROACHMENT STATIONS= 1000.0 o~1.0 TYPE= 1 TARGET= 58~1.000 ~ 963.76 28.03 -35.b5 C.00 O.O0 4~0.20 1.55 0.C0 0.00 ~6.00 44~00. ~ZOZ. 3~5~. 1529, 116~. 3637. o61. 1672. ~75. 4~6.00 ').~0 3.51 10.~3 Z.31 0.0~0 0.050 0.C~0 0.00~ 410,00 1125.5~ { 0.0~4~-8 1. 1. 1. 0 0 0 -146.53 790.~9 6313.45 ~ 1,, J'Jf~ 05 11:C5:j9 5512j13~*~,1 109 PAEE 17 14 JdN 86 11:05:~2 PAGE SECNO GEPTH CWEEL CRIWS WSELK EG HV HL OLOSS ~ANK ELEV ; ~LC~ ~CH QROB ~LOB ACH ARO~ VOL TW~ LEFT/RIGHT TIME VL03 VCH VROb XNL XNCH XNR WTN ELMIN SST~ SL)PE XLOaL XLCH XLCSR IT~AL IOC ICOkT CORAR TOPWIO ENDST }~5~ ~IVIDEO FLOW ~}73 ~O~MAL a~IDGE~N~= 3a MZN ELTRD: ~,00 MAX ELLC: 3~70 ENCROACHMENT &TATIONS: 1000,0 6881,0 TYPE: 1 TARGET= 5881.000 909.60 29.37 439.37 0.00 0.00 440.66 1.~0 0.39 0.08 440.00 ~4~00. ~868. 37407. 2126. 1372. 3?94. 8~8. 1684. 0.40 3.5~ ~.B6 2.45 0.080 0.050 0.0~0 0.00~ ~10.00 112~.4~ 3.00~9a5 90. 90. 90. 2 0 0 -157.57 799.56 b314.55 *SECNO 90~.610 3265 DIVIDED FLOW ~470 E~CRC~ChMENT STATIONS= 1COO.C 38~1.] TYPE= 1 TAR~E~= 56~1.g0~ ~C~,~1 2~.3c ,3~.7.. ~,OD ~,uC ~-C.o: 1,32 ~4,00. ~O~S. 38~5~. 1~76. 13g~. 3903 5~. 1~4. 0.40 2.92 9.a5 2.11 0.080 0.050 0.0~0 0.000 410.00 1125.45 0.0025~0 1. 1. 1. 1 0 0 0.0] 79g.~8 6314.55 -SECNO ~10.3C~ 32~5 biVZ~EU ;LOw ]501 HV CHANGED MORE TH~ ~VI~5 3~70 ~.CROACMM~NT SIATIONS= 1C00.C Oj6~.O TYPe: 1 T~RGET= 5355.000 FROM HALFF65. INSE2TEO X3 IN ROE 910.30 30.3] 440.33 0.00 O.O0 440.97 0.53 0.0~ 0.21 4~2.00 ~4~00. ~747. 313~3. 5270. 2303. 4252. 2~37. 1091. 27~. ~3~.30 0.~0 2.g3 7.38 2.57 0.0~0 0.050 0.0~0 0.~00 ~10.00 1075.67 0,001~98 39, ]~, 39, 3 0 0 0,00 106~,23 6365,C0 ~: 1. JJN 85 11:C~:j9 ~512J1JS-w1 100 PAGe JJN 8o 11:j5:42 F4GE 19 I S~CNO DEPTH CwSEL CRINS ~SELK EG MV HL OLOSS ~ANK ELEV ~ ~ QLOB ~CH QRO~ ALOB ACH ARO8 VOL TWA LEFT/RIGHT TIME VLO6 VCH VRO~ XNL XNCH XNR WTN ELMIN SSTA ~JPE XLO~L XLCH XLC~R ITRIAL IDC ICONT CORAR TOPWID ENDST r j205 DIVIDEO FLOW 53?0 NO2MAL BRIOGE,NRD= 8 MZN ELTRD= 44Q.50 MAX ELLC= 447.00 ~7~ ENCROACHMENT STATIONS= 5920.0 11210.0 TYPE-- 1 TARGET= 5290.000 F~G!~ ~ALF~5. I~S~TED x3 IN RO~ 910.30 ]0.34 440.34 0.00 0.00 4~1.05 0.70 O.OS 0.0~ 449.50 44400. 77~5. ]2499. 41~6. 2650. ~218. 208Z. 1697. 278. 0.41 2.92 7.71 2.00 0.080 0.050 0.080 0.000 410.00 $921.72 0.001478 ]0. 30. ~0. 2 0 0 0.00 1046.87 11210.00 *SECNO 910.500 ~265 OIVIDEO FLOW 3370 NORMAL ERI~SE,NR3= ~ M~N :LT~3= ~9.5C P~ 5L~C= 447.30 3.70 EKCPO~';h':ENT ST;TI~NS= ~'~0.C 1121G.0 TYPE= 1 TARGET= 5290.GJC' FROM ~ALFc05. Z~S~RT~D X3 ZN ~0~ 910.~U 3U.3~ ~0.3~ 0.00 O. O0 ~1.0~ 0.70 0.03 0.00 449.50 44&00. ~7~5. 32~9. .197. 2~62. 4225. 209~. 1701. 279. ~4g.50 0.~1 2.gl F.:8 2.CO 0.0~0 0.0~ O.OEO 3.000 413.J0 5921.01 0.0C14~7 ~C. ZO. 20. 0 0 ~ O.C'O 1047aZ~ 11210.03 "SECNO 911.5C3 ]265 DIVIOED FLOW 3470 ENCROaChmeNT STAr:~NS= 113C.0 5~5.0 TYPe= 1 T~RG~T= 53~5.000 FROM HALFF65. INSER]5D X3 IN R0~ 911.50 5C.7] 440.75 O.OO 0.00 4~1.24 0.51 0.1~ 0.02 4~0.00 ~00. 5250. ~4132. 5037. ]83~. 5247. 3607. 172~. 282. 440.00 3.~1 1.35 O.jl 1.~0 0.150 O.OSG 0.120 g. O00 410.00 1100.00 0.0013~7 100. 103. 100. 2 0 0 0.00 1735.58 5495.00 100 PAGE 1~ 1- JuN 87 11:05:42 PAGE ZC SECNO DEPTH CWSEL CRIWS WSELK EG MV HL OLOS5 ~ANK ELEV · QL05 ~CH ~OB ALOE ACH AROB VOL TWA LEFT/RIGHT T~HE VLOB VCH V~C~ XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLC~ xLO~R [TRIAL IOC ICONT CORAR TOPWID ENDST 1~9j ~,~ CARD UEEg · *SEC~O ~20.973 32~5 3IV~OED FLOW 3,70 ENCROACHHENT STY[IONS= 2890,0 7080,0 TYPE= I TARGET= 4190,0~0 · FROM HALFF65,, CARROLLTON LANDFILL EFFECTIVE AREA ADDED AT ---NOM STATION 2'~4'], LEFT CJ N LOWERED TO 0,100, ---ND~ .0~5 IN PARK, ,06j IN GOLF COURSEICARROLLTON PARK TOPO ADDED ---NDM · 920,97 ]1,83 441,83 0,00 0,00 442,08 0,25 0,81 0,03 4]4,00 44400, 11231, 27645, 5523, 8507, 5499, 4949, 2036, 332, 438,00 0,48 1,32 5,03 1,12 0,081 O,OSO 0,0~5 0,000 410,00 2890,00 0.000624 980, 950, 550, 2 O 0 0,00 358b,29 7079,62 1490 NH CARD USeD · ,SECNO 950,000 3470 ENCROACHMENT STATIONS= 12450,0 15730,0 TYPE= I TARGET= 32~0,000 · ADDED FROM RIVERCHASE MO~EL/C~RRCLLTON LANOFILL ENCR. +PARK ---NOM 930.00 ~2,75 ½42,35 0,00 0.00 442,69 0,~4 0.5~ 0,33 434,40 44~0,]. 7754, 271C2, 9514, 515~. 47~6. 35E4. 2335, 3~3, 440,50 G,~ 1,5~ 5,72 2,58 0.050 0,045 O,C~O 0.000 ~0~.50 12~50.0~ 0,0C07~5 800, ~05, ~0, 2 0 0 0,00 3ZEO,O0 157~0,00 1490 NH CARD USED ,SECNO 937,~C0 3~70 E~,CROACH~ENT STATIONS= 12~00.C lj730,0 TYPE= 1 TARGET= ~100,000 aIDED =~Cv ~IvE~C~ ~/~5~L/C~2c'~_LTON L. ANCFILL E'JC~, +P~ '--F.O~ ~37,~C ~.47 442.~7 0,00 0,00 k~3,10 0,14 0.40 ~,02 434.60 ~4~G0, 13701, 1419~. 15~99. 10~76, 3694, 4911, 2652, ~51. 4~0,70 0,71 1,31 ~,65 5,36 0,063 0,045 0,040 0,000 414,50 12600,00 0,000365 800, 780, 780, 2 0 0 0.00 3100,00 15700,00 0 1~ ~,~ CARD USED ,SECNC 950,~?J ~2~5 ~VIDEO FLOW · 14 JUk 8b 11:05:42 PAGE 21 ~ 1~ jUN 35 11:05:,~g 5512J1~5-W1 100 PaGE 20 SECNO 2~EPTH CWS~L CRI~S ',S=_LK ; CLOB ~CH ~ROB ALOe ~CH AROe VOL T~ LEFT/RIGHT TIME VLO~ VCH VROe XNL XNCH XNR NTN ELMIN SST~ ~ SLOP~ XLOaL XLC~ XLOBR ITRIAL IDC ICONT CORER TOPWIg ENDST 3~ZO ENCRO;CHMENT STATIONS= 11~50.0 1~050.O TYPE: 1 T~RGET: 3200.000 ADDED FRO. ~IVE~CH~SE MODEL/C~RROLLTON LANDFILL ENCR. ADDED ---NDM ~43.~5 0.00 0.30 0.71 0.93 4.]3 3.7~ 0.079 O.O~S 0.040 0.000 ~10.~0 11850.00 0.0~3~]3 1520. 1120. 1320. 2 0 0 0.03 2723.45 15050.00 3 1 ' J 1~ JUN 8o 11:05:4~ P~GE 22 j THIS RUN EXECUTED 14 JUN 86 11:05:55 HEC2 RELEASE D~TEO NOV 76 UPDATED M~RC 1982 J ERROR CORR - Ol,0Z,O],O4,G5 _ MODIFICATION - 50,51,57,53,54,55 T1 ELM FC~K EFFSCTIVE F.I.S. ~ODEL UPD~TEU 5Y DLJ ~NE WLW &N~TH~N D. MAIER INC. T2 ~130=5583C CFS · = T3 ELM FORK C= TRINITY RIVER ~ITHOIJT FL30DW~Y J1 ICHECK IN~ NINV IC'IR 3TRT METRIC HVINS G ~SEL F~ -10. /. O. O. O.3OO00O 0.30 0.0 O. 4]9.~50 O.OOO ~ J2 F, PkQF ~9L=)T P~FVS XSECV XS~C. FN ALLDC 15.600 C.O]O -1.C~ C.CDC O.006 C.O0~] O.CO0 0.COO C..20L~ G.C2C 1 1~ JUN a5 11:05:42 P~GE SFCNO DEPTH CwSEL C~i.S ~SELK 6G ~V HL OLOSS 5~NK ELEV TIv~ VLO~ VC, VRCb KNL XNCH XNR WTN ELMIN SSTA SLOPE XLOSL XLCH XLO;R [TRIAL IDC ICONT CORAR TOPWIO ENOST · P~OF 3 CCMV: ~.13C CEHV= 0.300 1. JUN J) 11:C~:09 ~512J136'~1 1G0 ~A~E 21 ,imm 1.~90 ~,r! CAR~ USE5 .SECNC MOD~L D~VELOPED ~ASF-C ON CURR~T FIS MODEL OF ~/85 - FILE -NDM ~" "ELMBLTR" (N~TUR~L RUN) AND "ELMBL~WR" (FLOODWAY RUN) -NDM AS ELMFISX - TH~S VERSION W~S FURTHER UPDATED TO REFLECT -NOM THE ACTUAL LIqERICK TRACT FILL IN FILE" ELMFISXR". NDM ~ FROM HALFF65. ~EVISEO TO REFLECT IFCOIII O'FLOW SW~LE -HALFF a~.30 29.65 43'~.~5 0.00 ~5~.~5 439.72 0.07 0.00 O.O0 430.00 ~0,]. 1~29. ~,J. 27721. 73~1. 41o5. 17595. O. 0. ~' G.'O0 2.5~ 2.27 1.5~ O.b~6 0.050 0.042 0.000 410.00 O.0CU15B Z300- 2~]0. 2200. 0 0 0 0.00 3955.9~ 158~1.81 1~ ~H CAR~ USED a75,OC Z7,85 ~39,a5 0,00 0,00 4~9,95 0,08 C,21 0,00 ~ . ~ 55a00, 2~51~, 10579, 21908, 9585, 4446, 1257~, 847 125. 0,17 2,~8 2,3B 1,77 0,0~ 0,050 0,04~ 0,000 412,00 1015,2~ C,,00J1=2 1200, I~7~, 14~0. ! 0 0 O,Og 415~,71 51~0,9~ 1490 NH CARD USED *SECNO B80.000 ~ 32B0 CROSS SECTION BdG.O0 EXTENDED 1.~ FEET FROM HALFF6~. FB-C S~LE END~ ~ NENO OF FB-C LEVEE. REVISED TO ~ REFLECT IFCDIII O'FLOW SW~LE & LEVEE. NOT~ "N" VALUE TO REFLECT RACE TRACK ~ND TOWERS IN FLOOOW~Y 880.0~ 2~.88 439.88 O.O0 0.00 459.99 0.11 0.05 0.01 4~9.00 ~ 55800. 96~8. 14~97. 31155. 5934. 4460. 12~85. 960. 145. 439..~0 0.19 1.b~ 3.36 2.5~ C.OSO 0.05~ 0.043 0.000 ~lZ.~O 8~0.00 0.0003~3 200. ZOO. 2C:3. C '3 0 0.00 4~01.05 51~1.05 1~90 Nh CA~3 ~SED *SECNO agS.gC~ 3265 DIVIDE3 :LOW 1 14 JUN 60 11:05:42 SECNO D~PTH CWSEL C~I~S ~SELK EG HV HL 0L9S$ ~ANK ELEV Q CLOd ~CH QRCB ALOB ACH ARO~ VOL TW~ LEFT/RIGHT ~ TIME VLO~ VCH VRO~ XNL ~NCH XNR WTN ELMIN SLOPE XLO~L XLCH XLOBR ITRIAL ZDC ICONT CORAR TCPWID ENDST 3~70 Er. CROACHMENT STATIONS= 2058.0 7513.0 TYPE= 1 TARGET= -2058.000 '~ SYN- X-SEC TA(EN PRO~ I"=~CO' TOPO AND FS-C AND IrCgII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY SHO~S O'BANK CLEARING BOTh SIDES, FB-C FILL U.S. OF MUTTON BRANCH ;~' A~D IFCDII; G~PEVINE C~EEK IMPROVEMENTS IN EFFECTIVE FLOw AREAS WERE ~LOCKED CUT DUE TO THE EFFECT -NOM ~ 1~ juf, 5~ 11:C~:=39 5512j136*w1 103 ?AGE 22 O~ BELTLINE ROAD AND RR USING GR CARES A~ ELEV 450. -NgM 5~.9C 30.09 ~0.09 G.CO O.OO 4~0.1~ 0.05 0.15 0.01 436.00 ~5503. 9513. 9125. 3715~. 772~. ~055- 19247. 1515. 220. 458.00 0,33 1.2~ 1,9~ 1.93 0,050 0.050 0.036 0.000 ~10.00 2058,00 0.000C~ 105G. 1590. 610. 2 0 0 0.00 ~69~.~3 7]66.32 CARD US~G 905,303 ~I¢IDE~ FLOW ~,70 £NCROACHMENT STATIONS= 2000.0 7360.0 TYPE= I TARSaT= 5560.030 SYN X-SEC TAKEN FROM 1"=400, TOPO AND FB-C AND IFCDIII PLANS NOT5 "N" VALUE TO REFLECT ENCR0&CHMENT IN FLOODWAY SHOWS O'EANK CLEARING BOT~ SIDES, FS-C FILL U.S. OF MUTTON BRANCH AND IFCOIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW ~EA5 .E~E BLCCKEO OUT DUE TO THE EFFECT OF -NDM ~EL~LINE ROAD AND RR USING GR CARDS AT ELE¥ 445. AND450.O -NDM ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX, SWALE -NDM 905.50 29.99 439.99 0,00 0.00 440.48 0,49 0.21 0.13 440.00 55800. 1~257, 24622. 12921. 4544. 3327. 4273. 1965. 274. ~26.00 0.~7 4.02 T.40 3.02 0.050 0.050 0,001 0.000 410.00 2016.98 0.001151 ~00. ~40. 1035. 2 0 0 0.00 160~,0~ 7350~00 1490 NH CARD USED *SECNO 908.000 3265 DIVIDEg FLOW 3470 ENCROACHMENT STATIONS= 1115.G ~2G.C TYPE= I TARGET= 5205.000 Nn CARD R~VTS~D TO iNCLUOE STCn~ (4030 CHANGEO TO 4190) ...... NDM tNE=FECTIVE FLO~ AREAS ~, T~{ RIGHT SIDE DIS OF EELTL!NE RD NDM 14 JUN 80 11:05:~2 PAGE 25 ~E;E ~ET ;P~ T~ 5~I~G~ TC THE EX. S~LF ~T ZLEV. ~4~. N]~ 9C5.JC 3G.24 443.24 O.O3 O.]O 4~G.89 ,].oS 0.55 0.05 ~40.00 55800. 12922. 3~791. 6087. 2547. 506~. 1~59. 2025. 2~1. 449.00 0.~9 5.07 7,26 3,67 G.050 0.050 0.050 O.OOO ~10.00 1115.00 0.001822 250. 270. 200. 2 0 0 0.00 1055.85 0320.00 0 CCMV= C.330 CEHV: 0.536 3265 DIVIDEO FLOW ~301 hV CHANGED MORE THAN MVINS 1~, J,JN 30 11:C5:09 _~51ZJllc;"',,,1 1CO PAGE v 3~73 ENCROACHMENT STATIONS: 1CO0.C 6521.0 TYPE= 1 TARGET: 5881.000 0/5 SIDE PROP. aELTLINE ROAD 5RIDGES 9C~.09 Z9.7~ ~39.79 G.O0 0.00 441.o~ 1.90 0.17 O.oZ 4~6o03 ~ 55.503. 5528. 47525. 27.4. 151~. ]998. 1012. 2017. 28~. 440.00 0.39 3.b4 11.~9 Z.?I 0.0~0 0.050 0.080 0.000 410.00 11Z4.~1 0,003615 59, ~, o~, 2 0 0 0,00 ~0~,~ 6~15,1~ '5~C'~3 9G~.7Cj $2C~ ~IVIBED FLO~ 3!70 .'.ORM~L 5RiDGf,'~c:j= 3c MIN E~TRB= 44~.30 M~X ELLC= ~43.']0 3473 ENCROACHM£NT STATISNS= 1C!30,0 6~1.0 TYPE= 1 TARGET: 5881.006 ~.70 29.92 *j~.~2 C.CO 0.00 4~1.72 1.79 G.GJ ..!~: 4-b.U' ))~CJ. o71~. .5~5. ='~. 15~. 3914. 1026. ~037. 2~?- 446.00 O.j, 4.=, ~1./1 5.15 ~.0~0 0.0~0 O.O80 0.000 410.00 1124.01 0.00j518 1. 1. 1. 2 0 0 -1~5.89 806.12 6315.39 *SECNO 909,600 32~5 DIVIDED =LOW 3370 NORMAL B~IDGE,NRD= 30 MIN ELTRO= 446.00 MAX ELLC= 445,00 3~70 ENCROACH~ENT STATIONS= 1000.0 5;~1,0 TYPE= I TARGET= 5881,000 ~C9.5C 30,d3 ~4.3,~5 C.O0 3,00 442.27 1.~ 0.~ 3,11 4~,00 G.S~ ~.2; !3.c7 S,~7 3.U~O 0.0~ 0.0~0 0.003 ~lO.~O 1123.25 0,00~53C 90. 90. ~0. 3 0 0 -179.~5 521,57 ~31~.75 1~ JUh ~ 11:3~:~: PAGE SECZ,.J CEPTtl CwS;L C:i~S ASELK ~G mY n~ OLDSS ~ANK ELEV Q CLO~ ~CH ;~05 AL05 ACH ARO~ VCL TW~ LEFT/RIGHT TIME VLOB VCH VRC~ XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLCH XLO~R ITRIAL IDC ICONT CORAR TOPWIG ENDST DIVIDED FLOW ENCROACHMENT STATIONS= 1000.0 68t1.0 TYPE= 1 TARGET= 5881.000 UIS S!CE ~ROp· 5~LT LiNE ~O~D E~IDGES 93,.~1 30.80 ~4,3.80 0.00 0.00 ~42.31 1.51 0.00 0.03 4~6.00 14 J;Jto 5~ 11:CD:09 ~512J13C*w1 100 P.D, GE 2,; ~5~C3. S525. 45502. 30~3. 1513. 4Zig. 15C7. 2052. 2~. 446.00 j.39 3.63 10.78 2.~5 C.O~O 0.050 O.0&O 0.009 410.00 1123.37 0,0C2945 1, 1. 1, 2 3 0 O,00 821.1~ o316,70 *5ECNO ~10.0C0 JZcS CIVlDED ~LOW !~Ol dV CHANGED MORE TH~N HVI~S 3~70 ~hCROACPMENT STATIONS= 1000.0 5365.0 TYPE= 1 TARGET: 5365.000 FROM HALF¢65. INSERTEO X3 IN R05 91~.00 ~1.97 441.~7 G.O0 0.00 442.05 0.67 O.0~ 0.25 442.00 ~5~00. ~723. 36723. 9354. 2951. 4722. 3080. 2060. 28~. ~3~.00 0.59 3.2~ 7.78 5.0~ 0.0~O 0.050 O.0~0 0.OOO 413.00 1075.55 C.001705 39. 39. 39. ] 0 0 O.O0 108~.53 63~5.00 ,SECNO 910.300 3265 DIVIDED FLOW 3]70 NORMAL BRIOGE,NRO= 8 MIN ELTRD= 449.50 MAX ELLC= 447.OO 3470 ENCROACHMENT STATIONS= 5920.0 11210.0 TYPE= 1 TARGET= 5290.000 FROM HALFF65. INSERTED X3 IN ~OE 913.~0 ~1.9~ ~41.98 0.00 0.00 442.7- 0.7~ 0.05 O.3~ ~49.50 55800. 1~903. 37~1o. 70~1. ~245. 45~7. 2~35. 2067. ~8~. 449.50 0.3g 3.3~ 5.23 2.53 C.O~O 0.053 O.C~G 0.000 4!3.00 5920.00 0.0015~4 30. 30. 36. 2 d 0 0.00 10o2.~5 11210.C0 14 JUN 86 11:05:4~ P~GE 27 SEEN3 D~PTH C~S~L C~[^5 ~S:LK E,~ HV ~L CIS~S ~NK ~LEV ~ ~LOa JCn .~G~ ;L]~ ACM ARO= VjL TWA LEFT/RIGhT TIME VL05 VCH VRC~ XNL XNC. XNR WTN ELMIN SST~ SLOPE XLOBL XLCH XLCBR ITRIAL IDC ICONT CORAR TOPWIO ENDST "SEC~,J ~10.5C3 5265 3IVIDEO FLOW JjTO NORMAL BRIQGE,NR'3= ~ MIN ELTRD= 44g.50 MAX ELLC= 447.00 3470 Ek~ROACH~ENT STATIONS= 5~20.C 11210.0 TYPE= 1 TARGET= 5290.000 ~'~ 14 Jj~, ~5 11:C~:39 551ZJ1~6'.1 160 PASt 25 FkOw HALFF65. [NSE~T{D X3 IN RO5 ~lJ.SC 3Z.02 ~2.3Z 0. O0 O.O0 4~2.77 0.75 O.Oj 3.00 ~9.50 55503. 13925. ~77~0. 7116. 3~57. ~b05. 2~50. 2072. Z~5.' ~49.50 O.5g 3.35 ~,20 2.50 0.0~0 0.053 0.080 0.000 410.00 5920.00 0,0C15~2 20, 20. 20, 0 0 0 0.00 1062.73 11210,00 CChV= 0.1OC CEHV= 0.300 -~t~,~ ~11.5C3 S2c~ CIVIOEO ~LOW ],?.l Er. CRO~C~'~ENT STATIONS= 11!]0.0 3495.G TYPE= I TARGET= 53~5.0g0 FROM IALFF6~. [NSE~TED X5 IN ~11.~0 32.3~ ~.~9 0.00 O. O0 442.94 0,55 0.15 0.02 ~O.OO 55~03. 74~0. ~0~61. 7~60. 49~. 58~4. ~783. 2102. 28~, 4~0,00 '~ ~ 1.51 8.92 1,64 0.150 0,050 0.120 O,OOO ~13,:]0 1100,00 ~.0~1~70 100. 100. 100. 2 0 0 0.03 173~.4~ 6495.00 1490 NH CARD USED wSECNO 9~0,970 3265 DIVIDED FLOW 3470 ~NCROACRMENT STATIONS= 2890.0 7080.0 TYPE= I TARGET= 4190.000 FROM HALFF65.~ CARROLLTON L~NOFILL EFFECTIVE AREA AODED AT ---NOM STATION 2g~O, LEFT 05 N LOWERED TO 0.100, ---NOM .075 IN PARK, .005 IN GDL= COURSS/C~RROLLTON PARK TOPO ~DOEO ~2j.97 J3,4~ ~3.49 C.O0 0.00 ~3.70 0,21 0.7~ 0.03 4~4,00 55~03. 17252. 29557, 9C12. 11Q~S. 5959. 695~. 2496, 5~. 0.~7 1.z, 4 ~.~ 1.2~ 0.3~1 0.050 0.05~ O.O00 ~lJ,O0 2~90.C0 G. OOE'5S7 9~0, ~0. 55C. ? 0 O O.Oj ~557.,1 7079.55 14 JUN 8o 11:05:42 P~GE 28 SECt;3 D:PTH C~SEL CQlw'S ~SEL~ E'S HV ~tL 3LOSS 5;N~ ELEV ~L05 ~Cd .RO= AL']5 ACH AR.DE VOL TWA LECT/RIGHT TIME VkO3 VCH VRC5 XNL XNCH XNR WTN ELMIN SST~ SLOP~ XLOaL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENDST i~;C ~., C~RD ~SED 3470 ENCROACHMENT STATIONS: 12450.0 157~0.0 TYPE: I TARGET: 32~0.000 ~90~: FROM RIVERCHASE MOCELICARRCLLTON LANDFILL ENCR. +PARK ---NSM ~3g.OC J4.3Z ~4~.92 0.00 0.00 44~.16 0.2~ 0.45 0.01 55800. 1~17. 2~75. 1~108. 8278. 5177. 5170. 2893. 400. ~40.50 0.54 1.79 5.Ig 2.73 C.050 0.0~5 0.040 0.009 ~09.60 lZ~50.00 0.0C0552 eJO. 903. 690. 2 0 0 O.OO ~280.a0 157J0.03 1~ JuN ~5 11:C5:09 5512Jl~o-W1 100 PAGE 1~96 hH CARD ,SECN3 ]~70 ENCROACHMENT STATIONS= 12600.0 15700.0 TYpe= 1 TARGET= 3100.OO0 ADDED FROH RZVERCHASE NODELICARROLLTON LANDFILL ENCR. +PARK ---NDH ~]7.50 ~9,~? ~-,37 C,CO 0,30 44~.51 0.1~ 0.3~ 0,01 ~3~,60 ~5~CO, 2.30~2, 15QC1. 1985~, 13539. ~268, 5~25, 3277, 459, ~40,70 ~.32 1.~8 3,73 3,41 0.053 0,045 0,0~0 0,000 414,50 12D00.03 ~;.OC~aJ7 800° 7c0, 7~0, 2 0 0 O,OO 3103,00 15700,00 0 1,9j Nh C~RD dSEC J2o5 DIVIDED FLOW 3Zd3 CRASS SECTION 95C.97 EXTENDED 0.72 FEET 3470 ENCROACHMENT STATIONS--- 11850.0 15050.0 TYPE= I TARGET= ]200.000 AODED FROM RIVERCHASE MODELIC~RROLLTON L~NDFILL ENCR. ADDED ---NDM 950.97 ]4.22 444.82 0.00 O. O0 445.00 0.24 0.52 55~C0. 8319. 23915. 23556. 7505. 52~0. 5990. ]919. S50. 442.50 0.71 1.11 4.55 3.93 O.OZ9 0.045 0.040 0.00~ 410.o0 11850.00 0.000474 1520. 1320. 1320. 2 0 0 0.00 2~08.55 15050.00 0 14 JUN 8b 11:05:~2 PAGE 29 THIS RUN EXECUTED 1~ JUN ~6 11:0S:5~ ,EC2 RELEASE DATED NOV 76 UPDATED MARC 19~2 ERROR CORR - 01,02,03,04,C5 MOGIF;CATIC~ - 50,51,52.S3,5~,55 NOTE- ASTER~5~ (*) AT L~FT OF CROSS-SECTION NUMSER INDICATES MESSAGE IN SJMMARY OF ERRORS LIST ELM FORK TRINIT~ RIVE~ S~CNO XLCM ELTRD ELLC ELMIN 8o~.~00 0.00 C.O0 G.CO 410.00 5Z40O.OO 4]7.49 0.00 4]7.55 1.35 2.06 2055~.70 aO~.300 O.GO 0.00 O.CO 410.00 4~200.C0 4]8.35 O.O0 4~8.41 ]~.300 0.03 C.OO C.O0 ~10.00 55800.00 459.65 0.00 ~:;;L !~ Ju~, ~5 11:0~:39 ~51ZJ155,~1 1GO ?~GE 27 ' _~7,J.O00 1370.CJ C.OO C.O0 41Z.00 37,~00.00 437,65 0.00 437.75 1.67 2.1~ 17482.02 28932.00 57~,000 1370.03 O,O0 C,03 412,00 4~00.00 ~8.55 0.00 ~33.6Z 1.77 2,24 20822.9~ ~3393.58 ~7J.300 1370.C3 C.O0 O,O0 412.00 55800.00 ~59,85 0.00 439.93 1.82 2.5~ 26211.09 ~1~07.99 583.000 200.C0 C.O0 O.O0 41Z.00 37400.00 437.68 0,00 437,8Z 3-8~ ]49 157~Z.19 18979.92 ~J.O0,3 230,C3 C.O0 O.O3 412.00 44400,00 ~3B.56 O,O0 ~8.65 ~.8~ ].3Z 17265.0~ ~3.000 230.C0 C.CO 0.00 ~12.00 5~800.00 439.~ 0.00 4J9.99 3.63 3.~6 Z2878,71 ~95.9G0 15~0.00 0.00 0.03 ~10.00 37~00.00 ~37.9~ O.O0 437.97 0.85 1.70 23862,7~ ~0305.09 895=900 1590.03 C.O0 0.00 410.00 44400.00 438.80 0.00 4J8,84 0.90 1.81 ~9~.900 1570.00 C.OO 0.00 ~10.00 55800.03 440.09 0.00 440.14 0.96 1.96 316Z5.82 5~0~3.48 ~05.J00 94C.C0 C.00 0.00 410.~0 37400.00 4J7.83 O.u3 ~38.2~ 16.84 6.7~ ~45.35 113~1.F0 ~0j.]00 940.C3 C.~0 0.~0 ~10.00 44400.00 438.69 0.00 4~9,1~ 11.29 7.08 10099.0~ 1321~.~4 905.~GQ 940.00 O.GO 0.00 410.00 55800.00 439.99 0.00 440.48 11.51 ~.40 1214J.1~ 90~.000 2~0.00 0.00 0.00 ~10.00 3~400,00 ~]~.12 O.OO 4]~.64 16.14 6.4,3 7104.15 yO~.~G3 ZtO.GJ O.OO 0.00 410.00 44400.00 438.97 O.OO 439.5j 1~.16 ~.?~ ~9~0.94 10~18.94 90~.000 2~0.00 6.00 O.OO 410.00 5~800.00 440.24 0.00 440.89 18.2~ ~.26 92~4.9~ 90~.690 69.00 ~.00 0,00 410.00 37400.00 4~?.8~ 0.00 439.1~ ~5-5~ 9.58 4997.54 7399.]4 90~.590 69.~0 G.CO 0.00 ~10.00 44400.00 438.64 0.00 440.19 ~0.07 10.56 560~.83 8095.56 90J.690 69.03 C.O0 0.00 410.00 55~00.00 459.79 0.00 ~41.68 36.35 11.89 908.~00 1.00 446.00 443.00 410.00 3~400.00 45~,8~ 0.00 439.18 40.5~ 9.70 486].56 5~4.~4 90].?00 1.00 446.00 443.00 410.00 44400.00 438.~ 0.00 440.20 4~.48 10.6~ 5461.58 644].52 905.~00 1.00 446.00 443.00 410.00 55800.00 439.92 0.00 441.72 55.18 11.71 6470.1~ ~511.90 JUN 86 11:05:4Z P~GE SECNO XLCH ELT~5 ELLC ELHIN ~ C~S6L C~IwS ~G 1G~,3 VCH ARE~ .31 909.600 gO.30 446.~0 443.00 410.00 37400.00 4~8.41 0.00 439.5~ 35.54 9.1~ 5288.45 627~,46 gO~.6OO ~0.C3 4~6.03 443.0'3 41C.00 44400.03 439.37 0.0;~ 44C.5~ 39.~5 9,8~ ~v~.bOD 9C.C: 44~,C.5 4;5.C] ~lO,Od 55EOC,Cj 4-Oac~ ],CO 4~Z.27 45.jO 10.67 71~2.4/ '~0~,~13 1,Cj C,G3 C,;~j 41G,OD 37400.~j3 ~3~,42 0,00 439,55 ZZ.46 9,O~ 5~jj.25 909,010 1,00 C.0S 0.30 410.00 44400.00 4]9.35 O.OO 440.6a 25.40 9.85 ~185,71 8513.01 90~.610 1.C0 G.O0 0.00 410.00 55a00.00 4~0.80 0.00 442.31 Z9.45 10.78 7349.4~ lOZSZ.97 910.000 J9.C0 C.CO O.OO 410.00 3~400.00 4~9.Zl 0.00 439.82 15.81 7.10 7852.8~ 9~67.28 ~10.000 39.C] C.CO 0.~0 410.00 44400.00 4~0.33 O.UO ~40.g7 16.9~ 7.38 S991.19 1G~75.51 ~lj. J03 ~.L7 r.~.? C.j~ ,I0.03 55EJC.'LO ,,1.~7 C.Cj ~Z.~5 17.65 7.7~ 10753.~'~ lj251.*~ ~10.500 ~O.CO 449.50 ~7.00 410.00 37400.00 4]~.2~ 0.03 45g.8~ 13.85 7.30 7787.9~ 100~5.42 glO.]O0 30.00 4~9.53 447.00 410.00 44400.00 4,0.34 0.~0 4~1.05 1~.75 ?.71 8950.11 11~.~6 ~lO.J00 ]0.00 449.50 447.G3 410.00 55~00.00 ~41.9~ 0.00 442.74 15.84 8.2J 10~7~.70 1431~.o6 913.500 20.~3 4~9.~0 4~7.0.] 410.00 3~400.00 ~39.Z~ 0.00 ~S9.~2 13.75 7.27 g10.500 20.~3 ~49.50 447.00 410.00 44490.00 4~0.~ 0.00 441.0~ 1~.57 7.6S 39d3.34 115~Z.57 1~ JJN 53 11:G~:3~ 5512j13e'Wl 1GO PAGE ;13.500 2G.CO 4~,c'.50 4~,7.C0 410.00 55BUO.O0 ~.~,2.02 0.00 442,77 15.72 8.20 10712.2~ 14372.~2 ~11.500 100.C0 C.03 C.O0 410.00 37400.00 ~g.58 0.00 440.07 14.05 6.23 10745.45 9~7~.9o 911.500 100.C3 C.CO O,O0 410.00 44400.00 ~40,73 0,00 4~1.24 13.97 6.51 12~9.J5 11d79.48 ~11.500 100,C0 C.OO 0.00 410.00 55800.00 4~2.39 0.00 ~2.9~ 13.70 6.92 15571.73 ~Z0.970 950.0'3 C.O0 C.O0 ~10.00 37~00.G0 ~0.68 0.00 4~0.97 6.9~ 5.10 14859.11 1~154.51 ~20.~73 950.00 C.OO 0.C'3 410.00 44400.00 4~1.83 0.00 ~Z.O] 6,2~ 5.03 18954.92 1777].19 ~2~.970 95C.C0 C.OO 0.00 410.00 55~00.00 4~3.~9 0.00 443.70 5.37 4.94 24905.4F 249~1.97 ~30.000 903.C0 0.00 0.00 409.00 37400.00 441.2F 0.00 441.72 9.61 6.18 9946.64 1206Z.Z9 ~30.000 903.C9 O.O0 0.00 409.60 ~00.C0 442.35 0.00 ~2.6g 7.55 5.72 1347~.50 1~15F.59 yJO.O00 9D3.C0 C.GO G.CQ ~09.60 5~800.G0 443.92 0.00 4~4.1~ 5.52 5.1g 11625.48 237~2.95 93Z.B00 7~0.00 C.O0 0.00 414.50 37400.00 4~Z.06 0.00 442.2D 3.80 3.57 1~479.13 191F3.19 937.800 780.00 0.00 0.00 414.50 ~4400.00 442.9~ 0.00 44~.10 3.65 3.65 19ZB1.~4 Q37.80~ 7~O.OO C.OO 0.00 414.50 55600.00 4~4.3~ 0.00 4~4.51 3.37 ].73 236]0.82 950.970 ~]ZO.O0 0.00 G.O0 410.60 37~00.00 442.5~ 0.00 442.78 4.73 4.1~ lZ5~4.8~ 17Z04.~8 950.970 1320.00 0.00 0.00 410.60 44400.00 443.4~ 0.00 443.68 4.S] 4.]3 14929.69 950,970 1320,00 ~.00 0.00 410.60 55800,00 444,82 0.00 445.06 4.74 4.55 18755.57 1~ JUN 86 11:05:42 PAGE ELM FORK TRINIIY RIVER SUMMARY PRINTOUT T~BLe 15C S~CNO ~ C~SEL DIF~SP DIFWSX DIF~S TOPWI~ XLCH 86~,503 37400.CC~ 457.~ O.O'~ O,CO 0.00 3~4.94 0.~0 864.300 44200.00 ~38.35 O.Sb 0.00 0.00 ]949.72 0.00 864.300 55800.00 43~.05 1.30 0.00 0.00 ~956.94 O.OO dFJ.,DaJ iS]DO.CO ~jg.o5 1.31 0.20 0.00 ~105.71 1370.00 ~80.000 37400.00 437.08 0.00 0.01 0.00 5~55.9F 230.00 880.000 4~400.C0 438.5~ 0.8~ 0.0~ 0.00 ~1~].69 200,00 880.000 55800.03 439.S~ 1.3~ 0.0] 0.00 ~301.05 200.00 ~95.900 44400.C0 45S.D0 0.85 0.23 0.03 3619.20 1590.00 ~95,90~ 558g0,C0 4~C,09 1.33 0.21 O,O0 3098,3] 1590.00 905.30D 3F400,C0 437.~5 0.0'] -0.10 0.00 1313,91 940.00 gO5.~OO 44400,C~ ~38.69 ~.~ -0,10 0.00 1546.g6 9~C,00 905,300 55800,0g 439.99 1.30 -0,10 0,00 lo04,03 940,00 14 JjN 5~ 11:C~:0~ aS12J13~1 100 PAGE 2~ vO~.O00 37400.00 43~.12 O.OO 0.25 ~C~.O00 44~00.C3 45e.97 0.~ 0.2~ O.O3 1019.2~ 270.03 ~3~.000 55800.03 440.2~ 1.27 0.25 0.00 1055.55 270.G0 90S.~90 57430.03 437.80 G.O0 -0.26 O.OO 781.70 59.00 90].690 44430.C0 4~8.~ 0.7~ -0.34 0.00 790.~9 09.00 i~O~.o90 55~30.00 ~39.7~ 1.15 -0.4~ 0.00 804.5~ J0~.700 37400.00 ,37,~o 0.09 0.00 0.00 731.72 1.00 ~0~.7G3 ~4~00.C0 4~.o5 C.Tg 0.01 0,00 790.89 1,00 90~.700 55800.00 439.92 1.2~ 0.14 O.OO 806.12 1.00 ~09.000 37400.03 438.~1 C.O0 0.50 0.00 7~8.25 ~O.O0 ?0~.600 4~400.C0 ~3~.37 0.95 0.72 0.00 7~9.55 ~0.03 ~O~.bO0 55800.C0 4~6.~3 1.45 0.91 0.00 ~21.67 90.00 ~0~.o10 37400.C0 ~38.42 C.O0 0.00 0.00 738.27 1.G3 ~09,~10 44430.00 43g.36 0.94 -0.01 0.00 799.45 1.00 909.010 55800.00 440.80 1.44 -0.03 0.00 821.18 1.00 910,000 37400.00 439.21 0.00 0.79 0.00 976.84 39.00 910.000 44400.00 440.33 1.13 0.97 0.00 1064.23 39.00 913.000 55800.00 441.97 1.64 1.17 0.00 1082.63 39.00 910.500 37400.00 439.23 0.00 0.02 0.00 1031.97 30.00 910.300 44400.00 440.34 1.12 0.01 0.00 1046.87 30.00 910.300 55800.00 441.9~ 1.64 0.01 0.00 1002o45 30.00 JUN 80 11:05:42 PAGE SECNO ~ C~S~L DIFWSP DIFWSX DIFK~S TOPWID XLCH 910.500 37400.00 439.26 0.00 0.03 0.00 lOSZ.3a 20.00 910.500 44400.00 44C.3~ 1.17 0.04 0.00 1047.25 20.00 910.500 55800.03 ~2.02 1.o~ 0.04 0.00 10o2.73 20.00 ~11,500 37~00.03 43~.5E C.23 3.32 ~11.~63 ~40O.CO 4~C.7~ 1.15 0.35 0.00 1735,65 130.0,] 911.500 55800.00 4~2.3~ 1.~o 0.37 O.CO 1736.43 100.00 ~20.970 57400.00 440.o5 0.00 1.10 0.00 ~5]0.70 950.00 923.970 44400.00 441.b3 1.14 1.10 0.00 35~6.2~ 9~0.00 ~2~.970 55~00.00 4~3.49 1.66 1.10 0.00 ~5~7.4t 950.00 930.000 57400.03 ~1.27 0.00 0.59 0.00 3230.00 9~3.03 933.000 44400,00 442.35 1.0S 0.52 0.00 32~0.00 993.C0 ~30.900 55830.03 4~3.~2 1.57 0.45 0.00 32~0.00 933.C9 ~37.800 37400.00 442.C0 0.00 0.79 O.O0 31~0.00 730.00 937.S00 44~00.00 4~2.97 0.90 0.62 0.00 J100.00 780.09 ~3~.~00 55800.03 444.37 1.40 0.45 0.00 3100.00 7~0.09 ', JjN a5 11:Go:,39 ~51ZJ1]c*w'l 100 ~AGE 33 ~50o~70 3?400.00 442.53 C.O0 0.50 0.00 2648.4~ 1320.03 ql ~50.97J 44400.00 4~3.45 0.8~ 0.49 0.C0 2723.4j 13ZO,eO ~ ~50.970 55300.00 4~4.~2 1.37 0.45 O.CO Z908.55 1320.00 f. 1 1~ jjh ~O 11:35:4~ PAGE 33 ( SUMN~RY OF ERRORS AND SPECIAL NOTES 14 JUN 86 11:06:01 PAGE 1 THIS RUN EXECUTED 14 JUN 86 11:06:01 ~EC2 RELEAS~ DATED NOV 76 U~DATED M~RC 19~2 ERROR CORR - ~1-02,03,04,05 MODIFICATION - 50,51,52,53,54,55 APPENDIX B SPLIT FLOW ANALYSIS MODELS Models Included in Jkopeniix B: Revised Existing Conditions - Left Overbank Revised Existing Conditions - Channel Revised Existing Conditions - Right Overbank Alternative 1 - LeftOverbank Alternative 1 - Channel Alternative 1 - Right Overbank Alternative 2 - Left Overbank Alternative 2 - Channel Alternative 2 - Right Overbank JJh ~6 09:C6:28 ~512J136'~1 11U PAGE 1 · U-So ARMY CORPS OF EKGINE~RS ~ATER SURFACE PROFILES verSION OF NOVembER ~97~ ' REVEED EXETING-LEFT · THE HYDROLOGIC ENGINEERING CENTER UPDATEO MARCH 19~2 PLOTFILE VERSION ' · DAVIS, CALIFORNIA 95~16 · (916) 4~0-2105 (FTS) ~45-2105 RUN DATE 14 JUN 86 TIME 9:06:11 X X XXXXXXX XXXXX XXXXX t X x x x x X x x X x X X XXXXXXX XXXX X XXXXX XXXXX X X x X X x x x x x x X X xXXXxXX XXXXX XXXXXXX 1 PAGE 1~ JUN 86 9:06:11 THIS RUN EXECUTED 1~ JUN 86 9:06:11 H~C2 R6LE~SE DATED NOV 70 UPCATED M~C 19~2 E~ROR CORR ' C1,32,03,0~,C~ MO[I~:CATZON - ~0,51,5Z,5~-5~,~) ..rr- T1 ELM FORK MODEL FROM A H. HALF~ ASSOCi~TES,INC.CCOPY FROM FT, ~ORTH CCE) T5 ELM FORK TRINITY RIVER wiT. LEVtE ~ FILL P~OJE,ZTSE EX. ~100=~4~00 CFS :> J1 IC.ECK IN~ NINV IDIR STRT METRIC ~VINS O wSEL F~ (L -1. 8. O. O. O.000OOO 0.OO 0.0 O. 458.3~0 O.OO0 ( J2 NP~OF IPLOT PRFVS XSECV X&ECH FN ALLDC IBw ChNIM ITRACE 1.000 C.OO0 -1.COO 0.000 0.000 0.OO0 0.000 O.O00 0.000 0.000 ( '..;iASLE CODES FOR SU,M~RY PRINIOUT 150.C00 C.U20 C.CDC C.0OC 0.OgO C.OOC O.COC C.CO0 O.CO0 C.OOo ,!: 14 Jd~ 85 09:C~:Z~ ~512J136*W1 110 PAOE 2 2T 7.COC 16500.000 30200.000 37400.C00 37400.030 59500.000 5~800.000 4~200.C00 0.000 O.CO0 ~C 6.075 0.O?] 0.045 0.1~0 0.300 0.000 O.030 O.0OC C.OOO O.CO0 ~.~ 8.000 0.050 ~983.000 0.035 10355.090 0.050 10700.000 0.100 10740.000 0.C50 ~ N, 109~C.090 0.100 11000.000 0.050 1~7~.000 0.035 138.~0.000 O.OOO 0.OO0 O.COO MODEL DEVELOPED BASED ON CURRENT FIS MODEL OF ]/8~ ' FILE -NON "ELMBLTR'° (N~TURAL RUN) AND "ELMBLFWR" (FLOODWAY RUN) -NDM ~! AS ELMFISX - THIS VERSION W~S FURTHER UPDATED TO REFLECT -NON THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR". NDM ELM~ISXR ~S DIVIDED FOR FLOW SPLIT INTO LEFT,RIGHT &CHANNEL NGM FRC~ ~ALFF~5. REVISEG TO REFLECT IFC~III O'FLOW SWALE -H&LFF xl 604.300 33.000 10740.000 109~O.OOO Z~OO.O00 2200.000 2430.000 O.GOO O.000 O.CO0 GR 445.000 9~09.90g 436.000 ggZE.0OO 435.800 0963.000 42].450 IOOZO.O90 42].450 10320.C00 G~ ~35.000 10355.00g 435.000 10356.000 435.000 10357.000 435.000 10500.000 436.000 10550.gg0 G~ 43o.500 10700.000 ~3~.000 107~0.0~0 43~.080 107~0.000 4S2.200 107~0.C00 423.Z~0 10~20.000 ,:Q 411.0~0 108~.0.003 410.0~0 10900.000 ~21.000 10~20.000 ~25.000 10~70.Cg0 ~,36.000 10980.Cg0 Jr b~ ~36.500 11060.00~ 4]~.000 11300.00~ 436.700 11400.000 435.000 11700.000 434.000 12200.000 ER 434.000 13474.00,] 425.50C 13508.000 ~24.10G 13649.00(} 4~4.10i" 136~1.0:0 4?5.530 13~1.C00 N~ 8.000 0.035 1385.000 O.OSO 22~0.0,]0 0.100 2325.~00 0.050 2625.~0~ 0.190 NH 2900.000 ~.~5. 3000.000 0.0~0 ~762.000 0.035 51J9-000 0.000 0.000 O.CO0 I GT 7.000 16500.gOg 30200.0:~0 37400.000 37400.000 595g0.G00 55~00.0~0 44400.00C 0.000 O.CO0 X1 &78.000 37.'30C 2325.000 2625.030 1200.C00 1400.0~0 1370.000 0.C00 0.030 O.CJO G~ 445.0~0 1100.003 424.000 .10)2.030 4~4.00G 13oZ.000 431.50~ 1355.06~ ~31.~3.i 13~5.00~ '. GR ~34.000 1565.00'0 434.000 1505.0']G 434.0~0 15~.bO~ 43~.~j- 1,70.C C 4~6.000 2125.C00 GR 43~.000 2260.000 43~.G00' 2~z5-m]n 430.030 23)0.000 412.0,]0 2390.000 412.000 2450.000 G~ 421.030 2470.~0~ 4:0-000 25~0.000 432.000 2555.000 434.000 2575-000 4]6.000 2590.C00 J GR 430.00G 2610.000 439.090 2625.000 438.G00 2900.000 437.4~0 3000.000 436.500 3500.C, 00 1 P~G~ ~ GR 425.730 ~03.000 4?4.300 ~9~4.000 424.300 ,950.OGO ~25.700 5109.030 433.800 51~5.690 G~ z, 35.000 515~.00L ~0.600 51~9.0.30 0,000 0.~00 0.000 C.OOC 0.000 0.600 N- S.OOO ,].050 1320.C00 0,050 Z2DO.C00 0.106 2325.090 0.050 2625.000 0.11]0 · .- ~3~.33~ 2.~= ' ~CCC.C'3[ ~.r)%D ,;7~2.C;~0 Q.'i35 cl ~9.,i?-f C.ii::3 ?.r ~- ~.CC~ R~FL~CT ;FCOIII C'~LOW S~LE ~ LEVE~. NOT~ "~." VALLE T0 ~EFLECT RACE TRACK ~ND TO~RS I~ FLOODW~Y xl 8~O.OOC 32.30~ 2325.030 2o25.009 200.C00 ~OC.COC 2.]0.000 j. OOC 0.0.30 O.COO ~ GR 438.000 ~80=000 4J~.000 10~0.000 42~.500 1200.000 436.000 13Z0=000 ~36=000 Z125.000 GR 438.000 2260.000 439.000 2325.000 ~JO.COO 2350.000 412.000 2390.000 ~12.000 2450.000 GR 4~1.~DC 2470.000 430.G00 2540.030 452.000 2555.000 454.000 25~5.C00 43~.000 2590.C'D0 GR ~j8.000 2o19.000 43~.0,~ 20ZS.O]g 438.600 2900.000 437.400 3000.G00 436.500 3500.C00 GR 436.000 555~.000 436.000 ~000.000 435.600 4200.000 4]6.000 ~500.000 ~36.000 4762.000 G~ 425.700 4B03.000 4~4.~00 ~944.0'j0 424.]00 4956.0U0 425.730 5109.0'30 413.800 5145.600 G~ ~35.000 516~.000 ~46.600 5199.0~0 0.000 0.000 0.000 0.000 C.030 O.Ci00 iT 7.000 0.900 C.CO0 0.0~0 C.e00 0.000 5890.000 5000.030 0.C00 O.COO ~ N~ 7.03g 0.050 ~70.000 0.100 4740.000 0.g50 4997.000 0.130 5042.000 O.C~O ~ 5752.030 0.050 ~C71.CjO 0.~55 7513.~00 O.gOO 0.03U O.OgO 0.0~0 G.C]6 ~:= 14 jJ~, ~ 59:0~:2~ 5512Jt36*wl 113 PAGE SYN. X-SEC TAKEN F~OM 1"=400, TOP3 AND FB-C AND IFCOII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AN9 TOWERS I~J FLOODW'~Y SHO~S 0'SANK CLEARING BOTH SIDES, FS-C ~ILL U.S. OF MUTTON BRANCH ~' AND IFCOIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV ~50, -NDM ' FLOW SPLIT STARTS AT THiS CROSS S~CTION NDM X1 ~95,900 62,300 ~740.000 ~997.000 10~0.000 o10,000 1590.030 0,000 0.000 0.C00 x~ 0,000 0,000 0,000 2000.030 0,000 ~200.000 O,C!]O 0.000 0,000 0,C00 , x, 1.05C 450,000 ~429.900 0.000 0.000 0.000 0.000 O.CO0 0.000 O,COO 6; ~2,500 1000,000 442,~00 19~8.000 458.200 2025,000 4~8.000 2050.000 430.000 2100,G00 GR 4~.0'30 2110,000 432,000 2150,000 432.000 2160.000 4]0.000 2110.000 428.000 2105,C00 ~ iS; ~22,000 2210,500 42~,000 225~,000 ~50.000 2245,000 452,0,30 2250,000 454.000 2270,C00 ~ ~5~,0~0 2300,000 ~30,0~0 2510,0~0 450,000 2776.000 ~36,200 2620.000 ~50,0~0 2820,C00 ~R ~8,000 443,3,000 ~3o.000 4~70,000 4~e.000 ~740,000 454.000 47~5,G00 ~52.050 ~7~.C00 ~! GR 45C.0a0 479O.000 42a.000 4aO0.OOG 410.000 ~B75.000 410.000 4905.006 428.000 4950,C00 GR 430.000 4~90.000 438.000 ~9~7.000 439.000 5042.000 437.800 5235.000 4~B.O00 5280.000 GR 436.000 5285.000 436o~00 5292.000 436.000 51tl.000 4]~.000 5317.~00 4]8.000 5]~5.000 ~ GR ~38.000 515~.000 ~]3.00G 53~.005 ~36.~00 5450.00~ ~]~.0,]0 5~4i'.C~0 459.100 5~09.C00 GR 4]8.000 5564.000 416.000 5584.000 436.000 5603.000 415.300 5696.000 4]5.500 5782.~00 GR 4]5.200 6071.000 425.900 6108.000 424.500 62~0.000 424.500 62~2.g00 426.000 6402.~00 i' GR 428.000 6580.000 429.000 ~285.000 4]0.000 7304.000 4]5.000 Z]22.000 4]6.000 GR 442.000 7373.000 442.100 751].000 0.000 0.000 0.000 0.000 0.000 0.050 ,e~ NH 5.000 0.050 ~895.000 0.100 4953.000 0.050 5110.G00 0.100 5200.000 0.C50 NM 7712.000 0.000 0.000 0.000 O.OOO 0.000 0.000 0.000 0.000 O.gO0 SYN X-SEC TAKEN FROM 1"=400, TOPO AND FB-C AND IFCDIII PLANS ~ NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWA~ 1 P~G~ 14 JUN 8~ 9:36:11 S~OWS 0'8~ CLEARIt. G ~gT~ SI~ES, FS-C F~LL U.S. OF HJTTO~; &~ANCH AND IFCDIII GRAPEVINE CRE~K I~PROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKBD OUT DUE TO THE EFFECT OF BELT/.I~E ~C~g AND RR USING CR CARDS At ELEV 4%5. AND450.O -NDM ~ ON RI'GHT SIDE THE FLO~ W~S ~XPANOED OUT TO THE ~X. SW~LE -NOM ,1 ~!S,~ ~I, ~ -~fT,'~ ~"~.CS' :~,'~ ~C~.~3~ ~,~.c~ C CC:~!~ '~.C~Q xS C,O]C 0.30J O,S']C' 2000.530 c. ODU 3500.300 0.0~'] U,CO., :3.Cju x~ 1,000 456,400 241&,000 0,030 O.CO0 O.O00 0.00'3 O,COC C,O00 O,C3O GR ~2,~00 1'300,003 4~2,600 ZO00,OOG ~3d,500 2026.000 ~b,OOO 2130.C00 454,000 2120,030 GR 432.030 2220.000 4~O.OOC 22]J.000 42~.000 22o5.000 42B,CO0 2278.0'JC ~28.000 22~0.036 ~ GR 4]0.000 2505,000 452,000 2314,000 4~2.000 2345.000 4~4,000 2556,000 436,000 2162,C00 GR 4]0.000 2~40.000 450.000 25a6.C00 4]6.000 2610.000 450.000 2610.009 450.000 4380.C00 ~: Go ~50.000 4773,000 440.000 ~7F0.000 L3~.~OO 4810.000 4]E.&OC 4895.000 440.000 ~914.C90 ~ G~ 440,000 4~5~.000 430.030 ~9~3,C00 426.000 4971,000 410,000 5C50.000 410,000 G~ 414.000 50~5.309 41~.000 50~9.030 418.000 5093.000 420.000 5696.000 422.000 5102.C00 GR ~4.000 5105.300 42~.000 5110.030 ~2a. O00 5158.000 450.000 5200.OGC 432.0~0 5240.000 ,]:' ~.000 52~5.303 ~3b. OOG 52~.00~ 4~5.C00 5290.000 458.00C 5~00.00~ 4~8.000 ~5j5.000 GR ~45.000 5385.000 4k5.C00 5855.050 ~5.000 ~163.000 445.000 6203.000 444.300 622~.050 C; ~4.ZOC 6625.33'3 4~4.000 ~52~.030 ~56.030 0552.000 z~5.~O0 67~5.000 455.2~0 7070.CC0 ~ G~ ~4.000 71~5.000 4~4.000 ?205.030 ½54.200 7~50.000 4]5.550 75~0.000 4~2.030 7620.C00 ~R 4~2.~00 7712,000 G.O00 0.000 0.000 O.OOG 0.000 O.CO0 0.030 C.COO ~ 11~ J~, ~0 09:Uo:25 d512J130,W1 11~ DACE ~ ~;H 5.00C 3.050 1450.000 0.050 :.~i]O.CO0 0.050 ,,1~0.000 0.050 ~,250.000 O.CSG i',, ~635.00C 0.000 0.000 O.OJO 0.C30 0.000 0.000 O.CO0 0.030 O.CO0 ~' NH CARD REVISED TO Z~CLUDE STCHR (4030 CHANGED TO 4190) ...... NON 4/1/80 INEFFECTIVE FLOW AREAS ON THE RIGHT SZG~ D/S OF BELTLINE RD NDM WERE SET FROM THE BRIDGE TO THE EX. SWALE AT ELEV. 44~. NDM ~' FROM HALFr:65. INSERTED X3 IN ROB Xl 936.000 43.000 38~0.C00 ~1~0.000 250.000 .~O0.OOO 270.000 0.600 0.000 O.CO0 x3 0.000 0.000 0.000 1000.000 0.000 ]000.000 0.000 0.000 0.C00 O.CO0 ? x~. 1.000 t.t.:/.500 3800.000 0.030 O.O00 0.000 O.OOO 0.000 0.000 O.GJO GR 445.000 1000.000 4J7.000 1020.000 4~7.000 1180.000 4~3.000 1151.000 432.000 1220.000 GR 4~0.000 1250.000 42~.000 1270.000 428.000 1290.000 4J0.000 1305.000 4~2.000 1325.000 GR 4J4.000 1380.300 437.000 13~1.000 437.000 1~50.000 4]7.000 1500.000 44g.500 1530.C00 G~ 440.000 ]~CS.OO0 4~0.000 3~]0.030 ~30.~00 ]840.000 410.000 3900.G00 410.000 3~28.000 GR ~16.030 3~d0.000 4~0.000 40]0.000 4]~.C00 4050.000 430.000 ~100.000 4`38.000 4170.C00 [ GR 440.030 4199.000 449.000 ~,1~0.000 z, 49.500 4250.000 450.000 5655.000 437.000 5655.C00 GR 437.000 6100.000 435.500 6101.000 436.000 6165.000 4]2.000 6200.000 432.000 0210.C00 GR 4~6.000 6220.000 436.000 6340.000 457.000 6~1.000 437.000 68~0.000 450.0J0 ~C 0.080 O. 0~0 O. 050 0. 300 O. 500 O. 000 O. 000 O. 000 O. 000 0. 000 FROM HALFF65. INSERTED X3 IN ROB ,~ I PIERS INSERTED FOR EXISTING BELTLINE ROAD NOM Xl 909.000 63.000 37~0.000 4050.000 100.000 100.000 100.000 0.000 0.000 O.CO0 X3 a.000 0.000 0.000 1000.000 0.000 3000.000 0.000 0.000 0.000 o.ooo BT -44.000 119~.000 440.000 440.000 1195.000 440.000 458.000 12J2.000 440.000 438.000 BT 0.000 1232.000 440.000 433.700 1232.700 440.000 433.600 1232.700 440.000 438.000 BT 0.000 1270.000 440.000 438.000 1270.000 440.000 4~0.000 1~70.700 440.000 4]0.000 ~ BT 0.000 1270.700 440.000 4S8.000 1307.300 440.000 4~8.000 1307.]00 4z, O.O00 434.800 BT 0.000 1~00.000 440.000 4]4.800 1308.000 440.000 4~8.000 1345.000 4z, 0.000 438.C00 eT C.O00 1345,000 4~0,000 4~0,000 1515,000 440,100 440,100 1520,000 449.500 449,530 ~ aT C,O00 3780.000 4~.500 4~0.590 37P0.000 4~0.600 446.600 ]TQO.CO0 446.600 442.630 BT C.00C 3~17.303 44~.5~0 4~2.530 3~Pl~.GDO 4`46.~00 4~.~,]0 3~21.CJ0 ~46.o00 4~7.c00 BT C.OOC 3821.000 ~6.o00 z,~2.60.3 ]85~.00C 4~6.60[. 442.600 3~.9.000 446.60U 413.700 14 JUN 86 9:06:11 PAGE ~T 0,030 ZP-9~.]OD 44~.63~ 41~.9]!] 3~1.0PC 44~..-.C.~ 4,~.~_ cT C,Dub jg7'},jC:j 4~c.03C k. 21,6'j.3 j'~I.CJL~ 4,~o,eO(j 4ZZ.-'jC j~IS1,CU'3 4~c.oJG 8T C.OOG 4050.000 4~6.600 442.5'30 4050.C00 445.0S0 446.6C~ ~CSO.GOC 4~6.530 ~6.5JC ET G.OOC 4085.000 4~9.5r~0 ~,49.530 5~70.C00 ~50.000 450.0~0 5o75.C00 439.900 439.930 BT G.000 5553.000 4~0.C00 z,~O.O']O ~2DO.OCO 440.200 4~0.~00 0200.000 ~40.200 ~38.600 ~ BT 0.000 6240.000 440.200 438.000 6240.000 440.200 440.200 0.000 0.000 0.C00 GR 449.500 1000.000 450.000 1070.0~0 440.000 10?0.000 440.0~0 11~5.000 438.030 1195.000 GR 4~6.000 1215.000 454.000 1230.0,]0 433.700 1232.000 4]3.600 12~2.700 432.000 1245-00r3 { G~ ~0.000 1255.000 430.000 1270.000 430.000 1270.700 430.000 1255.000 432.000 1290.C00 GR 4~4.000 1300.000 434.500 1307.300 ~34.500 1508.000 436.000 1320.000 438.000 1345.000 GR 440.000 1345.000 440.100 1515.030 449.500 1520.000 449.500 3700.000 446.600 3790.C~0 C.Q 442.600 3790.000 4~0.000 5~15.000 4~9.400 3~19.000 4~7.000 ~821.000 430.000 3840.600 Gk 413,700 3~80,000 413,C00 ]5~1,000 ~10,000 3900,000 410,000 3950,000 421,600 5979.000 G~ 427.430 3c/81.000 (`30.000 4000.000 ~,34.000 ,f, 020.O00 440.090 40z, C.CO0 (,42.600 4,050.000 J GR 4~6,600 4050.000 446,600 4050,030 446,000 4050,000 446,600 4,05C.000 446.500 40BO,CO0 G~ 4~9,530 4055,000 ~SO.CO0 5670.030 ~39,930 5675.000 ~0,000 ~850,000 440,200 ~230,Cu0 c~c~o c~c~c~ oooo~ooo,,",oo,n oooo,~oo~oo,n o oo~,ooooooooo,,", --~ 4~ '~ ~ ............................... ~ 14 Jj~ o3 D9:05:~ :512j1JO*~l G~ 4~7,000 11~80,900 ~50.000 11~i0,030 450,0.30 1~1~0,000 4~7,000 131~0.000 4~0,000 1.~Z20.000 I;~ ~58.000 13310.000 438.C00 13~.50.030 440.C00 13465.000 4~2.090 134~0.030 442.000 13610.000 G~ ~4C.000 13~70.300 439.500 13700.030 4~0.000 137]0.000 440.C00 139F0.030 439.200 14020.C00 ¢ G~ 44G.000 14070.000 4~?.G00 1~100.0~0 450.000 14100.000 0.000 0.000 0.000 O.COO FROM HALFF65. INSERTED X3 IN ROB Xl 910.5~0 0.000 0.000 O.GO0 20.000 20.000 20.000 0.000 0.000 0.000 x2 0.030 O.OGO G.OOO 0.0.]0 0.000 0.000 1.000 0.000 0.030 O.CO0 XJ 0.000 0.000 0.000 59~0.0.~0 O.GO0 7030.000 0.0,30 0.000 0.000 O.CO0 NC 0.150 0.120 0.050 0.100 0.300 0.000 0,000 0.000 0.000 0.000 FROM HALF~65. INSERTED X3 IN ROB Xl g11.500 4~.000 3830.000 ~1~0.000 100.000 100.000 100.000 6.000 0.000 O.GO0 x] O.00C 0.000 0.000 1100.000 0.000 3000.000 0.000 O.CO0 0.000 0.000 GR ~45.000 1000.000 4~8.000 1020.030 438.000 1100.000 430.000 11~.C30 434.000 1150.000 ~ GR 432.000 lZZO.O00 430.000 1250.000 425.000 12t0.000 428.000 1290.000 4]0.000 1]05.G00 GR 4~2.000 1~25.900 414.000 1365.000 436.000 1450.000 4~6.600 16~0.000 449.500 1695.C00 GR 449.500 ~755.000 440.000 ~756.000 440.000 38]0.000 430.000 ]640.000 410.000 ]900.C00 ~ G~ 413.0~C 3~2~.000 41~.CG0 39~0.000 430.000 40~0.000 4~4.000 4050.600 43~.000 4130.C00 GR 438.000 4170.000 440.000 4190.000 440.200 4210.000 440.]00 42~0.000 449.600 4Z20.600 GR 449.900 5600.000 440.000 5601.000 440.000 6000.000 4]5.000 6001.000 4]6.000 6165.~00 ~m~ GR 4~2.000 6200.000 432.000 6210.000 4~6.000 6220.000 4~6.000 6400.000 440.000 6401.000 GR 440.000 6~19.000 450.000 68~0.000 450.000 ~295.000 4~8.000 ~300.000 438.000 8475.000 GR 44C.000 9500.000 450.000. 9505.000 450.000 10800.000 0.000 0.000 0.000 O.GO0 NH 6.000 0.100 ~740.000 0.0?5 4950.000 0.100 4970.000 0.050 5265.000 0.120 NM 65Z0.000 0.065 7385.000 0.000 0.000 0.000 0.030 0.000 0.000 C.CO0 ~ FROM HALFF65., SPLIT FLOW ENDS U/S F~OM 920.97/CARROLLTON LINDFILL -NDM EFFECTIVE 4REA ENCROACHMENT SET ~T STA 28901LOWERED LOB N TO 0.100, -NDM .075 iN PARK, .065 IN GOLF COURSE/C~RROLLTON P4~K TOPO 4DOED -NDM ~ Xl 920.97C ~.000 ~970.000 5265.000 950.000 550.000 950.000 0.000 O.OOO O.CO0 X3 C.OOC 3.003 C.O00 2~0.0~0 O.CO0 37~0.000 0.0~0 0.000 O.C'30 C.CO0 GR 4~0.00C 1000.000 ~37.030 1005.033 4~0.C00 1400.000 452.000 !900.C00 434.000 2260.C00 ~ GR 4~6.000 2~?0.000 438.000 2495.000 4~.200 2?50.000 4~8.000 3005.000 437.800 3200.000 GR ~3~.000 3,00.000 440.006 3~70.000 ~40.000 3765.000 4~S.O00 3~?~.000 4~0.000 SF50.CO0 GR 4S4.000 3830.000 432.000 3870.000 432.000 3935.000 4]4.000 3985.000 436.000 4125.000 _ GR 437.300 4]09.000 437.300 4310.693 441.000 4675.000 i:D 4'~,C]2' 4~9~.)f;~) :,xj,C]C, d~ ,1~,0.30 51~,O'J'J ~lO.COC 51~0.00~ 4i,j,C.Di~ 51~5.000 42~,Cj,~ 51iS,JOC ~Z~,OOO 5~jU.CO0 14 JUN 86 ~:06:11 PAGE GR 430,000 5Z50,003 ~3o,000 5255,003 438.800 5325,000 450,000 5350,000 450,000 5775,030 GR 4~8.100 5780.000 43~.030 6155.0.]0 457.000 0530.000 4~9.000 6~05.308 4JE.OO~ 7C25.000 ( Cq 4~7.,00 7979.000 4~q.500 7010.0~0 44~.500 7385.000 C.OUO O.CO0 0.030 0.000 CT 7.000 0.003 O.C]O 0.000 0.000 0.000 558]0.030 44400.00~ O.OOO 0.000 NH 5.000 0.350 lJ650.000 0.050 14~02.C00 0.0~5 147~].090 0.040 15730.000 0.055 kH Z0000.030 0.000 0.000 0.030 O.CO0 0.000 0-0!~0 D.O00 O.ODO O.CO0 ~0350 FqO~ RIVeRCHASE MODEL/C~RROLLTON L~NDFI~L END?. ADDED ( X1 910.0'30 50.000 1~5~2.0~0 147~3.030 600.00~ 600.00C g~3.000 O.OOO [i.~30 O.CO0 X3 0.0~0 0.000 0.~00 12450.0]0 0.000 157~0.000 4~4.600 0.030 0.090 G.CO0 ~; 1~ J:JN ~D 39:C~:28 ~512J156,~1 110 oASE 7 02 45C.00C 6050.000 442.000 ~C60.060 ~4C.~DO 6335.00C 440.700 6850.000 440.0!]0 7170.[00 52 4~C.000 7720.000 434.000 j350.006 434.0~0 a625.000 4~0.00C 9410.C00 440.700 13380.C~0 G~ 4~6.030 10885.000 ~35.000 11575.000 436.100 11830.000 4~7.500 12000.000 440.000 12150.C30 ~ GR 4~0.00C 12450.000 4~0.000 13000.000 4~0.200 13680.000 4~0.000 1~197.000 439.000 1~]9Z.~00 GR 438.00C 14462.000 435.000 144~Z.000 434.400 14502.000 431.400 1~572.000 431.030 14607.000 GR 415.900 1~639.000 409.600 14641.000 409.600 14695.000 415.900 14697.000 427.430 147Z0.090 ~ ~29.200 14739.000 430.400 14765.000 4~0.500 1478].000 4~0.000 14810.000 441.200 1~360.C00 G~ 4~6.00C 14a90.000 4]S.000 15054.000 438.000 15~]0.C00 ~]B.000 171~5.000 ~37.500 1~425.C~0 ~ 437.500 17085.000 43~.000 1~130.000 43~.e00 18900.000 4~0.000 19100.000 4~1.0,]0 1~360.c~0 c.c ~2.0~0 19o20.000 4~3.000 19735.0~0 444.c00 19850.000 4~5.000 19905.000 450.000 20ooo.coo NH 5.0~0 0.065 1~5.000 0.0~0 147~.000 0.045 15050.000 0.0~0 15~00.000 0.6~5 ~ 2OOOC.OOC 0.000 0.000 0.000 0.000 0.000 O.CO0 0.000 0.000 O.CgG aDDeD FROM RIYERCMA~E MODEL/CARROLLTON LANDSILL ENC~. ADDED -NDM X~ 957.830 54.000 147d3.000 15050.000 800.C00 7~0.000 7S0.000 0.000 0.000 0.000 ~ X3 C.030 0.000 0.000 12600.000 0.000 15700.000 444.800 0.000 0.0j0 0.000 G~ 438.000 8000.000 438.000 ~920.000 440.000 9230.000 4~0.000 ~640.000 436.900 GR ~40.500 10500.000 4]0.500 10700.000 ~38.500 11080'.000 4]8.500 11440.000 445.100 11510.C~0 { GR ~8.500 118o0.000 402.200 11920.000 4S?.000 12530.000 4~0.000 12600.000 43~.000 15165.COU GR 437.500 13835°000 439.500 14315.000 440.000 14510.000 440.000 14585°000 439.000 14~00.000 GR 438.000 14635.000 43?.000 147Z5.000 435.000 14760.000 434.600 14783.000 432.900 14833.000 ~ ~R 416.500 14866.000 414.500 14867.000 414.500 14939.000 416.500 14940.000 430.~00 14959.~00 G~ 4~1.800 14970.000 441.900 14990.000 440.700 15046.000 440.700 15050.000 441.800 15099.CC0 GR 441.]00 15100.000 440.000 15244,000 429.400 15284.000 429.400 15514.000 438.000 15550.C00 ~ 6R 458.000 15700.000 438.000 16700.000 438.800 17120.000 436.600 17300.000 438.000 17450.G00 GR 438.000 17650.000 457.600 17830.000 4~8.000 18040.000 439.500 18450.000 4S9.300 19100.C00 GR 440.000 19400.000 442.000 19805.000 445.000 19915.000 450.000 20000.000 0.000 0.G00 NH 5.C00 0.060 119~0.000 O.O~e 14000.C00 0.045 14320.000 0.040 15050.000 O.C~C NH 19030.000 0.000 O.COC 0.000 O.GO0 0.0~0 0.000 0.000 0.000 i~ ~DD=G F~OM RIVERCHASE MDDEL/C~RROLLTO~ LANDFILL ENCR. ADDED Xl 950.~70 57.000 1~C00.006 1~320.006 13ZC.000 1320.000 1320.030 0.C00 O.0O,j O.CLL x3 0.000 3.'300 O.O00 11850.000 O.CO0 1~050.000 445.000 0.000 0.000 0.000 ' GR 452.80a 6000.~00 452.400 61'30.003 444.300 5]00.000 4~&.230 5400.090 4~2.400 ~590.CC3 GR 441.500 6~00.000 4~Z.500 7100.000 437.000 7500.000 435.900 8~75.000 439.800 91~0.C'~0 GR 4~0.200 9110.000 4~9.900 9Z10.030 4]5.100 9?00.000 435.030 10100.000 440.5'30 10300.0~C __ CR 440.23C 10500.903 441.40~ 10600.090 445.0D0 11000.000 442.3~0 110.30.C00 440.9~0 11~50-C~0 G~ ,~.ODC 1!600.963 ~.~.jO 15700.000 ~41.~06 13800.000 442.~30 13~4~.C~jC ~5.200 159~0.C~D G~ ~.5.OOC 14003.:]03 427.000 14135.005 412.700 14175-000 41C.~DC 141)0.C.70 4?8.000 1~235.Cj2. 02 ~26.0GC 14260.000 430.000 14300.03g 4~2.500 14320.000 440.90G 14444.090 ~40.900 1~594.C00 GR 429.800 14634.000 429.800 14864.000 439.100 1~900.000 439.750 15050.000 440.400 152~0.6;0 ~ GR 439.40C 15400.000 439.200 15800.000 436.600 158~0.000 437.800 15000.000 438.500 1?100.000 GR 439.300 17444.000 439.900 17700.000 439.400 17800.000 4~9.3C0 11540.000 441.800 18900.0L0 1 PAGE !,,, 4~3.830 1~53.003 4~4.100 1~0;30.0.30 O.CJO O.O00 0.0'30 0.C30 0.030 O.C;O EJ C.030 0.000 0.000 0.000 0.000 0.000 O.OOO 0.000 0.000 0.~30 1 PAGE 14 JUN 85 9:06:11 ;' 1~ JUf~ ?.5 09:C3:28 ~,512J1~6*W1 110 PAGE SECN) DEPTH CWSEL CRI~S ~SEL~ EG nV HL OLOSS SANK ELEV .~ GLOB ~CM ~ROB ALO~ ACH AROB VOL TW~ LEFT/RIGHT TIME VLOB VCH VRO~ XNL XNCH XNR WTN ELMIN SSTA ~LOPE XLOBL XLCH XLO~R ZTRIAL IDC ICONT CORAR TOPW[D ENDST < :.,V= C.IOC CEHV= 0.30C 1~9'3 NH CARD USED ~GOEL DEVELOPED ~ASEC ON CURRENT FIS MODEL OF 3/~6 - FILE -NDM "ELMDLTR" (NATURAL RUN) A~iO "ELMBLFWR" (FLOOD~AY RUN) -NDM AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE'* ELMFIEXR". NDM ELMFISXR WAS OZVIDED FOR FLOW SPLIT INTO LEFT,RIGHT gCHANNEL NDM FROM HALFF65. REVISED TO REFLECT IFCDIII G'FLOW SWALE -HALFF ~.5C 2~.35 435.35 0.00 438.]~ 45~.41 0.0o O.GO 0.00 ~36.G0 ~4200. 15k92. 8259. 20449. 6261. ]853. 1~838. O. O- ~6.00 0.00 2.47 2.14 1.48 0.056 0.050 0.041 0.000 410.00 9918.47 0.000116 Z300- 2~30. 2200. 0 0 0 0.00 3949.72 13868.19 1~90 NH CARD USED · SECNO 878.000 3265 DIVIDEO FLOW a?a. OO 26.55 ~3~.55 0,00 O,OC 438,62 0.07 0.23 0.30 ~4~00. 16555. 9103. lo732. 7~87. ,OS~. 9076. 6e5. 123. ~9.00 0.17 2.~2 2.2~ 1.~ 0.057 0.050 0.0~ O.OOO ~12.0C 1019.06 0.0C0177 120~. 1~70. 1~00. I l] 0 0.00 3~3.12 5177.4~ t~90 NH CARD USED · SECkO ~80.000 3265 9IVIDE~ =LOW 32~0 CRCSS SECT;ON 5~G.GO EXTE~DE; 0.~ F:ET FRO~ HALFF~. ~B-C 5wALE ENDS ~ N END OF P~-C LEVEE. 2EVISED TO REFLECT I~COIII G'FLOW SWALE ~ LEVEE. NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY ~80.0C 26.50 .~3'~.56 0.00 0.00 438.66 0.12 0.05 0.01 439.00 0.19 1.41 3.]2 2.72 O.OSO 0.05~ O.G~O 0.000 ~12.00 ~BO.O0 0.00~8 200. 200. ZOO. 1 0 0 0.00 4143.69 ] 14 JU~ 8b ~:06:11 PAGE SECNO DEPTH CWSEL CRIW5 ~SELK EG HV HL OLOSS BANK ELEV "" 1, JUN ~5 09:00:28 ~512J1~6,~1 110 PAGE _ ~ ~LO~ ~CH QRGB ALOB ACH AROB VOL TW~ LEFT/RIGHT TIHE VLOB VCH VRC~ XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR iTRIAL IDC ICONT CORAR TOPWID ENDST 1590 NH CARD USED · SECNO 895,9C3 !~73 aNCROACHMENT STATIONS: 2000,0 3200,0 TYPE: 1 T~RGET: 1200,000 SYN. X-SEC T~KEN FROM 1":~00' TOPO AND FB-C ~ND IFCDII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY SHOWS D'BANK CLEARING EOTH SIDES~ F8-C FILL U,S, OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM OF BELTLINE ROAD AND RR USING GR C~RDS ~R ELEV 450, =NDM ( FLOW SPLIT STARTS AT THIS CROSS SECTION NDM 895,~0 11.96 ~3B,96 0,00 0,00 ~38,97 0,01 0,27 0,01100000,00 ~00~3, 5000, O, O. 6172. O, O, 1035. 191, 100000,00 ~ O,i~ 0,81 0,00 0,00 0,050 O,OSO O,O~O 0,000 421,U0 2016,39 0.00004~ 1060. 1590. 610. 2 0 0 0.00 B01.61 2820,00 0 iZ,~ 1~90 NH CARD USED · SECNO ~05.]00 i ]470 ENCROACHMENT STATIONS= 2000.0 ]SO0oO TYPE= 1 TARGET= 1500.000 SYN X-SEC TAKEN FROM 1"=400' TOPO ~ND FB-C AND IFCDIII PLANS NOTE "N'* VALUE TO REFLECT ENCROACHMENT IN FLOODWAY ~ SHOWS O°BANK CLEARING BOTH SIDES~ FB-C FILL U.S. OF HUTTON BR~NCH AND IFCDIII GRAPEVINE CRE~K IMPROVEMENTS ~NE~FECTIVE FLOW AREAS ~ERE BLOCKED OUT DUE TO THE EFFECT OF -NDM ~ BELTLINE ROAB AND RR USING GR CARDS AT EL~V 445. ~ND450oO -NDM ON RIGHT SIDE TH[ FLO~ WAS EXPANDED OUT TO THE EX. SWAL~ -NDM 905.~0 10.99 ~]B.99 0.00 0.30 439.01 0.0~ 0.0~ 0.01103000.00 500]- 5030. J- O. 3~69. C. O. 11C~- 200. 130000.00 0.66 1.~S 0.00 G.O0 0.050 0.050 0.040 0.00~ ~2~.00 2023.06 0.060136 600. ~3. 1035. 2 O 0 0.03 ~5.94 2~10,00 · SECNO 90~,0C3 3~70 ENCROACHMENT STATIONS= 1000,0 ]000,0 TYPF: 1 T~RGET= 2000,O~0 NH CARD REVISED TO INCLUDE STCHR (40]0 CHANGED TO ~190) ...... NDM 411186 .ll, INEFFECTIVE FLOW ~REAS ON THE RIGHT SIDE DIS OF BELTLINE RO WERE SET FROM THE BRIgGE TO THE EX, S~&LE AT ELEV, 449, NDM F~SM H~LF~65, INSERTED x5 IN ( ~CS.0O 11,01 539,01 0,00 3,00 439,09 0,09 0,05 0,02100000-00 5C00, 5000, 0. O, 2128, 0. 3, 1120, 203, 100000,30 '),~9 2,15 g,00 0,00 0.050 0,050 O,C~0 0,00,3 42~,00 1014-ga 3.~G05~ 250, 270, 200, 0 0 0 0,00 G85,02 1500-00 0 1 PAGE ~ 1~ JUN 86 9:36:11 ~ 1- JUN ~ 09:G~:2~ ]512J116*w1 110 PAGE SEC~JO CGPTH CwSEL CRI~S WSELK EG HV HL OLOSS BANK ELEV ~ CLOB QCH QROB ALOB ACH AROB VOL TW~ LEFT/RIGHT TI~E VLO6 VCH VRO~ XNL XNCh XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLO~R ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= 0.300 CEHV= 0.500 · ]~C~O ~09.0Og 3301 "V CHANGED MORE THAN HVINS 3~70 NCRMAL BRIOG~_,NRO= ~4 MIN ELTRO= ~59.90 MAX ELLC= ~,50.00 3470 ENCROACHMENT STATIONS= 1000.0 3000.0 TYPE= 1 TARGET= 2000.000 FROM HALFF65. INSERTED X3 IN ROB e PIERS ZNSERTE3 FO~ EXISTING BELTLINE ROAD NOM 909.00 8.71 438.71 0.00 0.00 439.75 1.05 0.18 0.~8100000,00 5000, 5000, O, O, 609, O, O, 1123. 204. 100000,00 0.70 8.21 0.00 0.00 0.080 0.050 0.080 O.OOO 439.00 11~5.00 ~ 0.059354 100. 100. 100. 2 0 0 -117.1~ 150.00 1~45.00 · 5ECNO 909.]00 ]~01 HV CHANGED MORE THAN HVINS ~ 3370 NORMAL 8RIDGG, NRD= 4~ MIN ELTRD= 439.9G MAX ELLC= ~50.00 ~ 3470 ENCROACHMENT STATI']NS= 0.0 ]OgO.O TYPE= I TARGET= 2999.999 - FROM HALFF55. INSERTED X] I~ RO~ 909.~0 10.9~ ~O.~o C.CO 0.00 4~1.~3 g.~7 1.37 0.20100C00.00 5003. 5000. ~- O. 102~. O. 0. 1124. ~0~. 100000.00 g.7C 4.~7 O.OC O.gO ~.050 0.0~] 0.C~0 O.OCO 43g.~0 1070.C0 ~ · SECNO 909.Dg'1 3~70 ENCROACHMENT STATIONS= 0.0 3000.0 TYPE= 1 TARGET= 2999.999 J FROM HALFF65. INSERTEO X] IN ROB 909.6G 11.41 441.~1 C.00 0.00 441.~9 0.08 0.0~ 0.0~100000.00 5]~). 50~g. O. O. 2231. C. '~. 11~5. 205.10C00g.?0 0.~ 2.2~ O.OC C.O0 0.050 0.050 0.0~0 0.000 ~30.00 1075.~5 0. gC]~56 30. 30. 30. 2 0 0 0.00 395.0~ 1470.~9 1 P~GE 11 14 JUt, ~o 9:3~:11 :~EC~.Q G5PT, ZWS~L .RIWS ~SELK EG ~V HL CL]S~ ~APuK EL:V jUN ~ 09:0::Z5 .~512J1~5.,1 113 P;3E 11 ~LC.5 .Cn .:Cs ~L]~ ~C~ ~ROL VOL T~; LE=T/~i.3~T T:': VLC3 ~CH ~G~ XNL Xt;Cr~ XN~ ~TN EL'~iN ~ST~ 3L~;~ XLO~L XLC~ XLCc~ :T~[.aL ~DC iC3RT LOL~ T.' _.7. ~,.~3~:H'~ENT ST~T~'3N~= 0,0 S000,3 TYPE= 1 TARGET= FROM HALF=o~, INSERTED X3 IN RO~ -1;.jC 11,~7 ~1.~7 0.00 3,00 4~1.53 0.:35 0,03 0,31100000,00 ~j33. 5000. d. O. 275~. C. O. 1127. 205. 100000,00 3,71 1,82 0.00 0,O0 0,080 0.050 O,OeO 0.00'3 4~9.00 1075,59 3.000559 40. ~O. ~0. 2 0 0 0.00 393.35 14~0.9~ · ~ECr, 3 ~10.]00 ~70 NORMAL ~IOGE,NRO= 8 MIN ELTRD= ~49,50 MAX ELLC= ]~70 ENCROACHMENT STATIONS= 0,0 7000,0 TYPE= 1 TARGET= ~999,999 FROM HALFF65. INSERTED X] IN ROB 910,30 11,50 441,50 O,OO O, O0 441,54 0,04 0,01 0.00100000.00 5000, 5000, O, O, 3069, O, O, 1129, ~05, 100000,00 0.71 1.6J 0.00 0.09 0.060 0=050 O=OBO 0.000 430.00 5917=66 0.000396 ]0. 30. 30. 0 0 0 0.00 366.94 6284.60 · SECNO 910,500 3~70 NORMAL BRIOGE,NRO= 8 HIN ELTRD= 449,50 MAX ELLC= 44~,00 3470 ENCROACHMENT STATIONS= S9~0.0 7000-0 TYPE= I T&RGET= 10~0,0;0 FROM M~LFP65, INSERT~G X~ IN R05 910,50 11,51 ~41,51 0,00 ,3,00 441,55 0.04 0,01 3.00100000.09 50;.~, ~0~. L, U, J'~'~- C. ~. 11~1. 20S. 1~0000.39 0,72 1,63 0,00 ~,00 0.080 0,050 O,OJO 0,003 430,00 5920.00 0,0093~4 20. 