JACKTOWN ACRES FLOOD MITIGATION IMPROVEMENTS ANALYSIS

JACKTOWN ACRES FLOOD MITIGATION IMPROVEMENTS ANALYSIS SITUATE IN: NORTH HUNTINGDON TOWNSHIP WESTMORELAND COUNTY, PENNSYLVANIA PREPARED FOR: North Huntingdon Township 11279 Center Highway North Huntingdon, PA 15642 August 2011 Revised: October 2011 96003 Waterfront Corporate Park II 2100 Georgetowne Drive Suite 103 Sewickley, PA 15143 Phone: 724-444-1100 - Fax: 724-444-1104

EXECUTIVE SUMMARY FLOOD MITIGATION IMPROVEMENTS ANALYSIS LONG RUN JACKTOWN ACRES NORTH HUNTINGDON TOWNSHIP, WESTMORELAND COUNTY, PA After a significant amount of hydrologic and hydraulic analysis of the Jacktown Acres area, which frequently experiences flooding due to Long Run which flows through the area, a series of mitigation options were developed in an attempt to reduce some of the flooding impacts the residents in the area experience. This report focuses on flood reduction not elimination. Flooding will continue to occur in the watershed regardless of the options chosen to stem the effects of that flooding. The report also includes a financial analysis to determine a benefit/cost ratio for the work that could be done in the watershed to minimize the problems. The estimated amount of damage caused by a 100 year frequency flood is based on the flooding elevations determined in the hydraulic models and the use of U.S. Army Corps of Engineers Depth-Damage curves for typical residential structures. It appears that the best candidates for flood reduction in the study area are as follows and are suggested to be ranked accordingly: 1. Construction of Offstream Detention Basin at Lions Park 2. Replacement of Rebecca Street Culvert and Elimination of Stream Bends 3. Replacement of Wainwright Drive Culvert Taken separately, each option has a positive benefit/cost ratio except for the Wainwright Drive culvert. This culvert is included as a recommendation since 3 homes could have all of their flooding of the structure removed. Each option has other ramifications that the Township should consider that include not only cost, but property acquisition, increased maintenance requirements, and potential road closures just to name a few. We trust that this report will serve as a guide for the Township to make informed decisions on these flood reduction items in the Jacktown Acres area.

FLOOD MITIGATION IMPROVEMENTS ANALYSIS LONG RUN JACKTOWN ACRES NORTH HUNTINGDON TOWNSHIP, WESTMORELAND COUNTY, PA INTRODUCTION In October of 2010, North Huntingdon Township requested that the 100 year floodplain of Long Run within the Township be studied to analyze future areas of improvement to potentially reduce the flooding impact to its residents in the area. We provided a base report to the Township that extended the hydraulic modeling previously performed by FEMA to include the entire length of Long Run. Also, the report made some general observations regarding areas that could be modified to try and lessen the flooding impacts that residents along the stream are currently experiencing. It should be noted that many of the homes in the area are within the delineated floodplain established by FEMA. In most cases, regardless of the improvements, or change in flow characteristics, these homes will not be removed from a flood zone. This is the unfortunate side effect of living near a stream. The stream can be an amenity to the property when flowing tranquilly, but turn into a devastating force when severe storms occur in the area. The Township is not legally responsible for the flooding that occurs in streams unless they have blatantly contributed to the volume of flow, or have redirected flow to areas that did not have a channel previously. However, North Huntingdon Township has decided to take a look at some potential flood mitigation options that may help its residents. The purpose of this report is to specifically identify those potential flood mitigation options and determine the effect that they have on the existing flooding in the area. This report will also do a cursory benefit/cost analysis to provide another valuable piece of information to the Township should any of the options go past the conceptual to become actual projects. HYDRAULIC ANALYSIS The HEC-RAS model, as developed by the U.S. Army Corps of Engineers, constructed in the previous report will be used as the base for the modeling used to evaluate the options to be presented in this report. The 100 year storm will be the focus of the analysis, except in the offstream basin location where the Township design storms will be used. Based on this previous study, there is the potential for up to 37 homes to experience flooding during a 100 year storm or during intense rainfall periods that may mimic a 100 year distribution. Some of these homes will experience flooding with lesser rainfall intensities as well. This flooding is to the structure of the home and not the lawns and driveways on the property. This flooding, while troublesome and annoying to the home owner, does not require a significant amount of money to repair and does not factor into a positive benefit/cost ratio. POSSIBLE IMPROVEMENTS The following improvements have been identified on Long Run and will be summarized below: Modifying existing Township maintained culverts at Wainwright Drive, Abrams Drive, Rebecca Street, and South Whitmore Drive Constructing additional flood relief pipes at Roth Drive 1

Modifying existing PennDOT culvert at Robbins Station Drive Channel Modifications between Abrams Dr and Robbins Station Drive, as well as between Rebecca Street and just upstream of South Whitmore Road where an existing dike was constructed Elimination of Stream Bend near Rebecca Street by Piping Stream Elimination of constructed berm along stream upstream of South Whitmore Road Construction of Off Stream Flooding Basin at Lions Park Each of these options have a varying degree of flood reduction that will be realized upstream of the culvert or area to be studied. No option will eliminate all of the flooding in Long Run short of enclosing the entire stream which will not be permitted by the PA Department of Environmental Protection. It should also be noted that the proposed modifications are based on options that appear to mesh with existing property lines and developed areas by the residents. The minimum disturbance to private property was a priority in selecting these options. Township Culvert Modification As stated above, we have focused on modifications of culverts at Wainwright Drive, Abrams Drive, Rebecca Street, and South Whitmore Drive. Culvert improvements were tried in several HEC-RAS models at Roth Drive near 12459 Roth Drive with no significant improvement in flood elevations. The steepness of the western portion of Roth Drive over the culvert forces the majority of the flood flows into the eastern floodplain. This floodplain flow is significantly higher than that within the channel and is the dominant feature of the flooding. There simply is not enough water in the channel that can be conveyed under Roth Drive without the reconstruction of Roth Drive by raising the road at least 6 feet. This is obviously not an option as the adjacent properties would be lower than the road and their driveways would be impossible to navigate. Wainwright Drive currently has a 7 foot x 12 foot corrugated metal arch culvert for Long Run. Our experimental model replaced that culvert with a 7 foot x 25 foot reinforced concrete box culvert. This results in a reduction in water upstream of the culvert ranging from 1.3 to 1.0 feet. This reduction is effective for 480 feet before being minimized by the Roth Drive culvert outflow. A sketch showing graphically this reduction, as well as the others below appears in the Appendix. The Abrams Drive culvert is a 5 foot by 7 foot concrete box. The theoretical replacement analyzed was a 6 foot by 16 foot Conspan reinforced concrete arch. The effects of this change range from 1.3 to 1.4 feet for 540 feet upstream of the culvert. The Rebecca Street culvert is a 6 foot by 8 foot concrete elliptical pipe. The replacement for this bridge could be a 6 foot by 14 foot Conspan reinforced concrete arch. This replacement results in a reduction in water surface elevation ranging from 0.6 to 0.8 feet for 280 feet. Much of the improvement that could be gained from this culvert is diminished due to the 90 degree bends just upstream of the culvert that most likely causes the bulk of the flooding in this immediate area. South Whitmore Drive has a 5 foot by 7 foot corrugated metal pipe arch for its culvert. The replacement of this culvert could be a 5 foot by 20 foot reinforced concrete box culvert which would result in a reduction in 100 year 2

water surface elevation ranging from 0.1 foot to 1.9 feet directly at the culvert. This reduction would be over an 800 foot reach. Additional Flood Pipes at Roth Drive The existing 6 foot corrugated metal pipe culvert at Roth Drive does not have adequate capacity to pass the 100 year storm as the hydraulic cross section in the appendix shows. With the steepness of the road on the western side of the culvert, the options to reduce flooding in this area are quite limited short of a complete replacement of the culvert with a much larger box or arch. The steepness of the road forces the overflow into the eastern floodplain and toward the houses. One option that was proposed was to construct additional pipes adjacent to the existing culvert to provide additional flood carrying capacity. The HEC-RAS model was modified to include 2 additional 4 foot diameter pipes on either side of the existing culvert. The pipes would be at a slightly higher elevation than the existing culvert so that they would be activated only during higher flow periods. Unfortunately, the addition of these 2 pipes results in only a reduction of 0.25 feet upstream of the culvert. Based on the first floor elevations of the homes affected by flooding at this culvert, there would be no appreciable reduction in flooding damage. The 10 year storm was also analyzed in this area and a similar reduction of about 0.25 feet was realized. The cost of installing these 2 pipes through the existing road embankment for a very small reduction in flow that does not benefit the residents significantly should not be considered in this analysis. Robbins Station Road This culvert is owned by PennDOT, so any replacement of this culvert, which is severely undersized, would result in a lot of governmental paperwork and approvals. The existing culvert is a 6 foot corrugated metal pipe. When compared to the other culverts downstream, the lack of capacity, and resulting backup of water is easy to understand. An 8 foot by 12 foot Conspan arch, which is an approved product for PennDOT construction, could be installed at this culvert location. This arch culvert would reduce the floodplain upstream an average of 1.4 feet for approximately 700 feet upstream. However, the water surface reduction occurs in an area where no homes are predicted to be impacted. Replacement of this culvert, while helping the overall hydraulics of the stream would be of little benefit to the residents of the area. In fact, it may increase flooding impacts downstream at Abrams Drive. The undersized culvert now holds back water until it would overtop Robbins Station Drive acting like a de facto stormwater basin. By increasing the size of the culvert, more water would reach the Abrams Drive culvert faster than it does now. This would surely overwhelm the culvert faster and result in longer flooding durations. Channel Modifications There are two areas that could be candidates for channel improvements. The first area, between Abrams Drive and Robbins Station Road would see a uniform 15 foot wide channel constructed with the side slopes of the banks tapering back into existing ground. This would result in the loss of 5 to 8 feet of yard in some instances. The decrease in water surface elevation during the 100 year storm according to this HEC-RAS model in this area reaches a maximum of 1.42 feet, but typically averages 0.1 feet. 3

The other area for modification would be upstream of Rebecca Street where a dike was constructed along the stream. It is unknown what the purpose of the dike truly was. It is possible that the dike was built to protect the homes from stream flooding; however, since it is open at its upstream limits, it just serves as a flow splitter and allows water to pool in the rear yards of the homes along McKee Road. The reduction in water surface elevation by removing the dike is only 0.2 feet. The overbank flow in this portion of the stream is strong again due to a smaller channel and any earthwork improvements in the northern floodplain do not have a major effect on the overall water surface elevation. Another possible improvement is to proceed with the regional detention storage idea at Lions Park that has been previously discussed. The water surface elevation, based on preliminary modeling, will not be affected adversely by a berm to temporarily detain water on the Lions Park ballfields. The effect on reducing the peak flow amounts downstream may be a significant improvement for this area. These areas do not appear suitable for a property acquisition by the Township via FEMA or PEMA funding. The frequency of structure flooding does not appear to be significant. Rebecca Street Stream Bend Elimination The two 90 degree bends just upstream of Rebecca Street surely cause significant flooding since a basic property of water is that it prefers to find its own level and direction and does not like to bend. The bends generate large hydraulic losses that result in higher water surface elevations when runoff is above the base flow level. With the development of the existing homes in the area, there appears to be no re-routing solution of the open channel to eliminate the bends without the condemnation of some of the homes. This is not a desirable option since there is not a history of cost of damages in this area on file with FEMA. So the option becomes the enclosure of the stream to bypass this water. The peak 100 year flow in this area would be approximately 202 cfs. A 6 foot diameter pipe is sufficient to pass this flow. A pipe approximately 350 feet in length would result in a reduction in water surface elevation 0.5 to 0.8 feet. This option would be extremely more effective in the smaller storm frequencies that occur more often. The ability to keep the water within the channel would keep some of the areas dryer during these storms. Elimination of Berm Along Steam There appears to have been a man-made berm constructed along the stream at various portions of the Jacktown Acres development. Clear evidence of these berms are especially evident upstream of South Whitmore Road. A HEC-RAS model was developed to determine the effect of the berms on the 100 year water surface elevation. The model showed that the removal of the berms reduced the water surface elevation by less than 0.03 feet. The overall flow in the cross section is too large for these berms to affect the flow. Perhaps during much smaller events the effect may be larger. Again, the cost to remove the berms and re-stabilize the area would far exceed the benefit gained. The one issue that may justify the removal of the berms is that it does appear to split the flood flows from the main channel causing backyard flooding that may not occur in a typical channel/floodplain situation. If the berm was removed, then this split in flow may not occur which would result in less flooding of the rear yard. However, the berm may provide some protection in the quicker, flash flood events and if the berm were to be removed by the Township, the perceived value that the berm provides would be hard to dispute in a court of law. The property owners should make their own decision on the berm and proceed accordingly. 4

Offstream Basin Lions Park The concept of using the Lions Park area as an offstream detention facility was first mentioned by Mr. Andrew Blenko, P.E., Township Engineer during an initial field view of the Jacktown Acres area. The concept would be to create a berm or artificial dike around the current park to detain flood flows during significant events and allow them to release downstream after the Long Run has crested and is receding. The water could be temporarily stored on the fields of the park and released using an outlet structure that has a Tideflex valve on its outflow pipe. This valve prevents discharge from the pipe when it is submerged by, in this case, Long Run. After Long Run recedes, the water can be let out from the Park area such that all water will leave the park. The berm needed to store this water would be earthen and constructed around the perimeter of the park. This will result in some loss of the flat green space. However, for the baseball/softball field, there will still be a 300 foot clearance from home plate to the proposed berm. This should be sufficient for most types of baseball and softball except for the upper age and talent groups. There would be no grading on the flat areas of the park so the grade can remain essentially the same. This will allow the park to be used during non flooding periods. This type of multi purpose facility is encouraged by reviewing agencies throughout the state. A Growing Greener grant may be available for this type of work. The upstream portion of the park will have a small berm to direct floodplain flows into the park area. This diversion was modeled in an HEC-HMS model to calculate the hydrographs from the upstream drainage area and to determine the effects of the storage in the park. At maximum storage, the park can provide 514,000 cubic feet, or 3.8 million gallons of storage. The HEC-HMS model is showing that the following flow reductions are achieved for the design storms for the Township: STORM PRECIPITATION (IN) EXISTING FLOW (CFS) REDUCED FLOW (CFS) PERCENT REDUCTION 2 YEAR 2.50 140 94 32 10 YEAR 3.61 303 190 37 25 YEAR 4.31 417 254 39 100 YEAR 5.71 660 582 12 As can be seen in the table above, there is a significant reduction in flow for the 2, 10, and 25 year storms up to nearly 40 percent. The 100 year storm does not have as large of a reduction simply because the volume available in Lions Park cannot handle the volume of water that is generated in the valley. The FEMA Flood Insurance Study for Long Run does have a 10 year storm analysis, so that storm can be compared to the reduced flow from the Lions Park basin. The water surface elevations are reduced by approximately 0.5 feet just downstream of the park to Robbins Station Road. Downstream of Robbins Station Road to Abrams Road, the reduction in water surface elevation is between 1 and 1.2 feet. Finally, from Abrams to Wainwright Drive, the reduction is from 1.8 to 2 feet. The reduced flow in the lower areas appears to result in some measureable drops in flooding flow. Again, this is only for the 10 year storm and not the 100 year frequency that governmental agencies recognize. However, this storm is theoretically more frequent and so to would be the occurrence of damage causing events. 5

BENEFIT/COST ANALYSIS Township Culvert Modification In order to gauge monetarily what impact the proposed modifications have on the Long Run area, an analysis of the costs to implement the improvements must be weighed against the benefits of the measure. The U.S. Army Corps of Engineers have developed a set of curves that reflect Depth-Damage relationships. As the depth of flooding increases, the cost of the damages, both to the structure and the property s contents, also increases, but not in a linear form. The percentage of damage is then related to the value of the property. The curves may be found in the Appendix of this report. The property values for the 37 structures affected by flooding during the 100 year event were researched online and the Westmoreland County Tax website was used to set a base value. As further information may become available, these numbers could be changed. The results of the existing 100 year calculations and the culvert replacements were input into an Excel Spreadsheet along with the rating curves and assumed first floor elevations. The existing conditions HEC-RAS model provided a base for the predicted depth of flooding to occur at each structure. This was then applied to the Depth Damage Curves. It should be noted that this spreadsheet will provide the Township a new tool to further evaluate the area should any of the values change in the future whether they be water surface elevations or property values. The existing analysis showed that there is a potential for $3.2 million dollars worth of structural and contents damage in the Jacktown Acres corridor. Based on the reductions in water surface elevation by the proposed culvert replacements, a separate damage assessment was performed after the culverts would be theoretically installed. The total predicted damage was reduced to $2.4 million dollars, a reduction of approximately $700,000 dollars. Having this knowledge, if the culverts can be replaced for a total of nearly $700,000 a positive Benefit/Cost Ratio could be obtained. Predicting the cost of culvert replacement can be difficult as there are many factors that may affect a culvert installation. Using the latest PennDOT bids for projects that are similar to the proposed culvert replacements, we estimate that the projects would cost as follows: CULVERT MATERIAL FOR REPLACEMENT LENGTH (FT) ESTIMATED COST* BENEFIT IN EACH AREA Wainwright Drive 7 x 25 Box Culvert 52 $340,000 $253,000 Abrams Drive 6 x 16 Conspan Arch 54 $180,000 $88,400 Rebecca Street 6 x 14 Conspan Arch 41/350 $135,000/$100,000 $295,000 / Stream Bend Elimination S. Whitmore Drive 5 x 20 Box Culvert 55 $250,000 $0 *Note Costs may be affected by Public Bidding Requirements which frequently require additional bonding and wage rate standards that are not applicable on private projects. The cost analysis for the culvert replacements may be found in the Appendix of the Report. 6

Offstream Basin Lions Park The benefit/cost analysis for the offstream basin was done a bit differently from the culvert replacement analysis as the 100 year storm is not significantly mitigated by the offstream basin. This analysis focuses on the 10 year storm which, while not inflicting as much damage as the 100 year storm, the potential for this damage to occur more often definitely exists. Using the same criteria, the structures which are downstream of Lions Park would realize the benefits of the offstream storage which results in a peak flow reduction. There are 18 structures downstream of Lions Park which will be considered. Without the offstream basin, the 10 year frequency storm could cause up to $1.1 million dollars in flood damage. The implementation of the basin into the watershed reduces the damage to just over $482,000. Also, the impact of the basin, if functioning properly, would remove 10 of the 18 homes from the flood damage list. The most significant cost element of a detention basin of this size is the earthwork needed to create the berm. Typically, detention basins are constructed in developments where cut and fill operations attempt to balance the amount of earth moved onsite. For the Lions Park basin, there would be only the import of material to construct the berm. The berm requires 3,700 cubic yards of earthen material. Typically this material to be hauled onsite can range from to $25 to $50 per cubic yard depending on source of material and distance of haul. This could mean a cost as high as $185,000 The remaining pieces of the basin, the outlet structure and pipe, could be constructed for less than $20,000. Also, the governmental regulations for a project such as this along the stream may be more expensive than a normal project. The PADEP will need to be satisfied with the work being performed as it will be done in a floodway. As a result, engineering costs will be higher than for a normal basin design. A ballpark estimate for the construction of the basin would be approximately $340,000. This could provide a greater than 2:1 benefit/cost ratio. Of course, the inundation of the park and corresponding cleanup that would need to be performed after each activation of the basin needs to be weighed by the Township, as well as the impact on scheduling the usage of the field and remainder of the park. CONCLUSIONS Based on the findings listed in this report, it appears that a positive Benefit/Cost Ratio could be applied to some of the culvert replacements, but not necessarily all of them. The amount of flow in the watershed can only be handled so quickly and the culverts, no matter how large, will become overwhelmed and flooding will occur. A further analysis of what provides the most value for the money, as well as the effect of the culvert replacement on adjacent properties should be performed by the Township to decide if any culverts should be replaced. It appears that the work at Rebecca Drive with a larger culvert and the straightening of the stream by enclosure provides the best benefit when compared to the damages in the immediate area. We would also recommend that the Wainwright Drive culvert be considered for replacement as well. Even though the local benefit is less than the cost to replace the culvert, one factor the overall numbers do not show is that 3 structures would be removed from the flooding impacts. For the cost of this improvement, we believe this is a significant positive improvement. The offstream basin does appear to have the best Benefit/Cost ratio of the options considered. However the impact on the park, from the construction of the berm around the perimeter, to the potential frequent, 7

temporary inundation of the park which will likely deposit large amounts of sediment and debris, need to be considered. A ranking of the suggested projects, with respect to the value they could provide, would be as follows: 1. Lions Park Offstream Basin 2. Rebecca Street Culvert/Bend Elimination 3. Wainwright Drive Culvert Replacement 8

APPENDIX

EXISTING CONDITIONS HEC-RAS REPORT

HEC-RAS Version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: 96003 HEC-RAS Project File : 96003HEC-RAS.prj Run Date and Time: 8/20/2011 11:39:11 AM Project in English units PLAN DATA Plan Title: LiDAR-Revised Plan File : y:\projects\north Huntingdon\96003 - Jacktown Acres\HECRAS\96003HEC-RAS.p08 RAS.g06 Geometry Title: LiDAR-Revised Geometry File : y:\projects\north Huntingdon\96003 - Jacktown Acres\HECRAS\96003HEC- RAS.f01 Flow Title Flow File : FEMA Flows : y:\projects\north Huntingdon\96003 - Jacktown Acres\HECRAS\96003HEC- Plan Summary Information: Number of: Cross Sections = 47 Multiple Openings = 0 Culverts = 7 Inline Structures = 0 Bridges = 0 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: FEMA Flows Flow File : y:\projects\north Huntingdon\96003 - Jacktown Acres\HECRAS\96003HEC-RAS.f01 Flow Data (cfs) River Reach RS PF 1 Long Run-JacktowLong Run-Jacktow8381.86 660 Long Run-JacktowLong Run-Jacktow1088.01 950 Boundary Conditions River Reach Profile Upstream Downstream Long Run-JacktowLong Run-JacktowPF 1 Known WS = 985.85

GEOMETRY DATA Geometry Title: LiDAR-Revised Geometry File : y:\projects\north Huntingdon\96003 - Jacktown Acres\HECRAS\96003HEC-RAS.g06 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 8381.86 INPUT Description: Station Elevation Data num= 128 0 1149.39 2.89 1149.26 12.73 1148.93 16.34 1148.83 26.73 1148.49 35.92 1148.06 38.73 1148.04 39.53 1148.02 40.14 1148.01 40.57 1148 42.73 1147.57 45.81 1146.89 50.9 1146 56.35 1144.76 60.06 1144 74.53 1142.23 77 1142 80.3 1141.82 100.89 1141.03 109.25 1140.74 134.48 1140.05 134.51 1140.05 136.81 1140.04 138.08 1140.04 142.5 1140.03 145.61 1140.04 145.67 1140.04 148.87 1140.03 155.15 1140.02 156.99 1140.02 162.3 1140.01 165.7 1140.01 166.29 1140.01 167.97 1140 169.98 1140 175.4 1139.07 179.2 1138.64 183.94 1138 194.36 1136.06 194.65 1136 194.71 1135.99 194.74 1135.98 194.87 1135.95 195.4 1135.79 201.65 1134 205.98 1133.02 211.1 1132 216.43 1131.16 223.7 1130.81 230.44 1130.44 238.45 1130 238.58 1130 238.7 1130 239.26 1129.93 239.75 1129.92 240.82 1129.85 255.74 1128.83 267.3 1128.03 267.66 1128 270.88 1127.74 291.58 1126 294.47 1125.8 297.29 1125.57 314.08 1124.38 318.53 1124.06 319.32 1124 335.7 1122.41 339.18 1122 345.99 1121.3 359.89 1120.04 360.31 1120 360.48 1119.93 363.61 1118.45 364.57 1118 365.45 1117.71 369.58 1116 369.9 1115.95 375.43 1115.16 382.97 1114.08 383.47 1114 383.75 1113.95 384.27 1113.95 394.13 1113.35 396.41 1113.47 400 1113.7 404.79 1114 406.25 1114.86 408.76 1116 410.21 1116.84 412.68 1118 414.23 1118.9 415.69 1119.65 416.25 1119.91 416.47 1120 416.91 1120.22 420.95 1122 423.32 1123.33 424.77 1124 427.83 1125.46 428.99 1126 432.02 1127.44 433.34 1128 433.61 1128.23 437.38 1130 439.98 1130.97 441.54 1131.09 441.68 1131.12 441.8 1131.15 444.42 1131.23 448.91 1132 450.49 1132.02 458.28 1132.22 469.02 1132.46 476.12 1132.59 484.9 1132.81 488.24 1132.93 492.7 1133.09 499.79 1133.32 517.22 1134 542.01 1134.41 547.46 1134.48 548.28 1134.49 549.13 1134.5 578.85 1134.87 585.63 1134.94 593.69 1135.04 599.28 1135.11 600 1135.12 0.06 382.97.035 406.25.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 382.97 406.25 196.27 196.27 196.27.1.3 Blocked Obstructions num= 1 Sta L Sta R Elev 28 96 1158 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 8185.59 INPUT Description: Station Elevation Data num= 107 0 1139.85 8.67 1139.16 30.07 1138 34.33 1137.69 39.44 1137.37 47.52 1136.87 59.89 1136 60.07 1135.99 60.29 1135.99 63.86 1135.98 69.28 1135.98 70.1 1135.98 76.41 1136 78.34 1136.02 78.36 1136.02 78.38 1136.02 79.96 1136.02 80.93 1136 92.55 1135.39 117.56 1134 131.02 1132.94 137.94 1132 148.28 1130.67 155.24 1130 184.79 1129.08 191.61 1128.97 197.22 1128.89 210.71 1128 217.35 1126.79 223.12 1126 229.31 1124.96 235 1124 241.33 1122.8 246.29 1122 255.34 1121.35 261.24 1120.95 276.36 1120 298.27 1118.03 298.46 1118 298.54 1117.97 303.58 1116 304.29 1115.54 306.54 1114 308.74 1112.64 309.78 1112 313.19 1110.42 314.08 1110 314.48 1109.86 321.53 1108 330.83 1106.82 332.42 1106.8 334.06 1106.85 335.23 1106.48 335.52 1106.5 337.91 1106 338.45 1105.95 340.58 1105.89 342.21 1105.84 343.78 1105.75 344.36 1105.79 346.25 1105.92 347.2 1106 347.89 1106.46 350.15 1108 351.55 1108.58 353.51 1109.06 355.65 1109.66 356.22 1109.77 356.6 1109.82 357.04 1109.83 362.35 1109.22 367.13 1109.12 367.53 1109.08 370.95 1109.05 375.16 1109.33

377.72 1109.65 379.49 1109.8 380.19 1109.84 381.64 1110 385.53 1110.46 386.55 1110.71 389.78 1111.4 391.24 1111.71 392.26 1112 394.35 1112.52 398.43 1114 401.8 1115.01 404.3 1115.98 404.38 1116 404.45 1116.02 404.48 1116.02 409.59 1117 413.08 1117.48 418.29 1118 430 1119.24 438.38 1120 440.75 1120.66 444.59 1122 448.02 1123.53 449.06 1124 451.41 1124.84 454.02 1126 454.09 1126.01 465.27 1128 470.47 1128.53 499.88 1130 502.93 1130.2 0.06 332.42.035 350.15.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 332.42 350.15 128.34 128.34 128.34.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 356.6 502.93 1109.82 F Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 0 23 1149 200 267 1138 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 8057.25 INPUT Description: Station Elevation Data num= 148 0 1139.83 3.29 1139.33 22.24 1138 29.03 1137.52 32.26 1137.45 33.37 1137.41 34.67 1137.35 43.6 1136.91 45.7 1136.77 54.91 1136 68.78 1135.07 77.22 1134.85 94.62 1134.07 95.41 1134 95.83 1134 96.37 1134 96.63 1134.01 99.5 1134.07 100.97 1134.06 102.83 1134 108.27 1133.13 119.69 1132 121.99 1131.51 125.47 1130.73 125.72 1130.68 130.9 1130.17 131.15 1130.13 133.73 1130 135.01 1129.91 135.68 1129.85 139.13 1129.5 140.48 1129.25 147.37 1128.61 152.39 1128 156.08 1127.45 157.43 1127.26 158.87 1127.03 161.38 1126.48 166.07 1126.06 166.54 1126.01 166.7 1126 168.89 1125.84 169.37 1125.77 170.66 1125.57 174.25 1125.05 176.29 1124.65 176.51 1124.65 179.59 1124.34 180.86 1124.27 186.92 1124.09 190.58 1124.12 193.33 1124.14 199.28 1124.07 203.51 1124.03 206.51 1124 209.27 1123.57 219.61 1122 227.74 1121.31 237.45 1120.54 240.54 1120.32 242.6 1120 243.89 1119.93 244.5 1119.92 251.37 1119.07 258.35 1118.8 267.93 1118 267.94 1118 271.17 1117.2 274.94 1116 277.64 1115.73 283.45 1115.12 286.35 1114.86 292.3 1114.07 294.59 1114.04 294.97 1114.03 296.24 1114.01 296.56 1114 298.31 1113.98 302.49 1113.62 322.3 1112 329.06 1110.74 333.03 1110 340.22 1108.67 341.07 1108.53 343.03 1108.18 343.48 1108.12 344.83 1108 346.92 1107.7 362.09 1106 380.9 1104.07 381.15 1104.05 381.61 1104 381.62 1104 381.63 1104 385.13 1102.56 386.67 1102 388.15 1102 389.05 1102 391.89 1102 394.45 1102.04 395.96 1102.04 396 1102.04 396.09 1102.04 397.13 1102.04 400 1102.03 400.97 1102.03 401.65 1102.02 402.24 1102.09 412.32 1103.05 416.96 1104 419.46 1104.18 423.89 1104.99 425.25 1105.12 426.29 1105.25 428.95 1106 434.21 1107.53 435.85 1108 437.4 1108.43 442.89 1110 449.06 1111.19 449.22 1111.2 454.22 1111.89 457.05 1111.91 458.59 1111.95 459.64 1111.97 461.03 1112 462.38 1112.03 479.33 1113.63 481.46 1113.81 482.3 1113.86 486.1 1114 490.97 1114.34 492.4 1114.4 493.74 1114.45 495.64 1114.57 498.55 1114.77 508.07 1116 510.25 1116.58 516.12 1118 516.67 1118.24 520.63 1120 521.27 1120.3 524.97 1121.84 525.28 1121.98 525.33 1122 525.59 1122.1 530.56 1124 536.36 1125.56 0.06 385.13.035 412.32.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 385.13 412.32 159.38 159.38 159.38.1.3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 89 125 1144 238 283 1130 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 7897.87 INPUT Description: Station Elevation Data num= 99

0 1133.96 2.35 1133.24 7.03 1132 9.44 1131.58 20.15 1130 30.19 1128.81 37.53 1128 46.23 1126.99 50.38 1126.41 53.74 1126 60.65 1125.09 67.42 1124.23 68.88 1124.05 69.19 1124 79.87 1122.59 80.06 1122.57 81.52 1122.37 90.91 1122 93.4 1121.97 97.88 1121.77 101.17 1121.66 113.78 1120.35 115.3 1120.21 117.22 1120 127.16 1119.33 127.54 1119.3 141.15 1118.37 142.06 1118.32 146.42 1118 146.5 1118 147.62 1118 170.26 1116.32 172.83 1116.07 173.08 1116.05 173.22 1116.04 173.7 1116 191.22 1115.08 199.97 1115.1 209.54 1115.18 210.56 1115.22 212.36 1115.25 217.47 1115.22 223.85 1115.06 224.18 1115.06 226.11 1115 235.75 1114.34 239.13 1114.08 240.37 1114.06 243.44 1114 247.9 1113.35 256.03 1112.65 262.74 1112.01 263.27 1112 264.46 1111.82 280.37 1110 281.45 1109.84 286.24 1108.55 287.8 1108.14 288 1108.08 288.31 1108 299.81 1107.87 322.55 1106.53 332.93 1106 342.11 1104.93 350.65 1104 364.59 1102.35 367.72 1102 378.38 1100.68 384.63 1100 385.99 1099.32 389.18 1098 396.36 1097.58 397.78 1097.5 400 1097.63 405.28 1097.93 406.62 1098 406.71 1098 411.17 1098.19 448.89 1100 461.95 1101.45 466.6 1102 471.68 1102.57 480.37 1104 498.38 1105.7 501.69 1106 504.6 1106.26 524.6 1108 531.35 1108.85 543.75 1110 550.19 1110.66 556.18 1111.28 564.14 1112 567.72 1112.3 569.57 1112.45 585.1 1114 593.47 1115.37 597.77 1116 605.55 1117.07 611.71 1118 0.06 385.99.035 411.17.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 385.99 411.17 213.52 213.52 213.52.1.3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 95 144 1131 262 311 1122 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 7684.35 INPUT Description: Station Elevation Data num= 129 0 1129.44 5.22 1128.89 12.52 1128 18.89 1127.27 29.53 1126 33.35 1125.55 37.63 1125.04 40.94 1124.65 46.64 1124 63.06 1122.2 64.79 1122 67.11 1121.75 76.53 1120.72 83.08 1120 84.14 1119.89 86.43 1119.65 98.58 1118.21 102.29 1118 114.34 1116.19 115.18 1116 116.27 1115.79 122.65 1114 126.1 1112.56 127.26 1112 129.2 1111.13 134.07 1110.49 135.26 1110.3 139.87 1110.07 140.31 1110.05 142.59 1110 147.9 1110 148.5 1109.99 148.68 1109.99 151.36 1109.98 152.69 1109.96 155.57 1109.93 161.07 1109.9 163.78 1109.88 164.27 1109.88 164.98 1109.87 165.08 1109.87 166 1109.86 166.01 1109.86 166.11 1109.84 172.74 1108.64 173.54 1108.62 175.1 1108.38 177.22 1108 177.27 1108 178.2 1107.99 183.4 1107.69 189.51 1107.35 198.6 1107.16 200.8 1107 201.69 1106.95 202.88 1106.91 205.7 1106.77 206.86 1106.73 208.09 1106.69 222.63 1106.15 223.07 1106.15 223.9 1106.14 232.18 1106 239.14 1105.17 248.38 1104 261.64 1102.45 266.28 1102 269.62 1101.52 276.56 1100.69 279.08 1100.37 282.34 1100 292.44 1098.39 295.02 1098 308.83 1096.21 310.76 1096.07 311.04 1096.05 311.21 1096.04 313.25 1096 314.04 1095.98 315.61 1095.97 319.32 1095.84 329.34 1095.53 338.44 1094 338.91 1093.99 343.2 1093.96 347.3 1093.62 360.19 1092.99 370.1 1092.74 392.28 1092 392.5 1091.99 392.82 1092 393.05 1091.99 398.37 1091.94 400 1091.95 400.12 1091.96 404.3 1092 404.69 1092.01 407.77 1092.27 415.42 1092.88 425.03 1093.55 430.52 1094 439.35 1095.37 448.24 1095.72 452.34 1095.94 454.02 1095.95 456.11 1095.96 456.85 1095.96 464.02 1096 464.37 1096 464.52 1096.01 464.86 1096.01 466.42 1096.12 479.55 1096.83 491.59 1098 501.26 1099.22 510.4 1100 514.24 1100.16 524.79 1100.47 532.36 1100.68 533.15 1100.69 539.31 1101.02 543.59 1101.29 546.02 1101.43 554.69 1102 576.42 1103.04 598.18 1103.98 598.27 1103.98 598.85 1103.98 600 1103.98 0.06 392.28.035 415.42.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 392.28 415.42 140.4 140.4 140.4.1.3 Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 125 162 1123 270 304 1112 491 525 1110 CROSS SECTION

RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 7543.95 INPUT Description: Station Elevation Data num= 97 0 1126.03.19 1126 3.34 1125.51 13.42 1124 23.5 1122.4 25.76 1122 28.95 1121.51 38.2 1120 42.26 1119.33 50.38 1118 60 1116.53 64.15 1116 79.38 1114.3 81.85 1114 84.36 1113.49 91.61 1112 98.57 1110.5 100.73 1110 101.28 1109.99 112.78 1109.36 121.38 1108.9 132.32 1108.39 137.99 1108 152.83 1106.33 157.76 1106.04 161.42 1106.05 163.27 1106.03 163.52 1106.03 163.66 1106 171.63 1104.96 175.86 1104.67 182.39 1104 198.58 1102.35 202.11 1102 215.05 1101.38 221.29 1101.06 240.78 1100 240.81 1100 240.83 1100 243.85 1099.82 267.12 1098.49 275.32 1098 279.42 1097.43 288.02 1096 293.09 1095.1 298.36 1094.32 300.72 1094 307.91 1093.01 322.64 1092 325.24 1091.9 328 1091.68 336.66 1091.21 338 1091.08 351.86 1090 353.45 1089.9 354.03 1089.87 369 1089.12 375.19 1088.86 388.66 1088.09 389.54 1088 389.62 1088 390.58 1088 397.84 1087.97 398.06 1087.97 400 1087.97 402.67 1087.99 405.69 1088 405.98 1088 406.23 1088 406.57 1088.04 421.63 1090 436.3 1091.48 440.57 1092 450.12 1093.4 454.37 1094 454.9 1094.01 471.35 1095.02 488.04 1096 489.36 1096.18 501.43 1098 505.33 1098.57 514.82 1100 516.17 1100 518.21 1100.01 519.38 1100.02 521.16 1100.03 522.81 1100.03 527.51 1100.04 528.75 1100.04 534.63 1100.05 540.47 1100.43 545.86 1100.58 558.21 1100.99 567.09 1101.31 585.57 1102 597.51 1103.3 600 1103.51 0.06 375.19.035 421.63.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 375.19 421.63 372.13 372.13 372.13.1.3 Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 119 167 1119 267 306 1108 479 516 1108 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 7171.82 INPUT Description: Station Elevation Data num= 106 0 1117.69 7.77 1116.42 10.39 1116 16.13 1114.41 17.77 1114 24.04 1113.13 33.58 1112 39.45 1111.15 47.09 1110 52.69 1109.44 60.57 1108 73.24 1106.35 76.27 1106 79.62 1105.62 83.53 1105.08 89.84 1104.26 91.82 1104 108.06 1102.39 109.08 1102.36 111.5 1102 112.58 1101.97 122.62 1101.38 130.77 1100.97 139.74 1100.44 142.59 1100.35 142.63 1100.34 147.15 1100 156.26 1098.64 160.91 1098 171.4 1096.58 174.78 1096 179.39 1095.38 189.57 1094 199.33 1092.18 200.25 1092 202.83 1091.41 208.92 1090 209.84 1089.9 220.4 1089.51 227.81 1089.33 230.71 1089.28 234.43 1089.15 236.1 1089.16 237.26 1089.17 244.35 1088.89 249.42 1088.7 252.79 1088.51 262.51 1088 264.85 1087.8 276.26 1086.19 277.58 1086 285.83 1084.16 286.61 1084 287.61 1083.78 295.43 1082 303.19 1080.24 304.31 1080 317.77 1079.43 324.29 1079.36 344.09 1079.54 371.05 1079.85 372.52 1080 378.53 1080.03 382.96 1080.05 387.37 1080.03 393.64 1080 396.97 1079.96 398.75 1079.94 400 1079.95 403.26 1079.99 403.84 1080 404.04 1080.1 408.29 1082 409.7 1082.7 412.65 1084 418.37 1085.05 424.73 1086 437.04 1087.46 442.04 1088 454.42 1088.9 463.96 1089.61 467.29 1089.84 469.48 1090 469.57 1090 472.96 1090.23 493.62 1091.56 497.44 1091.97 498.48 1091.98 498.71 1091.98 499.52 1091.99 500.44 1092 506.48 1092.93 511.92 1093.43 517.21 1094 517.68 1094.06 517.97 1094.03 518.18 1094.04 518.4 1094.04 534.82 1094.6 542.73 1094.79 559.85 1095.29 564.79 1095.46 580.93 1096 586.67 1096.86 593.73 1098 600 1099.08 0.06 393.64.035 408.29.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 393.64 408.29 305.09 305.09 305.09.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 382.96 1080.05 F

Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 120 162 1110 271 309 1096 471 511 1102 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 6866.73 INPUT Description: Station Elevation Data num= 126 0 1099.76 1.31 1099.62 14.35 1098 20.73 1096.71 23.66 1096.37 30.53 1096 31.34 1095.99 32.22 1095.96 35.26 1095.76 51.16 1094.92 51.76 1094.86 51.99 1094.83 53.2 1094.75 54.75 1094.61 54.87 1094.61 63.16 1094 65.15 1093.83 68.61 1093.41 77.03 1092.42 80.05 1092 82.28 1091.5 86.05 1091.1 94.43 1090.06 95.83 1090.03 96.97 1090 99.05 1089.8 99.2 1089.79 100.11 1089.77 101.26 1089.74 106.01 1089.33 129.56 1088 142.41 1086.85 148.91 1086.5 155.55 1086 171.6 1084.66 178.12 1084 178.54 1083.95 191.02 1082 201.4 1080.13 202.28 1080 202.96 1079.82 207.29 1078.61 209.5 1078 209.6 1078 210.1 1078 210.63 1078 211.11 1078 214.67 1078.05 216.21 1078 237.65 1077.18 245.21 1077.09 252.17 1077.08 255.29 1077.28 261.03 1076.81 264.1 1076.71 269.02 1076 281.74 1074.83 288.14 1074 301.51 1072.47 307.32 1072 309.2 1071.98 311.06 1071.97 311.67 1071.97 315.38 1071.95 317.08 1071.95 320.72 1071.94 336.81 1071.91 346.6 1071.89 369.19 1071.98 373.33 1071.99 373.61 1071.99 375.13 1072 376.67 1072.02 381.57 1072.08 384.09 1072.11 386.17 1072.09 392.92 1072 396.09 1071.88 397.64 1071.84 400 1071.93 400.26 1071.94 402.52 1072 403.03 1072.31 406.93 1074 409.06 1075.1 411.33 1076 415.16 1076.48 426.89 1077.68 429.03 1077.91 429.14 1077.92 429.37 1077.94 429.92 1078 430.91 1078.12 446.98 1080 460.22 1081.2 463.36 1081.46 469.46 1082 474.68 1082.38 494.83 1084 501.3 1085.36 504.23 1086 510.8 1087.53 512.69 1088 515.57 1088.02 516.12 1088.02 519.51 1088.04 524.99 1088.07 533.51 1088.04 535.29 1088.05 544.18 1088.02 544.78 1088.02 545.09 1088.02 545.81 1088.08 557.26 1088.16 558.69 1088.15 559.97 1088.18 562.3 1088.27 571.99 1088.56 577.49 1088.82 596.56 1089.94 597.44 1090 598.44 1090.14 600.38 1090.4 609.98 1091.71 613.01 1092 616.31 1092.15 0.06 381.57.035 403.03.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 381.57 403.03 153.29 153.29 153.29.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 384.09 1072.11 F Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 125 163 1098 266 307 1086 483 523 1098 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 6713.44 INPUT Description: Station Elevation Data num= 134 0 1087.2 6.24 1086.82 10.9 1086.31 17.82 1086 18.85 1085.93 19.08 1085.9 19.42 1085.86 26.96 1085.08 34.65 1084.36 35.36 1084.27 38 1084 38.65 1083.97 39.1 1083.94 57.13 1082.95 60.78 1082.79 72.05 1082 74.81 1081.84 83.64 1081.37 106.43 1080 107.88 1079.87 108.39 1079.85 120.59 1079.28 128.8 1078.94 130.31 1078.95 133.11 1079.03 136.72 1078.85 138.98 1078.81 148.15 1078 150.55 1077.86 150.87 1077.84 151.24 1077.81 159.57 1076.99 167.25 1076.21 167.5 1076.19 168.71 1076.14 171 1076 179.65 1075.66 183.29 1075.43 185.79 1075.38 188.51 1075.14 193.53 1074.85 199.11 1074 201.5 1073.94 204.35 1073.93 209.43 1073.67 217.9 1073.41 226.25 1073.35 237.21 1073.22 251.06 1072.65 255.29 1072.51 258.07 1072.42 260.03 1072.37 261.58 1072.34 267.2 1072.08 269.39 1072.08 274.81 1072.07 276.17 1072.05 277.52 1072.06 281.13 1072.06 283.72 1072.08 286.63 1072.06 290.17 1072.05 290.7 1072.05 291 1072.05 296.43 1072.08 306.51 1072.01 308.13 1072 308.95 1071.92 313.81 1071.55 321.67 1071.33 325.93 1071.09 330.36 1070.85 342.09 1070 343.97 1069.94 365.91 1069.7 367.3 1069.69 368.02 1069.68 370.1 1069.7 373.15 1069.73 378.19 1069.76 392.17 1068.7 395.3 1068.09 395.69 1065 400 1065 404.82 1065

405.52 1068.2 412.51 1070 413.08 1070.09 414.66 1070.38 418.39 1071.06 422.78 1072 426.71 1072.47 441.4 1074 444.71 1074.08 446.3 1074.09 447.6 1074.08 467 1075.34 478.4 1076 496.08 1077.59 500.87 1077.98 501.73 1077.98 502.38 1078 502.4 1078 502.74 1078 503.76 1078.11 504.66 1078.22 512.93 1079.57 517.41 1079.71 519.65 1079.7 520.56 1079.7 527.98 1080 534.68 1080.4 538.84 1080.32 543.14 1080.48 547.43 1080.59 554.19 1080.92 558.44 1081.14 561.26 1081.22 572.81 1081.51 582.94 1081.93 586.4 1081.96 587.39 1082 598.34 1083.49 601.73 1084 605.63 1084.65 612.78 1086 615.8 1086.56 623.66 1088 625.36 1088.17 629.36 1088.53 636.67 1089.19 642.28 1089.71 644.66 1090 651.45 1090.34 0.06 395.3.035 405.52.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 395.3 405.52 123.27 123.27 123.27.1.3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 395.3 1070.28 F 405.52 651.45 1070.28 F Blocked Obstructions num= 4 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 91 154 1090 256 288 1082 473 508 1087 629 651.45 1100 CULVERT RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 6645 INPUT Description: Distance from Upstream XS = 51 Deck/Roadway Width = 36 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 283.72 1072.08 300 1072.67 350 1072 400 1071.34 450 1071.48 500 1072.79 Upstream Bridge Cross Section Data Station Elevation Data num= 134 0 1087.2 6.24 1086.82 10.9 1086.31 17.82 1086 18.85 1085.93 19.08 1085.9 19.42 1085.86 26.96 1085.08 34.65 1084.36 35.36 1084.27 38 1084 38.65 1083.97 39.1 1083.94 57.13 1082.95 60.78 1082.79 72.05 1082 74.81 1081.84 83.64 1081.37 106.43 1080 107.88 1079.87 108.39 1079.85 120.59 1079.28 128.8 1078.94 130.31 1078.95 133.11 1079.03 136.72 1078.85 138.98 1078.81 148.15 1078 150.55 1077.86 150.87 1077.84 151.24 1077.81 159.57 1076.99 167.25 1076.21 167.5 1076.19 168.71 1076.14 171 1076 179.65 1075.66 183.29 1075.43 185.79 1075.38 188.51 1075.14 193.53 1074.85 199.11 1074 201.5 1073.94 204.35 1073.93 209.43 1073.67 217.9 1073.41 226.25 1073.35 237.21 1073.22 251.06 1072.65 255.29 1072.51 258.07 1072.42 260.03 1072.37 261.58 1072.34 267.2 1072.08 269.39 1072.08 274.81 1072.07 276.17 1072.05 277.52 1072.06 281.13 1072.06 283.72 1072.08 286.63 1072.06 290.17 1072.05 290.7 1072.05 291 1072.05 296.43 1072.08 306.51 1072.01 308.13 1072 308.95 1071.92 313.81 1071.55 321.67 1071.33 325.93 1071.09 330.36 1070.85 342.09 1070 343.97 1069.94 365.91 1069.7 367.3 1069.69 368.02 1069.68 370.1 1069.7 373.15 1069.73 378.19 1069.76 392.17 1068.7 395.3 1068.09 395.69 1065 400 1065 404.82 1065 405.52 1068.2 412.51 1070 413.08 1070.09 414.66 1070.38 418.39 1071.06 422.78 1072 426.71 1072.47 441.4 1074 444.71 1074.08 446.3 1074.09 447.6 1074.08 467 1075.34 478.4 1076 496.08 1077.59 500.87 1077.98 501.73 1077.98 502.38 1078 502.4 1078 502.74 1078 503.76 1078.11 504.66 1078.22 512.93 1079.57 517.41 1079.71 519.65 1079.7 520.56 1079.7 527.98 1080 534.68 1080.4 538.84 1080.32 543.14 1080.48 547.43 1080.59 554.19 1080.92 558.44 1081.14 561.26 1081.22 572.81 1081.51 582.94 1081.93 586.4 1081.96 587.39 1082 598.34 1083.49 601.73 1084 605.63 1084.65 612.78 1086 615.8 1086.56 623.66 1088 625.36 1088.17 629.36 1088.53 636.67 1089.19 642.28 1089.71 644.66 1090 651.45 1090.34 0.06 395.3.035 405.52.06 Bank Sta: Left Right Coeff Contr. Expan. 395.3 405.52.1.3 Ineffective Flow num= 2

Sta L Sta R Elev Permanent 0 395.3 1070.28 F 405.52 651.45 1070.28 F Blocked Obstructions num= 4 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 91 154 1090 256 288 1082 473 508 1087 629 651.45 1100 Downstream Deck/Roadway Coordinates num= 8 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 144.75 1074 209 1074 300 1072.67 350 1072 400 1071.34 450 1071.48 500 1072.79 526.05 1072.77 Downstream Bridge Cross Section Data Station Elevation Data num= 147 0 1080.29 8.35 1080.25 9.56 1080.19 16.66 1080.03 17.38 1080.03 18.55 1080 27.21 1079.69 31.14 1079.63 40.43 1079.29 61.56 1078.62 70.42 1078 82.03 1077.42 87.91 1077.13 96.83 1076.7 98.13 1076.65 100.15 1076.58 100.93 1076.55 102.89 1076.5 107.04 1076.33 110.21 1076.28 110.97 1076.28 118.36 1076 125.52 1075.8 125.78 1075.8 127.44 1075.68 139.96 1074.1 144.75 1074 150.82 1072.55 151.8 1072.52 161.42 1072.33 167.06 1072.13 167.32 1072.12 169.02 1072 174.71 1071.99 176.19 1071.98 178.6 1071.97 181.78 1071.97 182.62 1071.96 183.45 1071.96 190.48 1071.59 202.74 1071.01 204.78 1070.94 211.95 1070.88 237.82 1070.06 238.05 1070.06 239.93 1070.05 240.59 1070.05 243.28 1070.04 245.05 1070.04 248.98 1070.03 254.22 1070.02 254.87 1070.01 260.58 1070 269.46 1068.12 270.02 1068 272.11 1067.55 279.58 1066 297.5 1064.33 298.91 1064.23 299.7 1064.19 300.94 1064.14 304.5 1064 304.98 1063.99 305.49 1064 307.44 1064 307.89 1064 308.38 1064 322.12 1064.25 334.25 1064.42 337.72 1064.49 343.08 1064.64 363.95 1065.4 372.08 1065.56 374.41 1065.63 377.42 1065.73 385.11 1065.98 386.11 1065.97 399.67 1065 400 1065 402.02 1065 402.78 1065 403.61 1065 408.23 1066 412.68 1067.34 414.93 1068 416.82 1068.23 423.76 1068.79 431.2 1069.47 438.28 1070 440.81 1070.07 441.07 1070.08 442.04 1070.11 473.55 1071.1 484.22 1071.36 503.13 1072 516.16 1072.45 518.3 1072.51 526.05 1072.77 551.56 1073.66 559.63 1074 560.47 1074.01 561.55 1074.01 561.66 1074.01 563.8 1074.02 576.43 1074.14 577.34 1074.13 598.6 1074.47 600.01 1074.48 604.93 1074.55 612.02 1074.69 622.39 1074.73 632.79 1074.69 637.01 1074.98 645.07 1075.91 649.15 1075.91 650.41 1075.94 651.27 1075.98 652.16 1075.98 654.39 1076 656.46 1076.01 656.62 1076.01 657.17 1076.01 657.81 1076.01 658.08 1076.02 661.19 1076.06 667.44 1076.11 680.92 1076.44 699.79 1076.6 701.38 1076.64 704.37 1076.72 714.63 1076.53 719.03 1076.84 719.41 1076.87 720.33 1076.92 724.01 1076.88 730.79 1076.46 730.95 1076.46 731.26 1076.45 733.57 1076.47 735.39 1076.45 736.66 1076.61 744.25 1078 744.94 1078.15 745.17 1078.19 752.9 1080 753.61 1080.1 764.47 1081.79 0.06 385.11.035 408.23.06 Bank Sta: Left Right Coeff Contr. Expan. 385.11 408.23.1.3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 385.11 1071.34 F 408.23 764.47 1071.34 F Blocked Obstructions num= 5 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 108 143 1086 256 288 1080 443 493 1080 521 592 1084 646 712 1088 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow =.98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Arch 5 7 FHWA Chart # 41- Arch; Corrugated metal FHWA Scale # 3 - Thin wall projecting Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef

47 59.024.024 0 1 1 Upstream Elevation = 1065.28 Centerline Station = 400 Downstream Elevation = 1064.78 Centerline Station = 400 CULVERT OUTPUT Profile #PF 1 Culv Group: Culvert #1 Q Culv Group (cfs) 266.48 Culv Full Len (ft) # Barrels 1 Culv Vel US (ft/s) 9.95 Q Barrel (cfs) 266.48 Culv Vel DS (ft/s) 11.72 E.G. US. (ft) 1072.97 Culv Inv El Up (ft) 1065.28 W.S. US. (ft) 1072.86 Culv Inv El Dn (ft) 1064.78 E.G. DS (ft) 1069.83 Culv Frctn Ls (ft) 0.93 W.S. DS (ft) 1068.36 Culv Exit Loss (ft) 0.67 Delta EG (ft) 3.14 Culv Entr Loss (ft) 1.54 Delta WS (ft) 4.50 Q Weir (cfs) 393.52 E.G. IC (ft) 1072.95 Weir Sta Lft (ft) 243.50 E.G. OC (ft) 1072.97 Weir Sta Rgt (ft) 431.43 Culvert Control Outlet Weir Submerg 0.00 Culv WS Inlet (ft) 1069.89 Weir Max Depth (ft) 1.62 Culv WS Outlet (ft) 1068.36 Weir Avg Depth (ft) 0.93 Culv Nml Depth (ft) 5.00 Weir Flow Area (sq ft) 144.49 Culv Crt Depth (ft) 3.49 Min El Weir Flow (ft) 1071.35 Note: The normal depth exceeds the height of the culvert. The program assumes that the normal depth is equal to the height of the culvert. CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 6590.17 INPUT Description: Station Elevation Data num= 147 0 1080.29 8.35 1080.25 9.56 1080.19 16.66 1080.03 17.38 1080.03 18.55 1080 27.21 1079.69 31.14 1079.63 40.43 1079.29 61.56 1078.62 70.42 1078 82.03 1077.42 87.91 1077.13 96.83 1076.7 98.13 1076.65 100.15 1076.58 100.93 1076.55 102.89 1076.5 107.04 1076.33 110.21 1076.28 110.97 1076.28 118.36 1076 125.52 1075.8 125.78 1075.8 127.44 1075.68 139.96 1074.1 144.75 1074 150.82 1072.55 151.8 1072.52 161.42 1072.33 167.06 1072.13 167.32 1072.12 169.02 1072 174.71 1071.99 176.19 1071.98 178.6 1071.97 181.78 1071.97 182.62 1071.96 183.45 1071.96 190.48 1071.59 202.74 1071.01 204.78 1070.94 211.95 1070.88 237.82 1070.06 238.05 1070.06 239.93 1070.05 240.59 1070.05 243.28 1070.04 245.05 1070.04 248.98 1070.03 254.22 1070.02 254.87 1070.01 260.58 1070 269.46 1068.12 270.02 1068 272.11 1067.55 279.58 1066 297.5 1064.33 298.91 1064.23 299.7 1064.19 300.94 1064.14 304.5 1064 304.98 1063.99 305.49 1064 307.44 1064 307.89 1064 308.38 1064 322.12 1064.25 334.25 1064.42 337.72 1064.49 343.08 1064.64 363.95 1065.4 372.08 1065.56 374.41 1065.63 377.42 1065.73 385.11 1065.98 386.11 1065.97 399.67 1065 400 1065 402.02 1065 402.78 1065 403.61 1065 408.23 1066 412.68 1067.34 414.93 1068 416.82 1068.23 423.76 1068.79 431.2 1069.47 438.28 1070 440.81 1070.07 441.07 1070.08 442.04 1070.11 473.55 1071.1 484.22 1071.36 503.13 1072 516.16 1072.45 518.3 1072.51 526.05 1072.77 551.56 1073.66 559.63 1074 560.47 1074.01 561.55 1074.01 561.66 1074.01 563.8 1074.02 576.43 1074.14 577.34 1074.13 598.6 1074.47 600.01 1074.48 604.93 1074.55 612.02 1074.69 622.39 1074.73 632.79 1074.69 637.01 1074.98 645.07 1075.91 649.15 1075.91 650.41 1075.94 651.27 1075.98 652.16 1075.98 654.39 1076 656.46 1076.01 656.62 1076.01 657.17 1076.01 657.81 1076.01 658.08 1076.02 661.19 1076.06 667.44 1076.11 680.92 1076.44 699.79 1076.6 701.38 1076.64 704.37 1076.72 714.63 1076.53 719.03 1076.84 719.41 1076.87 720.33 1076.92 724.01 1076.88 730.79 1076.46 730.95 1076.46 731.26 1076.45 733.57 1076.47 735.39 1076.45 736.66 1076.61 744.25 1078 744.94 1078.15 745.17 1078.19 752.9 1080 753.61 1080.1 764.47 1081.79 0.06 385.11.035 408.23.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 385.11 408.23 267.63 267.63 267.63.1.3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 385.11 1071.34 F 408.23 764.47 1071.34 F

Blocked Obstructions num= 5 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 108 143 1086 256 288 1080 443 493 1080 521 592 1084 646 712 1088 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 6322.54 INPUT Description: Station Elevation Data num= 127 0 1076.67 11.83 1076.11 12.32 1076.08 14.58 1076 17.47 1075.98 22.41 1075.71 28.41 1075.46 40.45 1074.79 57.32 1074 68.54 1073.35 69.37 1073.31 70.49 1073.28 78.71 1072.96 96.77 1072.03 98.37 1072.01 99.3 1072 103.56 1071.34 117.53 1070 121.53 1069.35 124.89 1068.63 125.06 1068.6 128.39 1068 133.16 1067.54 139.3 1067.16 140.63 1067.05 143.5 1066.91 148.14 1066.63 161.22 1066 162.96 1065.99 163.28 1065.99 163.41 1065.99 163.67 1065.99 163.81 1065.99 167.92 1065.96 177.08 1064.95 180.86 1064.63 196.2 1064.28 199.12 1064.17 207.09 1064 214.16 1063.95 220.47 1063.94 220.48 1063.94 224.59 1064 234.28 1064.11 241.49 1064.17 254.75 1064.03 255.28 1064.03 257.07 1064 257.71 1063.92 258.94 1063.8 260.22 1063.71 260.29 1063.7 269.4 1062.81 276.3 1062.14 276.49 1062.11 277.48 1062 293.91 1060.48 311.97 1060.45 319.56 1060.31 324.24 1060.28 331.58 1060.2 331.86 1060.21 344.92 1060.15 346.55 1060.24 365.08 1061.94 366.97 1061.97 367.4 1062 368.99 1062.02 375.55 1062.05 380.21 1062.08 382.12 1062.07 391.33 1062 395.91 1061.97 400 1061 400.97 1061 401.42 1061 405.55 1061.99 406.71 1062 407.25 1062.16 412.95 1064 418.13 1065.93 418.3 1066 418.45 1066.09 419.03 1066.46 421.73 1068 422.55 1068.5 425.11 1070 426.55 1070.95 428.3 1072 433.08 1073.69 433.87 1074 434.06 1074.02 436.49 1074.36 438.7 1074.57 447.8 1075.39 452.3 1076 452.98 1076.07 467.17 1078 483.24 1079.63 486.35 1080 488.27 1080.45 497.64 1082 500.73 1082.58 508.76 1084 511.08 1084.45 518.58 1085.82 519.57 1086 524.9 1086.91 530.32 1087.09 531.2 1087.16 535.2 1087.22 540.01 1088 543.61 1089.08 546.39 1090 546.46 1090 546.85 1090.02 551.21 1090.25 569.95 1091.02 577.28 1091.92 577.41 1091.93 578.13 1092 579.25 1092.01 580.12 1092.03 580.47 1092.04 596.87 1092.98 599.36 1093.13 600 1093.16 0.06 391.33.035 407.25.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 391.33 407.25 262.36 262.36 262.36.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 380.21 1062.08 F Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 84 130 1082 238 282 1074 441 530 1088 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 6060.18 INPUT Description: Station Elevation Data num= 127 0 1070.37 5.93 1070.09 6.28 1070.08 6.31 1070.07 7.79 1070 18.36 1068.93 26.71 1068 31.25 1067.51 44.07 1066 46.03 1065.82 64.46 1064 64.48 1064 81.36 1062 90.76 1060.96 98.62 1060 115.74 1058.32 119.2 1058 120.16 1057.98 120.6 1057.98 120.99 1057.98 123.17 1057.99 124.65 1058 132.14 1058.02 137.11 1058.02 137.12 1058.02 138.71 1058 143.67 1057.98 144.87 1057.98 147.17 1057.98 150.19 1057.99 152.13 1058 159.75 1059.53 162.35 1059.81 163.22 1059.89 163.63 1059.9 164.8 1060 178.12 1060 179.85 1060 183.31 1060 185.35 1060 194.7 1060 196.61 1059.77 199.08 1059.58 206.8 1058.86 213.9 1058.13 215.59 1058 217.19 1057.99 217.42 1057.99 218.38 1057.99 224.58 1057.96 225.53 1057.96 225.9 1057.96 231.22 1057.99 234.41 1058 237.34 1058.5 241.94 1059.36 245.69 1059.73 248.2 1059.97 256.67 1059.96 259.8 1059.96 266.24 1059.93 270.6 1059.97 273.69 1059.98 275.81 1060 282.99 1060.81 296.74 1062 305.6 1062 307.32 1062 311.65 1061.36 321.26 1060 325.35 1060 328.16 1060 328.88 1060 330.3 1060 335.44 1060 337.69 1061.43 338.78 1062 340.17 1062.86 342.02 1064 343.63 1064.95

345.38 1066 348.7 1067.93 348.86 1068 349.32 1068.11 356.2 1070 362.23 1071.34 364.5 1072 366.6 1072.27 378.29 1074 378.68 1074.2 381.63 1076 384.49 1077.76 384.9 1078 388.4 1079.92 388.54 1080 388.64 1080.05 392.62 1082 392.74 1082.06 396.86 1084 402.78 1084.89 407.32 1085.55 410.34 1086 412.55 1086.42 420.56 1088 428.92 1089.7 431.06 1090 433.69 1090 449.47 1090.02 451.42 1090.02 451.54 1090.02 451.56 1090.02 465.96 1091.9 465.97 1091.9 466.48 1092 470.08 1092.15 488.54 1092.91 515.04 1094 515.07 1094 515.19 1094 518.2 1094 519.37 1094 520.21 1094 521.33 1094 521.38 1094 521.9 1094.06 523 1094.19 530.3 1095.12 0.06 311.65.035 338.78.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 311.65 338.78 108.05 108.05 108.05.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 296.74 1062 F Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 182 228 1070 398 434 1094 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 5952.13 INPUT Description: Station Elevation Data num= 142 0 1068.36 4.63 1068 8.54 1067.7 9.63 1067.63 17.82 1067.05 26.34 1066.37 29.35 1066.13 30.94 1066 50.69 1064.59 57.61 1064 61.48 1063.72 63.77 1063.54 64.02 1063.52 70.56 1063.05 70.71 1063.04 70.98 1063.04 74.78 1062.73 75.61 1062.76 83.84 1062.58 96.93 1062.02 97.07 1062.01 97.27 1062 97.44 1061.97 109.14 1060 116.27 1058.51 118.77 1058 120.31 1057.83 127.61 1057.26 130.6 1057.16 138.23 1056.67 142.13 1056.51 143.68 1056.4 151.77 1056.19 157.89 1056 163.95 1055.98 165.38 1055.97 173.79 1055.89 181.23 1055.8 189.67 1055.9 196.8 1056 203.35 1056.02 206.95 1056.02 207.8 1056.02 208.78 1056.02 211.56 1056.01 215.03 1056.01 216.77 1056.01 220.32 1056.01 222.46 1056 223.43 1056 225.74 1056.01 227.73 1056.01 227.75 1056.01 227.82 1056.01 238.92 1056 243.54 1056.21 249.5 1056.46 253.94 1056.61 259.5 1056.69 260.56 1056.74 266.82 1057.36 272.57 1057.96 272.99 1057.96 273.4 1057.97 273.94 1057.97 280.37 1057.97 280.53 1057.97 286.77 1058 287.1 1058 311.06 1058.91 321.92 1059.31 339.27 1060 357.98 1061.1 365.53 1061.28 373.14 1061.1 377.14 1061.74 378.75 1061.58 382.78 1061.53 383.78 1061.32 384.64 1061.14 387.5 1060 392.52 1058.06 392.67 1058 393.11 1058 400 1058 406.32 1058 408.04 1058.62 412.39 1060 413.84 1060.16 421.8 1062 424.48 1063.24 426.21 1064 430.44 1065.89 430.64 1066 430.89 1066.09 435.4 1068 443.8 1069.64 445.71 1070 448.41 1070.61 454.77 1072 456.16 1072.71 458.98 1074 460.55 1074.76 463.27 1076 465.24 1076.91 467.64 1078 468.61 1078.47 470.69 1079.22 471.75 1079.59 473.63 1080 474.86 1080.2 475.31 1080.27 480.6 1080.86 484.06 1080.89 484.55 1080.93 486.94 1081.23 490.67 1081.54 493.44 1082 496.98 1082.37 498.68 1082.47 504.89 1083.17 508.88 1083.6 514.09 1084 519.08 1084.5 522.01 1084.95 523.6 1085.24 524.7 1085.5 525.29 1085.71 526.07 1086 531.29 1087.66 532.5 1088 540.16 1089.53 542.89 1090 547.58 1090.85 554.87 1092 567.7 1092.48 570.64 1092.59 573.12 1092.69 577.7 1092.86 592.31 1093.48 593.2 1093.52 600 1093.8 0.06 387.5.035 412.39.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 387.5 412.39 227.61 227.61 227.61.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 377.14 1061.74 F Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 84 142 1072 256 309 1067 490 525 1095 CROSS SECTION RIVER: Long Run-Jacktow

REACH: Long Run-Jacktow RS: 5724.52 INPUT Description: Station Elevation Data num= 128 0 1075.92 14.2 1075.46 25.43 1075.19 35.34 1074.57 37.83 1074.48 43.07 1074 47.98 1073.32 55.63 1072 75.3 1070.74 78.86 1070.54 88.32 1070 104.62 1069.06 112.42 1068.62 123.16 1068 123.37 1068 123.59 1068 123.65 1068 129.81 1066.84 134.22 1066 134.31 1066 136.29 1065.86 138.27 1065.71 157.2 1064.36 162.17 1064 162.24 1064 163.58 1063.89 166.64 1063.64 167.34 1063.61 183.07 1062.6 184.01 1062.56 187.4 1062.39 188.73 1062.35 189.84 1062.32 192.3 1062.32 209.91 1062.59 219.92 1062.5 231.69 1062.34 234.02 1062.35 236.5 1062.29 243.85 1062.04 244.98 1062 253.71 1060.84 257.51 1060.31 260.32 1060 274.76 1058.21 276.37 1058 279.15 1057.65 283.71 1057.08 290.85 1056.17 291.94 1056 297.37 1055.29 309.22 1054 310.29 1053.98 325.73 1053.45 340.04 1052.94 365.87 1052 370.73 1050.24 371.49 1050 372.63 1049.97 375.19 1049.93 377.39 1049.88 377.55 1049.89 379.12 1049.92 383.33 1049.95 383.62 1050 384.5 1050.18 394.11 1052 395.65 1052.07 396.3 1052.09 404.56 1053.51 407.47 1054 407.58 1054.01 408.07 1054.01 408.46 1054.01 412.2 1054.06 414.03 1054.08 431.65 1054.69 440.64 1055.19 452.9 1055.95 454.59 1055.95 457.68 1055.99 458.18 1056 459.42 1056.23 468.59 1058 470.33 1058.65 472.74 1059.21 477.2 1060 478.71 1060.18 482.41 1060.62 491.29 1061.66 495.3 1062 500.08 1062.53 500.38 1062.55 503.28 1062.83 503.9 1062.81 509.23 1063.05 520.04 1063.95 521.31 1064 521.78 1064.2 526.3 1066 529.09 1067.48 530.13 1068 531.33 1068.64 534.22 1070 537.76 1071.68 538.37 1072 539.33 1072.42 539.4 1072.46 539.44 1072.48 539.48 1072.49 540.94 1073.04 543.3 1073.61 545.63 1074 551.66 1074.31 556.48 1075.09 560.91 1075.7 561.56 1075.76 564.73 1076 565.11 1076.03 565.52 1076.04 566.52 1076.06 567.12 1076.06 568.38 1076.06 569.01 1076.07 569.89 1076.06 572.84 1076 573.93 1075.98 575.19 1075.96 0.06 365.87.035 394.11.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 365.87 394.11 56.42 56.42 56.42.1.3 Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 187 237 1072 452 510 1074 536 575.19 1085 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 5668.1 INPUT Description: Station Elevation Data num= 106 0 1073.95 1.8 1073.78 14.56 1072 20.55 1071.95 25.35 1071.93 32.84 1071.98 34.74 1072 38.66 1072.02 46.24 1072.06 47.69 1072.07 48.63 1072.07 59.18 1072.07 80.38 1072 81.53 1071.96 83.05 1071.83 107.01 1070 108.05 1069.9 111.9 1069.61 112.56 1069.63 113.02 1069.65 113.43 1069.67 115.26 1069.67 116.09 1069.65 117.03 1069.63 121.49 1069.38 145.31 1068.25 158.16 1068.17 165.84 1068.09 172.83 1068.08 173 1068.08 173.16 1068.08 175.12 1068.05 177.14 1068 179.71 1067.66 186.55 1066 192.74 1064.29 193.93 1064 198.98 1062.73 212.07 1062.61 232.12 1062.01 232.39 1062 232.55 1061.99 232.61 1061.99 232.62 1061.99 232.93 1061.96 244.61 1060.91 253.31 1060 257.62 1059.28 267.18 1058 270.77 1056.8 273.25 1056 278.81 1054.13 279.22 1054 303.84 1052.84 322.05 1052 331.56 1050.65 334.3 1050 336.55 1048.77 337.53 1048 341.31 1048 341.55 1048 345.87 1048 348.85 1049.43 350.04 1050 351.08 1050.52 351.39 1050.69 351.56 1050.77 354.24 1052 357.54 1052.37 372.47 1053.91 372.71 1053.93 372.84 1053.95 373.34 1054 373.85 1054.05 392.89 1056 396.82 1056.44 411.7 1058 413.9 1058.3 424.09 1060 431.13 1061.18 434.71 1062 441.71 1062.86 449.92 1064 469.8 1065.82 470.08 1065.84 471.29 1066 471.76 1066.06 474.7 1066.5 476.24 1066.71 477.41 1066.87 482.14 1067.43 484.18 1067.55 486.21 1068 490.49 1068.81 493.2 1069.46 494.76 1070 498.45 1070.94 503.14 1072 515.4 1073.29 521.33 1074 521.36 1074 523.34 1074.18 525.35 1074.3 530.65 1074.59 539.26 1075.18 541.55 1075.35 0.06 331.56.035 351.08.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

331.56 351.08 87.81 87.81 87.81.1.3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 41 86 1082 129 182 1078 CULVERT RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 5625 INPUT Description: Distance from Upstream XS = 32 Deck/Roadway Width = 22 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 274 1054 307 1053 340 1054 354 1054 370 1056 434.71 1062 Upstream Bridge Cross Section Data Station Elevation Data num= 106 0 1073.95 1.8 1073.78 14.56 1072 20.55 1071.95 25.35 1071.93 32.84 1071.98 34.74 1072 38.66 1072.02 46.24 1072.06 47.69 1072.07 48.63 1072.07 59.18 1072.07 80.38 1072 81.53 1071.96 83.05 1071.83 107.01 1070 108.05 1069.9 111.9 1069.61 112.56 1069.63 113.02 1069.65 113.43 1069.67 115.26 1069.67 116.09 1069.65 117.03 1069.63 121.49 1069.38 145.31 1068.25 158.16 1068.17 165.84 1068.09 172.83 1068.08 173 1068.08 173.16 1068.08 175.12 1068.05 177.14 1068 179.71 1067.66 186.55 1066 192.74 1064.29 193.93 1064 198.98 1062.73 212.07 1062.61 232.12 1062.01 232.39 1062 232.55 1061.99 232.61 1061.99 232.62 1061.99 232.93 1061.96 244.61 1060.91 253.31 1060 257.62 1059.28 267.18 1058 270.77 1056.8 273.25 1056 278.81 1054.13 279.22 1054 303.84 1052.84 322.05 1052 331.56 1050.65 334.3 1050 336.55 1048.77 337.53 1048 341.31 1048 341.55 1048 345.87 1048 348.85 1049.43 350.04 1050 351.08 1050.52 351.39 1050.69 351.56 1050.77 354.24 1052 357.54 1052.37 372.47 1053.91 372.71 1053.93 372.84 1053.95 373.34 1054 373.85 1054.05 392.89 1056 396.82 1056.44 411.7 1058 413.9 1058.3 424.09 1060 431.13 1061.18 434.71 1062 441.71 1062.86 449.92 1064 469.8 1065.82 470.08 1065.84 471.29 1066 471.76 1066.06 474.7 1066.5 476.24 1066.71 477.41 1066.87 482.14 1067.43 484.18 1067.55 486.21 1068 490.49 1068.81 493.2 1069.46 494.76 1070 498.45 1070.94 503.14 1072 515.4 1073.29 521.33 1074 521.36 1074 523.34 1074.18 525.35 1074.3 530.65 1074.59 539.26 1075.18 541.55 1075.35 0.06 331.56.035 351.08.06 Bank Sta: Left Right Coeff Contr. Expan. 331.56 351.08.1.3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 41 86 1082 129 182 1078 Downstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 186.94 1057.47 274 1054 307 1053 340 1053.23 354 1054 370 1056 Downstream Bridge Cross Section Data Station Elevation Data num= 111 0 1074 1.89 1073.99 4.43 1073.7 7.12 1073.44 8.52 1073.25 12.47 1072.73 17.86 1072 27.85 1071.06 31.75 1071.06 44.81 1070.25 54.11 1070.22 56.85 1070.23 60.08 1070.25 73.65 1070.07 77.83 1070 78.76 1069.84 86.39 1068 89.57 1067.3 94.93 1066 109.07 1064.74 119.29 1064 131.6 1062.67 138.66 1062.11 140.91 1062 149.49 1061.48 152.78 1061.24 167.86 1060 173.01 1059.2 182.69 1058 186.94 1057.47 198.11 1056 208.04 1054.66 213.13 1054 221.31 1052.81 224.3 1052.41 225.12 1052.28 226.08 1052.14 226.7 1052 246.68 1050.82 249.48 1050.72 252.39 1050.57 254.35 1050.48 254.64 1050.47 264.81 1050.04 266.83 1050.05 274.15 1050.02 276.65 1050 276.87 1050 277.11 1050 277.17 1049.99 278.49 1049.66 286.05 1048 288.46 1047.52 289.1 1047.37 291.76 1046.47 293.17 1046 294.58 1045.97 295.4 1045.92 295.72 1045.93 296.75 1046 297.67 1046.54 300.28 1048 301.64 1048.79 304.04 1050 309.11 1052 309.12 1052 309.13 1052 311.67 1052.48 313.26 1052.74 315.96 1053.02

330.36 1054 337 1054.63 348.39 1056 349.62 1056.15 350.38 1056.37 354.75 1058 360.16 1058.69 372.31 1060 373.19 1060.19 380.19 1062 384.28 1062.63 387.89 1063.09 391.9 1064 404.82 1065.59 408.74 1066 418.64 1067.28 420.2 1067.5 422.39 1067.8 423.23 1067.92 423.58 1068 423.78 1068.01 424.67 1068.06 426.2 1068.19 430.3 1068.55 434.24 1068.88 446.59 1070 449.05 1070.27 449.12 1070.28 453.12 1070.73 461.06 1072 463.49 1073.04 467.19 1074 468.27 1074.58 472.3 1075.15 475.16 1075.72 482.04 1076 485.42 1076.12 485.63 1076.13 485.9 1076.16 486.61 1076.21 491.76 1076.85 0.06 286.05.035 300.28.06 Bank Sta: Left Right Coeff Contr. Expan. 286.05 300.28.1.3 Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 34 91 1081 145 173 1071 386 435 1078 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow =.98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Ellipse 6 8 FHWA Chart # 29- Horizontal Ellipse; Concrete FHWA Scale # 1 - Square edge with headwall Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 20 46.24.24 0.8 1 Upstream Elevation = 1047.53 Centerline Station = 341.55 Downstream Elevation = 1046.44 Centerline Station = 294.58 CULVERT OUTPUT Profile #PF 1 Culv Group: Culvert #1 Q Culv Group (cfs) 91.23 Culv Full Len (ft) 36.44 # Barrels 1 Culv Vel US (ft/s) 2.42 Q Barrel (cfs) 91.23 Culv Vel DS (ft/s) 2.49 E.G. US. (ft) 1055.56 Culv Inv El Up (ft) 1047.53 W.S. US. (ft) 1055.43 Culv Inv El Dn (ft) 1046.44 E.G. DS (ft) 1052.13 Culv Frctn Ls (ft) 3.36 W.S. DS (ft) 1051.05 Culv Exit Loss (ft) 0.00 Delta EG (ft) 3.43 Culv Entr Loss (ft) 0.07 Delta WS (ft) 4.39 Q Weir (cfs) 568.77 E.G. IC (ft) 1054.90 Weir Sta Lft (ft) 274.62 E.G. OC (ft) 1055.56 Weir Sta Rgt (ft) 366.31 Culvert Control Outlet Weir Submerg 0.00 Culv WS Inlet (ft) 1053.53 Weir Max Depth (ft) 2.54 Culv WS Outlet (ft) 1052.03 Weir Avg Depth (ft) 1.74 Culv Nml Depth (ft) 6.00 Weir Flow Area (sq ft) 159.96 Culv Crt Depth (ft) 2.21 Min El Weir Flow (ft) 1053.01 Warning: During subcritical analysis, with the exit loss set =1.0, the projected WSEL in culvert has a lower energy than the downstream energy. Most likely, the downstream cross section blocks part of the culvert or the ineffective area is set too far in. Instead of projecting the WSEL, the program did an energy balance to get the WSEL inside the culvert at the downstream end. Note: The normal depth exceeds the height of the culvert. The program assumes that the normal depth is equal to the height of the culvert. CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 5580.29 INPUT

Description: Station Elevation Data num= 111 0 1074 1.89 1073.99 4.43 1073.7 7.12 1073.44 8.52 1073.25 12.47 1072.73 17.86 1072 27.85 1071.06 31.75 1071.06 44.81 1070.25 54.11 1070.22 56.85 1070.23 60.08 1070.25 73.65 1070.07 77.83 1070 78.76 1069.84 86.39 1068 89.57 1067.3 94.93 1066 109.07 1064.74 119.29 1064 131.6 1062.67 138.66 1062.11 140.91 1062 149.49 1061.48 152.78 1061.24 167.86 1060 173.01 1059.2 182.69 1058 186.94 1057.47 198.11 1056 208.04 1054.66 213.13 1054 221.31 1052.81 224.3 1052.41 225.12 1052.28 226.08 1052.14 226.7 1052 246.68 1050.82 249.48 1050.72 252.39 1050.57 254.35 1050.48 254.64 1050.47 264.81 1050.04 266.83 1050.05 274.15 1050.02 276.65 1050 276.87 1050 277.11 1050 277.17 1049.99 278.49 1049.66 286.05 1048 288.46 1047.52 289.1 1047.37 291.76 1046.47 293.17 1046 294.58 1045.97 295.4 1045.92 295.72 1045.93 296.75 1046 297.67 1046.54 300.28 1048 301.64 1048.79 304.04 1050 309.11 1052 309.12 1052 309.13 1052 311.67 1052.48 313.26 1052.74 315.96 1053.02 330.36 1054 337 1054.63 348.39 1056 349.62 1056.15 350.38 1056.37 354.75 1058 360.16 1058.69 372.31 1060 373.19 1060.19 380.19 1062 384.28 1062.63 387.89 1063.09 391.9 1064 404.82 1065.59 408.74 1066 418.64 1067.28 420.2 1067.5 422.39 1067.8 423.23 1067.92 423.58 1068 423.78 1068.01 424.67 1068.06 426.2 1068.19 430.3 1068.55 434.24 1068.88 446.59 1070 449.05 1070.27 449.12 1070.28 453.12 1070.73 461.06 1072 463.49 1073.04 467.19 1074 468.27 1074.58 472.3 1075.15 475.16 1075.72 482.04 1076 485.42 1076.12 485.63 1076.13 485.9 1076.16 486.61 1076.21 491.76 1076.85 0.06 286.05.035 300.28.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 286.05 300.28 131.56 131.56 131.56.1.3 Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 34 91 1081 145 173 1071 386 435 1078 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 5448.73 INPUT Description: Station Elevation Data num= 136 0 1077.03 3.08 1077.04 8.66 1077.16 22.56 1076.6 24.17 1076.48 33.44 1076 41.91 1075.43 52.91 1074 71.34 1073.73 76.67 1073.56 101.31 1073.11 102.24 1073.14 104.59 1073.14 115.85 1072.37 116.52 1072.35 117.71 1072.27 126.73 1072 129.47 1071.86 137.37 1071.25 142.88 1070.59 144.43 1070.4 147.36 1070 159.58 1068.38 162.6 1068 163.25 1067.88 164.16 1067.79 170.21 1067.01 174.33 1066.58 180.15 1066 183.66 1065.35 186.46 1064.87 187.45 1064.66 195 1064 203.63 1063.21 204.61 1062.91 208.87 1062 220.12 1060.57 224.59 1060 225.98 1059.78 234.26 1058.61 235.17 1058.44 237.71 1058 245.03 1056.83 248.93 1056 258.32 1054.49 261.25 1054 271.2 1052.35 273.43 1052 282.7 1050.61 284.7 1050.27 286.46 1050 286.51 1050 287.37 1049.94 287.59 1049.92 311.45 1048 316.93 1047.91 317.59 1047.9 318.62 1047.91 320.33 1047.94 321.86 1048 331.45 1048.01 334.07 1048.02 336.03 1048.01 339.1 1048.01 341.47 1048.01 343.99 1048 346.71 1048 350.23 1047.15 354.54 1046 357.16 1045.97 359.31 1045.97 360.72 1045.97 363.41 1045.98 364.2 1045.97 367.94 1046 368.6 1046 368.81 1046 375.53 1046.11 379.3 1046.2 383.04 1046.14 388.84 1046 392.17 1044.79 394.56 1044 400 1043.96 400.02 1043.96 401.46 1043.95 407.42 1043.99 408.31 1044 409.25 1044.28 409.57 1044.38 412.48 1045.29 414.7 1046 414.92 1046.1 418.54 1048 421.81 1049.56 422.66 1050 426.13 1050.42 437.68 1052 438.63 1052.1 454.5 1052.8 477.59 1053.9 478.67 1053.94 480.35 1054 480.86 1053.99 481.69 1053.99 482.94 1054 499.97 1054.94 501.39 1055.11 506.53 1055.69 507.84 1055.83 509.31 1056 509.58 1056.09 515.64 1058 516.8 1058.31 522.08 1060 523.49 1060.42 528.39 1062 532.86 1063.44 534.58 1064 535.72 1064.22 544.81 1066 545.38 1066.16 552.1 1068 559.5 1069.89 559.94 1070 560.37 1070.04 562.74 1070.26 579.04 1072 583.44 1073.03 587.52 1074 589.8 1074.97 592.3 1076 595.68 1077.35 597.04 1078 599.04 1078.35 600 1078.55 0.06 388.84.035 414.7.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

388.84 414.7 311.83 311.83 311.83.1.3 Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 0 24 1087 78 119 1083 450 504 1065 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 5136.9 INPUT Description: Station Elevation Data num= 103 0 1066.56 3.24 1066 16.02 1064.27 17.14 1064.13 18.05 1064.04 18.27 1064 25.81 1063.02 38.36 1062 40.78 1061.74 44.78 1061.39 51.28 1060.78 51.3 1060.77 56.7 1060 66.53 1058.69 69.52 1058.23 70.94 1058 72.34 1057.58 77.56 1056 87.51 1055.2 97.23 1054.99 104.64 1054.91 111.13 1054.5 111.79 1054.49 120.19 1054.18 122.77 1054 124.8 1053.84 128.06 1053.53 143.49 1052 158.42 1050.49 163.32 1050 164.9 1049.89 167.46 1049.66 179.44 1048.67 186.65 1048 217.83 1047.27 261.13 1046.09 267.9 1046.08 268.99 1046.08 273.19 1046.06 274.61 1046.06 276.56 1046.05 281.08 1046.03 287.61 1046 300.93 1044.74 305.87 1044 314.42 1042.78 318.32 1042 331.16 1041.96 349.48 1041.88 354.4 1041.9 358.89 1041.91 379.9 1042 381.37 1042 385.72 1042 392.94 1042 395.94 1040.91 396.16 1040.84 397.2 1040 398.28 1039.33 398.94 1039.42 400 1039.37 407.9 1039 412.9 1038.79 416.66 1039.07 435.86 1039.5 441.38 1039.71 443.78 1039.78 452.52 1039.98 453.85 1040 457.81 1040.24 467.02 1041.69 468.4 1041.89 469.07 1042 473.72 1042.76 481.24 1044 488.82 1045.55 490.87 1046 491.53 1046.21 497.23 1048 499.29 1048.56 504.16 1050 509.52 1051.05 514.35 1052 521.29 1053.05 527.37 1054 536.87 1055.47 540.28 1056 541.65 1056.08 550.63 1057.58 552.28 1057.83 552.37 1057.85 552.99 1058 553.97 1058.16 555.99 1058.43 564.77 1059.51 566.78 1059.8 568.41 1060 569.6 1060.24 579.9 1062 585.25 1062.81 594.25 1064 599.79 1064.7 600 1064.73 0.06 398.28.035 435.86.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 398.28 435.86 335.36 335.36 335.36.1.3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 65 110 1068 276 305 1056 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 4801.54 INPUT Description: Station Elevation Data num= 173 0 1071.74 6.57 1071.63 7.99 1071.64 10.45 1071.56 14.13 1071.68 29.93 1071.27 30.49 1071.28 31.05 1071.28 34.86 1071.16 42.53 1071.23 53.69 1071.69 57.11 1071.62 58.29 1071.85 59.24 1072 68.77 1072 70.35 1072 73.99 1071.31 82.94 1070 91.66 1068.36 93.84 1068 101.62 1066.6 104.1 1066.24 105.25 1066.14 105.98 1066 109.62 1065.08 112.53 1064.44 116.74 1064 119.75 1063.8 119.99 1063.75 120.11 1063.73 120.42 1063.72 120.57 1063.72 130.36 1062.94 134.02 1062.84 135.35 1062.69 139.38 1062.01 139.48 1062 143.35 1061.35 143.93 1061.3 146.02 1061.21 147.91 1060.97 152.71 1060.21 153.96 1060.05 154.14 1060 162.03 1058.04 162.16 1058 166.36 1057.68 171.18 1057.46 176.07 1057.33 176.28 1057.32 178.19 1057.36 180.81 1057.31 183.98 1057.23 184.57 1057.2 184.87 1057.19 195.68 1056.68 200.92 1056.47 204.05 1056.41 207.28 1056.06 207.4 1056.06 208.36 1056.02 208.98 1056.01 209 1056.01 209.2 1056.01 209.6 1056 210.09 1055.85 216.33 1054 220.25 1053.19 223.9 1052.57 227.6 1052 231.59 1051.64 239.88 1051.22 247.32 1050 250.47 1049.63 251.8 1049.64 252.64 1049.64 253.68 1049.56 254.62 1049.49 258.29 1049.37 267.46 1048.94 270.7 1048.83 285.63 1048.17 286.02 1048.15 288.44 1048 292.3 1046.37 293.15 1046 295.9 1044.8 297.78 1044 300.81 1042.69 302.37 1042 304.9 1041.6 305.42 1041.53 306.32 1041.4 315.68 1040 322.28 1038.51 324.59 1038 327.33 1037.76 328.06 1037.7 332.04 1037.39 346.28 1036 350.92 1035.86 359.99 1035.81 378.03 1035.07 392.93 1034.66 393 1033.5 396.5 1033.5 399 1033.6 400 1034.54 423.07 1034.24 431.37 1034.08 437.15 1034.06 446.33 1034 447.14 1033.99 448.54 1033.99 458.75 1033.98 484.32 1034 497.37 1034.18 498.71 1034.21 499.01 1034.22 499.35 1034.24

501.22 1034.32 502.87 1034.38 516.44 1034.69 522.59 1034.74 527.46 1034.93 531.2 1034.94 538.24 1035.01 545.18 1035.31 547.88 1035.43 549.94 1035.47 553.02 1035.59 563.11 1036 567.74 1036.35 573.21 1036.69 575.08 1036.81 583.54 1037.45 587.35 1037.78 590.77 1038 595.36 1038.6 595.77 1038.68 600.58 1040 602.82 1040.74 607.44 1042 610.22 1042.78 613.53 1044 622.04 1045.97 622.15 1046 622.16 1046 622.45 1046.06 632.1 1048 643.17 1049.8 644.46 1050 644.53 1050 644.69 1050 644.74 1050 644.93 1050 645.26 1050 646.77 1050.11 650.21 1050.35 651.82 1050.44 657.37 1050.8 669.84 1051.53 670.98 1051.56 674.68 1052 678 1052.5 683.76 1052.62 688.83 1052.68 692.1 1052.79 696.18 1053.26 698.51 1053.23 698.86 1053.28 699.52 1053.35 700 1053.4 0.06 392.93.035 400.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 392.93 400 143.73 143.73 143.73.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 400 700 1034.54 F Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 67 93 1082 247 272 1060 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 4657.81 INPUT Description: Station Elevation Data num= 138 0 1086.07.79 1086.06 8.42 1086 16.12 1084.02 16.18 1084 16.2 1083.99 16.22 1083.99 20.83 1082 31.01 1081.07 41.86 1080 43.76 1079.07 46.14 1078 47.85 1077.19 51.14 1076 95.85 1074.33 104.01 1074.01 104.33 1074.01 104.57 1074 104.68 1074 104.99 1074 116.85 1072.9 120.26 1072.5 124.4 1072 129.31 1071.09 135.62 1070 143.75 1068.59 147.07 1068 149.22 1067.71 161.74 1066 162.76 1065.87 176.67 1064 200.25 1062.59 211.5 1062 221.17 1060.65 225.93 1060 228.88 1059.6 239.59 1058 240.28 1057.9 240.65 1057.9 241.03 1057.95 241.87 1058 244.55 1058.03 248.44 1058.04 248.67 1058.04 248.94 1058.04 256.31 1058 260.72 1056.92 264.04 1056 268.35 1054.92 272.26 1054 275.82 1053.16 280.46 1052.07 280.75 1052 290.67 1050.21 291.29 1050.1 292.21 1050 311.22 1048.17 312.17 1048 314.26 1047.44 320.25 1046 325.08 1044.91 329.94 1044 344.77 1042.83 354.61 1042 359.47 1040.18 359.97 1040 360.6 1039.56 362.67 1038 370.91 1037.15 375.32 1036.69 381.42 1036 383.78 1035.72 400 1034.03 400.35 1034 400.94 1033 401.5 1033 401.83 1033.94 402.21 1033.95 416.05 1033.57 429.07 1033.45 437.25 1033.28 449.48 1033.02 461.66 1032.81 469.85 1032.68 475.85 1032.6 480.69 1032.55 492.83 1032.51 504.03 1032.51 506.52 1032.52 512.96 1032.55 514.94 1032.55 519.14 1032.57 525.82 1032.63 534.07 1032.71 546.72 1032.89 569.18 1033.25 575.27 1033.37 594.79 1033.63 616.56 1033.96 619.81 1033.96 622.7 1033.96 623.7 1033.96 626.84 1033.96 631.85 1033.96 634.13 1033.96 638 1033.96 644.58 1033.95 651.11 1033.96 660.75 1033.97 667.42 1033.97 668.74 1033.98 670.5 1033.98 672.13 1033.98 672.62 1033.98 673.48 1033.99 674.34 1033.99 675.96 1033.99 676.09 1033.99 676.26 1034 681.11 1035.2 687.21 1035.76 689.95 1036 699.12 1037.18 701.23 1037.5 703.55 1038 708.24 1038.9 714.73 1039.63 716.57 1039.87 717.26 1039.97 717.43 1040 717.91 1040.15 723.22 1042 728.96 1043.01 734.17 1044 745.15 1045.93 745.53 1046 746.86 1046.24 751.62 1047.11 0.06 400.035 402.21.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 400 402.21 96.16 96.16 96.16.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 402.21 751.62 1033.95 F Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 61 99 1084 249 290 1068 CROSS SECTION RIVER: Long Run-Jacktow

REACH: Long Run-Jacktow RS: 4561.65 INPUT Description: Station Elevation Data num= 128 0 1074.52 1.17 1074.3 2.52 1074 12.57 1073.28 13.51 1073.22 14.36 1073.16 34.65 1072 35.3 1071.95 36.1 1071.77 39.55 1071 43.58 1070.12 44.23 1070 44.34 1069.99 47.79 1069.94 52.88 1069.85 55.9 1069.89 59.99 1069.94 62.78 1070 71.61 1071.74 72.93 1072 73.15 1072.02 78.24 1072.19 83.15 1072.03 83.5 1072.05 83.71 1072.05 84.33 1072 91.7 1071.13 94.59 1070.63 98.12 1070 100.68 1069.58 110.31 1068 120.31 1066.49 123.37 1066 134.25 1064.37 135.79 1064.24 137.61 1064.07 138.23 1064 156.47 1062.21 158.14 1062 179.13 1060.88 182.09 1060.73 193.3 1060 200.83 1058.64 204.16 1058 210.75 1056.9 211.26 1056.85 211.71 1056.8 217.12 1056.52 225.48 1056 225.84 1055.97 226.14 1055.94 236.4 1054.88 241.54 1054.4 245.56 1054 258.05 1052.56 264.2 1052 288.14 1050.23 291.21 1050 292.1 1049.85 298.3 1048.78 302.49 1048.06 302.77 1048 303 1047.95 303.54 1047.84 311.71 1046 313.72 1045.53 320.66 1044 325.81 1043.39 333.21 1042 340.9 1040.81 346.37 1040 362.51 1038.4 366.15 1038 369.93 1036.71 372.38 1036 379.66 1035.1 390.81 1034 400 1032.25 401.3 1032 401.31 1032 405.07 1032 407.18 1032.02 408.12 1032.03 421.56 1032.14 434.45 1032.03 437.97 1032 438.26 1032 438.28 1032 469.72 1031.99 481.08 1031.98 491.04 1031.98 495.41 1031.97 497.51 1031.98 543.48 1032 608.46 1033.14 651.32 1034 652.86 1034.01 680.47 1034.55 713.53 1035.14 735.59 1035.61 751.8 1035.99 752.85 1035.99 752.98 1035.99 753.02 1035.99 755.26 1035.99 756.46 1036 764.54 1036.62 774.52 1038 780.12 1039.33 782.46 1040 788.91 1041.92 789.16 1042 812.78 1043.81 813.87 1043.89 814.3 1043.92 815.14 1043.98 815.68 1043.97 819.33 1043.94 819.92 1043.93 825.44 1043.81 825.73 1043.8 826.02 1043.8 829.1 1043.87 829.92 1043.88 831.33 1043.92 831.95 1043.94 834.54 1044 834.59 1044 0.06 390.81.035 421.56.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 390.81 421.56 41.52 41.52 41.52.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 421.56 834.59 1032.14 F Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 35 64 1081 225 257 1065 292 320 1059 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 4520.13 INPUT Description: Station Elevation Data num= 139 0 1071.97.4 1071.97 5.23 1071.54 7.02 1071.42 15.11 1070.71 21.27 1070.21 21.72 1070.18 25.06 1070 43.45 1068.69 48.76 1068 55.65 1067.41 60.43 1067.22 64.27 1067.13 67.05 1067.2 72.6 1066.76 73.49 1066.77 74.08 1066.76 84.53 1066.33 87.18 1066.2 91.04 1066 96.4 1065.73 104.37 1065.27 110.82 1064.9 116.27 1064.18 116.64 1064.13 118.14 1064 118.45 1063.98 119.38 1063.97 128.69 1063.21 134.8 1062.78 143.4 1062 149.14 1060.73 151.13 1060.27 160.95 1060.08 161.11 1060.06 161.21 1060.05 161.36 1060.04 163.33 1060.01 170.55 1060.06 172.68 1060.05 176.6 1060.04 179.55 1060.02 182.68 1060 185.45 1059.27 185.71 1059.17 188.93 1058 195.14 1056.44 196.77 1056 198.94 1055.76 228.66 1054 228.92 1053.98 228.97 1053.98 229.02 1053.97 229.05 1053.97 233.79 1053.71 258.77 1052 264.59 1051.14 268.61 1050.64 276.8 1050 285.16 1049.08 287.81 1048.78 292.72 1048 295.92 1047.49 299.02 1046.7 302.02 1046 305.73 1045.1 310.76 1044 317.99 1042.46 320.73 1042 323.24 1041.34 325.61 1040.78 329.12 1040 343.33 1038.78 351.21 1038.35 355.01 1038 370.63 1036.07 371.1 1036 385.38 1034.22 386.34 1034.11 386.91 1034 387.7 1033.87 393.89 1032 400 1032 406.32 1032 406.47 1032 406.92 1032.02 415.13 1032.37 415.5 1032.36 423.74 1032 423.82 1032 423.95 1032 481.05 1031.96 484 1031.96 487.16 1031.96 539.85 1031.99 541.78 1032 549.55 1032 549.75 1032 551.03 1032.01 568.11 1032.35 618.99 1033.06 624.64 1033.18 661.52 1034 663.47 1034.04 663.78 1034.05 666.4 1034.11 740.74 1035.99 742.83 1036 747.52 1036.82 754.76 1038 756.54 1038.15 757.23 1038.25 762.64 1039.21 766.69 1039.82 767.41 1040 768.74 1040.03 769.51 1040.07 770.67 1040.09 773.09 1040.57 780.27 1041.08 787.36 1041.66 791.22 1041.94 791.91 1042 793.7 1042.33 794.81 1042.34

800.9 1042.91 801.73 1042.94 808.68 1043.39 809.09 1043.44 813.77 1043.92 815.31 1043.92 817.41 1043.95 818.06 1043.98 819.7 1043.98 819.88 1043.99 820.55 1044 823.15 1044.38 825.9 1044.59 840.58 1045.69 0.06 385.38.035 415.13.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 385.38 415.13 82.4 82.4 82.4.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 415.13 840.58 1032.37 F Blocked Obstructions num= 1 Sta L Sta R Elev 214 252 1064 CULVERT RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 4496 INPUT Description: Distance from Upstream XS = 19 Deck/Roadway Width = 12 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 3 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 380.86 1034.81 397 1034.76 406.32 1032 Upstream Bridge Cross Section Data Station Elevation Data num= 139 0 1071.97.4 1071.97 5.23 1071.54 7.02 1071.42 15.11 1070.71 21.27 1070.21 21.72 1070.18 25.06 1070 43.45 1068.69 48.76 1068 55.65 1067.41 60.43 1067.22 64.27 1067.13 67.05 1067.2 72.6 1066.76 73.49 1066.77 74.08 1066.76 84.53 1066.33 87.18 1066.2 91.04 1066 96.4 1065.73 104.37 1065.27 110.82 1064.9 116.27 1064.18 116.64 1064.13 118.14 1064 118.45 1063.98 119.38 1063.97 128.69 1063.21 134.8 1062.78 143.4 1062 149.14 1060.73 151.13 1060.27 160.95 1060.08 161.11 1060.06 161.21 1060.05 161.36 1060.04 163.33 1060.01 170.55 1060.06 172.68 1060.05 176.6 1060.04 179.55 1060.02 182.68 1060 185.45 1059.27 185.71 1059.17 188.93 1058 195.14 1056.44 196.77 1056 198.94 1055.76 228.66 1054 228.92 1053.98 228.97 1053.98 229.02 1053.97 229.05 1053.97 233.79 1053.71 258.77 1052 264.59 1051.14 268.61 1050.64 276.8 1050 285.16 1049.08 287.81 1048.78 292.72 1048 295.92 1047.49 299.02 1046.7 302.02 1046 305.73 1045.1 310.76 1044 317.99 1042.46 320.73 1042 323.24 1041.34 325.61 1040.78 329.12 1040 343.33 1038.78 351.21 1038.35 355.01 1038 370.63 1036.07 371.1 1036 385.38 1034.22 386.34 1034.11 386.91 1034 387.7 1033.87 393.89 1032 400 1032 406.32 1032 406.47 1032 406.92 1032.02 415.13 1032.37 415.5 1032.36 423.74 1032 423.82 1032 423.95 1032 481.05 1031.96 484 1031.96 487.16 1031.96 539.85 1031.99 541.78 1032 549.55 1032 549.75 1032 551.03 1032.01 568.11 1032.35 618.99 1033.06 624.64 1033.18 661.52 1034 663.47 1034.04 663.78 1034.05 666.4 1034.11 740.74 1035.99 742.83 1036 747.52 1036.82 754.76 1038 756.54 1038.15 757.23 1038.25 762.64 1039.21 766.69 1039.82 767.41 1040 768.74 1040.03 769.51 1040.07 770.67 1040.09 773.09 1040.57 780.27 1041.08 787.36 1041.66 791.22 1041.94 791.91 1042 793.7 1042.33 794.81 1042.34 800.9 1042.91 801.73 1042.94 808.68 1043.39 809.09 1043.44 813.77 1043.92 815.31 1043.92 817.41 1043.95 818.06 1043.98 819.7 1043.98 819.88 1043.99 820.55 1044 823.15 1044.38 825.9 1044.59 840.58 1045.69 0.06 385.38.035 415.13.06 Bank Sta: Left Right Coeff Contr. Expan. 385.38 415.13.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 415.13 840.58 1032.37 F Blocked Obstructions num= 1 Sta L Sta R Elev 214 252 1064 Downstream Deck/Roadway Coordinates num= 3 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord

380.86 1034.81 400 1034.76 406.32 1032 Downstream Bridge Cross Section Data Station Elevation Data num= 138 0 1067.11 8 1066.7 9.77 1066.5 14.65 1066.24 22.91 1065.15 26.17 1065.04 29.81 1065.01 38.57 1064.78 41.21 1064.72 41.88 1064.61 47.7 1064.14 49.98 1064.1 56.01 1064.02 63.99 1063.76 74.03 1063.15 80.41 1062.68 81.26 1062.62 82.53 1062.53 94.61 1061.64 100.86 1061.15 108.43 1059.98 109.85 1059.91 111.06 1059.86 121.06 1059.73 134.48 1059.42 135.35 1059.38 139.68 1059.15 145.63 1057.94 149.19 1057.15 156.34 1055.92 160.21 1055.15 174.46 1053.27 175.45 1053.15 175.88 1053.03 182.29 1051.49 184.32 1051.15 188.53 1050.96 191.87 1050.87 193.26 1050.87 198.69 1050.35 207.17 1049.72 217.05 1049.15 218.57 1048.85 226.14 1047.15 227.83 1046.8 235.09 1045.15 236.65 1045 237.99 1044.89 257.4 1043.15 267.39 1042.45 275.04 1041.99 284.68 1041.15 308.18 1039.3 310.16 1039.15 310.7 1039.1 310.99 1039.08 311.29 1039.06 311.9 1039.02 324.71 1038 333.52 1037.31 334.99 1037.2 335.73 1037.15 366.48 1036.04 371.5 1035.89 379.2 1035.53 385.54 1035.18 387.22 1035.18 387.57 1035.18 388.2 1035.17 389.03 1035.16 389.64 1035.16 390.44 1035.15 392.88 1033.29 393.08 1033.15 393.3 1033.07 393.93 1032.77 396.73 1031.33 397.84 1031.28 398.39 1031.31 398.8 1031.39 399.66 1031.41 400 1031.41 401.83 1031.42 403.58 1031.56 412.69 1031.97 419.3 1031.99 425.12 1031.83 446.49 1031.92 448.37 1031.87 457.31 1031.92 481.28 1031.77 498.24 1031.69 534.77 1031.8 544.33 1031.96 562.77 1032.4 579.55 1033.02 580.62 1033.03 581.65 1033.05 585.12 1033.15 588.66 1033.49 603.18 1034.42 616.75 1034.62 633.88 1035.1 639.19 1035.1 639.39 1035.1 639.76 1035.1 644.07 1035.15 659.65 1036.01 662.23 1036.18 663.52 1036.25 673.61 1037.01 674.54 1037.09 674.78 1037.09 676.49 1037.11 678.04 1037.12 680.19 1037.15 682.34 1037.62 685.94 1039.15 688.89 1040.01 694 1041.15 698.95 1042 701.4 1042.19 705.43 1042.56 707.74 1043.15 715.01 1044.96 715.99 1045.15 721.75 1046.19 727.04 1047.15 731.24 1048.31 736.01 1049.15 739.76 1050.1 746.41 1051.15 747.33 1051.37 748.28 1051.58 754.63 1052.37 758.56 1052.98 759.23 1053.15 760.31 1053.43 0.06 392.88.035 425.12.06 Bank Sta: Left Right Coeff Contr. Expan. 392.88 425.12.1.3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 396.35 1034.31 F 419.3 760.31 1031.99 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow =.98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Circular 3 FHWA Chart # 2 - Corrugated Metal Pipe Culvert FHWA Scale # 3 - Pipe projecting from fill Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 18 15.017.017 0.8 1 Upstream Elevation = 1031.66 Centerline Station = 393.89 Downstream Elevation = 1031.32 Centerline Station = 397.84 CULVERT OUTPUT Profile #PF 1 Culv Group: Culvert #1 Q Culv Group (cfs) 9.83 Culv Full Len (ft) # Barrels 1 Culv Vel US (ft/s) 3.10 Q Barrel (cfs) 9.83 Culv Vel DS (ft/s) 2.26 E.G. US. (ft) 1033.31 Culv Inv El Up (ft) 1031.66 W.S. US. (ft) 1033.14 Culv Inv El Dn (ft) 1031.32 E.G. DS (ft) 1033.17 Culv Frctn Ls (ft) 0.02 W.S. DS (ft) 1032.88 Culv Exit Loss (ft) 0.00 Delta EG (ft) 0.14 Culv Entr Loss (ft) 0.12 Delta WS (ft) 0.26 Q Weir (cfs) 650.17 E.G. IC (ft) 1033.30 Weir Sta Lft (ft) 402.03 E.G. OC (ft) 1033.31 Weir Sta Rgt (ft) 628.69

Culvert Control Outlet Weir Submerg 0.65 Culv WS Inlet (ft) 1033.04 Weir Max Depth (ft) 1.31 Culv WS Outlet (ft) 1033.09 Weir Avg Depth (ft) 1.03 Culv Nml Depth (ft) 0.72 Weir Flow Area (sq ft) 234.39 Culv Crt Depth (ft) 0.99 Min El Weir Flow (ft) 1032.01 Warning: During subcritical analysis, with the exit loss set =1.0, the projected WSEL in culvert has a lower energy than the downstream energy. Most likely, the downstream cross section blocks part of the culvert or the ineffective area is set too far in. Instead of projecting the WSEL, the program did an energy balance to get the WSEL inside the culvert at the downstream end. CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 4488.5 INPUT Description: Station Elevation Data num= 138 0 1067.11 8 1066.7 9.77 1066.5 14.65 1066.24 22.91 1065.15 26.17 1065.04 29.81 1065.01 38.57 1064.78 41.21 1064.72 41.88 1064.61 47.7 1064.14 49.98 1064.1 56.01 1064.02 63.99 1063.76 74.03 1063.15 80.41 1062.68 81.26 1062.62 82.53 1062.53 94.61 1061.64 100.86 1061.15 108.43 1059.98 109.85 1059.91 111.06 1059.86 121.06 1059.73 134.48 1059.42 135.35 1059.38 139.68 1059.15 145.63 1057.94 149.19 1057.15 156.34 1055.92 160.21 1055.15 174.46 1053.27 175.45 1053.15 175.88 1053.03 182.29 1051.49 184.32 1051.15 188.53 1050.96 191.87 1050.87 193.26 1050.87 198.69 1050.35 207.17 1049.72 217.05 1049.15 218.57 1048.85 226.14 1047.15 227.83 1046.8 235.09 1045.15 236.65 1045 237.99 1044.89 257.4 1043.15 267.39 1042.45 275.04 1041.99 284.68 1041.15 308.18 1039.3 310.16 1039.15 310.7 1039.1 310.99 1039.08 311.29 1039.06 311.9 1039.02 324.71 1038 333.52 1037.31 334.99 1037.2 335.73 1037.15 366.48 1036.04 371.5 1035.89 379.2 1035.53 385.54 1035.18 387.22 1035.18 387.57 1035.18 388.2 1035.17 389.03 1035.16 389.64 1035.16 390.44 1035.15 392.88 1033.29 393.08 1033.15 393.3 1033.07 393.93 1032.77 396.73 1031.33 397.84 1031.28 398.39 1031.31 398.8 1031.39 399.66 1031.41 400 1031.41 401.83 1031.42 403.58 1031.56 412.69 1031.97 419.3 1031.99 425.12 1031.83 446.49 1031.92 448.37 1031.87 457.31 1031.92 481.28 1031.77 498.24 1031.69 534.77 1031.8 544.33 1031.96 562.77 1032.4 579.55 1033.02 580.62 1033.03 581.65 1033.05 585.12 1033.15 588.66 1033.49 603.18 1034.42 616.75 1034.62 633.88 1035.1 639.19 1035.1 639.39 1035.1 639.76 1035.1 644.07 1035.15 659.65 1036.01 662.23 1036.18 663.52 1036.25 673.61 1037.01 674.54 1037.09 674.78 1037.09 676.49 1037.11 678.04 1037.12 680.19 1037.15 682.34 1037.62 685.94 1039.15 688.89 1040.01 694 1041.15 698.95 1042 701.4 1042.19 705.43 1042.56 707.74 1043.15 715.01 1044.96 715.99 1045.15 721.75 1046.19 727.04 1047.15 731.24 1048.31 736.01 1049.15 739.76 1050.1 746.41 1051.15 747.33 1051.37 748.28 1051.58 754.63 1052.37 758.56 1052.98 759.23 1053.15 760.31 1053.43 0.06 392.88.035 425.12.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 392.88 425.12 50.77 50.77 50.77.1.3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 396.35 1034.31 F 419.3 760.31 1031.99 F CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 4437.73 INPUT Description: Station Elevation Data num= 138 0 1065.96 8 1065.55 9.77 1065.35 14.65 1065.09 22.91 1064 26.17 1063.89 29.81 1063.86 38.57 1063.63 41.21 1063.57 41.88 1063.46 47.7 1062.99 49.98 1062.95 56.01 1062.87 63.99 1062.61 74.03 1062 80.41 1061.53 81.26 1061.47 82.53 1061.38 94.61 1060.49 100.86 1060 108.43 1058.83 109.85 1058.76 111.06 1058.71 121.06 1058.58 134.48 1058.27 135.35 1058.23 139.68 1058 145.63 1056.79 149.19 1056 156.34 1054.77