25, 20- O 0 0 O.CO · S~CN3 ~11,50} 3~70 ENCROACHMENT STATIONS= 1100,C 3000,0 TYPE= 1 TARGET= 1900,000 FROM HALFF65. INSERTED X3 IN ROB 911,50 13,5~ ~41.59 0,00 9,00 441,61 0,02 0,06 0,00100000,00 5000, 5000, 0, O, ~2Q0, 0, 9, 1139, 206, 100000,00 :.7, 1,17 O,0b 0,00 C.150 0,053 0,120 J,UC9 ~2Z.OO 11U0.~3 L.~L~74 1JC. 100, 130, 2 O 0 0,00 591.03 lo91,9j 1~ J~r, 80 9:06:11 PAGE SECNO CEPTH SWSEL CqlwS WSELK ES MV HL OLOSS ~ANK ELEV 1~ JUN ~5 09:05:29 ~512J136-W1 110 PAGE 12 ~ GLUE ]CH GRO5 ALOE ACH AQO~ VOL TWA LEFT/RIGHT Ti~E VL05 VCH VRC5 XNL Xr~CH XNR WTN ELMIN SSTA SLGPE XLOBL XLCH XLOER ITRIAL IDC ~CONT CORAR TOPWID ENCST 1~90 NH CARD USED · 5ECNO 920.970 ~7C ~CROACHMENT 5TATIONS= 2~90.0 ]740.0 TYPE= 1 TARGET= 850.000 FROM HALFF~5.* SPLIT FLOW END5 U/S FROM 920.97/CARROLLTON LANDFILL -NOH EFFECTIVE AREA E~CROACHMENT SET AT STA ZBgOILOWEREO LOB h TO 0.100, -NDM ,O75 IN PARK, .065 IN GOLF COURSE/CARROLLTON PARK TOPO ADDED -NDM ~2:].97 4.~2 442.62 0.O0 O.00 ~2.65 0.03 1.0~ 0.00100000.00 5~C3. 5000. O. O. ~54~. 0. O. 1227. 223. 100000.j0 9.~ 1.41 O.0C 0.00 C.100 0.050 0.120 0.000 ~]7.a0 2890.00 3.3C1312 9~G. Q50. 55G. 2 0 0 G.O0 850.00 ~7~0.03 1~90 NH CARD USED -SEC~,C g$O. OCO 3470 ENCROACHMENT STATIONS= 12450,0 15730.0 TYPE= I TARGET= 3280.000 ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR. ADDED -NDM 9]0,00 ]],]6 ~2,~6 0.00 0,00 ~.20 0,25 0-~ 0.06 ~,~0 ~00. ~98. 2~610. 10292. 6299. ~906. ~257. 1~02. 260. ~0.50 0.99 1.51 5.02 2.~2 0.050 0.0~5 O.O~O O.OOO 409.o0 12450.00 0,00055~ 800, 905, 690. 2 0 O O.00 ]280,00 15750,00 1~90 NH CARD USED · SECNO 937.~00 347~ ENCROACHMENT STATIONS= 12600.0 15700.0 TYPE= 1 TARGET= JlO0.O~O AS~ rRGM ~;~ERCHASE MOC~L/C~RRCLLTON LAND~L EN[~. A~O~D -NDM ~37.3C 2~.~1 44~.~1 C.00 C.00 4~3.53 ~.12 0.32 ~.~1 ~4~0~. 1~4~9. 13657. 16254. 11~50. ~013. 5201. 17~0. ~1~. ~.70 1.~ 1-27 3.~C ~.12 0.053 ~.~4~ 0.0~0 ~.'~J~ 0.000306 80C. 7dO. 7~0. 2 0 0 0.00 3109.00 15700.00 14c3 ,~w C~RD USEC 3265 DiVidED FL3, 3~70 ENCROACHMENT STATIONS= 11850.0 15050.0 TYPE= 1 TARGET= ]200.000 AODED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. ADDED -NDM PAGE 1~ .... ~, ~5 9:0~:11 ;~CN) DEPTH CWSEL CRIWS WS£LK EG ,V HL OL)SS SANK ELEV ~ ~LO3 '~CH GROB ALOE ACH ARQB VOL TWA LEFT/RIGHT T~ME VLO8 VCH VRGE XNL XNCH XNR ~TN SL3PE XLO~L ~LCH XL~,~R IT~IAL ~DC ICgNT CORAR TO~ID ENDST ~ 1~ JUN ~6 09:0~:2~ ~512J1:56*W1 110 PAGE 950.97 :53.22 ~43.82 0.00 0.O0 44~,.O3 0.;~1 0.47 0.03 z~,400. 5189. 20:~2. 18849. 5~39. 49~0. 5262. 22~4. ~06. ~2.50 1.18 0.90 ~.12 3.58 0.079 0.045 0.040 O.000 410.~G 118~0.00 0.000423 1~20. 1320. 1~20. 2 0 0 0.00 Z74~.12 1~050.00 P~GE 1~ JUN 8~ 9:0~:11 THIS RUN EXECUTED 14 JUN B6 9:0o:20 HEC2 RELEASE DATED NOV 76 UPDATED MARC 19~2 ERROR CORR - 01,02,03,O4,05 MCDZF[CATION - 50,51,52,53,54,55 ~1~ TI BELT LINE ROAD BRIDGE ANALYSIS JUNE 1986 DLJ TZ EXISTING BR[GES SPLIT FLOW-LEFT T:5 ~=~5800 CFS N~THAN 0. MAIER ENGINEERS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ ~lr 0. 7- O. 0. 0.000000 0.00 0.0 O. 439.650 0.000 J2 NPROF IPLOT PRFVS XSECV XSECh FN ~LLDC ZSW CHNZ~ ITRACE 15.C00 0.C00 -1.C~0 C.C'30 O.O0O C.O30 0.00C 0.000 O.00~ 0.0~0 1 p~.~ 15 1~ JUN ~ ~:]~:11 SEC~'3 OEPTH C~SEL C~IwS WSELK EG HV HL OL3SS ~N~ ELEV TIME VL06 VCH V~0~ XNL XNCH XNR WTN ELMIN SSI~ SLOPE XLOSL XLCH XLC~ ITRi~L IDC IC,]NT CO~R TC?WZD END~T ,PROF 2 ( CCHV= C.I00 CEHV: O.ZOO l~. ~i~ CAO~ USED *5ECNC a6~.JC0 ~: MCSEL DEVELOPED BASED ON CURRENT FIS MODEL OF 3186 ' FILE -NOM "EL'~BLTR" (NATURAL RUN) AND "ELMBLF~" (FLOODWA~ RUN) 'NDM AS ELMFISX ' THIS VERSION WAS FURTHER UPDATED TO REFLECT -N3M l, THE ACTUAL LIMERIC~ TRACT FILL IN FILE" ELMFISXR"o NDM ELMFISXR WAS 3[VIDE0 FOP FLOW SPLIT INTO LEFT,RIGHT &CHANNEL NDM 1~ J!JN ~6 09:0~:2~ ~512J135*W1 110 PAGE FROM HALFF65. REVISED TO REFLECT IFC~III O'FLOW SWALE -HALFF ~e4.30 29.65 ~39.65 0.00 439.~5 439.72 0.07 0.00 0.00 55803. 18629. 9450. 27721. 7331. 41o5. 17595. O. O. ~30.00 O.gO 2.54 2.2? 1.5B 0.015 0.050 0.0~2 0.000 410.00 9914.86 0.00013~ 2300. 2~30. 2200. 0 0 0 0.00 395~.94 13871.81 1490 NH CARD USED · SECNO B7~.000 ~76.00 27.35 439.85 0.00 0.00 4~9.93 0.08 0.21 0.00 4~9.00 5580~. 23313. 10579. 21908. 9]85. 44~8. 1237~. 847. 125. 439.00 0.17 2.4~ 2.~8 1.77 0.038 0.050 0.043 0.000 412.00 1015.23 0.00~182 1200. 1370. 1400. I 0 0 0.00 4165.71 5180.94 9 1~90 N~ CARD USE~ · SECNO ~0.000 3ZBO CROSS SECTION 880.00 EXTENDED 1.88 FEET FROM MALFF65. FB-C SWALE ENDS ~ N END OF FD-C LEVEE. REVISED TO ~EFLECT IFCOIII O'FLC~ SwALE ~ LEVEE. NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY 880.00 27.88 439.88 0.00 0.00 4~9.99 0.11 0.05 0.01 4]9.00 55800. 9648. 14997. 31155. 5914. 4460. 12485. 960. 145. 439.00 0.19 1.6] 3.36 2.50 0.0~0 0.050 0.043 0.000 41~.00 880.00 0.000363 200. 200. 200. 0 0 0 0.00 4301.05 5181.05 o 1490 NM CARD USED · SECNO 895.900 3~70 ENCROACHMENT STATIONS= ~OCO.O 3200.0 TYPE= I TARGET= 1200.000 SYN. X-SEC TAKEN FROM 1"=400.TOPO AND FB-C AND IFCOII PL;NS 1 14 JUN 86 ~:00:11 NOTE "N" VALUE TG REFLECT ~ACE T~ACK ANO TO~ERS IN FL~O~WA~ SHOWS O'B~NK CLEARING BOTH SIDES, ~6-C FILL U.S. OF MUTTON ~RANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENT~ I~ EFFECTIVE ;LOw AREAS WERE 5LOCKED OUT DU~ TO THE E=FECT -NDH 0= ~ELTLINE ROAD AN3 R~ USING GR C~RDS ~ ELEV ~)J. -NON FLOW SPLIT STARTS AT This CROSS ~ECTION ND~ ~95.~0 1J.2~ ~G.~ C.O0 O. OG 440.2~ 0.01 0.2~ 0.3110000~.C0 ~800. 6800. O. O. 7202. O. O. 1289. 196. 100000.00 0.49 0-9~ 0.00 0.00 0.050 0.050 0.043 0.000 427.00 2010.55 0.000049 1060. 1590. 610. 2 0 0 0.00 809.45 2820.00 0 !~"D ~ C~RO USES ~70 ~NCROACHMENT STATIONS= 2000.0 3500.0 TYPE= 1 TARGET= 1500.000 5YN X-SEC TAKEN FROM 1"=400' TOPO AND FB-C AND IFCOIII PLANS NOTE "~," VBLUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOW50'BANK CLEARING BOTH SIDES, FB-C FILL U,5, OF HUTTON BRANCH AND IFCOIII GRAPEVINE CREEK IMPROVEMENTS I i i t i I I I JAGs IlS I i I I I !4 JJN ~ 09:C0:2B 8512JlJ6*W1 INEFFECTIVE FLO~ AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAD AND RR USING GR CARDS AT ELEV 445. AND450.O -ND~ ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO The EX. Sw~LE -ND~ vO5.3C 12.27 ~40.27 0.00 0. OO 440.31 0.33 O.OS 0.01100000-00 ~00. 6800. O. O. 4530. 0. O. 1370. Z05. 100000.00 0.50 1.50 0.00 0.00 0.050 0.050 0.043 0.000 42~.00 Z015.27 ~.u0~1~6 600. 940. 1035. Z Q 0 0.00 59~.73 2610.00 1~;.... 'J~ CARD USEO -~ETN;~ 908.0C0 ~,73 ~NCROACHMENT ST~TIOhS= 1C00-0 3000.0 TYPE= I T~RGET= 2000.000 NH CARD R~VISED TO INCLUDE STCHR (4030 CHANGED TO ~199) ...... NDM 411/86 INEFFECTIVE FLOW AREAS ON THE ~IGHT S~DE D/S OF ~ELTLINE RD NDM WERE SET FROM THE BRIDGE TO THE EX. S~ALE AT ELEV. ~49. NDM FROM HALFF65. INSERTED X~ IN ROE 9C~.OC 12.29 440.29 0.00 0.00 ~40.39 0.09 0.0~ 0.02100000.00 6~00. 6800. O- O. 2755. O. O. 1~90. Z03. 100000.00 ~.62 2.47 O.0G C.G~ 0.050 0.050 0.0~3 0.000 428.70 1Cll.76 0.000513 250. 270. 200. 0 O 0 O.00 488.24 1500,00 CCHV= 0.300 CEHV= 0,500 ,SECNO 909.000 3235 SLOPE TOO STEEP,~XCEEDS 0.10 PAGE 14 JUN 86 9:06:11 SECNO DEPTH CwSEL CRI~S ',S~L~ EG HV HL OL3SS ~ANK ELEV ~ ~LO~ JCH QRO5 ~L05 ACH AROe VOL TW~ LEFT/RIGHT TIME VLO~ VCH VROe XNL XNCH XNR WTN ELMIN SST~ SLOP~ XLO~L ~LCH XLCBR ITRI~L IDC ICONT CORAR TO~WID END~T 337~ NORMAL BRIDGE,NRD= 44 ~IN ELTRO= 439.90 MAX ELLC= ~50.00 3470 ENCROACHMENT STATIONS= 1000-~ 3000.0 TYpe= I TARGET= 2000.000 FROM HALFF65. INSERTED X3 IN ROB " P;~S :NS::~TE? ~i,~ C~:S~NG FELTL:NE RO~D NDM 90~.00 9.55 4~.5~ ~37.EZ O.O0 4~1.~ 1,~ 0.1] ,3.~Z100000,03 ~03, 6800- 0. O, 609, 0, 0, 1]94, 209. 100003.00 ~ 3.5] 11,1o 0.00 C,C0 C,050 0.050 0.050 0.000 433,30 1195,00 0.1~9~14 100. 100, 100 14 1~ 0 -2~3.4~ 153,00 13~5,0] · ~ O -SECNO ~C9.]00 '~ i, J~,.,, -J, o~:.~,!z~ Ii .~,t~j~ ....1~ ..~1 I .lADE 11, I I I I i I i JSC1 ~V CHANGED MORE THAN HVINS 3S7G NORMAL BRIDGE,NRD= 4~ MIN ELTR3= 439.90 MAX ELLC= 450.00 3,70 ~NCROACHMENT STATIONS= 0.0 ]000.0 TYPE= I TARGET= 2999.999 FROM H&LFF65. INSERTED X3 IN ~0~.30 12.64 ~42.o4 0.00 0.00 4~2.86 0.23 0.80 0.~1100000.00 ~GO. 5~30. O. O. 1775. O. 3. 13~5. Z09. 100~00.00 ~.53 3.8] 0.00 0.00 0.080 O.OSO 0.080 0.000 433.00 1070.C0 0.012988 30. ~0. 30. 3 0 0 -310.8~ 4~,6.35 1516.35 3~70 EhCROACHMENT STATIONS= 0.0 ]000.0 TYPE= 1 TARGET= 2999.999 FROM HALFF65. INSERTED X3 IN ROB 909.60 12.88 442.88 0.00 0.00 442.97 0.09 0.07 9.0~100000.00 c503. 35D0. 0. O. 281J. O. O. 1397. ZIO. 10D000.09 0.53 2.42 0.00 0.00 O.O&O 0.050 0.080 0.000 4]O.O0 1075.70 0.000881 ]0. 30. 30. Z 0 0 0.00 396.12 1471.8Z 0 PAGE 14 JUN 86 9:06:11 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VRC~ XNL XNCH XN~ WTN ELMZN SSTA SLDP~ XLCSL XLCH XLOBR ITRIAL lOC ICONT CORAR TOPWlD ENDST *SECNO 910.OGO 3~7~ ENCROACHMENT STATIONS= C.C 30gC.C TYP~= 1 T~RGET= ~99.9~9 FROM MALFF65. INSERTED X3 IN ROE 910.00 12.94 442.94 O.O0 g.00 4~3.01 0.06 0.05 0.~110000C.00 ~C']. 5530. g- C. ~]35. O. 3. l~JO. ~10. 100000.00 O.~ 2.O~ C.GO C.CS C.O~O O.uSJ 0.0~C '3.000632 ~0. 40. 40. 2 J O 0.03 390.3~ 1~71.~5 ,SeCNO ~10.]00 3370 NORMAL BRIDGE. NRO= 8 MIN ELTRD= 449.50 MAX ELLC= 447.00 j~Zj =i,C~OACh~ENT STATIGN3= C.C ?OOC,O TYPE= 1 T~G~T= FROM HALFF65. INSERTED X3 IN ROB -~J.]g 12.97 4~2.97 O.CO 0.00 ~43.0] 0.05 0.02 0.30100000.00 6800. 6800. O. O. 3615. O. 0. 1402. 210. 100000.00 0.~4 1.88 0.00 0.00 0.0~0 0.050 0.0~0 0.000 430.00 5912.47 0.0004~4 30. JO. 30. 0 0 0 0.00 ]76.6~ 6259.1] 0 I- J.JN ~C 09:C~:28 ~512J136*W1 110 PAGE *S~CNG ~IO.EGO 357C NCRMAL BRIDGE,NRD= 5 MIN ELTRD= 449.50 MAX ELLC= 447.00 3470 ENCROACHMENT STATIONS= 5920.0 7000-0 TYPE= 1 TARGET= 1080o000 FROM dALFF65. INSERTEC X3 IN RO~ ~1~.5C 12.98 4~Z.QB 0.00 0.00 445.04 0.05 0.C1 0.00100000-00 ~:CO. ~bO0. O. O, 361~- O. O. 1404. 210. 10C000.00 ':.~5 1.5S 0.90 C.O0 O.O~O O.OSO 0.0~0 0.000 430.00 5920.00 0.0C04~2 ZO- 20. ZO. 0 0 0 0.00 5o9.18 O CCHv= C.10C CEHV= 0.300 .SECN9 ~11.500 3~70 ENCROACHMENT STATIONS= 1100.0 3000.0 TYPE= 1 TARGET= 1900.000 FROM HALFF65. INSERTED X3 IN ROE g11.5C 15.C? 4~S.07 0.00 0.00 443.10 0.03 0.06 0.00100000-00 6500. ~800. O- 6. 516Y- 6. O. 1,1~. 212. IOCOC9.OO 0.67 1.]2 0.00 0.00 0.150 0.050 0,120 0,000 42~.00 1100.00 0.000905 100. 100. 100. 2 0 0 0.00 592.51 1692.51 0 PAGE 1 14 JUN 86 9:06:11 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ~ ~LO~ QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VRC~ XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOEL XLCH XLOBR ITRIAL I~C ZCONT CORAR TODNIO ENSST 1~9J NH CARD USED *SECNO ~20.97~ 3~70 ENCROACHMENT STATIONS= 2890.0 3740.0 TYPE= 1 TARGET= 550.000 FROM HALFFOE.* SPLIT FLOW ENDS UIS FRO~ 92C,97/CARFOLLTON L~NDFILL -NDM ~¢FECTIY~ A;L~ :*;S~OA:Z~'''~NT S~ .T ]T~ 2~'~C/LO-E~C L~5 h TO 0.100, -'~:~ .075 IN PARK~ .Oe5 IN GOLF CCURSEtCARPCLLTON PARK TOPJ ADDED Q20.'~7 ~.1t 443-~ C.O0 D.g0 444.02 0.03 0.71 0.00100090-09 6500. 6800. O. O. 4ZO~. O. O- 1525. 223. 100000.30 O.a6 1.40 0.00 0.00 0.100 0.050 O.1ZO 0.000 ~37.80 2~90.00 0.000961 980. 950. 550. 2 0 0 0.00 550.00 ~740.00 0 l~g;1 ~H CARD USED ~;70 ENCROACHMENT STATIONS= 124j0,0 15750.0 TYPE= I TARGET= 3290.000 AODED FRO~ RIVERCHASE HODELICARROLLTON LANDFILL ~NCR, ADDED 933.00 ~4.67 444.27 0.00 0.00 444.~8 3.21 0.41 0.05 55~OJ- 15700. 25059- 1~42. ~98;. j27~. 5~9~. 17~9. 25~. 0.~2 1.75 4.86 2.63 0.050 O.0~S 0.040 O,000 40~.60 12~0.g0 j. CCA~?5 800. 903. ~90. 2 0 0 0.00 328~.DO 15730.00 1~C ',h CARO USEG ,S~C~ia ~37.800 3~70 ~kCROACHMENT STATIONS= 12600.0 1570G.0 TYPE= 1 TARGET= 3100.000 ADDEG FROM RIVERCHASE MOOEL/CARROLLTON LANDFILL ENCR. ADDED -NDM 937.50 50.15 444.65 0.00 0.00 444.?~ 0.13 0.50 0.01 454.60 ~5~C3. 20503. 15572. 19725. 14157. 43~4. bOO8. 2150. 32]. 1.JC 1.45 ~.58 3.25 0.065 0.0~5 0.040 0.0G0 414.50 12~00.00 ~:.~'395 800. 7~G. 760. 2 0 0 0.00 ~10~.0C 15700.0~ 1~93 ~H CARD USED · SECNO ~50.~70 32~5 ~ZVIOED FLOW 3280 CROSS SECTION 950.97 EXTENDED 0.97 FEET PAGE 20 14 JUN 86 9:06:11 5ECNO DEPTH CWSEL CRIWS WSELK EG MV HL OLOSS SANK ELEV Q QLOB ~CH QRGB ALOe ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROe XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOeR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 11850.C 15050.0 TYPE= 1 TARGET= 3200.000 ADDED FROM RIVERCHASE MODEL/C~RROLLTON LANDFILL ENCR. ADDEO -NDM 950.97 3~.47 445.07 0.00 0.00 4~5.29 O.Z2 0.4~ 3.03 443.C0 55800. 87~9. ~519. 23541. 7P74. 5~40. 0442. 2621. ~75. ~42.50 1.10 1.10 ~.46 3.65 C.07~ b. O4j 0.040 0.000 410.b0 I1~50.00 0.000~6 1320. 1320. 1320. ? 0 0 O.Gg 6903.71 1~000.S,3 0 PAGE 21 14 JOb ~6 ~:06:11 THIS RUN EXECUTED HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 F~=9~ CORR - 01,07,03,0~,C5 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ~ 14 JUN ~ 09:C0:28 8512J136-W1 110' ~AGE ELM F~'K TRINITY RIVER SUMMARY PRINTOUT TAaLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 1OK*S VCH AREA .OIK ~4.300 0.C3 e.~O C.00 410.OO ~,4200.OO 438.35 0.00 4~.41 1.36 2.1~ 23~51.41 37~57.55 ~6~.300 O.O0 O.O0 0.03 ~10.00 55800.GO 439.6S 0.00 ~39.7Z 1.3S 2.27 29C~O.7~ 47~52.04 ~7~.000 1370.00 C.O0 O.O0 412.00 ~4400.00 438.55 O.OO 45~.52 1.77 2.2~ 20~22.9B 33395.58 87~.000 1370.C0 C.O0 0.00 412.00 55800.00 439.85 0=00 439.9~ 1.82 2.38 2o211.09 41307.99 ~.000 200.00 G.GO 0.00 ~12.00 44400.G0 438.56 O.OO ~.6~ 3.88 3.32 172~5.0~ 2~5~0.33 5~J.000 200.C0 C.O0 O.OO 412.00 55800.00 43~.B~ 0.00 439.9~ 3.63 3.36 22878.71 29274.~4 895.900 1590.00 O.O0 0.03 427.00 5000.00 ~38.96 0.00 438.97 0.43 O.O0 6172.0~ 7556.24 ~9~.900 1590.00 C.O0 O.O0 427.00 6800.00 ~40.24 0.00 4~0.26 0.49 0.00 7207.37 9706.97 90~.300 9~0.00 C.O0 0.00 428.00 5000.00 438.99 0.00 439.01 1.36 0.00 3768.82 ~288.1O 905.300 9~0.00 O.O0 0.00 428.00 6800.00 440.27 0.00 440.31 1.46 0.00 4529.59 5623.74 90~.000 270.00 0.00 O.OO 428.00 5000.00 439.01 0.00 439.09 5.48 0.00 2127.92 2135.36 908.000 270.00 G.O0 0.00 428.00 6800.00 440.29 0.00 440.39 5.13 0.00 2?55.48 3002.63 909.000 100.00 439.90 450.00 430.00 5000.00 458.71 0.00 439.75 593.5~ 0.00 609.14 Z05.23 , 909.000 100.00 439.90 450.00 430.00 6800.00 439.55 437.82 441.49 1098.14 O.O0 609.14 205.20 909.300 30.00 439.90 450.00 430.00 5000.00 440.96 0.00 ~41.33 ~61.25 0.00 1027.55 263.07 90~.300 30.00 ~39.90 45C.00 4]0.00 6800.00 442.6~ 0.00 4~2.8b 129.8~ 0.00 1774.8~ 596.6~ 90~.60D 30.00 C.OO O.CO 430.00 5COC.09 441 .~1 0.00 4~1.~9 ~.50 O.DO 2~30.89 1709. ~7 ~G9.600 30.CO C.GO 0.)0 430.~0 68.]G.00 ~42.83 0.00 ~2.97 8.81 O.O0 2812.57 7291.35 ~]0.000 40.G0 C.DO C.~O 450.G0 5C00.G0 ~41.47 O.OO 4~].5~ 5.o9 O.O~ 2754.3~ 2395 glO. O00 40.00 C.O0 0.00 430.00 6800.00 442.9~ 0.00 ~3.01 ~.02 0.03 33~5.81 2770.54 ~!3.3C3 ~O.CO .~.50 ~47.00 ~C.O0 5COC.O0 ~41.50 O.C~] ~1.54 3.9~ 0.03 ]C5~.7~ 2512.72 I 1~ JUN 86 ~:06:11 P~GE 5ECNO XLCH EL~RD ELLC ELMIN q CWSEL CRIWS EG IOK,S VCH ~REA .01K ~11.500 100,00 C.O0 O,CO 428.00 5000,00 ~1.5~ O,O0 4&1.61 8.74 0.00 42~9.9~ 16~0.9C 911.500 100,00 C.O0 0,00 428,00 6800.00 44~.07 0.00 4~3,10 9.05 O.CO 515~,2~ 2~60.5C 92G.970 950,00 C,O0 0.00 4~7.80 5C00.00 4~2.~Z 0,00 ~2,65 13.12 0,00 35~F.56 1380.1~ 14 JJN 65 09:05:2~ 9~0.970 950.00 0.00 0.00 437.60 ~00.00 445.98 0.00 444.02 9.~1 0.00 ~?08.05 2194.00 ~30.000 903.G0 C.O0 0.00 409.60 ~4400.00 ~42.96 0.00 ~5.2~ 5.5~ 5.02 154~1.~ 1~70.26 g30.000 903.00 0.00 0.00 409.60 55~00.00 44½.27 0.00 ~4~.48 ~.TS 4.86 19761.45 25b~5.74 ~57,800 780.C0 0.00 0.00 414.50 44400.00 445.41 0.00 445.55 ~.06 5'40 20663.9? 25S96.~1 917.~00 ?~0.09 C.O0 0.00 414.50 55800.00 444.65 0.00 444.78 5.05 3.58 24508.80 ~50.970 15ZO.CO 0,00 0.00 410.60 44400.00 443.8Z 0,00 ~4~.OS 4.2] 4,12 15540.~6 21581.58 950.970 1120.00 G.O0 0.00 410,60 5~800.00 445.0~ 0.00 ~5,29 4.36 4.40 1~756.15 26t2t.99 P~GE 2~ 14 JUN 86 9:06:11 ELM FORK TRINITY RIVER SUPq~RY PRINTOUT T~BLE 150 SECNO Q CWSEL DIFWSP DIFWSX O[FKWS TOPWZD XLCN 864.~00 44200.~0 438.35 0.00 0.00 0.00 3949.7~ 0.00 564.300 55800.00 439.65 1.30 0.00 O.GO 3956°9½ 0.00 878.000 44400.00 438.55 0.00 0.20 0.00 5993.12 1370.00 87~.000 55800.80 439.85 1.51 0.20 0.00 4165.71 1170.00 ~80.000 44400.00 438.56 0.00 0,02 0.00 4143.69 200.00 ~83.000 55800.03 439.8~ 1.32 0.03 0.00 ~301.05 200.00 895.900 SCO0.C3 43~.96 0.00 0.3~ 0.00 ~01oel 1590.00 89j.900 58,]0.C0 440.2~ 1.2~ 0.37 0.00 809.45 15~0.~0 90~.300 50~0.00 43~.99 G.GO 0.03 0.00 586.94 9~0·03 905.300 6800.00 440.27 1.29 0.03 0.00 594.73 940.00 9~3.00~ 5000.03 43~.01 0.~0 0.02 0-00 4~5.02 270.00 909.003 5000,C~ ~3~.71 0.00 -0.3~ 0.03 150.00 110.0~ · 909.000 6800.00 439.55 0,8~ -0,7~ O.O0 1~0.00 100.00 909.300 5000.00 440.96 0.00 2.25 0.00 4~5.4~ ]0.00 90~.]00 6800.00 442.64 1.~ ~.0~ 0.00 446.35 30.00 9C9.600 6830.C0 442.8a 1,~7 0,24 0.00 ]~6.1Z ~0.00 913.000 5090.C0 4~1,47 0.00 C.Oo 0,00 3~5.35 40.09 910.000 6800.00 442.94 1.47 0.06 0.00 ~96.58 40.00 ~13,300 5000.30 441.50 O.gO 0.03 O.CO 556.94 ]O.OO J'J.', ~"~ 39:C3:Z8 ~512J1~6"~1 110 ~AGE 21 310.300 6800.C3 z,,2.97 1.47 0.03 O.GO 376.6~ 50.C0 ~13.503 5C30.C0 ~,.~1 ..51 O.o0 0.01 O.OO 36~,o5 ZO.OO ~10.503 6~00,03 4~2,9~ I .~7 0.01 0.00 ~9.1~ 20.00 911,500 5000.00 ~1,59 0,00 C.08 0.00 591.9~ 100,00 ~11,500 ~830,00 ~45.07 1,~ O,09 O,O0 5~2,51 100.00 920.~70 5COO.CO 44z.~2 0.00 1.03 0.00 ~50.00 950.00 ~23.970 ~800,C0 4~3,~5 1,5~ 0.91 0.00 5~0.00 ~50,00 930.000 44400.00 442.96 C.OO 0,34 0.00 32~0,00 ~03,0,] ~33.00,3 55aO0.co 4~.27 1.31 C.2~ 0.00 325u.60 ,9 . ,13/.aOj 4~d6,C,3 ~3,~1 ~',' O 0.45 C,C,J >10C.03 937,~c0 ,S,_O.O ,, 4,4.c 1.2~ 0,3~ O.CO 310j.C0 7,0.03 14 JUN 8~ ~:0~:11 5ECNO ~' C~SEL DZ~SP ~F~SX O2FK~S TOP~ZD XLCH ~53,~70 55~00,C0 ~5,C7 1.25 0.41 O,CO o~Uj,71 15_0,0~ P~GE Z5 SUMMARY OF E~R3R~ ~NO ~PEC~L NOTES CAUTION 5ECNO= gO~.900 PROFILE= 2 SLOPE TOO STEEP 1 14 JUN 8~ 9:3~:25 J THIS RUN EXECUTED 14 JUN 86 9:06:26 ( HEC2 RELEASE DARED NOV 76 UPDATED MARC 1982 ERROR CORR - 01,OZ,0J,04,C5 MODIFICATION - 50,51,52,53,54,55 ER ~'~ 14 j!j~. HD 09:12:15 ~512J136'~1 110 PAGE t · ~TER SURFACE PROFILES * _ * ~-S. ARMY CORPS OF ENGINEERS · VERSION OF NOV~HSE~ l~?~ * REVEED EXITING-CHANNEL , THE HYDRQLOGIC ENGINEERING C~NTER ~ · UPdaTED M~RCN 1982 PLOTF~LE VERSION - * 609 SECOND STREET, S~ITE D · * ' ~AVIS, CALIFORNIA 95616 · RUN gATE 14 JUN 86 TIME ~:11:57 * * (916) 4~0-2105 (FTS) ~48-21~5 X X XXXXXXX XXXXX XXXXX ~ X X x X X X x · X X X X X XXXXXXX XXXX X XXXXX XXXXX :~i X X x X x ~ X X X X X X X X XXXXXXX XXXXX XXXXXXX 1~ JUN 86 ~:11:5~ P~GE 1 ~ I~IS RUN EXECUTED 14 JUN 86 9:11:5~ ~ HEC2 RELEAS~ DATED NOV 70 UPDATED MARC 19~2 ~ ERROR CORR - 01,~2,03,04,G5 ~ MC~iF~CATION - 5~,51,5Z,53,54,55 C ~ T1 ELM FORK MO3EL F~OM A H. HALFF ASSCCIATES,INC.(COPY PkOM FT. NO~TH T2 UPDATED B~ OLJ AN~ .Lw 3/~6 FOR BELTLIN; RO~D "ELMFiX2C" C~NNEL SPLIT T3 ELM FORK T~INITY RIVE~ WITH IFC~ LEVEE NO FLCODWAY EX. ~10j=~4~00 C~S Jl ICRECK IN~ NINV I.~IR STRT METRIC HVINS ~ WSEL PQ ~ -1. 8. O. O. 0.0OOOO0 0.00 0.O J2 NPR0F IPL3T PRFVS XSECV XSECH F~ ALLDC IBW CHNIM ITRACE ( 1.C00 0.000 -1.000 0.O00 O.O00 O.OO0 O.O00 O.OOO O.CO0 C.O00 ~ J3 VARIABLE CODES FOR SUMMARY PRINTOUT · ~jC,~09 C.o!)O O.CO0 0,C30 0.000 C.O00 0.000 0.000 0.C30 C.GDO ~ I~ JU~ 3o 09:1Z:15 8512J13o,w1 11,3 P~GE Z _ ~T 7.000 16500,900 30200,000 3~430.000 37400.000 59500.C00 55800.000 44200.600 0.000 O.CO0 ~C C.075 0.370 0.0~5 0.130 0.500 0.000 0.000 G.O00 0.030 0.COO kH 8,000 0.050 9985.00e o,oJ5 10555,600 0,050 10730.000 0.100 107~0,030 0.050 ~' NH IOg~C.OO0 0.100 110~0,000 0.050 1547~.000 0.055 138~0.000 0,000 O,000 0.O00 MODEL DEVELOPED BASEE ON CURRENT FIS MOgEL OF 5186 - FILE -NDM "ELMBLTR" (NATURAL RUN) AND "ELM~LFWR' (FLOODWAY RUN) -NOM AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDH THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR". NOM ELMFISXR WAS DIVIDED FOR FLOW SPLIT INTO LEFT,RIGHT &CHANNEL NOM FROM HALFF65. REVISED TO REFLECT IFCDIII O'FLOW SWALE -hALFF Xl 854.300 35.000 107~0,000 109~0,000 2500,000 2200,000 2450,000 O,CO0 0,000 O.000 GR ~5.000 9~00.000 456.000 9925.030 435.800 99J3.O00 425.450 10620.000 423.4j0 103~0.C00 G~ 435.000 10355.000 435.000 103~6.000 ~35.030 10357.000 4~5.000 10500.000 436.090 10550.000 G~ 4~6.800 10700.000 436.000 107~0.000 4]4.000 10760.000 4]2.200 10790.000 425.2~0 10620.000 GR 411.000 10~0.000 410.000 10900.000 421.000 10920.000 425.000 10970.000 456.000 109~0.C00 ~ GR 456.500 11060.000 456.000 11300.000 456.700 11400.000 4~5.000 11700.000 4~4.000 12200.C00 GR 4~4.000 13474.000 425.500 135]~.000 424.100 13649.000 424.130 15d51.020 425.503 15801.C00 C~ 4]0.400 13~21.000 431.800 13~50.000 4~6.200 18~0.000 0.000 0.000 0.000 O.CO0 NH 8.000 0.035 1585.000 0.050 2260.000 0.100 2325.000 0.050 2625.000 0.100 NH 2900.000 0.050 5000.000 0.080 4?62.000 0.035 5199.000 0.000 0.000 0.000 ( QT 7.000 16500.000 30200.000 37400.000 3T400.000 59500.000 55800.000 44400.000 0.000 0.000 Xl 878.000 57.000 2325.000 2625.000 1200.000 1400.000 1370.000 0.000 0.000 0.000 GR 445.000 1000.000 42~.000 106~.000 424.000 1162.000 451.500 1385.000 ~31.500 1385.000 il~ GR 434.000 156~.000 43~.000 15~5.000 434.000 1565.000 456.000 1650.000 436.000 2125.000 GR 458.000 2260.000 459.000 2325.000 430.000 2350.000 412.000 2390.000 412.000 2450.000 GR 421.000 2470.000 ~30.000 2540.000 452.000 2555.000 434.000 2575.000 436.000 25~0.G00 ~ GR 438.000 2610.000 459.000 2625.000 438.000 2900.000 43?.400 30OO.GO0 436.500 5500.000 1 PAGE 1~ JUN ~5 9:11:5~ GR 456.000 3a~3.000 456.000 ~GO0.O00 455.600 4200.000 430.000 4500.000 456.000 ~702.000 GR 4~5.700 480].000 42~.300 4944.090 424.500 4956.000 425.700 5109.000 433.~00 5145.000 GR 4~5.000 516~.000 446.600 5199.000 0.000 0.000 0.000 0.000 0.000 0.000 ~r ~H ~.000 0.053 1320.C00 0.0~0 2260.C00 0.100 2325.000 0.050 2625.0~0 0.100 NH 29DO.COO 0.050 3000.C00 0.0~0 4702.000 0.035 51~.C00 C.OO0 0.000 O.COe FROM HALFF55. F~-C S~ALE END~ ~ N END OF F~-C LEVEE. REVISED TO REFLECT IFCOIII O'FLOW SW~LE ~ LEVEE. NOTE "N" VALUE TO REFLECT RACE TRACK AND TO~ERS IN FLOODWAY X1 880.000 ~2.000 23~5.000 2625.000 200.000 200.000 200.000 0.000 0.000 0.000 llk GR 4S8.000 ~80.000 438.000 10~0.000 426.500 1200.000 4]6.000 15~0.000 4~6.000 21~5.000 GR 4]8.000 2260.000 439.000 2325.000 430.000 Z550-000 412.000 2390.030 412.000 2450.000 GR 42~.000 2~70.000 43C.000 ~5~0.016 4~Z.CO0 2555.000 4~4.000 2575.030 450.000 2590.090 {. GR 438.000 2610.000 439.000 2625.0j0 458.000 2900.030 437.400 5COO.COO 436.500 5530.C00 GR 456.000 3~50.000 436.000 4000.000 4~5.600 4200.000 456.000 4500.000 456.000 4762.000 GR 4Z5.700 4~05.000 424.500 4944.000 424.500 49S6.000 4ZS.?O0 S109.000 455.800 5145.000 ~; GR 4]5,000 516~.000 446.600 5199.000 0.000 0.000 0.000 0.000 O.OOO 0.000 ;T 7.000 O.O00 0.000 O.GO0 0.000 O.GO0 51130.000 29400.000 O.O00 O.CO0 ~ NH 7.000 0.050 467U.G00 0.130 ~740.000 0.050 ~9~7.000 0.100 ~G~2.GJO O.C~O NH 57~2.000 0,050 o671.000 0.055 7513.000 0.000 0.000 0.000 0.030 0.090 .F 1~ J,JN 58 09:12:15 Q~512J136,W1 113 PAGE SYNo X-SEC TAKEN FROM 1"=400' TOPO AND FB-C AND IFCDII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK ~ND TOWER5 IN FLOOOWaY SHO~S O'BANK CLEARING BOTH SIDES, F~-C FILL U.5. OF HUTTON aRANCH ~ AND IFCOIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM OF 5ELTLINE ROAD AND RR USING GR CARDS AR ELEV 450. -NDM ~' FLOW SPLIT STARTS AT ThIS CROSS SECTION NDM Xl ~95.900 62.000 4740.000 ~997.000 1060.000 610.000 15~0.000 0.000 0.000 O.GO0 x~ 0.030 0.000 O.O00 3200.000 O.CO0 5100.000 0.030 O.O00 0.000 O.CO0 :.' x, 1,000 ~50,000 4~29,930 0,000 O,O00 0,000 0,000 0.000 0,000 o,aoo GR 442.300 1'300.000 442.300 19~8.000 438.200 2023.000 438.000 20]0.000 436.000 2100.000 6~ 434.000 2110.000 432.000 2130.000 432.000 21~0.000 430.000 2170.000 428.000 Zl~5.CO0 GR ~27.000 2~10.000 428.000 22]3.000 430.0~0 22~5.000 432.00g 2260.030 4~4.000 ~270.C00 GR 434.000 230~.000 430.000 2316.000 430.030 2776.000 436.200 2820.000 450.000 2~20.C00 GR 438.000 4~]0.000 458.000 40~0.030 430.000 4740.000 43~.C00 ~785.G00 432.000 ~7~0.C00 ~ OR 430.000 4790.000 428.000 4800.0~0 410.000 4875.000 410.000 4905.000 428.000 4980.C00 CR 430.0~0 4990.000 4~8.000 ~997.000 439.000 5042.000 437.800 5235.G00 438.000 ~280.~00 GR 4~6.000 5285.000 436.000 5292.000 4]6.000 5311.000 436.000 5317.000 438.000 5345.COG ~i GR ~38.000 5~54.000 438.006 53~6.000 ~36.000 5~00.000 ~36.000 5447.000 4~9.100 5509.000 GR 4S8.000 5564.000 4]6.000 55~4.000 4]6.000 5603.000 4]5.]00 5696.000 4]5.500 5782.000 GR 4]5.200 6071.000 425.900 6108.000 424.500 6250.000 424.500 6262.000 426.000 6402.000 GR 428.000 6580.000 429.000 7285.000 4]0.000 7]04.000 4~5.000 7]22.000 436.000 7352.C00 GR 442.000 7373=000 4~2.100 7513.000 0.000 0.000 O.O00 O.GOO 0.000 0.000 - :-- ~T 7.000 0.000 0.000 O.OOO 0,000 0.000 38600.000 33800.000 0.000 0.000 NH 5.000 0,050 ~895.000 0.100 4953.000 0.050 5110.000 0.100 5200.000 0.050 NH 7712.000 O. OOC 0.000 O.O00 0.000 0.000 0.000 O.CO0 O.O~G O.O00 ~ SYN X-SEC TAKEN FROM 1"=400, TOPO AND FB-C AND IFCDIII PLANS 1 14 JUN 8~ 9:11:5~ P~GE NOTE "N" VALUE TO R~FLECT ENCROACHMENT IN FLOODWAY SHO~S O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON ~RANCH AND IFCD~II GRAPEVINE CREEK IMPROVEMENTS INEFFECT;VE FLOW ~REAS ,E~[ BLOCKED CUT DUE TO T~E EFFECT OF -NOM ~ BELTLIN~ ~OAD AND RR USING GR C~ROS AT ELEV 4~5. AND450.O -NOM ON RIGHT SIDE THE FLC, WAS EXPANDED OUT 10 ThE EX. SWALE -NDM xl 9,35.30C 61.303 ~53.000 5110.000 600.000 1035.000 9~0.000 c.COC O.OOo 0.000 x~ C.OoO 0.000 0.000 3500.000 O.OOO 6500.000 O.OOO O.OOO 0.000 O.CO0 GR 442.800 1300.000 442.800 2030.030 438.500 2020.000 430.000 2100.000 434.000 ~120.000 GR 432.000 2220.000 430.000 22]3.000 428.000 2265.000 428.000 2278.000 428.000 2290.006 J~ GR 43C.000 2303.000 432.000 2314.000 432.(]00 2345.000 434.000 2356.000 436.000 2362.C00 GR 450.000 2~40.000 4]O.GUO 2586.000 430.000 2610.000 450.000 2o10.000 450.030 ~380.C00 GR 450.000 4770.300 440.000 4770,030 438.400 ~810.000 4]~.400 4~95.000 440.030 ~914.C00 ~ GR 440.00C 4953.900 430.000 4903.000 428,000 4971.000 410.000 50~0.000 410.030 5075.C00 GR 414.000 5085.000 416.000 50E9.000 ~18.000 5093.000 420.000 509~.000 422.000 5102.000 GR 4Z4.000 5105.000 426.000 5110.000 428.000 5158.000 430.000 5200.000 4]2.000 5240.000 ~ G~ ~]~.OOC 5265.000 436.000 52~6.000 438.C00 52~0.000 438.000 5300.000 4~.030 5385.C00 GR 4~5.00C 5~85.000 445.000 5855.000 4~5.C00 6103.000 405.000 6203.000 444.390 6223.C00 GR 4~4.]g0 6~5.000 44~.000 6628.000 456,GOu 0052.000 4~5.300 67~j.000 435.200 7070.C90 ~ G~ ~34.C3C ?liS.~O0 ~3~.60C ZZ,SS.~OC ~3~.200 7350.000 4~5.500 /5~j.GSC 4~Z.G]O 7~O.CO~ GR ~2.800 7712.000 0.000 0.000 0.090 O.OgO 0.000 0.000 0.0,30 O.CO0 "~ 1~ JJh 35 39:12:15 ~512j1~6-~1 113 p~F 4 ' NH 5.030 0.050 1450.000 0.050 3830.C00 0.050 41~0.000 0.050 4250.000 0.650 ~ ~35.000 0.000 0.000 0.000 0.G00 0.000 0.000 0.000 0.030 O.CO0 ~!' NH CARD REVISED TO INCLUDE STCHR (4030 CHANGED TO 4190) ...... NDM 4/1186 INEFFECTIVE FLOW AREAS ON THE RIGHT SIDE DIS OF BELTLINE RD NOM WSRE SET FROF THE BRIDGE TO THE EX. S~ALE AT ELEV. ~49. NOM FROM HALFF05. INSERTED X3 IN ROE Xl 90~.030 40.000 ]830.000 4190.000 250.000 200.000 270.C00 0.000 0.030 0.000 x3 0.030 0.000 0.000 3000.0'30 0.000 5000.000 0.000 0.C00 0.000 O.COO x4 1.C:30 ~49.500 ]800.000. 0.000 0.~00 0.000 0.000 0.000 0.000 0.000 GR 4~5.000 1000.000 437.000 1020.000 4]7.000 11~0.000 433.000 1181.000 4]2.000 1220.000 GR 430.000 1250.000 428.000 1270.000 428.000 1290.000 430.000 1505.000 452.000 1325.~30 G~ ~j4,000 1380,000 437,000 13~1,0!]0 437,000 1450,000 4~7,COU 1500,000 449,530 1500,630 GR ~40.000 3~05.003 440.C00 3~]0.000 430.000 3840.000 410.030 ZgO0.C,]C 410.000 5928.000 GR ~10.000 39~0.000 4]0.000 4030.000 434.000 4050.000 4]6.000 4100.000 438.000 41~0.C00 ~ GR 4~0.000 4190.000 4~9.000 4190.000 449.500 4250.000 ~50.000 5655.000 437.000 5655.030 ,3R 437,000 6100,000 435,500 o101,000 4]6,000 o165,030 4]2,600 6200,00C 4]2,000 6210,C~0 G~ 436,C00 6220,000 436.000 0]40,030 437,000 6541,000 437,000 0~80,000 450,000 68~1,C00 NC 0.080 0.080 0.050 0.300 0.500 0.000 0.000 0.000 0.000 0.000 FROM HALFF65. INSERTED X3 IN ROB PIERS ADDED FOR THE EXISTING BELTLINE ROAD NDM X1 909.000 6~.000 ]790.000 4050.000 100.000 100.000 100.C00 0.000 0.000 0.000 X3 0.000 0.000 O.OOO ]OOO.O00 0.000 5000.000 0.000 O.OOO 0.000 0.000 I1 BT -44.000 1195.000 440.000 440.000 1195.000 440.000 438.000 12~2.000 440.000 438.G00 BT 0.000 1232.000 440.000 4]3.700 1232.700 440.000 4]3.600 1252.700 440.000 4]8.000 BT 0.000 1270.000 440.000 4]8.000 1270.000 ~0.000 430.000 1270.700 440.030 4~0.G00 ~ BT 0,000 1270,?00 440,000 438,000 1307.300 440,000 438,000 1307,300 440,000 434,800 BT C.OOO 130~.000 440.000 434.800 1308.000 440.000 438.000 1345.C00 440.000 ~38.000 BT C.O00 1345,000 440.000 4~0,000 1515,000 ~0,100 4~0,100 1520,600 449,500 449.500 '~ ~T C.000 3780.000 449.500 4~9.500 3790.000 446.600 4~0.600 3790.C30 446.600 442.600 BT C,00C 3B1~,000 4~6,600 ~,6.30 3~1~.C00 440,030 4~.~00 3~21.030 ~6.630 4]7,600 ~T C.000 3~21,000 4~,600 4~2,630 3889.000 ~46,030 4~2,000 J859,000 446,000 413,700 I PAGE 14 JUN 86 9:11:55 ~T 0,030 3~91,000 440,60~ 413,030 3~91,COU 446,~00 4~E,~OO 3979,000 446,~00 4~2,~S3 ET C.OOC 3979.003 4~6.600: ~21.600 39~1.000 4~6.5S0 422.~00 3~J1.600 ~6.030 442.600 ~T C.OOC 4050=000 446,600 4~2,600 4050,000 4~6,000 4~6,600 ~O~O,OJO ~46,500 ~6,5j0 BT G.OOG 4085.000 449.500 ~49.500 5670.000 450.0,30 450.000 5675.000 4]9.900 439.90G 8T 0.000 5~50.000 440.000 440.000 6200.000 440.200 440.200 6200.000 440.200 458.G00 I BT 0.000 6240.000 440.200 438.000 6240.000 440.200 440.200 0.000 0.000 O.CO0 GR 449.500 1000.000 450.000 1070.000 440.000 1070.000 440.000 1195.000 4~8.000 1195.000 GR ~3c.000 1215.000 434.000 1230.000 4]3.700 1232.000 453.b30 12~2.700 432.000 1245.C00 ~ ' GR 41C.000 1255.000 430.000 1270.000 430.000 1270.700 430.000 12]5.000 432.000 1290.6C0 GR 4~4.000 1500.000 434.800 1307.~00 4]4.900 1308.000 4]6.000 1]20.GOC 438.000 1345.000 GR 440.000 1545.000 440.100 1515.000 449.500 1520.000 449.500 37SO.O00 446.600 3790.000 !~ GR 442.600 3790.900 440.000 3B15.000 438.400 3819.000 457.600 3821.000 430.000 5840.C00 GR 413.700 5~89.000 413.000 3~91.000 410.000 3900.000 410.000 3950.000 421.030 ]979.C00 GR 422.490 3~81,000 4]0.006 ~OOO.O00 434.000 4020,000 440.000 4040,000 442.~00 ~050,C00 ~ GR 446,e30 4050,030 446,e00 ~050.000 440,600 4050,000 446,600 4050,030 4~0,500 40SO,CjC GR 449,530 4085.000 450,600 5670,030 439,900 5675,030 440.000 5850.000 440.230 6200.000 '~ 14 Jut; 55 09:1Z:15 ~512J1~6-w1 110 PAGE 5 G; 43~,00C ~ZO0,O00 433.000 6210,000 435,C30 52]0.09C 438,030 0240,000 440,200 5Z40,C00 G~ 44C,400 6690,000 450,000 o~95,000 450,000 ~405,000 4~1,800 ~410.000 442.000 3930,000 GR 442,400 9340,000 450,000 9]~5,000 450,000 11030,000 0,000 0,0~0 0,000 O,COG FRGM HALFF65, INSERIED X] IN ROB X1 909,300 0,000 0,000 0.0~0 30,000 ~0.000 30,000 0,000 O,OOO 0,000 * ~2 G,O3G 0,000 0,000 O,OOO 0,000 0,000 1,000 0,000 0.000 O,COO x3 0,000 0,000 O,OOO 3COO,O00 0,C00 5000,000 0,000 0,000 0,000 O,CO0 ~ FRO= H~LFF65, INSER]ED X] IN RO~ X1 9~9,600 40,000 ]740,000 ½035,000 ]0,000 ]0,000 ~0,000 0,000 0,000 O,GO0 X3 0,000 0,000 0,000 ]000,000 0,000 5000,000 0,000 0,000 O,OOO 0,000 X~ 2.0~C 440.~00 1105,000 434,5J0 1156,C~0 0,000 0,090 0.000 0,000 0,~00 GR ~,5~C 1900,~00 449,500 1075,000 4,0,000 1076,000 434,000 1200,G00 4~0.000 1250,000 GR 430,000 1300.000 434,000 1370,000 440,000 1175.000 440,000 1470,000 449,500 1476,~00 ~ GR 4~,500 ]725°000 442,000 37]0,000 44Z,G00 ]740,000 440,000 3760,000 438,000 3800,G00 GR 4]C,000 3349,000 410,000 ]900,090 410,000 3950,000 4~0,000 4000,000 414,000 4010,C00 GR 438,000 4035,000 4]8,000 4045,000 449,500 ~050,000 450,000 5~10,000 4~0,000 5615,000 ~ GR 4~0,000 6170o000 4~4,000 ~180,000 ~]4,000 6190,000 4~],000 ~200,000 4]3,000 6250,000 GR 4]],500 6Z70.000 440.000 6271,000 440,000 66]0,000 4~0,000 66]5,000 450,000 8150,G00 GR 4]?,500 8]55,000 438,000 9000,000 4]9,000 9280,000 450,000 928~,000 450,000 102~5,000 FROM H~LFF65, I~SERTED X] IN ROB Xl 910,000 40,000 ]740,000 40]5,000 ~0,000 40;000 ~0,000 0,000 0,000 0,000 ~ X] O,O00 0,000 0,000 ]000,000 0,000 5000,000 0,000 0,000 0,000 0,000 X4 ],000 440,000 1125,000 4]4,500 1126,000 440,000 141~,000 0.000 0.000 0.000 GR 449,500 1000,000 4~9,S00 1075,00~ 4]5,800 1076,000 434,000 1200,000 4~0,000 12~0,C00 { GR 4]0,000 1100,000 434,000 1370,000 ~]6,000 1400,000 4~0,000 1470,000 449,500 1476,000 GR 449,500 3725,000 442,000 3710,00~ 4~2,G0~ 37~0,000 440,G00 ]760,000 438,000 3~00.~00 GR 430,000 33~,0,00~ 410,000 ~00,000 410,000 3950,000 430.000 4000,000 414.000 4010,000 ~ GR 4]~,000 4035,000 418,C00 4005,000 449,500 4050,000 4SO,O00 5610,000 440,0~0 5515,G00 G~ 4~C,000 ~130.00~ 434,000 ~140.G,~0 ~34,000 ~190,00~ 4~3.G00 ~ZSO,GOC 433,030 6Z50,000 GR 433,500 6310,000 4~0,000 o311,000 4~O,OOO 6530,000 450,000 o615,000 450,000 8350,000 GR 437,500 8355,000 438,000 9000,000 439,000 9280,000 450,000 9285,000 450,000 10265,~00 1 1~ JUN 8~ ~:11:58 P~GE F~OM H~LFF65. iNSERTeD X3 IN ROe X1 910,30G 58.00,~ 8530,000 ~40.G00 ]0,G00 ]0,000 30,000 0,C00 0,090 0.G00 X] 0,000 0,000 0.000 7000,090 0,000 9000,000 0,000 0,000 O,OgO 0,000 t, 8T 8,000 5900,000 449,500 446,500 o500,000 449,500 4~8,500 0580,000 449.500 446,500 ET 8840,000 449,500 446,500 10460.000 450,000 447,000 11~0.000 450,000 447.090 11190,000 8T ~50.03C ~47.000 14100.G00 459.030 4~7.C00 0.000 0.030 0.000 O.O.]O O.COC (- GR 449.500 5900.000 446.500 5900.0'30 438.000 59]0.000 4]6.000 59~0.000 436.000 5970.800 GR 4]4.000 5950.000 432.000 6020.000 430.C00 6090.000 4]0.000 6150.000 412.000 6200.000 G~ ~3~,000 6220,000 436,000 6250.000 433,000 6270,000 440,000 6~80,000 446,530 6]00,000 GR ~9.500 6]00,000 449,500 85a0,030 446,500 ~580.000 4]0,000 ~590,~00 410,0~0 8650,000 GR 410,000 8700.000 430,000 a7o0,000 43~,000 8770.000 438,000 8~00,000 446.530 8840,000 GR ~4~.5.30 85~0,000 450.000 10430,000 4~7,000 13~50,000 4~0,000 10470,800 440,000 10340,000 ~ .~ 4~C,000 1CB~O.~O0 436,COG lO~l,GJO ~3~.790 10950,00U 4~5,000 11030,G0~ 432.030 11030.000 GR 434.000 113~0,000 436.000 11100,000 4~0,000 11101,000 4~0,000 11101.030 440.030 11445,000 ~' I, Jb~, .~ 09:12:15 3512jl~6-wl 115 PAGE _ ~ 4~7,000 11480,000 450.030 11450.000 450,030 15190,000 4~7,000 131;~0,000 4~0,000 13220,000 GR 4]8,000 15]10,003 ~38.000 15460,000 440,000 13405,000 4~2,000 134~0,000 442,000 lj610,C00 G~ 440.000 11670.000 439.500 1~700.030 4~0,000 1~730.000 440.000 15970.000 439.200 14020.C00 ~ GR 4~C.000 14070.000 ~7.000 14100.000 450.000 14100.000 0,000 0.000 0.000 0,000 FROM HALFF65. INSERTED X] IN ROB : Xl glO.SOC 0,000 0,000 O,O00 20,000 20.000 Z0.000 0.000 0.030 0.000 X2 C,O00 0,000 0.000 0,000 O,CO0 O,OOO 1.000 0.000 O. OOO O.GO0 x5 C.O00 0,300 O,O00 7000,000 O.O00 gO00.O00 O.O00 0,000 0,000 O,COO NC C.150 0.120 0,050 0.130 0,~00 0.000 O,O00 0,000 OoO00 0.000 FROM NALFF65, INSERTED X5 IN ROB xl 911,500 48,000 5~50.C00 41~0,000 100.000 100,000 130,000 0.000 0,000 C,CO0 xJ C.OOC 0,000 0.000 ~O00,O00 O,O00 5000.000 O.O00 O.OOC 0,0'30 O.CO0 G~ 4~5.000 1000.000 458,000 1020,000 ~58.C00 1100,000 4]b. OOO 1150,000 4]4.030 1150.000 ~ GR 452.000 1220,000 430.000 1250.000 428.C00 1270.000 428.000 lZ~O.CO0 430.000 1305.000 GR 4~2.000 1]25.000 45~.000 1565.000 4~6.000 1450.000 43~.600 16~0.000 449=5~0 1695.C00 GR ~49.500 3755.000 440.000 3756.000 440.000 ~830.000 430.000 ~840.000 410.000 3900.000 ~ GR ~10.000 392S.000 416.000 3980.000 450.000 40]0.000 4J4.000 40~0.000 456.000 ~100.000 ~R 4~8.000 4170.000 440.000 4190.000 440.200 4210.000 440.300 4220.000 449.600 4220.000 GR 449,900 5600.000 440.000 5601.000 440.000 6000.000 435.000 6001.600 4]6.000 6165.000 GR 452.000 6200.000 432.000 6210.000 4]6.000 6220.000 456.000 6400.000 440.000 6401.C00 GR 44C.000 6819.000 450.000 6820.000 450.000 8295.000 4]8.000 ~00.000 438.000 8475.000 GR 440.000 9500.000 450.000 9505.0~0 450.000 10800.000 0.000 0.000 0.000 0.000 NM 6,000 0.100 3740.000 0.075 4950.000 0.100 4970,000 0.050 5265.000 0,120 NM 6520.000 0.065 7~85.000 0.000 0.000 0.000 0.000 0.000 C,OOO 0.000 ~ FROM HALFF65., SPLIT FLOW END UIS FROM 920.~Y/C~RROLLTON LANDFILL EFFECTIVE AREA ~OED AT STA 29401LEFT O~ N LOWERED TO 0.100, ---NDM .075 IN PARK, ,055 IN GOLF CCURSE/CAR~OLLTON PARK TOPO ADDED { Xl 920.970 48.000 4~70.000 ~265.030 980.000 ~50.000 950.000 0.000 0.000 O.CO0 x3 0.030 0.000 0.000 3740.000 O.CO0 5500.000 0.0=30 O.GO0 O.OOC 0.C03 GR 450.000 1000.000 457.000 1005.000 440.000 1400,000 432.000 1900.000 ~54.000 22o0.600 GR 4~6.000 2~70.000 438.000 2495.000 4]8.200 2750.000 435.000 3005,000 437.B00 ~200.000 GR 4]8.000 3400.000 440.000 3670.000 440.000 3765.000 4~8.000 572Z.000 436.000 3780.000 GR 434.000 30]0.003 4~.G00 3~70.000 452.030 5955.000 434.000 39~5.00G 436.0'30 41~5.600 qr GR 437,590 4309.300 437.300 4310.030 441,000 ~675.000 4~7.300 ~950.00C 43~.0]0 ~970.C00 GR 432.000 4~95.000 ~30.000 5050.000 4Z8.000 5070.000 426.000 50~0.030 420.000 5095.000 GR 410.000 5100.000 ~10.006 51~0.003 ~20.C06 51~5.000 424.C06 51~5.030 420.030 5230.800 1 P~GE 1~ JUN 86 9:11:5~ GR 4~0.000 5250.000 43d.000 5265.000 4j8.~00 5]Z5.000 450.000 5330.000 ~50.000 5775.030 GR ~58.100 57S0.000 430.000 6155.030 457.000 6500.030 458.000 6805.000 ~38.000 7CZS.CO0 ( GR 437.400 7079.000 444.500 70~0.030 444.500 7~85.000 0.000 0.000 0.000 0.000 ;T 7.03C 0.000 0.000 0.030 0.000 0.000 55~30.C00 ~4400.000 0.000 O.CO0 ~,. 5.000 0.050 15650.000 0,050 14502.C00 0.0~5 1~7~3.000 0.0~0 15750.000 0,0~5 NH 2000C.000 O.OOO 0.000 O.OOO O.CO0 0.000 0.000 O.CO0 0.000 0.000 ADDED F~OM RIVERCHA~E PODEL/CARROLLTON LAND=ILL ENCR, +PARK x~ ~O.Oi]C 50.300 1,~02.C00 1,7~5.G30 ~00.000 690.000 93~.~00 0.630 0.030 O.CJO x] C.OOG 9.000 0.090 12450.030 0,000 15730,C00 4~,600 O,COO 0.000 O,OOG ~! 1- JgN ~o 09:12:15 ~512J13~*~1 113 P~S~ 7 3R ~5C.00C 6050.000 442.000 ~060.00~ 440.~00 6335.030 4~0.700 o850.000 440.000 7170.000 G~ 4iC.O3C 7720.003 4~4.000 5350.000 434.000 ~625.000 440.000 9410.000 4~6.700 10~0.600 G~ 4]6.000 10~85.000 438.000 11575.000 436.100 11830.000 447.500 12000.000 440.000 12150.000 ~ GR 440.000 12450.000 440.000 13000.000 440.200 13680.000 440.000 14107.000 4]9.000 14392.C00 G~ 438.000 14462.000 ~35.000 14492.000 434.400 14502.000 431.400 1;572.~00 431.000 14607.000 GR 415.900 14639.000 409.600 14641.000 409.600 14695.000 415.900 1~697.000 427.400 14720.C00 G~ ~29.200 14739.900 430.400 1~765.000 4~0.500 1478~.000 4~0.000 1~10.000 441.200 14850.000 SR 4~C.000 14~90.000 438.000 15054.000 438.C00 15730.000 4~8.000 171~5.C00 437.500 1~425.C00 GR 437.50C 17685.000 ~38.000 15130.000 4~8.0~0 1~900.~00 440.000 1~100.C00 441.000 19360.000 CR ~2.0~0 19620.000 443.000 19735.000 444.000 1~850.000 4~5.000 19905.000 450.000 20000.C00 ~H 5.000 0.065 13635.000 0.050 147~3.000 0.0~5 15050.000 0.040 15700.000 O.CS5 ~, 2~0.]C.000 0.000 0.00~ 0.000 0.000 0.00~ 0.000 O.CO0 0.000 0.000 Ag~EG FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENC~. +PARK ~1 937-8i~0 54.000 1~7~3.COG 15050.0'~0 800.000 7~0.000 7~0.000 0.C00 0.000 0.000 ~ X3 0.000 0.000 0.000 12~00.000 0.000 15700.000 4~4.800 0.000 0.000 O.CO0 GR 43~.000 8000.000 4]8.000 5920.000 440.G~0 9230.000 440.000 9o40.0~0 436.9~0 9670.000 GR 440.500 1C500.000 456.500 10700.000 4~8.500 110~0.000 458.500 11~40.000 445.130 11510.C00 ~ GR 448.500 11860.000 462.200 11920.000 457.000 12530.000 440.000 12~00.000 437.000 13105.000 GR 457.500 1~835.000 4]9.500 14315.000 440.000 14510.000 440.000 14585.000 4]9.000 14600.G00 GR 4~8.000 14635.000 4]7.000 14725.000 4]5.000 14760.000 4]4.600 1478].000 432.900 1483].000 :~ GR 416.500 14866.000 414.500 14867.000 414.500 14939.000 416.500 14940.000 4]0.400 14959.000 GR 431.800 14970.000 441.900 14990.000 440.700 150~6.000 440.700 15050.000 441.800 15099.~00 GR 441.~00 15100.000 440.000 15244.000 429.400 15284.000 429.400 1~514.000 438.000 155~0.C00 v GR 4]8.000 15700.000 438.000 16700.000 4]8.800 17120.000 4]6.600 17300.000 438.030 17460.000 GR 438.000 17650.000 457.600 17530.000 438.000 18040.000 439.500 15450.000 439.]00 19100.000 GR 440.000 19400.000 442.000 19805.0~0 445.000 19915.000 450.000 20000.000 0.00~ 0.000 ~H 5.0~0 0.050 11950.C00 O.G~O 14000.000 0.045 143~0.C00 0.040 150~0.000 0.050 NH 1900C.030 0.000 0.030 0.000 0.000 0.000 0.C00 0.000 0.0']0 0.000 !L~ ADDED FRO~ RIVERCH~SE MOOEL/CAR~OLLTON LANDFILL ENC~. ADDED ---NDM xl 9S0.970 57.']0iD 1~C00.C00 1~320.C00 1320.0'30 1320.000 1320.000 0.000 G.0~3 O.COC x~ 0.030 O. OOO O.OOC 118~0.000 0.000 15050.000 44~.000 0.000 O.O]O 0.000 GR 452.800 6000.000 452.400 6100.000 444.300 6300.000 444.200 5400.000 442.400 6600.000 GR 441.50C 6~00.000 442.500 7100.000 4~7.600 7530.000 4]8.900 ~475.000 439.830 9100.000 GR 440.200 9110.0C0 439.';00 9210.0'30 435.100 9?O0.OOG 4]B.~00 1210C.000 440.500 10300.000 ~ GR 4~C.23C 10503.00:] 4~1.430 10c00.030 ~45.0,j0 11000.000 442.300 110~0.C00 ~40.g40 11~50.G00 GR 440.~00 11930.00'3 4~1.60C 11~50.COC 4~0.C00 11955.000 4~0.000 13~50.00C 4~.5)0 13400.C0'Z: ~ 4~4.COC 1~500.00'3 440.90C 137,30.0]0 4~1.200 13S30.000 ~2.~00 lj~0.00[, 4~5.~30 1~70.COC GR 443.030 14000..300 ~27.000 1~135.C'JG 412.700 1~175.03C ~10.cOl~ 1-1;0.000 GR 426.03C 142~0.00') 430.COC' 1~300.C'30 4~2.50,~ 14320.0~0 L~O.9,]:.~ 1~q4~.C~;' ;~O.~,J; 1~594.00n GR 429.800 1~3~.'b0'3 429.~00 1~5~.000 4j9.100 1~9~0-0u0 ~3~.750 15050.000 ~4C.~00 lj200.C00 ~ GR 43~.400 15~01~.00~ 4;9.2C0 15E00.000 43~.600 158~0.000 4~7.80~ I~GO0.OOC 438.530 17100.~00 GR 43~.30C 1744~.'303 ~3~.';,3[ 17700.0~C ~3~.400 17~O0.GOO 4,59.30C 1~5~0.0.30 441.~jU 13900.00C 1 ~. 1~ JUt, ~ ~:11:5~ P~GE ., ~.~jO 1=~5~.~ 4~.I,jL' 1;IZU!].~)!~ O.OjU u..~,lt _ ,. O.C C C.C~O O.COC ~ J C. ~ 3C 3. ~=Z ~ ,- - Z ~ "' · ';' ~ G. O'OC O. O,jO O.ODO O. COO G. t J3 O. COO 1 ~L~NO ~EPTh C~SE~ C~I',S ~SEL~ ~G nV HL OL.OSS ~ANK ELEV ~ :LOB ~CH QRO5 ALOB ACH ~RO6 VOL TW~ LEFT/RIGHT ~' TIME VLOB VCH VR05 XNL XNCM XN~ WTN ELMIN SSTA SL.OPE XLOBL XLCH XLOBR [TRIAL IDC [CONT CORER TO~W[D ~NDST CCHV= C.10~ CEHV: 0.~00 1~9~ Nh CARD USED ,SECk3 5a~.]CO MODEL DEVELOPED BASED ON CURRENT FIS ~ODEL OF ]1~o - ~IL( -NDM "EL~BLTR" (N~TURAL RUN) ~,D "~LHBLF~R" (FLOODi~ RUN) -NDM ~S ~LMF~SX - THIS VERSION W~S FURTHER UPDATED TO ~EFLECT -NDM ~ THE ACTUAL LIMERICK TRACT FILL IN ~ILE" ELMFISXR". NDM ELHF[SX~ W~S DIVIDED FOR FLO~ SPLIT I~TO LEFT~RIGHT ~CH~NNEL NDM FROM H~LFFE5. REVISED TC REFLECT IFCOII[ O°FLOW SWALE -H~LFF ~ 80~.SG 28.]S ~]5.SS O.OO 4S8.~5 438.41 0.06 0.00 0.00 4~o.00 ~4200. 1~92. 82S9. 20449. 6261. 38~3. 13838. O. O. 0,00 2,47 2,14 1.48 0,016 0,050 0,041 0,000 410,00 9918,41 0,000136 2300, 2430, 2200, 0 0 0 0,00 39~9,72 13868,19 0 1490 NH CARD USED ~1~ ,SECNO 8?8,000 3265 DIVIDED FLOW 87~.0C 26,55 ~3~,55 0.00 0,00 43E,~2 ~,07 0,20 0.~0 439.00 44400. 1~565, 9103. 16732, 7~E7, ~058. 907], 6~5, 123. ~39,00 ~i:. 0,17 2.~2 2,24 1,~ 0,037 0,050 0.0~0 0,~0'3 41~,~ 1019.0~ 0,000177 1200, 1~70, 1~C, 1 u 0 O,O0 3993,12 ~177.~6 0 1490 NH CARD USED *SECNO 880,0C0 ~' 3265 D2VI~3 FLOW ~280 CROSS SECTION ~30.00 EXTE~;D~O 0,57 F~ET FROM HALFF65, PB-C S~LE ENES ~ N ~NO OF FB-C LEVEE, REVISED TO REFLECT IFCDIII O'FLGW SW~LE & LEVEE, It, NOTE "N" VALUE TO REFLECT R~CE TRACK ~NO TOWERS IN FLOODWAY 8~0,00 26,5~ ~3j.56 C.OO 0.00 438.08 0,12 O,OS 0,01 4]9,00 4~400, 5935, 1~520, 249~5, 40~2. 406~, 9155, 772, 1~1, ~39,00 (- 0,19 1,47 ],]2 2.72 0,050 a,o~o 0.040 0,000 412,00 880,00 0,000388 200. 200, 2GO, 1 0 0 O.OO 414~,69 5177,54 1 1~ J~N 86 9:11 SECN3 DEPTH CwSEL CRI~S wSELK F.S HV HL OLOSS ~NK ELEV ;~" 14 .jL~N ~ 39:12:15 ~512J116*W1 110 PAGE ~ ;LOS .~CH CRC~ ALOE ACH AROB VOL TWA LEFT/RIGHT TI"E VLOB VCH VRO5 XNL XNCH XNR WTN ELMIN SSTA SL3PE XLOBL XLCH XLOSR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 Nh CARD USED *SECNO 895,900 3265 OIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3~73 ENCROACHMENT STATIONS= 3200.0 5100.O TYPE= 1 TARGET= 1900.O00 ~ SYN. X-SEC TAKEN FROM 1":400' TOPO AN3 FE-C AND IFCDII PLANS NOTE "h" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON BRANCH · : AND 1FCOIZI GRAPEVINE CREEK IMPRDVEMENT~ IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV 450, -NDM ' FLOW SPLIT STARTS AT THIS CROSS SECTION NDM 895,~0 28,89 438,B9 C. O0 0,00 ~39,5~ 0,69 0,73 0,17 4]6,00 29~00, 310, 29083, 6, 346, 43~7, 23, 1043, 190, 438,00 ~ 0,24 0,90 6,69 0,27 0,067 0,050 0,097 0,000 410,00 4429,99 0,001220 1060, 1590, 610, 2 0 0 0,00 647,72 5100,00 0 J- 1490 NH CARD USED · SECNO 9C5.3C0 i~ 3~70 ENCROACHMENT STATIONS= JEn0.O 6500.0 TYPE= I TARSET: 3000.000 SYN X-SEC TAKEN FRO~ 1"=~0' TQPC AND Fa-C AND IFCC. III PLANS NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOW50'BANK CLEARING BOT~ SIDES, FE-C FILL U.5- OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW ;~E~S WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM ~ ~ELTLINE RCA~ ANC RR USING GR CARDS AT ELEV 445, AND4SO.O -ND~ ON RIGHT SIDE THE FLCW WAS EXPANDED OUT TO ThE EX. SW~LE -NDM 905.5C 30.01 ~40.01 C,CO 0.00 4~0.87 0.57 1.2~ 0.05 ~0,03 3~00. 2~8. 27210. C~,Z. 1~5. 3329. l~3.J. 1153. 202. 420.30 3,2d 1,3~ ~,17 3,29 0,051 0,050 0,075 0,003 ~lO,OO ~770,60 0.001402 GOC. ~40. 1055, 2 0 0 0,00 61S,00 ~3~5,00 1490 NH CARD USEO · SECNO ~08,00g !. I 14 JUN 8~ 9:11:5~ PAGE SECNO D~.PTH CWSEL CRIwS WSELK EG HV HL OLOSS ~ANK ELEV ~ CLOB QCH QROB ALOB ACH ARO6 VOL TWA LEFT/RIGHT ~ TI,~ VLOB VCH VRG5 XNL XNC~ XNR WTN ELMIN SSIA SLOPE XLC~L XLC~ XLGSR iTRI~L IDC ICONT CO~A~ TOPWID ENDST .,,.. 1~ jU:, 5~ 09:12:15 3512J1J6*'W1 11'J PAGE 3470 ENCROACHMENT STATIONS= 5000.0 5000,0 TYPE= I TARGET= 2000,000 NH CARD REVISED TO INCLUDE STCHR (4O]O CHANGED TO 4190) ...... NOM 4/1186 INEFFECTIVE FLOW AREAS ON THE RIGHT SIDE DIS OF BELTLINE RO NDM WERE SET FROM THE BRIDGE TO THE EX, SWALE AT EL~V. 4~9. NDM FROM HALFF65. INSERTED X3 IN ROB · ~0e.00 ~0.61 440.~1 0.00 0.00 441.27 0.65 0.3? 0.~2 440.00 S3~00. 12. 3178a. O. 15. 5204. O. 1185. 205. 449.00 ~.29 0.80 6.49 0.00 O.OSO 0.050 0.075 0.000 410.00 ~804.6~ 0.001409 250. ZTO. 200. 2 0 0 0.00 38~.32 41~0.00 CCh~= 0.300 CEUV: 0.500 · SECNO 909.0e0 337~ NORMAL 6RIOGE,NRD= 44 MIN ELTRD= 43~.90 MAX ELLC= 450.00 ~470 ENCROACHMENT STATIONS= ]000.0 ~000.0 TYPE= 1 TARGET= 2000.000 FROM HALFF65. INSERTEO X] IN ROB PIERS AODED FOR THE EXISTING BELTLINE ROAD NOM 909.00 ]0.60 440.60 0.00 0.00 441.66 1.06 0.19 0.20 446.60 33800. O. ~3800. 0. 0. 40~4. O. 1195. 206. 44~.60 0.29 0.00 8.28 0.00 0.080 0.050 0.080 0.000 410.00 3809.24 0.002751 100. 100. 100. 2 0 0 -96.89 23~.06 4042.30 ,SECNO 909.300 ~370 NORMAL B~IOGE,NRO= 44 MIN ELTRO= 439.90 MAX ELLC= 450.00 3470 ENCROACUMENT STATIONS= 3000.C 5000.0 TYPE= 1 TARGET= 2000.080 FROM HALFF65. INSERTED X3 IN ROB 909.30 30.70 440.70 O.OO 0.00 441.75 1.05 O.OB 0.00 446.00 33800. 0. 33800. Oo O. 4106. 0. 1198. 20o. 446.00 0.29 0.00 ~.23 0.00 0.OeO 0.050 O.CSO 0.~00 ~13.80 ~808.31 0.002722 JO. 3~. 30. 2 ~ 0 -97.~7 23~.37 ~0~2.0~ · SECNO 90~.~00 3470 ENCROACHMENT STATIONS= 3000.0 5000.0 TYPE= 1 TARGET= 2000.000 14 JUN 86 9:11:5~ PAGE FROM HALFF65. INSERTED X3 IN ROB 9~9.60 30.96 440.9~ 0.00 0.00 441.86 0.90 0.07 0.05 442.0~ }7~j~. ~. 337~1. 49. O. 4425. 31. 1201. 206. 43a.30 U.3C 0.0~ 7.62 1.~4 0.080 0.050 0.0~0 0.000 41~.00 3750.4J 0.001766 30. 3~. 3~. 2 0 0 0.00 295.86 40~0.29 · SEC~O 9~O. QC9 14 JJN 63 09:12:15 5~12J136,w1 113 PAGE 11 3~70 E~.CROACHMENT STATIONS= 3000.0 5000.0 TYPE= 1 TARGET= 2OOG.O00 F~O,q HALFF65. INSERTED X3 IN ROB 91L~.00 ]1.04 441.04 0.00 0.00 441.9] 0.89 0.07 0.00 4.,2.00 33~00. O. 33749. 51 · O. z. 453. 32. 1205. 206. z, 38.00 0.30 0.00 7.58 1.56 0.000 0.050 0.080 0.000 410.00 3749.53 0.,301739 49. 40. 40. 0 0 0 0.00 296.79 4046.]2 9 *SECt.'] ~10.30~ 3370 ~;ORMAL RRIDGE,NRO= 8 MIN ELTRO= 449.50 MAX ELLC= 447.00 347~ E~CROACMMENT STATIONS= 7000.0 9000.0 TYPE= I TARGET= 2000.000 FRCM MALFF65. INSERTED X3 IN RO6 910.30 31.07 441.07 0.C0 0.00 441 ·99 0.92 0.05 0.02 42.9.50 0.]0 0.00 7.71 0.00 0.080 0.050 0.080 0.000 410.00 ~5~3.29 0.001439 ~0. 30. ]C. 2 0 0 0.00 231.17 ~814.46 ,SECNO 910.500 3370 NORMAL 8RIDGE,NRD= B MIN ELTRD= 449.50 MAX ELLC= 447.00 34?0 ENCROACHMENT STATIONS= 7000.0 9000.0 TYPE= 1 TARGET= 2000.000 F~CM HALFF65. INSERTED X3 Z~ KO5 910.50 ~1.10 441.10 0.00 0.00 442.02 0.92 0.03 0.00 449.50 33~00. O. 33800. O. O. 4392. O. 1210. 207. 449.50 0.30 0.00 7.70 O.OG 0.0~0 0.050 0.C~0 0.000 41~.00 ~5~.27 0.001413 ?0. 20. 20. 0 O 0 0.00 CCHV= C.100 CEHV= 0.30D *SECNO 911.500 3~70 ENCROACHMENT STATIG~S= ]300.0 5000.0 TYPE= 1 T~<GET= 2000.000 FRD;q HALF=6S. INSErTeD X3 ~N ROe 911.50. ?.1.62 441.o2 C.0~ g. O0 4z, 2.1~ 0.~7 0.13 ,].~z. 4~G.00 33~00. 55. 33722. 23. 120. 55~. ~. 1222. 207· ~40.00 0.50 0.~.D 6·~6 0.52 0.150 0.05~ 0.120 0.00~ 410.00 0.0011Z0 100. 100. 100. 2 0 0 0.00 46~.17 4220.00 14 JUN 8~ 9:11:5~ PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS 6ANK ELEV Q CLOD ~CH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT T I'wE VLOE VCH VRO~ XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRI~L IDC ICONT CORER TO~WID ENDST 1~,90 N~. CArD USED j~r. ~ 09:12:15 8512J1~6,W1 110 PAGE 12 ~7.J ENCROACHMENT STATIONS= 3740.0 5500.0 TYPE= 1 TARGET= 1760.000 · FROM HALFF65-* SPLIT FLOW END U/S FROM 920.97/CARROLLTON LANDFILL EFFECTIVE AREA ADDED AT STA 2940/LEFT OB N LOdEREO TO 0.100, ---NDH .075 IN P;RK, .005 IN GOLF CCURSEICARROLLTON PARK TOPO ADOEO ---NON · ~2.3.97 52.~3 ~42.~3 0.00 0.00 442.~ 0.Zl 0.6Z ].~4 ~4.C0 jZ~OJ. ~12g. ~01. 170. 0~15. 57~o. 257. 1423. Z]O. 435.00 J.~8 1.3a 4.27 0.~6 0.075 0.050 0.120 0.003 410.00 ~740.G:3 · J.OCj~Z6 9~0. 950. 550. 2 0 0 0.00 1585.71 55~.71 1~ NP CARD USED · SECN~ 330.000 3~7~ ENCROACHMENT STATION5= 12450.0 15730.0 TYPE= 1 TARGET= 52~0.000 $ ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR. +PARK ---NOM 9]0.00 33.42 445.02 0.00 0.00 4~3.26 0.24 0.41 3.01 4]4.40 4~,400. 9687. 24340. 10373. 6446. 492~. ~525. 1669. 274. ~40.50 · 0.45 1.50 4.94 2.40 0.050 0.045 0.040 0.000 409.60 12450.00 0.0005~ 800. 903. 690. 2 0 0 0.00 ]280.00 15750.00 1490 NH CARD USED · SECNO 957.8C0 ~ ]470 ENCROACHMENT 5TATIONS= 12600.0 15700.0 TYPE=. 1 TARGET=. ]100.000 ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. +PARK ---NDM 937.80 28.96 443.46 0.00 0.00 443.58 0.12 0.31 0.01 454.60 · 44403. 14577. 15597. 16227. 11564. 4027- 5235. 2021. 5]2. 440.70 3.53 1.26 3.38 3.10 0.06~ 0.045 O.O~O 0.000 414.50 12600.00 O.O002~g 800. 7~0. 7~0. 2 0 0 0.00 5100.00 15700.00 { o 1~90 NH CARD USEG · SECNO 950.970 3265 OIVIDEO FLOW 3~73 E~CROACHMENT STATION5= 11850.0 15050.0 TYPE= 1 TARGET= 3200.000 ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. ADDED ---NDM $ 1 P~GE 13 14 JUN 86 9:11:58 ~ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q ~LOB ]CH ~ROB ALOB ACH AROB VOL TWA LEFT/RIGHT ~ TIM~ VLUa VCH V~03 XNL XNCH XNR WTN ELMIN SST& SLOP5 XLOBL XLCH XLO~R ITRIAL IDC ICONT CORAR TODWID ENDST 950.97 ]5.27 44~.87 0.00 O. OG 444.07 0.20 0.46 0.03 4~3.00 44400. 