160.21 1054 174.46 1052.12 175.45 1052 175.88 1051.88 182.29 1050.34 184.32 1050 188.53 1049.81 191.87 1049.72 193.26 1049.72 198.69 1049.2 207.17 1048.57 217.05 1048 218.57 1047.7 226.14 1046 227.83 1045.65 235.09 1044 236.65 1043.85 237.99 1043.74 257.4 1042 267.39 1041.3 275.04 1040.84 284.68 1040 308.18 1038.15 310.16 1038 310.7 1037.95 310.99 1037.93 311.29 1037.91 311.9 1037.87 324.71 1036.85 333.52 1036.16 334.99 1036.05 335.73 1036 366.48 1034.89 371.5 1034.74 379.2 1034.38 385.54 1034.03 387.22 1034.03 387.57 1034.03 388.2 1034.02 389.03 1034.01 389.64 1034.01 390.44 1034 392.88 1032.14 393.08 1032 393.3 1031.92 393.93 1031.62 396.73 1030.18 397.84 1030.13 398.39 1030.16 398.8 1030.24 399.66 1030.26 400 1030.26 401.83 1030.27 403.58 1030.41 412.69 1030.82 419.3 1030.84 425.12 1030.68 446.49 1030.77 448.37 1030.72 457.31 1030.77 481.28 1030.62 498.24 1030.54 534.77 1030.65 544.33 1030.81 562.77 1031.25 579.55 1031.87 580.62 1031.88 581.65 1031.9 585.12 1032 588.66 1032.34 603.18 1033.27 616.75 1033.47 633.88 1033.95 639.19 1033.95 639.39 1033.95 639.76 1033.95 644.07 1034 659.65 1034.86 662.23 1035.03 663.52 1035.1 673.61 1035.86 674.54 1035.94 674.78 1035.94 676.49 1035.96 678.04 1035.97 680.19 1036 682.34 1036.47 685.94 1038 688.89 1038.86 694 1040 698.95 1040.85 701.4 1041.04 705.43 1041.41 707.74 1042 715.01 1043.81 715.99 1044 721.75 1045.04 727.04 1046 731.24 1047.16 736.01 1048 739.76 1048.95 746.41 1050 747.33 1050.22 748.28 1050.43 754.63 1051.22 758.56 1051.83 759.23 1052 760.31 1052.28 0.06 392.88.035 419.3.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 392.88 419.3 118.63 118.63 118.63.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 419.3 760.31 1030.84 F Blocked Obstructions num= 1 Sta L Sta R Elev 166 211 1062 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 4319.1 INPUT Description: Station Elevation Data num= 135 0 1068.48.55 1068.46 7.95 1068.28 11.68 1068.03 11.7 1068.03 11.75 1068.03 13.18 1068 19.53 1067.17 27.29 1066 31.38 1065.45 41.56 1064 51.59 1062.59 55.88 1062 64.44 1060.76 69.64 1060 96.04 1058.55 105.84 1058 107.33 1057.72 116.63 1056 119.27 1055.78 121.31 1055.58 137.54 1054 137.68 1054 138.08 1054 138.7 1053.92 139.66 1053.69 146.34 1052 147.23 1051.55 150.96 1050 151.43 1049.98 166.27 1048.88 177.63 1048 177.78 1048 177.87 1047.99 199.15 1046.03 199.3 1046.01 199.4 1046 205.38 1044.77 208.58 1044 218.08 1042.64 227.68 1042.18 229.44 1042.07 229.89 1042.06 232.67 1042 232.86 1042 238.17 1041.35 241.24 1040.88 248.01 1040 254.8 1039.28 261.61 1038.74 268.74 1038.08 270.96 1038.08 274.78 1038.02 276.68 1038 279.67 1037.8 300.51 1036 301.5 1036 301.54 1036 301.58 1036 302.06 1036 302.07 1036 302.16 1036 306.75 1035.84 306.97 1035.83 318.73 1035.46 324.53 1035.33 339.51 1034.92 347.94 1034.67 350.52 1034.6 354.79 1034.48 369.37 1034.05 371.78 1034.05 374.85 1034 379.7 1033.45 379.96 1033.42 380.25 1033.45 382.1 1032.87 384.64 1032.15 384.93 1032 386.6 1031.28 388.73 1030 392.25 1028.29 393.08 1028 394.29 1027.93 394.49 1027.92 400 1027.66 400.18 1027.66 402.01 1027.73 404.36 1027.43 404.63 1027.47 405.03 1027.52 405.35 1027.57 423.11 1027.15 434.48 1027 435.73 1027.04 451.54 1027.35 460.16 1027.47 488.82 1027.56 524.27 1027.82 537.47 1028 554.32 1028.84 560.34 1029.26 566.43 1029.62 569.58 1029.75 573.1 1030 582.32 1031.82 582.34 1031.82 583.83 1031.74 589.12 1031.53 589.86 1031.52 593.1 1030.98 594.98 1030.77 597.93 1030.93 603.69 1031.14 608.52 1031.7 615.27 1032 621.97 1033.74 623.02 1034 626.94 1035.05 627.52 1035.21 630.16 1036 632.2 1036.63 637.11 1038 639.53 1038.8 640.39 1039.05 644.2 1040 645.18 1040.18 646.11 1040.36 653.16 1042 655.72 1042.6 660.74 1044 667.1 1045.85 667.65 1046 668.58 1046.17 670.1 1046.49 0.06 388.73.035 451.54.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 388.73 451.54 105.97 105.97 105.97.1.3 Ineffective Flow num= 1

Sta L Sta R Elev Permanent 582.32 670.1 1031.82 F Blocked Obstructions num= 1 Sta L Sta R Elev 124 155 1064 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 4213.13 INPUT Description: Station Elevation Data num= 112 0 1067.6 7.49 1066.74 15 1066 24.89 1064.9 29.02 1064.53 35.28 1064 46.77 1062.9 53.15 1062 66.44 1060.02 66.67 1060 66.95 1060 70.15 1059.82 100.19 1058 102.3 1057.7 115.18 1056 123.97 1054.61 127.29 1054 135.78 1052.82 143.69 1052 146.98 1051.72 148.41 1051.58 156.61 1050.99 160.21 1050.48 160.33 1050.47 163.36 1050 167.4 1049.32 170.5 1048.77 174.97 1048 178.03 1047.63 194 1046 196.75 1045.67 201.86 1045.06 206.81 1044.48 210.63 1044 214.98 1043.7 236.32 1042.18 239.88 1042.14 240.16 1042.13 241.24 1042.09 243.78 1042.04 244.81 1042.01 245.12 1042 248.5 1040.95 251.46 1040 259.58 1038.91 266.6 1038 270.22 1037.69 278.95 1037.05 279.49 1037.07 279.72 1037.05 318.53 1036.22 327.92 1036.02 328.71 1036.02 339.43 1036.01 350.93 1036 353.18 1036 361.68 1036 364.68 1035.1 369.34 1034 371.75 1032.35 372.27 1032 374.88 1030.23 375.21 1030 376.32 1029.74 381.98 1028 385.25 1027.04 387.76 1026.46 389.44 1026 393.96 1025.24 395.42 1025.07 400 1024.6 400.56 1024.54 402.7 1024.45 405.86 1024.81 406.36 1024.85 406.59 1024.89 407.14 1025.01 408.34 1024.97 412.29 1025.72 415.69 1025.52 443.18 1025.76 450.92 1025.68 455.14 1025.71 473.95 1026 498.29 1026.12 520.99 1026.16 527.89 1026.13 539.66 1026.08 543.03 1026.06 545.25 1026.05 553.34 1026 556.01 1025.98 557.94 1025.98 559.47 1025.98 562.96 1026 568.02 1027.17 572.99 1027.51 574.03 1027.63 576.34 1028 577.88 1028.54 582.36 1030 585.44 1030.92 589.7 1032 592.32 1032.67 597.4 1034 599.26 1034.53 604.16 1036 605.46 1036.37 611.01 1038 612.23 1038.45 617.36 1040 618.24 1040.3 0.06 385.25.035 443.18.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 385.25 443.18 107.26 107.26 107.26.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 412.29 618.24 1025.72 F CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 4105.87 INPUT Description: Station Elevation Data num= 115 0 1067.38.17 1067.36 3.75 1066.97 5.77 1066.77 9.42 1066.65 13.27 1066 13.49 1065.98 18.28 1065.66 18.54 1065.62 24.43 1065.09 30.14 1064 31.9 1063.93 34.27 1063.8 42.6 1063.3 63.62 1062.02 64.37 1062.02 64.54 1062 82.92 1060.17 84.2 1060.06 84.47 1060.04 86.15 1060 87.63 1059.89 87.93 1059.81 91.27 1059.6 91.74 1059.45 91.9 1059.44 94.82 1058.57 104.72 1058.62 106.19 1058.53 111.03 1058 113.72 1057.29 117.84 1056 120.85 1055.23 124.18 1054.48 125.52 1054.14 126.07 1054 153.16 1052.06 153.92 1052 157.37 1050.98 160.8 1050 167.37 1048.09 167.75 1048 167.92 1047.98 177.68 1046 178.23 1045.91 180.28 1045.68 180.45 1045.66 192.56 1044 194.14 1043.51 209.47 1042 210.39 1041.93 225.22 1040 226.72 1039.75 227.63 1039.6 228.81 1039.4 237.36 1038 246.73 1037.14 258.68 1036 262.71 1036 270.57 1036 278.29 1036 282.12 1036 283.29 1036 284.27 1036 285.35 1036.01 316.61 1036.13 319.51 1036.13 322.64 1036.13 351.15 1036.01 354.74 1036 358.37 1035.54 368.93 1034 370.73 1032.75 372.01 1032 373.76 1030.77 375.08 1030 377.23 1028.62 378.31 1028 381.31 1027.02 385.49 1026 391.58 1024.28 392.73 1024 393.44 1023.79 397.07 1023.24 399.07 1022.99 400 1023.02 401.86 1023.1 406.09 1023.5 407.48 1024 411.2 1024.03 412.94 1024.04 414.41 1024.04 460.39 1024.94 472.54 1025.16 498.98 1025.66 517.15 1026 520.36 1026.93 524.06 1028 526.75 1028.91 530.28 1030 533.63 1030.88 537.03 1032 539.09 1032.49 539.8 1032.67 540.47 1032.78

546.59 1033.92 548.32 1034 550.94 1034.34 553.03 1034.76 558.94 1036 560.09 1036.31 565.09 1038 569.82 1039.28 572.42 1040 574.93 1040.67 0.06 381.31.035 414.41.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 381.31 414.41 170.24 170.24 170.24.1.3 Blocked Obstructions num= 1 Sta L Sta R Elev 101 152 1068 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 3935.63 INPUT Description: Station Elevation Data num= 125 0 1063.38.52 1063.35 3.04 1063.19 18.39 1062.03 18.54 1062.01 18.72 1062 33.09 1060.62 39.47 1060 39.51 1060 39.52 1060 39.54 1059.99 39.55 1059.99 39.56 1059.99 63.19 1058 63.67 1057.92 64.11 1057.87 65.97 1057.64 76.08 1056.44 78.55 1056 82.21 1055.31 89.72 1054 93.16 1053.37 100.52 1052 101.05 1051.92 102.41 1051.75 112.77 1050.41 116.93 1050 124.26 1049.02 128.3 1048.41 130.76 1048 138.58 1046.16 138.95 1046.06 139.27 1046 139.85 1045.88 149.04 1044 156.5 1042.64 160.04 1042 162.95 1041.6 172.54 1040 182.36 1038.59 186.9 1038 191.17 1036.82 194.03 1036 194.95 1035.9 196.67 1035.77 202.82 1035.3 216.09 1034.24 220.32 1034 230.3 1033.52 252.53 1032 253.29 1031.99 254.1 1031.98 292.31 1030.83 304.54 1030.6 313.24 1030.44 318.03 1030.32 329.11 1030.31 344.67 1030.06 348.59 1030.06 352.22 1030.05 353.05 1030.16 357.21 1030.78 361.89 1031.33 363.91 1031.1 368.91 1030.34 370.88 1030 374.14 1028.94 377.3 1028 379.75 1026.89 381.07 1026 383.34 1024.84 385.19 1024 386.32 1023.39 389.15 1022 392.35 1022 395.27 1021.99 397.7 1021.99 400 1021.99 404.4 1022 406.78 1022 406.93 1022 416.85 1022.17 427.05 1022.34 431.75 1022.27 442.78 1022.09 446.69 1022 447.31 1022 448.31 1022 449.58 1022 451.53 1021.99 452.79 1022 456.24 1022 460.81 1023.36 463.06 1024 470.14 1025.93 470.43 1026 473.72 1027.06 476.86 1028 479.36 1028.78 482.04 1030 486.07 1031.73 486.7 1032 487.24 1032.21 491.75 1034 497.09 1035.44 498.85 1036 500.32 1036.57 503.62 1038 505.78 1038.62 509.17 1040 520.72 1041.81 521.81 1042 522.19 1042.15 522.99 1042.41 527.44 1044 528.14 1044.21 528.64 1044.36 532.69 1045.67 533.71 1046 536.08 1047.4 537.23 1047.86 537.75 1048 538.44 1048.18 545.06 1050 550 1051.39 0.06 385.19.035 470.14.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 385.19 470.14 175.68 175.68 175.68.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 361.89 1031.33 F Blocked Obstructions num= 1 Sta L Sta R Elev 56 106 1068 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 3759.95 INPUT Description: Station Elevation Data num= 129 0 1056.03.13 1056 1.33 1055.73 6.09 1054.75 10.49 1054 15.63 1053.13 17.12 1052.92 19.68 1052.51 20.44 1052.37 21.97 1052 26.48 1051.76 57.69 1050 60.23 1049.2 63.57 1048 65.69 1047.21 69.63 1046 70.45 1045.88 75.13 1045.26 84.27 1044 85.17 1043.81 93.39 1042 97.12 1041.49 98.29 1041.46 99.59 1041.4 113.33 1040 132.44 1038.24 134.24 1038 135.35 1037.78 143.15 1036 149.56 1034.51 151.85 1034 155.21 1033.98 158.73 1033.97 162.79 1033.96 165.92 1033.95 174.88 1033.93 184.64 1033.96 197.43 1034 200.74 1034 203.86 1033.25 216.15 1032 221.55 1031.97 225.25 1031.95 226.65 1031.94 227.97 1031.93

229.91 1031.91 230.39 1031.91 232.02 1031.8 242.95 1031.24 243.09 1031.24 244.82 1031.24 250.91 1031.15 254.69 1031.14 257.97 1031.1 258.74 1031.09 264.47 1030.98 266.42 1030.94 273.2 1030.94 286.12 1030.67 309.27 1030 309.58 1030 309.98 1030 331.28 1028.82 340.45 1028.43 348.48 1028.02 351.17 1028 355.63 1026.43 356.92 1026 357.64 1025.76 362.2 1024 363.53 1023.87 367.74 1023.27 374.55 1022.36 378 1022.02 378.4 1022.01 378.9 1022 381.06 1021.72 388.84 1017.6 394.16 1017.6 394.3 1020.07 397.78 1022 402.48 1023.69 403.12 1024 403.86 1024.16 412.14 1026 412.3 1026.03 412.4 1026.05 412.65 1026.13 416.49 1027.31 418.15 1028 419.85 1028.29 423.86 1029.07 428.69 1030 431.9 1030.63 440.27 1032 443.32 1033.03 445.4 1034 448.1 1034.85 450.58 1036 456 1037.35 459.65 1038 461.41 1038.66 466.13 1040 467.14 1040.45 467.27 1040.49 471.32 1042 472.18 1042.21 473.77 1042.61 478.93 1044 484.99 1045.9 485.3 1046 485.49 1046.09 487.45 1047.12 489.08 1048 490.95 1048.67 494.98 1050 499.38 1051.22 502.51 1052 502.63 1052.02 508.41 1053.05 512.69 1054 517.73 1055.36 520.18 1056 523.14 1056.78 526.04 1057.54 528.04 1058 535.01 1059.58 537.05 1060 542.26 1060.77 0.06 356.92.035 412.14.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 356.92 412.14 101.51 101.51 101.51.1.3 Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 0 15 1066 110 161 1048 193 248 1044 CULVERT RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 3692 INPUT Description: Distance from Upstream XS = 53 Deck/Roadway Width = 30 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 5 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 300 1029.4 350 1028.55 400 1028.18 450 1029.1 500 1030.31 Upstream Bridge Cross Section Data Station Elevation Data num= 129 0 1056.03.13 1056 1.33 1055.73 6.09 1054.75 10.49 1054 15.63 1053.13 17.12 1052.92 19.68 1052.51 20.44 1052.37 21.97 1052 26.48 1051.76 57.69 1050 60.23 1049.2 63.57 1048 65.69 1047.21 69.63 1046 70.45 1045.88 75.13 1045.26 84.27 1044 85.17 1043.81 93.39 1042 97.12 1041.49 98.29 1041.46 99.59 1041.4 113.33 1040 132.44 1038.24 134.24 1038 135.35 1037.78 143.15 1036 149.56 1034.51 151.85 1034 155.21 1033.98 158.73 1033.97 162.79 1033.96 165.92 1033.95 174.88 1033.93 184.64 1033.96 197.43 1034 200.74 1034 203.86 1033.25 216.15 1032 221.55 1031.97 225.25 1031.95 226.65 1031.94 227.97 1031.93 229.91 1031.91 230.39 1031.91 232.02 1031.8 242.95 1031.24 243.09 1031.24 244.82 1031.24 250.91 1031.15 254.69 1031.14 257.97 1031.1 258.74 1031.09 264.47 1030.98 266.42 1030.94 273.2 1030.94 286.12 1030.67 309.27 1030 309.58 1030 309.98 1030 331.28 1028.82 340.45 1028.43 348.48 1028.02 351.17 1028 355.63 1026.43 356.92 1026 357.64 1025.76 362.2 1024 363.53 1023.87 367.74 1023.27 374.55 1022.36 378 1022.02 378.4 1022.01 378.9 1022 381.06 1021.72 388.84 1017.6 394.16 1017.6 394.3 1020.07 397.78 1022 402.48 1023.69 403.12 1024 403.86 1024.16 412.14 1026 412.3 1026.03 412.4 1026.05 412.65 1026.13 416.49 1027.31 418.15 1028 419.85 1028.29 423.86 1029.07 428.69 1030 431.9 1030.63 440.27 1032 443.32 1033.03 445.4 1034 448.1 1034.85 450.58 1036 456 1037.35 459.65 1038 461.41 1038.66 466.13 1040 467.14 1040.45 467.27 1040.49 471.32 1042 472.18 1042.21 473.77 1042.61 478.93 1044 484.99 1045.9 485.3 1046 485.49 1046.09 487.45 1047.12 489.08 1048 490.95 1048.67 494.98 1050 499.38 1051.22 502.51 1052 502.63 1052.02 508.41 1053.05 512.69 1054 517.73 1055.36 520.18 1056 523.14 1056.78 526.04 1057.54 528.04 1058 535.01 1059.58 537.05 1060 542.26 1060.77 0.06 356.92.035 412.14.06 Bank Sta: Left Right Coeff Contr. Expan. 356.92 412.14.1.3

Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 0 15 1066 110 161 1048 193 248 1044 Downstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 261.3 1028 300 1029.4 350 1028.55 400 1028.18 450 1029.1 500 1030.31 Downstream Bridge Cross Section Data Station Elevation Data num= 146 0 1050.65 4.3 1050 19.17 1048.9 28.68 1048.33 33.14 1048 33.15 1048 33.75 1048 47.38 1046.28 49.83 1046 51.44 1045.66 54.73 1044.95 58.92 1044.12 59.57 1044 62.19 1043.98 62.99 1043.98 63.85 1043.97 64.81 1043.97 65.71 1043.95 65.81 1043.95 76.36 1043.19 77.73 1043.12 85.78 1042.37 93.91 1042.24 101.27 1042.23 101.28 1042.23 110.26 1042.03 110.55 1042.02 111.43 1042.01 112 1042 124.15 1040.45 127.58 1040.05 128.46 1040 138.51 1038.13 139.21 1038 139.62 1037.97 139.75 1037.96 162.33 1036 167.92 1034.65 169.79 1034 172.06 1033.13 176.22 1032 177.95 1031.17 178.82 1030.74 181.17 1030 188.41 1028.94 191.8 1028 193.49 1027.97 194.27 1027.96 197.38 1027.76 204.26 1027.39 210.73 1027.28 213.18 1027.13 215.32 1027.19 217.86 1027.35 220.01 1027.58 222.7 1027.77 223.15 1027.8 225.66 1027.88 225.91 1027.9 226.11 1027.91 239.34 1027.62 242.93 1027.73 249.3 1027.88 249.74 1027.91 253.1 1028 255.24 1028.01 257.8 1028.01 260.36 1028.01 261.3 1028 270.42 1027.09 278.21 1026 283.99 1025.93 286.82 1025.92 291.77 1025.98 294.16 1026 300.49 1026.02 303.8 1026.02 306.35 1026.02 310.95 1026.02 317.96 1026 325.37 1025.44 326.55 1025.4 329.08 1025.32 334.89 1025.13 339.35 1025.11 344.43 1025.01 351.56 1024.7 357.41 1024.43 359.5 1024.37 361.18 1024.35 368.96 1024 370.54 1023.85 371.88 1023.85 372.87 1023.76 378.08 1023.19 385.63 1022.51 389.07 1022 391.55 1020.99 395.21 1020.12 396.65 1020 400 1019.95 400.05 1017.6 401.86 1017.6 403.33 1019.9 405.77 1020 407.29 1021.12 410.23 1022 412.73 1022.75 416.69 1024 421.15 1025.09 423.97 1026 433.14 1027.84 434.05 1028 435.46 1028.1 436.17 1028.15 453.24 1029.36 462.53 1030 467.6 1031.77 468.8 1032 469.59 1032.05 469.61 1032.05 469.63 1032.05 473.6 1032.68 474.23 1032.77 477.05 1033.15 480.17 1034 483.87 1034.99 487.86 1036 492.85 1037.25 495.2 1038 496.25 1038.53 501.68 1040 505.12 1041.61 505.84 1042 506.99 1042.45 511.01 1044 511.99 1044.31 516.23 1045.55 517.69 1046 524.11 1047.42 526.14 1048 532.45 1049.94 532.74 1050 544.26 1051.78 545.56 1052 550 1052.78 0.06 371.88.035 416.69.06 Bank Sta: Left Right Coeff Contr. Expan. 371.88 416.69.1.3 Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 20 54 1058 101 149 1052 255 349 1036 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow =.98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Circular 6 FHWA Chart # 2 - Corrugated Metal Pipe Culvert FHWA Scale # 1 - Headwall Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 42 42.24.24 0.8 1 Upstream Elevation = 1017.6 Centerline Station = 391 Downstream Elevation = 1017.59 Centerline Station = 400.5 CULVERT OUTPUT Profile #PF 1 Culv Group: Culvert #1 Q Culv Group (cfs) 83.38 Culv Full Len (ft) 42.00 # Barrels 1 Culv Vel US (ft/s) 2.95

Q Barrel (cfs) 83.38 Culv Vel DS (ft/s) 2.95 E.G. US. (ft) 1030.15 Culv Inv El Up (ft) 1017.60 W.S. US. (ft) 1030.12 Culv Inv El Dn (ft) 1017.59 E.G. DS (ft) 1024.49 Culv Frctn Ls (ft) 5.55 W.S. DS (ft) 1023.46 Culv Exit Loss (ft) 0.00 Delta EG (ft) 5.66 Culv Entr Loss (ft) 0.11 Delta WS (ft) 6.66 Q Weir (cfs) 576.22 E.G. IC (ft) 1029.46 Weir Sta Lft (ft) 304.15 E.G. OC (ft) 1030.15 Weir Sta Rgt (ft) 429.45 Culvert Control Outlet Weir Submerg 0.00 Culv WS Inlet (ft) 1023.60 Weir Max Depth (ft) 1.97 Culv WS Outlet (ft) 1024.36 Weir Avg Depth (ft) 1.41 Culv Nml Depth (ft) Weir Flow Area (sq ft) 176.43 Culv Crt Depth (ft) 2.45 Min El Weir Flow (ft) 1028.19 Warning: During subcritical analysis, with the exit loss set =1.0, the projected WSEL in culvert has a lower energy than the downstream energy. Most likely, the downstream cross section blocks part of the culvert or the ineffective area is set too far in. Instead of projecting the WSEL, the program did an energy balance to get the WSEL inside the culvert at the downstream end. CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 3658.44 INPUT Description: Station Elevation Data num= 146 0 1050.65 4.3 1050 19.17 1048.9 28.68 1048.33 33.14 1048 33.15 1048 33.75 1048 47.38 1046.28 49.83 1046 51.44 1045.66 54.73 1044.95 58.92 1044.12 59.57 1044 62.19 1043.98 62.99 1043.98 63.85 1043.97 64.81 1043.97 65.71 1043.95 65.81 1043.95 76.36 1043.19 77.73 1043.12 85.78 1042.37 93.91 1042.24 101.27 1042.23 101.28 1042.23 110.26 1042.03 110.55 1042.02 111.43 1042.01 112 1042 124.15 1040.45 127.58 1040.05 128.46 1040 138.51 1038.13 139.21 1038 139.62 1037.97 139.75 1037.96 162.33 1036 167.92 1034.65 169.79 1034 172.06 1033.13 176.22 1032 177.95 1031.17 178.82 1030.74 181.17 1030 188.41 1028.94 191.8 1028 193.49 1027.97 194.27 1027.96 197.38 1027.76 204.26 1027.39 210.73 1027.28 213.18 1027.13 215.32 1027.19 217.86 1027.35 220.01 1027.58 222.7 1027.77 223.15 1027.8 225.66 1027.88 225.91 1027.9 226.11 1027.91 239.34 1027.62 242.93 1027.73 249.3 1027.88 249.74 1027.91 253.1 1028 255.24 1028.01 257.8 1028.01 260.36 1028.01 261.3 1028 270.42 1027.09 278.21 1026 283.99 1025.93 286.82 1025.92 291.77 1025.98 294.16 1026 300.49 1026.02 303.8 1026.02 306.35 1026.02 310.95 1026.02 317.96 1026 325.37 1025.44 326.55 1025.4 329.08 1025.32 334.89 1025.13 339.35 1025.11 344.43 1025.01 351.56 1024.7 357.41 1024.43 359.5 1024.37 361.18 1024.35 368.96 1024 370.54 1023.85 371.88 1023.85 372.87 1023.76 378.08 1023.19 385.63 1022.51 389.07 1022 391.55 1020.99 395.21 1020.12 396.65 1020 400 1019.95 400.05 1017.6 401.86 1017.6 403.33 1019.9 405.77 1020 407.29 1021.12 410.23 1022 412.73 1022.75 416.69 1024 421.15 1025.09 423.97 1026 433.14 1027.84 434.05 1028 435.46 1028.1 436.17 1028.15 453.24 1029.36 462.53 1030 467.6 1031.77 468.8 1032 469.59 1032.05 469.61 1032.05 469.63 1032.05 473.6 1032.68 474.23 1032.77 477.05 1033.15 480.17 1034 483.87 1034.99 487.86 1036 492.85 1037.25 495.2 1038 496.25 1038.53 501.68 1040 505.12 1041.61 505.84 1042 506.99 1042.45 511.01 1044 511.99 1044.31 516.23 1045.55 517.69 1046 524.11 1047.42 526.14 1048 532.45 1049.94 532.74 1050 544.26 1051.78 545.56 1052 550 1052.78 0.06 371.88.035 416.69.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 371.88 416.69 166.67 166.67 166.67.1.3 Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 20 54 1058 101 149 1052 255 349 1036 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 3491.77

INPUT Description: Station Elevation Data num= 163 0 1034.58 3.66 1034.19 4.63 1034 9.28 1032.82 12.27 1032 19.07 1030.74 21.87 1030 33.56 1028.21 35.05 1028 40.18 1027.97 51.15 1027.91 60.91 1027.9 64.87 1027.89 121.59 1026.04 122.58 1026.02 123.11 1026 128.47 1024.97 131.53 1024.39 133.33 1024.07 133.8 1024 141.3 1022.73 141.45 1022.69 142.72 1022.48 146.41 1022 148.52 1021.91 151.35 1021.54 154.25 1021.08 158.99 1020.54 161.3 1020.22 163.41 1020 167.87 1019.94 168.45 1019.93 170.2 1019.88 175.01 1019.81 180.46 1019.32 182.23 1019.25 188.72 1018.91 189.55 1018.91 192.5 1018.99 197.86 1019.06 200.23 1018.91 207.36 1018.86 211.21 1018.66 228.65 1018.26 236.02 1018.05 239.71 1018.04 240.38 1018.04 240.84 1018.04 241.34 1018.04 245.17 1018.03 246.25 1018.03 246.99 1018.03 252.62 1018.02 254.25 1018.01 255.56 1018.01 256.71 1018.01 256.9 1018.01 264.52 1018.01 265.62 1018.01 266.87 1018.01 271.56 1018 275.05 1017.99 275.26 1017.99 275.76 1017.99 276.79 1017.99 283.54 1017.97 285.33 1017.97 286.85 1017.97 288.4 1017.97 289.44 1017.97 289.63 1017.97 289.97 1017.97 291.38 1017.96 293.22 1017.96 298.27 1017.94 300.61 1017.94 302.73 1017.94 304.5 1017.94 305.63 1017.94 335.76 1017.9 343.28 1017.86 345.97 1017.87 349.62 1017.89 350.35 1017.89 353.11 1017.9 363 1017.54 364.61 1017.55 366.54 1017.63 372.04 1017.9 373.85 1017.99 374.2 1018 379.32 1018.12 381.36 1018.16 385.74 1018.06 386.32 1018.05 388.93 1018 389.33 1017.89 395.83 1016 397.02 1015.99 397.89 1015.99 400 1015.98 400.41 1015.98 401.4 1015.98 403.12 1015.99 404.88 1016 408.23 1017.39 409.79 1018 412.71 1018.95 416.25 1020 421.8 1021.94 421.96 1022 422 1022.02 424.77 1024 426.91 1025.86 427.1 1026 427.43 1026.27 427.64 1026.46 427.8 1026.6 428.26 1026.96 429.3 1027.78 429.67 1028 430.32 1028.32 433.98 1030 434.97 1030.04 440.07 1030.54 443.65 1030.84 446.39 1031.04 448.39 1031.16 456.82 1031.64 458.34 1031.74 468.28 1032 468.72 1032 469.25 1032 474.31 1031.98 479.01 1032 480.26 1032.26 485.78 1034 487.73 1035.33 488.8 1036 489.28 1036.33 491.65 1038 492.98 1038.82 494.71 1040 497.12 1041.3 499.1 1042 501.2 1042.58 506.07 1044 512.46 1045.79 513.18 1046 515.86 1046.54 520.4 1047.46 523.25 1048 526.22 1048.68 530.95 1050 533.96 1051.35 535.38 1052 536.43 1052.48 539.59 1054 540.99 1054.61 546.18 1056 546.98 1056.18 548.16 1056.4 550 1056.97 0.06 385.74.035 412.71.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 385.74 412.71 200 200 200.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 381.36 1018.16 F Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 0 33 1044 166 196 1029 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 3291.77 INPUT Description: Station Elevation Data num= 122 0 1040.09 1.25 1040 21.82 1038.58 30.43 1038 31.73 1037.91 31.94 1037.89 32.25 1037.86 46.65 1036 48.12 1035.67 54.13 1034 60.49 1032.38 61.96 1032 66.58 1030.92 70.61 1030 77.04 1028.6 79.72 1028 79.76 1028 79.89 1028 129.09 1026.61 138.39 1026.35 150.28 1026.02 152.06 1026 159.78 1025.13 170.52 1024 177.54 1023.05 184.06 1022 204.03 1020.52 210.98 1020 213.36 1019.54 216.63 1019.03 221.99 1018.47 222 1018.47 223.78 1018 227.64 1017.14 231.78 1016 235.54 1015.71 241.06 1015.35 251.2 1014.64 252.46 1014.54 262.18 1014 294.73 1014 310.2 1014 314.71 1014.03 320.89 1014 330.71 1014 340.87 1014 345.09 1014 348.84 1014 357.39 1015.56 359.72 1016 361.9 1016.02 365.19 1016.04 366.97 1016.06 367.72 1016.06 368.19 1016.05 372.57 1016.03 375.29 1016 390.77 1014.03 390.97 1014 391.11 1013.96 391.27 1013.95 396.78 1013.07 400 1013.06 402.17 1013.05 409.29 1013.83 412.34 1014 412.73 1014.17 418.86 1016 422.02 1017.13 424.4 1018 425.56 1018.69 428.02 1020 430.74 1021.75 431.16 1022 431.54 1022.24 434.32 1024 435.52 1024.75 438.15 1026 445.5 1027.72 446.95 1028 452.02 1029.28 454.81 1030 464.16 1031.65 466.2 1032 467.38 1032.29 467.9 1032.43 473.52 1034 474.86 1034.58 478.41 1036 483.94 1037.48 489.45 1038 493.88 1038.12 495.96 1038.11 497.95 1038.05 499.07 1038 501.29 1037.99 502.7 1037.99 504.94 1037.99 505.95 1037.99 508.59 1037.99

510.22 1038 511.07 1038 512.66 1038.78 513.08 1039.01 514.74 1040 517.61 1041.9 517.79 1042 519.28 1042.82 521.84 1044 523.22 1044.59 528.24 1046 530.33 1046.61 535.58 1048 536.77 1048.75 538.63 1050 539.92 1050.8 541.7 1052 543.09 1052.86 544.78 1054 546.6 1055.19 548.06 1056 550 1057.23 0.06 375.29.035 418.86.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 375.29 418.86 321.75 321.75 321.75.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 366.97 1016.06 F Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 0 34 1050 147 211 1032 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 2970.02 INPUT Description: Station Elevation Data num= 129 0 1030.1 1.72 1030 3.46 1029.77 15.28 1028.3 17.9 1028 22.16 1027.17 27.47 1026 31.86 1024.94 39.13 1025.51 42.3 1025.6 47.15 1025.35 47.92 1025.27 48.49 1025.14 53.34 1024 53.78 1023.99 54.29 1023.99 54.75 1023.99 57.85 1023.88 57.88 1023.88 60.6 1023.77 60.65 1023.76 60.7 1023.76 77.66 1022.73 85.62 1022.25 87.3 1022.11 89.88 1022 92.48 1021.94 98.01 1021.86 104.99 1021.9 109.11 1021.89 112.3 1021.86 114.52 1021.84 118.27 1021.81 118.29 1021.81 124.01 1021.89 126.34 1021.92 135.55 1022 138.28 1022 138.88 1022 141.86 1022 152.49 1020.22 153.34 1020 153.64 1019.93 162.48 1018 171.22 1016.31 172.71 1016 173.75 1015.79 187.7 1014 189.34 1013.98 189.77 1013.98 190.14 1013.98 191.27 1013.97 197.99 1013.92 198.18 1013.92 198.44 1013.92 200.86 1013.92 228.35 1013.86 231.48 1013.86 231.95 1013.85 232.59 1013.86 238.87 1013.87 260.64 1013.26 261.04 1013.25 270.26 1013.26 273.56 1013.23 277.26 1013.18 292.96 1012.85 309.25 1012.41 318.5 1012.08 322.56 1012.07 323.86 1012.07 329.21 1012 329.27 1012 329.51 1012 331.87 1012 336.25 1012 338.55 1012 347.34 1012 348.97 1012.01 349.66 1012.01 350.42 1012.01 350.8 1012.01 356.07 1012.04 359.51 1012.05 360.28 1012.05 369.88 1012 384.2 1010.6 390.33 1010 394.09 1008.53 395.32 1008 397.98 1008 399.32 1008 400 1008 402.89 1008 404.31 1008 404.95 1008.54 406.69 1010 407.33 1010.54 409.13 1012 409.93 1012.65 412.39 1014 415.09 1015.21 416.49 1016 417.35 1016.53 420.31 1018 423.78 1019.05 425.69 1020 434.19 1021.52 437.03 1022 444.61 1023.56 447.05 1024 449.02 1024.69 453.6 1026 456.28 1027.5 457.28 1028 458.11 1028.52 460.17 1030 462.58 1031.72 463 1032 465.52 1033.82 465.78 1034 468.98 1035.84 469.28 1036 470.44 1036.02 473.37 1036.3 480.7 1036.79 486.12 1036.83 491.25 1036.86 500 1036.29 0.06 369.88.035 409.93.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 369.88 409.93 240.62 240.62 240.62.1.3 Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 0 31 1040 139 184 1032 257 303 1023 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 2729.4 INPUT Description: Station Elevation Data num= 113 0 1021.6 4.69 1021 14.26 1020.23 14.86 1020.17 15.01 1020.17 18.08 1020.06 19.69 1020 19.99 1019.98 32.45 1018 32.68 1018 47.33 1018 53.84 1018 63.82 1018 67.64 1018 79.35 1018 87 1018 89.28 1018 90.27 1017.94 93.03 1017.75 94.18 1017.55 109.45 1016 111.84 1015.73 112.72 1015.64 124.72 1014 137.9 1012.86

145.65 1012 150.81 1011.68 160.58 1011.13 177.27 1010.1 180.93 1010 203.23 1008.68 217 1008.02 218.23 1008.01 218.47 1008.01 219.54 1008.01 221.91 1008.01 222.48 1008.01 224.6 1008.01 224.63 1008.01 225.43 1008 240.35 1007.98 244.2 1007.97 281.29 1007.92 287.76 1007.92 296.97 1007.92 333.43 1007.97 344.78 1007.98 348.72 1007.98 355.82 1007.98 361.81 1007.98 368.47 1007.99 369.36 1007.99 370.66 1007.87 384.3 1006.73 389.52 1006 392.77 1005.99 396.37 1005.98 399 1005.99 400 1005.99 403.27 1006 404.56 1006.78 406.6 1007.91 406.66 1007.95 406.77 1008 406.81 1008.02 412.68 1010 414.25 1010.99 416.08 1012 417.57 1012.97 419.44 1014 423.2 1015.98 423.23 1016 423.29 1016.02 423.41 1016.06 427.43 1017.28 429.69 1018 431.06 1018.21 436.56 1018.66 449.76 1019.96 450.12 1019.97 450.68 1020 455.87 1021.01 460.39 1022 461.17 1022.21 466.02 1024 469.06 1025.56 470.46 1026 475.18 1027.2 477.35 1027.69 478.66 1028 479.03 1028 481.86 1028.01 482.81 1028.01 485.2 1028 494.05 1027.84 495.32 1027.82 496.48 1027.84 502.75 1027.93 506.88 1028 509.08 1029.11 510.67 1030 513.01 1031.26 514.69 1032 515.62 1032.28 522.25 1034 528.18 1035.25 530.98 1036 536.99 1037.29 540.36 1038 545.86 1039.39 548.19 1040 548.84 1040.23 550 1040.73 0.06 368.47.035 412.68.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 368.47 412.68 132.32 132.32 132.32.1.3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 100 140 1025 154 180 1020 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 2597.08 INPUT Description: Station Elevation Data num= 122 0 1021.17 1.25 1021.05 11.16 1020.23 13.01 1020 19.4 1019.29 24.42 1018.53 27.57 1018 34.14 1016.88 38.29 1016 46.79 1015.69 58.36 1015.27 74.75 1014.74 82.11 1014.57 83.41 1014.55 86.09 1014.46 89.9 1014.43 95.59 1014.28 96.01 1014.28 100.03 1014.15 100.28 1014.14 103.32 1014 122.75 1012.53 124.13 1012.31 126.02 1012.11 126.44 1012.07 127.05 1012 154.77 1010.97 160.69 1010.73 176.79 1010 186.96 1009.33 202.46 1008 208.99 1007.55 217.7 1007.21 223.46 1007.02 236.86 1006.92 241.83 1006.79 263.5 1006.59 273.66 1006.55 278.62 1006.42 281.79 1006.35 285.32 1006.28 287.82 1006.25 295.62 1006.26 305.17 1006.3 323.16 1006.26 342.53 1006.17 347.08 1006.04 348.94 1006.04 352.85 1006.05 353.34 1006.04 354 1006.04 355.71 1006.02 356.2 1006.02 356.61 1006.02 357.01 1006.01 357.67 1006 359.36 1005.65 359.61 1005.63 360.1 1005.67 361.08 1005.44 361.72 1005.29 366.41 1005.75 369.29 1005.63 373.26 1005.8 377.81 1006 392.44 1007.77 395 1008 396.65 1008.01 407.39 1008.05 414.7 1008.02 416.33 1008.01 418.01 1008 424.48 1008 428.56 1008 433.05 1008 436.6 1009.22 438.92 1010 439.75 1010.4 443.33 1012 447.43 1013.65 448.23 1014 453.53 1015.81 454.79 1016 457.64 1016.42 458.68 1016.56 459.26 1016.64 470.08 1018 479.57 1018.84 489.41 1020 499.44 1021.31 506.05 1022 511.97 1023.77 512.73 1024 513.92 1024.26 519.67 1026 521.61 1026.06 525.75 1026.07 530.41 1026.13 537.46 1026.23 548.54 1026.04 550.4 1026.02 551.58 1026 552.09 1025.99 552.64 1025.99 555.01 1025.97 557.81 1026 560.52 1026.81 561.26 1027.1 563.36 1028 566.49 1029.82 566.78 1030 567.05 1030.16 567.4 1030.34 570.56 1032 573.63 1033.61 574.51 1034 575.24 1034.28 579.87 1036 583.07 1036.85 586.69 1038 592.76 1039.33 596.49 1039.75 0.06 342.53.035 377.81.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 342.53 377.81 169.9 169.9 169.9.1.3 Blocked Obstructions num= 1 Sta L Sta R Elev 106 138 1023 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 2427.18

INPUT Description: Station Elevation Data num= 159 0 1021.43 4.1 1021.28 9.77 1020.48 15.21 1020 17.24 1019.94 18.79 1019.79 25.32 1019.22 35.36 1018 38.32 1017.82 45.78 1017.42 50.63 1017.18 54.49 1017.04 67.02 1016.26 68.58 1016.15 69.21 1016.14 72.44 1016.07 75.74 1016.05 81.63 1016 83.86 1015.82 93.37 1014 95.05 1013.7 95.53 1013.62 106.25 1012 106.27 1012 106.3 1012 110.79 1011.96 113.31 1011.98 116.42 1011.97 127.55 1011.98 130.39 1011.95 130.59 1011.94 132.23 1011.91 135.59 1011.96 143.85 1011.91 149.37 1011.89 149.84 1011.89 158.96 1012 176.12 1012 176.26 1012 176.4 1012 176.43 1012 184.09 1011.32 194.11 1010 195.68 1009.85 195.89 1009.82 209.53 1008 214.84 1006.89 215.83 1006.75 219.58 1006.41 219.84 1006.36 223.44 1006 236.71 1005.96 238.66 1005.96 246.26 1005.95 246.53 1005.95 253.03 1005.93 257.93 1005.9 263.68 1005.87 266.55 1005.86 272.16 1005.84 282.45 1005.78 295.33 1005.82 300.91 1005.81 306.12 1005.82 345.43 1005.6 351.15 1005.69 355.23 1005.67 361.32 1005.91 366.93 1006 371.7 1007.29 375.99 1007.15 378.25 1007.07 381.87 1006 386.99 1004.31 388.19 1004 392.27 1002.39 397.27 1002.39 401.34 1004 405.51 1005.24 407.68 1006 408.51 1006.15 409.25 1006.43 411.33 1007.04 412.31 1007.12 416.63 1008 426.89 1008.92 429 1008.96 432.5 1008.98 441.67 1008.82 448.97 1009.26 450.16 1009.27 452.52 1009.22 455.04 1009.34 456.87 1009.24 461.55 1009.06 469.07 1008.84 471.28 1009.01 476.45 1008.94 488.58 1009.64 491.09 1009.87 493.43 1010 493.61 1010.01 493.81 1010 495.47 1009.95 495.78 1009.94 521.64 1009.42 537.87 1009.22 548.2 1010 555.7 1010.36 559 1010.43 561.83 1010.5 566.21 1010.67 567.6 1010.75 569.42 1010.87 570.95 1010.93 572.24 1011 582.38 1011.89 583.89 1011.89 584.74 1011.9 588.08 1011.94 591.93 1011.93 592.04 1011.93 593.08 1011.95 593.72 1011.94 594.52 1011.95 597.52 1012 599.73 1012.6 603.82 1014 611.59 1015.94 611.77 1016 612 1016.03 613.1 1016.17 618.9 1016.88 625.5 1017.69 628.05 1018 634.28 1018.79 635.61 1018.98 637 1019.13 644.03 1020 650.71 1020.91 656.37 1022 657.4 1022.14 661.15 1022.73 667.31 1023.77 669.52 1024 677.13 1024.33 683.5 1024.56 690.02 1024.85 692.92 1024.97 699.6 1025.01 707.45 1024.79 712.06 1025.7 713.46 1026 716.37 1027.56 717.16 1028 718.54 1028.39 723.76 1030 724.8 1030.31 727.74 1031.12 0.06 375.99.035 411.33.06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 375.99 411.33 358.28 358.28 358.28.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 371.7 1007.29 F Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 16 65 1028 174 216 1020 451 484 1019 CULVERT RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 2377 INPUT Description: Distance from Upstream XS = 41 Deck/Roadway Width = 21 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 8 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 120 1008.91 290 1009.76 340 1011.08 390 1011.98 440 1013.14 490 1014.3 603 1016 613.1 1016.17 Upstream Bridge Cross Section Data Station Elevation Data num= 159 0 1021.43 4.1 1021.28 9.77 1020.48 15.21 1020 17.24 1019.94 18.79 1019.79 25.32 1019.22 35.36 1018 38.32 1017.82 45.78 1017.42 50.63 1017.18 54.49 1017.04 67.02 1016.26 68.58 1016.15 69.21 1016.14 72.44 1016.07 75.74 1016.05 81.63 1016 83.86 1015.82 93.37 1014 95.05 1013.7 95.53 1013.62 106.25 1012 106.27 1012 106.3 1012 110.79 1011.96 113.31 1011.98 116.42 1011.97 127.55 1011.98 130.39 1011.95 130.59 1011.94 132.23 1011.91 135.59 1011.96 143.85 1011.91 149.37 1011.89 149.84 1011.89 158.96 1012 176.12 1012 176.26 1012 176.4 1012 176.43 1012 184.09 1011.32 194.11 1010 195.68 1009.85 195.89 1009.82 209.53 1008 214.84 1006.89 215.83 1006.75 219.58 1006.41 219.84 1006.36

223.44 1006 236.71 1005.96 238.66 1005.96 246.26 1005.95 246.53 1005.95 253.03 1005.93 257.93 1005.9 263.68 1005.87 266.55 1005.86 272.16 1005.84 282.45 1005.78 295.33 1005.82 300.91 1005.81 306.12 1005.82 345.43 1005.6 351.15 1005.69 355.23 1005.67 361.32 1005.91 366.93 1006 371.7 1007.29 375.99 1007.15 378.25 1007.07 381.87 1006 386.99 1004.31 388.19 1004 392.27 1002.39 397.27 1002.39 401.34 1004 405.51 1005.24 407.68 1006 408.51 1006.15 409.25 1006.43 411.33 1007.04 412.31 1007.12 416.63 1008 426.89 1008.92 429 1008.96 432.5 1008.98 441.67 1008.82 448.97 1009.26 450.16 1009.27 452.52 1009.22 455.04 1009.34 456.87 1009.24 461.55 1009.06 469.07 1008.84 471.28 1009.01 476.45 1008.94 488.58 1009.64 491.09 1009.87 493.43 1010 493.61 1010.01 493.81 1010 495.47 1009.95 495.78 1009.94 521.64 1009.42 537.87 1009.22 548.2 1010 555.7 1010.36 559 1010.43 561.83 1010.5 566.21 1010.67 567.6 1010.75 569.42 1010.87 570.95 1010.93 572.24 1011 582.38 1011.89 583.89 1011.89 584.74 1011.9 588.08 1011.94 591.93 1011.93 592.04 1011.93 593.08 1011.95 593.72 1011.94 594.52 1011.95 597.52 1012 599.73 1012.6 603.82 1014 611.59 1015.94 611.77 1016 612 1016.03 613.1 1016.17 618.9 1016.88 625.5 1017.69 628.05 1018 634.28 1018.79 635.61 1018.98 637 1019.13 644.03 1020 650.71 1020.91 656.37 1022 657.4 1022.14 661.15 1022.73 667.31 1023.77 669.52 1024 677.13 1024.33 683.5 1024.56 690.02 1024.85 692.92 1024.97 699.6 1025.01 707.45 1024.79 712.06 1025.7 713.46 1026 716.37 1027.56 717.16 1028 718.54 1028.39 723.76 1030 724.8 1030.31 727.74 1031.12 0.06 375.99.035 411.33.06 Bank Sta: Left Right Coeff Contr. Expan. 375.99 411.33.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 371.7 1007.29 F Blocked Obstructions num= 3 Sta L Sta R Elev Sta L Sta R Elev Sta L Sta R Elev 16 65 1028 174 216 1020 451 484 1019 Downstream Deck/Roadway Coordinates num= 8 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 97.06 1006 120 1008.91 290 1009.76 340 1011.08 390 1011.98 440 1013.14 490 1014.3 603 1016 Downstream Bridge Cross Section Data Station Elevation Data num= 110 0 1026.82 11.95 1026 14.47 1025.07 16.94 1024 19.55 1023.13 22.48 1022 23.78 1021.58 27.37 1020 28.06 1019.83 29.02 1019.54 33.9 1018 37.29 1017.61 47 1016 52.8 1014.6 55.06 1014 58.59 1012.88 62.84 1012 63.03 1011.94 63.09 1011.92 67.08 1010 71.4 1009.04 73.46 1008.57 76.21 1008 84.63 1007.29 89.35 1006.93 97.06 1006 101.42 1005.95 101.56 1005.95 130 1005.22 144.48 1005.02 161.75 1004.38 163.92 1004.34 165.77 1004.32 169.81 1004 176.34 1003.99 180.8 1003.98 182.21 1003.98 184.23 1003.98 193.65 1003.98 194.66 1003.97 195.17 1003.97 195.44 1003.97 197.19 1003.96 197.6 1003.96 197.9 1003.97 199.09 1003.97 203.09 1003.98 212.95 1004 214.3 1004 214.48 1004 214.7 1004 222.86 1004 223.14 1004 230.44 1003.98 268.43 1003.09 286.81 1002.73 307.6 1002.37 324.36 1002.03 338.32 1002.01 339.71 1002.01 342.58 1002 343.93 1002 344.6 1002 361.53 1002.01 365.37 1002.01 380.72 1002 381.29 1002 382.02 1001.82 389.86 1001.62 407.73 1001.62 409.7 1002 410.65 1002.56 413.22 1004 415.6 1005.76 415.98 1006 416.81 1006.68 418.48 1008 419.28 1008.65 420.96 1010 422.25 1011.06 423.37 1012 424.85 1013.26 425.69 1014 427.65 1015.45 428.59 1016 431.79 1017.2 433.99 1018 438.76 1019.7 439.6 1020 440.53 1020.23 448.1 1022 451.14 1022.91 453.92 1023.68 455.37 1024 456.32 1024.21 462.73 1026 466.39 1026.7 469.39 1027.09 470.47 1027.25 471.95 1027.48 474.76 1028 475.96 1028.28 481.14 1030 484.62 1031.27 486.96 1032 488.61 1032.65 491.92 1034 493.72 1034.71 496.92 1036 500 1037.42 0.06 380.72.035 410.65.12 Bank Sta: Left Right Coeff Contr. Expan. 380.72 410.65.1.3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 148 188 1014 304 345 1012 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical

Maximum allowable submergence for weir flow =.98 Elevation at which weir flow begins = 1009.76 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 7 5 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 19 57.015.015 0.8 1 Upstream Elevation = 1002.39 Centerline Station = 394.77 Downstream Elevation = 1001.61 Centerline Station = 390.24 CULVERT OUTPUT Profile #PF 1 Culv Group: Culvert #1 Q Culv Group (cfs) 272.84 Culv Full Len (ft) # Barrels 1 Culv Vel US (ft/s) 12.07 Q Barrel (cfs) 272.84 Culv Vel DS (ft/s) 14.13 E.G. US. (ft) 1010.98 Culv Inv El Up (ft) 1002.39 W.S. US. (ft) 1010.98 Culv Inv El Dn (ft) 1001.61 E.G. DS (ft) 1004.14 Culv Frctn Ls (ft) 0.60 W.S. DS (ft) 1003.74 Culv Exit Loss (ft) 4.43 Delta EG (ft) 6.84 Culv Entr Loss (ft) 1.81 Delta WS (ft) 7.23 Q Weir (cfs) 387.16 E.G. IC (ft) 1009.66 Weir Sta Lft (ft) 216.00 E.G. OC (ft) 1010.98 Weir Sta Rgt (ft) 336.99 Culvert Control Outlet Weir Submerg 0.00 Culv WS Inlet (ft) 1006.91 Weir Max Depth (ft) 1.61 Culv WS Outlet (ft) 1005.47 Weir Avg Depth (ft) 1.11 Culv Nml Depth (ft) 3.63 Weir Flow Area (sq ft) 134.64 Culv Crt Depth (ft) 4.52 Min El Weir Flow (ft) 1009.76 Note: The flow in the culvert is entirely supercritical. CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 2068.9 INPUT Description: Station Elevation Data num= 110 0 1026.82 11.95 1026 14.47 1025.07 16.94 1024 19.55 1023.13 22.48 1022 23.78 1021.58 27.37 1020 28.06 1019.83 29.02 1019.54 33.9 1018 37.29 1017.61 47 1016 52.8 1014.6 55.06 1014 58.59 1012.88 62.84 1012 63.03 1011.94 63.09 1011.92 67.08 1010 71.4 1009.04 73.46 1008.57 76.21 1008 84.63 1007.29 89.35 1006.93 97.06 1006 101.42 1005.95 101.56 1005.95 130 1005.22 144.48 1005.02 161.75 1004.38 163.92 1004.34 165.77 1004.32 169.81 1004 176.34 1003.99 180.8 1003.98 182.21 1003.98 184.23 1003.98 193.65 1003.98 194.66 1003.97 195.17 1003.97 195.44 1003.97 197.19 1003.96 197.6 1003.96 197.9 1003.97 199.09 1003.97 203.09 1003.98 212.95 1004 214.3 1004 214.48 1004 214.7 1004 222.86 1004 223.14 1004 230.44 1003.98 268.43 1003.09 286.81 1002.73 307.6 1002.37 324.36 1002.03 338.32 1002.01 339.71 1002.01 342.58 1002 343.93 1002 344.6 1002 361.53 1002.01 365.37 1002.01 380.72 1002 381.29 1002 382.02 1001.82 389.86 1001.62 407.73 1001.62 409.7 1002 410.65 1002.56 413.22 1004 415.6 1005.76 415.98 1006 416.81 1006.68 418.48 1008 419.28 1008.65 420.96 1010 422.25 1011.06 423.37 1012 424.85 1013.26 425.69 1014 427.65 1015.45 428.59 1016 431.79 1017.2 433.99 1018 438.76 1019.7 439.6 1020 440.53 1020.23 448.1 1022 451.14 1022.91 453.92 1023.68 455.37 1024 456.32 1024.21 462.73 1026 466.39 1026.7 469.39 1027.09 470.47 1027.25 471.95 1027.48 474.76 1028 475.96 1028.28 481.14 1030 484.62 1031.27 486.96 1032 488.61 1032.65 491.92 1034 493.72 1034.71 496.92 1036 500 1037.42 0.06 380.72.035 410.65.12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

380.72 410.65 116.04 116.04 116.04.1.3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 148 188 1014 304 345 1012 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 1952.86 INPUT Description: Station Elevation Data num= 126 0 1022.68 3.37 1022 12.01 1020.09 12.54 1020 13.26 1019.98 13.78 1019.98 17.24 1019.59 28.44 1018.54 36.88 1018 48.36 1016.11 48.97 1016 51.63 1015.93 52.71 1015.88 53.73 1015.84 55.6 1015.49 59.52 1014.92 66.99 1014 68.93 1013.47 73.46 1012 81.18 1010.15 81.83 1010 85.17 1009.01 88.84 1008 89.39 1007.99 89.63 1007.99 92.6 1007.72 108.33 1006 138.89 1004.2 140.75 1004.09 142.01 1004 143.11 1003.94 169.62 1002 174.72 1001.91 187.21 1001.77 200.32 1001.92 208.05 1001.72 210.71 1001.77 221.52 1002 222.89 1002 222.94 1002 223.37 1002.01 239.09 1002.04 250.47 1002.06 251.6 1002.07 258.65 1002.06 259.57 1002.08 263.48 1002.1 272.26 1002.18 279.33 1002.14 283.47 1002.2 289.1 1002.24 294.3 1002.27 296.64 1002.29 303.29 1002.4 303.8 1002.39 312.6 1002.39 314.8 1002.38 317.71 1002.36 319.05 1002.35 324.71 1002.3 329.78 1002.25 344.08 1002.04 345.5 1002.11 345.61 1002.11 346.74 1002 347.48 1001.98 355.91 1001.88 358.93 1001.88 369.87 1002 373.45 1002.01 375.16 1002.01 377.65 1002.02 378.36 1002.02 379.08 1002.02 379.5 1002.02 380.36 1002.02 380.44 1002.02 380.47 1002.02 384.9 1002 387.53 1001.19 392.47 1000 394.96 999.18 398.58 998 399.8 998 400 998 405.33 998 409.59 999.57 410.68 1000 411.3 1000.6 412.74 1002 413.07 1002.48 414.16 1004 415.03 1005.05 415.87 1006 417.84 1007.64 418.23 1008 418.68 1008.4 419.9 1009.36 420.84 1010 421.79 1010.62 423.6 1012 426.59 1013.88 426.77 1014 426.97 1014.13 430.59 1016 432.62 1016.94 435.35 1018 437.99 1019.17 440.56 1020 449.14 1021.91 449.67 1022 450.66 1022.3 456.72 1024 460.58 1025.91 460.78 1026 460.85 1026.04 461.23 1026.23 464.6 1028 466.38 1028.62 469.53 1030 482.22 1031.29 489.88 1032 492.72 1033.03 496.32 1034 499.78 1035.56 500 1035.66 0.06 384.9.035 412.74.12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 384.9 412.74 201.94 201.94 201.94.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 303.29 1002.4 F Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 0 32 1032 194 262 1012 CULVERT RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 1865 INPUT Description: Distance from Upstream XS = 71 Deck/Roadway Width = 26 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 303.29 1002.4 340 1005.22 371 1006.64 390 1007.84 439 1013.16 490 1018.92 Upstream Bridge Cross Section Data Station Elevation Data num= 126 0 1022.68 3.37 1022 12.01 1020.09 12.54 1020 13.26 1019.98 13.78 1019.98 17.24 1019.59 28.44 1018.54 36.88 1018 48.36 1016.11 48.97 1016 51.63 1015.93 52.71 1015.88 53.73 1015.84 55.6 1015.49 59.52 1014.92 66.99 1014 68.93 1013.47 73.46 1012 81.18 1010.15 81.83 1010 85.17 1009.01 88.84 1008 89.39 1007.99 89.63 1007.99 92.6 1007.72 108.33 1006 138.89 1004.2 140.75 1004.09 142.01 1004

143.11 1003.94 169.62 1002 174.72 1001.91 187.21 1001.77 200.32 1001.92 208.05 1001.72 210.71 1001.77 221.52 1002 222.89 1002 222.94 1002 223.37 1002.01 239.09 1002.04 250.47 1002.06 251.6 1002.07 258.65 1002.06 259.57 1002.08 263.48 1002.1 272.26 1002.18 279.33 1002.14 283.47 1002.2 289.1 1002.24 294.3 1002.27 296.64 1002.29 303.29 1002.4 303.8 1002.39 312.6 1002.39 314.8 1002.38 317.71 1002.36 319.05 1002.35 324.71 1002.3 329.78 1002.25 344.08 1002.04 345.5 1002.11 345.61 1002.11 346.74 1002 347.48 1001.98 355.91 1001.88 358.93 1001.88 369.87 1002 373.45 1002.01 375.16 1002.01 377.65 1002.02 378.36 1002.02 379.08 1002.02 379.5 1002.02 380.36 1002.02 380.44 1002.02 380.47 1002.02 384.9 1002 387.53 1001.19 392.47 1000 394.96 999.18 398.58 998 399.8 998 400 998 405.33 998 409.59 999.57 410.68 1000 411.3 1000.6 412.74 1002 413.07 1002.48 414.16 1004 415.03 1005.05 415.87 1006 417.84 1007.64 418.23 1008 418.68 1008.4 419.9 1009.36 420.84 1010 421.79 1010.62 423.6 1012 426.59 1013.88 426.77 1014 426.97 1014.13 430.59 1016 432.62 1016.94 435.35 1018 437.99 1019.17 440.56 1020 449.14 1021.91 449.67 1022 450.66 1022.3 456.72 1024 460.58 1025.91 460.78 1026 460.85 1026.04 461.23 1026.23 464.6 1028 466.38 1028.62 469.53 1030 482.22 1031.29 489.88 1032 492.72 1033.03 496.32 1034 499.78 1035.56 500 1035.66 0.06 384.9.035 412.74.12 Bank Sta: Left Right Coeff Contr. Expan. 384.9 412.74.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 303.29 1002.4 F Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 0 32 1032 194 262 1012 Downstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 273.11 998 340 1005.22 371 1006.64 390 1007.84 439 1013.16 490 1018.92 Downstream Bridge Cross Section Data Station Elevation Data num= 138 0 1021.56 1.16 1021.52 8.6 1021.31 13.2 1021.17 28.62 1020.49 34.09 1020.19 35.24 1020.19 38.5 1020.13 43.05 1020 44.12 1019.64 48.12 1018.56 48.27 1018.5 50.46 1018 53.57 1017.04 59.31 1016 60.44 1015.69 61.63 1015.62 63.41 1015.4 67.08 1014 69.27 1013.58 75.28 1012 85.45 1010.7 90.49 1010 90.64 1009.99 91.32 1009.99 94.82 1009.92 97.24 1009.93 103.74 1009.58 107.23 1009.46 113.86 1009.2 128.41 1008.43 136.3 1008.01 136.46 1008.01 136.7 1008.01 141.7 1008 142.39 1008 142.68 1008 142.69 1008 143.13 1007.94 154.28 1006 155.44 1005.84 166.78 1004.32 167.69 1004.26 170.91 1004 171.83 1003.98 173.91 1003.98 174.16 1003.97 174.7 1003.97 181.84 1002.93 185.47 1002.44 187.31 1002.28 189.05 1002 206.66 1000.55 210.7 1000 210.94 999.99 211.06 999.99 219.5 999.53 224.46 999.3 228.17 999.14 237.35 998.65 244.51 998.32 250.92 998 257.61 997.99 261.73 997.99 265.23 997.99 267.87 997.99 273.11 998 281.39 998 285.54 998 291.04 997.99 294.45 997.98 298.77 997.97 299.26 997.97 300.36 997.98 307.43 997.99 312.21 998 345.2 998.71 346.93 998.77 360.68 999.21 370.29 999.31 379.59 999.24 381.25 999.13 385.58 999.73 386.72 999.71 388.18 999.66 394.03 998 395.15 997.46 398.5 996 400 996 400.65 996 402.04 996 403.42 996 406.45 996 408.4 996.64 413.17 997.98 413.25 997.99 413.26 998 413.29 998.02 418.27 1000 422.15 1001.89 422.51 1002 435.83 1002.88 439.55 1002.95 443.04 1002.94 448.77 1004 450.69 1004.69 450.71 1004.69 453.05 1006 454.46 1006.95 455.93 1008 457.32 1009.01 458.78 1010 460.17 1011.01 461.64 1012 463.76 1013.3 464.74 1014 466.66 1014.98 468.2 1016 469.96 1016.93 472.1 1018 475.08 1019.11 477.66 1020 483.96 1021.73 485.99 1022 495.25 1023.52 500.1 1024 504.98 1024.4 506.68 1024.51 508.03 1024.65 509.72 1024.87 510.7 1025 517.92 1026 535.8 1027.76 538.32 1028 538.98 1028.51 540.57 1028.93 544.01 1030 550 1031 0.06 386.72.035 418.27.12 Bank Sta: Left Right Coeff Contr. Expan. 386.72 418.27.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 385.58 999.73 F

Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 12 41 1030 170 212 1014 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow =.98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Circular 6 FHWA Chart # 2 - Corrugated Metal Pipe Culvert FHWA Scale # 3 - Pipe projecting from fill Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 43 116.024.024 0 1 1 Upstream Elevation = 996.64 Centerline Station = 401.96 Downstream Elevation = 995.08 Centerline Station = 402.48 CULVERT OUTPUT Profile #PF 1 Culv Group: Culvert #1 Q Culv Group (cfs) 197.58 Culv Full Len (ft) # Barrels 1 Culv Vel US (ft/s) 10.34 Q Barrel (cfs) 197.58 Culv Vel DS (ft/s) 8.40 E.G. US. (ft) 1003.80 Culv Inv El Up (ft) 996.64 W.S. US. (ft) 1003.67 Culv Inv El Dn (ft) 995.08 E.G. DS (ft) 999.89 Culv Frctn Ls (ft) 1.31 W.S. DS (ft) 999.73 Culv Exit Loss (ft) 0.93 Delta EG (ft) 3.91 Culv Entr Loss (ft) 1.66 Delta WS (ft) 3.94 Q Weir (cfs) 462.42 E.G. IC (ft) 1003.73 Weir Sta Lft (ft) 145.23 E.G. OC (ft) 1003.80 Weir Sta Rgt (ft) 321.32 Culvert Control Outlet Weir Submerg 0.00 Culv WS Inlet (ft) 1000.48 Weir Max Depth (ft) 2.01 Culv WS Outlet (ft) 999.73 Weir Avg Depth (ft) 1.35 Culv Nml Depth (ft) 3.85 Weir Flow Area (sq ft) 146.24 Culv Crt Depth (ft) 3.84 Min El Weir Flow (ft) 1002.41 Note: During subcritical analysis, the backwater through the culvert the solution went to critical depth. The program then assumed critical depth at the inlet. CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 1750.92 INPUT Description: Station Elevation Data num= 138 0 1021.56 1.16 1021.52 8.6 1021.31 13.2 1021.17 28.62 1020.49 34.09 1020.19 35.24 1020.19 38.5 1020.13 43.05 1020 44.12 1019.64 48.12 1018.56 48.27 1018.5 50.46 1018 53.57 1017.04 59.31 1016 60.44 1015.69 61.63 1015.62 63.41 1015.4 67.08 1014 69.27 1013.58 75.28 1012 85.45 1010.7 90.49 1010 90.64 1009.99 91.32 1009.99 94.82 1009.92 97.24 1009.93 103.74 1009.58 107.23 1009.46 113.86 1009.2 128.41 1008.43 136.3 1008.01 136.46 1008.01 136.7 1008.01 141.7 1008 142.39 1008 142.68 1008 142.69 1008 143.13 1007.94 154.28 1006 155.44 1005.84 166.78 1004.32 167.69 1004.26 170.91 1004 171.83 1003.98 173.91 1003.98 174.16 1003.97 174.7 1003.97 181.84 1002.93 185.47 1002.44 187.31 1002.28 189.05 1002 206.66 1000.55 210.7 1000 210.94 999.99 211.06 999.99 219.5 999.53 224.46 999.3 228.17 999.14 237.35 998.65 244.51 998.32 250.92 998 257.61 997.99 261.73 997.99 265.23 997.99 267.87 997.99 273.11 998 281.39 998 285.54 998 291.04 997.99 294.45 997.98 298.77 997.97 299.26 997.97 300.36 997.98 307.43 997.99 312.21 998 345.2 998.71 346.93 998.77 360.68 999.21 370.29 999.31 379.59 999.24 381.25 999.13 385.58 999.73 386.72 999.71 388.18 999.66 394.03 998 395.15 997.46 398.5 996 400 996 400.65 996 402.04 996 403.42 996 406.45 996 408.4 996.64 413.17 997.98 413.25 997.99 413.26 998 413.29 998.02 418.27 1000 422.15 1001.89

422.51 1002 435.83 1002.88 439.55 1002.95 443.04 1002.94 448.77 1004 450.69 1004.69 450.71 1004.69 453.05 1006 454.46 1006.95 455.93 1008 457.32 1009.01 458.78 1010 460.17 1011.01 461.64 1012 463.76 1013.3 464.74 1014 466.66 1014.98 468.2 1016 469.96 1016.93 472.1 1018 475.08 1019.11 477.66 1020 483.96 1021.73 485.99 1022 495.25 1023.52 500.1 1024 504.98 1024.4 506.68 1024.51 508.03 1024.65 509.72 1024.87 510.7 1025 517.92 1026 535.8 1027.76 538.32 1028 538.98 1028.51 540.57 1028.93 544.01 1030 550 1031 0.06 386.72.035 418.27.12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 386.72 418.27 267.46 267.46 267.46.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 385.58 999.73 F Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 12 41 1030 170 212 1014 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 1483.46 INPUT Description: Station Elevation Data num= 159 0 1010.5 3.25 1010 18.74 1008.1 18.93 1008.06 19.29 1008 20.94 1007.84 31.14 1006.93 33.63 1006.7 40.65 1006.07 41.49 1006 41.51 1006 41.53 1006 42.18 1005.98 42.61 1005.98 42.86 1006 49.83 1006.01 52.06 1006.01 56.54 1006 57.04 1006 60.69 1006 61.94 1006 68.2 1005.08 76.49 1004.26 77.91 1004.03 78.79 1004 84.57 1002.88 88.61 1002.07 89.81 1002 98.26 1000.32 100.12 1000 105.33 999.97 107.36 999.96 110.3 999.94 112.84 999.95 113.2 999.95 114.53 999.95 114.67 999.95 116.15 999.95 121.38 999.89 124.93 999.86 129.33 999.86 146.69 999.04 161.49 998.43 165.19 998.27 165.58 998.26 172.83 998 178.97 997.94 182.78 997.88 185.52 997.9 191.73 998 201.73 999.4 205.09 1000 206.05 1000 210.49 1000 214.01 1000 215 1000 218.92 1000 222.01 1000 223.83 999.85 226.43 999.75 245.11 998.09 249.8 998.09 250.59 998.09 252.38 998.06 253.37 998.06 253.67 998.05 255.38 998.03 256.73 998 267.87 997.51 275.77 997.17 302.08 996 302.28 996 302.37 996 302.45 996 302.46 996 302.52 996 303.02 996 310.47 995.97 312.74 995.98 319.17 995.97 320.22 995.97 325.9 995.97 334.88 995.98 347.6 995.97 349.93 995.96 356.15 995.98 370.42 995.99 373.2 996 391.33 996 391.45 996 391.79 995.92 400 994.02 400.1 994 405.13 994 410.04 994 410.55 994.44 412.34 996 413.06 996.62 414.76 998 416.24 999.2 417.55 1000 422.99 1001.77 423.63 1002 423.89 1002.11 427.29 1004 429.53 1004.66 433.49 1006 435.51 1006.55 436.45 1006.78 441.22 1008 443.13 1008.69 447 1010 449.31 1011.76 449.61 1012 450.14 1012.4 452.26 1014 453.11 1014.66 454.88 1016 456.28 1017.05 457.51 1018 460.66 1019.69 461.08 1020 461.63 1020.37 461.81 1020.43 463.52 1020.78 468.84 1022 473.58 1022.73 478.85 1023.36 483.51 1024 484.57 1024.02 485.6 1024.08 489.14 1024.23 494.3 1024.23 494.34 1024.23 494.48 1024.23 501.86 1024.31 504.36 1024.43 507.21 1024.7 513.18 1025.15 514.29 1025.27 515.86 1025.33 517.23 1025.53 522.6 1025.65 527.66 1025.88 529.7 1026 531.25 1026.29 531.59 1026.38 533.02 1026.79 535.41 1027.32 536.95 1028 537.18 1028.1 539.8 1029.36 541.07 1030 543.27 1031.53 544.16 1032 546.4 1033.43 547.28 1034 548.41 1034.76 550 1035.99 0.06 391.33.035 412.34.12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 391.33 412.34 124.7 124.7 124.7.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 218.92 1000 F Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 48 89 1016 214 249 1016 CROSS SECTION

RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 1358.76 INPUT Description: Station Elevation Data num= 112 0 1009.57 11.61 1008.99 25.86 1008.3 31.65 1008 43.68 1006.31 46.12 1006 47.28 1005.83 48.56 1005.68 58.05 1004.49 66.41 1004 66.52 1004 66.54 1004 67.35 1003.9 73.26 1003.19 76.91 1002.62 78.49 1002.38 80.71 1002 81.49 1002 81.62 1001.99 87.82 1001.71 98.07 1001.28 130.77 1000.02 132.84 1000 149.18 998.81 152.27 998.53 157.63 998 160.26 997.71 178.09 996 194.94 996 208.47 996 222.4 996 231.88 996 243.24 996 247.71 996.11 251.98 996.34 260.49 996.55 277.4 996.32 284.71 996.03 285.73 996.03 292.1 996 304.49 996 306.38 996 307.1 996 308.31 996 311.11 996 312.98 996 326.86 996 332.37 996 332.61 996 332.66 996 370.57 994.68 385.51 994.16 390 994 393.06 994 400 994 403.58 994 406.62 995.63 407.32 996 410.58 997.73 411.09 998 413.41 998.96 413.88 999.18 416.3 1000 420.54 1001.35 422.28 1002 423.83 1002.71 426.36 1004 428.17 1004.87 430.58 1006 440.19 1007.14 446 1008 450.62 1009.05 451.95 1009.24 453.1 1009.44 454.22 1009.62 455.73 1009.54 456.98 1009.67 457.72 1009.73 464.45 1009.72 466.56 1009.72 478.95 1009.8 479.29 1009.8 483.64 1009.95 487.41 1009.96 490.8 1009.99 491.15 1009.99 491.78 1010 491.91 1010 492.74 1010.38 496.43 1012 499.33 1013.46 499.88 1013.71 500.57 1014 501.75 1014.44 506.39 1016 507.95 1016.43 513.06 1018 518.62 1020 522.41 1022 524.62 1023.61 525.23 1024 527.73 1025.73 528.11 1026 528.61 1026.34 532.16 1028 533.09 1028.34 537.53 1030 543.44 1031.79 544.25 1032 545.62 1032.19 547.56 1032.42 550 1032.71 0.06 332.37.035 406.62.12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 332.37 406.62 61.96 61.96 61.96.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 260.49 996.55 F Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 101 144 1011 270 303 1006 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 1296.8 INPUT Description: Station Elevation Data num= 111 0 1003.35 5.12 1003.14 5.44 1003.13 9.4 1003.39 16.19 1003.26 19.6 1003.27 22.9 1003.34 24.5 1003.41 28.48 1003.5 31.14 1003.41 35.86 1003.08 40.68 1002.79 50.61 1002 63.44 1001.08 77.62 1000.36 84.08 1000.02 84.94 1000.02 85.56 1000.01 86.44 1000 86.82 1000 87.21 999.97 90.78 999.78 97.04 999.42 122.13 998 122.31 998 122.37 998 122.65 998 123.66 997.88 138.76 996 144.66 996 145.86 996 147.51 996 148.6 996 149.63 996 150.2 996 157.75 996 158.82 996 160.65 996 189.54 996 192.97 996 197.98 996 228.36 996 233.49 996 262.34 996 269.01 996 290.91 997.85 293.88 998 300.45 998 306.5 998 310.28 998 328.57 996.88 342.48 996 343.23 996 343.74 995.99 346.23 995.97 347.64 995.97 378.43 994.48 380.85 994.38 387.87 994 390.14 994 397.19 994 404.58 994 405.72 994.43 408.52 996 411.03 997.37 411.94 998 414.98 999.41 416.24 1000 419.78 1001.81 420.26 1002 420.77 1002.12 426.61 1004 427.71 1004.09 445.87 1006 451.45 1006.13 453.68 1006.24 462.98 1006.44 465.65 1006.4 468.82 1006.47 470.56 1006.61 474.34 1007.01 476.65 1007.37 480.36 1007.99 480.5 1008 481.79 1008.41 485.8 1009.36 488.4 1010 491.32 1010.95 495.59 1012 499.85 1013.25 502.41 1014 504.63 1014.72 508.69 1016 513.04 1017.37 515.1 1018 516.71 1018.89 518.56 1020 520.58 1021.34 521.63 1022 522.38 1022.49 524.74 1024 525.97 1024.81 527.79 1026 529.25 1026.96 530.79 1028 532.77 1029.28 534.58 1030 542.25 1031.85 542.89 1032 544.05 1032.19 547.19 1032.65 0.06 346.23.035 408.52.12

Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 346.23 408.52 112.5 112.5 112.5.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 310.28 998 F Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 137 170 1006 289 328 1008 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 1270 INPUT Description: Station Elevation Data num= 107 0 1001.26 3.27 1001.06 16.55 1000.47 49.98 999.06 50.07 999.06 50.21 999.05 75.46 998.22 86.98 997.97 99.59 997.95 113.76 997.83 116.75 997.83 117.5 997.83 117.98 997.82 133.53 997.83 149.96 997.75 151.15 997.73 156.08 997.67 168.47 997.57 178.87 997.57 180 997.6 181.64 997.61 184.6 997.65 192.22 997.83 209.07 998.36 213.7 998.38 218.18 998.38 218.82 998.37 219.79 998.38 222.35 998.5 231.31 998.43 232.29 998.47 241.9 998.59 242.73 998.58 243.49 998.58 249.5 998.67 250.23 998.67 253.62 998.69 255.25 998.74 267.18 998.75 268.52 998.75 269.99 998.73 271.81 998.52 273.34 998.34 273.71 998.29 278.26 998.18 281.77 997.06 282.8 996.44 285.21 995.29 285.49 995.16 285.59 995.13 285.69 995.06 285.99 994.85 287.6 993.72 288.49 993.06 291.01 993.05 295.03 992.52 300 992.52 307.19 993.05 308.05 993.06 309.25 994.08 310.08 995.06 310.88 996.02 312.26 997.06 314.13 998.24 315.21 999.06 317.9 1000.96 318.1 1001.06 318.12 1001.06 318.84 1001.29 324.46 1003.06 328.3 1004.27 330.75 1005.06 333.38 1005.83 337.04 1007.06 341.19 1008.43 342.18 1008.72 343.76 1009.06 346.2 1009.69 347.96 1010.08 348.81 1010.24 349.43 1010.35 352.81 1010.83 355.98 1011.06 376.5 1012.54 379.97 1013.06 390 1014.66 391.72 1015.06 393.74 1015.48 398.59 1016.14 406.33 1017.06 408.43 1017.3 410.64 1017.6 418.91 1018.41 422.02 1019.06 423.61 1019.56 430.53 1021.06 436 1022.28 436.9 1022.44 438.08 1022.66 438.89 1022.8 440.65 1023.06 440.75 1023.06 440.76 1023.06 440.96 1023.06 443.71 1023.39 447.42 1023.82 450 1024.06 0.06 278.26.035 314.13.12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 278.26 314.13 86 86 86.1.3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 267.18 998.75 F 314.13 450 998.75 F CULVERT RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 1235 INPUT Description: Distance from Upstream XS = 24 Deck/Roadway Width = 28 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 261 998.9 298 1001.23 311 1002.21 359 1005.22 Upstream Bridge Cross Section Data Station Elevation Data num= 107 0 1001.26 3.27 1001.06 16.55 1000.47 49.98 999.06 50.07 999.06 50.21 999.05 75.46 998.22 86.98 997.97 99.59 997.95 113.76 997.83 116.75 997.83 117.5 997.83 117.98 997.82 133.53 997.83 149.96 997.75 151.15 997.73 156.08 997.67 168.47 997.57 178.87 997.57 180 997.6 181.64 997.61 184.6 997.65 192.22 997.83 209.07 998.36 213.7 998.38 218.18 998.38 218.82 998.37 219.79 998.38 222.35 998.5 231.31 998.43 232.29 998.47 241.9 998.59 242.73 998.58 243.49 998.58 249.5 998.67

250.23 998.67 253.62 998.69 255.25 998.74 267.18 998.75 268.52 998.75 269.99 998.73 271.81 998.52 273.34 998.34 273.71 998.29 278.26 998.18 281.77 997.06 282.8 996.44 285.21 995.29 285.49 995.16 285.59 995.13 285.69 995.06 285.99 994.85 287.6 993.72 288.49 993.06 291.01 993.05 295.03 992.52 300 992.52 307.19 993.05 308.05 993.06 309.25 994.08 310.08 995.06 310.88 996.02 312.26 997.06 314.13 998.24 315.21 999.06 317.9 1000.96 318.1 1001.06 318.12 1001.06 318.84 1001.29 324.46 1003.06 328.3 1004.27 330.75 1005.06 333.38 1005.83 337.04 1007.06 341.19 1008.43 342.18 1008.72 343.76 1009.06 346.2 1009.69 347.96 1010.08 348.81 1010.24 349.43 1010.35 352.81 1010.83 355.98 1011.06 376.5 1012.54 379.97 1013.06 390 1014.66 391.72 1015.06 393.74 1015.48 398.59 1016.14 406.33 1017.06 408.43 1017.3 410.64 1017.6 418.91 1018.41 422.02 1019.06 423.61 1019.56 430.53 1021.06 436 1022.28 436.9 1022.44 438.08 1022.66 438.89 1022.8 440.65 1023.06 440.75 1023.06 440.76 1023.06 440.96 1023.06 443.71 1023.39 447.42 1023.82 450 1024.06 0.06 278.26.035 314.13.12 Bank Sta: Left Right Coeff Contr. Expan. 278.26 314.13.1.3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 267.18 998.75 F 314.13 450 998.75 F Downstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 192.22 994.77 212 996.5 261 998.9 298 1001.23 311 1002.21 359 1005.22 Downstream Bridge Cross Section Data Station Elevation Data num= 103 0 998.2 3.27 998 16.55 997.41 49.98 996 50.07 996 50.21 995.99 75.46 995.16 86.98 994.91 99.59 994.89 113.76 994.77 116.75 994.77 117.5 994.77 117.98 994.76 133.53 994.77 149.96 994.69 151.15 994.67 156.08 994.61 168.47 994.51 178.87 994.51 180 994.54 181.64 994.55 184.6 994.59 192.22 994.77 209.07 995.3 213.7 995.32 218.18 995.32 218.82 995.31 219.79 995.32 222.35 995.44 231.31 995.37 232.29 995.41 241.9 995.53 242.73 995.52 243.49 995.52 249.5 995.61 250.23 995.61 253.62 995.63 255.25 995.68 267.18 995.69 268.52 995.69 269.99 995.67 271.81 995.46 273.34 995.28 273.71 995.23 278.26 995.12 281.77 994 282.8 993.38 285.21 992.23 285.49 992.1 285.59 992.07 285.69 992 285.99 991.79 287.6 990.66 288.49 990.5 308.05 990.5 309.25 991.02 310.08 992 310.88 992.96 312.26 994 314.13 995.18 315.21 996 317.9 997.9 318.1 998 318.12 998 318.84 998.23 324.46 1000 328.3 1001.21 330.75 1002 333.38 1002.77 337.04 1004 341.19 1005.37 342.18 1005.66 343.76 1006 346.2 1006.63 347.96 1007.02 348.81 1007.18 349.43 1007.29 352.81 1007.77 355.98 1008 376.5 1009.48 379.97 1010 390 1011.6 391.72 1012 393.74 1012.42 398.59 1013.08 406.33 1014 408.43 1014.24 410.64 1014.54 418.91 1015.35 422.02 1016 423.61 1016.5 430.53 1018 436 1019.22 436.9 1019.38 438.08 1019.6 438.89 1019.74 440.65 1020 440.75 1020 440.76 1020 440.96 1020 443.71 1020.33 447.42 1020.76 450 1021 0.06 278.26.035 314.13.12 Bank Sta: Left Right Coeff Contr. Expan. 278.26 314.13.1.3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 288.49 997.5 F 308.05 450 997.5 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow =.98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Arch 7 12

FHWA Chart # 41- Arch; Corrugated metal FHWA Scale # 1-90 Degree headwall Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 16 56.024.03 0.5 1 Upstream Elevation = 992.44 Centerline Station = 298 Downstream Elevation = 990.5 Centerline Station = 298 CULVERT OUTPUT Profile #PF 1 Culv Group: Culvert #1 Q Culv Group (cfs) 440.82 Culv Full Len (ft) # Barrels 1 Culv Vel US (ft/s) 11.07 Q Barrel (cfs) 440.82 Culv Vel DS (ft/s) 14.01 E.G. US. (ft) 998.76 Culv Inv El Up (ft) 992.44 W.S. US. (ft) 998.47 Culv Inv El Dn (ft) 990.50 E.G. DS (ft) 995.42 Culv Frctn Ls (ft) 1.57 W.S. DS (ft) 993.79 Culv Exit Loss (ft) 0.81 Delta EG (ft) 3.34 Culv Entr Loss (ft) 0.95 Delta WS (ft) 4.68 Q Weir (cfs) 332.99 E.G. IC (ft) 998.06 Weir Sta Lft (ft) 59.03 E.G. OC (ft) 998.76 Weir Sta Rgt (ft) 261.00 Culvert Control Outlet Weir Submerg 0.00 Culv WS Inlet (ft) 995.91 Weir Max Depth (ft) 1.19 Culv WS Outlet (ft) 993.19 Weir Avg Depth (ft) 0.69 Culv Nml Depth (ft) 2.62 Weir Flow Area (sq ft) 139.13 Culv Crt Depth (ft) 3.47 Min El Weir Flow (ft) 998.76 Warning: During subcritical analysis, while trying to calculate culvert and weir flow, the program could not get a balance of energy within the specified tolerance and number of trials. The program used the solution with the minimum error. Warning: During the culvert inlet control computations, the program could not balance the culvert/weir flow. The reported inlet energy grade answer may not be valid. Warning: During the culvert outlet control computations, the program could not balance the culvert/weir flow. The reported outlet energy grade answer may not be valid. Note: The flow in the culvert is entirely supercritical. CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 1184.3 INPUT Description: Station Elevation Data num= 103 0 998.2 3.27 998 16.55 997.41 49.98 996 50.07 996 50.21 995.99 75.46 995.16 86.98 994.91 99.59 994.89 113.76 994.77 116.75 994.77 117.5 994.77 117.98 994.76 133.53 994.77 149.96 994.69 151.15 994.67 156.08 994.61 168.47 994.51 178.87 994.51 180 994.54 181.64 994.55 184.6 994.59 192.22 994.77 209.07 995.3 213.7 995.32 218.18 995.32 218.82 995.31 219.79 995.32 222.35 995.44 231.31 995.37 232.29 995.41 241.9 995.53 242.73 995.52 243.49 995.52 249.5 995.61 250.23 995.61 253.62 995.63 255.25 995.68 267.18 995.69 268.52 995.69 269.99 995.67 271.81 995.46 273.34 995.28 273.71 995.23 278.26 995.12 281.77 994 282.8 993.38 285.21 992.23 285.49 992.1 285.59 992.07 285.69 992 285.99 991.79 287.6 990.66 288.49 990.5 308.05 990.5 309.25 991.02 310.08 992 310.88 992.96 312.26 994 314.13 995.18 315.21 996 317.9 997.9 318.1 998 318.12 998 318.84 998.23 324.46 1000 328.3 1001.21 330.75 1002 333.38 1002.77 337.04 1004 341.19 1005.37 342.18 1005.66 343.76 1006 346.2 1006.63 347.96 1007.02 348.81 1007.18 349.43 1007.29 352.81 1007.77 355.98 1008 376.5 1009.48 379.97 1010 390 1011.6 391.72 1012 393.74 1012.42 398.59 1013.08 406.33 1014 408.43 1014.24 410.64 1014.54 418.91 1015.35 422.02 1016 423.61 1016.5 430.53 1018 436 1019.22 436.9 1019.38 438.08 1019.6 438.89 1019.74 440.65 1020 440.75 1020 440.76 1020 440.96 1020 443.71 1020.33 447.42 1020.76 450 1021 0.06 278.26.035 314.13.12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 278.26 314.13 96.29 96.29 96.29.1.3

Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 288.49 997.5 F 308.05 450 997.5 F CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 1088.01 INPUT Description: Station Elevation Data num= 131 0 995.65 1.22 995.56 8.82 995.38 11.06 995.21 15.06 994.85 21.62 994 24.78 993.5 29.78 993.21 34.67 992.78 38.28 992.57 40.75 992.47 42.2 992.39 46.88 992 54.26 991.99 55.25 991.99 55.74 991.99 57.77 992 58.68 991.99 59.82 991.99 62.27 991.99 66.45 991.99 74.6 991.99 75.96 991.99 76.67 991.99 80.8 991.99 81.93 991.99 82.38 991.99 85.91 991.99 87.24 991.99 92.76 991.98 93.41 991.98 96.47 991.98 97.09 991.98 97.29 991.98 99.18 991.98 101.92 991.98 101.98 991.98 108.83 991.97 118.23 991.96 121 991.96 124.71 991.96 129.53 991.96 134.75 991.94 134.97 991.94 135.11 991.94 135.35 991.94 135.5 991.94 139.66 991.92 150.16 991.9 153.23 991.89 156.65 991.91 157.75 991.91 158.91 991.92 161.52 991.92 164.8 991.94 170.04 991.92 171.92 991.95 174.72 991.96 174.96 992 190.94 992 192.33 992 195.15 991.4 199.87 990.42 202.1 990 202.57 990 205.04 989.99 206.85 989.99 209.67 989.99 212.5 990 216.68 990.68 224.12 992 232.78 993.29 233.55 993.39 243.16 993.62 245.03 993.78 249.37 993.96 253.87 993.65 257.26 993.52 260.85 993.25 267.25 992.83 269.11 992.67 279.7 992 283.1 990.65 285.94 990.5 309.42 990.5 310.1 990.5 315.25 992 318.63 992.66 325.75 993.13 327.41 993.27 329.51 993.44 331.36 993.62 332.27 993.7 335.97 994 339.15 995.69 339.69 996 339.85 996.07 343.38 998 344.72 998.61 347.38 1000 351.62 1000.82 354.77 1002 365.99 1003.94 366.34 1004 366.41 1004 366.88 1004 368.56 1003.99 368.65 1003.99 370.62 1004 370.83 1004 371.01 1004 371.86 1004.1 375.34 1004.5 388.08 1005.98 388.41 1005.98 388.59 1005.98 391.55 1006 391.97 1006.04 398.77 1007.21 403.31 1008 403.65 1008.05 418.27 1010 419.46 1010.13 420.56 1010.22 420.68 1010.23 420.82 1010.25 421.72 1010.35 434.42 1012 442.18 1013.31 448.37 1014 450 1014.17 0.12 279.7.035 315.25.12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 279.7 315.25 126 120 101.1.3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 249.37 993.96 F CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 967 INPUT Description: FEMA L Station Elevation Data num= 7 1000 1001.7 1036 992.6 1047 986.4 1049 986.3 1052 986.1 1060 989.7 1087 1001.7 1000.12 1036.04 1060.12 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1036 1060 740 740 740.1.3 CROSS SECTION RIVER: Long Run-Jacktow REACH: Long Run-Jacktow RS: 0 INPUT Description:

Station Elevation Data num= 9 1000 988 1065 988.3 1119 984.5 1132 980.5 1138 980 1141 980.4 1143 983.2 1291 987 1323 993 1000.12 1119.04 1143.12 Bank Sta: Left Right Coeff Contr. Expan. 1119 1143.1.3

EXISTING CONDITIONS HEC-RAS SUMMARY TABLE

HEC-RAS Plan: EX-Revised River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 8381.86 PF 1 660.00 1113.35 1116.52 1116.52 1117.66 0.011740 9.04 88.00 41.31 0.95 Long Run-Jacktow 8185.59 PF 1 660.00 1105.75 1109.48 1109.48 1110.72 0.011508 9.66 87.96 55.34 0.95 Long Run-Jacktow 8057.25 PF 1 660.00 1102.00 1104.87 1104.87 1105.96 0.011402 8.61 90.46 50.18 0.94 Long Run-Jacktow 7897.87 PF 1 660.00 1097.50 1100.38 1100.38 1101.23 0.011645 8.27 112.51 71.18 0.93 Long Run-Jacktow 7684.35 PF 1 660.00 1091.94 1094.25 1094.25 1094.91 0.013983 8.10 130.99 95.13 1.00 Long Run-Jacktow 7543.95 PF 1 660.00 1087.97 1090.26 1090.26 1091.04 0.013557 7.30 104.50 75.78 0.96 Long Run-Jacktow 7171.82 PF 1 660.00 1079.94 1081.17 1080.87 1081.54 0.020621 6.33 139.12 97.44 1.07 Long Run-Jacktow 6866.73 PF 1 660.00 1071.84 1073.16 1073.16 1073.76 0.031983 8.34 116.10 97.99 1.37 Long Run-Jacktow 6713.44 PF 1 660.00 1065.00 1072.86 1070.75 1072.96 0.000838 3.63 382.93 152.54 0.23 Long Run-Jacktow 6645 Culvert Long Run-Jacktow 6590.17 PF 1 660.00 1065.00 1068.36 1068.36 1069.83 0.012552 9.72 67.92 130.49 1.00 Long Run-Jacktow 6322.54 PF 1 660.00 1061.00 1062.96 1062.09 1063.08 0.004588 3.42 243.00 127.74 0.53 Long Run-Jacktow 6060.18 PF 1 660.00 1060.00 1062.80 1062.01 1062.81 0.000376 1.46 639.11 219.42 0.17 Long Run-Jacktow 5952.13 PF 1 660.00 1058.00 1061.31 1061.31 1062.57 0.011859 9.12 77.65 214.37 0.95 Long Run-Jacktow 5724.52 PF 1 660.00 1049.88 1055.48 1055.59 0.000687 3.19 358.12 149.46 0.25 Long Run-Jacktow 5668.1 PF 1 660.00 1048.00 1055.43 1052.20 1055.56 0.000560 3.39 344.82 112.43 0.23 Long Run-Jacktow 5625 Culvert Long Run-Jacktow 5580.29 PF 1 660.00 1045.92 1051.05 1051.05 1052.13 0.007192 9.10 111.99 63.87 0.78 Long Run-Jacktow 5448.73 PF 1 660.00 1043.95 1047.12 1047.12 1048.00 0.010208 8.12 109.13 66.50 0.88 Long Run-Jacktow 5136.9 PF 1 660.00 1038.79 1041.11 1041.11 1041.92 0.013988 7.76 104.71 67.91 0.99 Long Run-Jacktow 4801.54 PF 1 660.00 1033.50 1035.65 1035.26 1035.83 0.009683 5.94 223.89 190.58 0.73 Long Run-Jacktow 4657.81 PF 1 660.00 1033.00 1034.24 1033.96 1034.34 0.010712 2.61 265.16 279.25 0.54 Long Run-Jacktow 4561.65 PF 1 660.00 1032.00 1033.55 1032.86 1033.64 0.005195 3.61 293.22 235.69 0.56 Long Run-Jacktow 4520.13 PF 1 660.00 1032.00 1033.14 1032.82 1033.31 0.013450 4.88 220.28 232.82 0.86 Long Run-Jacktow 4496 Culvert Long Run-Jacktow 4488.5 PF 1 660.00 1031.28 1032.88 1032.71 1033.17 0.017775 6.13 176.41 182.14 1.02 Long Run-Jacktow 4437.73 PF 1 660.00 1030.13 1031.56 1031.56 1031.97 0.033027 7.44 147.04 177.09 1.34 Long Run-Jacktow 4319.1 PF 1 660.00 1027.00 1030.16 1028.50 1030.21 0.000714 2.20 431.01 185.47 0.23 Long Run-Jacktow 4213.13 PF 1 660.00 1024.45 1030.17 1026.74 1030.18 0.000099 1.18 833.74 207.95 0.10 Long Run-Jacktow 4105.87 PF 1 660.00 1022.99 1030.15 1030.17 0.000100 1.37 762.41 156.04 0.10 Long Run-Jacktow 3935.63 PF 1 660.00 1021.99 1030.15 1023.50 1030.16 0.000036 0.98 721.29 125.85 0.06 Long Run-Jacktow 3759.95 PF 1 660.00 1017.60 1030.12 1023.15 1030.15 0.000087 1.47 529.37 124.02 0.09 Long Run-Jacktow 3692 Culvert Long Run-Jacktow 3658.44 PF 1 660.00 1017.60 1023.46 1023.46 1024.49 0.016422 8.16 80.85 39.32 1.00 Long Run-Jacktow 3491.77 PF 1 660.00 1015.98 1018.83 1018.83 1019.21 0.010748 6.64 195.28 204.28 0.85 Long Run-Jacktow 3291.77 PF 1 660.00 1013.05 1016.06 1016.06 1016.16 0.002814 3.33 303.53 187.47 0.43 Long Run-Jacktow 2970.02 PF 1 660.00 1008.00 1012.18 1012.18 1013.03 0.011195 7.42 96.48 93.76 0.88 Long Run-Jacktow 2729.4 PF 1 660.00 1005.98 1010.99 1011.01 0.000217 1.55 710.18 234.26 0.14 Long Run-Jacktow 2597.08 PF 1 660.00 1005.29 1010.98 1010.99 0.000085 1.16 1045.42 286.65 0.09 Long Run-Jacktow 2427.18 PF 1 660.00 1002.39 1010.98 1006.73 1010.98 0.000047 0.97 1227.76 322.78 0.07 Long Run-Jacktow 2377 Culvert Long Run-Jacktow 2068.9 PF 1 660.00 1001.62 1003.74 1004.14 0.008415 6.25 168.99 131.19 0.77 Long Run-Jacktow 1952.86 PF 1 660.00 998.00 1003.67 1002.58 1003.79 0.001030 3.43 369.60 199.19 0.29

HEC-RAS Plan: EX-Revised River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 1865 Culvert Long Run-Jacktow 1750.92 PF 1 660.00 996.00 999.73 999.73 999.89 0.003836 4.39 274.59 201.76 0.52 Long Run-Jacktow 1483.46 PF 1 660.00 994.00 998.84 997.07 998.90 0.000682 2.85 440.01 213.04 0.24 Long Run-Jacktow 1358.76 PF 1 660.00 994.00 998.83 996.21 998.85 0.000184 1.45 682.63 231.17 0.13 Long Run-Jacktow 1296.8 PF 1 660.00 994.00 998.81 996.28 998.84 0.000217 1.58 653.63 233.93 0.14 Long Run-Jacktow 1270 PF 1 660.00 992.52 998.47 995.90 998.76 0.001710 4.34 153.30 201.72 0.37 Long Run-Jacktow 1235 Culvert Long Run-Jacktow 1184.3 PF 1 660.00 990.50 993.79 993.79 995.42 0.011983 10.27 64.26 29.85 1.00 Long Run-Jacktow 1088.01 PF 1 950.00 990.50 994.18 993.53 994.32 0.001748 4.05 672.42 316.11 0.38 Long Run-Jacktow 967 PF 1 950.00 986.10 992.11 991.85 993.72 0.013729 10.25 98.24 28.53 0.91 Long Run-Jacktow 0 PF 1 950.00 980.00 985.85 985.32 986.58 0.006707 7.56 251.90 146.39 0.65

MODIFIED TOWNSHIP CULVERTS HEC-RAS SUMMARY TABLE

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 8381.86 PF 1 ABRAMS 660.00 1113.35 1116.52 1116.52 1117.66 0.011740 9.04 88.00 41.31 0.95 Long Run-Jacktow 8381.86 PF 1 EX-Revised 660.00 1113.35 1116.52 1116.52 1117.66 0.011740 9.04 88.00 41.31 0.95 Long Run-Jacktow 8185.59 PF 1 ABRAMS 660.00 1105.75 1109.47 1109.47 1110.72 0.011576 9.68 87.76 55.22 0.95 Long Run-Jacktow 8185.59 PF 1 EX-Revised 660.00 1105.75 1109.48 1109.48 1110.72 0.011508 9.66 87.96 55.34 0.95 Long Run-Jacktow 8057.25 PF 1 ABRAMS 660.00 1102.00 1104.89 1104.89 1105.96 0.011199 8.56 91.12 50.37 0.93 Long Run-Jacktow 8057.25 PF 1 EX-Revised 660.00 1102.00 1104.87 1104.87 1105.96 0.011402 8.61 90.46 50.18 0.94 Long Run-Jacktow 7897.87 PF 1 ABRAMS 660.00 1097.50 1100.38 1100.38 1101.23 0.011645 8.27 112.51 71.18 0.93 Long Run-Jacktow 7897.87 PF 1 EX-Revised 660.00 1097.50 1100.38 1100.38 1101.23 0.011645 8.27 112.51 71.18 0.93 Long Run-Jacktow 7684.35 PF 1 ABRAMS 660.00 1091.94 1094.25 1094.25 1094.91 0.013983 8.10 130.99 95.13 1.00 Long Run-Jacktow 7684.35 PF 1 EX-Revised 660.00 1091.94 1094.25 1094.25 1094.91 0.013983 8.10 130.99 95.13 1.00 Long Run-Jacktow 7543.95 PF 1 ABRAMS 660.00 1087.97 1090.26 1090.26 1091.04 0.013557 7.30 104.50 75.78 0.96 Long Run-Jacktow 7543.95 PF 1 EX-Revised 660.00 1087.97 1090.26 1090.26 1091.04 0.013557 7.30 104.50 75.78 0.96 Long Run-Jacktow 7171.82 PF 1 ABRAMS 660.00 1079.94 1081.08 1080.87 1081.50 0.025527 6.72 130.43 97.24 1.18 Long Run-Jacktow 7171.82 PF 1 EX-Revised 660.00 1079.94 1081.17 1080.87 1081.54 0.020621 6.33 139.12 97.44 1.07 Long Run-Jacktow 6866.73 PF 1 ABRAMS 660.00 1071.84 1073.44 1073.16 1073.84 0.015699 6.77 144.06 98.65 0.99 Long Run-Jacktow 6866.73 PF 1 EX-Revised 660.00 1071.84 1073.16 1073.16 1073.76 0.031983 8.34 116.10 97.99 1.37 Long Run-Jacktow 6713.44 PF 1 ABRAMS 660.00 1065.00 1070.75 1070.75 1071.60 0.007107 8.52 136.97 84.90 0.64 Long Run-Jacktow 6713.44 PF 1 EX-Revised 660.00 1065.00 1072.86 1070.75 1072.96 0.000838 3.63 382.93 152.54 0.23 Long Run-Jacktow 6645 Culvert Long Run-Jacktow 6590.17 PF 1 ABRAMS 660.00 1065.00 1068.36 1068.36 1069.83 0.012552 9.72 67.92 130.49 1.00 Long Run-Jacktow 6590.17 PF 1 EX-Revised 660.00 1065.00 1068.36 1068.36 1069.83 0.012552 9.72 67.92 130.49 1.00 Long Run-Jacktow 6322.54 PF 1 ABRAMS 660.00 1061.00 1062.96 1062.09 1063.08 0.004588 3.42 243.00 127.74 0.53 Long Run-Jacktow 6322.54 PF 1 EX-Revised 660.00 1061.00 1062.96 1062.09 1063.08 0.004588 3.42 243.00 127.74 0.53 Long Run-Jacktow 6060.18 PF 1 ABRAMS 660.00 1060.00 1062.80 1062.01 1062.81 0.000376 1.46 639.11 219.42 0.17 Long Run-Jacktow 6060.18 PF 1 EX-Revised 660.00 1060.00 1062.80 1062.01 1062.81 0.000376 1.46 639.11 219.42 0.17 Long Run-Jacktow 5952.13 PF 1 ABRAMS 660.00 1058.00 1061.31 1061.31 1062.57 0.011859 9.12 77.65 214.37 0.95 Long Run-Jacktow 5952.13 PF 1 EX-Revised 660.00 1058.00 1061.31 1061.31 1062.57 0.011859 9.12 77.65 214.37 0.95 Long Run-Jacktow 5724.52 PF 1 ABRAMS 660.00 1049.88 1054.71 1054.93 0.001533 4.25 250.56 129.38 0.37 Long Run-Jacktow 5724.52 PF 1 EX-Revised 660.00 1049.88 1055.48 1055.59 0.000687 3.19 358.12 149.46 0.25 Long Run-Jacktow 5668.1 PF 1 ABRAMS 660.00 1048.00 1054.64 1052.20 1054.86 0.001066 4.30 259.77 102.34 0.31 Long Run-Jacktow 5668.1 PF 1 EX-Revised 660.00 1048.00 1055.43 1052.20 1055.56 0.000560 3.39 344.82 112.43 0.23

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 5625 Culvert Long Run-Jacktow 5580.29 PF 1 ABRAMS 660.00 1045.92 1051.05 1051.05 1052.13 0.007192 9.10 111.99 63.87 0.78 Long Run-Jacktow 5580.29 PF 1 EX-Revised 660.00 1045.92 1051.05 1051.05 1052.13 0.007192 9.10 111.99 63.87 0.78 Long Run-Jacktow 5448.73 PF 1 ABRAMS 660.00 1043.95 1047.12 1047.12 1048.00 0.010208 8.12 109.13 66.50 0.88 Long Run-Jacktow 5448.73 PF 1 EX-Revised 660.00 1043.95 1047.12 1047.12 1048.00 0.010208 8.12 109.13 66.50 0.88 Long Run-Jacktow 5136.9 PF 1 ABRAMS 660.00 1038.79 1041.11 1041.11 1041.92 0.013988 7.76 104.71 67.91 0.99 Long Run-Jacktow 5136.9 PF 1 EX-Revised 660.00 1038.79 1041.11 1041.11 1041.92 0.013988 7.76 104.71 67.91 0.99 Long Run-Jacktow 4801.54 PF 1 ABRAMS 660.00 1033.50 1035.65 1035.83 0.009668 5.93 224.00 190.61 0.73 Long Run-Jacktow 4801.54 PF 1 EX-Revised 660.00 1033.50 1035.65 1035.26 1035.83 0.009683 5.94 223.89 190.58 0.73 Long Run-Jacktow 4657.81 PF 1 ABRAMS 660.00 1033.00 1034.24 1034.34 0.010748 2.61 264.88 279.24 0.54 Long Run-Jacktow 4657.81 PF 1 EX-Revised 660.00 1033.00 1034.24 1033.96 1034.34 0.010712 2.61 265.16 279.25 0.54 Long Run-Jacktow 4561.65 PF 1 ABRAMS 660.00 1032.00 1033.55 1033.64 0.005242 3.62 292.33 235.48 0.56 Long Run-Jacktow 4561.65 PF 1 EX-Revised 660.00 1032.00 1033.55 1032.86 1033.64 0.005195 3.61 293.22 235.69 0.56 Long Run-Jacktow 4520.13 PF 1 ABRAMS 660.00 1032.00 1033.06 1032.82 1033.26 0.017632 5.53 200.71 228.68 0.99 Long Run-Jacktow 4520.13 PF 1 EX-Revised 660.00 1032.00 1033.14 1032.82 1033.31 0.013450 4.88 220.28 232.82 0.86 Long Run-Jacktow 4496 Culvert Long Run-Jacktow 4488.5 PF 1 ABRAMS 660.00 1031.28 1032.82 1032.71 1033.15 0.022152 6.57 164.36 180.17 1.12 Long Run-Jacktow 4488.5 PF 1 EX-Revised 660.00 1031.28 1032.88 1032.71 1033.17 0.017775 6.13 176.41 182.14 1.02 Long Run-Jacktow 4437.73 PF 1 ABRAMS 660.00 1030.13 1031.65 1031.55 1031.98 0.023895 6.68 163.22 179.73 1.15 Long Run-Jacktow 4437.73 PF 1 EX-Revised 660.00 1030.13 1031.56 1031.56 1031.97 0.033027 7.44 147.04 177.09 1.34 Long Run-Jacktow 4319.1 PF 1 ABRAMS 660.00 1027.00 1030.17 1028.50 1030.22 0.000705 2.19 432.62 185.53 0.23 Long Run-Jacktow 4319.1 PF 1 EX-Revised 660.00 1027.00 1030.16 1028.50 1030.21 0.000714 2.20 431.01 185.47 0.23 Long Run-Jacktow 4213.13 PF 1 ABRAMS 660.00 1024.45 1030.17 1030.18 0.000099 1.18 833.74 207.95 0.10 Long Run-Jacktow 4213.13 PF 1 EX-Revised 660.00 1024.45 1030.17 1026.74 1030.18 0.000099 1.18 833.74 207.95 0.10 Long Run-Jacktow 4105.87 PF 1 ABRAMS 660.00 1022.99 1030.15 1030.17 0.000100 1.37 762.41 156.04 0.10 Long Run-Jacktow 4105.87 PF 1 EX-Revised 660.00 1022.99 1030.15 1030.17 0.000100 1.37 762.41 156.04 0.10 Long Run-Jacktow 3935.63 PF 1 ABRAMS 660.00 1021.99 1030.15 1023.50 1030.16 0.000036 0.98 721.29 125.85 0.06 Long Run-Jacktow 3935.63 PF 1 EX-Revised 660.00 1021.99 1030.15 1023.50 1030.16 0.000036 0.98 721.29 125.85 0.06 Long Run-Jacktow 3759.95 PF 1 ABRAMS 660.00 1017.60 1030.12 1023.15 1030.15 0.000087 1.47 529.37 124.02 0.09 Long Run-Jacktow 3759.95 PF 1 EX-Revised 660.00 1017.60 1030.12 1023.15 1030.15 0.000087 1.47 529.37 124.02 0.09 Long Run-Jacktow 3692 Culvert