5256. 20299. 18845- 5814. 4955. 5294. 2580- 421. 442.50 $ 0.54 0.90 ~.10 3.56 0.079 0.045 0.040 0.000 410.50 11850.00 0.000417 132C. lS20- 132C. 2 0 0 0.00 2751.09 15050.00 "' 1- J~N 66 09:12:15 ;~512J136,W1 110 PAGE 1 PAGE 1~ JUN 86 9:11:53 ~ THIS RUN EXECUTED 1~ JUN 8O 9:12:07 ~EC2 RELEASE DATEO NOV 76 UPDATED MARC 19~2 ERROR CORR - 01,02,03,04,05 HOCiFICATION ' 50,51,52,5],54-55 ~ T1 BELT LINE ROAD 8RIDGE ANALYSIS JUNE 19~6 DLJ 12 EXISTING BRIGES SPLIT FLOW-CHANNEL T3 Q=55800 CFS NATHAN D. MAIE~ ENGINEER5 ~ WSEL FQ J1 ICHECK INQ NINV IOIR STRT METRIC HVINS 0. 7. 0. O. 0.O00000 0.00 0.0 O. 419.650 0.000 JZ NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE II 0.000 15.000 0,000 -1.C00 0.000 0.000 O.000 0.000 0.000 0.000 1 PAGE 15 14 JUN 8~ 9:11:5~ SECNG DEPTH C~SEL C~IWS NSELK EG HV HL OL3SS 6ANK ELEV ,~ QLO~ gCH QRDB ALOB ACH AROB VOL TWA LEFTIRIG~T TI~E VLOB VCH VRD5 XNL XNC~ X~R WTN EL~IN S~TA 5LOPE XLOSL XLCH XLO~R ITRIAL IDC ICONT CORAR TO~WI0 ENDST ~r · PROF 2 ,~ CCMV= 0.130 CEMV= O.~O0 1~90 NH CARD USED · SECNO 86~.300 & MODEL DEVELOPED BASED ON CURRENT FIS MGDEL OF ~!8~ - FILE -NDM "ELMBLTR" (NATURAL RUN) AND "ELMSLFWR" (FLOODWAY RUN) -NOM AS ELM~TSX - T,IS VERSION W~S FURTHER UPDATED TO REFLECT -N~M ~ AC'T~AL LI~ER~C~ T~AC1 F;LL iN FILE" ELNFISX~"- ELMFISXR WAS DIVIDED FOR FLOW SPLIT INTO LEFT,RIGHT &CHANNEL ND~ FROM HALFF65. REVISED TC REFLECT IFCgIZI O'FLCW 5W~LE -HALFF a~.SC 29.6~ ~3~.65 0.00 ~39.65 439.72 0.07 0.03 0.00 ~6.00 5560~- 1~6~9. 9450. 27721. 7331. 4165. 1759~. O. O. 0.00 2.54 2.27 1.5B 0.0~6 0.0~0 0.042 O. OOg 410.00 9914.~6 ~ 0.30~138 2300. 2~30. 2200. 0 0 0 0.03 3956.94 11871.B1 ~ 1~ JUN ~ 0~:12:15 ~512J136,~1 110 D~GE 1~93 ~H CARD USED *SECNO 878.000 ~73.00 27.85 439.~5 0.00 0.00 459.95 0.0~ 0.21 0.00 419.00 ( 55~00. 25513. 10579. 21908. 9185. 4~8. 12579. 847. 125. 0.17 2.~ 2.58 1.77 0.0]8 0.050 0.043 O.OOQ ~17.00 1015.2~ 0.0001~2 1200. 1370. 1~00. 1 0 0 0.00 4165.71 5180.04 1~93 NH CARD USED ,]ECNg 880.000 ~:' ]2~0 CROSS SECTION 8BO.O0 EXTENDED 1.88 FEET FROM MALFF65. FB-C SW~LE ENDS ~ N END OF F8-C LEVEE. REVISED TO REFLECT IFCDIII D'FLCW SW~LE & LEVEE. NOTE "N" VALUE TO REFLECT R~CE TRACK ANO TOWERS IN FLOODW~ 8~0.00 27.8] ~39.88 0.00 0.00 419.9~ 0.11 0.05 0.01 439.00 ~ 55800. 964~. 14997. 31155. ~934. ~4~0. 12~85- 9~0. 1~5. ~.19 1.6] ].36 Z.SO 0.050 0.050 0.0~ 0.000 412.00 830.00 o. Oe.]]~] 200. ZOO. 200. 0 0 0 O.Og &301.05 51~1.05 1~90 NH CARD USED ,SECNO 895.900 3]01 HV CHANGED MORE THAN HVINS 1 14 JUN 86 9:11:58 SECNO DEPTH CWSEL CRIWS WSELK EG MV HL OLOSS BANK ELEV ~ QLOB QCH QRO~ ALOB AC~ AR06 VOL TW~ LEFT/RIGHT ~ TIME VLOB VCH VRO~ XNL XNCH XNR ~TN ELMIN SSTA SLOP~ XLOSL XLC~ XLG&R ITRI~L IOC ~LONT COR~ TOPWiG ENDST 3470 ENCROACHMENT STATIONS= ]ZO0.C 5100.0 TYPE= 1 TARGET= 1900.000 SYN. X-SEC TAKEN F~OM 1"=400' TDPO ~ND FB-C AND I~CgII PLANS NOTE "N" V~LUE TO REFLECT RACE TR~CK AND TOWERS IN ~LOODW~Y SftO~S O'BANK CLEARING eOTH SIDES, FS-C FILL U.S- OF HUTTON ~RAhCH AND IFCDIZI G~PEVINE CRE~K IMPROVEMENTS IN EFFECTIV: FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM OF BELTLINE ROAD AND RR USING GR CARDS A~ ELEV 450. -NDM FLOW SPLIT STARTS AT THIS CROSS SECTION NDM 895.~C ~0.15 ~40.15 C.03 0.30 4~0.70 0.62 0-~ 0.1] 416.0j 31100. 1034. 29g63. 103. ?]5. ~67C. 151. 1296. 195. .25 1.41 c~:.-,2 ~,'- 0.001 0.03-] 0.[;~9 O.OC3 A, 1D.OO O.OG1CZC 10o0. 1590. 010. 2 0 0 O.OO 670.02 5100.03 1,,.9C ",h CARD USED *SECNO 905.3C0 ~47.3 FNC~OACHMENT ST~TTONS= 3590.0 6500.0 TYPE= I TARGET= 3000.000 STN X-SEC TAKEN FROM l"=Z, gO' TOPO AND FB-C AND IFCDIII PLANS Jjk 8~ 09:12:15 ~512J136'~1 110 15 NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHO~S G'BANK CLEA~ING 80TH SIDES, FB-C FILL U.S. OF HUTTON ~RANCH AND IFCOIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAC AND RR USING GR CARDS AT ELEV 445. AND4SO,O -NDM ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX. SWALE -NDM 905.30 31.09 441.09 O.OO 0.00 4~2.C1 0.92 1.15 3.09 430.00 Z~SOJ. 6~1. 29943. 7976. 382. 3~9~. 2227. 1420. 207. 426.00 0.28 1.78 ~.5o 3.58 0.054 0.050 0.073 0.000 ~10.00 47?0.00 3.J614~0 600. 940. 1035. 2 0 0 0.00 015.00 53d5.00 1~90 NH CARD USED · SECNO )Oa. O00 3~70 EhCROACHMENT STATIONS= 3000.0 5030.0 TYPE= I TARGET`= 2000.000 NH CARD REVISED TO INCLUDE STCHR (4053 CHANGED TO 4190) ...... NDM 4/1186 INEFFECTIVE FLOw AREAS ON THE RIGHT SIDE DIS OF BELTLINE RD NDM WERE SET FROM THE BRIDGE TO THE EX. SWALE AT ELEV. 4~9. NDM FROM HALFF6S. INSERTED X5 IN ROB 908.00 51.67 ~41.67 0.00 0.00 442.41 0.74 0.~8 0.02 440.00 58600. 67. ~8553. 0. 45. 5586. O. 1455. 210. 449.00 0.29 1.58 6.90 0.00 0.050 0.050 0.0?3 0.000 410.00 5804.1Z 0.001454 250. 270. ZOO. 2 0 0 0.00 385.88 ~190.00 PAGE 14 JUN 86 9:11:58 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL QLOSS BANK ELEV 0 ~LOB ~CH GRO~ ALOB ACH AROB VOL TW~ I. EFT/RIGHT TIME VLOB VCH VRC8 XNL XUCH XNq ~tTN ELMIN SST~ SLOPE XLOSL XLCH XLCSR ITRI~L ZOO ICO~T CORAR TOPW~D ENDST CCHV= C.300 CEMV= 0.500 · SECNO 909.000 3370 NORMAL ~RZDGE-NR9= 4~ MIN ELTRg= ~39.~0 MAX ELLC= 5~70 ENCROACHMENT STATIONS= ~000.0 50OO.O TYPE= I TARGET= 2000.000 FROM HALFF65. INSERTED X3 IN ROB PIERS AOOED FOR THE EXISTING BELTLINE ROAD NOM 909.00 51.63 ~41.63 0.00 0.00 442.67 1.24 0.21 0.25 44~.60 38500. O. 38600. 0. O. ~326. O. 1466. ~11. ~45.~0 .~,29 C,C~ ~,~2 C.CC C,CSO 0,050 O,CSO S,jC] ~l~,jO 37~9,j3 ~,dU5205 100, 100, 100, 2 0 0 -103,0S 24~,95 40~,27 -S~CNO 90~.500 ~370 NORMAL BRIDGE,NRD: 4~ MIN ELTRO= ~3;.9~ MAX ELLC= 450.00 Jut. ~6 09:12:15 ~512J136,w1 110 P~GE 3~7~ ~NCROACHMENT STATIONS= ]C00,0 50gO.O TYPE= 1 TARGET= 2000,0~0 FROM HALFF65, INSERTED X3 IN ROB 909,30 31a75 441,75 0,00 O,gO 442,97 1.22 0,13 0.00 446,60 58600, 0, 38600, O, O, 4354, O- 145~, 211, 4~6,60 0,30 0,00 8,~7 0,00 0,080 0,050 0,080 0,000 410,00 ]798,22 0,g03164 30, 30, 30, 2 O 0 -103,77 248,50 40~6,71 *SECNO ~09,600 3~7d ENCROaChMeNT STATIONS= 3000,0 5000,0 TYPE-' 1 TARGET= ZOOO,00O FROM HALFF65, INSERTED X3 IN ROB ~0~,60 32,0~ 4~2,0E 0,00 0,00 443,10 1,02 0,07 0,06 442=00 5~50~, O. 3~513. ~7. 1, 4755, 4~, 1&72, 211, 0,3C 0,15 ~,10 1,9~ 0,0~0 0,050 0,0~0 0,003 41],00 3729.94 0,00190C 30, 30. 50. Z 0 0 0,00 31~,~3 4046,75 ,SECN.3 ~10,000 3~70 ENCROACHMENT STATIONS= 3000,0 5000,0 TYPE= 1 TARGET=. 2000,000 FROM HALFF65, INSERTED X3 IN ROB 910,00 32,17 44~,17 0,00 0,00 443,18 1,00 0,08 0,00 442,00 38600, 0, 38510, 90, 2, 47~4, 46, 1477, 212, 438,00 0,30 0,25 8,05 1,97 0,080 0,050 0,050 0,000 410,00 3729,6~ 0,001851 40, 40, 40, 0 0 0 0,00 316,94 4046,82 PAGE 14 JUN 86 9:11:58 SECNO OEPTH CWSEL CRIWS WSELK EG HV HL OL3SS BAN~ ELEV Q CLO~ ~CH CRCB ~L3B ~CH AR,~E VOL TW~ LE~T/~IG~T TIM~ VLOB VCH VR03 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLC. XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST ,SECNO 910,3C0 ~..%70 NCR."'~L RRIDG~/NRO: j v~j.N ELTK[:= ~z,~,SS MAX ELLL= 3~70 ENCROACHMENT STATIONS: 7000.0 9000.0 TYPE= I TzXRGET= 200C.030 FROM HALFF65, INSERTED X3 IN ROB · 910,30 32,19 ~42,19 0,00 0,00 443,2~ 1.07 0,05 0,03 4~9,50 38500. O, 38600, O, O, ~647. O, 1~0, 212, 4~9,50 :},~C 0,03 ~,~1 0,00 O.C~O 0,050 0.050 0.]00 413.30 ~5~2.61 ..'..~:~ j3. 33. 50. 2 ,] 0 ~.0'~ 237.12 ~61~.7~ ,:EC',3 910,5C0 3~70 NORMAL 8RIDGE,NRO: ~ MIN ELTRD= 449,~0 MAX ELLC= 447,00 ~7'~ SNCRO~CHMENT STATIONS= 70~G,0 9000,0 TYPE= I TARGET= 2000,090 ..~i 14 JUN a3 09:12:15 ~512j136.w1 110 PAGE 17 FROM HALFF65. INSERTED X] IN R05 ~1J.50 32.Z3 442.23 0.00 0.00 4~3.30 1.07 0.03 0.00 449.50 38509. O. 38600. O. 0. 4655. O. 14~2. 212. ~49.50 g.30 0.00 ~.29 0.00 0.080 0.050 0.0~0 0.000 410.00 8582.5~ 0.001595 20. 20. 20. 0 0 0 0.00 237.30 8819.~9 CCHV= 0.100 CEHV= 0,300 ,SECN0 911.500 3~7'j ENCROACI~MENT STATIONS= 3000.0 5000.0 TYPE= I TARGET: 2000.000 FROM HALFF65, INSERTED X3 IN ROB 911.50 ~2.84 442.84 0.00 0.00 443.47 0.63 0.1~ 0.94 440.00 ~300. 14G. 38397. 62. 211. 6008. 81. 14~5. 21~. 440.00 J.30 0.67 6.39 0.77 C.150 0.050 0.120 0.000 410.00 3755.73 0.001125 100. 100. 100. 2 0 0 0.00 464.30 4220.00 1~90 NP CARD USES *SECNO 920.970 3470 ENCROACHMENT STATIONS= 3740.0 5500.0 TYPE: I TARGET= 1760.000 FROM HALFF65.* SPLIT FLOW END UIS FROM 920.971CARROLLTON LANDFILL ~FFECTIVE AREA AD~E~ ~T ST~ 2~40/LEFT O~ N LOWERED TO 0.100~ ---NON 1~ JUN 8b ~:11:58 PAGE .~75 IN P~RK..06} I~ GOLF COURSE/CAR~OLLTON PARK TOPO AODED ---NOM 920.97 33.91 4~3.91 C.GO 0.00 4~4.11 0.21 0.59 '3.~ ..... :~ 3860], 12117, Zc~Z~, 2~, ~1;5, ~112, ~30, 17;4, ~ZS, ~3~,30 j,j~ 1,-: ,..~ 12,7 .:.i]75 O, US,] 0,120 O,Og] ~1.3,30 3740,00 d.ue,S~5 9~C. ,5']. 5~0- 2 ~ 0 0.00 1587.28 5~27.2~ 1~90 NH CArD USE~ ,SECNO 930.00~ 3470 ENCROACHMENT STATIONS= 12450.6 15730,0 TYPE= I TARGET= 3280.000 ~SDE~ FRC~ RIVERCHASE MOCEL/C~R~CLLTQN LANDFILL ENCR, +PARK ---NON 55~03. 1~71B. 25634. 14~B. ~30~. 5277. 5505. 20~o. Z7~. ~4'3,~0 0.45 1.75 ~.d~ 2,6Z 0.050 0.045 G.C40 O,O00 ~O~.~O 12450.00 0.000471 800. 903. o~0. ? 0 0 0.0~ 3280.00 157~0,03 1490 NH CARD USEg ,SECNO 937.500 '~" .~.!L~:SAChMENT ST~TIUN~= 1Z~OC,G 1SZJG.Q TYP~= I TARGET= 3130,900 ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR, +PARK ---NDM ~37.a0 30.1~ 444.66 O.O0 0.00 444.78 0.13 0.29 0.31 4~4.60 ~5~00. 2051]. 1~566. 19722. 14170. ~3~¢. ~011. 2448. 337. ~40.70 0.53 1.45 3.56 3.28 O.O~ 0.045 0.040 0.000 ~1~.50 12600.00 ;3.5C3304 80C, 780. 780. 2 0 0 0.00 3100.00 1~700,00 1,90 NH CARD USED !~ JJk ~5 09~12:15 j512J1~5*w1 110 PASE 12 ·SECt-,O ~5.~.970 5~S DIVIDED ~LOW 3280 CROSS SECTION 950.97 EXTENDED 0.77 FEET 347:] ENCROACHMENT STATIONS= 11850.0 15050.0 TYPE= 1 TARGET= 3200.000 ADDED FROM RIVERCHASE MODEL/CAR~CLLTON LANDFILL ENCR. AODED ---NDM 950.97 ]4.~1 ~45.07 0.00 3.00 445.29 0.22 0.~ 0.05 4~5.00 55~00, ~744, 2~515, 23541, 7979, 5340, 6~55, 3119, 489, ~2,50 0,54 1,10 4,~0 3,65 0,079 0,045 0,040 0,0O.3 410,60 11850,00 C.000435 1320, 1~20, 1~2~, 2 0 0 O,00 090~,1~ 19000,C0 14 Ju~ 86 9:11:50 PAGE 20 THIS RUN EXECUTED 14 JUN 86 9:12:10 HEC2 RELEASE DATED NOV 7~ UPDA~EG HA~C 1~8~ MODIFICATION - 50,51,52,53,54,55 ~OT5- ASTEriSK (,) AT LEFT OF C~C55-SECT~3N NUH~ER ~ZCATE5 ~E55AGE ~N 5dHHA~Y O~ E~O~5 L~ST ELH FOR~ T~NZTY 5UHHA~Y FRONTOUT TABLE 1~0 SECNO XLCH ELT~D ELLC =LMZN ~ CWS~L CR~4S EG 13K*S VC4 AREA .Jl, ~64,300 0.00 C.CO C.00 410.00 ~280,03 ~]8,35 O,OO ~38,41 1,]~ 2,1~ 23951.41 37~52.~5 ~6~,300 0,Og O,O0 0,0~ 410,00 55~00,00 4~9,6~ 0.00 439.72 1,3~ 2,27 29070,74 ~75~2,~ 87~,000 1370,00 O,00 0,00 412,00 44~00,O0 436,55 0,00 4]8,62 1,77 2,24 20822,90 676,000 1370,00 0,OO 0,00 41Z,O0 55800,00 439,85 0,00 ~39,9] 1,82 ~,3~ 26211,09 ~80,000 200,00 C,O0 0,00 412.O0 44~00,03 430.55 O.OO ~3~,6~ 3,~ 3,52 17265,e8 695,900 1590,00 c,00 0,00 ~10,00 29400,00 438,89 0,00 459,5~ 12,20 6.59 4716,61 ~95,900 1570,00 0.G0 0,03 410,00 ]1100,00 440.15 0,00 ~40,7~ 10,20 6,~2 5557,01 9739,~E ~05,~00 9~0,g0 c,oo 0,~0 410,00 ]]600.00 440.01 0,00 &40,87 1~,02 8.17 5444.5] 9025o~7 Q05,~0~ 940,00 0.00 0,00 410,00 3~600.00 441,09 0,00 ~2,01 1~.~0 8,56 6107,25 5~ 09:12:15 ~512J136-~1 113 P~GE 19 90~.300 270.00 C.O0 0.0'3 ~10.00 3]800.03 ~40.el 0.09 4~1.27 14.09 0.~9 521~.52 9003.54 90~.000 270.C0 C.O0 0.03 ~10.00 33000.00 441.57 0.03 4~2.41 1~.54 6.90 56Z~.19 101Z4.14 909=000 130,00 439,90 450,00 410,00 33800,00 440,69 0=00 441,66 27,51 M,Z~ 4084,4Z 6~½4,57 90~,000 100,00 459,90 450,00 410,00 38600,00 441,6] 0,00 442,87 32,05 8,92 4325.52 6818,23 909,]00 50,00 439,90 450,00 410,00 53800.00 440,70 0,00 441.75 2?,22 8,23 4106.43 9~9,300 ~0,00 43~,90 450.00 ~10,00 3~600,00 4,~1,75 0,00 ~,42,97 51,64 8,8? 4353,59 6~62,70 ~0~,500 30,00 G.O0 0.00 410,00 33800.00 440,90 0,00 441,86 17,65 7,62 4459.31 8044,15 ~09,600 ]0,00 0,00 0,00 410,00 38600,00 442,08 0,00 44~,10 19,00 8,10 4799,95 8~55,86 910.000 40,00 C,O0 0,00 410,00 53B00,00 441.0~ 0.00 441,93 17,59 7.58 4485,84 810~,53 ~10,000 40,00 G,O0 O,O0 ~10.00 3]600,00 442,17 0,00 443,13 1B,61 8,05 4651,84 8~4~,~4 910,500 30,00 4~9,50 447,00 410,00 33800,00 441,07 0,00 441,99 14,39 ?,71 43~4,46 8909,95 910.300 30,00 449.50 447.00 410,00 53~00,00 442,19 0,00 443,26 lo,63 8a31 46~6,89 9941,52 JUN 86 9:11:58 P~GE 21 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 1QK,S VCH ARE~ ,01K 910,500 20,00 449,50 447,00 410,00 33800,00 441,10 0,00 442,02 14,33 7.70 4391,81 8930,24 910,500 20,00 449,50 447,00 410,00 58600,00 442,23 0,00 445,30 15,95 8,29 4655,10 9~4,64 911,500 100,G0 0,00 0,00 410,00 35800,00 441,62 0,00 442,19 11,20 6,06 5730,20 10101,75 911,500 100,09 G,00 0,00 410,00 38600,00 442,8~ 0,00 4~3,47 11,25 6.39 ~299,42 11505,~9 92~,97~ 950,00 0,00 0,03 410.00 33800,00 442,63 0.0~ 4~?,5~ ~,26 4.27 12~07.2~ 16375.9~ 920,973 950,C0 0,00 0,~0 ~10,~0 3~600,CD ~43,01 0,00 4~,11 3,9~ 4.2'~ |4652,62 930,000 903,00 0,00 0.00 409,60 44400,00 443,02 0,00 4~],26 5,34 4.04 15697,61 19211,06 930,000 905,00 C,O0 0,00 409,60 55800,00 444,2~ O,OO 444,48 4,71 4.8~ 19735,09 25704,39 937.~C0 7~0,C0 C,O~ 0.00 414,50 4~400,C0 443,~0 0.00 4~3,5~ 2.99 3,3~ 2~826.E1 25955,33 927,~0~ 7~0.~3 C,'20 O.~U ~!~.50 55~.!~,~ ~.L5 !],CO 4-,.F~ ~.C4 5.5~ 2~Z~.~D il~7~.~j 950,970 1320.00 0,e0 c,09 41~,~0 4~00,60 4~3-~ o,CQ 4~,4,07 ~,17 4,10 166~3.1~ 950.970 1520,0~ c,00 0,c0 ~1~,60 55800.00 445,07 0,00 4~5,29 4,35 4,40 19774.3~ JUN 86 9:11:5~ PaGE 22 ~3~ TRIhIIY RIVER Sd~A~Y PRINTOU~ TIBLE 150 SECNO Q C~SEI DIFWSP DIFWSX DI~KWS IGPWIO XLCM ~ 09:12:15 ~512J1j6,W1 110 PAGE ~.300 44200.C0 ~38.35 C.CO C.O0 0.00 39~9.72 0.00 5~,.300 55800.00 439.65 1.30 0.00 0.00 ]956.9~ O.O0 87~.000 44400.00 438.55 0.00 0.20 0.00 ]99~.1Z 1370.00 ~78.000 55800.00 439.85 1.~1 0.20 0.00 4165.71 1370.00 880.000 44400.00 4~8.56 0.00 0.02 O.GO 4145.0~ 200.00 ~83.000 55a00.00 439.88 1.32 G.O] 0.00 ~301.05 Z00.00 ~95.90~ 29400.00 438.89 0.00 0.3] 0.00 647.7Z 1590.00 895.900 31100.00 440.1~ 1.26 0.27 0.00 670.02 15~0.G0 q05.300 33800.C0 44C.01 0.00 1.12 0.00 ~15.00 940.~0 905.300 3~600.00 441.09 1.08 0.94 0.00 615.00 940.00 908.000 33800.00 440.ol 0.00 0.60 0.00 ~85.32 270.00 905.000 ]8600.00 441.67 1.06 0.59 O.OO 3~5.88 ~70.00 909.000 ]3800.C0 440.60 0.00 -0.01 0.00 23].06 100.00 909.000 ]8600.00 441.~3 1.03 -0.04 0.00 Z46.9] 100.00 909.300 33800.00 440.70 0.00 0.10 O.O0 2]4.37 30.00 909.500 3~600.00 441.75 1.05 0.12 O.O0 24~.50 50.00 909.600 33800.00 440.96 0.00 0.26 0.00 295.86 ]0.00 909.600 ]8600.00 442.08 1.15 0.54 0.00 ]16.83 ]0.00 910.000 33800.00 441.04 0.00 0.08 0.00 296.79 40.00 910.000 38600.00 442.17 1.13 0.09 O.OO 316.9~ 40.00 910.300 35800.00 4~1.07 0.00 0.05 0.00 2~1.17 30.00 ~1~.300 38600.00 ~2.19 1.12 O.OZ 0.~0 237.12 30.00 910.500 35800.00 441.10 0.00 0.03 0.00 231.3~ 20.00 910.500 38600.~0 442.23 1.12 0.04 0.00 237.30 20.00 911.50'3 33800.00 441.62 0.00 0.51 0.C0 4~4.17 100.C.3 920.970 33800.00 442.~3 O.C0 1.01 O.00 1556.71 920.910 38600.00 4~3.91 1.25 1.00 0.CO 1587.Z~ 950.00 930.000 44400.00 443.O2 0.00 0.40 0.00 3Z~0.00 903.00 930.000 55800.00 4~4.21 1.25 0.37 0.00 32~0.03 903.00 ~J?.J0O 44~0G.c~0 ~,3.45 0.00 0.4~ 0.00 ~100.CO 7~O.00 g57.800 55800.C3 4~4.6~ 1.1'~ 0.39 0.00 3100.00 780.00 JUN 85 9:11:58 PAGE SECN0 ~ CWSEL DI;WSP 9I=WSX 3IFKWS TOPWIO XLCH }5g,970 4~400.00 4~3.67 G.00 0.40 O.0g ~751.09 1320.00 953.970 ~Sa00oO3 445,07 1.21 0.41 0.00 o~O4.16 1320.00 ( JUN 65 9:11:52 P~GE 24 SUMMARY OF ERRORS AND SPECIAL NOTES 1 14 JUN 66 9:12:12 P~GE 1 · · THIS RUN EXECUTED 14 JUN 86 9:12:12 HECZ RELEASE DATED NOV 76 UPDATED MARC 1962 ERROR CORR - C1,02,03,04,G5 MOD. IF;CATION - 50#51,52,5~,54,55 ~ E~ ~, UNEXPECTED END OF FILE A~0RT IN SUSROUTINE H2MAIN ,, I A t 14 JU~ ~b 09:19:26 8512J136*W1 110 PAGE 1 1"'*'*********************************~********"****** ' * U.S. ARMY CORPS OF ENGINEERS , ,:~R SURFACE PROFILES * REVBED EXBTNG-R~GHT * THE HYDROLCGIC ENGINEERING CENTER · vE.~SION OF NOVEMBER 1976 * - ~09 SECOND STREET, SUITE 0 f . UPD;TED M~RCH 1982 PLOTFILE VERSION * ' * DAVIS, CALIFORNIA 95616 · * (910) 440-2105 (FTS) 448-2105 · ~Cr~ D~TE 14 JUN 86 TIME 9:18:53 m ************************************** ( X X XXXXXXX XXXXX XXXXX · X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX · X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX ~ 1 P~GE 1 14 JUN 56 9:18:53 THIS RUN EXECUTEO l& JUN 86 9=18:5~ HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - 01,02,03,04,05 MODIFICATION - 50,51,52,53,54-55 C _ T1 ELM FORK MODEL FROM A H. HALFF ASSOCIATES,INC-(COPY FROM FT. WORTH COE) T2 UPD&TEO BY OLJ AND WLW 3/8~ FOR BELTLINE ROAD "ELMFIX2R" RIGHT SPLIT T3 ELM FORK TRINITY RIVER WITH IFCD LEVEE/FILL PROJECTS EX 0100:4~400 CFS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL ~ -1. a. O. O. 0.000000 0.00 0.0 O. 438.350 0.000 J2 NPROF IPLOT P~FVS XSECV XSECH FN 1.C00 ~.000 -1.000 0.000 0.000 0.O00 0.OGO 0.00O 0.COO C.O00 ~ J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150.000 0.000 0.000 0.000 0.000 0.000 O.000 0.000 O.000 0.000 ~e~ 14 JUN 35 09:19:26 8512J136*W1 110 PAGE Z .~ 7,000 16500,000 30200,000 37400,090 37400,000 59500,000 55800,000 4~200.000 0,000 0,000 ~C 0,075 0,070 0,045 0,100 0,300 0,000 0,000 0,000 0,000 O.GO0 ~ 8,030 0,050 9983,000 0.035 10355,600 0,050 10730,000 0,100 10740,006 0,C50 C NH 109~0,000 0,100 11000,000 0,050 15474,000 0,035 138~0,000 0,000 0,000 O,CO0 MODEL DEVELOPED ~ASED ON CURRENT FIS MODEL OF ~186 - FILE -NDM · 'ELMBLTR" (NATURAL RUN) AND "ELMBLFWRm (FLOODWAY RUN) -NDM ~ AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR"- NOM ELMFISXR WAS DIVIDED FOR FLOW SPLIT INTO LEFT,RIGHT &CHANNEL NDM ~ FROM HALFF65, REVISED TO REFLECT IFCOIII O'FLOW 5WALE -HALFF xl ~4.300 5],000 10740,000 10930,000 2300.000 2200,000 2430,000 0,000 0.000 0,000 GR 445,000 9900,000 456,000 9925,000 435,800 99~3,000 423,450 10020,000 423,450 10320,000 { GR ~35.000 10555.000 455.000 10356.000 455.000 10557.000 4~5.000 10500.000 456.000 10550.000 GR 43~,800 10700,000 45~,000 10740,000 4]4,000 10760,000 432,200 10790,000 423,200 108~0.000 GR 411,000 10340,000 410,000 10900,000 421,000 10920,000 428,000 10970,000 456,000 10980,000 e GR ~36.500 11060.000 456,000 11300.000 4]6.700 11400.000 435,000 11700.000 454.000 12200.000 GR 454,000 13474,000 425,500 13508,000 ~24,100 15649,000 424,100 13661,000 425,500 13801,000 GR 450,400 15821,000 451,800 158~0,000 446,200 15890,000 0,000 0,000 0,000 O,CO0 ~ 2325.000 0.050 2625.000 0.100 NH 8.000 0.035 1385,000 0.050 2260.000 0.100 NH 2900.000 0.050 5000.000 0.080 4762.000 0.035 5199.000 0.000 0.000 O.O00 CT 7.000 16500.000 30200.000 37400.000 37400.000 59500.000 55800.000 44400.000 0.000 O.CO0 xl 878,000 37,000 2325,000 2625,000 1200,000 1400,000 13T0,000 0,000 0,000 0,000 GR ~45,000 1000,000 424,000 1062,000 424,000 1362,000 451,500 1585,000 431,500 15~5,C00 ~ GR 434,000 1565,000 454,000 1565,000 4]4,000 1565,000 456,000 1650,000 436,000 ZIZS,CO0 GR 458=000 2260.000 459.000 2325.000 430.000 2350.000 412.000 2590.000 412.000 2450.000 G~ 421,000 2470,000 4]0,000 2540,000 432,000 2555,000 454,000 2575,000 4]6,000 2590,000 437,400 3000,000 436,500 3500,C00 ~ GR 438.000 2610.000 439.000 2625.000 458.C00 2900.000 1 PAGE 14 JUN 86 9:18:55 GR 4]6,000 3050,000 436,000 4000,000 435,600 4200,000 436,000 4500,000 436,000 &762,C00 GR 425,700 4803,000 424,300 4944,000 424,300 4956,000 425,700 5109,000 433,800 5145,C00 GR 455,000 5168,000 446,600 ~199,000 0,000 0,000 0,000 0,000 0,000 O,CO0 ~1~ NH 8.000 0.050 1320.000 0.050 2260.000 0.100 2325.000 0.050 2625.000 0.100 NH 2900,000 0,050 3000,000 0,080 4762,000 0.035 5199,000 0,000 0,000 0,000 FROM HALFF65, FB-C SWALE ENDS ~ N END OF FB-C LEVEE- REVISED TO ~ REFLECT IFCOIII O'FLQW SWALE & LEVEE. NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWER5 IN FLOODWAY Xl 8~0,000 32,000 2325,000 2625,000 ZO0,O00 200,000 200,000 0,000 0.000 O,QO0 I G~ 438.000 880.000 4~8.000 1080.000 426.500 1200.000 456.000 1320,000 4]6.000 2125.000 GR 438.000 2260,000 439.000 2525.000 450.C00 2550.000 412.000 2]90.000 412,000 2450.000 GR 421,000 2470,003 430,000 2540,000 452,000 2555,000 4~4,000 25?5,000 436,000 2590,000 , GR 458,000 2~10,000 439,000 2625,000 458,C00 2900,000 437,400 3000,000 436,500 ~500,G00 GR 45~,000 3050,000 ~56,000 ~O00,OOO 4]5,600 4200,000 436,000 4500,000 4]6,000 4762,G00 GR 42~,700 4805,000 424,300 4944,000 424,300 4956,000 425,700 5109,000 433,800 5145,000 ~ GR 4]5,000 5168,000 446,600 5199,000 0,000 0,000 O,O00 0,000 0,000 O,CO0 QT 7,000 0,000 0,000 0,000 0,000 0,000 17900,000 10000,000 0,000 0.000 e NH 7,000 0,050 4670,000 0,100 ~740,000 0,050 4997,000 0,100 5042,000 O,O30 NH 57~2,000 0,050 6071,000 0,055 7513,000 0,000 0,000 0,000 0,000 0,000 (~ It 14 JUk ~6 09:1~:26 ~512J156,W1 110 PAGE SYN. X-SEC TAKEN FROM 1"=400, TOPO AND F6-C AND IFCDIi PLANS NOTE "N" VALUE TO REFLECT RACE TRACK ANO TOWERS IN FLOODWAY SHOWS O'BANK CLEARING bOTH SIDES, F~-C FILL U.S, OF hUTTON BRANCH ~ AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV 450. -NDM ~ FLOW SPLIT STARTS AT THIS CROSS SECTION NDM X1 ~95,900 62.000 4740.000 49~7.000 10o0.000 610.000 1530,000 0.000 0,000 0.~00 X3 0.000 0,000 0.000 5100.000 0.000 0.000 0.000 0.000 0.000 0.000 ~ X4 1,000 450,000 4429.900 0,000 0,000 0.000 0.000 0.000 0,000 0.000 GR 442.300 1000,000 442,300 1998.000 438.200 2023.000 438,000 2030.000 436,000 2100.C00 GR 434.000 2110.000 432.000 2130,000 432.000 2160.000 4~0.000 2170.000 428.000 2185.000 ( GR 427.000 2210.000 428.000 2233.000 430.000 2245.000 4~2.000 2260.000 434.000 2270.000 GR 434.000 2300.000 430.000 2316.000 430.000 2776.000 4~6.200 2820.000 450.000 2820.000 GR 4~8.000 4430.000 438.000 4670.000 436.000 47~0.000 434.000 4765.000 432.000 4780.000 ~ GR 430.000 4790.000 428.000 4800.000 410.000 4875.000 410.000 4905.000 428.000 4980.000 GR 4~0.000 4990.000 438.000 4997.000 ~39.000 5042.000 437.800 5235.000 4~8.000 5280.000 GR 436.000 5286.000 436.000 5292.000 436.000 5311.000 436.000 5317.000 438.000 5345.000 · GR 438.000 5354.000 438.000 5386.000 4~6.000 5400.000 438.000 5447.000 439.100 5509.G00 GR 438.000 5564.000 436.000 55~4.000 436.000 5603,000 4~5.~00 5696.000 435.500 5782.C00 GR 435.200 6071.000 425.900 6108.000 424.500 6250.000 424.500 6262.000 426.000 6402.000 ~' GR 428.000 6580.000 429.000 7285.000 4~0.000 7304,000 435.000 732~.000 436.000 7]52.000 GR 442.000 7373.000 442o100 7513.000 0.000 0.000 0.000 O.GO0 O.OOO 0.000 _ ~T 7.000 0.000 0.000 0.000 0.000 0.000 10400.000 ~600.000 0.000 0.000 NH 5.000 0.050 4895.000 0.100 4953.000 0.050 5110.000 0.100 5200.000 0.050 NH 7712.000 0.000 0.000 0.000 0.000 O.O00 0.000 0.000 0.000 O.CO0 ~ SYN X-SEC TAKEN FROM 1"=400, TOPO AND FB-C AND IFCDIII PLANS 1 PAGE 14 JUN 86 9:18:53 NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES- FB-C FILL U,S. OF HUTTON BRANCH AND IFCDIII G~APEVINE CREEK IMPROVEMENTS iNEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE T3 THE EFFECT OF -NOM ~ BELTLINE ROAD AND RR USING GR CARDS AT ELEV 445. AND450.O -NDM ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX, SWALE -NDM xl 905.300 61.000 4953.000 5110.000 600,000 10~5.000 940.000 0.000 0,000 O.CO0 tI x3 0.000 0.000 0.000 6500.000 0.000 7650.000 0.000 0.000 O.O00 O.CO0 GR 442.800 1000.000 442.800 2000.000 438.500 2026,000 436.000 2100.C00 434,000 2120.000 GR 432.000 2220.000 430.000 2233.000 428.000 2265.000 428.000 2278,000 428.000 2290.000 · SR 430.000 2303,000 432.000 2314.000 432.000 2345.000 434.000 2356.000 436.000 2352.600 GR 450.000 2440.000 430.000 2586.000 436.000 2610.000 450.000 2610,000 450.000 4380.000 GR 450.000 4770.900 440.000 4770.000 438.400 4810.000 4~8.400 4895.000 440.000 4914.G00 ~ GR 440.000 4953.000 430.000 4963.000 428.000 4971.000 410.000 50~0.000 410.000 5078.000 GR 414.000 5085.000 416.000 50~9.000 ~18.000 5093.000 4~0.000 5G96.000 422.000 5102.000 GR 424.000 5105.000 426.000 5110.000 428.000 5158.000 430.000 5200.000 432.000 5240,000 · GR 434,000 5265.000 436.000 5286.000 438,000 5290.000 438.000 5300.000 4~8.000 5]85.000 GR 445.000 5385.000 445.000 5855.000 445.000 61~3.000 445.000 6203.000 444.~00 6223.000 GR 444.300 6625,000 444.000 6626,000 436.000 6652.000 435.300 6785.000 435.200 7070.000 0 GR 434.000 7185.000 43~.000 7205.000 434.200 7380,000 435.500 7590.000 442.000 7620.000 GR 442,800 7712,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 14 JUT; BO 09:19:26 ~512J136*Wl 110 PAGE 4 ! ~ 0.050 4190.000 0.050 4250.000 0.050 ~M 5.000 0.050 1450,000 0.050 3830,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ~ 6635.000 0.000 0.000 ~. NH CARD REVISED TO INCLUDE STCHR (40]0 CHANGED TO ~190) ...... NOM 411186 INEFFECTIVE FLOW AREAS ON THE RIGHT SIDE DIS OF BELTLINE RO NDM WERE SET FROM THE BRIDGE TO THE EX. S~ALE AT ELEV- 449. NDM ~:! FROM HALFF65- INSERTED X3 IN ROB 0.000 0.000 O.CO0 xl 90~.000 40.000 ]830.000 ~190,0~0 2~0,000 ~00,000 270,000 ~ 0.000 0,000 0,000 5000.000 0.000 ~635,000 O,OOO O,GO0 0.000 0.000 ~! X4 1.000 449=500 ]800.000 0.000 O.O00 0=000 O,O00 0,000 0,000 O.GOO GR 4~5.000 1000.000 437,000 1020.000 437,000 1180.000 43].000 1181.000 432.000 1220,000 GR 430.000 1250,000 42~,000 1270.000 428.000 1290,000 4~0.000 1305.000 4]2,000 1325,C00 GR 434.000 1380.000 437.030 1]~1,000 4]7.000 1450,000 437,000 1500,000 4~9,500 1500,000 GR ~0.000 3805,000 440,000 3830.000 430,000 3840.000 ~10.000 3900.000 410,000 39Z8.000 GR 416,000 ]980,000 430,G00 4030,000 434.000 4050-000 4~6,000 4100,000 438,000 4170.000 ~ GR 440.000 4190,000 449.000 4190.000 449,500 4250.000 450,000 5655.000 4]7.000 5655.000 GR 417,000 6100,000 435,500 6101.0~0 ~]6,000 6165,000 432,000 6200,000 4]Z,000 o210,000 GR 416,000 0220,000 4]6,000 6340,000 4]7,000 6~41,000 437,000 6880.000 450.000 6881.000 ~ 0.300 0.500 0.000 0.000 0.000 0.000 O.~O0 NC O.OBO 0.080 0.050 FROM H~LFF65- INSERTEO X] IN ROB NDM 0.000 PIER pOINTS ADDED FOR EXISTING BELTLINE RD 0.000 0.000 Xl 909.000 6].000 3790.000 4050.000 100.000 100.000 100.000 XS O.O00 0.000 O,O00 5000,000 O,OOO 6881,000 0.000 O,OOO O.O00 O,O00 t BT -44.000 1195.000 440,000 440.000 1195.000 440,000 438,000 1212.000 440.000 439,000 ~T 0,000 1332,000 440.000 453,700 1232,700 440,000 433,600 1232,700 440,000 438,000 8T G,O00 1270.000 440,000 458.000 1270.000 440.000 430,000 1270,700 440,000 430,000 .~ eT 0.000 1270,700 4~0,000 4]8,000 1307,300 440,000 458,000 1507,300 440,000 4]4,800 5T 0.000 1308,000 440,000 434.800 1308.000 440.000 458.000 1345,000 440,000 418.000 BT 0.000 1345,000 4~0,000 440,000 1515,000 440,100 440,100 1520,000 449,500 449,500 ~ ET C.O00 3780,000 449.500 449,500 3790,000 446,600 446,600 3790.000 446.600 442,600 BT OaO00 5819,000 4~6,600 442.600 3819,000 446.600 438,400 3821,000 446.600 437.600 BT 0,000 58Z1,000 446.600 442.600 3889.000 446.600 4~2,600 3889.000 446,600 413.700 PAGE 14 JUN 86 9:18:5] ~ ~ 415.000 3891.000 446,600 442,600 ]979,000 446,600 44Z.600 BT 0,000 3891.000 446,600 3981,000 446,600 442,600 BT 6.000 ]979.000 4~0.600 421,600 3981,000 446,600 422.400 ~ BT 0,000 4050,000 446,600 442.600 4050.000 446,600 446.600 ~0~0.000 446.500 446.500 BT 6,000 4085,000 449,500 449.500 5670,000 450,000 450,000 5675,000 4]9,900 4]9.900 BT 0,000 5850,000 440,000 440.000 6200,000 440,200 440,200 6200,000 440.200 438,000 ~ 8T 0.000 6240.000 440,200 438,000 ~240,000 440,200 440.200 0,000 0,000 0.000 GR 449,500 1000,000 450.000 1070.000 440.000 1070,000 440,000 1195.000 4]8.000 1195,600 GR 456.000 1215,000 434,000 1230,000 4]],700 1232,000 4~].600 1232.700 432.000 1245.000 ~ GR 430.000 1255.000 450.000 1270.009 4]0.000 1270.700 430.000 1285.000 452.000 1290.C00 GR 434.000 1300.000 43~.800 1307.300 434.800 1308.000 456.000 1320.000 438.000 1345.C00 GR 440.000 1345.000 440.100 1515,000 449.500 15ZO.OOO 449.500 37~0.000 446.600 3790.000 ~ GR 442.600 3790.000 440.000 ~815.000 438.400 3819.000 4]7.600 ]BZl.000 430.000 ]840,000 GR 413.700 3889.000 413.000 3891.000 410.000 ]900.000 410.000 5950,000 421.600 3979.C00 GR 422.400 3981,000 430.000 4000.000 434.000 4020.000 440,000 4040,000 442,600 4050.000 ~ G~ 446.600 4050,000 446,600 ~050,000 446,600 4050,000 446,600 4050.000 446,500 4080,000 GR 449.530 4085,000 450,000 5670,000 439,900 5675.000 440,000 5550,000 440.200 6200,000 i. !~ J~ ~D 09:13:26 8512J136*wl 110 G~ 438.000 6~00.000 433=000 6210.000 4]3.000 6230.000 43~.000 6240.000 440.200 6240.000 G~ ~40.400 6690.000 450.0OO 6695.000 450=000 ~405=000 441.800 8410.000 442.000 89]0.000 G~ ~42.400 9340.000 450.000 0345.000 450.000 11030.000 0.000 0.000 0.000 o.eoo FROM HALFF65. INSERTE~ X3 IN ROB 11 909.300 0.000 0,000 O.OgO ]0.000 ]0.000 ]0.000 0.000 0.000 0.000 ~ X2 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 O.CO0 x5 0.000 0.000 0.000 5000.000 0.000 68~1.000 0.000 0.000 0.000 O.GO0 FROM HALFF65. INSERTED X3 IN ROB Xl 909.600 40,000 3740.000 40~5.000 30.000 30.000 ]0.000 0.000 0.000 O.CO0 X3 0.000 0.000 0.000 5000.000 0.000 6635.000 0.000 0.000 0.000 0.000 X~ 2.000 440.000 1165.000 4]~.500 116~.000 0.000 0.000 0.000 0.000 0.000 OR 449.500 1000.000 449.500 1075.000 440.000 1076.000 4]4.000 1200.000 4]0.000 1250.C00 GR 430,000 1300.000 434.000 1]~0.000 440.000 1375.000 440.000 14~0.000 449.500 1476.C00 ~ GR ~49.500 3725.000 442.000 3730.000 442.000 ~740.000 4~0.000 5760.000 438.000 ]800.000 GR 430.000 3840.000 410.000 3900.000 410.000 3950=000 4]0.000 4000.000 434.000 4010.000 GR 4]8.000 4035.000 438.000 4045.000 449.500 ~050.000 450.000 5610.000 440.000 5615.000 ~ GR 440.000 6170.000 434.000 6180.000 4]4.000 6190.000 433.000 ~200.000 433.000 62S0.000 GR 433.S00 62?0.000 440.000 6271.000 440.000 66]0,000 4SO. O00 66]5.000 450.000 8350.000 GR 437,500 8355.000 438.000 9030.000 439.000 9280.000 450.000 92~5.000 450.000 10265.~00 FROM HALFr65. INSERTED X3 IN ROB Xl 910.00C 40.,]00 37~0.000 4035.000 40.C00 40.~0u ,0.0.0 O.g,jO 0.000 0.000 X] 0.000 0.000 0, C:0~ 5000.000 0.000 ~635.000 O.O00 0.000 0.000 0.000 X4 3.000 ~4].~!0,] 1125.000 434.500 1126.C00 440.000 1415.000 0.000 0.000 0.000 GR 44~.500 1000,000 449.500 1075.000 435.800 1076.000 434.0C0 1200.G00 430.000 1250.000 ~ GR 430,000 1300.000 4~.000 1370.000 436.000 1~00.000 440.000 1~70.000 449.500 1476.000 ~R ~.500 3725.~00 ~42.000 3730.00~ 442.000 3740.000 ~0.~0~ 376;.~0'~ ~3~.~'~ 3~00.C00 GR ~30.000 3840.000 410.~00 3900.000 410.COD 39~0.000 430.000 -C_O,C~O 434.000 4010.000 ~ GR 45~.000 40~5.000 43~.000 ~Cr~5-090 449.500 ~050.000 450.000 5610.000 440.000 5615.000 GR ~40.000 61~0.000 434.000 01~0.00D 434.000 6190.000 433.000 ~200.000 4]3.000 6250.~00 GR ~33.500 6310.000 440.000 6311.000 440.000 6630.000 450.000 6635.000 4~0.000 8350.~00 ~ GR 437.500 8355.000 438.000 9000.000 439.000 92~0.000 450.000 g~85.000 450.000 10265.C00 1 P~GE 14 JUN 86 9:18:5~ · FROM HALFF65. INSERIE~ X3 IN ROB Xl 910.300 58.000 8580.000 ~840,000 30.000 30,000 ]0.000 0.000 0.000 0.000 x3 0.000 0.000 0.000 9000.000 0.000 11480.000 0.000 0.000 0.000 O.CO0 · ~T 8.000 5900.000 449.500 446.500 6300,000 449.500 446,500 8580.000 4~9.500 446.500 BT 8840.000 449.500 446.500 10460.000 450.000 ~47.000 114S0.000 450.000 447.000 13190.000 8T 450.000 447.000 14100.000 450.000 447.000 0.000 0.000 0.000 0.000 0.000 ! GR ~49.500 5900.000 446,500 5900.000 438.000 59]0.000 436.000 5940.000 436.000 5970.~00 GR 434.000 5980.000 432.000 6020.000 4~0.000 6090.000 4]0.000 6150.000 4]2.000 6200.00e GR 4~4.000 6220.000 436.000 6250.000 4]8.000 62?0.000 440.000 6~80,000 446.500 6~00.000 · GR 449.500 6300.000 449.500 8580.000 446.~00 8580.000 430.000 8590.000 410.000 8650.000 GR 410.000 8~00.000 430.000 8760.000 4~4.000 8770,000 438.000 8800.000 446.500 8840.000 GR 449.500 8840.000 450.000 10460.000 44?.000 10460.000 440.000 10470=000 440,000 ~0840.000 · GR 440,000 10840.000 436.000 10841.000 436.700 10950.000 4]5.000 11020.000 432.000 11030.000 GR 434.000 11080.000 436.000 11100.000 440.000 11101.000 440.000 11101.000 440.000 11445.000 e~ 1~ jJN 85 09:19:26 ~512J136*W1 110 PAGE 5 3~ 447.000 11480.000 450.000 114~0,000 450.000 13190.000 447.000 13190.000 440.000 15220.000 z~ 438.030 13310.000 438.000 13460.030 4½0.000 13465.000 442.000 13490.000 44Z.000 13610.600 G~ 440.000 13670.000 439.500 13700.000 440.000 13730.000 440.000 13970.C0e 439.200 14020.c00 ?! b~ 44c.000 14070.000 447.000 14100.000 450.000 14100.000 0.000 0.000 0.000 0.000 FROM MALFF65. INSERTED X3 IN ROB 0.000 !: xl ~10.500 0.000 0.000 0.000 20.000 20.000 20.000 0.000 0.000 x~ C.000 0.000 0.000 0.090 0.000 0.000 1.000 0.000 0.000 0.000 ~5 0.000 0.000 0.000 9000.000 0.000 11480.000 0.000 0.000 0.000 0.000 ~ ~C 0.150 0.120 0.050 0.100 0.]00 0.000 0.000 0.000 0.000 0.000 FROM HALFF65. INSERTED X~ IN ROB 0,000 ~ Xl 911.500 48.000 3830.000 4190.000 100.000 100.000 100.000 0.000 0.000 X3 C.O00 0.000 0.000 5000.000 0.000 6895.000 0.000 0.000 0.000 0.000 GR 4~5.000 1000.000 4~8.000 10~0.000 418.000 1100.000 4]6.000 1130.000 4]4.000 1150.~00 ~ GR 432.000 1220.000 4]0.000 1250.0~0 428.000 1270.000 428.000 12~0.000 430.000 1]05.000 GR 432.000 1]25.000 4]4.000 1165.000 4~6.000 1450.000 4]6.600 1690.000 449.500 1695.000 GR 449.500 3755.000' 440.000 3756.000 440.000 ]~]0.000 4]0.000 5840.000 410.000 3900.000 ~ GR 410.000 3928,000 416.000 3980.000 4~0.000 4030.000 434.000 4050.000 436.000 4100.000 GR 4]8.000 4170.000 440.000 4190.000 440.200 4210.000 440.300 4220.000 449.600 4220.~00 GR 449.900 5600.000 440.000 5601.000 440.000 6000.000 435.000 ~001.000 4~6.000 6165.000 ~*" GR 432.000 6200.000 432.000 6210.000 416.000 6220.000 436.000 6400.000 440.000 6401.000 GR 4~C,000 0819.000 450.000 68Z0.000 450.000 8295.000 438.000 8300.000 438.000 8475.000 GR 4½0.000 9500.000 450.000 9505.000 450.000 10800.000 0.000 0.000 0.000 O.CO0 ' NM 6.00~ 0.100 3740.000 0.0?5 4950.000 0.100 4970.000 0.050 5265.000 0.120 NH 6520.000 0.065 7385.000 0.000 O.OOO 0.000 0.000 0.000 0.000 0.000 ~ FROM HALFF65.* SPLIT FLOW END U/S FROM 920.97/C~ROLLTON LANDFILL EFFECTIVE ARE ENCR ADDED/LEFT O~ N LOWERED TO 0.100, ---NDM .0?5 IN PARK, .965 IN GOLF COURSE/CARROLLTON PARK TOPO ADDED ---NDM 4~ X1 920.970 4~.000 49~0.000 5265.0D0 980.000 550.000 950.000 0.000 0,000 0.000 X3 0.000 0.000 O.O00 5500.000 O.OOO 7080.000 0.000 0.000 0.000 0.000 GR 450.000 1000.000 437.000 1005.000 440.000 1400.000 432.000 1900.000 434.000 2260.000 ~ GR 4~6.000 2270.000 438.000 2495.000 438.200 2750.000 438.000 3005.000 437.800 ]200.000 GR 438.000 3400.000 440.000 3670.000 440.000 3765.000 438.000 37~2.000 436.000 3780.000 GR 414.000 3830.000 4]2.000 3870.000 4]2.000 3915.000 434.000 3985.000 436.000 4125.G00 ~ GR ~37.300 4309.000 437.300 4310.000 441.000 4675.000 437.300 4950.G00 434.000 4970,000 G~ 432.000 4995.000 430,000 5050.000 428.000 5070,000 426.000 50~0.000 420.000 5095.000 GR ~10.000 5100.000 410.000 51~0.000 420.000 5185.000 424.000 5195.000 426.000 5Z30.C00 {{d I PAGE 14 JUN 86 ~:18:5] . {{) 450.000 ~330.000 450.000 5775.000 GR 430.000 5250.000 438.000 5265.000 438.800 5325.000 GR 438.100 5780,000 438.000 6155.000 437.000 6500,000 438.000 ~805.000 438.000 ?025.~00 GR 436.000 7079.000 444.500 7080.000 444.500 7385.000 0.000 O.OOO 0.000 0.000 OT 7.000 0.000 0.000 0.000 0,000 0,000 55800.000 44400.000 0.000 0.~00 ~ NM 5=000 0=050 13680.000 0.050 14502.000 0.045 14783.000 0.040 15730.000 0.085 ~H 20000.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 O.CO0 ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR + PARK ---NDM & Xl 930.000 50.000 14502.000 14763.000 800.000 690.000 903.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 12450.000 0,000 15730.000 444.600 0.000 0.000 0,000 ~k. 14 J~h 8o 09:19:26 8512J116*W1 110 PAGE 7 3~ 450.000 6050.000 4~2.C00 6060.000 440.800 6335.000 440.700 5860.000 4~0.000 7170.000 !,,~ 4~C.000 7720.000 43~.C00 8]~0.000 454.000 36Z5.000 4~0.000 9410.000 446.700 10580.000 02 436.000 1C~85.000 43~.000 11575.000 4~0.100 11810.000 4~7.500 12000.000 440.000 12130.000 ~:~' ;~ ~40.000 1~450.000 440.O00 13000.000 440.200 11680.000 4~0.000 14197.000 4]9.000 14392.C00 I:R 4~8.000 14~62.000 435.C00 14492.000 434.400 14502.000 411.400 1457Z.000 4~1.000 14607.000 ~q 415.900 145~9.000 409.600 146~1.000 409.600 14695.000 415.900 14697.000 427.400 14720.000 ~;, i:R ~29.200 14739.000 430.400 14765.000 440.500 147~].000 440.000 14810.000 441.200 14860.000 c~ 44C.000 14~90.000 438.000 15054.O00 4~8.C00 15710.000 438.000 17185.000 437.500 17425.000 ~ ~37.500 17685.000 438.000 1~130.000 438.000 13900.000 4~0.000 19100.000 441.000 19160.G00 ~!: ,:~ ~42.000 19~20.000 4~3.000 19735.000 444.000 19850.000 4~5.000 19905.000 450.000 20000.000 hu 5.000 0.065 11835.000 0.060 1473~.000 0.04~ 15050.000 0.040 15700.000 0.085 ~ ~, 2000C.000 O.O00 0.000 0.000 0.000 O.O00 0.000 0.000 0.000 0.000 ~ODED FROH RIVERCHASE MODELICARRQLLTON LANDFILL ENCR + PARK ---NDM X1 937.800 54.000 14783.000 15050.000 800.030 780.000 750.000 0.000 0.000 0.000 ~ x3 0.000 0.000 O.OOO 12600.000 0.000 15700.000 444.800 0.000 O.OOO O.OOO GR 4~8.000 8000.000 4]8.000 8920.000 440.000 9230.000 440.000 9640.000 436.900 9870.000 GR 440.500 10500.000 4~6.500 10700.000 4]6.500 110~0.000 4]8.500 11440.000 445.100 11510.000 ~ GR 448.500 11860.000 462.200 11920.000 457.000 125]0.000 440.000 12600.000 4]7.000 11165.000 GR 4~7.500 13835.000 4]9.500 14315.000 440.000 14510.000 440.000 14585.000 4]9.000 14600.000 GR 438.000 14635,000 437.000 14725.000 435.000 14760.000 434.600 1~783.000 432.900 14833.000 GR ~16.500 14~66.000 414,500 14867.000 414.500 14939.000 416.500 14940.000 430.400 14959,G00 GR ~31.800 14970.000 441.900 14990.000 440.700 15046.000 4~0.700 15050.000 441.800 15099.000 GR 441.800 15100.000 440.000 15~44.000 429.400 15284.000. 429.400 15514.000 4]8.000 15550.000 ~ GR 438.000 15700.000 458.000 16700.000 438.800 17120,000 436.600 17300.000 438.000 17460.000 GR 438.000 17650.000 457.600 178]0.000 438.000 18040.000 4]9.500 18450.000 439.300 19100.000 GR 4~C.000 19400.000 442.000 19805.000 445.000 19915.000 450.000 ZO000.O00 0.000 0.000 ~ 0.040 15050.000 0.080 NH 5.000 0.060 11950.000 0.080 14000.000 0.045 14320.000 NH 19000.000 O.OOO 0,000 0.000 O.O00 0.000 O.OOO 0.000 0.000 0.000 ~ ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR + PARK ---NDM Xl 95~,970 57,000 14000,000 14~20,000 1320,000 1120,000 1120,000 0,000 0,000 O,CO0 x~ 0.000 0.000 O.OOO 11850.000 0.000 15050.000 445.000 0.000 0.000 0.000 GR ~52.800 6000.000 452.400 6100.000 444.300 6500.000 444.200 6400.000 442.400 6600.000 G~ ~41.500 6800.000 442.500 7100.000 417.600 7500.000 438.900 ~475.G00 419.800 9100.000 GR 440.200 9110.000 439.900 9210.000 435.100 9700.000 438.900 10100.000 440.500 10300=000 qe GR 4~C.200 10500.000 441.400 10600.000 445.000 11000.000 442.500 11080.000 440.940 11850.000 GR 440.800 11930.000 441.600 11950.000 440.000 11965.000 440.000 13250.000 446.500 13400.~00 GR 444.000 13600.000 446.900 13700.000 441.200 13800.000 442.800 15940.000 445.200 13970.000 · GR 443.000 14000.000 427.000 14115.000 412.700 14175.000 410.600 14190.000 428.000 14215.C00 GR 426.000 14260.000 430.000 14100.000 442.500 14120.000 440.900 14444.000 440.900 14594.C00 GR 4Z9.800 14614.000 429.800 14864.000 439.100 14900.000 439.750 15050.000 440.400 15200.000 I GR 439.400 15400.000 439.200 15800.000 418,600 15880.000 4]7.800 16000.000 438.500 17100.000 GR 439.300 17444.000 439.900 17700.000 4]9.400 17800.000 439.300 18540.000 441.800 18900.000 PAGE 1 14 JUN 86 9:18:53 ~ GR 443.800 18950.000 444.100 19000.000 0.000 0.000 0.000 0.000 0.000 O.O00 EJ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PAGE 1 · 14 JUN 86 9:18:53 II 1~ JUN 85 09:19:26 ~512J136,W1 110 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q ~LOB QCH ~ROB ALOB ACH AROE VOL TWA LEFT/RIGHT ~ TiME VLOB VCH VRO6 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLQBR ITRIAL IDC ICONT CORAR TCPWZD ENDST e *PROF 1 · CC.V= 0.100 CEHV= 0.300 l~vO ~. CARD USED ,SECNO 564,3a0 { RODEL DEVELOPEO BASED ON CURRENT FIS MODEL OF 3186 - FILE -NDM "ELMBLTR" (NATURAL RUN) AND "ELMBLFWR" (FLOODNAY RUN) -NDM AS ELMFISX ' THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM · THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR"- NDM ELMFISXR WAS DIVIDED FOR FLOW SPLIT INTO LEFT,RIGHT &CHANNEL NDM FROM HALFF65, REVISED TO REFLECT IFCOIII O'FLOW SWALE -HALFF · 864.30 28.35 438.35 O.OO 438.]5 438.41 0.06 O.OQ 0.00 436.00 44200- 15492, 8259, 20449, 6261, 385], 11838, O, O- 436,00 0,00 2,47 2,14 1,48 0,036 0,050 0,041 0,000 410,00 9918,47 P 0,0001~6 Z]O0- 2430, 2200, 0 0 0 0,00 3949,72 11868,19 o 1490 NH CARD USED ,SECNO 878.000 3265 DIVIDEO FLOW · O.O0 439.00 ~76.00 26.55 438.55 0.00 0.00 438.62 0.07 0.20 44400. 18565. 9103. 16732- 7687. 4058. 9078. 6~5- · 0.17 2.42 2.24 1.84 0.037 0.050 0.040 0.000 412.00 1019.08 0.0001?7 1200. 1370. 1400. I 0 0 0.00 ]99~.12 5177.46 O 1490 NH CARD USED ,SECNO 880.0C0 ~ 3265 DIVIDED FLOW 3Z80 CROSS SECTION 880.00 EXTENDED 0.57 FEET · FROM HALFF65. FB-C SWALE ENDS ~ N END OF FB-C LEVEE- REVISED TO REFLECT IFCDIII O'FLOW SWALE & LEVEE. · NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOOOWAY 880.00 26.56 438.56 0.00 0.00 438.68 0.12 0.05 0.01 439.00 44~00. 5915. 13520- 24945. 4042. 4068. 9155. ??2. 141. 439.00 ~' 0.19 1.47 3.3~ 2.72 O.OSO 0.050 0.040 0.000 412.00 880.00 0.009368 200. 200. 200 1 0 0 0.00 414~.69 5177.54 0 · 1 PAGE 14 ~UN 86 · OL05S BANK ELEV SECNO DEPTH CWSEL CRIW5 WSELK EG HV HL L ~= 14 JUN 86 09:19:26 8512J136*W1 110 PAGE 9 ~ ~LO8 ~CH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TI~E VLO~ VCH VROB XNL XNCH XNR WTN ELMIN SST~ ~LOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1~g0 NH CARD USED ,~ECN3 895.900 IvIDED FLOW ~70 ENCROACHMENT STATIONS= 5100.0 7513.0 TYPE= I TARGET= -5100.000 5YN, X-SEC TAKEN FROM l"=kO0° TOPO ANO FB-C ANO IFCOII PLANS NOTE *'N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY SHOW5 O'BANK CLEARING BOTH 5IOEBf Fa-C FILL U,5- OF HUTTON BRANCH ~ AND IFCOIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREA5 WERE BLOCKEO OUT DUE TO THE EFFECT -NDM OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV 450, -NDM ~ FLOW SPLIT STARTS AT THIS CROSS SECTION NOM 895,90 14.27 438,77 0.00 0,00 438,78 0,01 0,08 0,01100000,00 10000. O. O- 10000. O. O, 16121. 1073. 197. 100000.00 ir~ 0.54 0,00 0.00 0.62 0.050 0.050 0.0]6 O.OOO 424.50 5100.00 O. OOO010 1060. 1590, 610. 2 0 0 0.00 2226,76 7361.70 0 1490 NH CARD USED · SECNO 905.300 ~ 3470 ENCROACHMENT STATIONS= 6500.0 7650.0 TYPE= 1 TARGET= 1150.000 SYN X-SEC TAKEN FROM 1"=400' TOPO AND FB-C AND IFCDIII PLANS NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY ~ SHOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE 6LOCKED OUT DUE TO THE EFFECT OF -NDM ~ BELTLINE ROAD AND RR USING GR CAROS AT ELEV 445. AND450.O -NDM ON RIGHT SIDE THE FLOW WaS EXPANOEO OUT TO THE EX. SWALE -NDM 9C5,50 4,77 ~38,77 O.OO O,OO ~38,81 0.04 0.02 0.01100000.00 5600. O, O. 5600- O. O- 3672. 1308. Z]4. 100000.00 0.73 0.00 0.00 1.52 0.050 0.050 O.OSO 0.000 454.00 6643-68 0,000428 600, 9~0. 1035. Z 0 0 0.00 961.42 7605,11 · o 1490 NH CARD USED ,SECNO 908.000 · 3470 ENCROACHMENT 5TATION5= 5000,0 6635,0 TYPE= 1 TARGET= 16~5,000 NH CARD REVISED TO INCLUDE STCHR (4030 CHANGED TO 4190) ...... NDM ~11186 INEFFECTIVE FLOW AREAS ON THE RIGHT SIDE DIS OF BELTLINE RO NOM I PAGE 14 JUN 86 9:18:53 WERE SET FROM THE BRIDGE TO THE EX, SWALE AT ELEV. 449, NDM · FROM HALFF65, INSERTED X3 IN ROB 908,00 6,89 438,89 0,00 0.00 458,99 0,10 0,16 0,02100000,00 · ~ 14 j~N 86 09:19:26 8512J130,w1 110 PAGE 10 5c00. O. 0. 5600. 0. O. 2240. 1321- 239. 100000.00 0.75 0.00 0.00 2.50 0.050 0.050 0.050 0.000 432.00 5655.00 0.9Ci~63 250. 270. 200. 2 0 0 0.00 980.00 0635.00 · CCHV= 0.300 CEHV= 0.500 -SECNO 9C9.000 · 3~35 SLOPE TOO STEEP,EXCEEDS 0.10 · 3370 NORMAL 8RIDGE, NRO= 44 MIN ELTRD= 439. ~0 MAX ELLC= 450.00 ( 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3e93 PRO6ABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSU~ED g 3470 ENCROACHMENT STATIONS= 5000.0 6881.0 TYPE= 1 TARGET= 1881.000 FROM HALFF65. INSERTED X3 ZN R08 · ~ PIER POINTS ADDED FOR EXISTING BELTLINE RO NDM 909.00 7.92 440.92 440.92 0.00 441.50 0.58 0.65 0.24100000.00 5600. O. O. 5600. O. O. 915. 1~25. 241. 100000.00 ~ ~' 0.76 0.00 0.00 6.12 0.050 0.050 0.080 0.000 4~3.00 5674.49 0.122429 100. 100. 100. 20 1] 0 -88.00 1015.78 6690.27 · SECNO 909.300 3370 NORMAL ERIDGE,NRD= 44 MIN ELTRD= 439.90 MAX ELLC= 450.00 · 3470 ENCROACHMENT STATIONS= 5000.0 6881.0 TYPE= 1 TARGET= 1881.000 · ~ FROM MALFF65. INSERTED X3 IN ROB 909.30 9.14 4&2.14 0.00 0.00 442.24 0.10 0.60 0.14100000.00 5000. O. O. 5600. O. O. 2161. 13Z6. Z4Z. 100000.00 ~ "' 0.76 0.00 0.00 2.59 0.0~0 0.050 0.080 0.000 433.00 5673.89 0. CG7~26 30. 30. 30. 4 0 0 -88.00 1017.02 6690.91 0 ( _ ,SECNO 909.6C0 3470 ENCROACHMENT STATIONS= 5000.0 6635.0 TYPE= 1 TARGET= 1635.000 · ~ FROM HALFF65. INSERTED X3 IN ROB 909.60 9.30 442.30 0.00 0.00 442.35 0.06 0.09 0.01100000.00 5600. O. O. 5600. O. O. 2975. 1328. 24~. 100000-00 · i 0.77 0.00 0.00 1.88 0.080 0.050 0.050 0.000 433.00 5613.85 0.001681 30. 30. 30. 2 0 0 0.00 1017.29 66~1.15 0 ~ 1 PAGE 11 14 JUN ~6 9:18:55 · · SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV · Q CLOD QCH QRO~ ALOE ACH AROB V0L TWA LEFT/RIGHT ~ TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 09:19:26 8~12J136,W1 110 PAGE 11 ~ ,SECNi) 910,000 ~..:,73 ENCROACHMENT STATIONS= SOOO,O 6635,0 TYPE= I TARGET= 1635,000 FROM HALFF65, ZNSERTED X3 IN ROE .~t0.00 9.37 442.37 0.00 0.00 442.~0 0.04 0.05 0.00100000.00 ~.00. 0. O. ~600. O. O. 3557. 1331. 243. 100000.00 0.77 0.00 0.00 1.57 0.080 0.050 O.OBO 0.000 ~3~.00 561~.8Z ~.9G0859 40. 40. 40. 2 0 0 0.00 1017.37 66~1.18 ,SECN3 910.3C0 33~0 NORMAL BRIDGE,NRD= 8 MIN ELTRD= 449.~0 MAX ELLC= 447.00 3~70 ENCROACHHENT STATZONS= 9000,0 11~80.0 TYPE.= 1 TARGET= 2~80,000 FROH HALFF6S, INSERTED X3 IN ROB 910,~0 10,39 4~2.39 0.00 0,00 ~2,~3 0.04 0,03 0.00100000.00 S~O0, O. O, S600, O, O, 356~. 1333, Z46, 100000,00 0.78 0,00 0.00 1.57 0,080 O, OSO 0,080 0,000 ~32,00 10~66,57 0,000925 ~0. 30, 30. 1 0 0 0,00 990,~2 11~56,99 *SECNO 910.500 3370 NORMAL BRIDGE,NRO= 8 MIN ELTRD= 449.~0 MAX ELLC= 447.00 3470 ENCROACHMENT STATIONS= 9000.0 11480.0 TYPE'- 1 TARGET= 2480.000 FROM HALFF65. INSERTED X3 IN ROB 910.50 10.4) 442.41 0.00 0.00 442.45 0.04 0.0Z 0.00100000.00 5600. O. O. 5600. O. O. 3576. 1335. 245. 100000.00 0.78 0.00 0.00 1.57 0.080 0.050 0.080 0.000 ~32.0G 10466.56 0.000916 20. 20. 20. 0 0 0 0.00 990.50 11~57.0~ CCHV= 0.100 CEHV= 0.300 *SECNO 911.500 3~0 ENCROACHMENT STATIONS= 5000.0 6895.0 TYPE= 1 TARGET-' ~89S.000 PROM HALFF65. INSERTED X3 IN ROB 911.50 10.53 442.53 0.00 0.00 442.~5 0.02 0.10 0.00100000.00 5600. O. O. 5600. O. O. 4891. 1345. 2~7. 100000.00 0.81 0.00 0.00 1.14 0.150 O.OSO 0.120 0.000 432.00 5600.74 0.001006 100. 100. 100. 2 0 0 0.00 1218.51 6819.25 14 JUN 80 9:18:53 SEChO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q ~LOB QCH OR05 ALOE ACH AROB VOL TWA LEFTIRXGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOaL XLCH XLOBR ITRIAL IDC ICONT CORAR TOP~ID ENDST ~ 14 JLJN 86 09:19:26 B512J136,W1 110 PAGE 1~g0 r~H CARD USED .SECNO 920.970 3.7C ENCROACHMENT STATIONS= 5500.0 70~0.0 TYPE= 1 TARGET= 1580.000 ~:FROM HALFF65., SPLIT FLOW END UIS FROM 920.97/CARROLLTON LANDFILL EFFECTIVE ARE ENCR ADDED/LEFT OBN LOWERED TO 0.100, ---NDM .075 IN PARK, .065 IN GOLF COURSEICARROLLTON PARK TOPO ADDED ---NDM ~i~ ~2~.97 6.80 442.80 0.00 0.00 442.81 0.01 0.26 0.00100000.00 5~00. O. O. 5600. O, O, 6600. 1417, 263. 100000.00 0,99 O.OO 0,00 0.85 0.150 0.050 0,087 O.OOO 436.00 5778.03 ( 0,000Z79 980. 956. 550, 2 0 0 O.O0 1501.77 7079.80 0 1490 NH CARD USED · ,SECNO 930.000 3470 ENCROACHMENT STATIONS= 12450.0 15730,0 TYPE= 1 TARGET= 5280.000 J~ ADDED FROM RIVERCHASE MOOELICARROLLTQN LANDFILL ENCR + PARK ---NDM 950.00 55.42 445.02 0.00 O.O0 443.25 0.24 0.37 0.07 454.40 44400. 9667. Z436~. 10564. 6450. 4924. 4518. 1614. 303. 440.50 '~ 1.04 1.50 4.95 2.40 0.050 0.045 0.040 O.OOO 409.60 12450.00 0.000536 800. 903. 690. 2 0 0 0.00 3280.00 15750.00 0 w 1490 NH CAROUSEO · SECNO 937.840 ~ 3470 ENCROACHMENT STATIONS= 12600.0 1~700.0 TYPE= 1 TARGET= 3100.000 ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR + PARK ---NDM 957.~0 28.96 443.46 0.00 0.00 443.57 0.12 0.31 0.01 434.60 · 44400. 14567. 13604. 16230. 11551. 4025. 5252. 1944. ~61. 440.70 1.15 1.26 5.38 5.10 0.065 0.045 0.040 0.000 414.50 12600.00 0.000300 800. 780. 78C. 2 0 0 0.00 3100.00 15700.00 0 1490 NH CARD USED · 5ECNO 950.970 3265 DIVIDED FLOW · 3470 ENCROACHMENT STATIONS= 11850.0 15050.0 TYPE= 1 TARGET= 3200.000 ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR + PARK ---NDM 14 JUN 86 9:18:55 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS SANK ELEV Q QLOB QCH QRO~ ALOE ACH AROB VOL TWA LEFT/RIGHT ~ TIME VLOB VCH VROE XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLCH XLO~R ITRIAL IDC ICONT CORAR TOPWID ENDST · 950.97 33.26 445.86 0.00 0.00 444.06 0.20 0.46 0.05 443.00 ! i I I I I I I I I 14 JU~, 86 09:19:26 8512J136,W1 110 PAGE 44400. 5248. 20306. 18845. 5806. 4953. 5290. 2503. 449. 442.50 1.23 0.90 4.10 3.56 0.079 0.045 0.040 0.000 410.60 11850.00 9.000417 1320. 1320. 1320. 2 0 0 0.00 2750.75 15050.00 14 JUN 86 9:18:53 PAGE THIS RUN EXECUTED 14 JUN 36 9:19:03 HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR- 01,02,03,04,05 MOCIFZCATIQN - 50,51,52,53,54,55 T1 BELT LINE ROAD BRIDGE ANALYSIS JUNE 1986 DLJ T2 EXISTING BRIGES SPLIT FLOW-RIGHT T3 Q=55800 CFS NATHAN D. MAIER ENGINEERS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS q WSEL FQ O, 7, O. O. 0.000000 0.00 0.0 O. 439,650 O.OOO J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15,000 0.000 -1.000 0,000 0.000 0,000 0,000 0.000 0.000 G.000 14 JUN 86 9:18:5] PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH OR05 ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VRO~ XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLCH XLO~R ITRIAL IDC ICONT CORAR TOPWID ENOST · PROF 2 CCHV~ G.IOC CEHV= 0,300 1490 NH CARD USED · SECNO 864.3G0 MODEL DEVELOPED BASED ON CURRENT FI5 RODEL OF 3/86 - FILE -NDM "ELHBLTR" (NATURAL RUN) AND "ELHBLF~R" (FLOODffAI RUN) -NDM AS ELMFISX - THIS VERSION ~AS FURTHER UPDATED TO REFLECT -NOM THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR'. NOM ELMFISXR HAS DZVZDEO FOR FLON SPLIT INTO LEFT~RIGHT &CHANNEL NDH FROR HALFF65o REVlSED TO REFLECT IFCOZII O'FLO~ SMALE -HALFF 864.30 29.65 439.65 0.00 439.65 439.72 0.07 0.00 0.00 436.00 55800. 18629. 9450. 27721. 7331. 4165. 1~595. O. O. 436.00 1~ JU~ 86 09:19:26 8512J136,W1 110 PAGE ~.00 2.54 2.27 1.58 0.036 0.050 0.042 0.000 410.00 9914.86 ~.3Cg138 2300. 