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 3658.44 PF 1 ABRAMS 660.00 1017.60 1023.46 1023.46 1024.49 0.016422 8.16 80.85 39.32 1.00 Long Run-Jacktow 3658.44 PF 1 EX-Revised 660.00 1017.60 1023.46 1023.46 1024.49 0.016422 8.16 80.85 39.32 1.00 Long Run-Jacktow 3491.77 PF 1 ABRAMS 660.00 1015.98 1018.83 1018.83 1019.21 0.010748 6.64 195.28 204.28 0.85 Long Run-Jacktow 3491.77 PF 1 EX-Revised 660.00 1015.98 1018.83 1018.83 1019.21 0.010748 6.64 195.28 204.28 0.85 Long Run-Jacktow 3291.77 PF 1 ABRAMS 660.00 1013.05 1016.06 1016.06 1016.16 0.002814 3.33 303.53 187.47 0.43 Long Run-Jacktow 3291.77 PF 1 EX-Revised 660.00 1013.05 1016.06 1016.06 1016.16 0.002814 3.33 303.53 187.47 0.43 Long Run-Jacktow 2970.02 PF 1 ABRAMS 660.00 1008.00 1012.18 1012.18 1013.03 0.011193 7.42 96.49 93.76 0.88 Long Run-Jacktow 2970.02 PF 1 EX-Revised 660.00 1008.00 1012.18 1012.18 1013.03 0.011195 7.42 96.48 93.76 0.88 Long Run-Jacktow 2729.4 PF 1 ABRAMS 660.00 1005.98 1009.62 1009.70 0.001292 2.90 391.62 224.20 0.31 Long Run-Jacktow 2729.4 PF 1 EX-Revised 660.00 1005.98 1010.99 1011.01 0.000217 1.55 710.18 234.26 0.14 Long Run-Jacktow 2597.08 PF 1 ABRAMS 660.00 1005.29 1009.58 1009.61 0.000303 1.78 668.27 254.57 0.16 Long Run-Jacktow 2597.08 PF 1 EX-Revised 660.00 1005.29 1010.98 1010.99 0.000085 1.16 1045.42 286.65 0.09 Long Run-Jacktow 2427.18 PF 1 ABRAMS 660.00 1002.39 1009.56 1006.73 1009.57 0.000142 1.42 798.56 265.50 0.11 Long Run-Jacktow 2427.18 PF 1 EX-Revised 660.00 1002.39 1010.98 1006.73 1010.98 0.000047 0.97 1227.76 322.78 0.07 Long Run-Jacktow 2377 Culvert Long Run-Jacktow 2068.9 PF 1 ABRAMS 660.00 1001.62 1003.74 1004.14 0.008415 6.25 168.99 131.19 0.77 Long Run-Jacktow 2068.9 PF 1 EX-Revised 660.00 1001.62 1003.74 1004.14 0.008415 6.25 168.99 131.19 0.77 Long Run-Jacktow 1952.86 PF 1 ABRAMS 660.00 998.00 1003.67 1002.58 1003.79 0.001030 3.43 369.60 199.19 0.29 Long Run-Jacktow 1952.86 PF 1 EX-Revised 660.00 998.00 1003.67 1002.58 1003.79 0.001030 3.43 369.60 199.19 0.29 Long Run-Jacktow 1865 Culvert Long Run-Jacktow 1750.92 PF 1 ABRAMS 660.00 996.00 999.73 999.73 999.89 0.003836 4.39 274.59 201.76 0.52 Long Run-Jacktow 1750.92 PF 1 EX-Revised 660.00 996.00 999.73 999.73 999.89 0.003836 4.39 274.59 201.76 0.52 Long Run-Jacktow 1483.46 PF 1 ABRAMS 660.00 994.00 997.84 997.07 998.02 0.002505 4.58 275.91 154.25 0.44 Long Run-Jacktow 1483.46 PF 1 EX-Revised 660.00 994.00 998.84 997.07 998.90 0.000682 2.85 440.01 213.04 0.24 Long Run-Jacktow 1358.76 PF 1 ABRAMS 660.00 994.00 997.80 996.21 997.85 0.000599 2.14 450.69 218.22 0.22 Long Run-Jacktow 1358.76 PF 1 EX-Revised 660.00 994.00 998.83 996.21 998.85 0.000184 1.45 682.63 231.17 0.13 Long Run-Jacktow 1296.8 PF 1 ABRAMS 660.00 994.00 997.58 996.28 997.78 0.001791 3.58 201.36 212.07 0.37 Long Run-Jacktow 1296.8 PF 1 EX-Revised 660.00 994.00 998.81 996.28 998.84 0.000217 1.58 653.63 233.93 0.14 Long Run-Jacktow 1270 PF 1 ABRAMS 660.00 992.52 996.35 995.90 997.31 0.009047 7.88 83.73 28.32 0.81 Long Run-Jacktow 1270 PF 1 EX-Revised 660.00 992.52 998.47 995.90 998.76 0.001710 4.34 153.30 201.72 0.37

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 1235 Culvert Long Run-Jacktow 1184.3 PF 1 ABRAMS 660.00 990.50 993.79 993.79 995.42 0.011983 10.27 64.26 29.85 1.00 Long Run-Jacktow 1184.3 PF 1 EX-Revised 660.00 990.50 993.79 993.79 995.42 0.011983 10.27 64.26 29.85 1.00 Long Run-Jacktow 1088.01 PF 1 ABRAMS 950.00 990.50 994.18 993.53 994.32 0.001748 4.05 672.42 316.11 0.38 Long Run-Jacktow 1088.01 PF 1 EX-Revised 950.00 990.50 994.18 993.53 994.32 0.001748 4.05 672.42 316.11 0.38 Long Run-Jacktow 967 PF 1 ABRAMS 950.00 986.10 992.11 991.85 993.72 0.013729 10.25 98.24 28.53 0.91 Long Run-Jacktow 967 PF 1 EX-Revised 950.00 986.10 992.11 991.85 993.72 0.013729 10.25 98.24 28.53 0.91 Long Run-Jacktow 0 PF 1 ABRAMS 950.00 980.00 985.85 985.32 986.58 0.006707 7.56 251.90 146.39 0.65 Long Run-Jacktow 0 PF 1 EX-Revised 950.00 980.00 985.85 985.32 986.58 0.006707 7.56 251.90 146.39 0.65

CULVERT WATER SURFACE ELEVATION REDUCTION SKETCHES

WAINWRIGHT DRIVE CULVERT REPLACEMENT EFFECTS

ABRAMS DRIVE CULVERT REPLACEMENT EFFECTS

REBECCAS STREET CULVERT REPLACEMENT EFFECTS

S. WHITMORE ROAD CULVERT REPLACEMENT EFFECTS

ROTH DRIVE ADDITIONAL FLOOD PIPES

96003 HEC-RAS Plan: 1) RothFloodPipes 10/11/2011 2) EX-Revised 10/10/2011 1040 Legend WS PF 1 - EX-Revised WS PF 1 - RothFloodPipes Ground Ineff 1030 Bank Sta 1020 Elevation (ft) 1010 1000 990 0 100 200 300 400 500 Station (ft)

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 8381.86 PF 1 RothFloodPipes 660.00 1113.35 1116.52 1116.52 1117.66 0.011740 9.04 88.00 41.31 0.95 Long Run-Jacktow 8381.86 PF 1 EX-Revised 660.00 1113.35 1116.52 1116.52 1117.66 0.011740 9.04 88.00 41.31 0.95 Long Run-Jacktow 8185.59 PF 1 RothFloodPipes 660.00 1105.75 1109.48 1109.48 1110.72 0.011508 9.66 87.96 55.34 0.95 Long Run-Jacktow 8185.59 PF 1 EX-Revised 660.00 1105.75 1109.48 1109.48 1110.72 0.011508 9.66 87.96 55.34 0.95 Long Run-Jacktow 8057.25 PF 1 RothFloodPipes 660.00 1102.00 1104.87 1104.87 1105.96 0.011402 8.61 90.46 50.18 0.94 Long Run-Jacktow 8057.25 PF 1 EX-Revised 660.00 1102.00 1104.87 1104.87 1105.96 0.011402 8.61 90.46 50.18 0.94 Long Run-Jacktow 7897.87 PF 1 RothFloodPipes 660.00 1097.50 1100.38 1100.38 1101.23 0.011645 8.27 112.51 71.18 0.93 Long Run-Jacktow 7897.87 PF 1 EX-Revised 660.00 1097.50 1100.38 1100.38 1101.23 0.011645 8.27 112.51 71.18 0.93 Long Run-Jacktow 7684.35 PF 1 RothFloodPipes 660.00 1091.94 1094.25 1094.25 1094.91 0.013983 8.10 130.99 95.13 1.00 Long Run-Jacktow 7684.35 PF 1 EX-Revised 660.00 1091.94 1094.25 1094.25 1094.91 0.013983 8.10 130.99 95.13 1.00 Long Run-Jacktow 7543.95 PF 1 RothFloodPipes 660.00 1087.97 1090.26 1090.26 1091.04 0.013557 7.30 104.50 75.78 0.96 Long Run-Jacktow 7543.95 PF 1 EX-Revised 660.00 1087.97 1090.26 1090.26 1091.04 0.013557 7.30 104.50 75.78 0.96 Long Run-Jacktow 7171.82 PF 1 RothFloodPipes 660.00 1079.94 1081.17 1080.87 1081.54 0.020621 6.33 139.12 97.44 1.07 Long Run-Jacktow 7171.82 PF 1 EX-Revised 660.00 1079.94 1081.17 1080.87 1081.54 0.020621 6.33 139.12 97.44 1.07 Long Run-Jacktow 6866.73 PF 1 RothFloodPipes 660.00 1071.84 1073.16 1073.16 1073.76 0.031983 8.34 116.10 97.99 1.37 Long Run-Jacktow 6866.73 PF 1 EX-Revised 660.00 1071.84 1073.16 1073.16 1073.76 0.031983 8.34 116.10 97.99 1.37 Long Run-Jacktow 6713.44 PF 1 RothFloodPipes 660.00 1065.00 1072.86 1070.75 1072.96 0.000838 3.63 382.93 152.54 0.23 Long Run-Jacktow 6713.44 PF 1 EX-Revised 660.00 1065.00 1072.86 1070.75 1072.96 0.000838 3.63 382.93 152.54 0.23 Long Run-Jacktow 6645 Culvert Long Run-Jacktow 6590.17 PF 1 RothFloodPipes 660.00 1065.00 1068.36 1068.36 1069.83 0.012552 9.72 67.92 130.49 1.00 Long Run-Jacktow 6590.17 PF 1 EX-Revised 660.00 1065.00 1068.36 1068.36 1069.83 0.012552 9.72 67.92 130.49 1.00 Long Run-Jacktow 6322.54 PF 1 RothFloodPipes 660.00 1061.00 1062.96 1062.09 1063.08 0.004588 3.42 243.00 127.74 0.53 Long Run-Jacktow 6322.54 PF 1 EX-Revised 660.00 1061.00 1062.96 1062.09 1063.08 0.004588 3.42 243.00 127.74 0.53 Long Run-Jacktow 6060.18 PF 1 RothFloodPipes 660.00 1060.00 1062.80 1062.01 1062.81 0.000376 1.46 639.11 219.42 0.17 Long Run-Jacktow 6060.18 PF 1 EX-Revised 660.00 1060.00 1062.80 1062.01 1062.81 0.000376 1.46 639.11 219.42 0.17 Long Run-Jacktow 5952.13 PF 1 RothFloodPipes 660.00 1058.00 1061.31 1061.31 1062.57 0.011859 9.12 77.65 214.37 0.95 Long Run-Jacktow 5952.13 PF 1 EX-Revised 660.00 1058.00 1061.31 1061.31 1062.57 0.011859 9.12 77.65 214.37 0.95 Long Run-Jacktow 5724.52 PF 1 RothFloodPipes 660.00 1049.88 1055.48 1055.59 0.000687 3.19 358.12 149.46 0.25 Long Run-Jacktow 5724.52 PF 1 EX-Revised 660.00 1049.88 1055.48 1055.59 0.000687 3.19 358.12 149.46 0.25 Long Run-Jacktow 5668.1 PF 1 RothFloodPipes 660.00 1048.00 1055.43 1052.20 1055.56 0.000560 3.39 344.82 112.43 0.23 Long Run-Jacktow 5668.1 PF 1 EX-Revised 660.00 1048.00 1055.43 1052.20 1055.56 0.000560 3.39 344.82 112.43 0.23

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 5625 Culvert Long Run-Jacktow 5580.29 PF 1 RothFloodPipes 660.00 1045.92 1051.05 1051.05 1052.13 0.007192 9.10 111.99 63.87 0.78 Long Run-Jacktow 5580.29 PF 1 EX-Revised 660.00 1045.92 1051.05 1051.05 1052.13 0.007192 9.10 111.99 63.87 0.78 Long Run-Jacktow 5448.73 PF 1 RothFloodPipes 660.00 1043.95 1047.12 1047.12 1048.00 0.010208 8.12 109.13 66.50 0.88 Long Run-Jacktow 5448.73 PF 1 EX-Revised 660.00 1043.95 1047.12 1047.12 1048.00 0.010208 8.12 109.13 66.50 0.88 Long Run-Jacktow 5136.9 PF 1 RothFloodPipes 660.00 1038.79 1041.11 1041.11 1041.92 0.013988 7.76 104.71 67.91 0.99 Long Run-Jacktow 5136.9 PF 1 EX-Revised 660.00 1038.79 1041.11 1041.11 1041.92 0.013988 7.76 104.71 67.91 0.99 Long Run-Jacktow 4801.54 PF 1 RothFloodPipes 660.00 1033.50 1035.65 1035.26 1035.83 0.009683 5.94 223.89 190.58 0.73 Long Run-Jacktow 4801.54 PF 1 EX-Revised 660.00 1033.50 1035.65 1035.26 1035.83 0.009683 5.94 223.89 190.58 0.73 Long Run-Jacktow 4657.81 PF 1 RothFloodPipes 660.00 1033.00 1034.24 1033.96 1034.34 0.010712 2.61 265.16 279.25 0.54 Long Run-Jacktow 4657.81 PF 1 EX-Revised 660.00 1033.00 1034.24 1033.96 1034.34 0.010712 2.61 265.16 279.25 0.54 Long Run-Jacktow 4561.65 PF 1 RothFloodPipes 660.00 1032.00 1033.55 1032.86 1033.64 0.005195 3.61 293.22 235.69 0.56 Long Run-Jacktow 4561.65 PF 1 EX-Revised 660.00 1032.00 1033.55 1032.86 1033.64 0.005195 3.61 293.22 235.69 0.56 Long Run-Jacktow 4520.13 PF 1 RothFloodPipes 660.00 1032.00 1033.14 1032.82 1033.31 0.013450 4.88 220.28 232.82 0.86 Long Run-Jacktow 4520.13 PF 1 EX-Revised 660.00 1032.00 1033.14 1032.82 1033.31 0.013450 4.88 220.28 232.82 0.86 Long Run-Jacktow 4496 Culvert Long Run-Jacktow 4488.5 PF 1 RothFloodPipes 660.00 1031.28 1032.88 1032.71 1033.17 0.017775 6.13 176.41 182.14 1.02 Long Run-Jacktow 4488.5 PF 1 EX-Revised 660.00 1031.28 1032.88 1032.71 1033.17 0.017775 6.13 176.41 182.14 1.02 Long Run-Jacktow 4437.73 PF 1 RothFloodPipes 660.00 1030.13 1031.56 1031.56 1031.97 0.033027 7.44 147.04 177.09 1.34 Long Run-Jacktow 4437.73 PF 1 EX-Revised 660.00 1030.13 1031.56 1031.56 1031.97 0.033027 7.44 147.04 177.09 1.34 Long Run-Jacktow 4319.1 PF 1 RothFloodPipes 660.00 1027.00 1030.16 1028.50 1030.21 0.000714 2.20 431.01 185.47 0.23 Long Run-Jacktow 4319.1 PF 1 EX-Revised 660.00 1027.00 1030.16 1028.50 1030.21 0.000714 2.20 431.01 185.47 0.23 Long Run-Jacktow 4213.13 PF 1 RothFloodPipes 660.00 1024.45 1030.17 1026.74 1030.18 0.000099 1.18 833.74 207.95 0.10 Long Run-Jacktow 4213.13 PF 1 EX-Revised 660.00 1024.45 1030.17 1026.74 1030.18 0.000099 1.18 833.74 207.95 0.10 Long Run-Jacktow 4105.87 PF 1 RothFloodPipes 660.00 1022.99 1030.15 1030.17 0.000100 1.37 762.41 156.04 0.10 Long Run-Jacktow 4105.87 PF 1 EX-Revised 660.00 1022.99 1030.15 1030.17 0.000100 1.37 762.41 156.04 0.10 Long Run-Jacktow 3935.63 PF 1 RothFloodPipes 660.00 1021.99 1030.15 1023.50 1030.16 0.000036 0.98 721.29 125.85 0.06 Long Run-Jacktow 3935.63 PF 1 EX-Revised 660.00 1021.99 1030.15 1023.50 1030.16 0.000036 0.98 721.29 125.85 0.06 Long Run-Jacktow 3759.95 PF 1 RothFloodPipes 660.00 1017.60 1030.12 1023.15 1030.15 0.000087 1.47 529.37 124.02 0.09 Long Run-Jacktow 3759.95 PF 1 EX-Revised 660.00 1017.60 1030.12 1023.15 1030.15 0.000087 1.47 529.37 124.02 0.09

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 3692 Culvert Long Run-Jacktow 3658.44 PF 1 RothFloodPipes 660.00 1017.60 1023.46 1023.46 1024.49 0.016422 8.16 80.85 39.32 1.00 Long Run-Jacktow 3658.44 PF 1 EX-Revised 660.00 1017.60 1023.46 1023.46 1024.49 0.016422 8.16 80.85 39.32 1.00 Long Run-Jacktow 3491.77 PF 1 RothFloodPipes 660.00 1015.98 1018.83 1018.83 1019.21 0.010748 6.64 195.28 204.28 0.85 Long Run-Jacktow 3491.77 PF 1 EX-Revised 660.00 1015.98 1018.83 1018.83 1019.21 0.010748 6.64 195.28 204.28 0.85 Long Run-Jacktow 3291.77 PF 1 RothFloodPipes 660.00 1013.05 1016.06 1016.06 1016.16 0.002814 3.33 303.53 187.47 0.43 Long Run-Jacktow 3291.77 PF 1 EX-Revised 660.00 1013.05 1016.06 1016.06 1016.16 0.002814 3.33 303.53 187.47 0.43 Long Run-Jacktow 2970.02 PF 1 RothFloodPipes 660.00 1008.00 1012.18 1012.18 1013.03 0.011195 7.42 96.48 93.76 0.88 Long Run-Jacktow 2970.02 PF 1 EX-Revised 660.00 1008.00 1012.18 1012.18 1013.03 0.011195 7.42 96.48 93.76 0.88 Long Run-Jacktow 2729.4 PF 1 RothFloodPipes 660.00 1005.98 1010.99 1011.01 0.000217 1.55 710.18 234.26 0.14 Long Run-Jacktow 2729.4 PF 1 EX-Revised 660.00 1005.98 1010.99 1011.01 0.000217 1.55 710.18 234.26 0.14 Long Run-Jacktow 2597.08 PF 1 RothFloodPipes 660.00 1005.29 1010.98 1010.99 0.000085 1.16 1045.42 286.65 0.09 Long Run-Jacktow 2597.08 PF 1 EX-Revised 660.00 1005.29 1010.98 1010.99 0.000085 1.16 1045.42 286.65 0.09 Long Run-Jacktow 2427.18 PF 1 RothFloodPipes 660.00 1002.39 1010.98 1006.73 1010.98 0.000047 0.97 1227.76 322.78 0.07 Long Run-Jacktow 2427.18 PF 1 EX-Revised 660.00 1002.39 1010.98 1006.73 1010.98 0.000047 0.97 1227.76 322.78 0.07 Long Run-Jacktow 2377 Culvert Long Run-Jacktow 2068.9 PF 1 RothFloodPipes 660.00 1001.62 1003.55 1003.46 1004.08 0.012650 7.17 143.99 122.43 0.93 Long Run-Jacktow 2068.9 PF 1 EX-Revised 660.00 1001.62 1003.74 1004.14 0.008415 6.25 168.99 131.19 0.77 Long Run-Jacktow 1952.86 PF 1 RothFloodPipes 660.00 998.00 1003.43 1002.58 1003.59 0.001437 3.89 321.53 195.68 0.34 Long Run-Jacktow 1952.86 PF 1 EX-Revised 660.00 998.00 1003.67 1002.58 1003.79 0.001030 3.43 369.60 199.19 0.29 Long Run-Jacktow 1865 Culvert Long Run-Jacktow 1750.92 PF 1 RothFloodPipes 660.00 996.00 999.73 999.73 999.89 0.003836 4.39 274.59 201.76 0.52 Long Run-Jacktow 1750.92 PF 1 EX-Revised 660.00 996.00 999.73 999.73 999.89 0.003836 4.39 274.59 201.76 0.52 Long Run-Jacktow 1483.46 PF 1 RothFloodPipes 660.00 994.00 998.84 997.07 998.90 0.000682 2.85 440.01 213.04 0.24 Long Run-Jacktow 1483.46 PF 1 EX-Revised 660.00 994.00 998.84 997.07 998.90 0.000682 2.85 440.01 213.04 0.24 Long Run-Jacktow 1358.76 PF 1 RothFloodPipes 660.00 994.00 998.83 996.21 998.85 0.000184 1.45 682.63 231.17 0.13 Long Run-Jacktow 1358.76 PF 1 EX-Revised 660.00 994.00 998.83 996.21 998.85 0.000184 1.45 682.63 231.17 0.13 Long Run-Jacktow 1296.8 PF 1 RothFloodPipes 660.00 994.00 998.81 996.28 998.84 0.000217 1.58 653.63 233.93 0.14 Long Run-Jacktow 1296.8 PF 1 EX-Revised 660.00 994.00 998.81 996.28 998.84 0.000217 1.58 653.63 233.93 0.14

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 1270 PF 1 RothFloodPipes 660.00 992.52 998.47 995.90 998.76 0.001710 4.34 153.30 201.72 0.37 Long Run-Jacktow 1270 PF 1 EX-Revised 660.00 992.52 998.47 995.90 998.76 0.001710 4.34 153.30 201.72 0.37 Long Run-Jacktow 1235 Culvert Long Run-Jacktow 1184.3 PF 1 RothFloodPipes 660.00 990.50 993.79 993.79 995.42 0.011983 10.27 64.26 29.85 1.00 Long Run-Jacktow 1184.3 PF 1 EX-Revised 660.00 990.50 993.79 993.79 995.42 0.011983 10.27 64.26 29.85 1.00 Long Run-Jacktow 1088.01 PF 1 RothFloodPipes 950.00 990.50 994.18 993.53 994.32 0.001748 4.05 672.42 316.11 0.38 Long Run-Jacktow 1088.01 PF 1 EX-Revised 950.00 990.50 994.18 993.53 994.32 0.001748 4.05 672.42 316.11 0.38 Long Run-Jacktow 967 PF 1 RothFloodPipes 950.00 986.10 992.11 991.85 993.72 0.013729 10.25 98.24 28.53 0.91 Long Run-Jacktow 967 PF 1 EX-Revised 950.00 986.10 992.11 991.85 993.72 0.013729 10.25 98.24 28.53 0.91 Long Run-Jacktow 0 PF 1 RothFloodPipes 950.00 980.00 985.85 985.32 986.58 0.006707 7.56 251.90 146.39 0.65 Long Run-Jacktow 0 PF 1 EX-Revised 950.00 980.00 985.85 985.32 986.58 0.006707 7.56 251.90 146.39 0.65

ROBBINS STATION ROAD MODIFIED CULVERTS HEC-RAS SUMMARY TABLE

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 8381.86 PF 1 RobbinsStation 660.00 1113.35 1116.52 1116.52 1117.66 0.011740 9.04 88.00 41.31 0.95 Long Run-Jacktow 8381.86 PF 1 EX-Revised 660.00 1113.35 1116.52 1116.52 1117.66 0.011740 9.04 88.00 41.31 0.95 Long Run-Jacktow 8185.59 PF 1 RobbinsStation 660.00 1105.75 1109.47 1109.47 1110.72 0.011576 9.68 87.76 55.22 0.95 Long Run-Jacktow 8185.59 PF 1 EX-Revised 660.00 1105.75 1109.48 1109.48 1110.72 0.011508 9.66 87.96 55.34 0.95 Long Run-Jacktow 8057.25 PF 1 RobbinsStation 660.00 1102.00 1104.89 1104.89 1105.96 0.011199 8.56 91.12 50.37 0.93 Long Run-Jacktow 8057.25 PF 1 EX-Revised 660.00 1102.00 1104.87 1104.87 1105.96 0.011402 8.61 90.46 50.18 0.94 Long Run-Jacktow 7897.87 PF 1 RobbinsStation 660.00 1097.50 1100.38 1100.38 1101.23 0.011645 8.27 112.51 71.18 0.93 Long Run-Jacktow 7897.87 PF 1 EX-Revised 660.00 1097.50 1100.38 1100.38 1101.23 0.011645 8.27 112.51 71.18 0.93 Long Run-Jacktow 7684.35 PF 1 RobbinsStation 660.00 1091.94 1094.25 1094.25 1094.91 0.013983 8.10 130.99 95.13 1.00 Long Run-Jacktow 7684.35 PF 1 EX-Revised 660.00 1091.94 1094.25 1094.25 1094.91 0.013983 8.10 130.99 95.13 1.00 Long Run-Jacktow 7543.95 PF 1 RobbinsStation 660.00 1087.97 1090.26 1090.26 1091.04 0.013557 7.30 104.50 75.78 0.96 Long Run-Jacktow 7543.95 PF 1 EX-Revised 660.00 1087.97 1090.26 1090.26 1091.04 0.013557 7.30 104.50 75.78 0.96 Long Run-Jacktow 7171.82 PF 1 RobbinsStation 660.00 1079.94 1081.08 1080.87 1081.50 0.025527 6.72 130.43 97.24 1.18 Long Run-Jacktow 7171.82 PF 1 EX-Revised 660.00 1079.94 1081.17 1080.87 1081.54 0.020621 6.33 139.12 97.44 1.07 Long Run-Jacktow 6866.73 PF 1 RobbinsStation 660.00 1071.84 1073.44 1073.16 1073.84 0.015699 6.77 144.06 98.65 0.99 Long Run-Jacktow 6866.73 PF 1 EX-Revised 660.00 1071.84 1073.16 1073.16 1073.76 0.031983 8.34 116.10 97.99 1.37 Long Run-Jacktow 6713.44 PF 1 RobbinsStation 660.00 1065.00 1071.87 1070.75 1072.13 0.002141 5.29 247.98 112.59 0.36 Long Run-Jacktow 6713.44 PF 1 EX-Revised 660.00 1065.00 1072.86 1070.75 1072.96 0.000838 3.63 382.93 152.54 0.23 Long Run-Jacktow 6645 Culvert Long Run-Jacktow 6590.17 PF 1 RobbinsStation 660.00 1065.00 1068.36 1068.36 1069.83 0.012552 9.72 67.92 130.49 1.00 Long Run-Jacktow 6590.17 PF 1 EX-Revised 660.00 1065.00 1068.36 1068.36 1069.83 0.012552 9.72 67.92 130.49 1.00 Long Run-Jacktow 6322.54 PF 1 RobbinsStation 660.00 1061.00 1062.96 1062.09 1063.08 0.004588 3.42 243.00 127.74 0.53 Long Run-Jacktow 6322.54 PF 1 EX-Revised 660.00 1061.00 1062.96 1062.09 1063.08 0.004588 3.42 243.00 127.74 0.53 Long Run-Jacktow 6060.18 PF 1 RobbinsStation 660.00 1060.00 1062.80 1062.01 1062.81 0.000376 1.46 639.11 219.42 0.17 Long Run-Jacktow 6060.18 PF 1 EX-Revised 660.00 1060.00 1062.80 1062.01 1062.81 0.000376 1.46 639.11 219.42 0.17 Long Run-Jacktow 5952.13 PF 1 RobbinsStation 660.00 1058.00 1061.31 1061.31 1062.57 0.011859 9.12 77.65 214.37 0.95 Long Run-Jacktow 5952.13 PF 1 EX-Revised 660.00 1058.00 1061.31 1061.31 1062.57 0.011859 9.12 77.65 214.37 0.95 Long Run-Jacktow 5724.52 PF 1 RobbinsStation 660.00 1049.88 1054.71 1054.93 0.001533 4.25 250.56 129.38 0.37 Long Run-Jacktow 5724.52 PF 1 EX-Revised 660.00 1049.88 1055.48 1055.59 0.000687 3.19 358.12 149.46 0.25 Long Run-Jacktow 5668.1 PF 1 RobbinsStation 660.00 1048.00 1054.64 1052.20 1054.86 0.001066 4.30 259.77 102.34 0.31 Long Run-Jacktow 5668.1 PF 1 EX-Revised 660.00 1048.00 1055.43 1052.20 1055.56 0.000560 3.39 344.82 112.43 0.23 Long Run-Jacktow 5625 Culvert

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 5580.29 PF 1 RobbinsStation 660.00 1045.92 1051.05 1051.05 1052.13 0.007192 9.10 111.99 63.87 0.78 Long Run-Jacktow 5580.29 PF 1 EX-Revised 660.00 1045.92 1051.05 1051.05 1052.13 0.007192 9.10 111.99 63.87 0.78 Long Run-Jacktow 5448.73 PF 1 RobbinsStation 660.00 1043.95 1047.12 1047.12 1048.00 0.010208 8.12 109.13 66.50 0.88 Long Run-Jacktow 5448.73 PF 1 EX-Revised 660.00 1043.95 1047.12 1047.12 1048.00 0.010208 8.12 109.13 66.50 0.88 Long Run-Jacktow 5136.9 PF 1 RobbinsStation 660.00 1038.79 1041.11 1041.11 1041.92 0.013988 7.76 104.71 67.91 0.99 Long Run-Jacktow 5136.9 PF 1 EX-Revised 660.00 1038.79 1041.11 1041.11 1041.92 0.013988 7.76 104.71 67.91 0.99 Long Run-Jacktow 4801.54 PF 1 RobbinsStation 660.00 1033.50 1035.65 1035.83 0.009668 5.93 224.00 190.61 0.73 Long Run-Jacktow 4801.54 PF 1 EX-Revised 660.00 1033.50 1035.65 1035.26 1035.83 0.009683 5.94 223.89 190.58 0.73 Long Run-Jacktow 4657.81 PF 1 RobbinsStation 660.00 1033.00 1034.24 1034.34 0.010748 2.61 264.88 279.24 0.54 Long Run-Jacktow 4657.81 PF 1 EX-Revised 660.00 1033.00 1034.24 1033.96 1034.34 0.010712 2.61 265.16 279.25 0.54 Long Run-Jacktow 4561.65 PF 1 RobbinsStation 660.00 1032.00 1033.55 1033.64 0.005242 3.62 292.33 235.48 0.56 Long Run-Jacktow 4561.65 PF 1 EX-Revised 660.00 1032.00 1033.55 1032.86 1033.64 0.005195 3.61 293.22 235.69 0.56 Long Run-Jacktow 4520.13 PF 1 RobbinsStation 660.00 1032.00 1033.06 1032.82 1033.26 0.017632 5.53 200.71 228.68 0.99 Long Run-Jacktow 4520.13 PF 1 EX-Revised 660.00 1032.00 1033.14 1032.82 1033.31 0.013450 4.88 220.28 232.82 0.86 Long Run-Jacktow 4496 Culvert Long Run-Jacktow 4488.5 PF 1 RobbinsStation 660.00 1031.28 1032.82 1032.71 1033.15 0.022152 6.57 164.36 180.17 1.12 Long Run-Jacktow 4488.5 PF 1 EX-Revised 660.00 1031.28 1032.88 1032.71 1033.17 0.017775 6.13 176.41 182.14 1.02 Long Run-Jacktow 4437.73 PF 1 RobbinsStation 660.00 1030.13 1031.65 1031.55 1031.98 0.023895 6.68 163.22 179.73 1.15 Long Run-Jacktow 4437.73 PF 1 EX-Revised 660.00 1030.13 1031.56 1031.56 1031.97 0.033027 7.44 147.04 177.09 1.34 Long Run-Jacktow 4319.1 PF 1 RobbinsStation 660.00 1027.00 1028.88 1028.50 1029.10 0.006636 4.54 205.33 163.78 0.65 Long Run-Jacktow 4319.1 PF 1 EX-Revised 660.00 1027.00 1030.16 1028.50 1030.21 0.000714 2.20 431.01 185.47 0.23 Long Run-Jacktow 4213.13 PF 1 RobbinsStation 660.00 1024.45 1028.81 1028.84 0.000349 1.76 557.10 199.35 0.17 Long Run-Jacktow 4213.13 PF 1 EX-Revised 660.00 1024.45 1030.17 1026.74 1030.18 0.000099 1.18 833.74 207.95 0.10 Long Run-Jacktow 4105.87 PF 1 RobbinsStation 660.00 1022.99 1028.78 1028.81 0.000270 1.89 552.08 149.36 0.16 Long Run-Jacktow 4105.87 PF 1 EX-Revised 660.00 1022.99 1030.15 1030.17 0.000100 1.37 762.41 156.04 0.10 Long Run-Jacktow 3935.63 PF 1 RobbinsStation 660.00 1021.99 1028.76 1023.50 1028.78 0.000071 1.21 571.37 104.55 0.09 Long Run-Jacktow 3935.63 PF 1 EX-Revised 660.00 1021.99 1030.15 1023.50 1030.16 0.000036 0.98 721.29 125.85 0.06 Long Run-Jacktow 3759.95 PF 1 RobbinsStation 660.00 1017.60 1028.71 1023.15 1028.76 0.000179 1.85 381.35 88.10 0.13 Long Run-Jacktow 3759.95 PF 1 EX-Revised 660.00 1017.60 1030.12 1023.15 1030.15 0.000087 1.47 529.37 124.02 0.09 Long Run-Jacktow 3692 Culvert Long Run-Jacktow 3658.44 PF 1 RobbinsStation 660.00 1017.60 1023.46 1023.46 1024.49 0.016422 8.16 80.85 39.32 1.00

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 3658.44 PF 1 EX-Revised 660.00 1017.60 1023.46 1023.46 1024.49 0.016422 8.16 80.85 39.32 1.00 Long Run-Jacktow 3491.77 PF 1 RobbinsStation 660.00 1015.98 1018.83 1018.83 1019.21 0.010748 6.64 195.28 204.28 0.85 Long Run-Jacktow 3491.77 PF 1 EX-Revised 660.00 1015.98 1018.83 1018.83 1019.21 0.010748 6.64 195.28 204.28 0.85 Long Run-Jacktow 3291.77 PF 1 RobbinsStation 660.00 1013.05 1016.06 1016.06 1016.16 0.002814 3.33 303.53 187.47 0.43 Long Run-Jacktow 3291.77 PF 1 EX-Revised 660.00 1013.05 1016.06 1016.06 1016.16 0.002814 3.33 303.53 187.47 0.43 Long Run-Jacktow 2970.02 PF 1 RobbinsStation 660.00 1008.00 1012.18 1012.18 1013.03 0.011193 7.42 96.49 93.76 0.88 Long Run-Jacktow 2970.02 PF 1 EX-Revised 660.00 1008.00 1012.18 1012.18 1013.03 0.011195 7.42 96.48 93.76 0.88 Long Run-Jacktow 2729.4 PF 1 RobbinsStation 660.00 1005.98 1009.62 1009.70 0.001292 2.90 391.62 224.20 0.31 Long Run-Jacktow 2729.4 PF 1 EX-Revised 660.00 1005.98 1010.99 1011.01 0.000217 1.55 710.18 234.26 0.14 Long Run-Jacktow 2597.08 PF 1 RobbinsStation 660.00 1005.29 1009.58 1009.61 0.000303 1.78 668.27 254.57 0.16 Long Run-Jacktow 2597.08 PF 1 EX-Revised 660.00 1005.29 1010.98 1010.99 0.000085 1.16 1045.42 286.65 0.09 Long Run-Jacktow 2427.18 PF 1 RobbinsStation 660.00 1002.39 1009.56 1006.73 1009.57 0.000142 1.42 798.56 265.50 0.11 Long Run-Jacktow 2427.18 PF 1 EX-Revised 660.00 1002.39 1010.98 1006.73 1010.98 0.000047 0.97 1227.76 322.78 0.07 Long Run-Jacktow 2377 Culvert Long Run-Jacktow 2068.9 PF 1 RobbinsStation 660.00 1001.62 1003.74 1004.14 0.008415 6.25 168.99 131.19 0.77 Long Run-Jacktow 2068.9 PF 1 EX-Revised 660.00 1001.62 1003.74 1004.14 0.008415 6.25 168.99 131.19 0.77 Long Run-Jacktow 1952.86 PF 1 RobbinsStation 660.00 998.00 1003.67 1002.58 1003.79 0.001030 3.43 369.60 199.19 0.29 Long Run-Jacktow 1952.86 PF 1 EX-Revised 660.00 998.00 1003.67 1002.58 1003.79 0.001030 3.43 369.60 199.19 0.29 Long Run-Jacktow 1865 Culvert Long Run-Jacktow 1750.92 PF 1 RobbinsStation 660.00 996.00 999.73 999.73 999.89 0.003836 4.39 274.59 201.76 0.52 Long Run-Jacktow 1750.92 PF 1 EX-Revised 660.00 996.00 999.73 999.73 999.89 0.003836 4.39 274.59 201.76 0.52 Long Run-Jacktow 1483.46 PF 1 RobbinsStation 660.00 994.00 998.84 997.07 998.90 0.000682 2.85 440.01 213.04 0.24 Long Run-Jacktow 1483.46 PF 1 EX-Revised 660.00 994.00 998.84 997.07 998.90 0.000682 2.85 440.01 213.04 0.24 Long Run-Jacktow 1358.76 PF 1 RobbinsStation 660.00 994.00 998.83 996.21 998.85 0.000184 1.45 682.63 231.17 0.13 Long Run-Jacktow 1358.76 PF 1 EX-Revised 660.00 994.00 998.83 996.21 998.85 0.000184 1.45 682.63 231.17 0.13 Long Run-Jacktow 1296.8 PF 1 RobbinsStation 660.00 994.00 998.81 996.28 998.84 0.000217 1.58 653.63 233.93 0.14 Long Run-Jacktow 1296.8 PF 1 EX-Revised 660.00 994.00 998.81 996.28 998.84 0.000217 1.58 653.63 233.93 0.14 Long Run-Jacktow 1270 PF 1 RobbinsStation 660.00 992.52 998.47 995.90 998.76 0.001710 4.34 153.30 201.72 0.37 Long Run-Jacktow 1270 PF 1 EX-Revised 660.00 992.52 998.47 995.90 998.76 0.001710 4.34 153.30 201.72 0.37 Long Run-Jacktow 1235 Culvert Long Run-Jacktow 1184.3 PF 1 RobbinsStation 660.00 990.50 993.79 993.79 995.42 0.011983 10.27 64.26 29.85 1.00