2430. 2200. 0 0 0 0.00 3956.94 13871.81 1~0 ~, CARD USED · SEC~O 878.000 ~7~.00 27.85 439.55 0.00 O. O0 4]9.9] O.08 0.21 0.00 439.00 55~00. 2J]13. 10579. 21908. 9]85. 4448. 12379. 847. 125. 439.00 · :~.17 2.48 2.38 1.77 0.0~8 0.050 0.04] 0.000 41Z.00 1015.2] ~.0C3182 1200. 1370. 1400. I 0 0 O.00 4165.71 5180.94 · 1~9~ NH CARD USED · SECNO 880.000 3280 CROSS SECTION 880.00 EXTENDED 1.88 FEET FROM HALFF65. FB-C SWALE ENDS ~ N END OF FB-C LEVEE. REVISED TO · REFLECT IFCDIII O'FLOW SWALE & LEVEE. NOTE "N~ VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY 8~0.00 27.88 439.88 0.00 0.00 4]9.99 0.11 0.05 0.01 4]9.00 55~00. 9648. 14997. 31155. 5934. 4460. 12485. 960. 145. 4]9.00 0.19 1.6] ].36 ~.50 0.050 0.050 0.04] 0.000 k12.00 880.00 0.000]6] ~00. 200. 200. 0 0 0 0.00 4101.05 5181.05 1490 NH CARD USED · SECNO 895.900 ~470 ENCROACHMENT STATIONS= 5100.0 7513.0 TYPE= I TARGET= -5100.000 SYN. X-SEC TAKEN FROM 1"=400° TOPO AND FB-C AND IFCDII PLANS · P:GE 16 14 JUN 86 9:18:53 NOTE "N" VALUE TO REFLECT R~CE TRACK ~ND TOWERS IN FLOODWAY SHOWS O'BA~K CLEARING BOT~ SIDES, FB-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CR~K IMPROVEMENTS IN EFFECTIVE FLOW A~E~S WER~ BLOCKED OUT OUE TO THE EFFECT -NDM OF BELTLiNE ROAD AND Rk USING GR CARDS .AR ELEV 450. -N&M FLOW SPLIT STARTS AT Tn[~ CROSS SECTION NDM · d9~.~6 15.5;S 4~0.08 0.00 0.00 4~0.09 0.31 0.09 0.01100000.e0 17003. 0. o. 17900. o. o. 19070. 1335. 202. 100000.00 0.42 0.00 0.00 0.94 0.050 0.050 0.036 0.000 424.50 5100.00 · 0.0cD022 1050. 1590. 610. 2 0 0 0.00 226~.27 0 1~9~ ,~H CARD USED · SEC~O 905.]00 3~70 ENCROACHMENT STATIONS= 6500.0 7650.0 TYPE= I TARGET: 1150.000 SYN X-S~C TAKEN FROM 1"=400' TOPO AND FB-C AND IFCDIII PLANS NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY · SHOWS O'BANK CLEARING 50TH SIDES, FB-C FILL U.S. OF MUTTON BRANCH AND IFCOIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM · BELTLINE ROAO AND RR USING GR CARDS AT ELEV 44~. AN0450.0 -NDM 0N RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX. SWALE -NDM ~! 1~ J!j~ 86 09:19:26 ~512J136,W1 110 PAGE 15 ~05.30 6.03 440.08 0.00 0.00 440.15 0.07 0.05 O.OZlO0000.O0 10~03. C. O. 10400. O. O. 4940. 1620. 240. 100000.00 0.56 0.00 0.00 2.11 0,050 0.050 0,050 0.000 43~.00 66]9.75 ~ O.CCJEoO 60C. 940. 1035. 2 0 0 0.00 971.41 7611.16 1~0 r~H CARD USED -SECr, 3 908,000 3~70 ENCROACHMENT STATIONS= 5000.0 5635.0 TYPE= I TARGET= 1635.000 ~ NH CARD REVISED TO INCLUDE STCHR (40]0 CHANGED TO 4190) ...... NDM 411186 INEFFECTIVE FLOw AREAS ON THE RIGHT SIDE DIS OF BELTLINE RD NDM WERE SET FROM THE BRIDGE TO THE Ex. S~ALE AT ELEV. 449. NDM ~ FROM HALFF65. INSERTED X3 IN ROB 90~.00 8.22 ~0.22 0.00 0.00 440.~5 0.13 0.18 0.02100000.00 10~00. O. O. 10~00. O. O. 3541. 16~9. 2~5. 100000.00 · 0.58 0.00 0.00 2.94 0.050 0.050 0.050 0.000 432.00 ~655.00 0.001681 250. 270. 200. 2 0 0 0.00 980.00 66~5.00 · CCHV= 0.500 CEHV= O.SO0 ,SECNO 909.000 35C1 HV CHANGED MORE THAN HVINS 1 PAGE _ 14 JUN 86 9:18:5~ ~! SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS SANK ELEV Q QLOE QCH QROB ALOE ACH AROB VOL TWA LEFT/RIGHT TIME VLO~ VCH VROE XNL XNCH XNR WTN ELMIN SSTA ~ SLOPE XLOBL XLCM XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -- 3370 NORMAL ERIDGE, NRD= 44 MIN ELTRD= 459.90 MAX ELLC= 450.00 .,w 3e85 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED · 3470 ENCROACHMENT STATIONS= 5000.0 6881.0 TYPE: 1 TARGET= 1881.000 FROM HALFF65. INSERTEO X3 IN ROB · PIER POINTS ADDED FOR EXISTING BELTLINE RD NDM 909.00 8.46 ~41.46 4G1.~6 0.00 442.24 0.79 0.5~ 0.33100000.00 10~00. C. O. 10400. O- O. 1459. 1645. 247. 100000,00 ( 0.58 0.00 0.00 7.13 0.080 0.050 0.080 0.000 433.00 5674.23 0.0979~8 100. 100. 100. 20 16 0 -88.00 1016.~2 6690.55 o · *SECNO 909.3C0 ~301 HV CHANGED MORE THAN HVINS · ~' 1~ Jo~ 8~ 09:1~:26 8512J136,wl 110 PAGE _ 337J ~ORMAL ERIOGE,NRO= 44 MIN ELTRD= 43~.90 MAX ELLC= ~50.00 .,~ 3~7j ENCROACHMENT STATIONS= 5000.0 6881.0 TYPE= 1 TARGET= 1881.000 FROM MALFF65. INSERTED X3 IN ROB 9G~.]O 9.90 442.90 0.00 0.00 443.10 O.ZO 0.68 0.18100000.00 ~ lC~0~. O. 0. 10400. O. O. 2932. 1647. :.58 0.00 0.00 3.55 0.080 0.0~0 0,080 0,000 43J.00 ~673.51 ~.:G~758 ~0. 30. 30. 4 0 0 -88.00 1017.79 66~1.30 ,$ECNO 909,600 ( 3~70 ENCROACHMENT STATIONS= 5000.0 6615.0 TYPE= 1 TARGET= 1635.000 FROM HALFF65. INSERTED X3 IN ROB 9C9.60 10.15 4½3.15 0.00 0.00 443.27 0.11 0.14 0.02100000.00 ~ 10400. O. O. 10400. O- O. 3852. 1649. 248. 100000.00 0.59 0.00 0.00 2.70 0.080 0,050 0,060 0,000 43S.00 561~.42 0.00282] 30. 30. SO. 2 0 0 0.00 101~.16 66~1.58 m 0 1 PAGE 14 JUN 86 9:18:5~ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS ~ANK ELEV qe Q QLO8 QCH QROe ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCM VROa XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLO~R ITRIAL IDC ICONT CORAR TOgWID ENDST · SECNO 910.000 3470 E~CROACHMENT STATIONS= 5000.0 6635.0 TYPE= 1 TARGET= 1635.000 FROM HALFF65. INSERTED X3 IN ROB 910.00 10.Z8 44~.28 0.00 O.OO 4~.~6 0.08 0.05 ,3.01100000.00 1C~00. O. O. 10400. O. O. 4484. 1653. 249. 100000.00 0.59 0.00 0.00 2.32 0.080 0.050 0.080 0.000 43~.00 561].36 · / 0.001611 40. 40. 40, 2 0 0 0.00 101~.28 66~1.64 0 · SECNO 910.~00 e 3370 NORMAL BRIDGE,NRD= ~ MIN ELTRO= 449.50 MAX ELLC= 447.00 3470 ENCROACHMENT STATIONS= 9000.0 11'480.0 TYPE= 1 TARGET= 24B0,000 FROM HALFF65. INSERTED X3 IN ROB ~ 910.~0 11.33 443.33 0.00 0.00 443.41 0.08 0.05 0.00100000.00 10400. O. O. 10400. O. O. 4494. 1656. 250. 100000.00 0.59 0.00 0.00 2.Sl 0.080 0,050 0.080 0,000 432.00 10465.24 · 0.001663 ~0. ~0. 30. 1 0 0 0.00 996.43 11461.6? 0 · SECNO 910,500 ~370 NORMAL BRIDGE,NRD= 8 MIN ELTRD= 449.50 MAX ELLC= 447.00 i~=~ 14 JJN 86 09:19:26 d512J136,W1 110 PAGE 17 3473 ENCROACHMENT STATIONS= 9000.0 11480.0 TYPE= I TARGET= 2480.000 :~' FROM HALFF65. INSERTED X3 IN ROB 910.50 11.36 443.36 0.00 0.00 443.44 0.08 0.03 0.00100000.00 10400. O. O. 10400. O. O- 4515. 1658. 250. 100000.00 T: 0.60 0.00 0.00 2.30 0.080 0.050 0.080 0.000 432.00 10465.20 0.0(i1637 20. 20. 20. 0 0 0 0.00 996.59 11461.79 3 ~ CChV= 0.100 CEHV= 0.300 *SECNO 911,500 ~ 3470 ENCROACHMENT STATIONS= 5000,0 6895.0 TYPE= 1 TARGET= 1895.000 FROM MALFF65. INSERTED X3 IN ROB 911,5G 11,57 443,57 0,00 0,00 443,62 0,04 0,17 0,00100000,00 ~' 10400, O, O. 10400, O- O, 6164, 1670. 253, 100000,00 0,61 0,00 0,00 1,69 0,150 0,050 0.120 0,000 432,00 5600,64 0,001777 100. 100, 100, 2 0 0 0,00 1218,72 6819,~6 I 14 JUN 86 9:18:5~ PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOS5 BANK ELEV __ Q QLOB QCH QROB ALOB ACM AROB VOL TWA LEFT/RIGHT TIME VLO8 VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED ,SECNO 920.970 3470 ENCROACHMENT STATIONS= 5500.0 7080.0 TYPE= 1 TARGET= 1580.000 l~ FROM HALFF65., SPLIT FLOW END UIS FROM 920.97/CARROLLTON LANDFILL EFFECTIVE ARE ENCR ADDED/LEFT DE N LOWERED TO 0.100- ---NDM .075 IN PARK, .065 IN GOLF COURSE/CARROLLTON PARK TOPO ADDED ---NDM (,,,. 920.97 8.04 444.04 0.00 0.00 444.07 0.02 0.45 0.00100000.00 10400. 0. O. 10400. O. O. 8208. 1761. 269. 100000.00 0.73 0.00 0.00 1.27 0.150 0.050 0.087 0.000 436.00 5777.51 · 0.000468 980. 950. 550. 2 0 0 O.O0 1302.44 7079.94 0 1490 NH CARD USED · ,SECNO Q30.000 3470 ENCROACHMENT STATIONS= 12450.0 15730.0 TYPE= 1 TARGET= 3280.000 ~ ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR + PARK ---NON 930.00 34,67 444.27 0.00 O.O0 444.48 0.21 0.36 0.06 434.40 55800. 15699. 25660. 14442. 8988. 5274. 5498. 2007. 308. 440.50 ~ 0.79 1.75 4.86 2.63 0.050 0.045 0.040 0.000 409.60 12450.00 0.000473 800. 903. 690. 2 0 0 0.00 3280.00 15730.00 0 · 1490 NH CARD USED ,SECNO 937.800 · ~ 14 juk S6 09:19:26 ~512J116*w1 110 PAGE ~,;70 ENCROACHMENT STATIONS= 12600,0 15700,0 TYPE= 1 TARGET= ]100,000 ADDED FROM RIVERCHASE MOGEL/CARROLLTON LANDFILL ENCR 4. PARK ---NDM 9.~7,~0 ]0,16 444,6~ 0.00 0,00 444,78 0,1] 0,50 0,01 434,60 ~00, 20497, 15576, 19726, 14149, 4343, 600S, 2408, 307, 440,70 ].~8 1,45 3,59 ~,28 0,063 0,045 0,040 0,000 41~,50 12600,00 0,0C0~05 800, 780, 780, 1 0 0 0,00 3100,00 15700,00 1~9~ NH CARD USED · SECNO 950,970 3265 DIVIOED FLOW 3280 CROSS SECTION 950,97 EXTENDED 0,97 FEET 14 JUN 86 9:18:5~ PAGE 20 SECNO DEPTH CWSEL CRIWS WSELK EG MY HL OLOSS BANK ELEV Q ~LOB QCH QRO8 ALOB ACH AROB VOL TWA LEFTIRZGHT TIME VLO8 VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPW~O ENDST 3470 ENCROACHMENT STATIONS= 11850,0 15050,0 TYPE= I TARGET= ~Z00,000 ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR + PARK ---NDM 950,97 ~4,47 445,07 O,O0 0.00 445,29 0,22 0,48 0,03 443,00 55~00, 8744, 2~515, 23541, 7979, 53~1, b~55, ]079, 51~, 442,50 0,98 1,10 4,40 3,65 0,079 0,045 0.040 O,O00 410,60 11850,00 0,0004]5 13~0, 1]20, 1320, Z 0 0 O,OO 6904,19 19000,00 14 JUN 86 9:18:5~ PAGE THIS RUN EXECUTED 14 JUN B6 9:19:07 HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - 01,02~05,04,05 MODIFZCATICN - 50~51/52,5],54,55 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 ~'~ 14 JUN 85 09:19:26 3512J136~W1 110 PAGE 19 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG IOK,S VCH AREA .i:~ 504.300 0.00 0.00 0.00 410.00 44200.00 438.35 0.00 438.41 1.36 2.14 23951.41 ]7852.~%5 364.300 0.00 0.00 0.00 410.00 55800.00 439.65 0.00 439.72 1.]8 2.27 29090.74 47552.0~ ~78.000 1370.00 0.00 0.00 412.00 44400.00 4]8.55 0.00 438.62 1.77 2.24 20822.98 378.000 1370.00 0.00 0.00 412.00 55800.00 439.85 0.00 439.93 1,82 2.38 26211.09 41307.99 880.000 200.00 0.00 0.00 412.00 44400.00 438.56 0.00 418,68 3.88 ].]2 17265.08 22540.8] ~80.000 200.00 0.00 0.00 412.00 55800.00 439.B~ 0,00 4]9.99 3.63 ].36 22878.71 29274.94 895.900 15~0.00 0.00 0.00 424.50 10000.00 438.77 0.00 438.78 0.10 0.00 16121.]8 30914.49 895.900 1590.00 0.00 0.00 424.50 17900.00 440.08 0.00 440.09 0.22 0.00 19070.~9 ]7891.02 905.300 940.00 0.00 0.00 434.00 5600.00 418.7T 0.00 418.81 4.2~ 0.00 ~672.42 2~07.11 905.300 940.00 0.00 0,00 434.00 10400.00 440.08 O. OO 440.15 5.60 0.00 4940.09 4394.T3 908.000 270.00 C.O0 0.00 432.00 5600.00 4]8.89 0.00 4]~.99 20.6] 0.00 2240.14 1232.97 908.000 270.00 C.O0 0.00 432.00 10400.00 440.22 0.00 440.35 16.81 0.00 ]540.~2 2536.89 · 909.000 100.00 439.90 450.00 433.00 5600.00 440.92 440.92 441.50 1224.29 0.00 915.]4 160.05 · 909.000 100.00 439.90 450.00 433.00 10400.00 441.46 441.4~ 442.24 979.98 0.00 1459.50 909.300 30.00 439.90 450.00 433.00 5600.00 442.14 0.00 442.24 78.26 0.00 2160.95 633.02 909.]00 ]0.00 439.90 450.00 433.00 10400.00 442.90 O.OO 443.10 97.58 0.00 29~1.90 1052.82 909.600 ]0.00 0.00 0,00 433.00 5600.00 442.30 0.00 4~2.35 16.81 0.00 2974.65 1365.78 909.600 30.00 0.00 0.00 433.00 10400.00 44].15 0.00 44].27 28.23 0.00 3851.94 1957.34 910.000 40.00 0.00 O.GO 433.00 5600.00 442.37 0.00 4~2.40 8.69 0.00 3557.14 1899.87 910.000 40.00 0.00 0.00 433.00 10400.00 443.28 0.00 44].36 16.11 0.00 4483.71 2591.10 910.300 SO.O0 449.50 447.00 432.00 5600.00 442.39 0.00 442.43 9.25 0.00 ]564.14 1~41.38 910.~00 30.00 449.50 447.00 432.00 10400,00 44].]3 0.00 4~3.41 16.63 0.00 4493.77 2550.65 1 PAGE 22 1~ JUN 86 9:18:53 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG IOK*S VCH ~REA .01K · 910.500 20.00 449.50 447.00 432.00 5600.00 442.41 0.00 442.45 9.16 0.00 ]576.33 1849.9~ 910.500 20.C0 449.50 447.00 432.00 10400.00 443,36 0.00 445,44 16.37 0.00 4517.82 2570.48 911.500 100.00 0.00 0.00 4]2.00 5600.00 442.5~ 0.00 442.55 10.06 0.00 4~90.~4 1765.37 911.500 100.00 0,00 0.00 432.00 10400.00 443.57 0.00 443.62 17.7~ 0.00 6164.4] 2467o1~ 920.~70 950.00 0.00 0.00 436,00 5600.00 442.80 0.00 442.81 2.?9 0.00 6599.54 3151.]0 920.970 950.00 0.00 0.00 436.00 10400.00 444.04 0.00 444.07 4.68 0.00 8207.92 4808.58 · 930.000 90~.00 0.00 0.00 409.60 44400.00 44~.02 0.00 44].25 5.36 4.95 15672.49 19174.56 · 14 JU~ 50 09:19:26 8512J136,Wl 110 PAGE 20 930.000 903.00 C,OO 0,00 409.60 55800.00 444,27 0.00 444,48 4.73 4.86 19700.09 25661.44 937.800 7~0.00 0.00 0.00 414.50 44400.00 445,46 0.00 445.57 3.00 3.38 20808.35 25028.58 557.800 780.00 C.00 0.00 414.50 55800.00 444.66 0.00 444.78 3.05 5.59 24497.25 51927.31 Q50.970 1320.00 0.00 0.00 410.60 44400.00 445.80 0.00 444.06 4.17 4.10 16049.21 2175].19 950.970 1320.00 C.00 0.00 410.60 55800.00 445.07 0.00 445.29 4.35 4.40 19774.70 26740.42 PAGE 25 14 JUN 86 9:18:53 ELM FOR~ TRINITT RIVER SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 864,300 44200,00 438,35 0.00 0,00 0.00 3949,72 0.00 864.300 55800.00 439.65 1.30 0.00 O.OO 3956.94 0.00 878.000 44400.00 438.55 0.00 0.20 0.00 3995.12 15F0.00 878.000 55800,00. 439.85 1,31 0,20 0.00 4165,71 1370.00 880.000 44400,00 438.56 0,00 0,02 0,00 4143,69 200.00 880,000 55800,00 439.88 1,32 0.0] 0,00 430].0S 200,00 895,900 10000,00 438,77 0.00 0.21 0.00 2226.76 15~0.00 895,900 17900.00 440.08 1.51 0,20 0.00 2266,27 1590,00 905.300 5600,00 438.77 0,00 0,00 0.00 961,42 940.00 905.300 10400.00 440.08 1.31 0.01 0.00 971.41 940.00 o08,000 5600,00 458.89 0,00 0,12 0.00 980.00 2?0,00 908,000 10400.00 440.22 1,53 0.13 0,00 9~0.00 270,00 * 909,000 5600,00 440,92 0.00 2.03 0,00 1015.78 100.00 , 909.000 10400.00 441.46 0,54 1.24 0,00 1016.32 100,00 90~,500 5600.00 442,14 0.00 1.22 0,00 1017,0~ ]0,00 ~09.500 10400.00 442.90 0,76 1.45 0,00 1017.79 30,00 909.600 5600.00 442.30 0,00 0.16 0,00 1017,29 30,00 9~9,600 10400,00 443.15 0.86 0.25 O,O0 1018.16 ~0,00 910.000 5600,00 442.37 0.00 0.07 0.00 1017,~7 40,00 910,000 10400.00 443,28 0,91 0,12 0,00 1018,28 40,00 910,300 5600,00 442,39 0.00 0,05 0,00 990,42 30,00 910,300 10400,00 443.35 0.93 0,05 0,00 996,45 30,00 910,500 5600.00 442,41 0.00 0.02 0,00 990,50 20,00 ~'~ 1~ JUN 86 09:19:Z6 8512J136,Wl 110 PAGE 21 ~ 910.500 10400.00 443.36 0.95 0.0] 0.00 996.59 20.00 '~11.500 5600.00 442.5] 0.00 0.12 0.00 1218.51 100.00 911,500 10400.00 443.57 1.05 0.21 0.00 1218.72 100.00 920,970 5600.00 442.60 0.00 0.27 0.00 1101.77 950.00 920.970 10400.00 444.04 1.24 0.4? 0.00 1102.44 950.00 ~30,000 44400.00 443.02 0.00 0.22 0.00 3280.00 90].00 4]0,000 55800.00 444.27 1.25 0.23 0.00 3280.00 90].00 937.800 44400.00 44].46 0.00 0.44 0.00 ~100.00 7~0.00 9]7,800 55800.00 444.60 1.20 0.39 0.00 ~100.00 780.00 ( 14 JUN 86 9:18:55 PAGE 24 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH · 950,970 44400,00 44],86 0,00 0,40 0,00 2?50,75 1~20,00 953.970 55800.00 445.07 1.21 0.~1 0.00 6904.19 1320.00 14 JUN 86 9:18:5] PAGE 25 · SUMMARY OF ERRORS ANO SPECIAL NOTES CAUTION SECNO= 909,000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 909,000 PRCFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 909,000 PRCFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 909,000 PROFILE-- I SLOPE TOO STEEP CAUTION SECNO= 909.000 PRCFILE= 2 CRITICAL DEPTH ASSUMED · CAUTION SECNO= 909.000 PRCFILE: 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 909°000 PROFILE= Z 20 TRIALS ATTEMPTED TO 5ALANCE WSEL 14 JUN 86 9:19:08 PAGE 1 THIS RUN EXECUTED 14 JUN 56 9:19:08 HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - 01,02,0],04,05 MODIFICATION - 50~51,52,53,54,55 · PAGE 1 ~!:! Il~ "" ~ O°'~'fz8 i I ""112J1~*~1 ~°1 I I I I I I I I I I , ~.S. ARMY CORPS OF ENGINEERS * N~TER SUaFAC~ PROFILES * ALTO1 300'/260'/200' BRIDGES-IFFT , THE hYDROLOGIC ENGINEERING CENTER , VL~SION OF NOVEMBER 1976 * , 609 SECOND STREET# SUITE 9 ~:~: * UPDATED HARCH 1982 PLOTFILE VERSION , · GAVIS~ CALIFORNIA 95616 ' , (91~) 640-Z105 (FTS) 448-2105 , ~bN DATE 14 JUN B6 TIME 9:23:11 * ****************,********************* X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX ~ X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX ~ I PAGE 1 14 JUN 86 9:23:11 ~ THiS RUN EXECUTED 1~ JUN 86 9:Z~:11 · hECZ RELEASE DATED NOV 76 UPDATED ~ARC 1982 · · ERR3R CORR - 01/02,05.e04-C5 MOP. IFICATION ' 50,51,52,53-54-55 T1 ELM FORK MODEL WITH PROP. BRIDGES ~00',260',Z00' "ELMPRBRL" T2 UPDATED 8~ DLJ AND WLW 3186 FROM BELTLINE ROAD 'ELMPROBR"' EX. REV.412186 T3 ELM FORK TRINITY RIVER WITH LEVEEIFIL PROJECTS EX. Q100=4~,400 CFS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q ~SEL FQ ~ -1. 8. O- O. O.O00OO0 0.00 O.O Oo J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ~ J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150.000 O.OOO O.OOO O.OOO 0.000 O.O00 0.000 O.O00 O.O00 C.O00 · PAGE 2 ~! p~ J., 'p o~ "125 I I ~=tzJl""t1 "hi I ! I I I I I I ;T 7.000 16500.000 30200.000 37400.030 37400.000 59500.000 55800.000 4~200.C00 0.000 0.000 ~,C 0.075 0.070 0.C45 O.100 0.300 O.OO0 0.000 0.O00 O.O00 O.COO ~ 8.00a 0.050 99~].000 0.055 10355.000 0.050 10700.000 0.100 10740.000 0.050 T ~ ~, 1{09~C.000 0.100 11060.C00 0.050 13474.000 0.035 138~0.000 0.000 0.000 O.CO0 MODEL DEVELOPED BASEC ON CURRENT FIS MODEL OF 3/86 ' FILE -NDM "ELMBLTR" (NATURAL RUN) AND 'ELMBLFWR" (FLOODWAY RUN) -NDM ~ AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR"- NOM FROM HALFF65. REVISED TO REFLECT IFCOZ[I O'FLOW SWALE -HALFF !~ PROPOSED BELTLINE ROAD FILE "ELMPROBR" WAS DIVIDED INTO -NDM INTO A RIGHT~ CHANNEL AND LEFT COMPUTER MODEL -NDM xl 8~4.]00 3].000 10740.000 10980.000 2~00.000 2200.000 24]0.000 0.000 0.000 O.O00 ~ GR 445.000 9900.000 436.000 9925.000 435.800 998].000 425.450 10020.000 42].450 10320.C00 G~ ~]5.000 10555.000 4]5.000 10356.000 4~5.000 10~57.000 435.000 10500.000 436.000 10550.C00 GR 4]6.800 10700.000 436.000 10740.000 4]4.000 10700.000 432.200 10790.000 4Z].ZO0 10820.000 GR ~11.000 10840.QO0 410.C00 10900.000 421.000 10920.000 428.000 10970.000 436.000 10980.000 GR 456.500 11060.000 436.000 11500.000 436.700 11400.000 4~5.000 11100.000 434.0~0 12200.000 GR 454.000 13474.000 425.500 1~508.000 424.100 15649.000 424.100 13661.000 425.500 13801.000 ~; GR 430.400 13821.000 431.800 13850.000 446.200 13890.000 0.000 0.000 0.000 0.000 NH 8.000 0.035 1~85,000 0.050 2260.000 0.100 2325.000 O.OSO 2625.000 0,100 ~ NH 2900.000 0.050 ]000.000 0.080 4762.000 0.0]5 5199.000 0.000 0.000 0.000 CT 7.000 16500,000 30200.000 37400.000 37400.000 59500,000 55800.000 44400.000 0.000 0.000 xl 878.000 37.000 2325.000 Z625.000 1200.000 1400.000 1~70.000 0.000 0.000 0.000 GR 445.000 1000,000 424.000 1062.000 424.000 1362,000 411.500 1385,000 4~1.500 1385.C00 GR 4]4.000 1565.000 434.000 1565.000 434.000 1565.000 4]6.000 1650.000 436.000 2125.000 GR 438.000 2260.000 439.000 23~5.000 4~0.000 2350.000 412.000 2390.000 412.000 2450.000 ~ GR 421.000 2470.000 4]0.000 2540.000 432.000 2555.000 4]4.000 25?5.000 436.000 2590.000 1 PAGE 1~ JUN 8~ 9:23:11 GR ~]8.OOC 2:13. ~C ~ 439.000 2625.000 438.000 2900.000 437.400 3OO0.OOG 436.5:30 3500.C00 ~ GR 4~6.000 3650.000 436.000 4000.000 435.600 4200.000 430.000 4500.C00 4]6.000 4762.C00 GR 4Z5.700 4503.000 42~.300 4944.000 424.300 4950.000 425.700 5109.000 4]3.833 5145.C00 ~ 435.000 5165.000 445.600 5199.000 0.030 O.O00 O.OOO 0.600 O.ODO 0.000 NH 8.000 0.050 1320.000 0.050 2260.030 0.10~ 2~25.C~ O.G~O 2625.000 0.100 ~,H Z~OO.OOC 0.050 3CO0.C, OC 0.080 4762.000 0.035 51~9.000 0.000 0.030 O.GO0 ~ F~OM HALFF65. FB-C SNALE ENDS ~ N END OF FB-C LEVEE. REVISED TO REFLECT IFCDIII C'FLDW SWALE & LEVEE- NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY t Xl 850.O00 32.900 2325.000 2625.000 200.000 200.000 200.000 O.0OO O.000 0.000 GR 4~8.000 880.000 4]8.000 1080.000 426.500 1200.000 436.000 1320.000 436.000 2125.000 GR 438.000 2260.000 439.000 2]25.000 430.000 2350.000 412.000 2590.000 412.000 2450.000 : GR 4Z1.000 2470.000 4]0.000 2540.000 432.000 2555.000 4]4.000 2575.000 436.000 2590.C00 GR ~]8.000 2~10=000 439=000 2625.000 438.C00 2900.000 437.~00 3000.000 4]6.530 ]500=000 GR 4]6.000 3650=000 436.000 4000.000 4]5.600 4200.000 4~6.000 4500.000 436.000 4762.000 ~ G~ 425.700 4803.000 424.300 4944.000 424.~00 4956.000 425.700 5109.000 43].800 51~5.000 GR 435.000 516~.000 446.600 5199.000 0.000 0.000 0.000 0.000 0,000 0.000 I QT 7.000 0.000 0.000 O.O00 0.000 0.000 9300.000 6000.000 0.000 0.000 NH 7.000 0.050 4670.000 0.100 4740.000 0.050 4997.000 0.100 5042.000 0.080 ,,^ cAGE 3 ~ i4 J .... 1~ 0$ .... J2a 1 i Iz J1 P I I I I I I I I i 0.0]5 7513.000 O.000 O.gOO O.OoO 0.090 0.000 NH 57~2.000 O,OSO 6071.000 SYN, X-SEC TAKEN FROM 1"=400, TOPO AND FB-C AND IFCDII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK ~ND TOWERS IN FLOODWAY ~ SHOWS O'BANK CLEARING BOTH SIDES- FB-C FILL U,S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NCM · OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV 450- -NDM FLOW SPLIT MODEL STARTS AT CROSS SECTION 895.9 -NDM Xl 895.900 62,g00 4740,000 4997,000 1050.000 610.000 1590.000 0.000 0.000 0,000 J x5 G.O00 0.O00 0.000 205B.O00 O.000 ]500.000 O.OO0 O.000 O.OO0 O,000 x~ 1,C00 450.000 4429,900 0,000 0.000 0.000 0.000 Q,O00 0,000 0,000 .- GR ~42.300 1000.000 4~2.300 1998.000 438.200 202],000 438,000 2080.000 436,000 2100.000 ~ GR 4]4.000 2110.000 432.000 Zl]0.000 4]2,000 2160,000 4]0.000 2170,000 428.000 2185,000 GR ~27,000 2210.000 428,000 2253,000 4]0.000 2245.000 432,000 2260.000 4]4,000 2270,000 GR 434.000 2500.000 430.000 2516.0g0 4]0,000 2776.000 436.200 2820,000 450.000 2820,000 ~ GR 458.000 4~30.000 4]8.000 4670.000 4]6.000 47~0.000 434.000 4765.000 412.0D0 47~0=000 GR 430,000 4790.000 428.000 4800,000 410,000 4875.000 410,000 4905,000 428=000 4980,000 GR 4]C.000 4990.000 458.000 4997,000 459,C00 5042,000 437,800 5235,000 438,000 5280,000 · GR 456.000 5286,000 43~,000 5292.000 4]6,000 5511,000 456,000 5317,000 438,000 5]45,000 GR 4]8,000 5354.000 438,G00 5586,000 456.000 5400,000 4]8,000 5447,000 439,100 5509,000 GR 438,000 5564,000 436,000 5584,000 436.000 560],000 435.300 5696,000 4]5.500 5782,000 ~ GR 4]5.200 6071.000 425,900 6108,000 424,500 6250.000 424,500 6262,000 426,000 6402,000 GR 428.000 6580,000 429.000 7285.000 430.000 7304,000 455,000 7]22.000 436.000 7552,G00 GR 442,000 737].000 442.100 751],0~0 0,000 0.000 0,000 0,000 0.000 0,000 0,100 5200,000 0,050 f NH 5.000 0,050 4895,000 0,100 495].000 0.050 5110,000 NH 7712.O00 O.OOO 0.000 O.000 0.O00 0.O00 O.000 0.0OO O.O00 O.000 ~ SYN X-SEC TAKEN FROM 1"=400, TOPO AND FB-C AND IFCDIII pLANS 1 14 JUN 86 9:25:11 NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON BRANCH AND IFCOIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NOM t' BELTLINE ROAD AND RR USING GR CARDS AT ELEV 445. AND450.O -NDM ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX. SWALE -NOM FLOW SPLIT DIS OF THIS SECTION CONSIDERS WEIR FLOW OVER -NDM ~ LEDBETTER ROAD TG THE OVERFLOW SWALE -NOM Xl 905,]00 61,000 4953,000 5110,000 600,000 1055.000 940,000 0,000 0.000 O.CO0 x] 0.000 0.000 0.000 2000.000 0.000 4000.000 0.000 0.000 0.000 0.000 & X4 1.000 456,400 2418,000 0.000 0.000 0,000 0,000 0,000 0.000 0,000 GR 442.800 1000,000 442,800 2000.000 4]8,500 2026,000 436,000 2100,000 4]4.000 2120.000 GR 432.000 2220.000 430.000 223].000 428.000 2265.000 428.000 2278.000 428.000 2290.C00 ~ GR 430.000 2303.000 432,000 2314,000 432,000 2345,000 4]4.000 2556,000 4]6,000 2362,000 GR 430=000 2440.000 430,000 2586=000 4]6.000 2610,000 450,000 2610,000 450,000 4380,000 GR 450.000 4770,000 440,000 4770,000 4]8,400 4810.000 438,400 4895,000 440.030 4914.C00 · ' GR 440,000 4953,000 4]0,000 496],000 428.000 4971,000 410,000 5050,000 410.000 5076,000 GR 414,000 5085,000 416.000 5089.000 418,000 5093,000 420,000 5096°000 422,000 5102,~00 GR 424,000 5105,000 426,000 5110.000 428.000 5158,000 430,000 5200,000 4]2,000 5240,000 J GR 434.000 5265.000 436.000 5286.000 458.000 5290.000 438.000 5300.000 438.000 5385.C00 GR 445.000 5385,000 445.000 5855,000 445,000 6163.000 445,000 6203,000 444.]00 622],C00 ~ 14 Jj~ ~ 09:2~:28 8512J136*Wl 110 PAGE 4 G~ 444.300 ~Z5.000 444.000 66Z~.090 450.000 7024.000 435.200 7025.000 4S5.200 7070.C00 ~ 4]4.000 7185.000 434.000 7205.000 434.200 73S0.000 435.500 7590.000 442.000 7620.000 G~ 442.800 7712.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ~ 4250.000 0.050 ~,~ 5.000 0.050 1450.000 O.OjO 3830.000 0.05~' 4190.000 0.050 ~. ~35.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ~ NH CARD REVISED ~0 INCLUDE STCHR ~4030 CHANGED lO 4190) ...... NOM 4/1186 INEFFECTIVE FLOW AREAS ON THE RIGMT SIDE O/S OF BELTLINE RD NDM WERE SET FROM THE BRIDGE TO THE EX. SWALE AT ELEV. 449. NDM ~; FROM HALF;65- INSERTED X] IN ROB xl gOB.O00 40.000 38~0.000 41~0.000 250.000 200.000 270.000 0.000 0.000 0.000 ~ 0.000 0.000 0.000 1115.000 0.000 3000.000 0.000 0.000 0.000 0.000 ~ X4 1.000 ~49.500 3800.000 0.000 0.000 0.000 0,000 0,000 0.000 0.G00 GR 445.000 1000.000 438.000 1100.000 43~.000 1130.000 4]4.000 1150.000 4]2.000 1220.000 GR 430.000 1~50.000 428.000 1~70.000 428.000 1290.000 430.000 1305.000 4]2.000 13~5.000 GR ~34.000 1365.000 4~4.000 1365.000 435.100 1450.000 449.500 1451.000 449.500 1500.000 GR 440,000 ]805.000 440.000 38]0.000 430.000 ]840.000 410.000 3900.000 410.000 ~928.000 GR 416,000 3~80.000 430.000 40]0.000 434.000 4050.000 436.000 4100.000 438.000 4120.000 ~ GR ~.000 4190.000 449.000 4190.000 449.500 4250.000 449.500 60~4.000 4S5.500 6085.000 GR 4S5.500 6100.000 435.500 6101.000 436.000 6165.000 4]2.000 6200,000 432.000 6210.~00 GR 4S6.000 6220.000 4]6.000 6]40.000 4]?.000 6341.000 4~7.000 68~0.000 4~0.000 6881,000 ~ 0.000 O.O00 hC 0.080 0.080 0,050 0.300 0.500 0.000 0.000 0.000 Xl 908.690 60.000 ]790.000 4050.000 69,000 69.000 69.000 0.000 0.000 0.000 X~ ~.000 0.000 0.000 1000.000 0.000 3000.000 0.000 0.000 0.000 0.000 GR 446.000 1000.000 446.000 1119.000 443.000 1120.000 437.000 11Z9.000 434.]00 1218.500 GR 4]4.300 lZ21.000 434.000 1230.000 434.000 1230.000 434.000 1230.000 432.000 1245.000 ~ GR 430.000 12~5.000 430.000 12~5.000 432.000 1290,000 434.000 1300.000 434.500 1319.000 GR 434.600 13~1.500 437.000 1411.000 43?.000 1411.000 443.000 14~0.000 443.000 14~0.000 GR 446.000 1421.000 446.000 3?80.000 446.000 3790,000 443.000 37~0.000 440.000 3815.~00 ~ GR 4]0,000 3840.000 418.700 ]874.000 417.800 ]876.500 410.000 3900-000 410.000 3950.000 GR 415.600 3964.000 416.600 3966.500 430.000 4000.000 434.000 4020.000 440.000 4040.G00 GR 44].000 4050.000 446.000 4050.000 446.000 4080.000 446.000 4085.000 446.000 5670.000 ~ 1 PAGE 14 JUN 86 ~:23:11 GR 446.000 6119.000 443,000 61~0.000 4]7.000 61~9.000 436.200 61~3.500 436.200 61~6.000 GR 436.000 6198.000 433.000 6210.000 433.000 62]0.000 436.000 6242.000 436.200 6254.C00 ~ GR 436.200 6~56.500 437.000 6311.000 443.000 6320.000 446.000 6321.000 446.000 8405,000 GR 446.000 8410.000 446.000 89]0.000 446,000 9]40.000 446.000 9345.000 446.000 11030.000 I Xl 908.700 0.000 0.000 O.OOO 1.000 1.000 1.000 0.000 O.OOO 0.000 X2 0.000 0.000 0.000 O.OOO 0.000 0.000 1.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 1000.000 O.O00 ]000.000 0.000 0.000 0.000 0.000 ~ ET -38.000 1000.000 446.000 446.000 1119.000 446.000 4~6.000 1120.000 446.000 443.000 0.000 1~18.500 446.000 443.000 1218.500 446.000 434.300 1221.000 446.000 434.300 0.000 1221.000 446.000 443.000 1319.000 446.000 443.000 1319.000 446.000 434.500 qlr 0.00C 1321.500 446.000 4~4.600 1]~1.~0 446.000 443.000 1420.000 446.000 44~.000 0.000 1421.000 446.000 446.000 3?90.000 446,000 446.000 3?90.000 446.000 44~.000 0.000 3874.000 446.000 44].000 ]874.000 446.000 418.700 3876.500 4~6.000 417.800 ~ O.OOO 3876.500 446.000 443.000 ]964.000 446.000 443,000 3964.000 446.000 415.600 0.000 3966.500 446.000 416.600 ]966.500 446.000 44].000 4050.000 446.000 443.000 ~'!; 1, ~ ~ 09 I28 i i Iz J1 ! .... I I "tGE i 5 t i I I C.OOO 4050,000 4~6,000 4~6.000 6119,000 ~46.000 4~6.000 o120.000 446,000 443.C00 0.000 6183.500 4~6.000 44].000 618~.500 446=000 436.200 o186.000 446.000 436=200 0.000 6186.000 446.000 443.000 6254.000 446.000 4~3.000 6254.000 446.000 436.200 ~ 0.000 6256.500 446.000 436.2,30 6256.500 446.000 443.000 6320.000 446.000 443.000 0.000 6321.009 446.000 446.000 11030.000 446.000 446.000 0.000 0.000 O.CO0 ~ ~ 909.600 O.OOQ 0.000 O.OOO 90.000 90.000 90.000 O.QOO O.OOO 0.000 C.O00 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 x~ 0.000 0.000 0.000 1000.000 0.000 3000.000 0.000 0.000 0.000 0.000 !~ 1.000 1.000 0.000 0.000 0.000 ~1 909.610 0.000 0.000 0.000 1.000 0.000 ~ 0.000 0.000 0.000 1000.000 0.000 3000.000 0.000 0.000 0.000 FROM HALF~65. INSERTEO X3 IN ROB O.OOO 0.000 xl 910.000 40.000 3740.000 4055.000 39.000 39.000 ~9.000 0.000 _ X~ 0.000 0.000 0.000 1000.000 0.000 3000.000 0.000 0.000 0.000 0.000 x~ 3.000 440.000 1125.000 434.500 11~6.000 440.000 1415.000 0.000 0.000 0.000 GR 4~9.500 1000.000 449.500 1075.000 435.800 1076.000 434.000 1200.000 430.000 1250.000 ~ GR 430.000 1300.000 434.000 1370.000 436.000 1400.000 440.000 1470.000 449.500 1476.000 GR 449.500 3725.000 442.000 37~0.000 442.000 3740.000 440.000 3760.000 438.000 3800.800 GR 430.000 3~40.000 410.000 3900.000 410.000 ]950.000 4]0.000 4000.000 4~4.000 4010.000 $ GR 438.000 4035.000 438.000 4045.000 449.500 4050.000 4~0.000 5610.000 450.000 5615.000 GR 450.000 6084.000 4]4.300 6085.000 4]4.000 6190.000 43~.000 6200.000 433.000 6250.000 GR 433.800 6~10.000 434.000 ~330.000 434.900 6630.000 450.000 6635.000 450.000 8~50.000 GR 437.500 8]55.000 4]8.000 9000.000 439.000 9280.000 450.000 9285.000 450.000 10265.000 FROM HALFF65. INSERTED X3 IN ROB 0.000 0.000 ~ Xl 910.300 5~.000 8580.000 88~0.000 30.000 ]0.000 30.000 0.000 X~ 0.000 0.000 0.000 39~0.000 0.000 7500.000 0.000 0.000 0.000 0.000 ~T 8.000 5900.000 449.500 446.500 6300.000 449.500 446.500 85~0.000 449.500 446.500 :~;) ~T 3840.000 449.500 446.~00 10460.000 450.000 447.000 11480.000 450.000 447.000 13190.000 BT 450.000 447.000 14100.000 450.000 447.000 0.000 0.000 0.000 0.000 O.GO0 GR ~49.500 5900.000 446.500 5900.000 4~.000 5930.000 436.000 5940.000 436.000 5970.000 ~ GR 434.000 5980.000 4]2.000 6020,000 430.000 6090.000 430.000 61~0.000 432.000 6200.000 GR 434.000 6220.000 436.000 6250.000 4~8.000 6270.000 440.000 6280.000 446.500 6300.000 OR 449.500 6300.000 449.500 8580.000 446.500 8580.000 4~0.000 8590.000 410.000 8650.000 GR 410.000 ~700.000 4]0.000 ~7~0.000 434.000 8770.000 43~.000 ~800,000 446.500 8840.000 GR 449.500 8840.000 450.000 10460.000 450.000 10460,000 450.000 10470.000 450.000 10809.000 PAGE 1 ~ 14 JUN 86 9:23:11 ~ GR 450,000 10849.000 436.100 10850.000 436.700 10950.000 435.000 11020.000 4]2.000 110~0.000 GR 434.000 11080.000 436.000 11100.000 436.000 11410.000 438.000 11430.000 450.000 11445.000 GR 4~0.000 11480.000 450.000 11480.000 450.000 13190.000 4~7.000 13190.000 440.000 1~220.000 GR 438.000 13310.000 438.000 13460.000 440.000 13465.000 442.000 13490.000 442.000 13610.000 GR 44~.000 13670.000 4~9.500 13700.000 440.000 13730.000 4~0.000 13970.000 439.200 14020.000 GR 4~0.000 14070.030 447.000 14100.000 450.000 14100.000 0.000 0.000 0.000 0.000 FROM HALFF65. INSERTED X3 IN ROB 0.000 0,000 X1 910.500 0.000 0.000 0.000 20.000 20.000 20.000 0.000 · x2 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0,000 0.000 X~ 0.000 0,000 O.OOO 5920.000 0.000 7500.000 0.000 0.000 0.000 0.000 PAGE 6 ~ I~ J 16 o~ I28 i I -'~2J1 .....11 ~1 I I I I I I I I ~C 0.150 0.120 0.050 0.100 0.300 0.000 O.OOO 0.000 O.O00 O.COO FROM HALFF65. INSERTED X3 IN ROB ~ xl 911.530 4B,000 3830.000 41~0.000 100.000 100,000 100,000 0.000 0.000 0,000 x~ C.O00 0.000 0,000 1100,000 0,000 2700,000 0.000 0.000 0,000 0.000 isR ~5.000 1000,000 438,000 1020,0!30 438.000 1100.000 436.000 1130,000 434,000 1150.000 ~ 5R 4~2.000 1220,000 430,000 1250,000 428.000 1270.000 428,000 1290.000 430,000 1~05,000 G~ 4~2,000 1~25.000 43~,000 1365,000 436.000 1450.000 436,~00 1690,000 449.500 1695.000 GR ~49,500 3755.000 440.000 3756.000 440.000 3830.000 430,000 ~840,000 410,000 ~900,000 :.: ~R ~10.000 3928.000 q16.000 39~0.000 430,000 4030.000 434.000 4050,G00 4~6.000 4100.000 S~ 4~8,000 4170.000 440.000 4190.000 440.200 4210.000 440,300 4220.000 449,600 4220,000 :.~ ~49.900 5915,000 435.000 5915,000 4~4,800 5965,000 434.800 5965,600 436.000 6165.000 ~ GR 432.000 6200.000 432,000 6210,000 4]6.000 6220,000 4]6,000 6450,000 4]8,000 6819,000 GR 4~8.000 6519,000 450,000 6820.000 450,000 8295,000 4~8.000 8300,000 438,000 84?5.C00 GR ~40.000 9500=000 450.000 9505,000 450.000 10800.000 0,000 0,000 0,000 0,000 NH 6,000 0.100 3740,000 0.075 4950.000 0,100 4970,000 0,050 5265.000 0,120 ~H bS~O.O00 0,065 9000.000 0.000 0.000 0,000 0,000 0,000 0,000 O.CO0 ~ FROM HALFF65., SPLIT FLOW ENDS UIS FROM 920.971CARROLLTON LANDFILL -NOM EFFECTIVE AREA ENCROACHMENT SET AT STA 29401LOWERED LOB N TO 0.100, -NDM ,075 IN PARK, .065 IN GOLF COURSEICARROLLTON PARK TOPO ADDED -NDM ~ Xl 920.970 54,000 4970.000 5265.000 980.000 550.000 950.000 0.000 0.000 0.000 x~ 0.000 0,000 0.000 2890,000 0.000 3740.000 444.500 0.000 O.O00 0.000 GR 450,000 1000.000 437,000 1005.000 440,000 1400.000 432,000 1900,000 434.000 2260,000 GR 416.000 2270.000 438,000 2495,000 438,~00 R750,000 43~,000 3005,000 437.800 3200,000 GR 438.000 3400.000 440.000 3670.000 440.000 ]765.000 4]8.000 3772.000 436.000 3780.000 GR 434.000 3830.000 432.000 3870.000 432.000 3935,000 434.000 3985.000 436.000 4125,C00 ~ OR 437.300 4309.000 437,300 4310.000 441.000 4675,000 437.300 4950.000 434.000 4970.000 GR 432,000 4995.000 430.000 5050,000 428,000 5070,000 426,000 50~0,000 420.000 5095.C00 GR 410.000 5100.003 410.000 5180,000 420,000 5185,000 424,000 5195,000 426.000 5230,000 ; GR 430.000 5250.000 438.000 5265,000 438.800 5325,000 450,000 5350,000 450.000 OOZ9,000 GR 438,000 6030,000 438,000 6155,000 437,000 6500,000 43B.000 6805,000 438,000 7025,000 GR 436,000 7Z10,000 434.000 ?375,000 434,000 7385,000 436.000 7445,000 436.200 7945,C00 ~ G~ 450,000 7950.000 450.000 8480.000 438.000 8485.000 4]8.500 9000.000 0.000 0.000 CT 7.000 0.000 0.000 0.0~0 0,000 0.000 55800.000 44400,000 0.000 0,000 hH 5.000 0.050 13680.000 0.050 14502.000 0.045 147d3.000 0.040 15730.000 0.085 ~H ZO000.O00 0.000 0.000 O.O00 O.OOO O.OOO 0.000 O.OOO O.OgO O.COO I PAGE ~ 14 JUN 86 9:23:11 ~ ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR. ADDED -NDM Xl 950,000 50,000 14502,000 1478],000 800,000 690.000 903,000 0,000 0,000 D,COO X3 O.OOO 3.000 0.000 12450.000 0.000 15730,000 444.600 0.000 0.000 0.000 OR 450.000 6050,000 442,000 6060.000 '440.800 6335,000 440.700 6860.000 440.000 7170.000 OR 440.000 7720,000 434.000 8350,000 434,000 8625,000 440.000 9410.000 446.700 10380.000 GR 436,000 10~5,000 438.000 11575.000 436.100 11830.000 447,500 12000.000 440.000 12130-000 ~ GR 440,000 12450,000 440.000 15000,000 440,200 13680,000 440.000 14197.000 439,000 14392.000 GR 438,000 14462,000 435,000 14492,000 454,400 14502,000 431.400 14572,000 431-000 14607,000 GR 415.900 14639,000 409,600 14641,000 409,600 14695,000 415.900 14697,000 427,400 14720.000 · OR 429,200 14739,000 430,400 14765,000 440,500 14783.000 440,000 14810,000 441,200 14860.000 GR 440.000 14890,000 438,000 15054.000 438.000 15730,000 438.000 17185,000 437,500 17425.C00 i~ J b 09 IZ8 I I IZJ1 ~ I i ?GE I 7 i i I I I SR 437.500 17685.300 4]8.000 13150,000 4]8,000 18900.000 440,000 19100.000 441.000 19560.000 Gq 442.000 19620.000 443.000 19735.000 444.000 19850.000 4~5.000 19905.000 450.000 20000.600 ~,d 5.000 0.065 13835.000 0.060 14783.000 0.045 ~15050.000 0.040 15700.000 0.005 ~d 2~030.000 0.000 0.000 O.OOO 0.000 0.000 0.000 O.O00 0.000 O.CO0 ADDED F~OM RIVERCHASE MODELICARROLLTON LANDPILL ENCR. ADDED -NOM ~1 937.~00 54.000 14783.000 15050.000 800.000 780.000 780.000 0.000 O.O00 0.000 ×j 0.000 O. O00 0.000 12600.000 0.000 15700.000 444.800 0.000 0.000 0.000 G~ ~38.000 8000.000 438.000 ~920.000 440.000 9230.000 4~0.000 9640.000 4]6.900 9870.000 Go ~C.500 10~00.000 436.500 10700.000 4]8.500 11080.000 458.500 11440.000 445.100 11510.000 G~ ~48.500 11~60.000 452.200 11920.000 457.C00 125~0.000 440.000 12600.000 4~7.000 11165.~00 G~ ~7.500 13335.000 459,500 14115.000 440.000 14510.000 4~0.000 145~5.000 4~9.000 14600.C00 GR ~38.000 14635.000 437.000 14725.000 435.000 14760.000 414.600 147~].000 412.900 14853.600 GR 416.500 14~66.000 414.500 14867.000 414.500 14959.000 416.500 14940.000 450.400 14959.000 GR ~31.800 14970.000 4~1.900 14990.000 440.700 15046.000 440.700 15050.000 441.800 15099.000 GR 441.800 15100.000 4~0.000 15244.000 429.400 15284.000 429.400 15514.000 438.000 15550.000 GR 4~8.000 15700.000 438.000 15700.000 438.800 17120.000 456.500 17300.000 438.000 17460.600 GR 438.000 17650.000 437.600 17850.000 458.000 18040.000 4~9.500 18450.000 439.300 19100.C00 GR 440.000 19400.000 442.000 19805.000 445.000 19915.000 450.000 20000.000 0.000 0.000 NH 5.000 0.060 11950.000 0.0~0 14000.000 0.045 14120.000 0.040 15050.000 0.080 kH 19000.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 AODED FROM RIVERCHASE MODEL/CARRQLLTON LANDPILL ENCR. ADDED -NOM X1 950.970 57.000 14000.000 14~20.000 1~20.000 1~20.000 1320.000 0.000 0.000 0,000 X] 0.000 0.000 0.000 11850.000 0.000 15050.000 445.000 0.000 0.000 0.000 GR 452.800 6000.000 452.400 6100.000 444.300 6~00.000 444.200 6400.000 442.400 6600.000 GR 441.500 6800.000 442.500 7100.000 457.600 7500.000 458.900 8475.000 439.800 9100.000 GR 440.200 9110.000 439.900 9210.000 4~5.100 9700.000 45~.900 10100.000 440.500 10~00.000 GR 440.200 10500.000 441.400 10600.000 445.000 11000.000 442.300 11080.000 440.940 11850.000 GR 4~0.800 11930.000 441.600 11950.000 440.000 11965.000 440.000 13250.000 446.500 11400.000 GR 444.000 13600.000 446.900 13700.000 441.200 1~800.000 442.800 159~0.000 445.200 11970.000 GR 443.000 14000.000 427.000 14135.000 412.700 14175.000 410.600 14190.000 428.000 14215.~00 GR 426.000 14260.000 4~0.000 14300.000 442.500 14320.000 440.900 14444.000 440.900 1~594.000 G~ 429.800 14634.000 429.830 14864.000 459.100 14900.000 439.750 15050.000 440.400 15200.000 Gq 43~.400 15~00.000 439.200 15800.000 438.600 15880.000 4~7.800 16000.000 45~.500 17100.~00 G~ 459.300 17444.000 439.900 17700.000 459.400 17800,000 439.]00 18540.000 441.800 18900.000 GR 445.800 18950.000 444.100 19000.000 0.000 0.000 0.000 0,000 0.000 O.GO0 EJ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14 JUN 86 9:2~:11 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS SANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIHE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ,P.oF 1 CCHV= C,100 CEHV= 0.300 1490 NH CARD USED *SECNO 864.300 " ~q~ PAGE 15 S~:NO CEPTH CWSEL CRIWS WSELK EG HV HL OLDSS BANK ELEV ~ ; ~L09 ~CH QROB ALOB ACH AROE VOL TWA LEFTIR~GHT l TI~E VLO~ VCH VRO~ XNL XNCH XNR WTN ELMIN SSTA SL.SPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST ~Z~O CROSS SECTION 950,9? EXTENDED 1,02 FEET ~,7~ ~NCROACHMENT 5TATIONS= 11850,0 15050.0 TYPE= I TARGET= 3200,000 i ADDED FROM RIVERC~ASE HODELICARROLLTON LANDFILL ENCR, ADDED -NDM · ~50,~7 34o52 445,12 0.00 0,00 445.33 0.21 0,47 0.03 4~3,00 55~00, 5816, Z3~36. 21549. 5066, 5355. 6667. Z82]. 47~. 442.50 0.~] 1.0~ 4.~8 3.55 0.079 0,04~ 0.0~0 0,000 410.60 11~50,00 ( 0.000~29 1320, 1320, 1120, 2 0 0 0,00 6~12,3~ 1~000,00 0 14 JUN 8~ ~:2~:11 PAGE 20 THIS RUN EXECUTED 14 JUN 86 9:23:2] HEC2 RELEASE DATED NOV 76 UPDATED NARC 1982 ERROR CORR - 01-02-03,04,05 MOOIFICATION - 50,51,52,~3,54t55 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 1 OK*S VCH AREA .01 86~.300 0.00 0.00 0.00 410.00 4~200.00 418.~5 0.00 438.41 I .~6 Z.14 2~951.41 864.300 0.00 O.O0 0.00 410.00 55800.G0 4~9.~5 0.00 4]9.72 1.38 2.27 29090.7~ 47~52.34 878.000 1~70.00 O.O0 0.00 412.00 44400.00 418.55 0.00 418.6Z 1.77 2.24 208Z2.98 878.000 1370.00 0.00 0.00 412.00 55800.00 439.8~ 0.00 439.93 1.82 2.38 26211.0~ 41307. ~9 880.000 200.00 0.00 O.OO 412.00 44400.00 4~8.56 0,00 4J8,68 ~.88 3.3~ 17265.C8 2254Q.~3 880.000 200.00 ~.00 0.00 412.00 55800.00 439.8~ 0.00 439.99 ~.63 ].36 22878.71 29274.~4 895,900 1590.00 0.00 0.00 427.00 6000.00 4~8.96 0.00 438.98 0.61 0.00 6146.25 7657.37 895.900 1590.00 0.00 0.00 427.00 9~00.00 440.25 0.00 440.28 0.92 0.00 7126.88 9678.41 " ~ PAGE 19 ; ~ J p o~ 128 t 1zJ1 .....t I t I I i t i I i i I ~05.]00 940.00 C.OO 0.00 428.00 6000.00 439.01 0.00 439.05 1.94 0.00 3780.15 4]06.~0 ~5.]00 940.00 C.O0 0.00 428.00 9300.00 440.]1 0.00 440.38 2.70 0.00 4551.34 5664.21 ~0~.000 270.00 G.O0 0.00 428.00 6000.00 4]9.0] 0.00 439.15 6.69 O.OQ 2138.54 2320.12 90~.000 2?0.00 0.00 0.00 428.00 9300.00 440.3] 0.00 440.5] 9.10 O.O0 2571.26 3083.18 308.690 69.C0 0.00 0.00 430.00 6000.00 4]9.03 0.00 439.36 68.26 0.00 1298.24 726.21 ~08.690 69.00 0.00 0.00 430.00 9300.00 440.3] 0.00 440.81 16.41 0.00 1674.06 106].92 ~0~.700 1.00 446.00 446.00 430.00 6000.00 4]9.0] 0.00 4~9.38 74.52 0.00 1276.27 ~95.06 ~08.700 1.00 446.00 446.00 430.00 9300.00 440.33 0.00 440.82 85.15 0.00 1645.76 1007.81 909.600 90.00 446.00 446.00 430.00 6000.00 439.69 0.00 439.95 50.~5 0.00 1458.09 843°08 909.600 90.00 446.00 44~.00 4]0.00 9]00.00 441.10 0.00 441.49 58.43 0.00 1867.24 1216.61 909.610 1.00 0.00 0.00 4]0.00 6000.00 909.610 1.00 0.00 0.00 4]0.00 9300.00 441.1] 0.00 441.50 51.]4 0.00 1905.20 1297.96 910.000 ]9.00 0.00 0.00 430.00 6000.00 439.97 0,00 640.09 15.83 0.00 2163.09 1508.15 910.000 ]9.00 0.00 0.00 430.00 9]00.00 441.49 OaO0 441.67 19.54 OaO0 2761.97 2103a94 1 14 JUN 86 9:23:11 PAGE 21 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG IOK,S VCH AREA .01K 910.300 ]0.00 449.50 447.00 430.00 6000.00 440.06 0.00 440.14 10.01 0.00 2548.68 1~96.Z5 910.300 ]0.00 449.50 447.00 430.00 9300.00 441.59 0.00 441.7] 13.21 0.00 3104.15 2~58.~8 910.500 20.00 449.50 447.00 430.00 6000.00 440.0~ 0.00 440.16 9.93 0.00 2555.95 1904.41 910.500 20.00 449.50 447.00 450.00 9300.00 441.62 0.00 441.76 13.08 0.00 3114.08 2571.16 911.500 i00.00 0.00 0.00 428,00 6000.00 440.26 O.OO 440.31 23.20 0.00 ]506.86 12~5.81 911.500 100.00 0.00 O.O0 428.00 Q300.00 441.8~ 0.00 441.94 26.81 0.00 4460.82 1795.95 920.970 950.00 0.00 0.00 4]7.80 6000.00 442.45 0.00 442.50 21.48 0.00 3410.17 1294o½6 920.970 950.00 C.O0 0.00 437,80 9]00.00 444.00 0.00 444.06 17.78 0.00 472].02 2205.&5 930.000 903.00 0.00 0.00 409.60 44400.00 442.84 0.00 443.10 5.86 5.14 150~].40 18345.28 930.000 90].00 0.00 0.00 409.60 55800.00 444.3~ 0.00 4~4.54 4a59 4.80 19966.15 26051.26 937.800 7~0.00 C.O0 0.00 414.50 44400.00 44~.~2 0.00 443.44 ~.17 ].45 20~83.96 24949°64 93?.800 780.00 0.00 0,00 414.50 55800.00 444.71 0.00 444.8] 2.99 ].56 24685.70 ]2267.68 ~50.970 1320.00 O.OO 0.00 410.60 44400.00 443.74 0.00 443.96 4.35 4.16 15731.50 21291.06 950,970 1320.a0 0.00 0.00 410.60 55800.00 44~.12 0.00 445.3] 4.29 4.38 20C~7.09 26951.~4 1 14 JUN 86 9:23:11 PAGE 22 ELM FJRK TRINITY RIVER SUNMA;Y PRINTOUT TA]LE 150 SECNO Q CWSEL OIFWSP DIFWSX DIFKWS TOPWID XLCH ~54,]00 44200,00 418,]5 0,00 0,00 0,00 3949,72 0,00 ~6~.300 S5800,00 419,65 1,30 0,00 0,00 ]956.94 0,00 ~78,000 44400,00 458,55 0,00 0,20 0,00 3993,12 1370,00 ~7a,O00 55800,00 439,a5 1,31 0,20' 0,00 4165,73 1370,00 860,000 44400,00 438,56 0,00 0,02 0,00 414],69 200,00 560,000 55800,0~ 4]9,88 1,32 0,03 0,00 4301,05 200,00 595,900 6000,00 438,96 0,00 0,40 0,00 762,00 1590,00 895,900 9]00,00 440,25 1,29 0,37 0.00 762,00 1590,00 905,]00 6000.ao 439,01 0.00 0,04 0.00 587,06 940,00 90~,300 9300,00 440,]1 1,30 0,06 0,00 594.95 9~0.00 90a,ooo 6000,00 439,0] 0,00 0,02 0,00 ]35,27 270,00 908,000 9]oo,ao 440,33 1,30 0,02 0,00 ]35,36 270,00 90a,690 6coo,co 459,0] 0,00 0,00 0,00 288,10 ~9,00 908,690 9]00,00 440,]5 1,30 0,00 0,00 291,98 59,00 908,700 6000,00 439,05 0,00 0,00 0,00 288,11 1,00 908,700 9]00,00 440,]3 1,29 0,00 0,00 292,00 1,00 909,600 6000,00 439,69 o,oo 0,65 0,00 290,05 90,00 909,600 9300,00 441,10 1,42 0,77 0,00 294,30 90,00 909,610 6000,00 439,71 0,00 0~02 0,00 290,09 1,00 ~09.610 9]00,00 441,15 1,42 0,03 0,00 294,35 1,00 910,000 6000.00 439,97 o.oo 0,27 0,00 ]38,90 39,00 910,000 9]00.00 441,49 1,57 0,]7 0,00 ]95,]6 ]9.00 ~10,300 6000,00 440,06 0,00 0,08 0,00 357,46 30,00 910,]00 9500,ao 441,59 1,5] 0,10 0,00 ]64,91 30,00 910,s00 6000,ao 440,08 0.00 0,02 0.00 357,5~ 20,00 910,500 9300.00 441,62 1,54 0,03 0,00 3~4,99 20,00 911,500 6c00,00 440,26 0,00 0,19 0,00 591,42 100,00 911,500 9300,00 441,88 1,61 o,2b o,oo 592,05 100,00 920,970 6000,00 4~2,45 0,00 2,19 0,00 850,00 950,00 920,970 9300,a0 444.00 1,55 2,13 0,00 8so,oo 950,00 930.000 44400.00 442,84 0,00 0.39 0,00 ]280,00 90],00 9~O.O00 S5800.00 444.33 1.49 0.33 0.00 3280.00 90].00 PAGE 23 1 ~ 1~ Jdrl 86 9:23:11 ~i 5ECNO Q CWSEL 0IFWSP DIFWSX DIFKW5 TOPWID XLCH 937.a00 44400.00 443.]2 0.00 0.48 0.00 3100.00 780,00 · ~ 9~7,~00 55800,00 444,71 1,39 0,38 0,00 ~130,00 780,00 · ~50.970 44400.00 4~.74 0.00 0.42 0.00 27~3.03 1320.00 · ' 950,970 55800,00 445,12 1,~7 0,41 0,00 6912,59 1~20,00 P~GE 24 1 ,.- 1~ JUN 86 9:2]:11 · · SUMMARY OF ERRORS AND SPECIAL NOTES PAGE I (; I 14 J~N 86 9:23:25 THIS RUN EXECUTED 14 JUN B6 9:2~:25 HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - 01,02,0],04-05 MODIFICATICN ' 50,51,52,53-54-55 ER t UNEXPECTEC END OF FILE A:~RT IN SU?ROUTINE H2MAIN I ' 14 JUN 85 09:26:47 ~512J136*W1 110 PAGE 1 ~ ********************~**********tt,t,t, " , 1,,,"****'********'**'*'*****************'************ ALT~I 300'/260'/200' , u,s. ARMY CORPS OF ENGINEERS · w~TER SURFACE PROFILES " , THE ~yOROLOGIC ENGINEERING CENTER , V~SION OF NOVEMBER 1976 * " · 609 SECOND STREET, SUIIE D J · UF'3ATED MARCH 1952 PLOTFILE VERSION * · · BRIDGES-CHANNEL · DAviS, CALIFORNIA 9S616 , , (916) 4~0-2105 (FTS) 448-2105 · ~UN DATE 14 JUN 86 TIME 9:26:29 * ************************************** X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX PAGE 14 JUN 86 9:26:29 THIS RUN EXECUTED ***M~******************~*******~******w******w*k** REC2 RELEASE DATEO NOV 76 UPDATED MARC ERROR CORR ' C1,02,03,04,05 MODIFICATION ' 50,51,52,53,54-55 ,~***~*****t*****~W***~**t***** C ~ T1 ELM FORK MODEL WITH PROP. BRIDGES ]00',260',200' "ELMPRBRC" 12 UPDATED BY DLJ AND WLW 3186 FROM BELTLINE ROAD "ELMPROBR" EX. REV.4/2/86 T] ELM FORK TRINITY RIVER WITH LEVEE/FILL PROJECTS EX. 0100=04400 CFS ~ & WSEL FQ i J1 ICHECK INQ NINV IDIR STRT METRIC MVINS Q ~ -1. 8. 0- 0- 0.000000 0.00 0.0 0. 458.350 0.000 ! CHNIM ITRACE ~ J2 NPROF IPLQT PRFVS XSECV XSECH FN ALLDC 1.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 O.OOO O.GO0 · J~ VARIABLE CODES FOR SUMMARY PRINTOUT 150.000 0.000 0.000 0.000 0.000 0.000 O.OOO 0.000 0.000 0.000 ~ 1~ JUN 8~ 09:26:47 8512J136,Wl 110 PAGE CT 7.000 16500.000 30200.000 37400.000 37400.000 59500.000 55800.000 44200.000 0.000 O.CO0 ,.C C.075 0.070 0.0~5 0.100 0.300 0.000 0.000 0.000 0.000 O.O00 !,~ 8.000 0.050 99~].C00 0.035 10355.000 0.050 10700.000 0.100 10740.000 0.050 ~ ~.~ lg~0.000 0.100 11660.000 0.050 13474.000 0.035 13890.000 0.000 0.000 O.GO0 MODEL DEVELOPED EASED ON CURRENT FIS MODEL OF 3/86 - FILE -NDM "ELMBLTR" (NATURAL RUN) AND "ELMBLFWR" (FLOODWAY RUN) -NDM ~ AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE*' ELMFISXR". NOM FROM HALFF65. REVISED TO REFLECT IFC~III O°FLOW SWALE -HALFF · PROPOSED BELTLINE ROAD FILE "ELMPROBR" WAS DIVIDEg INTO -NDM INTO A RIGHT# CHANNEL AND LEFT COMPUTER MODEL -NDM Xl 854.30G ]5.000 10740,000 10950,000 2300.000 2200.000 2430.000 0,000 0.000 0,000 ( GR 445.000 9900.000 436.000 9925.000 435.B00 9983.000 42~.450 10020.000 423.450 10320.000 ~R 435.000 10155.000 435.000 10156.000 435,000 10357.000 4]5.000 10500.000 436.000 10550.000 GR ~6.800 10700.000 43~.000 10740.000 434.000 10760.000 432.200 10790.000 423.200 10820.000 ~ G~ ~11,000 10540.000 410.000 10900.000 421.000 10920.000 428.000 10970.000 4]6.000 109~0.000 GR 436.500 11060.000 43~.000 11300.000 436.700 11400.000 43~.000 11700.000 4~4.000 12200.000 GR 4]~.000 13474.000 425.500 13508.000 424.100 13649.000 424.100 11661.000 425.500 13801.000 ~ GR 4]0.400 13821.000 431.800 13850.000 446.200 13890,000 O,OOO O.OOO 0.000 0.000 NH 8.000 0.035 1385.000 0,050 2260.000 0.100 2325.000 0.050 2625.000 0.100 ~"' NH 2900.000 O.OSO 3000.000 0.0~0 4762,000 0.035 5199.000 0.000 0.000 O.CO0 QT 7.000 16S00,000 30200,000 37400.000 57400.C00 59500.000 55800,000 44400.000 0.000 O.CO0 xl 878.000 37.000 2325.000 2625.000 1200.000 1400.000 1370.000 0.000 0,000 0.~00 GR 445.000 1000.000 424.000 1062.000 424.000 1~62.000 431.500 1385.000 431.500 1385.G00 GR 434.000 1565.000 4]4.000 1565.000 43~.000 1565.000 436.000 1650.000 436.000 2125.000 GR 438.000 2260.000 439.000 2325.000 430.000 2]50.000 412.000 2390.000 412.000 2450.000 ~ GR 421.000 2470.000 4~0.000 2540.000 432.000 2555.000 4]4.000 2575-000 436.000 2590.000 1 PAGE 14 JUN 86 9:26:29 GR 4~8.000 2610.000 439.000 2625.000 438.000 2900.000 4]7.400 3000.000 4~6.500 3500.000 ~ GR 436.000 3650,000 436,000 4000.000 435.600 4200.000 4~6.000 4500.000 436.000 4762.000 GR 425,700 ~80].000 424.300 494~.000 424.300 4956,000 425,700 5109,000 433.8]0 51~5.G00 GR 4]5.000 5168.000 446.600 5199.000 0.000 0.000 0,000 0.000 0.000 0.000 ' hH 8.000 0.050 1120.000 0.050 2260.000 0.100 2]25.000 0.050 2625.000 0.100 ~H 2900.000 0.050 ~G00.000 0.0~0 4762.000 0,035 5199.000 0.000 0.000 0.000 ~ FROM HALFF65. FB-C SWALE ENOS ~ N END OF FB-C LEVEE. REVISED TO REFLECT IFCDIII O'FLDW SWALE & LEVEE. NOTE "N" VALUE TO R~FLECT RACE TRACK AND TOWERS IN FLOODWAY J Xl 880.000 32.000 2325,000 2625,000 200.000 200,000 200,000 0.000 0.000 0,000 GR 4~8.000 880,000 438.000 1080.000 426.500 1200.000 4~6.000 1~20.000 436.000 2125.000 GR 4]8.000 2260.000 439.000 2325.000 4~0.000 2~50.000 412.000 2390.000 412.000 7450.000 ~ GR 421.000 2470.000 430.000 2540.000 432.C00 2555.000 4]4.000 2575,000 436,000 2590.000 GR 4]8.000 2610.000 439.000 2625.000 433.000 2900.000 437.400 ~000,000 4~6.500 3500.000 GR 4]6.000 3650.000 436.000 4000.000 435.600 4200.000 436.000 4~00.000 436.000 4767.000 ~ GR 425.700 480~.000 424.300 4944.000 424.300 4956.000 4~5.700 5109,000 433.800 5145.000 GR ~35.000 5168.000 446.600 5199.000 0.000 0.000 0.000 0.000 0.000 0.000 ~ GT 7.000 0.000 0.000 0.000 0.000 0.000 31400.000 28800.000 0.000 0.000 NM 7.000 0.050 4670.000 0.100 4740.000 O.OSO 4997.000 0.100 5042.000 0,080 14 Ju~ ~6 09:25:47 8512J116,W1 110 PAGE ~,, )7~2.000 9.050 6071.000 0.055 7515.C00 0.000 0.000 0.000 0.000 O.GO0 SYN. X-SEC TAKEN FROM 1"=400' TOPO AND FE-C AND IFCDII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY ~ 5HOW50'EANK CLEARING BOTH 5IDES, FB-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREA5 WERE BLOCKED OUT DUE TO THE EFFECT -NDM ~ OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV 450. -NOM FLOW SPLIT MODEL 5TART5 AT CROSS SECTION 895.9 -NDM xl ~5.900 62.000 47~0.000 4997.000 1060.000 6t0.000 1590.000 0.000 0.000 O.CO0 ~ ~5 0.000 0.000 0.000 ]500.000 0.C00 5100.000 0.000 0.000 0.000 0.000 X~ 1.000 450.000 4429.900 0.000 0.000 0.000 0.000 0.000 0.000 O.CO0 G~ ~2.300 1000.000 442.~00 1998.000 438.200 2023.000 438.000 20~0.000 456.000 2100.000 : GR ~4.000 2110.000 432.000 2110.000 432.000 2160.000 4]0.000 2170.000 428.000 2185.000 GR ~27.000 2210.000 428.000 2255.000 ~]0.000 2245.000 4~2.000 2260.000 434.000 22?0.000 ~R ~]4.000 2~00,000 4]0.000 2116.000 4$0.000 277~.000 4]6.200 2820.000 450.000 2820.000 e GR 4]8.000 4430.000 438.000 4670.000 436.000 4740.000 4]4.000 ~765.000 452.000 4?80.000 GR 4]0.000 4790.000 428.000 4~00,000 410.000 4875.000 410.000 49~5.000 428.000 49B0.C00 GR 4~G.000 4990.000 438.000 4997.000 4]9.000 5042.000 4]7.600 52]5.000 438.000 5280.000 · GR 4]6.000 5286.000 4]6.000 5292.000 436.000 5311.000 4]6.000 5117.000 4]8.000 5]45.000 GR 4]8.000 5]54.000 438.000 5186,000 436.000 5400=000 438,000 5447.000 419,100 5509.000 GR 418,000 5564.000 436.000 5584.000 416.000 560].000 ~]5.]00 5696.000 4]5.500 5782.000 a, GR 4]5.200 6071.000 425.900 6108.000 424.500 6250.000 424.500 6262.000 426.000 6402.000 GR 428.000 6580,000 429.000 72~5.000 4]0.000 7]04.000 4]5.000 7]22.000 4]6.000 7]52.000 GR 442.000 ?]7].000 442.100 7513.000 O.OOO 0.000 0.000 O.OOO 0.000 0.000 QT 7.000 O.O00 0.000 0.000 0.000 O.O00 38900.000 J]lO0.O00 O.O00 0.000 NH 5.000 0.050 4895.000 0.100 495~.000 0.050 5110.000 0.100 5200.000 0.050 ~ NM 7712.000 0.000 0.000 0,000 0.000 0,000 0.000 0.000 0.000 0.000 1 PAGE 14 JUN E6 9:26:29 SYN X-SEC TAKEN FROM 1"=400* TOPD AND FB-C AND IFCDI~I PLANS ~ NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOWS O°BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON ~RANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS _ INEFFECTIVE FLOW AREAS WERE BLOCKEO OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAD AND RR USING GR CARDS AT ELEV 445. AN0450.0 -NOM ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX. SWALE -NDM ~ FLOW SPLIT DIS OF THIS SECTION CONSIDERS WEIR FLOW OVER -NOM LEDBETTER ROAD TO THE OVERFLOW SWALE -NDM Xl ~35.300 61.000 495].000 5110.000 600.000 1015.000 940.000 0.000 0.000 0.000 j XJ 0.000 0.000 0.000 4000.000 0.000 6500.000 0.000 0.000 0.000 0.000 X4 1.000 4~6.400 2418.000 0.000 0.000 O.OOO 0.000 0.000 0.000 0.000 GR ~2.800 1000.000 442.~00 ~000.000 4)8.500 2026.000 436.000 2100.000 4]4.000 2120.C00 ~ GR 432.000 2220.000 4~0.000 22]3.000 428.000 2265.000 428.G00 22~8.000 428.000 2290.000 GR ~SC.O00 2~0~.000 432.000 2~14.000 L]2.000 2j45.000 4]4.000 2]56.000 4]6.000 2~62.000 GR 430=000 2440.000 450.000 2586.000 4~6.000 2610.000 450.000 2610=000 450.000 4180.000 e GR 450,000 4?70,000 440.000 47T0,000 458,400. 4810,000 4]8,400 4895,000 440,000 4914,000 GR 440.000 4953,000 430,000 4963.000 428.000 49?1,000 410,000 50~0,000 410,000 50~8,000 GR 414.000 5085,000 416.000 5089.000 418.000 5093.000 420.000 5096.000 422.000 5102.000 · GR 424.000 5105=000 426,000 5110.000 428.000 5158.000 430.000 5200.000 4]2.000 5240.000 GR 434.000 5265.000 436.000 5286.000 4]8.000 5290.000 438.000 5]00.000 438.000 5~85.000 , ~; 1~ J,j~ 86 39:26:47 8512J136*W1 110 PAGE ~ C~ 445.000 5385.000 4~5.000 5855.000 445.000 616].000 445.000 6203.000 444.]00 6223.000 C~ 444.330 6625.000 444.G00 6628.000 450.000 7024.000 435.2,]0 7025.000 435.200 7070.000 C~ 4]~.000 7185.000 434.G00 7205.000 434.200 7380.000 4]5.500 7590.000 442.000 7620.000 ~ (!R 442.800 7712.g00 0.000 0.000 O.CO0 0.000 0.000 0.000 0.000 0.000 ~H 5.000 0.050 1450.000 0.050 3830.000 0.050 4190.000 0.050 4250.000 0.C50 ~i ~,.~ ~35.000 0.000 0.000 0.000 O.O00 0.000 0.000 0.000 0.000 0.000 k. CARD REVISED ~0 INCLUDE S~CHR (4030 CHANGED TO 4190) ...... NOM 4/1/86 INEFFECTIVE FLOW AREAS ON THE RIGH~ SIDE D/S OF BELTLINE RD NDM ?: W~RE SET FROM THE BRIDGE TO THE EX. SWALE AT ELEV. 44~. NDM FROM HALFF65, INSERTED X3 IN ROB Xl gO8.OOO 40.000 3830.C00 4190.000 250.000 200,000 270.000 0.000 0,000 O,CO0 ~] o.ooa 0.000 0.000 3000.000 0.000 5000.000 0.000 0.000 0.000 o.coo x4 1,000 ~49,500 ]800,c00 0,000 0,000 0,000 0.000 0,000 0,000 o,aoo GR 445.000 1000.000 438.000 1100.000 436.000 1130.000 4~4.000 1150.000 432.000 1220.C00 ~ C~ ~SC.OOG 1250.000 428.000 1270.000 428.000 1290.000 4]0.000 1305.000 432.000 13~5.000 GR 4~4.000 1365.000 434.000 13o5.000 435.100 1450.000 449.500 1~51.000 449.500 1500.C00 GR 440.000 ~805.000 440.000 38~0.000 430.000 ]840.000 410.000 3900.000 410.000 3928.000 ~ GR 416.000 3980.000 430.000 40~0.000 4]4.000 4050.000 436.000 4100.000 438.000 4170.C00 GR 440.000 4190.000 449.000 4190.000 449.500 4250.000 449.500 6084.000 435.500 6085.000 GR 4]5.500 6100.000 4]5.500 6101.000 436.000 6165.000 432.000 6200.000 4]2.000 6210.000 .m. GR 436.000 6220=000 436.000 6]40.000 437.000 6341.000 437.000 68g0.000 450.000 6881.000 ~C O.0BO 0.080 0.050 0.300 0.500 0.000 0.000 0.000 0.000 0.000 Xl 908.690 60.000 S790.000 4050.000 69.000 69.000 69.000 0.000 0.000 0.000 X3 C.O00 0.000 0.000 3000.000 0.000 5000.000 0.000 0.000 0.000 0.000 GR 446.000 1000.000 446.000 1119.000 443.000 1120.000 437.000 1129.000 434.300 1218.500 i:~' GR 434.300 1221.000 434.000 1230.000 4]4.000 1250.000 434.000 1230.000 432.000 1245.000 GR 43C.090 1255.000 450.000 1285.000 432.000 1290.000 4]4.000 1300.000 434.500 1319.000 6R 434.600 1321.500 437.000 1411.000 4~7.000 1411.000 4~3.000 14Z0.000 443.000 1420.C00 :! GR 446.000 1421.000 446.000 3780.000 446.000 ~790.000 443.000 3790.000 440.000 ~815.000 GR 430.000 ~840.000 418.700 3874.000 417.800 3876.500 410.000 ~900.000 410.000 3950.000 GR 415.600 3964.000 416.600 3966.5~0 4]0.000 4000.000 4~4.000 4020.000 440.000 4040.C00 1 PAGE 14 J~N 86 9:26:29 ' GR 44].000 4050.000 446.000 4050.000 446.000 4080.000 446.000 4085.000 446.000 5670.000 GR 446.000 6119.000 443.000 6120.000 437.000 6129.000 4~6.200 618~.500 436.200 6186.000 ~ GR 4]6.000 6198.000 433.000 6210.000 43~.000 6230.000 436.000 6242.000 436.200 6254.G00 GR 4]6.200 6256.500 457.000 6311.000 443.000 6320.000 446.000 6321.000 446.000 8405.C00 GR 446.000 8410.000 44~.C00 89~0.000 446.000 9340.000 446.000 9545.000 446.000 11050.C00 xl 908.700 0.000 0.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 xZ 0.030 0.300 0.000 0.000 O.OOO 0.000 1.030 0.000 0.090 0.000 x3 0.000 0.000 0.000 3000.000 0.000 5000.000 O.O00 0.000 O.O00 0.000 ~T -]8.000 1000.000 446.000 446.000 1119.000 446.000 446.000 11Z0.000 446.000 443.C00 0.000 1218.500 446.000 443.000 1218.500 446.000 454.~00 12Z1.000 446.000 434.300 · 0.000 1221.000 446.000 443.000 1319.G00 446.000 443.000 1319.000 446.000 434.500 0.000 1321.500 446.000 4]4.600 1521.500 446.000 443.000 1420.000 446.000 443.000 0.000 1421.000 446.000 446.000 ]790.000 446.000 446.000 ]790.000 446.000 44~.000 · 0.000 ]874.000 446,000 44S.000 3874.G00 446.000 418.700 3876.500 446.000 417,800 0.000 3876.~00 446.000 443.000 ]964.000 446.000 443.000 3964.000 446.000 415.600 ~ll 1~ JLN ~6 ~9:2~:47 8512J1~6*W1 110 PAGE 5 C,000 3966,500 446,000 416.600 ]~66,500 446,000 44].000 4050,000 446,000 44],000 ~,000 4050,000 446.000 4~6,000 6119,030 446,000 446,000 6120,000 446,000 44],000 0,090 618].500 4~6,C00 443,000 6183,530 446,000 436,200 6186,000 446,000 436,200 ~ C,000 6186,000 446,000 443,000 6254,030 446,000 443,000 6254,000 446,000 4~6,200 C,000 6Z56.500 4~6.000 4]6,200 625~,500 446,000 443,000 63~0,000 446,000 443,000 0,000 6S21,000 446,C00 446,000 110]0,0~0 446,000 446,000 0,000 0,000 O,CO0 ~ xl 909,600 0,000 0,000 0,000 90,000 90,000 ~0,000 0,000 0,000 O,CO0 ~? C,030 0,000 0,000 0,000 0,000 0,000 1,000 0,000 0,030 O,CO0 ~ ~3 C,000 0,000 O,CO0 ~OOO,O00 0,000 5000,000 0,000 0,000 O,O00 O,CO0 Xl 9~9,610 0,300 0,000 0,000 1,000 1,000 1,000 0,000 0,000 0,000 c X~ O.O00 0,000 0,000 ]000,000 0,000 5000,000 0,000 0,000 0,000 O,O00 FROM HALFF65, IN&ERTEO X] IN ROB ~ Xl 910,000 40,000 3740,000 40~5,000 ]9.000 ]9,000 39,000 0,000 0,000 O,O00 X] C,O00 0.000 O,OOO 3000,000 0,000 5000,000 0,000 0,000 0,000 0,000 x4 3,00~ 440,000 1125,000 4]4,500 1126.000 440,000 1415,000 0,000 O,O00 O,CO0 ~ GR 449,500 1000,000 4~9,500 1075,000 435,800 1076,000 4]4,000 1200,000 4]0°000 1250,000 GR ~30,000 1100,000 4]4,000 1170,000 436,000 1400,000 440,000 1470,000 449,500 1476,000 GR 449,500 ~725,000 442,000 37]0,000 442,000 ]740,000 440,000 3760,000 4]8,000 3800,000 ' GR 4J0,000 ]840,000 410,000 3900,000 410,000 3950,000 430,000 4000,000 4]4,000 4010,000 GR ~8,000 4035,000 438,000 40~5,000 449,500 4050,000 450,000 5610,000 450,000 5615,000 GR 450,000 6084,000 434,300 6085,000 434,000 6190,000 43],000 6200,000 413,000 6Z50,000 __ GR 43~,800 6S10,000 4]4,000 ~3]0,000 434,900 66]0,000 450,000 66]5,000 450,000 8150,000 GR 4~7,500 8155,000 4]8,000 9000,000 4]9,000 9280,000 450,000 9285,000 450,000 10265,000 ~.' FROM HALFF65, INSERTED X3 IN ROB X1 910,300 5~,000 8580,000 8840,000 ]O,CO0 ]0,000 SO,O00 0,000 0,000 0,000 X3 0,000 0,000 0,000 7500,000 0,000 9500,000 O,OOO 0,000 0,000 O,OOO ~ 8T 8,000 5900,000 449,500 446,500 6300,000 449,500 446,500 8580,000 449,500 446,500 BT ~8~0,000 449,500 446,500 10460,030 450,~00 447,000 11480,000 450,000 447,000 1~190,000 ET ~50,000 447,000 1410~,000 450,000 447,000 0,000 0,090 0,000 0,000 0.000 * GR 449,500 5900,000 4~6,500 ~900,000 438,000 5930,000 416,000 59~0,000 4]6,000 5970,000 ~R 434,000 5980,000 432,000 6020,000 4]0,000 6090,000 430,000 6150,000 432,000 6200,~00 GR 4]4,000 6220,000 4]6,000 6Z50.000 438,000 6270,000 440,000 62~0,000 446,500 6]00,000 ~ GR 449,500 6300,000 449,500 8580,000 446,500 8580,000 4]0,000 8590,000 410,000 8650,000 GR 410,000 8700,000 4]0,000 8760,0~0 434,000 8770,000 418,000 8800,000 446,500 8840,000 1 PAGE ~ 14 JUN 86 9:Z6:29 ~ GR 449,500 8840,000 450,000 10460,000 4~0,000 10~60,000 450,000 10470,000 450,000 10809,000 GR 450,000 10849,000 436,100 10850,0~0 4]6,700 10950,000 4]5,000 110Z0,000 4]Z,O00 11010,000 GR 414,000 11080,000 436,000 11100,000 416,C00 11~10,000 438,000 11410,000 450,000 11445,000 ( GR 450,000 11480,000 450,000 114~0,000 450,000 1~190,000 447,000 11190,000 440,000 15Z~0,000 GR 4J8,000 1~]10,000 4]8,000 11460,000 440,000 11465,000 442,000 1~490,000 442,000 11610,000 GR 440,000 13670,000 439,500 11700,000 440,000 1~710,000 440,000 11970,000 439,200 14020°000 e GR 440,000 14070,000 447,000 14100,000 450,000 14100,000 0,000 0,000 0,000 0,000 FROM HALFF65,' INSERTED X] IN ROB J X1 910,500 0,000 0,000 0,000 20,000 20,000 ZO,O00 0,000 0,000 O,CO0 X2 0,000 0,000 0,C00 0,000 0,000 0,000 1,000 0,000 O,O00 0,000 S ~ 14 JUN 8~ 09:26:47 ~512J136*W1 110 AGE X3 0.000 0.000 0.000 7500.000 0.000 9500.000 0.000 0.000 0.000 O.GO0 NC 0.150 0.120 0.050 0.100 0.300 0.000 O.OOO 0.000 0.000 0.000 ~ FROM HALFF65. INSERTED X3 IN RO~ X1 911.500 4B.OGO 3830.000 4190.0~]0 100.000 100.000 100.000 0.000 0.000 O.GO0 x3 C.000 0.000 0.000 2700.000 0.000 5000.000 0.000 0.000 0.000 0.000 ~ GR 4~5.000 1000.000 438.000 1020.000 438.000 1100.000 436.000 1130.000 434.000 1150.000 GR ~32.000 1220.000 430.000 1250.000 428.000 1270.000 428.000 1290.000 430.000 1305.~00 GR 432.000 1325.000 434.000 1365.000 436.000 1450.000 436.600 1~90.000 449.~00 1695.~00 ~ SR ~49.500 3755.000 4~0.000 3756.000 440.C00 38~0.000 430.000 3840.000 410.000 3900.000 GR 410.000 3928.000 416.000 3~80.000 430.000 40]0.000 434,000 40~0.000 436.000 4100.~00 GR 438.000 4170.000 440.000 41~0.000 440.200 42~0.000 440.300 4220.000 449.600 4220.000 ~ GR 449.900 5915.000 435.000 5915.000 434.800 5965.000 434.800 5965.000 436.000 6165.000 GR 432.000 6~00.000 43Z.C00 6210.000 436.000 6220,000 4~6.000 ~450.000 438.000 6819.000 GR ~38.000 6~19.000 450.000 ~820.000 450.000 8295.000 438.000 8300.000 438.000 8475.000 ~ GR ~40.000 9500.000 450.000 9505.000 450.000 10800.000 0.000 0.000 0.000 O.GO0 NM 6.000 0.t00 3740.000 0.0~5 4950.000 0.100 4970.000 0.050 5265.000 0.120 ~ NH 6520.000 0.065 9000.000 0.000 0.000 0,000 0.000 0.000 0.000 O.CO0 FROM .ALFF65., SPLI~ FLOW END U~S FROM 920.97/CARROLLTON LANDFILL EFFECTIVE ~REA ADDED ~T STA 2940/LEFT 08 N LOWERED ~0 0.100, ---NDM "' .075 IN PARK, .065 IN GOLF COURSE/CARROLLTON PAR~ TOPO ADDED ---NOM X1 920.970 54.000 4970.000 5265.000 980.000 5S0.000 950.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 3740.000 0.000 5500.000 0.000 0.000 0.000 0.000 _ GR 450.000 1000.000 437.000 1005.000 ~40.000 1400.000 432.000 1900.000 434.000 2260.C00 GR 436,000 2~70.000 438.000 24~5.000 438.200 2?50.000 438.000 3005.000 437.800 ~ZO0.O00 GR 438.000 3400.000 440.000 3670.000 440.000 3765.000 438.000 377~.000 436.000 3780.000 ~ GR 434.000 3~30.000 ~32.000 3870.000 ½32.000 3935.000 434.000 3985.000 436.000 4125.000 GR 437,300 4309.000 437.300 4310.000 441.000 46?5.000 4~7.300 49~0.000 414.000 4970.000 GR 432.000 4995.000 430.000 5050.000 428.000 50~0.000 426.000 5080.000 420.000 5095.000 ~ GR 410.000 5100.000 410.000 5180.000 420.000 5185.000 424.000 5195.000 426.000 5230.000 GR 430.000 5250.000 438.000 5265.000 438.800 5325.000 450.000 5130.000 450.000 6029.000 G? 438.000 6039.000 438.000 5155.000 437.000 6500.000 438.000 6B05.000 438.000 7025.C00 ~ GR 436.000 7210.000 434.000 7375.000 434.000 7385.000 436.000 7445.000 436.200 ~945.000 GR 450.000 7950.000 450.000 8480.000 438.000 8485.000 438.500 9000.000 0.000 0.000 _ QT 7.000 0.-000 0.000 0.000 0.000 0.000 55800.000 44400.000 0.000 0.000 NH 5.000 0.050 13680.000 0.050 14502.000 0.045 147~3.000 0.040 15730.000 0.08~ NH 20000.000 0.000 0,000 0.000 0,000 0.000 0.000 0.000 0.000 O,CO0 ~4 JUN 86 9:26:29 PAGE ADDED FROM RIVE~MASE MODEL/CARROLLTON L~NDFILL ENCR. +PARK X1 9]0.000 50.000 1450Z.000 1478].000 800.000 690.000 903.000 0.000 0.000 O.CO0 ~ X3 0,000 0.000 0.000 12450.000 0.000 15730.000 444.600 0.000 0.000 0.000 GR 450.000 ~950.000 442.000 6060.000 440.~00 633S.000 4~0.700 68~0o000 440.000 2170.~00 GR 440.000 7720.000 434.000 8350.000 434.000 86Z5.000 440.000 9410.000 446.700 10~80.000 ~' GR 436.000 10885.000 438.000 11575.000 436.100 11830.000 447.500 12000.000 440.000 12130.000 GR 440,000 1~450.000 440.000 13000.000 440.200 136~0.000 440.000 14197.000 439.000 ~4192.000 ~ G~ 438.000 14462.000 435.000 14492.000 434.400 14~02.000 431.400 14572.000 4~1.000 14607.000 GR 415.900 14639.000 409.600 14641.000 409,600 14695.000 415.900 14697.000 427.400 14720.000 GR 4Z9.200 14739.000 430.400 14~65.000 440.500 1478~.000 440,000 14~10.000 441.200 14860.000 4,, 1~ JUN 86 09:2~:47 8512J136*W1 110 PAGE 7 GR 440.000 14590.000 438.000 15054.000 438,000 15730.000 4~8.000 171~5.000 4]7,500 17425.C00 GR 437.500 17685.000 438.000 18110.000 438.000 1~900.000 440.000 19100.000 441.000 19350.000 GR 442.000 19520.000 443,000 19735.000 444.000 1~850.000 445,000 19905.000 450,000 20000.000 f NH 5,000 0,065 11835.000 0.060 14753.000 0,045 15050.000 0,040 15700.000 0.085 NH 20C0C.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0,000 0.000 e ADDED PROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. +PARK ---NDM X1 937.80C 54,000 147~3.C00 15050.000 800,000 780,000 7~0.000 0.000 0,000 0,000 X3 0.000 0,000 0,000 12600.000 0.000 15700.000 444,800 0,000 0,000 0,000 · GR ~8,000 8000.000 438,000 8920.000 440,000 92~0,000 440.000 9640.000 436,900 98?0,000 GR ~40.500 10500.000 436,500 10700.000 438.500 11080.000 438.500 11440.000 445,100 11510.000 GR ~48.500 11~60.000 4~2,200 11920.000 457.000 125~0.000 4~0,000 12600.000 4]7,000 131~5,000 ~ GR 4~7.500 13835.000 439.500 14315,000 440.000 14510.000 440.000 145~5.000 439,000 14~00.~00 GR 438.000 14635.000 437.000 14725.000 435.000 14760.000 434,600 14783.000 432,900 14833.000 GR 416.500 14~66.000 414.500 14867.000 414,500 14939.000 416.500 14940.000 430,400 14959.000 ~' GR 431.800 14970.000 4~1,900 14990.000 440,700 15046.000 440,700 15050.000 441,800 15099.000 GR 441.800 15100.000 440.C00 15244.000 429,400 15284.000 429.400 15514.000 438,000 15550.000 GR ~3~.000 15F00,000 438.000 16700.000 438.800 17120.000 436,600 17300.000 4~8.000 174~0.000 · GR 4]8.000 1~650.0~0 4~7,600 17830.000 4]8.000 180~0,000 439.500 18450.000 439.]00 19100.000 GR 440.000 19400.000 442,000 19805.000 445,000 19915.000 450,000 20000.000 0,000 0,000 NH 5,000 0,060 11950.000 0.080 14000.000 0,045 14320.000 0.040 15050.000 0.~80 NH 1900C.000 0,000 0,000 0.000 0.000 0,000 0,000 0,000 0,000 0,000 ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. ADDED ---NDM ,e, Xl 950,970 57,000 14000.000 14320.000 1120.000 1320.000 1320.000 0,000 0,000 0,000 X] 0.000 0,000 0,000 11850.000 0,000 15050.000 445.000 0,000 0.000 0,000 GR 452.800 6000.000 452,400 6100.000 444,300 6300.000 444.200 6400.000 442.400 6600.000 C GR 441.500 6~00,000 442.500 7100.000 43~.600 7500.000 43M.900 84~5,000 419,800 9100.000 GR 440.200 9110.000 439.900 9210.000 435,100 9700.000 438.900 10100.000 440.500 10500.000 GR 440.200 10500.000 441.400 10600.000 445.000 11000.000 442,300 110]0,000 440,940 11850.C00 -~ GR 440,800 11930.000 441.600 11~50.000 440.000 11965.000 440.000 13250.000 446.500 13400.000 GR 444,000 13600.000 446.900 13F00,000 441,200 13800.000 442.800 13940.000 445.200 13970.000 ~; 443,000 14000.000 427.000 14135.000 412.700 1A175.000 410.600 14190.C00 428.000 14735.000 GR ~26.00~ 14260.000 430.000 14300.000 ~42,500 14320.000 440.900 14444.000 440.900 14594.000 GR ~29,800 1~34.000 429.800 14864.000 439.100 14900.000 439.7~0 15050.000 440.400 15200.C00 GR 439,400 15400.000 439.200 15~00,000 438,600 15850.000 457.800 10000.000 418,500 17100.000 ,1 GR 419.300 17444.000 439.900 17700.000 439.400 17800.000 439.]00 15540.000 441.800 1~900.000 GR 44].800 18950.000 444,100 19000.000 0,000 0,000 0,000 0,000 0,000 OoCO0 EJ C.000 0o000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 ~! 1 PAGE 14 JUN 86 9:26:29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS SANK ELEV q CLO8 .~CH QRO~ ALOB ACH ARO8 VOL TWA LEFT/RIGHT ~ TIME VL05 VCH VR05 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ZTRIAL IDC ICONT CgRAR TOPWID ENDST I ,PROP 1 ~ CCHV= 0.100 CEHV= 0,300 1490 NH CARD USED 14 JjN 86 09:26:47 5512J136,W1 110 PAGE 1~ kOT£- ASTERISK (*) AT L~FT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM ~SRK TRINITY RIVER SJMM~'-tY PRINTOUT T~BLE 150 S~CNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10K*S VCH AREA .01K 5~.300 0.00 0.00 0.00 410.00 44200.00 4]8.]5 0.00 438.41 1.]6 2.14 239S1.41 ]?852.55 564.300 0.00 0.00 0.00 410.00 S5BO0.O0 439.65 0.00 439.72 1.]8 2.27 29090.74 47552°04 a78.000 1310.00 ~.00 0.00 412.00 44400.00 438.55 0.00 418.62 1.77 2.24 20822.98 3]SgS. 58 a78.000 1370.G0 0.00 0.00 412.00 55800.00 439.85 0.00 439.93 1.82 2.38 26211.09 4130~.99 S80.000 200.00 0.00 0.00 412.00 44400.00 438.56 0.00 438.60 3.8~ 3.32 17255.08 22510.8] 650.000 200.00 0.00 0.00 412.00 55800.00 439.88 0.00 439.9~ 3.63 3.36 22878.71 29274.94 ~95.900 1590.00 0.00 0.00 410.00 2~800.00 438.90 0.00 439.56 11.68 6.55 4721.76 8425.72 39~.900 1590.00 0.00 0.00 410.00 31400.00 440.14 0.00 440.77 10.40 6.48 5554.18 9734.82 90S.]00 9~0.00 0.00 0.00 410.00 ]3100.00 439.97 0.00 440.81 13.56 8.03 5422.27 89~.~7. 905.300 940.00' 0.00 0.00 410.00 S8900.00 441.10 0.00 442.04 14.57 8.61 6116.3~ 10190.03 90~.000 270.00 0.00 0.00 410.00 31100.00 440.55 0.00 441.1~ 1].70 6.]8 51~7.4~ 8~4].83 90~.000 270.00 0.00 0.00 410.00 38900.00 441.69 0.00 442.44 14.69 6.94 5636.~4 10147.94 90~.690 69.00 0.00 0.00 410.00 ~3100.00 440.~8 0.00 441.47 16.14 7.97 41~4.11 8239.09 908.690 69.00 0.00 0.00 410.00 ]8900.00 441.5~ 0.00 4~2.79 19.52 8.81 4414.88 8~0].6~ rj~.7GO 1.00 446.00 446.00 410.00 33100.00 ~40.~5 0.00 441.50 26.95 8.Z1 4031.16 ~375.60 QG~.700 1.00 446.00 446.00 410.00 38900.00 441.55 0.00 4~2.83 ]2.54 9.08 4284.56 6519.17 909.600 ~0.00 446.00 44~.00 410.00 ]3100.00 440.7] 0.00 441.75 26.05 8.08 4094.7~ 6455.74 909.~00 90.00 446.00 446.00 410.00 38900.00 441.90 0.00 44~.13 ]1.16 8.90 4368.59 69~.06 90~.010 1.00 ~.00 0.00 410.00 33100.00 440.82 0.00 441.~? 15.50 ~.82 42]2.84 8407.77 909.610 1.00 0.00 0.00 ~10.00 38900.00 442.00 0.00 443.15 18.55 8.61 ~518.67 9032.92 910.000 39.00 0.00 0.00 ~10.00 33100.00 441.00 0.00 441.86 16.81 7.44 4471.~7 8072.28 910.000 39.00 0.00 0.00 410.00 38900.00 442.26 O.OO 443.27 18.61 8.07 48~5.07 9016.98 1 P~GE 21 14 J~N 86 9:26:29 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG IOK*S VCH AREA .01K 910.]00 30.00 449.50 447.00 410.00 33100.00 4~1.03 0.00 441.92 13.87 7.56 4376.71 88~.55 910.300 30.00 449.50 447.00 410.00 3~900.00 442.27 0.00 443.35 16.09 8.34 4666.]3 9~95.28 ~ 09:2b:47 8512J136*w1 110 PAGE 20 ,~1J.500 20.00 449.50 447.00 410.00 33100.00 441.06 0.00 4~1.95 13.82 7.55 4351.7~ 8~02.54 .~1~.~00 20.00 4~9.50 447,00 410.00 S~990.00 442.31 0.00 443.39 16.02 8,32 4674.58 9719.53 ~11.500 100.00 0.00 0.00 410.00 33100.00 441.55 0.00 442.10 10,59 5.90 5699.87 10029.29 ~11.500 100.00 C.O0 0.00 410.00 38900.00 442.93 0.00 4~3.56 11.2~ 6.~1 6340.08 11609,32 '~20.970 950.00 G.O0 0.00 410.00 33100.00 442.54 0.00 4~2.74 4.19 4.22 12458.44 16164.58 ~320.970 950.00 0.00 0.00 410.00 38900.00 445.99 0.00 4~.20 3.92 4.29 14773.14 19645.68 ')30.000 903.00 0.00 C.O0 ~09.60 44400.00 442.93 0.00 4~,3.1~ 5.60 5.04 15384.25 18~58.90 930.000 903.C0 C.O0 0.00 ~09.~0 55800.00 444.36 0.00 444.56 4.54 4.78 20067.6~ 26192.50 93~.S00 780.C0 0.00 0.00 414.50 44400.00 443.39 0.00 4,;S.51 3.08 3.41 20594.43 25285.13 037.800 750.00 C.O0 0.00 414.50 55800.00 444.73 0.00 4~4.85 2.9~ 3.55 24?44.42 52374.11 950.970 1320.00 0.00 0.00 410.~0 44400.00 443.80 0.00 444.01 4.26 4.13 15888.80 21509°35 950.970 1320.00 0.00 0.00 410.60 5~800.00 445.14 0.00 445.34 4.26 4.~7 20219.71 27042.88 PAGE ~2 JUN 86 9:26:29 ELM FORK TRIhITY RIVER SUMMARY PRINtOUT TABLF 1~0 SECNO '~ CWSEL DIFWSP DIFl4SX DIFKWS TOPWID XLCH 864.300 44200.00 438.35 0.00 0.00 0.00 3949.72 0.00 ~64.~00 55800,00 439.65 1.30 0.00 0.00 3956.94 0.00 ~.000 44400.00 43~.55 0.00 0.20 0,00 3993,12 1570.00 ~78.000 55800.00 439.85 1.31 0.20 0,00 4165.71 1370.00 080,000 44400.00 438.56 0.00 0.02 0.00 4143.o9 ZO0.O0 880.000 55800,00 439.88 1 .]~ 0.05 0.00 4301.05 200.00 895.900 28800,00 z, 38-90 0.00 0.34 0,00 649,35 1590.00 895.900 31400.00 440.14 1.24 0.26 0.00 670,02 1590.00 905.300 33100.00 439,97 0.00 1,0~ O.CO 5T4.89 940.00 905.300 38900.G0 441.10 1.13 0.96 0.00 615.00 940.00 908.000 33100.00 440.55 0.00 0.58 O.GO 3~5.29 270.00 90~.000 3~900.00 441.69 1.14 0.59 0.00 3~5.89 270.00 908.690 33100.00 440.48 O.CO -0.07 0.00 230.60 69.00 90~.690 38900.00 441.5~ 1.10 -0.11 0.00 243.43 69.00 90~.700 33100.00 44C.45 0.00 -0.05 0,00 230.26 1.00 908.700 38900.00 441.55 1.09 -0.03 0.00 243.0] 1.00 ~09.500 ]]100.C0 44C.75 0.00 0.28 0.00 255.54 90.00 909.500 58900.00 441.90 1.16 0.35 0.00 247.11 90.00 ~C9.610 33100.00 440.82 0.00 0.09 0.00 254.55 1.00 · 90~.610 5~900.00 442,00 1.18 0.11 0.00 248.36 1.00 ~10.000 ~5100.00 441.00 0.00 0.1B 0.00 2~6.29 59.00 · :~10.000 ]~900.00 442.26 1.26 0.26 0.00 517.02 59.00 ~10.300 33100.00 ~41.03 0.00 0.OJ 0.00 250.99 50.00 · 910.500 58900.00 442.27 1.24 0.02 0.00 25~.55 50.00 ~10.500 35100.00 ~41.06 0.00 0.05 0.00 251.10 20.00 · ~10.500 3~900.00 442.31 1.25 0.04 0.00 257.74 20.00 ~11.500 35100.00 441.55 0.00 0.49 0.00 464.16 100.00 ~11.500 38900.00 442.93 1.]8 0.62 0.00 464.]1 100.00 ~20.970 33100.00 442.54 0.00 0.98 O.OO 15~6.67 950.00 · 920.970 58900.C0 445.99 1.46 1.06 0.00 1587.32 9~0.00 ~30.000 44430.00 442.95 0,00 0.~9 O.O0 3280.00 903.00 · 930.000 55800.00 444.36 1.4~ 0.56 0.00 3280.00 905.00 PAGE 14 jUN 86 9:26:2~ · SECNO Q CWSEL OIFWSP DIFWSX OIFKWS TOPWID XLCH ~7.800 44400.00 445.39 0.00 0.46 0.00 ]100.00 7~0.00 · 937.800 55800.00 4~4.73 1.34 0.37 0.00 ]100.00 780.00 950.970 44400.00 44].80 0.00 0.41 0.00 2746.86 1320.00 · 950.970 55800.00 445,14 1.3S 0.41 0.00 6915.86 1320.00 PAGE 24 1~ JUN 86 9:26:29 SUMMARY OF ERRORS AND SPECIAL NOTES 1 PAGE 1 14 JUN 86 9:26:44 THIS RUN EXECUTED 14 JUN 86 9:26:44 . ll ! I i I I I i I~ASe i 1 t ! ! I I I ~ 4 JUt. !~ 09:2~:5g ~512J15O,W1 11U ~ lW,,W******,******~******~**** * ~.S- ARMY CORPS OF ENGINEERS , ^~TER SU~F~CE PROFILES * , ¢~SION OF NOVEMEER 1976 * ALTO1 300'/260'/200' BRIDGES-RK]HT ' T~E ~YDROLOGIC ENGINEERING CENTER , ~09 SECOND STREET, SUITE O ~ * UP]ATEO MARCH 1982 PLOTFILE VERSION * * C;VIS~ CALIFCRNIA 95616 * * (~16) 440-2105 (FTS) ~48-2105 , ~L'~ DATE 1~ JUN 85 TIME 9:29:50 * ****~**************~****************** ( X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX × x x x x X X X X X X X X XXXXXXX XXXXX XXXXXXX PAGE 1 14 JUN 86 9:29:30 T~tIS RUN EXECUTED lZ, JUN 86 9:29:30 HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - 01,02,03,0~'05 MODIFICATION ' 50,51,52,5~,5~'55 C _ T1 ELM FORK MODEL WITH PROP. BRIDGES 300',260',200' "ELMPRBRR" T2 UPDATED BY DLJ AND WLW 3~86 FOR BELTLINE ROAD 'ELMPROBR" ~12/86 T] ELM FORK TRINITY RIVER WITH LEVEE/FILL PROJECTS EX. Q100=~4~00 CFS ~ il. J1 ICHECm IN~ NINV IDIR STRT METRIC HVINS O WSEL FQ Jj -1. 8. O. O. 0.000000 O.gO 0.0 O. 4~8.350 O.COO ~ J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITq~Ce I.C00 0.000 -1.CO0 C.O00 O.OC3 C.OOO O.O00 0.000 O.CO0 C,O00 ~ J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150.000 O.OOC 0,000 0.000 0.000 C.O00 0,000 0,000 0.000 C.O00 j a~. 14 jj~, ,~o 09:29:59 ..~512J130,W1 110 PAGE 2 C7 ?.000 lc500.000 30200.000 37400.G00 37400.000 59500.000 55800.000 44200.000 0.000 O.CO0 NS C.075 0.070 0.045 0.100 0.300 0.000 0.030 ~.CO0 0.000 O.CO0 ~.m ~.000 0.050 g9~3.OOO 0.055 103~5.C00 0,050 10730.030 0.100 10750.000 0.C50 ~ ~ 1CgJC.OOO 0.100 11CbO.CO0 0.050 13474.000 0.055 13890.000 O.O00 0.000 0.000 ~ODEL DEVELOPED BASED ON CURRENT FIS MODEL OF 3/~0 - FILE -NDM "ELMBLTR" (NATURAL RUN) ANO "~LMBLFWR' (FLCODWAY RUN) -NOM ~ AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL I~ FILE" ELMFISXR". NDM FROM HALFP65. REVISED TO REFLECT iFCDIII O'FLO~ SWALE -H~LFF ~ PROPOSED 5ELTLINE ROAD FILE "ELMPROSR" WAS DIVIOED INTO -NDM INTO A RIGHT, CHANNEL AND LEFT COMPUTER MODEL -NDM Xl 604.]00 35.000 10750.000 109~0.000 2300.000 2~00.000 24]0.000 0.000 0.000 O.CO0 GR 455.000 9~00.000 4]6.000 9925.000 4]5.800 99~3.000 42].450 10020.000 423.450 10320.C00 b~ 435.000 1035~.000 435.000 103~6.0']0 435.000 10357.000 435.000 10500.000 436.000 10550.C00 ijR ~50.800 10700.000 430.0~0 10740.000 4~4.000 10750.030 432.200 10790.030 423.230 10820.000 ~ G~ ~11.000 10~40.000 410.000 10900.000 421.000 10920.000 42~.000 10970.000 436.000 109B0.C00 GQ 536.500 11060.000 430.000 11300.000 4]6.700 11400.000 435.000 11700.000 454.000 12200.C00 GR 434.000 13474.000 425.500 13508.000 424.100 13649.000 424.100 136~1.000 425.500 1~801.C00 ~ GR 430.400 13~21.000 431.800 13850.000 446.200 13890.000 0.000 0.000 0.000 O.CO0 NH 8.000 0.035 13B5.000 0.050 2260.000 0.100 2325.000 0.0~0 2625.000 0.100 ~H 2900.000 0.050 ]000.~00 0.0~0 4762.000 0.035 5199.000 0.000 0.000 O.CO0 CT 7.000 16500.000 30200.000 3?400.000 37400.000 59590.000 55890.000 ~400.000 0.000 O.CO0 Xl' 878.000 3~.000 2325.000 2625.000 1200.000 1400.000 1370.000 0.000 0.000 O.CO0 -- GR 4~5.000 1000.000 424.000 1062.000 424.000 1362.000 431.500 1385.000 431.500 1385.C00 GR 434.000 1565.000 434.000 1565.000 434.000 1565.000 436.000 1650.~00 436.000 2125.C00 GR 438.000 2~60.000 439.000 2325.000 430.000 2350.000 412.000 23~0.000 412.000 2450.000 ~ GR 421.000 2470.000 430.000 2540.000 4~2.000 2555.000 434.000 2575.000 436.000 2590.C00 1 14 JUN B5 9:29:30 PAGE _ G~ 438.000 2510.000 439.000 2625.000 4~8.009 2900.000 4]7.400 3000.000 436.500 3500.C00 GR ~36.000 3~50.000 436.600 4000.000 435.600 4200.000 4~6.000 5500.000 436.030 4762.C00 G~ ~25.?00 ~503.000 424.300 4944.000 424.300 4956.000 425.730 5109.000 4~3.800 5145.000 GR 435.000 5165.000 4~6.600 519g.000 0.000 O.O00 0.000 0.000 O.OOO O.DO0 NH 8.000 0.050 1320.000 0.050 2260.000 0.100 23~5.000 0.050 2625.000 0.100 NH 2900.000 0.050 ~000.000 0.0~0 4762.000 0.035 51~9.000 0.000 O.GO0 0.000 '~ FROM HALFF65. FB-C SWALE ENDS ~ N END OF FB-C LEVEE. REVISED TO REFLECT IFCDIII O'FLOW SWALE & tEVEE. NOTE "N" VALUE TO REFLECT RACE TRACK ~ND TOWERS IN FLOODW~¥ ~ Xl ~0.000 3~.000 2525.000 2625.000 200.000 200.000 290.000 0.000 0.000 0.000 GR 438.000 ~80.000 438.000 1080.000 4~6.500 1200.000 436.000 1320.000 436.000 2125.G00 GR ~58.000 2~60.000 ~39.000 2325.000 430.000 2350.000 412.000 2390.000 412.030 2450.C00 GR ~21.000 2470.000 430.000 2540.000 432.000 2555.000 43~.000 2575.000 436.000 2590.600 GR 43d.000 2610.000 439.000 2625.000 438.000 2900.000 437.~00 3030.000 456.500 3~00.000 OR ~36.000 3650.000 436.000 4000.000 435.600 4200.000 456.000 4500.000 4)6.000 4762.C00 ~ GR 425.700 4803.D00 424.300 4944.000 424.300 4956.000 425.700 5109.000 433.800 5145.C00 GR 435.000 5168.000 446.600 5199.000 0.000 0.000 0.000 0.000 0.000 O.CO0 ~ ~T 7.000 0.000 0.000 0.000 O.GO0 0.000 15190.000 9600.000 0-030 O.CO0 NH 7.000 0.050 4670.000 0.100 4740.000 0.050 49~7.000 0.100 5042.000 O.C~O 1~ JJ~ 65 09:29:59 5512J116,W1 110 P~GE ~/ ~,~ 57~2.000 0.053 0~71.C00 0.025 751].000 O.O00 0.030 0.000 0.030 O.COO SYN. X-SEC TAKEN FROM 1"=4e'3' TOPO AND FB-C ANO IFCD!I PLANS NOTE "N" VALBE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY ~' SHOWS O'~ANK CLEARING BOT~ SIDES- FB-C FILL U,S, OF MUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM j OF 6ELTLINE ROAD AND RR USING GR CARDS ~E ELEV ~50, -NDM FLOw SPLIT MODEL STARTS AT CROSS SECTION 895,9 -NGM ~1 ~95,900 62,000 4740,000 ~907,000 1050,000 610,000 1590,000 0,000 0,000 0.C00 ( xS a.ooo 0,000 o,ooc 5100,000 o,coo 0,000 0,000 o,coo 0,030 o,coo x~ 1,000 450,000 ~429,900 o,ooo 0,000 0,000 0,000 0,000 0,000 o,coo G~ 442.]00 1000.000 442.300 1998.030 438.200 202].000 438.000 20~0.000 436.030 2100.000 · G~ 434.030 2110.00'3 432.000 2130.000 ~]2.000 2160.000 4~0.000 2170.000 428.0]0 21~5.000 G~ ~27,000 2210,000 428,000 2253,000 4]0,000 2245,000 412,000 2250,000 4]q,030 2270,C00 GR ~.OOC 2~00,300 ~]0,000 2316,030 430,000 2776,000 456,290 2620,000 450,030 2~20,c00 [ CR 4SB,O00 4~30,000 ~35,000 ~70,000 426,000 4740,000 4]4,000 ~765,000 452,000 4730.C00 GR 420,000 4790,000 428,000 ~aO0,O00 ~10,000 4875,000 410,000 4905,000 ~28,000 4980,C00 G~ 4~0,000 4~90,000. 418,000 499?,000 4]9,000 5042,000 427,800 52]5,000 438,000 5280,600 I GR 436,060 5286,000 456,000 5292,000 4]6,000 5311,000 ~26,000 5117,000 4]8,000 514s,c00 GR 458,000 5]54,000 4~8,000 53~6,000 4]6,000 5400,000 4~8,000 5447,000 439,100 5509,C00 GR 4]8,000 5564,000 436,000 55~,000 43~,000 5605,000 4]5,300 ~696,000 435,500 5732,000 GR ~35,200 6071,000 425,900 6108,000 424,500 0250,000 424,500 o252,000 426,000 6402,C00 GR 428.000 6580.000 429.000 7285.000 4]0.000 7]04.000 4]5.000 2322.000 436.000 7352.000 5R ~42.000 73?].000 442.100 751].000 0.000 0.000 0.000 0.000 0.000 O.GO0 ¢~ 5300.000 0.000 O.CO0 QT 7.000 0.000 0.000 0.000 O.0OO O.O00 7600.000 NH 5.000 0.050 4895.000 0.100 4953.000 0.050 5110.000 0.100 5200.030 0.050 ~ ~,H 7712.000 0.000 0.CO0 O.000 O.CO0 O.000 0.000 0.000 0.030 O.000 I PAGE 1~ JUN 86 9:29:30 SYN X-SEC TAKEN FROM 1"=400' TOPO AND FB-C AND IFCDIII PLANS NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SMOGS O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS ¢~ INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAD AND RR USING 5R CARDS AT ELEV 445. AN0450.0 -NOM ON RIGHT SIOE THE FLOW WAS EXPANDED OUT TO THE EX. SWALE -ND~ ~ FLO~ SPLIT DIS OF THIS SECTION CONSIDERS WEIR FLCW OVeR -NDM LEDBETTER ROAD TO THE GVERFLOW SWALE -NDM Xl 905.300 61.000 4953.000 5110.000 600.000 1015.000 940.000 O.CO0 0.000 0.000 ~ X3 0.000 0.000 0.000 5500.000 0.000 7360.000 0.000 0.000 0.000 O.O00 x~ 1.000 436.400 2418.000 0.000 0.000 O.OOO 0.000 O.CO0 0=000 0.000 G~ 4~2.800 1000.000 442.806 2000.000 4]~.500 2026.000 4~6.000 2100.000 43~.030 2120.000 ~ GR 432.000 2220.000 430.600 22]3.000 428.000 2265.000 428.000 2278.000 &28.000 2290.000 GR 430.000 2303.000 432.000 2314.000 432.000 2345.000 4]4.000 2S56.000 4~6.0~0 23~2.C00 GR 430.000 2440.000 430.000 ~586.000 436.000 2610.000 450.000 2610.C00 450.000 43~0.000 4895.000 440.000 4914.000 ~ GR 450.000 4770.000 440.000 4770.000 438.400 4810.000 4]8.400 GR 440.000 495~.000 4]0.000 496].000 428.000 4971.000 410.000 5050.000 410.000 50~8.C00 GR 414.000 5085.000 416.000 5089.000 418.000 5093.000 420.000 5096.000 422,000 5102.C00 ~ GR 424.000 5105.000 426.G00 5110.000 428.000 5158.000 420.000 5200.000 4]2.000 5240.C00 GR 4]4.000 5265.000 430.000 5286.000 438.000 5290.000 4]8.000 5~00.000 418.000 5~85.~00 ~" 14 jg~ 85 09:29:59 e512J136-w1 110 PAGE 4 G~ 4~5.000 53~5.00~ 445.000 5~5S.000 445.000 6163.000 445.000 6203.000 444.3~0 ~223.000 G~ ~.300 6~25.000 444.000 ~62~.0~0 4~0.0~0 7024.000 4~5.200 ~0~5.000 435.200 ?0~0.~00 G~ 4]~.COC 71~5.000 ~34.000 7205.0~0 ~34.200 73~0.000 4S5.590 75~0.000 ~42.000 7520.C00 ~! G~ ~2.000 7712.000 O.CO0 0.0~0 0.000 0.000 0.000 0.000 0.009 O.COO N~ 5.000 0,350 1450.000 0.050 3830.000 0.050 4190.000 0.050 4250.000 0.050 ~ ~.~ ~]5.000 0.000 O.OeO 0.000 0.0~0 0.000 O.CO0 0.000 0.000 O.CO0 t,H CARD REVISED TO INCLUDE STCHR (40J0 CHANGED TC ~190) ...... NOM 4/1/8~ ~NEFFEETIVE FLOW AREAS ON THE RIGHT SIDE D/S OF BELTLINE RD NDM i!:~ WErE SET FRSM THE BRIDGE TO THE EX. S~ALE AT ELEV, 4~9. NDM ~ROM HALFFQ5. INSERTEO X3 IN ROB ~1 vO~.OOO 40.000 38]0.000 41~0.000 250.000 ZO0.O00 270.600 0.000 0.000 O.CO0 ~ X~ O.OOG 0.000 0.000 5090.000 0.000 6320.000 0.000 0.000 0.000 O.CO0 x~ 1.000 44}.5~0 3500.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 G~ ~45.000 1000,300 438.000 1100.000 436.030 1130.000 43~.000 1150.000 432.000 1220.C00 ~ GR ~]C.O00 1250.~00 ~28.000 1~70,0,]0 q28.C00 1290,000 430.00~ 1305.000 ~32.G00 1325.C00 GR 434.G00 1~65.000 434.000 1365.000 435.100 1450.000 449,500 1~51.000 449.5~0 1500.C00 GR 4~C.000 3~05.000 440.000 38]0.000 430.000 3840.000 410.000 3900,000 410.000 3925.C00 ~ GR ~16.000 3980.000 430.C00 4030.000 4]~.000 4050.000 436.000 4100.000 438.000 4170.00~ GR 4~0.000 4190.000 449.000 4190,0,]0 449.500 4250.000 449.500 6084.000 435.500 60~5.G00 GR 4~5.500 ~100.000 435.500 6101.000 436.000 6165.000 432.000 6200.000 432.000 ~210.000 ' G~ ~.000 6220.000 436.G00 63~0.000 437.~00 o341.000 437.C00 6880.000 450.000 68~1.000 NC 0.080 0,3~0 0.050 0.300 0.500 O.OOO 0.000 O.QO0 O.OOO O.GO0 w X1 908.690 60.000 3790.000 4050.0g0 69.000 69.000 69.000 0.000 0.0~0 O.CO0 X3 0.000 9.000 0.000 5000.000 0.000 6881.000 0.000 0.000 0.000 O.CO0 GR 446.000 1000.000 446.000 1119.030 443.000 1120.000 437.000 1129.000 434.300 1218.500 -~ GR 43~.300 1221.000 434.000 12~0.030 434.000 12J0.0~0 434.000 1230.000 432.000 1245.000 GR 43C.000 1255.000 430.000 1285.000 432.000 1290.000 434.000 1300.000 43~.500 1319.C00 GR ~34.600 1321.500 43?.000 1411.000 ~37.000 1411.000 44].000 1420.000 44].000 1420.C~0 ~ GR 4~5.000 1421.000 446.000 ]7~O.OgO 44~.000 37~0.000 443.000 37~0.000 440.000 3815.g~0 GR 430.000 3840.000 41~.700 3874.000 417.800 387~.500 410.000 3900.~00 410.000 3950.G00 GR 415.600 ]964.000 416.600 3960.500 430.000 4000.000 43~.000 4020.000 440.000 4040.C00 1 PAGE 14 J~N 8~ 9:~9:30 ""' GR ~3.000 4~)50.000 446.000 40S0.000 ~4~.000 40~0.000 446.000 ~0~5.000 446.000 56~0.000 GR 446.000 0119.000 443.000 5120.000 437.000 6129.000 436.200 ~183.500 436.200 6156.C00 :: GR 43~.000 619~.000 433.000 6210.000 4~3.000 6230.000 436.000 6242.000 436.200 62~4.G~0 GR 436.200 6256.500 437.000 6311.000 443.000 6320.000 4~6.000 ~321.000 446.000 8405.000 GR 446.000 8410.000 440.000 ~930.000 446.000 9340.000 4~6.000 9345.000 446.000 11030.000 xl 908.700 0.000 0.000 0.0~0 1.000 1.000 1.000 0.000 0.000 0.000 X2 0.000 0.~00 0.000 0.000 0.000 O.OOO 1.000 0.000 0.000 0.C00 x~ C.OOa O.O00 o.eoe 5000.000 o.ooo 6881.000 0.000 0.000 0.000 o. Goo 5T -~8.000 1009.000 446.000 446.090 1119.C00 446.000 446.000 1120.~00 446.000 443.~00 C.000 1213.500 446,000 443.000 1218.500 4~6.000 434.300 1221.000 446.000 434.300 ~ C,000 1221,000 446,000 443.0']0 1319.000 446.000 443.000 1319.000 446.000 434.500 0.000 1~21.500 446.000 434.~00 1321.500 446,000 443.000 1420.C00 446,000 443.000 C.000 1421,000 4~6.000 446.000 3790.000 446,000 446.G00 3790.000 446.000 443.000 ~ g. GO~ 3~74.000 446.~00 443.0~0 3874.000 446.000 41~.700 3~6.500 446.000 417.800 C.OOO 3~76.500 446.000 443.000 3964,000 4~6.000 443.000 3964.000 446.000 415.~90 ~ 14 JJN ~5 09:29:59 ~512J136*W1 110 PAGE 5 0.000 3~66.500 440.000 416.630 3966.500 446.000 443.000 4050.0'30 446.000 443.000 C.000 4050.0C0 ~6.000 4~.000 0119.000 446.000 4~6.000 ~120.000 4~6.000 ~43.000 O.OOC D183.500 ~-6.000 ~43.000 01~3.500 4~6.0D0 436.200 61~6.000 ~46.000 436.200 !T 0.000 5186.000 ~6.000 443.000 ~2~4.000 44~.000 4~3.000 D254.000 446.000 436.200 G.OgO 6256.503 ~.000 45~.200 625~.500 446.000 4~3.000 ~20.000 446.000 443.C00 0.000 6321.000 ~46.000 446.000 11030.000 440.000 446.000 0.000 0.000 0.~00 Xl 939.600 0.000 0.000 0.030 90.000 90.000 90.0:30 0.000 0.000 O.CO0 X2 C.030 0.000 O.CO0 0.000 0.000 0.000 1.000 0.000 0.000 O.CO0 ~ x3 G.O00 0.000 0.000 5030.000 O.CO0 6881.000 0.000 0.000 0.000 O.CO0 Xl 909.610 0.000 0.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 X3 C.O00 0.000 0.000 5000.0~0 O.O00 68~1.000 O.OOO 0.000 0.000 O.O00 FROM HALFF65, INSERTED X~ IN ROB ~ xl 91C.000 ~0.,300 ~O.O00 ~03~.000 ~9.000 ~9.000 ~9.000 0.000 0.030 0.000 x3 O.O00 0.003 0.000 5000.000 0.000 63a, 5.000 0.000 0.000 0.030 O.CO0 x~ 3.000 440.000 1125.000 434.500 1126.000 440.000 1415.000 0.000 0.000 0.000 ~* GR 449.500 1000.000 449.500 1075.000 435.800 1076.000 4~4.000 1ZOO. CO0 4]0.000 1250.000 GR 4]0.000 1500.000 434.000 1370.000 436.000 1400.000 440.000 1470.000 449.500 1476.000 _ GR 449.500 3725.000 ~2.000 3730.000 442.000 3740.000 440.000 ~760.000 438.000 3800.000 GR 430.000 3~40.000 410.000 3900.000 410.000 3950.000 430.000 4C00.000 4]4.000 4010.000 G~ 43S.000 40]5.000 4]8.000 ~045.000 449.500 4050.000 4~0.000 5610.000 450.000 5&15.~00 GR 450.000 6384.000 434.300 ~0~5.030 434.000 ~190.000 4~.000 6200.000 4]3.000 6250.000 -- GR 433.800 6510.000 ~34.000 6330.000 434.900 66]0.000 4~0.000 D655.000 450.000 8350,000 GR 4]?.500 8355.000 4~.000 9000.000 439.000 9280.000 450.000 9285.000 450.000 10265.000 ~'~ FROM HALFF65. INSERTED X] IN ROB xl 910.~00 58.000 ~5~0.000 8840.000 30.000 30.000 ]0.000 0.000 0.000 0.000 x3 O.OOO 3.000 0.000 9500.000 0.000 11210.000 0.000 0.000 O.OOO 0.000 ~'; ~T 8.000 5900.000 4~9.500 4~.530 o300.000 449.500 4~6.500 05~0.000 449.500 446.500 BT ~40.000 449.500 ~40.500 10450.000 ~50.000 447.000 114~0.000 450.000 447.000 13190.000 ~ ~T 450.000 447.000 1.100.000 450.000 447.000 0.000 0.000 0.000 0.000 0.000 GR 449.500 5~00.000 ~c.500 5900.000 438.000 5930.000 436.0]0 5940.000 436.000 5970.000 $R 434.000 50~0.i300 ~5~.300 ~020.000 450.000 6090.000 -,5_..0- :15~.~;L 432.C00 5Z00.C00 G~ ~]4.OOC ~220.000 43~.'07 6250.000 438.C00 0270.0~0 4~O.OOO ~250.C~0 4~6.530 o330.C.30 _ GR ~9.5~0 ~SO~.jC:J 4-~.500 ~5~0.030 4~o.~00 8550.000 4~0.C~3 ~590.C00 ~10.030 5~50.000 GR ~lO.OOG e700.O00 ~jO.GOC ~7DG.O00 ~34.C00 ~770.00C 43~.C, 00 ~'30.C,)O 446.5]0 5~40.C00 1 ~ 14 JUN 63 ~:2~:30 P~GE ~ GR ,~9.500 ~343.000 ~50.000 104~0.000 450.C00 10460.uOV 4;~.C'0 1 470.C~C; 450.090 IO~O9.COO u~ ~SC.GOC 1S~.,3Cj. -] .19,7 13~se.eoo 430.7.30 1j95c.0~0 435.0.'t0 110zo.coo ~3z.030 110]0.c00 c;~ ~j~.o~c 11.~,3.]00 ~ t.ooo 11130.0j0 ~36.030 11140.000 4]s.ooo 11430.000 450.030 11~45.000 O~ .30.000 11~0.000 4~.000 114D0.030 450.000 13190.000 4~7.000 lJl~O.CO0 &~O.O00 15220.C00 GR 438.000 13310.300 4~.5.000 13~0.000 440.00U 13405.00C 44~.030 13490.000 442.000 13~10.C00 GR 440.000 13570.000 439.500 13700.000 440.000 13730.000 4~0.000 13970.000 439.200 1~020.000 ~ GR 4~G.000 1~370.000 447.000 1~130.0']0 450.C00 14130.000 0.000 0.000 0.000 0.000 FROM HAL~F65. INSERTED X3 IN ROB ~ xl 910.500 0.000 C.GO0 O.OOO 20.000 20.000 20.0C0 O.CO0 0.000 0.000 x2 0.090 0.000 0.000 0.000 O.CO0 0.000 1.000 0.000 0.000 O.OOO ~'~ !~ jdt, 86 d9:2~:59 3512J130,w1 110 PAGE 5 ~ O.OOC 0.300 O.OOO 9500.000 O.O00 11210.000 0.000 O.COC 0.000 O.CO0 ~3 C.150 9.120 0.0)0 0.190 0,]00 0.000 0.000 0.C00 0,000 0.690 ~!" FROM HALFFoS. INSERTED X3 IN R05 xl 911,500 4a.30~ 3830.000 ~1~0,003 100.000 100,036 100,000 0.000 0.030 0,000 x~ 0.000 0,903 0.000 5000.000 O.CO0 0495.000 0.000 O.COG 0.000 O.O00 ~;~ ¢R ~5,000 1000.000 43~,030 1020.000 418,000 1100.000 436,000 11]0.030 4]4.000 1150.000 ,~R 4J~,O00 1220.000 430.C00 1250.030 428.000 1270,000 4~8,000 1290.090 4]0,000 1]05,C00 ,~ ~j~.OOU ]j~.~O0 43~.000 13~5.000 436.~00 ~4~G.000 436.600 1~0.000 449.530 1695.C00 ~ c:; ~9.500 3755.000 4~0.000 ~756.000 440.000 ]~]O.OOO 4~0.000 ]~O.COC 410.000 ]900.000 G~ ~10.030 3923.~00 416.000 39~0.000 4~0.000 40]0.000 4]4.000 4050.000 ~]6.0'30 4100.000 Gq 4~.000 &170.000 440.000 ~1~0.030 440.200 4210.000 440.300 4220.000 449.600 4ZZO.CO0 G~ 449.900 5~15.000 455.000 5915.000 4]4.800 59~5.000 4]4.800 5965.C00 4~6.0~0 6165.C00 G~ 432.000 6200.000 432.000 6210.000 436.000 6220.000 4]6.000 6~50.000 438.000 o819.000 .jR 4]~.030 6~19.000 450.000 6820.000 450.000 8295.030 4~8.000 8300.000 458.000 84?5.C00 ~ ~ 4~C.000 9500.003 450.~00 9505.000 450.000 10800.000 0.090 0.000 0.C00 0.000 NH O.O00 0.100 3?40.000 0.075 4950.000 0.100 49?0.000 0.050 ~265.000 0.1Z0 J' h, 0520.000 0.065 9000.000 O.OOO 0.000 0.000 0.000 0.000 0.000 O.CO0 FROM HALFF65., SPLIT FLOW END UIS FROM 920.9?/CARROLLTON LANDFILL EFFECTIVE ARE ENCR ~DDEDILEFT ae N LOWERED TO 0.100, ---NDM .075 IN PARK, .065 IN GOLF COURSEICARROLLTON PARK TOPO ADDED ---NDM Xl 920.9Z0 54.900 4970.000 5265.000 980.000 550.000 950.000 0.000 0o000 0.000 X] 0.030 0.000 0.000 5500.000 0.000 ?080.000 4~4.500 0.000 0.000 O.GO0 _ GR 45C.000 1000.000 437.000 1005.000 440.000 1400.000 432.000 1900.000 434.000 2250.C00 GR 4]6.000 2270.000 4~8.000 2495.000 438.200 2750.000 438.000 ]005.000 4]7.890 3200.C00 GR 438.000 3400.000 4~0.000 3670.000 440.000 3765.000 438.000 3772.000 436.000 37]0.000 !i~ GR 4]4.000 3]30.000 432.000 3870.000 432.000 3935.000 4]4.000 ]9~5.000 436.000 ~1Z5.000 GR 437.30C 4]09.000 ~37.300 4310.009 441.000 4675.000 457.]00 4950.000 434.000 4970.000 GR 4]2.000 4~95.000 4]0.000 5050.000 428.000 5070.000 420.000 5080.000 420.000 5095.C00 ~ GR 410.000 5100.000 410.000 51~0.000 420.000 5185.000 424.000 5195.000 426.000 52]0.C00 GR 430.000 5250.000 438.000 5265.000 4]8.800 5525.000 450.000 5]]0.000 450.000 6029.600 GR 4]8.000 6030.000 438.C00 6155.000 437.000 6500.000 438.000 6805.000 438.090 7025.~0e ' GR ~j6.090 7210.000 434.000 7375.000 434.000 7385.000 436.000 7445.000 436.200 7945.~00 G~ ~50.030 7953.000 450.C00 ~450.030 438.000 ~485.000 4~8.500 ~000.G00 O.COO 0.C00 · m- ~T 7.000 0.000 O.CO0 0.000 0.000 0.000 55800.000 4~400.000 0.000 O.CO0 '~H 5.000 0.050 13680.000 0.050 14502.000 0.045 14733.000 0.0~0 15750.000 0.0~5 ~d 20000.000 0.000 0.C00 0.000 0.000 0.000 0.000 0.000 0.000 O.O00 14 JUN 88 9:~9:30 P&GE A9DEO FROM RIVERCHASE MOO~L/C~RROLLTON LANDFILL ENCR + P~RK ---NOM xl 930.000 50.300 1~50E.000 147~].030 800.000 690.~00 933.000 0.000 0.000 0.000 XJ 0.000 0.000 O.O00 12450.000 0.000 15730.000 444.600 0.000 0.000 0.000 GR 450.000 6050.000 442.000 60~0.090 440.800 6]]5.000 440.700 6860.000 440.090 7170.000 GR 440.000 7720.000 4]4.000 3350.000 434.000 8625.000 440.000 9410.000 446.700 10330.000 ~ GR 4]0.000 10885.000 438.000 11575.000 436.100 11830.000 447.500 12000.000 440.000 12130.000 GR 440.000 12450.000 440.000 13000.000 440.200 13680.000 4~0.000 14197.000 4]9.000 143~2.000 GR ~38.000 14462.000 435.000 14492.000 434.400 14502.000 431.400 14572.000 431.000 14607.C00 ~ GR 415.900 1463~.000 409.690 14641.000 409.600 146~5.000 415.900 14697.000 427.400 14720.000 G~ 429.200 14739.000 4]0.400 14765.000 440.500 14783.090 440.000 14810.000 441.200 1&860.000 ~. 1~ jJN cD 09:2~:59 5512J156-61 110 PAGE 7 5~ 4~O.OOC 148~0,000 43~.C00 15054.000 4]8.000 15710.000 4]8,000 17185.C00 437.500 17425.000 G~ 437.500 176~5.000 436.000 1~130.030 4~.C00 18900.000 440.000 19100.C00 441.030 19~0.C00 b~ ~Z.OOC 1902.0.000 443.000 1~7~5.000 444.000 19850.C~0 445.000 19905.000 450.000 20000.000 ~,~ 5.090 0.0~5 1~,35.030 0.0~0 14753.000 0.045 15050.000 0.040 15700.000 0.C~5 ~ ZJCOC.O00 0.000 O,CO0 0.000 0,000 0.000 O.CO0 0.03C 0,000 O.CO0 ~* ~DO~D FROM RIVERCHASE MOOEL/CARROLLTON LANDFILL ENCR + PARK ---NDM · xl 937.800 5,.~00 147~3.C00 15090.000 800.000 7~O.OUO 7]0.080 0.000 0.000 0.C00 X~ C.O00 0.300 0.000 12~00,030 0.000 15700.000 4~.800 0.000 0.000 O.CO0 ~: ~, 458,000 S300.O00 43d.030 ~920.C30 440.000 92]0.000 4~0,000 ~6¢0,000 436,900 9870.C00 · G~ ~40.500 10500.900 430.500 10700.000 438.500 11080.000 458.530 114~0.000 445.100 11510.000 GR ~4~.500 11~00.000 462.230 11920.000 457.C00 12510.000 4~0.000 12630.000 4~7.000 13165.~00 5R ~37.500 13535.000 439.500 1~315.000 ~40.030 14510.006 440.000 1~585.000 439.000 14600.C00 GR ~3~.000 14~35.000 437.000 1~725.030 435.000 14760.000 454.600 1~?S3.000 432.900 148~3.C00 G~ 41~.500 14~66.300 414.500 1~867.000 414.500 14939.000 41~.500 1~9~0.000 430.400 14959.C00 ~ G~ 411.800 149~0.000 441.900 14990.030 440.700 150~6.000 440.700 15050.000 ~41.B00 15099.~00 · G~ ~1.800 15100.000 4~0.000 15244.000 429.400 152~4.000 429.400 15514.000 438.000 15550.000 G~ ~38.000 15~00.000 438.000 10700.000 438.~00 17120.000 436.600 17300.000 438.000 17460.000 ~ GR 43~.000 17650.000 437.600 17~30.000 438.000 18040.000 439.530 1~450.000 439.300 19100.C00 · GR 440.000 19400.000 442.000 19805.000 445.000 19915.G00 450.000 20000.000 0.000 0.000 4t. ~H 5.000 0.050 11950.C0C 0.080 14000.000 0.0~5 143~0.000 0.040 15050.000 0.080 ~.H 19000.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 O.CO0 ADDED FROM RIVERCrtASE MODELICARROLLTON L~NOFILL ENCR + PARK ---NOM - Xl 9~0.970 57.000 14C00.000 14320.030 1320.000 1320.000 1320.000 0.030 0.000 O.GO0 X] 0.000 0.000 0.000 11850.000 0.000 15050.000 445.000 0.000 0.000 0.000 GR 452.800 6000.000 452.400 6100.090 444.300 6300.000 44~.200 0400.000 442.400 6600.900 ~C GR 441.500 0800=000 4~2.500 7100.000 4~?.~00 ?500.000 4~8.900 8~75.000 439.800 9100.000 · GR ~40.200 9110.000 439.900 ~210.000 4~5.100 9700.000 438.900 10100.000 440.500 10~00.000 3R 44C.20C 10500.000 441.400 10600.000 445.000 11000.000 442.300 110~0.C00 440.940 11850.000 T:: GR 440.800 11930.000 441.500 11950.090 440.000 11965.000 4~0.000 13250.000 446.500 13400.000 GR 444.000 13~00.000 446.900 13700.030 441.~00 13800.000 4~2.800 13940.000 445.200 13970.C00 G~ 443.000 14000.000 427.000 1~,135-000 412.700 14175.000 410.600 1~190.000 428.090 14255.000 ~ GR 426.000 14260.000 430.000 14300.000 4~2.500 14320.000 440.900 14444.000 440.900 14594.000 It ~ 429.~00 1~534.000 42~.~00 1~8~4.000 439.100 14900.C00 419.?~0 15050.000 440.400 15200.000 6R ~59.40C 15400.000 439.200 15800.000 438.600 15880.000 4]7.800 1~000.600 4]8.500 1~100.000 _ GR ~39.300 17444.000 4]g.900 17700.000 439.400 17800.000 419.300 135~0.G00 441.800 1~900.000 GR 4~3.800 18950.000 444.100 19000.000 O.COO 0.000 0.000 0.000 0.000 O.CO0 EJ 0.000 0.000 O.OOO 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14 JUN o6 9:29:t0 PAGE 7 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ~ CLO~ .~CH QROB ALO8 ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VR05 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLO~R ITRIAL IDC ICONT CORAR TOPWID ENDST · PROF 1 ~'~ CCHV: 0.100 CEHV= 0.500 1490 NH CARD !JSEO 14 J~k ~ 09:29:59 ' ' ~512J136,~1 110 PAGE J.~5 1.45 3.59 3.29 0.0~3 0.045 0.C40 0.000 41~.50 12630.00 j.jCT]~96 BOG. 7o0. 7~0. 2 9 0 C.O0 3109.00 15700.00 1~3 ~.~h CARD ,~5C~] 950.970 !:'~5 31~XDED FLOW P~GE 19 1. J,j~ 86 9:29:3~ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ~ ~LO~ ~C" QROB 4LO~ ACH ARO~ VOL TWA LEFTIRIG"T TiME VL08 VC" VRO~ XNL XNCH XNR WTN ELMIN SST4 SL3PE XLOSL XLCH XLO~R ~TRI~L IOC ICONT CORAR TOPWIG ENDST 3~ CROSS SECTION 95C.97 EXTENDEO 0.96 FEET ~70 ENCROACHMENT STATIONS= 11~50.0 15050.0 TYPE-' 1 TARGET= 3200.000 ADDED FROM RIVERCMASF MODEL/CARRCLLTON LANDFILL ENCR + PARK ---NDM ;50.97 3~.~6 445.0~ 0.00 0.00 445.2~ 0.22 0.48 0.03 443.0~ 55~0~. 8723. 2353C. 235~0. 7955. 5336. 6390. 2984. 494. 442.50 0.95 1.10 4.41 3.68 0.079 0.045 0.040 0.000 410.~0 11850.00 0.0004~7 1320. 1320. 1320. 2 0 0 0.00 6901.9~ 19000.00 PAGE 20 1~ JUN 86 9:29:30 THIS RUN EXECUTED 14 JUN ~b 9:29:43 P~C2 RELEASE DATED NOV 76 UPDATED M~RC 1982 ERRO~ CORR - C1,02,03,04,05 ~ODIFICATION ' 50,51,52,53,5~-55 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FOK~ TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SECNO XLCM ELTRD ELLC ELMIN Q CWSEL CRIWS EG IOK,S VCH AREA 8~4.300 0.00 0.00 0.00 410.00 44200.00 4S~.35 0.00 4J8.41 1.36 2.14 23951.41 ~ 14 JUN 8~ 09:29:59 8512J136*w1 110 PAGE 19 _ ~4,300 0.00 C.O0 0,00 410,00 55800.G0 439.65 0,00 439.72 1.38 2,27 29090,74 47~2,04 ~75.000 1370.00 0.00 0,00 412.00 44400.00 438.55 O.GO 438.62 1.7~ 2.24 20822.98 33393.58 !~ 573.000 1370.00 G,O0 0.00 412,00 55800.00 439.85 0.00 439,93 1.82 2,38 26211,09 41307.99 580,000 200.00 0,00 0,00 412,00 44400,00 438.56 0.00 438,68 3,88 3,32 172~5,0~ 22~40,~3 ~ ~80.000 200,~0 0.00 0,00 412.00 55800.00 439,88 0.00 439,99 3.63 ],36 22878,71 29274,94 ~9~.900 1590.00 G.~O 0.00 424.50 9600,00 438,77 0,00 438.78 0,10 0.00 16119,88 ~0911.09 ~ ~95.900 1590.00 0,00 0,00 424,50 15100,00 440.07 0.00 440,08 0,16 0.00 19064,52 37-~7~-17 905.300 940.00 0.00 0.00 434,00 5300.00 438.¢~5 0,00 438.~6 23,44 0.00 1420.35 1094.78 ~ 905,300 940,00 0,00 0,00 434,00 7600.00 439.93 0.00 440,19 20.19 0,00 1651,43 1~91.36 90~.000 270,00 0.00 0.00 432.00 5300,00 439.15 0.00 439.69 64.55 0.00 B~,87 659o~ ~ 908.000 270.00 0,00 O.OO 4]2.00 7600.00 440,29 0.00 440,95 57,59 0.00 11~2,45 1]01.52 90~,690 69,00 0,00 0,00 433,00 5300,00 439,77 0,00 440,60 232,63 0,00 725,17 347°49 · 908,690 69.00 C.O0 0,00 433,00 7600,00 440.79 0,00 441,8~ 226,80 0.00 921,72 504.66 90~,700 1,00 44~.00 446.00 433,00 5300,00 439.77 0.00 440,64 259.24 0.00 709.31 32g,17 90~.700 1.00 446.00 446.00 433,00 7600,00 440.79 0,00 441,90 260,83 0.00 899,70 470,58 909,600 90.00 446,00 446,00 433,00 5300,00 441,5~ 0.00 441,97 80,40 0.00 1046,15 591.10 ~ 909,600 90,00 446.00 446,00 433,00 7600,00 442.80 0,00 443.35 89,22 0.00 1282,81 804,60 909,610 1.00 0.00 0,00 4]3,00 5300,00 441.62 0.00 441.99 66,74 0,00 1081,47 ~48.78 ~ 909.610 1,00 0,00 0,00 433.00 7600.00 442,86 0,00 443,37 71,99 0.00 1326,66 ~95o76 910,000 39,~0 0,00 0.00 4]3,00 5300,00 442,0~ 0.00 442.16 9,35 0,00 2338,43 1733.11 ~ 910.000 39.00 0.00 0.00 433,00 7600.00 443,46 0,00 443,58 11,68 0.00 2725,55 2223.80 1 PAGE 21 ( 14 J~N 86 9:29:30 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG IOK,S VCH ~REA .01K 910.300 30.00 449,50 447.00 432,00 5300.00 442,11 0,00 442,19 12.15 0.00 2~48.82 1520o79 910,300 30,00 449,50 447,00 432,00 7600.00 443.51 0.00 443,62 13,33 0,00 2852,84 2.3~1,3] 910.500 20,00 449,50 447,00 4~2,00 5300,00 442.13 0.00 4~2,21 12,02 0.00 2~56,56 1528.87 910.500 20,00 449.50 447,00 4~2,00 7600,00 443.53 0.00 443,64 13,20 0.00 2861,86 2S91.97 ~11.500 100,00 0.00 0,00 4]2,00 5300.00 442.29 0.00 442.32 9,26 0.00 3~49,80 1741,61 911,500 100.00 0,00 0.00 432,00 7600,00 443,7~ 0,00 44~,77 10.17 O.O0 47~0.81 2~8~,36 920.970 950,00 0.00 0,00 4]7.00 5300,00 442,62 0,00 442,6] 3.82 0.00 5187,56 2712,05 g20.970 950.00 0.00 0,00 4]7.00 7600.00 444.05 0.00 444.07 ].