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 1184.3 PF 1 EX-Revised 660.00 990.50 993.79 993.79 995.42 0.011983 10.27 64.26 29.85 1.00 Long Run-Jacktow 1088.01 PF 1 RobbinsStation 950.00 990.50 994.18 993.53 994.32 0.001748 4.05 672.42 316.11 0.38 Long Run-Jacktow 1088.01 PF 1 EX-Revised 950.00 990.50 994.18 993.53 994.32 0.001748 4.05 672.42 316.11 0.38 Long Run-Jacktow 967 PF 1 RobbinsStation 950.00 986.10 992.11 991.85 993.72 0.013729 10.25 98.24 28.53 0.91 Long Run-Jacktow 967 PF 1 EX-Revised 950.00 986.10 992.11 991.85 993.72 0.013729 10.25 98.24 28.53 0.91 Long Run-Jacktow 0 PF 1 RobbinsStation 950.00 980.00 985.85 985.32 986.58 0.006707 7.56 251.90 146.39 0.65 Long Run-Jacktow 0 PF 1 EX-Revised 950.00 980.00 985.85 985.32 986.58 0.006707 7.56 251.90 146.39 0.65

MODIFIED CULVERTS AND BEND REDUCTION HEC-RAS SUMMARY TABLE

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 8381.86 PF 1 Bends 660.00 1113.35 1116.52 1116.52 1117.66 0.011740 9.04 88.00 41.31 0.95 Long Run-Jacktow 8381.86 PF 1 EX-Revised 660.00 1113.35 1116.52 1116.52 1117.66 0.011740 9.04 88.00 41.31 0.95 Long Run-Jacktow 8185.59 PF 1 Bends 660.00 1105.75 1109.47 1109.47 1110.72 0.011576 9.68 87.76 55.22 0.95 Long Run-Jacktow 8185.59 PF 1 EX-Revised 660.00 1105.75 1109.48 1109.48 1110.72 0.011508 9.66 87.96 55.34 0.95 Long Run-Jacktow 8057.25 PF 1 Bends 660.00 1102.00 1104.89 1104.89 1105.96 0.011199 8.56 91.12 50.37 0.93 Long Run-Jacktow 8057.25 PF 1 EX-Revised 660.00 1102.00 1104.87 1104.87 1105.96 0.011402 8.61 90.46 50.18 0.94 Long Run-Jacktow 7897.87 PF 1 Bends 660.00 1097.50 1100.38 1100.38 1101.23 0.011645 8.27 112.51 71.18 0.93 Long Run-Jacktow 7897.87 PF 1 EX-Revised 660.00 1097.50 1100.38 1100.38 1101.23 0.011645 8.27 112.51 71.18 0.93 Long Run-Jacktow 7684.35 PF 1 Bends 660.00 1091.94 1094.25 1094.25 1094.91 0.013983 8.10 130.99 95.13 1.00 Long Run-Jacktow 7684.35 PF 1 EX-Revised 660.00 1091.94 1094.25 1094.25 1094.91 0.013983 8.10 130.99 95.13 1.00 Long Run-Jacktow 7543.95 PF 1 Bends 660.00 1087.97 1090.26 1090.26 1091.04 0.013557 7.30 104.50 75.78 0.96 Long Run-Jacktow 7543.95 PF 1 EX-Revised 660.00 1087.97 1090.26 1090.26 1091.04 0.013557 7.30 104.50 75.78 0.96 Long Run-Jacktow 7171.82 PF 1 Bends 660.00 1079.94 1081.08 1080.87 1081.50 0.025527 6.72 130.43 97.24 1.18 Long Run-Jacktow 7171.82 PF 1 EX-Revised 660.00 1079.94 1081.17 1080.87 1081.54 0.020621 6.33 139.12 97.44 1.07 Long Run-Jacktow 6866.73 PF 1 Bends 660.00 1071.84 1073.44 1073.16 1073.84 0.015699 6.77 144.06 98.65 0.99 Long Run-Jacktow 6866.73 PF 1 EX-Revised 660.00 1071.84 1073.16 1073.16 1073.76 0.031983 8.34 116.10 97.99 1.37 Long Run-Jacktow 6713.44 PF 1 Bends 660.00 1065.00 1070.75 1070.75 1071.60 0.007107 8.52 136.97 84.90 0.64 Long Run-Jacktow 6713.44 PF 1 EX-Revised 660.00 1065.00 1072.86 1070.75 1072.96 0.000838 3.63 382.93 152.54 0.23 Long Run-Jacktow 6645 Culvert Long Run-Jacktow 6590.17 PF 1 Bends 660.00 1065.00 1068.36 1068.36 1069.83 0.012552 9.72 67.92 130.49 1.00 Long Run-Jacktow 6590.17 PF 1 EX-Revised 660.00 1065.00 1068.36 1068.36 1069.83 0.012552 9.72 67.92 130.49 1.00 Long Run-Jacktow 6322.54 PF 1 Bends 660.00 1061.00 1062.50 1062.09 1062.70 0.011446 4.06 184.48 126.31 0.77 Long Run-Jacktow 6322.54 PF 1 EX-Revised 660.00 1061.00 1062.96 1062.09 1063.08 0.004588 3.42 243.00 127.74 0.53 Long Run-Jacktow 6060.18 PF 1 Bends 660.00 1060.00 1062.01 1062.01 1062.04 0.000977 1.81 469.36 211.50 0.25 Long Run-Jacktow 6060.18 PF 1 EX-Revised 660.00 1060.00 1062.80 1062.01 1062.81 0.000376 1.46 639.11 219.42 0.17 Long Run-Jacktow 5952.13 PF 1 EX-Revised 660.00 1058.00 1061.31 1061.31 1062.57 0.011859 9.12 77.65 214.37 0.95 Long Run-Jacktow 5892 Culvert Long Run-Jacktow 5724.52 PF 1 Bends 660.00 1049.88 1054.71 1053.23 1054.93 0.001533 4.25 250.56 129.38 0.37 Long Run-Jacktow 5724.52 PF 1 EX-Revised 660.00 1049.88 1055.48 1055.59 0.000687 3.19 358.12 149.46 0.25 Long Run-Jacktow 5668.1 PF 1 Bends 660.00 1048.00 1054.64 1052.20 1054.86 0.001066 4.30 259.77 102.34 0.31 Long Run-Jacktow 5668.1 PF 1 EX-Revised 660.00 1048.00 1055.43 1052.20 1055.56 0.000560 3.39 344.82 112.43 0.23

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 5625 Culvert Long Run-Jacktow 5580.29 PF 1 Bends 660.00 1045.92 1051.05 1051.05 1052.13 0.007192 9.10 111.99 63.87 0.78 Long Run-Jacktow 5580.29 PF 1 EX-Revised 660.00 1045.92 1051.05 1051.05 1052.13 0.007192 9.10 111.99 63.87 0.78 Long Run-Jacktow 5448.73 PF 1 Bends 660.00 1043.95 1047.12 1047.12 1048.00 0.010208 8.12 109.13 66.50 0.88 Long Run-Jacktow 5448.73 PF 1 EX-Revised 660.00 1043.95 1047.12 1047.12 1048.00 0.010208 8.12 109.13 66.50 0.88 Long Run-Jacktow 5136.9 PF 1 Bends 660.00 1038.79 1041.11 1041.11 1041.92 0.013988 7.76 104.71 67.91 0.99 Long Run-Jacktow 5136.9 PF 1 EX-Revised 660.00 1038.79 1041.11 1041.11 1041.92 0.013988 7.76 104.71 67.91 0.99 Long Run-Jacktow 4801.54 PF 1 Bends 660.00 1033.50 1035.65 1035.83 0.009668 5.93 224.00 190.61 0.73 Long Run-Jacktow 4801.54 PF 1 EX-Revised 660.00 1033.50 1035.65 1035.26 1035.83 0.009683 5.94 223.89 190.58 0.73 Long Run-Jacktow 4657.81 PF 1 Bends 660.00 1033.00 1034.24 1034.34 0.010748 2.61 264.88 279.24 0.54 Long Run-Jacktow 4657.81 PF 1 EX-Revised 660.00 1033.00 1034.24 1033.96 1034.34 0.010712 2.61 265.16 279.25 0.54 Long Run-Jacktow 4561.65 PF 1 Bends 660.00 1032.00 1033.55 1033.64 0.005242 3.62 292.33 235.48 0.56 Long Run-Jacktow 4561.65 PF 1 EX-Revised 660.00 1032.00 1033.55 1032.86 1033.64 0.005195 3.61 293.22 235.69 0.56 Long Run-Jacktow 4520.13 PF 1 Bends 660.00 1032.00 1033.06 1032.82 1033.26 0.017632 5.53 200.71 228.68 0.99 Long Run-Jacktow 4520.13 PF 1 EX-Revised 660.00 1032.00 1033.14 1032.82 1033.31 0.013450 4.88 220.28 232.82 0.86 Long Run-Jacktow 4496 Culvert Long Run-Jacktow 4488.5 PF 1 Bends 660.00 1031.28 1032.82 1032.71 1033.15 0.022152 6.57 164.36 180.17 1.12 Long Run-Jacktow 4488.5 PF 1 EX-Revised 660.00 1031.28 1032.88 1032.71 1033.17 0.017775 6.13 176.41 182.14 1.02 Long Run-Jacktow 4437.73 PF 1 Bends 660.00 1030.13 1031.65 1031.55 1031.98 0.023895 6.68 163.22 179.73 1.15 Long Run-Jacktow 4437.73 PF 1 EX-Revised 660.00 1030.13 1031.56 1031.56 1031.97 0.033027 7.44 147.04 177.09 1.34 Long Run-Jacktow 4319.1 PF 1 Bends 660.00 1027.00 1030.17 1028.50 1030.22 0.000705 2.19 432.62 185.53 0.23 Long Run-Jacktow 4319.1 PF 1 EX-Revised 660.00 1027.00 1030.16 1028.50 1030.21 0.000714 2.20 431.01 185.47 0.23 Long Run-Jacktow 4213.13 PF 1 Bends 660.00 1024.45 1030.17 1030.18 0.000099 1.18 833.74 207.95 0.10 Long Run-Jacktow 4213.13 PF 1 EX-Revised 660.00 1024.45 1030.17 1026.74 1030.18 0.000099 1.18 833.74 207.95 0.10 Long Run-Jacktow 4105.87 PF 1 Bends 660.00 1022.99 1030.15 1030.17 0.000100 1.37 762.41 156.04 0.10 Long Run-Jacktow 4105.87 PF 1 EX-Revised 660.00 1022.99 1030.15 1030.17 0.000100 1.37 762.41 156.04 0.10 Long Run-Jacktow 3935.63 PF 1 Bends 660.00 1021.99 1030.15 1023.50 1030.16 0.000036 0.98 721.29 125.85 0.06 Long Run-Jacktow 3935.63 PF 1 EX-Revised 660.00 1021.99 1030.15 1023.50 1030.16 0.000036 0.98 721.29 125.85 0.06 Long Run-Jacktow 3759.95 PF 1 Bends 660.00 1017.60 1030.12 1023.15 1030.15 0.000087 1.47 529.37 124.02 0.09 Long Run-Jacktow 3759.95 PF 1 EX-Revised 660.00 1017.60 1030.12 1023.15 1030.15 0.000087 1.47 529.37 124.02 0.09

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 3692 Culvert Long Run-Jacktow 3658.44 PF 1 Bends 660.00 1017.60 1023.46 1023.46 1024.49 0.016422 8.16 80.85 39.32 1.00 Long Run-Jacktow 3658.44 PF 1 EX-Revised 660.00 1017.60 1023.46 1023.46 1024.49 0.016422 8.16 80.85 39.32 1.00 Long Run-Jacktow 3491.77 PF 1 Bends 660.00 1015.98 1018.83 1018.83 1019.21 0.010748 6.64 195.28 204.28 0.85 Long Run-Jacktow 3491.77 PF 1 EX-Revised 660.00 1015.98 1018.83 1018.83 1019.21 0.010748 6.64 195.28 204.28 0.85 Long Run-Jacktow 3291.77 PF 1 Bends 660.00 1013.05 1016.06 1016.06 1016.16 0.002814 3.33 303.53 187.47 0.43 Long Run-Jacktow 3291.77 PF 1 EX-Revised 660.00 1013.05 1016.06 1016.06 1016.16 0.002814 3.33 303.53 187.47 0.43 Long Run-Jacktow 2970.02 PF 1 Bends 660.00 1008.00 1012.18 1012.18 1013.03 0.011193 7.42 96.49 93.76 0.88 Long Run-Jacktow 2970.02 PF 1 EX-Revised 660.00 1008.00 1012.18 1012.18 1013.03 0.011195 7.42 96.48 93.76 0.88 Long Run-Jacktow 2729.4 PF 1 Bends 660.00 1005.98 1009.62 1009.70 0.001292 2.90 391.62 224.20 0.31 Long Run-Jacktow 2729.4 PF 1 EX-Revised 660.00 1005.98 1010.99 1011.01 0.000217 1.55 710.18 234.26 0.14 Long Run-Jacktow 2597.08 PF 1 Bends 660.00 1005.29 1009.58 1009.61 0.000303 1.78 668.27 254.57 0.16 Long Run-Jacktow 2597.08 PF 1 EX-Revised 660.00 1005.29 1010.98 1010.99 0.000085 1.16 1045.42 286.65 0.09 Long Run-Jacktow 2427.18 PF 1 Bends 660.00 1002.39 1009.56 1006.73 1009.57 0.000142 1.42 798.56 265.50 0.11 Long Run-Jacktow 2427.18 PF 1 EX-Revised 660.00 1002.39 1010.98 1006.73 1010.98 0.000047 0.97 1227.76 322.78 0.07 Long Run-Jacktow 2377 Culvert Long Run-Jacktow 2068.9 PF 1 Bends 660.00 1001.62 1003.74 1004.14 0.008415 6.25 168.99 131.19 0.77 Long Run-Jacktow 2068.9 PF 1 EX-Revised 660.00 1001.62 1003.74 1004.14 0.008415 6.25 168.99 131.19 0.77 Long Run-Jacktow 1952.86 PF 1 Bends 660.00 998.00 1003.67 1002.58 1003.79 0.001030 3.43 369.60 199.19 0.29 Long Run-Jacktow 1952.86 PF 1 EX-Revised 660.00 998.00 1003.67 1002.58 1003.79 0.001030 3.43 369.60 199.19 0.29 Long Run-Jacktow 1865 Culvert Long Run-Jacktow 1750.92 PF 1 Bends 660.00 996.00 999.73 999.73 999.89 0.003836 4.39 274.59 201.76 0.52 Long Run-Jacktow 1750.92 PF 1 EX-Revised 660.00 996.00 999.73 999.73 999.89 0.003836 4.39 274.59 201.76 0.52 Long Run-Jacktow 1483.46 PF 1 Bends 660.00 994.00 997.84 997.07 998.02 0.002505 4.58 275.91 154.25 0.44 Long Run-Jacktow 1483.46 PF 1 EX-Revised 660.00 994.00 998.84 997.07 998.90 0.000682 2.85 440.01 213.04 0.24 Long Run-Jacktow 1358.76 PF 1 Bends 660.00 994.00 997.80 996.21 997.85 0.000599 2.14 450.69 218.22 0.22 Long Run-Jacktow 1358.76 PF 1 EX-Revised 660.00 994.00 998.83 996.21 998.85 0.000184 1.45 682.63 231.17 0.13 Long Run-Jacktow 1296.8 PF 1 Bends 660.00 994.00 997.58 996.28 997.78 0.001791 3.58 201.36 212.07 0.37 Long Run-Jacktow 1296.8 PF 1 EX-Revised 660.00 994.00 998.81 996.28 998.84 0.000217 1.58 653.63 233.93 0.14 Long Run-Jacktow 1270 PF 1 Bends 660.00 992.52 996.35 995.90 997.31 0.009047 7.88 83.73 28.32 0.81 Long Run-Jacktow 1270 PF 1 EX-Revised 660.00 992.52 998.47 995.90 998.76 0.001710 4.34 153.30 201.72 0.37

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 1235 Culvert Long Run-Jacktow 1184.3 PF 1 Bends 660.00 990.50 993.79 993.79 995.42 0.011983 10.27 64.26 29.85 1.00 Long Run-Jacktow 1184.3 PF 1 EX-Revised 660.00 990.50 993.79 993.79 995.42 0.011983 10.27 64.26 29.85 1.00 Long Run-Jacktow 1088.01 PF 1 Bends 950.00 990.50 994.18 993.53 994.32 0.001748 4.05 672.42 316.11 0.38 Long Run-Jacktow 1088.01 PF 1 EX-Revised 950.00 990.50 994.18 993.53 994.32 0.001748 4.05 672.42 316.11 0.38 Long Run-Jacktow 967 PF 1 Bends 950.00 986.10 992.11 991.85 993.72 0.013729 10.25 98.24 28.53 0.91 Long Run-Jacktow 967 PF 1 EX-Revised 950.00 986.10 992.11 991.85 993.72 0.013729 10.25 98.24 28.53 0.91 Long Run-Jacktow 0 PF 1 Bends 950.00 980.00 985.85 985.32 986.58 0.006707 7.56 251.90 146.39 0.65 Long Run-Jacktow 0 PF 1 EX-Revised 950.00 980.00 985.85 985.32 986.58 0.006707 7.56 251.90 146.39 0.65

BEND ELIMINATION PIPE SIZING CALCULATION

Culvert Report Hydraflow Express Extension for AutoCAD Civil 3D 2011 by Autodesk, Inc. Saturday, Aug 20 2011 Cir Culvert Invert Elev Dn (ft) = 1048.00 Pipe Length (ft) = 500.00 Slope (%) = 1.00 Invert Elev Up (ft) = 1053.00 Rise (in) = 72.0 Shape = Cir Span (in) = 72.0 No. Barrels = 1 n-value = 0.012 Inlet Edge = 0 Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.5 Embankment Top Elevation (ft) = 1060.00 Top Width (ft) = 450.00 Crest Width (ft) = 50.00 Calculations Qmin (cfs) = 202.00 Qmax (cfs) = 202.00 Tailwater Elev (ft) = (dc+d)/2 Highlighted Qtotal (cfs) = 202.00 Qpipe (cfs) = 202.00 Qovertop (cfs) = 0.00 Veloc Dn (ft/s) = 8.10 Veloc Up (ft/s) = 10.39 HGL Dn (ft) = 1052.95 HGL Up (ft) = 1056.90 Hw Elev (ft) = 1058.81 Hw/D (ft) = 0.97 Flow Regime = Inlet Control

CHANNEL MODIFICATIONS HEC-RAS SUMMARY TABLE

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 8381.86 PF 1 ChannelMod1 660.00 1113.35 1116.52 1116.52 1117.66 0.011740 9.04 88.00 41.31 0.95 Long Run-Jacktow 8381.86 PF 1 EX-Revised 660.00 1113.35 1116.52 1116.52 1117.66 0.011740 9.04 88.00 41.31 0.95 Long Run-Jacktow 8185.59 PF 1 ChannelMod1 660.00 1105.75 1109.48 1109.48 1110.72 0.011508 9.66 87.96 55.34 0.95 Long Run-Jacktow 8185.59 PF 1 EX-Revised 660.00 1105.75 1109.48 1109.48 1110.72 0.011508 9.66 87.96 55.34 0.95 Long Run-Jacktow 8057.25 PF 1 ChannelMod1 660.00 1102.00 1104.87 1104.87 1105.96 0.011402 8.61 90.46 50.18 0.94 Long Run-Jacktow 8057.25 PF 1 EX-Revised 660.00 1102.00 1104.87 1104.87 1105.96 0.011402 8.61 90.46 50.18 0.94 Long Run-Jacktow 7897.87 PF 1 ChannelMod1 660.00 1097.50 1100.38 1100.38 1101.23 0.011645 8.27 112.51 71.18 0.93 Long Run-Jacktow 7897.87 PF 1 EX-Revised 660.00 1097.50 1100.38 1100.38 1101.23 0.011645 8.27 112.51 71.18 0.93 Long Run-Jacktow 7684.35 PF 1 ChannelMod1 660.00 1091.94 1094.25 1094.25 1094.91 0.013983 8.10 130.99 95.13 1.00 Long Run-Jacktow 7684.35 PF 1 EX-Revised 660.00 1091.94 1094.25 1094.25 1094.91 0.013983 8.10 130.99 95.13 1.00 Long Run-Jacktow 7543.95 PF 1 ChannelMod1 660.00 1087.97 1090.26 1090.26 1091.04 0.013557 7.30 104.50 75.78 0.96 Long Run-Jacktow 7543.95 PF 1 EX-Revised 660.00 1087.97 1090.26 1090.26 1091.04 0.013557 7.30 104.50 75.78 0.96 Long Run-Jacktow 7171.82 PF 1 ChannelMod1 660.00 1079.94 1081.17 1080.87 1081.54 0.020621 6.33 139.12 97.44 1.07 Long Run-Jacktow 7171.82 PF 1 EX-Revised 660.00 1079.94 1081.17 1080.87 1081.54 0.020621 6.33 139.12 97.44 1.07 Long Run-Jacktow 6866.73 PF 1 ChannelMod1 660.00 1071.84 1073.16 1073.16 1073.76 0.031983 8.34 116.10 97.99 1.37 Long Run-Jacktow 6866.73 PF 1 EX-Revised 660.00 1071.84 1073.16 1073.16 1073.76 0.031983 8.34 116.10 97.99 1.37 Long Run-Jacktow 6713.44 PF 1 ChannelMod1 660.00 1065.00 1072.86 1070.75 1072.96 0.000838 3.63 382.93 152.54 0.23 Long Run-Jacktow 6713.44 PF 1 EX-Revised 660.00 1065.00 1072.86 1070.75 1072.96 0.000838 3.63 382.93 152.54 0.23 Long Run-Jacktow 6645 Culvert Long Run-Jacktow 6590.17 PF 1 ChannelMod1 660.00 1065.00 1068.36 1068.36 1069.83 0.012552 9.72 67.92 130.49 1.00 Long Run-Jacktow 6590.17 PF 1 EX-Revised 660.00 1065.00 1068.36 1068.36 1069.83 0.012552 9.72 67.92 130.49 1.00 Long Run-Jacktow 6322.54 PF 1 ChannelMod1 660.00 1061.00 1062.96 1062.09 1063.08 0.004588 3.42 243.00 127.74 0.53 Long Run-Jacktow 6322.54 PF 1 EX-Revised 660.00 1061.00 1062.96 1062.09 1063.08 0.004588 3.42 243.00 127.74 0.53 Long Run-Jacktow 6060.18 PF 1 ChannelMod1 660.00 1060.00 1062.80 1062.01 1062.81 0.000376 1.46 639.11 219.42 0.17 Long Run-Jacktow 6060.18 PF 1 EX-Revised 660.00 1060.00 1062.80 1062.01 1062.81 0.000376 1.46 639.11 219.42 0.17 Long Run-Jacktow 5952.13 PF 1 ChannelMod1 660.00 1058.00 1061.31 1061.31 1062.57 0.011859 9.12 77.65 214.37 0.95 Long Run-Jacktow 5952.13 PF 1 EX-Revised 660.00 1058.00 1061.31 1061.31 1062.57 0.011859 9.12 77.65 214.37 0.95 Long Run-Jacktow 5724.52 PF 1 ChannelMod1 660.00 1049.88 1055.02 1055.18 0.001102 3.78 290.86 137.59 0.31 Long Run-Jacktow 5724.52 PF 1 EX-Revised 660.00 1049.88 1055.48 1055.59 0.000687 3.19 358.12 149.46 0.25 Long Run-Jacktow 5668.1 PF 1 ChannelMod1 660.00 1048.00 1054.95 1052.20 1055.13 0.000819 3.90 292.32 106.31 0.28

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 5668.1 PF 1 EX-Revised 660.00 1048.00 1055.43 1052.20 1055.56 0.000560 3.39 344.82 112.43 0.23 Long Run-Jacktow 5625 Culvert Long Run-Jacktow 5580.29 PF 1 ChannelMod1 660.00 1045.92 1051.05 1051.05 1052.13 0.007192 9.10 111.99 63.87 0.78 Long Run-Jacktow 5580.29 PF 1 EX-Revised 660.00 1045.92 1051.05 1051.05 1052.13 0.007192 9.10 111.99 63.87 0.78 Long Run-Jacktow 5448.73 PF 1 ChannelMod1 660.00 1043.95 1047.12 1047.12 1048.00 0.010208 8.12 109.13 66.50 0.88 Long Run-Jacktow 5448.73 PF 1 EX-Revised 660.00 1043.95 1047.12 1047.12 1048.00 0.010208 8.12 109.13 66.50 0.88 Long Run-Jacktow 5136.9 PF 1 ChannelMod1 660.00 1038.79 1041.11 1041.11 1041.92 0.013988 7.76 104.71 67.91 0.99 Long Run-Jacktow 5136.9 PF 1 EX-Revised 660.00 1038.79 1041.11 1041.11 1041.92 0.013988 7.76 104.71 67.91 0.99 Long Run-Jacktow 4801.54 PF 1 ChannelMod1 660.00 1033.50 1035.65 1035.26 1035.83 0.009674 5.93 223.96 190.60 0.73 Long Run-Jacktow 4801.54 PF 1 EX-Revised 660.00 1033.50 1035.65 1035.26 1035.83 0.009683 5.94 223.89 190.58 0.73 Long Run-Jacktow 4657.81 PF 1 ChannelMod1 660.00 1033.00 1034.24 1033.95 1034.34 0.010735 2.61 264.99 279.24 0.54 Long Run-Jacktow 4657.81 PF 1 EX-Revised 660.00 1033.00 1034.24 1033.96 1034.34 0.010712 2.61 265.16 279.25 0.54 Long Run-Jacktow 4561.65 PF 1 ChannelMod1 660.00 1032.00 1033.55 1033.64 0.005189 3.60 293.33 235.72 0.56 Long Run-Jacktow 4561.65 PF 1 EX-Revised 660.00 1032.00 1033.55 1032.86 1033.64 0.005195 3.61 293.22 235.69 0.56 Long Run-Jacktow 4520.13 PF 1 ChannelMod1 660.00 1031.59 1033.04 1032.87 1033.28 0.015652 6.12 202.15 227.00 0.97 Long Run-Jacktow 4520.13 PF 1 EX-Revised 660.00 1032.00 1033.14 1032.82 1033.31 0.013450 4.88 220.28 232.82 0.86 Long Run-Jacktow 4496 Culvert Long Run-Jacktow 4488.5 PF 1 ChannelMod1 660.00 1031.28 1032.80 1032.71 1033.13 0.023022 6.45 163.17 179.72 1.13 Long Run-Jacktow 4488.5 PF 1 EX-Revised 660.00 1031.28 1032.88 1032.71 1033.17 0.017775 6.13 176.41 182.14 1.02 Long Run-Jacktow 4437.73 PF 1 ChannelMod1 660.00 1030.13 1031.60 1031.60 1032.01 0.020914 7.23 162.43 178.23 1.12 Long Run-Jacktow 4437.73 PF 1 EX-Revised 660.00 1030.13 1031.56 1031.56 1031.97 0.033027 7.44 147.04 177.09 1.34 Long Run-Jacktow 4319.1 PF 1 ChannelMod1 660.00 1027.43 1030.17 1028.48 1030.21 0.000988 2.40 426.65 185.49 0.27 Long Run-Jacktow 4319.1 PF 1 EX-Revised 660.00 1027.00 1030.16 1028.50 1030.21 0.000714 2.20 431.01 185.47 0.23 Long Run-Jacktow 4213.13 PF 1 ChannelMod1 660.00 1024.45 1030.17 1026.73 1030.18 0.000102 1.28 849.43 207.94 0.10 Long Run-Jacktow 4213.13 PF 1 EX-Revised 660.00 1024.45 1030.17 1026.74 1030.18 0.000099 1.18 833.74 207.95 0.10 Long Run-Jacktow 4105.87 PF 1 ChannelMod1 660.00 1022.99 1030.15 1030.17 0.000083 1.30 780.13 156.04 0.09 Long Run-Jacktow 4105.87 PF 1 EX-Revised 660.00 1022.99 1030.15 1030.17 0.000100 1.37 762.41 156.04 0.10 Long Run-Jacktow 3935.63 PF 1 ChannelMod1 660.00 1021.99 1030.15 1023.50 1030.16 0.000036 0.98 721.29 125.85 0.06 Long Run-Jacktow 3935.63 PF 1 EX-Revised 660.00 1021.99 1030.15 1023.50 1030.16 0.000036 0.98 721.29 125.85 0.06

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 3759.95 PF 1 ChannelMod1 660.00 1017.60 1030.12 1023.15 1030.15 0.000087 1.47 529.37 124.02 0.09 Long Run-Jacktow 3759.95 PF 1 EX-Revised 660.00 1017.60 1030.12 1023.15 1030.15 0.000087 1.47 529.37 124.02 0.09 Long Run-Jacktow 3692 Culvert Long Run-Jacktow 3658.44 PF 1 ChannelMod1 660.00 1017.60 1023.46 1023.46 1024.49 0.016350 8.15 80.99 39.37 1.00 Long Run-Jacktow 3658.44 PF 1 EX-Revised 660.00 1017.60 1023.46 1023.46 1024.49 0.016422 8.16 80.85 39.32 1.00 Long Run-Jacktow 3491.77 PF 1 ChannelMod1 660.00 1015.98 1018.80 1018.80 1019.24 0.006255 6.51 205.41 206.68 0.77 Long Run-Jacktow 3491.77 PF 1 EX-Revised 660.00 1015.98 1018.83 1018.83 1019.21 0.010748 6.64 195.28 204.28 0.85 Long Run-Jacktow 3291.77 PF 1 ChannelMod1 660.00 1013.05 1015.98 1015.98 1016.94 0.009346 7.88 83.71 170.86 1.00 Long Run-Jacktow 3291.77 PF 1 EX-Revised 660.00 1013.05 1016.06 1016.06 1016.16 0.002814 3.33 303.53 187.47 0.43 Long Run-Jacktow 2970.02 PF 1 ChannelMod1 660.00 1008.00 1010.76 1010.76 1011.92 0.011886 8.63 76.47 33.47 1.01 Long Run-Jacktow 2970.02 PF 1 EX-Revised 660.00 1008.00 1012.18 1012.18 1013.03 0.011195 7.42 96.48 93.76 0.88 Long Run-Jacktow 2729.4 PF 1 ChannelMod1 660.00 1005.98 1010.99 1011.01 0.000200 1.60 713.96 234.25 0.14 Long Run-Jacktow 2729.4 PF 1 EX-Revised 660.00 1005.98 1010.99 1011.01 0.000217 1.55 710.18 234.26 0.14 Long Run-Jacktow 2597.08 PF 1 ChannelMod1 660.00 1005.29 1010.98 1010.99 0.000076 1.24 1052.89 286.61 0.09 Long Run-Jacktow 2597.08 PF 1 EX-Revised 660.00 1005.29 1010.98 1010.99 0.000085 1.16 1045.42 286.65 0.09 Long Run-Jacktow 2427.18 PF 1 ChannelMod1 660.00 1002.39 1010.98 1006.73 1010.98 0.000047 0.97 1227.76 322.78 0.07 Long Run-Jacktow 2427.18 PF 1 EX-Revised 660.00 1002.39 1010.98 1006.73 1010.98 0.000047 0.97 1227.76 322.78 0.07 Long Run-Jacktow 2377 Culvert Long Run-Jacktow 2068.9 PF 1 ChannelMod1 660.00 1001.62 1003.74 1004.14 0.008415 6.25 168.99 131.19 0.77 Long Run-Jacktow 2068.9 PF 1 EX-Revised 660.00 1001.62 1003.74 1004.14 0.008415 6.25 168.99 131.19 0.77 Long Run-Jacktow 1952.86 PF 1 ChannelMod1 660.00 998.00 1003.67 1002.58 1003.79 0.001030 3.43 369.60 199.19 0.29 Long Run-Jacktow 1952.86 PF 1 EX-Revised 660.00 998.00 1003.67 1002.58 1003.79 0.001030 3.43 369.60 199.19 0.29 Long Run-Jacktow 1865 Culvert Long Run-Jacktow 1750.92 PF 1 ChannelMod1 660.00 996.00 999.73 999.73 999.89 0.003836 4.39 274.59 201.76 0.52 Long Run-Jacktow 1750.92 PF 1 EX-Revised 660.00 996.00 999.73 999.73 999.89 0.003836 4.39 274.59 201.76 0.52 Long Run-Jacktow 1483.46 PF 1 ChannelMod1 660.00 994.00 998.84 997.07 998.90 0.000682 2.85 440.01 213.04 0.24 Long Run-Jacktow 1483.46 PF 1 EX-Revised 660.00 994.00 998.84 997.07 998.90 0.000682 2.85 440.01 213.04 0.24 Long Run-Jacktow 1358.76 PF 1 ChannelMod1 660.00 994.00 998.83 996.21 998.85 0.000184 1.45 682.63 231.17 0.13 Long Run-Jacktow 1358.76 PF 1 EX-Revised 660.00 994.00 998.83 996.21 998.85 0.000184 1.45 682.63 231.17 0.13

HEC-RAS River: Long Run-Jacktow Reach: Long Run-Jacktow Profile: PF 1 (Continued) Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Long Run-Jacktow 1296.8 PF 1 ChannelMod1 660.00 994.00 998.81 996.28 998.84 0.000217 1.58 653.63 233.93 0.14 Long Run-Jacktow 1296.8 PF 1 EX-Revised 660.00 994.00 998.81 996.28 998.84 0.000217 1.58 653.63 233.93 0.14 Long Run-Jacktow 1270 PF 1 ChannelMod1 660.00 992.52 998.47 995.90 998.76 0.001710 4.34 153.30 201.72 0.37 Long Run-Jacktow 1270 PF 1 EX-Revised 660.00 992.52 998.47 995.90 998.76 0.001710 4.34 153.30 201.72 0.37 Long Run-Jacktow 1235 Culvert Long Run-Jacktow 1184.3 PF 1 ChannelMod1 660.00 990.50 993.79 993.79 995.42 0.011983 10.27 64.26 29.85 1.00 Long Run-Jacktow 1184.3 PF 1 EX-Revised 660.00 990.50 993.79 993.79 995.42 0.011983 10.27 64.26 29.85 1.00 Long Run-Jacktow 1088.01 PF 1 ChannelMod1 950.00 990.50 994.18 993.53 994.32 0.001748 4.05 672.42 316.11 0.38 Long Run-Jacktow 1088.01 PF 1 EX-Revised 950.00 990.50 994.18 993.53 994.32 0.001748 4.05 672.42 316.11 0.38 Long Run-Jacktow 967 PF 1 ChannelMod1 950.00 986.10 992.11 991.85 993.72 0.013729 10.25 98.24 28.53 0.91 Long Run-Jacktow 967 PF 1 EX-Revised 950.00 986.10 992.11 991.85 993.72 0.013729 10.25 98.24 28.53 0.91 Long Run-Jacktow 0 PF 1 ChannelMod1 950.00 980.00 985.85 985.32 986.58 0.006707 7.56 251.90 146.39 0.65 Long Run-Jacktow 0 PF 1 EX-Revised 950.00 980.00 985.85 985.32 986.58 0.006707 7.56 251.90 146.39 0.65

LIONS PARK OFFSTREAM BASIN CONCEPTUAL SKETCH