~8 0.00 6688.52 4136.90 930,000 903,00 0,00 0,00 409.60 44400.00 442,87 0,00 44~,13 5,77 5.11 15187,30 18478,16 ~30.000 903.C0 0.00 0.00 409,60 55~00.00 444.26 0.00 444,47 4,74 4.E7 19734.61 25517o~9 1., JUN 36 09:29:59 B512J136~W1 110 PAGE 937.~00 780.C0 C.O0 C.O0 414.50 4~400.C3 4~3.3~ 0.00 443.47 3.14 3.44 20454.12 250~1-Z2 ~37.800 7~0.00 0.00 0.00 41~.50 55~00-~0 ~4.0~ 0.00 44~.77 3.06 3.59 244~4.45 31904.Z6 ~50. q70 1320.00 0.00 0.00 410.60 ~4~00.00 4~3.7s 0.00 443.97 ~.32 4.15 15784.18 21~4.~3 ~50.~70 1320.00 C.00 0.00 410.o0 55800.00 4~5.06 0.00 445.28 4.37 ~.~1 19~88.37 26052.79 P~G~ a2 1~ J~N 8~ 9:29:30 ELM EDR~ TRINITY RIVER SUMMarY pRINtOUT TABtE 150 SECNO Q CWS EL DIFWSP OIFWSX DIFKWS TOPWI~ XLCH ~4.300 44200.00 438.35 0.00 0.0~ 0.00 3949.72 0.00 864.~00 55~00.00 4~9.65 1.30 0.00 0.00 ~56.94 0.00 87~.000 4~00.C0 4~8.55 G.00 0.20 0.00 ~993.12 1370.00 570.000 55800.C0 439.85 1.31 0.20 G.OO 41Q5.71 13~0.00 ~80.000 44400.00 438.56 0.00 0.02 0.00 41~3.69 2~0.00 _ ~0.000 55800.00 439.88 1.32 0.0~ 0.00 4301.0~ ~00.00 ~95.900 g600.00 43~.77 0.00 0.21 0.00 Z226.69 1590.00 ~95.900 15100-00 440.07 1.30 0.20 O.O0 2266.26 1590.00 905.300 5]00.00 438.65 0.00 -0.13 0.00 3~5.2~ 940.00 905.300 7600.00 439.9S 1.29 -0.14 0.00 335.3Z 940.00 908.000 5300.00 ~39.15 0.00 0.50 O.C~ 2~5.2D 270.0~ 90d. O00 7600.00 44C.29 1.14 0.36 0.00 2~5-34 2~0.00 ~08.690 5300.00 4~9.~7 0.00 0.62 O.Og 190.32 69.0~ Q08.690 7600.00 440.79 1.03 0.51 0.00 193.39 69.00 ~0~.700 5300.00 439.77 0.00 0.01 0.~0 lg0.35 1.00 908.70~ 7600.00 4~.79 1.02 0.00 0.00 1~3.4D 1.00 909.600 53~0.00 4~1.58 0.00 1.80 0.00 195.7~ 90.00 909.600 7600.00 ~42.80 1.2~ 2.01 0.00 199.41 90.00 90~.610 5330.00 441 .o2 0.00 0.04 0.C8 195.85 1.00 ~00.610 7~00-G~ 4~2.86 1.24 0.05 0.00 1~.57 1.00 910.000 5~00.00 442.08 O.O'D 0.4~ O.OO 2~0.49 39.00 ~10.00~ 7600.09 443.~D 1.38 0.60 0.0.~ 2~0.5~ 39.00 910.~00 5300.00 442.11 0.0.~ 0.03 O.O0 ]60.4~ 30.00 910.]08 7600.00 443.51 1.4D 0.05 0.00 360.5~ 30.00 JU;. ~6 09:29:59 ~512j136-w1 110 PAGE 21 510.500 5300.00 4~2.13 0.00 0.02 0.00 350.4] 20.00 ~10.500 7600.30 4~3.53 1.43 0.03 O.OO 360.53 20.00 011.500 5300.00 4~2.29 0.00 0.1o 0.00 580.00 100.00 711.500 7o00.00 443.73 1.43 0.19 0.00 5~0.00 100.00 02~.970 5300.C0 4~2.~2 0.00 0.32 0.00 1050.3~ 950.00 ~20.970 7600.00 444.05 1.~3 0.32 O.CO 1050.50 950.00 ~30.000 44400.C0 442.87 0.00 0.25 0.00 3280.00 903.00 ~0.000 55800.00 444.20 1.3~ 0.21 0.00 3280.00 903.00 PAGE 23 14 JUN 8o ~:29:30 SECNO Q C~SEL DIFWSP DIFWSX DIFKWS TOPWID XLC. 93~.800 4~400.00 4~3.34 0.00 0.~? 0.00 ~100.00 750.00 931.800 55800.00 ~4.64 1.30 0.39 0.00 3100.00 780.00 959.970 44~00.C0 4~3.76 0.00 0.~2 0.00 27~4.31 1320.00 950.970 55800.00 4~5.06 1.29 0.41 0.00 6901.9~ 1320.00 PAGE 24 14 JUN 86 9:29:30 SUMMARY OF ERRORS AND SPECIAL NOTES PAGE 1 1~ JUN 80 ~:29:44 THIS RUN ~XECUTED 14 JUN ~6 9:~9:4~ { RED2 RELEASE DATED NOV 76 UPCATEO MARC 1932 ~ ERROR CORR - 01,02,03,04,C5 MCDIFICATICN - 50,51,5Z,53,54,55 ER (; UNEXPECTED END OF FILE A~ORT IN SUBROUTINE H2MAIN { ~' 14 J~. 56 09:32:10 ~512J136.W1 110 PAGE 1 ~,r~w**t,w,w,t**w****tww****k***~,t,t***k*****w****** ~**w~***********t**Wk**W**t***W,t,,,,, · -~TER SURFAC~ PROFILES · . * U.S. ARMY CORPS OF EKGINEERS - vL~SION OF KOVEMBER 1976 * ALT#2 300'/260'/300' BRIDGES-LEFT · THE hYDROLQGIC ENGINEERING CENTER · UPDATED MA~CH 1932 PLOTFILE VERSION * * 609 SECOND STREET, SUITE D . , * DAVIS, CALIFORNIA 95616 · ~UN DATE 14 JUN ~ TIME 9:~2:~ * . (916) ~0-~105 (FTS) ~48-2105 *******~*******t*****J**~,tt**~,~t*** x x XxXxxxx xxxxx XXXxX ~ x xx x x x x X X X X X XXXxXXX XXXX X XXXXX XXXXX · x xx x x X X X X X X X X XXXXXXX XXXXX XXXXXXX 14 JUN 86 9:32:45 PAGE · THIS RUN EXECUTED 14 JUN ~6 9:32:45 *****~*****w,w,w***k****tw**t,~***~***k********** H~CZ RELEASE DATED NOV 76 UPDAT6D MARC 198Z ~ ERROR CORR- 01,02,03,04,05 MODIFICATION - 50,51,5Z,5~,54,5~ *****************~********~****t,~**************** T1 ELM FORK MODEL WITH PROP. BRZDGES 300',260',300' "DLJ215" LEFT T2 UPDATED BY DLJ AND WLW 3186 FRO~ BELTLINE ROAD "ELMPROBR" EX. REV,61918~ T] ELM FORK TRINITY RIVER WITH LEVEE/FILL PROJECTS EX, QlOO=~OO CFS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS q WSEL FQ · -1. 8. O. O. 0.000000 0.00 0.0 O. 438.350 0.000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1.000 O.CO0 -1.000 0.000 0.000 0.000 0.000 0.000 0.000 a.ooo · J3 VARIABLE CODES FOR SUMMARY PRINTOUT · 150.000 O.OOO O.O00 0.000 O,OOO 0.000 O. OOO 0.000 O.O00 O.O00 _ 09:33:10 ~512J136,W1 110 PAGE 2 GT 7.000 1~500.000 30200.000 3Z400.030 37400.000 59500.000 55800.000 44200.000 0.000 O.CO0 NC 0.075 0.070 0.045 0.100 0.]00 0,000 0.000 0,000 0.000 0.000 NH 3.000 0=050 9983.000 0.035 10155.G00 0.050 107'30.000 0.100 10740.000 0.050 ~ NH 109~C.000 0.100 11060.000 0.050 13474.000 0.035 138~0.000 0.000 0.000 O.CO0 MODEL DEVELOPED BASEC ON CURRENT FIS MODEL OF ]186 - FILE 'NDM "ELMELTR" (NATURAL RUN) AND "ELMBLFWR" (FLOODWAY RUN] -NDM ~ AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR". NON FROM HALFF65. REVISED TO REFLECT IFCDIII O'FLOW SWALE -HALFF J PROPOSED BELTLINE ROAD FILE "ELMPROBR" WAS DIVIDED INTO -NDM INTO A RIGHT~ CHANNEL ~NO LEFT COMPUTER MODEL -NOM xl 864.300 53.000 10740.000 10980.000 2300,000 2200.000 2430.000 0.000 0.000 O.O00 ( GR 4~5.000 9900.000 436.000 9925.000 4~5.800 9983.000 423.450 10020.000 423.450 10320.000 GR 435.000 10355.000 435.000 10356.000 435.000 10357.000 435.000 10500.000 436~000 10550.C00 GR 436.800 10700,000 ~36.000 10740.000 414.000 10700.000 ~32.200 10790.000 ~2].200 10~20.000 ~ GR 411.000 10~40.000 410.000 10900.000 421.000 10920.000 428,000 10970.000 436.000 109~0.~00 GR k36.500 11060.000 436.000 11300.000 436.700 11400.000 455.000 11700,000 434.000 12200.000 GR 454.000 13474.000 425.500 13508.000 424.100 13649.000 424,100 11661.000 425.500 13801.000 ~ GR 430.400 13821.000 431.800 13850.000 446.200 13890.000 0.000 0.000 0.000 0.000 NH 8,000 0,035 1385,000 0,050 2260,000 0,100 2325,000 0,050 2625,000 0,100 ~ NH ZDOO,O00 0.050 3000,000 0,080 4762,000 0,035 5199,000 0.000 0,000 O,GO0 GT 7,000 16500,000 30200,000 37400,000 ]7400.000 59500,000 55800,000 4~400.000 0,000 0,000 Xl 878,000 ]7,000 2325,000 2625,000 1200,000 1400,000. 1170,000 0,000 0.000 0.000 ~ GR 445.000 1000.000 424.000 1062.000 424.000 1362.000 431,500 1385.000 431.500 1385.000 GR 434.000 1565.000 4~4.000 1565.000 434.000 1565.000 436.000 1650.000 436.000 2125.000 GR 438.000 2260.000 439.000 2325.000 430.000 2350,000 412.000 2390.000 412.000 2450.~00 ~ GR 421.000 2470.000 430.000 2540.000 432.000 2555.000 434.000 2575,000 436.000 2590.000 1 14 JUN 86 9:]2:45 PAGE GR 438.000 2610.000 439.000 2625.000 438.000 2900.000 437.400 3000.000 436.500 5500.C00 ~ GR 436.000 3650.000 436.000 4000.000 435.600 ~200.000 &36.000 4500.000 436.000 4762.000 GR 425.700 4~05,000 424.300 4944.000 424.300 4956.000 425.700 5109.000 433.800 5145.000 GR 435.000 5165.000 446.600 5199.000 0.000 0.000 0.000 0.000 0.000 O.GO0 NH 8.000 0.050 1320.000 0.050 2260.000 0,100 2325.000 0.050 2625,000 0.100 NH 2900.000 0.050 3000.000 0.080 4762.000 0.055 5199.000 0.000 O.OOO O.CO0 ~ FROM HALFF65. FB-C SWALE ENDS ~ N END OF FB-C LEVEE. REVISED TO REFLECT IFCDIII O'FLOW SWALE & LEVEE, NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWER5 ZN FLOODWAY ~ Xl 880.000 ]2.000 2325.000 2625.000 200.000 200.000 200.000 0.000 0.000 0,000 GR 438.000 880.000 438.000 1080.000 426.500 1200.000 436.000 1320.000 436.000 2125.000 GR 438.00a 2260.000 439.000 2325.000 430.000 2350.000 412.000 2390.000 412.000 2450.000 ( GR 421.000 2470.000 430.000 2540.000 432.000 2555.000 434.000 2575.000 436.000 2590.000 GR 438.000 2610.000 419.000 2625.000 438.000 2900,000 437.400 3000.000 436,500 5500.000 GR 436.000 3650.000 436,000 4000.000 435.600 4200.000 436.000 4500.000 436.000 4762.000 ~ GR 425.700 4803.000 424,300 4944.000 424.300 4956.000 425.700 5109,000 433.800 5145.000 GR 435.000 5168.000 446.600 5199.000 O.OOO 0.000 O.OO0 O.OOO 0.000 O.OOO · CT 7.000 0.000 0.000 0.000 0.000 0.000 8700.000 5800.000 0.000 0.000 NH 7.000 0.050 4670.000 0.100 4740.C00 0.050 4997.000 0.100 5042.000 0.C80 14 J~', ~D 02:33:10 ~512J136*W1 11~ PASE N~ 5782.000 0.0~0 6071.000 0.035 7513.C00 0.000 0.000 O.OOO 0.000 0.C00 SYN. X-SEC TAKEN FROM 1"=~00' TOPO AND FB-C AND IFCDII PLANS NOTE '~N" VALUE TO REFLECT RACE TRACK ~ND TOWERS IN FLOODWAY ~ SHOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF MUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM ~ OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV 450. -NOM FLOW SPLIT MODEL STARTS AT CROSS SECTION 895.9 -NDM Xl 895.900 62.000 4740.000 ~997.000 1060.000 610.000 1590.000 0.000 0.000 0.000 ( XS 0.000 0.000 0.000 205~.000 0.000 3500.000 0.000 0.000 O.OaO 0.000 X~ 1.000 450.000 4429.900 0.000 O.O00 0.000 0.000 0.000 O.O00 O.CO0 GR ~2.300 1000.000 442.300 1998.000 4]~.200 2023.000 4]8.000 2080.000 4]6.000 2100.C00 ( GR ~S4.000 2110.000 432.000 2110.000 432.000 2160.000 430.000 2170.000 428.000 ZlBB.CO0 GR 427.000 2210.000 428,00~ 22]3.000 4]0.000 2245.000 432.000 2260.000 434.030 2270.C00 GR ~3~.000 2300.000 430,C00 2316.000 ~30.000 27~0.000 4S0.200 2820.000 450.090 2820.C00 ~ GR AB~.O00 ~430.~00 438.000 4670.000 4]6.000 4740.000 4]~.000 4765.000 4]2.000 4780.000 GR 4]0.000 4790.000 428.000 4800.000 410.000 4875.000 410.000 490~.000 428.000 4980.000 GR 4]0.000 4990.000 418.C00 4997.000 4]9.000 5042.000 4~7.800 52]5.000 4]8.000 5280.000 e GR 4]6,000 5286.000 4]0.000 5292.000 456.000 5311.000 4~6.000 5317.000 418.000 53&5.000 GR 418.000 515~.000 4]8.000 5S86.000 416.000 5400.000 4S~.000 5447.000 419.100 ~509.000 GR 438.000 5564.000 436.000 S584.000 436.000 5603.000 435.300 5696.000 435.500 5?82.000 ~" GR 4]5.200 6071.000 425.900 ~10~,000 424.500 6250.000 424.500 6262.000 426.000 6402.~00 GR 428.000 6580.000 429.000 ~285.000 430.000 ?304.000 435.000 7322.000 436.000 7~52.000 GR 442.000 737~.000 442.100 7513.000 0.000 0.000 0.000 O.OOO 0.000 0*000 :, NM 5.000 0.050 ~895.000 0.100 495].000 0.050 5110.000 0.100 5200.000 O,OSO NM 7712.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 SYN X-SEC TAKEN FROM 1"=400. TOPO AND FB-C AND IFCOIII PLANS 1 14 JUN 86 9:32:45 PAGE · NOTE '"N~ VALUE TO REFLECT ENCROACHMENT IN FLOODWAY ~ SHOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U,S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM ~ BELTLINE ROAD AND RR USING GR CARDS AT ELEV 445. AND4SO.O -NDM ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX. SWALE -NDM FLOW SPLIT DIS OF THIS SECTION CONSIDERS WEIR FLOW OVER -NDM · · LEDBETTER ROAD TO THE OVERFLOW SWALE -NDM X1 905.]00 61.000 495].000 5110.000 600.000 10~5.000 940.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 2000.000 0.000 4000.000 0.000 0.000 0.000 0.000 ~ X4 1.000 436.400 2418.000 0.000 0.000 O.OQO 0.000 O.O00 0.000 O.OOO GR 442.800 1000.000 442.800 ~000.000 4~8.500 2026.00C 4]6.000 2100.000 4~4.0~0 2120.000 GR 4]2.000 2220.000 4]0.000 223].000 428.000 2265.000 428.000 2278.000 428.000 2290.000 ~ GR 4]0.000 210~.000 4~2.000 2314.000 4~2.000 2345.000 4~4.000 2356.000 436.000 2~62.000 GR 430.000 2440.000 4SO.OO0 2586.000 4~6.000 2610.000 450.000 2610.000 450.000 4~80.000 GR 450.000 4770.000 440.000 47~0.000 4~8.400 4810.000 4J8.400 4895.000 440.000 4914.000 ~ GR 440.000 495~.000 4~0.000 ~963.000 428.000 4971.000 410.000 5050.000 410.000 50?8.000 GR 41~.000 5085.000 416.000 5089.000 418.000 509~.000 420.000 5096.000 422.000 5102.000 GR 424.000 5105.000 426.000 5110.000 428.000 5158.000 4]0.000 5200.000 4~2.000 5240.000 ~ GR 434.000 5265.000 436.000 5286.000 4~8.000 5290.000 438.000 5]00.000 4~8.000 5J85.000 GR 445.000 5~85.000 445.000 5855.000 445.000 616].000 445.000 ~20~.000 444.~00 622~.~00 ~ i 14 j~jri' 83 09:33:10 8512J136*W1 110 PASE 4 G~ 444.300 6625.003 4~4.000 6628.0r30 450.030 7024.000 435.200 7025.C00 435.230 7070.C00 s~ 43~.000 7185.000 434.c00 7205.000 434.200 7180.000 435.500 7550.000 442.0]0 7620.000 ~ 4~2.800 7712.000 0.000 0.000 o.coo 0.000 0.000 0.000 0.030 o.coo ~ 5.000 0,050 1450.000 o.ojo 38]0.000 0.050 4190.000 0.050 4250.000 0.050 ~H 66]5.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 O.O00 ~ ~H C~RD R~VISED TO I~CLUCE STCHR ~405~ C~ANGED ~0 4190) ...... NOM 4111~6 INEFFECTIVE FLOW AREAS ON THE RIGHT SIDE D/S OF BELTLINE RD NDM WERE SET FROM THE BRIDGE TO THE EX. SWALE ~T ELEV. 449. NDM ~ FROM HALFF65. INSERTED X] IN ROB Xl 998.000 40.000 ]8]0.000 4190.000 250.000 200.000 270.000 0.000 0.0~0 0.000 X3 0.000 0.000 0.000 111~.000 O.O00 ]000.000 0.000 0.000 0.000 O.GO0 ! X4 1.000 449.500 ]800.000 0.000 0.000 0,000 0,000 0,000 0,030 0.000 GR 445.000 1000.000 4]8.000 1100.000 4]6.000 1110.000 4~4.000 1150.000 432,0]0 lZZO.CO0 GR ~C.030 1250.000 42~.000 1270.030 428.000 1290.000 4~O.ODO 1305.000 ~]Z.~30 1325.C00 ' Ir GR 4~4.000 13o5.000 434.C00 1165.030 415.100 1450.000 449.500 1451.000 449.530 1500.000 GR 440,000 3805.000 440,000 ]8~0.000 4~0.000 3840,000 410.000 ]900.000 410.000 ]928.C00 GR 416.000 3980.000 430.G00 40]0.000 4]4.000 4050.000 4]6.000 4100=000 438.000 4170=000 ~ GR 440,000 4190.000 449.000 4190.000 449.500 4250,000 449.500 6084.000 435.500 6085.000 GR 4]5.500 6100.000 4]5.500 6101.000 436.000 6165.000 4~2.000 6200.000 4]~.000 6210.000 GR 4]6.000 6~20.000 4]6.000 6340.000 4]7.000 6141.000 4]7.000 6880.000 450.000 6881.000 NC 0.080 0.080 0.0~0 0.300 0.500 0.000 0.000 0.000 0.000 0.000 Xl 908,690 60.000 ]790.[300 4050.000 69.000 69.000 69.000 0.000 0.000 0.000 X] 0.000 0.000 0.000 1000.000 O.O00 3000.000 0.000 0.000 0.000 O.O00 ~ GR 446.000 1000.000 446.000 1119.000 443.000 11~0.000 4]7.000 1129.000 434.300 1218.500 GR 434.300 1221.000 434.000 1230.000 434.000 1230.000 434.000 1R30.000 43Z.000 1245.000 ~ GR ~30.000 1255.000 430.000 1285,000 432.000 1290.000 434.000 1]O0.CO0 434.500 1319.000 GR 4]4.600 1121.500 417.G00 1411.000 4]7.000 1411.000 44].000 1420.000 443.000 1420.000 GR 446.000 1421.000 446.000 ]780.000 446.000 ]790.000 44].000 3790.000 440.000 ]815.000 ~ GR 4~0.000 3840.000 418.700 ]874.000 417.800 ]876.500 410.000 ]900.000 410.000 3950.000 GR 415.600 ~964.000 416.600 ~966.500 430.000 4000.000 4]4.000 40Z0.000 440.000 4040.G00 GR 44].000 4050.000 446.000 4050.000 446.000 4080.000 446.000 40~5.000 446.000 5670.000 ~ ~m~ I 14 JUN ~6 9:~2:45 PAGE ' GR 4~6.000 6119.000 443.000 6120.000 4]7.000 6129.000 436.200 61~].500 4]6.200 6186,000 GR 4~6.000 6198,000 4]3.000 6210.000 4]3.000 6230,000 4]6.000 6242.000 4]6.200 6254.000 ~ GR 436.200 6256.500 437=000 6~11.000 443.000 6]20.000 446.000 0121.000 446.000 8405.G00 GR 446.000 8410.000 446.000 8930.000 446.000 9340.000 446.000 914~.000 446.000 11030.000 ~ Xl 908.700 0.000 0.000 0.000 1.000 1.000 1.000 0.000 0.000 0.~00 x2 0.000 0.000 0.000 0.000 O.OOO 0.000 1.000 0.000 0.000 0.000 x] C.OOO 0.000 O.O00 1000.000 0.000 ]000.000 0.000 0.000 0.000 0.000 ~ 8T -]8.000 1000.000 446.000 446.000 1119.600 446.000 446,000 1120.000 446.000 443.000 0.000 1218.500 446.000 443.000 1218.500 446.000 4]4.300 1221.000 446.000 434.]00 0.000 1221.000 446.000 443.000 1119.000 446.000 443.000 1319o000 446.000 434.500 ~ 0.000 1321.500 446.000 4]4.600 1121.~00 446,000 443.000 1420.000 446.000 44].~00 0.000 1421.000 446.000 446.000 3790.000 446.000 446.000 ]790.000 446.000 44].000 0.000 ]874.000 446.000 443.000 ]874.000 446.000 418.700 ]876.500 446.000 417.800 ~ 0.000 ]876.500 446.000 443.000 ]964.000 446.000 44].000 ]964.000 446.000 415.600 0.000 3966.500 446.000 416.600 ~966.500 446.000 44].000 4050.000 446.000 44].000 ~" I~ J~:~. ~5 09:33:10 8512J156,w1 110 PAGE 5 0.000 4050,000 4~6.C00 446.030 5119.000 446.000 446.000 61ZO,COG 446.030 443,C00 0.000 6183.500 440,000 443.000 6183.500 446.000 436.200 6136.000 446.000 436.200 0.000 6136.000 446.000 443,000 6254.C00 4~6.000 443.000 6254.C00 4~6.000 436,200 4' 0,000 6256.500 446.000 436.200 6256,500 446,000 4~3.000 6320.000 446,000 443.~00 0.000 6321,000 446.000 446,000 11030.000 446,000 4~6.000 0,000 0,000 O,CO0 ~ xl 909.600 0,300 O. CO0 0.000 90,000 QO,O00 ~0.000 0.~00 O.OOO O.COO x 2 0,000 O, 000 0. 000 0. 000 0,000 O. 000 1,000 0,0 O0 0. 000 0. C O0 x3 0.000 O.O00 0,000 1000.000 0.000 3000.000 O.GO0 0.000 0.000 O,OOO xl 909,610 0=000 0,000 0.000 1.000 1.000 1,000 0.000 0.000 O.CO0 x~ 0.000 0,000 0,000 1000.000 0.000 3000,000 0.000 0.000 0,030 0.~00 FROM HALFF65. ~NSERTED X3 IN R08 Xl 910.00~ ~0.O0;j ~?~+C.OOO z+035-000 J9.000 39.000 ~9.000 0,000 0.030 O,CO0 ~ x3 G.O00 0.000 O.OOO 1000.000 0.000 ~000.000 0.000 0.000 0.000 O.CO0 X4 3,000 440,000 1125.000 434.500 1126,000 440,000 1415.000 0,000 0,000 0,000 GR 449,500 1000,000 449,500 1075,000 435.800 1076,000 4~4,000 1200,000 430,000 1250,G00 {~ GR 430,000 1300,000 434,000 1370,000 416,000 1400,000 440,000 1470,000 449,500 1476,C00 GR 449.500 372~.000 442.000 3730.000 442.000 3740.000 440.000 3?60.000 438.000 3800.000 GR 430.000 3840.000 410.000 3900.000 410.000 3950.000 430.000 4000.000 434.000 4010.000 ~" GR 438,000 4035.000 438,000 4045,000 449,500 4050,000 450,000 5610,000 450,000 5615,000 GR 450,000 6084,000 434,300 6085,000 434,000 6190,000 433,000 6~00,000 433,000 6250,000 . GR 433,800 63100000 4]4,000 6330,000 434,900 6630,000 450,000 6635,000 450,000 8350,000 ~ GR 437,500 8355,000 438,000 9000,000 439,000 9Z80.000 450,000 9285,000 450,000 10265,000 FROM HALFF65. INSERTED X3 IN ROB ~ xl 910,300 58.000 8580,000 8840,000 30.000 30.000 30.000 0,000 0,000 O.CO0 X 3 0,000 0,000 O,CO0 5920.000 0,000 7500.000 0,000 0,000 0.000 0,000 ~T 8,000 5900,000 449,500 446,500 6300.000 449,500 446.500 85B0,000 449,500 446,500 ~ BT 8840,000 449.500 446,500 10460,000 450,000 447.000 11480.000 450,000 447,000 13190,000 eT 450.000 447,000 14100,000 450,000 447.000 0,000 0.000 0,000 0,000 0.000 GR 449,500 5900,000 446,500 5900,000 438,000 5930,000 436,000 S940,000 436,000 5~70.000 ~ GR 434,000 5980,000 432,000 6020.000 430,000 6090,000 430,000 6150,000 4]2,000 6200.000 GR 434.000 6220.000 436.000 6250.000 438.000 6270.000 440.000 6280.000 4~,6.~00 6300.G00 GR 449,500 6300.000 449.500 8580.000 446,500 8580,000 430,000 8590,000 410,000 8650.000 -,- GR 410,000 8700,000 430,000 8760.000 434,000 8770.000 438,000 8800.000 446,~00 8840,000 OR 449.500 8840,000 450,000 10460,000 450.000 10460,000 450,000 10470.000 450,000 10809.000 1 ~ 14 JUN 86 9:32:45 PAGE ~ OR 450,000 10849,000 436,100 10850,000 436,700 10950,000 435,000 11020.000 432,090 11030,000 GR 434,000 11080,000 436,000 11100,000 436,000 11410,000 438.000 11430.000 450,000 11445,~00 G~ 450,000 11480.000 450.000 11480,000 450,000 13190,000 447,000 13190,000 440.000 13220,000 ~ GR 438,000 13310,000 438,000 13460,000 440,000 1346~,000 442,000 13490,000 442,000 1~610,C00 GR 440.000 13e70,000 439.500 13700,000 440.000 13730,000 440,000 13970,000 439,200 14020,000 GR 440,000 14070,000 447,000 14100,000 450,000 14100,000 0,000 O,O00 0,000 0,C00 FROM HALFF65. INSERTED X3 IN 205 Xl 910.500 0.000 O,O00 0,000 ZO.O00 20.000 20.000 0.000 0.000 0.000 41 x 2 0. OOO O. gO0 O. 000 0. OOO 0.000 O. 000 1.000 0.000 0.000 0. 000 X3 0.000 0.000 O.O00 5920.000 0.000 7500.000 0.000 0.000 0.000 0.000 ~: 1~ j_.t. 36 09:33:1C 8512J136*W1 110 PAGE ~C C,ljO 0.120 0.050 0.100 0.300 0.000 C.O00 0,000 0,000 0.000 FROM HALFF65, INSERTED X3 IN ROB '~ xl 911.500 48,000 ]8]0.000 4190,000 100=000 100,000 100.000 0,000 0,000 0=000 x3 O,OOC 0,000 0.000 1100.000 0.000 2700,000 0,000 0,000 0,000 0,000 ~R 4~5,000 1000.000 438.000 1020=000 438.000 1100,000 436,000 1130,000 434.000 1150.000 !~i. G~ 4S2.000 1220,000 430,000 1250,000 428,000 1270,000 428,000 1290,000 430,000 1305,000 GR 432.00~ 1325,000 434°000 1365.000 4]6,000 1450,000 436,600 1690,000 449.500 1695,~00 ~ ~9.500 3~55,000 440,000 3756,000 440.000 38]0,000 430,000 3840,000 410,000 3900.000 ~ ~R 410.000 3~28.000 41~,C00 39~0,000 4~0.C00 ~030.000 4~4.000 40~0,000 436,000 4100,000 GR 438,000 4170,000 440.000 4190,000 440.200 4210,000 440,300 4220.000 449,600 4220.~00 GR 449.90C 5915,000 435.000 5915,000 434,800 5965.000 434,800 5965,000 436,000 6165,C00 f GR 432,000 6200.000 432,000 6210.000 436.000 6220,000 436.000 6450,000 438,000 6819,C00 GR ~38.000 6~19,000 450.000 6820.000 450,000 8295.000 4~8.000 BSOO.O00 438.000 ~475.C00 G~ ~G.000 9500.000 45~,000 9505.000 450.000 10800,000 0.030 O.CO0 0,000 O.O00 NH 6.000 0.100 3740.000 0,075 49S0,000 0,100 4970,000 0,050 5265,000 0.120 NH ~520,000 0=065 9000,000 O,OOO 0,000 0,000 O.OOO 0,000 0,000 0,000 ~ FROM HALFF65.w SPLIT FLOW ENDS UIS FROM 920,971CARROLLTON LANDFILL -NOW EFFECTIVE AREA ENCROACHMENT SET AT STA Z9401LOWERED LOB N TO 0.100, -NDM .075 IN PARK~ .065 IN GOLF COURSEICARROLLTON PARK TOPO ADDED -NDM ~ xl 9~0,970 54,000 4970.000 5~65.000 980.000 550,000 950.000 0.000 0.000 0,000 x3 0,000 0,000 0,000 2890.000 0,000 3740,000 444.500 O.OOO 0,000 0,000 GR 450,000 1000,000 437,000 1005,000 440.000 1400,000 4SZ,O00 1900,000 434,000 Z260,000 ,m,, GR 436.000 2270,000 438.000 2495.000 438,200 2750.000 438.000 ]005.000 437,800 3200.000 GR 438.000 3400.000 440.000 3670.000 440.000 3765.000 438.000 3772.000 436.000 3?80.000 GR 434,000 3830.000 432,000 3870,000 432,000 3935.000 434,000 3985,000 4~6,000 4125,000 ~' GR 437,]00 4309,000 4]7,300 4310,000 441.000 4675,000 437.300 4950,000 434.000 4970,000 GR 432,000 4995,000 430.000 50~0.000 428,000 5070,000 426,000 5080,000 420.000 5095.G00 GR 410,000 5100,000 410,000 5180,000 420,000 5185,000 424,000 5195,000 426,000 5230,C00 il~ GR 430.000 5Z50.000 4]8.000 5265.000 438.800 5325.000 450.000 5330.000 450.000 6029.000 GR 438.000 6030.000 438.000 6155.000 437.000 6500.000 438.000 6805.000 438.000 7025.000 GR 436.000 7210.000 434.0C0 7375.000 434.000 7385.000 436.000 7445.000 436,200 7945.000 ' GR ~50,000 7950,000 450.000 8480,000 438,000 8485,000 438.500 9000.000 0,.000 0.000 QT 7,000 O.O00 0,000 0,000 0.000 0,000 55800,000 44400.000 0.000 0,000 .w N~ 5=000 0.050 13680.000 O.OSO 14502.000 0.045 1478].000 0=040 15730.000 0.085 NM 20000,000 0,000 0,000 0,000 0,000 0.000 0.000 0,000 0.000 0,000 1 PAGE J 14 JUN 86 9:32:45 · ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR. ADDED -NDM Xl 930.000 50.000 1450Z.000 1~,783.000 800.000 690.000 903.000 0.000 0.000 O.O00 X3 O.O00 0.000 0.000 12450.000 0.000 15730.000 444.600 O.QO0 0.000 0.000 ~ GR ~50.000 6050.000 442.000 6060.000 440.800 6335.000 440.700 6860.000 440.0~0 7170.000 GR 440.000 7720.000 434.000 8350.000 434.000 8625.000 440.000 9410.000 446.700 10380.000 GR 436.000 10885.000 438.000 11575.000 436.100 11830.000 447.500 12000.000 440.000 12130.000 ~' GR 440.OOO 12450.000 440.000 13000.000 4~0.200 13680.000 440.000 14197.000 439.000 14392.000 GR 438.000 14462.000 435.000 1449Z.000 434.400 14502.000 431.400 14572.000 431.000 14607.000 GR 415,900.14639,000 409.600 14641,000 409.600 14695,000 415,900 14697,000 427,400 147Z0,000 tJ GR ~Z9.200 14739,000 430,400 14765,000 440,500 14783,000 440,000 14810,000 441,200 14860,000 GR 440.000 14890.000 438.000 15054.000 438.000 15750.000 438.000 17185.000 437.500 17425.G00 ~!/~ 14 jjF. ~ 09:]]:10 ~51ZJ116'~1 110 P~GE 7 G~ 437.500 17685.000 435.000 18110.000 438.000 18900.000 440,000 10100.000 441.000 19160.000 GR 442.000 19520.000 443.000 19735.000 444.000 19850.000 445.000 19905.000 450.000 20000.000 (~.~ ~H 5.000 0.065 13835.000 0.060 14783.000 0.045 15050.000 0.040 15700.000 0,085 NH 20000.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 ADDED FROM RIVERCHASE MOOELIGARROLLTON LANDFILL ENCR. ADDED -NDM ~ xl 93?.800 54.000 14783.000 15050.000 500.000 ?50.000 ?80.000 0.000 0.000 0.000 x] 0.000 0.000 0.000 12600.000 0.000 15700.000 444,800 0,000 0.000 0.000 GR 4J8.000 8000.000 438.000 8920.000 440.000 92~0.000 440.000 9640.000 436.900 98~0.~00 ~ G~ ~40.500 10500.000 436.500 10700.000 438.500 11080.000 438.500 11440.000 445.100 11510.C00 GR 448.500 11~60.000 462.200 119Z0.000 45?.000 12510.000 440.000 12600,000 4]?.000 11165.{300 GR 43?.500 13835.000 439.500 14115.000 440.000 14510.000 440.000 145~5.000 439.000 14600.000 ~ GR 4~8.000 14635.000 4]?.000 14725.000 435.000 14760.000 434.600 1~78].000 4~2.900 148~3.000 GR 416.500 14566.000 414.500 148~?.000 414.500 14919.000 416.500 14940.000 4]0.400 14959.000 GR 411.800 14970.000 4~1.900 14990.000 440.700 15046.000 4~0.700 150j0.000 441.800 15099.000 t GR 4~1.800 15100.000 440.000 152~4.000 429.400 15294.000 4~9.400 15~14.000 438,000 15550.000 GR 4]8,000 15700.000 438,000 16700.000 438.800 1~1~0,000 4]6.600 17300.000 438,000 lZ~60.COQ GR 4]8.000 17~50.000 437.600 17830.000 438,000 18040.000 439.500 18450,000 4]9.300 19100,000' ~ GR 440.000 19400.000 44~.000 19805.000 445.000 19915.000 4~0.000 ZOOQO.OOO 0.000 0.000 NH 5.000 0.060 11950.000 0.060 14000.000 0.045 14]Z0.000 0.040 15050.000 0.080 ' NH 19000.000 0.000 O.OOO 0.000 0.000 0.000 O.OOO 0,000 0.000 0.000 ADDED FROM RIVERCHASE MODELICARRQLLTON LANDFILL ENCR. ADDED -NDM Xl 9S0.9~0 5?.000 14000.'000 14]~0.000 13Z0.000 1120.000 1120.000 0.000 0.000 0.000 _ x] 0,000 0,000 0,000 11850,000 0,000 1~050,000 445,000 0,000 O,OOO 0,000 OR 452.800 6000.000 452.400 6100.000 444.300 6300.000 444.200 6400.000 442.400 6600.000 GR 441.500 6800.000 442.500 7100,000 437.600 7500.000 438.900 84?5,000 439.800 9100,000 { GR 440.200 9110.000 439,900 9210.000 435.100 9700.000 438.900 10100.000 440.500 10300.000 OR 440.200 10500.000 441.400 10600.000 44~.000 11000.000 442.300 11080.000 440.940 GR 440.800 11930.000 441.600 11950.000 440,000 11965.000 440,000 13250,000 446.500 13400.000 ~ GR 444.000 13600,000 446,900 13700.000 441.200 13800.000 442.800 13940.000 445.200 13970.000 GR 443.000 14000.000 4Z?.O00 14135.000 412.?00 14175.000 410.600 14190,000 428.000 14235.000 GR 426.000 14260.000 430,000 14300.000 442.500 14320.000 440,900 14444.000 440.900 14594,000 * OR 429.800 14634,000 429.800 14864.000 439.100 14900.000 439,750 15050.000 440,400 15200.000 OR 439.400 15400.000 439.200 15800.000 438.600 1~880.000 437.800 1~000.000 438.500 17100.000 GR 439.300 17444.000 439.900 17700.000 439.400 17800.000 439.300 18540.000 441.800 18900.000 ,- GR 443,800 189)0.000 444.100 19000.000 0.000 0.000 0.000 0.000 0.000 0.000 EJ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 ~ 14 JUN 86 9:32:45 PAGE 7 · SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLO8 QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VRO6 XNL XNCH XNR WTN ELMIN SSTA ~ SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST · .pRoF, CCHV= 0.100 CEHV= 0.300 ~ 1490 NH CARD USEO ,SECNO 864.]00 · JjN ~ 09:33:10 ~512J1j6~Wl 110 PAGE 5 ~ODEL DEVELOPED BASEa ON CURRENT FIS MODEL OF 318~ - FILE -NOM "ELMBLTR" (NATURAL RUN) AND "ELMBLFWR" (FLOODWAY RUN) -NDM AS ELMFISX - THIS VERSION WAS FURTHER UPDATE( TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE*' ELMFISXR"- NDM FROM MALFF65. REVISED TC REFLECT IFCDIII O'FLOW SW~LE -HALFF PROPOSED BELTLINE ROAO FILE "ELMPROBR" WAS DIVIDED INTO -NDM INTO A RIGHT, CHANNEL AND LEFT COMPUTER MODEL -NOM ~:~.~G 28.]5 45a.55 c.oo 438.]5 4~8.41 0.06 0,00 0.00 416.00 ~z09, 1~492. 8259. 20449, 6261, ]853. 13~3~. 0, o. 436.00 0,00 z.47 2.14 1,48 0,0~6 0,050 0.041 0,000 410.00 9918,47 0.0031~6 2~00, 2430, 2200, 0 0 0 0.00 394~.72 1~868,19 1~90 NH CARD USED · SEC~O &7a. OCO ]2~ ~IVIDED FLOW 8Ta. OO 26.55 4~8.55 0.00 0.00 4]8.62 0.07 0.20 0.00 4]9.00 44400. 1~565. 910~. 167~Z. 7687. 4058. 90?8. 685. 123. 419.00 0,17 2.42 2.24 1.84 0.0~7 0.050 0.040 0.000 412.00 1019.08 0,000177 1200. 1~70. 1400, I 0 0 O.O0 ~99~.12 5177,46 1490 NH CARD USED · SECNO 880.000 ~265 DIViDeD FLOW ~280 CROSS SECTION ~0.00 EXTEND~G ~.57 FEET FROM HALFF65. FE-C SwALE ENDS ~ N END OF FS-C LEVEE. REVISED TO REFLECT I~CDIII O'FLOW 5WALE & LEVEE. NOTE "N" VALU~ TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY B80.00 26.56 43~.56 G.OO 0.00 438.88 0.12 0.05 0.91 4J9.00 ~GO. 573~. 13~2~. 2~9~5. 4042. 4068. 9155. 772. 1~1. 439.00 j.19 1.~7 3.32 2.72 0.050 0.050 0. C40 0.000 412.OC 8~0.00 0.0C,3358 200. 200. 200. 1 0 0 0.00 4143.69 5177.54 PAGE 14 JUN 86 9:]2:45 SECNO DEPTH CWSEL CRIWS WSELK EG MV HL OLOSS BANK ELEV Q QLO~ QCM QROB ALOB ACH ARO8 VOL TWA LEFT/RIGHT TIME VLO~ VCM VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOSL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1~90 NH CARD USED · SEChQ 895.900 ~470 ENCROACHMENT STATIONS= 2058,0 3500.0 TYPE= 1 TARGET= 144Z.000 SYN. X-SEC TAKEN FROM 1"=400* TOPO AND FB-C ANO ZFCDII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY 39:35:10 5512J13D*.l 110 PASE ~ SHO~S O'BANK CLEARING BOTH SIDES, FE-C FILL U.S. OF HUTTON BRANCH AND IFCOIII GRAPEVINE CREEK IMPRCVE~ENTS IN EFFECTIVE FLOw AREAS hERE BLOCKE3 OUT DUE TO THE EFFECT -NDM OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV 450. -NDM FLOW SPLIT MCDEL STARTS AT CROSS SECTION 895.9 -NDM '~.90 11.96 43~,96 0.00 0,00 438.98 0.01 0.28 0,01100000,00 ~!~O0, 58.30. 0. O. 6145, O. 0. 10~5, 190, 100000,00 3.49 0.94 0.00 0,00 0.050 0,050 0.0~0 0,000 427,00 2058,00 j..;~;.;C57 1060, 1590, 610. 2 0 0 0=00 762,00 2820,00 1~9~ hH CARD USED *SECN~ 905.3C0 5~70 ENCROACHMENT STATIONS= 2C00.0 4000.0 TYPE= 1 TARGET= 2000.000 SYN X-SEC T~KEN F~OM 1"=400' TOPO AND FB-C AND IFCDIII PLANS NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES~ FB-C FILL U,S, OF HUTTON BRANCH AND IFCOlII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAD AND RR USING GR CARDS AT ELEV 445. AND450.0 -NDM ON RIGHT S10E THE FLOW WAS EXPANDED OUT TO THE EX= SHALE -NON FLOW SPLIT 0IS OF THIS SECTION CONSIDERS WEIR FLOW OVER -NDM LEDBETTER ROAO TO THE OVERFLOW SHALE -NDM 905,30 11,00 4.39.00 O,O0 0.00 439,O4 0,04 0.O6 0,01100000,00 5800, 5800, O, O, 3778. O, O, 1103, ZOO, 100000.00 0.60 1.54 0.00 0,00 0.050 0.050 0.0~0 0.000 428,00 2022.96 0.000182 600. 940. 1035. 2 0 0 0.00 587.04 2610.00 1~9~ NH CARD USED *SECNO 908,000 3470 ENCROACHMENT STATIONS= 1115.0 3000.0 TYPE= 1 TARGET= 1885.000 NH CARD REVISEO TO INCLUDE STCHR (4030 CHANGED TO 4190) ...... NDM 411186 INEFFECTIVE FLOW AREAS ON THE RIGHT SIDE DIS OF BELTLINE RD NDM WER~ SET FROM THE BRIOGE TO THE EX. SWALE AT ELEV. 449. NOM 1~ JUN 86 9:32:45 PAGE FROM MALFF65. INSERTED X3 IN ROB 905,00 11,02 439,02 0.00 0,00 439.14 0,11 O,Oa 0,02100000,00 5~00, 5800, O, O, 2137, O, O, 1120, 202, 100000,00 0,62 2.71 0.00 0.00 0.050 0.050 0.040 0,000 428.00 1115.00 0,000~27 250, 270, 200, 0 0 0 0,00 335,27 1~50,27 CCHV= 0,300 CEHV= 0,500 *SECN0 908,690 3470 ENCROACHMENT STATIONS= 1000.0 3000.0 TYPE= I TARGET= 2000=000 90S,69 9,03 ~39,03 O,O0 O,O0 ~39,~4 0.31 0,10 0,10100000,00 5800, 5800, O, O, 1297, 0, O, 1123, 203, 100000,00 0,63 4,47 O,OO 0,00 0,0~0 0,050 0,080 0.000 430,00 1125,96 0.006402 69. 69, 69, 2 0 0 0,00 288.08 1414,04 U~', ~ 0~:3~:1C S512J136-Wl 110 PAGE 1] ,~::~,,~ ~06.700 ~S7j ~ORMAL BR1OGE, NRD= 3~ MIN ~LTR~: ~46.~0 MAX ELLC= 446.00 ~?'~ ENCROACHMEN~ STATIONS= 1000.0 3000.0 TYPE= 1 TARGET= 2000.000 ~.70 9.03 ~30.03 0.00 0.00 439.35 0.32 0.01 0.01100000.00 5S~=~. 5800. O. O. 1275. O. O. 1123. ZOO. 100000.00 ~.03 4.5~ 0.00 0.00 0.080 0.050 0.080 0.000 430.00 1125.96 ,].3~Z~O9~9 1. 1. 1. 0 0 0 -2].02 28~.09 141~.04 · SECf, O 909.600 337~ '~CRMAL BRZOGE, NRD= 3~ MIN ELTRD= 44~.00 MAX ELLC= 446.00 3470 ENCROACHMENT STATIONS= 1000.0 3000.0 TYPE= 1 TARGET= 2000.000 909.60 9.64 439.64 0.00 0.00 439.89 0.25 0.52 0.02100000.00 5800. 5800. O. O. 1447. O. O. 112~. 203. 100000.00 0.63 4.01 0.00 0.00 0.080 0.050 0.080 0.000 430.00 0.00~844 90. 90. 90. 1 0 0 -26.05 289.91 1414.95 · SECNO 909.610 ~470 ENCROACHMENT STATIONS= 1000.0 ~000.0 TYPE= 1 TARGET: ~000.000 9G9.61 9.66 4~9.66 0.00 0.00 4~9.90 O. Z4 0.00 0.00100000.00 5~00. 5800. O. O. 1477. O. O. 1125. ZOO. 100000.00 0.~3 3.9~ 0.00 O.GO 0.080 0.050 0.0~0 0.000 430.00 1125.02 0.004341 1. 1. 1. 1 0 0 0.00 28~.96 1414.9~ PAGE 14 JUN 86 9:~2:45 5ECNO OEPTH CWSEL CRIWS WSELK EG MV HL OLOSS BANK ELEV ~ QLO5 QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TZ~E VLQB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOSL XLCH XLOSR ITRIAL IDC ICONT CORAR TOPWZD ENDST · SECNO 910.000 ~265 OIVIDEO FLOW ~70 E~CROACHMENT STATIONS= 1000.0 3000.0 TYPE-' I TARGET= 2000.000 FROM MALFF65o INSERTEO X~ IN ROB 910.00 9.92 4~9.92 0.00 0.00 440.0~ 0.11 0.09 0.04100000.00 5800. 5800. O. O. 214~. O. O. 1127. 204. 100000.00 0.64 2.71 0.00 0.00 0.0~0 0.050 0.080 0.000 ~0.00 1075.70 0.001520 39. 39. 39. 2 0 0 0.00 337.98 1414.6~ i 1- J~ 85 09:3j:lO 5512J156,Wl 110 PAGE 11 *SECNO 910.300 337j NORMAL BRIOGE,NRO: ~ MIN ELTR3= ~49.50 MAX ELLC= 447.00 3~73 ~Z~CROACHMENT STATIONS-- 5920.0 7500.0 TYPE= 1 TARGET= 1580.000 ~ FROM HALFF65, INSERTED X3 IN ROe ~!3.50 9.99 439.99 0.00 0.00 4~0.07 0,08 O.O~ 0.01100000.00 5~00. 5800. O. O. 2525. O, O. 1129. 204. 100000.00 0 3.54 2.30 0,00 0.00 C.080 O.O~O O.O~O 0.000 4~.00 592~.9~ 0.00j9~1 ]0. 30. 30. 1 0 0 0.00 357.04 ~279.99 0 ~ *SECNO 910.500 3~7~ ~O~MAL BRIOGE,NRD= ~ MIN ELT~D= 449.50 MAX ELLC= ~7.00 3~70 ENCROACHMENT STATIONS: 5920.0 7500.0 TYPE= 1 TARGET= 1580.000 · FROM HALFF65. INSERTED X] IN ROE 910.50 10.01 440.01 0.00 0.00 440.09 0.08 O.OZ 0.00100000.00 5500. 5800. O. O. 2533, O. O. 1150. 204. 100000.00 ~ 0.64 2.29 0,00 O.O0 0.080 0.050 0.080 0.000 430,00 5922.88 0.00095~ ZO. 20. 20. 0 0 0 0.00 357,17 6280.05 ~ CCHV= 0.100 CEHV= 0.300 *SECNO 911,500 3470 ENCROACHMENT STATIONS= 1100.0 2700.0 TYPE= 1 TARGET= 1600.000 1 PAGE 14 JUN 86 9:32:45 FROM HALFF65. INSERTED X3 IN RO~ ' 911.50 12.19 440.19 0.00 0.00 440.24 0.04 0,14 0.00100000.00 5~00. 5800. O. O. 3465. O. O. 1157. 205, 100000.00 0,66 1,67 0,00 0,00 0.150 0,050 0,120 0,000 425,00 1100,00 ,w 0,002247 100. 100. 100. 2 0 0 0.00 591.~9 1691.39 0 1490 NH CARD USED · ,SECNO 920.970 ~280 CROSS SECTION 920.97 EXTENDED 3.86 FEET · 3~70 ENCROACHMENT STATIONS= 2890.0 ~740.0 TYPE= 1 TARGET= 850.000 FROM HALFF65.* SPLIT FLOW ENDS UIS FROM 920.971CARROLLTON LANDFILL -NDM ( EFFECTIVE AREA ENCROACHMENT SET AT STA 29401LOWERED LOB N TO 0.100, -NOM .OT5 IN PARK, .065 IN GOLF COURSEICARROLLTON PARK TOPO ADDED -NDM 920.97 4.55 442.35 0,00 0,00 442,40 0.05 2.16 0.00 444.50 ~ 5800. 5800. O. O. 3331. O. O. 121~. 221. 444.50 0.82 1.74 0.00 O.O0 0.100 O.OSO 0.120 0.000 437.80 2890.00 0.002169 980, 950. 550. 2 0 0 0.00 850.00 3740.00 · o 1490 NH CARD USED · 09:33:10 ~512J136,w1 110 PAGE 12 -SEConD ~30.000 ~7!'~ ~NCROACHMENT STATIONS= 12450.0 15730.0 TYPE= 1 TARGET= 3280.000 ADDED FROM RiVERC,ASE MOOELICARROLLTON LANDFILL ENCR. AODED -NDM ;:,j.oa 53.1~> 4~2.76 0.00 0,00 44],0] 0.27 0.56 0.07 43~,.~0 ~-00. 89~7. 25375. 10058. 589~. 4851. 4071. 1380. 25~. 440.50 ~.~7 1.52 5.23 2.47 0.0~0 0.045 0.040 0.000 409.~0 12450.00 0.0L~611 800. 903. 6~0, ] 0 0 0,00 3280.00 15730.00 1,~;~ ~h CARD USED *~EC~ ~37.~00 ~70 E,~CROACHMENT STATIONS= 12600.0 1~700.0 TYPE= I TARGET= ]100.000 ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. ADDEO -NOM ~37.80 2~.75 4~.2e 0.00 O.OO 443.~8 0.13 0.34 0.01 434.6.3 ~00. 1~227. 1383~. 163~5. 11115. ]972. SIOZ. 1698. 516. ~40.70 0.96 1.2~ 3.48 ].20 0.06] 0.045 0.040 0.000 414.50 12600.00 O.OOO]ZS 800. 780. 7~0. 2 0 0 0.00 ]100.00 15700.00 1490 NH CARD USED ,SECNO 950.970 3Z65 DIVIDED FLOW PAGE 14 JUN 86 9:]2:45 SECNO DEPTH CWSEL CRIW5 WSELK EG HV NL OLOSS BANK ELEV Q QLOB QCH QROB ALOE ACH ARO8 VOL TWA LEFT/RIGHT TIME VLOE VCH VRO5 XNL XNCH XNR WTN ELMIN 5STA SLOPE XLOEL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 EhCROACHMENT STATION5= 11850.0 15050.0 TYPE= I TARGET= ]200.000 ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. ADDED -NDM 953.97 ]3.09 44].69 0.00 0.00 445.91 0.22 0.50 0.03 443.00 44400. 4994. 20546. 1~860. 5520. 4899. 5167. 2240. 405. 442.50 1.06 0.90 4.19 ~,65 0.079 0,045 0,040 0.000 410.~0 11850.00 0.00044] 1320. 1320. 1320. 2 0 0 0.00 2739.~1 15050.00 PAGE 14 JUN 86 9:~2:45 THIS RUN EXECUTED 14 J~N ~6 9:]2:5½ HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - 01,02,0~,04,05 MODIFICATION - 50,51,52,53,54,55 '"" 1,, J'J", ,55 09:~,3:10 E~512J136*W1 110 PAGE T1 BELT LINE RO~D BRIDGE ANALYSIS JUNE 1986 DLJ TZ BRIDGE ALT #2 3001Z601300 -LE~T SPLIT T3 Q=55800 CFS NATHAN D. MAIER ENGINEERS J1 ~CHECK INQ hINV IOIR STRT METRIC HVINS Q WSEL FQ O. 7. 0. O. O.OOOOO0 O.00 0.0 3. 439.650 O.000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15.000 0.000 -1.C00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PAGE 14 JUN 86 9:32:45 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV G QLOB QCH QRO6 ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROS XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLO6R ITRIAL IOC ICONT CORAR TOPWZD ENDST tPROF 2 CCMV= 0.10G CEHV= 0.300 1~90 NH CARD UBEO · SECNO 864.5C0 MODEL DEVELOPED BASED ON CURRENT FIS MODEL OF 3~86 - FILE -NDM 'ELMBLTR" (NATURAL RUN) AND 'ELMBLFWR' (FLOODWAY RUN) -NDM AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR'. NDM FROM HALFF6S. REVISED TO REFLECT IFCDIII O'FLOW SWALE -HALFF PROPOSED BELTLINE ROAD FILE 'ELMPROBR" WAS DIVIDED INTO -NDM INTO A RIGHT, CHANNEL AND LEFT COMPUTER MODEL -NDM 864.30 29.65 439.65 0.00 439.65 439.72 0.07 0.00 0.00 456.00 55800. 18629. 9450. 27721. 7331. 4165, 17595. O. O. 436.00 0.00 2.54 2.27 1.58 0.036 0.050 0.042 0.000 410.00 9914.86 0,000138 2300. 2430. 2200. 0 0 0 0.00 395~.94 13871.~1 1490 NH CARD USED · SECNO 878.0C0 87~.00 27.85 439.55 0.00 0.00 ~39.93 0.08 0.21 0.00 439.00 55~00. 23313. 1057~. 21908. 9~85. 4448. 12379. 847. 125. 439.00 0.17 2.~8 2.38 1.77 0.038 0.050 0.043 0.000 412.00 1015.23 0.000182 1200. 1370. 1400. 1 0 0 0.00 4165.71 5180.94 o 1490 NH CARD USED · SECNO 880,000 3280 CROSS SECTION 880.00 EXTENDED 1,88 FEET ' 14 J~N 8b 09:3]:10 ~512J15O"W1 110 PAGE FROM HALFF65. FB-C SWALE ENDS ~ N END OF FB-C LEVEE. REVISED TO REFLECT IFCDIII O'FLOW SWALE ~ LEVEE. NOTE 'N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY J ~Sj. O0 27.8~ 439.58 0.00 0.00 4]9.99 0.11 0.05 0.01 4]9.00 55300. 96~8. 14997. ]1155. 5934. 4460. 12485. 960. 145. 0.19 1.63 ].36 2.50 0.050 0.050 0.04] 0.000 41Z.00 880.00 · 0.000363 200. 2GO. 200. 0 0 0 0.00 4301.05 5181.05 0 1~9~ ~ CARO USED · ,SECNO ~95.9~0 3470 ENCROACHMENT STATIONS= 2G58.0 ]500.0 TYPE= 1 TARGET= 1442.000 ( 1 PAGE 1~ JdN 86 9:32:45 · SYN. X-SED TAKEN FROM 1"=400. TOPO AND FB-C AND IFCDII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY · SHOWS O'6ANK CLEARING BOTH SIDES, FB-C FILL U,S, OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE BLOCKEO OUT DUE TO THE EFFECT -NDM ". OF BELTLINE ROAO AND RR USING GR CARDS AR ELEV 450, -NDM FLOW SPLIT MODEL STARTS AT CROSS SECTION 895,9 -NDM 895,90 13,25 440.25 0.00 0.00 440,27 0.02 0.28 0,01100000,00 It 8700, 8700, O. O, 7126. 0. O- 1288, 195. 100000.00 0,42 1.22 0,00 0,00 0,050 0,050 0,043 0,000 427,00 2058,00 0.000081 1060. 1590. 610. 2 0 0 0,00 762,00 2820,00 · o 149g NH CARD USED · SECNO 905.]00 34?0 ENCROACHMENT STATIONS= 2000.0 4000.0 TYPE: 1 TARGET= 2000.000 SYN X-SEC TAKEN FROM 1"=400, TOPO AND FB-C AND IFCOIII PLANS NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS · INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAD AND RR USING GR CARDS AT ELEV ~5. AND450.O -NDM ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX, SWALE -NDM · FLOW SPLIT DIS OF THIS SECTION CONSIDERS WEIR FLOW OVER -NOM LEDBETTER ROAD TO THE OVERFLOW SWALE -NDM 905.]0 12.30 440.30 0.00 0.00 4~0.36 0.06 0.08 0.01100000.00 ~ 8700. 8700, O, O. 4546, O. O, 1168, 204, 100000,00 0,51 1,91 0,00 0,00 0,050 0,050 0,04] 0,000 428,00 2015,11 0.000257 600. 940. 1035, 2 0 0 0.00 594.89 2610,00 1490 NH CARD USED · SECNO 908.0C0 · 3470 ENCROACHMENT STATIONS= 1115.0 3000.0 TYPE= 1 TARGET= 1885.000 NH CARD REVISED TO INCLUDE STCHR (4030 CHANGED TO 4190) ...... NDM 4111~6 · INEFFECTIVE FLOW AREAS ON THE RIGHT SIDE DIS OF BELTLINE RD NDM WERE SET FROM THE BRIDGE TO THE EX. SWALE AT ELEV, 449. NDM · am, 14 JU~ ~3 09:33:10 8512J136*W1 110 PAGE 15 _ FROM MALFF65, INSERTED X3 IN ROE ~O~,OC 12,32 440.32 0.00 0.00 440.49 0.18 0,10 0.04100000,00 c?C3. 8700. O. O. 2568, O. 0, 1589. ~07, 100000,00 ~ .~.53 3,39 0.00 0.00 0.050 0.050 0.043 0,000 428.00 1115,00 ~ D.CC3~O0 250, 270, 200, 2 0 0 0,00 335.36 1450,36 · eCHO= C.300 CEHV= 0,500 · $ECNO gC~.6gO 1 PAGE 16 · 0 1~ J~N 86 9:52:45 t SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ~ QLO~ QCH QRCB ALOB ACH AROB VOL TWA LEFT/RIGHT TI!4E VLO~ VCH VR05 XNL XNCH XNR WTN ELMIN SSTA ~ SLOPE XLOBL XLC~ XLOSR ITRIAL IDC ICONT CORAR TOPWID ENDST 3~70 ENCROACHMENT 5TATION5= 1000,0 ]000,0 TYPE= 1 TARGET= 2000,000 90~,69 10,32 440,]2 0.00 0.00 440,74 0,42 0,12 0,12100000,00 8700. ~700. O. O. 1671. O. O. 1~92. 20~. 100000.00 0,53 5,21 0,00 0,00 0,080 0,050 0,080 0,000 4~0,00 11Z~,OZ 0.00~7Z7 69. 69. 69. 2 0 0 ' O.O0 291.95 1615.95 0 *SECNO 908,?00 ~ 3370 ~ORMAL BRIDGE,NRD= 38 MIN ELTRO= 446,00 MAX ELLC= 445.00 Jj 3470 ENCROACHMENT STATIONS= 1000,0 3000.0 TYPE= 1 TARGET= 2000,000 908.70 10,3Z 440,32 0.00 0.00 440,75 0.44 0.01 0,01100000,00 8700, 8700, O. O. 1642, O. O, 1392, 205, 100000,00 0,53 5.30 0.00 0.00 0.0~0 0,050 0.080 0,000 430,00 1124.02 0.007~97 1. 1. 1. 0 0 0 -29.48 291.96 1415.98 0 tie *SECNO 9G9.600 3370 NORMAL BRIDGE,NRO= 38 MIN ELTRD= 446,00 MAX ELLC= 446,00 3~70 ENCROACHMENT STATIONS= 1000,0 3000.0 TYPE= 1 TARGET= 2000,000 I 909,60 11,00 441,00 0,00 0.00 441,35 0,35 0,57 0.03100000,00 870~. 8700. O. 0. 1537, O, O, 1596, 208, 100000,00 ~.53 4.74 0.00 0,00 0,080 0,050 0.080 0,000 430.00 11Z3.00 ( 0.005367 90. 90. 90. 2 0 0 -32.86 293.99 1417.00 0 ,SECNO 909.610 · 3470 ENCROACHMENT STATIONS= 1000.0 3000.0 TYPE= 1 TARGET= 2000.000 909.61 11,02 441.02 0.00 0.00 441.35 0.33 0.01 0.00100000.00 J, 8700. 8700. O, O. 1874. O. O. 1396. 208. 100000.00 0.53 4.64 O.O0 O.OO 0.080 0.050 0,080 O. O00 ~30.00 1122.98 ~ 1~ j~k 86 09:33:10 J512J136,W1 110 PAGE 15 0.~]C~726 1. 1. 1. I 0 0 0.00 294.03 1417.02 · ~EC~3 910.000 ~ 1 PAGE t~ J;jN 86 9:32:45 ~ECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ; ~LOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT ~ ~:~E VLO~ VCH VROe XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLCH XLDBR ITRIAL IDC ICONT CORAR TOPWID ENDST ]~78 £NCROACHMENT STATIONS= 1000.0 ~000.0 TYPE= 1 TARGET= Z000.000 J FROM ~ALFF65. INSERTED X3 IN R05 910.00 11.]5 ~1.35 0.00 0.00 4~1.51 0.16 0.11 0.05100000-00 ETO0. 8700, O. O. 2706. O. O. 1398. Z09. 100000.00 I O.S4 3.21 0.00 O.OO 0.080 0.050 0.080 0,000 410.00 1075.59 0.001811 39. 39. 39. 2 0 0 0.00 39S.~6 1~70.86 0 · ,SECNO 910.300 3~70 NORNAL BRIDGE,NRD= 8 HIN ELTRD= ~9.50 NiX ELLC= ~?.00 3~?0 E~CROACHHENT STATIONS= 5920.0 7500.0 TYPE= 1 TARGET= 1580.000 ~ FROH HALFF65. INSERTED X3 IN R08 910.30 11.~ ~1.~ 0.00 0.00 ~1.57 0.13 0.0~ 0.01100000.00 8700. 8700. O. O. 3052. O. O. 1~00. 209. 100000.00 ~ 0.5~ 2.8S 0.00 0.00 0.080 0.050 0.080 0.000 ~30.00 5920.00 0.001218 30. 30. 30. 0 0 0 0.00 36~.~7 628~.~7 0 · SEChO 910.500 3~?0 NORHAL BRIDGE,NR3= 8 NIN ELTRD= ~9.50 N~X ELLC= ~7.00 ~70 ENCROACHMENT STATIONS= 5920.0 7500.0 TYPE= 1 T~RGET= 1580.000 · FRON H~LFF65. INSERTED X3 IN RO~ 910.50 11.~7 ~1.~? 0.00 0.00 ~1.S9 0.13 0.02 0.00100000.00 8700. 8700. O. O. 3059. O. O. 1~01. 209. 100000.00 tw 0.5~ 2.8~ 0.00 0.00 0.080 0.050 0.080 0.000 ~30.00 S920.00 0.001209 20. 20. 20. 0 0 0 0.00 36~.53 628~.S3 ~ CCHV= 0.100 CEHV= 0.300 · SECNO 911.S00 · 3~?0 ENCROICHNENT STATIONS= 1100.0 2700.0 TYPE= 1 T~RGET= 1600.000 FRON HALFF6S. INSERTED X3 IN ROB 911.50 13.71 ~1.71 0.00 0.00 ~1.?? 0.06 0.17 0.01100000.00 · 8?00. 8700. O. O. ~360. O. O. 1~10. 210. 100000.00 0.56 2.00 0.00 0.00 0.150 0.050 0.120 0.000 ~28.00 1100.00 t il~ 14 Jd~ Sb 09:33:10 a512J136*w1 110 PAGE 17 ~ 0.0C2518 100. 100. 100. 2 0 0 0.00 591.98 1691.9~ JUN 86 9:32:45 PAGE 18 ~ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS ~ANK ELEV ~ J ~LOB QCH QROB ALOB ACH AROE VOL TWA LEFT/RIGHT TIME VLO~ VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ~ 1490 NH CARD USED *SECNO 920,970 3Z80 CROSS SECTION 920.97 EXTENDED 5.27 FEET ]470 ENCROACHMENT STATIONS= 2890.0 3740.0 TYPE= 1 TARGET-' 850.000 · FROM HALFF6S., SPLIT FLOW ENDS UIS FROM 920.971CARROLLTON LANDFILL -NDM · EFFECTIVE AREA ENCROACHMENT SET AT STA 29401LOWERED LOB N TO 0.100, -NDM .075 IN PARK, .065 ZN GOLF CDURSEICARROLLTON PARK TOPO AODED -NDM " 920.97 5,97 443.77 O.OO 0.00 443.83 0,06 2.06 0.00 444.50 ~ 8700. 8700. O. O. 4529. O. O. 1510. 226. 444.50 0.70 1.92 0.00 0.00 0.100 0.050 0.120 0.000 437.80 2890.00 ,m,. 0.001786 980. 950. 550. 2 0 0 0.00 850.00 3740.00 ~,- O 1490 NH CARD USED · ,3ECNO 930.000 ~ ]470 ENCROACHMENT STATIONS= 12450.0 15730.0 TYPE-' 1 TARGET= ]280.000 · ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. ADDED -NDM O 930,00 34.52 444,12 0.00 0.00 444.35 0.22 0.46 0.05 434.40 55800. 15353. 26135. 14312. 8702. 5235. 5]66. 1728. 26]. 440.50 " 0.76 1.76 4.99 2.07 0.050 0.045 0.040 0.000 40~.60 12450.00 ' 0.0C050] 800. 903. 690. 3 0 0 0.00 3280.00 15730.00 9 ~" 1G90 NH CARD USED ~ *SECNO 937.8C0 · 3~70 ENCROACHMENT STATIONS= 12600.0 15700.0 TYPE= 1 TARGET-- 3100.000 ~ ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR, ADDED -NOM 937.~0 30.03 444.53 0,00 0.00 444.67 0.13 0.31 0.01 434.~0 · 55800, 20312. 15705. 19783. 13902a 431]. 5931, 2122, 321, 440.70 0 0.~4 1.46 3.64 3,34 0.063 0.045 0,040 0.000 414.50 12600,00 0.000318 500. 780. 7BO. 3 0 0 0.00 3100.00 15700.00 1490 NH CARO USED *SECNO 9~0,970 3265 DIVIDED FLOW · 1 · 14 JUN 86 9:]2:45 PAGE 19 · · I 14 JUN 5o 39:55:10 ~512J136.W1 110 PAGE Sc~,N3 DEPTH CwSEL C~IWS WSEL,~ EG nV HL OLOSS ~ANK ELEV ~ CLO~ ;Cd CRC5 ALO~ ~CH ARO6 VOL TW~ LEF~/R~GHT ~2 ~E VLO5 VCH VRC3 XNL XNCH XNR WTN ELMIN SSTA SLjPE XLOEL XLCH XLOaR IT2I&L IDC ICONT CORAR TC~iD :NLST 52~] ~RSSS SECTION 9~G.~7 EXTE;'~DED O.~a FEET I 5~7j =~C~O,Ch~EN1 STATIONS: I~EEO.O 15050.0 TYPE: 1 TARGET: ]200.000 ( ~DDEC FROM RIVE~CHASE MCD~L/C~RROLLTON LANDFILL ENCR. ADDED -NGM ~53,~7 5~,]a ~4~,9~ O,~O 0,00 445,19 0,25 0,50 55~j, ~555, ~5699, 2~5~7, 7764, 550~- 6091, 2778, ~lJ, ~2,50 e 0.~4 1.10 ~.~7 3.87 0.079 0.045 O.G~O 0.000 410.60 11B~O.GO 0.~C04~2 1320. 1~20. 1~20. 2 0 0 0.00 293~.55 15050.00 0 ~ 1 PAGE 14 JUN B5 9:32:45 THIS RUN EXECUTEO 14 JUN 86 9:]2:57 ~ HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ~ ERROR CORR - 01,02,03,04,05 MOCIFICATION ' 50,51,52,5],54,55 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ~ ELM FORK TRINITY RIVER ql~ SUMMARY PRINTOUT TABLE 150 ~ .01K SECNO XLCM ELTRD ELLC ELMIN Q CWSEL CRIWS EG IOK,S VCH AREA t 864.]00 O.O0 0.00 0.00 410.00 44200.00 438.35 0.00 438.41 1.36 2.14 23951.41 37852.55 86:,.300 0.00 O.O0 O.OO 410.00 55800.00 439.65 0.00 ~39.72 1.38 2.27 29C90.74 ~7552.~4 ~. 878,000 1370.00 0.00 O.O0 412.00 44400.00 438.55 0.00 438.62 1.7~ 2.24 20822.98 33393.58 B7~.O00 1370.00 0.00 0,00 412.00 55800.00 439.85 0.00 439.93 1.82 2.38 26211.09 41307.99 III ~80,000 200.00 0.00 0.00 412.00 44400.00 438.56 O.00 453.68 3.88 3.32 17265,O8 22540.83 880.000 200.00 0.00 0.00 412.00 55800.00 4~9.88 0.00 439.99 3.63 3.36 22878.71 29274.94 · 895,900 1590.00 0.00 0,00 427.00 5800.00 4]8.96 0.00 438.98 0.57 O.OO 6145.38 7655.66 895.900 1590.00 0.00 0.00 427.00 8700.00 440.25 0.00 4~0.27 0.81 0,00 7125.74 9675.95 al 14 j,jN 56 09:35:10 8512J136,w1 110 PAGE 19 ~05.303 940.00 0.00 0.00 428.00 5800.00 439.00 0.00 439.04 1.82 0.00 3777.~2 4302.96 905.300 940.C0 0.00 0.00 428.00 ~700.0~ 440.30 0.00 440.36 2.37 0.00 4545.92 5654.11 90~.000 270.00 0.00 0.00 428.00 5800.00 439.02 0.00 439.14 6.27 0.00 2136.56 2316.83 90~.000 270.00 0.00 O.OO 4~8.00 8700.00 444.32 0.00 440.49 8.00 0.00 2567.56 3076.28 g08.690 69.00 0.00 0.00 430.00 5800.00 439.03 0.00 439.54 64.02 0.00 1296.63 ~0~.690 ~9.00 0.00 0.00 430.00 8700.00 440.32 0.00 ~40.74 ~7.27 0.00 1670.82 1060.7~ '~0~.700 1.00 446.00 446.00 430.00 5800.00 439.03 0.00 439.35 69.89 0.00 1274.61 90~.700 1.00 44~.00 4~6.00 430.00 ~700.00 440.3~ O.OO 4~0.75 74.97 0.00 1642.44 1004.79 909.~00 90.00 446.00 446.00 430.00 5800.00 439.64 0.00 439.89 48.44 0.00 1446.57 Q09.600 90.00 446.00 446.00 430.00 ~700.00 441.00 0.00 441.35 53.67 0.00 1837.32 1187.53 909.610 1.00 0.00 0.00 430.00 ~800.00 439.66 0.00 439.90 45.41 0.00 1477.45 909.610 1.00 0.00 0.00 430.00 ~700.00 441 02 0.00 441.3~ 47.26 0.00 1874.31 1265.58 910.000 39.00 0.00 0.00 450.00 5800.00 439.92 0.00 440.03 15.20 0.00 2143.12 1487o89 910.000 59.00 0.00 0.00 430.00 8700.00 441 ~5 0.00 441.51 ~8.11 0.00 2?06.58 2044.1] 1 P~GE 21 14 JUN 86 9:52:45 SECNO XLCH E[TRO EL~C ELMIN q CWSEL CRIWS EG IOK,S VCH ~RE& .01K 910.300 30.00 449.50 447.00 450.00 5800.00 439.99 O.O0 440.07 9.6~ 0.00 2526.52 1~71.26 910.300 30.00 4w9.50 447.00 430.00 8700.00 441.44 0.00 441.57 12.18 0.00 5051.82 2~92.7~ 910.500 20.00 449.50 447.00 430.00 5800.00 440.01 0.00 440.09 9.53 0.00 2533.25 1~78o99 _ ~10.500 20.00 449.50 447.00 430.00 8700.00 441=47 0.00 ~41.59 12.09 O.O0 ~C59.45 2502.~C ~11.500 100.00 0.00 0.00 4Z8.00 5800.00 440.19 0.00 ~40.24 22.47 0.00 3464.80 1223.~6 911.500 100.00 0.00 0.00 428.00 ~700.00 441.71 0.00 4~1.77 25.18 0.00 4559.98 1735.60 920.970 9~0.00 0.00 0.00 457.80 5800.00 442.35 0.00 4~2.40 21.69 0.00 3330.55 1245.24 920.970 950.00 0.00 0.00 437.80 8700.00 443.77 0.00 445.83 17.86 0.00 ~528.77 2058.4~ 93~.000 903.00 C.00 0.00 409.60 44400.00 442.76 0.00 443.03 '6.11 5.23 14818.94 17960.58 930.000 903.00 C.O0 0.00 409.60 55800.00 444.12 0.00 444.35 5.03 4.99 19304.00 24~84.58 937.~00 780.00 0.00 0.00 414.50 44400.00 445.26 0.00 ~3.58 3.25 3.48 20188.55 246~0.29 ~7.800 780.00 0.~0 0.00 414.~0 55~00.00 444.53 0.00 444.67 3.1~ 3.64 24146.01 3~297.~2 950.970 1320.00 0.00 0.00 410.60 4~400.00 4~5.69 0.00 443.91 4.43 4.19 15~87.00 2~091o62 ~ 950.9?0 1320.00 C.00 0.00 410.60 55~00.00 444.96 0.00 445.19 4.52 4.47 19158.64 26232oll 1 P~GE 22 14 JUN 86 9:32:45 ,, ~ 1~. JUN 85 09:3J:10 8512J136,wl 110 PAGE ZO ~LM FORK TRINITY RIVER SJMM~R~ PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH ~,DO0 44200.00 ~38,35 0.00 0,00 O,OO 39~9,72 O.O0 ~4.300 55800.00 439.65 1.30 0.00 0.00 3956.9~ 0.00 ~7d. O00 44400.G0 4D8.55 0.00 0.20 0.00 3993,12 1D70.00 878.000 55800.00 4D9.85 1.31 0,20 O.OO 4165.71 1370,00 (. ~83.000 44400.00 4D8.56 0.00 O.OZ 0.00 414D,69 ZOO,O0 ~80.000 55800,00 4~9.8~ 1.D2 0.03 0.00 4301.05 230.00 ~95,900 5800.00 ~38.96 O,OO 0,40 0.00 762.00 1510.00 ~95.900 8700.00 440.25 1.29 0.D7 0.00 762.00 1590.00 905,300 5800.00 4~9,00 0.00 0,04 0.00 587.04 940,00 ~05.300 8700,00 440.D0 1,30 0,0~ 0,00 594.89 940.00 905.000 5800.00 ~D9.02 0.00 0,02 0.00 335.27 270.00 90B.O00 8700.00 440.32 1.29 0.01 0.00 ]35.~5 ZTO.O0 90~,690 5800.00 4D9,03 0.00 0,00 0.00 288.08 69.00 90~.690 8700,00 440,32 1.29 0.00 0,00 291.95 69,00 908.700 5800.00 439.03 0.00 0.00 0.00 288.09 1.00 90~,TO0 8700,00 440,32 1.29 0.00 0,00 291.96 1,00 909.600 5800.00 439.64 0,00 0.61 0,00 289.91 90,00 909,600 ~700,00 441,00 1,36 0.68 0,00 29~.99 ~O.O0 909.610 5BO0,O0 439.66 0.00 0.02 0.00 2~9,96 1.00 909.610 8700.00 441.02 1.36 0.02 0.00 294.0D 1.00 910,000 5800,00 4D9.92 0,00 0.26 0.00 ]D7,98 39.00 910.000 5700,00 441.35 1.4~ 0.~] 0.00 395.26 D9.O0 910.~00 5800,00 4D9,99 0.00 0.08 0,00 D57.04 DO,DO 913.]00 ~700,00 441.~4 1,45 0.09 0.00 364,47 DO.O0 910.500 5800.00 440.01 0.00 0.02 0.00 35~.17 ZO.O0 910.500 8700.00 ~41.47 1,4,5 0.03 0.00 S64.5] ZO,O0 ~11.500 5800.C0 4~0.19 0.00 0.18 0.00 591.39 100.00 911.500 8700.00 441.71 1.51 0.24 0.00 591.98 100.00 920,970 5800.00 442.35 0,00 2.16 0.00 850,00 950,00 920,970 8700.00 443.77 1,42 2.07 0,00 850.00 950.00 930.000 44400.00 442,76 O.O0 0.40 0.00 DZBO.O0 90D.00 ~: t4 JjN 86 09:3J:10 8512J136*W1 110 PAGE 21 930.000 55B00.00 444.12 1.37 0.3S 0.00 3280.00 903.00 1~ JUN 86 g:3Z:45 PAGE SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 937.800 44400.G0 443.26 0.00 0.50 0.00 3100.00 790.00 937.800 55800.00 444.53 1.2S 0.41 0.00 3100.00 7~0.00 950.970 44400.00 443.69 0.00 0.43 0.00 Z739.51 1320.00 950.9?0 55800.00 444.96 1.27 0.45 0.00 2953.55 1320.00 14 JUN 86 g:52:45 PAGE 24 SUMmaRY OF ERRORS AND SPECIAL NOTES 14 JdN 86 9:52:59 PAGE 1 THIS RUN EXECUTED 14 JUN 86 9:32:59 H6CZ RELEASE D~TED NOV 76 UPDATED MARC 1982 ERROR CORR ' 01,02,03,04,D5 MODIFICATION - 50,51,52,53,54,55 i!~ 14 J~, 8~ 09:35:12 ~512J116,W1 110 PAGE 1 * U.S. ARMY CORPS OF E~GINE~ ~1 * .~TER SURFACE PROFILES * THE HYDROLOGIC ENGINEERI~S * VERSION OF NOVEMBER 1976 *ALTO2 300'/2607300' BRIDGES-CHANNE ~09 SECOND STR~, ~ * UPDATED MARCH 19~2 ~LOTFiLE VERSION · ..... , , ' * DAVIS, CALIFORNIA 95~16 * RUN DATE 1~ JUN 86 TINE 9:~5:5~ * * (916> ~0-2105 (FTS) ~-ZI~ x X xxxxxxx XXXxx xxXxx -~ x x x x x x x · X X X X X XXXXXXX XXXX X XXxXx XXXXX · x x x x x · X X X X X X X X XXXXXXX XXXXX XXXXXXX ' i I PAGE 1 14 JUN 86 9:]5:55 THIS RUN EXECUTED h~C2 RELEASE 3ATED NOV 76 UPDATED MARC 19~2 · ~ ERROR CORR ' O1,02-O3-0/e'05 MODIFICATION ' 50,51,52,53,54,55 ,,,,,******,tkl,l*******ltllk C T1 ELM FORK MODEL WITH PROP. BRIDGES 300',260',300' 'DLJ216" CHANNEL T2 UPDATED BY OLJ AND WLW 3186 FROM BELTLINE ROAO "ELMPROBR" EX. REV.619186 T5 ELM FORK TRINITY RIVER WITH LEVEE/FILL PROJECTS EX. QlOO=44t, O0 CFS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ ~ -1. 8, O. O. 0.000000 0.00 0,0 O. 438.350 0.000 · J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1.000 0,000 -1,000 0,000 0,000 0.000 O,OOO 0,000 0,000 O,OOC ~ J] VARIABLE CODES FOR SUMMARY PRINTOUT · 150.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4' 1~ j.h 86 09:30:12 ~512J136,W1 110 PAGE ~T 7.000 16~00,000 30200,000 37400.000 37400.000 59500.000 558~0.000 4~200.000 0,000 0.000 NC 0,075 0.070 0.045 0.100 0.300 0.000 0.000 0.000 0,000 0.C00 NH 8=000 0,050 9983,000 0.'035 10355,000 0,050 10700,000 0,100 10740,000 0,050 ~ NH 10950,000 0.100 11060=000 0.050 13474,000 0,035 138~0,000 0.000 0,000 0,000 MODEL DEVELOPED BASEE ON CURRENT FIS MODEL OF ]186 - FILE -NDM mELMBLTR" (NATURAL RUN) AND "ELMBLFWRm (FLOODWAY RUN) -NDM ~:' AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR". NDM FROM HALFr65, REVISED TO REFLECT IFCDIII O'FLOW SWALE -HALFF ~ PROPOSED BELTLINE ROAD FILE "ELMPROBR' WAS DIVIDED INTO -NON INTO A RIGHT~ CHANNEL AND LEFT COMPUTER MODEL -NDM xl ~64.300 3~=000 107~0.000 10980.000 2300=000 2200=000 2430=000 0=000 0,000 O,O00 G~ 4~5.000 9~00.000 456.000 9925.000 ~55.800 ~953.000 42],~,~0 10020=C00 423,450 10320=000 GR 435.000 10~55,000 ~35=000 10356=000 ½35.000 10357,000 4]5.000 10500.000 436.000 10550,000 ~R ~36.~00 10700=000 436.000 10740.000 434=000 10760,000 4~2.200 10790=000 42].200 10820.E00 { GR 411.000 10~40,000 410,600 10~00,000 421,000 10920,000 428,000 10970=000 436.000 109~0,000 GR 4]6,500 11060,000 435,000 11300,000 4]6,700 11400,000 455,000 11700,000 434.000 12200,000 GR 4]4,000 13474.000 425,500 1350B,000 424,100 13649,000 424,100 13661,000 425,500 13801,000 · GR 4]0,400 13821=000 4~1=800 13850=000 446,200 138~0,000 0,000 0,000 O,O00 0,000 NH 8.000 0.035 1385,000 0.050 2260.000 0.100 2325.000 0.050 2625.000 0.100 ~ NH 2900.000 0.050 3000.000 0.080 4762.000 0.035 5199.000 0.000 0.000 0.000 QT 7.000 16500.000 30200.000 37400.000 37400.000 59500.000 55800.000 44400.000 0.000 0.000 X1 878.000 37.000 2325.000 2625.000 1200.000 1400.000 1370.000 0.000 0.000 0.000 GR 445.000 1000.000 424.000 1062.000 424.000 1382.000 431.500 1385.000 431,500 1385.000 GR 4]4.000 1565.000 434.000 1565.000 434.000 1565.000 43~.000 1650.000 436.000 2125.000 GR 438.000 2260.000 439.000 2325.000 430.000 2350.000 412.000 2390.000 412.000 2~50.000 ~ GR 421.00C 2470,000 430.000 2540.000 432.000 2555.000 434.000 2575.000 436.000 2590.000 1 1~ JUN ~6 9:35:55 PAGE GR 438,000 2610.000 439,000 2625,000 438.000 2900.000 ~37,400 3000,000 436,500 3500,000 ' GR 436,000 3650,000 ~36,000 4000.000 4]5.600 4200,000 436,000 ~500,000 436,000 4762.000 GR 425,700 4~05.000 424.300 494~,000 424.]00 4956,000 425,700 5109.000 4~],800 5145,000 GR 4S5,000 516~,000 446,600 5199,000 0,000 0,000 0,000 0,000 0,000 0,000 NH 8,000 0,050 1320.G00 0,050 2260.000 0,100 2325,000 0,050 2625,000 0,100 NH 2900,000 0,050 3000,000 0,080 4762,000 0,035 5199,000 O,O00 O,OOO 0,000 ~ FROM HALFF65. FB-C SWALE ENDS i N END OF FB-C LEVEE. REVISED TO REFLECT IFCDIII O'FLDW 5WALE & LEVEE, NOTE "N" VALUE TO REFLECT RACE TRACK ANO TOWERS IN FLOODWAY ~ Xl 880.000 ]2.000 2325,000 2625.000 200.000 200.000 200.000 0.000 0.000 0.000 GR 438.000 880,000 438.000 1080.000 426.500 1200.000 436.000 1320.000 436,000 2125.000 GR 438.000 2260.000 439.000 2325.000 430.000 2350.000 412.000 2390.000 412.000 ~450.000 ~ GR 421.000 2470.000 430.000 2540.000 432.000 25~5.000 434.000 2575,000 436.000 2590.000 GR 438.000 2610.000 4]9.000 2625.000 438.000 2900.000 4]7.400 3000.000 436.500 ]SO0.O00 GR 436.000 3650°000 436,000 4000.000 435,600 4200.000 436.000 4500,000 4]6.000 4762,000 · GR 425,700 4803.000 424.300 4944.000 424.300 4956.000 425,700 ~109.000 433.800 5145.000 GR 435.000 5168.000 446.600 5199.000 0.000 0.000 0.000 0.000 0.000 0.000 · QT 7.000 0.000 0.000 0.000 0.000 0.000 ~0000.000 28200.000 0.000 0.000 NH 7.000 0.050 4670.000 0.100 4740.000 0.050 4997.000 0.100 5042.000 0.080 ~' 1~, JU~ 86 09:35:12 8512J1~6,Wl 110 PAGE 3 hd 5782.000 0.050 6071.000 0.035 7515.000 0.000 O.O00 0.000 0.000 0.000 ~ SYN. X-SEC TAKEN FROM 1"=400, TOPO AND FB-C AND IFCOII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY ~ SHOWS O'BANK CLEARING BOTH SIOES, F~-C FILL U.S, OF MUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM ~= OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV 450. -NOM FLOW SPLIT MODEL STARTS AT CROSS SECTION 895,9 -NDM xl 595.90C 62.000 4740.~00 4997.000 1060.000 610=000 1590,000 0.000 0.000 0.000 ~ x3 0.000 0.000 O. OOO 3500.000 0.000 5100,000 0.000 0.000 0.000 0,000 x4 1.000 450.000 4429.900 0.000 O.O00 0.000 0.000 0.000 0.000 0,000 GR 442.300 1000.000 442.300 1998.000 436.200 2023.000 438.000 20~0,000 4~6.000 2100.000 G~ 434.000 2110.000 432.000 2130.000 432.000 2150.000 430.030 2170.000 428.000 2185.000 GR 427.000 2210,000 428.000 2233.000 ~30.000 2245,000 432.000 22~0.000 43~.000 2270.C00 GR 434.000 2300.300 43C.C00 2316.000 430.030 2776.000 ~36.200 2820.000 450.000 2820.000 ' ~!r GR 438.000 4~30,000 438,000 ~670.000 456,000 4740,000 434.000 4765.000 4~2.000 4780.000 GR 4~0.000 4790.000 428.000 4800.000 410.000 4875.000 410.000 4905.000 428.000 4980.000 GR 430.000 4990.000 438.000 4997.000 4~9.000 5042.000 457.800 5235.000 438.000 5280.000 e GR 4~6.000 5286.000 436.000 5292.000 436.000 5~11.000 436.000 5317.000 438.000 5345.000 GR 4]8,000 5354.000 438.000 53~6,000 456.000 5400.000 438,000 544?.000 439.100 5509.000 GR 4]8.000 5564.000 436.000 5584.000 436.000 5603.000 435.]00 5696.000 435.500 5782.000 _ Ii GR 435.200 6071.000 425.900 6100.000 424.500 6250.000 424.500 6262.000 426.000 6402.000 GR 428.000 6580.000 429.G00 7285.000 430.000 7304.000 435.000 7322,000 436.000 7352.C00 GR 442.000 7373.000 4~2.100 7513.000 0.000 0.000 0.000 0.000 0.000 0.000 " QT 7.000 O.O00 0.000 O.O00 O.OOO 0.000 37500.000' 32200.000 0.000 0.000 NH 5.000 0.050 4895.000 0.100 4953,000 0.050 5110.000 0.100 5200.000 0.050 ~ NH 7712.000 0.000 0.000 O.OOO 0.000 0.000 0.000 O.O00 0.000 0.000 1 14 Jdh 86 9:35:55 PAGE SYN X-SEC TAKEN FROM 1"=400, TOPO AND FB-C AND IFCDIII PLANS ~ 4r, NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOW5 O'BANK CLEARING 80TH SIDES, FB-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS ~ INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAO AND RR USING GR CARDS AT ELEV 445, AN0450,O -NDM ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX, 5WALE -NOM ~ FLOW SPLIT OIS OF THIS SECTION CONSIDERS WEIR FLOW OVER -NDM LEDBETTER ROAD TO THE OVERFLOW SWALE -NDM Xl 905,300 61,000 4953,000 5110,000 600,000 10~5,000 940,000 0,000 0,000 0,000 · x3 0.000 0.000 0.000 4000.000 0.000 6500.000 0.000 0.000 0.000 0.000 ~ X4 1.000 436.400 2418.000 0.000 0.000 O.O00 0.000 0.000 O. O00 0.000 GR 442.800 1000,000 442.800 2000.000 438.500 2026.000 436.000 2100.000 434.000 2120.000 ~- GR 432.000 2220.000 430,000 2233.000 428.000 2265.000 428.000 22?8.000 428.000 2290,000 ~ GR 430.000 2303.000 432.000 2314.000 432.000 2345.000 4S~.GO0 2356.000 436.000 2362.000 GR 430.000 2440.000 430.000 2586.000 436,000 2610.000 450.000 2610.000 450.000 4380.000 It GR 450.000 ~770.000 440.000 47?0.000 438.400 4810.000 &38.400 4895.000 440.000 4914.000 GR 440.000 4953°000 ~30.000 4963.000 428.000 4971.000 410.000 5050.000 410.000 50~8.000 GR 414.000 5085.000 416.000 5089.000 418.000 5093.000 420.000 5096.000 422.000 5102.000 ~ GR 424.000 5105,000 426.000 5110.000 428.000 5158.000 430.000 5200.000 432.000 5240,000 GR 434.000 5265.000 436.000 5286.000 438.000 5290.000 438,000 5300.000 438.000 5385.000 I ~' 1, Ju~ 85 09:36:12 ~512J136,W1 110 PAGE 62 445.000 5]85.000 445.000 5855.000 445.000 6163.000 445.000 0203.C00 444.330 6223.000 [~ G~ 444.300 6625.000 444.000 662d.000 ~50.000 F024.000 435.200 7025.C00 435.200 7070.C00 G~ 434.000 7185.000 434.000 ?205.000 434.200 7380.000 435.500 7590.000 442.000 7620.C00 ( GR 442.800 7712.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 i NH 5.000 0.050 1450.000 0.050 3830.000 0.050 4190.000 0.050 4250.000 0.050 ~ ~H ob]5.00C 0.000 O.O00 0.000 0.000 0.000 0.000 0.000 0.000 O.CO0 NH CARD REVISED TO IkCLUDE STCHR (4030 CMANGEO TO 4190) ...... NDM ;NEFFECTIVE FLO~ AREAS ON THE RIGHT 5~DE O/S OF 5ELTLINE RD ~ WERE SET FROM THE BRIDGE TO THE EX. SWALE AT ELEV. 449, NDM FROM HALFF65. INSERTED X3 IN ROB xl 908.000 40,000 3830.000 4190.000 250.000 200,000 270.000 0.000 0.000 0,~00 x3 O.OOO 0.000 O.OOO ]000.000 0.000 5000.000 0.000 0.G00 0.000 O.CO0 X4 1=000 ~49.500 ]~500=000 O,OgO O.O00 0.000 0.000 0.000 0.000 O.COO G~ 4~5.000 1000.000 438.000 1100.000 436.000 1130.000 4]4.000 1150.000 432.000 1220.C00 ~ GR 430.000 1250.000 428.000 1270.000 428.000 1290.000 4~0.000 1305.000 432.000 1325.000 GR 434.000 1365,000 454.000 1365.000 435.100 1450,000 449.500 1451.000 449,500 1500.C00 GR 44C.000 3]05.000 440.000 3850.000 430.000 3840,000 410.000 3900.000 410.000 ]928,C00 ~ GR 416.000 3980.000 430.000 4030.000 434,000 4050.000 436.000 4100.000 438.000 4170.000 OR 440.000 4190.000 449.000 4190.000 449.500 4250.000 449.500 6084.000 435.500 6085.000 GR 435.500 6100.000 435.500 6101.000 436.000 6165.000 432.000 6200.000 432.000 6210.000 ~& GR 436.000 6220,000 436.000 6340.000 437.000 6341,000 437.000 6800.000 ~50.000 6881.000 ~C C.080 0.080 0.050 0.300 0.500 0.000 0.000 0.000 0.000 O.CO0 xl 908.690 60.000 ~790,000 4050.000 69.000 69.000 69.000 0.000 0.000 0.000 x3 0,000 0,000 0.000 3000.000 0.000 5000.000 0.000 0,000 0,000 0.000 GR 446,000 1000.000 446.000 1119.000 443.000 1120.000 437.000 1129.000 434.300 1218.500 ~ G~ 434.300 1221.000 434,000 1230.000 434.000 1230.000 4]4.000 1230.000 432.000 1245,C00 G~ 430.000 1255.000 430.000 12~5.000 432.000 1290.000 434.090 1300.C00 434.530 1319.C0C GR 434.600 1321.500 437.000 1411,000 437.000 1411.000 4~3.000 1420.000 443.000 1420.000 ~ GR 446.000 1421.000 446.000 3780.000 446,000 3790.000 443,000 3790.000 ~40.000 3815.000 GR 4~.000 3840.000 418.700 38~4.000 417.800 3876.500 410.000 3900.000 410.000 3950.000 GR 415.600 3964.000 416.600 3966.500 430.000 4000.000 434.000 4020.000 440.000 4040.000 & 1 14 jdN 86 9:]5:55 PAGE GR 443.000 4050.000 446.000 4050.000 446.000 4080,000 446.000 4085,000 446.000 5670.G00 GR 446.000 6119.000 443.000 6120.000 43~.000 6129.000 436.200 6183.500 436.Z00 61~6.000 ~ GR 4~6.000 6198.000 433.000 6210.000 4]3.000 6230.000 436.000 6242.000 436.200 6254.000 GR 436.200 6256.500 437.000 6311.000 443.000 6320.000 446.000 6321.000 446.000 8405.000 GR 446.000 8410.000 446.000 8930.000 446.000 9340.000 446.000 9345.000 446.000 110~0,000 xl 908.?00 0.000 0.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 X2 0.000 0.000 0.000 0,000 0.000 0,000 1.000 0,000 0,000 0.000 ~ X3 0.000 0.000 0.000 3000.000 0.000 5000.000 0.000 0.000 0.000 0.000 BT -]8.000 1000,000 446.000 446.000 1119.000 446.000 446.000 1120.000 ~46.000 443.000 O.OOO 1218.500 446.000 443.000 1218.500 446.000 434.300 1221.000 446.000 434.300 · O.OOO 1221.000 446.000 443.000 1319.000 446,000 443.000 1319.000 446.000 434.500 O.OOO 1321.500 446.000 434.600 1321,500 446.000 443.000 1420.000 446.000 443.000 O.O00 1421.000 446.000 446.000 3790.000 446.000 446.000 ]TQO,OOO 446.000 443.000 · 0.000 3874.000 446.000 443.000 3874.000 446.000 418.700 3876.500 446.000 417.800 O.O00 3876.500 446.000 443.000 3964.000 446.000 443.000 3964.000 446.000 415.600 1~ jSN 85 09:36:12 8512J13~'~1 110 PAGE 5 1~ w C.G00 3906.500 446.000 416.600 3966.500 446.000 443.000 4050.0D0 446,000 O.OOO 4050.000 446.C00 446.000 6119.000 446.000 446.000 6120.000 446.030 443.030 C.O00 618].500 446.000 443.000 6183.500 446.000 436.Z00 6136.000 446.000 4]6.200 ~ 0.000 6186.000 446.000 4~].000 6Z54.000 446.000 44].000 6254.000 446.000 4]6.200 0.000 6256.500 446.000 4]6.200 62S6.500 446.000 443.000 6]~0.000 446.000 0.000 63Z1.000 446.000 4½6.000 110]0.000 446.000 446.000 0.000 0.000 0.000 ~ 90.0~0 0.000 0.000 O.CO0 xl 909.600 0.000 O.G00 0.000 90.000 90.000 x2 0.000 O.OOO 0.000 0.000 0.000 0.000 1.000 0.000 0.000 O.COQ ~ x3 0.000 0.000 0.000 ]000.000 O.CO0 5000.000 0.000 0.000 0.000 O.CO0 xl 909.610 0.000 0.000 0.000 1.000 1.000 1.000 0.000 0.000 O.CO0 x3 O.OOO 0.00,3 0.000 SO00.O00 0.000 5000.000 0.000 O.OOO 0.000 0.C30 ' FROM H~LFF65. INSERTED X~ IN ROB ~ Xl 910.000 40.000 3~40.000 40]5.000 ~9.000 ]9.000 ~9.000 0.000 0.000 O.CO0 X] 0.000 0.000 0.000 ]000.000 0.000 5000.000 0.000 0.000 0.000 O.CO0 X4 ].000 440.000 1125.000 4]4.500 1126.000 4~0.000 1415.000 0.000 O.OOO O.CO0 ~ GR 449.500 1000.000 449.500 1075.000 435.800 1076.000 434.000 1200.000 430.000 1250.000 GR 4]0.000 1300.000 434.000 1370.000 436.000 1400.000 440.000 1470.000 449.500 1476.C00 GR 449.500 3725.000 442.000 3730.000 442.000 3740.000 440.000 3760.000 4]8.000 3800.000 GR 430.000 3~40.000 410.000 ~900.000 410.000 ~950.000 4]0.000 4000.000 4]4.000 4010.~00 GR ~38.000 4035.000 438.000 40~5.000 449.500 4050.000 450.000 5610.000 450.000 5615.C00 GR 450.000 6084.000 434.300 6085.000 ~]4.000 6190.000 433,000 6200.000 4]].000 6250.C00 r--- ~ GR 4]].800 6310.000 434.000 6330.000 434.900 6630.000 450.000 6635.000 450.000 8350.C00 GR 4]7.500 8355.000 438.000 9000.000 439.000 9~80.000 450.000 9285.000 450.000 10265.000 ~ FROM HALFF65. INSERTED X] IN R08 xl 910.500 58.000 8580,000 8840.0~0 30.000 50.000 30.000 0.000 0.000 C.C30 x~ 0.000 0.000 0.000 7500.000 0.000 9500.000 0.000 0.000 0.000 O.CO0 ( BT 8.000 5900.000 449.500 446.500 6~00.000 449.500 446.500 8580.000 449.500 446.500 BT 8840.000 449.500 446.500 10460.000 450.000 447.000 11480.000 450.000 447.000 13190.C00 --- ET 450.000 447.000 14100.000 450.000 447.000 0,000 0.000 0.000 0.000 O,CO0 GR 449.500 5900.000 446.500 5900.000 4~8.000 59]0.000 436.000 5940.000 4]6.000 5970,C00 GR 454.000 5980.000 4]2.000 6020,000 4]0.000 6090.000 ~30.000 6150.000 4~2.000 6200.000 GR 434.000 62Z0.000 436.000 6250.000 4]8.000 6270.000 440.000 6280,000 446.500 6]00.600 t GR 449.500 6300.000 449,500 8580,000 446.500 8580.000 4]0,000 8~90.000 410.000 8650.C00 GR 410.000 8?00.000 4]0.000 8760.000 434.000 8770.000 4]8.000 8800.000 446.500 8840.C00 1 PAGE ~ 14 JUN 86 9:35:55 "~ GR 449.500 8840.000 450.000 10460.000 450.000 10460,000 450.000 10470.000 450.000 10809.C00 GR 450.000 10849.000 436.100 10850.000 436.100 10950.000 4]5.000 11020.000 432.000 11030.C00 GR 4]4.000 11080.000 436.000 11100.000 436.000 11410.000 438.000 11430.000 450.000 11445.C00 ~=-- L GR 450.000 11480.000 450.000 11480.000 450.000 13190.000 447.000 1]190.000 440.000 13~20.000 GR 438.000 13310.000 438,000 13460.000 440.000 13465.000 442.000 1~490.000 442.000 13610.C00 GR 440.000 13670.000 4]9.500 13700.000 440.000 13730.000 440.000 139?0.000 439.200 140zp.eoo · GR 440.000 14070.000 447.000 14100.000 450.000 14100.000 0.000 0.000 O.OOO 0.~00 FROM HALFF65- INSERTED X3 IN ROB ti xl 910.500 O.OOO 0.000 O.OOO ZO.OO0 ZO. O00 ZO.O00 0.000 0.000 0.000 x2 0,000 0,000 O,O00 0.000 0.000 0,000 1,000 0.000 0,000 O.CO0 I ~' 14 Juh ~6 09:3,~:12 ~512J136,Wl 110 PAGE X3 0.000 0.000 0.000 7500.C00 0.000 9500.000 0.000 0.000 0.000 O.CO0 ~C 0.150 0.120 0.050 0.100 0.300 0.000 0.000 0.000 0.000 O.CO0 ~ FROM HALFF65. INSERTED x] IN ROB xl 911.500 48,000 ]830.000 4190.000 100.000 100.000 100.000 0.000 0.000 0.000 x3 0.000 0.000 O.O00 2700.000 0.000 5000.000 0.000 0.000 0.000 0-000 ~ GR 445.000 1000.000 438.000 1020.000 4]8.000 1100.000 436.000 1150.000 434.000 1150.G00 GR 4]2.000 1220.000 430°000 1250,000 428.000 1270.000 428.000 1290.000 430.000 1305.000 G~ 4]2.000 1325.000 434.000 1365.000 436,000 1450.000 436.600 1690.000 449.500 1695,C00 ~ GR 449.500 3755.000 440,000 3756.000 440,G00 3830.000 4]0.000 3840.000 410.000 3900.G00 GR 410.000 ]928.000 416,000 ]980.000 4]0,000 40]0.000 434,000 4050=000 436=000 4100.000 GR 4]8.000 4170.000 440,000 4190.000 440,200 4210,000 440.]00 4~0.000 449.600 4220.000 ~ GR 449.90~ 5915=003 4~5,000 5915.000 434.800 5965.000 4~4.800 5965.000 436.000 61~5.C00 GR 432.000 6200,000 4]Z,000 ~210.000 4]6.000 0220.000 436.000 6450.C00 438.000 6~19.C00 G~ 43~.000 6319.000 450,G00 0~20.000 450.000 3295.000 ~38.000 ~300.000 438,000 8475.C00 ' ~ GR 44G.000 9500.000 450.000 9505.000 450.000 10800.000 0.000 0.000 0.000 O.CO0 NH 6.000 0.100 3740,000 0,075 4950.000 0.100 4970=000 0.050 5~65.000 0.120 ~ hM 6520.000 0.065 9000,000 0.000 0,000 0.000 0.000 0.000 O,O00 O.CO0 FROM MALFF65., SPLIT FLOW END UIS FROM 9ZO.97ICARROLLTON LANDFILL EFFECTIVE AREA ADDED AT STA 294OILEFT O8 N LOWERED TO 0.100, ---NDM , Ill .075 IN PARK, .065 IN GOLF COURSEICARROLLTON PARK TOPO ADDED ---NON xl 920.970 5~,000 4970.000 5265.000 980.000 550.000 950.000 0.000 0.000 O.CO0 x] 0.000 0.000 0=000 3740.000 0.000 5500.000 0.000 O.O00 0.000 O.CO0 ~ GR 4~0.000 1000,000 437.000 1005.000 440.000 1400.000 4]2.000 1900=000 434=000 2260oC00 GR 436.000 2270.000 438.000 2495.000 438.200 2750.000 438.000 3005.000 4]7.800 3200.000 GR 438.000 3400.000 440.000 3670,000 440.000 3765,000 438.000 3772,000 436.000 3780,000 ~ GR 434.000 3830,000 432.000 3870.000 432.000 ]935.000 434.000 3985.000 436.000 4125.C00 GR 437.300 4309.000 437,300 4310.000 441.000 4675.000 437.300 4950.000 434,000 4970,C30 GR 432.000 4995.000 430.000 5050.000 428.000 5070.000 426.000 5080.000 420.000 ~095.C00 ~ GR 410.000 5100.000 41~.000 5180.000 420.000 5185.000 424.000 5195.000 426.000 5230.000 GR 430.000 5250.000 438,000 5265.000 438.800 5325.000 4~0.000 5330.000 450.000 6029.000 GR 438.000 6030.000 438.000 6155.000 437.000 6500.000 438.000 6~05.000 438,000 7025.C00 t GR 436.000 7210.000 434,000 737~.000 434.000 7385.000 436.000 7445.000 436.200 7945.C00 GR 45C,000 7950=000 450,000 84~0.000 4]8.000 8485.000 438.500 9000.000 O.OOO O,CO0 i ~T 7.000 0.000 O,Q00 0.000 0.000 0.000 55800.000 44400.000 O.O00 O.GOO NH 5.O00 0.OSO 13680.000 0.050 14502.000 0.045 14783.0OO 0.040 15730.000 0.085 NH 20000.000 O.O00 0,000 O.O00 O.O00 O.O00 0.000 0.000 0.000 0.~00 t 1 14 JUN 86 9:35:55 PAGE ADDED FROM RIVERCHASE MOOELICARROLLTON LANDFILL ENCR. +PARK ---NOM Xl 930.000 50.000 14502,000 1478~.000 800.000 690.000 90].000 0.000 0.000 0.000 ~ x3 0.000 0.000 0.000 12450.000 0.000 15730.000 644.600 0.000 0.000 0,000 GR ~50,000 6050.000 442.000 6060.000 440.800 6335.000 440.700 6860.000 4~0,000 7170,000 GR 440°000 7?20.000 434.000 8350.000 434.000 8625.000 440.000 9410.000 666.700 10380.000 · GR 436.000 10885.000 438.000 11575.000 436.100 11830.000 447.500 12000.GO0 440.000 12130.000 GR 440.000 12450.000 440.000 13000.000 440.200 13680.000 440.000 14197,000 439.000 14392.C00 GR 438.000 14462,000 435.000 14492.000 434,400 14502.000 431,400 14572.000 431.000 14607,000 ~ GR 415.900 16639°000 409.600 14661.000 409.600 14695.000 415.900 16697.000 627.600 14720.G00 GR 429.200 14739.000 430.400 14765,000 440.500 14783.000 440.000 14810.000 441.200 14860.000 ~: 14 J.;% B~ 09:33:12 ~512J1]o,W1 110 GAGE 7 ' ~=~ 440.000 14590.900 438.090 15054.0~0 ~38.000 15730.000 43S.000 17185.000 437.500 174Z5.C00 c,~ 437.500 17535.000 438.000 13130.0,30 438.000 18900.000 440.000 19100.000 441.000 19350.C00 GR ~,Z.O00 19320.000 443.00C 197~5.000 444.000 19850.000 445.000 19905.0'00 450.030 20000.C00 hM 5.000 0.065 13835.000 0.050 14783.000 0.045 15050.000 0.040 15700.000 NH ZgCOG.O00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR. +PARK ---NDM xl ~JT,EOC 54,000 1478~.000 15050.000 800.C00 780.000 7~O,OOO 0,000 0,000 0.C00 x5 0.000 0.900 O.GO0 1;'600.000 O.O00 15700.000 444.800 O.OOO 0.000 O.CO0 GR ~a.OOO 8000.000 438.000 89Z0.000 440.000 9230.000 440.000 9640.000 4]6.900 9870.000 GR 440.500 10500.000 436.500 10700.000 438.500 11080.000 438.~00 11440.000 445.190 11510.000 GR 4.8.500 11860.000 462.200 11920.000 457.000 12530.000 4K, O.OOO 12600.000 437.000 13165.000 GR 437.500 13535.000 439.500 14315.000 440.000 14510.000 44`3.000 145~5.03O 4~9.000 14600.C00 GR ~.03~ 14635.0C0 437.000 14725.000 455.000 14760.000 4~.~0'~ 147_~.~.C`30 432.990 14~33.C00 GR ~10.500 14~05.0C0 414.;0C 1~,~?.C0(] 414.500 14939.000 416.500 lz, 940.OOu 430.400 14959.COG GR ~31.8u0 14~73a']OO 4~1.900 1499C.030 440.700 15046.000 44~.700 15C50.000 441.800 15099.C00 GR 4;.1.80G 15100.90~ 440.C00 1~244.000 4Z9.400 15284.000 429.400 1~514.000 4~8a000 15550.C00 G~ 4S8.0~0 15700.000 43~.000 16700.0`30 438.8~0 17120.000 435.600 17300.000 438.000 17460.000 GR 438.000 17~5`3.000 437.600 178S0.000 438.000 18040.000 4:J~.~O,j 18.~'j. C0~ 439.300 19100.C00 GR 440.000 19400.000 442.GOC 19805.000 445.000 19915.000 4.0.0j0 23000.000 0.000 O.GO0 h,~ 5.000 3.309 119]0.C30 0.050 14C00.000 0.045 14320.C00 0.0~,0 15050.030 0.880 .%.'1 I ,(jZC.OJO 0.300 O.OOO O.OO0 0.000 O.OOe 0.000 0.000 0.000 O.CO0 ADGED FROM RIVERC~A~E MODEL/C~RROLLTON LANDFILL ENCR. ADDED ---NDM xJ 950.970 57.000 14000.000 14320.000 1320.000 1]ZO.OOO 1]ZO.O00 0.000 O.OOO 0.000 X] O.OOO 0.000 0.000 11850.000 0.000 15050.000 445.000 0.000 0.000 0.000 GR 452.800 6000.000 452.400 6100.000 444.300 6500.000 444.200 6400.000 442.400 6600.C00 GR 441.500 6300.000 442.500 7100.000 4]7.600 7500.000 438.900 8475.000 439.800 9100.000 G~ 44C.230 9110.!]00 439.900 9210.000 435.100 9700.000 438.9']0 10100.C00 440.500 10300.C'J0 G~ ~4C.2~C 1C500.000 441.400 10600.000 4~,5.G00 11000.000 4~2.:~00 11G80.000 440.940 11850.000 GR 4~C.800 11930.000 441.600 11950.000 440.000 11965.000 440.000 13250.000 446.530 13400.000 GR 444.000 13600.000 446.900 13700.000 441.200 13800.000 442.800 13940.000 445.200 1]970.000 GR 443.00C 14000.000 427.000 14155.000 412.700 14175.000 410.600 14190.000 428.000 14235.000 GR 426.000 14Z60.000 430.000 14300.000 442.500 14]Z0.000 4~.0.900 14444.000 440.900 14594.000 G~ 4Z9.800 14034.000 429.800 1~86~,.000 439.190 14900.000 439.750 150~0.000 440.400 152:]0.C00 GR 4~9.400 15400.000 439.200 15800.000 4]8.600 15880.000 437.800 16000.C00 438.500 17100.000 GR 439.300 17444.000 439.900 17700.000 439.400 17800.000 439.300 18540.000 441.800 18900.000 GR 443.800 18950.000 444.100 19000.000 0.000 0.000 0.000 0.000 0.000 0.l~00 E J C. 000 0. O00 O. 0 O0 0.0'30 0 · 000 0. 000 O. 000 0. 000 O. 000 0 - 000 14 JUN 86 9:]5:55 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q CLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLO8 VCH VR08 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL ~DC ICONT CORAR TOPWID ENDST · PROF 1 CCHV= 0.100 CEHV= 0.300 1490 NH CARD USED t I i I i I I I I ' I J'~ 1~ jjL -:~ 09:3~:12 ~512J13~1 110 PAGE MODEL DEVELOPED BASED ON CURRENT FIS MODEL OF 3185 - FILE -NDM "ELMBLTR'* (NATURAL RUN) AND "ELMBLF~R" (FLOODWAY RUN) -NOM AS ELMFISX - THIS VERSION WAS FURTHER UPDATEO TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR". NDM FROM HALFF65. REVISEO TO REFLECT IFCDIII O'FLOW SWALE -HALFF PROPOSED ~ELTLINE ROAD FILE "ELMP~OeR" WAS DIVIDED INTO -NOM INTO A RIGHT~ CHANNEL AND LEFT COMPUTER MODEL -NDM ~.30 28.35 438.35 O.OO 43~.35 438.41 0.06 0.00 g. OO 436.00 ~Z03. 15~92. 8259. 20449. 6261. 3853. 13838. O. O. 436.00 0.00 2.47 2.14 1.48 0.0]6 0.050 0.041 0.000 410.00 9918.47 '3.0C0136 2300, 2430, 2200. 0 0 0 O.OO 39~9,72 13868.19 1~ NH C~RD USEC · SECr, O 87~,0C0 3265 DIVIDED FLOW 87a.oO 26.55 438.55 O.O0 O.oO ~8.62 0.07 0.20 0.00 4]9.00 44~00. 18565. 9103. 16732. 7687. 4058. 9078. 685. 123. 439.00 0.17 2.42 2.24 1.84 0.037 0.050 0.0~0 0.000 412.00 1019.08 0.0C0177 1200. 1370. 1400. 1 0 0 0.00 3993.12 5177.46 1G90 NH CARD USED · SECNO 880.000 ~265 DIVIDED FLOW ~280 CROSS SECTION 880.00 EXTENDED 0.57 FEET FROM HALFF65. F6-C SWALE ENDS ~ N END OF FB-C LEVEE. REVISED TO REFLECT IFCDTII O'FLOW SWALE t LEVEE. NOTE "N' VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY ~0.00 26.56 ~38.56 0.00 0.00 438.68 0.12 0.05 0.01 439.00 ~4~00. 59]5. 13520. 24945. 4042. 4068. 9155. 772. 141. ~39.00 0.19 1.47 3.S2 2.72 0.050 0.050 0.040 0.000 412.00 8~0.00 0.0C0388 200. 200. 200, 1 0 0 0.00 4143.~9 5177.54 14 JUN 86 9:35:55 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLO6 QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VR08 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLQBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED · SECNO 895.900 3265 DIVIDED FLOW ~ 1~ J~, 36 g9:35:12 8512J136*W1 119 PAGE 33~1 HV CHANGED MO2E THAN HVINS 3~70 ENCROACHMENT STATIONS= ]500.0 5100,0 TYPE= 1 TARGET: 1600.000 SYN. X-SEC TAKEN FROM 1"=400° TOPO ANO FB-C AND IFCDII PLANS NOTE 'N'* VALUE TO REFLECT RACE TRACK ANO TOWERS IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES/FB-C FILL U,S- OF HUTTON 5RANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM OF BELTLINE ROAD AND RR USING GR CARDS AE ELEV 450. -NDM FLOW SPLIT MODEL STARTS AT CROSS SECTION ~95,9 -NDM ~95.9C 25.91 ~.91 0.00 O, gO 4~9.54 0.63 0.70 0.15 436.03 2eZ03. ~,]4. Z7~B~. 6. ~51, ~JS1. 24. 1044. 190. 4]~.00 ~.Z5 0,~7 5.~1 0.26 0,0~7 0.050 0.097 O,OOO 410.00 ~429,99 0,001118 1060, 1590. 610, 2 0 0 0.00 650.91 5100.00 1~90 NH CARD USED wSECNQ 905.300 ]265 DIVIDED FLOW 3~70 ENCROACHMENT STATIONS= 4000.0 6500.0 TYPE= 1 TARGET= ~500.000 SYN X-SEC TAKEN FROM 1"=400° TOPO AND FB-C AND IFCDIIZ PLANS NOTE ~N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE ~LOCKED OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAD AND RR USING GR CARDS AT ELEV 445. AND~50.0 -NDM ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX. SWALE -NDM FLOW SPLIT DIS OF THIS SECTION CONSIDERS WEIR FLOW OVER -NOM LEDBETTER ROAD TO THE OVERFLOW SWALE -NDM 9C5.50 29.9] 43Q.93 C.O0 0.00 440,7~ 0.50 1.14 0.05 440.00 ~2203. 218. 25988. 5995. 174. ~317. 1909. 115~. 202. ~2~.00 0.28 1.25 7. B] 3.14 0.051 O.OSO 0.075 0.000 410,00 4771.69 0,001294 600. 940. 1035. 2 0 0 0.00 573.45 5385.00 PAGE 14 JUN 86 9:35:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROE VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOER ITRIAL IDC ICONT CORAR TOPWID ENDST lk90 NH CARD USED *SECNO 908.000 3470 ENCROACHMENT STATIONS= 3000.0 SO00.O TYPE= 1 TARGET= 2000.000 NH CARD REVISED TO INCLUDE STCHR (4050 CHANGED TO 4190) ...... NDM 411186 ~ 14 JJ~ ~0 09:35:12 8512J136-WI 110 PAGE INE;FECTIVE FLOW AREAS ON THE RIGHT SIDE D/S OF BELTLINE RD NOM WERE SET FROM THE BRIDGE TO THE EX, S~ALE AT ELEV. ~49, NDM FROM MALFF65. INSERTED X3 IN ROB 90~.00 ]0.49 440.49 0.00 0,00 441.09 0,60 0,]4 0.02 440,00 32200, 8, 32192, O, 12, 5160. O. 1184, 205, 449,00 0.29 0,6T 6,24 0,00 0,050 0,050 0.075 0,000 410,00 3804,74 0.~01316 250. 270, 200, 2 0 0 0,00 385=26 4190,00 CCH¥= 0,300 CEHV= 0,500 · SEC~O ~0~.690 3~70 ENCROACHMENT STATIONS= 3000,0 5000,0 TYPE= 1 TARGET= 2000,000 908.~9 30.42 440.42 0.00 O,O0 441.36 0=94 0=10 0.17 446,00 32203. O. 32200. O. O. 4140. 0. 1191. ~05, 446.00 0.30 0.00 ~.78 0.00 0.0~0 0.050 0,080 0.000 410.G0 3811,51 0..~1538 69, 69. ~9, 2 0 0 0.00 229,89 4041,40 · SECNO 90~.700 5370 NORPAL BRIOGE,NRO= 38 MZN ELTRD= 446.00 MAX ELLC= 446,00 3470 ENCROACHMENT STATIONS= 3000,0 5000,0 TYPE= I TARGET-- ZO00,O00 9C8,70 30,3~ 440,3~ 0,00 0,00 441,]9 1,00 0,00 0,05 446,00 ~2200. O. 32200, O. O. 6018. O. 1192, 205. 646.00 0.30 0.00 8.01 0.00 0.080 O.OSO 0.080 0.000 410.00 3811.73 0.002569 1. 1. 1. 2 0 0 -116.09 229.58 ~041.31 · SECN3 9~9,600 3370 NORMAL BRIDGE-NRD= 38 MIN ELTRD= 446.00 MAX ELLC= 446,00 3470 ENCROACHMENT STATIONS= 3000.0 SO00.O TYPE= 1 TARGET= 2000.000 9C~,60 ~0.6~ 440,06 0.00 0,00 ~41.63 0,97 0,23 ~.01 446.00 32200. O. 32200. O. O. 4078. O. 1200. 206. 446.00 0.30 0.00 7.90 O.O0 0.080 0.050 0.080 0.000 410.00 5809.52 ~ 0.002~7 90. 90. 90. 2 0 0 -117.41 252.~7 4042.19 14 JUN 86 9:35:55 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q GLOB QCH QROB AL08 ACH AROB VOL T~A LEFTIRZGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA ~ SLCPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 909.610 3470 ENCROACHMENT STATIONS= ~000.0 5000.0 TYPE= I TARGET= 2000.000 · 909.61 30.74 440.T4 0,00 0.00 4~1.65 0.91 0.00 0.02 446.00 14 jJN 36 09:36:12 8512J136,W1 110 PAGE 11 5220~. C. 32200. O. O. 421~, O. 1200. 205. 4~0.00 - ~.30 O.C~ 7,o4 C.O0 0.080 0.050 0.030 O.OOO 410.00 380~.84 0.~014S1 1. 1. 1. 2 0 0 0.00 233.03 4042.47 · · 5ECNO 910,000 3~70 E~CROACHMENT STATIONS= ~000.0 5000.0 TYPE= 1 T~RGET= 2000.000 r FROM HALFF65. INSERTED X] I~ RO~ 010.00 30.91 ~40.91 0.00 0.00 441.75 0.52 0,0~ 0.03 442.00 32~00. 0. 52155. 45. O. 4414. 31. 1204. ZO6. 435.00 · 0.~0 0.00 7.28 1.46 0.080 0.050 0.080 0.000 410.00 S750.91 0.001~16 ]9, ~9. 39. Z 0 0 0.00 295.35 4046.25 · SECND 910,~00 3370 ~ORMAL BRIDGE,NRD= 8 MIN ELTRO= 449.50 MAX ELLC= 447.00 · ~70 ENCROACHMENT STATIONS= 7500.0 9500.0 TYPE= 1 TARGET= 2000.000 · FROM MALFF65. INSERTED X~ IN ROB 910.30 30.94 440.94 0.00 0.00 441.79 0.85 0.04 0.01 449.50 ~- 32200. O. ~2200. O. O. 4356. O, 1207. 206. 44~.50 ~.30 0.00 7.]9 0.00 0.080 0.050 0.0~0 0.000 41'].00 8563.3~ 0.001330 30. 30. 30- 1 0 0 0.00 230.51 ~81~.5~ ~ · SECNQ 910.500 3370 NORMAL BRIOGE-NRD= 8 MIN ELTRD= 449.50 MAX ELLC= 447.00 · 34?0 ENCROACHMENT STATIONS'- 7500.0 9500.0 TYPE= 1 TARGET= ZO00.O00 · FROM MALFF~5. INSERTED X3 IN ROB 910.50 30.9Z 440.97 0.00 0.00 441.82 0.55 0.03 0.00 449.59 - 32200. O. 3ZZO0. O. O. 4361. O. 1209. Z06. ~49.50 0.30 0.00 ?.38 0.00 0.0~0 0.050 0.0~0 0.000 41g.00 8583.35 0.001325 20. 20. 20. 0 0 0 0.00 2~0.62 8813.~7 0 1 PAGE 11 l& JUN 86 9:35:55 ~ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QL05 QCH OR08 ALOB ACH AROB VOL TW~ LEFT/RIGHT · TIME VLO5 VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLCH XLO~R ITRIAL IDC ICONT CORAR TOPWIO ENDST CCHV= 0.100 CEHV= 0.300 · ,SECNO 911.500 3470 ENCROACHMENT STATIONS= Z700,O 5000.0 TYPE= I TARGET= 2300.000 · FROM HALFF65. [NSERTED X~ IN ROB 911.50 31.44 441.44 0.00 0.00 441.97 0.53 0.12 0.03 440,00 · ~ ~ i I t t t I i I I i I 14 Jd~, 86 09:36:12 ~512J136,W1 110 PAGE ~200. /*4. 32132. 18. 103. 5501, 39. 1220. 207a 440.00 0.31 0.41 5.~4 0.~7 0.150 0.050 0.120 0.009 410.00 3755.85 0.061058 100. 100. 100. 2 0 0 0.00 464.15 4220.00 1490 NH CARD USED · SECNO 920,970 ]28S CROSS SECTION 920.97 EXTENDED 3.89 FEET 3~70 ENCROACHMENT STATIONS: ~740.0 5500.0 TYPE-.' I TARGET= 1760.000 FROM HALFF65., SPLIT FLOW END UIS FROM 920.971CARROLLTON LANDFILL EFFECTIVE AREA ACOEO ~T STA 29401LEFT OBN LOWERED TO 0.100, ---NDM .075 IN PARK, .065 IN COL= CCURSEICARROLLTON PA~K TOPO ADOEO ---NON ~20.~7 J2.3~ ~42.~9 0.00 9.00 442,5~ 0.21 0.60 ~).03 /,~4.00 32200. a40e. 23~39. 152. 6~19. 5665. 2k2. 1416. 229. 0.~9 1.53 /,.17 C.6) 0,075 0.050 0.120 O.OOO 410.00 ]7/,0.00 0.000413 9~0. 950, 550. 2 0 0 0.00 1585.60 5326.60 1~90 Nh CARD USED · SECNO 9]0,000 5470 ENCROACHMENT 5TATION5= 12&50,0 157]0,0 TYPE= 1 TARGET-' ]280.000 ADDED FROM RIVERCHASE MO~ELICARROLLTON LANDFILL ENCR. +PARK ---NDM 9~0.00 35.18 ~42.78 C.O0 O.O0 /*/*3.05 0.27 0./,~ 0.02 44~00. 9035. 25276. 10089. 59/*7. 4858. 4095° 1672. 273. 0.~5 1.52 5.20 2./*6 0.050 0.0/*5 0.0/*0 O.OOO 409.60 12~50.00 0.000604 800. 903. 690. 2 0 0 0.00 ~280.00 15750.00 1~g0 NH CARD USED -SECNO ~]7.8C0 3/*70 ENCROACHMENT STATION5= 12e00,0 15700,0 TYPE= 1 TARGET= 5100,000 ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR, +PARK ---NON 937.80 28.78 /,~3.28 O. O0 0.00 4/*3.40 0.12 0.3/* 0.01 4~00. 14259. 13816. 16325. 11155. 3977. 5114. 1991. 3~1. /,40.70 0.53 1.28 3.47 3.19 0,063 0,045 0.0/*0 0,000 41~.50 12600.00 0.000322 800. 780. 730. 2 0 0 0.00 3100.00 15700.00 PAGE 1/, JUN 86 9:55:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS ~ANK ELEV Q QLOB QCH QRGE ALO8 ACN ARO8 VOL TWA LEFT/RIGHT TI~E VLO~ VCH VRO~ XNL XNCH XNR WTN ELMIN SSTA SLOPE XLO~L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1/,90 NH CARD USED · SECNO 950,9?0 3265 DIVIDED FLOW ~: 14 jj~ ~5 09:3~:12 ~512J136*W1 110 PAGE 3~7J ENCROACHMENT STATIONS= 11~50.0 1505C.0 TYPE= 1 TARGET= 3Z00.000 ADDEC FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. ADDED ---NDM 950=97 33.11 44]=71 0=00 0.00 443.92 0.21 0.49 0.0] 443.00 44~00= 5018= 20523. 18859. 5547. 4904. 5179. 2514a 420. 44Z.50 0.6] 0.90 4.18 3.64 0.079 0.045 0.040 O. OOO 410.50 11850.00 0.300~1 1320. 1120. 1320. Z 0 0 0.00 2740.S6 15050.00 PAGE 14 JUN 86 9:~5:55 THIS ~UN EXECUTED 14 JUN ~6 9:~8:04 MEC~ RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - 01,02,0].,,04#~S MOOIF~CATZON - 50~51~52#~,54,55 T1 BELT LINE ROAD BRIDGE ANALYSIS JUNE 19~6 DLJ T2 BRIOGE ALT ~2 30012601300 -CHANNEL SPLIT T~ Q=55800 CFS NATHAN O, MAIER ENGINEERS J1 ICHECK INQ NINV IDIR STRT METRIC HVIN5 O WSEL FQ 0. 7. O. O. 0.000000 0.00 0.0 O. 459.050 O.GO0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC ISW CHNIM ITRACE 15.000 0.000 -1,000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 PAGE 14 JUN 86 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLQSS BANK ELEV Q QLOB QCH QRO~ AL08 ACH ARO8 VOL TWA LEFT/RIGHT TIME VL08 VCH VR08 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CQRAR TOPWID ENDST *PROF 2 CCHV= 0.100 CEHV= 0.~00 1490 NM CARD USED ,SECNQ 864.3CG MODEL DEVELOPED BASED ON CURRENT FIS MODEL OF 3186 - FILE -NDM "ELMaLTR~ (NATURAL RUN) AND "ELMBLFWR~ (FLOODWAY RUN) -NDM AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR~- NDM I I I I I I I I I I I I I I I ! ~!:- ~ J~, B6 09:36:12 ~512J136*W1 110 PAGE 14 FROM HALFF65. REVISED TO REFLECT I:CDIII O'FLOW SWALE -HALFF PROPOSED BELTLINE ROAD FILE "ELMPROBR' WAS DIVIDED INTO -NDM INTO A RIGHT, CHANNEL AND LEFT COMPUTER MODEL -NOM ~ ~e-~.]O 29,65 4]9.65 0.00 439.65 439.72 0.07 0.00 O.OO 430.00 55~00. 18629. 9450. 27721. 7331. 4165. 17595. O, O. 4]6.00 0.00 2.54 2.27 1.58 0,036 0=050 0.042 0,000 410.00 9914.86 ~; 0.C~0138 2300. 2430. 2200. 0 0 0 O.OO 3956.94 13871.81 1~0 NH CARD USED ~: ,S~O 878.000 ~7d.00 27.8~ 439.85 O.OO O. OO 4]9.9] 0.08 0.21 0.00 4]9.00 55~00. 2]~13. 10579. 21908. 9385. 44~8. 12379. 847, 12~. 4]9.00 ,' 0.17 2.48 2.38 1.77 0.0]8 0.050 0,043 0.000 412.00 1015.25 3,000182 1200, 1370, 1400, 1 0 0 0.00 ~165,~1 5180,94 3 ~ 1~90 NH CARD USED · SECNO 880,000 ]280 CROSS SECTION 880.00 EXTENDED 1.88 FEET FROM HALFF65. FB-C SWALE ENDS t N END OF FB-C LEVEE. REVISED TO REFLECT IFCDIII O'FLOW SWALE & LEVEE. NOTE "N" VALUE TO REFLECT RACE TRACK ANO TOWERS IN FLOODWAY BBO.OO Z7.88 439.88 0.00 0.00 439.99 0.11 0.05 0.01 439.00 55~00. 9648. 14997. 31155. 5934. 4460. 12485. 960. 145. 439.00 '_ 0.19 1.6~ 3.]6 2.50 0.050 0,050 0.04~ 0.000 412.00 880.00 0,000363 200, ZOO, 200, 0 0 0 0,00 4]01,05 5181,05 1490 NH CARD USED · SEC~o 895,900 3~70 ENCROACHMENT STATIONS= ]500.0 5100.0 TYPE= 1 TARGET= 1600.000 I PAGE 14 JUN 86 9:]5:55 SYN. X-SEC TAKEN FROM 1'=400' TOPO AND FB-C AND IFCDII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY SHOWS O'BANK CLEARING BOTH' SIDESt FB-C FILL U.S, OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS · IN EFFECTIVE FLOW AREAS WERE ~LOCKEO OUT DUE TO THE EFFECT -NOM OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV 450. -NDM FLOW SPLIT MODEL STARTS AT CROSS SECTION 895,9 -NON J 895.90 ]0.16 440.16 0.00 0.00 440.7] 0.57 0.61 0.14 4]6.00 30000. 1010. 28888. 102. 742. 4675. 153. 1296. 195. 438.00 0.25 1.36 6.18 0.66 0.061 O.OSO 0.089 0.000 410.00 4429.98 ~ 0.000944 1060. 1590. 610. I 0 0 O.O0 670,02 5100.00 0 1490 NH CARD USED · ,SECNO 905.]00 3470 ENCROACHMENT STATIONS= 4000.0 6500.0 TYPE= 1 TARGET= ZSO0.OOO · SYN X-SEC TAKEN FROM 1"=400' TOPO AND FB-C AND IFCDIII PLANS NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY J~ ~5 ~9:3~:12 ~512Jl~6*wl 110 PAGE SHOWS O'~ANK CLEARING BOTH SIDES, F~-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF' -NDM BELTLINE ROAD AND RR USING GR CARDS AT ELEV 445. AND450.O -NDM ON RIGHT SIDE THE FLOW WAS EXPANOED OUT TO THE EX. SWALE -NDM FLOW SPLIT D/S OF THIS SECTION CONSIDERS WEIR FLOW OVER -NDM L~DBETTER ROAD TO THE OVERFLOW SWALE -NOM ~CS.~G 31.0~ 4~1.03 0.00 0.00 441.91 0.~8 1.0~ 0.09 4~0.00 37500. 640. 29145. 771~. 372. ]490. 2ZlZ. 1420. 207. 426.00 O.Z8 1.7Z ~.]5 ].49 0.054 0.050 0.07] 0.000 410.00 4770.00 0.001375 600. g~O. 1035. 2 0 0 0.00 615.00 5385.00 1~90 NH C~RO USeD · SEC~O 90~.000 ]~7!] ENCROACHMENT STATIONS= 3000.0 5000.0 TYPE= 1 TARGET= 2000.000 ~H CARD REVISED TO INCLUDE STCHR (4030 CHANGEO TO ~190) ...... NDM 411/86 INEFFECTIVE PLOW AREAS ON THE RIGHT SIDE D/S OF BELTLINE RD NDM WERE SET FROM THE BRIDGE TO THE EX. SWALE AT ELEV. 449. NDM FROM HALFF65. INSERTED X] IN R08 908.00 ]1.59 441.~9 0.00 O,O0 442.29 0.70 0.]6 O.OZ 440.00 37500. 61. ]74]9. O. 40. 5557. O. 1455. 210. 449.00 0.29 1.50 ~.~4 0.00 O.OSO 0.050 0.073 0.000 410.00 ]804.1~ 0,001196 250. ZTO. 200. 2 O 0 0.00 ]85.84 ~1~0.00 CCHV= 0.300 CEHV= 0.500 · SECNO 90S,690 PAGE 1~ JUN 86 9:]5:55 SECNO DEPTH CWSEL CRI~S WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA LEFT/RIGHT TIME VLO8 VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOSR ITRIAL IDC ICONT CORAR TOPWIO ENDST 3~70 ENCROACHMENT STATIONS~ 5000.0 ~000.0 TYPE= 1 TARGET~ ZO00.O00 908.69 ]1.49 441.49 0.00 0.00 442.62 1.1] 0.11 0.Z1 446.00 37500. 0. ]7500. O. O. 4]92. O. ~46]. 211. 446.00 0.]0 O.OO 8.54 0.00 0.080 0.050 0.080 0.000 410.00 ]802.61 0.001815 69. 69, 69. ~ 0 O 0.00 24Z.]4 4044.96 · SECNO 908.~00 ]~70 NORMAL BRIDGE,NRD= ]~ MIN ELTRD= 4~6.00 MAX ELLC= 446.00 ]~70 ENCROACHMENT STATIONS= ]000.0 5000.0 TYPE= 1 TARGET= 2000.000 908.70 ]1.45 441.45 0.00 0.00 442.66 1.20 0.00 0.0] 446.00 ]7~00. 0. ]7500. 0. 0. 4263. 0. 146]. 211. 446.00 0.]0 0.00 8.80 O.OO 0.080 0.050 0.080 O.O00 410.00 3802.88 ~'~ 1~ j~N 86 09:36:12 ~512J1~6-w1 110 PAGE 15 0.~CSC58 1. 1. 1. 2 0 0 -121.40 241.96 404~.85 ~SECN3 909.600 3570 ~ORMAL BRIOGE,NRD= 38 MIN ELTRD= 446.00 MAX ELLC= 448.00 ~,7~ ~CROACHMENT STATIONS= 3~00.0 5000.0 TYPE= 1 TARGET= 2000.000 9D9.60 ]1.7~ 441o78 0.00 0.00 442.94 1.16 0.27 0.01 446.00 ~7500. C. 37500. O. 0. 4~41. O. 1472. ~11. 446.00 ~.30 0.00 8.64 0.00 0.080 0.050 O.OSO 0.000 410.00 3800.17 0.002957 90. 90. 90. 2 0 0 -123.02 245.76 4045.9] -SECN~ ~09.610 3~70 -;NCROACHMENT STATIONS= 3000.0 SOgO,O TYPE= 1 TARGET= 2000.000 909.61 ]1.8~ 441.88 0.00 0.00 442.96 1.08 0.00 0.02 446.00 ~7500. O. 37500. O. O- 4488. O. 1472. 211. 448.00 0.30 0.00 8.36 0.00 0.080 0.050 0.080 0.000 410.00 3799.34 0.001750 1. 1. 1. 2 0 0 O.OO 246.92 4046.26 · SECN0 910.000 14 JUN 86 9:35:55 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLO~ ~CM QROB ALOE ACH ARO8 VOL TWA LEFT/RIGHT TIME VL05 VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 3000.0 5000.0 TYPE= I TARGET= 2000.000 FROM HALFF65, INSERTED X3 IN ROE 910.00 32.11 4~2.11 O.O0 ~.00 443.07 0.96 0.07 0.04 ~42.~0 ~7500. O. 3741~. 85. 1. 4764. 45. 1478. 211. ~58.90 0.30 0.1] 7.55 1.90 O.C~O 0.050 0.0~0 0.000 410.00 3729.92 0.0017~1 39. 39. 39. 2 0 0 0.00 316.~7 4046.?9 ,SECNO 910.500 ~370 NORMAL BRIDGE,NRO=. 8 MIN ELTRO= 440.50 MAX ELLC= ~47.00 ~7~ ~NCROACH~ENT STATI)NS= 7500.0 9500.0 TYPE: 1 TARGET= 2000.000 FROM HALFF6~. INSERTEG X3 IN RO~ 910.30 32.13 442.13 0.00 0.00 445.15 1.02 0.05 0.03 449.50 5750~. 0. ]7500. O. O. 4633. O. 1~79. 212. ~49.50 0.30 0.00 8.09 0.00 0.0~0 0.050 0.080 0.000 410.00 8582.65 0.001525 30. 30. 30. 2 0 O O.O0 236.80 8819.45 *SECNO 910.500 ~;~ ~1~ J;*. ~ 09:33:12 ~512J13~-wl 110 PAGE 17 ~7; ~C~MAL 8RIDGE,NRO= 8 HIN ELTRS= 44~.50 M~X ELLC= 447.00 ~7~ ENCROACHMENT STATIONS= 7500.0 9500,0 TYPE= 1 TARGET= 2000.000 FROM HALFF65. INSERTED X~ IN ROB ~0.50 32.17 442,17 0.00 0.00 4~3.16 1.01 0.03 0.00 ~49.50 ~?~C0. O. 375C0. O. O. 4641. 0. 1481. 21Z. 449.~0 ~.30 0.00 S.08 0.00 0.080 0.050 0.080 0,000 410.00 85~2.63 ~..]~1518 20. 20. 20. 0 0 0 0.00 236.9~ 8819.61 CCuv= 0.100 CEHV= 0.~00 *SECNO 911.S0~ ~7~ ~hC~OACuMENT STATIOhS= 27~0.0 5000.0 TYPE= 1 TARGET= 2300.000 FROM HALFF65. INSERTEO X~ IN ROB 911.50 ~2.75 442,75 0.00 0.00 443.35 0.00 0.13 0.04 4~0.00 3750~. 130. 37312. 58. 204. 5973. 78. 1494. 213. 440.00 0.Jl 0.64 6.25 0,74 0,150 O.OSO 0.120 0,000 ~10.00 37~5.71 0.001083 100. 100. 100. 2 0 0 0.00 46~.29 4220.00 PAGE 14 J~N 86 9:35:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QR08 AL06 ACH AR05 VOL TWA LEFT/RIGHT TIME VLO~ VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOP~ XLOBL XLC~ XLOSR ITRI~L IDC ICONT CORAR TOPWID EN~ST 1~90 NM CARD USeD ,SECNO 920.970 3280 CROSS SECTION 920.97 EXTENDED 5.27 FEET 3~70 ~NCROACHMENT STATIONS= 3740.0 5500.0 TypE= 1 TARGET= 1760.000 FROM HALFF6S., SPLIT FLOW END U/S FROM 920.97/CARROLLTON LANDFILL EFFECTIVE AREA ADOED AT STA 29401LEFT OB N LOWERED TO 0,100, ---NDM .075 IN PARK# .065 IN GOLF COURSE/CARROLLTON PARK TOPO ADDED ---NDM 920.97 ~3.77 443.77 0.00 0.00 443.97 0.20 0.58 0.04 434.00 3750~. 11607. 25652. 242. B016, 6072. 328. 1720. 235. 435.00 0.39 1.45 4.22 0.74 0,075 0,050 0,120 O.OOO 410.00 ~740.00 0.000386 980. 950. 550. 2 0 0 0.00 1~87.22 S327.22 1&90 NH CARD USED -SECNO 9]0.000 ]~70 ENCROACHMENT STATIONS= 12450.0 15730.0 TYPE= 1 TARGET= 3280.000 ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR. +PARK ---NDM 930.00 3~.53 ~44.13 O.O0 O. OO 444.35 0.22 0,38 0.01 ~34.40 55800. 15375. 2610~. 1~321. 8721. 5238. 5375. 2036. 279. 040,50 0,45 1.76 ~.98 2.66 0.050 0.045 0,040 0,000 40~.60 12450.00 I 1 I I I I I I I I I I~ I I I ! 1~ j~, ~5 C9:36:12 ~512J136*W1 110 PAGE 13 3. DC3501 800. 903. 6gO. 2 0 0 0.09 3280.00 15730.00 1~g'3 NH CARD USED *SECNO 9]7.800 3470 ENCROACHMENT STATIONS= 12600.0 15700.0 TYPE: 1 TARGET= ]100.000 ADDED F~OM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR. +PARK ---NOM ~37.~C ]0.04 ~4.54 0.00 0.00 44~.67 0.13 0.31 0.01 43~.60 55~00. 20324. 15697. 19779. 13918. 4315. 5936. 2431. 337. 440.70 ~3.53 1.46 3.54 3.33 0.053 0.045 0.0~0 0.000 414.50 12600.00 0.000317 800. 760. 780. 2 0 0 0.00 3100.00 15700.00 1~90 N~ CARD USED ,SECNG 950.970 ]26~ DIVIDED FLOW PAGE 19 1~ JUN 86 9:35:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ~ ~LOB .~CM QROB ALOB ACH AROB VOL T~A LEFT/RiGHT TIME VLOB- VCH VROB XNL XNCH XNR WTN ELMIN 5STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC I'CONT CORAR TOPWID ENDST 3280 CROSS SECTION 950.97 EXTENDED 0.86 FEET 3470 ENCROACHMENT STATIONS=. 11850.0 15050.0 TYPE= 1 TARGET= 3200.000 ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR. ADDED ---NDM 953.97 54.37 ~44.97 0.00 O.OO 445.20 0.23 0.50 0.03 443.00 55~00. 8566. 23688. 23546. 7777. 5306. 6096. 3086. 429. 442.50 3.53 1.10 4.46 3.86 0.079 0.045 0.040 0.00~ ~13.60 11~50.C0 0.000451 1320. 1320. 1320. 2 0 0 0.00 29]~.81 15050.00 1 PAGE 20 14 JUN 86 9:35:55 THIS RUN EXECUTED 14 JUN ~6 9:36:08 ~EC2 RELEASE DATEO NOV 76 UPDATED MARC 1982 ERRJR CORR ' 01,02,03,04,05 MODIFICATION ' 50,51,52,5],54,55 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ~ 1~ ji~. ~Q ~9:36:12 ~512J13~tW1 110 FCEK TRINITY RIVER SdMMARY PRINTOUT TABLE 150 S~CNO XLCH ELTRD ELLC ELHIN Q CWSEL C~IWS EG 10K*S VCM AREA ~'~ ~64,300 0,00 0.00 0.00 410,00 44200.00 438,35 0,00 438,41 1,36 2,14 2~951.41 ~C4,300 0,00 0.00 0.00 410,00 55E00,~0 419,D5 0,00 4]9.72 1,38 2.27 Z9~90,7~ ~7~=000 1~70,00 0,00 0,00 412.00 44400,00 438.55 0.00 438,62 1.77 2,24 20822.9~ ~7~,000 1370,00 C.O0 0.00 412,00 55800,00 439,85 0,00 4S9,93 1.82 2.38 26211.09 41307-'~'~ ~0,~00 200,00 C,O0 O.GO 412.00 44400.00 438,5~ 0,00 438,6~ 3,B~ 3,32 17265.0~ 22j~0.~3 6~ ~.~6 22878,7~ 29274,94 ~S0.0~0 200.00 ~.00 0,00 412,00 55~00.00 4~9.88 0,00 439.99 3. ~95.900 1590,00 0,00 0,00 410.00 2~200,00 4~8.91 0,00 439.54 11,18 6.41 4726.69 ~33,04 895.900 1590,00 0,00 O,OO 410,00 30000.00 440,16 0,00 440,7~ 9,44 6,18 S571,26 9763,.66 905.300 940,00 0,00 0,00 410,00 ~2200,00 439,93 0,00 440,?~ 12,94 7,8~ 5400,45 8952,4~ ~05.300 940,00 C.O0 0,00 410,00 37500.00 441,03 0,00 441.91 13,75 8.35 6073,9~ 10112,91 908,000 270.00 0.00 0.00 410,00 ~2200.00 440,49 O,O0 441,09 13,16 6,24 5172,32 8876°92 908,000 270,00 0,00 O.OO 410,00 ~7500.00 441,59 0,00 442.29 1~,96 6,?4 ~597,24 10037,27 908.690 69,00 0.00 0,00 410.00 32200.00 440,42 0,00 441,~6 15,38 7,78 4140,18 8209,42 908,690 69,00 0,00 0,00 410,00 37500.00 441,49 0,00 442,62 18,35 8,54 4392,23 8753,98 908,700 1,00 446.00 446.00 410,00 32200.00 440,S9 0,00 441,~9 25,69 ~,01 4017,87 6352.71 908,700 1,00 446.00 446.00 410,00 ~7500,00 441,45 0,00 442.66 30.58 8.80 4262,94 6780,82 ~09,600 90,00 446,00 446,00 410,00 32200,00 440,66 O,OO ~41,63 24,87 7,90 4077.8~ 6456,30 909.600 90,00 446,00 446,00 410.00 37500.00 441.78 0.00 442,94 29,37 8.64 4340,62 6919.02 909,610 1,00 C,O0 0.00 410.00 ~2200.00 440,74 0,00 441,65 14,81 7.64 4214.4~ 8368,21 909.610 1,00 0,00 0,00 410,00 37500.00 441,88 0,00 442,96 17,50 8,36 4488.19 ~965.35 910,000 39.00 0.00 0,00 410,00 32200,00 440,91 0,00 441,73 16.16 7.28 4444,92 8010,~1 910,000 39.00 0,00 0,00 410,00 37500.00 442,11 0.00 443,07 17.51 7,85 4e09.84 8~84,67 PAGE 21 JUN 86 SECNO XLCM ELTRO ELLC ELMIN Q CWSEL CRIWS EG IOK*S VCH AREA ,01~ 910,300 30.00 449,50 447,00 410,00 32200,00 440,94 0,00 441,79 13,30 7,~9 4355,72 8~30,69 910,300 ~0,00 449.50 447,00 410.00 37500.00 442,13 0.00 443,1~ 15,25 8,09 4632,75 9601,75 910,500 20.00 449,50 447.00 410.00 ~2200.00 440,97 0.00 441,82 1~,25 7,]8 4360,69 e~44,40 910,500 20,00 449,50 447.00 410,00 37500.00 442,17 0,00 44~,18 1~,18 8,08 4640o~8 9D2~,78 I I I I I I I I I I I I I I I I I l ~! (1~ JjN 85 09:36:12 8512J136*Wl 110 PAGE 20 "' 911.500 100.00 C.O0 0.00 4t0.00 ]2200.00 441.44 0.00 441.97 10.5B 5.84 5~46.16 9901.55 911.500 100.00 0.00 0.00 410.00 37500.00 4~2.75 0.00 4~$.35 lC.83 6.25 6255.08 11393.58 920=970 950.00 0.00 0,00 410.00 32200=00 442,39 0,00 442.59 4.13 4.17 12225.29 15~36o90 920.970 950.00 0.00 0.00 410.00 ]7500.00 443=77 0.00 443.97 3.86 4.22 14415.]3 19081.27 930.000 903.C0 G.O0 0.00 409.60 44400.00 442.78 0.00 443.05 6.04 5.20 14~99.91 '~.000 903.00 C.00 0.00 409.60 55800.00 444.1] 0.00 444.3~ 5.01 4.98 1933].02 24933.~2 9S7.~00 730.00 0.00 0.00 414.50 44400.00 443.2~ 0.00 443.40 3.22 3.47 20246.02 24731.05 93?.800 7~0.00 0.00 0.00 414.50 55800.00 444.54 0.00 444.67 3.17 3.64 24169.04 ]1335.72 950.970 1320.00 0.00 O.O0 410.60 44400.00 443.71 0.00 443.92 4.41 4.18 15629.92 21150.75 950.970 1320.00 0=00 0.00 410.60 55~00.00 444.97 0.00 445.20 4.51 4.46 19179.02 262~2.]8 14 JUN 86 9:35:55 PAGE 22 ELM FOR~ TRINITY RIVER S~MMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWZO XLCH ~64.300 44200.00 438.35 0.00 0.00 0.00 3949.72 0.00 ~64.]00 55800.00 439.6~ 1.30 0.00 0.00 3956,94 0.00 ~7~.000 44400.00 438.55 0.00 0.20 0.00 399~.12 1370.00 878.000 55800.00 4]9.85 1.31 0.20 0.00 4165.71 1~?0.00 880.000 44400.00 438.56 0.00 0.02 0.00 4143.6~ ZO0.O0 880.000 55800.00 4]9.88 1.32 0.0] 0.00 ~301.05 200.00 895.900 28200.00 438.91 0.00 0.34 0.60 650.91 15~0.00 ~95.900 30000.00 44C.16 1.26 0.28 0.00 670.02 1~90.00 905.300 32200,00 439.93 0.00 1.02 0.00 573.45 9~0.00 905.300 37500.00 441.03 1.10 0.87 0.00 615.00 9~0.00 90~.000 32200.00 440.49 0,00 0,56 0,00 385.26 2?0.00 90~.000 37500.00 441.59 1.10 0.56 0.00 ~85,~ 270.00 g0~.690 32200.00 4~0.42 0.00 -0.07 0.00 229.69 69.00 90~.690 37500.00 441.49 1.07 '0.10 0.00 242.]4 69.00 90~.700 32200.00 440.39 0.00 'O.O] 0.00 229.5~ 1.00 90~.700 ]7500.00 441,45 1.06 -0.03 0.00 241.96 1.00 909.600 32200.00 440.66 0.00 0.27 0,00 232.67 90.00 909°600 ]7500,00 441.78 1,12 Oa]3 0.00 245.76 90.00 ~""' 1.., JUe'· 86 09:30:12 8512J1J6,k1 110 PAGE 21 909.610 32200.00 440.74 0.00 0.08 0.00 255.63 1.00 909.610 37500.00 4~1.8B 1.14 0.10 0.00 246.92 1.00 ~ 910.000 32200.00 440.91 0.C0 0.17 0.00 295.55 39.00 ~10.000 37500.00 442.11 1.21 0.24 0.00 316.87 39.00 " ~1].300 32200.00 44G.94 0.00 0.0] 0.00 230.51 30.00 ~10.300 37500.00 442.13 1.19 0.02 0.00 236.80 30.00 ~ 910.500 32200.00 ~40.97 O.CO 0.03 0.00 2]0.62 ZO.O0 910.500 37500.00 442=17 1.20 0=03 0.00 236.98 20=00 ~ 911.500 52200.00 441.~4 0.00 0.4? 0.00 4&4.15 100.00 ~11.500 37500.00 442.75 1.51 0.58 0.00 464.2Q 100.00 ~ 920.970 32200.00 442.39 0.00 0.95 0.00 1586.60 950.00 920.970 37500.00 443.77 1.]8 1.02 0.00 1587.22 950.00 ~ 930.000 44400.00 442.78 0.00 0.39 0.00 ]280.00 903.00 930.000 55800.00 444.13 1.35 0.36 0.00 3280.00 903.00 I 14 JUN 86 9:]5:55 PAGE 23 SECNO Q CWSEL DIFWSP DIFWSX DIFK~S TOPWZD XLCH ~ 937.800 44400.00 443.28 0.00 0.50 0.00 3100.00 780.00 937.800 55800.00 444.54 1.27 0.41 0.00 5100.00 780.00 · 950.9~0 44400.00 443.71 0.00 0.~3 O.OO 2740.55 1320.00 950.970 55800.00 444.97 1.26 0.42 0.00 2954.81 1320.00 1 14 JJN 86 9:35:55 PAGE 24 SUMMARY OF ERRORS AND SPECZAL NOTES 14 JUN 86 9:36:09 PAGE 1 · THIS RUN EXECUTED 14 JUN 86 9:36:09 HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - 01~02,05,04,05 ~ODIFICATION - 50,51,52,5],54,55 ~,e,~w~**********W,k*********~***t*******,~******,***** ,***************e********************* * -~TER SURFACE PROFILES · ~ * U.S. ARMY CORPS OF EhGINEERS , VERSION OF NOVEMBER 1970 * ALTO2 300'/260'/300' BRIDGES-R~HT * T.E .YDROLOSZC ENGINEERING CENTER ~ * UPDATED MARCH 1952 PLOTFILE VERSION · * 609 SECOND STREET, SUITE O * * * DAVIS, CALIFORNIA 95616 , RUN DATE 14 JUN 86 TIME 9:38:59 · · (916) 440-2105 (FTS) 448-2105 · ****************************************************** ,,,*********************************** X X XXXXXXX XXXXX XXXXX ~ x x x x x x x X X X X X XXXXXXX XXXX X XXXXX XXXXX · x x x x x X X X X X X X X XXXXXXX XXXXX XXXXXXX 14 JUN 86 9:38:59 PAGE I ~ THIS RUN EXECUTED 14 JUN 86 9:38:59 · ************************************************** ~EC2 RELEASE DATED NOV 70 UPDATED MARC 1952 ~ ERROR CORR - 01,02,03,04,C5 MO~1FICATIDN - 50,51,~2,53,5~,55 ************************************************** ~ T1 ELM FORK MODEL WITH PROP. BRIDGES 300'.260'.300° "DLJ217" RIGHT T2 UPDATED BY DLJ AND WLW 3/86 FOR BELTLINE ROAD "ELMPROBR" 6~9~86 T3 ELM FORK TRINITY RIVER WITH LEVEE/FILL PROJECTS EX. Q100=4~00 CFS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ ~ -1. 8. O. O. O.O0000O 0.00 O.O O. 43B.350 0.000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC IBW CMNIM ITRACE 1.000 O. OOO -1.OOO · 0.000 0.000 0.000 0.000 0.000 O,O00 0.000 ~ J3 VARIABLE CODES FOR SUMMARY PRINTOUT · 150.000 0.000 O.O00 0.000 0.000 O.O00 0.000 0.000 0.000 0.000 ~ I~ J:', E5 09:39:17 ~512J135,~1 110 PAGE 2 .T 7.OOC 16500.000 3020C.G00 37400.000 37400.000 59500.000 55800.000 44200.000 0.000 O.CO0 r,; 0.015 0.070 0.045 0.130 0.]00 0.000 0.000 0.000 O.OOO O.eO0 ~n 8,000 0,050 9933,C00 0,035 10555,000 0,050 10700,000 0,100 10740,000 0.650 · NH 109~0.000 0.100 11C60,000 0,050 13474,000 0,035 13890.000 0,000 0.000 O.GO0 · MODEL DEVELOPEO BASED ON CURRENT FIS NOOEL OF 3186 - FILE -NDN ~ELNBLTR" (NATURAL RUN) AND =ELMBLFWR= (FLOODWAY RUN) -NON · AS ELMFISX - THIS VERSION WAS FURTHER UPDATED TO REFLECT -NON C THE ACTUAL LIMERICK TRACT FILL IN FILE" ELMFISXR", NOM FROH HALFF65. REVISEO TO REFLECT IFCDIII O'FLOW SkALE -HALFF ~ PROPOSED ~ELTLINE ROAD FILE "ELMPROBR" WAS DIVIDED INTO -NON · INTO A RIGHT, CHANNEL AND LEFT COMPUTER MODEL -NON Xl 854.300 33,000 10740,000 10930,000 2300.000 2200,000 2430,000 0.000 O,O00 O,CO0 GR .~5,0OC 9000.900 436,000 9925.000 435.800 9933.000 423,450 10020.000 423.4~0 IO]ZO,COO GR 4~5.000 10355.000 ~35,C00 10~56.000 4]5.000 10357.000 455.000 10500.000 436.000 10550.C00 G~ ~36,800 1C700.000 ~]o. O00 107~0.000 ~34.C00 10760.000 4~2.200 107~0.000 423.200 10320.C00 I' GR 411.000 16840.000 410.000 10900.000 421.000 10920.000 428,000 10970,000 436.000 10930,~00 · GR 436.500 11060.000 436.000 11300.000 436.700 11400.000 435,000 11700,000 434.000 12200.C00 GR 434.000 13474.000 425.500 13508.000 424.100 13649.000 4Z4,100 13661.000 425.500 13801,000 · GR 430.400 13821.000 431.800 13850,000 446.200 13890,000 0.000 0.000 0,000 0.000 · NH 8.000 0.035 1385.000 0,050 2260.000 0,100 2325.000 O,OSO 2625,000 0.100 m, ~H 2900.000 0.050 3000.000 0,0~0 4762,000 0.035 5199.000 0,000 0.000 O,aO0 ~ ~T 7.000 16500.000 30200.000 37400.000 37400.000 59500.000 55800.000 44400.000 0.0~0 O,CO0 xl 878,000 37,000 2325,000 2625,000 1200.000 1400.000 1370,000 0.000 0.000 O,GO0 GR 445.000 1000.000 424.000 1062.000 424,000 1362.000 431.500 1385,000 431.500 1335.000 ~ GR 434.000 1565.000 434.000 1565,000 434.000 1565,000 436.000 1650,000 436.090 2125.000 GR 438,000 2260.000 439.000 2325.000 430.000 2350.000 412,000 2390.000 412.000 2450.000 · GR ~21.000 2470,000 430.000 2540.000 432,000 2555,000 434.000 2575,000 436.000 2590.000 · 1 1~ jUN 35 ~:~:5~ P~GE 2 GR 438.000 2610.000 439.000 2625,000 438.000 2900,000 437.400 3000.000 436.500 3530.C00 4, GR 436,000 3650.300 436,000 4C00.000 435.600 4200.000 456.000 4500.000 436.000 4762.C~0 ~ ~ 425,70C 4503.000 424,300 4944.000 424.300 4956.000 425.700 ~109.000 433.800 5145.G00 GR 435.000 5168.000 446.600 5199.000 0.000 0.000 0,000 0.000 0.000 O,CO0 NH 8.000 0.050 1320.000 0,050 2260.000 0.100 2325.000 0.050 2625.000 0,100 NH 2900.000 0=050 3000,000 0.080 4762.000 0.035 5199.000 0,000 0.000 O.GO0 · FROM HALFF65. FB-C SWALE ENOS ~ N END OF FB-C LEVEE. REVISED TO · REFLECT ZFCDZII O'FLOW SWALE & LEVEE. NOTE "N" VALUE TO REFLECT RACE TR&CK AND TOWERS IN FLOODWAY · xl 880.000 32,000 2325.000 2625.000 200.000 200.000 200.000 0.000 O.CO0 O,CO0 · GR 438.000 880.000 438.000 1080.000 426,S00 1200.000 436.000 1320.000 436,000 2125,000 GR 438.000 2260.000 439.000 2325.000 430,000 2350.000 412.000 2390.000 412.000 2450.000 ( GR 421,000 2470.000 430,000 2540,000 432,000 2555.000 434.000 2575,000 436.000 2590.C00 ( GR 438.000 2610.000 439.000 2625.000 438.000 2900.000 437*400 3000=000 436=500 3SOO.~O0 GR 436=000 3650.000 436,000 4000.000 435.600 4200,000 436=000 4500.000 436.000 4762,000 · GR 625.700 4803,000 424.300 4944.000 424.300 6956.000 425,700 5109,000 433.800 51~5.C00 · GR 435,000 5168,000 446,600 5199,000 O,CO0 0.000 0,000 0,000 0,000 0,000 · OT 7,000 0.000 0,000 0.000 O,CO0 0,000 17100.000 10400.000 0.000 0.000 · NH 7.000 0=050 4670.000 0=100 4740,000 0=050 4997.000 0.100 5042.000 0=080 14 JU~. 86 09:3Q:17 ~512J136*W1 110 PAGE ~H 5782.000 0.050 o071.000 0.0]5 7513.00G 0.000 0.030 O.CO0 0.000 0.000 SYN. X-SEC TAKEN fROM 1"=~00' TOPO AND FS-C AND IFCDII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY ~ SHOWS O'BANK CLEARING BOTH SIDES, F8-C FILL U.S. OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS IN EFFECTIVE FLOW AREAS WERE 5LOCKED OUT DUE TO THE EFFECT -NDM l~ GF ~ELTLINE ROAD AND RR USING GR CARDS AR ELEV 450. -NDM FLOW SPLIT MCDEL STARTS AT CROSS SECTION 895.9 -NDM Xl 8~5.900 62.000 4740.000 4997.000 1060.000 610.000 1590.000 0.000 0.000 0.000 ~ x3 0.0'30 0.000 0,000 5100.000 0.000 0.000 0.000 0.000 0.000 O.CO0 x~ 1.000 450.000 4429.900 O.OQO O.OOO 0.000 0.000 O.OOO 0.000 0.000 GR 4~Z.300 1000.0C0 4~2.300 1998.000 438.200 2023.000 438.000 2080.000 436.000 2100.C00 ~ G~ 4S~.OOO 2110.000 432.G00 2130.0,~0 432.000 2160.006 430.000 ~170.000 428.000 21~5.G00 G~ 427.000 2~10.000 428.000 22]3.000 4]0.000 2245.00~ ~32.000 22~0.000 4]4.000 2270.000 bR 434.000 ~C0.000 430.000 2316.000 ~JO.000 27~6.000 456.200 2820.000 450.000 2820.000 Jr GR 4~.000 4430.000 4]~.000 4~70.0~0 436.00C3 4740.000 4]4.000 4~65.000 432.000 ~0.000 GR 4]0.000 4790.000 428.000 4800.000 410,000 4875.000 410.000 4905.000 4~8.000 4980.000 GR 4~0=000 4990.000 438.000 4997.000 439.000 5042,000 437,800 S235=000 438.000 5280.000 ~lI GR 4]6.000 5286.000 436.000 5292.000 436.000 5311.000 436.000 531?.000 438.000 5345.000 GR 438,000 5354.000 438.000 5386.000 436.000 5400.000 438,000 544?.000 439.100 5509.000 GR 438.000 5564.000 436.000 5584.000 436.000 5603.000 435.300 5696.000 435.500 5?82.000 _ il GR 435.200 6071.000 425.900 6108.000 424.500 6250.000 424.500 6262.000 426.000 6402.000 GR 428.000 6580.000 429.000 7285.000 430.000 7304.000 4]5.000 ?322.000 436.000 7352.~00 GR 4~2,000 7]73.000 442.100 7513.000 0.000 O.O00 0.000 0.000 0,000 0.000 ~ ~T 7.000 0.000 0.000 0.000 0.000 0.000 9600.000 6400.000 O.O00 O.CO0 NH 5.000 0.050 4895.000 0.100 4953.000 0.0~0 5110.000 0.100 5200.000 0.050 ~ kH 7712.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 1~ J~N 8~ 9:38:59 P~GE SYN X-SEC TAKEN FROM 1"=400' TOPO AND FB-C AND IFCDIZI PLANS i-- ll~ NOTE "N" VAL~E TO REFLECT ENCROACHMENT IN FLOODWAY SHOWS O'B&NK CLEARING ~OTH SIDES, F~-C FILL U.S. OF MUTTON ~RANCH i AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS ~ ~ INEFFECTIVE FLOW AREAS WERE BLOCKEO OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAD AND RR USING GR CARDS AT ELEV 445, AND450,O -NDM ON RIGHT SIDE THE FLCW WAS EXPANDED OUT TO THE EX. SWALE -NDM · FLO~ SPLIT D/S OF THIS SECTION CONSIDERS WEIR FLOW OVER -NDM LEDBETTER ROAO TO THE OVERFLOW SWALE -NDM Xl 905.300 61.O00 4953.000 5110.000 600.000 1035.000 940.000 0.000 0.000 0.000 t X3 0.O00 0.000 0.0DO 6500.000 O.000 7]60.000 0.000 O.000 0.000 0.000 x4 1.000 436.400 2418.000 0.000 0.000 0o000 0.000 0.000 0.000 0.000 GR 442.800 1000.000 442.800 20OO,OOO 438.500 2026.000 436.000 2100.000 434.000 2120.000 ( GR 432,000 2220.000 430.000 2233,000 428.000 2265.000 428.000 2278.000 428.000 2290.000 GR 430.000 2303.000 432.000 2314.000 ~32.000 2345°000 434,000 2356,000 436.000 2362.000 GR 430°000 2440°000 430.000 2586.000 436.000 2610.000 450.000 2610,000 450.000 4380.000 · GR 450.000 4770o000 440.000 4770.000 438.400 4810.000 438.400 4895.000 440.000 4914o000 GR 440.000 4953.000 430.000 4963.000 428.000 4971.000 410.000 5050.000 410.000 5078.000 GR 414.000 5085.000 416.000 5089.000 418.000 5093.000 420.000 5096.000 422.000 5102.000 · GR 424.000 5105.000 426.000 5110.000 428,000 5158.000 430.000 5200.000 432.000 5240.000 GR 434.000 5265.000 436.000 5286.000 438.000 5290.000 438.000 5300.000 438.000 5385.000 i"" I 1~ 186 j9=1; ~ I i5~2, kwl Io I I PAc_ i , i I j i 1 G~ 445,000 5385.000 445.000 5855.000 445.000 6163.000 445.000 6203.000 444.300 0223.600 GR 444.300 6625.000 444.000 6678.000 450.C00 6924.000 4]5.250 b925.000 435.200 7070.C00 GR 4]4.000 7185.300 4]4.000 ?205.000 434,200 7380.000 435.500 7590.000 442.000 7620.600 ~ GR 442,800 7712.000 0.000 O.OOO 0.000 0.000 0.000 0.000 0.000 0.000 NM 5.000 0.050 1450.000 0.050 ]830.000 0.050 4190.000 0.050 4250.000 0.050 ~ NH 6635,000 O.OOO 0.000 O,OOO 0.000 0.000 0.000 0,000 0.000 0,000 NH CARD REVISED TO INCLUDE STCMR (4030 C~ANGED TO 4190) ...... NDM 411186 INEFFECTIVE FLOW AREAS ON THE RIGHT SIDE DIS OF BELTLINE RD NDM ~ WERE SET FROM THE BRIDGE TO THE EX, SWALE AT ELEV. 449, NDM FROM HALFF65. INSERTED X] IN ROB xl 908.000 40.000 3830.000 4190.000 250.000 200.000 270.000 0.000 0.000 0.000 I x] 0.000 0.000 0.000 5000.000 0.000 6320.000 0.000 O.CO0 0.000 o.aoo X4 1.000 449.500 ]600.000 0.000 0.000 0.000 O.OOO 0.000 0.000 0.000 GR 445.000 1000,000 438.000 1100.090 4]6.000 1150.000 454.000 1150.000 432.000 1220.C30 GR 450.0D0 1Z50.000 k28,000 1270.000 428.000 1290,000 4]0.000 1305.000 432.000 1]ZS.CO0 GR 434.000 1565.000 434.000 1365.000 435.100 1450.000 449.500 1451.000 449.500 1500.000 GR 440.000 ]8OS.O00 440.000 38]0.000 430.000 3840.000 410,000 3900.000 410.000 3928.000 J GR 416,000 ]980.000 430.000 40]0.000 434.000 4050.000 436.000 4100.000 438.000 4170.000 GR 440.000 4190.000 449.000 4190.000 449.500 4250.000 449.500 5984.000 434.900 5985.000 GR 435.500 6100.000 435.500 6101.000 436.000 6165.000 432°000 6200.000 432.000 6210.000 O GR 436.000 6220.000 436.000 6340.000 43?.000 63~1.000 437.000 6880,000 450.000 6881.000 NC a.oao 0.080 0.050 0.300 0.500 0.000 0.000 0.000 0.000 0.000 I xl 908.6~0 60.000 ]790.000 4050.000 69.000 69.000 69.000 0.000 0.000 0.000 x] 0.000 0.000 0,000 5000.000 O.O00 6881,000 0.000 0.000 0.000 o.aoo GR 446.000 1000.000 446.000 1119.000 445.000 1120.000 4]7.000 1129.000 434.300 1218,500 ~ GR 4]4.300 1221,000 434.000 12]0,000 434.000 1230.000 434.000 1230.000 432.000 1245.C00 GR 430.000 1255,000 430.000 1285.000 432.000 1290,000 434.000 1300.000 434.500 1319.000 !~ GR 434.600 1321.500 437.000 1411.000 437.c00 1411.000 4~3.000 1420.000 443.030 1420.c00 ~ GR 4~6.00C 1421.D00 4~6.C00 57~0.000 446.000 3790.000 ~3.000 3790.000 440.000 ~15.000 GR 430.000 ]~40.300 418.700 3874.000 417.800 3876.500 410,000 3900.000 410.000 3950.000 GR 415.600 3964.000 416.600 3966.500 430.000 4000.000 4]4.000 4020.000 440.000 4040.000 14 JUN ~6 9:38:59 PAGE GR 44].000 4050.000 446.000 4050.000 446,000 4080.000 446.000 4085.000 446.000 56?0.000 GR 4~6.000 6019.000 443.000 6020.000 437.000 6029.000 437.000 6118.500 4]7.000 6121.000 ~ GR 4]6.000 6198.000 453.000 6210.000 433.000 6218.500 43].000 6221.000 4]].000 62]0.000 GR 4]6.000 6242.000 437.000 6311.000 443.000 6320.000 446.000 6321.000 446.000 8405,000 e GR 446.000 8410.000 446.000 89]0.000 446.000 9340.000 446.000 9345.000 446.000 11030.000 xl 938,700 0.000 0.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 x2 0.000 0.000 0.000 443.000 446.000 0.000 0.000 0.000 0.000 0.000 ~' x3 O.O00 0.000 0.000 5000.000 0.000 6881.000 0.000 0.000 0,000 0.000 BT -38,000 1000.000 446,000 446.000 1119,000 446.000 446.000 11~0.000 446.000 443.000 0.000 1218.500 446.000 443.000 1218.500 446.000 434.300 1221,000 446.000 434.300 ~[~ 0.000 1221.000 446.000 443.000 1319.000 446.000 443,000 1319,000 446.000 434.500 0,000 1321,500 446,000 434,600 1321,500 446,000 443,000 1420.000 446,000 443°000 0,000 1421,000 446,000 446.000 3?90,000 446,000 446,000 3190,000 446,000 4~3,000 ~ 0.000 3874,000 446.000 443,000 3874,000 446.000 418,?00 38T6,500 446,000 417.800 O.OOO 3876.S00 446.000 443.000 3964,000 446.000 443.000 3964,000 446.000 41S,600 O.OOC 3966.508 440.000 416.600 3966,500 446.000 443,000 40SO.COC 446.000 443.C00 .. C.OOC 4050,000 446.C00 446.030 6019,C00 446.000 440.000 6C20.00C 446,000 44],C00 0,000 611~.500 446,000 443,000 6118.500 446,000 4]7.000 o121,000 446,000 437,000 ~ 0,000 6121.000 446.000 443,000 6218,500 440.000 443,000 6218.500 446,000 433,C00 0.000 6221,000 446,000 433,000 6221.000 4q6,000 4~3,000 6320,000 446,000 443,C00 · O,OOO 6321,000 446,000 446,000 11030,C00 446,000 446,000 0,000 0,000 0,000 xl 909.600 0,000 0,000 0.000 90,000 90,000 90,000 0,000 0.000 0,000 x2 0,000 0,000 0,000 0,000 0.000 0,000 1,000 0,000 0,000 O,CO0 ~ x3 0,000 O.O00 O.CO0 5000=000 O,O00 6881.000 0,000 0,000 0,000 O.CO0 ~ xl 909.610 0=000 0.000 0=000 1,000 1.000 1,000 0,000 0,000 O=CO0 x3 C.O00 0.000 0.000 5000,000 0.000 6881.000 O.OOO 0.000 0.000 O.CO0 FROM HALFF65. INSERTED X3 IN ROB ~ Xl 910,000 40=000 3~40,000 40]5.000 39,000 39,000 39=000 0,000 0.000 0,C00 x~ 0.000 0,000 0,000 5000,000 0,000 6365,000 0,000 0.000 0,000 O,CO0 x~ 3,000 440,000 11~5.000 434,500 1126,000 440,000 1415,000 0.000 0.000 0,000 · GR 449.500 1000.000 449.500 1075,000 435.800 1076.000 434.000 1200.000 4]0.000 1250.000 GR 430.000 1300.000 434.000 1370,000 436.000 1400.000 440.000 1470.000 449.500 1476,000 GR 449.500 3725,000 442.000 3730.000 442.000 3740.000 440.000 3?60.000 438.000 3800.000 · GR 430,000 3S40,000 410,000 3900,000 410,000 3950.000 430,000 4000,000 434,000 4010,000 GR 438.000 4035,000 438,000 4045.000 449,500 4050.000 4~0,000 5610,000 450,000 5615.000 GR 450,000 5084.000 434.840 59~5,000 434.000 61~0,000 433,000 6200,000 4]3,000 6250,C00 ~ GR 433~800 6310.000 434,000 6330.000 434,900 6630.000 450,000 6635,000 450,000 8350,000 GR 437.500 8355.000 438,000 9000.000 439.000 9280.000 450.000 9285.000 450.000 10265.000 ~ FROM HALFF65, INSERTED X3 IN ROB xl 910.300 58,000 8580,000 8840,000 30.000 30.000 30.000 0,000 0,000 O.CO0 x3 0.000 0.000 0.000 9500.000 0.000 11210.000 0.00~ 0.000 0.000 0,C00 ~T 8.000 5~00,300 449.500 446.500 6300.000 449,500 446.500 8530,000 449.500 4~6.500 ET 88~0,000 449.500 4~6.500 104~0.000 450.000 447,000 11480.000 450,000 447.000 13190,000 eT 450.000 447,000 14100,000 450.000 447.000 0.000 0.000 0.000 0,000 O,CO0 ~ GR 449,500 5900,000 446,500 5900.000 438.000 5930,000 436,000 5940,000 436,000 5970,G00 G~ 434.030 5980.000 432.000 60~0,000 430.000 6090.000 430,090 6150.C00 ~32,000 6200,CD0 G~ ~4.030 6220.000 4~b.000 62S0.000 4~8,000 6270.000 440,000 6280,000 446.500 6300,000 GR 449,500 6300,000 449,500 8580,000 446,500 8580.000 430,000 8590,000 410.000 8650,000 GR 410.000 8700.000 430.000 8760,000 434.000 8770.000 438.000 8800.000 446.500 8840.000 1 · 14 JUN 86 9:38:59 PAGE I GQ ~&9,500 8840,000 450,000 10460.000 450,000 10460,000 450,000 10470,000 450,000 10749,000 GR 437,490 10750,000 436,000 10840,000 436,700 10950,000 435,000 11020,000 432,000 11030,000 GR 434.000 11080.000 436.000 11100.000 436.000 11140.000 438.000 11430.000 450.000 11445.000 ( GR 450.000 11480,000 450.000 11480.000 450.000 13190.000 447.000 13190,000 440.000 13220.000 GR 438.000 13310.000 438,G00 13460.000 440.000 13465.000 442.000 13490.000 442.000 lJ610,000 GR 440.000 13670.000 439.500 13700.000 440,000 13730.000 440.000 13970.000 439.200 14020.000 · GR 440.000 14070.000 447.000 14100.000 450.000 14100.000 0.00:: O.CO0 0.000 0.000 FROM HALFF65. INSERTED X3 IN ROB · Xl 910.500 0.000 0.000 0,000 ZO.CO0 ZO.O00 20.000 0.000 0.000 0.000 X2 0,000 0,000 0.000 O.O00 O.OOO O.O00 1.000 0.000 0.000 0.000 · I C.OJC 3.~03 U.COC ~500.000 O.CO0 11210.000 ,.'i?~' .;:; 0.000 O.CO0 ~C C.15C 0.120 C.CSC 0.1~0 O.JOC 0.0~0 0.0~0 0.000 0.000 O.O00 ~ FAO.~ dALFFo~. iNi~T:O X3 IN RO6 xl Qll.500 4~.000 3830.000 4190.000 100.000 100.000 100.000 0.000 0.000 0.000 x3 0.030 0.000 0.000 5000.000 0.000 6495.000 0.000 0.000 0.000 0.000 · G~ 445.000 1000.000 438.000 10~0.000 438.000 1100.000 4]6.000 1130.030 434.000 1150.000 G~ ~2.00C 1220.090 430.000 1250.000 428.000 1270.000 428.000 1290.000 430.000 1305.000 G~ ~32.000 1325.000 434.000 1365,000 436.C00 1450.000 436.600 16~0.000 449.500 16~5.~00 · G~ 449.500 3755.000 440.000 3756.000 4~0.000 58]0.000 430.000 ]840.000 410.000 ]900.000 GR ~lG.O00 ]928.000 416.C00 39~0.000 4~0.000 40]0.000 434.000 4050.000 4~6.000 4100.600 GR 4]8.000 4170.000 440.000 4190.000 440.200 4210.000 440.]00 &220.O00 449.600 4220.000 ~' G~ 4~9.900 5~15.900 435.4~0 5815.000 4~4.800 5965.000 434.800 ~965.000 436.000 ~105.000 G~ ~2.000 6200.000 432.000 6210.000 4~6.000 ~220.000 416.000 6450.000 438.000 o819.C00 GR ~0S.CO0 6S19.000 450.C00 6820.000 450.000 8295.000 4]8.000 ~300.C00 438.000 ~75.000 ~' GR 4~0.000 9500.000 450.000 9505.000 450.000 10800.000 0.000 0.000 0.000 0.000 hH 6.000 0.100 3?40.000 0.075 4950.000 0.100 4970.000 0.050 5265.000 0.120 · NM 6520.000 0.065 9000.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 FROM HALFF65., SPLIT FLOW END UIS FROM 920.971CARROLLTON LANDFILL EFFECTIVE ARE ENCR AODEDILEFT O~ N LOIERED TO 0.100~ ---NDM · .075 IN PARK~ ,065 IN GOLF COURSEICARROLLTON PARK TOPO ADDED ---NOM xl 920.970 54.000 4970.000 5265,000 980.000 550,000 950.000 0.000 0.000 0.000 X3 0.000 0.000 0.000 5500.000 0.000 70~0.000 444.500 O.CO0 0.000 0.000 GR 450.000 1000.000 437.000 1005.000 440.000 1400.000 432.000 1900.000 434.000 ~Z60.CO0 GR 436.000 ZZTO,O00 438.000 2495.000 438.200 2750.000 438.000 3005.000 437.800 3200.000 GR 438.000 3400.000 440.000 3670.000 440.000 3765.000 438.000 3772.000 436.000 3780.000 · GR 434.000 3830.000 432.000 3870.000 432.000 3935.000 434.000 3985.000 436.000 4125.000 GR 437.300 4309.000 437.300 4310.000 441.000 4675.000 437.300 4950.000 434.000 4970.000 ~ ~32.000 4995.000 '430.C00 5050.000 ~28.000 5070.000 426.000 5080.090 420.000 5095.C00 G~ ~lO.OOC 5100.000 410.000 5180.000 420.000 51~5.000 424.000 5195.000 426.000 5230.C00 GR 430,000 5250,000 438.000 5265.000 4~8.800 5325.000 450.000 5330,000 450.000 5929.000 GR 438,000 5930.000 438.000 6155.000 437.000 6500.000 438.000 6805.000 438.000 7025.000 · GR 436,000 ?210.000 434.000 7375,000 434.000 ~385.000 436.000 ?445.000 436.~00 7945.~00 GR 450.000 7950.000 450.000 ~480.000 438.000 ~455.000 438.500 9000.000 0.000 0.000 ~ CT ?,000 0,000 O.O00 0=000 0,000 0=000 55800,000 44400,000 0.000 0,000 NH 5.000 0,050 136~0.000 0.050 14502.000 0.045 14783.000 0.040 15730.000 0.055 NM ~0000,000 0,000 0.000 0,000 0=000 0.000 0=000 0,000 0.000 0.000 · 1 14 JUN 86 9:38:59 PAGE ADDED FROM RIVERCHASE MOOEL/CARROLLTON LANDFILL ENCR · PARK ---NDM Xl 9~0.000 50.000 14502.000 1~783.000 800.000 690.000 90~.000 0.000 0.000 0.000 ( X3 0.000 0.000 O. GO0 12450.000 0.000 15730.000 444.600 0.000 0.000 0.000 GR 450.000 6050.000 442.000 6060.000 440.800 6335.000 440.700 6860.000 440.000 7170.000 GR 440.000 7720.000 434.000 8350.000 434.000 8625.000 440.000 9410.000 446.700 10380.000 · GR 436.000 10885.000 438.000 11575.000 436.100 11830.000 447.500 12000.000 440.000 12130.000 GR 440.000 12450.000 440.000 13000.000 440.200 13680.000 440.000 14197.000 439.000 14392.000 GR 438.000 14462.000 435.000 14492.000 434.400 14502.000 431.400 14572.000 431,000 14607,000 · OR 415.900 14639.000 409.600 14641,000 409.600 14695,000 415.900 14697.000 427.400 147ZO.UO0 GR 429.200 14739.000 430.400 14765.000 440.500 14783.000 440.000 14810.000 441.200 14860.000 I G~ 4~C.O.]G 14~90.000 43~,G00 15054.000 438.C00 15730.000 438.000 17135,000 437,500 17425.000 GR 437.500 17~85.000 438.000 18130,090 438,090 1~900,000 4~0.000 19100.000 441.030 193~0.C00 GR 4~Z.O'JO 19520.000 443,0.30 19735.0'30 444.000 1~850,000 445,000 19905,G00 450.030 ZO000,CO0 NH 5,000 0,065 1:58:55,000 0,060 14783,000 0,045 150S0,000 0.040 15700,000 0,085 NH 20000.000 0,000 O.00O 0.000 0.000 O.000 O.000 O.OO0 O,O00 O. OO0 · ADDED FROM RIVERCHASE MODEL/CARROLLTON LANDFILL ENCR + PARK ---NDM X1 9:57.800 54,000 14783.C00 15050.000 800,000 780.000 730.000 O,OOQ 0,090 Q-CO0 x3 0.000 0.000 O.OOO 12600,000 O.OOO 15700.000 444,800 0.000 O,O00 0,000 · GR ~8.000 8000.000 438,000 8920,000 440,000 92~0.000 440.000 9~40.000 ~6.900 9870,G00 GR 4~0.500 10500.000 436.500 10700,000 438.500 11080,000 458,500 11440,000 445,100 11510,000 GR 448.500 11860,000 402.200 119Z0,000 457,000 1Z5]0.000 440,000 12600.000 437,000 13155,~00 ~' GR 437,500 13935.000 439,500 14315,000 440.000 14510,000 440,000 14585.000 439.000 14~00.C00 G~ ~38.000 14o35.000 437.C00 147Z5,0QO 4:55.000 14760.000 4:54.600 1~783.000 4]2.900 1~,833.C00 GR ~16,500 14~66.00~ 414.500 148~7.000 414.500 14939,000 416.500 14940.000 430.4.30 1~959,C00 '._ GR 431.800 14~70,000 441.900 14990,000 440,700 15046,000 440.700 15050,000 441,800 15099,C00 GR 441,800 15100.000 440.000 15244.000 429,400 15284,000 4Z9,400 15514,000 4]8,000 15550.C00 GR 4:58,000 15700,000 438,000 16700,000 4:558,800 171Z0,000 436,600 17300,000 4]8,000 17460.000 · GR 438.000 17650.000 4:57.600 17830.000 ~:58.000 18040.000 439.500 18450.000 439.300 19100.000 GR 440,000 19400,000 442,000 19805,000 445,000 19915.000 450,000 20000,000 0,000 0,000 · NH 5,000 0,060 11950,000 0,080 14000.000 0.045 143Z0,000 0.040 15050,000 0,080 NH 19000.000 0.000 O.000 0,000 O.000 0.000 0.000 0.000 0.000 O.COO ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR + PARK ---NDM ~ xl 950.970 57.000 14000.000 14320.000 1320,000 1320.000 1320.000 O.OOO O.OOO 0.000 x] 0.000 0.000 0.000 11850.000 0.000 150S0.000 445.000 0.000 0,000 O.OOO GR 45~,800 6000,000 452,400 6100,000 444,300 6300,000 444,Z00 6400,000 442,400 6600,000 · GR 441.500 6800.000 442.500 7100.000 437.600 7500.000 438.900 9475.000 439.800 9100,000 GR 440, Z00 9110,000 439,900 9210,000 435,100 9700,000 438.900 10100.000 440,500 10300,000 G~ 440.200 10500.000 441.400 10600.0~0 445.000 11000.000 442.300 110~0.C,]0 440.9~0 11~50.C00 :~ GR 4~C.800 1193~.000 441.600 119~0.000 440.000 119~5.000 440.000 13250,C00 446.500 13~00.000 GR 444.000 13600.000 446.900 13700.000 441.200 13800.000 442.800 13940.000 445.200 13970,C00 GR 443,00C 14000,000 427.000 141~5,000 412,700 14175,000 410,600 1~190,000 428.000 14235.000 · ~ GR 426.000 14Z60.000 430.005 14300.000 442,500 143Z0,000 440,900 14444,000 440,900 14594,000 GR 4Z9.800 14634.000 429.800 1~8~4.000 4:59.100 14900.000 4~9.750 15050.000 440.4~0 15200.030 GR 4~9,400 15400,000 439.Z00 15800.000 4:58,600 15880,000 437,800 lo000,000 4~8.500 17100,C00 t GR 439,300 17444.000 4:59,900 17T00,000 4~9,400 17800,000 439,:~00 18540,000 441,800 1~900,000 GR 44],800 18950,000 444,100 19000.000 0,000 0,000 0,000 0,000 0,000 0.000 EJ 0.000 0,000 0,000 0,000 0.000 0,000 0,000 0,000 0,000 0,000 · 1 14 JUN 86 9::58:59 PAGE · ]ECHO DEPTH CWSEL CRZ~S WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT ( TIME VLO~ VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ZTR~AL IDC ICONT CORAR TOP~ZD ENDST · *PROF 1 J CCHV= 0.100 CEHV= 0.300 1490 NH CARD USED · · · SEChO a6~.3C0 MODEL DEVELOPED 8ASEC ON CURRENT FIS MODEL OF 318o - FILE -NDM "ELMBLT~" (NATURAL RUN) AND "ELMBLFWR" (FLOODWAY RUN) -NON ~ AS ELMFISX - T~IS VERSIDN WAS FURTHER UPDATED TO REFLECT -NON THE ACTUAL LIMERICK TRACT FILL IN FILE*' ELNFISXR". NDH FROH HALFF65. REVISED TO REFLECT IFCDIII O'FLOW SWALE -HALFF · PROPOSED BELTLINE ROAD FILE "ELMPROBR' WAS DIVIDED INTO -NON INTO A RIGHTt CHANNEL AND LEFT COMPUTER NODEL -NON ~4.30 Z8.35 438.55 0.00 ~3~.35 438.41 0.06 0.00 0.00 ~56.00 ~ ~,ZO0. 15~2. 8259. 20449. 6261. 5853. 13858. O. O. 436.00 0.00 2.4T 2.14 1.48 0.0~6 0.050 0.0~1 0.000 410.00 9918.47 3.3G0136 2300. 2430. 2200. 0 0 0 O.GO 3949.72 13868.1~ 0 1~3 ~N CARD dSED ,SEChO ~7~.3C0 5205 DIVIDED FLOW · g78.00 26.55 438.55 0.00 O.O0 438.62 0.07 0.20 0.00 4]9.00 44400, 18555, 9103. 16732, 768?. 4058. 9078, 685, 123, 4~9,00 0.17 2.42 2.24 1.84 0.037 0,050 0,040 0.000 412,00 1019.05 · 0.0C017T 1200, 1370, 1400, I 0 0 0,00 3993,12 5177,~6 1~90 NH CARD USED *SECNO 880.0C0 3265 DIVIDED FLOW 3~80 CROSS SECTION 880,00 EXTENDED 0,57 FEET · FROM HALFF65. FE-C SWALE ENCS ~ N END OF FS-C LEVEE. REVISED TO REFLECT IFCDIII O'FLOW SWALE & LEVEE. NOTE "Ne VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOODWAY I 880.00 26.56 438.56 0.00 0.00 438.68 0.12 0.05 0.01 439.00 ~00. 5935. 13520. 24945. 40~2. 4068. 9155. 772. 141. ~39.00 0.19 1.47 3.32 2.72 0.050 0.050 0.0~0 0.000 412.00 880.00 ' 0.000388 200. 200. 200. I 0 0 O.OO 4143.69 5177.5~ 0 1 · 14 JUN 86 9:38:59 PAGE · SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS ~ANK ELEV Q ~LOB QCH QROB ALOE ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VRO6 XNL XNCH XNR WTN ELMIN SSTA (' SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST · 1490 NH CARD USED · SECNO 895.9C0 · 3265 OIVIDED FLOW · ~ il, .... t8o i I jslz , oLw1 ,,1o i i pAGt I ~ I t i I I t t t I 3~7~ ENCROACHMENT STATZONS= 5100.0 7513.0 TYPE= 1 TARGET= -5100.000 SYN. X-BEG TAKEN FROM 1"=400' TOPO AND FB-C ANC IFCDI[ PLANS NOTE "h" VALUE TO REFLECT RACE TRACK ANO TOWERS IN FLOODWAY SHO~S O'BANK CLEARING BOTH SIDES, FB-C FILL U,S, OF HUTTON BRANCH AND IFCOIII GRAPEVINE CREEK IMPROVEMENTS · IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV 450. -NDM FLO~ SPLIT MODEL STARTS AT CROSS SECTION 895.9 -NDN ~ ~95.90 14.27 438.77 O.O0 0.00 438.78 0.01 0.02 0.01100000.00 10400. O. O. 10400. O. O. 16123. 1073. 197. 100000.00 0.53 0.00 0.00 0.65 O.OSO O.OSO 0.036 O.OOO 42~.50 5100.00 0,0C0011 10~0, 1590, 610, 2 0 0 0,00 2225,~3 73~1,70 1~90 NH CARD USED · SEC~O ~05.3C0 3~70 ENCROACHMENT STATIONS= 6500.0 73~0.0 TYPE= 1 TARGET= 860.000 · SYN X-SEC TAKEN FROM 1"=400= TCPO AND FB-C AND IFCDIII PLANS NOTE "N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SHOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U,S, OF HUTTON BRANCH · AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAD AND RR USING GR CARDS AT ELEV 445. AND450.O -NON ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX. SWALE -NON FLOW SPLIT DIS OF THIS SECTION CONSIOERS WEIR FLOW OVER -NDM LEDBETTER ROAD TO THE OVERFLOW SWALE -NDM ~ 905.]0 4.66 438.66 0.00 0.00 438.87 0.20 0.03 0.06100000,00 6~00. O. O. 6400. O. O. 1769. 1285. 228. 100000.00 0.51 O,OO 0.00 3.62 0.050 0,050 0,0S0 0.000 4~.00 6924.77 0.0CZ334 600. 940. 1035. 2 0 0 0.00 435.23 7360.00 0 1490 NH CARD USED ~ *SECNO 908=000 S~70 ENCROACHMENT STATIONS--- 5C00.0 6]20.0 TYPE= 1 TARGET.= 1~20.000 1 14 JUN 86 9:]8:59 PAGE NH CARD REVISED TO INCLUDE STCHR (4030 CHANGED TO 4190) ...... NDM 411186 INEFFECTIVE FLOW AREAS ON THE RIGHT SIOE O/S OF BELTLINE RD NOM ~ WERE SET FROM THE BRIDGE TO THE EX, SWALE AT ELEV. ~49. NDM FROM HALFF6S. INSERTED X3 IN ROB 908.00 7.16 439.16 0.00 0.00 439.54 0.]8 0.62 0=05100000.00 ( ~00. O. O, 6400. O. O. 1299, 1292. 2~0. 100000,00 0.62 0.00 0.00 4.93 0,050 0.050 0.050 0.000 432.00 598~.71 0.00~27 250, Z70. 200. 2 0 0 0.00 335.29 6320.00 CCHV= 0.300 CEHV= 0.500 · SECNO 908.690 · 3470 ENCROACHMENT STATIONS= 5000.0 6881,0 TYPE= 1 TARGET= 1881.000 · · ~CB.Og o.60 439.60 O.O0 0.00 440.29 0.70 0.59 0.16100C00.00 040~. O. O. 6400. O. G. 956. 1294. 230. 100003.00 3.62 O.Og 0.00 0.o9 0.080 0.050 0.080 0.000 433.00 6025.10 ~ 0.023546 69. 69. 69. 2 0 0 0.00 289.80 0114.90 f~ 0 · SEC~O 908.700 3S7~ NORMAL BRIDGE,NRO= 38 MIN ELTRD= 446.00 MAX ELLC= 44].00 3470 ENCROACHMENT STATIONS= 5000.0 6881.0 TYPE= I TARGET-- 1861.000 90a.?O 6.61 439.61 0.00 0.00 440.33 0.72 0.03 0.01100000.00 e400. O. 0. 6400. O. O. 937. 1294. 210. 100000.00 0.62 O.O0 0.00 o.."5 0.080 O.OSO 0.080 0.000 431.00 6025.0~ D.~2~521 1. 1. 1. 0 0 0 -23.05 28~.o4 6314.92 - 0 · · SECNO 909.600 ~ 3170 NORMAL ERIDGE#NRD= 38 MIN ELTRD= 446.00 MAX ELLC= 443.00 · · 3470 ENCROACHMENT STATIONS= SOOO.O 6881.0 TYPE= 1 TARGET= 1881.000 "" 909.60 8.35 441.33 0.00 0.00 441.64 0.51 1.18 0.12100000.00 o400. O. O. 6400. O. O. 1630. 1296. 231. 100000.00 i 0.63 0.00 0.00 4.48 0.080 O.OSO 0.080 O.OOO 43].00 6022.51 ~ 0.007510 90. 90. 90. 3 0 0 -]1.64 294.98 6117.49 0 ¢~ ,SECNO 909.610 t 3~70 ENCROACHMENT STATIONS= 5C30.0 65~1.0 TYPE= 1 TARGET= 18~1.000 · ~09.51 8.35 441.35 0.00 0.00 441.05 0.~0 0.~1 0.00100000.00 ~ 0400. O. O. 6400. O. O. 1467. 1297. 211. 100000.00 0.63 0.00 0.00 4.36 0.080 0.050 0.080 0.000 433.00 6022.48 ~ 0.00~131 1. 1. 1. 0 0 0 0.00 295.04 6517.52 ,,a 1 14 JUN 86 9:]8:59 PAGE 10 _ · SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ~ Q ~LOB QCH QR08 ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCM XNR WTN ELMIN SSTA · SLOPE XLOBL XLCH XLQBR ITRIAL IDC ICONT CORAR TOPWID ENDST ~ ,SECNO 910.000 3470 ENCROACHMENT STATIONS= 5000.0 6365.0 TYPE= I TARGET= 1365.000 · FROM MALFF65. INSERTED X3 IN RO~ · 910.00 8.72 441.72 0.00 0.00 441.79 0.07 0.08 0.07100000.00 6400. O. O. 6400, O. O. 2940. 1298. 231. 100000.00 · 0.63 O.O0 0.00 ~.18 0.080 0.050 0.080 0.000 433.00 5986.55 · 0.000935 39. 39. 39. 2 0 0 0.00 380.~5 6365.00 · · e' I 1~ '1 s6 -- ~9:1- ~ i ~sl~ I,~1 Io I t P~ _ 1 1. I I i I i · S~CNO ~10.3C0 ~ 337.] NORMAL ~RIDGE, NRD= 8 MIN ELTRO= 449.50 MAX ELLC= 4q7.00 ~ 3470 ENCROACHMENT STATIONS= 9500.0 11210.0 TYPE= 1 TARGET= 1710.000 FROM MALFF65. INSERTED X3 IN ROB 910.30 9.75 441.75 0.00 0.00 441.83 0.09 0.03 0.01100000.00 ~ 6400. O. O. 6400. O. 0. Z72~. 1300. 232. 100000.00 0.64 0.00 0.00 2.35 O.OBO 0.050 0.090 0.003 432.00 10749.66 g.~146~ 30. 30. 30. 2 0 0 0.00 460.34 11210.00 · SECNO 910.500 337~ NORMAL ~RIOGE,NRg= ~ MIN ELTR9= 449.S0 MAX ELLC= 4~7.00 · 3470 ENCROACHMENT STATIONS= 9500.0 11210.0 TYPE= 1 TARGET= 1710.000 FROM HALFF6S. INSERTED X3 IN ROB 910.50 9.78 441.78 0.00 0.00 441.86 0.08 0.03 0.00100000.00 · 6400. O. O. 6400. O. O. 2739. 1302. 232. 100000.00 0.64 0.00 0.00 2.34 0.080 0,050 O.OSO 0,000 432.00 10749.66 0.001447 20. 20. 20, 0 0 0 0.00 4b0.34 11210.00 CCHV= 0.100 CEHV= 0,300 ,SECNO 911,500 t 3470 ENCROACHMENT STATIONS= 5000.0 6495.0 TYPE= 1 TARGET= 149~.000 FROM HALFF65. INSERTED X3 IN ROB ~!1.50 9.9b 441.96 C.O0 O. OO 442.00 0.03 0.13 0.01103000.00 c~OO. O. O. o400= O. O= 4½2~. 1~10. 23~. 100000.00 0.06 0.00 0.00 1.45 0.150 0,050 0,120 OaO00 432.00 5815=00 ~ 0.001114 100. 100. 100. 2 0 0 0.00 680.00 6495.00 0 1 14 JUN 86 9:38:59 PAGE I SECNO DEPTH CWSEL CRIWS WS~LK EG MV HL OLOSS BANK ELEV Q GLOB QCH QRO~ ALO~ ACH AROB VOL TWA LEFT/RIGHT TIME VLO~ VCM VROB XNL XNCH XNR WTN ELMIN SSTA · SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CORAR TOPWID ENDST ~ 1490 NH CARD USED · SECNO 920,970 3280 CROSS SECTION 920.97 EXTENDED 3,90 FEET i, ~470 ENCROACHMENT STATIONS= 5500.0 7080.0 TIPE= I TARGET= 1580.000 · FROM HALFF65.* SPLIT FLOW END UIS FROM 920.971CARROLLTON LANDFILL EFFECTIVE ARE ENCR ADDEOILEFT OB N LOWERED TO 0.100~ ---NDM · ~ i'~4 1861 b:17 I I _k'~zj._vl.1 ..b 1 1PAG, I lz i I I I I I i i I .075 IN PARK, .065 IN GOLF COURSE/CARROLLTON PARK TOP9 ADDED ---NDM vJO.97 5.41 ~42.41 0.00 0.00 442.43 0.02 0.43 0.00100000.00 ~,03. O. O. 6~00. O. O. 5~C3. 1372. 2~5. 100000.00 ~ 0.79 O.00 0.gO 1.18 0.150 0.050 0.084 O.000 437.00 5929.63 · 0.000576 950. 950. 550. 2 0 0 0.00 1150.37 7080.00 1490 NH CARD USED ¢"~ *SECNO 930.000 i~!! 3~70 ENCROACHMENT STATIONS= 12450.0 15730.0 TYPE= I TARGET= 3280,000 { ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR + PARK ---NDM 930.00 33,10 442,70 C.O0 0,00 ~42,98 0.28 0,47 0,08 434,40 ~NL 44400. 8807. 25b06, 9987. 5779. 4835, 4017. 1550. 283, 440,50 0.~4 1.52 5.30 2.49 0.050 0.045 0.0~0 0.000 409.60 12450.00 3.0C~o20 800. Q03. 690. 2 0 0 O.0,3 3280.00 15730.00 j ~ 1490 NH CARD USED -~ECNO 937.800 3~70 ENCROACHMENT STATIONS= 12600.0 15700.0 TYPE= I TARGET= 3100.000 ADDED FROM RIVERCHASE MQDELICARROLLTON LANDFILL ENCR + PARK ---NDM I 937.80 28.72 443.22 0.00 0.00 443.34 0.13 0.35 0.02 434.60 · ~400. 14156, 13887. 16357. 11026, 3961, 5075, 186~. 341, 440,70 0.92 1.28 3.51 3.22 0,063 0.045 0,0~0 O.000 414.50 12600.00 0.000330 800. 780. 780. 2 0 0 0.00 ]100.00 15700.00 ~ 0 1490 NH CARO USED J ,SECNO 950.970 S ~265 DIVIDED FLOW & I 14 JUN 86 9:38:59 PAGE 12 SECNO CEPTH CWSEL CRIWS WSELK EG HV HL OLOSS ~ANK ELEV Q ~LOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST · t ~ 3470 ENCROACHMENT STATIONS= 11850.0 15050.0 TYPE= I TARGET= 3200.000 · ADDEO FROM RIVERCHASE MQDELICARROLLTON LANDFILL ENCR + PARK ---NDM 950.97 33.06 443.66 0.00 0.00 4~3.88 0.22 0.50 0.03 443.00 (. 44~00, 4943. 20595, 18863, 5463, 4888, 51~3, 2403, 430, 442.50 (- 1,02 0,90 ~,21 ],67 0,079 0,045 0,040 0,000 410,60 11850,00 0.000449 1320. 1320. 1320. 2 0 0 0.00 2737.25 15050.00 1 · 14 JUN 86 9:38:59 PAGE 13 · · ~ 11,. .... j8~> 0, .~ J:17 1 J ~j12J .....t~l .. J I IF, AGE I 1'S 1 I I I i t i t t THI$ RUN EXECUTED 1~ JUN 26 9:39:05 ~EC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - 01,02,03,04,05 MOCIFICATIDN - 50,51,52,53,54,55 T1 BELT LINE ROAD BRICGE ANALYSIS JUNE 1980 DLJ T2 BRIDGE ALT #2 ]00126G/300 -RIGHT SPLIT T3 C=55800 CFS NATHAN D. MAIER ENGINEERS J1 ICHECK INQ NINV IDIR 5TRT METRIC HVINS 3. 7. O. O. O.OOO000 0.00 0.0 O. 439.65C 0.000 ~ J2 NPROF IPLOT PRFV5 XBECV XSECH FN ALLDC IBW CHNIM ITRACE 15.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 0.000 ~.000 I 1~ JUN 86 9:38:59 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS SANK ELEV e Q QLO8 QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLO8 VCH VROB XNL XNCH XNR WTN ELMIN SSTA SL3PE XLOBL XLCH XLG~R ITRIAL IOC ICONT CORAR TOPWID ENDST · PROF 2 I CCHV= 0.100 CEHV= 0.]00 1~9'3 '~H CARD USED · BECNO 864.]00 MODEL DEVELOPED BASED ON CURRENT FIE MODEL OF ]186 - FILE -NDM "ELMBLTR" (NATURAL RUN) AND eELMBLFWRw (FLOODWAY RUN) -NDM ~ AS ELMFISX - THIS VERSION WAS FURTHER UPOATED TO REFLECT -NDM THE ACTUAL LIMERICK TRACT FILL IN FILE' ELMFISXR'. NDM FROM HALFF6S. REVISED TO REFLECT IFCDIII O'FLOW SWALE -HALFF ~ PROPOSED BELTLINE ROAD FILE "ELMPROBR' WAS DIVIDED INTO -NDM INTO A RIGHT, CHANNEL AND LEFT COMPUTER MODEL -NDM 864.]0 29.65 ~39.65 0.00 439.65 419.7Z 0.07 0.00 0.00 4~6.00 ( 55500. 18629. 9~50. 277Zl. 7131. 4165. 17595. O. O. 436.00 0.00 2.54 2.27 1.58 0.0]6 0.050 0.042 0.000 410.00 9914.86 0.0001~8 2300. 2430. 2200. 0 0 0 0.00 ]956.94 11871.81 · o 1490 NH CARD USED · SECNO 878.000 ~ 878.00 27.85 439.85 0.00 0.00 4]9.9] 0.08 0.21 0.00 419.00 55800. 2]]1]. 10579. 21908. 9185. ~448. 12179. 847. 125. 4}9.00 · · ~ 114 ....~ o,..J:17 i I ~JlzJ ....bl ..J I IPAGL I 14 I I i I I 3.17 2.~8 2.55 1.77 0.038 0.050 0.045 0.000 ~12.00 1015.23 0..3C31~2 1200. 1570. 1~00. I 0 0 0.00 4165.71 51~0.94 ~: 1~90 NH CARD USED · SEC~O 880.000 3Z~O CROSS SECTION 880.00 EXTENDED 1.~8 FEET FROM HALFF65. FB-C SWALE ENDS t N END OF FB-C LEVEE. REVISED TO REFLECT IFCDIIZ O'FLCW SWALE & LEVEE. ~ NOTE "N" VALUE TC REFLECT RACE TRACK AND TOWERS IN FLOODWAY ~50.00 27.88 439.88 O.O0 O.O0 439.99 0.11 0.05 0.01 439.00 SS~O0, 9648. 14997, 31155. 5934. 4460. 12485. 960. 145. 439.00 ~ 0.19 1.63 3.36 2.50 0.050 0.050 0.0~3 0.000 412.00 880.00 ~.00~63 200. 200, 200. 0 0 0 0.00 4~01.05 51~1.0~ 0 1~90 ~H CARD USED · SECNO 595.9C0 · 3470 ENCROACHMENT STATIONS= 5100.0 7513.0 T~PE= I TARGET= -5100.000 1 PAGE 14 JUN 86 9:]8:59 · SYN. X-SEC TAKEN FROP 1"=400° TOPO AND FE-C AND IFCDII PLANS NOTE "N" VALUE TO REFLECT RACE TRACK AND TOWERS IN FLOOOWAY 5H0~50'BANK CLEARING EOTH SIDES, FB-C FILL U.5- OF HUTTON BRANCH AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS e IN EFFECTIVE FLOW AREAS WERE BLOCKED OUT DUE TO THE EFFECT -NDM OF BELTLINE ROAD AND RR USING GR CARDS AR ELEV 450. -NDM FLOW SPLIT MODEL STARTS ~T CROSS SECTION 895.9 -NDM ~5.90 15.~ 440.08 0.00 O.O0 440.09 0.01 0.09 0.01100000.00 1~100. O. O. 17100. O. O. 190o~. 1]]5. 202. 100000.00 0.4] 0.00 0.00 0.9 0 0.050 0.050 0.0]6 0.000 424.50 5100.00 · 0.000020 1060. 1590. 610. 2 0 0 0,00 2266.27 7]66.27 0 14~3 ~H CARD USED · SECNO 905.300 3470 ENCROACHMENT STATIONS= 6500.0 7~60.0 TYPE= 1 TARGET= 860.000 ¢1 SYN X-SEC TAKEN FROM 1"=400' TOPO AND FB-C AND IFCDIII PLANS NOTE 'N" VALUE TO REFLECT ENCROACHMENT IN FLOODWAY SNOWS O'BANK CLEARING BOTH SIDES, FB-C FILL U.S. OF HUTTON BRANCH · AND IFCDIII GRAPEVINE CREEK IMPROVEMENTS INEFFECTIVE FLOW AREAS WERE BLOCKEO OUT DUE TO THE EFFECT OF -NDM BELTLINE ROAD AND RR USING GR CARDS AT ELEV 445. AND450,O -NDM [ ON RIGHT SIDE THE FLOW WAS EXPANDED OUT TO THE EX. SWALE -NDM FLO~ SPLIT DIS OF THIS SECTION CONSIOERS WEIR FLOW OVER -NDM LEDBETTER ROAD TO THE OVERFLOW SWALE -NDM · 905.~0 5.95 4]9.95 0.00 0.00 ~0.21 0.26 0.05 0.08100000.00 9600. 0. O, 9600. O. O. 2327. 1589. 234. 100000.00 0.50 0.00 0.00 4.1~ 0.050 O.OSO 0.050 0.000 4]4.00 6924.68 · 0.002107 600. 940. 1035. 2 0 0 O,O0 435.32 7360.00 0 · I I ~,,GE I 1 s I I I I I I I I · 110 1~] N, CAR3 USED -ScC~O ~C8.OOO ~ 3~73 £NCROACHMENT STATIONS: 5COO.O ~320.0 T~PE= 1 TARGET= 1320.000 NH CARD REVISED TO INCLUDE STCHR (4030 CHANGED TO 4190) ...... N~M 4/1/:3 INEFFECT:VE FLOW AREA5 ON THE RTGMT SIDE DIS OF BELTLINE RD NDM ~ WERE SET FROM THE BRIDGE TO THE EX. SWALE AT ELEV. 449. NDM FRO~ ,ALFF65. INSERTED X~ IN RO5 ~C.~.O0 ~.36 ~40.56 0.00 O.OG ~4C.E5 0.~9 O.S~ 0.07100000.00 ~ ~bO0. O. O. 9000. O. O. 1701. 1598. 2]o. 100000.00 G.51 0.00 0.00 5.65 0.050 0.050 0.050 O.OOO 432.00 59~4.65 0.0G~1~1 250. 270. ZOO. 2 0 0 0.00 5~5.57 6~20.00 CCflV= 0.300 CEHV= 0.500 .SEC~O ~G~.590 {' I PAGE 1~ JUN 86 9:~8:59 · SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLO~ QCH QROB ALOB ACH AROB VOL T~A LEFT/RIGHT ,""" TIME VLO~ VCH VROB XNL XNCH XNR ~TN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ZTRIAL ZOC ICONT CORAR TOP~ZO ENDST 3470 ENCROACHMENT STATIONS= 5000,0 6881,0 TYPE= 1 TARGET= 1881,000 lJ~ 90~.69 7.73 440.73 0.00 O.OO 441.59 0.87 0.55 0.19100000.00 9~00. O. O. 9500. O- O. 1285. 1600. 236. 100000.00 ~.51 0.03 O.oO 7.~7 0.0~0 0.350 G.C~O 0.009 433.00 6023.~1 ~ 0.021004 69. 69. 69. 2 0 0 0.00 293.18 631c,.59 0 ,SEENO 908.700 3~7C ~OR~AL BRIDGE'NRO= 38 HIM ELTRG= 446.00 MAX ELLC= 443.00 3470 ENCROACHMENT STATIONS= 5000.0 6881.0 TYPE= 1 TARGET= 1881.000 908.70 7.73 440.73 0.00 0.00 441.63 0.90 0.02 0.02100000.00 · 9600. O. 0. 9600. O. O. 1260. 1600. 236. 100000.00 0.51 0.00 0.00 7.62 0.080 0.050 0,080 0.000 ~33.00 6023.39 0.025253 1. 1. 1. 0 0 0 -28.70 293.22 6316.61 _ · o *SECNO 909.600 ~ 3370 NORMAL BRIDGetNRD= 38 MIN ELTRD= 446.00 MAX ELLC= 443.00 · 3470 ENCROACHMENT STATIONS= 5000.0 6881.0 TYPe= I TARGET= 1881.000 909.60 9.54 442.5~ 0.00 0.00 442.99 0.45 1.22 0.14100000.00 9600. O, O. 9600, O, O. 1782. 1604. 237, 100000.00 · 0.52 0.00 0.00 5.39 0.0~0 0.050 0.080 0.000 433.00 6020.70 0.008~06 90. 90. 90. 2 0 0 -37.67 29a.60 6319.30 · *~ECP.~ 909.310 ~ 5~70 ENCROACHMENT STATIONS= 5000.0 6551.0 TYPE= I TARGET= 1881.000 909.61 9.57 442.57 0.00 0.00 443.00 0.43 0.01 0.01100000.00 9600. O. O- 9600. O. 0. 1~32. 1604. 237. 100000.00 ~ 0.52 O.O0 O.O0 5.24 0.080 0.050 0.080 0.000 433.00 6020.64 C.00~7~5 1. 1. 1. 2 0 0 0.00 299.72 6319.36 ~, ,SEC~O 910.000 1 PAGE 1~ JUN 86 9:38:59 5ECNO ~EPTH C~SEL C~IWS ~SELK EG HV HL OLOSS ~ANK ELEV ~ ~ QL05 QCH ~RO8 ALOB ACH ARO6 VOL TWA LEFT/RIGHT T~ME ¥L0~ VCH VR05 XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOSL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST · 3470 ENCROACHMENT STATIONS= 5000.0 6365.0 TYPE= I TARGET= 1165.000 FROM MALFF65, INSERTED X3 IN ROB 910,00 10.07 44].07 0.00 O,OO 44].19 0.12 0,10 0.09100000.00 ~ 9600. O. O. 9600, 0. O. 3453. 160~. Z]7. 100000.00 0.52 0.00 0.00 2.78 0.080 0.050 0.080 0.000 4]3.00 59~4.46 0.001242 39. 39. ]9. 2 0 0 0.00 380.54 6365.00 · 0 *SECNO 910.]00 ~ 3]70 NORNAL BRIDGE, NRO= ~ MIN ELTRO= ~49.50 MAX ELLC= 447.00 · 5470 ENCROACHMENT STATIO14S= 9500.0 11210.0 TYPE= 1 TARGET= 1710.000 FROM MALFF65. INSERTED X3 IN ROB 913.3C 11.11 445.11 0.00 0.00 443.23 0.13 0.04 0.00100000.00 t 9600. O. O. 9600. O- O. 3354. 1608. 237. 100000.00 0.52 0.00 0.00 2.86 0.080 0.050 0.080 0.000 432.00 10749.55 0.001690 30. 30. 30. 2 0 0 0.00 460.45 11210.00 I 0 ,SECNO 910.500 ~ 3370 NORHAL BRIDGE,NRD= 8 MIN ELTRD= 449.50 MAX ELLC= 447.00 ( 3470 ENCROACHMENT STATIONS= 9500.0 11210.0 TYPE= 1 TARGET= 1710.000 FROM HALFF65. INSERTED X3 IN ROB 910.50 11.14 445,14 0.00 O.O0 443.27 0.1~ 0.03 0.00100000,00 · 9600, 0. 0, 9600, O. O, 3367, 1610, 237, 100000,O0 0,53 O,00 0,00 2,85 0.080 0,0S0 0,080 0,000 432,00 10~½9,55. 0,001668 20, Z0, 20. 0 0 0 0,00 460,45 11210,00 · o CCHV= 0,100 CEHV= 0,300 '~' t4 JJN 25 09:39:17 d~ i I ,JAGE 117 I I I I I I I It *SECNO 911,500 3~73 ENCROACHMENT STATIONS= 5GOC.G 5495.0 TYPE= 1 TARGET= 1495,000 FROM HALFF65. INSERTED X] IN ROB 911.50 11.38 443.38 0.00 0.00 443.43 0.05 0.15 0.01100000,00 9600= O. O. 9600. O. O. 5389. 1620. 239. 100000.00 0.54 0.00 0.00 1.78 0.150 0.050 0.120 0.000 432.00 5815.00 0.~361337 100. 100. 100. 2 0 0 0.00 680.00 6495.00 PAGE 14 JUN 86 9:]8:59 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ~ QLO3 ~CH ~RC5 AL~B ACH ~RO~ VOL TW~ LEFT/RIGHT TIME VLO~ VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST 1490 NH CARD USED *SECNO 920.970 3280 CROSS SECTION 920.97 EXTENDED 5.]3 FEET ]~70 ENCROACHMENT STATIONS= 5500.0 7080.0 TYPE= I TARGET= 1580.000 FROM HALFF65., SPLIT FLOW END U/S FROM 920.971CARROLLTON LANDFILL EFFECTIVE ARE ENCR ADDED/LEFT OB N LOWERED TO 0.100, ---NON .075 IN PARK, .065 IN GOLF COURSEICARROLLTON PARK TOPO ADDED ---NDM g20,97 6.84 443.84 0.00 0,00 44].87 0.03 0,44 0.00100000,00 9~00. O. O. g~OO. O. O. 7052. 1698. IS0. 100000.00 0.65 0.00 0.00 1.56 0.150 0.050 0.084 0.000 437.00 5929.51 0,000536 980. 950. 550. 2 0 0 0.00 1150.49 7080.00 o 1490 NH CARD USED ,SECNO 9]0.000 ]470 ENCROACHMENT STATIONS= 12450.0 15730.0 TYPE= 1 TARGET= ]280.000 ADDEO FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR + PARK ---NDM 930.00 ]4.49 444.09 0.00 0.00 444.32 0.2] 0.39 0.06 434.40 55800. 15265. 26255. 14279. 8631. 5226. 5334. 1930. 289. 440.50 0.71 1.77 5.02 2.68 0.050 0.045 0.040 0.000 409.60 12450.00 0.000511 800. 903. 690. 2 0 0 0.00 3280.00 15730.00 0 1490 NH CARD USED ,SECNO 9]7.800 3470 ENCROACHMENT STATIONS= 12600.0 15700.0 TYPE= 1 TARGET= 3100.000 ADDED FROM RIVERCHASE MODELICARROLLTON LANDFILL ENCR + PARK ---NDM 937.80 ]0.01 444.51 0.00 0.00 444.64 0.13 0.31 0.01 434.60 55800. 20258. 15743. 19799. 13831. 4304. 5911. 2322. 347. 440.70 0.79 1.45 3.66 3.~5 0.063 0.045 0.040 0.000 414.50 12600.00 0.000322 800. 780. 780. 0 0 0 0.00 3100.00 15700.00 o t h,.... J~ o,,._,klz I I __hzjl__ il I I ~AsE 118 I I i I I I I 1~90 NH CARD USED .SEChO 9S0.973 3265 DIVIDED FLOW 14 JUN 86 9:]8:59 PAGE 19 SECNO CEPTH CWSEL CRIWS ~S~LK EG HV HL OLOSS BANK ELEV (' Q CLOB QCH QROB ALQB ACH AROB VOL TWA LEFT/RIGHT TIME VLOe VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLO6R ITRIAL IDC ICONT CORAR TOPWIO ENDST - 3280 CROSS SECTION 950.97 EXTENDED 0.~3 FEET J 3~70 ENCROACHMENT STATIONS= 11850.0 15050.0 TYPE= 1 TARGET= 3200.000 ADDED FROM RIVERCHASE MQDELICARROLLTON LANDFILL ENCR + PARK ---NDM 950.97 34.34 644.94 0.00 0.00 445.17 O. Z3 0.50 0.03 443.00 · 55~00. 8515. 23735. 23550. 7719. 5297. 6074, Z976, 438. 442,50 0.89 1.10 4.48 3.88 0.079 0.045 0.040 0.000 410.60 11850.00 0.000456 1320. 1320. 1320. 2 0 0 0.00 2929.Z8 15050,00 0 I 14 JUN 86 9:38:59 PAGE 20 THIS RUN EXECUTED 14 JUN ~6 9:39:11 HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - 01,02,03,04-05 ~OB:FICATION - 50,51,52,5~,54,55 · NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST e ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 · SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG IOK,S VCH AREA ,01K 80~.300 0.00 0.00 0.00 410.00 44Z00.C0 438.35 0.00 438.41 1.36 2.14 23951,41 ]7852.55 I 864,300 0.00 0.00 0.00 410.00 55800,00 439.65 0.00 439.72 1.38 2.27 29090.74 47552.04 878.000 1370.00 C.O0 0.00 412,00 44400.00 4]8.55 0,00 438,62 1.77 2.24 20822.98 33393.58 · ~' 1.~,,. .....Ls o ....t:17I 1 __112j'~ 11 1 I pAGE 119 I I t I I I I Ie'' :~7~,000 1370.C0 (],O0 0.G0 412,00 55800.00 z, J9.85 0.00 439,9:5 1.82 2,:5~ 25211.~; .,. !.:.:- ~80.000 200.00 O.O0 0.0'3 412.00 44400.00 4:58.56 0.00 438.68 ],88 3.:52 17265.~ .~!:~.,:.:=-. i::-~'-· ~ 380.000 200,00 0.00 0.00 412.00 55c100,00 4]9,88 0,00 4:59,99 3,63 :5.:56 22878.71 ~; ;::~.- -', · 895.900 1590,00 0,00 0,00 424,50 10400.00 4:58,77 0.00 438,78 0,11 0.00 16122.95 3;J',,~'':- ~ 895.900 1590,00 0,00 0,00 424,50 17100,00 440,08 0.00 440.09 0,20 0,00 19068,89 3~':.~:. f.~., ~05.300 940.00 0.00 0,00 434,00 6400,00 4:58.66 0.00 z, 38,87 23,0,~ O.OO 1768.ol 1 ~..! 905.300 940,00 G,O0 O,O0 434.00 9600.00 4:59.95 0,00 440,21 21,07 0.00 2327.21 2J)91~43 908.000 270,00 O,O0 O,O0 4:52,00 6400,00 4:59.16 0,00 4:59,54 44,27 0,00 1298.,55 ~"~ ~"; ""' 90~.000 270.00 0.00 0.00 432.00 9600,00 440,36 0,00 440,86 41,81 0,00 1700.5~, 1,~.j ~ "!: ~0.~.690 59.00 C,00 0.00 ~.33.00 o400.00 439.60 0.00 440,29 235,46 0,00 95~.42 ,. ~0~.~90 69,00 0,00 0.00 433,00 9600.00 440,73 0.00 441.5~ 210.04 0.00 1285.02 OoZ.; .: 908,700 1.00 446.00 443.00 4:$3,00 6400,00 4:59,61 0,00 440,]:5 2,55.21 0.00 9:56,82 37~.~.~ ¢~ 908,700 1,00 446,00 44:$,00 4]:5,00 9600,00 440,73 0,00 441,6:5 252,~:$ 0,00 1259,,50 604.11 · 909,600 90,00 446,00 443.00 4:53,00 6400,00 441 ,:$:5 0.00 441,64 75,10 0.00 1430,01 ~ 909.600 90.00 446,00 443.00 4:~],00 9600.00 442,54 0,00 442°99 84,06 0.00 1782,01 1047,09 · 909,610 1,00 0,00 0.00 433.00 6400,00 441,35 0.00 441,65 61,:~1 0.00 1466:92 817,:59 909.610 1,00 (D.O0 0.00 4:53,00 9600,00 442.57 0,00 443,00 67,85 0.00 1~:51,57 1165,46 910,000 :$9,00 0,00 0.00 4:53,00 6400,00 4~,1,72 0,00 441,79 9,35 0.00 29:S9.80 Z093.28 qW 910,000 39,00 0,00 0=00 4:~:5.00 9600,00 44:$,07 0,00 44:5,19 12,42 0=00 :545:5,11 272~=90 · I PAGE 21 lx, JUN 86 9:.~8:5~ · SECNO XLCH ELT RD ELL(; ELMIN Q CWSEL CRIWS EG 1 OK,S VCH AREA .01 K · 910,300 30.00 4~,9.50 447.00 4:52.00 6400.00 4~1.75 0.00 441,83 14.66 0,00 2727,69 1~71,40 ~ 910.300 :$0,00 449.50 447,00 432,00 9600.00 443,11 0,00 443.23 16,90 0,00 3:5~3.77 23:$5,14 (. 910.500 ?0.00 44{]-50 447.00 4]2.00 6400.00 441.78 0.00 441.86 14.47 0.00 27:58.74 1682.:$4 ¢1~ 910,500 20.00 449.50 447.00 432.00 9600,00 44:5,14 0,00 443,27 16,68 0,00 :5367,27 2:550,40 · 911,500 100,00 0,00 0.00 432,00 6400.00 441.96 0.00 4~,2,00 11,34 0.00 4428,2? 1900.60 · 911,500 100,00 0,00 0,00 4:5Z,00 9600,00 443,3~ O,OO 443,4:5 13,37 0.00 5:$89,15 2625,31 · 920,970 950,00 C,O0 0.00 4:57.00 b400,O0 442,41 0.00 4~,2,4:$ 5,76 0,00 540:5,16 ~666.09 ~:~' 920.970 950,00 C.CO 0,00 4:$7.00 9600.00 4/,3.84 O.OO 44:5,87 5,36 0,00 ~'052,1~ 4147,57 9:50,000 903,00 0,00 0,00 409,60 44400,00 442,70 0.00 442,98 6,29 5,:$0 14~31,:56 17703.37 e 930,000 903,00 0,00 0.00 409,60 55800,00 444,09 0,00 444,:$2 5,11 5,02 19190,68 2469:$.58 · 9:57,800 750.00 0.00 0,00 414,50 44400,00 44:$,22 0,00 44:$,:$/, ~.~0 :5.51 20061,81 24~,40,76 · 9:557,800 780,00 0,00 0,00 414,50 55800.00 444,51 0.00 444,64 3,22 ],66 24046,2:5:51119,88 · · · ~, j~.. J6 o~...J17 I I ._izJl_ |1 1 I IAGe 120 I I I I 1 950,970 1320,C0 0.00 O.O0 410,60 44400,60 443.00 O,CO 443,8a 4,49 4,21 950.970 1320.00 0,00 0.00 ~10.60 55800.C0 44~,94 0,00 ~45,17 4.56 4.48 190~9.46 PAGE 1~ JUN 86 9:38:59 ELM ~ORK TRINITY RIVE~ S~HMA~Y PRINTOUT TABLE 150 S~CNQ Q C~SEL DZF~SP DIFNSX DZFK~S TOP~ID XLCH ~5~.300 44200,00 418.35 O,OO O.O0 O,O0 ~9~9.7Z O.00 ~O~,]OO 55800,00 ~3~.65 1.~0 O.00 0.00 3956,94 O,OO ~78.000 44~00.C0 4~8.55 O.O0 0.20 0.00 399~,12 1370.00 87a.000 55800,00 439,85 1,31 0.20 O,O0 4165,71 13T0,00 880,000 44400,~0 438,56 0,00. 0,02 O,O0 4143,69 200,00 880,000 55800.00 439.88 1,32 0.03 O,O0 4301,05 200.00 895,900 10400.00 438,77 0,00 0,21 0,00 2226,83 1590,00 895.900 17100,0'0 440,08 1,30 0,20 O,OO 2266.27 15~0,00 905,300 6400,00 438,66 0,00 -0.11 0.00 435,23 940,00 905,300 9600,00 439,95 1,28 -0,13 0,00 435°32 9~0,00 ~08.000 6490.00 439.16 0,00 0.50 0,00 335,29 ~70.00 908,000 9600,00 440.36 1,20 0.42 O,CO 315,37 gTO.O0 908.690 6400,00 439,60 0,00 0,44 0,00 ~89,80 69,00 908,690 9600,00 ~40,7~ 1.13 0.37 O.O0 ~o3-18 69,00 908.700 6400,C0 4~9,61 0.00 0.01 O.QO 289,84 1,00 908.700 9600.00 440,7~ 1,1Z 0,01 0.00 293,22 1,00 909.600 6400.00 4~1,33 O,O0 1,72 O,OO 294,9a 90,00 909.600 9600,00 442,54 1.21 1.80 O.O0 298,60 90,00 909,610 ~400,00 441,]5 0,00 0,03 O,OO Z95.04 1,00 909,610 9600,00 ~42,57 1,22 0.04 O,OO 298.72 1.00 910,000 6400,00 441.72 0,00 0.36 0.00 380.45 39,00 910,000 9600.00 443,07 1,]5 0,49 O,O0 380,54 39,00 910.300 6400.00 441.75 0.00 0.03 O.OO 460.34 30.00 910.300 9600.00 443,11 1.36 0,04 0.00 460,45 30.00 910.500 6400.00 441.78 0,00 0.03 0.00 460.34 ZO.O0 910.500 9600.00 443.14 1.36 0.03 0.00 460.45 20.00 09:]9:17 ~512J116,Wl 110 PAGE 21 m 911.500 6400.00 441.96 C.OO 0.19 0.00 650.00 130.00 911.500 96'30.00 443.35 1.41 0.25 0.00 650.00 130.00 920.970 6400.00 442.41 O.O0 0.44 0.00 11~0.S7 950.00 920.970 9600.00 443.84 1.43 0.46 0.00 1150.49 950.00 930.000 44400.00 442.70 0.00 0.29 0.00 3280.00 90].00 ~30.000 55800.00 444.09 1.39 0.25 0.00 3280.00 99].00 14 JUN 86 9:]8:59 PAGE SECNO Q CWSEL OIFWSP DIFWSX DI~KWS TOPWID XLCH 937.500 44400.00 443.22 0.00 0.52 0.00 3100.00 ?50.00 · 937.800 55800.00 444.51 1.29 0.42 0.00 ]lO0.OO 7~0.00 950.970 44400.00 443.66 0.00 0.44 0.00 2737.25 1120.00 · 950.970 55800°00 444.94 1.28 0.4] 0.00 2929.28 1320.00 14 JUN 85 9:38:59 PAGE 24 SUMMARY OF ERRORS AND SPECIAL NOTES · 14 JUN 86 9;]9:13 PAGE 1 ~ THIS RUN EXECUTED 14 JUN 86 9:39:1] HEC2 RELEASE DATED NOV 7~ UPDATED H~RC 1982 · ERROR CORR - 01,02,03,04,05 · MODIFICATION - 50,51,52,5],54,55 T1 T2 (- T] ·